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HomeMy WebLinkAboutEnginerring Shutters1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2014 (5th EDITION) OF THE FLORIDA BUILDING CODE. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2014 FOG AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 THRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 4 THRU 9. NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS, ELCO PANELMATE, ELCO male "PANELMATE PLUS", RED HEAD DYNABOLT AND CRETE-FLEX SS4, INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". B.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 8.3) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33% B.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS USED FOR VERIFICATION OF FASTENERS IN WOOD. INDICATED ON NOTES IN B.1) & B.2) ABOVE. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS # 0425.01-00 AND # 0616.01-05, PER MANUFACTURER. PROTOCOLS TAS-201, TAS-202 AND TAS-203. - 2. ALL STEEL SHEET METAL PANELS SHALL HAVE STRUCTURAL QUALITY ASTM A653 SQ, GRADE 40, WITH G-90 GALVANIZED 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 8 (SHEET STEEL DESIGNATION & Fy= 52.3 ksi. (AFTER ROLLED) 2 & 3 OF 9) EXCEPT THAT HEADERS 2, 3 & 4 SHALL NOT BE USED. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER WOOD FRAME BUILDINGS. DIN 50078 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH &SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL, OR AISI 304 SERIES STAINLESS STEEL, WITH 36 ksi MINIMUM YIELD LENGTH. STRENGTH. 10. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: UNLESS OTHERWISE NOTED). ( ) REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. (A) TO EXISTING POURED CONCRETE (f'c=3 ksi): - 1/4" 0 TAPCONS & MAXI -SET TAPCONS AS MANUFACTURED BY I.T.W./BUILDEX. 11. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE - 1/4" 0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. INFORMATION FOR A SITE SPECIFIC PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. - 1/4" 0 x 7/8" CALK -IN ANCHORS, 1/4"0 ELCO male & female "PANELMATE" OR 1/4" 0 ELCO male "PANELMATE PLUS" AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO CONSTRUCTION PRODUCTS, (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS RESPECTIVELY. PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS - 1/4" 0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. & SPECIALTY COMPANY. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHOR OR CRETE-FLEX SS4 ANCHORS IS 1 3/4", (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL FOR ELCO PANELMATES IS 2", FOR ELCO male "PANELMATE PLUS" IS 2". BECOME THE ENGINEER OF RECORD (E.O.R.) FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D. ENGINEER OF RECORD, ACTING AS A DELEGATED ENGINEER TO THE P.E.D. ENGINEER, SHALL A.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. STUCCO SHALL BE PERMITTED. 1/4" 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. A.3) MINIMUM EMBEDMENT OF 1/4"0 x 3/4" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL 12. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. WITH SECTION 1710.8:3 OF FLORIDA BUILDING CODE ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE. A.4) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE SHALL BE AS INDICATED ON NOTES A.1) & A.2) ABOVE. (B) TO EXISTING CONCRETE BLOCK WALL (ASTM C-90): - - 1/4" 0 TAPCONS & MAXI -SET TAPCONS AS MANUFACTURED BY LT.W./BUILDEX. THIS DRAW/NO SHALL ONLY BE USED TO - 1/4" 0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. OBTAIN PERMITS IN THE STATE OF FLORIDA - 1/4" 0 x 7/8" CALK -IN ANCHORS OR 1/4" 0 ELCO male & female "PANELMATE" OR - 1/4" 0 ELCO male "PANELMATE PLUS" AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO CONSTRUCTION PRODUCTS, RESPECTNELY. - 3/8" 0 RED HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. �% `. - 1/4" 0 x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT yr ,•°°'••. `C,>,'e, & SPECIALTY COMPANY. _� ``»'.