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HomeMy WebLinkAboutConstruction Plans-GENERAL NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2017 (6th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALL M BE INSTALLED AT HIGH VELOCITY A141—DADE / BROWARD COUNTIES). HURRICANE ZONES (M/1 DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND FOR ADIRECT/ONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.SD.) DESIGN PRESSURE RATINGS INDICATED ON SHE 5 THRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION, UL77MATE 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.SD) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 337 INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS Nor USED IN THEIR ANALYSIS A DURATION FACTOR CD=1.60 WAS USED FOR VERIFICATION OF FASTENERS /N WOOD. STORIA PANEL'S ADEQUACY FOR IMPACT AND FATJGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 0121.01-98R, # 0329.01-00, 0525.01-00 AND #OS 12.01-03 AND `0617.02-04, AS PER IMPACT TESTING EQUIVALENT TO ASTM E-1996 STANDARD & AST E 330-02 STANDARD, LlMITEO TO INSTALLATIONS WITHIN WIND ZONES 1, 2 & 3 AS DEFINED BY AS TM E-1996 STANDARD,• AND #0221.01-01 PER TAS 201, 202 & 203. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052—H32 OR 3004—H34 ALLOY. J. ALL ALUMINUM EXTRUSIONS S ALL BE ALUMINUM ASSO� TAT/ON 6063—T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. STORM PANEL COMPONENTS 14 STUDDED' PLATE AND Q5 SNAP CAP ARE PATENT PENDING. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AIS/ SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 18 W/ 50 ksi YIELD STRENGTH AND 90 ksi TEN SIL 2411.3.3.4. E STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 241 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 EXIS77NG POURED CONCRETE. — 1/4" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX. — 1/4" 0 CF TAP —GRIP ANCHORS (BERTHA STUD —CON), AS MANUFACTURED BY TRU—FAST CORPORATION. — 1/4" d ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS; INC. — 1/4" to x 7/8" CALK —IN ANCHORS OR ELCO male & female PANELMATE" AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. — 1/4" 0 x 3/4" ALL POINTS SOLID —SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREVVI, BOLT & SPECIALTY COMPANY. NOTES.• A. 1) MIN/MUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4 • FOR ZAMAC NAILIN ANCHORS IS 1 3/8'; 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. 1/4 D-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND I" MINIMUM FOR WALLS WITH ND STUCCO. A. 3) MINIMUM EMBEDMENT OF 11410 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 p-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1 " 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. — 1/4" 0 CF TAP —GRIP ANCHORS (BERTHA STUD —CON), AS MANUFACTURED BY TRU—FAST CORPORATION. 1/4" 0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. — 1/4" 0 x 7/8" CALK —IN ANCHORS OR ELCO male & female 'PANELMATE' AS MANUFACTURED BY POWER FASTENERS, INC. AND ELCO CONSTRUCTION PRODUCTS, RESPECTIVELY. 1/4" 0 x 3/4" ALL POINTS SOLID —SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. 1/4" A RED HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY LT.N,,. BUILDEX. RECEWED V SEP- � 0 3 2020, � � �--------"""�� iDepartmentcontractor Cony Permittg St. Lucie County NOTES: B 1) MIN/MUM EMBEDMENT OF TAPCON, ELCO PANELMATE, AND CF TAP —GRIP ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 1 1/4 " 1 3/8" FOR ZAMAC NAILIN ANCHORS AND 1 1/8" FOR RED HEAD DYNABOLT SLEEVE ANCHORS 8.2) 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 MIN114UM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. B.3) MINIMUM EMBEDMENT OF 11410 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 I" MINIMUM FOR WALLS WITH ND STUCCO. B.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXIS77NC 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 8 (SHEET 3 & 4 OF 9) EXCEPT THAT HEADERS 3, 4 & 5 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 BUILDINGS. ATTACHED TO INSURE PROPER ANCHORAGE THIS SHUTTER "SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN /N CONTINUOUS CONTACT -WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TR4CKS ALL AROUND FULL LENGTH. 10. (a) THIS 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 DEV/ATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (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. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE 11 11e�� �►• TI�o y —No. 44167 THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 92017 77LTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.25 " DEEP) DRAWN BY.• EASTERN METAL SUPPLY,- INC °'DAE" L E C O I N C. 4268 WEST ROADS DRIVE TILLIT TESTING & ENGINEERING COMPANY K'i-:sr PALM BEACH, FL. 33407 5= N.W. J6rh. St., Ste. Jos, V,7n1.VA GARDENS, a, 3J166 PHONE.• (561)209-8263, FAX. • (561)841-1716 17-096 Phone : (Jo5)871-15Jo . Fax : (J05J871-1:J1 EB-0006719 rev. VAX Rtv. No atsx»rxw arF DRAWING No WAVIER A. TILLIT Jr. P.E. r I OLD 15-w4 71,671 J FLORIDA Lic. # 44167 z G.N. r nI2611 SHEET I OF 14 14.845' (TOTAL WIDTH) 8.845' (TOTAL WIDTH) N 12.000" (EFFECT500'NE WIDTH) 2 560" -6.000' ((EFFECTIVE W/OTH) 4.500" f y 3.000" ox. f.500' 1..1.500' 1.500' j . © AS APPLICABLE (Tjp.) -r- 4.500' 1500" �� 4.500, I 12 AS APFUCABLE (ryp.) I •3 R. 125' R.250' I 125• 125- o \ I o c �, m N yo 0 o f m p o .125• +rV r- r- �n h R.200' I I I 075' o o \R. 121 2.125'-{-3.891'-I-2.125'� F-2.125--4 r� 1�0 N .075- u? I .075' 10 FULL ALUMINUM PANEL W/ HEMMED EDGES 1,q I�ALF ALUM/NL/M PANEL Wf HEMMED ED .FS I -2. 687 2340- 2.681 • � 2.68T ._ 15.119E (TOTAL NOTVTH) 9. J 19" (TOTAL MOTH) (� "h" HEADER O4 °i Max. "U" BUILD 0( 12.000' (fFFECrVE WIDTH) f-6.o0D- (EFFECnVE WIDTH)-1 SCALE : 9/8• a t- 1.50i--D-}1.500, L500' 4.SOD' 4:500'---} 1.5�DO 214' AS APPL1G1aLE (TYP•J I I r{-fZ Aq iPPIMAaic /r-'-I-_ � `I J� N / 161, � �I-JX) N I � f-1 i -2.125--T.891'--{-2.125'� 1-2.125--{ Ol 11 i 0 e ... ff j ALTERNATE LEG LocAnoN SEE DETAIL .1 a .750'� 1/4" • S S. STUD TO ANGLE LE tO.D.C. ! 25 i & C f2• D h U � o I 5.000• SCALE. 