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Home My WebLink About13993_1_001_167.4-33_9_ROLLING BROOK_NA q9 3 ---)J 6-4\ I(641 Zona`!?' • I4 APPLICATION FOR BUILDING PERMIT „nTOGq S• � `'� < CITY OF SARATOGA SPRINGS 'i;,�, BUILDING DEPARTMENT File# r fes. City Hall-474 Broadway ".1�` 0 'l Saratoga Springs,NY 12866 Application# /hc°RPORATEO '91- Telephone (518)587-3550 Ext. 2511 li Fax (518)580-9480 V I I D n i /$\S l / For Office Use•� Only �� / i)r dJf0� p1z► Job Site /C ^f ok Permit No. �. Date Applied �� ^^2.C4 Li Zoning Informatio j 7 Issue/deny date 11O�\‘l Zoning District /� / Sect-Blk-Lot /6-7. 1/ - 3 Permit Type—check line that applies: Lot Width Lot Area Residential-New No.of Bedrooms 1st Floor Area Addition No.of Stories 2^d Floor Area Alteration Bldg.Height Basement Area Commercial—New Yard Dimensions for Principal Buildin. Addition Alteration Front Rear Left Right Change of Occupancy So Accessory Building—Distance To Application Fee t Fee Balance S. Principal Building Left lot line 44 aC15.-37 Rear lot line Right lot line Owner 04 ✓i`L/ Jere Applicant )c, c /7"A 0,-,,, Address 6 /2 4-,, g,-z's1 a- Address C c A/ y /z �Qc Phone /1- r8 7- /G -71— Phone Fax S--/2- z33 - Cj(OU Fax Email Vis e.--s-e-,-1 Q J C'. -"S e'l . C o r,n Email CID# CID # �e n C a r/. i•--,7.? / Contractor -_ ea^t — -- -�0 Design Professional/ G✓-/1 Sc o i % 4,/V�t-; /)LI, C. Address �'7Lr/ /),— Address ///2 4,,`e-.." bi., Phone I?? - 233 -676v Phone 5.78- - yi - 2 /7/ Fax j7. - z .33 - iz1r � Fax - / L Email p'/i e. ,--se n q J e ,r Pel.C.o i-+, Email r K 7 e c /1 ,,it cc,, • r-/- . Cot , CID # CID # CC lav 1 ADDRESS/LOCATION /e0// q Is the job site in a floodplain? /v0 Is this job site in a historic district? Aid If so,DRC approval date Construction Costs p Is this job site in a architectural district? /V _ Basic Improvement $ J a/ ddv If so,date of approval ` Electrical $ Z Old aV Does application require approval ZBA approval? / c' Heating $ 2, 004i If so,date of approval _ Other $ Does application require the city planning board approval? Total Cost $ ZZ 0 'U If so,date of approval (Ex: site plan,subdivision,special permit) *Please note that all applications granted approval by the Design Review Commission and/or the Zoning Board of Appeals shall expire within eighteen months unless a building permit is issued and actual construction has begun(section 240-7.12) Application is hereby made to the Building Department for the issuance of a building permit for construction as herein described,pursuant to provisions of the Zoning Ordinance of the City of Saratoga Springs and in accordance with the N.Y.State Uniform Fire Prevention and Building Code which is applicable to new construction of buildings,and to conversions,additions and alterations to buildings.The owner and the applicant agree to comply with all applicable laws,ordinances and regulations and with all regulations and procedures as explained in this application,and will allow all inspectors to enter the premises for all required and necessary inspections. The following regulations shall apply: A. This application shall be completed and signed by the property owner and the applicant,and submitted to the Building Department. B. This application must be accompanied by: 1. Plot plan showing lot dimensions,existing and proposed buildings or structures on the lot and their distances to one another as well as to the lot lines,and all other pertinent details of the property.A copy of a legal survey is required for all new construction and may be required at the discretion of the building inspector for all projects as deemed necessary. 2. One complete set of plans and specifications for the proposed construction,each plan bearing the signature and seal of a New York State Registered architect or licensed professional engineer,(exception:projects where no structural work is necessary and expenditures are minor,in accordance with the State Education Law).For all new construction completed checklists shall be submitted(see attached). 3. Liability insurance coverage: (a) For general contractors acting in the capacity of a general contractor,$1,000,000 minimum each occurrence,with the City of Saratoga Springs named as an additional insured and as the certificate holder(see attached). (b) For homeowners,if there is no contractor participation in the project,$300,000 minimum and a maximum of$1,000.000 contingent upon the project. Each application is subject to Risk and Safety review(see attached). 4. The applicant is in compliance with the mandatory coverage provisions of the Workers'Compensation Law and Disability Law • (see attached). 5. Hold Harmless Agreement C. Application fee as required by the City Code and as calculated by the building department,shall be paid by check or money order (payable to"Commissioner of Finance") D. Work covered by this application shall not commence prior to permit issuance. E. Occupancy of any building or premises to which this application applies shall not occur prior to the issuance of a required Certificate of Occupancy. F. Any deviation from approved plans must be authorized by the approval of revised plans subject to the same procedure established for the examination of the original plans by the building department,including any required fees. G. Building Department shall be notified(minimum notice—24 hours in advance)according to this required schedule of inspections. (Note;before subsequent inspection requests will be scheduled,all prior inspections shall have passed). See attached card for required inspections included with building permit when issued. H. The building permit is effective for two years from the date of issuance unless a different period of time is specified. SIGNATURE OF PROPERTY OWNER / DATE /.6 // • SIGNATURE OF APPLICANT / / G-.-"--" &V. DATE /%S/// 2 • V • ADDRESS/LOCATION SPECIFICATIONS & MATERIALS CHART GENERAL SIZE MATERIAL SPECIFICATIONS OTHER -FOOTINGS psi DRAIN going to: -SLAB psi -FOUNDATION WALL psi WATERPROOFING VENT -COLUMNS/PIERS psi -GIRDERS/BEAMS -EXTERIOR WALL STUD n ) o.c. -INTERIOR WALL STUD U` o.c. -FLOOR JOIST, 151 FLOOR @ o.c. -FLOOR JOIST,2nd FLOOR O.C. -CEILING JOIST C,)( o.c. -ROOF RAFTER o.c. -COLLAR TIES o.c. -RIDGE BEAM -FLOOR SHEATHING -WALL SHEATHING -ROOF SHEATHING UNDERLAYMENT INSULATION SIZE MATERIAL VAPOR BARRIER R-FACTOR -FOUNDATION -OUTSIDE -FOUNDATION - INSIDE -UNDER SLAB -EXTERIOR WALLS -CEILING/ROOF FINISH WORK SIZE MATERIAL UNDERLAY OTHER EXTERIOR WALLS INTERIOR WALLS FLOOR CEILING ROOF MISCELLANEOUS SIZE MATERIAL SPECIFICATIONS OTHER 3 ADDRESS/LOCATION HEATING SYSTEM PLUMBING-#UNITS&VENT SIZE TYPE FUEL SINKS LAVORATORIES VENT-MATERIAL SIZE TOILETS TUB/SHOWER SEWER-TYPE-CITY PRIVATE DESCRIBE(DRAW ON SITE PLAN) WATER SUPPLY-CITY PRIVATE CHIMNEY AND/OR FIREPLACE:MATERIAL FLUE SIZE GARAGE TYPE:ATTACHED DETACHED UNDER NO.CARS G_1RAGE/DWELLING SEPARATION:DOOR TYPE HR.FIRE RATING MATERIALS: HR.FIRE RATING PORCH:FOOTING FOUNDATION PLEASE PROVIDE A BREIF DESCRIPTION OF WHAT THE SCOPE OF WORK IS TO BE DONE: 4 • • • ADDRESS/LOCATION **LOCATE MAIN BLDG,ACCESSORY BLDGS,AND ANY ADDITIONS,GIVING ALL PERTINENT YARD DIMENSIONS REAR LOT LINE Z 65 ft. ► • REAR YARD ft. • LEFT YARD RIGHT YARD *ACCESSORY ft. ► BUILDING ft. ► LEFT RIGHT LOT LOT LINE LINE '�i�//,,J, DISTANCE SEPARATION / Vy ft. /Ua ft. LEFT YARD * MAIN RIGHT YARD 1r-- BUILDING 7T ft. FRONT YARD 2 aU ft. I FRONT LOT 5LINE IM ft. ► I BUILDING PERMIT SUBMISSION CHECKLIST ADDITIONS/ALTERATIONS SINGLE-FAMILY RESIDENCE ADDITIONS/ALTERATIONS TWO-FAMILY RESIDENCE O ADDITIONS/ALTERATIONS MULTI SINGLE FAMILY(TOWNHOUSE)El PROJECT SITE ADDRESS ( ///9-7,1 11i '-7,1 4170 I I)- ZONING DISTRICT �?, / CHECKLIST PREPARED BY: 1)4//, PREPARERS PHONE No.: 57 6 � -0 ALL ITEMS BELOW MUST BE CHECKED EITHER"YES", "NO", "N/A"or"PBA"(pending board approval-only where applicable).A separate checklist, must accompany each application for a building permit. All items checked"YES"shall accompany the application form at the time of submission to the building department. Until the application is deemed complete it may be rejected by the building department and returned to the applicant. Acceptance of a permit submission as complete does not imply or guarantee that a permit will be issued. YES NO N/A PBA 1. Building permit form completed and with required signatures from the property owner and a••licant. 2. Base fee of$100.00 or$150.00 per unit(based on scope of work), check made . Er sayable to Commissioner of Finance. 3. Window schedule form provided b building department is required . 4. Natural light, ventilation and emergency egress calculation sheet(form provided b building department is required . 1� 5. Energy code compliance report, bearing the seal and signature of the N.Y.S. licensed professional engineer or registered architect. , Specify compliance path: 6. Ener. code ins•ection checklist. _ 7. Design Review Commission a•'royal. f_ 8. Zoning Board of A.seals a••roval. 7s 9. For additions-Property survey,with the proposed house located, in compliance with the zoning ordinance, showing all setbacks to property lines, any easements, etc(include all building projections such as decks, porches, steps, roof overhangs, chimneys, etc)The survey must show the location of all proposed silt fences and i construction entrance.The silt fence and construction entrance must be installed and maintained in accordance with the NYS Standards and Specifications for Erosion and Sediment Control.The seal and signature of the N.Y.S. licensed land surve or is re•uired. 10. Septic system permit application form completed and with signatures from the V •ro•ert owner and the contractor. ■. 11. Septic system design certified by a N.Y.S. licensed professional engineer. Show accurate distances to all existing and proposed wells and septic systems on the V sub'ect •arcel and on contiguous •arcels. 12. One complete set of building plans, each sheet bearing the seal and signature of the N.Y.S. licensed professional engineer or registered architect. The set shall • include, but not be limited to the following drawings: (a)foundation plan; (b)floor plans-all levels; (c)cross-sections; (d)details; (e)elevations; (f)floor framing; (g) roof framing; h codes s•ecifications 13. Contractor information is required unless project is to be bidded out. Bid date: � . 14. Home Owners Association a•'royal. __ X 15. 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SCHOOL°ISTRL E �� TP SPECIAL DISTRICTS PROPERTY LINE GREAT LOT UNE FlRE DIS TINCTURE �� '•�� sUBDNISIONLOT LI NE '""'- �(��. LI BLOCK LIMIT O NATER DISTRICTLINE �- 000ROINATESBASEDON •zsn: ole sl00hS0:0`-"'"9'37 e75T.t SECTION LIMIT `"''��__ STATE ROUTE. •,�.�� - TI ORE STATE PLANE COORDINATE SYs1EM _ F11; CITY 10II00t O A045063110 LIN WSTRICT EASTERN ZONE NPD B] eCeom. 0115280 0av6T0,1 a7- CCUNTY ONE CITY �� COVNTYRWIE Nh09311CLINEs S 400 Epp .TOWN couNtt LINE STREET OR TOWN ROAD MNN ST feel - RN1A000 Scak'.1 Inch 400 lee ' 6 K61..i. 10 c 1:ar. _ ----____Ici 57-, . , ,I.._*,6).AL-/---,s 4-- 31F-Roffl I gie,ear7.6 , . "rikki-PEt2---s-ro.rikc lo Or\-30,31 ,14--ictiLDZ- ,. 643 (I 0,..7- S145 F)(15774 f \ir ..L 4 SAMS '- _tiar— Ne , ® Ac P.-iio 3 '. ® \I£. , ( e-`ttS„i i __r ail . 3(:)0 i/ )..L� 5�, ¢- . 0 to14/Pii -7-0 ma" 440-fog.Box.- -11403.1.,0— • T � .,4 cue ) ��we . .$77A2...,ibis ..... ®=k)s(4L4-rice- fil_41-1(4-isiiiit(R- .05.) -.. col —604-1-4,60,_ , , c/Gr _; � �-An^5 e-9/16)1( rb ( X13) ySrjN ' g. 0... .tile#r) :;„0 bt7-70-t C -313) .L �-•, , ._c iRo ry c..-ocfl (K-705:2.7.i) 7-rr)c_. ' (::, - ) 0.77 2061,44_-----n.. 3 Ae i eJ_G Fries6 4 . •----' 0,4 tie"-OSSr _ I , ---lirn't4E-CtS 0 _a. . _ _ _ , 4, >It i -. rte- • N3 • 0 • 3 ,) ks1 • , . . ,, • . • . . , .) - ,. . . , .--, ..4 • , .. . , , e) `�,........ „.. �//' - , ,, • , . • 1 LOT 29 I , \ \ . / \ . 462.59 1 LOT 31I. r11 1 i / N 78 ' 'E W etLco ; i •�7g'IO-- 1 - DOORS - GRAVEL . 1 I I Ct 1HEAT\P MP --• . I 1 LOT 28 dm: _ 7LE•e — jp 1 4 39.8 I!m _.. AREA= cHu�t i zD,e{ f ti • 2,06 ±ACRES �Ills.a' "1R COVERED j 1 I 6O0 �` N CONC. N I O 2 STORY • I14'P--....1! PORCH R' 1 WOOD FRAME - ��'' DWELLING ELEC. • lO N 29"36'00" E �i.% ice, t 24.69' 'yo- CAPPED 0, ,=• ` �� WELL � 1 I LOT 27 / / �nlllrlBN .• g, / / /' ,`' • �s• / / R=500.00' / V�L =360.40"—Fra evict.- • 0 / CH=352.65' / S 09"/7,.'00 W / . so. • MAP REFERENCE Rik "MEADOWBROOK MANOR,LANDS OF PETER BELMONTE, PHASE I,SHEET 2",PREPARED BY ABO ENGINEERS B SURVEYORS,DATED MAY 20,1987, - NATE FILED IN THE SARATOGA COUNTY CLERKS • / t rOVERHANG ALL AROUND DWELLING. • OFFICE APRIL t,1988 IN DR.M MAP N0,187. /" 2. PROPERTY CORNERS HAVE BEEN SET. • HJ UNAUTHORIZED OR ADDITIONS TO I- THIS SURVEY MAD ILERATIONS A VIOLATION OF.DECTION 7209 ■ `O ■ ■ LAN•, Q OF THE NEW YORK STATE EDUCATION LAW COMES or - . p THIS SURVEY MAP NOT DEARING TILE LAND SURVEYOR'S . - - EMBOSSED SEAL CERTIFICATIONS SHALL CONSIDERED INDICATED OR APPLIEO HEREON 6 ROLLING BROOK DRIVE VALID COPIES. SHALL ONLY RUH TO THE PARTY FOA WHOM THE Ia SURVEYDITIWAR PREPARED,S ON NIS EON,CE TOTI TNA ■ O /� ADDITIONAL PARTIES LILTED HEREON,CERTIFICATIONS L 1 ARE NOT TRANSFERABLE TO ADDITIONAL PARTIES OR SUBSEQUENT OWNERS MOT LISTED HEREON. MEADOWBROOK MANOR CITY OF SARATOGA COUNTY OF SARATOGA • z • STATE OF NEW YORK ' o • ENGINEERS ra. I SURVEYORS - >lil 411 Lnion Street_WSchenectady;N,Y.12305 MICHAEL' DAMS;P•LS: • 518 3 "77 0315Fax.518-377-0379 N.Y.S.LICENSE NO.49297 DATE: ' SCALE DWG. SHEET • OF • .._.. ... __... ...... MAY.1990 1" =100' 88-0418 1 1 ' - (1 [03 (1) ' 1 Lf r3C( (' oLLCKG k'.col<.