•' ,✓t��� ✓;"��e FLORIDA BUILDING CODE (Nigh Velocity Hurricane Zo, 4 ®ems mrEco, WC. 0.030" THICK GALVANIZED BERTHA STEEL F.ft.L -4-. rti J, STORM PANEL (2.25" DEEP) DR4WN B) LL ° §.-= �� 0312411! - / . i EASTERN METAL SUPPLY. INC a F- A 2.125" 5.875' 2.125' O PANEL © "F" TRACK Sr.,a 1 3/8• a I- I .063• EOGE oEQ 1-.094. I � 1 L --r ae e + 0 N 0fi3 ={ 1675' �-.050' OR .060" " EWE oFQi DETAIL 1: STUD W/ DIE GIST ZINC NICKEL PLATED WING NUT �3 3" Max. "U" BUILD OUT S ; J/8• - I' &IE Wi1E LEG LOCAni r E06E GEo EDGE OEQ COMPONENTS 2.560' ® U. HEADER SGIE: a : 3/8• = 1' 9.119' 2.125' 1A HALF PANEL SC : J/8' = I' 3" ANGLE BUILD OUT BRACKET SGYF: 3/8' = I' 093' I/9• tl 3G9 SERIES S S SNO RNEIFD TO .750 P ANGLE O SPACINGS O 4 SROWN ON SECTIONS O j O O SEE DETAIL 1 __j � 2.00D" �—iR O9 STUDDED ANGLE SG : 3/8"- 1' 031]' t h � mce o f0A ROUND HOLE AT.,PANEL 11 i (OPTlov,1@vlAI ..Tr`QcjT NO. 44i57 T4 q4 rt_. 0.394• ^r n� 4� oazs' � 98]' KEY HOLE WASHER 3f08-N1J9 A . ALLOY S : 3/8' = 1' 3" 1 M/lV. STORM PANEL TYPICAL ELEVATION N. T. S. 114' Max. GAP 114' Max. GAP SECTION A —A N. T. S. 125" 0 O 'y N N 5.000" —i 12 2' x 5" (Max,,) x .125" ANGLE SCALE: 3/8' - 1' BUILDING CODE ANELS W/ x 1/2" S. W/ /32" WING 7VERLAPS N. Hurricane CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED—\ CONCRETE ANCHORS ` (SEE SCHEDULE) Y -250' Max POURED CONCRETE REQUIRED � E 2 Cont. ` ILE) ( I (SEETO SEPARATION TO SCHEDULE V FOR MINIMUM SS I EXISQNG GLASS i 1 CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE L REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED SEPARADON TO EXISTING GLASS �1/40 -20 x 7/ ' I1/4 0 -20 x 1/2' I 1/4"0 -2D x 1/2' I I 1/4"4 -z0 x 1/z" SSM.S. W17/8 x3/32' I �' SSMS. W/7/8"x3/32 I S.SM.S. W/ 7/8 x3/32" W SSMS. W/ 7/8""x3/32" WING NUT ®EVERY I I V 0/VERLAP 0 MIOSPRAN I I ¢ OVERLAP 0 M/OSPAN WING NUT 0 EVERY' �" OVERLAP 0 MIDSPAN OVERLAP 0 MIDSPAN W d Z J kIV lk� POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS/ (SEE SCHEDULE) FINISHED WALL (W/ STUCCO) POURED - CONCRETE OR CONCRETE k BLOCK WALL REQUIRED .422" CONCRETE ANCHORS (SEE SCHEDULE) i/4' 0-20 x 3/4' BOLTS I 7/8' x 3/32' WING NUT 0 12" O. C- POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED Cont. CONCRETE ANCHOR/ (SEE SCHEDULE) SECTION 0 ANCHOR WALL MOUNTING INSTALLATION SECTION 2 SCALE : 3/8" = 1" POURED CONCRETE OR CONCRETE BLOCK WALL 1 000" REQUIRED W V 1/4' 0-20 x 3/4' BOLTS W/ _ 7/8" x 3/32" 4, WING NOT 12' 0. C. d 0 SECTION 0 STUD WALL MOUNTING INSTALLATION SECTION SCALE : 3/B' _ NO7E : DETAIL OF SECTION 0 STUD VALID ALSO FOR WALL MOUNTING INSTALLA77ON - SECTION 2 (TOP) 1/4" 0-20 x 3/4" BOLTS W/ 7/8" x 3/32 . WING NUT 12" O. C. Mox. Cont. BUILD OUT INSTALLATION SECTION 3 SCALE : 3/8" = 1" POURED J CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) 1/4" 0-20 x 3/4 BOLTS W/ 7/8" x V2" WING NUT O. C. — Max. 1/4' 0-20x1/2" SSMS. W/ NUT 0 12' 0. C. BUILD OUT INSTALLATION SECTION 4 SCALE : 3/B" = 1 E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 5 .6 & 7 OF 9) _ a31 ^�h�q�-1yF1d1f'.1/TkaP�)� 0- °• j9 FLORIDA BUILDING CODE (High Velocity Hurricane Zone) e, ' « �? ®2Q1s nc Eco, INC. 0.030" THICK GALVANIZED BERTHA STEEL F.R.L. STORM PANEL (2.25" DEEP) DRAWN BY. NOTE FOR COMB/NATION OF SECTIONS �,h e - v, EASTERN METAL SUPPLY INC 03/24/15 DATE WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE /' ] q I L E C® I N C. f 4268 WEST ROADS DRIVE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. �a"� d.