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THESE ORAWINGS ARE APP ONLY TO 7NE PRODUCT"A"'et: C1 03 Df: GENERAL NOTES: SPECIFIED.1HEY MAY NOT BE USED FOR THE ASSEMBLY v,J. M.NS 1. ALL FASTENERS SHNE BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE AND/OR INVALA71ON OF ANY OTTER PRODUCT NOR MAY awtt w1e MATERIAL.SFLAIL BE BEYOND WALL FINISH OR STUCCO. THEY BE USED FOR RATION4 AND/DR LOCAL APPROVAL 1"T6 OT/TO/W 2. OPENINGS.BUCKING&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND OF ANY PRODUCT NOT PROmt=BY THE MANUFACTURER LOADS TO THE STRUCTURE STATEDON THESE R&W NSS. - 3. THESE.NON-IMPACT RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REQUIREMENTS g 6 OF THE FLORIDA BUILDING CODE(FBC). 48" MAX. FRAME WIDTH a 8 s$ o B 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALLBE Al CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING C14UCAS IN THE WOOD. rJ 48" MAX. FRAME WIDTH��4' MAX. i a ut i 5. MATERIALS.INCLUDING BUT NOT UMBED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR x 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 FOC AND a THE FLORIDA DEPARTMENT OF BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS, PRODUCT ASSEMBLY IS NoT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURERS GUAM ASSURANCE Bi BT B2 //FRAME SCREWS 82 EQUALLY SPECIFICATIONS&TESTING REPORTS. 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL.BE CONSIDERED VOID IF ANY OF THE FOLLOWING 5 '� $ 5 WHERE SHOWN. 5 SPACED a S APPLY:1)PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL BUILDING OPPOSITE SEE'FRAME OPPOSITE S B 6 fi DEPARTMENT. 2)PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH ANCHOR INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE PRODUCT'S CERTIFICATION FIN ANCHOR ( 3 S EFTTITYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR INCONSISTENT WITH WHAT HAS WITHIN 2" OF REQUIREMENTS EQUALLY BEEN TESTED. CORNERS & 8' TABLE" ON THIS SPACED 2 "< 6. THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTFICATIDN SHALL I- I-- THESE 2 SHEET FOR CONTROL FOR THE INSTALLED PRODUCT. 0 MAX O.C. SEE ANCHORS REQUkREMENTS. 9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED PRODUCT IS w FRAME ANCHOR w ARE NOT NOT PART OF THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE THAT OF THE MANUFACTURER x REQUIREMENTS S &/OR INSTALLER. w w REQ'D WHEN 9" MAX. w N TABLE" ON THIS / z WINDOW zo 1 n ALTERNATE ANCHOR/SHBSME EVALUATION NOTE• SHEET FOR — — — 02 FRAME ALL ALTERNATE ANCHORS IN THEIR SPECIFIED REQUIREMENTS. HEIGHT IS a a o SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE 7/ a 62'OR LESS / 9" MAX, az° L WITH THEIR APPLICABLE STANDARDS) AND ARE FOUND (TYP. EACH TO BE EQUIVALENT TO OR STRONGER THAN THE SIDE) ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. 