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HomeMy WebLinkAboutBuilding Plans_GENERAL NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUA77ON 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 ME BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI—DADS / BROWARD COUNTIES). 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 A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-10 FOR INSTALLATIONS UNDER 2017 FBC AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 8 THRU 9. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 5 THRU 9. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33,' INCREASE 1N ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1. 60 WAS USED FOR VERIFICATION OF FASTENERS IN WOOD. STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AIL REPORTS # 0121.01-98R, # 0329.01-00, # 0525.01-00 AND 110512.01-03 AND #0617.02-04, AS PER IMPACT TESTING EQUIVALENT TO ASTM E-1996 STANDARD & ASTM E 330-02 STANDARD, LIMITED TO INSTALLATIONS WITHIN WIND ZONES 1, 2 & 3 AS DEFINED BY ASTM E-1996 STANDARD; AND J0221.01-01 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 IATION 6063—T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. STORM PANEL COMPONENTS 14 STUDDED PLATE AND 15 SNAP CAP ARE PATENT PENDING. 4. ALL SCREVIS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 W/ 50 ksi 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 ANSI 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" 0 TAPCON ANCHORS AS MANUFACTURED BY I.T.V1. BU/LDEX. 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. NOTES: A. 1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS IS 1 3/4 ; FOR ZAMAC NAlLlN ANCHORS IS 1 3/8'; FOR ELCO PANELMATE ANCHORS IS 1 3/4" AND FOR CF TAP —GRIP ANCHORS lS 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 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1 " MINIMUM FOR WALLS WITH NO 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" 0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS V/1TH 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 V/ALL: - 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 7RU—FAST CORPORATION. - 1/4" 0 ZAMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS, INC. - 1/4" A x 7/8" CALK —IN ANCHORS OR ELCO mole & 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" 0 RED HEAD DYNABOLT SLEEVE ANCHORS AS MANUFACTURED BY 1.T.W BU/LDEX. RECEIVED OCT' 2 7 2020 pepf,;ttir)g Department St. NOTES: B.1) MINIMUM 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. N0 EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4 0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. 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 WIT14 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 B.2) ABOVE. (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDA77ONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. Z 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 IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR WOOD FRAME BUILDINGS. 9. THE INSTALLATION CONTRACTOR 15 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. (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. (ti) 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 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. I I. SHUTTER MANUFACTURERS 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. •`mF CENSF'• N0.44167 99"— THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FLORIDA BUILDING CODE (Non High Velocity Humor 02017 ntTECO. INC. 0.050" BERTHA ALUMINUM STORM PANEL (2.25 " DEEP) EASTERN METAL SUPPLY, INC L E C O I N C. ri4268 WEST ROADS DRIVE TILLIT TESTING & ENGINEERING COMPANY Wc-3T PALM BEACH, FL. 33407 6355 N.W. 36th. St., Ste. 305, V1?G Z4 WDENS, R 33f66 PHONE. • (561)209-8263, FAX. • (561)841-1716 Phone : (J05)87f-1530 . Fax : (305)871-1531 A. OLD cone Zon, L C. DRAWN BY.• 07126117 DATE.• 17-096 DRAWING No SHEET I OF 14 \ r 1 f 4.845' (TOTAL WIDTH) 8.845' (TOTAL WIDTH) N 12.000- (EFFECTIVE WIDTH) 2 0' -6000' (£FFECITVE WIDTH)--1 1.500' l.500' 1.500' ! 500' 4.500" 4.500'�-{ 4.500' 1.500" I © AS APPLICABLE (Typ.) I I I 72 As APFUGIBLE 35 R. 125' (Tiv) I R. 5 a \ I R.125' + I h� i O• I I I "o� iy N ory O o; N . h F-2125'-{--3.891 "2.125'-I f F-2.125'� I 0 A I s N 0 EULL ALUM/NUM PANEL W/ HEMMED EDGES 1,q �IALF ALUMINUM PANEL Wf HEMMED EDGES I �2340'� 2681' 15.719' (TOTAL W/D7N) 9 119' (TOT Wl 3.000' I x. 2.56 a 175' �R.200' R.125' .075' .075' 2.560' R.250 R,125" } n A.075" TO. O Cc � 2340' FULL 2.681' "U" HEADER SCALE : J/8' - I' DER 3" Max. "U" BUILD UT 12.000' (EFFECTIVE WIDTH) I--6.000- (EFFECTIVE WIDTH) SGt(£ : 3/B' = 1' .380" 7.500' 1.500' 1.500' SCALE : 3/8' = f' .190 o 4.500" 4.500- 1.500' 4.500' 1.500' 214' . ® AS APPLICABLE (bp.) I ' • R I I I I 12 AS APPLICABLE (6p.) I I 10 h o 0 0 0 0 •• rn } 188u 188' w N O N N O ..i74 O n a h jn 1Ij 750 o N 0 7�0- 095' F 2.125'�389J'�2125--i F-2.125'-4 I 50' �N ^ h O? .200- `? F:062'! -4 .090' 1.950' 1 FULL ALUMINUM PANEL Wf0 HEMMED EDGES 1A HALF ALUMINUM PANE Wf0 HEMMED EDGES - 093. Ago- ®REVERSED "F" ANGLE 384' ©_ STORM PANEL 3.000" MOx.lj- TRACK SCALE; J/B' - r SGiCE • 1/4_ T_[--063- © 3" ANGLE BUILD OUT O 3 8" B" 0' 7A 3 'R" B. O. _ 88" , I- 094' BRACKET snuE . JIB- - , • F TRACK "F" TRACK 'c4 }� SCALE J/8' - f' SCLE : J/@• _ , .750-I /iYe7IDST0 ANGLE o EDGE OF t�i EDGE OF l�1 .465j = 1 f25' //r a O 12' O.C. °� 1 "1-.