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GENERAL NOTES 1. ALL FASTENERS SHALL RE DI ACCORDANCE WITH THESE FOR MAX. FRAME WIDTH, SEE PRESSURE TABLE DRAWINGS. SPECIFIED ANCHOR EMBED TO BASE MATERIAL SHALL ON THIS SHEET. BE BEYOND WALL FINISH OR STUCCO. FOR MAX, FRAME WIDTH, SEE PRESSURE TABLE -_ 2. OPENINGS,BUCKING&BUCKING FASTENERS MUST BE _ 6" 6" - PROPERLY DESIGNED&INSTALLED TO TRANSFER WIND LOADS TO ON THIS SHEET. k c THE.STRUCTURE 4 MAX. 12" MAX. O.C. 12" MAX. O.C. 4' MAX. s a 3. THESE NON-IMPACT RATED.PRODUCT INSTALLATIONS ARE IN Al 2" A2 ACCORDANCE WITH AND MEET THE REQUIREMENTS OF THE FLORIDA 3Aw BUILDING COIF(FBC). 3 4. ALL ANCHORS SECURING PRODUCT FRAMES TO PRESSURE TREATED BUCKS OR WOOD FRAMING SHALL BE CAPABLE OF RESISTING CORROSION CAUSED BY THE PRESSURE TREATING 4" MAX. q CHEMICALS IN THE WOOD. R a. MATERIALS.INCLUDING BUT NOT LIMITED TO STEEL.SCREWS. w t_u 7HAT.COME DIM CONTACT WITH.OTHER DWML48 ATERLALS N= Bl FIN FASTENER WITHIN 2' vwi= 82 SWILL MEET THE REQUIREMENTS OF FLORIDA BUILDING CODE In rn v FRAME SCREWS WHERE SHOWN AT HEAD do SIDES. CHAPTER 20. ,= 4 OF CORNERS & 4 1/2' 4 s 6. TO THE BEST OF OUR KNOWLEDGE,THE PRODUCT SHOWN �= CLUSTER FlN FASTENERS MAX. O.C. WHEN JOB g= SEE 'FRAME ANCHOR REQUIREMENTS TABLE" ON THIS HEREIN IS CERTIFIED&OLWAY ASSURED BY A FLORIDA STATE w I AT MEETING RAIL ENDS REQUIRED DESIGN w H- SHEET FOR REQUIREMENTS. (NOTE THAT WHEN JOB v APPROVED CLRBFICATION/OA ENTITY&SHALL BE LABELED IN =Z SUCH THAT THERE AREA =z REQUIRED DESIGN PRESSURE IS OVER + -35 A PRESSURE IS OVER + -35 0 / ACCORDANCE wltH THE Fec AND THE FLORIDA DEPARTMENT of o / FRAME FILLER MUST BE USED AT EACH FRAME - BUSINESS&PROFESSIONAL REGULATION SPEGFlCAnors. J TOTAL OF 5 POSITIONED i pSF; 9' MAX. O.C. WHEN z w PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL m -AS.SHOWN. SEE "FRAME JOB REQUIRED DESIGN m SCREW, SEE SHEET 4 FOR PART'DETAIL) BE IN ACCORDANCE WITH THE MANUFACTURER'S DUALITY Ma. I Mi - -- ASSURAL�SPECLFlGLTI@S-ASSURANCE < ANCHOR-tEQU1IREMENLS—{ RESSURHS—r/-35-PSF-- ¢ ---- _ 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SHALL BE w TABLE" ON THIS SHEET I w ' CONSIDERED VOID IF ANY OF THE FOLLOWING APPLY:1)PRODUCT OR LESS. SEE "FRAME FOR REQUIREMENTS. ANCHOR REQUIREMENTS � 5 INSTALLED WITHOUT A BURRING PERMIT FROM THE APPLCABIE N o Z LOCAL BUILDING DEPARTMENT. 2)PRODUCT IS INSTALLED 8Y o w TABLE'ON THIS SHEET O y�j I CD�-o ANYONE OTHER THAN A LICENSED CONTRACTOR EXPERIENCED WITH t<a j I FOR REQUIREMENTS. /� M'"(L 30 ¢ 00 INSTALLATIONS OF THIS TYPE OF PRODUCT. 3)IF CHANGES HAVE K OCCURRED TO THE PROOUCFS COMFICATION ENRTYS CERTIFICATE ' ow� I THAT CAUSE THESE INSTALLATIONS TO BE INCORRECT OR 4' MAX. 2 �'S N INCONSISTENT wm1 WHAT ws BEEN TESTED. EXTERIOR ELEVATION: o `o'�5 L THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PROOUCTS CERTIFICATION SHALL CONTROL FOR INSTALLATION CUPS WHERE EXTERIOR ELEVATION: a S N-A•�- THE INSTALLED PRODUCE XO WINDOW a o a m SHOWN AT SILL SEE "FRAME XO WINDOW CL- 9.THESE DRAWINGS CFITIIFY 1FIE PRODUCT INSTAIUTION ONLY. � WATER PROOFING OF THE INSTATED PRODUCT IS NOT PART OF SCALE: 3/4" = E'-O" ANCHOR REQUIREMENTS TABLE' I THIS INSTALLATION CERTIFICATION. THAT RESPONSIBILITY SHALL BE ON THIS SHEET FOR SCALE: 3/4' = 1'-O" z THAT OF THE MANUFACTURER&/OR INSTALLER (NAIL FIN MOUNT CONDITION) REQUIREMENTS. (FRAME SCREW AND CLIP MOUNT CONDITION) z FRAME ANCHOR REQUIREMENTS TABLE ri OPENING TYPE FRAME/CUP/NAIL FIN TO MINIMUM MINIMUM ilu (SUBSTRATE) OPENING FASTENER TYPE EMBED EDGE DIST. ALTERNATE ANCHOR/SUBSTRATE EVALUATION NOTE o ALLOWABLE DESIGN (1) FRAME SCREWS ALL ALTERNATE ANCHORS'IN THEIR SPECIFIED z PRESSURE SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE MIN. 2X4 WOOD FRAME OR BUCK N0. 