+G,ada 1 f '`'" 3 A TW. 6&TING &ESNG1�NpEIEwRING 4TL/LLH, FL. 33407 (561)533ST 3--6067C 15-048 r i:Lt'J vi t i'4' .COMPANYw PM : (30.5)871-183a . Fax: (30.5)8]t-1531 PHONE: FAX: (5 1)588-4780 6 i dIb(L93�3$V 6&0��'° EB-0006719 WALTER A BLLTT ✓r, P.E. YN. xo axmrnax wa xn. xo acsmrmn w¢ DRAWWG NO FLORIOA Lic. 144767 1 o1n U-M 0/2'/15 5 - SHEET 2 OF 9 Y � CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED Fu coot. 1/4' 0-20 S S MACHINE BOLT W/ NUT & WASHER O 12' O. C 500' 1' Min. -r I I .250" (SEE SCHEDULE) FOR MINIMUM SEPARATION TO EXISTING GLASS WING NUT EVERY OVERLAP O MIDSPAN 1/4G 0-20 x 3f4' BOLTS. W/ 7/8 x 3/32' WING NUT O 12' O. C. — / POURED E. CONCRETE OR CONCRETE BLOCK WALL REQUIRED - E CONCRETE ANCHORS (SEE SCHEDULE) conL 1/4' 0-20 S. S MACHINE BOLT WI NUT & WASHER O 12' O. C BUILD OUT INSTALLATION — SECT/ON 5 SCALE : 3/8" = 1" CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED-� I� .250' I I I I Maz. I I I I I 1 I I n 1 W 20 x T/2 W/ 7/8' x 3/32 I x P ® EVERY ®M/nsPAN I 1 z J Z 1 (SEE SCHEDULE) I I 1 4 I FOR MINIMUM I I o SEPARATION TO I 1 1/4" 0-20 x EXISTING GLASS I I 3/4' BOLTS WING x I 0 I WING NUT 12" O. C. e I I cant ' I I 7" CONCRETE ANCHORS (SEE SCHEDULE) / POURED CONCRETE — REQUIRED CEILING & FLOOR MOUNTING INSTALLATION — SECTION 6 SCALE : 3/8" = 1" E. D. = EDGE DISTANCE FE SCHEDULE ON ET 5, 6 & 7 OF 9) NOTE FOR COMBINATION OF SECTIONS : WALLIFLOORICEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. ALL POINT SOLID -SET OR C4LK-1N OR ELCO male/female CONCRETE ANCHORS E.D. PANELMATE OR male PANELMATE PLUS (SEE SCHEDULE) ¢, 61/4 0-20 SIDEWALK BOLT OR O E.O. QQ�/[) w/1/40-20 TRUSSHEAD BOLT POURED CONCRETE \ (SEE SCHEDULE FOR SPACING) _- REQUIRED -�� I I I I POURED s- i 1 "-}i l I 1 • CRR CONCRETE' BLOCK WALL REQUIRED I I E.. ALTERNATE LEG IOC4BON I I I I IOW OR 8 Conk I 1 7 1/4' 0-20 x I I 3/4' BOL75 I (SEE SCHEDULE) I 1 w^ 7/8' x 3/32 I FOR MINIMUM j WING NUT O I W SEPARATION TO I I P=u 12' O. C. I I 1 T EXISTING GLASS I I I 2 W y RN 1/4' 0-20 x�2' I I w 1/ M a-20 x�z' SSN.S. W/ 7 8' x 3/32' I I h, SSM.S. W/ 7 8' x WING NUT O EVERY WHO NUT O EVERY 245 OVERLAP O MID.SPAN I I OVERLAP O MIDSPAN I I W W � (SEE SCHEDULE) FOR MINIMUM I I SEPARATION TO I I o I 1 EXISTING GLASS 1 I I %4' 80LIS W I I 1 7/8' x 3/32� I ( I 1 WING NUT O I 1 12' 0. C I E[POURED O7 O 8 I CONCRETE I 1 Cont. OR CONCRETE BLOW I ALTERNATIVE WALL LEG LOCATION 1 11 CONCRETE ANCHORS I I E. . ALL POINT SOLID -SET OR (SEE SCHEDULE) u CALK -IN OR ELCO male/female PANELMATE OR male PANELMATE PLUS POURED CONCREIE-1 .D. &V/114'0-0 SIDEWALKOR 0 SI W/1/420-20 ]RUSSHEADT BOLT REQUIRED (SEE SCHEDULE FOR SPACING) CEILING & FLOOR MOUNTING WALL MOUNTING INSTALLATION (D. M.] INSTALLATION — SECTION 7 — SECTION 8 SCALE : 3I8" = 1" ScALE : 3/8' = 1' t SIDE WALK BOLTS ARE 3I4"Ox3/32"THICK HEAD MACHINE SCREW WILENGTH AS PER NOTES A.2 & B.2 (SHEET 1) r TRUSS HEAD DOLTS ARE 1/20x1I8'"CK HEAD MACHINE SCREW W/LENGTH AS PER NOTES A.2 & 8..2 (SHEET 1) FLORIDA BUILDING CODE (High Velocity Hurricane r c 3105-H14 OR 6063-T6 ALLOY Cont. Al... ANGLE / CASE A (Plan) SCALE.' 114" = 1" 2" x 3' x .093' 3105 H-1, 6063-T6 ALLOY Cont. Alum. WITH ANCHORS 0 12' O. C. 1/4" OAP CASE D (Plan) SCALE.114" = 1 " CONCRETE C BLOCK WALL TE ANCHORS O. C. 0 0 0 0 0 POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED aES 3 �I Max. c II � o 46 ryg �OR OR \ OR OOR O OR ORO 114" 0 BOLT 4" x 4' x ..072" 0 24" O. C. 3105-H14 OR 6063-76 ALLOY W/JACKNUT Cont. Alum. ANGLE CASE B (Plan) SCALE.- 114" = 1 " END CLOSURES DETAILS MIN. L50X- (REO'D) 1 � I oU i f a I mp � X CASE E (Plan) SCALE 114" = 1 " 1 POURED CONCRETE OR CONCRETE BLOCK 6 REQUIRED �2.500. CONCRETE ANCHORS LEG LOCATION 2" x 2" x .055" TO 2' x 5" x .055' Cont. Alum. ANGLE OR .080' 3105—HI54 SHEET METAL Alum. BENT PLATE CASE C (Plan) SCALE.' 114" = 1 " MAXIMUM A.S.D. DESIGN PRESSURE RATING (2. s. f.) AND CORRESPONDING MAXIMUM PANEL LENGTH 'I" SCHEDULE ••OEN�� .°� �3. 