-125- ALTERNATE f: ry ALTERNATE w LEG LOCA770N 093' LEG LOC.4770Nro c� } o ; " 1 o R.125- 2000- !080' OETA2� h +v N + R625' n N 0fi I I - 0.750- N 09 "F" TRACK ANGLE ----------- F. I .1875- J- SCALE: JIB'- f' � 500- 1- 050' OR .060' I 5.000' (MAX) �- .093 o i � g � � 1/4- a 304 SERIES 17 25r57MAX-)xla DETAIL 1: STUD W/ DIE CAST ZINC EDGE Oro 11 2" x 5" (Max.) x .125" ANGLE S. S. STUD RIVETED TO EWE OFot ANGLE ® SPACINGS. ANGLE WITH STUD NICKEL PLATED WING NUT SCLE : 3/8' - 1' SHOWN ON SECAONS. scLE J/B- _ ,• -OPTION 1 _OPTION 2 �._ / f2 KEY HOLE AT PANEL �5- 1/4- 0 J04 0.377' 750 0 4 •27&<[ SERIES S. S. o ' _ ^062' STUD RIVETED 786° o•i i 2.000' J TO PLATE 3/l6' 0 12' O.C. 643 i438 • SEE ALU p ADTNE (3) 5/8'® HOLES A7 TOP L/NE (2) 5/16' HOLES �I AT BOTTOM LINE FOR W D 20x1' S.S. - -� MACHINE SCREW TAPCONS �- r" 14" 16 3/16 x7 x 14" LONG WALL P A F SCALE 3/16' - r 666 750 T- 261" 2.760.81I3- 093- 6'T TYP. 2.188' 471' R1.828' N .309" 1.3I5" .062' .37- I/ igr�/�/!!I/1��� TYP 589 062' +1�Q STUDDED PLATE0�P ; •�C�NSfi �. AP CAP 6063-716 AL.LOY '' ••• 60-T6 ALLOY SCALE: 1' - f' \\ - • S 7' f' N 67 ? #1T OF r } _ L DETAIL f 3 2.000" EDGE OF 01 . - 957, 10 STUDDED ANGLE t - Alin. .085' 1© KEY HOLE WASHER 12A 6063-75 Alum. ALLOY ROUND HOLE AT PAN SCALE. 3/8' - 1' 314aALLOY SC4LE S� : 3lB' a 1' (OPTION TO 12) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 77LTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.25" DEEP) DRAWN BY. LrEC EASTERN METAL SUPPLY, INC 07126117 O N� D47F• . 4268 WEST ROADS DRIVE TILLIT TESTING & ENGINEERING COMPANY WEST PALM BFACH, FL. 33407 6355 N.W. 36th. St. Ste. JOS. VRGX'A GAR0c715 A JJ166 Phone : (305)871-1530 . For : (J05)871-153T PHONE. (561)209-8263 FAX.• (561)B41-1716 17-096 EB-0006719 WALTER A. 77LLIT Jr. P.E. "° VAS m. m ascnanav arr DRAWNG No f OLD f5-OH 7/26/f d FLORIDA Lic. 44167 z SHEET IA OF 14 T/10 TO- STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET 1A) SCALE : 118" = 1 " SECTION A -A SCALE : 118" = 1 " w ••• :• �� "'�•�sS�QNA1.ti� dl�� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone 02017 ntrECO, INc. 0.050" BERTHA ALUMINUM STORM PANEL EC N TILLIT TESTING do ENGINEERING COMPANY 6J55 N.W. 36fh. SL, Ste. 305. WROW1A GARDENS A 33161 Phone : (305j971-1530 . fax : (JO5)571-1531 EB-0006719 WALTER A TILLIT Jr. P.E. FLORIDA Lic. f 44167 (2.25" DEEP) t.c. DRAWN By,. EASTERN METAL SUPPLY; INC 4268 WEST ROADS DRNE WEST PALM BEACH, FL. JJ407 PHONE-- (561)209-8263 FAX. (561)841-1716 °'AE. DATE.• 17-096 No ° as racy. H. ascxwrraw atr DRAWING No O[D 15-Ofi 7/26/i S SHEET 2 OF 14 TAPCONS, ZAMAC NAIUN, RED HEAD DYNABOLT, CF TAP -GRIP, C4LK-1N OR ELCO MALE/ FEMALE PANELMATF ANCHORS (SEE SCHEDULE FOR SPACING) r L � 0 POURED CONCRETE REQUIRED - W \l 1 " MINIMUM SEPARATI50, JN TO I ' I POURED p CONCRETE 1 0 OR CONCRETE BLOCK WALL REQUIRED i 7APCONS ALL POINT SOU" -SET, J Z441AC N41UN, RED HEAD DYNABOLT, / CF 7AP-GRIP, CALK -IN OR / ELCO MALE/FEMALE PANELMATE ' ANCHORS (SEE SCHEDULE FOR SPACING) SECTION 0 ANCHOR 7/8" x 3/32" WING NUT ® 12" 0. C. 4 � I ( POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED t s c O 0 SECTION @ STUD TAPCONS, ALL POINT SOUD-SET, ZAAIAC AWLIN, RED HEAD DYNABOLT, CF TAP -GRIP, CALK -IN OR -� ELCO AfAL£/FEMALE PANELMA7E \ ANCHORS (SEE SCHEDULE FOR SPACING) I POURED L , • CONCRETE N � REQUIRED Conf. W W Lqu 1 " MINIMUM SEPARA7ON TO GLASS W 1/4" 0-20 x _T I BOLTS W/ 7/8 x W 3/32" WING NUT 0 Z 12" O. C. Oa o / I I o POURED 4i CONCRETE OR CONCRETE BLOCK WALL r REQUIRED /I— TAPCONS, ZA (4C AWLIN, RED HEi0J DM48OLT, CF TAP -GRIP, CAUL -IN OR �O l ELCO MALE/ FEMALE PANELNATE J Cont. ANCHORS (SEE SCHEDULE FOR SPACING) 10 Cont. TAPCONS, ZAMAC AWUN, RED HEAD DYNABOLT, CF TAP -GRIP, GVX-IN Orr ELCO MALE/ PANELM47E FEMALE ANCHORS \ (SEE SCHEDULE FOR SPACING) - POURED CONCRETE / o REQUIRED o I I Ari it i O I � � H W v � ( 2 C / I o Ld POURED J i CONCR - 77 Cont. NOR COC ETE BLOCK W L l - REQUIRED TAPCONS, ZsWAC NA/ N, RED HEAD/ DYNABOLT Cr TAP-G P, CALK -IN OR ELCO MALE/ FEM4LE EUAATE ANCHORS (SEE SCHEDULE FOR SP -ING) WALL MOUNTING INSTALLATION SECTION 2 SCALE : 3/8" = 1- 1 " MINIMUM SEPARA7ON TO GLASS W nNISHED WALL (W/ STUCCO) ' 2 / J / W � � 4 POURED o CONCRETE 4i o OR CONCRETE BLOCK WALL I REQUIRED 10 Cont. TAPCONS, 7AMAC AWLIN, RED HFADJ DYIUBOLT, CF TAP -GRIP, CALK -IN OR ELCD MALE/ FEMALE PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) WALL MOUNTING /NSTALLA TION SECTION 1 SCALE: 3/B- = 1- N �t 1- MINIMUM SEPARA7ON TO GLASS 1/4" 0-20 x 3f4" BOLTS W/ 7/8 x 3/32" WING NUT 72" O. C. Cont. B LD OUT /NSTALLA TION SEC ON 3 scALE : 3/B- = 1- TAPCONS, ZAMAC WLIN RED HE4D DYNABOLT, CF TAP-GRiP, CALK -IN OR ' ELCO MALE/ FEA64LE PAN£LAIATE O ANCHORS �? cont. (SEE SCHEDULE FOR SPACING) , i 4 Cont. POURED } CONCRETE o k REQUIRED o I } O X N� W I � ( N� 1 i I I J o I " MINIMUM f SEPARATION TO y' GLASS W W W z I I o -�"+ 7/8" x 3/32" WING NUT I I f x W ® 12 O. C. ' 2 fir- I f 10 Cont. 0 4 I POURED -' 4i _ CONCRETE OR CONCRETE BLOCK WALL - T- 7 t�7 -iLMW in. REQUIRED / o 1/4" 0-20 Al. S. �n / NUT ® 12" O. C. TAPCONS, ZAMAC NAIUN, RED HEAD I DYNA130LT, Cr TAP -GRIP, CALK -IN OR - Cont. 1 ELCO MALE/ FEMALE PANQ_W7E ANCHORS (SEE SCHEDULE FOR SPACING) BUILD OUT INSTALLATION SECTION 4 SCALE : 3/8" = 1 '1o,• A 17 moo' � /2 �- 1 E. D. = EDGE DISTANCE ,��,,�`�- •'�CENS�C '•.`�� - (SEE SCHEDULE ON ; SHEETS 6 & 7) -- --- - - - - - - - - Rio: 44167 I f .•:> S ATE OF I i i NOTE FOR COMBINATION OF SECTIONS l 1OLT 0-20 x 3�4• SIDNAI-tip �' ' � BOLTS W/ 7/8 x �s� • � � 1� 3/32" WING NUT ® WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE I 12" 0. C COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. O'ol Cont. WALL MOUNTING INSTALLATION SECTION 2A sc4LE : 3/B- = I - ,FLORIDA BUILDING CODE (Non High Velocity Hurricane. Zont 02017 ALTECO, INC. 0.050 " BERTHA ALUMINUM STORM PANEL L.C. (2.25'r DEEP) DRAWN BY.• EASTERN METAL SUPPLY, INC 07 26117 fl L ECO N C . 