10 SAPS OR WOOD SCREW 1 1/4' 3/4' WITH THEIR APPLICABLE STANDARD(S)AND ARE FOUND m o0 (MIN. GR.3&G=0S5) (XO & OX UNITS) TO BE EQUIVALENT TO OR STRONGER THAN THE v1 Fm m MIN. 18 GA 33 KSI METAL STUD NO. 10 GR.5 SELF TAP DRILL SCREW FULL 1/2" MAX. MAX. ALLOWABLE ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. MIN. 1/8'THK A36 STEEL NO. 10 GR.5 SELF TAP DRILL SCREW FULL 1/2- FRAME FRAME PRESSURE = F2- MIN. 1/8-THK 6063-T5 ALUM. NO. 10 GR.5 SELF TAP DRILL SCREW FULL 1/2- WIDTH HEIGHT (+/- PSF) INSTALLATIONEVAWAtON 6 BASED ON APPLICABLE ANCHOR STANDARDS s za.c!A MIN. C-90 CMU OR 2500 PSI CONCRETE W 1/4•CONCRETE SCREW 1 1/4- 2• (IN.) (IN.) ��B�R�MA6�7E 1�ION COFI✓�MED�E�1EALUAMN� W Wp. THAT IN FORCE AT THE TIME OF THE EVALUATION. IN THE MW OF CODE Of It - o i INSTALLATION__ CLIP.SCREWS, 52 1 4 62 50 W w � - --- VERSION LUNGES/UPDATES OR IN THE EVENT IHAT NEW OR ADDfTI0W1 MIN.2X4 WOOD FRAME OR BUCK 72 44 50 TESTING 6 COMPLETED ON THE REFERENCED PRODUCT PRIM TO STATING o W Fez NO. 10 SMS SCREW 1 1/4• 1/2- MOE CDMPLIANCE WITH THE STATE THE MANUFACTURER SHALL CONFIRM o :1, y (MIN. GR 3&G=0.55) 73 1 2 J2 2S WITH THE INS ALLATION EVALUATION 04ONMR OF RECORD THAT THE _N N cn 2w a INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WITH THE THEN CURRENT MIN. 1 B.GA 33 KSI METAL STUD NO. 10 GR.5 SELF TAP DRILL SCREW FULL 1/2' 78 62 25 TESTING.CODE,�nPnTc+eLL SrAloueUS. O MIN. 1/8'THK AS6 STEEL NO. 10 GR.5 SELF TAP/DRILL'SCREW-FULL 1/2' 96 62 30 �3L) MIN. 12 00 PSKI CONCRETE 6063-TS ALUM. N0.(2) 1/4•CONCRETE SCREW GR. 5 SELF TAP/DRILLSCREW 1 1/4" 122• PESSUE SHOWN IN THIS TABLE SR FOR RINSTALLATION CONDITIONS \\\��Q61 ��•,� y Z.�� ONLY. THE GOVERNING DESIGN �4 ..••°•••.•• m (3)NAILING FIN FASTENERS PRESSURE ON THE WINDOWS MIN.2X4 WOOD FRAME OR BUCK 1 3 8" 1 2" SHALT BE THE LESSER OF THAT LL i" a NO. B SMS SCREW Z Z cr) O O: / / x y�Z d �jt tW- Or.- 121-1 (MIN. GR.3&G=0.55) SHOWN IN THE INDIVIDUAL MIN.2X4 WOOD FRAME OR BUCK WINDOWS SATE APPROVAL OR MM Q < ",•O �o 11 GA ROOFING NAIL 1 3/8' 1/2' THAT SHOWN IN THIS TABLE O N�= " (MIN. GR.3&G=0.55) - !-' tom) O aW MIN. 1/8"THK A36 SEEL NO. 6 GR.5 SELF TAP/DRiU.SCREW FULL 1/2' '��'/�'••,�Z •�'co MIN. 1/8•THK 6063LE5 ALUM. N0. 8 GR.5 SELF TAP/DRILL SCREW FULL 1/2• �i�by•....•••'••�O\\\ (1)FRAME AND INSTALLATION CUP SCREWS SHALL BE A PAN'OR HEX HEAD SCREW. �M Q \ a (2)CONCRETE SCREWS SHALL BE L1C0 ULTRACONS (C.S.), ELCO CRETE-FLIX(S.S.), fIW FAliTED SE oPAwwrs ARE,wPLmMBLE ONLY ro THE PRODUCT o wi o. REY. -------- RAMSET/REO HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON It(C.S OR S.S.). CIFIED.THEY MAY Nor HE USED FOR THE ASSEMBLY $69 B (3)WHEN SCREWS ARE USED WLTH THE NAIL FIN,THEY MUST BE A WAFFLE HEAD SCREW OR HAVE Y 6E USED MR PwTIONAL 0/OR LOCA%L APPRMALY SHEET No. ANY PRODUCT NOT PRODUCED BY THE MANUFALRIRER A FLAT WASHER AT THE SCREW HEAD. 1 of rj ON TH SE ORAlMNGS