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HomeMy WebLinkAboutFL11969_R5_II_DWRING_EMS_0.050I. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE /N ACCORDANCE WITH THE 2020 (7nb MWN) 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 7-16 SHALL NOT EXCEED THE MAXIMUM (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 9 THRU 15. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 /N ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 9 THRU 15. N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33X INCREASE ALLOWABLE STRESS FOR WIND LOADS WAS Nff USED /N THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS /N WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1626 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS # 1022.01-96 , fr 0221.01-01 AND ,4 0616.02-05 PER PROTOCOLS TAS-201, TAS-20AND TAS-203 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-1432 OR 3004-H34 ALLOY. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-776 ALLOY & TEMPER UNLESS OTHERWISE NOTED. ALL ALUMINUM EXTRUSIONS /N CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 ANSI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksl YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AIS/ 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS (UNLESS OTHERWISE NOTED): (A) TO EXISTING POURED CONCRETE: - 1/4" R TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. (REGULAR OR 4 f 0 S.S.) - 1/4" R CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. - 1/4" R CF TAP -GRIP ANCHORS (BERTHA STUD -CON), AS MANUFACTURED BY TRU-FAST CORPORATION. - 1/4" 0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY DEWALT, INC. - 1/4" A x 7/8" CALK -IN ANCHORS OR ELCO male & female "PANELMATE" AS MANUFACTURED BY DEWALT, INC AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. - 1/4" R x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS OR CRETE-FLEX SS4 /S 1 3/4",• FOR ZAMAC NAILIN ANCHORS /S 1 3/87; FOR ELCO PANELMATE ANCHORS IS 1 3/4", AND FOR CF TAP -GRIP ANCHORS IS 1 1/4 ". A.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/410-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS WITH NO STUCCO. A.3) MINIMUM EMBEDMENT OF 1/410 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 BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS WITH NO STUCCO. 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: - 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. (REGULAR OR 410 S.S.) - 1/4" 0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BYELCO CONSTRUCTION PRODUCTS. - 1/4" R CF TAP -GRIP ANCHORS (BERTHA STUD -CON), AS MANUFACTURED BY TRU-FAST CORPORATION. - 1/4" 0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY DEWALT, INC. - 1/4" R x 7/8" CALK -IN ANCHORS OR ELCO male & female 'PANELMATE" AS MANUFACTURED BY DEWALT, INC. AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. - 1/4" R x 3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: B.1) MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATE, CF TAP -GRIP AND CRETE-FLEX SS4 ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 1 1/47; 1 3/8" FOR ZAMAC NAILIN ANCHORS. B.2) 7/8" CALK -IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNIT. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SCREWS USED SHALL BE 1 1/2" LONG MIN/MUM SHOULD STUCCO EXIST, AND 1 " MINIMUM FOR WALLS WITH NO STUCCO. B.3) MINIMUM EMBEDMENT OF 1/4"0 x 314" ALL POINTS SOLID -SET ANCHORS SHALL BE 7/8" INTO THE CONCRETE BLOCK. NO EMBEDMENT INTO STUCCO SHALL BE PERM/TIED. 1/4" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS WITH NO STUCCO. B.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES IN B.1) AND 8.2) ABOVE. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 16 (SHEET 3 & 7 OF 15) EXCEPT THAT HEADERS 2, 3 & 4 SHALL NOT BE USED. 8. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER /S TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. THE INSTALLATION CONTRACTOR /S TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN /N CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. 10. STORM PANEL INSTALLATION SHALL COMPLY WITH SPECS INDICATED /N THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT /S APPLIED TO. 11. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER /S GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT,• i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTORS RESPONSIBILITY. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID IF MODIFIED. (d) SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL 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 SUBMIT TO THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 12. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL /N ACI SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO SECTION 174 9.2 OF THE FLORIDA BUILDING CODE. %%"-,`eK H; 11/ / , y�?• ENSF' No. 44167 STATE OF �/OR10P S/ON AL E� III ��N11I1+�NMNt THIS DRAWING SHALL ONLY BE USED TO ?