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HomeMy WebLinkAboutFL11964_R5_II_DRWING_EMS_0.050 (Jackson residence) GEME.4AL NOTES: 1. STORM PANEL SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN NOTES: ACCORDANCE WITH THE2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS STORM PANEL SHALMBE MINIMUM EMBEDMENT OF TAPCON ANCHORS, S.G. TAPCONS, ELCO PANELMATE, ELCO TVAS.B.1) M INSTALLED AT HIGH VELOCITY HURRICANE ZONES (MIAMI-DADE / BROWARD COUNTIES). INTO THE CONCRETE BLOCK UNIT SHALL BE 1 1/4". DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1606 OF THE ABOVE MENTIONED CODE, B.2) -3/4"0 SOLID SET ANCHORS SHALL BE ENTERILY EMBEDDED INTO THE CONCRETE BLOCK UNIT FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-16 SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN 1/4"0-20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. WITH NO STUCCO. B.3) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASIDE 7-16 SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE INDICATED ON NOTES B.1) & B.2) ABOVE. THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON SHEETS 2, 7, 9 THRU 17. IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D. AS TESTED WERE NOT OVER STRESSED, A 33% (C) TO EXISTING WOOD FRAME BUILDINGS, SEE SPECIFICATIONS ON SHEETS 12, 13, 14 & 15. ANCHORAGE SHALL BE INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS MM USED IN THEIR ANALYSIS. A DURATION FACTOR CD=1.60 WAS PERFORMED BEYOND ANY FINISH MATERIAL AT WALL LIKE BRICK VENEER, STUCCO OR ANY OTHER FINISH. USED FOR VERIFICATION OF FASTENERS IN WOOD. S (D) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION MANUFACTURER. 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER AMERICAN TEST LAB REPORTS # 0321.01-05, # 0812.01-05 AND # 0119.01-06, PER ASTM E 1886, E 1996 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONES 1, 2 AND 3; MISSILE TYPE D (BASIC PROTECTION ONLY) AND FOR INSTALLATION AT NON ESSENTIAL FACILITIES AS DEFINED BY ASTM E 1996. 7. PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLATION DETAILS SHOWN ON SECTIONS 1 THRU 13 (SHEET 4 THRU 8) EXCEPT THAT HEADERS 2, 3, 3A & 4 SHALL NOT BE USED. 2. ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. B. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY & TEMPER UNLESS OTHERWISE NOTED. IS TO BE ATTACHED TO INSURE PROPER ANCHORAGE. THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE, BLOCK OR STORM PANEL COMPONENTS ® STUDDED PLATE AND 1® SNAP CAP ARE PATENT PENDING. ALL ALUMINUM EXTRUSIONS IN WOOD FRAME BUILDINGS. CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION 111-6 OF THE 2015 ALUMINUM DESIGN MANUAL. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL DIN 50018 W/ 50 ksi YIELD STRENGTH AND 90 ksi TENSILE STRENGTH & SHALL COMPLY W/ FLORIDA BUILDING CODE LENGTH. SECTION 2411.3.3.4. 10. (a) THIS P.E.D. PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR AISI 304 SERIES STAINLESS STEEL, WITH 35 ksi MINIMUM YIELD STRENGTH. PROJECT; i.e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. 6. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS P.E.D. PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON -1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W./BUILDEX. THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. -1/4"0 S.G. TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. -1/4"0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. (c) THIS P.E.D. WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. -1/4"0 X 3/4" SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. NOTES: (d) SITE BECOME THEICENGINEER TS SHALL BE OF RECORD (E.O.R.)EFORYTHEFLORIDA PROJECT ANIDTERED WHO WILLINBER OR ARCHITECT RE RESPONSIBLE FOR TICH WILL HE PROPER A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS AND S.G. TAPCONS IS 1 3/4"; FOR ELCO USE OF THE P.E.D. PANELMATE AND ELCO TVAS IS 2". 