00 P7 EQUALLY p �a� IN5TALATION EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS ANOBWIDBT/OR G SPACED Z a N INFORMATION&RESULTS FROM APPLICABLE TEST REPORTS. THE ftAR10A CODE VERSION CONSIDERED WITH THE EVALUATION WAS THAT IN FORCE AT THE TIME ^� OF THE EVALUATION. IN THE EVENT OF CODE VERSION CHANGES/UPOATES OR IN EQUALLY Z THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON THE REFERENCED SPACED PRODUCT,PRIOR TO STATING CODE COMPLIANCE WITH THE STATE,THE MANUFACTURER La MD a SHALL CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE j /� LaINSTALLATIONS SPECIFIED HERE-4 ARE CURRENT WITH THE THEN CURRENT TESTING. CODE AND APPLICABLE STANDARDS. FRAME ANCHOR REQUIREMENTS TABLE Q -—E�4 M -L OPENLNc TYPE FRAMEIcuP/WL FLN ro MwlMuu MINIMuM NO ANCHORS REQ' EXTERIOR ELEVATION: cso (SUBSTRATE} OPENING FASTENER TYPE EMBED EDGE DST. EXTERIOR ELEVATION: AT HEAD & SILL } zm SINGLE WINDOW (1)FRAME SCREWS (SERIES 20) SINGLE WINDOW N w - MIN.2X4 WOOD FRAME OR BUCK N0.70 SMS OR WOOD SCREW 1 1/a• 3/a• .(FIN INSTALLED SERIES 10� (FRAME SCREW INSTALLED SERIES 20) (MIN.GEL 3&G-0.55) .- CD MN :a GA.33 xsT METAL STUD ND.10 GR s SELF TAP DRRL sCREw FULL tlz SCALE- 3/4" = V-O" SCALE: 3/4" = t'-0" Z �11 MIN.1/8•THK A36 STEEL N0.10 GR.5 SELF TAP/DRILL SCREW FULL 1/2' S w0.to '' w w b MIN.1/6'THK 6063-15 ALUM. NO.10 GR.5 SELF TAP/DRILL SCREW .FULL 1/2' O7 C-90 CMU/2500 PSI CONCRETE (N 1/4"CONCRETE SCREW 1 1/4• 2' w w on ALLOWABLE DESIGN PRESSURE N 15 (1)INSTALLATION CLIP SCREWS {SERIES 20 MM.2X4 WOOD FRAME OR BUCK (SINGLE WINDOW) U)z (MIN.DR.3&C=0.55) NO.10 SMS OR WOOD SCREW 1 1/4 3/4+ WINDOW SIZE _ MIN.to CA 33 KSI METAL STUD No.10 GEL 5 SELF TAP DRILL SCREW FULL 1/2" ALLOWABLE 30 n PRESSURE .s;9i65F 4a i MIN.t 8-THK Ash STEEL NO,10 OR,5 SELF TAP ORIL.L SCREW FULL 1/2' MAX. MAX. FIXED SASH ACTIVE SASH (POSTFNE r a"� u + MIN.1/a'THK 6063-ITS ALUM. N0.10 GR.5 SELF TAP DRILL SCREW FULL 1/2' FRAME FRAME ALE MEETING RAIL MEETING RAIL & w`+� 1 e` w',V.' P WIDTH HEIGHT REINFORCEMENT REINFORCEMENT REINFORCEMENT ,'°: ' ' .•"° `> %•+°'' C-90 CMU/2500 PSI CONCRETE R) 1 4"CONCRETE SCREW t 1/4' (IN.) (IN.) NEGATIVE) a•m+ •>• ,; ,+ a NAILING FIN FASTENERS (SERIES 10 (P5O '. ♦v': �)36 59.5 NO NO YES 35 •� F4T1.zXa WOOD FRAME DR BUCK ts)N0.s x 1 //z•SMS 1 3X 1/2• e a (MIN.CR.3&G-0.55) (2)36 72 YES NO YES 3S Li MIN.2X4 WOOD FRAME OR BUCK (p tv 42 72 YES YES YES 50 HIGH PERFORMANCE Iva Nd 2•x 11 Ga Ro.F-ING NAIL 1 2/B' 1/2' 7 ,,, C3 C z (MM.OR.3&G=0.55) (�)48 59.5 NO YES YES 35 WINDOW � �b? MIN. 1/8'THK A36 STEEL t3)Na a GiT.s SELF rAP DRILL SCREW Fuu 1/2' a)48 72 YES YES YES 35 }."w• ;"' },ITN.1/a"THK 6063-ITS ALUM. 0)NO.8 GR 5 SELF TAP/pR1Lt SCREW FLtCI 1/2- 1}48 84 YES YES YES 35 ""...... ao ti Q 0)REW WINDOW HAS A MAXIMUM 35"TALL BOTTOM VENT. .YL � ®4 �a (2)CO CRETER SCREWEWS S SHALL B 0.PAN C0 ULTRACQNS,ELCO OR HEX HEAD CCREIE-FLEx,ITW RAMSEf/RED (�J WINDOW HAS EQUAL TOP & BOTTOM VENTS. ,P�, YSk, 3 HEAD TAPCONS OR WLTI KWD(-CON B(HARDENED STEEL OR S.S.). PRESSURE SHOWN IN THIS TABLE IS FOR INSTALLATION CONDITIONS DRAVIWG N0. ftry. (3)RENASCREWS ARE USED WITH iIIKE�NIL FIN.THEY MUST BE A WAFFLE HEAD SCREW ONLY. THE GOVERNING DESIGN PRESSURE ON THE WINDOWS 1572 F (4)ROOFING NAILS ARE ONLY APPLICABLE WITH STANDARD PERFORMANCE WINDOWS(N/A SHALL BE THE LESSER OF THAT SHOWN IN THE INDIVIDUAL SHEET N0. WITHHIGH PERFORMANCE WINDOWS) WINDOW'S STATE APPROVAL OR THAT SHOWN IN THIS TABLE. 1 OF A}