/l OBTAIN PERMITS IN THE STATE OF FLORIDA 02020 TILTECO, INC. 7iLTE C-10 ,Nc. TILLIT TESTING & ENGINEERING COMPAN 055 N.W. 36td. St Ste. M5, NRGINIA GARDENS fJ. 331 Pr au : (a05)67r-rSM . Fax : (3097 -r53r CA-0006719 WAL7ER A 77LUT Jr. P.E. FLORIDA Lic. 1 44167 FLORIDA BUILDING CODE (High Velocity Hurr/cane Zonl 0.050" BERTHA ALUMINUM STORM PANEL M.P (2.25" DEEP) DRAWN BY.. EASTERN METAL SUPPLY, INC 719I2020 4268 WEST ROADS DRIVE DATE. WEST PALM BEACH, FL. 33407 Y PHONE: (561)533-6061 2D- i8s 66 FAX: (561)588-4780 REV. No oeseAaraN I DA?r I MV. Ab I "ASS e.a DRAWING No SHEET 1 OF 15 •fir= -15.119- (TOTAL W/D7H) 12.000" (EFFECTIVE WIDTH) 1.500" I7pu ��E(rm') J.500' 1.500' 3" 4473 � NI 1 I 2.125 1-3.875' 12.125--1 10 ALUMINUM PANEL SCALE : 1/4" = 1' .750' .091' 1/4' r S. S. STUD Typ. RIVE7E0 TO ANGLE O 12' 0. C. n ro L SEE DETuI1 1 -1.632'4--r 9A IMINI WALL 1.75 "x0.632" ANGLE WITH STUD sr".. 1/2' = 1" EDGE OFo o� II 1 + + r. i 2 EDGE OF(�7 1000' mm. - 2.560" - - 2 9.119" (TorA1 WIDTH)- 2.560' 1-6.000" (EFFECTIVE WJD7H)_l I N h + + 1.500- 4.473" 1.500" ,p� P1 "! ' { P� as. + 'i + { I + # � .f25' .075' -1-T N O h 0 •i n ;t •S � �' TYl1• N .075- .r g I-2.125'� 2.340'- I 2.681' 'P 2340' 1A ALUMINUM HALF PANEL 2'G81-^-- yse,- SGALE : 1/4' = f • ® "U" HEADER © "h" HEADER 3O �3" Max. "U" BUILD OUT SCALE 3/8" = 1' SCALE : 3/8" = 1' SGALE : 3/8' = 1" .3E0' r093. .374' - .188 !� .190' .374" r i/ 4" o S. S. STUD Ie8- u , 1.25" Mox. " " tea' / RNETED TO ANGLE B �rgp o�OSPACINGS SHOWN w .500- loin. L ry r ON SECTIONS. SEE ALTERNATE N DETAIL 1 c LEG LOCA77ON .. -T-L wia 090' a �� + 1 � I . 2.000'--I © "F" TRACK SCALE : 3/e' - f' -EDGE OF Q7 ��ifIL6J1T / I � ® ♦ A - ALTERNATE LEG LOCATION '1 SEE' DETAIL 1 ® 1 I a w MAX. B. O. "F" TRACK SCALE : 3/8' = 1" .750' r1/4- r S. S. SW r�1 RNETED ro ANGLE .125' B O 12' O.C. } - 8000' (Ad4X) 10 2 x5"(MAX)x1_18w ANGLE WITH STUD SCALE.• 3/9' = 1 " P.317" � EDGE OF 1p 12A ROUND HOLE AT PANEL (OPTION TO 12) 07 REVERSED Or ANGLE TRACK ® "F" TRACK ANGLE SCALE: 3/8' = 1' SCALE : 3/8' - 1' z 3/fe" i LLUNUM (3) 5/8-0 HOLES ' TE AT TOP LINE h (2) 5/16- HOLES AT BOTTOM LINE \ n FOR 1/4 0-20x 1 " S.S. MACHINE SCREW TAPCONS _ I i 3/16" 14" r.344" g� I 957' t = Min. .M. 13 KEY HOLE WASHER 3105-H154 Alum. ALLOY SCALE : 3/8' = I" 11 , 46"x7"xl4" LONG WALL PLATE SCALE. 3/16' = 1' r 063- r.094" L 1 e as h � h .063' 90 STUDDED ANGLE 6063-73 Alum. ALLOY SCALE . 3/8' 1" �t0OR .06 ��875" 0. 093" DETAIL 1: STUD W/ DIE CAST ZINC NICKEL PLATED WING NUT `\%"'it A 1T1�J//����ri �No. 44167 STATE of %",y/�N AI.V�•```r FLORIDA BUILDING CODE Hurricane COMPONENTS TOP TRACK (SEE COMPONENTS, SHEET 1A OF 15) F4ax in. CONCRETE ANCHORS (SEE SCHEDULE) 1 M,n. 0 0 0 0 0 0 rT-1--I---T-r-7-1---r—T—Z—Z---r—r—Z—n--- r—T-7-7--- r—r—T-1--- r—T—T—T--- r—r—T-7--- r—r—r—T--1--r—r—T---r—r—r1 I — — — Q I � ui Z 1 � I l�l TYP j I W � I W A A C� W J Al ill -- Z J T 1-1 --- LiLl--- f ! �- 3" ! - CONCRETE ANCHORS (SEE SCHEDULE) - J. -� Mox. 1 Min. Max. 1 Min. - BOTTOM TRACK A r�(I $oj" , STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET 1A OF 15) `\�������� ,. P�'�.. • ENSj SCALE.. 1/8" = 1" 44167 -o'• STATE OF F1000' 1/4" Max. GAP J, 1/4" Max. GAP NA;.l�'. �hl�►euea,eee40 TYP. 1 x TA—L\ FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 02020 TILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL M.P 1 (2.25" DEEP) DRAWN &Y.• 777L77E 7COT, EASTERN METAL SUPPLY, INC 71912020 SECTION A —A N c. 4268 WEST ROADS DRIVE DATE: SCALE : 1 8 = 1 " TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36th. st. Ste. m' NRom GwDENS n. M166 Phone : (M0971-1SM . Fax : (2M]A-1531 WEST PALM BEACH, FL 33407 PHONE: (561)533-6061 �f pc FAX: 56J SB8-4780 20-1 B6 ( ) CA-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA Lic. 144167 EEv. W MMMPROM I 6vE I REV. 11e mompnom 6,1E DRAWING No 1 OLD 17-100 "%/"lo E SHEET 2 Of 15 a1 1 4 Cont. CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE) (SEE SCHEDULE) _ 1. J25 \ .500" 250" Max. — Nil o POURED O POURED �" CONCRETE �" I CONCRETE REQUIRED \ 2 REQUIRED qX Xll.. ,\ I Cont. x\\\d II I SEE SCHEDULE FOR ' 1-10 Min. SEPARAnON TO GLASS h v I O f I I SEE SCHEDULE FOR W 1/4" 0-20 x 3 4 " Min. SEPARATION TO GLASS BOLTS W/ 7/8f I 3/32" WING NUT 12" O. C. I I I J 2 II a I r I I PC 1 POURS CONCRETE CONCRETE E o I I OR CONCRETE BLOCK WALL W BLOCK WALL W REQUIRED f I I J I REQUIRED I I 563" 1.125" rIl - CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE) 6 Cont. (SEE SCHEDULE) 9 ; Cont. SECTION 0 ANCHOR I W W W z POURS CONCRETE_ I ( 7/8" x 3/32" Ef W WING NUT 0 BLOCK WALL EVERY STUD W REQUIRED ® 12" 0. C. II 0 �� Cont. SECTION 0 STUD WALL MOUNTING INSTALLATION SECTION 1 SCALE : 3/8" = I' NOTE : DETAIL OF SECTION ® STUD VALID ALSO FOR WALL MOUNTING INSTALLATION - SECTION 2 (TOP) WALL MOUNTING INSTALLATION SECTION 2 SCALE : 3/8" = I' E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11) J O 2 W CONCRETE ANCHORS (SEE SCHEDULE) i- O POURED W CONCRETE i REQUIRED CONCRETE OR CONCRETE BLOCK WALL W REQUIRED I CONCRETE (SEE SCH! NOTE FOR COM8/A14TION OF SECTIONS WALL MOUNTING SECTIONS CAN BE COM8INED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS (SEE SCHEDULE) Cont. \ .500" SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4" 