The URL can be used to link to this page

136 Pine St RES21-0002 Permit PacketOWNER:ADDRESS:CITY:STATE:ZIP: HARTMAN CYNTHIA M 1644 ALU ST HILO HI 96720 COMPANY:ADDRESS:CITY:STATE:ZIP: PELLA WINDOW AND DOOR 350 State Road 434 W LONGWOOD FL 32750 TYPE OF CONSTRUCTION: REAL ESTATE NUMBER:ZONING:BUILDING USE GROUP:SUBDIVISION: 170632 0000 SALTAIR SEC 03 JOB ADDRESS:PERMIT TYPE:DESCRIPTION: VALUE OF WORK: 136 PINE ST RESIDENTIAL WINDOWS/DOORS 7 WINDOWS $5900.00 FEES DESCRIPTION ACCOUNT QUANTITY PAID AMOUNT BUILDING PERMIT 455-0000-322-1000 0 $80.00 LIST OF CONDITIONS Roll off container company must be on City approved list . Container cannot be placed on City right-of-way. 1 BUILDING IN-PROGRESS INSPECTION REQUIRED INFORMATIONAL Notes: IN-PROGRESS INSPECTIONS ARE REQUIRED FOR EXTERIOR SIDING, WINDOW, AND DOOR INSPECTIONS, AND SHOULD BE SCHEDULED FOR THE FIRST DAY OF WORK. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. MUST CALL INSPECTION PHONE LINE (904) 247-5814 BY 4 PM FOR NEXT DAY INSPECTION. ALL WORK MUST CONFORM TO THE CURRENT 6TH EDITION (2017) OF THE FLORIDA BUILDING CODE, NEC, IPMC, AND CITY OF ATLANTIC BEACH CODE OF ORDINANCES . ALL CONDITIONS OF PERMIT APPLY, PLEASE READ CAREFULLY. 1 of 2Issued Date: 1/4/2021 PERMIT NUMBER RES21-0002 ISSUED: 1/4/2021 EXPIRES: 7/3/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL: $124.00 2 of 2Issued Date: 1/4/2021 PERMIT NUMBER RES21-0002 ISSUED: 1/4/2021 EXPIRES: 7/3/2021 RESIDENTIAL PERMIT CITY OF ATLANTIC BEACH 800 SEMINOLE ROAD ATLANTIC BEACH, FL 32233 L_____I ____JI DESCRIPTION ACCOUNT QTY PAID PermitTRAK $124.00 RES21-0002 Address: 136 PINE ST APN: 170632 0000 $124.00 BUILDING $80.00 BUILDING PERMIT 455-0000-322-1000 0 $80.00 BUILDING PLAN REVIEW $40.00 BUILDING PLAN CHECK 455-0000-322-1001 0 $40.00 STATE SURCHARGES $4.00 STATE DBPR SURCHARGE 455-0000-208-0700 0 $2.00 STATE DCA SURCHARGE 455-0000-208-0600 0 $2.00 TOTAL FEES PAID BY RECEIPT: R14487 $124.00 Printed: Monday, January 4, 2021 3:22 PM Date Paid: Monday, January 04, 2021 Paid By: PELLA WINDOW AND DOOR Pay Method: CREDIT CARD 410467680 1 of 1 Cashier: CG Cash Register Receipt City of Atlantic Beach Receipt Number R14487 ~+; CENTRALSQUARE RES21-0002 ~<} Updated 10/9/18 }t,,(l,4.,, Building Permit Application City of Atlantic Beach Building Department 800 Seminole Road, Atlantic Beach, FL 32233 ·••A11,INFORMATJON .HIG~IJ,Gfm,D IN GRAY . Phone: (904) 247-5826 Fax: {904} 247 -5845 Email : Building-Dept@coab .us 15/IIEQUIRED; Job Address: '.:136,Pine St Permit Number: ---------- Leg a I Desaiption . t0..;.16-21-28-29E Saltair Sec 3 Lot670 RE#· 170632-0000 Valuation of Work (Replacement Cost) S 590 0.. 0 0 Heated/Cooled SF ____ Non-Heated/Cooled ____ _ • Class of Work : ~X,., □Addition ~Iteration □Repa i r □Move □Demo □Pool □Window/Door • Use of existing/proposed structure(s): ~*)(ial (29Residential • If an existing structure, is a fire sprinkler system insta ll ed?: IZJves ONo • Will tre arate Tree Removal Permit D~li!~'.ln:~~!!;th~.f!'ee,'clfv.,o[l<·to be-perfu.rmed: ep ace WIO 0\VS S(Z.e for Size . . . ·-:· .. ;• ·; :.::· ··-:_ : .· ·: .--... :.·-·.; '·<·.-..._; ,· ' ' . . . . : ,_ . . . _._,. . ,' ' ·. ·-'~ : : ·. Florida Product Approval# 16812 2 16809 1 / 8 Property Owner Information for multiple products use product approval form ~i~AtrlS&~rtllP3a 0 . Address 136 Pine · St · · State EL.__ Zip 32233 Phone ·· · 904-537 .:.2353 E-Mail_'---'--'-'-'----'-'------~~-'-----'---------------------- OWner or Agent (If Agent, Power of Attorney or Agency Letter Required) _nl_a ________________ _ Contractor Information Nameof~JDJlilqV,-◄'Ps. ella Windows and Doors QualifyingAgent . James:RowJand. ·... . . Address ;jOU: vv: tate Rd 434 · · ·. City Longwood . State~Zip 32750 Office Phone . 1 .l'j ;.;-\{g1 ;..t, C, ':f (,, · . · : • · Job Site Contact Number _____________ _ State Certification/Registration# CBCQ46Z12 E-Mail jamesrbwlaodpYitd@expediiepermii com Architect Name & Phone# _______________________________ _ Engineer's Name & Phone# ______________________________ _ Workers Compensation Insurer · OR Exempt O Expiration Date ____________ _ Application Is hereby made to obtain a permit to do the work and Installations as indicated . I certify that no work or installation has commenced prior to the Issuance of a permit and that all work will be performed to meet the standards of all the laws regulating construction In this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDffiONERS, etc. NOTICE : In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. OWNER 'S AFFIDAVIT: I certify that all the foregoing information Is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning . WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR A RECORDING YOUR NOTICE OF COMMENCEMENT . . ,. i:1f41.. 4..-lLf-b{41i-../:m;1t;..(/· . f (Signature of Owner or Agent) (Signature of contractor) Signed and sworn to (or affirmed) before me this _1__ day of M!Jel'l.bv .~ by~~±---~--'--- Signed and sworn to (or affirmed) before me this 3r~ay of Dec . 2020. by-t=¥-'-lf>'i'--~:===-:..=:;:---- _.--j,fi~i:~¾-._ CHRISTINE R. O'MALLEY i.(A'\.1 MYCOMMISSION#GG 163512 '-:~;:,.~~,:~,? EXPIRES : January 29, 2022 • e····•o<lf-, .. ···-~f.f.',.,.-Bor.ded Thru Notary Pub lic Underwriter. Doc# 2020269611, OR BK 19479 Page 852, Number Pages: 1, Recorded 12/04/2020 02:42 PM, RONNIE FUSSELL CLERK CIRCUIT COURT DUVAL COUNTY RECORDING $10.00 5. surety (If~. a 00PV or tt,e payment bond la allached): a. Nam4t and address: t>J\•"'- b. Phone number: j · ..,..- e. Amount of~$ ___ _. 6.1.ender: a. Name 1111d -tc!r-,: _ \ liL b. Phone nUl'llbar: r ...-- 7. Penons wtlhlii Ifie Slate ot Florida designa1ed by Owner upon whom notices or other doc!Jments may be served as prwlded by Sodlon 713.13(1)(a)7., Florida Statuta: e. Namoand~ \111. b. Phone~ of deslgnated persons: -J ,.,.- ''1 \ r 8. In addlion 10·~. Owner~ the foQowlng l)fflOn(s) to receive a copy of111e Lienor's Notice as provided In Section 713.13(1»), Florida S1atutes: ' a. Name and aildless: • /J b. Phone llllllbef of IJll(SOO or entity designated by Owner: ~ ¥---- 9. Expiration date~ notice of commenc:ement (the expiration date wiU be1 year from the dale of nicordlng unless e dlflerant date ls specified): ____ _ WARNING 10'. OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE 'CONSIDERED IMPROPER PAYMENTS UNDER CHAPTER 713, PART I, SECllON 713.13, FLORIDA STATUTES, ANO CAN RESULT IN YOUR PAYING l'MCE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED ANO POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN'FINANCING. CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE oi! ;COMMENCEMENT. SilJrlalura of or Lessee, or Ownel's or Lessee's : f q Authorized Officer/Oinletor/PannerJManager Slgnaloly's TIiie/Office ~"tVI.~-~ ~ ~'h.0..."'\ . i111£0~-foregoing ~ Wltll ~ betin me by mea11& of )s:rpii'yaiQi ~ or [ J onllne oolarlza1lon on this \\/1' '14,.rw \ ~ b'( .-,,~¾1!1 N' «' who is personally known to me or who ha& produced JL{)I.. OIi Ide~ and who did (did not) art oath.~ "4. ~~ "O\. ' . .. . : · ;i . Notary Publie, Commission No. _Z,.__,,(--''1""'5--'f,"'--'7'--___ _ (N 1-<> ; I 1 ! ~ ; j :; '. : i ~ . ' BA$ i . :, ,., 1l i a:i .. i[ii J5 0 FUA SD 1 IMPORTANT PERMIT AND INSPECTION NOTES BUILDING. 1. The City Sea Turtle Protection Ordinance applies where land either has frontage on Beach Avenue, the Cloister Condominium, or is located eastward of Seminole Road from 20th Street northward to the City Limits. 