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. A.2) 3/4"0 SOLID SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. (e) THIS P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF -1/4"0 -20 SCREWS USED SHALL BE 1 1/2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR RECORD THAT PREPARED IT. WALLS WITH NO STUCCO. 11. SHUTTER MANUFACTURER'S LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN A.3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS, OR PAVERS BE FOUND ON THE EXISTING WALL OR ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS, ANCHORAGE OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 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 S.G. TAPCONS AS MANUFACTURED BY ITW/ BUILDEX. THIS DRAWING SHALL ONLY BE USED TO -1/4"0 PANEL MATES ANCHORS MALE OR TVAS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. -1/4"0 x 3/4" SOLID SET ANCHORS, AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & SPECIALTY COMPANY. OBTAIN PERMITS IN THE STATE OF FLORIDA All TI \,\�,ENSF ��''•�; FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02020 TILTECO, INC. 0.0500 BERTHA ALUMINUM STORM PANEL MP No. 44167 = (2.00` DEEP) DRAWN er.• * • * = EASTERN METAL SUPPLY, INC 71812020 STATE OF :Q ZI O M C• 4268 WEST ROADS DRIVE DATE: �, �C •, �� TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL. 33407 J/��I '-r�O�•'•, �ORID \� �� 6355 N.W. 36th. St.,Ste.305,MRGINIA GARDENS• Fl. 33166 PHONE: (561)209-8263 �O��p= �r�Fns; .•,,, .• \vG Phone :( )87CA�ODU6719 (305)671-t53t FAX: (561)841-1716 W �ry� �ONALE 1��l+ WALTER A. TILLIT Jr., P.E. ogre aEv.N. ocscnrnoN oA1E DRAWING No llllllmllNlll4 FLORIDA Lim. 44167 OLD 17-097 2 ; SHEET 1 OF 17 2 4 14.101" (TOTAL WIDTH) 8.151" (TOTAL WIDTH) - 12.000" (EFFECTIVE WIDTH) - 6.000(EFFECTIVE WIDTH) - 1.070"-1 1.170" L PA 1.070" 1.070"- 4.880" 1.170" mAna r A.S D. DESIGN PR�i'SSU�'i gAmm (pa.f) a D r©•®AS APPLICABLE, r"'�\.8 p00" (NP•) ® } CORM ©• AS APPLICABLE S- ONDING KAAM U11e< NEL ENGTH 75" SCHEDULE � l yp) o (ryp.) o OT p " N OT a �0.250 A<0.250 " N ryh ryh o - i PANELS RETAINED AT BOTH PANELS RETAINED AT LEAST 2.020 �- 2.020" E-- ° -A 2.020" ENDS ilk' TRACKS M ONE OF TIMM ENDS FULL PANEL W/ HEMMED EDGES HALF PANEL Wf HEMMED EDGES ®®®ee®00 Wm T"m OR DIRECT MOUNTED * ®®& OR ®* MAXIMUM MAXIMUM 14.375" (TOTAL WIDTH) - 8.425" (TOTAL WIDTH) --I A.S.D. DESIGN Max. PANEL LENGTH A.S.D. DESIGN Max. PANEL LENGTH PRESSURE RA77NG L (ft.) PRESSURE RATING L (h•) 12.000" (EFFECTIVE WIDTH) 6.000(EFFECTIVE WIDTH) - (p.S.f.) (p.S.f.) 1.070" r�©• 170"I I I �/1p 1.070" ®4.880" 1.070" /1710. " i 050 +30.0, -30.0 +30.0, -30.0 i3'-o" 5O"(T'PJ A APUCA "Crn'•1®AS APPLICABLE yp)(Typ.) . ( +35.0, -35.0 12'-8" +35.0, -35.0 12'-0" N +40.0, -40.0 12'-4" +40.0, -40.0 11'-3" 2.020" o 2.020 o 2.020" 4- +45.0, -45.0 12'-0" +45.0, -45.0 10'-0" OPTIONAL FULL PANEL W/D HEMMED EDGES OPTIONAL HALF PANEL W/0 HEMMED EDGES +50.0, -5O.o 11'_0" +50.0, -50.0 9'-0" T1 STORM PANEL +55.0, -55.0 10'-0" +55.0, -55.0 8'-2" SCALE : 114" = 1" +60.0, -60.0 9'-4" +60.0, -60.0 7'-6" +70.0, -70.0 8'-0" +70.0, -70.0 6'-5" t8O.O, -80.0 7'-0" t8O.O, -80.0 3" CONCRETE ANCHORS (SEE SCHEDULE) ill Maxl 1 Min. 1 Min. +90.0, -90.0 6'-3" +90.0, -90.0 5'-0" 0 0 0 0 +90.0, -100.0 5'-7" +90.0, -100.0 5'-0" T, i +90.0, -110.0 5'-1" +90.0, -110.0 5'-0" J i +90.0, -120.0 4'-8" +90.0, -120.0 4'-9" c� +90.0, -130.0 4'-0" 12" 1 W z * O MAX. A.S.D. DESIGN PRESSURE RATING & MAXIMUM A A Z PANEL LENGTH FOR INTERNALLY REMOVABLE PANELS AS PER MOUNTING INSTALLATIONS ON SHEET 7 OF 17 IS 2 + 50.0, - 50.0 p.s.f. W/ 88" MAX. PANEL Q4 LENGTH. o MAX. A.S.D. DESIGN PRESSURE R477NG & MAXIMUM PANEL LENGTH FOR MOUNTING AS PER ALTERNATIVE f 11 AND 14 ±- ON SHEET 14A AND 15 OF 