3/8' = 1' -PLVE (3) 5/8-0 HOLES P�iF� AT TOP LINE (2) 5/16' HOLES_ AT BOTTOM LINE FOR 1/410-20xr' S.S. MACHINE SCREW TAPCONS - 1" 12" -L,----f4- ru 16 ll1 F x7 xW LONG WALL PLAT£ SCALE 3/16- - r I n n n hT.- mh to .063'-I I 1875" 1-.050" OR .060' .093" DETAIL 1: STUD W/ DIE CAST ZINC NICKEL PLATED V/ING NUT 1/4' 0 304 062h' SERIES S. S. /STUD RAVED TO PLATE 0 12' O.C. 750 Y E o 71 v 200" 384' 3.000' MOx. 3" ANGLE BUILD OUT BRACKET scuE : 3/a- - 1 E OF @ EDGE 0,1 1 � G625' n IEEE 0.750' fd ti EDGE OF EDGE OFQ1 OPTION 1 OPTION 2 12 KEYHOLE AT PANEL 188' t o 18B- a .374 .750 0 � TN T I � co R.062' w --� ;090" .093" •Os0- O7 38"B- 0. 7A 34"B. 0. "F" TRACK "F" TRACK SOUE : 3/8' = 1' SCALE : J/d• - I "U" HEADER SCALE: s/6- m 1- 1.950' ® REVERSED "F" ANGLE TRACK SCALE. J/8- - t- -{ r .125- ALTERNATE 1 - LEG LocAnD� 0 1,1 0 N cry 5.000• -F 11 2" x 5" (Max.) x .125" ANGLE SCALE : 3/8' - I O.J4t• h r „ 0.625' t t = Min..085' 1© KEY HOLE WASHER 3tO5-H154 Alum. ALLOY SCALE : 3/8' = I • 09 "F" TRACK ANGLE SCALE. J/9' = I' 12A ROUND HOLE AT PANEL (OPTION TO 12) 1/4' 0 304 SERIES S. S. STUD RNETED TO ANGLE 0 SPACINGS SHOWN ON SECnONS. 750 0 .093 I SEE LDETAIL 1 2000" I 10 STUDDED ANGLE 606J-T5 AWm. ALLOY SCALE: J/8' = I' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 020f7 nLTEco, INC. 0.050' BERTHA ALUMINUM STORM PANEL VIFE C 0INc. ?ILLIT TESTING & ENGINEERING COMPANY 5355-K4. 36th. St. Ste. 305• V1.WW A GARDENS; R. 3316E Fh-ne : (305)87f-15J0 . For : (J05)671-f531 EB-0006719 WALTER A. TILLIT Jr. P.E. c. (2.25" DEEP) DRAWN BY. EASTERN METAL SUPPLY, INC °'DATE* DATE* 4268 WEST RDADS DRIVE WEST PALM BEACH, FL. 33407 i PHONE' (561)209-8263, FAX: (56r)841-1716 17-096 uesranxw I our I ay. No v&mumav I 41,E DRAWING No OLD f5-0" 107125111 S SHEET IA OF 14 _ rai �I STORM PANEL TYPICAL ELEVATION SCALE : 118" = 1 " SECTION A -A SCALE : 118" = 1" r— menu , � v,r� , nni,n (SEE COMPONENTS, SHEET 1A) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zon( 02017 nLTECO, hvC. 0.050" BERTHA ALUMINUM STORM PANEL MIL E C O INC. TILLIT TESTING & ENGINEERING COMPANY 6J55 N.W. 36th. St.. Ste, JDS. WRWNLI GIRDENS R.3316E Fhone : (JD5)571-1530 . Fax . (305�71-1531 EB-0006719 WALTER A. TJLUT Jr. P.E. FLORIDA Lic. if 44167 (2.25 " DEEP) L.C. DRAWN BY.• EASTERN METAL SUPPLY, INC °'DA E: 4268 WEST ROADS DRIVE WEST PALM BEACH, FL. 33407 PHONE-' (561)209-8263, FAX.- (561)841-1715 17-096 "0 amrwrn0m aAs " nEscxvrmw - r DRAWING No OLD 15-Ofi 7/1611 J SHEET 2 OF 14 TAPCONS, Z4414C AWUN, RED HEAD DYNABOLT, CF TAP -GRIP, CALK -IN OR ELCO MALE/ FEMALE PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) r o POURED F CONCRETE REQUIRED (zi ! f W I I 1 " MINIMUM SEPARATION TO j GLASS I I POURED - 1j CONCRETEOR X o BLOCK WALL CONCRETE iW I o REQUIRED TAPCONS, ALL POINT SOUD-SET, J " ZAMAC N)LAV. RED HEAD DYNABOLT, / CF'TAP-GRIP, C4LK-1N OR J ELCO MALE/FE& LE PANELMATE ' ANCHORS (SEE SCHEDULE FOR SPACING) SECTION @ ANCHOR 7/8' x 3/32" WING NUT 0 12" 0. C. o w I I POURED CONCRETE OR CONCRETE X I BLOCK WALL REQUIRED O O SECTION @ STUD TAPCONS, ALL POINT SOLID -SET, 2AM4C AWUN, RED HEAD DYNABOLT, CF TAP -GRIP, CALK-lN OR ELCO MALE/FEMALE PANELM.47 ANCHORS (SEE SCHEDULE FOR SPACING); 1 ! POURED L al ! CONCRETE h c REQUIRED � I N� O 3 Cont. W 1 " MINIMUM I SEPARATION TO GLASS 'J j W 1/4- 0-20 x _T 4" I �+ BOLTS W/ 7/8 x 3/32' WING_ NUT 0 12" O. C. 4 fkf O POURED W CONCRETE OR CONCRETE j BLOCK WALL r REQUIRED t i TAPCONS, 2AM4C AWUN, RED HEAD DYNABOLT, CF TAP —GRIP, C4LK-1N ELCO MALE/ FEMALE PA.NELMATE D Cont. ANCHORS (SEE SCHEDULE FOR SPACING) 10 Cont. TAPCONS, ZAMAC AwUN, RED HEAD — DYNA90LT, CF TAP -GRIP, CALK -IN OR ELCOHALE/ FEMALE PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) POURED CONCRETE o o I REQUIRED p ( W I I w I U � y I w I I � i C , I I 1 I � 0 1� O I W POURED i CONCRETE OR CONCRETE _O Cont. BLOCK WALL REQUIRED TAPCONS, ZAMAC NAIUN, DYNABOLT, CF TAP- K-IN ELCO MALE% PANELVATE ANCHORS (SEE CH FOR SPACING) WALL MOUNTING INSTALLA TION SEC TION 2 SCALE : 3/8" = 1' I " MINIMUM SEPAR47ION TO GLASS w FINISHED WALL (W/ STUCCO) 1 x i J W POURED o CONCRETE w o OR CONCRETE BLOCK WALL I REQUIRED I! 00 Cont. TAPCONS, ZAMAC NNLIN, RED HrADJ DYNABOLT, CF TAP -GRIP, CALK-lN OR AELCO li HORS£/ FETE PANELYAFE j (SEE SCHEDULE FOR SPACING) WALL MOUNTING INSTALLA TION SECTION 1 sa4ar : 3/8- = I - NOTE : DETAIL OF SECTION 0 STUD VALID ALSO FOR WALL MOUNTING INSTALLATION - SECTION 2 (TOP) BUILD SECTh \ a 00 TAPCONS, IC NAIUN, RED HEAD DYNABOLTELCO , CrCF TAP-GRiP, CALK -IN OR \° O E/ FEMALE PANELMATE _ �O ANCHORS AL d Cont. (SEE SCHEDULE FOR SPACING) I 4 Cont. POURED I i + I } CONCRETE ( - o x REQUIRED O I I I a} W I I \\ I I �� I I I W 1 " MINIMUM —SEPARATION TO I 1 ` MINIMUM 4 V GLASS 1 w SEPARATION TO I GLASS w W I z I ` w 1/4" 0-20 x -T 4' I O 42i �4 I I BOLTS W/ 7/8 x J 7 8" x WING NUT 1 x 3/32" WING NUT I O3132' 12" O. C. ( 2 4 10 Cont. I 1 I I / • I c I I C O I I POURED �j W CONCRETE 23 OR CONCRETE 6 Co I BLOCK WALL —-i REQUIRED b 1 ` IAin. 7/4. 0-20 M. S. Ih W/ NUT 0 12" 0. C. TAPCONS, ZAMAC AWLIN, RED HEAD DYNABOLT, CF TAP -GRIP, CALK -IN OR 11 Cont. ELCO MACE/ FEMALE PANEWa7F f ANCHORS (SEE SCHEDULE FOR SPACING) fT or STALLA TION BUILD OUT INSTALLA TION SECTION 4 SCALE : 3/8' too P . .•..... ��I� .• •.• 1 TISTANC HT " `Z(SEE EES +� �: •'•�,CEN,S'�C'•..� . ` No.44167 '•� I i f ® '•..