- *- St+-4 MAWAIT t I ? y _. VINcIAPipc5 - - - siwb _2`'c:t '- -- -- -ems -_colic r 40 — ---- - — _ _ —_ _ _— R /o° , 3a' 441 - -- - -'- - _ - rS—___/a"_ - -r30-T L 14 ?P7.Z -S "' 1erZS Z D ,a- q25 _ --- - -<< r if _ _ - y? T Ii -if g_` - .2K% t I --* . -4-1 AT 3 -if x — ___ 94.4- 0. -- _- _ So -• (#. IS kgc )-_ — - -=- _ — --- i s �r�t . 34 - `� �T�S ic167,to c-61.4_0-, 610.... icv___ , : f - —_ T_ -- --- — -__. -- -- -_ . tiv A.G. k ±.•. '. ▪ 7': R ▪ c^`j Z i . j . . FG N° 2486 3 CERTIFICATE OF OCCUPANCY CITY OF SARATOGA SPRINGS, NEW YORK I Building Permit No. . - . , . , . i f-5/ ci Date Issued Owner .PLL 1-oN� h�UR LQ S } 4 ,+`_' Address Rc:d1t,;ti{, r�RrQK. t R r Vt- Section Block Lot ' i,,,s m .-' This is to certify that the . . . t t .t^!1-y. . . . . �c, � k�V 1 C'�i N s -x F „ i� „F r i a Y ✓' �.,,, �€i5 4 named above is in compliance with applicable codes, ordinances, and approvals, and is ready w� ,.e .� e t r. i� r *; • T Gfi C.'� �'' Mal. Ri:�14� t: . ,.• for occupancy as a , :a , . ..SIN.0-‘;-`-:-�:. E The following items are conditions on issuance of the certificate: - • i•a, , .., . 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" :;:,';',.f.';;;;;:.4: �':+ .., .. , — _r.-..r• -� • , .. r , .,, s:. _,, xk� a4K .,r _a.Eu. -.... . . .'S .., : .. '':?-•- d i , L;. yY..p:'. 4 7 -n+a.. t .. , Zor ;W Sepric Sake-7-c/, -6 I 7 ere Lore-_4GS -- I ENGINEERS � p . LETTER OF TRANSMITTAL SURVEYORS DATE: June 19 , 1990 14 411 UNION STREET,SCHENECTADY, N.Y. 12305 PROJECT NO: 88-041B Tel: 518-377-0315 FAX: 377-0379 PROJECT NAME: Meadowbrook Manor TO: Belmonte Builders RE: 135 Meadowbrook Road Saratoga Springs , N.Y. 12866 ATTENTION: WE ARE TRANSMITTING TO YOU: 1111 PLANS ❑ REPORT fl COPY OF LETTER SPECIFICATIONS D ORIGINAL DRAWINGS ❑ NUMBER DWG/REVISION DESCRIPTION OF COPIES DATE 1 Plot Plan #9 Rolling Brook Drive, Lot 20 Meadowbrook Manor THESE ARE TRANSMITTED AS NOTED BELOW: ❑ FOR APPROVAL ❑ FOR INFORMATION 11 FOR ACTION ,l1 AS REQUESTED ❑ FOR REVIEW ❑ AND COMMENTS REMARKS: 0 I— N W 8. 0 U By: Michael . Davis ,L. S . NOTE:IF ENCLOSURES ARE NOT AS NOTED, PLEASE NOTIFY US AT ONCE: i , . ., _ CERTIFIED TO: IE ` I I. JOHN T.KOVACH a PATRICIA A.KOVACH. C 2. CHASE LINCOLN FIRST BANK,NA.,ITS SUCCESSORS AND/OR ASSIGNS. IIIII 3. TITLE INSURANCE COMPANY OF MINNESOTA. / - TITLE REPORT NO.90-MHM-00133 t / R= 560.00' /c:)- '44/.,.c........„..,.......„.„.s„/ L =149.72' CH=/49.28' N 36°/5'20" E 0. 00 Fmoo.,/ /i� F LOT 19 i �G r CAPPED F \ :.::. WELL V� 1 /�O GAS HEAT ^4. ' `K / �0 cHIM Sr�� 2 N..,,, PROPOSED DRIVEPOSED l/3O N/ COVER COVERED • N N. 60` ---''''2' 2 STORY \ = 0. WOOD FRAME Oj DWELLING ,O" ! - CURRENT t1 ACCESS \ LOT 20 a5 LOT 21 AREA = / 2,08 t ACRES �*' � 0 LOT 13 •Ls m. • ti� 5 f MAP REFERENCE: I ••MEADOWBROOK MANOR,LANDS OF PETER BELMONTE, • PHASE I,SHEET 2",PREPARED BY ABD 11 • 1) ENGINEERS 8 SURVEYORS,DATED MAY 20,1987, FILED IN THE SARATOGA COUNTY CLERK'S / NOTE: A. OFFICE APRIL I,1988 IN DR.M,MAP NO.157. / I. NO PROPERTY CORNERS HAVE BEEN SET. / 2. TOTAL SETBACK ON SIDES MUST EQUAL 100 OR MORE. 01 W UNAUTHORIZED ALTERATIONS OR ADDITIONS TO PLOT PLAN N. F. THIS SURVEY MAP IS A VIOLATION OF SECTION 7209 01 Q OF THE NEW YORK STATE EDUCATION LAW,COPIES OF N. p THIS SURVEY MAP NOT&MARINO THE LAND SURVEYORS i1 CERTIEMBOFICATIONS D SEAL BND INDICATED OR TH APPLIED CONSIDERED HEREON #9 ROLLING BROOK DRIVE VALID ICATI B. > Y SHALL ONLY RUN TO THE PARTY FOO WHOM THE Y E F. R E B I S E U03 ADDITIONAL NSFERA LIE TED ADDITIONAL PAR CATIONS �O� �O ARE NOT TRANSFERABLE TO ADDITIONAL PARTIES OR SUBSEQUENT OWNERS NOT LISTED HEREON. W MEADOWBROOK MANOR W CITY OF SARATOGA COUNTY OF SARATOGA . z STATE,OF NEW YORK CL o (7) ENGINEERS > 1DO - SURVEYORS • I- ` '' Lri 411 Union Street ' Schenectady,'Nr.Y.12305 Z • • , • 518-377-0315 Fax.518-377-0379 MICHAEL J.DAVIS,P.L.S. DATE, SCALE: OW G. SHEET OF - z N.Y.S.LICENSE NO.49297 JUNE, 1990 I" = 100' 88-0418 I I 1 N41292 CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT / INSPECTOR'S REPORT 518-587-3550 • Job Site: a *) a7L., F - �, Permit it File# Footings Foundation Rough Rough Insulation Septic Other Final) before before Framing Plumbing before . Concrete Backfill Sheetrock r 1 i. ) $ %*0>'i.M 4' ( L LC3T ''tr r"d d.ri •t.• • :Y p'+ 5`a�)1 �A '1' E L'C'0 i "An t IIS c✓ 6 fief ` 11 Y at,to-, ' 4.;-.:1 CC,---rt- '1 4,-,7.': .. i . \f on Pyy''aNPY - 0.VA"! .: ' t§ T ) Passed 1 Reinspection Failed ,.,W,. rewire stop work Inspection date: ., 4:a - Inspector: a ' 1 4 ., i' , 1 lf. 1/, / R i-L.�,,, CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT ` ' 1 -' INSPECTOR°S REPORT 518-587-3550 9 _ Job Site: ,f,J e *� ?? Permit # File# l Footings Foundation Rough Rough Insolation Septic 'Other Final before before Framing Plumbing before -' Concrete Backfill Sheetrock (^ I. �,, r .� p - , ,/1 0 C..1`.0 ' 1_,, ,-; �,�5,`i,�^,...P. l.% +. "'-)�-/! i,c3 z-1.2- /1:.iL�-J.-- ,.i t%,c.- /J ` /I f ,b.,..,. e, r^ - .t` sw ( '' „' f'/- fr 14' -'\ Passed Reinspection ! Failed \,,,..:2--- 1.2 : ? required iAstop work Inspection date: / \ Inspector: ' i`�f' CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT INSPECTOR'S REPORT 518-587-33550 Job Site: 7(42.°) 47b W4'ermit # /211.3 File# �3 l 3 Footings Foundation Rough Rough Insulation Septic Other Final before before Framing Plumbing before Concrete Backfill Sheetrock POT (?i* FC4C4C Passed Reinspectio Failed �required top work Inspection date: �� Inspector: P CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT INSPECTOR'S REPORT 518-587-3550 • Jab Site: r `i *e. ` ermit �# ' File# (. Footings Foundation Rough Rough Insulation ( Septic ) Other Final before before Framing Plumbing. before Concrete Backfill Sheetrock : 1 . I Passed 'tr Reinspection¢ Failed 11-7 , top work Inspection date: Inspector: " >' ` CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT 1 oel' INSPECTOR'S REPORT 518-587-3550 • Job Site: 1.-AAIN) 004eLl '‘ev-AN- cperit,„,,, a.. 1pile# /32) - - nsulatipn Septic Other Final Footings Foundation Rough Rough before before Framing Plumbing before Concrete Backfill et ' is l' .cv( it41-P a Cfri-74^."M i '-'-' r; 1 ti it I WO -45,1- -rr ' Passe4 Reinspection Failed required v.- sto ork Inspection date: 4411 frow , Inspector: pil) [ , APR 13 '90 07:37 UNIVERSAL ' P.2 ' ^ . .. .� '-' __--__-____--______-_-__. __-_ '71) / � �~/^/ - -' 4.- /' �� _ �_� �_��_��5�7»�f'7a e;�f ��0/2_/id‘' � �^^��4---��7, --'- -'''-'---- - .fr�*��°' ^'_- ��x��^/��' � �--~ +��) ��-____-_---_--__--__.-'~~^_- '' '-_^_ - --- -- ' -_ --___ _-_' _ __-_'__--__ - ~°��z� �/�� i �� --' - -- '--��--�-__ .._ . - _ . ./2. 10 z-.4^f,v, ^c5 *»~* 4./ ^:5 7-,26~.../4.,^7-~ _ . _'__ '--- -___'' - -- _� �� -- --��/ u��- , ��*f��' ^f�/�� ,�� 419� �i ^~ -----------'- ------------------- --'--�-�-----�---�� '-- �- . � 41)1� - __ - - ' w _ . - -_ �� == � . . _ ~ „ _~`. _, ,„. . '~ ___ '---_____ .~' -__- --_-__ ___ ----___-__-__-_-_____--_-___'_________-__---.^ � 1 --__--___--_� �� Cet_° � • . -- � - ---_' ^' .-- - ' ' �^ ---__ -� -� _- - _��_-__ -�---___--__-_� � \.\\ ''' . 4��`��`��'��'�� 06144 f -- -- - -- ---- ---'---'-------- | %4% • it ^ - re Awe_--'--- ' - __ - __--'---_'---_'-_-__ _ -'--- -___ -- - _-- -_--_'_- _-^---.' . ' _'-_-____-______---_ -~_~-~^_ ~-�-`-____-_,__-____--__-'-_-_ i- ------' -- - ---------- ----'-------- ---'------------'----- - -~' - ' ' `' ' -' '------ --- i. | � _.____-_ ____----__ __'_'- _ ----____ -_-'_._-- ,__� | 22XIQ'S`. 2-2 x 10'5 HEADER 'HEADER- t ; - .- - remewM-d•4•4r�ra►.4 ; Y f h e 2/0 x ' - • ' '. ' ' '- SKYLIGHT. i o SKYLIGHT l ` ;. & SCREENED—IN CO' i1I o ,..11 PORCH d O 13`-5' 0 PO% I 2/0 x 4/fl 2/0 x 4/0 SKYLIGHT ` 11'-3. 1/2' i i SKYLIGHT 1 cp i i C) 4, N �� ., CD 1 Z 1 i 1 r-'-..• 2-1 3/4' 9/0 x 7/0 FRENCH DR. FLUSH H jillallii r w/ 3-1 3/4' x 9 1/2' il MICROLAMS 8' 1, d NI Nt A: STEP 1 N. 0 z O ria ti • ti 1111. % til H FAMILY ROOM I 141 .1 b co ST DNI 1------c. * _ _ _ :I _ _._ i is e jjj ` it 3/0 PQCKEF 5 _0. 4AI FUR PALL CUT 1/2' i*� 2x1O's HDR. k• • ` _ I f -3-1 3/4' x 9 1/2' MICROLAN BEAM I�` ,r, o 1 i^ � o Wilt 2-2x10's ,.�e✓� o✓E 7 �� 2/- x 6/8 es CI ..r.„ HDR. a ,4-‘,..)-#6-4_, i d . J Ne. �:.`I 121-6 172' I T -7 :: ._ —— - _ _. s-4„ .........................-.i.-0-•�':.. j..; •. ;,. — ....� .,ups 1 : 5.-6. Aes�q,� KITCHEN - ask - '....,,, ..::.,.. �‘14:111111 ►�► - ='i ' I W --'I n Irk L9rla//I�►�.t6i'k Or Id IC n Li ele CO csts V Q ,n 1 a� 0i:)-- '6'- .•;,, o., AI '8 UNP10 �, :444. 3/4 HOUR'FIRERATED ci, PPP (4 cu 6-* N. N � SELF-CLOSING DOOR x oc a CI 0./0 BI-FOLD \a _ 4/0 SLIDER - _ CLO. 5/8' T PE 'X' FIRERATED ...-...... - SHEET--1 CK T 'DUGH-OUT 1 PANTRY 3/0 POCKET DOUR 5'-6' II GARAI,E tr-Z1/2' j w/ 2-2x10's o+ HEADER x x 2 x 0 RAFT RS v 2 16' n.rf� 2 11 � 4`/12" cN. 4----w 3 Cu `1 3,i r 4_ co c.u�o,°1 G `� 3 N o ti o• 4" C+MICR TE SLAB ;n DINING ROOM 4 A +i a x Q. i ; r Q 4 pj ti3_ 122x/O 5 /le o-cr h � 1 Zx/Vj� /Loc. \ Zu j ~ $ c,1/6�. Cr Q N. b !�/.Qi ANC -tf4 ROOM •, o� ,: c /6 "O.C. r 4 /4 o cr. - s I w/ 2-1 3/4' x 9. 1/2' - Pl' 8' N } MICRDLAMS Tom! .;:,--7.1-,•-:I_ mammon _ ..r... 21' 0' C) • N • r CO :I:11.. 41 Z1 _ I ricNi 41 CA) I I d a. c .r . _ - _,-. ': � __. ...1 a-: -3.'rtr : r ;:_ r. /y r +�:. s ,7 fi / k t < . ,. ...;:::: < ,.w.rt 4 .isr<.• .; -;-.`-':i!--':77-:-.!.--:• :.:1----- -:t r • . t 4 ♦. 2.41 • W 3 BEAMS F, - 36 & ! W shapes• ' { I AI!awable uniform loads in yips - -_ for beams laterally supported 1 i • For boom:laterally onsupporte0,sea pado 2•G4 I 1 1 , ' uos,gna:,on W8 Wa .�._T1N8 -^I wil ' t 1 - xolght fro, Foot +5 •31 'd I 24 I' 20 17 1 1? 13 I _,.1:-, `Logo'Width I 8 1 8 1 e'/: ; t? 5ia 5 , , 4 4 a Givennlrn 1 J1 . . _ Lr 5.5 I 6 4 1 6.9 6 ee 5.6 : 5.5 1 4.2 : 4.2 : -4-. I. 1 ,G,-_ - 22.5 ' 20.0 i l'i 4-1 15 1 11.3 9 4 I , 2 5.9 ; 7 12 I 1-- -, 53.4 • - .f.01-- 3 I I 1 i 57.7 52.8 38.9 0.03 i 4 I 58.5 53.4 , 47.2 I 39.6 3C.` ' 0.05 I 5 I i 66.6 56.3 4.4 •�4SF! 37.3 31.7 24.4 ' 0.08 . ' 6 74.2 166.8 . b4.8 1 45.3 1 37.6 t 31.5 20.4 120.3 : 0.11 7 ; 71.1 I 61.6 55.5 47.5 11 38.9 I 32.2 27.0 122.6 : 17.4 1.15 1 i 8 - 62.2 • 53.9 48.6 1 41.6 34.0 1 28.2 23.6 1 19.8 ! 15.3 0.20 II . 9 ; 55.3 1 47.9 43.2 I 37.0 130.2 25-1. 21.0 1"7.6 13.5 0.25 1; - • - 10 49.8 143.1 38.9 ! 33.3 21.2 22.6 18.9 15.3 112.2 0.31 . I 1 1145.2 .` 39.2 35.3 1 30.3 1 24.7 1 J 17.2 ' 14.4 111.1 . 0.38 I • 12 141.5 135.9 32.4 27.7 • 22.7 18. 15.7 13.2 I 10.2 I 0 45 II 13 ; 38.3 ( 33.2 29.9 25.6 20.9 . 14.5 12.2 9.4 ; 0.52 I ! 14 I 35.5 1 3C.8 , 27.8 23.8 19.4 16.1 • 13.5 11.3 8.7 I 0.61 �I • . I 15 33.2 1 28.7 25.9 I 22.2 II I8.1 15.0 12.6 10-6 I 8.1 0.70 I 15 1 31.1 1 26.9 . 24.3 120.8 II 17.0 114.1 11.8 9.9 I 7.6 ' 0.779 I , '0i I 17 1 29.3 25.4 . 22.9 1 19.6 gg 16.0 13.3 11.1 9.3 1 2 0.90 l elf j `- ; 18 1 27.6 23.9 ' ' E i1 ,i{ ' • - �� t i 1 II - a I 19 26.2 22.1 • V I t it - ' >. " ; 20 24.9 21.5 t { • l 21 123.7 20.5 1 I 11 . • ' . ' 22 122.6 19.6 , I 11 I1 II' I . . � I I •' • I, 1 f ; 11 i 1 I (23.6)1 I 1(23.5) I! tl Proper1ds and RAacton Valt;6s .I - -= - - S in.' � 3 .1 I 27.4 1 24.3 I 20.8 1 17.0 14.1 1.-11.8 1 9.9 1' 7.3 ca;;IjG:t,), IJ V kipi 1 37.1 33.4 - 33.3 1 28.2 29.3 26.1 1 28 8 1 26.7 19.5 nt cet!o<• I, .. • R klps i 38.3 34.5 1, 34.1 I 28.9 �l 29.3 26.8 ' 29.6 ' 26. 19.2 t„n -co I: R;:ups 1 8.5 11.8 7.7 I 6.6 !I 6.7 5.2 1 6.6 . 6.2 I 4.6 I "Zi-'2 23 •. . . N,in. '. 3.; ' 3.4 [ 3.4 i 3.4 11 3.5 i 3.5 1, 3.5 ': 3.5 1 3.6 . ,,:, • ,- _..-. -. .- I 7.4C at,ova`leevy'Ir•,.,is!in-third by muxknur,ohowehtrr wro shr..• I, _. - .-'. '4,'496 4'R In hold fa<o excead ma;tim6,m web shear V. I - - +TAbula,ea in,rd9 fnr thIY shnpa are Computed +.,'r, rhe I.IIv-v4-:c 7:"' : (:,s+\ :"9.7.,1 ,r.. - • peranthoiect al t/1d betwm or the atioym DIN I(-,aC c:"um•, _ - �' ` it .. AMERICAN INSTt1UTE OF STEEL C•ON.iTRUCr:ON / dt . .... �. _. \ I CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT INSPECTOR'S REPORT 518-587-3550 Job Site: L/47 1614 144,1.,, elet,1-,42 Permit # File# Footings Foundation Rough Rough Insulation Septic Other Final before before Framing Plumbing before Concrete Backfill Sheetrock ,e, - , fi.-.,.. i el 1 • ‘ . LI) 11.4,(2.-ot- A 01- tk r PA-0,--4- 110.00fiq, Ititfepo$ titV ,,,,4,-,rb.,41-4.., • ) 3 Port n /A 4.- ci 0.4-01 iik 0044-0 AT pirivti„t 0.4,4 4 i , ... CI I --r i, ( (..,,,7 —7i.(e2.4.4, A"I ,te,".C 41,at.' .". • -----., , 0 k --C4 IP "1 —,4 .. Passed Reinspection) Failed i . re.s,c4z.ilf.cilei . stop work Inspection date: ‘1114 '' 5 0 Inspector Ov-f4 /41-4.%44/ . . , _ - - A CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT INSPECTOR'S REPORT ,5178-587-3550 . .0 Jot; Site: AO JJ-(J& ',74c-o? 1,44-04J' Permit # File# 69,93 Footings oundatAatN Rough Rough Insulation Septic Other Final before before Framing Plumbing before Concrete ackfill1 Sheetrock & D FiLtirr•) 6.,4e - 63444 .t,c 142.4t.g.z- Passedd CQR $11, Reinspection Failed required stop work 1.1 { Inspection date: ' Inspector: t CITY OFSARATOGA SPRINGS BUILDING DEPARTMENT , i•- :• "et fit -.... ,.../ • INSPECTOR'S REPORT 518-587=3550 z I ,..... . • , Jo..b Site: CI ( OA ---) ,) it ifl,t- 0/0, ',,1 ii,,,,,,,,L. P4rmit # 1 Z)4.6' -2 r i > File# ..." • %. a,.....,-.....,, / . Footings !'aundatio Rough Rough Insulation Septic Other Final before before Framing Plumbing before Concrete Backfill - , Sheetrock 1 - . -- • '7.4.9,A1 LitkiN .i . , -) 71.,a4 ,...1-4j‘lt)) .,....... • 1 ,- -- k A A , xi/ i.,,, ) _ • • Passed Reinspection //caild'"•3 ----,,, required top work -Y Inspection date 9 , cliq Inspector 91,77.1• 4 i 1 . _ _ -- -ro"-' 4 rte�� n DATE TIME AM p - `,`� , Z.�/ _ 02 ; Off' PM FRO H Iv'�y��j /� / AREA CODE f l T� !