17, RESPECTIVELY, ARE t5O.O,-60.0 p.s.f. FOR 78" Max. PANEL LENGTH, CONCRETE ANCHORS (SEE SCHEDULE) ± 3"- LENGAND + 0.0, -50.0 p.s.f. FOR UP TO 108" PANEL Max. Max. �1�ii1111�1fiiliiif"� I Min. STORM PANEL 1 Min. TI(���! TYPICAL ELEVATION P� �GE(�Sc •:%p'�% FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N. T. S. = \ ` '= 02020 TILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL M P 1/4" Max. GAP 1/4"" Max. GAP = No. 44167 *__ (2.00" DEEP) DRAWN BY. _ * _ EASTERN METAL SUPPLY, INC 719i2o2o STATE OF Z�T;m c o I Ix C. DATE: 4268 WEST ROADS DRIVE TILLIT TESTING do ENGINEERING COMPANY WEST PALM BEACH, FL 33407 6355 N.W. 36th. St.,Ste. 305,NRGIN. GARDENS, 5 a3786 PHONE: (561)209 17163 20-183 �i •• �� Phone :(305)871-1530. Fax :(305)877-7537 FAX: (561)841-1716 SECTION A-A ��'��.Fss�o N a�ECG WALTER A.0006TILLIT 1J9r.. P.E. 1Y•No ocsmpTmm wtc Na mscotmm mac DRAWING No N. T. S. ff1tilll1m6*0 FLORIDA Uc. 44167 010 17-087 s1 4 SHEET 2 OF 17 2.251 0.0f0 DP. X 0.010 R. 2'368 1/4- 0 -20 S S. MACHINE BOLT W/NUT k WASHER a bo �.214 o O 12'0. C. - .110" p g ` 2 2.J50' 0 IIEU-- N 6 1 -Et7.- {nF65 y N . �,bp g _ N ,ryg 3'ag' m 0 N Z� + e�ryh o fn R 156 J- Z 09°' wo' Q �v 17�i h h + 4 3.000' '�. e1 a I- �• h .094' z / Cont. AfAA: .150' m U h N R�60 h 125" .094- n N R.250. + P• -{N +� 090' 090- �^ 094' N �12 2.5 6" •`C R 2 tb- L-12.464' 30 - - J.000' 30 "4K. L2�_12.464" .125" - �I�•---2.125 -i_ o,� � 2.493" © I m TRA A p © h HEADER m - 3 �, ® "U"' HEADER 5Q 3" MAX. ANGLE BUILD OUT 88.40 T �`J/8'' 1' SCALE:3/8'- 1- 31 3 Max. U BUILD OUT 3A OPTIONAL 3 Max. U BUILD -OUT HEADER y.�:J/e-_ ,- s�:J/8._ 1. SCALE:3/8•- 1' SCALE:3/8'- 1' .750' .750' 1/4"Y -20 S.S. SW RNEMD TO ANGLE MI 374'- �.C193' 114-0 -20 S. S. STUD 1/4'•-20 S. S. S7VD 7Yp, .f25' r- O 12'O.C. .190' 188- ;D RIVETED TO ANGLERmMV TO ANGLE o h 750 r O SPACINGS SHOWN 0 1- LEG L=nON n $ �-• I ON SECTIONS. SEE m _ �-��'' N SEE i.� ^ SEE 1 DEFAILL II a N LEG LOCATION n m "' = DETAIL 1 o I DETNL 7 .093• .' 1 JIB.' J� -- _ + t . - -T F_2.000'� -- (w� O O O 1� MINI WALL 1.75 x0.632" (�)x 1/8" 7 REVERSED "F" ANGLE TRACK 8 "Em TRACK ANGLE 9 STUDDED ANGLE ANGLE WITH STUD ANGLE WITH STUD SCALE:3/8'- I' SCALE:3/8'- 1' 606J-75 Alum.ALLOY SCALE. 1/2'= 1' SCALE:3/8'- 1' SCALE.3/8-- I' 0.317- Q 0.315" .225" 1/4-0 -20 t i h 27 ' 062' S S7 304 SERIES S. I N i i r AJ17" i P/VETED TO i 1 o i 66 t O 12"O.C. a i 0.650' + 2.760`813" m.750" $ J m.3.15" �c v o -EDGE of p , 6ig- L L- d .957" .471• m.625 t = Min. .085" LARGE KEY HOLE (OPTION f1 SMALL KEY HOLE (OPTI_ ON 2) O I SCALE:3/8'- I' SCALE:3/8'- 1' 12A ROUND HOLE AT PANEL .379 _ t�eNiiiiiifiifff�lµ, 12 KEY HOLE AT PANEL 1© KEY HOLE WASHER ® STUDDED PLATE � '(�;.. �••... �T EN F' 3105-H154 Alum.ALLOY ��-I Q+NI •' r .786"f SCALE :3/4'- 1' 6063-T6 ALLOY ` .. �v S SCALE,J/8' 1 643 j Ay6 �.125' 063' N 44167 - -o'• STATE OF .'Qz $ T__ - 2.188• N - - -- . . /( FLORIOP.G���c'`=- 11.375• R1.sz8- 0 "� -� - - -- Tm ���''�.�SSIONATYR -5.�- N /llllllll 4f1J 063- FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 15 SNAP CAP 16 B.O. ANGLE ���!�. 1875"SCALE ©2020 TILTECO. INC. 0.050" BERTHA ALUMINUM STORM PANEL M.P 6063-T6 AU Y :3/4-- 7• �ALnEs (2.00" DEEP) DRAWN BY. SCALE.3/8-- 1• DETAIL 1: STUD W/ WING NUTEASTERN METAL SUPPLY, INC 71912020 COMPONENTS ME-C o N . DA EN TS 4268 WEST ROADS DRIVE TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL 33407 6355 N.W. 361h.St.,Ste. 305,VIRGINIA GARDENS, Fl. 33166 PHONE: (561)209-8263 2D-183 Phone : (305)871-1530 . Fax :(305)871-1531 FAX: (561)841-1716 CA-0006719 �� NooEsc�NOI1 �� DRAWING No WALTER A. TILLIT Jr., P.E. FLORIDA Lic. 44167 1 OLD 17-697 /9/2na 3 2 4 SHEET 3 OF 17 9 Cont. POURED CONCRETE CONCRETE ANCHORS �Mo CONCRETE ANCHORS CONCRETE BLOCK WALL cow. CONCRETE ANCHORS (SEE SCHEDULE) \ REQUIRED(SEE SCHEDULE) � _ (OPEN POSITION t) (SEE SCHEDULE)\ _- 1.000 i I �F -- 3 Cont. 1 -- , ---- I I ---- 500" CONCRETE ANCHORS 500" I I , Max. FOR SPACING) SCHEDULE I I I -- POURED E.D. I I I `� POURED ED. I POURED EtD CONCRETE CONCRETE CONCRETE I I I 2 REQUIRED REQUIRED I I I REQUIRED I I I I I I \ I I I Cont. I I N V I I I COAT. I I N \ I� E.D. I I I I I I I W I I I I I I I I I I W I I I I I I 1 I 2 I I I I I I I x I 1 I I I I i 1" Min. GLASS TION I I I L 1. Min. CLASS /ON I I I °w I I I I y I I t V I I I I y Yj 0 I 1 J I I I'Min. SEPARATION I I 4Wi W W A I TO GLASS I I N I i OPT/�f I" Min. SEPARATION I I W I W CONCRE ANCHORS SECTION 3A TE I I I W I TO GLASS I 1/4" 0-20 x 3/4" (SEE SCHEDULE) IS.S. BOLTS W/ 7/e"IIIIIII IIIiI1IIIII IIIIII ZQao II 332" WING -NUT ® Min. � onIIIII t.���IIIIIIII III1IiII titZWQ0WW2a^ O. ¢ Wcx IIIIII IIIIIIIIII 112/ C. ~ �i PO � N E.D.E.D. N POURED BLOOR CK CONCRETE REQUIRED REQR POURf - OUR CONCRETECONCRETE OR CONCRETE CONCRETE ANCHORS OR CONCRETE A (SEE SCHEDULE) UREEE / WA BLOCK WALL BLOCK WALL ED. REQUIRED REQUIRED E. D. 1' M/ I � TO GLASS ` IIIIIIIII 1I " WQak0 I (OPEN POSITION 1) L 1s'1- CONCRETE As H �4625' SECTION 0 ANCHOR_ CONCRETE ANCHORS 250' (SEE SCHEDULE) Cont. OPTION rrr (SEE SCHEDULE) Max.9 Cont. SECTION 3A I I I WALL MOUNTING INS TALLA TION I I I I �COA?. SECTION 0 ANCHOR SCALE : 1/2' = 1' 1 1/4" 0-20 x 3/4' SEC TION 2 S.S. BOLTS Wi 7i8 x I l I 3/32' WING NUT ® 1 1 1 I I 7/8"x 3/32' POURE.rl 12' 0. C. I I I 1 I WING NUT I I I I I I ® EA. STUD CONCRETE I I I ^ OR CONCRETE i IIII IIIIIII iIIIII 1 POURED CONCRETE ORBLOCK WALL= E.D. CONCRETE BLOCK WALL REQUIRED POU CONCRETE --_- 66~ 7/8 x 3/32 E. D. EDGE DISTANCE ED. OR CONCRETE I WING NUT ® (SEE SCHEDULE ON S Cont.p IIIII IIIII I CONTBLOCK W EVERY STUD SHEETS 9 & 10 & 11) CONCRETEREQUIR REr / 5 ® 12 0. C. (SEE SCHEDULE) (OPEN POS70N+) I I SECTION 0 STUD W 1 1 TYP. TOP/BOTTOM h' I 1 1.12$" " WALL MOUNTING INSTALLATION �o >< BUILD OUT INSTALLATION + NOTE: SNAP CAP NON T SECTION 4 tail g REMAIN CLOSED AT 9 Cont. NOTE FOR COMBINATION OF SECTIONS : SECTION 3 HURRICANE CONDITIONS. SCALE : 1/2" � I 7 f Atli- 1 SECTION ® STUD WALL MOUNTING SECTIONS Y COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. �� � • T /i MALL MOUNTING INSTALLATION Q� F ©2020 TILTECO, INC. FLORIDA0.0 50 BUILDING NBERTHA ALUMINUM STORMcPANEL171caneMZone) • �ENS SECTION scacE : r/z' = 1~ _ s_ (2.00" DEEP) DRAWN BY. No. 44167 * EASTERN METAL SUPPLY, INC 71912020 NOTE :DETAIL OF SEC710N ® STUD VALID ALSO FOR =* 1 L E C O N C. 4268 WEST ROADS DRIVE DATE: WALL MOUNTING INSTALLATION - SECTION 2 (TOP) �- TATE OF :Q TILLIT TESTING do ENGINEERING COMPANY WEST PALM BEACH, FL 33407 F 0 R1aP •��` 6355 N.W. 36th.St.,Ste. 305,WRGINIA GARDENS, FI.33166 PHONE: (561)209-8263 20��83 (f/ 4 �� Phone : (3D5)5 CA-00. Fax : (305)871-1531 FAX: (561)841-1716 � ••. \� �� CA-0006719 ///ij Fss •��G���`� WALTER A. TIWT Jr.. P.E. �.NO °SON DAh M.N. �wTM DATE DRAWING No •,,,�� �ONA1- `,``\� FLORIDA Lic. 44167 2 an 17-097 SHEET 4 OF 17 7/8"x 3/32" CONCRETE ANCHORS SOLID SET OR ELCO male PAMELMATE OR S.G. TAPCONS WING NUT EMERY STUD (SEE SCHEDULE)\ CONCRETE ANCHORS E. D. ® ©OR ® W/1/4 0-20 SIDEWALK BOLT OR ® 0 P' 0. C.ES - 0 3 Cont. — 1" Mm. o x CONCRETE ANCHORS E D. (SEE SCHEDULE) ® OR ®W/ 13 W/1/4 0-20 7RUSSHEAO BOLT + + AT OR S.G. TAPCONS ---- (SEE SCHEDULE) \ rrE D. (SEE SCHEDULE FOR SPACING) I - �l POURED CONCRETE I I I I I POURED CONCRETE REQUIRED d I REQUIRED EQ. I EQ. I I POURED POURED I I I -- CONCRETE I I d I REQUIRED I I I CONCRETE I T 4i I I I I I II OR CONCRETE I I I h o (ALTERNATE I I BLOCK WALL I I LEG LOCATION REQUIRED I I I I I I 1 I I I I I I I I I i I I I 4 Cont. `8 Conf. I I I I I I I I N 1/4 0-20 x 3f4- I I 1N I I I I BOLTS 7/8 I I w I I W I I i i to 1 x 3/32 WING NU I I to I I 1 h ® 12" O.C. I