� STATE OF I I 1/4' 0-20 x 3 4" NOTE FOR COMBINATION OF SECTIONS BOLTS W/ 716 t1 3/ ' 2- WING NUT 0 W7ALL/FLOOR/CEILING MOUN77NG SECTIONS CAN BE +•�o�rSs,ONAVV oto 120• C. COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 'fi�ii///fp100 N l `--la) Cont. WALL MOUNTING INSTALLA TION SECTION 2A SCALE : 3/8- = 1- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) C2017 T/LTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.25 - DEEP) DRAWN BY. EASTERN METAL SUPPLY,- INC 07DATE17 1 L E C O 1 N C. 426E WEST ROADS DRIVE TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL. 33407 63W N.W. J6th. St. Ste. J05, vlRCwA rwOals, A M166 PHONE-' (560209-8263, FAX: (561)841-1716 17-096 Phone : (50W7f-1530 . Fox : (JOS)871-1531 EB-0006719 ^' aalt 1kY 1uo A[saerlww a.a DRAWING No WALTER A ALLlT Jr. P.E. 1 O 15-044 7A6/1 3 FLORIDA Lic. 44167 2_ , SHEET 3 OF 14 TAPCONS, ZAMAC NAIUN, CF TAP -GRIP, CAUL-!N OR ELCO MALE/ FEMALE PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) POURED CONCRETE REQUIRED O Ld ALTERNATE LEG LOCATION 1 " MINIMUM SEPARATION TO GLASS 1/4" 0-20 x 314' BOLTS W/ 7/8 x 3/32' WING NUT 12' 0. C. POURED I CONCRETE W OR CONCRETE ! BLOCK WALL ; — REQUIRED 1 TAPCONS, Z—C AWL^ RED HEAD / DYN480LTS (BLOCK ONLY), CF TAP -GRIP,/ CALK -IN 0.R ELCO MALE/ FEMALE i PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) BUILD OUT 10 Cont. 1/4' 0-20 S. S. MACHINE �y BOLT W/ NUT &WASHER C. \ � " Min. N� j--1" 1 " Min. --� L 1/4" 0-20 S. S. MACHINE BOLT W/ NUT & WASHER ® 12" 0. C. 11 Cont. INS TALLA TION - SECTION 5 SCALE : 3,/8" = 1" TAPCONS, CALK -IN OR ELCO M4L£ FEMALE PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) POURED CONCRETE I�I REQUIRED i , ; 1 " POURED CONCRETE REQUIRED TAPCO,vS, GILK--w OR £LCO A, FEMALE PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) TAPCONS, CALK -IN OR ELCO MALE/ FEMALE PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) E. D. — POURED CONCRETE \ REQUIRED -_" t-1' rti I I i 7/8" x 3/32" WING UT ® 12" O, C. CEILING & FLOOR MOUNTING INSTALLATION - SECTION 6 SCALE : 3/8' = I" i I I' MINIMUM I I SEPARATION TO GLASS ` I I f I f I 1/4' 0-20 x 314" E. D. = EDGE DISTANCE 9 Cont. I BOLTS W/ 7/8 x (SEE SCHEDULE ON 3/32" WLNG NUT ® SHEET 6 & 7) f I 12' 0. C. 1.000 I 11.000 NOTE FOR COMBINA77ON OF SECTIONS II it u WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE TAPCONS, CALK -IN OR ELCO ALALE/ �. E FEMALE PAN£LALATE ANCHORS D COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. (SEE SCHEDULE FOR SPACING) POURED CONCRETE --/ REQUIRED FLOOR MOUNTING INSTALLATION - SECTION 5A SCALE: 3/8" = 1 " Cont. 1/4' 0-20 x 3f4" BOLTS W/ 7/8 x 3/32" HANG NUT 12' 0. C. I" MINIMUM SEPARATION TO GLASS 1/4' 0-20 x 314" BOLTS W/ 7/8 x 3/32" WING NUT 12" 0. C. �I `l Cont POURED CONCRETE REQUIRED TAPCONS, CALK -IN OR ELCO M FEMALE PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) IT, E. D. CEILING & FLOOR MOUNTING INSTALLATION - SECTION 7 SCALE : %/l10%II//as®r�'i 4167 ` • • I �400�: CALK -IN, ALL POINTS SOLID -SET OR — ELCO MALE/FEMALE PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) POURED CONCRETE OR CONCRETE 4i BLOCK WALL REQUIRED W I' MINIMUM SEPARATION TO w GLASS A w W 2 a 1 0 A POURED p CONCRETE OR CONCRETE w r BLOCK WALL i REQUIRED _ "T CALK -IN, ALL POINTS SOLID -SET OR �� l ELCO MALE/FEMALE PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) r 7/8 0 WING NUT ONLY APPLICABLE AT MALE PANELM.ATE(TYP.) i W j ' 1 0 I i i w I I I 2 w J i 2 a 0 Z i i i i 1 WALL MOUNTING INSTALLATION (D. M.) - SECTION 8 SCALE : 3/8" = I' * SCREWS USED AT ANCHORS MAY BE 1/4:0-20 SIDE WALK BOLT W/ Q OR 1/40-20 TRUSS HEAD BOLT W/@2&©. * SIDE WALK BOLTS ARE 3/40x3/32"TH/CK HEAD MACHINE SCREW W/ LENGTH AS PER NOTES A.2 & B.2 (SHEET 1). • TRUSS HEAD BOLTS ARE 1/20x1/8' THICK HEAD MACHINE SCREW lY1 LENGTH AS PER NOTES A.2 & B.2 (SHEET 1) FLORIDA BUILDING CODE (Mon High Velocity Hurricane Zone) 02017 TILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.25" DEEP) DRAWN BY: T�i EASTERN METAL SUPPLY, INC 07DATE. ` OINC. 4268 WEST ROADS DRIVE TILLIT TESTING do ENGINEERING COMPANY WEST PALM BEACH, FL. 33407 6J.55 N.W. J6lh. St.. Sto. 305, VRQNw cah»EAts, p_ JJ156 PHONE-- (561)209-8263. FAX- (561)841-1716 17-096 Phone : (305)871-1530 . Fax : (305)97f—l53I EB-0006719 av "° °�+�++ wrr rb mrrwnnw are DRAWING No WALTER A. TILL? Jr. P.E. r MD Is-ou o7/z6p s FLORIDA Lic. 44167 a SHEET 4 OF 14 A REQUIRED ALWAYS 2' x 4' x .725' 3105—H14 OR 6063—T6 ALLOY Cont. Alum. ANGLE — CASE A (Plan.,) SCALE. 1/4" = 1 " POURED CONCRETE OR CONCRETE BLOCK WALL VARIES 3`II REQUIRED \ Ij POURED CONCRETE OR / CONCRETE BLOCK //{ WALL REQUIRED \ II CONCRETE ANCHORS & 12' 0. C. (I U VARIES 3' I ') Max. I OR OR POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE "'-2.500' ANCHORS & 12' O. C. F OR © OR l lS �ll OR O 2• x 2' x .055' �I TO 2' x 5" x .055" OR % O Cont. Alum. ANGLE OR OR .080' 3105—H154 SHEET METAL Alum. 0 BOLT 4' x 4" x .072" BENT PLATE & 24' O. C. 3105—H14 OR 6063—T6 ALLOY W/✓ACKNUT Cont. Alum, ANGLE CASE B (Plan) SCALE. 1/4" = 1" MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L " POURED CONCRETE OR CONCRETE SCHEDULE FORA GIVEN PANEL SYSTEM BLOCK WALL REQUIRED - TAPCON ANCHORS OR ALL POINT SOLID —SET (SEE SCHEDULE FOR SPACING) MAXIMUM A.S.D. DESIGN Mox. PANEL LENGTH L (1t.) NOTE: MINIMUM PANEL LENGTH IS 3'-07: END CLOSURES DETAILS 1 COAT. 2 y I I W 1 ' MINIMUM SEPARATION TO GLASS 1 2 CONT. o %POURED CONCRETE L4 OR CONCRETE BLOCK WALL REQUIRED I TAPCON ANCHORS OR ALL POINT SOLID —SET' (SEE SCHEDULE FOR SPACING) WALL MOUNTING INS SECTION 9 SCALE : 3/8" = 1" V POSITION +) POURED CONCRETE C CONCRETE BLOCK WALL REQUIRED ALTERNATE LEG LOCATION 2" x 3" x .093' 3105 H-14 OR - 6063—T6 ALLOY Cont. Alum. ANGLE WITH ANCHORS & 12' 0. C. ORURED CONCRETE CONCRETE BLOCK WALL REQUIRED 0 }o 3 1/4 ` GAP t o _L o CASE C (Plan) 1/4" = 1 " SCALE.CASED (Plan) • + NO SNAP CAP O T REMAIN CLOSED AT NON HURRICANE CONDITIONS. 1 " MINIMUM SEPARATION TO GLASS I SECTION @ STUD TYP. TOP/BOTTOM Posp TIC( j moN T J�, AA_,A*:.��ENSF •••.:: NO.44167 �*L -of POURED CONCRETE OR CONCRETE BLOC, WALL REQUIRED 7 Q)CONT. 7/8' x 3/32" WING NUT & EA. STUD (OPEN POSInON +) SCALE. 1/4" = 1" CASE E (Plan) SCALE 1/4" = 1' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.25" DEEP) DRAWN BY.• EASTERN METAL SUPPLY, INC DAT 07E:17 �4�',I I L I E C O I N C. 4268 WEST ROADS DRIVE �1T TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL. 33407 t N.W. 36th. St., Ste. 305, NRGINA GARDENS, FL 33166 PHONE.