/ NO. N OF('J� % wu EXT. 3 0 to Ail g4_6>11___ Ms 2._._ am A / 1,/ — IG 0(L ' ICA- — PHONED El gACK 0 R. LRNED 0 SEEYOU 0 AGAINALL 0 W IN 0 URGENT❑ Amwwwmmilimm. vs .4;, `a . . CITY OF SARATOGA SPRINGS BUILDING DEPARTMENT • INSPECTOR'S REPORT 518-587-3550 Job Site: :" . f ..: Permit # File# F +tings Foundation Rough Rough Insulation Septic Other Final Before before Framing Plumbing before •ncrtiet Backfill Sheetrock S, 1,0 r , 4° a 'ria. rdzkre4,, H A4re` "mow -e'^° t)t/i", ork-42, E;kms 3t,.t'i.s'`" x14,el Se <41* t t`" Reinspection Failed < required stop work Inspection date: ¢ (; y Inspector: ' sox X11 SARATOGA LABORATORIES, INCORPORATED LW SARATO4A s►ItlNas, N.Y, p 11144--441HII PRIVATE WATER SUPPLY .. /446 • /1 •• WO to • lA4. No..__:: .eon oou. '9/1)i M d 11/41 Q i 1.11txro 1Awnts How I n •-t _ _St] kit 6Acfw ____ , oown • . . TOWS . Neat or OWNt• _....._ .' / .L, L .. ..LL./i ..!' _ .►A110N I y=iCP aI,.4 �__ 1AaniN• POINT.._., Si . .. _ • 101.404 0110441U+ ou• Wul .._..... 0111140 Will K , 0I4YIN W/tl 1P11N•.....�.... $V1/A41..._.� rU11U0 $V►IIY�.._.! AooITIONAI0141.11T10141.11T19040/ WW1 \ ‘. Oi1TANC1 111014 All 10$$1141 1)U11011 01 PO1WT1011 • _ —• 1WItT 4N44(I.AT14 WHIN SAW' 191 YTIQ 1QQ, M. Gt. .l�O�`�-„ /gf,1 • owi or '�"` lwtr't�Nnl / TYITI O r— • �'1` W.((NT 01 (tC(NT'IIIH(tto YUn HQ❑ IllNl{{ _._.. • H Vreor.4VvE •/ r•••••••••141. .4o . 4.4.11.M M1 M••449 [ A 6.14.44,w,►KTIA.444.1$00 fr fW UL 14 yr O AMINATION 00 WATIR MCTCRIA KA C00104.‘OAOVr < I I 40M)4'0.•N►fQNM WI 100 wt..�---- El.:1 Based on Bacteriological Teat, water sample •submitted •meete specificati of the Nay- York Sanitary Coda for Public Drinking Water Based on-Bacteriological Teat, vatpr sample submitted .does not meet } specifications of the New York Sanitary Code for Publi Drinking 4 Water. , e . Reports to Client( )_ f• ianature AU, -.•�t.3 Others • 4 •«( • ......... ..-.... • (Notes it is understood that these test results oay not be used as the• best for legal action. ) • . IF THIS SUPPL7C•IS USED FOR A BUSINESS,PLEASE INDICATE ON REPORT FORM VI SPACE MARKED "Plant" Examples 'Motel Trailer Park • . Restaurant & Bar • • Public Mater Supply . Eto . •• • • • . `1 III 40* 20 1 r hoSt42V-e-A tst..* •1 SCJ �rea,E.^t' z..o Q- f 30 x 5 o x ILe 1t(0 72,14 ILL 5-1-f0 3t) 3 8 .(0 l'1 , 11 'L 3 1R x r 8 131 J53c Cv 38 5-1 ga 3 /6"5, 3.7S, 3? e,„ jt ,421.'Ati c 4 S Z_ ,Y Ivry 31-7,te , 13,r • -1,r16., -- Jrc 2,co 1.41/4.1,-T.S' t Y'1 R AP- 3.s �,� ok_ _ II it li II • • _. _ _ II - J T-11c 12,— :3 f /3 kr-r S2,1 13 xL, 1.4 2-4P (4,..t. 3 1-• "7- Z 5 7 s 1.4) CITt9_ 4, 6 sko —a-et I 7i a or, 127:04- 1V1 11%, Z.,31 H WI 11P 1?-4 3 F s rui 10.8 a4cA 1_ zds / s- g. 4- - Q 3 i 2- 6 •), /15- I LS 0 /5? tri-8.11,1 cl) 242,1i q ti ri; 22:15 j . `"1 • • U . Lot#20 Meadowbrook DCHD-WWC THIS FORM IS TO BE COMPLETED, BY WELL DRILLER OFFICE USE ONLY GROUND ELEVATION WELL COMPLETION REPORT NYS It. RETURN TO: SARATOGA COUNTY GRID E - WELL COMPLETION ENVIRONMENTAL MANAGEMENT COUNCIL NO. N DATE SARATOGA COUNTY MUNICIPAL CENTER 10 3Z $9 BALLSTON SPA.CLW YOHK 12020 SOURCE PLEASE PRINT OR TYPE 885-5381, EXT. 425,430 LOG. NO. STREET ADDRESS: TOWN/VILLAGE/CITY TAX GRID NUMBER: it WELL LOCATION L_o-f I; n41�� 1 r }}f ��'" i Yt SECTION BLOCK LOT NAME: / ADDRESS: 1 WELL OWNER Ea PBIVATE i-�z Mon A' /Z 'g, it 4 ❑PUBLIC USE OF WELL N RESIDENTIAL 0 PUBLIC SUPPLY 0 AIR/COND./HEAT PUMP 0 ABANDONED e1) primary 0 BUSINESS 0 FARM 0 TEST/OBSERVATION 0 OTHER (specify) 2 - secondary ❑INDUSTRIAL 0 INSTITUTIONAL 0 STAND-BY ❑ SKETCH OF WELL LOCATION Locate well with respect to at least two roods, showing distance from <intersectiori and front of lot ., .,.w.�---�-"� • otion of lot toandto at least two roads Well location on lot house (if present) ., Ind' North tee 11�vy� _ wc11 . f. k i i DEPTH DATA WELL DEPTH2 ft. STATIC WATER LEVEL 60 ft. DATE MEASURED 10-31-89 DRILLING 0 ROTARY ati COMPRESSED AIR PERCUSSION 0 DUG EQUIPMENT 0 WELL, OINT 0 CABLE PERCUSSION 0 OTHER (specify): WELL TYPE 0 SCREENED 0 OPEN END CASING OPEN HOLE IN BEDROCK 0 OTHER TOTAL LENGTH 76 ft. MATERIALS: g STEEL 0 PLASTIC 0 OTHER CASING LENGTH BELOW GRADE 7c ft. JOINTS: 111 WELDED 0 THREADED 0 OTHER DETAILS DIAMETER in. SEAL: ❑CEMENT GROUT ❑BENTONITE ❑OTHER, , I. WEIGHT PER FOOT 15 Ib./ft. DRIVE SHOE:ki. YES '0 NO LINER:❑YES til NO SCREEN DIAMETER(in) SLOT SIZE LENGTH(ft) DEPTH TO SCREEN(ft) DEVELOPED? DETAILS FIRST 0 YES 0 NO SECOND HOURS GRAVEL PACK 0 YES GRAVEL DIAMETER TOP BOTTOM 0 NO SIZE: OF PACK in. DEPTH ft. DEPTH ft. WELL YIELD TEST If detailed pumping WELL LOG If more detailed formation descriptions or sieve analyses are available, please attach. METHOD: 0 PUMPED tests were done is in 1 DEPTH FROM Well N1 COMPRESSED AIR formation attached? SURFACE Bear r Dia- FORMATION DESCRIPTION CODE 0 BAILED ❑QTHER ❑ YES 0 NO ft. ft. in 9 meter • WELL DEPTH DURATION DRAWDOWN YIELD Surface25 ft. hr. min. ft. gpm. 6 '� S`3rtd 2 7 76 6 1 1 Drilling 76 302 X 6 ,.� WELL DRILLER NAME law t417im O ., inc. ADDRESS 18 Flamm 1]riiie 'Instal Spa, N.Y. 12)20 SEND WHITE (DPY TO CDUNTY EMC; YELLOW, PINK & GOLDENROD COPIES ARE RETAINED BY TOWN, APPLICANT & WELL DRILLER , x ' FILE NO. V')99.3 City of Saratoga Springs APP. NO. ' (.0`x'8 New York Office of the Building Inspector City Hall APPLICATION FOR, PLUMBING PERMIT application date 3 \ zzKo permit number 1-La albdeny dater zz19 permit fee it oo location of property r�,� & (ha; Zo owner,6iy-,-,Z 'c% ,4,........... phone 5- 7 ,,oc)o address _ 7 / , �tj�j-C Dijr App plumber r.7GT2f_l77 ---- phone 22...---_ //,, ),/ address .2 �� new installation / •-e- cost /�, 6 c) describe alterations cost describe other cost explain 7 licensed plumber /t,e4 _. 3 Izz cp signature date • N • 1 R a 560.00' , / I • 1. = 149.73' CH = 149.28' SLI , LOT 19 IV 3675'20' E Q o s illil A s'.� , 0. t\y - -,. "--4.,t.. ...5......,,, ..........,...%% / CY / O Z �.�as. f N,` \ • '' / LOT 20 • *.-\ \ ` / V AREA = 2.08E ACRES ,°) % LOT 21 • • \ f % 0 / . _._•. J UNAUTHORIZED ALTERATIONS ON ADDITIONS TO :311:1471 `INOT "uW.O I(S PROPOSED BUILDING LOCATION THIS SURVEY YM NOT BEARING TN[LARD SUIVETdR'S pMS=SEAL SHALL NOT BE COMMEND 10 BE VAUD COVES. CSRTB1cAUONS NOICA1m dl APPLIED HEREON SHALL ONLY RUN 10 TIE PARTY EOR WOW flit • } 9MVEY WAS PREPAIIm,A O1 NIS B01AE WIC LOT 2 0 co AOOn0NAI PARIES LISTED WRECK CER1U1 ONS ME HOT TRANSFERABLE 10 ADDITIONAL PARTES OR SUDSEDIOlT OWNERS NOT USIEO IEREON. • • ROLLING BROOK DRIVE CITY OF SARATOGA COUNTY OF SARATOGA z STATE OF NEW YORK 0 51 0 liP1 t ENGINEERS ,,, i) a i SURVEYORS • • 411 Union Street Schenectady, N.Y. 12305 518-377-0315 Fax.518-377-0379 • -- _____ DATE: SCALE: DWG. SHEET OF 0 DECEMBER,1989 1"=100• 88-0418 1 1. + O ?7,1 ab- '1 Q k h11k- 1 LST 2,0 of . s vz?, E J i - DRAFTICS, LTD. P.O. BOX 113 • 1228 UNION STREET SCHENECTADY, N.Y. 12301 (518) 381-4079 NYS ENERGY COSERVATION CONSTRUCTION CODE PART 5 CONTRACTOR B ..mONTE Buf t S ADDRESS A) ENERGY SYSTEM Heating V/ Heating & Cooling B) DESIGN DATA Outside Design Conditions Indoor Design Conditions Heating Degree Days - 7000 Winter Dry Bulb Temp. - 72 max. Winter Dry Bulb Temp. - 1 Winter Humidification - 30% max. Summer Dry Bulb Temp. - 87 Summer Dry Bulb Temp. - 78 max. C) BUILDING ENVELOPE DATA ABOVE GRADE THERMAL PERFORMANCE VALUES NON-ELECTRIC HEAT ELECTRIC HEAT SUBSYSTEM PROPOSED INSULATION U-CODE U-ACTUAL U-CODE U-ACTUAL Opaque (o a F:4. l J5ut. (1•lq) w/ 0 .05 D•d'�' 0.04 Walls Pt. CDK 'PLY. SHegl. Glazing 0.58 Q.S 0.39 Doors 774EJafr% 'TRW (R-11) 0.40 640-7 0.40 Ceilings �-3a (a. 0 .04 0.03 0 .03 Floors (7P iq7 („. 0.05 p.ps- 0.05 over unheated spaces Basement C�-Ii, f7(s•• 0.09 . ; 0' 0.09 Walls -ter 0 'tONAt etr 4 yxr u*"�i�^�i ;461 gy, 05101 �c.4 f' Of TIE . BELOW GRADE THERMAL PERFORMANCE VALUES NON-ELECTRIC HEAT ELECTRIC HEAT SUBSYSTEM PROPOSED INSULATION U-CODE U-ACTUAL U-CODE U-ACTUAL Basement CK-(� �:(,�� 0.09 .0? 0 .09 Walls Depth Below Grade 48" .49 48" Slab Edge 71( S7)ej?pFb?am R=10.0 /0 . 0 R=10 .0 D) AIR LEAKAGE • Infiltration Losses SUBSYSTEM MAKE AND MODEL q-CODE q-ACTUAL Windows inAgS/tl\) 0 .5 Doors 0.5 (slider) Doors -ThO'1A "TRU 1 .0 Q . (swing) Caulking and Sealants YES NO Exterior Joints and Openings Between Wall and Foundation t/ Betwwen Wall and Roof Between Wall Panels 4./ Weatherstripping of Openings • Fireplace Non-combustible Doors Less than 20 cfm Flue Damper Source of Outside Combustion Air \j A Lis_-1 0 OoE .��04/ 3. ea re 05101 o�� ofMEStd' E) MECHANICAL EQUIPMENT PERFORMANCE Gas/Oil Heating Equipmnet Efficiency 81-- % Electric HVAC: Cooling COP Heat Pump g.(e5.-- COP F) MECHANICAL SYSTEMS CONTROL Thermostat . Heating Only 45-75 min. Range Cooling Only 70-85 min. Range Heating and Cooling 45-85 min. Range Temperature Zoning YES NO Thermostat for Each Zone Means to Restrict each Zone -----V- 1/ Thermostat Readily Accessible G) MECHANICAL SYSTEMS INSULATION Duct /insulation Thick N } in. R- Heating/cooling Pipe Insul . Thick in. R- H) PLUMBING SYSTEMS • Domestic Water Heater Electric standby loss Gas standby loss eff. Oil standby loss eff. I) ELECTRICAL DISTRIBUTION Electrical distribution design to conform to National Elctrical Code YES ' NO \)71 br- [ • C liis; ' r". Sig PHONE (518) 885-7952 • HAWK DRILLING COMPANY Lindell Hawk, Contractor Domestic and Commercial Drilling Water Well & Gould Pump Systems RD 6, Florence Drive Ballston Spa, NY 12020 November 15 198 9 Belmonte Buileers, Inc. 135 Meadowbrook Road Saratoga Springs, N.Y. 12866 To whom it may concern: On November 14th &' 15th a four hour flow test was pulled. for Belmonte Builders, Inc. (Four Hours Each Day) Lot#20, Mead.owbrook Road, Saratoga Springs, New York. The type of well is a 302 foot drilled well. Our firm does not guarantee quantity or quality of water, at the time of testing the flow was 6 gallons per minute. / #f/ / Lindell Hawk (President) Hawk Drilling Co. , Inc. . -ei• 1 DTICS, LTD. I' P.O. BOX 113 421 PEEK STREEJ • SCHENECTADY, N.Y. 4,2301 (518) 377-6901 / UA. 5/15e--.47-"4 f� SP4/•✓ s k3 c.Aa . 7", + f T4?.. . G T/ 4 lei ice: 130 L /no aTc 33vI or-stS --- .t..0 7- .Z-O ,vbe-A$Q)(341 Big oo.0 CAM" if .z x /O L D O 2 sa/S 7 Q /hp"0. G, 7`1, a T�1. '-, Q /4 "o. c . 41.4o W. S P4..vs Fo.e._ T--1-/'-,$ /G"o.0, `..w/ .L/3 Go 4,044.7-ia A) / ST oat- /G 6 I, 2. 0 /e % O" iie:4• 4 C, C-f/ ��/G€ /5 4 C i TA/r1of Tomc' S/,l/ . a .E � - ,C6cc2 /5-4-0 " ,Z. A/° f'L o 0,e_ 14 /.-- 9. 2_ N \_103e/ ct C( 0 ,t_�C. Mo . X40 t l' Z tpl,b 6 foTii4,,. 051591 ��4 Of THE V 7'-0' 7'-0' E 6 03 2-2 x 10's x L 2-2 x 10's—t- : HEADER w HEADER v N -- 2/0 x 4/0 1 2/0 x 4/0 . `� SKYLIGHT 1 SKYLIGHT 4134,' J • �' �y42 1�s SCREENED—IN N Oi `"�s \ C PORCH co zi- 13'-5' N '1/1 UNIdE�s - -' ' - SKOYLIGHTO 1 I 2/0 x 4/0 11'-3 1/2' 1 SKYLIGHT J s L .<_ -.. )...' '-11�, '-11' '-il' © A C)1 • 9/0 x 7/0 S.G.D. N l iO . - w/ 3-1 3/4' x 9 1/2' ih m MICR❑LAMS c' F;' 21'-7' . cl /0 0 ..7(,/,"7- t..)/4b o 5 -r 34 o .2 \ /BXS/G i L= // z '.Mi-LT' V- 2"' 714" STEP D 1 .../. c .a L/4h'1 .4-.✓f_h/7' - wr co FAMILY ROOM ,..„. , ` r, 21,5,4 sZri ,/..t `EP DN 1 //// st • • 3/0 ❑PNG. 1, 17'-6' N '-0' 2-2 x 10's -le _ n 2-2 I 1s) _x 10's FLUSH HDR. FLUSH cm �1\i /'1 :. FUR WALL OUT 1/21 m HDR., IJ0B.L00ATI0Th o7.-- 2c3 oy1 �2a • LICENSED PROFESSIONAL ENGINEER OR REGISTERED ARCHITECT: NAME: 11C4s - 11o . ,N ADDRESS: 1,3 07 F(D) 4-clI 0 1 ' —`tit Iv/ PHONE: (v p • • OWNER: NAME: 8 t : oAr7- !`' tJ/L-c7 /2,5 ADDRESS: /3C ,4 o 8.2oa 2. 0•,2) PHONE: SS 7-2 The undersigned hereby certifies that he has prepared and/or reviewed and modified the attached plans and specifications for • subject building and certifies they are in compliance with the New York State Energy Conservation Construction Code. • 65`S diSSIONN c�c� M � arF • a r • d S'fi 051$00 : ofrHEsos. '" ,. Seal Signature of • R.A. •or L.P.E. A IORAFFICS, LTD. 1 P.O. BOX 113 1228 UNION STREET SCHENECTADY, N.Y. 12301 (518) 381-4079 NYS ENERGY COSERVATION CONSTRUCTION CODE PART 5 CONTRACTOR .YMONTL -et/faX7Za ADDRESS A) ENERGY SYSTEM/ Heating V Heating & Cooling B) DESIGN DATA Outside Design Conditions Indoor Design Conditions Heating Degree Days - 7000 Winter Dry Bulb Temp. - 72 max. Winter Dry Bulb Temp. -, 1 Winter Humidification - 30% max. Summer Dry Bulb Temp. - 87 Summer Dry Bulb Temp. 78 max. C) BUILDING ENVELOPE DATA ABOVE GRADE THERMAL PERFORMANCE VALUES NON-ELECTRIC HEAT . ELECTRIC HEAT SUBSYSTEM PROPOSED INSULATION U-CODE U-ACTUAL U-CODE U-ACTUAL Opaque 4;1 rt. mMSt1L. N-I.: W/ 0.05 O•d1r 0.04 Walls WI OW 'Pty. SfkWh Glazing 0.58 O.S- 0.39 Doors M4k likt4 (it.4c5 0.40 O.or7 0.40 Ceilings C-R-31! � f-.120.04 0.03 0.03 Floors (7/kr•1Q1 Floe. 0.05 b.c 0.05 over unheated spaces Basement C-R-101,.. 0 .09 pO�' 0.09 Walls � OW kill \J'A Y\ u \' \ , ., j v d 00 ' r. f,,\ t BELOW GRADE THERMAL PERFORMANCE VALUES NON-ELECTRIC HEAT ELECTRIC HEAT SUBSYSTEM PROPOSED INSULATION U-CODE U-ACTUAL U-CODE U-ACTUAL Basement CA-(6 C-(„ 0 .09 .01 0 .09 Walls Depth Below Grade 48" 'Aft 48" Slab Edge as SyRpF.Ar+? R=10.0 /0 .0 R=10.0 D) AIR LEAKAGE Infiltration Losses SUBSYSTEM MAKE AND MODEL q-CODE q-ACTUAL Windows - Mp)ZJttJ 0.5 . Doors 0.5 (slider) Doors 1VeRfnA '7Ru 1.0 0. (swing) Caulking and Sealants YES NO - Exterior Joints and 1 r /Between Wall and Foundation �/ Betwwen Wall and Roof Between Wall Panels. 6/ Weatherstripping of Opening's A/ . ' Fireplace Non-combustible Doors c✓ Less than 20 cfm Flue Damper ✓ Source of Outside Combustion Air i\I1Ln s--1 cl II QQkEE NA/143, ,,50,- �� P MOSS ' 1 Pt' 0518'1 O, OF THE %" f ) MECHANICAL EQUIPMENT PERFORMANCE es-- $ Gas/Oil Heating Equipmnet EfficiencyCOP Electric HVAC: Cooling COP Heat Pump F) MECHANICAL SYSTEMS CONTROL Thermostat • • 45-75 min. Range Hooting Only 7d-85 min. Range Heating and Only Cooling Hooing45-85 min. Range YES NO Temperature Zoning Thermostat for Each Zone Means to Restrict each Zone Thermostat Readily Accessible G) ,MECHANICAL SYSTEMS INSULATION : ; Thick N in. R Duct /insulation Heating/cooling Pipe Insul. Thick — in. R- H).