44167 MAXIMUM APPLIC48LE TO A.S.D. DESIGN Max. PANEL LENGTH M/NIMUM SEPARAPON SECTIONS i & PRESSURE R477NG (Ps.L) L (D-) (SEE SECTIONS) TO GLASS ANY COMBINATION OF THEM +55.0, -76.0 7'-6" OR LESS 3" 1,2,3,4,5 & 8 +60.0, -70.0 >7'-6" TO 8'-6" J. 1,2,3,4,5 & 8 +66.0, -76.0 7'-6" OR LESS 3 3/4" 6 & 7 +60.0, -70.0 >7'-6" TO 8"-6" 3 3/4" 6 & 7 FLORIDA BUILDING CODE .ANXIdWN ANNMAUN ANfJKRS SPACAYG FDR E a - 3 1/2•'a ASB. Ll9GN LT.W. B(ALLO1 ELCO GON59RL'C0[Yl PIADUClS POWOt FMTF1kT5 AL. PO265 APPLCIBlE ro MIM (P.*1.) TAI`=WkIYI-SET TAPCpVS 1 M StEEl£ CF£)E-FtFX 554 MLCI EYVE PAN£LW1£ N9(£ PM/£lL£IE 'WI GY/(-/N SIX/D-SE! HJI' GMtw A110N m CW<'LYff!£ m &MIC m CONCRf1E m 9 TD LtlMR£i£ m BLOCK m LTMCRLTF m NOCN ro IX1NCR£TE m BLOCK woJACR£]£j m BLOCK ro CO1KREfE m BLOCK OF, mm 12' N/A N/A N/A 12' N/A 12' N/A 72' N/A 12" N/A N/A N/A 1 (TOP) 12" 7' N/A 12' 12" 12' 12' 12" 12' 11' 12' if, 12" 12' 1 (BOTTOM) 12' N/A N/A N/A 12' N/A 12' N/A 12" N/A 12' N/A 12' 12" 2 (TOP) 12' 7" N/A 12' 12' 12" 12' 12' 12' 11' 72' 11' N/A N/A 2 (BOTTOM) 12' N/A N/A N/A 12" N/A 12' N/A 12' N/A 12 N/A N/A N/A 3 (TOP) f2' 7' N/A 12' 12' 12- 12" 12' 12" 11" 12- 11' N/A N/A 3 (BOTTOM) 60,0, -61.5 12' N/A N/A N/A 12" N/A 12' N/A 12' N/A 12' N/A N/A N/A 4. (TOP) 6'-0' OR LE5S 12' Y N/A 12' 12' 12" 12' 12- 72" 11" 12' 11' N/A N/A 4 (BOTTOM) 12" N/A N/A N/A 12' N/A 12" N/A 12' N/A 12' N/A N/A N/A 5 (TOP) 12' 7' N/A 12' 12' 12" 12" 12" 12' f0' 12' 10' N/A N/A 5 (BOTTOM) 12 N/A N/A N/A 12" N/A 12' N/A 12' N/A 12' N/A N/A N/A 6 (TOP) 12' N/A N/A N/A 12" N/A 12" N/A 12' N/A 12' N/A N/A N/A 6 (BOTRIM) f2' N/A N/A N/A 12' N/A 12' N/A 12' N/A I. N/A N/A N/A 7 0T /BOTTOM) N/A N/A N/A N/A N/A N/A 12' i2" 12" 12" 12" 1l' 12' 12' 8 (TOP/BOT10M) NiKAAKA4 I}n%9lfIM ANCIk)RS S ovc Fut E a - S 1/Y ASO. BEM.N LT.W. &/LI4X QCB LR'4iMK,RKY! PRBDUCIS I WEF £ASI£/ENS A(L PONIS NNUCA9(£ IO mw (➢�) TMC(M5/N4YFSEf TAI'CONS B£B NO SLk££l£ CiIE-FLIX 554 Uct/ EMH£ PANEW AW£ ➢ANQM£IE PWS G4X-lN SOUO-SE! d � !£NC1H 2 ) 70 ttkCR£lE m 6LCCK m IXMCRE2 m &L m � m &OW ro CUKRElE m BLOCK m CONCRETE 10 BLOCK 70 CCACR£f£ W E1OCK m CBNCNEIE m BLOCK O£ iEIEY 12' N/A N/A N/A 12' N/A 12' N/A 12" N/A 12" N/A N/A N/A I (TOP) 11" 6' N/A 72' 12' 12' 12' 11" 12" 10' 12' 9" 12" 12" 1 (607IOAO 12 N/A N/A N/A 12' N/A 12' N/A 12" N/A 12" N/A 12' 12" 2 (TOP) 12" 6' N/A i2' 12" 12" 12' 11' 12" 10" 12' 9' N/A N/A 2 (BOTTOM) 12' N/A N/A N/A 12' N/A 12' N/A 12" N/A 12' N/A N/A N/A 3 (TOP) 12" 6' N/A 12' 12" 12- 12' 11" 12' 10" 12" 9" N/A N/A 3 (BOTTOM) 66.0, -72.0 12" N/A N/A N/A 12' N/A 12' N/A 12' N/A 12- N/A N/A N/A 4 (TOP) 6'-0' OR LE9.5 12' 6' N/A 12' 12" 12' 12' f1' 12" 10' 12- 9' N/A N/A 4 (BOTTOM) 12' N/A N/A N/A 12' N/A 12' N/A 12" N/A 12" N/A N/A N/A 5 (TOP) 12' 4' N/A 12' 12' 9" 12" 6' 12' Y 12" 6' N/A N/A 5 (BOTTOM) 12' N/A N/A N/A 12' N/A 12' N/A 12' N/A 72' N/A N/A N/A 6 (TOP) 12" N/A N/A N/A 12' N/A 12' N/A 12" N/A /7' N/A N/A N/A 6 (BOTTOM) - 10" N/A N/A N/A 12 N/A 12' N/A 12' N/A 9" N/A N/A I N/A 7 (MP/60MM) N/A N/A N/A N/A N/A N/A 12' 11' 12" 6' 12' 9' 12' 12" B (TOP/BOTTOM) MIT(MUM M'CH(A45 SPACdC 2R E B. - 3 1/2• r Aia �0£SKN LT.W. BIND£X QCO Cp61RUC1lON PBWL£15 PoWIIt 1%AEh£RS Nt PoIN15 AP➢IMMfE To f.) TANP�6/WVY SET LVti0A5 IiZ) klv SIFElE CBEI£-Fl.IX A4 W(F/iEMI[E PM'LUNI£ ANTE PAVEtMET£ ftU5 GIK-BI SOLO-8T SECIIQ`S f R M'Y COAIBIW]ION LWJfNtt/N PANp. LE A 2• (R) m CwxcREfE m BLacTc m cnNCNE1E m BtBar m coNcrai£ m BLocx ro canxREre ro az6cr m mncr¢TE m azacvr m cavcL'tT£ m BLOCK m cBNLREre ro eLonr aT 1NEAA 12' N/A N/A N/A 12" N/A 12" N/A 12" N/A 12' N/A N/A N/A 1 (TOP) 12" 6' N/A 72' 12" 12" 12' 10' 12" e' 12' 9" 12" 12' 1 (BOTTOM) 72' N/A N/A N/A 12' N/A 12' N/A 12' N/A 12" N/A 12" 12' 2 (TOP) 12" 6' N/A 12' 12" 12' 12' f0' 12" 9' 12- 9" N/A N/A 2 (BOTTOM) 12' N/A N/A N/A 12' N/A 12" N/A 12' N/A 12- N/A N/A N/A 3 (TOP) 12' 6' N/A 12' 12' 12" 12' TO' 12' 9' 12' 9" N/A N/A 3 (BOTTOM) 60.01 -61.5 12' N/A N/A N/A 12' N/A 12' N/A 12" N/A 12" N/A N/A N/A 4 (TOP) >6'-O' TO 7'-6 12' 6' N/A 12" 12' 12' 12" IO' 12" 9" 12' 9" N/A N/A 4 (BOTTOM) 12' N/A N/A N/A 12' N/A 12' N/A 12' N/A 12' N/A N/A N/A 5 (TOP) 12' 4' N/A 11' 12' 8' 12' 7' 12" 6" 12' 6' N/A N/A 5 (BOTTOM) 12 N/A N/A N/A 12" N/A 12' N/A 12" N/A 12' N/A N/A N/A 6 (TOP) I1 N/A N/A N/A 12' N/A 11' N/A 12' N/A 12' N/A N/A N/A 6 (BOTTOM) 9' N/A N/A N/A 12" N/A 12' N/A 12" N/A f2' N/A N/A N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A N/A N/A 12' 10" 12' 6' 12" 9" 12' 12' B (TOP/BOTTOM) MAXIMUM A.S.D.DESIGN PRESSURE RATING (p.s.f.) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES "MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 , REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK —IN ANCHORS IS 2 1/2 ). FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E D. TAPCON/ CRETE—FLEX SS4/ CALK —IN SOLID —SET RED HD. SLEEVE 3" — .75 .78 1.00 2 1/2" — .50 — 1.00 2" — — — 0.88 1 1/2" .35 — — — ANCHORS LEGEND ANCHOR ANCHORS MIN. TYPE SPACING TAPCON/ 4.0" PANELMATES CALK —IN 2.5" SOLID —SET 3.51, 3/8 4 RED HD. 4.5" DYNABOLT SLEEVE CRETE FLEX S54 6.0" *SEE NOTES ON SHEET 8 & 9 OF 9 FOR ANCHOR TYPES & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. FLORIDA BUILDING CODE E D. = EDGE DISTANCE 9 UckFIj NO (� Hurricane NiXIMUN /NGpFS SPK'BIG iAP E. O. = J 1/2" ^ NI PU ASA DESIGN Lt.K BUtlOEX EIDO CM6IMlC1NN PRODLG95 PONFR FA59ENEF5 A(L PoN19 APP1MLiBlE Top SECTPoNS/& NAANUM PANEL /HANG (Ps.1J TMCOIS/NW-SET TAIXXANS FED HD STEEL£ CR£IE-FlEY 44 Mi(E/FFMIIE PANflA411E ViYE PAN£IMEIE RUS GNX-W 501MStT ANY llM1BIN97IlN LENGRI 2' (rt.) ro LDNtN6'LE W % ro LYWLRE'fE TO RIX,Y: ro COACR ro DLOCK W DAND 10 1YOLW ro CAME M BLOCK ro CONCRETE ro 6LOCK 70MNGRETE1 TO BLOCK D 1NEM 12" N/A NIA N/A 12' N/A 12' NIA 12' NIA 12,. NIA N/A N/A 1 (TOP) 12' S' NIA 12" 12" 10" 12' 9" 12' 5" 12- 7' 12' 12" 1 (B07T0M) 12' N/A N/A NIA 12' N/A 12' NIA 12' N/A 12" NIA 12' 12' 2 (TOP) 12' S- N/A 12' 12" f0' 12' 9' 12' 8' 12- 7' NIA N/A 2 (BOTTOM) 12' N/A N/A N/A 12' N/A 12' N/A 12' NIA 12' N/A NIA NIA 3 (TOP) 12" 5' N/A 12" 12' 10" 12' 9" 12' 8" 1 12- 7' N/A N/A 3 (BOTTOM) 660, -720 12" N/A NIA NIA 12- NIA 12- NIA 12- NIA 11- N/A NIA NIA 4 (TOP) 8'-0' TO T-6" 12' S' NIA 12" 12' f0' 12' 9" 12" e' 12' 7" NIA NIA 4 (BOTTOM) 12' NIA NIA NIA 12' NIA 12' NIA 12' - NIA 12' NIA NIA NIA 5 (TOP) 11' NIA NIA 8' 12" 6' 12- 5" 12' 4' 11' 4' NIA NIA 5 (BOTTOM) 12' NIA NIA NIA 12" NIA 12" NIA f2' NIA it' NIA NIA NIA 6 (1'OP) 9" N/A N/A NIA 12" N/A 12' NIA 12" N/A 8' NIA N/A NIA 6 (BOTTOM) 8' N/A NIA NIA 11' N/A 12' NIA 10' NIA ] N/A N/A N/A ] (TOP/BOTRIM) NIA NIA NIA NIA NIA NIA 6" 9 12" 6' 12- 7" 12" 12' 8 (TOP/80TTOM) ANtlNUY ANGHAPS 59ACWG fDR E D. - J 1/2" ^ N WUM ASO. OES/CN LT.W. BtNLIFX EEUO CdbTRfIC110N FROBLCIS POMER FASIF}1f16 ACL P01f16 APPL1GBt£ ro P'WEL m� �1J TAM.OHS/14tY1-SET TAtiAVS RFD l0 SLEEVE CREIE-nEA' SSG. NM.E/RAIALE PANEMNIE N4£ PANEiNEfE RUS CNK-W 50(IO-5£T � hQV ANY Co1®INATIAN 1ENGIH 1" (tt) ro COM:'FflE ro BLOCK TO IXMCttfTE ro BLOCK ro CONCRETE f0 HLOL'K ro CONCl3TE To BLOCK ro CO1ftNElE ma" tvCMKWE/Ej W BLOCK ro GDAYNEIF ro aom OF ARAI 12" N/A NIA NIA 12' NIA 12' NIA 12' NIA 12. NIA NIA NIA 1 (TOP) 12' S' NIA 12" 12" 11' 12' 9' 12' 8" 12. 8' f2" 12" i (BOTOM) 12" NIA NIA NIA 12' NIA 12' NIA 12' NIA 12' NIA 12' 12' 2 (TOP) 12' 5" NIA 12' 12' 11' 12' 9" 12' 8" 12- 8' NIA NIA 2 (BOTTOM) 12' NIA NIA N/A 12- NIA 12' NIA 12' NIA 12' NIA NIA NIA 3 (R ) 12" 5' NIA 12' 12' if" - 12' 9" 12' 8' 12' 8" NIA N/A 3 (BOTTOAI) +60.0, -61.5 12" NIA NIA NIA 12' NIA 12" NIA 12' NIA 12" NIA NIA NIA 4 (TOP) >7-6- TO 8'-6' 12' 5" NIA 12' 12" 11' 12' 9' 12' 8' 12- 8' NIA NIA 4 (BOTTOM) 12' N/A NIA NIA 12' NIA 12' NIA 12' NIA 12" NIA NIA NIA 5 12" NIA NIA 9' 12' 6' 12' 5' 12' 4' 12" 4- NIA N/A 5 (BOTTOM) 9' NIA NIA NIA 12' NIA 12' NIA 12' NIA it' NIA NIA NIA 6 (MP) 12' NIA NIA NIA 12" NIA 12' NIA 12' NIA 9" NIA NIA NIA 6 (BOTTOM) 8" N/A N/A N/A