I = I I I CONCRETE ANCHORS �� �r (SEE SCHEDULE) SECTION 5A O I I I I I I W I I I I W I I I Z I I I U I I I I U I I I I N W W 1 I I `, L---- cont. i-z W 1" Min. SEPARATION I I W I O I TN J 1"MrTO GLASRATION I t J TO GLASS 1"Min. SEPARATION POURED I I W I O I TO GLASS I 4 I I I W I 2 2 I I I W CONCRETE I I = I I ¢ I e I I I REQUIRED I I I k I 7/8"x 3/32" k I k I I I I I W I I WING NUT 0 1/4p 0-20 x I 1 I EVERY STUD I II iI I 9 I II I 3W/4 S.S. BOLTS 7/8"x3/32" ® 12" O. C. I Cont. WING NUT & POURED 12» I II 0 C I I CONCRETE I I I I h o I j j OR CONCRETE I I I t 0 I 1.125" 1 1 N I 7 I I BLOCK WALL ki I Co�I' REQUIRED i I � I I k I7777777717 OPTION 12 I 7E. D. POURED CONCRETE IPOUREDCONCRETE SECTION 5A REQUIRED REQUIREDCONCRETE ANCHORS CONCRETE ANCHORS SOLID SET OR ELCO mole PANELMATE OR S.G. TAPCONS (SEE SCHEDULE) (SEE SCHEDULE) E. D. ® O2 OR ® W/1/40-20 SIDEWALK BOLT OR ®OR ®W/@ W/1/40-20 TRUSSHEAD BOLT + + (SEE SCHEDULE FOR SPACING) I I I CEILING & FLOOR MOUNTING CEILING & FLOOR MOUNTING DIRECT WALL MOUNTING INSTALLATION D. M. I"Min. SEPARATION ]i INSTALLATION — SECTION 6 INSTALLATION — SECTION 7 — SECTION 8 SCALE : �1YIIl11111+11111/f TO GLASS ; j 7 8"x 3 32" aaaa` ERA. TlZZ '''�., I I WING NUT 0 SCALE 1/2" SCALE 1/2" = 1" � /T✓i��i EVERY STUD ��C ENSF -.-. I � i I ® 12" 0. C. Cont. I No. 44167 - I O >< 'TATE OF FO R O'• .NN�``'`.�� POURED CONCRETE 1 5 P E. D. EDGE DISTANCE POURED I I = (SEE SCHEDULE ON CONCRETE ANCHORS E. D. SHEETS 9 & 10 & 11) '''fff1111111111N11a (SEE SCHEDULE) FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02020 TILTEco, INC. 0.050" BERTHA ALUMINUM STORM PANEL M.P NOTE FOR COMBINATION OF SECTIONS (2.00" DEEP) DR AWN BY.- BUILD—OUT & FLOOR MOUNTING WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE EASTERN METAL SUPPLY, INC 71912020 INSTALLATION — SECTION 5 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. rl LT E C O N t. 426a WEST ROADS DRIVE DATE.' TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL 33407 6355 N.W. 36th.St.,Ste. 305,VIRGINIA GARDENS, Fl. 33166 PHONE: (561)209-8263 ZD—t Phone : (301.5 1-1530 .Fax :(305)871-1531 FAX: (561)841-1716 SCALE 1/2" = 1" CA-0006719 Kv.No � DATE REV No DUN KIN DATE DR4W/NG No WALTER A. TILLIT Jr., P.E. FLORIDA Lic. 44167 /ana 3 2 4 SHEET 5 OF 17 CONCRETE ANCHORS SOLID SET OR ELCO male PANELMATE OR S.G. TAPCONS (SEE SCHEDULE) E. D. ® 12 OR 2® W/1/4'0-20 SIDEWALK BOLT OR ® POURED \-1 N 7/8'0 x 3/32" CONCRETE I I ® OR 12 W/ 13 W/1/4'0-20 TRUSSHEAD BOLT + +. WING NUTS ® 12" O.C. REQUIRED EQ. I EQ. (SEE SCHEDULE FOR SPACING) — AT PANELMATES OR S.G. TAPCONS I I I fr I I I i I I I I I I I I 4 Cont. p I I I I I I I I I I I I I POURED CONCRETE I I I I I REQUIRED I I I I I E. D. = EDGE DISTANCE I I 1 (SEE SCHEDULE ON SHEETS 9 & 10 & 11) I I I W I I I Lu - I I i i Lu 1" Min. SEPARATION i = NOTE FOR COMBINATION OF SECTIONS o I TO GLASS i 1cn —I 1" Min. SEPARATION I W W WALLIFLOORICEILING MOUNTING SECTIONS CAN BE TO GLASS I I v I ul COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. I I I I I I I W I I I I ti I I I Z I I I W + + SIDE WALK BOLTS ARE 3/4'0x3/32"7HICK I I I Z I W HEAD MACHINE SCREW W/LENGTH I 4 1 7/8" 0 x 3/32" I i I AS PER NOTES A.2 & B.2 (SHEET 1) I I I W I WING NUT ®— I 1 I EVERY STUD x TRUSS HEAD BOLTS ARE 1/2'0x 1/8"THICK I I I Z I o 12" 0. C. I I HEAD MACHINE SCREW W/LENGTH 1 7/8" 0 x 3/32" I i I I 1 1 AS PER NOTES A.2 & B.2 (SHEET 1) WING NUT ® I I x EVERY STUD I I I 1 ® 12" 0. C. I I I I I I I I 1 Cont. I I I I I ALTERNATE LEG I I L o POURED o i I I 1 - -LOCATION 1 1 N z CONCRETE I I I OR CONCRETE — BLOCK WALL I I I REQUIRED I xLO I I POURED I I 1» L— —— N 1 1 CONCRETE I 1 L� REQUIRED I I EDGE OF CONCRETE ANCHORS SLAB IF (SEE SCHEDULE) ' CONCRETE ANCHORS APPLICABLE (SEE SCHEDULE) E.D. VConCEILING & FLOOR MOUNTING INSTALLATION SECTION 10 scA %>> M u,p,,*;. �x-`.