2. No fill dirt can be delivered without prior approval from Public Works. Per COAB, 24-68. 3. The bottom of all foundation footings must be minimum 12 inches below existing grade, per COAB, 24-68 and FBC-B, Section 403.1.4. Site conditions may require footings to be deeper or higher above finished grade. Please review COAB Bulletin 1-16 to ensure minimum Finished Floor Elevation (FFE). 4. Fill dirt inside foundation walls must be compacted in 8-inch lifts, per FBC-R506.2.1. Please submit compaction tests, from a third-party testing agency, for every 16 inches of fill or fraction thereof. 5. At Final Inspection, a 6-inch clearance between exterior wall coverings and final grade (top of sod or mulch) will be required, per FBC-R318.7. Please plan FFE and lot grading accordingly. 6. Where questionable soils are found, during inspection, soil and compaction tests may be required, per FBC- R401. 7. Please provide a form-board or stem wall elevation form, from a licensed surveyor, for slab inspection. 8. Please review COAB Bulletin 2-18 to determine if a survey with setbacks and dimensions to property lines is required for slab inspection. 9. The placement and protection of steel reinforcement (Rebar) must comply with FBC-R606 (Masonry) and R608 (Concrete), including required Standard Hooks at top and bottom of vertical rebar. 10. Inspections: a. In-Progress Inspections are required for Exterior Siding and Window and Door Inspections and should be scheduled for the first day of work. b. A Scratch-Coat Inspection is required for stucco work. If you intend to apply a double-up, brown- coat, please call the Building Department to schedule a same-day Scratch-Coat Inspection. c. All roofing projects require an In-Progress Inspection, Residential and Commercial. d. The roof must be complete and the building dried in before scheduling rough trades inspections. 11. The joint tape for ZIP Board products is considered the dry-in or House Wrap for the building and must be inspected before covering over. All holes and penetrations in the sheathing and overdriven nails must be sealed. 12. Please post the building permit documents in a conspicuous location, before start of construction, including the Building Permit, Notice Of Commencement (NOC), and Construction Site Management Plan. The Police Department may review the management plan for compliance and parking. 13. Blocking any sidewalk or street is prohibited without prior approval from the Police Department and City Manager. 2 14. All work must match the approved plans. All changes to the approved plans must be re-submitted for plan review and approved before it can be inspected. Building inspectors are not authorized to approve changes to the approved plans in the field. (See Mechanical) 15. Where excavation is required for new construction, the provisions of FBC-B, Section 3307 will apply, including a 10-Day prior notice to adjoining property owners and protection of adjoining properties. Where the excavation exceeds 24 inches, temporary retaining walls must designed by the Engineer Of Record (EOR) and installed during or immediately after excavation. EXISTING BUILDINGS – REMODELS, RENOVATIONS, ADDITIONS, CHANGE OF OCCUPANCY. 1. Existing buildings are reviewed and permitted under the Florida Building Code-Existing Buildings (FBC- EB). The applicant must specify the method of compliance, per FBC-EB 301.1, and include that information on the plans, with the Design Criteria and Code Analysis. 2. The requirements for the method specified will be found in the corresponding FBC-EB Chapter. 3. When it is discovered during construction that the Compliance Method is not correct, or the project has expanded into another Compliance Method, revised plans will be required to update the Permit. No inspections will be conducted until the approved revisions are on site. 4. Any wall opened by removing interior or exterior wall coverings is considered a Work Area, and current provisions for Energy Conservation, including weatherproofing and insulation will apply. 5. Building inspectors are not authorized to approve changes to the approved plans in the field. ROOFING. a. The roof sheathing for all new construction must remain uncovered until the Roof Sheathing Inspection is approved. b. All roofing projects require an In-Progress Inspection. c. Sheathing installation and replacement guidelines per APA. d. Underlayment must conform to FBC-R Table 905.1.1 e. Shingles must conform to ASTM D3161 G or H, or ASTM D7158 F ELECTRICAL. 1. Electrical work must comply with the provisions of the 2014 NEC. 2. Anti-Oxidant Compound is required on all exterior aluminum wiring connections, unless the Listing Approval Documents for the conductors and the termination points, at each end, specifically allow connection without the compound. (Three documents will be required) PLUMBING. 1. Water supply and drain pipes must be insulated outside of conditioned areas, per FBC-R, P2603.5. 2. Where the entire sanitary drainage system is replaced, the existing building drain and building sewer 3 must be internally examined to verify proper size and slope and that piping is not broken or obstructed, per FBC-R, P2502.1. 3. COAB requires an additional sewer cleanout near the sewer tap with a T-1 concrete box for protection. 4. Water service piping must be properly supported and covered by a minimum of 12 inches of soil, per FBC-R, P2604.3. MECHANICAL. 1. All equipment and duct work must match the approved plans and Energy Sheets. The Manual S is the approved duct plan, and the as-built duct work must match the approved plans, or a revised Manual S or equivalent must be submitted for review. An equivalent must include duct and trunk layout and sizes, available static pressure, actual air flow, and total effective length, signed by the Mechanical Contractor with State License Number. FUEL GAS. 1. Fuel gas systems from the regulator to the appliances must comply with the FBC-Gas. 2. LP gas storage systems and outside piping must comply with NFPA 58. 3. All underground gas piping and tubing must be buried with 12-inches of cover. 4. CSST gas piping must comply with the manufacturer’s installation instructions and terms of approval. 4 01/23/20, 02/13/20 GENERAL NOTES: 1. ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. 2. OPENINGS, BUCKING & BUCKING FASTENERS MUST BE PROPERLY DESIGNED & INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE. 3. THESE NON-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA BUILDING CODE (FBC). 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. 5. MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. 6. TO THE BEST OF OUR KNOWLEDGE, THE PRODUCT SHOWN HEREIN IS CERTIFIED & QUALITY ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/QA ENTITY & SHALL BE LABELED IN ACCORDANCE WITH THE FBC AND THE FLORIDA DEPARTMENT OF BUSINESS & PROFESSIONAL REGULATION SPECIFICATIONS. PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S QUALITY ASSURANCE SPECIFICATIONS & TESTING REPORTS. 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY: 1) PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING DEPARTMENT. 2) PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. 3) IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION ENTITY'S CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS BEEN TESTED. 8. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE -PRODUCTS CERTIFICATION SHALL CONTROL FOR THE INSTALLED PRODUCT. 9. THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER &/OR INSTALLER. _ _ _ F O R M A X . F R A M E W I D T H , S E E - - - . ' . . 1 , . . 0 . . / C 1 \ . \ . V . V . . N O T E B E L O W A 1 4 4 . . ' / / . . F I N F A S T E N E R W I T H I N 2 " - - - - - · V 0 F C O R N E R S & 4 1 / 2 " M A X . O . C . W H E N J O B R E Q U I R E D D E S I G N P R E S S U R E I S O V E R + / - 3 5 P S F ; 9 " M A X . O . C . W H E N J O B R E Q U I R E D D E S I G N P R E S S U R E I S + / - 3 5 P S F O R . L E S S . S E E " F R A M E A N C H O R R E Q U I R E M E N T S T A B L E " O N T H I S S H E E T F O R R E Q U I R E M E N T S . 0 " . . . . . ~ . L - . . : : , - 2 " s : : . I > l > 3 : g I C 2 \ ~ \ . V I > w l - o . z w w ( / ) I > , _ _ _ F O R M A X . F R A M E W I D T H , N O T E B E L O W ' ' K = : : = = = = = = = = = = = = = = = = = = = = = = = = = = = = = 7 1 ' / 4 " M A X . < ] - , - - - F R A M E S C R E W S W H E R E S H O W N - - + + - + . v - ~ A T S I D E S . S E E " F R A M E A N C H O R R E Q U I R E M E N T S T A B L E " O N T H I S S H E E T F O R R E Q U I R E M E N T S . ( N O T E T H A T W H E N J O B v R E Q U I R E D D E S I G N P R E S S U R E I S O V E R + / - 3 5 A F R A M E F l L L E R M U S T B E U S E D A T E A C H F R A M E S C R E W , S E E S H E E T 5 F O R P A R T D E T A I L ) k l k l - - ' - - , - D R A W N B Y : C H E C K E D B Y : W . R . M . w . w . s . P L O T : D A T E : 1 = 1 6 0 2 / 0 5 / 1 4 " ' ~ w i ~ ~ 0 0 C ) ; : : , . > 0 ~ r , i r , i 3 : ~ 3 : z 0 i i = ( ! ) ~ 1 2 : z 0 ~ : z V , § : : w C ) 1 5 ~ z : z X 0 " " ~ i i i I . ; : ~ ~ B 0 , : 0 0 C L 5 z : : : , 0 < 1 i i z _ , _ r _ - . : : : : - - = = = = = = = - - - = = = = = = = - - - ~ ' - s : : . s : : . r - " ' I t ' . ) 6 " _ _ . , _ t ' " _ - _ : : : : - - - = = = = = = = - - = = = = = = = - - - = - - = - - ' 1 - - - - + - INSTALLATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/OR INFORMATION & RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED PRODUCT, PRIOR TO STATING CODE COMPLIANCE WITH THE STATE, THE MANUFACTURER SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WITH THE THEN C.URRENT TESTING, CODE AND APPLICABLE STANDARDS. FRAME ANCHOR REQUIREMENTS TABLE OPENING 1YPE (SUBSTRATE) FRAME/CLIP /NAIL FIN TO OPENING FASTENER lYPE MINIMUM MI N I M U M EMBED EDG E D I S T . (1) FRAME SCREWS MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) NO. 10 SMS OR WOOD SCREW MIN. 18 GA. 33 KSI METAL STUD NO. 10 GR. 5 SELF TAP /DRILL SCREW MIN. 1 /8" THK A36 STEEL NO. 10 GR. 5 SELF TAP /DRILL SCREW MIN. 1/8" THK 6063-TS ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW MIN. C-90 CMU OR 2500 PSI CONCRETE (2) 1 / 4" CONCRETE SCREW (1) INSTALLATION CLIP SCREWS MIN. 2X4 WOOD FRAME OR BUCK (MIN. GR. 3 & G=0.55) MIN. 18 GA. 33 KSI METAL STUD MIN. 1 /8" THK A36 STEEL MIN. 1/8" THK 6063-TS ALUM. 2500 PSI CONCRETE NO. 10 SMS SCREW NO. 10 GR. 5 SELF TAP /DRILL SCREW NO. 10 GR. 5 SELF TAP /DRILL SCREW NO. 1 O GR. 5 SELF TAP /DRILL SCREW (2) 3/16" CONCRETE SCREW (3) NAILING FIN FASTENERS MIN. 2X4 WOOD FRAME OR BUCK NO. 8 SMS SCREW (MIN. GR. 3 & G=0.55) MIN. 2X4 WOOD FRAME OR BUCK 11 GA. ROOFING NAIL (MIN. GR. 3 & G=0.55) MIN. 1 /8" THK A36 STEEL NO. 8 GR. 5 SELF TAP /DRILL SCREW MIN. 1 /8" THK 6063-TS ALUM. NO. 8 GR. 5 SELF TAP /DRILL SCREW 1 1/4" FULL FULL FULL 1 1/4" 1 1/4" FULL FULL FULL 1 1/4" 1 3/8" 1 3/8" FULL FULL ( 1) FRAME AND INSTALLATION CLIP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. (2) CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRETE-FLEX (S.S.), ITW RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON II (C.S OR S.S.). 3 / 4 " 1 / 2 " 1 / 2 " 1 / 2 " 2 " 1 / 2 " 1 / 2 " 1 / 2 " 1 / 2 " 2 " 1 / 2 " 1 / 2 " 1 / 2 " 1 / 2 " (3) WHEN SCREWS ARE USED WITH THE NAIL FIN, THEY MUST BE A PAN HEAD OR WAFFLE HEA D SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. V • j C L U S T E R F I N F A S T E N E R S M E E T I N G R A I L E N D S S U C H T H A T T H E R E A R E A T O T A L O F 5 P O S I T I O N E D A S S H O W N . S E E " F R A M E A N C H O R R E Q U I R E M E N T S T A B L E " O N T H I S S H E E T F O R R E Q U I R E M E N T S . 8 1 4 4 E X T E R I O R E L E V A T I O N ; S I N G L E W I N D O W S C A L E : 3 / 4 " = 1 ' - 0 " ( N A I L F I N M O U N T C O N D I T I O N ) I . 1 ~ s : : . ' ' w I w ~ < l ' . O : : : ' . l J _ X < l ' . ~ O : : : ' . 0 l J _ N O T E : F O R M A X . S I N G L E W I N D O W F R A M E D I M E N S I O N S A N D A L L O W A B L E D E S I G N P R E S S U R E , S E E A P P L I C A B L E F L O R I D A A P P R O V A L A L T E R N A T E A N C H O R / S U B S T R A T E E V A L U A T I O N N O T E : A L L A L T E R N A T E A N C H O R S I N T H E I R S P E C I F I E D S U B S T R A T E S H A V E B E E N A N A L Y Z E D I N A C C O R D A N C E W I T H T H E I R A P P L I C A B L E S T A N D A R D ( S ) A N D A R E F O U N D T O B E E Q U I V A L E N T T O O R S T R O N G E R T H A N T H E A N C H O R ( S ) U S E D I N T E S T I N G W I T H T H I S P R O D U C T . I > j 6 " < ] - ' - , l > < l l > k l I > l ~ - - - - - - - - - - ' - l l 0 < J 4 " E X T E R I O R E L E V A T I O N ; S I N G L E W I N D O W S C A L E : 3 / 4 " = 1 ' - 0 " ( F R A M E S C R E W M O U N T C O N D I T I O N ) S I D E J A M B A N C H O R S P A C I N G T A B L E M A X I M U M F R A M E W I D T H ( I N . ) 5 4 4 8 3 6 M A X I M U M o . c . S P A C I N G ( I N . ) 1 2 1 3 1 7 M A X . t _ J > - z 5 J ' & . ? " ' t . J a . : , < : : : : : ) ~ . ~ a t ~ L . . . , , 1 : : : . . . - ' · · ~ w - . t - ' ~ ~ · ~ · ! ~ : : . ¥ . : c : , ' · z O . : ~ _ . • ~ , : ✓ ~ w " l t t : ; i ' " : C ~ , ~ , . . ~ ~ T H E S E D R A W I N G S A R E A P P L I C A B L E O N L Y T O T H E P R O D U C T D R A W I N G N O . R E V . S P E C I F I E D . T H E Y M A Y N O T B E U S E D F O R T H E A S S E M B L Y 1 8 6 7 8 A N D / O R I N S T A L L A T I O N O F A N Y O T H E R P R O D U C T N O R M A Y 1 1 - - - - . . . . . . . ; . . . . a a . . . . a ; . . . . . ; . . _ _ _ _ . _ - = - . . . u T H E Y B E U S E D F O R R A T I O N A L A N D / O R L O C A L A P P R O V A L S H E E T N O . O F A N Y P R O D U C T N O T P R O D U C E D B Y T H E M A N U F A C T U R E R 1 O F 5 S T A T E D O N T H E S E D R A W I N G S . 4 8 " M A X . F R A M E W I D T H A 1 4 " . . . . . . . . . i-------FOR MAX. OVERALL FRAME WIDTH, SEE SIDE-BY- S I D E W I N D O W SIZE/PRESSURE TABLE ON THIS SHE E T - - - - - - . j 2 " CLUSTER FIN FAST E N E R S C R E W S A T M U L L I O N ENDS SUCH THAT T H E R E A R E A T O T A L O F 3 POSITIONED AS SH O W N . S E E " F R A M E A N C H O R REQUIREMENTS TAB L E " O N S H E E T 1 F O R SCREW REQUIREME N T S . ( N O T E T H A T R O O F I N G I - I · C . , w I w 2 < ( n : : : · " . . . . . . . . NAILS ARE NOT AP P L I C A B L E A T M U L L I O N E N D CLUSTERS) % % 2 " L L f C 1 \ • _ J C 1 % % j FIN FASTENER WITHIN 2" OF CORNERS & 4 1 /2" MAX. O.C. WHEN JOB REQUIRED DESIGN PRESSURE IS OVER + /-35 PSF; 9" MAX. O.C. WHEN JOB REQUIRED DESIGN PRESSURE IS + /-35 PSF OR LESS. SEE "FRAME ANCHOR REQUIREMENTS TABLE" ON SHEET 1 FOR REQUIREMENTS. % EXTERIOR ELEVATION; SIDE-BY-SIDE WINDOW SCALE: 3/4" = 1'-0" (NAIL FIN MOUNT CONDITION) ALLOWABLE SIDE-BY-SIDE WINDOW SIZE/PRESSURE TABLE MAXIMUM MAXIMUM ALLOWABLE OVERALL FRAME PRESSURE FRAME HEIGHT ( +/-PSF) WIDTH DIMENSION DIMENSION (IN.) (IN.) TRIPLE WINDOW 109 63 35 109 72 30 DOUBLE WINDOW 96 I 72 35 72 I 65 1/2 50 ~ \ V . n : : : w > 0 x < ( 2 ~ - c o P R E S S U R E S & C O N D I T I O N S S H O W N I N T H I S D R A W I N G A R E G O V E R N E D B Y I N S T A L L A T I O N R E Q U I R E M E N T S O N L Y . T H E G O V E R N I N G C O N D I T I O N S O N A N Y S P E C I F I C P R O D U C T S H A L L B E T H E L E S S E R O F T H O S E S P E C I F I E D I N T H E P R O D U C T S S T A T E A P P R O V A L O R T H A T S H O W N I N T H E S E D R A W I N G S . . . . . . . . . . . . % 4 % % " ' 7 ' % - - % j $ % . . . . . . . . 