0-20 x 3f4" BOLTS W/ 7/8 x 3/32" WING NUT 0 12" 0. C. — 566" Cont. BUILD OUT INSTALLATION SECTION 3 SCALE : 3/8 • = I " POURED W CONCRETE REQUIRED ---, .500" SEE SCHEDULE FOR Min. SEPARATION TO GLASS 7/8"x 3/32" WING NUT & _ EVERY STUD 0 12" 0. C. POURED ---"I Cont. CONCRETE o OR CONCRETE d T BLOCK WALL W 1 126• REQUIRED I I .500" CONCRETE ANCHORS' / Cont. (SEE SCHEDULE) Cont. 250" Max. 1 " Min. 1/4" 0-20 M. S. —W/NUT ® 12"0. C. BUILD OUT INSTALLATION SECTION 4 SCALE: 3/8" = 1 " -7/1 FLORIDA BUILDING CODE A. T/ tNy�r/i 44167 ! STATE OF 2 Hurrlcons CONCRETE ANCHORS (SEE SCHEDULE) 0 4i Cont. 1/4' 0-20 S. S. MACHINE BOLT W/ NUT & WASHER ® 12" 0. C. I" Min., SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4- 0-20 x 3`4' BOLTS W/ 7/8 x 3/32" WING NUT ® 12" 0. C. ALTERNATE LEG LOCATION POURED CONCRETE o OR CONCRETE BLOCK WALL W REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) 1 ' Min. 1 ' Min. CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE I REQUIRED —,,- �— Eq. EQ. I Cont. > � I I I � I W U I I I _ L"., W � SEE SCHEDULE FOR Min. SEPARATION 2 TO GLASS a o I 1 9 ICont. T—(j 1.125' 1 I- 1/4' 0-20 S S. MACHINE Cont. BOLT W/ NUT & WASHER ® 12' 0. C. BUILD OUT INSTALLATION — SECTION 5 SCALE : 3/8' = 1 " E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 OF 15) NOTE FOR COMBINATION OF SECTIONS : WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. POURED CONCRETE) 111" REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) CALK -IN OR ALL POINT SOLID -SET CONCRETE ANCHORS E. D. OR ELCO mole/female D. (SEE SCHEDULE) PANELMATE OR CF TAP -GRIP E. D. Ix (SEE SCHEDULE) POURED CONCRETE REQUIRED �_ r 1• .} i I --(,4j Cont. a a t 21 i W w � W a 7/8" x 3/32' o WING NUT EVERY STUD ® 12' 0. C. E. D. CEILING & FLOOR MOUNTING INSTALLATION — SECTION 6 SCALE : 3/8" = 1" POURED CON REQUIRED CONCRETE (SEE SCHI I IALEERNATE LEG LOCA77ON I8 Cont. 1/a' 0-z0 x 3/4" BOLTS 7/8" x 3/32 WING NUT 12' 0. C. I ISEE SCHEDULE FOR —i Min. SEPARATION i TO GLASS 1/4' 0-20 x — 3/' 480LTS W� 7/B" x 3/32 WING NUT 12" 0. C. al E. D. POURED I CONCRETE ci OR CONCRETE W BLOCK WALL REQUIRED ­, I W I � I I � L W I � I i I W SEE SCHEDULE FOR -r Min. SEPARATION W I TO GLASS I I POURED CONCRETE o OR CONCRETE BLOCK WALL w REQUIRED } CALK -IN OR ALL POINT SOLID -SET OR ELCO mole/female PANELMATE OR CF TAP -GRIP (SEE SCHEDULE) CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE : 3/8" = 1" rn W y WALL MOUNTING INSTALLATION D. M. — SECTION 8 SCALE : 3/8" = I" No. 44167 STATE N S�0NAtE....��`, FLORIDA BUILDING CODE (High Voloc& Hurricane Zone, 02020 TILTECO. INC. 0.050" BERTHA ALUMINUM STORM PANEL M.P (2.25 " DEEP) DRAWN BY: EASTERN METAL SUPPLY, INC 71912020 IL E C O �Nc. 4268 WEST ROADS DRIVE WEST PALM BEACH, FL 33407 PHONE: (561)533-606t DATE: TILLIT TESTING & ENGINEERING COMPANY 1,155 N.W. 36u. SR, stc. 305, NRgNt4 GaIaDEivS fl. 331se 20-186 Phone : (30.5�71-15M .Far : (305)B71-1531 FAX: 56 t 1588-4780 CA-00067.19 DRAWING No REV. W alsOerMW I DATE I WV.. M. AMOMM WE WALTER A. TILLIT Jr. P.E. FLORIDA Lic. j 44167 pip 17_100 �/p/1070 3 SHEET 4 OF 15 2 4 CONCRETE ANCHORS (SEE SCHEDULE) j 0 POURED CONCRETE REQUIRED EXISTING GLASS ISEE SCHEDULE FOR 1 Min. SEPARA77ON TO GLASS 1/4' 0-20 x I' S.S.M.S. W/ 7/8" 0 x 3/32' WING NUT ® 12 0. C. POURED -e CONCRETE OR CONCRETE BLOCK WALL o REQUIRED W s I CONCRETE ANCHORS J (SEE SCHEDULE) 6� Cont. I e Cont. l0 WALL MOUNTING INSTALLATION SECTION 9 SCALE : 3/8" = I" E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & I OF 15) NOTE FOR COMBINATION OF SEC77ONS WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED /N ANY WAY TO SUIT ANY INSTALLATION. CALK -IN OR ALL POINT SOLID -SET OR ELCO male/female PANELMATE OR ELCO male/female PANELMATE PLUS 19 1 /4 0-20 SIDEWALK BOLT OR W/11410-20 TRUSSHEAD BOLT + + (SEE SCHEDULE FOR SPACING) -I \ m X POURED W CONCRETE REQUIRED SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4' 0-20 x I" S S.M.S. W/ 7/8" 0 x 3/32'— W/NG NUT ® 12' O. C. POURED ---" CONCRETE OR CONCRETE BLOCK WALL o REQUIRED W C - r 375" CONCRETE ANCHORS / (SEE SCHEDULE) �-(R Cont. I l I� I I I I I I I WALL MOUNTING INSTALLATION SECTION 10 SCALE : 3/8" = 1' SIDE WALK BOLTS ARE 3/4 W3132 7H/CK HEAD MACHINE SCREW W/LENGTH AS PER NOTES A.2 & B.2 (SHEET 1) TRUSS HEAD BOLTS ARE 1/2 1187HICK HEAD MACHINE SCREW WJLENGTH AS PER N07ES A.2 & B.2 (SHEET 1) CALK -IN OR ALL POINT SOLID -SET OR ELCO male/female PANELMATE OR ELCO male/female PANELMATE PLUS 1/4 0-20 SIDEWALK BOLT OR / W/1/4 0-20 TRUSSHEAD BOLT + + (SEE SCHEDULE FOR SPACING) - FE POURED CONCRETE REQUIRED \ SEE SCHEDULE FOR Min. SEPARATION TO GLASS 7/8" 0 x 3/32' WING NUT ® - - EVERY STUD ® 12' O. C. POURED p CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS (SEE SCHEDULE) 7/810 x 3/32" WING NUTS ® 12" O.C. 9 .875' CONCRETE ANCHORS (SEE SCHEDULE) E. D. POURED CONCRETE REQUIRED I I EQ. EQ. -i I I SEE SCHEDULE FOR 1- Min. SEPARA7ON TO GLASS 7/8' 0 x 3/32" WING NUT ®- . EVERY STUD ® 12" 0. C. Cont. i ALTERNATE LEG LOCATION N m Cont. POURED I EDGE OF PO g 1 � SLAB IF CONCRETE I I APPLICABLE Cont. u REQUIRED