��R FLORIDA BUILDING CODE (Non High Velocify Hurricane Zone) WALL MOUNTING INSTALLATION ,.����?�''��GENSF' ��P��'�� ©2020 TILTECO, INC. 0.050' BERTHA ALUMINUM STORM PANEL M.P s (2.00 DEEP) DRAWN eY.• SECTION 9 = 0. 44167 = EASTERN METAL SUPPLY INC 71912020 4268 WEST ROADS DRIVE DATE: STATE OF TILLIT TESTING do ENGINEERING COMPANY WEST PALM BEACH, FL. 33407 [(,V 6355 N.w.36th. St, Ste. 305,VIRGINIA GARDENS, Fl. 33166 PHONE: (561)209-8263 20��83 SCALE 1/2" = 1" ! �C7 FCORIOP ` %10"` `(305)871-1530 • Fox:(305)871-1531 FAX: (561)841-1716 'ice •, �� CA-0006719 DR4W/NG No i N iwv.xo Dcsmrnm imn x�v.ru umawnm oA-m \ W FLORIDA ALTER A. TL c. 441ILLIT 67E s OLD 17'097 ± SHEET g OF 17 11111 d e d 'd Q .._._._..._..-.._.._..._................. d ' EXISTING 1 114" M%N. 2" 3 1/2" BRICK VEENER EXISTING PENETRATION TO MAX MAX 1 114" Mik. MAX2' 311" BRICK VEENER CONCRETE BLOCK ,c PENETRATION TO & 2" TO CONCRETE CONCRETE BLOCK {o .._..... _ & 2" TO CONCRETE I d d e a ° Cont. L—�—_-- --- . .-. . cont. a �.d N g h � Q ! a O I f 4i 1 I I I I I N J I I I I I+ I I I I Z I I I I to to 1/4 Ox8" ELCO mole EXISTING I I W LA POURED CONCRETE PANELMATE TVAS ANCHORS OR 1/4" 0 STEEL ANGLE LINTEL 1/4 mx8"ELCO mole EXISTING I I Z 2o TAPCONS OR 1/4" W OR CONCRETE BLOCK 0 ELCO MALE AS APPLICABLE PANELMATE TVAS ANCHORS OR 1 POURED CONCRETE /4" 0 STEEL ANGLE LINTEL I 4Q WALL REQUIRED OR CONCRETE BLOCK I I PANELMATES (SEE SCHEDULE FOR SPACING). I TAPCONS OR 1/4" 0 ELCO MALE AS APPLICABLE I I v I ! I WALL REQUIRED I I PANELMATES (SEE SCHEDULE FOR SPACING). I I I I I 1 v1 I I I I I `- II _OPTION if I N SECTION 11 A OPTION2 y SECTION 11 A W I L I" Min. SEPAR4110N j TO GLASS I I U I I � I I I I W I I I I EXISTING i Z BRICK SILL I I 1/4" 0-20 x 3/4" I tJu S.S. BOLTS W/ 7/8 lox I Q 3/32" WING NUT ® I I 12" 0. C. a I I E. D. = EDGE DISTANCE I I I I I I t I I (SEE SCHEDULE ON 1 1/4" MIN.. o i SHEETS 9 & 10 & 11) I PENETRATION TO I EXISTING I I I + + CONCRETE BLOCK I W H/NG AS: I 1 SIDE WALK BOLTS ARE 3/4 0x31�32'7HlCK & 2" TO CONCRETE I APPLICABLE ' I I NOTE FOR COMBINATION OF SECTIONS : HEAD MACHINE SCREW W/LENGTH I I I I AS PER NOTES A.2 & B.2 (SHEET 1) I + + I I WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE TRUSS HEAD BOLTS ARE 112 0x1/8"THICK N I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. HEAD MACHINE SCREW WJLENGTH I -__�____ _ \ I AS PER NOTES A.2 & B.2 (SHEET 1) ---- -- - - -- - - I _4---- ------ - - -- - - - I I I I I I I I I I I I I I I I I I I { I I I { g I I 2" 3 1/2" -� Cont. ...... max. Max. I EXISTING ! BRICK >j1111111 N 1 I I f IIII VEENER `�` RA T14�/�'�ii� DR CONCRETEOURED NBROCK-`ETE1/4 08" ELCO mole _���� Q�.• \�ENSc. ✓,p'� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) WALL REQUIRED PANELMATE 11 ANCHORS M4 7/4" 0 ` @2020 TILTECO, INC. 0.050 BERTHA ALUMINUM STORM PANEL M.P TAPCONS OR 1/4" 0 ELCO MALE PANELMATES (SEE SCHEDULE FOR SPACING). No. 44167 = (2.00" DEEP) DROWN BY. L E C �Nc. EASTERN METAL SUPPLY, INC 7%20zo BUILD OUT INSTALLA TION 4268 WEST ROADS DRIVE ??/ '�•• ATE OF •���= TILLIT TESTING g ENGINEERING COMPANY WEST PALM BEACH, FL 33407 SECTION 11 ! • FLUR��P •\� 6355 N.W. 36th.St, ste,sas,vlkGlNa GwoENs,Fl.33t66 PHONE: (561)209-8263 ii \\'S Phone: (305)871-1530 .Fax: (305)871-1531 FAX: (561)841-1716 20-183 �ss+ '•••••• �G ���` CA-0006719 DRAWING No ON AO 11 MM �>E .N. a[sanrlax "„E SCALE : 3/8" = 1" '//Ill f Ill f1111111 1```` W�FLORIDA TLic 1T44167 P.E. s ow 17�7 � 3 SHEET 6A OF 17 ADJACENT INTERIORLY ADJACENT 1/4" 0 TAPCONS PANEL — REMOVABLE PANEL CONCRETE ANCHORS ® 6' 0. C. W/ 1 1/2" Min. THRFADED STORM PANEL 114" Max. GAP AT 6' O.C. PENETRATION TO EXISTING WOOD " Max. GAP '�. � r 1 O HEADER. \ p x p ?i — POURED i 1 CONCRETE W 1 2 OR ANY OTHER REQUIRED �' TOP TRACK I N ! SECTIO / p-B Cont. j ! 