It- NIA 12- NIA 11- NIA 7' NIA NIA N/A ] (TOP/BOTTOM) N/A N/A NIA N/A NIA NIA 12' 9' 12' 6" 12' 8' 12' 72" 8 (TOP/BOTTON) MUWB/N AM^Mt45 SPACWG iDR E. D. - 3 1/2" ^ AN1]ANAI ASO. A'S/GN LT.N. dN[LFX BL'O CON51M/G1.ON PFOWCIS PgffR FA9Ei&RS Aft PONl6 APJRM/BIE ro g NAY/NUb PM£L PUFE P119VG (v-+.s.) TMGOKS/NQV-SET TA4VN^ RED FB) SLEEVE CREI£-FLIX 554 AtLLf/fEA411.E PANE1M4l£ AWE PAN}]ME/E PLUS G(K-W SOLID-RT gG11pK5 j a<v LroNtaNflroN fENG1H 1" !k.) TO LVFYRE2 W &DL1! ro LOAS'.PEIE ro B'.00K ro CONCF£/E ro BLOCK ro CONGtEfE M &L ro CO1KttE1E ro ROOK M CONCRE]E ro BLOLY( ro LTWCRf1E ro & OF 1HFN 12" N/A NIA - N/A 12" N/A 12" NIA 12' NIA 12- NIA NIA NIA i (TOP) 12" 4' NIA 12' 12' 9' 12' 8" 12' i 12" 6' 12" 12' I (BOTTOM) 12" NIA NIA NIA 12' NIA 12- N/A 12- NIA 12- NIA 12' 12- 2 (TOP) 12' 4- NIA 12' 12' 9' 12' 8' 12" ]" 12" 6' NIA NIA 1 2 (BOTTOM) 12" NIA NIA NIA 12 NIA 12" NIA 12' NIA 12' NIA N/A NIA 3 (TOP) 12" 4" NIA 12' 12" 9" 12' 8" 12' ]" 12- 6" NIA NIA 3 (807700) *66.0, -72.0 12' NIA NIA NIA 12' NIA 12' NIA 12- NIA 12" NIA NIA NIA 4 (TOP) 7-6' TO 8°-6' 12" 4" NIA 12" 12' 9 12' 8" 12" 7" 12' 6" NIA NIA 4 (BOTTOM) 12' NIA NIA NIA 12' NIA 12" NIA 12' NIA 12" NIA NIA NIA 5 (TOP) g' NIA NIA 7' 12" 5' 12- 4- 12' 3" 9" 3' NIA NIA 5 (BOTTOM) 11' NIA NIA NIA 12- NIA 12" NIA 12" NIA f0' NIA NIA NIA 6 (70P) 8- NIA NIA N/A 12" NIA if" NIA 11' NIA 7- NIA NIA NIA 6 (BOTTOM) Y NIA N/A NIA 9' NIA )0" NIA 9" N/A 6' NIA NIA NIA 7 (iOP/B01NN) NIA NIA MIA NIA NIA NIA 12- 8" 12" 6' 12" 6' 12" 12" 8 (TOPI80TlOM) MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.E) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES "MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2- EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 , REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK —IN ANCHORS IS 2 1/2'). FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E D. TAPCON/ CRETE—FLEX SS4/ CALK —IN SOLID —SET RED HD. SLEEVE PANELMATES .75 .78 1.00 2 1/2 — .50 — 1.00 2" — — — 0.88 1 1/2" .35 — — — ANCHORS LEGEND ANCHOR ANCHORS MIN. TYPE SPACING TAPCON/ 4 0" PANELMATES CALK —IN 2.5" SOLID —SET 3.5" 3/8'0 RED HD. 4 5" DYNABOLT SLEEVE CRETE FLEX SS4 6.0" *SEE NOTES ON SHEET 8 & 9 OF 9 FOR ANCHOR TYPES & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS. FLORIDA BUILDING E D. = EDGE DISTANCE 1G EN: C K_ ° Sl`PPPPT OF l� NAMMHM M42MOM ANCHORS SPACING EAP E D. - J 1/2' - A A DE9GN Mw E4HFX QG1J CO1S/RW9FAY PMtMX2'15 PON£R FASIWERS NL H.WIS APPI./CA6[E m pAA ( ) TA9'X7 ,%Wl-SET TAPCONS 2 HD SYEEYE CAE/E-F(EX 554 M.IIF/FkLA!£ PANELU NM£ PAN wm PLNS CAU[-bV SIX/0-SE! COY&N9ipN tETGIH v (ft. ro cONL:PETE m BL= m CAYCRE/E m 610CN' m CO.Wtt m EILODK m IXIHLREIE' m BLOCI( m CONCRETE m BLOCR m CONCREJE m mL MCQVLREI£j m MLOCK of DKM 12" N/A N/A N/A 12' N/A 12' N/A 12' N/A 12" N/A N/A N/A 1 (TOP) 12" 6' N/A 12' 12" 12" 12' 11' 12' 9' 12' 9' 12' 12' 1 (80TTOM) 12' N/A N/A N/A 12' N/A 12' N/A 12' N/A 12' N/A 12' 72' 2 (TOP) 12' 6' N/A 12' 12" 12' 12" 11" 12" 9' 12' 9" N/A N/A 2 (BOIIOM) 12' N/A N/A N/A 12' N/A 12' N/A 12" N/A 12' N/A N/A N/A J (TOP) - 12" 6" N/A 12' 12" 12" 12' 11' 12" 9' 12" 9" N/A N/A 3 (BOTTOM) +660, -76.0 12' N/A N/A N/A 12" - N/A 12' N/A 12' N/A 12' N/A N/A N/A 4 OUP) 6'-0' OR (E85 12" 6" N/A 12' 12' 12' 12' 11" 12" 9" 12" 9" N/A N/A 4 (BOTTOM) 12" N/A N/A N/A 12' N/A 12" N/A 12' N/A 12' N/A N/A N/A 5 (TOP) 12' 4' N/A 12' 12' 8' 12' 7' 12' 6' 12' 6' N/A N/A 5 (BOTTOM) 12' N/A N/A N/A 12" N/A 12' N/A 12" N/A 12' N/A N/A NIA 6 (TOP) 11" N/A N/A N/A 12- N/A 12' N/A 12" N/A 10" N/A N/A N/A 6 (BOTTOM) 9" N/A N/A N/A 12' N/A 12' N/A 12' NIA 9' N/A N/A N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A NIA N/A 12' 11' 12' 6" 12' 9'1 12" 12' 8 (TOP/BOTTOM) MATWUN ANDfmRS SPACNG iLW E D. = J 1/2'w ASD. D£SGNr12' AT.W. BUROFX £LCO CCIATAl49AN PRODGC95 POMfR FA521VER.S AIL PT1lR5 AFPllCA&E' m M ) SET TN'GPNS RED HG SIEM CRE1E-kiEY SS4 .WCEfRI4LE PMT1M91£ AN(F PiWE3NEi£ FLUS G1M(-dl JIX/D-YT ANY CDIIHMA'iMN !