`,PLUMBI:NG SYSTEMS .I.', _ V� ,tip Domestic. Water Heater standby loss... •- ` :Electr c standby loss eff.. 'Gas standby loss eff.' x.0i1 r I). ELECTRICAL DISTRIBUTION Electrical distribution design to conform to National Elctrical Code YES - NO 1i , "\)-1 l .4°2410,:.:14,4s.,Nktb 1 .C1 1 00X 362 SARATOGA LABORATORIES, INCORPORATED SARATOOA $PRINES, N,Y, 0 • PRIVATE WATER SUPPLY tih44t1 . • • / b, d �d d �uO�Tw lied4.,0-6?-04-. /_/?.----9-0 •�.e. r / / i 510'D ww..... /8/1 Q IXAM�D ......484.4.2.:...c) 06 �g LAI. NO.w. .w••.o. I TM�yw.gw.wnw�w.www.wwww w o/A, qj TAMS 11051 1 TOWN ....w U Ol _t/ 6s / .,w.ww._w.,w.www COVNTYw.�w NAM! OF OWNUA .w-..w..s., i✓G OTE �k/GOv,Q. i�JC ' ,w.www... 2a0/6 el). ADDRtii�.1.. C, lo. IATON I ,........w..,..www.wwww.w.w , GM .f "R/ • SAM/LINO ►DINT ,.w-w.-..«.....^.-w-w-.www• ;OVRCt 0/ I/1M1N1 014 Wilt. www....... Dil1.N0 W1144 DRIY{N Wtll...................WINO.......r.,.... WIWAC.I... 2V6‘10WPPIY • ADDITIONAL Dt$CRIPTION OP WAN w www....w...,...._w ,...... . . °ISLANDS PROM All P01i11l1 MMUROU OP PO VTION --•-ww.w--.�,•r--•--w-w-=--mow-- ��rr •" • 1V4IOiP Y CHLORINATED WHIN SAh4PY�E D HOD, RIP. Cl. .f .......�':�:•:•1► • UVaro --- MS� ►llw,.w..wwww.w..w.... ` , co‘ CURRENT OR RECENT*I TYfq 3/ LINi;SI YES O NO 0 IllPlli lIornplin9 Note N MI.We r..pon.I01111y o1 In,owner o1 In,we er wpiy,W h11 W her'gym. 1 wenn Nb,MMM. nol rnp.n.1DI.lot 4404. COLLECTED EY! MIIMDIMNI INTIM M(TM00 RC; T9, EXAMINATION OF WATER • EIACTERIA PER Ml. • COLIFORM OROVP ' AGAR W 0.•N MOOS• PER 100 Ml. q .. , . [n Based on Bacteriological Test, water sample 'submitted .meets specificati of the New. York Sanitary Code for Public Drinking 'Water^„, • . Based on' Bacteriological Test, water sample submitted..does not meet :::1-epecifications. of the New York Sanitary Code for Publi Drinking Water.,,_,,... ' 41101' • Reports to Client( ). ' Sianature ' LW ,4 03 Others . - -411Y . (Note; it is understood that these test results may not be used as the• basi ' for legal action. ) IF THIS SUPPLY` IS USED FOR A BUSINESS,PLEASE INDICATE ON REPORT FORM 'IN SPACE MARKED "Plant" . r . Examples 'Motel Trailer Park . • Restaurant & Bar Public Water Supply • Etc. nl"r. . -, =_ LO .•l.i VI 1.L C.j :ij-1L P. 1 I DRAFTICS, LTD. P.O. BOX 113 421 PEEK STREET SCHENECTADY, N.Y. 12301 (518) 377-6901 --7-0 ,I Ci / Of•' Vi/1-70-4- '731 C, i1 Si., -'/,4) 6 j 66l/Z.IA)6 6,E/37' rr'.Po,'? .' ,Q .t-__2-,:1,, rF /9 i),Z. .7--e) "iv-7 /7— A,.-1-.7 Cci.fC 7CO•A , / /'7 4. G r,4. A)`i, _ c.e-Kri'? 4 K /!.- ._.; CL. /6 •' n. C . 7-4.) ,,,.k4 /i7+'`2 .'S /le " a, c , id 9/ `?~�'`Z ',5 /G a ,c , c .¢ ,1 s_;�..-1-A/ -- /G �-N /`. . .a.✓6 �. -r--- ,.:7-0/.5 ;_ Fi.,¢,✓ /,4/ 7-1/2/,4. .4/4 ase .t5 /6'.-'.erz- - -iiE/L E Foie- ,4 4-u -.7"'ra/s 7 c:. fi.o.L�/ -7-L.: _1 prI-A/ , 4 ri J C3 .00.4ixaki I 4. "j ash.' 1ei '\4411 'may 45,1 0 THUS JOIST CORPORATION a division of T) International New England Regional Office 548 Donald Street, #5 Bedford, New Hampshire 03102 6031647.9236 April 4 , 1990 I Belmonte guilders FAX # (518) 587-2016 Attn: John Roberts Subject: Lot # 20 Meadowbrook, Saratoga, NY Dear John; On Tuesday, April 3, 1990, Mark Johnson, your Trus Joist technical representative, described to me two conditions at the subject project. These conditions are documented in the attached sketches. The first condition involves a 14" long X 4" high rectangular hole in a 9 1/2" TJI0 joist. The maximum shear at the hole which I calculated using partial span loading is 253 pounds. TJI� allowable shear, values are based on testing performed by Trus Joist Corporation. The allowable shear at this hole is 349 pounds. Therefore the hole is acceptable. The second condition involves a headed off joist condition. This condition is acceptable based on allowable product values published in the BOCA accepted NER-119. If you have any questions or need more information, please do not hesitate to call. Very truly yours, kliottl6d/x-- Paul W. Swanson, P.E. New England Regional Engineer . . i cc: Drew Kappus Mark Johnson • . i, - ), ,471 jII ;1 disn .)liol i I Inti..rlysillon;11 Hi..y.' 1 !,•:t...1AN!.) :( ir..) 1AL. olTir:i• 1,•,r, 1:;.,, 11,! :‘:;:. ,'1, s".; • Lt...1,)!,.i. i'lt '.': i 1:1;tip..1,1,. (3:t10:' • i... (; * 1:A):.!iii:10'- ',11 I PAUL W. SWANSON, RE. .. i.'.:. A) 0.)as C_ (6, '' a c . H - ..-..)-, " 1,- eA Ai 40 p.,_;.( /..t.. I ot, ;( tit_ F.Look . - ,--. L. 2_1 . . • ,',A- ‘161 )40i-S :: Z 5 3 41: • Il-i• f•.•:/-•---7 i•,-, 2.,...,• • V ALL.owASLG' ; 34, Irl. —7- i!.l.7' . . . . ' i - •!'''' 1-"1, 1 ( • I I la .:i ..)) IH E A 0 e-R.. c_.oND I-17 0N `; /z r,g..r 2 17; • .. . ...., i ) Fi:4.1 : I . .....,...,•' ( i ID i D t8" 2c)" /4-enic.An ON I el)()IiieD , I t_i /+-e-e-no rA6 L.s ,p-Ast-o-o • ___............................__ ... _.... . __ _ ________________ . ''-------- Doue L c oN v A LuGs Pu SCA S :' k".' II '-a" .-.3 c?A•iv i iv Ere N - i i 9 • .. . .,... :...._.,, i.:.::::: • • -:,.....4•44 :. . . . ... .... . . . . . . • . • 1... iit,':•t,.. ...4:.i.„..i., . . 1 . If.: • r ;..,... • : . .,....„i,. -.. 1-.: •-, .,is.:.: • • : J ..,....1;),J,;. • 1,',r.,....,' . ,i.,\[Or.: LO r (1%1 ../1-4 0 OtA161Z.00 V ,! 1 (_)N: /'.j /)7) _.)1. TVGA, IV Y .',111-.1..:.1. or 1 , /7, „,, A /_ /_ _ I DCHC.WWC THIS FORM IS TO BE COMPLETED BY.NELL DRILLER ( —S GROUND ELEVATION WELL COMPLETION REPORT OFFICE USE ONLY -- ft. RETURN TO: SARATOGA COUNTY GRID E WELL COMPLETION ENVIRONMENTAL MANAGEMENT COUNCIL NO N DATE SARATOGA COUNTY MUNICIPAL CENTER _112-31 — 89 BALLSTON SPA,INLW YOHK 12020 SOURCE PLEASE PRINT OR TYPE 885-5381, EXT. 425,430 LOG. NO. J STREET ADDRESS: TOWN/VILLAGE/CITY •TAX GRID NUMBER: WELL LOCATION1 -0� ao MecJiroo � ) Snr.�4 a dl SECTION BLOCK LOT ADDRESS:WELL OWNER NAMAafl . � l � ® P I VAT E� 0 at�rrac� ) , 0 PUBLIC U4E OF WELL 12 RESIDENTIAL 0 PUBLIC SUPPLY 0 AIR/COND./HEAT PUMP 0 ABANDONED I (t primary 0 BUSINESS• 0 FARM 0 TEST/OBSERVATION 0 OTHER (specify) 2 - secondary ❑INDUSTRIAL 0 INSTITUTIONAL 0 STAND-BY 0 SKETCH OF WELL LOCATION Locate well with respect to at least two roads, showing distance from intersection and front of lot °tion of lot to.at least two roads Well location on lot and to house (if present) • t Nosh ) S41114---%rt9A • "-ate/ i DEPTH DATA WELL DEPTH 31- ft. STATIC WATER LEVEL 60 ft.I DATE MEASURED 10-31-89 DRILLING 0 ROTARY Ud COMPRESSED AIR PERCUSSION 0 DUG EQUIPMENT 0 WELL,OINT 0 CABLE PERCUSSION 0 OTHER (specify): WELL TYPE 0 SCREENED 0 OPEN END CASING 123 OPEN HOLE IN BEDROCK 0 OTHER TOTAL LENGTH 76 • ft. MATERIALS: 52 STEEL 0 PLASTIC 0 OTHER CASING LENGTH BELOW GRADE 75 ft. JOINTS: 6d WELDED ❑TFT::EADED 0 OTHER DETAILS DIAMETER 6 in. SEAL: ❑CEMENT GROUT ❑BENTONITE ❑OTHER WEIGHT PER FOOT 15 Ib./ft. DRIVE SHOE:12 YES 0 NO J LINER:❑YES ER NO SCREEN DIAMETER(in) SLOT SIZE LENGTH(ft) DEPTH TO SCREEN(ft) DEVELOPED? DETAILS FIRST 0 YES 0 NO SECOND HOURS GRAVEL PACK 00 YES GRAVEL DIAMETER TOP BOTTOM O SIZE: OF PACK in. DEPTH ft. DEPTH ft. WELL YIELD TEST If detailed pumping WELL LOG If more detailed formation descriptions or sieve analyses are available, please attach. METHOD: ET PUMPED I tests were done is in- I DEPTH FROM Water Well t COMPRESSED AIR , formation attached? SURFACE Bear. Dia' FORMATION DESCRIPTION CODE 0 BAILED 0 QTHER : 0 YES 0 NO ft I ft ting meter . In WELL DEPTH DURATION DRAWDOWN YIELD land ft. hr. min. ft. • Bpm Surface 2� F i 'r ,t Sam 302 7 ' 6 Cray May Drilling76 302 X 6 � WELL DRILLER NAME wok- Drilling op., Inc. 1 ADDRESS 18Flarerre 111Ve )$Llsbal Spa, N.Y. 12020 _ SEND WHITE COPY TO COUNTY ENC; YELLOW, PINK & GOLDENROD COPIES ARE RETAINED BY TOWN, APPLICANT & WELL DRILLER r_____-F-�A-\La!.1 11.l) i1 r1 i1 l:!1.1.1 A_•/\,f.�t? i f 1\ ,1 (.�! .!.?/.,i�.� i. 1,i, ia! ,,i.k,! i ,./a i1.�)AI.i.k i.? t.,, I.1 i.: , i,:i., i., i,,/„‘ i , l.-,i.!i.\,I-, I.,1 1_1 i-, _ THE NEW YORK BOARD. OF FIRE UNDERWRITERS PAGE` ,� 225713 BUREAU OF ELECTRICITY ;i 41 STATE STREET ALBANY,NEW'YORK 12207, - • Date MARCH 11,1991 Appliepi on,No.on file03929690/90 A 048930 gTHIS CERTIFIES THAT _ k only the electrical equipment as described below and introduced by the applicant named on the above application number in the premises of $$s I C~ BELMONTE BUILDERS, 20 ROLLING�BROOK, SARATOGA, N.Y, 1 0 in the following location; N Basement L-:1_ 1st Fl. ' 2nd Fl. GAR/ATTIC/OUT Section Block Lot ; I was examined on JUNE 14,1990 and found to be in compliance with the requirements of this Board. {d FIXTURE E{EPTACIESI SWITCHES FIXTURES RANGES COOKING DECKS OVENS DISH WASHERS EXHAUST FANS 0 F OUTLETS INCANDESCENT FLUORESCENT OTHER AMT. K.W. AMT. K.W. . AMT. K.W. AMT. K.W. AMT. H.P. I! • k 31 65 57 23 9. . 3.• 7.3 1 7,6 1 1.5 3 F = 1 DRYERS FURNACE MOTORS FUTURE APPUANCE FEEDERS SPECIAL RK'PT, TIME CLOCKS BELL UNIT HEATERS MULTI-OUTLET DIMMERS 0 NAT. K.W. OIL H.P. GAS H.P. AMT. NO. A.W.G. AMT. AMP. AMT. AMPS. TRANS. AMT. H.P. No OF FEET AMT. WATTS 1 30 • 10-3 1 SERVICE DI NN T f SCO EC NO.ER S R V I C E AMT. AMP. TYPE EQUIP. 1 0 2W 15 3W 3 0 3W 30 IW NO.OAR$COND. OF CC.COND.. NO.OF HI-LEG OF HI-LG NO.OF NEUTRALS OF NEUTRAL g 1 200 MCB 1 X 1 4/0 1 2/0 0 OTHER APPARATUS: 0 11 ! WHIRLPOOL TUB-1 ' k PADDLE FAN-1 DISPOSAL:1-•F K.W. E G.F.C.I:-4 SMOKE DETECTOR:-1 ;- il ROBERT VAN DUSEN 1v,77e •F. g P . 9.. 16 LI a97NDEN CT. BRANCH MANAGER 16 L CLIFTON PARK, NY, 12065 218 '---RM •- Per 4 , , This certificate must not be altered in any manner; return to the office of the Board if incorrect. Inspectors may be identified by their credentials. f7 Cr Cr Cr CY Cr Cr'Cr Cy Cr Y', Cr Cr Cr Cr Cr t7 Cr Cr Cr C7 <•, C Y YY YY C-/ %7'Cr..Y 1"/1"/ C'r ... Cr 1-r CrA", 1" C'r C Y 17 CY Cr i'. i'r "7 CI 17 CI <7 <7 Y7 i'r . , ...r COPY FOR BUILDING DEPARTMENT. THIS COPY OF CERTIFICATE MUST NOT BE ALTERED IN ANY MANNER. /3g93 'r. I = 1 I . . I ,,' V I I I I- • -• - - 1 File No. 1351.3 APPLICATION FOR BUILDING PERMIT -- CITY OF SARATOGA SPRINGS Building Department, Department of Public Safety City Hall, Saratoga Springs, New York 12866 -- 15181 587-3550 • Application is hereby made to the Building Department for the issuance of a Building. Permit pursuant to the N.Y.. State Uniform Fire Prevention and Bulding Code for the • construction of buildings, additions or alterations, or, for removal or demolition, as herein described. The applicant or owner agrees to comply with all applicable laws, ordinances, regulations and all conditions expressed on this application which are part of these requirements, and also will allow all Inspectors to enter the premises for the required inspections. The following regulations shall apply: A. Application must be filled in completely and submitted to the Building Department. B. Application must be accompanied by: • 1. Plot plan showing lot dimensions; buildings on the lot and their distances to one another and to the, lot lines; and a detailed description of the layout of the property. 2. Complete set of plans showing proposed construction and a complete .set of specifications. 3. Appropriate permit fee. C. Work covered by this application shall not commence prior to permit issuance. D. Occupancy of a building or premises to which this application applies shall not, occur prior to the issuance of a Certificate of Occupancy by this Department. E. Any deviation from approved plans must be authorized by the approval of revised plans subject to the same procedure established for the examination: of the original plans. F. Building Department shall be notified [minimum notice - 24 hours• in advance] according to the required schedule of inspections, which shall include but not limited to: 1 . Foundation footing before pouring concrete 2. Foundation before backfill 3. Secure surveyor's location of foundation and submit to Building Department 4. Plumbing, heating, framing, electrical. and insulation before closing in of work. ' 5: Prior to occupancy, final inspection for Certificate of Occupancy. G. All electrical work needs inspections by and a certificate of compliance from an approved inspection agency. H. The, building permit is effective for one year- from the date of issuance unless conditioned for a lesser period of time. For office use Zoning Information Application No, 160b Zoning District f: Sect-Blk-Lot Permit No. c q Lot Width Lot Area Pate Applied ` , Issue/d . - date 2� • 0 No. of Bedrooms / 1st Floor Area Permit type .< }Iowa No. of Stories 2nd Floor Area Permit feel/205;37 Bldg. Height CT) Basement Area Qyp Yard Dimensions for Principal Building Job Siteapi +e), 13210 ca ph iv Front 160 Rear ,4)Q Left 5O Right 75— Accessory Building. - Distance To + owner 'Vuon.4e_•L.i th i> - — Address Principal building Left lot line i/ , t.0r - Rear lot line Right lot line -/ ga • Phone 518 58 iH)010 Is job site in a floodplain? yes_ no + Applicant Is job site in a historic district? yes no --- Address Phone Construction Costs + Contractor Basic Improvement $ Address Electrical _ S1 .Q Plumbing Q ►a\.�L� -_ Heating 7 1 Other Phone I� --------- Comp. Carrier /.� — f TOTALTOTAL " $ 070Policy N-) ,0e—�-egoZq4}}1 --- --- - t .-..., PAGE # 2 SPECIFICATnN.S 8., MA-T r!,-,IA I.S CHA R1 .,.' • _, CIFC. OTHER FOOTING ; 10 00 '' Cfnicre.– y II IIIIIIMIMII'llMllN SLAB , 410 r r ; r : VAPOR PARR/ER • • d.-, , 44.1;c.-__ 42 1 FO t It.I.DA'ION WALL ( 11 COW C r Le-- al lik...