4268 WEST ROADS DRIVE NOTE TILLIT TESTING d; ENGINEERING COMPANY WEST PALM BEACH, FL. JJ407 :DETAIL OF SECTION ®STUD VALID ALSO FOR 6-W N.W. 36rh. St, SLe. 305. L]RCWA G4tDENS FL 33166 PHONE.' (561)209-8263, FAX. • (56f)841-1716 17-096 WALL MOUNTING INSTALLATION - SECTION 2 (TOP) Phone : (305)871-1530 . Fox : (J05)87l-153J EB-0006719 as: lk °� c V/ DAW 1KV. N. arsaernwr CAW DRAWING No WALTER A. 77LLIT Jr. P.E. r OLD }5—OFf 7/?6/1 d FLORIDA Lic. 44167 : SHEET 3 OF 14 TAPCONS, ZAMAC NAlUN CF TAP -GRIP, CALK -IN OR ELCO MALEI FEMALE PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) POURED CONCRETECONCRETE REQUIRED O Ld ALTERNATE LEG LOCATION POURED I o CONCRETE 4] OR CONCRETE BLOCK WALL REQUIRED 10 Cont. - 1/4' 0-20 S. S. MACHINE BOLT W/ NUT & WASHER o ® 12' 0. C. h 1 ` MIn. _I rr�n T ' MINIMUM SEPARATION TO GLASS 1/4" 0-20 x 314' BOLTS W/ 7/8 x 3/32 ` WING NUT 12" O. C. TAPCONS, ZAMAC NAIUN, RED HEAD / DYNABOLTS (BLOCK ONLY), CF TAP -GRIP,/ CALK -IN OR ELCO AIALF/ FEMALE i PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) BUILD OUT N Cont. Z U y �0 / L 1/4' 0-20 S. S. MACH/NE BOLT W/ NUT & WASHER ® 12' O. C. 11 Cont. INSTALLA TION — SECTION 5 SCALE : 3/8" = I' TAPCONS, CALK -IN OR ELCO MALE FEMALE PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) POURED CONCRETE I!I REQUIRED POURED CONCRETE REQUIRED TAPCONS, C4LK--1N OR ELCO A FEMALE PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) TAPCONS, CALK -IN OR ELCO MALE/ FEMALE PANELMATE ANCHORS (SEE SCHEDULE FOR SPACING) 7/8" x 3/ " 2" WING NUT ® 120. C. CEILING & FLOOR MOUNTING INSTALLATION — SECTION 6 SCALE : 3/8" = I" I I I" MINIMUM I I 1 SEPARATION TO GLASS I I I I 1/4' 0_20 x 3.14" E. D. = EDGE DISTANCE g Cont. j BOLTS W/ 7/8 x (SEE SCHEDULE ON 3/32' WING NUT ® SHEET 6 & 7) 12 0. C. I � L TAPCONS, CALK -IN OR ELCO MALE/ `I FEMALE PANELMATE ANCHORS r` E. D. (SE£ SCHEDULE FOR SPACING) POURED CONCRETE —/ REQUIRED FLOOR MOUNTING INSTALLATION — SECTION 5A SCALE : 3/8' = 1 ` NOTE FOR COMRINA77ON OF SECTIONS WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. POURED CONCRETE REQUIRED ---- ALTERNATE LEG LOCAT POURED CONCRETE REQUIRED TAPCONS CALK -IN OR ELCO 94L.EI -j FEMALE PANELMATE ANCHORS L-- E. D. (SEE SCHEDULE FOR SPACING) CEILING & FLOOR MOUNTING INSTALLATION — SECTION 7 SCALE : ;i ••• -- e L �` •�CENS 4167 l /—;tTk`E OF : �� eN NUT ONLY AT V.ATE(TYP.) CALK -IN, ALL POINT,( ELCO MALE/FEMALEI (SEE SCHEDULE FOR 'A ELMATE ANCHORS P RED CO RETE 4 OR CRETE Lo 1 ' MINIMUM SEPARATION TO GLASS 0 POURED —� p CONCRETE 4i OR CONCRETE 1 BLOCK WALL REQUIRED r = CALK -IN, ALL PO1N ELCO MALE/FEMAL PANELMATE ANCHORS (SEE SCHEDULE F ClNG) WALL MOUNTING INSTALLA TION (D. M.) — SECTION 8 SCALE: 3/8" = 1. " SCREWS USED AT ANCHORS MAY BE 1/4 0-20 SIDE WALK BOLT W/ 1© OR 1/40-20 TRUSS HEAD BOLT W/O & ® - ' SIDE WALK BOLTS ARE 3/4 Cx3/32"TH/CK HEAD MACHINE SCREW W/ LENGTH AS PER NOTES A.2 & 8.2 (SHEET 1). ' TRUSS HEAD BOLTS ARE 1/20x1/8" THICK HEAD MACHINE SCREW W/ LENGTH AS PER NOTES A.2 & B.2 (SHEET 1) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 TILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.25 " DEEP) DRAWN BY.- EASTERN METAL SUPPLY; INC 071261 CATE.•17 I L E C O I N C. 4268 WEST ROADS DRIVE TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH. FL. 33407 055 N.W. J6lh. St., Sit. J05, M, !Nw oA D"r. A M166 PHONE: (561)209-8263, FAX.- (561)841-1716 17-096 Phone : -1531 (305)97/-TSJo .Far : (305). EB-0006719 K' "° aesaepnw aT[ rrv. No TEcn"nw ale DRAWING No WALTER A. TILLIT Jr. AE T OLD 15-Ou 0712511 T FLORIDA Lk. 44167 ? SHEET 4 OF 14 1A REQUIRED ALWAYS 2' x 4' x .125" 3105-H14 OR 6063-T6 ALLOY Cont. Alum. ANGLE — POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED \ POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE ANCHORS / ® 12' 0. C. } c VARIES X 11 Max. `� F 1 i t� ul VARIES 3' r Max L �--- POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED CONCRETE �2500' ANCHORS 0 12 0. C. f- 2 1� -2" Mox. I \ I) OR © OR ® OR O 2• x 2" x .055' ALTERNATE LEG LOCATION TO 2" x 5' x .055' _ ( OR ' O Cont. Alum. ANGLE OR OR .080' 3105-HI54 SHEET METAL Alum. 1/4' © BOLT 4" x 4" x .072' BENT PLATE ® 24' 0. C. 3105-H14 OR 6063-T6 ALLOY CASE A (Plan) W/JACKNUT Cont Alum. ANGLE SCALE.- 1/4" = 1" CASE B Plan SCALE. 1/4" END CLOSURES DETAILS MAXIMUM A.S.D. DESIGN PRESSURE RATING (p S. f ) AND CORRESPONDING MAXIMUM PANEL LENGTH "L " POURED -CONCRETE OR CONCRETE SCHEDULE FOR A GIVEN PANEL SYSTEM BLOCK WALL \ REQUIRED TAPCON ANCHORS OR ALL POINT SOLID -SET OR SPACING) MAXIMUMMAXIMUM Max. PANEL LEILENGTHA.S.D. DESIGN L (ff.) (SEE SCHEDULE F .PRESSURE RATING (p.s.f.) MOUNTING W/0 IV HEADER 3O MOUNTLNG W/ h' HEADER WALL MOUNTING W/ COMPONENT (B& @5 +30.0, -30.0 12'-11 " 12'-11 " 12'-11 " +30.0, -35.0 12'-11 " 12'-11 " 12'-1 1 " +35.0, -40.0 12'-0" 12'-O" 12'-O" +40.0. -45.0 11 '-2" 11 '-2" 11 '-2" +45.0, -50.0 10'-7" 10'-4" 10'-7" +50.0, -55.0 10'-0" 9'-4" 10'-0" +55.0, -60.0 9'-7' 8'-6" 9'-7" +60.0, -65.0 9'-2" 7'-9" 9'-2" +65.0, -70.0 8'-g' 7'-2" 8'-9" +70.0, -75.0 8'-6„ 6'-B' 8'-6" +75 0, -80.0 8'-2" 6'-3" 8'-2" NOTE: MINIMUM PANEL LENGTH IS 3'-0': / I o CONT. W jw 5 i y W _f 1 " MINIMUM SEPARATION TO GLASS I I 2 � POURED CONCRETE / OR CONCRETE BLOCK WALL REQUIRED TAPCON ANCHORS OR ALL POINT SOLID -SET (SEE SCHEDULE FOR SPACING) SECTION 9 SCALE : 3/8" = 1 " POSITION +) BLOCK W REQUIRED POSITION V CASE-C- (Plan SCALE. 1/4 " = 1 " + NO SNAP CAP 1Q T REMAIN CLOSED AT NON HURRICANE CONDITIONS. SECTION @ STUD TYP. TOP/BOTTOM �•: �cENSF .,••.•. Na• 44167 XE 11 I L I E c o INC. fTING do ENGINEERING COMP, N.W. J6th. St., Ste. MS, rfG:Na Ggf7DFNS, FL Phane : (M5)871-1530 . Far : (Ja5)B71-1531 EB-0006719 WALTER A. TILLIT Jr. P.E. FLORIDA L'c. / 44167 POURED CONCRETE OR CONCRETE BLOC, WALL REQUIRED 7/8" x 3/32" WING NUT EA. STUD (OPEN POSITION +) 2" x 3" x .093' 3105 H-14 OR 6063-T6 ALLOY Cont. Alum. ANGLE WITH ANCHORS 0 12' 0. C. POURED CONCRETE OR CONCRETE BLOCK WALL REQUIRED —-- }o \ 3 7/4' GAP I o _! o CASE D (Plan) SCALE.- 1/4" = I" CASE E (Plan) SCALE. • 1/4" = 1' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) �C ` 02017 mmco. INc. 10.050" BERTHA ALUMINUM STORM PANEL 11 (2.25" DEEP) DRAWN BY.• EASTERN METAL SUPPLY, INC 07VATE:17 4268 WEST ROADS DRNE WEST PALM BEACH, f1. 