4 1 E X T E R I O R E L E V A T I O N ; S I N G L E W I N D O W W I T H T R A N S O M S C A L E : 3 / 4 " = 1 ' - 0 " ( N A I L F I N M O U N T C O N D I T I O N ) A L L O W A B L E D E S I G N P R E S S U R E ( T R A N S O M U N I T S O N L Y ) + / - 3 5 P S F . . , , , , . . : ~ ; ~ . i _ _ _ : , ; ; ; - . . . t C . - ~ i : : , _ t s = . ~ I s : : : . - ~ I s : : : . - ~ r . : v I • . . . D R A W N B Y : C H E C K E D B Y : W . R . M . W . W . S . P L O T : D A T E : 1 = 1 6 0 2 / 0 5 / 1 4 w ~ a i n C L U S T E R F I N F A S T E N E R 6 S C R E W S A T M U L L I O N E N D S t i : S U C H T H A T T H E R E A R E A ~ T O T A L O F 3 P O S I T I O N E D A S ~ S H O W N . S E E " F R A M E A N C H O R R E Q U I R E M E N T S T A B L E " O N S H E E T 1 F O R S C R E W R E Q U I R E M E N T S . ( N O T E T H A T R O O F I N G N A I L S A R E N O T A P P L I C A B L E A T M U L L I O N E N D C L U S T E R S ) C L U S T E R F I N F A S T E N E R S A T M E E T I N G R A I L E N D S S U C H T H A T T H E R E A R E A T O T A L O F 5 P O S I T I O N E D A S S H O W N . S E E " F R A M E A N C H O R R E Q U I R E M E N T S T A B L E " O N S H E E T 1 F O R R E Q U I R E M E N T S . F I N F A S T E N E R W I T H I N 2 " O F C O R N E R S & 9 " M A X . O . C . S E E " F R A M E A N C H O R R E Q U I R E M E N T S T A B L E " O N S H E E T 1 F O R R E Q U I R E M E N T S . z 0 i i i ~ 0 : : 0 z ~ 0 0 z 3 : t ; < ( a . . ~ T z 0 z C > z : : : : , : r : w _ J c . , z e n _ J ) - z > e n w ~ w e n z Q t : J m o ~ w - - - o ~ n : : : N o o i - ~ . - l l . . U ) I ~ - ~ ~ N u < ( - c o 2 : : 5 1 : : S N _ J ~ - ' O W c . o L I . I . - Q _ l l . . . . . . . . . . . ( . ' ) ~ z r o ~ c o C X ) l : t l < ~ z U : i : , . , . , _ . . . _ , , ~ v ( . ' ) 0 _ 1 ~ Z < ( z u . . , . , . , w . I - · . J . a . . g ; ~ ~ 0 : : : • o ~ I W ( . ' ) O a : : . - t ! : i ~ ~ , r n < ( ~ ~ I W J : : . . . J . - O z V > ( . ) : : : , o ~ o . ~ e n e n 0 0 C l l 5 : ~ z ~ = - . . . J · O . . . J ~ ~ ( . ) c t z 8 3 : J d D R A W I N G N O . R E V . 1 8 6 7 B S H E E T N O . 2 O F 5 FOR MAX. OVERALL FRAME WIDTH, SEE SIDE-B Y - S I D E W I N D O W ------SIZE/PRESSURE TABLE ON THIS SH E E T - - - - - - 4" MAX. 4" MAX.~ INDIVIDUAL WINDOW WIDTH _,__ INDIVIDUAL WINDOW WIDTH -1-< - - - - ' - · I N D I V I D U A L W I N D O W W I D T H FRAME SCREWS WHE R E S H O W N A T H E A D & 4 SIDES. SEE "FRAME A N C H O R R E Q U I R E M E N T S . TABLE" ON SHEET 1 F . O R R E Q U I R E M E N T S . ( N O T E THAT WHEN JOB RE Q U I R E D D E S I G N P R E S S U R E IS OVER +/-35 A F R A M E F I L L E R M U S T B E USED AT EACH FRAM E S C R E W , S E E S H E E T 5 FOR PART DET A I L ) - - - - - - - - - - - 0 INSTALLATION CLIPS WHERE S H O W N A T S I L L . SEE "FRAME ANCHOR REQ U I R E M E N T S T A B L E " O N SHEET 1 FOR REQUIREMEN T S . 0 4 " M A X . 4 " M A X . I t r 4 " M A X . EXTERIOR ELEVATION; SIDE-BY-SIDE WINDOW SCALE: 3/ 4" = 1 '-0" (FRAME SCREW AND CLIP MOUNT C O N D I T I O N ) ALLOWABLE SIDE-BY-SIDE S I D E J A M B A N C H O R S P A C I N G T A B L E WINDOW SIZE/PRESSURE TABLE MAXIMUM MAXIMUM ALLOWABLE OVERALL FRAME PRESSURE FRAME HEIGHT ( +/-PSF) WIDTH DIMENSION DIMENSION (IN.) (IN.) TRIPLE WINDOW 109 63 35 109 72 30 DOUBLE WINDOW 96 72 35 72 65 1/2 50 M A X I M U M I N D I V I D U A L W I N D O W W I D T H ( I N . ) 4 8 3 6 M A X I M U M O . C . S P A C I N G ( I N . ) 1 3 1 7 P R E S S U R E S & C O N D I T I O N S S H O W N I N T H I S D R A W I N G A R E G O V E R N E D B Y I N S T A L L A T I O N R E Q U I R E M E N T S O N L Y . T H E G O V E R N I N G C O N D I T I O N S O N A N Y S P E C I F I C P R O D U C T S H A L L B E T H E L E S S E R O F T H O S E S P E C I F I E D I N T H E P R O D U C T S S T A T E A P P R O V A L O R T H A T . S H O W N I N T H E S E D R A W I N G S . 4 " M A X 3 " 3 " 3 " 3 " 6 " ' I ' 6 " 4 " M A X . ( ) ( ) I ) [ > [ > [ ) / C Z \ r : : : § 7 [ > [ > t : : [ : : 1 4 8 " M A X . F R A M E W I D T H I " 0 0 0 F R A M E S C R E W S W H E R E S H O W N A T S I D E S . S E E " F R A M E A N C H O R R E Q U I R E M E N T S T A B L E " O N S H E E T 1 F O R R E Q U I R E M E N T S . " 7 ' 0 - - 0 j 0 E X T E R I O R E L E V A T I O N ; S I N G L E W I N D O W W I T H T R A N S O M S C A L E : 3 / 4 " = 1 ' - 0 " k l k l k l k l k l k l V < J l < l l < l ( F R A M E S C R E W M O U N T C O N D I T I O N ) A L L O W A B L E D E S I G N · P R E S S U R E ( T R A N S O M U N I T S O N L Y ) + / - 3 5 P S F 1 - : r : 0 G J : r : w ~ < ( 0 : : : L L _ J _ J < ( 0 : : : w 6 D A A W N B Y : C H E C K E D B Y : W . R . M . W . W . S . P L O T : D A T E : w ~ 0 i n z 0 t i E u [ { l 0 z 0 i i i G S 0 : : d z 1 = 1 6 0 2 / 0 5 / 1 4 S H E E T N O . 3 O F 5 FIN FASTENER PER ELEVATION SEALANT BY OTHERS BEHIND NAIL FIN /:~-~7~: .:> ... :··:·:.·· .J . · .. • \ '.:::\\ t:\\; ';It: :::z====:::zx SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" 1/4" MAX. SPACE ] SEALANT BY OTHERS I EXTERIOR I SECTION SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME I-I C) F R A M E S C R E W PE R E L E V A T I O N SEALANT B Y OTHERS I EXTERIOR I . 4 FRAME FIL L E R S E C T I O N S C A L E : 3 / 4 F U L L 4 S U B S T R A T E B Y O T H E R S P E R " F R A M E A N C H O R R E Q U I R E M E N T S T A B L E " 1 / 4 " M A X . S H I M A T E A C H A N C H O R ] S E A L S P A C E W I T H L O W E X P A N S I O N F O A M A R O U N D P E R I M E T E R O F W I N D O W F R A M E I - I C ) w I w 2 < l : : 0 : : : L L F R A M E S C R E W P E R E L E V A T I O N S U B S T R A T E B Y O T H E R S P E R " F R A M E A N C H O R R E Q U I R E M E N T S T A B L E " 1 / 4 " M A X . S H I M A T E A C H A N C H O R ] S E A L S P A C E W I T H L O W E X P A N S I O N F O A M A R O U N D P E R I M E T E R O F W I N D O W F R A M E A L T E R N A T E S E C T I O N ® S C A L E : 1 / 2 F U L L 4 I - I C ) w I w 2 < l : : 0 : : : L L SCALE: 3/4 FULL 4 (NAIL FIN MOUNT) w I (FRA M E S C R E W M O U N T C O N D I T I O N ) ( F R A M E S C R E W M O U N T C O N D I T I O N W I T H F L A N G E ) I EXTERIOR I SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME w 2 <l:: 0::: LL. I E X T E R I O R I SHIM A S R E Q ' D T O SUPPO R T & A L I G N WIND O W - _ - - - : : : : : : : : : : : : ~ ~ ~ ; : : : : : : = : : : ; : : : : : : = : : : = , j 1 j I - S E A L S P A C E W I T H I L O W E X P A N S I O N ~ F O A M A R O U N D I P E R I M E T E R O F W I N D O W F R A M E 3 I N S T A L L A T I O N w 2 < l : : 0 : : : L L SEALANT BY OTHERS SEALANT BY C L I P 1/4" MAX.] SPACE OTHERS ~ ~ _ _ _ : _ _ : : : : : J C J : ' . ' . : = = = : ~ ~ ~ a f L - - - - - - ' - L 1 / 4 " M A X . ..___. _____ SHIM AS REQ'D TO SUPPORT & ALIGN •.. · ··:' . · :·.· .. -~: , WINDOW SEALANT BY OTHERS BEHIND NAIL FIN FIN FASTENER PER ELEVATION SECTION SCALE: 3/4 FULL 4 (NAIL FIN MOUNT) ~ · .. · ... :· SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SUBSTRATE B Y O T H E R S PER "FRAM E A N C H O R REQUIREME N T S T A B L E " S E C T I O N M A X . 