CONCRETE ANCHORS E. D. —I (SEE SCHEDULE) WALL MOUNTING INSTALLATION SECTION 11 SCALE : 3/8' = I" ,g1HlHlll flflll ``���, ENSF''' Na, 44167 ; STATE OFF i /ON CEILING & FLOOR MOUNTING INSTALLA TION SECTION 12 SCALE : 3/8" = 1" FLORIDA BUILDING CODE Hurricane POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED 1/4 Ox8" ELCO mole PANELMATE TVAS ANCHORS (SEE SCHEDULE FOR SPACING). BUILD OUT INSTALLA T/ON SECTION 13 SCALE : 3/8" = 1 ' a 0 E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEETS 10 & 11 OFI5) NOTE FOR COMBINATION OF SECTIONS WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS (SEE SCHEDULE) O POURED W CONCRETE REQUIRED I I EX1S77NG--A GLASS I SEE SCHEDULE FOR Min. SEPARATION TO GLASS I I r 1 1/4" 0-20 x 1" S.S.M.S. W/ 7/8" 0 x 3/32" WING INUT ® 12" 0. C. I I POURED / CONCRETE OR CONCRETE I BLOCK WALL o REQUIRED W E CONCRETE ANCHORS _7— 375" (SEE SCHEDULE) -F 6 Cont. CONCRETE ANCHORS (SEE SCHEDULE) l 00 POURED o Cont. CONCRETE Li REQUIRED /II EXISTING J GLASS I SEE SCHEDULE FOR Min. SEPARATION y I TO GLASS A jlr 0 I- I 11 I DETAIL 2/7 I � � I : W I J I T 2 1/4" 0-20 x 1" S.S.M.S. 4 W/ 7/8" 0 x 3/32" k WING NUT ® 12" 0. C. � � I POURED CONCRETE OR CONCRETE BLOCK WALL d REQUIRED W E CONCRETE ANCHORS (SEE SCHEDULE) 375" T Cont. SECTION 14A SECTION 148 WALL MOUNTING INSTALLATIONS SECTIONS 14 SCALE : 3/8" = I' FLORIDA BUILDING CODE Cont. 0 ZJ Y/8 INTERIORLY REMOVABLE PANEL Qf W/ - SIDEWALK BOLTS dSEE DETAIL 2) CONN TED TO 1 THRU 51810 HOLES AT 1 ® 6" O.0 & FASTENED AT REAR W1 7/8 0x3/32" WING NUT ® EVERY SIDEWALK BOLT. No. 44167 STATE OF S8I0N A� CONCRETE ANCHORS (SEE SCHEDULE ) POURED CONCRETE I I REQUIRED I— EQ. EQ. SEE SCHEDULE FOR Min. SEPARATION TO GLASS Cont. L E. D. CONCRETE ANCHORS (SEE SCHEDULE ) POURED CONCRETE REQUIRED EQ. EQ. Cont. E. D. CONCRETE ANCHORS (SEE SCHEDULE) E D. POURED CONCRETE REQUIRED I_ Cont. __�� a -<D h O 2 y 2 W z Q 0 7/8" 0 x 3/32' WING NUT EVERY STUD h � i 0 12" 0. C. w L] Cont. L EDGE OF I N I I POURED CONCRETE I 1- SLAB /F REQUIRED I I APPLICABLE - CONCRETE ANCHORS 1 E. D. EDGE POURED CONCRETE I SLAB OF (SEE SCHEDULE) 1 " —IF 718' 0 x 3132' WING NUT O 0 6' 0. C. � 9 1875" ' � I W h ISEE SCHEDULE FOR Min. SEPARATION La TO GLASS I � U y DETAIL 2 W I 1 .. J- 2 a 7/8' 0 x 3/32" o WING NUT 0 EVERY STUD 0 12" 0. C. REQUIRED J I I APPLICABLE CONCRETE ANCHORS (SEE SCHEDULE ) E. D. INTERIORLY REMOVABLE PANEL Qf W/ SECTION 15A SECTION 15p SIDEWALK BOLTS,(,SEE DETAIL 2) CONNPTED TO 1 THRU 5/80 CEILING & FLOOR MOUNTING INSTALLATIONS HOLES AT®6"O.0 & FASTENED AT REAR W7/80x3/32" WING NUT SECTIONS 15 0 EVERY SIDEWALK BOLT. SCALE : 3/8" = I" 1875' 1/4 =20x 1 ' S.S. SIDEWALK BOLTS ' W1314 -7ERIO SLOTTED ABLE flXED l rl f_j-" lN1ER/ORLY REMOVABLE PANEL 1 THRU KEY HOLE Q2 0 6" O.C. W/ 1/4 =20 NUT AT REAR. 111111im M"_ .. =Oh 0 REMOVABLE :� REMOVABLE PANEL E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 10 & 11 OF 15) NOTE FOR COMBINATION OF SEC77ONS FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. Cont. SEE SCHEDULE FOR Min. SEPARATION TO GLASS 7/8" 0 x 3/32" WING NUT EVERY STUD 0 12' 0. C. Cont. ALTERNATE LEG LOCATION N 0 u POURED CONCRETE CONCRETE ANCHORS REQUIRED (SEE SCHEDULE ) -/ L E. D. SECTION 16A CONCRETE ANCHORS (SEE SCHEDULE ) POURED E. D. CONCRETE REQUIRED I I �— EQ. EQ. --i SEE SCHEDULE FOR Min. SEPARATION TO GLASS DETAIL , 2 h T— �'l 7/8" 0 x 3/32' WING NUT ®—, EVERY STUD ® 12" 0. C. i� c.vm. L EDGE OF 1 ALTERNATE LEG SLAB IF %LOCATION N APPLICA&4 ^ L - JPOUREDCONCRETE REQUIRED SECTION 16B CEILING & FLOOR MOUNTING INSTALLATION SECTIONS 16 SCALE : 3/8" = I" A T%(Z. ��'`''% No. 44167 �TATE OF 'Q 61 N7a 1 — 4JCont m i y Y/8 ' J'I �--1--� CONCRETE ANCHORS (SEE SCHEDULE ) F- E.D. —I INTERIORLY REMOVABLE PANEL ( W/ SIDEWALK BOLTS,4SEE DETAIL 2) CoNN TED TO 11 THRU 5/80 S HOLES AT 1 ® 6" O.0 & FASTENED AT REAR W 7/80x3/32" WING NUT 0 EVERY SIDEWALK BOLT. FLORIDA BUILDING CODE Hurricane (WHOLE) —,3" Max. 1 Min. SECTION B-B SCALE : 1/8" = I" ` 14B/6, 14A/6, 15,16B/7 15,16A/7 1/4 "-20x I" S.S. SIDEWALK BOLTS. SEE DETAILS 2/7, I Its CONCRETE ANCHORS (SEE SCHEDULE) INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE : 1/8" = 1 " GAP d) (WHOLE) INTERIORLY REMOVABLE PANEL(DWI SIDEWALK BOLTS (SEE DETAILS 2/7, 2/14) CONNECTED TO 11 THRU 51810 HOLES AT (1 ® 6" O.0 & FASTENED AT REAR W/7/8 mx3/32" WING NUT ® EVERY SIDEWALK BOLT. � . �i .��?. se :%p No. 44167 r STATE OF FLORIDA BUILDING CODE Hurricane CUT PANEL I" Min. 2' x 4" x 3105—H14 OR 6063—T6 ALLOY Cont. Alum. ANGLE CASE A (Plan) SCALE: 114 " = 1 " POURED CONCRETE — OR CONCRETE BLOCK WALL REQUIRED / POURED CONCRETE / OR CONCRETE BLOCK WA / WALL REQUIRED / CONCRETE ANCHORS / �® 12' 0. C. 1" / -T 2.500" VARIES 3" Max.1 W 90' < L 135• 2" Mox. 2" x 3" x .093" 3105 H-14 OR - 6063—T6 ALLOY Cont. Alum. ANGLE WITH ANCHORS ® 12" 0. C. HALF PANEL e �I --{ % } OR O OR \ II OROOROOR® \\`II OR OR 1/4" 0 BOLT 4' x 4" x .072' ® 24" 0. C. 3105—H14 OR 6063-716 ALLOY W/JACKNUT Cont. Alum. ANGLE CASE B (Plan SCALE.