£NCINMI NIA N/A N/A 12" N/A 12" N/A 12' N/A 12' N/A N/A N/A I (TOP) 4'NIA 12" 12" 10' 12" 8" 12' 7 1/2" 12' 7' 12' 12" 1 (BOTTOM) N/A N/A NIA 12' NIA 12' NIA 12' N/A 12' N/A 12' 12" 2 (TOP) 5' NIA 12' 12' 10 12' e' 12" 7 1/2' 12' 7' NIA N/A 2 (BOTTOM) NIA NIA N/A 12" N/A 12' NIA 12' N/A 12' NIA NIA N/A 3 (TOP) 12' 4' NIA 12- 72" 10" 12" B' 12" 7 1/2" 72' 7' NIA NIA 3 (BOTTOM) +66.0, -76.0 12" NIA N/A NIA 12' N/A 12' NIA 12' NIA 12" NIA NIA NIA 4 (TOP) >6'-0' TO T-6 12' 4" NIA 12" 12' 10 12' 8" 72' 7 1/2" 12" 7" NIA NIA 4 (BOTRIM) 12' NIA NIA NIA 12' NIA 12" NIA 12" NIA 12' NIA N/A NIA 5 (TOP) 10 1/2" NIA NIA 7 1/2' 12' 5• 12' 4' 12' 4' 10 112" 4" NIA NIA 5 (BOTTOM) 11 1/2" NIA NIA NIA 12' NIA 12" N/A 12' N/A 10 1/2" N/A NIA N/A 6 (TOP) 9 N/A N/A NIA 12' N/A 12' NIA 11 1/2" NIA 8" N/A NIA NIA 6 (BOTTOM) ] f/2' N/A NIA N/A 10 I/2' NIA 11 1/2" NIA 10" NIA 7' NIA N/A. N/A 7 (TOP/BOTTOM) N/A NIA NIA N/A N/A N/A 12" 8" 12' 6' 12" i 12' 12' 8 (TOP/BOTTOM) W NW ANCHORS SPACNG. FOR E G. _. J 1/2 P A.SD.D. DEgGN {T.W. 6(MO➢I ELW 0.YI P1pDU.^15 PDXFR FAS/E18R5 ALL HM115 APPNG9lE m f� TAPLIX6/M4CFSET TAK'CNS RED HD Slf£VE CRFI£-FIEX W4 M1L[]F£AYJ.E PME(M .I[LL PANELAff1£ PLUS G(K-1N 5D(/D-SFT jn� PANEL m LWK.4E"IE m &L m cON'CR£1£ m &L m CdNAf/£ m BLO m CONCR£IE m R= m CONCRETE m BLOG'( m CONCR£1E m 6LOCR ro cMCR£TE m BLOGK OF THEM 12' N/A NIA N/A 12' NIA 12' NIA 12" NIA 12' N/A N/A N/A 1 (TOP) 22' 4" NIA 12" 12" 9" 12" 7' 12' 6' 12' 6' 12" 72" 1 (BOTTOM) 12' NIA NIA N/A 12' N/A 12' N/A 12" N/A 12' NIA 12' 12" 2 (TOP) 12" 4" NIA 12' 12' 9' 12' 7" 12' 6" 12" 6' NIA N/A 2 (BOTTOM) 12' N/A N/A NIA 12' NIA 12" NIA 12" NIA 12' N/A N/A N/A 3 (TOP) 12" 4' N/A 12' 12' 9' 12' 7' 12' 6' 12' 6" NIA NIA 3 (BOTTOM) +66.0, -70.0 12' NIA NIA N/A 12' NIA 12" NIA 12' N/A 12' NIA NIA N/A 4 (1OP) 7'-6' TO 8'-6 12' 4" NIA 12' 12" NIA 12" 17" 12" 6' 12" 6' NIA N/A 4 (BOTTOM) 12' N/A NIA NIA 12" N/A 12" N/A 72" NIA 12' NIA NIA NIA 5 (TOP) 6' NIA NIA 6' 12" N/A 11" N/A 11" J. 8' 3' N/A N/A 5 (BOTTOM) 10" N/A NIA NIA 12' NIA 12' NIA 12" NIA 9" NIA NIA NIA 6 (TOP) 8" N/A N/A NIA 12" NIA 10' NIA 10" NIA 7" N/A N/A N/A 6 (BOTTOM) 7- NIA NIA N/A 9" N/A 10' N/A 9" NIA 6" N/A N/A NIA 7 (TOP/BOTTOM) NIA N/A N/A N/A N/A N/A 12' ]' 12" 6' 12' 6' 12' 12' B (TOP/BOTTOM) MAXIMUM A.S.D. DESIGN PRESSURE RATING (p.s.f.2 AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES ' "MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E D. LESS THAN 3 1/2 ; REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE : Min. E. D. FOR CALK —IN ANCHORS IS 2 1/2'). FOR THIS OPERATION TO BE POSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E D. TAPCON/ CRETE—FLEX 554/ PANELMATES CALK —IN SOLID —SET RED HO. SLEEVE 3" — .75 .78 1.00 2 1/2 — .50 — 1.00 2" 0.88 1 1/2" 1 .35 — I — — ANCHORS LEGEND ANCHOR ANCHORS MIN. TYPE SPACING TAPCON/ 4.0" PANELMATES CALK —IN 2.5" SOLID —SET 3.5" 3/870 RED HD. 4 5" DYNABOLT SLEEVE CRETE FLEX SS4 6.0" *SEE NOTES ON SHEET 8 & 9 OF 9 FOR ANCHOR TYPES & SPACING FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS E. 0. = EDGE DISTANCE FLORIDA BUILDING CODE .b R.LvCN�T1tc... �e���&dclg�'�Hf Hurricane 114- 0 LAG SCREW & 6" 0. C. W/ 1 1/2" MIN. THREADED PENETRATON TO EXISTING WOOD HEADER. FOR Min. SEPARATION TO (EXISTING GLASS ,ALTERNATIVE I FOR Min. SEPARATON TO EXISTING GLASS I x 4' PLATE REQUIRED Cont. W 2 W 2 4 O k 0 x 3/32" NUT & 'Y STUD & 0. C Cont. 1/4- 0 LAG SCREW 0 6' O. C. W/ 1 1/2' MIN. THREADED PENETRATION TO EXISTING WOOD HEADER. ALTERNATIVE 2 NOTE FOR COMBINATION OF SECTIONS WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 2" x 4- PU REQUIRED 1' x 2" x .125" (MIN.) ALUM. TUBE W/ 1/4" 0 LAG SCREW & 6" 0. C. W/ 1 1/2" MIN. THREADED PENETRATION TO EXIS77NG