- (561)209-8263, FAX: (561)841-1716 17-096 Acne : (305)871-1530 . Fox. (305)871-1531 EB-0006719 °1a a rrot, w1t I Rcv xo ccsoarla»7 are DRAWING No WALTER A. nLLIT Jr. P.E. r OLD 1a—oe4 7/z6/1 a FLORIDA Lic. 44167 = SHEET 5 OF 14 02017 77LTECO, INC. THIS SCHEDULE /NDl REQUIRED ANCHOR SPACING FOR A GIVEN A.S.D.DESDMGN LOAD AND PANEL LENGTH. MAXIMUM A.S.D. DESIGN PRESSURE RATING (TJ s f) AND CORRESPONDING MAXIMUM HOWEVER MAXIMUM PANEL LENGTH FOR A GNEN ANCHOR I DESIGN LOAD MUST BE VERIFIED As PER SCHEDULE ON SHEET 4. SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES E D. = EDGE DISTANCE SCHEDULE MAXSMIUM A.D. MAXIMUM ANCHORS SPACING FOR E. O. = 3 1/2' •* DESIGN PRESSURE APPLICABLE TO SECTIONS // & MAXI.NUM PANEL TAPCONS ZAM AC DYN46OLT RED HD. DYNABO CALK-IN SOLD -SET PANELMATES CF TAP -GRIP RATING (p'S'r) ANYnO LENGTH TO I+ TO TO TO TO TO TO TO TO CONCRETE I MASONRY CONCRETE MASONRY CONCRETE MASONRY ( CONCRETE MASONRY I CONCRETE TO MASONRY TO CONCRETE I TO MASONRY OF THEM L' (f1.) 12" - 12" ++ - 12` - - - 12" I - 12" - 1 (TOP) 12" 10" 12"+t 12" 12" all 12" 12 12" 12' 12" 10 1/2" 1, 9+(BOTTOla) 12' - 12" - 12' I 12" 12" I 12' 12" I - 12" - 2, 9+(TOP) 12" 10" 12'+-f 12" 12" B. - - 12" I 12" 12" 110 1/2` 2 (BOTTOM) 12" 10" 12" 12" 72" 12' 8" -- I - 12" I 12" 12" I10 1/2" 2A (BOTTOI,() +35.0, -40.0 12" - 12'+t - 12' I - - , - 12" ( - 12" ( - 3 & 4 (TOP) 8'-0" OR 12" ' lO' ++ 12" 12" 12" B. _ _ 12" 12' 12. I f0 1/2" --3. (BOTTOM) OR LESS 12" 10" ++ 12' T2" 12' 8" - - 12" 1P" 12" 10 1/2" 4 (BOTTOM) LESS 12" + - . 12"++ - 12" - - - 12" - 12" - 5 (TOP) 12" 10" 12-++ 12" 12" 8" - - 12" I 12" 12" !10 1/2" 5 (BOTTOM) 12" - - - 12' I 12" - - 6 (TOP) 12" - - - 12" _ ( = = 12" _ - - 6 (BOTTOM) 11- - - - 11' - - I - 12" I - - 5A7(80 _ jla) 11" - - ! - 12' - - i - I 12" - - - 7 (BOTTOM) - I - - - 72" i i 6" 12" 12" 12" 12" - - 8 (TOP/BOTTom) 12" - 12"++! - 12" - - - 12" I - 12" - 1 (TOP) 12" 6" 12"++I 12" 12' 6" 1.2" ` 12" 12' 12" 12" 8 1/2" 1, 9+(BOTTOM) 12' - 12"+t 12" 12' 12" 12" 12" 12" - 12" I - 2, 9f(7-OP) 12" I 8" 12"++ 12" 12 6" - - 12" 12" 12" 8 1/2" 2 (BOTTOIa) 12" g" +t 12 12' 12" 6" - I - 12" 12" 12" 18 1/2" 2A (BOTTOM) +35.0, -40.0 12' _ 12" ++ - 12" - - ; _ 12" _ 12" I - 3 & 4 (TOP) OR 12" 8" 12"+t 12" 12" g" - - 12" 1 12" 12' 18 1/2" 3 (BOTTOM) >8'-O" LESS 12" 8" 12"++ 12" 12" 6" - - 12" 1 12" 12" 18 1/2. 4. (BOTTOM) TO 12" - 12'++ - 12' - - 12" ` - 12" - 5 (TOP) 10 -0' 12" a" 12'++ 12" 12' ' 6" - - 12' 12" 12" 18 1/2" 5 (BOTTOM) 12" - - I - 12" - - - 12" - _ � _ 6 (TOP) 10' - - - 10' I - - -12- ( - - 6 (BOTTOM) 9" - - I - .9- " - - - l2" - - 5A7(B(O7POla) _ 9" - - - 9" i - - - 12" - _ _ 7 (BOTTOM) - - - - 12` 6" 12" 1 12` 12" 12" - - 8 (TOP/BOTTOM) MAXIMUM E SGN DESIGN PRESSURE P SI fG MAXIMUM ANCHORS SPACING FOR E. D. = 3 1/2" •• APPLICABLE TO SECTIONS f & ANY COMBINA770 OF THEIa MAXIMUM PANEL LENGTH L" (ft.) TAPCONS ZAMD. NM48OLINI RED HD. DYNABOLT CALK -IN SOUD-SET PANELMATES CF TAP -GRIP TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE' TO MASONRY TO CONCRETE TO MASONRY TO To TO MASONRY TO CONCRETE TO MASONRY 12' - 12" ++ - 12" ! - - I - 12' ( - 10" - 1 (TOP) 12' 6" 12"+t 12" 12" I 5" 12' 12" 12" 12" 11 1/2" 6 1/2" 1, 9*(BOTTOM) 12" ( 6" 11 "++I - 12" ( 12" 12" 12" 12" 1 - 11 1/2" I - 2, 9t(TOP) 12" 6" 12"tt 12" 12" I 5" - - 12" ( 12" 11 1/2" 6 1/2" 2 (BOTTOM) 12" 6" 12"++ 12" 12" 5" - - 12" 12" 11 1/2" 6 1/2" 24 (BOTTOM) +35.0, -40.0 12" - 12"++I - 12' - - - 12" - 11 1/2" I - 3 & 4 (TOP) OR 12" I 6" 12"++ 12" 12" 5' - - 12" 12" 11 1/2-16 1/2" 3 (BOTTOM) 10'-O' LESS 12' 6" 12"+t 12" 12 5" - - 12" 12" 11 1/2" 6 1/2" 4 (BOTTOM) TO 12" - 12"++I - 12" - - - 12" - 11 112' _ ( 5 (TOP) 12'-11' 12" i 6" 12"++) 12" 12" I 5" - I - 12" 12" 11 1/2" 6 1/2" 5 (BOTTOM) 10' - - - 10" I - - I - 12" I - - I - 6 (TOP) 8" 6 (BOTTOM) 7" ( - - ' - 7' - - - 9 1/2" _ _ _ 5A BOTTOM) 7 (TOP) 7" - 7" - -7- 10" - - - 7 (BOTTOM) - I - - - 12" - 12" 12" 12" 12" - - 8 (TOP/BOTTOM) + ONLY TAPCON ANCHORS OR ALL POINT SOLID -SET ALLOWED FOR MOUN77MG SEC77ON 9. ++ ANCHORS SPACING ONLY VALID FOR ZAMAC NAILIN. * SEE SHEET 8 & 9 FOR ANCHORS TYPE & SPACING FOR INSTALL977ONS INTO WOOD FRAME BUILDINGS. ** MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2', REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E. D. FOR CALK -IN ANCHORS & ELCO PANELMATE IS 2 1/2 ; AND 3 1/2' FOR SOLID -SET ANCHORS). ACTUAL E. D. FACTOR TAPCON ZAMAC NAIUN IDYNA60LT /PAIVELMA7E5 CALK -IN SOLID -SET CF TAP -GRIP J. - .86 .75 .78 1.00 2 1/2" - .71 .50 - .80 2' - .50 1 1/2' .35 - t� 'NPEN4 • . * •' . q Off: 1 =0..CpR10�: ��tO FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02017 77LTECO, INC. 0.050 BERTHA ALUMINUM STORM PANEL L.C. (2.25 " DEEP) DRAWN BY. T I Lll E C O 1NC. TILLIT TESTING & ENGINEERING COMPANY 6355 N.W. J61h. St. Ste. 305, KRGM.4 GARDENS, A 3J16t Phone : (J05)871-1530 . Far : (JON871-1531 WALTER A. TILLIT Jr. P.E. _FLORIDA Lic. if 44167 EASTERN METAL SUPPLY, INC 4268 WEST ROADS DRIVc WEST PALM BEACH, FL. 33407 PHONE' (561)209-8263, FAX' (561)841-1716 No O�D';5- Hv /MTF R[Y1 ttp 07126117 DATE 17-096 DRAWING No SHEET 6 OF 14 THIS SCHEDULE INDICATES REQUIRED ANCHOR SPACING FOR A GIVEN A.S.D. DESIGN LOAD AND PANEL LENGTH. MAXIMUM A.S.D. DESIGN PRESSURE RATING (R s f ) AND CORRESPONDING MAXIMUM ANCHOR HOWEVER MAXIMUM PANEL LENGTH FOR A GIVEN SCHEDULE ON SHA.S.D. DESIGN EET 4. BE VERIFIED, AS PER SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES MAXIMUM A.S.D. DESIGN PRESSURE RATING (P-5.0 MAXIMUM ANCHORS SPACING FOR E. D. = 3 1/2' •• TAPCONS ZAMAC NAILIN/ RED HD. DYNABOLT CALK -IN SOLID -SET RWELM47ES CF 7AP-GRIP To CONCRETE To I MASONRY to CONCRETEI To MASONRY To CONCRETE To MASONRY To CONCRETE To MASONRY To CONCRETE To I MASONRY TO CONCRETE To MASONRY 12" - 12"++ - 12" - - - 12" - 12" - 12" 6" 12'++ 12' 12' 5" 12" 12' 12" 12" 12" 7" 12" - 12"++ - 12" - 12" 12" 12' - 12" - 12" 6' 12"++ 12" 12" ( 5' - - 12" 12' 12" 7" 12" 6" 12"++ 12" 12' S" - - 12" I 12' 12" I 7' t35.0, -40.0 12' - 12"t+I - 12' - - - 12" - 12" - TO 12' 6" 12"++ 12" 12" 5" - - 12" 12" 12" 7" +55.0, -60.0 12' 6" 12"++ 12" 72" 5" - - 12` I 12' 12" 7" 12' - 12"t+ - 12' - - - 12" - 12" I - 12" 6' 12"++I 12' 12' 5" - - 12" 12" 12" 7" 10" I - - - to' 12" - - - 8' ( - - - 8" - - - 12" - - - 7' - - - 7' 10 1/2 ` - - - - - - 11" - - - ` - - - 12" - 12' 12' 12" 12" - - it" 4' 9"++ 8" 11" , 3" 12' 12' 12" 8" 7 1/2-'� 4" 12' - 9"++ 12" 12" - it" 4" 9" 8'11' 3"- - " 4"1J" 4" 9" 8` 11` I 3" - - ff72'7 4' +35.0, -400 11" - 9"++ - 