- 114" = 1 " 1.000" 3 114 GAP 11 1.000" CASE D (Plan} SCALE: 114" = 1" POURED CONCRETE OR CONCRETE BLOC WALL REQUIRED F 2.500" MiCONCRETE ANCHORS 2 506 ® 12" 0. C. �� — -1 Min. U 2' x 2" x .055" TO 2" x 5" x .055' Cont. Alum. ANGLE OR .080" 3105—H154 SHEET METAL Alum. BENT PLATE END CLOSURES DETAILS MAHMUM A.S.D. DESIGN PRESSURE RATING (12.s.42 AND CORRESPONDING MAXIMUM PANEL LENGTH 'I" SCHEDULE POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED ALTERNATE LEG LOCATION CASE C (Elan) SCALE.- 1/4" = 1 " ENS F No. 44167 / r. STATE OF MAXIMUM A.S.D. DESIGN PRESSURE RAT/NG (P.s.f.) Max. PANEL LENGTH L (ft.) (SEE SECTIONS) MINIMUM SEPARATION TO GLASS APPLICABLE TO SECTIONS / & ANY COMBINATION OF THEM +65.0, —77.0 8'-0" OR LESS 2 1/4" 1 1 THRU 8 +65.0, —77.0 9'-0" OR LESS 3 1 V16" 1 THRU 8 +65.0, —72.0 9'-0" OR LESS 3 112" 1 T +62.0, —73.3 10'-0" OR LESS 3 7/8" 2, 6, 7 & 8 +63.5, —63.5 9 "—O" OR LESS 3 1/2" 9, 14, 10 +65.0, —65.0 9'—O" OR LESS 3 1/2" 12, 15, 16 +63.5, —63.5 9'-0" OR LESS 3 3/4" 13 MIN. 1.50"! POURED CONCRETE �(REO'D) OR CONCRETE BLOCK WALL REQUIRED I I X=BUILD OUT CASED Plan SCALE: 114 " = 1 " FLORIDA BUILDING CODE Hurricane I► _ � Ix, l ► ; I► .� _ : � ► . t� ► . ; a,1r :.�� ► . ; a,1Y - .► yr; �vrr r. ASO PRESSURE RA71NG (µe.1.) LLUN" AN(:iHM SPACING FOR E. D. - 3 112" • APPUCABLE TO 'SEAS ! & ANY COMBINATLON of THEM UM PANEL LENG7N 1' (R.) REGUUR TAPCONS TO CONCRETE TO BLOCK CRE7-FLEX S44 TO CONCRETE M BLOCK 3'Awc N+VLw TO COAOMI& M BLOCK CALK -IN TO CONCRM ?V BLOCK SOLAD-SET 10 CDMLWTE TO BLOCK CF TAP -GRIP TO CONCRETE 70 BLOCK PMIELWIES AT COWMWI TO BLOCK PANQWIE PLUS 70 CONCRETE 70 BLOCK 410 S.S. TAPCON M CONCRETE TO BLOCK 8' N/A N/A N/A 4- N/A 8" NIA N/A NIA 5" N/A 3 1/2- NIA N/A N/A N/A N/A 1 (TOP) 12" 4- NIA N/A to' 7 1/2' 12' 7- N/A N/A 12' 6" It' 8' 12' 7 1/2- N/A N/A 1 (BOTTOM) 12' NIA N/A N/A to" N/A 12' N/A N/A NIA 12' N/A 11' N/A NIA N/A N/A NIA 2 (TOP) 12' 4- N/A N/A TO" 7 1/2" 12' 7- NIA NIA 12' 6" 11' 8' 12- 7 1/2- N/A N/A 2 (BOTTOM) 12' N/A N/A NIA to' NIA 12' N/A N/A NIA 12" N/A 11- N/A N/A N/A N/A N/A 3 (TOP) 12' 4' N/A N/A to' 7 1/2- 12" 7- N/A N/A 12' 6" 11' B. 12" 7 1/2- N/A NIA 3 (BOTTOM) 12' NIA N/A NIA to' N/A 12" N/A NIA N/A 12" N/A It' NIA N/A N/A N/A N/A 4 (TOP) 12' 4- N/A N/A to' 7 1/2. 12" 7" N/A N/A 12' 6" 11' 8' 12' 7 1/2" N/A N/A 4 (BOTTOM) 72' NIA N/A NIA to" N/A 12" N/A N/A N/A 12" N/A 11" N/A N/A NIA N/A N/A 5 (TOP) 12' 4. NIA NIA to' 7 1/2" 12' 7" N/A N/A 12' 6" 11' 6' 12' 7 1/2- N/A N/A 5 (BOTTOM) 8 1/2 N/A 12' N/A 5 1/2" NIA 7 1/2- N/A N/A N/A 8 1/2- NIA 11 1/2" N/A TT" N/A 9 1/2- N/A 6 (TOP) 8 1/2- N/A 12' NIA 5 1/2- N/A 7 1/2- N/A 10 1/2- N/A 8 1/2- N/A 11 1/2" N/A It- N/A 9 1/2' N/A 6 (BOTTOM) +63.5. —63.5 7 1/2' N/A 11 1/2' N/A 5. NIA 7- NIA 10 1/2- N/A 7" N/A 10 1/2- N/A to" N/A 8 1/2- NIA 7 (TOP/BOTTOM) 9'-0" OR LESS N/A NIA N/A N/A N/A NIA 12' 7- 12' 12' 12' 6' 6- 6' 12" 12' N/A N/A 8 (TOP/BOTTOM) + 12" N/A 12- N/A N/A NIA 12- NIA N/A N/A N/A N/A 12' N/A 12' N/A 12" N/A 9 (TOP) 12' 4' 12" to' N/A NIA 12" 9" N/A N/A NIA N/A 12' 8. 12' 7 1/2" 12" 6' 9 (BOTTOM) NIA N/A N/A NIA N/A NIA 12' 6- 12' 12" N/A N/A 12' 8" 12' 6" NIA N/A T1 10 (TOPT 0P OTTi7M . 12" 4" 12" 70' NIA NIA 12' 9" N/A NIA NIA NIA 12' B" 12' 7 1/2" 12" 6- 10 (BOTTOM) NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA NIA 12" 9. NIA NIA NIA NIA 13 (TOP) NIA NIA NIA NIA NIA NIA NIA N/A NIA NIA NIA N/A 12- 8- NIA NIA N/A NIA 13 (BOTTOM) 12" NIA 12' NIA NIA NIA 12' N/A NIA NIA NIA NIA 12" NIA 12- NIA 12" NIA 14 (TOP) 12' 4" 12' 10" NIA NIA 12" 9" NIA NIA NIA NIA 12' 8 12' 7 1/2" 12' 6- 74A (BOTTOM) 12" NIA 12' 7' NIA NIA 12' 6 1/2" N/A NIA NIA NIA 12' 6" 12" 5 1/2" 12' 4" 148 (BOTTOM) 11 1/2 NIA 12' N/A NIA NIA 12" NIA NIA NIA NIA NIA 12" N/A 12- NIA 12" NIA 12 (TOP) 8 1/2- NIA 12' NIA NIA NIA 7 1/2' N/A to 1/2' NIA NIA NIA 11 1/2. NIA it' NIA 9 1/2- N/A 12 (BOTTOM) 11 1/2 NIA 12' NIA NIA NIA 12' NIA NIA NIA NIA NIA 12' NIA 12- NIA 12' NIA 15 (TOP) 8 112- NIA 12' NIA NIA NIA 7 1/2" NIA NIA NIA NIA NIA 11 1/2' NIA it' NIA 9 1/2" NIA 154 (BOT7014 NIA NIA NIA NIA NIA N/A NIA NIA NIA NIA NIA NIA J. NIA J. NIA 3' NIA 15B (BOTTOM) 11 112- NIA 12' NIA N/A NIA 12' NIA NIA NIA NIA N/A 12" NIA 12' NIA 72' NIA 16 (TOP) 8 7/2 NIA 12' NIA NIA NIA 7 1/2' NIA I NIA NIA NIA NIA 11 1/2" NIA 11' NIA 9 112- NIA 164 (BOTTOM) 3- -- NIA NIA NIA NIA NIA J. NIA NIA NIA NIA NIA 4- NIA 4- NIA 4- NIA 168 (BOTTOM) 6. NIA NIA NIA 6' NIA 6' NIA NIA NIA 6- NIA 6' NIA NIA NIA N/A NIA 2 (TOP) 6' 4- NIA N/A 6' 6' 6' 6- NIA NIA 6- 5" 6" 6" NIA NIA NIA NIA 1 2 (BOTTOM) +65.0. —65.0 6" NIA N/A NIA 4 1/2- NIA 6- N/A NIA NIA 6' NIA 5 1/2 NIA NIA NIA NIA NIA 6 (TOP) 9�-0" TO 70'-0" 6- NIA NIA NIA 4 1/2- NIA 6" N/A 9 1/2- NIA 6- N/A 5 1/2' NIA NIA NIA NIA NIA 6 (BOTTOM) 6" NIA NIA NIA 4' NIA 6' NIA 9 1/2- NIA 6- NIA 4 1/2" NIA NIA NIA NIA I NIA 7 (TOP/BOTTOM) N/A NIA NIA N/A NIA NIA 6" 6- 12' 71' 6" 5" 6" 5" NIA I NIA NIA NIA 8 (TOP/BOTTOM) * MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2". REDUCE ANCHOR SPACING BY MUL77PLYING 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. REGULAR TAPCON & ZAMAC NAILIN, CRETE—FLEX SS4 & CALK —IN SOLID —SET CF TAP —GRIP 410 S.S. TAPCON PANELMATE OR PANELMATE PLUS. 3" — .86 .75 .78 1.00 2 1/2- — .71 .50 — .80 2" — .50 — — — 1 1/2' 0.35 — — — — LWW 7V 5�-4 AM SPAN. .