33407 PHONE: (561)209-8263, FAX: (561)841-1716 17-096 °ESOn'aN DATE Rcv. hb Msow7m suw DRAWING No O/D 15-0{f 7/16/i S i SHEET 5 OF 14 THISSCHEDULE INDICATES REQUIRED ANCHOR SPACING FOR A GIVEN AS D. DESIGN LOAD AND PANEL LENGTH. MAXIMUM A.S.D. . DESIGN PRESSURE RATING (A s f) AND CORRESPONDING MAXIMUM ANCHOR FOR HOWEVER MAXIMUM PANEL LENGTH FOR A GIVEN ON LOAD MUST BE VER/ITED As PER SCHEDULE ON SHEET 4. SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES E. D. = EDGE DISTANCE SCHE MAXIMUM A.S D. MAXIMUM ANCHORS SPACING FOR E. D. = 3 1/2" �• DESIGN PRESSURE APPLICABLE TO SECTIONS & 11"4/UM PANEL TAPCONS ZAMAC NVLIN RED HD. DYNABOLT CALK -IN SOLID -SET PANELMATES CF TAP -GRIP RATING (ps f.) ANY COMBINATIO OF THEM LENGTH "L' (ft.) TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE + TO MASONRY TO CONCRETE I TO MASONRY TO CONCRETE I TO MASONRY TO CONCRETE I TO MASONRY 12" - 12"++' - 12" - - - 12" - 12" - 1 (TOP) 12" 10" 12"++ 12" 12' ( g" 12" 12" 12" 12" 12" I10 1/2" 1, 9+(BOTTOId) 12' - 12'++ - 12' 12" 12" 12" 12" I - 12" - 2, 9+(TOP) 12" I ]0' 12"++ 12" 12` 8" - - 12" I 12' 12" I10' 1/2" 2 (BOTTOM) . 12" 10" 12"++i 12" 12" 8" - I - 12" 12' 12" 10 1/2" ZA (BOTT01,!) +J5.0, -40.0 12' - 12"++ - 12' - - I - 12" - 12" - 3 & 4 (TOP) 8'-0- OR 12" 10" 12`++ 12" 12" , g" - - 12" I 12" 12" 10 1/2' 3 (BOTTOM) OR LESS 12" 10' 12"++ 12" 12" 8" - - 12" 12" 12" 10 1/2" 4 (BOTTOM) LESS 12" ( - 12"++ _ 12' - - - 12" I - 12" I - 5 (TOP) 12' 10" 12"++ 12" 12" I 8" - - 12" I 12" 12" 10 1/2" 5 (BOTTOM) 12" - - ! - 12" - - I - 12" - - I - 6 (TOP) 12 - - - 12" ( - - ' - 12' - - - 6 (BOTTOM) 11, - - - 11, ! - - - 12' - - I _ 5A7(BO OM) 11" I - 12' - - - 12" - - I - 7 (BOTTOM) - - - 12" 6" 12" 12" 12' 12' - - e (TOP/BOTTOM) 12' - 12"+1 - 12" - - - 12" I - 12" ` - 1 (TOP) 72" 8" ++ 12' 12" 12" I 6" 12" I 12' 12' 12" 12" 8 1/2" 1. 9+(BOTTOM) 12' - 12„++ 12" 12' 12" 12" 12" 12" - 12" ( - 2, gl"(TOP) 12" I 8" 12"++ 12" 12' 6" - - 12' 12" 12" 8 1/2" 2 (BOTTO1,0 72" 8" ++ 12' 12' 12' 6" - - 12' 12' 12 8 1/2" 2A (BOTTOM) +35.0, -40.0 12" _ 12"++ - 12" - - - 12' - 12" - 3 & 4 (TOP) OR 12" 6" 12"++ 12" 12" 1 6" - I - 12` 12' 12" 8 1/2" 3 (BOTTOM) >8=0` LESS 12" ( B. 12"++ 12" 12' 1 6" - - 12` I 12" T2" 8 1/2" 4 (80TTOld) TO 12" - 12"++ _ 12" - - - 12" - 12" ` I - 5 (TOP) 10 -0' 12" 8" 12"++ 12" 12" I 6" - - 12" 12" 12" 8 1/2` 5 (BOTTOM) 12" - - - 12" - - - 12" - - - 6 (TOP) 10" 10" - - ( - 12" - - ( - 6 (BOTTOM) 9" I I 9 ` ' - - - 12" - - 5A7(BOTOP01.f) _ 9" 12" - - - 7 (BOTTOM) - - - - 12` 6" 12' 12" 12" 12" - ( - 8 (TOP/BOTTOM) MAXIMUM A.S.D. MAXIMUM ANCHORS SPACING FOR E. D. = 3 1/2" DESIGN PRESSOR£ APPLICABLE TO SECTIONS f & MAXIMUM PANEL TAPCONS ZAA . NAIUN/ DYNABOLT RED HD. C4LK-1N SOUD-SEr PANELMATES CF TAP -GRIP RATING (ps.f.) ANY COURINA770 OF THEM LENGTH "L` (ft.) CONCRETEI TO TOONRY TO I To To To To TO To I TO MASONRY CONCRETE MASONRY CONCRETE MASONRY COACRETEI MASTO CONCRETE MASONRY CONCRETE MASONRY 12" I - 12"++ _ 12" - - - 12' i - 10" - 1 (TOP) 12" 6" 12"f+l 12" 12" 5" 12" I 12" 12" ! 12" 11 1/2" 6 1/2" 1, 9+(BOTTOM) 12" 6` ll "++ - 12" ( 12" 12 12" 12" - 11 1/2" - 2, 9"(TOP) 12" ( 6" 12"++ 12 12" 5" - - 12' I 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"++f - 12" - - - 12" - 11 1/2" - 3 & 4 (TOP) OR 12' I 6" 12"++ 12" 12" 5' - - 12" I 12" 11 1/2" 1 6 1/2" 3 (BOTTOM) 10'-0" LESS 12" I 6" 12'++ 12„ 12' 5' - - 1 12" 12" 11 1/2"16 1/2" 4 (BOTTOM) TO 12" - 12"++I - 12" - - - 12" - 11 1/2" - 5 (TOP) 12" 6" 12"+++ 12' 12" 5" - I - 12" 12" 11 1/2" 1 6 1/2" 5 (BOTTOM) 10" - - - 10" - - - 12" - - I - 6 (TOP) I 6 (BOTTOM) 7" - _ - 7" - - ! - 9 1/2' 5A (BOTTOM) - - _ 7 (TOP) 7" - - - 7" I - - - JO" i - - - 7 (807011!) - I - - - 12" - 12" I 12" 12" 1 12' - - 8 (TOP/BOTTOM) + ONLY TAPCON ANCHORS OR ALL POINT SOLID -SET ALLOWED FOR MOUN77NG SEC77ON 9. ++ ANCHORS SPACING ONLY VALID FOR 2AMAC NAILIN. * SEE SHEET 8 & 9 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 MULT/PLWNG 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 ETAPCON/DYNABOLT ZAMAC NVLIN /PANELVA7ES CALK -IN SOLD -SET CF TAP -GRIP .86 .75 .78 1.00 2 1/2 - .71 .50 - .80 2' - .50 1 1/2' .35 ..ABjO/d/III I, FLORIDA BUILDING CODE (Non High Velocily Hurricane Zone) 02017 77LTECO, INC. 0. 050" BERTHA ALUMINUM STORM PANEL L.C. (2.25 " DEEP) DRAWN BY.• EASTERN METAL SUPPLY, INC 07126DATE.•17 FILIEC010 m C. 426E WEST ROADS DRIVE TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, a. 33407 055 N.W. J6th. St., tm 35, VR.WA , (56)209-8263, FAX.(561)841-1716 17-096 Phone : (JOS)fE. 871-15J0 . Fox . (R571-15JI EB-0006719 urr DRAWING No WALTER A. TILLIT Jr. P.E. r txo Is-[7H o7/a6/r FLORIDA Uc. 44167 2 i SHEET 6 OF 14 THIS SCHEDULE INDICATES REQUIRED ANCHOR SPACING FOR A GIVEN A.S.D. DESIGN LOAD AND PANEL LENGTH. HOWEVER MAXIMUM PANEL LENGTH FOR A GIVEN AS D. DESIGN LOAD MUST BE VERIFIED AS PER SCHEDULE ON SHEET 4. MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f) AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND CONCRETE BLOCK STRUCTURES MAXIMUM A.S.D. DESIGN PRESSURE RATING (P S 0 MAXIMUM ANCHORS SPACING FOR E. D. = 3 1/2" x� APPLICABLE TO SEC77ONS & # ANY COMBINATIO OF THEM MAXIMUM PANEL LENGTH IL' (/(,) TAPCONS ZAM0. NAIUN/ RED HD. DYNA80LT CALK -IN SOLID -SET PANELMATES CF TAP -GRIP TO To TO MASONRY To CONCRETE To MASONRY TO CONCRETE TO MASONRY TO CONCRETE To MASONRY To CONCRETE'I To MASONRY TO CONCRETE�U45ONRY To 12" ( - 12^++I - 12" - - - 12' - 12" ( - 1 (TOP) 12 6" 12" ++ 12' 12" 5" 12" 12' 12' 12" 12' 7' 1, 9+(807TOM) 12" - 12"++ - 12` - 12" 12" 12" I - J2` - 2, 9+(TOP) 12` 6" 12" ++ 12" 12' ( 5" - I - 12" 12' 12' 7` 2 (BOTTOM) 12" 6" 12 ++ 12" 12" 5' - - 12" 12" 12" ` 7' 24 (BOTTOM) t35.0, -40.0 12' - 12'++ - 12" - - - 12" - 12" - 3 & 4 (TOP) 8'-0' TO 12' 6" 12" + 12' 12' 5" - - 12" 12" 12" 7" 3 (BOTTOM) OR +55.0, -60.0 12 6" 12`++1 12" 12' S" - - 12" 12' 12' 7` 4 (BOTTOM) LESS 12" - 12"++ - 12' - - - 12` - 12 - 5 (TOP) 12" 6" 12"++ 12' 12' 5" - - 12" ( 12" 12" 7" 5 (BOTTOM) 10" - - I - 10' I - - - - 6 (TOP) f! - - -12" - - - 6 (BOTTOM) 7" -- T-7 - - - 10 1/2 - _ 5A BOTTOM) 7 (TOP) 7 (BOTTOM) - - - - 12" - 12' I 12" 12" 12" - - 8 (TOP/BOTTOM) 6" - 5" ++ _ 6" ( _ _ - 9 1/2" - 4" - 1 (TOP) J1' 4" 9"++ 8" 11" 3" 12" 12" 12" 8" 7 1/2"', 4" 1, 9+(BOTTOM) 12` - 9"++ - 11' - 12" 12' 12" - - 2, 9+(TOP) 11" ! 