- al ,.: .._._ WATERPR 00VING — ; ti,i,ft a A. ;at .0, . . it 1( MljllIll COLUMNS, PRS 2 1 ; GIRDr-RS : k _1 ) , , . FrOOTINt"..; DRAIN , ___ I tytin to: .,„__ C DU. \-,VA':.L STUD „,D . on, • 3 .., i,9 oc , 1 . , INT. WALL STUD ‘,. , ... n 6•p /6' Of • , • Fulok imsT „ ,c9 TJ. _ - /6 " oc , 1 •••• ••, CEILING JOIST , oc ' I . ROOF. RAFTER '' a ka " rL))( 1 .%1:1' 1 CC il oc UM 1MM I', 1111.11111M Go COLLAR TIE ; 111111116.-1[010111111 oc , IIIIMIIIIIMIIIIIIIIIIIIIEMIIII RIDGE (1,( .... ) ' MIN FLOORING WALL. SHEATHINC; , ic 1 ROOF SHEATHING FINISH WORK Sin :=EN/Ent UNDERLAY ' OTHER EXTERIOR WALLS , X il. • • INTER ro R WALLS i'L) II 1L,41P,n4,k "---- ---.— CEILING , /..% i ir"-' si -1- 4 _ FLOOR — 'to i / ' ) ' . , -D-T, , If , mar 1.-/`•--) i - ROOF i .4 I Nsu r ATEON . SILE ; MATERIAL ' VAPOR BARRIER R-FACTOR , . 3 1 i , FOUNDATION , I 111111 I & - A , 1-0 41 ! SLAB I , i i• WALL , — • , :11.1....71.111.111". • te4 / /@ ri CEILING ' j----.' . _ • • Y-C � Page 3 /) HEATING SYSTEM / PLUMBING- NO. UNITS & VENT SIZE TYPE 1/S /4'i FUEL /41-11 I SINKS f LAVATORIES " VENT-MATERIAL � SIZE / TOILETS _ TUB/SHOWER a SEWER — TYPE -- CITY - PRIVATE DESCRIBE (DRAW ON PLOT PLAN) —_ - WATER SUPPLY CITY PRIVATE 4)c-1/ S CHIMNEY AND/OR FIREPLACE: MATERIAL // _ �..• • _ FLUE SIZE �r�? GARAGE TYPE: Attached Detached Under No. Cars GARAGE/DWELLING SEPARATION: Door type /-.'« 3 r_ Hr. Fire Rating y A r. ss- Materials: -- %.' � u C e�• yh. Hr. Fire Racingi r. r / PORCH: FOOTING LCD k aO FOUNDATION _ � o��✓` cox.e•&�C� a ADDITIONAL INFORMATION: • :TATE OF NEW YORK as: county of ..., -- --.-......... being duly sworn deposes and says that he Is the applicant reviously named. He is the of said owner or owners, and is duly authorized to per. arm or have performed the said work and to make and file this application; that all statements contained In €is application are true to the best of his knowledge and belief, and that the work will be performed in the fanner set forth In the application and in the plans and specificati.ns filed therewith. worn to before me - L., i hlsa..�... day of.CallimsmayiesicarffilotiMistlaalUM 19. - Signature of Owner Ietary Public County Signatae of Applicant PAGE #4 Date I.5-- Location L04- 4-DO P ®,a,S 1,0p)' Permit/File No. ,* LOCATE MAIN BUILDING, ACCESSORY BUILDINGS, AND ANY ADDITIONS, GIVING ALL PERTINENT YARD DIMENSIONS. - .� REAR LOT LINE a7r7 f t 1 • REAR YARD ?CD, ft LEFT • RIGHT LOT LOT - LINEi LINE 4a1 ;ft ThZ ft LEFTalf t MAIN RIGHT2ft YARD --� BUILDING YARD • • • t • FRONT YARD I60ft • FRONT LOT LINE 1Z -ft DUAN TYPE SPAN P1-Hl 6 SP OVERHANGS JOB '�� .� BELMONTE ; 25 MEADOWBROOK 20534orS MARK of . A FLuSH ,--7, .. L L►/� ,11 ICK flpiti 12 In • 1OI I t�. Aa��11-01-04 NE DH I' , . // F O /C 17 ',S12 C P BAo II 0NTC 3-06-12 3-01-04 3-0104 2-09-12 4-10-00 4-00-04 4-00-03 4-06-09 IBC 3-06x12 3701-04 3-01-04 2-11-08 4-06-08 N 4-04-06 6-06-10 0 30-000p 0 CSI SIZE LUMBER 1.15FB MEMBER FORCES (LBS) TOP .87 - 2X 6 NO2SP15 1500 NOTES: TOP .65 2X 6 NO2SP15 1500 D-K = 1233 C D-L = 1134 T -C-L 65 T L-B = 1. TRUSSES MANUFACTURED BY WBS 1.00 2X �4 NO3SP15 975 220 C CURTIS LUMBER B-M = 683 C M-A = 468 T 389 C 2. CONFORMS TO SOCA (TF.-85) . WDG@O 2X 4 NO2SP15 A-N EXCEPTIONS: 3, BUILDING DESIGNER IS RESPONSIBLE FOR O-G 2X 6 NO1DSP15 2150 ADEQUATE G-F F-E SAME AS O-G DL+LL DEFL = .68" AT J LL DEFL = .48" < S/360 DESIGN OF TRUSS TO ERG E-JPLATE CONNECTION WHICH 2X 6 NO2SP15 1500 DL+LL HORZ = .68 E-K SAME AS E-J '• AT P LUMBER STRESS INCREASE: 15.0$ S/DL+LL DEFL=532 S/DEPTH= 2.8 ALLOWS .68 INCHES O: REPETITIVE MEMBER STRESS USED. HORZ. MOVEMENT AT JO:NT P PLATING CONFORMS TO TPI 4. PREVENT TRUSS ROTATION AT (ICBO 3777) (BOCA 85-9), ALL BEARING LOCATIONS-, LATERAL5. ANCHOR TRUSS FOR A TOTAL BRACING: VERIFY PLATE VALUES WITH TOP CHORD CONTINUOUS HORIZONTAL LOAD OF 377 LBS BTM CHORD TEE-LOK CORPORATION. CONTINUOUS GRIP BASED ON SYP/SPF LBF. 6. PROVIDE DRAINAGE TO ONE BRACE - L-B - PREVENT WATER PONDING. TRUSS SPACING - GRIPPING VALUES BASED ON 24.0 IN. GROSS AREA TEST METHOD. 31.0 ' DATE: 2-12-90 VERSION: PLATES - 20 GAUGE T-GIG LOADING LIVE DEAD (PSF) TOP CHD 50.0GRIPPING 529-363 PSI PER PAIR E 10.0 INCLUDES 15.0 INCREASE BTM CHD .0 10.0 TOTAL SHEAION 838- 806 PLI PER PAIR ��X �4- ill I 50.0 20.0 70.0 SHEAR 852- 495 PLI PER PAIR SUPPORT CRITERIAJ ■ .. JT REACT WIDTH JT REACT WIDTH AT 101TYP0 4.00PLA0E 4.00SI0E X T �, LBS IN-SX 1010 X CTR CTR amilljx:LBS IN-SX B 5050 7.00 X 8.00 4.0 2.7O 2047 5- 8 P 2047 3- 8C 10510 4.00 X 6.00 CTR CTR LEFT D 1050 4.00 X 4.00 CTR CTR RIGHT E _ HEEL OIN - 4SX DIN - 4SX SEE DETAIL - F . 1050 4.00 X 4.00 CTR CTR MEMBER FORCES G 1001 1.00 X 6.00 CTR CTR (LBS) H 1050 4.00 X 4.00 CTR CTR TOP CHORDS I 1050 4.00 X 4.00 CTR CTR 0-H = 8556 C H-I = 7605 C Z-J = 6608 C J-K = 6608 C J 1001 ?.00 X 4.00 CTR CTR K-L = 223160C L-M = K 5130 10.00 X14.00 5.2 1.2 2021 C L 5170 8.00 X12.00 3.2 2.7 �0�w +mx,,,,, M-N = 2460 C N-P = 2696 C M 1010 4.00 X 4.00 1.5 2.0 �''�1�Of NElyt% BOTTOM CHORDS N rr lP:t C Oq''' O-G = 7494 T G-F = 7494 T _ 2'°o x 4.00 CTR cT2 g; f C......./... F-E = 6661 T E-D 0 *2-PLATES ON EACH SIDE* _c,*Icri ! •_jc 2587 T #1 2102 6.00 X16.00 11.8 D-C = 1828 T C-B = 1828 T 3.6 = :Q= B-A = #2 2500 3.00 X 8.00 3.0 6.6 , ' 1753 T A-P = 2058 T P 2001 4.00 X 6.00 6.1 4.1 WEBS \''!'41E%- i� G-H = 45,/e4:47. E 63 T H-F = 745 C . ,. �,, 1/4 y„nuuv) F-I = 295 T I-E = 754 C E-J = 356 C E-K = 5799 T L 1 Symbols PLATE LOCATION PLATE ORIENTATION LATERAL BRACING Center plates on joints Indicates direction of slots 108 unless otherwise noted in in connector plate. 4" Indicates approximate { plate list or on drawing. location of continuous Dimensions are given in DIMENSIONS lateral bracing required for inches (i.e. 11/2" or 1.5") member stability. or in IN-16ths (i.e. 108) Dimensions are shown in b[..2...,-, 8-0, 1 FT-IN-16ths (i.e. 6'-81/4" PLATE SIZE or 6-08-04) BEARING The first dimension is the Shorter dimensions may Indicates support (bear 6.3 x 8.8 width measured perpen- 708 be shown in inches only '� — ing) at joint. dicular to slots. Second f'""'1 (i.e. 71/2" or 7.5") or dimension is the length IN-16ths (i.e. 708). measured parallel to slots., Identification System NOTICE: This truss designed at request and specification of customer B as an individual building component, in a vertical plane, to 1 0 be incorporated into building design at the specification of building designer. Bracing shown is for lateral support of in- iiii,4„ dividual web members only. Additional temporary bracing -o`�i to insure stability during construction is the responsibility of A E c the erector.Additional permanent bracing of the overall struc- STANDARDAND SEMI-STANDARD TRUSSES struc- ture is the responsibility of the building designer. Design and materials are in accordance with latest editions of NDS Joints are lettered clockwise from leftmost joint with and/or TPI specifications. For general guidance regarding chord end joints being done first,followed by web end fabrication, quality control, storage, delivery, erection and joints. Top and bottom chords are labeled T1, 12, etc. bracing, consult Quality Control Manual, Bracing of Wood and 81, B2,etc., respectively. Webs are described W1, Trusses, and Recommended Code of Standard Practice W2, etc., from the center outward for standards and available from Truss Plate Institute, 583 D'Onofrio Drive, in the order of entry for semi-standards. Madison, WI 53719. General votes 1. Provide copies of this truss design 7. Top chords must be sheathed 13. Care should be exercised in handl- to the building designer and erec- throughout or purlins provided at ing, erection, and installation of tion supervisor. prescribed spacing. trusses. 2. Cut members to bear tightly 8. Bottom chords require lateral brac- 14. Camber is a non-structural con- against each other. ing at 10 ft. spacing if no ceiling is sideration and is the responsibili- 3. Place plates on each face of truss installed unless otherwise noted. ty of truss fabricator. General prac- at each joint and seat securely. 9. Anchorage and/or tie-in corn- tice is to camber for dead load Avoid knots and wane at joint ponents are the responsibility of deflection. locations. others unless shown. 15. Plate type, size and location 4. Locate panel splices at '/4 panel 10. Do not stack construction dimensions shown indicate length (±6") from adjacent joint. materials on floor or roof that in- minimum plate requirements. 5. Unless otherwise noted, moisture duces loading on truss greater 16. Refer to On-Line Data's Ch.VI-B content of lumber shall riot exceed than design loads. for joint details. 19% at time of fabrication. 11. Do not cut or alter truss without 6. Unless specifically noted, this prior approval of a professional design is not applicable for use engineer. with fire retardant or preservative 12. Building designer is responsible to ©1988 On-Line Data, Inc. treated lumber. insure that loading shown hereon is applicable to building site. ON - LINE DATAP.O. Box 2750 Richardson, TX 75080 / F-575F 1 • QUAN TYPE SPAN P1-H1 OVERHANGS JOB b it7 E .J 2 of S MARK 6 HIPP 300000 10 1200 1200 BELMONTE #25 MEADOWBROOK 20534 B B C I 12 101 I J D 11-01-04 4 00 \ :: A ! \ .. H - F � S1 E G 0 O O cv 0 TC 6-05-07 6-01-09 6-01-09 BC ~ 6-05-07 I' 6-03-05 1 4-06-08 I� 6-03-05 I 6-05-07 cQ 30-00-00 CSI SIZE LUMBER 1.15FB PLATING CONFORMS TO TPI NOTES: TOP .64 2X 6 NO2SP15 1500 (ICBO 3777) (BOCA 85-9) . 1. TRUSSES MANUFACTURED BY - BTM .54 2X 4.NO2SP15 1750 VERIFY PLATE VALUES WITH CURTIS LUMBER WBS .37 2X 4 NO3SP15 975 TEE-LOK CORPORATION. 2. CONFORMS TO BOCA (TPI-85) . LUMBER STRESS INCREASE: 15.0% GRIP BASED ON SYP/SPF LBR. 3. PREVENT TRUSS ROTATION AT REPETITIVE MEMBER STRESS USED.. GRIPPING VALUES BASED ON ALL BEARING LOCATIONS. GROSS AREA TEST METHOD. 4. ANCHOR TRUSS FOR A TOTAL LATERAL BRACING: . PLATES - 20 GAUGE T-GIG HORIZONTAL LOAD OF 386 LBS TOP CHORD - CONTINUOUS GRIPPING 529-363 PSI PER PAIR BTM CHORD - CONTINUOUS INCLUDES 15.0% INCREASE DATE: 2-12-90 VERSION: 31.0 ONE BRACE - I-F E-J TENSION 838- 806 PLI PER PAIR TRUSS SPACING - 24.0 IN. SHEAR 852- 495 PLI PER PAIR LOADING LIVE DEAD (PSF) JT TYPE PLATE SIZE X Y TOP CHD 50.0 10.0 A 2002 4.00 X 5.00 3.9 2.7 BTM CHD .0 10.0 B 5101 5.00 X 5.00 CTR 2.7 TOTAL 50.0 20.0 70.0 C 5150 6.00 X10.00 CTR 2.8 • D 2002 4.00 X 5.00 3.9 2.7 SUPPORT CRITERIA E 1050 5.00 X 5.00 CTR CTR JT REACT WIDTH JT REACT WIDTH F 1070 5.00 X 8.00 CTR CTR LBS IN-SX LBS IN-SX G 1001 1.50 X 4.00 CTR CTR A 2059 3- 8 D 2059 3- 8 H 1001 1.50 X 4.00 CTR CTR 1 I 1050 4.00 X 4.00 CTR CTR LEFT RIGHT J 1050 4.00 X 4.00 CTR CTR HEEL OIN - 4SX OIN - 4SX S1 1100 3.00 X 6.00 CTR CTR MEMBER FORCES (LBS) TOP CHORDS A-I = 2509 C I-B = 1863 C B-C = 1418 C C-J = 1863 C J-D = 2509 C BOTTOM CHORDS A-H = 1910 T H-F = 1910 T F-S1 = 1418 T S1-E = 1418 T E-G = 1910 T G-D 1910 T WEBS ffi�.wunr,y.,, H-I = 123 T I-F = 661 C a��a`i�a HE{y yo.,, F-B = 551 T F-C = 0 T r,`P•:•t�- .9��; E-C = 551 T E-J = 661 C a` ;' 'F:•-kc G-J = 123 T 4� fy_Q h• = lay 1�_ �A t 77CCCC^^^^ :,.., DL+LL DEFL = .16" IN C-J11 LL DEFL = .08" ( S/360 ;$;* n . ' j$ S/DL+LL DEFL=999 S/DEPTH= 2.8 6:1444/' y1 ;�qI .� fraj FEB 1 2 79'9D . r Symbols PLATE LOCATION PLATE ORIENTATION LATERAL BRACING Center plates on joints mow. Indicates direction of slots t"*- 108 unless otherwise noted in in connector plate. aIndicates approximate 4 plate list or on drawing. location of continuous Dimensions are given in DIMENSIONS lateral bracing required for 4.5p inches (i.e. 11/2" or 1.5") member stability. or in IN-16ths (i.e. 108) Dimensions are shown in L--6o8-04 FT-IN-16ths (i.e. 6'-81/4" PLATE SIZE 1 or 6-08-04) BEARING The first dimension is the Shorter dimensions may I Indicates support (bear- 6.3 x 8.8 width measured perpen- 1_1708 be shown in inches only �� ing) at joint. dicular to slots. Second r-1 , , io t (i.e. 7/z or 7.5") or dimension is the length IN-16ths (i.e. 708). measured parallel to slots. 0 identification System NOTICE: This truss designed at request and specification of customer B as an individual building component, in a vertical plane, to be incorporated into building design at the specification of F © G building designer. Bracing shown is for lateral support of in- ` dividual web members only. Additional temporary bracing 001 ° � oi to insure stability during construction is the responsibility of A E c the erector.Additional permanent bracing of the overall struc- STANDARDAND SEMI-STANDARD TRUSSES struc- ture is the responsibility of the building designer. Design and materials are in accordance with latest editions of NDS Joints are lettered clockwise from leftmost joint with and/or TPI specifications. For general guidance regarding chord end joints being done first, followed by web end fabrication, quality control, storage, delivery, erection and joints. Top and bottom chords are labeled T1, T2, etc. bracing, consult Quality Control Manual, Bracing of Wood and B1, B2,etc., respectively. Webs are described W1, Trusses, and Recommended Code of Standard Practice W2, etc., from the center outward for standards and available from Truss Plate Institute, 583 D'Onofrio Drive, in the order of entry for semi-standards. Madison, WI 53719. General Motes 1. Provide copies of this truss design 7. Top chords must be sheathed 13. Care should be exercised in handl- to the building designer and erec- throughout or purlins provided at ing, erection, and installation of tion supervisor. prescribed spacing. trusses. 2. Cut members to bear tightly 8. Bottom chords require lateral brac- 14. Camber is a non-structural con- against each other. ing at 10 ft. spacing if no ceiling is sideration and is the responsibili- 3. Place plates on each face of truss installed unless otherwise noted. ty of truss fabricator. General prac- at each joint and seat securely. 