3 / 1 6 " S H I M S P A C E T H I C K X 3 " L O N G S H I M A T E A C H C L I P . . I N S T A L L A T I O N C L I P S C R E W P E R " F R A M E A N C H O R R E Q U I R E M E N T S T A B L E " ( 2 P E R C L I P ) . S C A L E : 3 / 4 F U L L 4 (INSTAL L A T I O N C L I P M O U N T C O N D I T I O N ) D R A W N B Y : C H E C K E D B Y : w . w . s . W . R . M . P L O T : 1 = 2 w ~ 0 z 0 i i : ~ ( . ) I D 0 z 0 v i c 5 C l ' . ' . c i z ~ 0 0 z 3 : t ; < ( 0 . . : : : e T z 0 z ( ! ) z : : , I w . . . J ( . ! ) z U ) . . . J > - z 5 e n w i i : w e n D A T E : 0 2 / 0 5 / 1 4 z Q t J m o J - - : w . . - - - - o ~ o : : : N o o i - ~ . . - - - - a . . U ) I O : : : : z < l : : . . - - 0 - - N u < l : : ~ c . o 2 : : j I : 5 N - 1 ~ _ J Q W C . O W . . - - C L a . . - ( ! ) ~ z o o a : : ( 0 c o w < ~ ~ ( . ) i ! : ~ ( 5 - - - ~ _ J ~ Z < i _ Z u . l ' ) w . I - · J a . . ~ ~ , : ! : f f i • 8 ~ I C > C l ' . ' . ~ 1 : : J z i ! : ~ : 8 < F o : r : . . : J : : . . . . I ~ ( . ) ~ ~ u : : : : : > o i ' . 5 ~ z e n ( / ) C O C D Q . i ' . : : z ~ : : : : . . . . J · O _ J ~ ~ u ' r t z 8 3 £ ~ w a . : R E V . B S H E E T N O . 4 O F 5 1 / 4" MAX. ----+-f----SPACE FRAME WIDTH -SUBSTRATE BY OTHERS PER .. "FRAME ANCHOR ~ :-REQUIREMENTS ~--. ~-TABLE" SEALANT BY OTHERS BEHIND NAIL FIN SEALANT BY OTHERS I EXTERIOR I FRAME Fl LLER ---SEAL SPACE WITH LOW EXPANSION FOAM AROUND PERIMETER OF WINDOW FRAME SEALANT BY OTHERS .-,E-XT-E-RI-OR_,j SECTION SCALE: 3/4 FULL 5 (NAIL FIN MOUNT) FRAME SCREW PER ELEVATION & "FRAME ANCHOR REQUIREMENTS TABLE" OPTIONAL DIRECT MOUNT DETAIL TO SUBSTRATE WITH SPACER (HEAD SECTION SHOWN; SIDES ARE INSTALLED THE SAME) (DIRECT MOUNT CONDITION IS NOT APPLICABLE AT SILL) (FOR DETAIL NOT SHOWN, SEE OTHER SECTIONS) 1 / 4 " M A X . S H I M AT E A C H A N C H O R SUBSTRATE B Y OTHERS PER . "FRAME ANCH O R : : - - F R A M E H E I G H T - - - - S E A L S P A C E W I T H L O W E X P A N S I O N F O A M A R O U N D P E R I M E T E R O F W I N D O W F R A M E REQUIREMENT S ~ - - . . . . ~B~" - ~ - ~ - - ~ , FRAME SCRE W PER ELEVATI O N S E A L A N T B Y O T H E R S I E X T E R I O R I S E C T I O N S C A L E : 3 / 4 F U L L 5 I L L E R S E A L A N T O T H E R S B F R A M [ F S E A L A N T B Y O T H E R S I E X T E R I O R I A L T E R N A T E S E C T I O N 6 9 S C A L E : 1 / 2 F U L L 5 I L L E R ( F R A M E S C R E W M O U N T C O N D I T I O N ) ( F R A M E S C R E W M O U N T C O N D I T I O N W I T H F L A N G E ) 0.6 0 4 - j f - 0.~ 6 0 [ µ i ' o . o s g T G ) F R A M E F L A N G E ( R I G I D P V C ) 0 . 6 0 4 - j , ~ ~ 2 . 4 8 5 D L ~ J _ 0 . 0 5 9 J ( D F R A M E F L A N G E ( R I G I D P V C ) 0 . 3 7 5 - ~ 4 3 . 0 0 0 - $ - ~ I - 1 1 . 3 2 5 ~ ~ I _ [ o . o s o - ~ T 0 . 2 9 3 j · G ) I N S T A L L A T I O N C L I P ( R I G I D P V C ) 7 1 . 0 2 0 I - ! e - = = : ; J 0 . 2 2 ~ L E N G T H = 3 . 0 0 0 " ( D F R A M E F I L L E R ( R I G I D P V C ) ( N O T E T H A T W H E N J O B R E Q U I R E D D E S I G N P R E S S U R E I S O V E R + / - 3 5 A F R A M E F I L L E R M U S T B E U S E D A T E A C H F R A M E S C R E W ) D R A W N B Y : C H E C K E D B Y : W . R . M . W . W . S . P L O T : D A T E : f i i z 0 t a ? ( . ) ~ 0 z 0 i i i c t 0 : : c i z 1 = 2 0 2 / 0 5 / 1 4 z Q t J m o 3 : : ~ w - - - o ~ a : : : : N o 0 o t - - ~ . . - 0 o . . ( / ) I z O C z < C . . - ~ 0 - - N ( . ) < C • U ) ~ ~ : : j I : S N _ J ~ . . . . J O W U ) a . . w . . - o . . . ~ 0 . . T z 0 z ( ! ) z : : > : c w _ J - - - ( ! ) ( ! ) ~ z e n z o o o 2 c o o : > _ J t : ! : I < ~ > - z z U : i : I " ) - ' - ' t r : ' < I - > ( ! ) O _ i ~ Z < ( Z L L I " ) C l ) w . I - · . . J . w C l . . O ! : ! Q . . . . i i : : 0 : : : = > w r - - W ~ 8 0 I w ( ! ) O ! : ~ C l ) L L z ~ c ' 5 ~ ~ ~ o : i : · · : r : ; _ J ~ ( . ) ~ - g ? u = > o i ' . . 5 ~ z C l ) ( / ) I X ) Q ) a . ~ z r - : : : . _ i · O _ i ~ 3 : : u i t 8 3 : ~ w a : · i n f f i l " ) c , . J L L . . . . . w - = t < ( ' < t : : i : : u · V > o z D R A W I N G N O . 1 8 6 7 S H E E T N O . 5 O F 5 12/2/2020 ,tffi¥ ' ►Of'JiiC'EOFll-£ st,(lRl:l'ARY Product Approval USER: Public User Florida Building Code Online l.i; --•--illlilllU ____ lll __ ,llil! Submit Surcharge ! Stats & Facts ! Publications Contact Us 1 BCIS Site Map Links Search ~P..P.roval Menu > Produ ct or ''P..R l ication Search > 8R.12!1cat1on List> Application Detail FL# Application Type Code Version Application Status Comments Archived Product Manufacturer Address/Phone/Email Authorized Signature Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Subcategory Compliance Method Certification Agency Validated By Re ferenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Documentation from approved Evaluation or Validation Entity FL16809-R4 Affirmation 2017 Approved Pella Corporation 102 Main St. Pella, IA 50219 (641) 621-6096 pellaproductapproval@pella.com Beth Phelps phelpsba@pella.com TROY FARR 18600 NE WILKES ROAD PORTLAND, OR 97230 (503) 405-9176 tbfarr@pella.com Pat Bortscheller 102 Main Street Pella, IA 50219 (64 1) 621-1000 PJBortscheller@pella.com Windows Horizontal Slider Certification Mark or Listing Window and Door Manufacturer Association Terrence E. Lunn, PE Validation Checklist -Hardcopy Received Standard AAMA/WDMA/CSA 101/I.S. 2/A440-08 AAMA/WDMA/CSA 101/I.S.2/A440-11 ~ 2008 2011 I affirm tha t there are no changes in the new Florida Building Code which affect my product(s) and my product(s) are in co mpliance with the new Florida Building Code. Yes No · N/A https ://www.floridabuilding.org/pr/pr_app_dtl .aspx?param=wGEVXQwtDqtmmTSTNdVPsXgSKGZmZSEPrJz414U3SwR12ReY9Z7daw%3d%3d 1/4 1'212/2020 ( Florida Building Code Online Product Approval Method Date Submitted Date Validated Date Pending FBC Approval Date Approved Date Revised Summary of Products X -..... Fi/# \ 16809.1 J ~fuse Mode~NumberorName 250 Series Sliding Window Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16809.2 250 Series Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16809.3 250 Series Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Other: Configurations of glass shall conform to the current ASTM El300 standard. 16809.4 250 Series Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +50/-50 Other: Configurations of glass shall conform to the current ASTM E1300 standard. 16809.5 250 Series Sliding Window Limits of Use Approved for use in HVHZ: No Approved for use outside HVHZ: Yes Impact Resistant: No Design Pressure: +35/-35 Method 1 Option A 12/05/2017 12/05/2017 12/06/2017 07/14/2020 Description 72" x 44" vinyl non-impact XO/OX sliding window with lock stile reinforcement Certification Agency Certificate FL16!lQ9 R4 C CAC CCL 411-H-1463,l!l , 19,p.Qf Quality Assurance Contract Expiration Date 05/24/2021 Installation Instructions Fl1fi!jQ9 R4 II Drawing...1Jl.fil1....QQ.f Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports ELl6!lQ9 R4 AE Drawing ll.62..Rdf Created by Independent Third Party: Yes 72" x 44" vinyl non-impact XO/OX sliding window with lock and meeting stile reinforcements. Certification Agency Certificate El lfi!lQ9 R4 C CAC CCL 41HJ-14fi3,22 ,23,p.Qf Quality Assurance Contract Expiration Date 05/24/2021 Installation Instructions ELlfi!lQ9 R4 II Drnwing...l..8.li2.,_Rdf Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL168Q9 R4 AE Drawing...1.a2.2...RQf Created by Independent Third Party: Yes 108" x 44" 1/4 vent vinyl non-impact XOX sliding window with lock stile reinforcement. Certification Agency Certificate