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GENERAL NOTES: 1/2' rrs rrs 1. ALL FASTENERS SHALL BE IN ACCORONCE WITH THESE DRAWINGS. SPECIFIED ANCHOR EMBED 47 MAX. FRAME WIDTH TO BASE MATERIAL$HA L:BE BEYOND WALL FINISH OR STUCCO. : aIe 47 1f2' MAX. FRAME WIDTH a mrYSnA 2. OPENINGS.BIIGFONG&BUCKING FASTENERS MUST BE PROPERLY DESIGNED&INSTALLED TO 4" MAX. 20"MAX. O.C. 4' MAX. e TRANSFER WINO ON-IMPACT TO THE PRODUCT E NAIL FlN Al A2 3. THESE HON-IMPACT RASED PRODUCT INSTALLATIONS ARE IN ACCORDANCE WITH AND NEST THE 3 ! ffi REQUIREMENTS OF THE FLORIDA BLYLL.ODNG CODE(FBC). 5 SHALL BE CAPABLE o URRFsSLwGG CORROSION FRAMES CAUSED BY THE PRSRESSURE TREA BUCKS TING CHEIdnALS IN MAX. �'DIE WOOD. WOOD. S. MATERIALS.INCLUDING BUT NOT LIMITED To STEEL SCREWS,THAT COME INTO CONTACT WITH I . I NAIL FIN AND x OTHER 04SSIM0.AR MATERIALS SHALL MEET THE REQUIREMENTS OF FLORIDA BUNTING CODE CNMIFR %� 2a I ANCHORING OF NAIL FIN $ S. TO THE BEST OF OUR KNOWA1mGE,THE PRODUCT SHOWN HEREIN IS CERTIFIED&omm IS OPTIONAL&SHALL ASSURED BY A FLORIDA STATE APPROVED CERTIFICATION/CA ENTITY&SHALL BE LABELED IN FIN FASTENER WITHIN FRAME SCREWS NOT ACT AS A ACCORDANCE WITH THE MC AND THE FLORIDA DEPARTMENT OF BUSINESS&PROFESSIONAL 3' OF CORNERS & I WHERE SHOWN. SEE REGULATION SPMFICAT10NS. PRODUCT ASSEMBLY IS NOT PART OF THIS DRAWING AND SHALL BE 'fRAIdE ANCHOR SUBSTITUTE FOR THE t IN ACCORDANCE WITH Tiff MANUFACTURERS DUALITY ASSURANCE SPECIFICATIONS&TESTLNG � 4 1/2' MAX. D.C. v ! REQUIREMENTS I FRAME ANCHORS r 4 I REPORTS. SEE"FRAME ANCHOR w SPECIFIED. FIN MAY BE 7. CERTIFICATION OF THESE PRODUCT INSTALLATIONS SWAL BE CONSIDERED VGND IF ANY OF THE = REQUIREMENTS x TABLE"ON SHEET 1 REMOVED WHEN FOLLOWING APPLY,1)PRODUCT 15 INSTALLED WITHOUT A BUILDING PRO FROM THE APPLICABLE w Q -< LOCAL BUILDING DEPARTMENT. 2)PRODUCT IS INSTALLED BY ANYONE OTHER THAN A LICENSED TABLE" ON THIS FOR REQUIREMENTS. REQUIRED BY OPENING w CONTRACTOR ESPERO£NCEO WITH INSTALLATIONS OF THIS TYPE OF PRODUCT- 3)IF CHANGES HAVE SHEET FOR I I CONDITIONS OCCURRED TO THE PRODUCES CERTIFICATION EMI YS CERDMATE THAT CAUSE THESE tl REQUIREMENTS. 116"MAX. INSTALLATIONS TO BE INCORRECT OR INCONSL5FEHT WITH WHAT HAS BEEN TESTED. EL THE LEAST DESIGN PRESSURE SPECIFIED EITHER IN THIS DRAWING OR IN THE PRODUCTS X O.C. CERTI TEATaN SHALL CONTROL FOR THE INSTALLED PRODUCT. MAY INCREASE TO 0.THESE DRAWINGS CERTIFY THE PROM=INSTALLATION ONLY_ WATER PROOFING OF THE INSTALLED PRODUCT IS NOT PART OF THIS NALSTALLATIN DN.N CERTIFICAXI THAT RESPONSIBILITY �+ OPPOSTLE iv ) OPPOSITE I 22'O.C. WHEN 0 SHALL.BE THAT OF THE MANUFACTURER&/OR OWALL£FL B7 Bi 2 2 FRAME WIDTH IS 36` Oo zo INSTALLATION EVALUANON IS BASED ON APPLICABLE ANCHOR SDNDARDS AND/OR WFORWOION S 5 Ya7 5 5 V OR LESS. rn o &RESULTS FROM APPLICABLE TEST REPORTS. THE FLORIN BUCDBNC CODE VERSION CONSIDERED WUTL THE EVAU UTGN WAS THAT