4" 9'++I 8" 11" 3" - - 12' I 8" E1122" 4" 2 (BOTTOM) 11' 4" 9"++ 8" 11` I 3" - - 12" 8" 7 1/2' I 4' 2A (BOTTOM) +35.0, -40.0 71" - 9"++ - 11" _ _ - 12" - 7 1/2" - 3 & 4 (TOP) TO it" 4" 9"++ 8' 11" I 3" - _ 12" B" 7 1/2" I 4" 3 (BOTTOM) >8'-0" +55.0, -60.0 11, ( ¢ 9"++ 8" 71, J. - - 12' 8" 7 1/2' 4' 4 (BOTTOM) TO 11" _ 9e++ - i t " _ - - 12' - 7 1/2" - 5 (TOP) 12=0' 11' 4" 9"++ 8" 11' J. - - 12' 8" 7 1/2" 4" 5 (BOTTOM) 6" - - - 6' - - - 8 1/2" - - - 6 (TOP) 5" - - - 5' _ _ - 7" - - I - 6 (BOTTOM) 4" 5 I - - - - - - 4" 5" - ++� - i - 6 1/2' 6 1/2" - - - 5A7(BOTTOM) 7 (BOTTOM) - I - - - 6" - 12" 12' 12' 6" - - 8 (TOP/BOTTOM) ACTUAL E. D. FACTOR TAPCON 2AyAC WLIN /DYAMOLT PANELMA7ES CALK -IN SOLID -SET CF TAP -GRIP .86 .75 .78 1.00 2 1/2" - .71 .50 - .80 L352' - .50 1 1/2" E. D. = EDGE DISTANCE MAXIMUM AS.D. DESIGN PRESSURE RATING (p.s. f) MAXIMUM ANCHORS SPACING FOR E. D. = 3 1/2' �• :'�i 01 ram- !" APRGLF� O SECT�l Al ' NY CgMBlftApZl ¢ 7}7Ef{ ,�,+. " r `� , M7MU{ ` TAPCONS ZAIAAC NAJUN/ RED HO. DYNA80LT CALK -IN SOLID -SET PANECMATES - CF TAP'-'Gt�lP ti TO CONCRETE TO MASONRY 70 CONCRETE TO I MASONRY TO CONCRETEI TO MASONRY TO CONCRETEI TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE�4��C�N --- Y`' 8" 12" 5" 7' 11"++ to' 9" 12" - 4" - 12" - 12" 12' 12' - 9 1/2" 6" 9' 12" - 9"++ - 12" - 12' 12" 12" - 9" ( - 2, 9+(TOP) 12" . 5" 11"++ 10" 12" 4" - f - 12' 9 1/2" 9" 5' 2 (BOTTOM) 12' 5" 11"++ 10" 12" 4" - I 12' 9 1/2" 9" 5' 24 (BOTTOM) +55.0, -60.0 12" - 11 ^++ - 12" I _ _ _ 12' _ 9" - 3 & 4 (TOP) 8'-D" TO 12" I 5' ! l "++ TO' 12" 4" - - 12" 9 1/2' 9' ( 5" 3 (BOTTOIA) OR +75.0, -80.0 12" 5. 11'++ 10' 12" 4' - ( - 12" 9 1/2" 9" 5" 4 (BOTTOM) LESS 12" - 11 •++ _ 12" - - - 12' I - 9" - 5 (TOP) 12" 5' 11` I 10" 12' 4' - ( - 12" 9 1/2" 9" 5" 5 (BOTTOM) 8" - - I - 10 1/2" - - - 6 (TOP) 6` - - I - 9" - - - 6 (BOTTOM) 5" - - I 5" - - - 7 1/2" - _ _ 5A (BOTTOM) 7 (TOP) - - - - 12' + - 12" 12" 12" I 6' - - 6 (TOP/BOTTOM) 4" ++ - 5" _ - _ 8" _ 3" 3 1/2" 1 (TOP) 10" J. 8"++ 7" 10' 3" 12" 12" 12' 7" 6 1/2` - 1,.9+(BOTTOM) 10" _ 7- - 12" 12" - 12" 12" 12" - 6 1/2" - 2, 9+(TOP) 10" 3' 8"++ 7' 10" - 12' 7" 6 1/2" 3 1/2' 2 (BOTTOM) 10" 4" 8'++I 7' JO" - 12" 7" 6 1/2" ( 3 1/2" 24 (BOTTOM) +55.0, -60.0 10" - 8' ++ - 10' - - - 12" - 6 1/2" - 3 & 4 (TOP) 70 10" 3" 8"++( 7" ]:�l0" 3' - - 12" 7" 6 1/2" 3 1/2" 3 (BOTTOM) >8'-0' +75.0, -80.0 10^ I 3» 8"++I 7„ 10" 3" - - 12" 7` 6 1/2" I3 1/2" 4 (BOTTOM) TO 10" I _ 8" ++ _ 10" - 12" - 6 1/2"' - 5 (TOP) 9'-7' 9` i 7" g" 3" - - 12" ! 6 1/2" 6 1/2" 3 1/2" 5 (BOTTOM) 6' - - j - 6" - - - 7 1/2" - - - 6 (Top) ) 5" - - - 5' - - - 6 1/2' - - - 6 (BOTTOM) 4' - - - - - - 4` 4` I - - - - - - 5 1/2" 6" - - _ I - ( _ - 5A7 BOTTOM (TO4' 7 (BOTTOM) - - - - 6' - 12" ( 12' 12" I 6` - I - 8 (TOP/BOTTOM) + ONLY TAPCON ANCHORS OR ALL POINT SOLID -SET ALLOWED FOR MOUN77NG SEC77DN 9. ++ ANCHORS SPACING ONLY APPLICABLE TO 2AM4C NW/LIN ANCHORS * SEE SHEET 7 & 8 FOR ANCHORS TYPE & SPACING FOR INSTALLATIONS 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 +4.5' FOR RED HO. DYAMBOLT ANCHORS). 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 °'DA E.17 I L E C O I N C. 4266 WEST ROADS DRIVE TILLIT TESTING d: ENGINEERING COMPANY WEST PALM BEACH, FL 33407 6355 NW. 36fh. St., St". M5, ORGINA GARDENS A J3166 PHONE. (560209-8263, FAX- (561)841-1716 17-096 Fhcne : (305)871-153o . For : (305)571-1531 EB-0006719 REV' N' atsormcw uA1r 1 DRAWING No WALTER A. TILL/T Jr. P.E. 1 OLD 15-044 7/2611 a FLORIDA Uc. 1 44167 2 SHEET 7 OF 14 @2017 71LTECO, INC. SECTION B—B SCALE : 1/8" = 1" 1/4 "--20x 1 " S.S. 1 o' 1 QD/ CONCRETE ANCHORS (SEE SC INTERIORLY REMOVABLE STORM PANEL PARTIAL ELEVATION Y SCALE : 1/8" = 1" CONCRETE ANCHORS (SEE SCHEDULE) SAP 0 POURED W CONCRETE REQUIRED (WHOLE) INTERIORLY REMOVABLE PANEL Q W/ SIDEV✓ALK BOLTS (SEE DETAILS 2/7, Z/14) CONNECTED TO 1 THRU 5/8'0 HOLES AT © 9 6" O.0 & FASTENED AT REAR W1718'Ox3/32" WING NUT 9 EVERY SIDEV✓ALK BOLT. lots No. 44167 STATE OF :.��;••QRtP ?����. +. 8": ...... i�..�s- sAa I - , EXISTING GLASS iI --{ I' Min. SEPARATION I TO GLASS I I 114' 0-20 x 1' S S.M.S. W/ 718' 0 x 3/32"— W/NG NUT ® 12' O. C. I I POURED CONCRETE OR CONCRETE BLOCK WALL o' REQUIRED W CONCRETE ANCHORS _j — _.375" (SEE SCHEDULE) I Cont. SECTION 10A 0 h Cont. W 2 W 2 CONCRETE ANCHORS (SEE SCHEDULE) 0 POURED W CONCRETE REQUIRED I Ex>snNG —f GLASS 1. Min. SEPAR47 ION TO GLASS 08J L DETAIL 217 I I 114" 01 20 x 1' SS.1A.S. W/ 718" 0 x 3/32' — WING NUT ® 12' 0. C. i I POURED -- CONCRETE OR CONCRETE BLOCK WALL O REQUIRED W E-r-- CONCRETE ANCHORS � 375' (SEE SCHEDULE) WALL MOUNTING INSTALLATIONS SECTIONS 10 SCALE : 318" = 1 " Cont. SECTION 1OB Cont. Y/8 INTERIORLY REMOVABLE PANEL (DW/ SIDEWALK BOLTS EE DETAIL 2) CONN TED TO 16 THRU 5/e 0 HOLES AT 16 ® 6' O.0 & FASTENED AT REAR W 7/8 Cx3/32" WING NUT & EVERY SIDEWALK BOLT. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 TlLTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.25'f DEEP) DRAWN BY.• EASTERN METAL SUPPLY, INC 07126 L E C O I N C. 4268 WEST ROADS DRIVE TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL. 33407 17-096 6355 N.W. J6fh. St., Ste. MS. WnW6 :A GARDENS, A M166 PHONE. (561)209-8263, FAX. (561)841-1716 Fhone : (305�7J-15M . Fax : (J05)371-f531 EB-0006719 "' CAW R. fb vnwm-nm are DRAWING No WALTER A TILL? Jr. P.E. + a0 15-04"4 7/1 a FLORIDA Lic. f 44167 2 1 SHEET 8 OF 14 CONCRETE ANCHORS E. D. CONCRETE ANCHORS E. D. CONCRETE ANCHORS CONCRETE ANCHORS (SEE SCHEDULE ) \� (SEE SCHEDULE) �� (SEE SCHEDULE) E D (SEE SCHEDULE ) \ POURED POURED \ J-- E. D. POURED CONCRETE I I POURED CONCRETE I I CONCRETE CONCRETE "`III ---III REQUIRED E0. LE101,1 REQUIRED EQ. EO. REQUIRED I I REQUIRED I II\ \ I \ \ EQ.-EQ.— EO. E0. 