FL168Q9 R4 C CAC CCL 411-H-1463,Q2 ,Q3,o.Qf Quality Assurance Contract Expiration Date 08/06/2021 Installation Instructions FLlfi!lQ9 R4 II Drawing...1.a2.2...RQf Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports ELlfi!lQ9 R4 AE Qrawing...l..8.li2.,_Rdf Created by Independent Third Party: Yes 108" x 44" 1/4 vent vinyl non-impact XOX sliding window with lock and meeting stile reinforcements. Certification Agency Certificate ELl6!lQ9 R4 C C8C CCL 4ll-l::l-l463,Q4 ,QS,p.Qf Quality Assurance Contract Expiration Date 08/06/2021 Installation Instructions El.l6!lQ9 R4 II Draw i D g...lllli2,_Rdf Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports ELl6!lQli! R4 AE Qrnwiog...lllli2..Rdf Created by Independent Third Party: Yes 108" x 44" 1/3 vent vinyl non-impact XOX sliding window with lock stile reinforcement. Certification Agency Certificate FL16809 R4 C CAC CCL 411-H-1463.08 .09.Qdf Quality Assurance Contract Expiration Date 08/06/2021 Installation Instructions https://www.floridabuilding.org/pr/pr _app _ dtl .aspx?para m=wG EVXQwtDqtmm TSTNdVPsXgS KGZmZSE Pr Jz4l4U3SwR 12Re Y9Z7 daw%3d%3d 2/4 1212/2020 Florida Building Code Online Other: Configurations of glass shall conform to the current FL16809 R4 II Drawjng~Rl1f ASTM E1300 standard. Verified By: Warren W. Schaefer P.E.44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Prawjng.l.822..R!il Created by Independent Third Party: Yes 16809.6 250 Series Sliding Window 108" x 44" 1/3 vent vinyl non-impact XOX sliding window with lock and meeting stile reinforcements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16!jQ9 R4 ,;; [;;A[;; [;;[;;L 411-H-14f;iJ,1Q ,11,RQf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/06/2021 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL16!l09 R4 II Drawing~Rl1f ASTM E1300 standard. Verified By: Warren W. Schaefer P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16!j09 R4 AE Drawing...1.!l2.9.,_Rl1f Created by Independent Third Party: Yes 16809.7 250 Series Sliding Window 52.25" x 62" vinyl non-impact XO/OX sliding window with lock and meeting stile reinforcements. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No FL16B09 R4 C CAC C!:L-411-H-146J,2B,RQf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/12/2025 Design Pressure: +50/-50 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R4 II Prawing...la6.2..R!1f ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing .l.a6.2..Rdf -""' Created by Independent Third Party: Yes ( ' 16809.8 ) 250 Series Sliding Window 96" x 62" vinyl non-impact XO/OX sliding window with lock and meeting stile reinforcements. ~Use Certification Agency Certificate Approved for use in HVHZ: No FL168Q9 R4 C !:AC c,;;L-4U-l::l-l46J,2Q,12Qf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/19/2025 Design Pressure: +30/-30 Installation Instructions Other: Configurations of glass shall conform to the current Fllf;i809 R4 II Drawing...1.!l2.9.,_12Qf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports Fllf;i809 R4 AE Drawing~R.Qf Created by Independent Third Party: Yes 16809.9 250 Series Sliding Window 78" x 84.5" overall size vinyl non-impact XO/OX sliding window with integral transom. Limits of Use Certification Agency Certificate Approved for use in HVHZ: No EL16809 B~ ,;; !:At;; t;;CL ~U-l::l-H6J.2~ .22.ilQf Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 08/29/2021 Design Pressure: +25/-25 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 84 II Draw;og...lll.6.9...Rdf ASTM E1300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawjng.J..8g!l.Rdf "-Created by Independent Third Party: Yes -/i '\ 1,09 r\) 250 Series Sliding Window 120" x 62" vinyl non-impact XOX 1/4 vent sliding window with lock and meeting stile reinforcements. l\...;• J Use Certification Agency Certificate Approved for use in HVHZ: No FL16809 R4 C CAC CCL-411-H-1463.34.P.df Approved for use outside HVHZ: Yes Quality Assurance Contract Expiration Date Impact Resistant: No 10/15/2025 Design Pressure: +25/-25 Installation Instructions Other: Configurations of glass shall conform to the current FL16809 R4 II Drawing 1869,P.df ASTM El300 standard. Verified By: Warren W. Schaefer, P.E. 44135 Created by Independent Third Party: Yes Evaluation Reports FL16809 R4 AE Drawing 1869,P.df Created by Independent Third Party: Yes 16809.11 250 Series Sliding Window 120" x 62" vinyl non-impact XOX 1/3 vent sliding window with I lock and meeting stile reinforcements. https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=wGEVXQwtDqtmmTSTNdVPsXgSKGZmZSEPrJz4l4U3SwR12ReY9Z7daw%3d%3d 3/4 ,. , . . OR A W i N C S . SP E C I F I E D AN C H O R D. I B E D TO BA S E 1J . A T ER t 1 , L Sl i A L L ON TH I S SH E E T . r"l.!J'l: , .. 115 I Cl-lC.CKO> fN: w .ws . 1 [;Ai1041,• 1. AU . FA S " T E N E R S Sf l ' . l l . OE IN AC C O R O , \ N C E Wff H TH E S E tr FO R MA X . FR A M E WI D T H , SE E PR E S S U R E TABLE ___ _ r "&~ ~ ~ G ~ ~ u ~ : , ~ ~ 2" a ~ ~ ~ g F A S f E N £ R S L!U S T 0 [ f - - - - FO R MA X . FR A f i N \~ ~ ; ~ \ ~ ~ ~ / R E S S U R E TA B L E - - - l , ~ t t t 6 " 6" • PR " v P E R L Y DE S I G N [ O & IN S T N . U : 0 TO TR A N S ! T . R W!N O LO A D S TO 4" W V • 2" MA X O C 12 " 'l · W O C 1 4" MAX n j f' i f i , c i i i ; . ; M P A C T RA T E D PR O D U C T ;N S T A L L A T I O N S A.S E IN -- ~ = r ; ~ ~ ~ ~ ~ ~ ~ ~ ~ = $ ~ A ~ ! = = 1 ~ ~ ~ ~ ~ ~ ~ = f f f f f : ! : ~ ~ -~:; : : ~ - : ; ~ ~ -~t ; = 2 ;" ; ; ; ; ; ; ~ ; ; ~ ; ~ ~ ; ; ~ ~ ~ = f l , ; ; , , "" " ' · I ~ A J ~ . " I "I ><=n· .. -SL -·· _l_, . ,,:...,.:._ .. 1-!::,f-l-+-+-<I AC C O R D A N C E Wl l H AN O t. l E H TH E RE O U I R E M £ N T S OF TI - I E 11 . 0 R l O t ' I 1t1 BU I L D I N G CO D E (F B C ) . 4. Al l A." I C H O R S SE C U R I N G PR O D U C T FR A . ! A E S TO PR [ S S U H E g~ ~ ~ ~ ~ ~ t r : : " r n ~ " ' ; ; ~ J l u ~ : t 1 1 ~ 6 -, .l~ . ---.-- · . // 1 / I // 1 / --· ·· .... . . . , .. ,,.. . w ·. - - [:: /1 / / . I 11!1 ! 1 // 1 / ,~-<1;14 " ~X. § p i 5 . MA T E . R I A L S , iN C L U O I N G BU T ~J O T LI M I T E D TO ST E E L SC R t W S , .. . . , L t.1 1 / / 1/ / ... . , ' / " / 1/ / TH A T CO M E IN T O CO N T A C T WfT l l OT H E R Dl S S I M I LA R MA T E R I A L S t u ~ ~ 8 1 .J FI N c • 0 TE N E R WIT H I N 2 " 7 w ~ .-: : : - : : : : - . . 8 2 "' . v, ( '° 4 1 j • - - I "'" '' - - · '-" u\ r . I " '~- \ ++ + I r . " ' " = ; FR A M E SC R E W S WH E R E SH O W N A T HE A D & SIDES.-·----- ~::: i > i E ~ E r o _ TH E RE Q U 1 R r n E N T S OF f1 . 0 R 1 D A BU I U D I N G co n ; : ': i : l! l -. . . . . : . . , , ~C L U S T E R FI N FA S T E N E R S OF CO R N E R S & 4 1 /2 " . ti e ] \ . V SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON THIS 6. TO Il l [ BE S T OF OU R KN O W W J G E , lH E PR O D U C T SH O W N " ' I MA X . 0. C . WH E N J0 8 c , r ( ./ HE R O N IS CE R T I ! l E O & OU " 1 . f T Y AS S U R E D BY A f1 . 0 F . I D A Sf A l E w 1 - A T ME E T I N G RA I L EN D S RE Q U I R E D DE S I G N w 1 - D SH E E T FO R RE Q U I R E M E N T S . NO T E TH A T WHEN JOS <J ~ ;f ~ ~ ~ ~ c ~ E l ; ° ~ ~ g " 4 ~ • :i : ¾ t fi 6 ~ i 8 5E r J f ~ ~ ~ 1 "0 , :r : 5 SU C H TH A T TH E R E AR E A PR E S S U R E IS OV E R + /· - 35 :r : i§ RE Q U I R E D DE S I G N Pl l E S S U R E IS OV E R + / - 3 5 A BU S IN ES S & PR O f f S S I O N A I . RE G U L A T I O N SP E C I A C A T I O N S . ~ TO TA L OF 5 PO S I T I O N E D I PS F ; g" MA X . O. C . WH E N ~ FR A M E FI L L E R MU S T BE US E D AT EA C H FR l , M E PR O D U C T AS S H l B L Y 15 NO T PA R T OF TH I S DR A W I N G mo SI I A l l i'? _ ~ AS SH O W N . SE E "F R A M E JO B RE Q U I R E D DE S I G N o: ~ SC R E W , SE E SH E E T 4 FO R PA R T DE T A I L ) BE IN AC C O R D A N C E 'N I T H 1l l £ 1. ' . A N U F A C l U R E R ' S OU A f . l l Y LL . .