�`���\`���R A"Tl���l ``�y�Q''•'�\BENS'• `��,,' F• No. 44167 TATE OF E. D. = EDGE DISTANCE ANCHORS LEGEND ANCHOR TYPE Min. ANCHOR SPACING 2AMAC NAILING, CF TAP —GRIP, PANELMATE OR PANELM47F PLUS. 3.0' CALK —IN 2.5' SOLID —SET 3.5' CRE7E FLEX S54 6.0' REGULAR & 410.S.S TAPCON IN BLOCK 4.0' REGULAR & 410.S.S TAPCON IN CONCRETE 3.0' FLORIDA BUILDING CODE 02020 TILTECO, INC. 1 0.050" BERTHA ALUM/ /TIT FE w c. 1, TILLIT TESTING & ENGINEERING COMPANY 6M P6:tA(5jBSe305, .V7RGN14 (GS, F336 7_1530 Fax:371-1531 CA-0006719 WALTER A. 77LLIT Jr. P.E. FLORIDA Lic. f 44167 (2.25" DEEP) EASTERN METAL SUPPLY, 4268 WEST ROADS DRIVE WEST PALM BEACH, FL. 33407 PHONE. (561)533-6061 FAX: (561)588-4780 OLD n-100 Humlcane AIVtL M.P DRAWN BY.• INC 7/9/2020 DATE: 20—l86 DRAWING No SHEET 10 OF 15 YA9�. ,tf1„1I *_ - pi/ - , w �i.. i Ali i..,l� i. L.__" � �� !,-_.i_stl�,�y„ 1� �I � � � i �, _l r ..i 1 ! � ' 1 �S. "7 %I : il, ' i 1. •�+i� � a� �} l�S �l IS MAXIMUM AS.D. DESIGN PRESSURE RATING (P•s•t) MAXIMUM ANCHORS SPACING FOR E. A = 3 112' s APPLCABLE 70 CT70NS j & qSESE COMBINATION OF THEM MAXIMUM PANEL LENGTH Z' N REGULAR TAPCONS CRETE-FLEX 554 ZAK C AWLIN CALK -IN SOLD -SET CF TAP -GRIP PANELMATES PANELMATE PLUS 410 S.S. TAPCON TO CONCRETE TO BLOCK TO CONCRETE TO BLOCK TO LYINCREIE TO BLOCK TO CONCRETE TO BLOCK TC CONCRETE TO BLOCK TO CONCRETE TO BLOCK 70 CONCRETE TO BLOCK 70 CONCRETE TO BLOCK TO CONCRETE TO BLOCK 6" N/A N/A N/A J. N/A 6" N/A N/A N/A 3 1/2' N/A 2 1/2" N/A N/A N/A N/A N/A 1 (TOP) 12" 4" N/A N/A 10" 6' 12' 6' N/A N/A 12' 4" 9 1/2' 7" N/A N/A N/A N/A 1 (BOTTOM) 12" N/A N/A N/A 10" N/A 12" N/A N/A N/A 12" N/A 9 1/2" N/A N/A N/A N/A N/A 2 (TOP) 12" 4" N/A N/A 10" 6" 12' 6' N/A N/A 12' 4' 9 1/2" 7' N/A N/A N/A N/A 2 (BOTTOM) 12' N/A N/A N/A 10" N/A 12" N/A N/A N/A 12' N/A 9 1/2` N/A N/A N/A N/A N/A 3 (TOP) 12" 4` N/A N/A 8` 6" 12" 6' N/A N/A 12" 4' 9 1/2' 7' N/A N/A N/A N/A 3 (BOTTOM) +65.0, -77.0 12' N/A N/A N/A 10' N/A 12' N/A N/A N/A 12" N/A 9 1/2" N/A N/A N/A N/A N/A 4 (TOP) 9•-0' OR LESS 12" 4" N/A N/A 8" 6' 12' 6' N/A N/A 12' 4" 9 1/2' 7" N/A N/A N/A N/A 4 (BOTTOM) 12' N/A N/A N/A 8" N/A 12" N/A N/A N/A 12" N/A 9 1/2" N/A N/A N/A N/A N/A 5 (TOP) 12" N/A N/A N/A 7' 5' 12' 5' N/A N/A 10" 4" 7 1/2' 4" N/A N/A N/A N/A 5 (BOTTOM) 7' N/A N/A N/A 4 1/2" N/A 6" N/A N/A N/A 7' N/A 5" N/A N/A N/A N/A N/A 6 (TOP) 7' N/A N/A N/A 4 1/2' N/A 6" N/A 9` N/A 7' N/A 5" N/A N/A N/A N/A N/A 6 (BOTTOM) 6" N/A N/A N/A 4' N/A 5 1/2' N/A 9" N/A 6` N/A 4 1/2' N/A N/A N/A N/A N/A 7 (TOP/807`70M) N/A N/A N/A N/A N/A N/A 12' 6" 12' 10" 12" 4" 6' 4" N/A N/A N/A N/A 8 (TOP/BOTTOM) 6 1/2' N/A 12" N/A N/A N/A 6' N/A 9 1/2" N/A N/A N/A 9" N/A 9" N/A 7 1/2' N/A 7 (TOP/BOTTOM) +65.0. -72.0 N/A N/A N/A N/A N/A N/A 12" 6' 12' 11' N/A N/A 12' 6' 12' 6" N/A N/A 11 (TOP) 9•-O" OR LESS 12" 4' 12` 9" N/A N/A 12" 8' 12` 11' N/A N/A 12" 7' 12" 6 1/2" 12" 5" 11 (BOTTOM) 6" N/A N/A N/A 6' N/A 6` N/A 12' 10" 6' N/A 6' N/A N/A N/A N/A N/A 2 (TOP) 6' N/A N/A N/A 6" 5 1/2" 6' 5" N/A N/A 6' 4" 6" 6' N/A N/A N/A N/A 2 (BOTTOM) 6' N/A N/A N/A 4' N/A 6" N/A N/A N/A 6" N/A 5" N/A N/A NIA N/A N/A 6 (TOP) +62.0, -73.3 6' N/A N/A N/A 4' N/A 6' N/A B' N/A 6' N/A 5" N/A N/A N/A N/A N/A 6 (BOTTOM) 9•-0' TO W-0" 6" N/A N/A N/A 5" N/A 6' N/A 8` N/A 5 1/2' N/A 4" N/A N/A N/A N/A N/A 7 (TOP/BOTTOM) N/A N/A N/A N/A N/A N/A 6' 5" 12" 10' 6" 4" 6" 4" N/A N/A N/A N/A 8 (TOP/BOTTOM) ' N/A N/A N/A N/A N/A N/A N/A N/A 12' 10' N/A N/A N/A N/A N/A N/A N/A N/A I (BOTTOM) 10 (TOP) 11 (TOP/BOTTOM) * 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. £. D. FOR CALK -IN ANCHORS IS 2 1/2 ) FOR THIS OPERATION TO BE POS/BL& REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E. D. REGULAR TAPCON & 2AMAC NAILIN, CRETE-FLEX SS4 & K-IN SOLID -SET CF TAP -GRIP 410 S.S. TAPCON PANELMATE OR PANELMATE PLUS. J. - .86 .75 .78 1.00 2 1/2' - .71 .50 - .80 2' - .50 - - - 1 1/2" 0.35 - - - - ANCHOR TYPE Min. ANCHOR SPACING ZAMAC NAILING, CF TAP -GRIP, PANELMATF OR PANELMATE PLUS. 3.01 CALK -IN 2.5" SOUD-SET 3.5' CRETE FLEX SS4 6.0' REGULAR & 410 S.S. TAPCON IN BLOCK 4.0' REGULAR & 410 S.S. TAPCON IN CONCRETE 3.0" '7/_../_ FLORIDA BUILDING CODE 02020 TILTECO, INC 1 0.050 BERTHA ALUMI IL ECO.N�. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. 36Yh. SYe. 305, wRCINu GARDENS FL 33166 Phone : (3D5 B71-153D . Fos : (3D 71-1531 CA-0006719 WALTER A. 77LL/T Jr. P.E. FLORIDA Lic. IF 44167 (2.25" DEEP) EASTERN. METAL SUPPLY, INC 4268 WEST ROADS DRIVE WEST PALM BEACH, FL. 33407 PHONE: (561)533-6061 FAX: (561)588-4780 ascxinlcM GV.D 17-100 E. D. = EDGE DISTANCE \ ``,�111!l11111NIll/ll \,\G ENSF No. 44167 -a' STATE OF ss/ON llllllllll111lN��� h Velocity Hurricane ..?IVITM PANEL I M.P DRAWN BY.• 71912020 DATE: 20-186 DRAWING No SHEET 11 OF 15 - .433" O.D. x .634" LONG BRASS 1/4" 0 LAG SCREWS BUSHING W/ 1/4" 0-20 x 0 6" O.C. W/ 1 1/2" Min. 1/4" LAG SCREWS 2" S. S S. M. S. ® 12" O.C. THREADED PENETRATION 0 6" O.C. W/ 1 1/2" Min. JL FOR SPANS UP TO 5'-9' AND �TO EXISTING WOOD HEADER. THREADED PENETR® 6" O.C. FOR SPANS UPATION TO 9'-0" Max. OR 1/4" TO EXISTING W000 HEADER. 