1 "IIIIEII 1IIIIIIIII IfIIIIIII — J Cont. Cont. lZ IIIG !f 1II1iIi II 1II 1 Con.4qi IiIIIII IIIIiI II I i III1IIIII II IIIfIIiII I I N1� Cont. 1" Min.RAT/ON GLASS2 W{1Min. SEPARATION 1' Min. SEPARATION Min. SEPARA710NI TO GLASS N To GLASS TO GLASS DETAL 2 y I ii— ^4o�i a I DETAIL j2, I ( I y �' I I I I 4 I I I I 1 I T- I I I I 1 7/8" O x 3/32" k ( I I z W I _ X. I I WING NUT ® 16 I 10 + I -EVERSTUD 2Y 0. C. I i f WING NUT 3® 32" I Cont. I I ( 7/8' 0 x 3/32' EVERY STUD WING NUT ® I ® 12' O. C. I I I I I I I 1 0 EMERY STUD I !! 7/8' O x 3/32' ® 12' 0. C. I 10 N II II aY�8 II 1I iI ® — 7 WING NUT EMERY STUD Cont12" O. C.Cont. EDGE OF ALTER — SLAB E LNPOURED CONCRETE II I REQUIRED I j APPLICABLE Cont. CONCRETE ANCHORS IL /I I I E. D. -EDGE OF j� EDGE OF ALTERNATE LEG ;n (SEE SCHEDULE) POURED CONCRETE �Tl SLAB IF 1 I I N 1 " i SLAB /F LOCATION N I I REQUIRED I I f APPLICABLE I I 1 APPLICABLE CONCRETE ANCHORS �I I POURED / (SEE 'SCHEDULE) E. D. REQUIRED CONCRETE ANCHORS / (SEE SCHEDULE) ED SECTION 1 / A INTERIORLY REMOVABLE PANEL Ol W/ a CONCRETE CONCRETE ANCHORS Eul SECTION 1 .� B SIDEWALK BOLTS ,(SEE DETAIL 2) REQUIRED (SEE SCHEDULE) 518 CEILING & FLOOR MOUNTING INSTALLATIONS CONN TED TO 6 FA TENED <f r—E.D. -i AT REAR T W B /8 03/32" WING NUT SECTION 12A SECTION 12B INTERIORLY REMOVABLE PANEL Ot W/ SECTIONS 11 ® EVERY SIDEWALK BOL7T. SIDEWALK BOLTS EE DETAIL 2) CEILING & FLOOR MOUNTING INSTALLATIONS cAT er0 ' 8 T FA 7EN SCALE : 3/8" = 1 " HOLES AT 16 ®6" O.0 &FASTENED AT REAR VIV 7/8 Cx3/32" WING NUT 1875" i/4"_ ' SLOTTED S.S. SIDEWALK BOLTS SECTIONS 12 0 EVERY SIDEWALK BOLT. W/3/IO SLOTIEO HEAD FIXED. 16 —INTERIORLY REMOVABLE PANEL 11J : 3/B' = 1 " THRU KEY HOLE O2 ® 6' 0.0 SCALE W/ 7/8' 0 x 3/32" 1/4 =20 NUT AT REAR. 1 WING NUT ® I 2mOVABLE INSTALLA TIONS VALID FOR PANELS n USED JOINT 0 6' 0. C. l I PANEL WITH INTERIORLY REMOVABLE PANELS. 4' �f. e} — — I �0 i. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I E. D. = EDGE OlSTANCE } » I I (SEE SCHEDULE ON D2017 nLTEco, INC. 0.050 BERTHA ALUMINUM STORM PANEL L.C. 1875" \ I SHEET 10 & 11) �O t•7 I I � � .� af�,A•� � .�a 4 (2.25 DEEP) DRAWN BY: 1/4" HOLE O 6' D.0 �.., ♦ 07126117 —.050' N07F FOR COMBINATION OF SECTIONS : +`' .!`�8Rk9•',�`� •t EASTERN METAL SUPPLY, INC DATE. _ IL ECOmc. DETAIL 2 — INSTALLa rinN �' 4268 WEST ROADS DRIVE OF 1f41`X1 /I�NA1. -g . WEST PALM BEACH, FL. 33407 FLOOR CEILING MOUNTING SECTIONS CAN BE +++ S ,�_• TILLIT TESTING &ENGINEERING COMPANY SIDEWALK BOLTS OSIDEWALK BOLTS O REOZABLE P41VEF P4VE e�.� �k�' 6355 Nw. 36u,. SL. Sta 505, WROINA cwoENs, n..utss PHONE. (561)209-8263, FAX: (561)841-1716 17-096 COMBINED /N ANY WAY TO SUIT ANY INSTALLATION.-'?Rs/p/4/L// Phane : (0.5)671-1530 . Fax : (305)8"f ._Ujt SCALE i' EB-0006719 wrr DRAWING No = T" WALTER A 71LL/T ✓r. P.E. 1 OLD 15-044 FLORIDA Lid. P.E. = 4 SHEET 9 OF 14 sszE !ii l,ILa.S!, A.S.D. DESIGN ERE li i.r !! e_.,�� a l.i ��� f, 2'r t,�L•, " i • SPACM SCHEDME FOR NSTALL4yyONS jW CONCRETE -CONCRETE BLOCK STRUCTURES MWWAI .15.0. DESIGN U4VM/M ANCHORS SPACING FOR E D. = J 1/2' * PING (p £ JL177NG (p s.f.) APPLICABLE TO SECTIONS / & ANY COY. em7lON OF THEM "MIUM PANEL LENGTH 1' (m) REGULAR TATO BLOCK 70 CONCRETE TO 6LOCK hTE.EJ! S54 CONCRCREXETE TO CONCRETE TD BLOCK 7A41AC NAIUN TO CONCRETE 71f BLOCK CALK -IN 7tl CONCRETE ID BLOCK SOUD-SET 70 COh'CRcTE 70. BLOCK CrTAP-GRIP 7D CONCRETE TO BLOCK PANELMATES Tit CONCRETE TO BLOCK PANELMATE PLUS J0 CONCRETE TO BLOCK 410 SS 7'AFCON TO CONCRETE TO BLOCK t63.5, -63.9 12" 12' N/A 4' 12" 12' N/A 10' NIA N/A N/A N/A 12' 12" N/A 9' N/A NIA N/A N/A N/A N/A N/A N/A 12" 12' N/A 8 12' 12" N/A 7 112- 12' 12' N/A 6' 10 (TOP) 10A (BOTTOM) 9'-O' OR LESS 12 11 1/2' B 1I2' N/A 17 1/2 8 1/2 NIA NIA N/A NIA N/A TJ/A 12' 12' 12" NIA 12• 12' 7 NIA N/A NIA N/A N/A N/A NIA N/A NIA N/A N/A N/A NIA N/A NIA N/A N/A 12' 12' 7 1/2' NIA 12' 7 1/2' 6 1/2" NIA NIA NIA N/A N/A N/A NIA NIA NIA N/A NIA N/A NIA NIA NIA N/A NIA NIA N/A NIA NIA NIA N/A NIA N/A N/A NIA NIA NIA 12" 12" 11 1/2" 3" 12" 11 1/2" 6" NIA NIA NIA NIA NIA 12" 12' It' J. 12' it" 5 1/2' N/A NIA NIA NIA NIA 12" 72' 9 1/2' J. 12' 9 1/2' 4' N/A NIA NIA NIA 10B (BOTTOM) 11 (TOP) 11A (BOTTOM) IIB (BOTTOM) 12 (TOP) NIA NIA 12A (BOTTOM) 128 (BOTTOM) 3" " N/A N/A N/A I N/A N/A 3" N/A N/A I N/A N/A N/A 4' NIA 4' NIA 4' * MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DISTANCE FOR E. D. LESS THAN 3 1/2 ; REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS (NOTE: Min. E. D. FOR CALK -IN ANCHORS IS 2 1/2 FOR THIS OPERATION TO BE POSIBLE REDUCED SPACING OBTAINED USING FACTOR SFGLL NOT BE LESS MAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR ACTUAL E. D. REGULAR TAPCON & ZAVAC NAILIN, CRETE-FLEX SS4 & 410 S.S. TAPCON PANELMATE OR PANELMATE PLUS. CALK -IN SOLID -SET CF TAP -GRIP 3 - .86 .75 .78 1.00 2 1/2' - .71 .50 - .80 2" - .50 - 1 1/2" 0.35 - _ - _ W.fi:' A ** LIMITED TO 5'-4" MAX. SPAN. tENSF �•.,'� No 44167 OF : Ac 60,1 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 -SEE 3.5" CRETE FLEX S54 6.0' REGULAR TAPCON IN BLOCK 4.6' REGULAR TAPCON IN CONCRETE 3,0' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 0200 XTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL 1-0. (2.25 " DEEP) DRAWN BY.• EASTERN METAL SUPPLY, INC 07OATE.•17 /11LIE CO1261 A N C• \. 4268 WEST ROADS DRNE TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL. 33407 5355 H.W. Wth. St.. Ste. 305, VWN14 c4 XNS, R. J3f66 PHONE. (561)209-8263, FAX; (561)841-1716 17-096 Ph" . (30S)871-1530 . Fox . (305)871-153I £B-0006719 xer. ft ° mmm I DATE Irv. uxar"w air DRANNG No WALTER A. TlLLIT Jr. P.E. 1 oto rs-0H 7/z5/t FLORIDA Llo. 44167 7 SHEET 10 OF 14 1 4 O LAG SCREWS 0 6" O.C. W/ 1 1/2' Min. THREADED PENETRATION TO EXISTING WOOD HEADER. AL TERNA TI VE 1 W 2 W I" MINIMUM ' SEPARATION TO GLASS 2 f 7/8"0x k 3/32' WING EO NUT 0 EVERY _ i --- STUD 0 12' O.C. EO W W j t , \` 1.000" p Cont. 2" x 4" PLAT �/4 O LAG SCREWS 0 6" REQUIRED ( O.C. W/ 1 1/2' Min. THREADED PENETRATION MIDW/DTH OF PLATE. AL TERNA TI VE 2 1, M/NIMUM I :PARATION TO i GLASS I I 1/4' 0-20 x 314' BOLTS W/ 7/8 x I 3/32" WING NUT 0 12' O. C. Cont. 0.500' 1/4 0 LAG SCREWS 0 6" 2" x 4" PLATES O.C. W/ 1 1/2" Min. REQUIRED THREADED PENETR477ON MIDWIDTH OF PLATE. AL TERNA TI VE 3 1/4 0 LAG SCREWS 0 6- r0 C W/ 1 1/2' Min. THREADED PENETRATION TO 1 EXISTING WOOD HEADER. 