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GENERAL NOTE5 eA4 N,NS 1- ALL FASTENERS SHALL BE IN ACCORDANCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED TO FOR MAX. FRAME WIDTH, SEE FOR MAX. FRAME WIDTH, SEE_I mnu MT[ BASE MATERIAL SHALL BE BEYOND WALL FINISH OR STUCCO. NOTE BELOW Ai NOTE BELOW °}/05��• 2. OPENINGS,BUCKING&BUCKING FASTENERS MUSE BE PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND LOADS TO THE STRUCTURE `} - S THESE TO RATED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND MEET THE REOUIREMENTS OF THE FLORIDA BUILDING CODE(FBC). 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL 4" MAX. BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING CHEMICALS IN THE WOOD. to _ S MATERIALS,INCLUDING BUT NOT UNITED TO STEEL SCREWS,THAT COME INTO CONTACT WITH OTHER DISSIMILAR MATERIALS SMALL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE CHAPTER 20. 6. TO THE BEST OF OUR KNOWLEDGE,THE PRODUCT SHOWN HEREIN IS CERTIFIED&OUNITY ASSURED FIN FASTENER WITHIN 2" BY A FLORIDA STATE APPROVED CERTIFICATION/OA ENTRY&SHALL BE LABELED IN ACCORDANCE WITH THE OF CORNERS & 4 1/2" FRAME SCREWS WHERE SHOWN FBC AND THE FLORIDA DEPARTMENT OF BUSINESS&PROFESSIONAL REGULATION SPECIFICATIONS MAX. O.C. WHEN JOB AT SIDES. SEE "FRAME ANCHOR c k PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE IN ACCORDANCE WITH THE MANUFACTURER'S GUAM ASSURANCE SPECIFICATIONS&TESTING REPORTS REQUIRED DESIGN REQUIREMENTS TABLE" ON THIS 7. CCRSIFICATK)N OF THESE PRODUCT INSTALLATIONS SHALL BE CONSIDERED VOID IF ANY OF THE PRESSURE IS OVER +/-35 SHEET FOR REQUIREMENTS. s FOLLOWING APPLY. T)PRODUCT IS INSTALLED WITHOUT A BUILDING PERMIT FROM THE APPLICABLE LOCAL Ct PSF; 9" MAX. O.C. WHEN OJ C2 (NOTE THAT WHEN JOB BUILDING DEPARTMENT. 2)PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LICENSED CONTRACTOR 5 JOB REQUIRED DESIGN m 5 REQUIRED DESIGN PRESSURE IS EXPERIENCED WITH INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE OCCURRED TO THE -35 A FRAME FILLER PRODUCT'S CERTIFICATION ENRIYS CERTIFICATE THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR PRESSURE IS +/-35 PSF w OVER +/ - INCONSISTENT WITH WHAT HAS BEEN TESTED. o MUST BE USED AT EACH FRAME & THE LEST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS CERTIFICATION OR LESS. SEE "FRAME Z SCREW, SEE SHEET 5 FOR SHALL CONTROL FOR THE INSTALLED PRODUCT. ANCHOR REQUIREMENTS 9.THESE DRAWINGS CERTIFY THE PRODUCT INSTALLATION ONLY. WATER PROOFING OF THE INSTALLED TABLE" ON THIS SHEET w PART DETAIL) PRO DUCT IS NOT PART OF THIS WSTALIATION CERTIFICATION. THAT RESPONSIBIUIY SHALL BE THAT OF THE FOR REQUIREMENTS. Z rA / MANUFACTURER&/OR INSTALLER. / _ 61.