11" - - -TO 11" 4" 9"++ 8" 11' 3" - - 4" +55.0, -60.0 11" I 4" 9" ++ 8" It" 3' - - 12" 8" 7 1/2' f 4" 9"++I - It' - - I - 12' - 7 1/2" I - 11" I 4" 9"++I 8" 11' 3" - - 12" 8' 7 1/2" 4" 6' - - - 6' - - I - 8 1/2' ( - - - 5' - - - 5" I - - - 7" - - - 4" I - - - 4" 6 1/2' - - - 5" - - - 5" - - - 6 1/2" -±LLLI - - 6" - 12" 12' 12" 6 ACTUAL E. D. FACTOR TAPCON ZAMAC AWLIN /DYIMOLT PANELMATES CALK -IN SOLID -SET CF TAP -GRIP .86 .75 .78 1.00 2 1/2' - .71 .50 - .80 2' - .50 - - 1 1/2" .35 - - _ Ll APPLICABLE TO NAX/MUM SECTIONS f & PANEL NY COMBIM4770 LENGTH OF THEM L' ((f.) 1 (TOP) 1, 9+(BOT710M) 2, 9+(TOP) 2 (BOTTOM) 2,4 (BOTTOM) 3 & 4 (TOP) 3 (BOTTOM) 4 (BOTTOM) 5 (TOP) 5 (BOTTOM) 6 (TOP) 6 (BOTTOM) 7 (TOP) 7 (BOTTOM) 1 (TOP) 1, 9+(BOTTOM) 2, 9*(TOP) 2 (BOTTOM) 2A (BOTTOM) 3 & 4 (TOP) 3 (BOTTOM) 4 (BOTTOM) 5 (TOP) 5 (BOTTOM) 6 (TOP) 6 (BOTTOM) 5A BOTTOM 7 (BOTTOM) 83 _o' OR LESS E. D. = EDGE DISTANCE ,.' MAXIMUM MAXIMUM ANCHORS SPACING FOR E. D. = 3 1/2' DESIGN PRESSURE TAPCONS ZAMAC NAIUN/ ,-+ RED HD. DYNA60LT CALK-INSOLID-SEr PANELU47ES CF TAPT t;RIP � APFLT ABLE O SECFtsJh3 �.& M }7yU�} �!yVEL� RATING t NY CQMBIP(A(10!' tL�VGTN (P.S f) TO I TO TO I TO TO TO TO TO TO TO r, CONCRETE MASONRY CONCRETE MASONRY CONCRETE MASONRY TO MASONRY CONCRETE MASONRY CONCRETE MASONRY CONCRETEIAf�4 711 Yy THE 9" - - - 12' - 6" r 12" 5' I1"++ f0" 12" I 4' 12' 12" 12" 9 1/2" 9" 5" 1 .9 f1 M) 12" - 9" - 12' - 12" 12' 12' - 9" I - 2, 9+(70P) 12" 5' 11"++ f0' 12" 4" 12" 9 1/2" 9" 5' 2 (BOTTOM) 12" 5" 11 "++ 10" 12" 4' - - 12' 9 1/2" 9" 5" 24 (BOTTOM) t550, -60.0 12" - 11 "++ - 12" - - - 12" - 9" - 3 & 4 (TOP) 8'-0" TO 12" 5" 11"++ 10" 12" 4' - - 12" 9 1/2" 9" 5' 3 (BOTTOM) OR +75.0, -80.0 12" 5' 11"++ to" 12" 4' - - 12 9 1/2" 9" 5` 4 (BOTTOM) LESS 12" - 11 "++ _ 12" - - - 12" i - 9" - 5 (TOP) 12" I 5" 11' 10" 12' 4' - - 12' 19 1/2" 9" 5" 5 (BOTTOM) 8" - - I - 8" - - I - 10 1/2" j1 - - - 6 (TOP) 6' - - I - 6' - - - 9" - - - 6 (BOTTOM) 5' - - - 5" - - i - 7 1/2' - - - 5A� p�'11) 6" - - I 6' ! - - 8' - - - 7 (BOTTOM) ` - - - 12' - 12" 12" 12' I 6" - - 6 (70P/BOTTOM) 5' - 4"++I - 5' - - I - 8' - 3" 3 1/2" 1 (TOP) 10' ' 3" 8"++ 7" 10' J. 12" 12" 12- 7" 6 1/2" - 1, 9*(BOTTOM) 10" - tt 7' I - 72" - 12- 12" 12" - 6 1/2' - 2, 9t(TOP) 10' 3" 8"++ 7' )0" 3" - - 12" ' 7' 6 1/2' 3 1/2" 2 (BOTTOM) to" 4' 8" ++I 7' 10" 3" - - 12' 7' 6 1/2" 3 1/2" 2A (BOTTOM) +55.0, -60.0 to" - 8" ++ - 10' I _ _ _ 12" - 6 1/2" - 3 & 4 (TOP) TO to" 3" 8"t+ 7" 10' I 3" - - 12' 7' 6 1/2' 3 1/2' 3 (BOTTOM) >8'-O" +75.0, -80.0 10" 1 3" 8"++ 7" 10" 3" - I - 12" T 6 1/2" 13 1/2" 4 (BOTTOM) TO 10" I - 8"++ _ 10" I - - - 12" - 6 1/2' - 5 (TOP) 9' 7• 9" I 3` 8"++ 7" 9" ! 3` - - 12' I6 1/2" 6 1/2" 3 1/2" 5 (BOTTOM) 6' - - I - 6" - - - 7 1/2' I - - - 6 (TOP) 5' - - - 5" I - - - 6 1/2" - - - 6 (BOTTOM) 4' I - - - 4' I - - I - 5 1/2" - - I _ 5A7 BOTTOM 4 - - 4- I - I - i 6" k_1 7(BOTTOM) 6" - 12" 12' 12' 6" -8 (TOP/BOTTOM) + ONLY TAPCON ANCHORS OR ALL POINT SOLID -SET ALLOWED FOR MOUNTING SECTION 9. ++ ANCHORS SPACING ONLY APPLICABLE TO ZAMAC AWLIN ANCHORS * SEE SHEET 7 & 8 FOR ANCHORS TYPE & SPACING FOR INSTALLA77ONS INTO WOOD FRAME BUILDINGS ** MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2' EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2 ; REDUCE ANCHOR SPACING BY MULTIPLYING SPACINGS SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (Min. E. D. FOR CALK -IN ANCHORS & ELCO PANELMATE IS 2 1/2 ; AND 3 1/2' FOR SOLID -SET ANCHORS). FOR THIS OPERATION TO BE MADE REDUCED SPACINGS RESUL77NG FROM APPLYING ABOVE FACTORS SHALL NOT RESULT ON SPACINGS LESS THAN 3` FOR ALL ANCHORS (EXCEPT t4.5' FOR RED HD. DYWOLT ANCHORS). ,FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02017-TILTECO, INC. IL ECO ,N�. TILLIT TESTING & ENGINEERING COMPANY 6J55 N.W. J6fh. St., Ste. 305. WRGWA G4RDDVS, F1, M166 Fhone : (305)871-1530 . Far: (J05)871-15Jr EB-0006719 WALTER A. TILLIT Jr. P.E. )50" BERTHA ALUMINUM STORM PANEL L.C. (2.25" DEEP) DRAWN BY: EASTERN METAL SUPPLY; INC 07DATE. 4268 WEST ROADS DRIVE WEST PALM BEACH, FL J3407 PHONE. (561)209-8263, FAX: (561)841-1716 17-096 tw atuemaN DATE ftV. Fa Fim DRAWING No ot0 r5-oa �/se/� a SHEET 7 OF 14 114 " Mox. GAP 1 6 - SECTION B-B SCALE: 1/8" = 1" 1 /4" AAnv rdP 1 1 14B/6, 14A/6, (WHOLE) (WHOLES) 15,16 B/7 15,16A/7 BUT NOTCHED 1/4 "-20x 1 " S.S. EA CORNER o SIDEWALK BOLTS. BOTTOM AS SEE DETAILS 2/7, SHOWN. 2/15 -.f. I...' u (WHOLE) 7 OR 10 OR 1 14B/6, 14A/6, 15,1 6B/7 15,16A/7 3" CONCRETE ANCHORS (SEE SCHEDULE) 3"-- Max. 1 Min. Max. 1 Min. INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE: 1/8" = I" INTERIORLY REMOVABLE PANEL (D W/ SIDEWALK BOLTS (SEE DETAILS 2/7, 14) CONNECTED TO U THRU 5/810 HOLES AT © Q 6" O.0 & FASTENED AT REAR W1718'Ox3/32" WING NUT B EVERY SIDEN✓ALK BOLT. r .-�jCENSF • " No.44167 ram; STATE of t" CONCRETE ANCHORS (SEE SCHEDULE) ^ o 0 CONCRETE ANCHORS (SEE SCHEDULE) o I I I I I r I POURED L4 CONCRETE REQUIRED I I I I I I o I POURED 4; 3 Cont. I CONCRETE REQUIRED I I I I I I I I I I EXIS77NG J. GLASS' I I GLASS I' Min. SEPARATION I 1 " Min. SEPARATION ! I I cxi, I TO GLASS TO GLASS j I I J I I I I o I I I I I 16 DETAIL 2/7 1/4" 0-20 x 1" SS.M.S. x �_ W/ 7/8. 0 x 3/32" WING NUT ® 12" 0. C. I I I t z 1/4" CI 20 x 1" SS.M.S. W/ 7/8" 0 x 3/32" I i I k WING NUT ® 12" 0. C. POURED CONCRETE OR CONCRETE BLOCK WALL o € I I I POURED J REQUIRED 4 G CONCRETE OR CONCRETE E BLOCK WALL o I I REQUIRED W — I I CONCRETE ANCHORS _.375" (SEE SCHEDULE) I -® CONCRETE ANCHORS — 375" Cont. _�F (SEE SCHEDULE) i—T SECTION 10A WALL MOUNTING INSTALLATIONS SECTIONS 10 SCALE : 3/8" = 1 " Cont. SECTION 10B Cont. 3 2 h tv Y/8 INTERIORLY REMOVABLE PANEL(Y)WI SIDEWALK BOLTS ,(SEE DETAIL 2) CONN TED TO 16 THRU 5/8 C HOLES AT 16 ® 6" O.0 & FASTENED AT' REAR W 7/8 Px3/32" WING NUT ® EVERY SIDEWALK BOLT. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zane) 02017 TILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.25" DEEP) DRAWN BY: EASTERN METAL SUPPLY, INC 07 26117 L E C O I N C. 4268 WEST ROADS DRY TILLIT TESTING do ENGINEERING COMPANY WEST PALM BEACH, FL. 33407 6355 N.W. 30. SL, Sic. 3o5, WRQ1M4 GIRD s, a M166 PHONE.