7 .500' t 0.250' A!ox. 2- 7 M(nt.:�• I 3 Cont. Min. 4 1 0 WOOD HEADER REQUIRED I m I 2 W 1 I Z 1 " MINIMUM ( 1/4" 0-20 x SEPARATION TO BOLT V// W GLASS I 7/8" 0 x 3/32" 2 WING NUT 0 a EVERY STUD 0 ra I 12" O. C. I I I Cont. 1/4 0 LAG SCREWS 0 6' O.C. W/ 1 1/2" Min. i 2' x 4' PLATETHREADED PENETRATION 0 i REQUIRED MIDWIDTH OF PLATE. AL TERNA T/ VE 4 WOOD HEADER REQUIRED I " MINIMUM SEPARATION TO — GLASS 1/4' 0 x 3/4' ITW BUILDEX TEK SCREW 0 6" O.C. I' x 2' x .125' (Min.) ALUM. TUBE W/ 1/4' 0 t LAG SCREWS 0 6" O.C. W/ 1 1/2" Min. THREADED 1/4" 0 LAG SCREWS ® 1/4" 0 LAG SCREWS 0 PENETRATION TO EXISTING 1 O.C. AG 1 SCREWS Min. WOOD HEADER. 6' O.C. W/ 1 1/2' Min. THREADED PENETRATION TO THREADED PENETRATION TO 1 ' EXISTING WOOD HEADER. I EXIS77NG WOOD HEADER. Min. 0.250' 0.250" 0.250' 0.500' Mod' Max 0.500' t 11 t <7DE. —� — f 2" 1 2' I f -- 0 Cont. Min. 4 Min. 4 3 Cont. o - - • r .. •: I Cont ` I m WOOD HEADER m 1 C, WOOD REQUIRED DER ( REQUIRED I y m 1 o I 1 0 I W 1' M/N/MUM I W T' MINIMUM I o SEPARATION TO I cWi1 SEPARA7ION TO L41 2 GLASS ` GLASS I n W W t ' 0 x 3/4" I7W BUILDEX I 1 I W SCREWS 0 6" O.C. 2 W _ x 0.500" I a 7/8' 0 x o 1/4" 0-20 x a 3/32" W/NG W ! f o BOLT W/ 0 3• I INUT ® EVERY ` I 7/8' 0 x 3/32-�E Mm. 500' t I STUD ® 12' D.C, ' WING NUT 0 Min. 1. j EVERY STUD ® t I 12" 0. C lfiti �O 6 Cont. 1 W 1/4' 0-20 x 314" BOLTS W/ 7/8 x Z 10 Cont. WOOD STUD 3/32" WING NUT 0 Cont. WOOD S7U0 / 1/4" 0-20 S. S. ®24' O. C. 12 O. C. ® 24" 0. C w h 11 1— BOLTS 0 12' 0. C. REQUIRED , I" x 4" x .125" (Min.) WOOD STTt 6063-T5 Alum. TUBE (Cont.) 0 24" O.500' REQUIRED Min_ (2) 1/4" 0 LAG SCREWS 0 CH STUD (MIDW/D7H OF STUD, 2" Min. NOMINAL) ANO W/ 2' Min. THREADED PENETRA7ION INTO EXIS77NG STUD. AL TERNA TI VE 5 WALL MOUNTING INSTALLATIONS SECTIONS A SCALE : 1/4" = 1" 6 Cont. W/ NUT & WASHER \ 14" 0 LAG SCREWS T " x 4" x .125' (Min.)_ 6" O.C. W/ 1 1/2" Min. o N 6063-T5 Alum. TUBE (Cont.) THREADED PENETl7477ON E. (2) 1/4" 0 LAG SCREWS 0 MIDWIDTH OF PLAT EACH STUD (MIDWIDTH OF - STUD, 2' Min. NOMINAL) AND W/ 2" Min. THREADED PENETRATION L INTO EXIS77NG STUD. AL TERNA TI VE 6 AL TERNA TI VE 7 INSTA-LLA TION DETAILS ON EXISTING WOOD BUILDINGS 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. • V/OOD 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. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) -02017 T/LTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.25 " DEEP) DRAWN BY EASTERN METAL SUPPLY, INC 07DATE.•17 L E C O . N C. 4268 WEST ROADS DRWE TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL. 33407 63W N.W. J6th. St.. Ste: 305, V,RC/NA CWODS• R. 33166 PHONE-' (561)209-8263, FAX.- (561)841-1716 17-096 Fh=a : (305)671—ISM . Fax: (J05)671-1531 EB-0006719 REY. fk Dzy=p a+rc Rcv Ac=wmv Iarc 1 DRAWING No WAITER A. 771E T Jr. P.E. 1 OLD 15-ou 071a517 J ALORlDA Lic. 44167 SHEET 11 OF 14 1/4' 0 LAG SCREWS 0 6' 0. C. W/ 1 1/2- Min. THREADED PENETRATION TO EXISTING WOOD HEADER. 1 1 Cont. 1/4" 0-20 S. S. BOLTS 12' O. C. W/ NUT & WASHER 1 " Min. 0.250" i { Max. 2" I 0.500" I f Min. I I 5 Cont WOOD HEADER REQUIRED I 1 I" MINIMUM SEPARATION TO qi GLASS i I o AL TERNA TI VE 8 W 1 k I � 1/4 " C ITW BUiLDEX j W TEK SCREWS 0 6' O.C. I J 1/4' 0-20 x I W 3/4" BOLTS 7/8'x WING 12" O.C. - 3" .500" 9 I Min. \ I Cont. I I I 0.500" ALTERNATE LEG LOCATION WOOD STUD. r I Min: " 0 24' O. C. r-1 7n.—{ REQUIRED i 12"0- COW/ NUT & WASHER. 11 Cont. x 4" x 125' (Min.) \ h 6063-T5 Alum. TUBE (Cont.) / { �—(2) 1/4" 0 LAG SCREWS EACH STUD (M1DND7H OF STUD, 2" Min. THREADED 2 MIN AL TE .RNA TI VE 9 PENIETRATIONI NTO EXIS NG STUD. —1/4" 0-20 ELCO mole/female PANELMATE o 12" O. C. 0 (D & 0 6' O. C. o 02 • W/ 1 7/8' Min. PENEM477ON CI I CONT. I 2" I I Min.l I o In WOOD HEADER REQUIRED 1 I W I" MINIMUM i SEPARATION T GLASS I 2 W 1 J I J � z I 1 1 I k I I I EOf ---- EQ j p-20 ELCO WOOD /( —1/4" PLATE � male/female REQUIRED WOOD PANELMATE B 12" PLATE O. C. - W/ 1 7/8" REQUIRED Min. PENETRA770M a _ MIDWIDTH OF PLATE AL TERNA TI VE 10 WALL MOUNTING INSTALLATIONS SECTIONS A SCALE : 1/4' = 1' NOTE FOR COMBINATION OF SECTIONS: FLOOR/ WALL/ 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 MEMBERS TO BE SOUTHERN PINE No. 2, V// SPECIFIC DENSITY OF 0.55 OR EQUAL. EQ WOOD PLATE REQUIRED 1/4' 0 LAG SCREWS 0 1/4' 0 LAG SCREWS 4" O. C. W/ 1 1/2' Min. 4" 0. C. W/ 1 1/2" I.fin. THREADED PENETRATION 1 THREADED PENETRATION TO EXISTING WOOD BEAM. TO EXISTING WOOD BEAM —Jp ! ONT I (OPEN POSITION 4" x 8" (Min.) EXISTING E4 EQ WOOD BEAM REQUIRED. EQ .1/4' 0 LAG SCREWS 0 STRUCTURAL ADEQUACY 6" O. C. W/ 1 1/2' Min. OF EXIS77NG WOOD BEAM THREADED PENETRATION TO BE CER71nED BY TO EXISTING WOOD REGISTERED ENGINEER OR I HEADER. ARCHITECT PRIOR TO SHUTTER INSTALLATION. I 7 1 E { .� E4 I 2 j ti I I Min. I J 9 I I ti Cont. i 1/4" 0-20 x 3!4" O _ J Z I BOLTS U 3/32` WING NUT m WOOD HEADER I Lu I 0 12' 0. C. & Q I REQUIRED I W 1. MINIMUM i & ® 6" 0. C. a 20 L 1 " MINIMUM l SEPARATION TO 1 2 SEPARATION TO r— I i GLASS I LLJ GLASS 1 " MINIMUM i 2 SEPARATION TO I GLASS I W V �- 1 CONE 1UZI j o I 7/8" x 3/32" W I ! WING NUT I T2' O. C. -- I 2" x 6' k I + 10 I WOOD DECK ® OR 9 ' I Cont. 1" I REQUIRED Cont. I 1" 1 1 k 1/4" 0 LAG SCREWS ® I THREADEDV PENET /TlON/n E 0 MIDWIDTH OF PLATE. 1 1 ' M/N/MUM SEPARATION I 1 TO GLASS 1 mllll�-=mil �) 1 " �/4' 0 LAG SCREWS 4" O. C. W/ 1 1/2" M7n. THREADED PENEM47`10N. 0 AL TERNA TI VE 1 7/8" x 3/32' —WING NUT EA. STUD • NOTE: SNAP CAP 0 TO REMAIN CLOSED AT RON HURRICANE COND/770NS. OOPENNT (OPOSITION •) ALx 8" (Min.) EXISTING WOOD BEAM REQUIRED. STRUCTURAL ADEQUACY OF EXIS71MG WOOD BEAM TO BE .CERTIFIED BY REGISTERED ENGINEER OF ARCHITECT PRIOR TO SHUTTER INSTALLATION. i I 5 0 ( Cont. m I I W I ti I 2 I I 1 W I � I � I z E` 2 1 � I I I a I I 2" x 6' WOOD DECK REQUIRED 1/4' 0 LAGr SCR 1 ® 14' 0-20 x 3f4' BOLTS W/ 7/8 x 4" O. C. W/ 1 1/2" Min. 3/32" WING NUT THREADED PENETRATION. 