IN FORCE AT THE TIME OF THE EVALUATION, IN 4 O N Yn 1 THE EVENT OF CODE VERSION CHANGES/UPDATES OR IN THE EVENT THAT NEW OR ADDITIONAL TESTING IS COMPLETED ON TALE REFERENCED PRODUCT,PRIOR TO STATING CODE COMPLIANCE I I V, `01s,Np WITH THE STATE,IRE MANUFACTURER DWI CONFIRM WITH THE INSTALLATION EVALUATION ENGINEER OF RECORD THAT THE INSTALLATIONS SPECIFIED HERE-IN ARE CURRENT WITH THE THEN CURRENT TESTING.CODE AND APPLICABLE STANDARDS. V) a ALTERNATE ANCHORISUBSTRATE EVALUATION NO 5`MAX: -' ALL ALTERNATE ANCHORS IN THEIR SPECIFIED IQ SUBSTRATES HAVE BEEN ANALYZED IN ACCORDANCE EXTERIOR ELEVATION: EXTERIOR ELEVATION: WITH THEIR APPLICABLE STANDARD(S) AND ARE FOUND TO BE EQUIVALENT TO OR STRONGER THAN THE SINGLE FIXED PANEL DOOR SINGLE FIXED PANEL DOOR ANCHOR(S) USED IN TESTING WITH THIS PRODUCT. SCALE: 1/2" = V-0" SCALE: 1/2 1'-O" (NAIL FIN MOUNT) (FRAME SCREW MOUNT) z 00 FRAME ANCHOR REQUIREMENTS TABLE ALLOWABLE DESIGN PRESSURE U) z"' 6 � OPENING TYPE FRAME/FlN TO OPENING FASTENER MINIMUM MINIMUM (SINGLE F ® W � � IX PANEL DOORS ONLY) n (SUBSTRATE) TYPE EMBED EDGE DFST. f50 -5D PSF twig M1a� 3 FRAME SCREWS PRESSURE SHOWN IN THIS TABLE IS O 1 9 MIN. 2X4 WOOD FRAME OR BUCK FOR INSTALLATION CONDITIONS ONLY. n z „ NO. 10 SMS OR WOOD SCREW 1 1/4" 3/4" THE GOVERNING DESIGN PRESSURE ON i {MIN. GR. 3& G=0.55) THE DOORS SHALL BE THE LESSER OFa MIN. 18 GA. 33 KSI METAL STUD NO. 10 OR. 5 SELF TAP DRILL SCREW FULL 1/2' THAT SHOWN IN THE INOMDUAL DOOR'S `oz'Ss' MIN. 1/8"THK A36 STEEL NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2" STATE APPROVAL OR THAT SHOWN IN MIN. t 8"THK 6063-T5 ALUM. NO. 10 GR. 5 SELF TAP DRILL SCREW FULL 1/2' THIS TABLE. 116 1111Sa•i o MIN. C-90 CMU OR 2500 PSI CONCRETE (1) 1 4"CONCRETE SCREW 1 1/4' 2' >°��F,,,.•-,.,"�y; (2)NAILING FIN FASTENERS 4�'.'c a MIN. 2X4 WOOD FRAME OR BUCK w NO. 8 SMS SCREW 1 1/2" 1/2- A;GU w ° A Asp (MIN. GR. 3 & G=0.55) 1' E.ate MIN. 2X4 WOOD FRAME OR BUCK INSTA AMON NOTE. j 0 % �z 11 GA ROOFING NAIL 1 5/8' 1/2' WHEN NECESSARY, INSTALLATION METHODS MAY BE st k J4 3� (MIN. GR. 3&G=O.55) MIXED WITH ANY ONE DOOR SUCH THAT INDIVIDUAL MIN. 1/8- THK A36 STEEL NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' SIDES OF THE DOOR MAY USE ONE OR THE OTHER MIN. 1/8"THK 6063-T5 ALUM. NO. 8 GR. 5 SELF TAP/DRILL SCREW FULL 1/2' ANCHOR METHOD (EXAMPLE: SILL MAY USE FRAME P,<AAeFTi141seq (1)CONCRETE SCREWS SHALL BE ELCO ULTRACONS (C.S.), ELCO CRET£-FLEX (S.S.), ITN SCREWS METHOD WHILE OTHER SIDES USE FIN) FAL--RAMSET/RED HEAD TAPCONS (C.S. OR S.S.) OR HILTI KWIK-CON 11 (C.S OR S.S.). cFNn THEY MAYNOTBEUSED FOR THE ASSEMBLY j961 IDIHFA PRODUCT NOR WAY (2)WHEN SCREViS ARE USED WITH THE NAIL FlN, THEY MUST BE A WAFFLE HEAD SCREW OR HAVE Y BE US:O FOR RAWNAL Anb/GR LOCAL APPROVAL SHEET No. A FLAT WASHER AT THE SCREW HEAD. ANY RRODucr NDT PAOL'p,ICEp Tx THE MANUFACTUREROFED DN ORAAINOS 1