9. Anchorage and/or tie-in corn- tice is to camber for dead load Avoid knots and wane at joint ponents are the responsibility of deflection. locations. others unless shown. 15. Plate type, size and location 4. Locate panel splices at 1/4 panel 10. Do not stack construction dimensions shown indicate length (±6") from adjacent joint. materials on floor or roof that in- minimum plate requirements. 5. Unless otherwise noted, moisture duces loading on truss greater 16. Refer to On-Line Data's Ch.VI-B content of lumber shall riot exceed than design loads. for joint details. 19% at time of fabrication. 11. Do not cut or alter truss without 6. Unless specifically noted, this prior approval of a professional design is not applicable for use engineer. with fire retardant or preservative 12. Building designer is responsible to ©1988 On-Line Data, Inc. treated lumber. insure that loading shown hereon is applicable to building site. ON - LINE DATAP.O. Box 2750 Richardson,TX 75080 / F-575F , QUAN TYPE SPAN P1-H1 . OVERHANGS JOB 2i 4 4 120400 10 O 0 �i f '�� :a � 3 of S MARK BELMONTE #25 MEADOWBROOK 20534 C B /All . 10 12 H 5-09-014I . ® A 1III C A . E D A \ TC 3-05-03 1 2-08-13 BC 3-05-03 I I 2-08-13 I 3-05 -03 2-08-13 2-08-13 1 3-05-03 12-04-00 10 *************** DL+LL DEFL = .07" AT E NOTES: * 2-PLY TRUSS * LL DEFL = .05" < S/360 ****`'********** 1. TRUSSES MANUFACTURED BY - S/DL+LL DEFL=999 S/DEPTH= 2.4 CURTIS LUMBER CSI SIZE LUMBER - FB PLATES2. CONFORMS TO BOCA (TPI-85). TOP .35 2X 6 NO2SP15 1300 ARE FOR EACH PLY 3. TIE-IN LOADS SHOWN WITHOUT BTM .47 2X 8 NOIDSPIS 1850 DAMAGE TO TRUSS. WBS .59 2X 48 NO1SP1 -850 PLATING CONFORMS TO TPI 4. PREVENT TRUSS. ROTATION AT (ICBO 3777) (BOCA 85-9) . ALL BEARING LOCATIONS. EXCEPTIONS: VERIFY PLATE VALUES WITH E-B 2X 4 NO2SP15 1550 5. FASTEN EACH PLY TO THE TEE-LOK CORPORATION. NEXT WITH 1Od NAILS AT LUMBER STRESS INCREASE: 15.0$ GRIP BASED ON SYP/SPF LBR. GRIPPING VALUES BASED ON LL INCHES O.C. WEBS.THRUOT LATERAL BRACING: GROSS AREA TEST METHOD. - ALL CHORDS AND WEBS. TOP CHORD - CONTINUOUS FASTEN EACH BOTTOM CHD WITH PLATES - 20 GAUGE T-GIG 2 ROW(S) 1Od NAILS AT 4 BTM CHORD - CONTINUOUS GRIPPING 529-363 PSI PER PAIR TRUSS SPACING - 12.0 IN. INCLUDES 15.0% INCREASE INCHES O.C. INTO TENSION 838- 806 PLI PER PAIRCHORD OF AEALS PLY. LOADING LIVE DEAD (PSF) - SHEAR 852- 495 PLI PER PAIR 6. STAGGER NAI TO AVOID TOP CHD 50.0 10.0 SPLITTING OF WOOD. BTM CHD 690.0 345.0 JT TYPE PLATE SIZE X Y DATE: 2-12-90 VERSION: 31.0 TOTAL 740.0 355.0 1095.0 A 2001 5.00 x 8.00 7.2 5.6 B 3006 5.00 X 6.00 CTR CTR SUPPORT CRITERIA JT REACT WIDTH JT REACT WIDTH C 2001 5.00 X 8.00 7.2 5.6 D 1001 3.00 X 8.00 CTR 4.5 LBS IN-SX LBS IN-SX E 1070 8.00 X12.00 CTR 4.5 A 6433 3- 8 C 6433 3- 8 F 1001 3.00 X 8.00 CTR . .5 G 1050 4.00 X 5.00 1.5 2.0 LEFT RIGHT H 1050 4.00 X 5.00 1.5 2.0 HEEL OIN - 4SX OIN - 4SX MEMBER FORCES (LBS) - EACH PLY TOP CHORDS A-G = 3681 C G-B = 2567 C B-H = 2567 C H-C = 3681 C `�,w,,,,„,*,�i„� BOTTOM CHORDS * �ofHIly j..,� A-F = 2828 T F-E = 2828 T itip�:' C �9 3 y;. �`C' f` E-D = 2828 T D-C 2828 T .;I • p;. t WEBS ate• • *_�� :c; F-G = 1520 T G-E = 1238 C r dllE / 3 E-B = 3205 T E-H = 1238 C Fp�Y•�eft."4„ti.,. ,.*:A.,,..4 i. -$ D-H = 1520 T N4/4/811140°. t Y•P.. 1 Symbols PLATE LOCATION PLATE ORIENTATION LATERAL BRACING Center plates on joints Indicates direction of slots *1 IF 108 unless otherwise noted in Indicates approximate in connector plate. ,. { plate list or on drawing. •' location of continuous Dimensions are given in lateral bracing required for 4,..y • DIMENSIONS inches (i.e. 11/2" or 1.5") member stability. Y or in IN-16ths (i.e. 108) Dimensions are shown in �_ 60804 FT-IN-16ths (i.e. 6'-81/4" PLATE SIZE f or 6 08 04) BEARING The first dimension is the Shorter dimensions may r 40 Indicates support (bear- 6.3 x 8.8 width measured perpen- 708 be shown in inches only ing) at joint. dicular to slots. Second F---1 (i.e. 7/z" or 7.5") or =�— dimension is the length IN-16ths (i.e. 708). measured parallel to slots. 0 . identification System NOTICE: This truss designed at request and specification of customer B as an individual building component, in a vertical plane, to be incorporated into building design at the specification of building designer. Bracing shown is for lateral support of in- FGdividual web members only. Additional temporary bracing -liNiolithoper —o _ to insure stability during construction is the responsibility of A E c the erector.Additional permanent bracing of the overall struc- STANDARDAND SEMI-STANDARD TRUSSES struc- ture is the responsibility of the building designer. Design and materials are in accordance with latest editions of NDS Joints are lettered clockwise from leftmost joint with and/or TPI specifications. For general guidance regarding chord end joints being done first, followed by web end fabrication, quality control, storage, delivery, erection and joints. Top and bottom chords are labeled T1, T2, etc. bracing, consult Quality Control Manual, Bracing of Wood and B1, B2,etc., respectively.Webs are described W1, Trusses, and Recommended Code of Standard Practice W2, etc., from the center outward for standards and available from Truss Plate Institute, 583 D'Onofrio Drive, in the order of entry for semi-standards. Madison, WI 53719. General dotes 1. Provide copies of this truss design 7. Top chords must be sheathed 13. Care should be exercised in handl- to the building designer and erec- throughout or purlins provided at ing, erection, and installation of tion supervisor. prescribed spacing. trusses. 2. Cut members to bear tightly 8. Bottom chords require lateral brac- 14. Camber is a non-structural con- against each other. ing at 10 ft. spacing if no ceiling is sideration and is the responsibili- 3. Place plates on each face of truss installed unless otherwise noted. ty of truss fabricator. General prac- at each joint and seat securely. 9. Anchorage and/or tie-in com- tice is to camber for dead load Avoid knots and wane at joint ponents are the responsibility of deflection. locations. others unless shown. 15. Plate type, size and location 4. Locate panel splices at 1/4 panel 10. Do not stack construction dimensions shown indicate length (±6") from adjacent joint. materials on floor or roof that in- minimum plate requirements. 5. Unless otherwise noted, moisture duces loading on truss greater 16. Refer to On-Line Data's Ch.VI-B joint details. than design loads. for content of lumber shall riot exceed g 19% at time of fabrication. 11. Do not cut or alter truss without 6. Unless specifically noted, this prior approval of a professional design is not applicable for use engineer. with fire retardant or preservative 12. Building designer is responsible to ©1988 On-Line Data, Inc. treated lumber. insure that loading shown hereon is applicable to building site. ON- LINE DATAx 2750 Rich dso� TX 75080 F-575F QUAN TYPE SPAN P1-H1 OVERHANGS JOBt59 ti . ;. 20 . CAP1 41000 10 0 o BELMONTE #25 MEADOWBROOK 20534 DF s MARK 534 D. c 11111,11 AIIIIIIIIIIIh. 2-00-03 • Z . n BC 7-04 TC 7-04 I 1-09-12 1-09-12 7_C_ I / \. f 1-09-12 1-09-12 f 7-C4 6 . - 4-10-00 9 CSI SIZE LUMBER 1.15FB PLATING CONFORMS TO TPI TOP .09 2X 4 NO2SP15 1750 NOTES: (ICBG 3777) (BOCA 85-9) . 1. TRUSSES MANUFACTURED BY - BTM .02 2X 4 NO2SP15 1750 VERIFY PLATE VALUES WITH WBS .03 2X 4 NO3SP15 975 CONFIS LUMBER TEE-LOK CORPORATION. 2. CONFORMS TO BOCA (7PZ-85). LUMBER STRESS INCREASE: 15.0% GRIP BASED ON SYP/SPF LBR. REPETITIVE MEMBER.STRESS USED. 3. AS UREUTME, SHIM ES TO GRIPPING VALUES BASED ON ENSURE SAME ELEV A'7 EACH. GROSS AREA TEST METHOD. LATERAL BRACING.: PLATES - 20 GAUGE T-GIG TOP CHORD - CONTINUOUS DATE: 2-12-90 VERSICti: 31.0 GRIPPING 529-363 PSI PER PAIR BTM CHORD - CONTINUOUS INCLUDES 15.0% INCREASE TRUSS SPACING - 24.0 IN. TENSION 838- 806 PLI PER PAIR SHEAR 852- 495 PLI PER PAIR LOADING LIVE DEAD (PSF) TOP CHD 50.0 10.0 JT TYPE PLATE SIZE X Y BTM CHD .0 10.0 A - TOTAL 50.0 20.0 70.0 B - N ' E C 3006 3.00 X 4.00 2.2 CTR SUPPORT CRITERIA D 1001 1.50 X 4.00 CTR CTR JT REACT WIDTH JT REACT WIDTH E 2001 3.00 X 4.00 4.0 3.1 LBS IN-SX LBS IN-SX F 2001 3.00 X 4.00 4.0 3.1 A -27 3- 8 B -27 3- 8 D 180 3- 8 E 263 3- 8 F 263 3- 8 LEFT RIGHT HEEL OIN - OSX OIN - OSX MEMBR CSI P(LBS) M@1ST M@2ND TOP CHORDS A-E .09 41 T 0 -462 E-C .09 45 C 462 0 C-F .09 45 C 0 -462 F-B .09 41 T 462 0 BOTTOM CHORDS E-D .02 24 T 0 -98 D-F .02 24 T 98 0 �_ooullM��y` WEBS ��Of MtEyfyo�, D-C = 135 C •tp•'S C `c•,'9�%_ DL+LL DEFL = .00" IN E-C �; Iv?. • ' LL DEFL < S/36040,40fCl i_: S/DL+LL DEFL=999 S/DEPTH= 2.4kilL f A11. "Ulmwuu"D Symbols PLATE LOCATION PLATE ORIENTATION LATERAL BRACING Center plates on joints Indicates direction of slots [44"-108 unless otherwise noted in in connector plate. :� Indicates approximate r( plate list or on drawing. location of continuous Dimensions are given in DIMENSIONS lateral bracing required for ...5: inches (i.e. 11/2" or 1.5") member stability. or in IN-16ths (i.e. 108) Dimensions are shown in �6 FT-IN-16ths (i.e. 6'-81/4" PLATE SIZE or 6-08 04) BEARING The first dimension is the Shorter dimensions may III Indicates support (bear- 6.3 x 8.8 width measured perpen- 708 be shown in inches only 111M---11111 ��— ing) at joint. dicular to slots. Second I' i (i.e. 71/2" or 7.5") or dimension is the length IN-16ths (i.e. 708). measured parallel to slots. 0 identification System NOTICE: This truss designed at request and specification of customer B as an individual building component, in a vertical plane, to be incorporated into building design at the specification of building designer. Bracing shown is for lateral support of in- 0 0000 (0101.1 —®®F dividual web members only. Additional temporary bracing -o`�i to insure stability during construction is the responsibility of A E c the erector.Additional permanent bracing of the overall struc- STANDARDAND SEMI-STANDARD TRUSSES struc- ture is the responsibility of the building designer. Design and materials are in accordance with latest editions of NDS Joints are lettered clockwise from leftmost joint with and/or TPI specifications. For general guidance regarding chord end joints being done first, followed by web end fabrication, quality control, storage, delivery, erection and joints. Top and bottom chords are labeled T1, 12, etc. bracing, consult Quality Control Manual, Bracing of Wood and B1, B2,etc., respectively.Webs are described W1, Trusses, and Recommended Code of Standard Practice W2, etc., from the center outward for standards and available from Truss Plate Institute, 583 D'Onofrio Drive, in the order of entry for semi-standards. Madison, WI 53719. General Notes 1. Provide copies of this truss design 7. Top chords must be sheathed 13. Care should be exercised in handl- to the building designer and erec- throughout or purlins provided at ing, erection, and installation of tion supervisor. prescribed spacing. trusses. 2. Cut members to bear tightly 8. Bottom chords require lateral brac- 14. Camber is a non-structural con- against each other. ing at 10 ft. spacing if no ceiling is sideration and is the responsibili- 3. Place plates on each face of truss installed unless otherwise noted. ty of truss fabricator. General prac- at each joint and seat securely. 9. Anchorage and/or tie-in corn- tice is to camber for dead load Avoid knots and wane at joint ponents are the responsibility of deflection. locations. others unless shown. 15. Plate type, size and location 4. Locate panel splices at 1/4 panel 10. Do not stack construction dimensions shown indicate length (±6") from adjacent joint. materials on floor or roof that in- minimum plate requirements. 5. Unless otherwise noted, moisture duces loading on truss greater 16. Refer to On-Line Data's Ch.VI-B content of lumber shall riot exceed than design loads. for joint details. 19% at time of fabrication. 11. Do not cut or alter truss without 6. Unless specifically noted, this prior approval of a professional design is not applicable for use engineer. with fire retardant or preservative 12. Building designer is responsible to ©1988 On-Line Data, Inc. treated lumber. insure that loading shown hereon is applicable to building site. ON - LINE DATA Rich adsooX7 750080 / F-575F c ..;�;.:.H r -. .:..':,a .-.,e.ry..M..•.i5..^w'�it�Y7i°�.+Y' s ek$,. _ 11 JOB NO. 9t I�, ,e. PAGE 5 OF S' ala NOTES: 1 . Attach piggyback truss to base truss with, 1/2" X 10' X 10" plywoodgussets spaced at 4'-0" 0.C. (on eact, face with 4-8d nails per member (8 nails per gusset). 2. Add one 2X4 NO2KD15 SYP scab to one face of truss with 10d nails spaced at 6" o.c. 3. Add continuous lateral bracing as shown. 4. Apply all nails as to avoid splitting of lumber. SEE SHEET(S) 4 OF 5 FOR DESIGN OF PIGGYBACK TRUSS CONT. LATERAL d * BRACE (TYP) 3 ,i, 52Ao.C.�, // 0 0 4 0I 0 0 0 0 0 0 0 0 \\UItuIIIR/ry,� .��pf NEW yoo,, \ 8" 4'—o" ,i- I emto-- l 1::. , :..,_ �'. :5. SEE SHED.I (S) i - 2,... ..h.fl.,. ri. A OF S FOR BASE n TRUSS DESIGN. 