- (560209-8263, FAX(561)841-1716 17-096 Fhone : (305)871-153o . Fox : (305)971-1531 EB-0006719 &T.. V. Mom u1F F"' ft cescranav arrr DRAWING No WALTER A TILUT Jr. P.E. 1 OLD 15-044 7/26/1 a FLORIDA Lic. 1 44167 2 1 1 4 SHEET 8 OF 14 CONCRETE ANCHORS E. D. (SEE SCHEDULE ) CONCRETE ANCHORS (SEE SCHEDULE) POURED CONCRETE REQUIRED I I \ . EQ• —#N POURED CONCRETE Ijl REQUIRED — EQ. -T T - ED. I o I ! 1 I I h} I I ! _ 5 Cont. ! I I ! I I 1 3� I i I I ! I I 1 I" Min. SEPARATION TO GLASS 1" Min. SEPARATION L 1 1 TO GLASS 1 ! 2 AF71 I y I DETAIL 2 I I a I I 1 7/8" 0 x 3/32" k j ! I I WLNG NUT 0 16 ! I EVERY STUD ( I I 0 12" 0. C. I 10 ! ! � I Cont. I I 1 Cont. �' � EDGE OF I ry I POURED CONCRETE I 1"� SLAB IF REQUIRED I I APPLICABLE �t -E, D. CONCRETE ANCHORS (SEE SCHEDULE) POURED 1 CONCRETE REQUIRED ( EQ. I EQ. - —O5 Cont. I 1 "Min. SEPARATION TO GLASS 4i I ( 1 y w I 2 I I W I c 7/8" 0 x 3/32" WING NUT 0 i 7/8' 0 x 3/32' i E E ZY SOTUD I WING NUT 0C. I EVERY STUD 0 12' O. C. 17 Y/8 i ICont. ALTERNATE LEG LOCA77ON CONCRETE ANCHORSjE. D. / / / / / EDGE OF (SEE SCHEDULE) POURED CONCRETE I ! 1- f SLAB IF REQUIRED /I (I APPLICABLE CONCRETE ANCHORS J/ t- (SEE SCHEDULE ) I -- E. D. SECTION I IA SECTION_ 11 B INrE3 LE N SIDEWALK 80LT5EEDLTOW CEILING &FLOOR MOUNTING INSTALLATIONS cANN TED TO THRA 5/8 G HOLES AT 16 0 6" O.0 &FASTENED AT REAR W 7/8 Ox3/32" WING NUT SECTIONS 11 0 EVERY SIDEWALK BOLT. SCALE: 3/8" = 1' .1875' 1/4 =2oxr' S.S. SIDEWALK BOLTS,, �"�"''j W/3/4- SLOREO HEAD, FIXED 16 I I INTERIORLY REMOVABLE PANEL THRU KEY HOLE O2 0 6" O.C. FW/ 1/4/� =20 NUT AT REAR. � 1 ) 718' 0 x 3/32" WING NUT 0 6' 0. C. .1875" UI _.050" \-114 HOLE 0 6. O.C. DETAIL 2 — INSTALLATION OF 1f4"xl" _SIDEWALK BOLTS 0 REMOVAB,L PANEL SCALE.• 1' = T' (7 REMOVABLE I PANEL E. D. = EDGE DISTANCE (SEE SCHEDULE ON SHEET 10 & 11) NOTE FOR COMBINATION OF SECTIONS FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. CONCRETE ANCHORS E D. (SEE SCHEDULE ) POURED �- E. D. CONCRETE REQUIRED I I I— EQ. 0 I u POURED CONCRETE CONCRETE ANCHORS Cont. 6 tj y I' Min. SEPARATION TO GLASS DETAIL i 2 - M n 7/8' 0 x 3/32' I WING NUT 0— EVERY STUD 0 12" O. C. 17 Cont. EDGE OF ALTERNATE LEG ;n SLAB IF LOCATION N APPLICABLI# REQUIRED - (SEE SCHEDULE I I I I POURED CONCRETE REQUIRED SECTION 12A SECTION 12B CEILING & FLOOR MOUNTING INSTALLATION SECTIONS 12 SCALE : 3/8' = I" Cont. Y/8 CONCRETE ANCHORS (SEE SCHEDULE) I INTERIORLY REMOVABLE PANEL O7 W/ SIDEWALK BOLTS ,(SEE DETAIL 2) CONNECTED TO 6 THRU 5/8.0 S HOLES AT 16 0 6" O.0 & FASTENED AT REAR W17 7/8"0z3/32' WING NUT 0 EVERY SIDEWALK BOLT, •� c S. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 TUTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. A. ��{ 4 (2.25 DEEP) DRAWN BY. . ` EASTERN METAL SUPPLY, INC 07126117 STE OF ...O 4 • .� .. •• Ti L E C O 1 N c. DATE: � �` �' 4268 WEST ROADS DRIVE 1/0NA%X TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL. 33407 �' 6355 N.W. 36th. SL, Ste. 305, WRVAIA GANDERS, n. 33766 PHONE.- (551)209-8263, FAX. (561)841-.1716 17-096 sa,�ypl®d(1f,• Phone : (305)6 EBi 0006719 (305)87l-153J av Ia AE3=PMW DAM M. ne �� DRAWING No WALTER A. 77LLlT ✓� P.E. I OLD l5-OH 7% 6/! J FLORIDA Lic. 44167 = SHEET 9 OF 14 I I - MAXIMUM APRE SURE PRESSURE RATING (p,a.T.) REGULAR TO CONCRETE 12" 12" 12' TAPCl7N5 TO &OCK N/A 4' N/A CRET£--FLEX TO CONCRETE 12" 12' 12' S14 TO BLOCK N/A 10" 7' ZAWC TO CONcRE7E N/A N/A N/A NAIUN TO BLOCK N/A N/A N/A CALK-W TO CONCRETE 12' 12" 12' H4.t7MUAl ANCHORS TO BLOCK N/A 9" 6 1/2' SPACING SOLID TO CONCRETE N/A N/A N/A FOR E A - -SET TO BLOCK N/A N/A N/A 3 112' Y' CF TAP TO CONCRETE N/A N/A N/A -GRIP TO BLOCK N/A N/A N/A PANELU47U ro CONCRETE 12' 12' 12' TO 6LOCK N/A 8 6' PANELWYE In CONCRETE 12" 12" 12' PLUS TO BLOCK N/A 7 1/2 5 1/2' f10 SS. To CONCRETE 72" 12" 12 TAFCON TO BLOCK IV/A 6" 4' APPLIC45LE TO SEC77ONS / t �OF J}4nON 10 (TOP) 10A (BOTTOM) 10B (BOTTOM) MA 4(UM PANEL LENGM 1' (a) 9'-0" OR LESS -63.5 11 f/2 8 112' N/A 11 1/2' 8 1/2 NIA N/A N/A NIA NIA 12' 12' N/A 12" 12' N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA N/A N/A N/A N/A N/A 12' 7 1/2' N/A 12' 7 1/2' N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A NIA N/A N/A N/A N/A N/A N/A N/A N/A N/A 12' 11 1/2" 3' 12" 11 1/1" N/A N/A N/A N/A N/A 12' 11' J. f2" N/A N/A N/A N/A 12' 9 1/2" 3' 12' N/A N/A N/A N/A I (TOP) 11A (BOTTOM) i1B (BOTTOM) 12 (TOP) It" N/A 9 1/2" N/A 12A (BOTTOM) N/A N/A N/A N/A N/A 3' N/A NIA N/A I !J/A N/A 4' NIA I 4" N/A 4' NIA 12B (BOTTOM) * MAXIMUM ANCHOR SPACINGS ARE VAUD 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 OWING FACTORS (NOTE-- Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2 ) FOR THIS OPERATION TO BE POS/BLE• REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN M/N/MUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E. D, REGULAR TAPCON do ZAMAC NAIUN• CRETE--FLEX SS4 do 410 S.S. TAPCON PANELMATE OR PANELUATE PLUS. CAL( -IN SOLID -SET CF TAP -GRIP 3 - B6 .75 .78 1.00 2 1/2" - .71 .50 - .80 2 - .50 _ _ - 1 1/2' 0.35 1_ - ** LIMITED TO 5'-4 " MAX. SPAN. E D. = EDGE DISTANCE ANCHORS LEGEND ANCHOR TYPE Min. ANCHOR SPACING 410 S.S. TAPCON, ZAMAC NAILING, CF TAP -GRIP, PANELMATE OR PANELMATE PLUS. 3.0" CALK -IN 2.5' SOLID -SET 3.5,' CRETE FLEX SS4 6.0' REGULAR TAPCON /N BLOCK 4.6' REGULAR TAPCON IN CONCRETE 3,0" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 770EC9, INC. 0.050- BERTHA ALUMINUM STORM PANEL L.C. (2.25 - DEEP) DRAWN BY. ILI C EASTERN METAL SUPPLY, INC 07DATE.•17 i. � O 1 N C . 4268 WEST ROADS DRNE TILLIT TESTING do ENGINEERING COMPANY WEST PALM BEACH, FL 33407 6355 N.W. 36M. St.. See. 305. r,RGXL4 GARDENS, FL M165 PHONE.' (560209-8263, FAX: (561)841-1716 17-096 Phone : (J05)571-?SJO . Fox : (JO5)B7t-JSJi EB-0006719 RLv ^ P=mpwm ar£ T Rrv. lk aye DRAWING No WALTER A TILL/T Jr P.E. r OLD 1s-Du 7/26/t J FLORIDA Lic. 1 44167 � � SHEET 10 OF 14 AL TERNA TI VE 1 1 40 LAG SCREWS 0 6" O.C. W/ 1 1/2' Min. THREADED PENETRAT70M TO MS77NG WOOD HEADER. 1 .500" ! 0.250" i w �J_ i ~ 2 W I" MINIMUM SEPARATION TO I GLASS 2 I R I 7/8' 0 x o 3/32" WING EQ I NUT © EVERY --- I STUD 0 12' O.C. EO ? 