2 OR ANY OTHER �+ A O SCALE : 1 1/2" = 1" T/4"-20x 1' S.S. j i j WOOD HEADER Cont.TOP TRACK SIDEWALK BOLTS. ! I ! REQUIRED W/ 7/8" X 3/32' WING NUTS AT OVERLAP jI II �I i 8 (BOTT) 12A,12B 8 (BOTT) z 1 1/4"-20x 1" S.S. W ': ADJACENT SIDEWALK BOLTS. l`� j W !j W PANEL W/ 7/8" X 3/32" INTERIORLY !I W SIDEWALK-20xl' S.S.WING NUTS AT REMOVABLE ADJACENT W 7 X 3 S. 7/8" x 3/32" OVERLAP STORM PANEL PANEL ! Q / / / I !i WING NUT 1" Min. SEPARATION " WING NUTS AT 1"Min. SEPARAnON o TO GLASS I EVERY STUD i TO GLASS i x OVERLAP ® 12" 0. C.i B B POURED i o ° j CONCRETE j OR CONCRETE BLOCK WALL I I j 7/8" x 3/32" -ri QJU, 6 REQUIRED 4i j i ! WING NUT ® W EVERY STUD C)k �j li ® 12' 0. C. PLATE REQ D. ' - 1/4" 0 ELCO PANELMATES SOLID SET OR S.G TAPCONS--,'I" APCONS I I I i OR S.G. TAPCONS W/ 2" MIN. OR PANELMATES ANCHORS - - - PENETR47I0N AT MIDWIDTH ® 6" O.C. AT ADJACENT PANELS OF PLATE ® 6" O.C. ® ADJACENT PANELS 8 (BOTT) 12A,126 8 (BOTT) WALL MOUNTING INSTALLATION WALL MOUNTING INSTALLATION SECTION 12A SCALE : 1 /2" _ '" SECTION 128 SCALE : 1/2' = I" INTERIORLY REMOVABLE STORM PANEL INTERIORLY REMOVABLE STORM PANEL SECTIONS PARTIAL ELEVATION MAX. A.S.D DESIGN PRESSURE RATING = +50.0, —50.0 P.S.f. SCALE : 1 1/2" = 1" ENSF �� ISS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 44167 ©2020 TILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL MP *s (2.00" DEEP) DRAWN BY.• EASTERN METAL SUPPLY INC 71912020 STATE OF I L E C O N c. ' DATE.• / .:�4/ 4268 WEST ROADS DRIVE FLORM� ' \�``.�� TILLIT TESTING do ENGINEERING COMPANY WEST PALM BEACH, FL 33407 G . 6355 N.W.36th St, Ste.&5.NRGINIA GARDENS, Fl.33166 PHONE: (561)209-8263 _ �FSS No 'O N'A;,E� Phone wAL,ER A. 00671LLIT Jr.(WP.E.71-153R FAX 561)84 1716 �� DRAWN 8$ FLORIDA Lic. 44167 R o10 17-07 /a 3 2 4 SHEET 7 OF 17 POURED CONCRETE 1/4" 0-20 S. S. MACHINE OR CONCRETE BLOCK BOLT W/ NUT & WASHER WALL REQUIRED ® 12" 0. C. CONCRETE ANCHORS o ,� 7/8' x 3/32 2.500'Min. ' (SEE SCHEDULE) 0 1 - CONCRETE ANCHORS I WING NUT ® 2.500" -- Cont. POURED CONCRETE ® 12" 0. C. 0 12 STUD Min. ® 12" O. C. OR CONCRETE BLOCK ri CUT PANEL WALL REQUIRED I 1' Min. POURED E. D. J CONCRETE'0 12" O. C. ANCHORS 1.000' CONCRETE i ALTERNATE LEG LOCATION REQUIRED Cont. 4— ' __ 2"x 2'x .055" TO 2"x 5"x .055" Cont. Alum. ANGLE OR N 080'3105-H154 SHEET ''\2"x 4"x O25" a METAL Alum. BENT PLATE `+1 3 ni. Alum. OR 6063-T6 ALLOY S Conf. Alum. ANGLE , , I I" Min. SEPARATION TO GLASS CASE A (P/on) CASE C Plan I I w SCALE.- 1/4" = 1" SCALE. 1/4" = 1" ti 2'x 3"x .093"3105 H-14 OR 2 6063-T6 ALLOY Cont. Alum. ANGLE W WITH ANCHORS 0 12' 0. C. 718" I 1 I ' 1.000" 2 - WING x T @ WING NUT ® i e HALF PANEL i 1/4" GAP 1.000' , 12" 0. C. ' POURED CONCRETE ARIESmax. 3" WA CONCRETE BLOCK 1.000" ' max. i WALL REQUIRED POURED CONCRETE ' Cont. OR CONCRETE BLOCK WALL REQUIRED CASE D (Plan) II II POURED CONCRETE ; ; SCALE 1/4" = 1" REQUIRED LJ CONCRETE ANCHORS (SEE SCHEDULE) _ E. D >i 90' < L 135' g � X = BUILD OUT DISTANCE CEILING & FLOOR MOUNTING ----- N TRACKS OYP) \ I 1.5x�—� � INSTALLATION — SECTION 13 2" Max. �''• x SCALE 1/2" = 1" 1 __----------- ---- N E. D. = EDGE DISTANCE 1/4" 0 BOLT 4"x 4"x .072' (SEE SCHEDULE ON 0 24' 0. C. 3105-H14 OR 6063-T6 ALLOY SHEETS 9,10 & 11) W/JACKNUT Cont Alum. ANGLE NOTE FOR COMB/HAT/ON OF SECTIONS CASE B (Elan) CASE E (Plan) WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE SCALE.• 1/4" = 1 END CLOSURES DETAILS SCALE.• 114 = 1" COMBINED /N ANY WAY TO SUIT ANY INSTALLATION. \,��gH11111111111111 `��`�P.• EJ�SF .✓.p'%�+ FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ©2020 TILTECO, INC. 0.050 BERTHA ALUMINUM STORM PANEL uP No. 44167 - (2.00" DEEP) DRAWN BY.