� P s 0 0 L" 3 oz:9 WSTA kDON EVALUATION IS BASED ON APPLICABLE ANCHOR STANDARDS AND/DR INFORMTION&RESULTS - <� FROM APPUCABLE TEST REPORTS. THE FLORIDA BUILDING CODE VERSION CONSOERED WITH THE CLUSTER FIN FASTENERS AT x F- EVALUATION WAS THAT W FORCE AT THE TIME OF THE EVALUATION. IN THE EVEN OF CODE VERSION G S w MEETING RAIL ENDS SUCH THAT CHANGESN��OR IN THE EVENT THAT NEW OR AOOIf10NAl TESTING 5 COMPLETED ON THE a w REFERENCED PRODUCT,PRIOR TO STATING CODE COMPLIANCE WITH THE STATE THE MANUFACTURER SHALL THERE ARE A TOTAL OF 5 m a CONFIRM WITH THE NWAUATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECDIED POSITIONED AS SHOWN. SEE I HERE-IN ME CURRENT WITH THE THEN CURRENT TESTING,CODE AND APPUCABLD STANDARDS "FRAME ANCHOR REQUIREMENTS 0 W FRAME ANCHOR REQUIREMENTS TABLE TABLE" ON THIS SHEET FOR = OPENING TYPE FRAME/CLIP/NAIL FIN TO MINIMUM MINIMUM REQUIREMENTS. B7 z (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. 4 (1) FRAME SCREWS _ _ L MIN. 2X4 WOOD FRAME OR BUCK 4" MAX N0. 10 SMS OR WOOD SCREW 1 1/4" 3/4" 0 z (MIN..OR. 3&C=0.55) O Z. _T t MIN. 18 GA.33 KSI METAL STUD NO. 10 GR. 5 SELF TP/DRI'LL SCREW FULL 1/2" MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" EXTERIOR ELEVATION: EXTERIOR ELEVATION: tr z'E?,L^< MIN. 1/8"THK 6063-TS ALUM. N0. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" SINGLE WINDOW SINGLE WINDOW MIN.C-90 CMU OR 2500 PSI CONCRETE (2) 1/4"CONCRETE SCREW 1 1/4" 2' SCALE 3/4" = 1'-0" SCALE: 3/4" = V-0" w w��iS Of (1) INSTALLATION CLIP SCREWS (NAIL FIN MOUNT CONDITION) (FRAME SCREW MOUNT CONDITION) w U Lz_ � MIN. 2X4 WOOD FRAME OR BUCK w5 2 (MIN. GR. 3&G=0.55) NO. 10 SMS SCREW 1 1/4" 1/2" Ioj- o MIN. 18 GA 33 KSI METAL STUD NIT 10 R.SSECFTAF/DRILL SCREW FULL 1/2— — �E:—FOR-MAX.-SINGLE— --SIDE—JAMB— N-t-N-Z-- = --------. -- MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" WINDOW FRAME DIMENSIONS ANCHOR- a`"IttI1111111,�_-- =3c0.Y a MIN. 1/8"THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP/DRILL SCREW FULL 1/2" AND ALLOWABLE DESIGN SPACING TABLE Jo Q. *B33NA��,� u3'� 2500 PSI CONCRETE (2) 1/4" CONCRETE SCREW 1 1/4" 2" MAXIMUM MAXIMUM `��;•"��•••.•y (3)NAILING FIN FASTENERS PRESSURE, SEE APPLICABLE W FRAME O.C. 1 Q: FLORIDA APPROVAL WIDTH SPACING _Z;W 0 o; MIN. 2X4 WOOD FRAME OR BUCK =U;y •r 6• ,o ti N0. 6 SMS SCREW t 3/8" t/2" (IN-) (IN.) C o: �, » (MIN. GR. 3&G=0.55) =N:z r•� ta-�S E` MIN. 2X4 WOOD FRAME OR BUCK 54 12 .0 rn No 11 GA ROOFING NAIL 1 3/8" 1/2• -Z :5j 0 z (MIN. GR. 3&G=0.55) 48 13 r. y•'••.Z 8-THK EL NO. 8 GR.5 SELF TAP/DRILL SCREW FULL 1/2' MIN!N/8/THK 6063675�ALUM. NO. B GR.5 SELF T P/DRILL SCREW FULL 1/2" ALTERNATE RN TE ATE OR/SU�INTHETR SPECIFIED Om Al ,QQO` �'•;\ za (1)FRAME AND INSTALLATION CUP SCREWS SHALL BE A PAN OR HEX HEAD SCREW. SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE WITH THEIR APPLICABLE STANDARDS AND ARE FOUND (2)CONCRETE SCREWS SHAl1 BE ELCO UL7RACONS (C.S.), ELCO CREfE-FLEX (S.S.), TNT JTHESE oRAwwGs ARE MPuaeLL oHLr To THE PROOVOT DRAWIuc No. REv. TO BE EQUIVALENT TO OR STRONGER THAN THE SPEOFIED.THEY Mr NOT BE USED FOR THE AZEANBLY RAMSET/RED HEAD TPCONS(C.S. OR 5.5.) OR HILTI KWIK-CON II(C.S OR S.S.). 'I$6] A 3)WHEN SCREWS ARE USED WITH THE NAIL FIN,THEY MUST BE A PAN HEAD OR WAFFLE HEAD ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. THEYAND/OR IUSEDFOR of ANY mNrn PRODUCT uoa Mr ( SCREW OR HAVE A FLAT WASHER AT THE SCREW HEAD. iFEr BE USED T N OTAPROD MD/OR tE ArAmR SHEET No. OF ANY PRODUCE NOT PRODUCED DY 111E MNUFALNRER SEATED ON MESS DRAvnNGS. 1 OF 5