1.000' 0 Cont. f 2"REQUIRED T 1/40 LAG SCREWS 0 6' O.C. W/ 1 1/2' Min. THREADED PENETRATION 0 MIDW07H OF PLATE t AL TERNA TI VE 2 I" M/NLMUM I 1 SEPARATION TO GLASS i 1/4' 0-20 x 314' BOLTS W/ 7/8 x 3/ ". WLNG NUT 0 12' O. C. I �/)Cont. 0.500' 1 \j/40 LAG SCREWS ® 6' 2" x 4" PLATE 0. C. W/ 1 1/2" Min. REQUIRED r THREADED PENETRATION 0 MIDWID774 OF PLATE. t AL TERNA TI VE 3 1/4 0 LAG SCREWS 0 6" O.C. W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING WOOD HEADER. "7`=3-1Max. 500' 10.250' 2' } i 3 Cont. I 1 30 WOOD HEADER REQUIRED I I 2 _ I Z I ] 2 1. M/N/MUM ( 1/4" 0-20 x a SEPARATION TO BOLT V// W GLASS I 7/8" 0 x 3/32" Q WING NUT 0 4 EMERY STUD 0 x 12" O. C. i I I ( III Cont. 1/4 0 LAG SCREWS 0 6' 0. C. W/ 1 1/2" Min. i 2" x 4' PLA, TE THREADED PENETRATION 0 REQUIRED - MIDWIDTH OF PLATE A AL TERNA TI VE 4 Mi .i i, r WOOD HEADER REQUIRED 1 " MINIMUM SEPAR4770N TO - GLASS 1/4' 0 x 3/4' 1TW BUILDEX TEK SCREW a 6D.C. J. Mia. -- I- x 2" x .125' (Min.) ALUM. TUBE W/ 1/4" 0 LAG SCREWS 0 6' O.C. W/ 1 1/2" Min. THREADED PENETRA770N TO EX/ST7NG WOOD HEADER. 1' 0.250' ___ Cont. I w I m I W 2 i w twn I I i I 1 W 2 I Q 1/4' 0-20 x 4 BOLT W/ o 7/8" 0 x 3/32 WING NUT EVERY STUD 12" 0. C. 1/4' 0 LAG SCREWS 0 6" O.C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD HEADER. + 0.250' 0.50D' M°x. 1 1 -WOOD HEADER REQUIRED I' MINIMUM :PAR4TION TO GLASS 1/4' 0 x 3/4" ITW BUILDER TEK SCREWS 0 6' D.C.- .500" 4 Cont. ( I ] I I I 1 I 7/8' 0 x /3/32' WING NUT ® EVERY T I STUD 0' 12" O. 1 " 0 LAG SCREWS 0 6" C. W/ 1 1/2" Min. THR EL PENETRATION TO EX1ST! WOOD HEADER. 0.250" Max. 0.500" i Min. I I 40 -- t Cont. WOOD HEADER �- REQUIRE m I ] � 2 I' MINIMUM I SEPARA7ON TO 4wi GLASS I At h y I U i J w 0.500" I a i 6 Cont. 1 Bi 4" 0-20 x .14" LTS W/ 7/8 x w 10 Cont. I W000 STUD 3 32" WING NUT 0 WOOD STUD 0 /410 24" 0. C. 1 " O. C. a 24" 0. C. w h BOLTS ® 12" O. C. REQUIRED 11 1 1 " x 4" x . 125" (Min.) WOOD STUD } 6063-T5 Alum. TUBE (Cont.) 0 24" 0. C. .500" REQUIRED Min. (2) 1/4" 0 LAG SCREWS -l` C I STUD (M/DWLDTH OF STUD, 2" Min. NOMINAL) AND W/ 2" Min. THREADED PENETRATION INTO EXISTING STUD. AL TERNA TI VE 5 WALL MOUNTING INSTALLATIONS SECTIONS A SCALE : 1/4" = 1" Cont. W/ NUT & WASHER 1' x 4" x .125' (Min.) 6063-T5 Alum. TUBE (Cont.) (2) 1/4" 0 LAG SCREWS 0 EACH STUD (MI0VI/D7H OF STUD, 2' Min. NOMINAL) AND W/ 2" Min. THREADED PENETRATION L INTO EXIS771VG STUD. AL TERNA TI VE 6 NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING UP TO +65.0. -72.0 psf AND PANEL'S LENGTHS UP TO 9'-0". 2. FOR WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, V// SPECIFIC DENSITY OF 0.55 OR EQUAL. NOTE FOR COMBINATION OF SECTIONS WALL MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. INSTALLATION DETAILS O� EXISTING WOOD BUILDINGS _Z4-' 0 LAG CREWS 0 6" O.0 W/ 1/2" Min. READED P NL7RA77ON IDTH JOF PLATE. AL TERNA TI VE FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 771.7ECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.25" DEEP) DRAWN BY.mmt\ EASTERN METAL SUPPLY, INC 07 26117 /1171LIECOI N C. 4268 WEST ROADS DRIVE TILLIT TESTING do ENGINEERING COMPANY WEST PALM BEACH, FL. 33407 6355 N.W. 360. R, See. 305. KRG"NAA G4RDfnS, R. 33166 PHONE' (561)209-8263, FAX: (561)841-1716 17-096 Phone : (305)671-1530 . Fax .* (305)871-1531 EB-0006719 ffy. Ab DZSW °« I ny.. 1s v=r voN arc DRAWING No WALTER A. TILLIT Jr. AE I oco u-au 0712511 3 FLORIDA Lid. 44167 = SHEET I1 OF 14 1/4" 0 LAG SCREWS 0 6" 0. C. W/ 1 1/2" Min. THREADED _1t PENETRATION TO EXISTING0-20 WOOD 1/4" 0-20 ELCO HEADER. molelfemale PANELMATE 0 12' f / Cont.O. C. 0 Ol & 6"0.C.0" 0-20 S S BOLTS ® ' W/ 1 7/8" Min. r12-O. C. W/ NUT & WASHER PENETRATION t 1 " Min. 0.250" j Max.- j 0.500" 2" I Min-1 2' ,-V : i 5 Cont. o WOOD HEADER I - j, , I J d REQUIRED I 1 1 " MINIMUM i 1 WOOD HEADER REQUIRED 1 ti SEPARATION TO I m 2 GLASS r " i W r ti 1 MINIMUM It o SEPARATION T AL TERNA TI VE 8 W GLASS '� Z 4f t A--- J 1/4" C ITW BUILDEX TEK SCREWS 0 6" O.C. I �' o 1/4" x BOLT 3/4' BOLTS W/ I " a I WINGNUI T 0 12' O.C. x tEQ .7`.•" � 1 lEQ �� I 3" 1.500" 9 I 1 WOOD STUD r } 0 24" 0. C. REQUIRED 'QmmB= ME A L TERNA TI VE 9 I Cont. 1 0.500" m,r ALTERNATE LEG LOCATION Min. h12- /4' 0-20 S. S. BOLTS 0. C. W/ NUT & WASHER. 11 Cont. I' x 4' x .125' (Min.) 6063-T5 Alum. TUBE (Cont.) �(2) 1/4" 0 LAG SCREWS 0 EACH STUD (MIDWIDTH OF STUD, 2" M7n. THREADED NOMINAL) AND W/ 2' MIN. PENETRATION INTO EXISTING STUD. 1 CONT. 2' Min.l WOOD HEADER ^REQUIRED F-- 1 " MINIMUM SEPAR477oN TO GLASS .0 ACONT.IX WOOD --1/4" 0-20 ELCO PLATE male/female REQUIRED WOOD PANELMATE B 12" PLATE O. C. W/ 1 7/8" REQUIRED Min. PENETRATION 0 _ MIDWIDTH OF PLATE AL TERNA TI VE 10 WALL MOUNTING INSTALLATIONS SECTIONS A SCALE : 1/4" = 1" NOTE FOR COMBINATION OF SECTIONS: FLOOR/ V/ALL/ CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. NOTES: 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING UP TO +65.0, -72.0 psf AND PANEL'S LENGTHS UP TO 9'-0". 2. FOR WOOD FRAME CONSTRUCTION: WOOD IdEMBERS TO BE SOUTHERN PINE No. 2, V// SPECIFIC DENSITY OF 0.55 OR EQUAL. EQ EQ WOOD PLATE REQUIRED �I L I 1 " MINIMUM SEPARATION - TO GLASS 1/4' 0 LAG SCREWS 0 4" O. C. W/ 1 1/2" Min. THREADED PENETRATION TO EXISTING WOOD BEAM._ POSITION •) _1/4' 0 LAG SCREWS 0 6" O. C. W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING WOOD } HEADER. 1/4" 0 LAG SCRE{VS 0 4" 0. C. W/ 1 1/2" llin. THREADED PENETRATON - TO EXISTING WOOD BEAM- �x B" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION 4-x 8" (Min.) EXIS771VG WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OF ARCHITECT PRIOR TO SHUTTER INSTALLATION. J w 9 Cont. � 1 1/4' 0-20 x 314" p I I 5 O U BOLTS W/ 7/8 x W j Cont. j 3/32" WING NUT m i to " ; 0 12' 0. C. 0 Q Eo — I vl 4; 1 MINIMUM I & 0 6" 0. C. 0 © ti 1" MINIMUM I ti SEPARATION TO ' i 1 o Z SEPARATION TO I Z lz GLASS W GLASS 1 W J � o I 7/8" x 3/32" Z j W g WING NUT 0 4 10 j 12' O. C. 2" x 6 o J I t 2' x 6" WOOD DECK Cont. I WOOD REQUIREDCK OR 9 REQUIRED Cont. I t / }7/4' 0 LAG SCREWS 0 6" O. C. W/1 I THREADED PENETRATION € -. 