1. ., b f fJ#�r p ^ I Symbols PLATE LOCATION PLATE ORIENTATION LATERAL BRACING Center plates on joints Indicates direction of slots 108 unless otherwise noted in in connector plate. ;� Indicates approximate { plate list or on drawing. location of continuous Dimensions are9 iven in DIMENSIONS lateral bracing required for member stability. inches i.e. 11/2" or 1.5") Y or in IN-16ths (i.e. 108) Dimensions are shown in 6L--08-c4 1 FT-IN-16ths (i.e. 6'-81/4" PLATE SIZE f or 6-08-04) BEARING The first dimension is the Shorter dimensions may r Ao Indicates support (bear- 6.3 x 8.8 width measured perpen- 708 be shown in inches only 1111M■ in joint. dicular to slots. Second F" I (i.e. 71/2" or 7.5") or �� 9) at f dimension is the length IN-16ths (i.e. 708). measured parallel to slots. identification System NOTICE: This truss designed at request and specification of customer B as an individual building component, in a vertical plane, to be incorporated into building design at the specification of building designer. Bracing shown is for lateral support of in- �G dividual web members only. Additional temporary bracing ® o`i to insure stability during construction is the responsibility of A ar E c the erector.Additional permanent bracing of the overall struc- STANDARDAND SEMI-STANDARD TRUSSES struc- ture is the responsibility of the building designer. Design and materials are in accordance with latest editions of NDS Joints are lettered clockwise from leftmost joint with and/or TPI specifications. For general guidance regarding chord end joints being done first, followed by web end fabrication, quality control, storage, delivery, erection and joints. Top and bottom chords are labeled T1, T2, etc. bracing, consult Quality Control Manual, Bracing of Wood and B1, B2,etc., respectively.Webs are described W1, Trusses, and Recommended Code of Standard Practice W2, etc., from the center outward for standards and available from Truss PlateInstitute, 583D'Onofrio ofrio Dnve, in the order of entry for semi-standards. Madison, WI 53719. General dotes 1. Provide copies of this truss design 7. Top chords must be sheathed 13. Care should be exercised in handl- to the building designer and erec- throughout or purlins provided at ing, erection, and installation of tion supervisor. prescribed spacing. trusses. 2. Cut members to bear tightly 8. Bottom chords require lateral brac- 14. Camber is a non-structural con- against each other. ing at 10 ft. spacing if no ceiling is sideration and is the responsibili- 3. Place plates on each face of truss installed unless otherwise noted. ty of truss fabricator.General prac- at each joint and seat securely. 9. Anchorage and/or tie-in corn- tice is to camber for dead load Avoid knots and wane at joint ponents are the responsibility of deflection. locations. others unless shown. 15. Plate type, size and location 4. Locate panel splices at 1/4 panel 10. Do not stack construction dimensions shown indicate length (±6") from adjacent joint. materials on floor or roof that in- minimum plate requirements. 5. Unless otherwise noted, moisture duces loading on truss greater 16. Refer to On-Line Data's Ch.VI-B content of lumber shall riot exceed than design loads. for joint details. 19% at time of fabrication. 11. Do not cut or alter truss without 6. Unless specifically noted, this prior approval of a professional design is not applicable for use engineer. with fire retardant or preservative 12. Building designer is responsible to ©1988 On-Line Data, Inc. treated lumber. insure that loading shown hereon is applicable to building site. ON- LINE DATAR.O. Box 2750 Richardson,TX 750B0 F-575F BRACING WOOD TRUSSES: /� Distributed by: RECOMMENDATIONS 1/1111[11 OODTRUSS COUNCIL COMMENTARY AHD OF AMERICA ()TRUSS PLATE INSTITUTE,INC.,1976 The design of wood trusses in accordance with TPI design criteria- assumes: However carefully wood trusses are designed and fabricated,all this 1. Truss members are initially straight,uniform in ecou section, is at stake in the final erection and bracing of a roof or floor system.It and uniform in design properties. is at this critical stage of construction that many of the really significant design assumptions are either fulfilled or ignored.If ignored, 2. Trusses are plane structural components, installed vertically, INTRODUCTION the consequences may result in a collapse of the structure,which at braced to prevent lateral movement,and parallel to each other best is a substantial loss of time and materials,and which at worst could at the design spacing. result in a loss of life. 3. Truss members are pinned'at joints for determination of axial In recognition of the inherent safety of a property braced roof The Truss Plate Institute "Design Specifications for Light Metal forces only. system,the apparent lack of knowledge of how,when,and where to Plate Connected Wood Trusses"are recommended for the design of 4. There is continuity of chord members at joints for determiM install adequate bracing,and in the interest of public safety,the Truss individual wood trusses ai structural components only. tion of moment stresses. Plate Institute,Inc.,in consultation with its Component Manufacturers Council membership,has undertaken the preparation of these recom- Lateral bracing,as may be required by design to reduce buckling 5. Compression members are laterally restrained at specific Iota. mandation. length of individual truss members,is a part of the wood truss design tions or intervals. and is the only bracing that will be specified on the truss design Substantial concentrated study and deliberative review by the TPI drawings. Lateral bracing is to be supplied in the size specified and 6. Superimposed dead or live loads act vertically,wind loads are Technical Advisory Committee(comprising a membership of the chief installed at the location specified on the truss design drawings by the applied normal to the plane of the top chord,and concentrated structural engineers of member plate manufacturing companies,repre builder or erection contractor.The building designer or inspector must loads are applied at a point. sentatives of the academic community, and independent consulting ascertain that the specified lateral bracing is properly installed and that engineers)have been devoted to this effort.Consultation with the TPI this bracing is sufficiently anchored or restrained by diagonal bracing to 7. In addition to the lateral bracing specified by the truss designer, Component Manufacturers Council has resulted in bringing_practical prevent its movement. the building designer will specify sufficient bracing at right field handling and erection problems into a sharper focus.Inclusion of angles to the plane of the truss to hold every truss member in the tentative recommendations for onsite handling and erection Special design requirements,such as wind bracing,portal bracing, the position assumed for it in design, procedures is one direct result of the consultation. It is planned to seismic bracing,diaphragms,shear walls,or other load transfer elements 8. The building designer (not the truss designer) will specify study further and enlarge upon these tentative recommendations. and their connections to the wood trusses must be considered separately by the building designer. He shall determine size,location, sufficient bracing and connections to withstand lateral boding While the recommendations for bracing contained herein are and method of connections for diagonal bracing as needed to resist of the entire structure. technically sound,it is not intended that they be considered the only these forces. Diagonal or cross bracing is recommended in the plane The theory of bracing is to apply sufficient support at right angles method for bracing a roof system.Neither should these recommenda formed by the top chords,in the plane formed by the bottom chords to the plane of the truss to hold every truss member in the position tions be interpreted as superior to or a standard that would necessarily and perpendicular to the truss web members,as needed for the overall assumed for it in design.This theory must be applied at three stages. be preferred in lieu of an architect's or engineer's design for bracing for stability of the entire structure.Truss bracing and connection details a particular roof system. should be shown on the building designer's framing plan as part of the STAGE ONE: During Building Design and Truss Design individual tries design drawings.Bracing materials are not usually furnished as part of members are checked for buckling,and lateral bracing is specified as Thew recommendations for bracing wood trusses originate from the the wood truss package, and should be provided by the builder or required for each truss member.The building designer must specify collective experience of leading technical personnel in the wood truss erection contractor. how this lateral bracing is to be anchored or restrained to prevent industry,but must,due to the nature of responsibilities involved,be lateral movement should all truss members,so braced,tend to buckle presented only as a guide for the use of a qualified building designer, The builder or erection contractor is responsible for proper wood builder,or erection contractor.Thus.the Truss Plate Institute expressly truss handling and for proper temporary bracing. He mustassure that together as shown in Figure I(b).This may be accomplished by: disclaims any responsibility for damages arising from the use,applicathe wood trusses are not structurally damaged during erection and that tion,or reliance on the recommendations and information contained they are maintained in alignment before,during,and after installation. 1. Anchorage to solid end walls IFiqure 11111. herein by building designers or by erection contractors. Temporary or erection bracing may follow, but not necessarily be 2. Diagonal bracing in the plane of web members(Figure 11d)). limited to,the building designer's framing plan. It is recommended that 3. Other means as determined by the building designer. erection bracing be applied as each truss is placed in position. 2 3 *teeming cont un NOTE. !gun 1101 1),/ Mean**.tenoned % _ Lwte yaw.ba..to lnt n ill . n pt tun design, i tmelbsiq emry or .d1 ''''-% .'...: 1'ifi ContnuoutIatnNbacq ' hilk Compression wee '7 41.0111 Figure 11a) c.„.„, 4 Sne,lhing Figure 110) ,ii i i Figure 24) Comm.,.aie• worm: II II 1 bucki,nq Fret ten to be well Wooed �I I 1 1 carrot.ton web-poop ng baton::::— II n :11 II PeI ^emwemem.,at sem,,me aslatraafuxu s�ssserweraolertomatmwenwww �I / / I I�� lateral moron rat Gram,ekesoppAos n i axe n.aed m�� x web o,nenl.emwm \ ===mr be repeated et,paommatei, ]0 int'meow, • Ceuup Li O End diagonals tearmandnalm Stang for trusses Figure l(d) Figure 2(b) Figure 1lb) STAGE TWO: During Truss Erection the builder or erection contractor It is recommended that diagonal bracing(minimum 2-inch thick must lake adequate precautions to assure that the wood trusses are not bracing system depends to a great extent on how well the first truss is nominal lumber)be installed at approximately a 45 degree angle to the structurally damaged.Proper rigging,including the use of spreader bars braced. lateral brace.Diagonal bracing should be attached to the opposite side and multiple pickup points,where required,is necessary to prevent of the same member requiring lateral bracing. damage during handling;tentative recommendations are presented in One satisfactory method is for the first truss top chord to be braced the Appendix hereto. to a stake driven into the ground and securely anchored.The ground This bracing may be continuous or intermittent at the building brace itself should be supported as shown in Figure 2 or it is apt to designer's option;however,it is recommended that intermittent spacing It is most important to brace the first truss at the end of the buckle.Additional ground braces,in the opposite direction,insidethe not exceed 20 feet,or twice the horizontal run of the diagonal bracing, building securely.All other trusses are tied to the first truss,thus the building are also recommended. 4 5 6 • The ground braces should be located directly in line with all rows of recommended that continuous lateral bracing be installed within 6 2-16d double top chord continuous lateral bracing.Otherwise,the top chord of the inches of the ridge line or center line and at approximately 8 feet to 10 Bracing needed nada nas first truss can bend sideways and allow the trusses to shift.This shift, feet intervals between the ridge line of sloped trusses or center line of MI however slight, flat trusses and the eaves. For double member trusses this spacing Spacing same g puts a tremendous strain on all connections of the 9 gable/rut,. Tvpc,l M,i, bracing system,i.e..the weight of the trusses would then be added to between laterals may be increased to 12 feet to 14 feet. Diagonals, �,d, ng leo lateral bracing mot any wind force or construction load such as bundles of plywood or roof located between the lateral bracing and set at approximately 45 degree '..7...-_ b \ al 1eat deep nom. shingles tendingto tipthe trusses over. angles,form the triangles required for stability in the plane of the top �1 +j�..