1/4" ®LAG SCREWS 0-20 ELCO male/female ® 6" O.C. W/ 1 1/2" Min. PANELMATE 0 12" O.C. W/ THREADED PENETRATON TO 1 7/8" Min. PENETRATION In N h a o EXISTING WOOD HEADER. FOR SPAN UP TO 9,-0 7 10 Cont. 2' >< Min. I 2 1/4" 0-20 S. S BOLTS Cont. Min. I 3 12" 0. C. W/ NUT & WASHER 1" I ,:.+ .'..:'• I I Cont. �o I Min. =o h Min. 0 WOOD HEADER I 1 REQUIRED WOOD DER I REQUIRED X2 I O 3 I 3 Min. W SEE SCHEDULE FOR I � O I ---® m WOOD HEADER � Min. SEPARATM m MEin.S�ARAAON m I Cont. REQUIRED TO GLASS TO CLASS h O O �a+ z SEE SCHEDULE z WOOD HEADER W z REQUIRED I y SEPARATION I y W I �. _ y AL TERNA TI VE 5 TO GLASS I AL TERNA TI VE 1 SEE SCHEDULE FOR I W W 2 Min. SEPARATION X �. 25 TO GLASS I 2 2 W W Q 4 z ' " m I AL TERNA TIVE 7 I 7/8 0 x 3/32 WING NUT 0 £VERY STUD 0 m I o 12" O.0 W 0 MIDWIDTH OF PLATE 5 Cont. 1/4 0-20 S.S. w F. i25 BOLTS W/ 433" O.D. x 634" LONG BRASS BUSHING W 1 4 0-20 x 7/8 0 x 3/32 / / " WOOD STUD 2" S. S. S. M. S. 0 12" O.C. WING NUT WOOD 0 24" O.C. FOR SPANS UP TO 5'-9" 9) Cont. ® 12" O.C. PLATE REQUIRED REQUIRED AND 0 6" O.C. FOR SPANS UP 2" x 4" PLA 1/4" 00. LAG SCREWS 0020 ELCO male/female REQUIRED ®6' O.C. W/ 1 1/2" 1/4" 0 LAG SCREWS PANELMATE 0 12" O.C. W yam, Min. 7HRE4DED PENETRATION ®6" O.C. W/ 1 1/2" 'y / 0 MIDWIDTH OF PLATE Min. THREADED PENETRATION ljl 1 7/8" Min. PENETRATION ® MIDWIDTH OF PLATE. FOR SPANS UP TO 9'-0" ALTERNATIVE 2 SEE SCHEDULE FOR Min. SEPARATION TO GLASS 1/4 0-2D S.S.- BOLTS W/ 7/810 x 3/32" WING NUT 0 12" O.C. ALTERNA TI VE 6 WALL MOUNTING INSTALLATIONS 1 SECTIONS A SCALE : 1/4" = 1" NOTE FOR COMBINATION OF SECTIONS: WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLA TION DETAILS ON EXISTING WOOD BUILDINGS I u N--�6) Cant l l k \ `- 1/4" 0 LAG SCREWS 2" x 4" PLAT 0 6" O.C. W/ 1 1/2" REQUIRED. Min. THREADED PENETRATION ��\ ® MIDWIDTH OF PLATE. ALTERNATIVE 3 NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATING UP TO +65.0, —72.0 psf AND PANELS LENGTHS UP TO 9'-0", EXCEPT AS NOTED. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. AL TERNA TI VE 8 0.44167 STATE OF FLORIDA BUILDING CODE (High Voloolly Hurdoone Zone WOOD TRUSSES OR RAFTER O 24" 0. C. REQUIRED WOOD TRUSSES OR RAFTER 0 24" 0. C. REQUIRED - �- I " x 4" x 1/8" 17 Min. (6063-T5) 0 Alum. TUBE W/ V4 4 �!I�rConi (3) 5/16" 0 x 4" LAG SCREWS TO I BUILDE EACH JOIST.® TEK SCREWS 6" O.C.ILOCATE SCREW AT MIDWIDTH OF EXISTING WOOD I MEMBER (2" Min. SEE SCHEDULE NOMINAL WIDTH) FOR Min. I W/ 2 1/2" Min. SEPARATION THREADED TO GLASS PENETRATION. AL TERNAT1 VE 9A 7/810 x 3/32" WING NUT EVERY STUD 0 12" O. C. 9 Cont. 1. 125" ow 2" x 6" WOOD DECK REQUIRED (NO FINISH ALLOWED) 1/4 0 LAG SCREWS 0 4" o.c. W/ 1 1 /2 Min. THREADED PENETRATION. ALTERNATIVE 9 1" x 4" x 1/8" 1/40 x 3/4" Min. (6063-T5) lTW SUILDEX Alum. TUBE W/ TEK SCREWS (3) 5/16" 0 x 4" 0 6" O.C. I LAG SCREWS TO 8 EACH JOIST. Cont. I LOCATE SCREW AT MIDWIDTH OF SEE SCHEDULE I EXISTING WOOD FOR Min. I MEMBER (2" Min. SEPARATION NOMINAL WIDTH) TO GLASS I Min. _ THREADED2112" - - PENETRATION. ALTERNATIVE 10 1/4" 0-20 x 3/4" BOLTS W/ T 7/810 x 3/32" WING NUT ® 12" 0. C. I 2" x 6" WOOD DECK REQUIRED I (NO FINISH 7 ALLOWED) Cont. 1/40 LAG SCREWS 0 4" o.c. W/ 1 1/2 Min. THREADED PENETRATION. AL TERNA TI VE 11 CEILING & FLOOR MOUNTING INSTALLA TIONS SCALE : 1/4" = 1" NOTE FOR COMBINATION OF SECTIONS: WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATING UP TO +65.0, -72.0 psf AND PANEL'S LENGTHS UP TO 9'-0 , EXCEPT AS NOTED. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. I I 1/4 0-20 S.S. BOLTS W/ 71810 x 3/32" jU—r-jr—ont. WING NUT 0 12" 0. C. X-1/4" 0 LAG 1 SCREWS 0 6" O. C. W/ 2" x 4` PLA I 1/2" Min. THREADED REQUIRED PENETRATION 0 MIDWIDTH 1 { OF PLATE. ALTERNATIVE 12 * * VALID FOR Max. +63.5, —63.5 psf. .v, I � I 7 11t I I 718" 0 x 3/32" I 'WING NUT EVERY STUD 12" 0. C \- I Cont. 1/4" 0 LAG 2" x 4" PLATE SCREWS 0 6" 0. C. W/ REQUIRED 1 1/2" Min. THREADED l{��L1•�1 PENETRATION ®M/DW/DTH OF PLATE. ALTERNATIVE 14 WALL MOUNTING INSTALLATION �,,•��R�, rr<<�'%,,, SCALE . 114" T ,x -Ilse 'Vt7 . No. 44167 P-21 s STATE OF fffflllllllllllN\ FLORIDA BUILDING CODE Hu&cone 4' x 8' (Min.) EXISTING WOOD BEAM REQUIRED. S7RUCTUR4L ADEQUACY OF EXIS77NG WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. 1/4-0 LAG SCREW 0 4" O.C. W/ 1 1/2' THREADED PENETR47ION SEE SCHEDULE FOR Min. SEPAR471ON TO GLASS ALTERNATIVE 15 71810 x 3/32'I WING NUT EVERY STUD 0 12" O.C. n ALTERNATE LEG LOCATION sa Min 2' x 6".- 1/4 0 LAG SCREW WOOD DECK 0 4" O.C. W/ 1 1/2" Min. REQUIRED THREADED PENETRATION (NO FINISH ALTERNATIVE 16 W ti 2 J Z a 1 7/8' Min. 2' EXISTING 1/40x8" ELCO male PENEM47ION rMax.