0 MIDWIDTH OF PLATE I I (OPEN POS1770N r) I I ; I 1 CONTT, I 7/8" x 3/32' WING NUT EA. STUD f I • NOTE: SNAP CAP © TO YT REMAIN CLOSED AT 9ON HURRICANE COND177ONS. 1 ONT. (OPEN POSITION �) / �'� \1/4" 0-20 x 3 4" �V4" 0 LAG SCREWS 0 `1/4" 0 LAG SCREWS 0 BOLTS Y// 7/8� _ 4" 0. C. W/ 1 1/2" M;n. 4' O. C. W/ 1 1/2" Min. 3/32" WING NUT THREADED PENETRATION. THREADED PENETRATION. 0 12" O. C. AL TERNA TI VE 1 AL TERNA TI VE 2 CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS B SECTION ® STUD TYP. TOP/BOTTOM AL TERNA TI VE 11 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS SCALE i,�fj�/1o//iis�r-- .167 •: :•l�TATEOF FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) m2017 TKTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.25 " DEEP) DRAWN BY: EASTERN METAL SUPPLY, INC 07DATE:17 L E C O I N C. 4268 {PEST ROADS DRNE TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL 33407 6355 N.W. 36th. St, Ste. 305. Y,RG:,1U W?DFJIS R. JJ166 PHONE' (561)209-8263, FAX: (561)841-1716 17-096 Phom : (J05)871-15J0 . Far : (305)871-1531 EB-0006719 o w aIr +". H. xrrxvmw DATE DRAWING No WALTER A. TILUT Jr. P.E. r OLD 15-0H 712611 a FLORIDA Lic. 44167 SHEET 12 of 14 EO EO Fll11410 LAG SCREWS a 6" 0. C. W/ 1 1/2" MIN. TF—THRE40ED PENETRATION TO XISTING WOOD HEADER. 500 •250' " . /' Max. =1+-;� WOOD HEAT REQUIRED 1 " Min. SEPARATI0i TO GLASS GL45 . Cor O3 Cont. 3 O m -(/ 4Itii 2 w may.. z W lam" z C 1 k 0 .1/4 C-20 S.S. BOLTS W/ 7/8 F x 3/32' WING NUT ® 12' 0. C. 1 4 C LAG SCREWS ® 6" 0. C. W/ 1 1/2MIN. THREADED PENETRATION 2' x 4" PLA MIDWIDTH OF PLATE II:�I AL TERNA TIVE 12A 1/4 C LAG SCREWS ® 6- 0. C. W/ 1 1/2- MIN, THREADED PENETRATION TO EXISRNG WOOD HEADER. 250" .500" Max. 2' I Mn. j �3 Cont. WOOD IADER REQUIRED .� 1 30 I 1' Min. O SEPARATION TO GLASS Z W 1 -TAIL 2;15� I x ti 3/4- W 1— 1 16 2 1/4 4-20 S.S. x BOLTS {'// �7/8 E x 3/32" WING NUT Y�$ ® 0 12" 0. C. Y11i I Cont. \ 1 4 0 LAG SCREWS ® 6" 0. C. W/ 1 27/32" Min. PENETRATION 2" x 4' PLAT MIDWIDTH OF PLATE: REQUIRED INTERIORLY REMOVABLE PANELOI W/ SIDEWALK BOLTS SEE DETAIL 2) CONN CTED'TO 16 THRU 5/8 C HOLES T FASTENED AT REARW16 %8 Ox%32" NUT AL TERNA TI VE 128 * ® EVERY SIDEWALK BOLT. _WALL YOU -NOG INSTALLATIONS SECTIONS I * VALID FOR Max. +63.5, —63.5 psf. SCALE : 114" = 1" A.S.D. DESIGN PRESSURE RATING. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 2017 TILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.25 " DEEP) DRAWN BY.• EASTERN METAL SUPPLY; INC 0712 72 E!7 �71�1 E c o I N C. 4268 WEST ROADS DRIVE TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL. 33407 6355 N.W. 36fh. St.. Sfo. 305, VIWW C.4RDEN� n J'V166 PHONE. (561)209-8263, FAX(561)841-.1716 17-096 Phone : (305)871-1530 . Fox : (305)87f—f53f EB-0006719 "° 611E I m: ne Dm=r.-T w arr DRAWING No WALTER A. TILLIT Jr. P.E. r ota u-ou 7/76p 3 FLORIDA Lic. f 44167 2 1 SHEET 13 OF 14 11410 S.S. LAG SCREW 0 4" O.C. W/1 1/2" MIN. THREADED PENETRATION SEE SCHEDULE FOR Min. SEPARATION TO GLASS G 11410 - LAG SCREWS F W/1 1/2" M/M. THREADED PENETRATION 7/8' c x 3/32' WING NUT o 06"O.C.� _1875' ALTERNATIVE 5 Cont. 11410 S.S. LAG SCREW 0 4" O.C. W/1 1/2' MIN. THREADED PENETRATION —4" x 8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CER77FIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. r \ + ) 0.25' W 1 2 w t ti 2 W 2 a b 8" 0 x 3/32" VG NUT 0 ERY STUD 12" O. 0, 1 2" x 6" --WOOD DECK REQUIRED EXISTING SEE SCHEDULE GLASS FOR Min. SEPARATION TO GLASS F 1/4 0 LAG SCREWS 0 2" O.C. W/1 1/2' MIN. THREADED PENETRA77ON + ALTERNATIVELY, TRACK (@ MAY BE ATTACHED TO HOLLOW CEILING AS PER DETAILS SHOWN ON ALTERNATIVE 9A, SHEET 13. 0.25" Cont. W 7/8" 0 x 3/32" WING NUT & Y�g EMERY STUD 0 12" O. C. 2' x 6' —WOOD DECK REQUIRED INTERIORLY REMOVABLE PANEL Ol W/ SIDEWALK BOLTS�,SEE DETAIL 2) CONN CTED TO 11 TNRU 5/8"0 HOLES AT 11 0 6" O.0 & FASTENED AT REAR W 7/8 Cx3/32" V✓ING NUT 0 EVERY SIDEWALK BOLT. 13A ALTERNATIVE I W _CEILING do FLOOR MOUNTING INSTALLATIONS SECTIONS 13 SCALE : 7/4' = 1' 1875' 1/4' ;20x1' S.S. SIDEWALK BOLTS, W/3/4' SLOTTED HEAD, FIXED ZO INTERIORLY REMOVABLE PANEL (1} TNRU KEY HOLE O2 0 6' O.C. 1 W/114 =20 NUT AT REAR —I l---.050' '­V HOLE o 6' O.C. DETAIL 2 — INSTALLATION OF f 4 x1 ' -SIDEWALK BOLTS Q ZABLE Pe1vEi SCALE: 1' = 1" REMOVABLE PANEL 1/410 S.S. LAG SCREW 0 4" O.C. W/1 1/2" MIN. THREADED PENETRATION SEE SCHEDULE FOR Min. SEPARATION TO GLASS Cont. - ALTERNATE rLEG LOCATION 1 1.125" 11410 S.S. LAG SCREW 0 4' O.C. W/1 1/2" M1N. THREADED PENETRATION —4" x 8' (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CER77FIED BY REGISTERED ENGINEER OR ARCH17ECT PRIOR TO SHUTTER INSTALLATION. C i 0.25' W 2 7/8" 0 x 3/32" WING NUT EVERY STUD 0 12' 0. C. EXISTING SEE SCHEDULE GLASS FOR Min. SEPARATION TO GLASS 2' x 6' WOOD DECK REQUIRED Cont ALTERNATE LEG LOCATION 7 — —1.1; ze iwk . �P • ZENSF ?� f.E � F �Ac 1 7- Cant. 3 O 1 m 2 W `. 1 � z W J j DETAIL 2 W e C 7/8' 0 x 3/32" c WING NUT 0 Y/8 EVERY STUD 0 12' O. C. I 2' x 6' . WOOD DECK T., REQUIRED INTERIORLY REMOVABLE PANEL OI W/ SIDEWALK BOLTS SE£ DETAIL 2) 1/4 6 LAG SCREWS & 2" O.C. 1/410 LAG SCREWS ®4" O.C. CONN TED TO 11 THRU 5/8 0 W/1 1/2' MIN. THREADED PENETRATION W/1 1/2" MIN. THREADED PENETRA77ON HOLES AT 0 6" O.0 & FASTENED 11 AT REAR W 7/8'0x3/32" WING NUT 0 EVERY SIDEWALK BOLT. ALTERNATIVE 14A ALTERNATIVE 14B CEILING dtr FLOOR MOUNTING INSTALLAT/ N� SECTIONS 14 SCALE : 1/4" = 1 " NOTE FOR COMBINATION OF SECTIONS: FLOORCEILING MOUNTING SECTIONS CAN BE COMBINED /N 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, —65.0 psf AND PANELS LENGTHS UP TO 9'-0-. 2. FOR NEW WOOD FRAME CONSTRUCTION: VIOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 77LTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. . (2.25" DEEP) DRAWN BY: EASTERN METAL SUPPLY, INC 07 26/•17 ' E C O I N C. 4268 WEST ROADS DRIVEDA T. TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL. 33407 6555 N.W. 36th. St., Ste. 305. V.RGWA GARDENS fx 3Jf66 PHONE.• (561)209-8263, FAX: (561)84J-1716 17-096 Phone : (305)871-1530 . Far : (305)871. FL EB-0006719 "ry N. O11F av N• rxsaarnoN CA DRAWING No WALTER A. TILLIT Jr: OLD 15-044 7/76/1 a FLORIDA Lic. 44167 SHEET 14 OF N