- : ( J OR RE F E ,.. . TS I " < ( I ic S S U R A N C E SP E C I F l C A T I O N S & TE S T I N G Rf W I T T S . 1 - Af C H · QU I , Mc N PR E S S U R E IS +/ - 3 5 PS F • •· · [: : - - 7. CE R T I F I C A T I O N Of fr l E S E PR O D U C T IN S T A L L A T I O N S St ! A l l BE >< w TA B L E" ON TH I S SH E E T I OR LE S S . SE E 'F R A M E ~ '- " CO N S I D E R E D VO I D IF M'Y OF TH E FO L L O I I S N G AP P i . Y e 1) PR O D U C T :i1 $ FO R RE Q U I R E M E N T S . AN C H O R RE Q U I RE M E N T S :, I 3 <J ~ T ~ ~ J N ~ ~ ~ : ~ M ~ : ~ N 2 G ) ~~ 6 ~ ; R ~ 1 •\~ : ~ T ~ ~ ~ ~ L £ . o: t'. ' . : TA B L E " ON TH I S SH E E T a: : ~ [? i,; ! a _ : // 1 / /1 / / . fi ' ~Cl . • J " ~~~ ~ i ~ ~ \ ~ ~ i s ' ~ ~ ~ o p = ~ C T O ~ ) ~ P ~ : ; i 2 g :~~ 1 1 / / I FO R RE Q U ! R E M E N T S . ' . / / .. , OC C U R R E D TO TH E PR O D U C l ' S CE R T I F l r J . T I O N f" . N T i l Y ' S CE R T I F I C A T E L _ . - - - I - - · j TH A l C/ \ U S [ mE S £ IN S T A U . A T I O N S TO BE IN C O R R E C T OR - - -· - -r - - - - ~ - IN C O N S I S T E NT WIT H WH A . 1 HA S Of f N 1£ S T £ 0 . -• 11J • • 1 • • • • - - - - - - - - ·- c:: : : , - __; . c = : : : ~RA ~ ~ ~'; 5 ~ ~~R 6 ~ ~ ~ R ~ ~ ~ ~ ~ N E ~ ~ ~ 1 ~ ~ : a L rn R 41 EX T E R I O R EL E V A T I O N ; iN S T A L l A T I O N CU P S W H E R E _ / <l ~E ~ ~ f , ~ l i ! ' W l ~ ~ ~ ~ l f ' Y TH E PR O D U C l IN S T A l l A T I O N ON L Y . XO WI N D O W SH O W N AT SI L L . SE E "F R A M E WA T E R PR O O F I N G OF TH E IN S T N . L E O PR O D U C T IS NO T PA R T or SC A L E : 3/ 4 " = 1 ' - 0 " AN C H O R RE Q U I R E M E N T S TA B L E " I I 0 I EX T E R I O R EL E V A T I O N : XO W I ND O W SC A L E : 3/ • t " = 1' - 0 " : , ; l ~ ~ ~ ~ u ~ ~ ~ ; I O ~ ) o R ~ ~ b ~ ; . O NS I B I U T Y SH A L L Bf . (N A I L FI N MO U N T CO N D I T I O N ) ~~Q ~ ~ ~ M i ~ ~ r FOR l f - - - - - - - - - -FR A c - c - - M - E =- A - N - c C -H .. ,O "'R ,. . . . . , R =-E =-Q = U c c l R = - E = - M - = E c c NT =s - = T A -= B c - L - = E - - - - - - - - - , (F R A M E SC R E W AN D CL I P MO U N T CONDITION) OP E N I N G TY P E (S U B S T R A T E ) FR A I A [ / C L I P /N , \ J L FI N TO OP E N I N G FA S T E N E R TY P E ( 1 ) FR A M E SC R E W S MIN . 2X 4 WO O D FR A M E OR BU C K (M I N . GR . 3 & G= D . 5 5 ) I NO . 10 SI A S OR WO O D SC R E W MIN . 18 GA . 33 KS I ME T A L ST U D NO . 10 GR . 5 SE L F TA P /O R i L L SC R E W , MIN . 1 / 8 . TH K A3 6 ST E E L NO . 10 GR . 5 S[ l . f TA P / D R l l l SC R E W i MIN . 1/ 8 " TH K 60 6 3 - T S AL U M . NO . 10 GR . 5 SE L F TA P / D R I L L SC R E W MIN . C- 9 0 CM U OR 25 0 0 PS I CO N C R E T E (2 ) 1/ 4 . CO N C R E T E SC R E W (1 ) IN S T A L L A T I O N CU P SC R E W S MIN . 2X 4 WO O D FR A M E OR BU C K (M I N . GR . 3 & G= 0 . 5 5 ) NO . 10 SM S SC R E W fJ I N . 18 GA 33 KS I ME T A L ST U D NO . 10 GR . 5 SE L F TA P / D R I LL SC R E W MI N . 7/ 8 " TH K A3 6 ST E E L NO . 10 GR . 5 SE L F IA P / D R I L L SC R E W MI N . 1/ 8 " TH K 60 6 3 - T S AL U M . NO . 10 GR . 5 SE L F TA P / D R I LL SC R E W 25 0 0 PS I CO N C R E T E (2 ) 1/ 4 . CO N C R E T E SC R E W i 1 - - - - - - - - - -,, ( 3 ' ) N - : - A - : - I L , . - ; l i -,- N G : : : - - : F c : - : - IN 7'- . F A S T E N E R S MIN . 2X 4 WO O D FR A M E OR BU C K NO . 8 SM S SC R E W (M I N . GR . 3 & G= 0 . 5 5 ) MI N . 2X 4 WO O D FR A M E OR BU C K 11 GA . RO O F I N G NA I L (M I N . GR . 3 & G= 0 . 5 5 ) MI N . 1/ 8 " TH K A. l 6 S" f E E L NO . B GR . 5 SE L F TA P /D R I L L SC R E W MIN . 1/ 8 " TH K 60 6 3 - 1 5 AL U M . NO . 8 GR . 5 SE L F TA P /D R I L L SC R E W MIN I M U M MI N I M U M EM B E O ED G E DI S T . 1 1/ 4 · 3 / 4 " FU L L 1/ 2 " FU L L 1 / 2 " FU L L 1/ 2 " 1 1/ 4 " 2" 1 1/ 4 " 1 / 2 " FU L L 1/ 2 " FU L L 1/ 2 " FU L L 1/ 2 " 1 1/ 4 " 2" I 3/ 8 " 1/ 2 " 1 3/ 8 " 1 / 2 " FU L L 1/ 2 " FU L L 1/ 2 " ( 1 ) FR A M E AN D IN S T A L L A T I O N CU P SC R E W S SH A L L BE A PA N OR HE X HU D SC R E W . AL L O W A B L E DE S I GN PR E S S U R E (X O & OX UN I T S ) MA X . MA X . AL L O W A B L E FR A M E FR A M E PR E S S U R E WI D T H HE I G H T ( + / - PS F ) (I N . ) ( I N . ) 52 1 / 4 62 50 72 44 50 7: l 1 / 2 72 25 78 62 25 96 62 . 30 PR E S S U R E SH O W N IN TH I S TA B L E IS FO R IN S l A L L A T I O N CO N D I T I O N S ON L Y . T HE GO V E R N IN G DE S I G N PR E S S U R E ON TI - I E WI N D O W S SH A LL BE Tl I E LE S S E R OF TH A T SH O W N IN TH E IN D I V I D U A L WI N D O W S ST A T E AP P R O V A L OR TH A T SH O W N IN TH I S TA B L E . ~ - - - - - - - - - - - - - - - - - - - Al TE R N A T E AN C H O R / S U B S T R A T E EVALUATION NOTE · AL L AL T E R N A T E AN C H O R S IN THEIR SPECIFIED SU B S T R A T ES HA V E BE E N ,\ N A L Y Z E D IN ACCORDANCE WIT H TH E I R AP P U C A B L E ST A N D A R D ( S ) AND ARE FOUND TO BE EQ U I V A L E N T TO OR STRONGER THAN THE AN C H O R ( S ) US E D IN TE S T I N G WITH THIS PRODUCT. l~ ' S J M J . A l \ O N EV A L J . M T I O t l IS BA 5 W ON APPU00l£ J.J-ICHOR STANOAROS AN D / O R IU ; : ' O R\ M T I ON k RE S U L l S FF ! O I J /..PPUCASI.£ TEST REPORTS. Tl1( MR Q . I . BU ! L O I N G CO D E VE R S I ON CO H S !GERE.O Wf!H THE !.\'ALUATX>N WAS TH A T IN FO R C E . Al ll - i E m, l E OF TH E EVALUATI0.'4 . IN TH( (\'ENT Of COO[ vr R S i O N CH A N G E S / U P ™ - T f S OR IN 7H E E\'£1'1 THAT N rN OR J..JDrYlf'.r-'l. "! E S T I N G IS CO M P l E 1 E D ON "r H E ~C P " " J l O ; C E O PROOUCT, PRIOR TO STAn~:; CO D ( . CO U P U A N C E wm t 1H [ ST A T E . 11 - t [ IMNUfAClUR£R :iJ-VJ..l CON!1RM WT I I I lH E lK S T J J . J . . A l l O t J EV . - ' 1 . . U A T I O N EN G I N E r R Cf f<ECOR!l l!V.T THE IN S T Al. . l A T I O H S SP E . C ! r l [ O ME R [ - I N AR [ CtJRROO WTlH TH~ lH[N CURrlENl TE S T I N G , co o r ~ o AP ? U C . A e l E ST A N O A A O S . ~ . ; ~ p ~ I & ~ g " ~ (2 ) CO N C R E T E SC R E W S SH A L L BE EL C O UL T R , \ C O N S (C . S .), EL C O CR E T E - FL E X (S . S . ) , ff i Y RA M S E T / R E O HE A D TA P C O N S (C . S . OR S. S . ) OR HIL T I KW I K - C O N II (C . S OR S. S . ) . (3 ) \' / H E N SC R E W S AR E US E D WIT H T H E NA I L FI N , TH E Y MU S T BE A l' / A r F L E HE A D SC R l " W OR HA V E A FL A T WA S H E R AT TH E SC R E W HE A D . ~ r: . r . OR . - \ \ 1 \ I N G S ,.Re AJ"PUCI.Olt C'NLY TO ™E PROOUCT oRA 1\ w 8,"6o 9N°. l """s · SP E C !Fl' E O . TH E Y ll.AY !iOT BE USED fOR TH~ ASSEMBLY D/ O R tN S T > J . L A T I O N or MY OTHER PRODUCT NOR W.Y 11--~=~-~-, EY S t US E D FOR RATlow.l .\NO/OR lOCA1. .-J>PRO\'Al. SHEET NO. Ai r ' f i 6 ~ ~ ~~~i~co BY lHE MANU FAClUR~ 1 Of 5 ,- . I i: 1- - " , ' - - H c t - H - i - "' w :c I ~ C L U S T E R FI N FA S T E N E R S AT ME E H N G RA I L EN D S SU C H TH A T TH E R E AR E A TO T A L OF 5 PO S I T I O N E D AS SH O W N . SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON SH E E T 1 FO R SC R E W RE Q U I R E M E N T S . N "' FI N FA S T E N E R WIT H I N 2" OF CO R N E R S & 4 1 / 2 " MA X . O. C . WH E N JO B RE Q U I R E D DE S I G N PR E S S U R E IS OV E R + / - 3 5 PS F ; 9" MA X . 