0 12" 0. C. AL TERNA TI VE 2 CEILING & FLOOR MOUNTING INSTALLATIONS SECTIONS B SCALE : -r SECTION @ STUD TYP. TOP/BOTTOM �O,t:'•...!`2pR�DQ A L TERNA TI VE 11 /ONA0 INSTALLA TION DETAILS ON EXISTING WOOD BUILDINGS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02017 TILIECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.25 " DEEP) DRAWN BY. EASTERN METAL SUPPLY, INC 07DAM17 L E C O I N C. 426B WEST ROADS DRIVE TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, !Z 33407 6355 N.W. 36th. St., Ste. 305. MG.4Yi1 GARDENS n. 33166 PHONE. (560209-8263, FAX: (56l)841-1716 17-096 Phone : (JO5)871-1530 . Fox : (305)871-ISM EB-0006719 fty. Me oEsomm 1 ms 1 7 AB cesoeamxm art DRAWING No WALTER A. TILLIT Jr. P.E. r ato r5-tom P712611d a FLORIDA Lic. f 44167 , SHEET 12 OF 14 EV ED 11410 LAG SCREWS ® 6" O.C. W/ 1 1/2" MIN. THREADED PENETRATION TO EXISTING WOOD HEADER'm 7 . .250" - - .500 I1 Cont. 0 WOOD HEADER I m REQUIRED I 1 W 2 1' Min. I 41 SEPARATION TO GLASS z W Q o LASS 140-20 SS, BO0LTS W/ I 7/8 0 x 3/32" WING NUT Cont, ® 12" 0. C. \-11410 LAG SCREWS 0 6 1 D�PENETRATION0 2"x4" LE.I MW AL TERNA TIVE 12A 1/410 LAG SCREWS ® 6- O.C. W/ 1 1/2' MIN. THREADED PENETRATION TO EXISTING WOOD HEADER. .250" ---f-.500"7 I 1 O3 Cont. WOOD HEADER I REQUIRED I 1 0 W 1 " Min. I m SEPARATION i w TO GLASS P i z ti 1 TAIL 2/1i 5� I Z ti 314' I 1 I W 16 1/40-20 S.S. x BOLTS W/ e z 7/8O x 3/32 {Y/NG NUT ® I ® 12' 0. C. -,� Cont. V4 O LAG SCREWS- 6 O. C. W/ 1 27/32" Min: PENETRATION M/DW/DT H OF PLATE. 2" x 4" PLAT REQUIRED INTERIORLY REMOVABLE PANEL (D W/ S/OEVIALK BOLTS SEE DETAIL 2) CONNNLrD F718-OX3132- TED TO 16 THRU 5/8O A� REART W1610 WINGNUT AL TERNA TI VE 12B ® EVERY SIDEWALK BOLT. _WALL MOUNT/NO INSTALLATIONS SECTIONS 1 * VALID FOR Max. f63.5, —63.5 psf. SCALE: 1/4 " _ " A.S.D. DESIGN PRESSURE RATING. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS too �� y�Q • JCEN' •••lik ,` l 67 •. (ATE OF A Of NAI 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 °'/D,E" ECO..C.IILI4268 WEST ROADS DRIVE TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL. 33407 6MS N.W. 361h. St.. Ste. 3o5. WROW14 GgRDENS R. 33166 PHONE.(561)209-8263, FAX' (560841-1716 17-096 Phone : (305)871-1530 . Fax: (305�71-153f EB-0006719 Rry "0 ° - DAYE No Drsommay art DRAWING No WALT7=R A. TILL? Jr. P.E. r otn 15-0" �j76/t a FLORIDA Lic. 44167 ? � SHEET T3 OF 14 2017 TTLTECO, INC. 11410 S.S. LAG SCREW ® 4" O.C. V//1 1/2" MIN. THREADED PENETRATION SEE SCHEDULE FOR Min. SEPARATION TO GLASS 11410 LAG SCREWS W/1 1/2' MIN. THREADED PENETRATION 7/8'0x: WING NUT o 6' 0. C. 5 Cont. 11410 S.S. LAG SCREW ® 4" O.C. W/1 1/2' MIN. THREADED PENETRATION —4" x 8" (Min.) EXIS77NG WOOD BEAM REQUIRED: S7RUCTURAL ADEQUACY OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. ( 'I - ) 0.25' a 1 Z W z W 2 4 0 B0 x 3/32" VG NUT ERY STUD 12" O. C, i 2' x 6' —WOOD DECK REQUIRED EXISTING SEE SCHEDULE GLASS FOR Min. SEPARATION TO GLASS + ALTERNATIVELY, TRACK 4Q MAY BE ATTACHED TO HOLLOW CEILING AS PER DETAILS SHOWN ON ALTERNATIVE 9A, SHEET 13. 0.25" Cont. Y/8 2' x 6" WOOD DECK REQUIRED INTERIORLY REMOVABLE PANEL(PAIVEL(D W/ SIDEWALK BOLTS�,SEE DETAIL 2) CONN CTED TO 11 THRU 5/8 0 HOLES AT 11 ® 6" O.0 & FASTENED AT REAR W1 718'Ox3/32" V/ING NUT & EVERY SIDEWALK BOLT. ALTERNATIVE 13A ALTERNATIVE 138 -CLUNG A FLOOR MOUNTING INSTALLATIONS SECTIONS 13 SCALE : 1/4' = 1' 1/4'-20xl" S.S. SIDEWALK BOLTS W/3/4' SLOB D HEAD, FIXED INTERIORLY REMOVABLE PANEL THRU KEY HOLE O2 0 6" O.C. W/1/4 =20 NUT AT REAR. --I L—.050' -�) HOLE 6 6. O.C. _DETAIL 2 — INSTALLATION OF 1 /4 x1' SIDEWALK BOLTS Q REMOVABLEyeuc/ SCALE.• 1' = 1' 11410 LAG SCREWS 0 2" O.C. W/1 1/2" MIN. THREADED PENETRATION 11410 S.S. LAG SCREW 0 4" D.C. W/1 1/2' MIN, THREADED PENETRATION EXISTING SEE SCHEDULE GLASS FOR Min. SEPARATION TO GLASS Cont. `-LEG LOCATION 1.125" Q 11410 S.S. LAG SCREW '1'I ® 4" O.G. W/1 1/2' MIN.-!41� P►•� J THREADED PENETRATION ,�1 �•......., J (Min.) EXISTING ` aQ' ' •• �ENS�•`"•• •'p WOOD BEAM REQUIRED. t �+ t ` STRUCTURAL ADEQUACY E E \ ••• OF EXISTING WOOD BEAM TO BE CERTIFIED BY REGISTERED ENGINEER E EQ-� ` OR ARCHITECT PRIOR TO SHUTTER INSTALLATION. () I �_6. A� I p t� LV oil � I4 Cont. m ti SEE SCHEDULE I 1 Z GXL STS G FOR Min. 1 SEPARATION 1O W TO GLASS I w 2 j W W ( A o DETAIL 2 � 7/8" 0 x 3/32" 7/8' 0 x 3/32"WING NUT 0 i; EVERY STUD WING NUT 0 EVERY STUD Y $ 17 / ® 12" O. C. Cont. 1 ® 12" O. C. ALTERNATE LEG LOCATION I \ 1 2' x 6' 9 WOO° DECK —WOOD DECK REOUIREO 1•- REQUIRED INTERIORLY REMOVABLE PANELQI W/ SIDEWALK BOLTS�SEE DETAIL 2) 1/40 LAG SCREWS ® 2' O.C. 1/40 LAG SCREWS ®4" O.C. CONNECTED TO 11 THRU 5/8 0 W/1 1/2' MIN. THREADED PENETRATION W/1 1/2" MIN. THREADED PENETRATION HOLES AT 11 & 6' O.0 & FASTENED AT REAR W 7/8"Ox3/32" WING NUT 0 EVERY SIDEWALK BOLT. ALTERNATIVE 14A ALTERNATIVE f4B CEILING dr FLOOR MOUNTING INSTALLA SECTIONS 14 SCALE : 1/4" = I' 1J NOTE FOR COMBINATION OF SECTIONS: REMOVABLE PANEL 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 PANEL'S LENGTHS UP TO 9'-O". 2. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. FLORIDA 02017 770ECO, INC. tL ECO ���. TILLIT TESTING & ENGINEERING COMPANY "55 N.W. 35th. St., Ste. 305, V.RGJ A G4RDEN5 n. ml66 Phone : (305)B71-1530 . Fax : (305)871-1531 EB-0006719 WALT£R A. TILLIT Jr. P.E. FLORIDA Uc. if 44167 BUILDING CODE (Non High Velocity Hurricane Zone) 0.050" BERTHA ALUMINUM STORM PANEL L.C. (2.25 " DEEP) DROWN BY: EASTERN METAL SUPPLY, INC °'DAB" 4268 WEST ROADS DRIVE WEST PALM BEACH, FL. 33407 PHONE-- (560209-8263, FAX' (561)841-1716 17-096 NO olnr✓rlow wlr Am N. DEr m"m an DRAWING No 1 OtD 15-oa 71.611 J 2 SHEET 14 OF 14