►''_ sea.t digwra chord. NOTE, Long spans or heavy loads may require closer spacing 'r�� `��/tl♦�` 0.ee,oen^nrr All nailing of bracing should be done so that it the trusses should • between lateral:11 gdclser diagoals.ckle ex) ary bacg in the planeofthe toprusses. / �y / /ea It is not recommended to nail scabs to the end of the building to �,; ' �► ,�j brace the first truss.These scabs can break off or pull out,thus allowing • If possible,the continuous lateral bracing for the top chord should ,'�,,,,/ �- a total collapse. be placed on the underside of the top chord so that it will not have to � �\, /--/ • be removed as the plywood decking Is applied.The trusses are then held As trusses are set in place,the builder or erection contractor must securely even during the decking process. �, i apply sufficient temporary bracing to hold the trusses plumb, in alignment and in a safe condition until the permanent bracing,decking, It is equally important for the builder or erection contractor to ' ' and/or sheathing can be installed.Temporary bracing should be not less install bracing in the plane of the top chord for flat roof or floor �'•,, than 2o4 dimension lumber and should be as long as practical for trusses.The use of a similar bracing pattern is recommended for all flat handling.The use of short spacer pieces of lumber between adjacent • trusses. Particular attention is directed to bracing at the end of flat Figure 316) trusses is not recommended,unless used temporarily in preparation for trusses as shown in Figure 3161. . immediate installation of longer continuous bracing(8-feet minimum installed at the same locations specified on the architectural plan far length).Temporary bracinglumber should be nailed with two double 2. Web Member Plane. It is also necessary to install temporarygmay Da permanent bracing.It engt po y permanent bracing, become rt of the headed 16d nails at every intersection with the braced member. bracing in the plane of the web members. This bracing is usually is recommended that diagonal bracing be added at each web member requiring continuous lateral bracing. If none is specified, it is Pre-assembly of groups of trusses,on the ground.into structurally recommended that it be placed at no greater than 16 feet intervals braced units which are [hen lifted into place as assemblies is an s/ Lngle mend,tun 11 v2,hats thickness! along the truss length for roof trusses and 8 feet intervals for floor F"' acceptable alternate to the one-at-a-time method. f Fp.double mamba.Ir.,a,nth ih,vkneu trusses. tet cow Located within 6,ncnn of tape fine Exact spacing between trusses should be maintained as bracing is e:J.;a' \s -`��. nap..capon„ It is not generally necessary for diagonal bracing to run continue installed to avoid the hazardous practice of removing bracing to adjust .-y �� —_=�' al,opro a.. ously for the full length of the building but it is recommended that the spacing as sheathing is applied. This act of"adjusting spacing"can ` -=='• to feet intermit spacing between sets of diagonal bracing not exceed 20 feet,or twice caste trusses to topple if a key connection is removed at the wrong `` ''App,,,,--, ., Y the horizontal run of the diagonal bracing.Rows of 2x6 strong ks moi. time. ' may also be used to brace floor trusses where diagonal brad is -� �--" impractical.Figure 41x1 illustrates diagonal bracing in the plane of the Truss bracing must be applied to three planes of reference in the ��'�� `��, web members;Figure 41D)illustrates the lateral movement that m 2-'6d double ~r roof system to insure nubility: 1.Top chord(sheathing)plane,2.web �� heeded nails occur if lateral bracing is used without diagonal bracing. member plane or vertical plane perpendicular to trusses,and 3.bottom NOTE ...�'�`x'nta1ety chord(ceiling)plane. Long wen r.„tn, as a,x,ng 3. Bottom Chord Plane. In order to hold proper spicing on the rose,rcc closer `.�,�I `1 Y 1 bottom chord,temporary bracing is recommended in the plana of the • tp,cng. Up lateral bac`\ 1. Top Chord Plena Most important to the builder or erection at lean two tosses rTop Chord 4 bottom chord.Continuous lateral bracing at no grater than B Net to cattractor js bracing in the plane of the top chord.Truss top chords are TYDvd ed,ngl 10 feet on centers along the truss length is recommended full length of susceptible to lateral buckling before they are braced or sheathed.It is Figure 3)a) the building,nailed to the top of the bottom chord.Diagonal bracing 7 e 9 • r • -dap,.1 Waco,-.eoeat n aap,o,ma,ele M.o.. .aced her n apy,o,maiay 20f«t.nf«rab.n length of Dwm,ns 20 l«,...,ow,u,.o.,.i hath ena i >t ♦ - `_. - _ r nem... onywouns ION 1111.110101101 0111MIMD 111.1•••••• Added.,,,„,, t `.�� "ma .n't«.nhr,,.1 ..ter/,1....//.../.v..///:.///c i ; f1 1 • , 'n. , i Commuom i Mac.p 1 + J Alf top cher.. r ,p«edaI«t,o l0,«t 1 can get t ,pl,,,, °O n,M l1 1 r b,n.r,I tnx. across 1 lit 1 d,egonr for roof, I , , , ^g \11 \\1.11 ..1111��1\`11111.- Space acro,DunC,.p _..( -i! _(,� — Flagg hne \�� `` los hoot, IIMMNIIIIIIII / ,[ A 111 . etY/.eR ert� �� ' 1 ii I I Figur*41.1 , n w. 1 T - __ '�i4—Pool w.,nn > di I�srim�Bottom cnmd of„a...+ I , nrp,c.n Trusses s,rd,cui urd,on I `. 1- a / 1 .sAs.� g.lrfrr 4gI4A� arra .aglfMe �ws,o naxPfagr aaw w,sr fx«yrPl�Ir�� ill a rl1 1 1 1 r r— I ...Il m.,nu.n, St,,4 ,a, iii s Ire ii i r o.c,,.ses,rotown. ,, fl r' /7 " trusall. 1 r r Toa chords can WOO.desdru frequent°u,lm„ wsa 41an1111g 1111111111M1 Pgrel111111 fronlsr111 crows., I Figure 6(a) ' � • , Figure 5 Permanent bracing must provide sufficient support orright.roles to truss the plane of the truss to hold every member in the position r should be placed on the trusses in any one area;they should be spread assumed for it in design. In addition, permanent bracing must be Figaro 4(b) out evenly over,a large area so as to avoid overloading any one truss.All designed to resist lateral forces imposed on the completed building by mechanical equipment should be located only on the trusses specifically wind or seismic forces. between laterals placed at approximately 45 degrees,s recommended designed to support it.It should not be dropped or even set temporarily for stability of the bottom chord.Diagonal bracing in the plane of the in any other area unless the trusses are adequately shored.All floor Permanent bracing may be subdivided into three logical compo. bottom chord is generally not required throughout the length of the trusses should be adequately shored if pallets of masonry materials are vents: building,but it is recommended that it be located at least at each end to be stored temporarily until the next higher walls are finished. of the building. In most cases,temporary bracing in the plane of the 1. Top Chord Plana. This bracing is designed to resist lateral bottom chord is installed at the locations specified on the architectural STAGE THREE: Permanent Bracing is designed and specified by the movement of the top chord. If plywood floor or roof sheathing is plan for permanent bracing,and is,therefore,left in place as permanent architect or engineer for the structural safety of the building.It is the properly applied with staggered joints and adequate nailing,a continu- bracing. Figure 5 illustrates bracing in the plane of the bottom chord, responsibility of the building designer to indicate size, location,and ous diaphragm action is developed and additional bracing in the plane is: attachments for all permanent bracing as.required by design analysis.In generally not required. Full bundles of plywood should not be placed on trusses.This general,it is desirable to design and locate all bracing so that it may construction load should be limited to:8 sheets of plywood on any pair work together with other structural parts of the building(such as shear Some metal roofing materials may be depended upon to act as a of trusses and should be located adjacent to the supports.No excess walls, portal frames, bearing walls,columns,beams,etc.) to achieve diaphragm when properly lapped and nailed.-Selection and use of these concentration of any construction materials(such as gravel or shingles) total structural integrity. materials is at the discretion of the building designer. 10 11 12 .—D,.eowis ro,mn..ced bey Pe..et cam length of a web member. As described earlier in the discussion of .nds aro.t wmoa.mat.ly 201«1.mo.., building design and truss design(STAGE ONE),diagonal bracing or end . 1 anchorage is essential to stabilize the lateral bracing. 1 F. • •• 1 D,.gana s..e.ng Diagonal bracingin the plane of the web members is also useo to .: a.aed to„rot, 9D w.of toe chord distribute unequal loading to adjacent trusses and to spread lateral / menu let«al forces to diaphragms or shear walls.Spacing of rows of diagonal bracing of too in the plane of the webs Is a matter of judgment to bemade by the • • awe ebuildingdesigner,andwilldependuponthetrussspan,trussconfigure''IL tion,typeofbuilding,andtheloading.fl\H__ Generally,for roof trusses,the spacing ranges from 12 feet to 16APPENDIX feet depending upon how it relates to the bracing in the plane of the_ ^-• 11Ang.l.ne top chord.For.floor trusses the cross bracing should be approximately �� It tt — Il 8 feet on centers.Lateral 2x6 strong-backs may also be used for some It is intended that this.appendix contain only tentative recon • floor systems. mendations that may be used as a guide for on-site handling ant erection until a more complete statement can be prepared.There may Figure 1 and Figure 4 illustrate bracing in the plane of the webs. be some instances in which additional precautions will be necessary. 4C) Top chord l,ymun3. Bottom'Chord Plana. This bracing is required to maintain theUNLOADING. II possible, trusses shall be unloaded on relatively %1L.: �,,s. r,,,hm conan„o,,, truss design spacing and to provide lateral support to the bottom chordsmooth ground. They shall not De unloaded on cough terrain that �:a'�� to resist buckling forces in the event of reversal of stress due to windwould cause undue lateral strain that might result in distortion of truss uplift or unequal roof or floor loadings. joints.Dumping of trusses is an acceptable practice provided that the trusses are not damaged or excessively stressed in the act of dumping. _ For multiple bearing trusses or cantilever conditions,portions of the bottom chord become Compression members and should be braced The builder shall provide protection from damage that'may be laterally to resist buckling in the same manner as the top chord of roused by onsite construction activity. Figure elbl simple span trusses. • STORAGE. Care shall be taken so as not to allow excessive bending of II purlins are used,spaced not to exceed the buckling length of the Bracing in the plane of the bottom chord is also designed to transfer trusses or to allow tipping or toppling while the trusses are banded or topchord, and adequatelylateral forces due to wind or seismic loads into side walls,shear walls or when the banding is removed. attached to the top chord, it is recto other resisting structural elements. Diagonals between continuous mended that diagonal bracing be applied to the underside of the top lateral bracing serve to stabilize the bottom chord.It is recommended • If trusses fabricated with fire retardant treated wood must be stores chord to prevent lateral shifting of the purlins. that one complete bayof diagonal bracingbe installed at each end of prior to erection,theyshould be stored in a vertical D 90 position to proven Figure 6(a)illustrates the necessity for applying diagonal bracing in any building,and additional such bays be located at specified intervals water containing chemicals leached from the wood from standing o the plane of the top chord despite the use of closely spaced purlins. not to exceed 20 feet. Figure 5 illustrates the use of bracing in the the plates.A further precaution may be taken by providing a cover ft plane of the bottom chord. the trusses that will prevent moisture from coming in direct coma. It is recommended that this diagonal bracing,as shown in Figure with the trusses and which can be ventilated to prevent condensatio 6(b),be installed on both sides of the ridge line in all end bays.If the These recommendations for bracing wood trusses have been derived building exceeds 60 feet in length,this bracing should be repeated at from the collective experience of leading technical personnel in the ERECTING TRUSSES. The truss erector or builder shall take tl intervals no greater than 20 feet. wood truss industry but must, due to the nature of responsibilities necessary precautions to insure that handling and erection procedur. involved,be presented only as a guide for the use of a qualified building do not reduce the load-carrying'capacity of the truss. 2.Web Member Plane. The purpose of this bracing is to hold the designer,builder,or erection contractor. trusses in a vertical position and to maintain the design spacing. In • Trusses shall be installed plumb,at specified spacing and in'plar addition,this lateral bracing may be required to shorten the buckling (i.e.,trusses will be properly aligned). 13 14 15 I • Spreader her Allig A if/1416/11111n. 111111T .1 n\\V ///^\\IV !//^\\\E/1 \V ///1^��\\\1/ lam/ 1� m \/ \✓/ /x . I```1111 ,//��//' I / �F--utv,0.,ma,elr il]in]l.of Ir..,enp,n----"r1 IVA of trust length tag— Took. I Anp.o.,m . I/i of crus,atlenrgth ty.w I AAk A Soreeder har AM1 -,444 � \IIIIII 'I_V,I111111 Ii\�` rin` I :l"egf/7h,o i/] Figure401 A13�700,a4utr 2/3,o nth Tap.in For lifting trusses with spans in excess of 60 feet,it is retom mended that a strong-back be used as illustrated in Figure A)3).The Figure A)2)• strong-back should be.•lathed to the top chord and web members at Figaro AO) intervals of approximately 10 feet.Further,the strong-backs should be For truss spans between 30 feet and 60 feet a suggested lifting at or above the mid height of the truss so as to prevent overturning.The for lifting is illustrated in Figure Alt) procedure is shown in Figure A)2). It should be noted that the lines strong-back can be of any material with sufficient strength to safely A suggested procedure if the truss span does not exceed 30 trussesu. from the ends of the spreader bar "tonin." If these lines should carry the weight of the truss and sufficient rigidity to adequately resist "toe-out,"they will tend to cause buckling of the truss. bending of the truss. . a 18 77 18