� BRICK VEENER PANELMATE TVAS ANCHORS 0 6 1/2D.C. W/ 1 1/2' 1 Min. THREADED PENETRATION �IZ33.500" INTO WOOD HEADER. i I I I .500' C — Max. REQUIRED1 WOOD 1 An. EXISTING - STEEL ANGLE LINTEL AS APPLICABLE I I I I _ SEE SCHEDULE FOR Min. _ SEPARATION TO GLASS I I EXISTING BRICK SILL 21x4' WOOD PLATE 6 ` £x/SnNG ij N FLASHING AS 1 7/8" Min. APPLICABLE PENETR477ON 2" 3 500' J J. Max 1 c EXISTING—- 2" x 4' STUDS Cont. 0 16" O.C. Max. REO D --EXISTING Min. 1/2" PLYWOOD EXISTING 1/40x8" ELCO male PANELMATE REO'D (T1 P) W/ FASTENING BRICK SILL TO STUDS AS PER TVAS ANCHORS 0 4 1/2" D.C. TO SECTION 2909 OF THE CEILING & FLOOR EXISTING PLYWOOD SOUTH FL. BUILDING CODE. MOUNTING INSTALLA TIONS AL TERNA TIVE 17 SCALE : 1/4" = I" * VALID FOR Mox. +63.5, —63.5 psf. A.S.D. DESIGN PRESSURE RATING. NOTE FOR COMBINATION OF SECTIONS: BUILD -OUT INSTALLATIONSCALE : 1/4" = 1" (D WOOD HE REQUIRED SEE SCHEDULE FOR Min. 3 SEPAR477ON W TO GLASS m 2 W 2 EXII SSTING GLS a � Cont. g EO £0 2' 1/4 0 LAG SCREWS 0 6- 0. C. W/ 1 1/2- MIN. THREADED PENE7RA71ON TO EXISTING WOOD HEADER. .250' _500" Max. i Cont I I 3 0 I W m I � � I = w I� ti I e GXL XIS I 1/40-20 S.S. BOLTS 7/80 3/32" i WING NUT 0 12" O. C. f40 LAG SCREWS ® 6" EO O.C. W/ 1 1/2" MIN. 1/40 LAG SCREWS 0 6- 0. C. W/ 1 1/2" MIN. RE ADED PENETRATION TO ! EXISTNG WOOD HEADER. 250" •—�.500" Max. Min. WOOD HEAD0 REQUIRED SEE SCHEDULE FOR Min. SEPAR477ON TO GLASS DETAIL 2/15 I 2� Cont. � o m 2 W Sn 0 Z a 1/40-20 S.S. k BOLTS W/ -7/8"0 x 3/32" WING NUT Y�8 0 12" 0. C. 1 THREADED PENETR477ON 0 t �40 LAG SCREWS MIDWID7H OF PLATE ®6' O. C. W/ 1 27/32" Min. PENETRATION MIDWIDTH OF PLATE 2" x 4" PLATE REQUIRED INTERIORLY REMOVABLE PANEL@ W/ - SIDEWALK BOLTS�gEE DETAIL 2) CONNF T£D TO 1 THRU 5/80 AL TERNA TI VE 18A * HOLES AT 1 ® 6' O.0 & FASTENED AT REAR W 7/8'0x3/32" WING NUT 1/4' 0-20 x 3/4' A L TERNA TI VE 188 * 0 EVERY SIDEWALK BOLT. BOLTS W/ 7/6'x 3/32' WING NUT ® 12" 0. C. WAI I uniuvriiur_ iucrA11 Arinluc WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLA TION DETAILS ON EXISTING WOOD BUILDINGS NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATING UP TO +65.0, —72.0 psf AND PANEL'S LENGTHS UP TO 9'-0 , EXCEPT AS NOTED. 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. SECTIONS 18 * VALID FOR Max. +63.5, —63.5 psf. SCALE : 114" = 1" A.S.D. DESIGN PRESSURE RATING. FLORIDA BUILDING .. ����aQ� CODE (High Velocity Hurricane ''��GENSF•' �'p���'% 02020 TILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL (2.25" DEEP) DRA = No. 44167 • 1 L E C O EASTERN METAL SUPPLY, INC 4268 WEST ROADS DRIVE 7/9 0 (r �� STATE OF ��= •,• I( 1{� Q` .' G` ` 1 N c. TILLIT TESTING & ENGINEERING COMPANY 835.5 N.W. 36fh. SL, Ste. 305, NRG/Nd GARDENS` R. Miff WEST PALM BEACH, FL 33407 PHONE; (561)533-6061 FAX; 56f fe88-4780 ( 2O- '�i Poiane : (305)971-153D . Fax : (305�71-1531 CA-0006719 /" DRAI ` /0 N �, WALTER A. FLORIDA LicL 44767 xa any I DATE I W. No amm"nx 1rwjr 1 OW17-100 7J9/Ynso s SHEET t a 1/40 S.S. LAG SCREW 0 4" O.C. W/1 1/2' MIN. THREADED PENETRATION LA SNG i L SEE SCHEM FOR Min. SEPAR4770 TO GLASS 1/40 S.S. LAG SCREW 0 4" O.C. W/1 1/2" MIN. THREADED PENETRATION " x 8' (Min.) EXISTING VOD BEAM REQUIRED. 7RUCTURAL ADEQUACY 1F EXISTING WOOD 1EAM TO BE CERTIFIED 1Y REGISTERED ENGINEER 1R ARCHITECT PRIOR 0 SHUTTER INSTALLATION. ( + > i' Ed O O EX1571NG SEE SCHEDL 2 GLASS FOR Min. SEPAR4TI0j Lw TO GLASS t ti + z DETAI 3/ W I i I 0 x 3/32' WING NUT EVERY STUD 9 1 0 12' 0. C. Cont. r 1.125' } 2" x 6" WOOD DECK REQUIRED 1/40 LAG SCREWS 0 4' O.C.: W/1 1/2" MIN. THREADED PENETRATION .1875'— 1/4 =20x1' S.S. SIDEWALK BOLTS, W/3/4` SLOTTED HEAD, RXED 1jjHRU ORLY REMOVABLE PANEL 1� KEY HOLE ®2 ®6' O.C. 7/8" 0 z 3/32" =20 NUT AT REAR. WING NUT 06'0.C. I+ f I / 1875"� U�--.050" C2 HOLE 0 6" D.C. DETAIL 2 — INSTALLATION OF IIA"xf' SIDEWALK BOLTS 2 REMOVABLE PANEt SC4LE.• 1' = I" 1/40 LAG SCREWS 0 2" O.C. -' W/1 1/2" MIN. THREADED PENETRATION — INTERIORLY REMOVABLE PANEL (D W/ SIDEWALK BOLTSf0 SEE DETAIL 2) CONN TFD TO 1 THRU 5/8 HOLES AT 1 0 6' O.0 & FASTENED AT REAR W 7/80x3/32" WING NUT 0 EVERY SIDEWALK BOLT. 1/40 S.S. LAG SCREW 0 4" O.C. W/1 1/2" MIN. THREADED PENETRATION 1/4.0 S.S. LAG SCREW 0 4" D.C. W/1 1/2' MIN. THREADED PENETR477ON 4" x 8' (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. + ) 1 0.25" i i Cont. 30 p EXISTING GLASS LU vWi LJ O W J Z 1 0 7/8" 0 x 3/32' WING NUT EVERY STUD 0 12' 0. C. t 2" x 6' WOOD DECK REQUIRED SEE SCHEDULE FOR Min. _ SEPARATION TO GLASS 11- 1 Q •. Cont. ALTERNATE —LEG LOCA77ONi L 44 rr 0.25" Cont. I. 0 W ti 2 W t Z W DETAIL 2 w e 0. 7/8" 0 x 3/32" c WING NUT ® Y�$ EVERY STUD 0 12" 0. C. 2" x 6" WOOD DECK REQUIRED INTERIORLY REMOVABLE PANEL (D W/ L SIDEWALK BOLT5 -(-SEE DETAIL 2) _ 1/4 0 LAG SCREWS 0 2' O.C. 1/40 LAG SCREWS 0 4' O.C. CONNf5QTED TO 11 THRU 5/8"0 W/1 1/2 MIN. THREADED PENETR4TION W/1 1/2" MIN. THREADED PENETRATION HOLES AT 11 0 6" 0.0 & FASTENED AT REAR W1 7/80x3/32" WING NUT 0 EVERY SIDEWALK BOLT. ALTERNATIVE 20A ALTERNAT/VE 20B CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS 20 SCALE : 1/4' = I" NOTE FOR COMBINATION OF SECTIONS. / l REMOVABLE REMOV FLOOR/CEILING MOUNTING SECTIONS CAN BE INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RATING UP TO +65.0, —65.0 Psf AND PANEL'S LENGTHS UP TO 9'-0". 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. FLORIDA BUILDING CODE �? ENSF' 44167 STATE OF FS' • ..... •(N S'xv %,,III SON A� 1E����•�`� Hurricane