0. C . WH E N JO B RE Q U I R E D DE S I G N PR E S S U R E IS + / - 3 5 PS F OR LE S S . SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON SH E E T 1 FO R RE Q U I R E M E N T S . - 7 ' 1 / 7 " , - - - - , . -- 4 · MA X . I; : 1 - " f ' + t - t t + . = c, w :r w :;; ; a: u. IN S T A L L A l ! O N CU P S WH E R E SH O W N AT SI L L . SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON SH E E T 1 FO R RE Q U I R E M E N T S . -- EX T E R I O R EL E V A T I O N ; XO X WIN D O W SC A L E : 3 / 4 " ~ i ' - 0 " (N A i l . FI N MO U N T CO N D I T I O N ) .. . -- · - - · - - - - - - .. ·- · . . . . . 1/ } I FR A M E SC R E W S WH E R E SH O W N AT - . L . - 1 , f t - - - - - - - - + H - + - HE A D & SI D E S . SE E "F R A M F . I A.N C H O R RE Q U I R E M E N T S TA B L E " ON SH E E T 1 FO R RE Q U I R E M E N T S . {N O T E TH A T WH E N JO B RE Q U I R E D DE S I G N PR E S S U R E IS OV E R + / - 3 5 A FR A M E FI L L E R MU S T BE US E D AT EA C H FR A M E SC R E W , SE E SH E E T 4 FO R PA R T DE . T A I L ) EX T E R I O R EL E . V A T I O N : XO X WIN D O W SC A L E : 3 / 4" = J' - 0 " (F R A M E SC R E W AN D CU P MO U N T CO N D I T I O N ) -- AL L O W A B L E D { S I ~ PR E S S U R E (x o x UN I T S ) MA X . MA X . I AL L O W A B L E FR A M E FR A M E PR E S S U R E WID T H HE I G H T j( + / - PSF) (I N . ) (I N . ) : 96 72 I 25 I 10 8 44 I 50 12 0 62 I 30 PR E S S U R E SH O W N IN TH I S TABLE IS FO R IN S T A L L A T I O N CO N D 1 1 1 0 N S ON L Y . 1 HE GO V ( R N I N G DE S I G N PR E S S U R E ON TH E WIN D O W S SH A L L BE TH E I. E S S E R OF THAT SH O W N IN TH ( IN D I V I D U A L WIN D O W S ST A T E Af> P R O V A L OR TH A T SH O W N IN TH I S TA B L E . DAAWN BY, W.IU.1. In g 5 gJ QC w fl) CHECKED 8Y: w.w.s. O,lt, 02/04/H " co 1 - - - - - - - - - - - 78 " MA X . FR A M E W I D T H - - - - - - - < SI M I L A R 4• MA X . - t 12 " MA X . O. C . 4" MAX. /8 " MA X . FR A M E W I D T H ~ I SI M I L A R CL U S T E R FI N FA S T E N E R S AT MU L I I O N & ME E T I N G RA I L EN D S SU C H TH A T TH E R E AR E A TO T A L OF 5 PO S I T I O N E D AS SH O W N . SE E "F R A M E AN C l i O R RE Q U I R E M E N T S TA B L E " ON SH E E T 1 FO R RE Q U I R E M E N T S . FI N FA S T E N E R WIT H I N 2" OF CO R N E R S & 9" MA X . 0. C . SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON SH E U 1 FO R '" ' " " " ' = 7 EX T E R I O R EL E V A T I O N : XO OR OX WIN D O W WIT H TR A N S O M SC A L E : 3/ 4 " = 1' -o • (N A I L FI N MO U N T CO N D I T I O N ) N "- . . -a - co L 4" MA X . -1 AL L O W A B L E DE S I G N PR E S S U R E TR A N S O M UN I T S + - 2 5 PS F sz u u I - FR A M E SC R E W S WH E R E SH O W N AT HE A D & SI D E S . SE E "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " ON SH E E T 1 FO R RE Q U I R E M E N T S . I IN S T A L L A T I O N CU P S WH E R E SH O W N AT SI L L SE E "F R A M E AN C H O R I RE Q U I R E M E N T S TA B L E " ON SH E E T 1 FO R / / RE Q U I R E M E N T S _ 1/ / I 1 6 .. i ) 1-- - 12 " MA X . O. C . -+ - 4 4 - 12 " MA X . O . C . ~ EX T E R I O R EL E V A T I O N : XO OR OX WIN D O W WIT H TR A N S O M SC A L E : 3/ 4 " = 1' - 0 " (F R A M E SC R E W AN O CL I P MO U N T CO N D I T I O N ) r u ci i< I x <( ::, "' ~ 0 z 3: i ::i; T z 0 z SHEET NO. 3 or FI N FA S T E N E R PE R EL E V A T I O N SE A L A N T BY OT H E R S - BE H ! N D NA i l . FI N 1: : t ~ , .. . l __ ~ - - l t " " - - - - - SE A I . A N T BY . . . . , . - ; OT H E R S SE A L A N T BY OT H E R S - SU B S T R A T E BY OT H E R S PE R "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " SE A L SP A C E WIT H LO W EX P A N S I O N t; , FO A M AR O U N D c, PE R I M E T E R OF !j ! WIN D O W FR A M E ;4 , - - ~- · - ~ - - ~ - ~ ~ 1 ~ 1 ~ ~ ~ - J FI N FA S T E N E R PE R EL E V A T I O N SE C T I O N SC A L E : 3 / 4 FU L L 3 (N A I L FI N MO U N T ) SU B S T R A T E BY OT H E R S PE R "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " SU B S T R A T E - BY · OT H E R S PE R "F R A M E AN C H O R RE Q U I R E M E N T S . ._ _ , . , c ' - - ~ - , = - : , - - , - , . ~ - ' - ' < ; : - - ; ; - ~ " - - - r - ' ? I " " - ' - TA B L E " FR A M E FI L L r n lf x _ : i : ~ _ I Q _ ~ ) 1 / 4 " MA X , SH I M AT EA C H ,\ N C H O R ] SE A L SP A C E WIT H LO W EX P A N S I O N FO A M AR O U N D PE R I M E T E R OF WIN D O W e- : r '- ' w :, : w "' 4 FR A M E FI L L E R [~ £ i i i @ AL T E R N A T E SE C T I O N ® SC A L E : 1 / 2 FU L L 3 SUBSTRATE BY OTHERS PER "FRAME ANCHOR REQUIREMENTS TABLE" SEAL SPACE WITH t;; LOW D(PANSION 0 FOAM AROUND ~ PERIMETER OF WINDOW FRAME '7 ~ (F R A M E SC R E W MO U N T CO N D I T I O N WITH FLANGE) SH I M AS RE Q ' D TO SU P P O R T & AL I G N WI N D O W - - - - 1 / 4 " MA X , MA X , 3/ 1 6 " -- SH I M SP A C E TH I C K X 3" r~ = ~ _ - ' - . , i , . < c , - - ~ + - , - , , ' - - - : - - - - , : - , - ; , ? ' r , , - - , , LO N G SH I M SE C T I O N - AT EA C H CU P IN S T A L L A T I O N CU P SC R E W PE R "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " (2 PE R CU P } , SC A L E : 3/ 4 FU L L 3 (F R A M E SC R E W & IN S T A L L A T I O N CL I P CO N D I T I O N ) MO U N T 1 / 4 " MA X . _ FR A M E W I D T H - - 1 / 4" MA X . SH I M r AT EA C H AN C H O R FR A M c HE I G H T - - 1/ 4 " MA X . SH I M -1 c · FR A M E HE I G H T -- Af EA C H AN C H O R Sf . A L A N T BY OT H E R S BE H I N D NA I L FI N SP A C E ' SE A L SP A C E WIT H LO W EX P A N S I O N FO A M AR O U N D PE R I M E T E R OF ' ME SU B S T R A T E BY OT H E R S PE R . . "F R A M E AN C H O R '. RE Q U I R E M E N T S TA B L E " SE . A L SP A C E WIT H LO W EX P A N S I O N FO A M AR O U N D PE R I M F W ND O W · SE A L SPACE WITH LOW • , EX P A N S I O N FOAM AROUND PE R I M E T E R OF WINDOW SU B S T R A T E BY - FR A M E OT H E R S Pm "F R A M E AN C H O R ·, • RE Q U I R E M E N T S ' . TA B L E " SE C T I O N SC A L E : 3/ 4 FU L L 4 (N A I L FI N MO U N T ) SC A L E : 3/ 4 FU L L ® (F R A M E SC R E W MO U N T CO N D I T I O N ) AL T E R N A T E SE C T I O N ® SC A L E : 1/ 2 FU L L 4 CO N T I N U O U S WO O D ME M B E R LE S S IN TH I C K N E S S TH A N A 2X _ BU C K TO l: l E MIN . 3 1 /2 " DE E P (N O T RE O U I R F . D WH E N SH I M SP A C E IS WIT H I N AL L O W A B L E DI M E N S I O N S SH O W N IN SE C T I O N S } . , - SU B S T R A T E BY OT H E R S / PE R "F R A M E AN C H O R . . •, • • -~ r n U I R E M E N T S TA B L E " ', ' - - ' , - - i ' - . , , . - ~ - " T T " " ~ ~ - ~ t : i - - - = - : : " " " ' " " · - · - F l! A M E SC R E W PE R EL E V A T I O N & "F R A M E AN C H O R RE Q U I R E M E N T S TA B L E " OP T I O N A L DI R E C T MO U N T DE T A I L TO SU B S T R A T E WIT H SP A C E R (H E A D SE C T I O N SH O W N ; SI D E S AR E IN S T A L L E D TH E SA M E } (D I R E C T MO U N T CO N D I T I O N IS NO T AP P L I C A B L E AT SI L L ) (F O R DE T A I L NO T SH O W N , SE E OT H E R SE C T I O N S ) 0 6 0 4 - j 1 - o:~ l = J j _ _ L _ _ 0 . 0 5 9 J (i ) EB A t , l E FL A N G E (R I G I D PV C ) :r i 0. 0 5 9 J (D FR A M E E\A N G E (R I G I D PV C } (r R A M E SC R E W MO U N T CO N D I T I O N WITH FLANGE) 3. 0 0 0 -$ - 0. 5 0 0 I .. -- · - · · · · - ·- j I ~ r L2 Jr 0. 0 6 0 o. 2 9 3 J I Q) IN S T A U A T I O N CU P (R I G I D PV C ) - j 1. 0 2 0 I- j c : : : = ; J 0 2 2 ~ LE N G T H '" 3. 0 0 0 " 0 FR A M E AL L E R (R I G I D PV C ) (N O T E TH A T WH E N JO B RE Q U I R E D DE S I G N PR E S S U R E IS OV E R + / · - 3 5 A FR A M E FI L L E R MU S T BE US E D AT EA C H FR A M E SC R E W } Ill'; Cl-ltCl<U) BY'. W.R.w. W.W.:S. g 5 f3 ffi (I)