WOOD HEADER. I WOOD HE40EI REQUIRED (SEE SCHEDULE) FOR Min. SEPAR4770 �TO EXIS7NG GLASS ALTERNATIVE 3 (SEE SCHEDULE FOR Min. SEPARATION TO EXISTING GLASS s 0-20 x BOLTS W� x 3/32 NUT & O. C. 0 LAG SCREW O. C W/ 1 1/2" MIN. IDED PENETP477ON TO ING WOOD HEADER. ALTERNATIVE 4 1,14" 0 LAG SCREW & 6' O. C. W/ 1 1/2' MIN. THREADED PENETRATON TO E)aSRNG WOOD HEADER. i WI WOOD HEADER REQUIRED (SEE SCHEDULE) FOR Min. SEPARA77ON TO EXISTING GLASS ALTERNATIVE 5 ALTERNATIVE 6 WALL MOUNTING INSTALLATIONS SECTIONS A SCALE : 1/4" = 1' ki r \31 4" BOLTS W 5 Cant. 7/B' x 3/32'/ WING NUT & 12' O. C. 0 LAG SCREW O. C. W/ 1 1/2- MIN. DED PENEM77ON TO NG WOOD HEADER. WOOD STUD & 24' O. C. REQUIRED INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY BAUD FOR MAX. A.S.D. DESIGN PRESSURE RATING AND MAX. PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF 9 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. '—(SEE SCHEDULE) —CHEDUL—E) FOR Mil n. S'EPARA77ON TO EXISTING GLASS WOOD STUD- & 24" O. C. REQUIRED FLORIDA BUILDING CODE v 7/B" 0 z 3/32- WING NUT & EMERY STUD & 12" O. C T �—gCont 1/4" 0-20 S. S. BOLTS & 12' O. C. W/ NUT & WASHER Cont. 0 LAG SCREW O. C. W/ 1 1/2" MIN. DED PENETRATION TO NG WOOD HEADER. �rf 1..1... ts'Fa�`As4�Sa"a 1/4' 0 LAG SCREW 0 6" 0. C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER. 1 Cont. 1/4" 0-20 S. S. BOLTS 0 12" O. C. W/ NUT & WASHER 2 o Min. "1 I I I I I I WOOD HEADER REQUIRED I I I (SEE SCHEDULE) j 1 FOR Min. SEPARATION 1 TO EXISTING GLASS 1 I j I I I I N I I ALTERNATIVE 8 I I W I I 0 I I I 1 0 I 2 T W I � I �- I �? W I I W W I J I 2 I WOOD o PLATE REQUIRED \1/4' 0-20 x 314" BOLTS W/ 7/8 x BOLTS WWG NUT 0 12" O. C. 1/4" 0-20 S. S. 1/4' 0 LAG SCREW 6' O. C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER. WOOD HD REQUIRED TO 1/4" 0-20 ELCO mole/femole PANELMATE OR Male PANELMATE PLUS ® 12" Ox. W/ 1 7/8' Min. THREADE PENETRATION. 7/8" 0 x 3/32' 9 WING NUT a 1 EVERY STUD 12" O. C �' (SEE SCHEDULE)LE FOR R Min. 1 I SEPARATION TO 1 I I EXISTING GLASS 1 I I I I 1 I I I I I I 1 I I I I ALTERNATIVE 10 1 FOR Min. ISEAVMHON TO 1EXSSTING GLASS 1 Jr x J/32" NUT O. C. Z 2" x 6' WOOD DI 2 1 " 1/4" 0 LAG SCREW W/ 1 1/2 Min. THREADED 6 PENETRATION 0 4" O.C. ALTERNATIVE 1 W 2 a WOOD TRUSSES RAFTER o 024" O. C- REQUIRED E —\ 0 MIDWIDIH OF PLATE 114" 0-20 ELCO male/female PANELMATE OR Male PANELMATE PLUS 0 12" O.C. W/ 1 7/8" Min. THREADED PENETRATION. ALTERNATIVE 11 WALL MOUNTING INSTALLATIONS ALTERNATIVE 9 SECTIONS A SCALE : 1/4' = 1' I/VS7 NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RAT71V AND MAX. PANEL LENGTHS AS PER SCHEDULE ON SHEET 4 OF 9, EXCEPT THAT FOR ALTERNATIVES 2 AND 3 A Max. PANEL LENGTH OF 8'-0"AND A Max. DESIGN LOAD OF t 61.0 PSF SHALL BE USED. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. 1/4 0 x 3/4" 1' x 4' x 1/8' (Min.) TW BUILDEX 6063-7 5 Alum. TUBE TEK SCREWS W/ (2) 5/16" 0 ® 6" O.C. LAG SCREW TO EACH 8 I RAFTER OR TRUSS LOCATE I SCREWS AT MIDWIDTH OF 11410 x 3/A ITW BUILDEX TEK SCREWS 1 TRUSSES OR RAFTER 0. C. REQUIRED /./ 0 6 O.C. Cont. 1 I I (SEE SCHEDULE) FOR Min. I SEPARATION r0 I EXISTING GLASS I ALTERNATIVE 3 (Max. DESIGN LOAD= t 61.0 psf Max. PANEL LOAD= 8'-0" ) ON TO GLASS 2" x 6" WOOD DECK 1' x 4' x 1/8' (Min.) W/ (2) 5/16' 0NBE LAG SCREW M EACH RAFTER OR TRUSS. LOCATE SCREWS AT MIDWIOTH OF EXISTING WOOD MEMBER, (2' Min. NOMINAL WIDTH) W/ 2 1/2" Min. THREADED PENfiRARON. (SEE SCREDULE) lx "'""„""' ",—, / ci v I cv \-1/4" 0-20 x 3 4' FOR Min. Z 1 TI20'NMin. THREADED L BOLTS W/ 7/8x SEPARATION TO I 1/4" 0 LAG SCREW 3/32' WING NUT EXISTING GLASS W/ 1 1/2 Min. THRFADEO ® 12" O. C. 1/4" 0-20 x 314" PENETRATION 0 4" O.C. BOLTS W/ 7/8 x 0 12 0NCNUT ALTERNATIVE 4 ALTERNATIVE 2 (Max. PASIGIV LAD 8t 061. psf CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS O SCALE . 1/4" = 1" FLORIDA BUILDING CODE Hurricane