• �- _* *= EASTERN METAL SUPPLY INC 71912020 STATE OF :'� O N C 4268 WEST ROADS DRIVE I WEST PALM BEACH, FL. 33407� A F�OR1�P • � � TILLIT TESTING do ENGINEERING COMPANY 6355 N.W. 36th. St.,Ste. 305,VIRGINIA GARDENS, Fl. 3316fi PHONE: (561)209-8263 I O �� �° s\•\�� �� Phone : (305)871-1530 .Fax: (305)871-1531 FAX: (561)841-1716 2O_rv3 CA-0006719 KV.NO DOMPIDON DATE KY.No aaxwlall �� DRAWING No /////llllVNt!!!►NIIII`,` W�FLORIDAA. TLc. 44167ILLIT Jr., .E. 11 ao 17-07 r�/aIMZJ s 2 a SHEET 8 OF17 11�aX71LlrI1!�/ A.S.D. DESIGN PRESSURE RATING .(n s L) AND CORRESPONDING MAXIMUM ANCHOR SPaCIIG SCHEDULE FOR INSTALLATIONS IN CONCR= AND CONCRETE BLOCK S77,?UC7�JI�ES MAY/MUM K"AlUM ANCHORS SMCM FOR E. A s J 1/2'* APFUCOIN E TO mamiuM MAXIMUM ANCHORS SPAG/NG MR E.A s 3 1/2'* AS.D. DESIGN SEC7iON5 f a AtAX/MUM PANEL AS.D. 0£SAgJ P E RETYILAR TAPCONS SOLID SET SC.TAPCON PANfLM47E5 PANEZMAIF WAS ,WY MWN LENGTH 2'(R.) PRESSURE REGULAR TAPCONS SOLID SET SGTAPCON PANELMA7E5 AWaM7E TVAS RON LE7lG7HM Pma ) RAT7INGNO(p CP•a.1:) �, CONCRETE 1p MSONRY 7a CONCRETE TO MASONRY MCONCRETE TO MASONRY MCONCRETE TO M45pNRY OF THEM �'a'L) TO CONCRETE M MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY W CONCRETE W MASONRY 7D CONCRETE 70 MASONRY OF THEM 12' N/A 12' N/A 12' N/A 12" N/A N/A N/A 1 (TOP) 11' N/A it' N/A 11" N/A it" N/A 11" N/A 1 (TOP) 12' 7' 12' 12' 12" 12' T2' 12' 12" 12' 1 (BOTTOM) 11' 4" 11" 11' 11' 11" 11' 7' 17" 7' 1 (BOTTOM) 12' N/A 12" N/A 12' N/A 12' N/A 12' N/A 2 (TOP) if' N/A 11' N/A 11' N/A 11" N/A 11" N/A 2 (TOP) 9 7" 9' 9. 9. 9' 9" 9" 9' 2 (BOTTOM) 8" 4' 9' 9' 9 9' 9" 7' 9' 7' 2 (BOTTOM) 9' N/A 9" N/A 9' N/A 9' N/A 9" N/A 3A (TOP) 9" N/A 9' N/A 9" N/A 9" N/A 9' N/A M (TOP) 9' 7 9' 9" 9" 9" 9' 9" 9' 9' 3 (BOTTOM) e' 4' 9' 9" 9' 9' 9" 7' 9' 7' 1 (BOTTOM) 12' 7' 12' 12" 12' 12' 12" 12' 12' 12' 4 (TOP) 11' 4' 11' 11" 11" 11' 11" 7' 11" 7' 4 (TOP) 72' 7' 12' 12' 12" 12' 12" 12' 12' 12' 4 (BOTTOM) i1' 4' 11' 11" 11" 11" 11' 7' 11" 7' 4 (BOTTOM) 9' N/A 9" N/A 9' N/A 9' N/A 9' N/A 54 (TOP) 9" N/A 9' N/A 9" N/A 9" N/A 9' N/A SA (TOP) 10" N/A 12' N/A 12' N/A 12" N/A N/A N/A 5 (BOTTOM) 5" 8' 7' N/A 9' N/A 8" N/A N/A N/A 5 (BOTTOM) 10" N/A 12" N/A 12' N/A 12' N/A N/A N/A 6 (TOP) 9" N/A 1 10' N/A 12" N/A II" N/A N/A N/A 6 (TOP) +4 .0, -40.0 10" N/A 12" N/A 12' N/A 12" N/A N/A N/A 6 (BOTTOM) 8'-O' +60.0, -60.0 8"UP TO N/A 7" N/A 9" N/A 8' N/A N/A N/A 6 (BOTTOM) OR UP TO OR +60.0, -60.0 10" N/A 12' N/A 12' N/A 12 N/A N/A N/A 7 (TOP) LESS 80.0, -90.0 5' N/A 7" N/A 9' N/A 8' N/A N/A N/A 7 (TOP) LESS 10" N/A 12' N/A 12" N/A 12' N/A N/A N/A 7(BOTTOM) 5' N/A 7' N/A 9" N/A 8' N/A N/A N/A 7 (BOTTOM) N/A N/A 12' 12' 12' 12' 12" 12' 12" 12" 8 (TOP) N/A N/A 12' 12' 12" 12' 12" 6" 12' 6' 8 (TOP) N/A N/A 12" 12" 12' 12" 12" 12" 12" 12' 8 (BOTTOM) N/A N/A 12' 12' 12" 12" 12' 6" 12' 6' 8 (BOTTOM) N/A N/A 12' 12' 12' 12' 12" 12' 12" 12" 9 (TOP) N/A N/A 12' 12' 12' 12' 12" 6' 12" 6' 9 (TOP) 12' 7' 12' 12' 12' 12' 12' 12' 12' 12" 9 (BOTTOM) 11' 4' 11" 11' 17' 11' 11" 7' 11" 7• 9 (BOTTOM) 10' N/A 12' N/A 12' N/A 12' N/A N/A N/A 10 (TOP) 9' N/A 10" N/A 12' N/A 11' N/A N/A N/A 10 (Top) 6" N/A 6' N/A 6" N/A 6' N/A N/A N/A 10 (BOTTOM) 6" N/A 6" N/A 6' N/A 6' N/A N/A N/A 10 (BOTTOM) 9" 7' N/A N/A N/A N/A 9" 7" 9' 7" 1IA (TOP) 8" 4' N/A N/A N/A N/A 9' 7" 9" 7" 1IA (TOP) 9' 7' N/A N/A N/A N/A 9" 7' 9' 7' 11 (BOTTOM) e" 4' N/A N/A N/A N/A 9' 7' 9' 7' 11 (BOTTOM) 6" N/A 6" N/A 6' N/A 6' N/A N/A N/A 13 (TOP) 6' N/A 6' N/A 6' N/A 6" N/A N/A N/A 13 (TOP) 6' N/A 6" N/A 6' N/A 6' N/A N/A N/A 13 (BOTTOM) 6' N/A 12"" N/A 6' N/A 6" N/A N/A N/A 13 (BOTTOM) ANCHORS LEGEND **MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2'EDGE DISTANCE. FOR E.D. LESS THAN 3 1/2; Min. ANCHOR TYPE ANCHOR REDUCE ANCHOR SPACING BY MUL77PLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE.• Min. E.D. FOR SOUDSET ANCHORS IS 3) SPACING FOR 7HIS OPERA77ON TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE TAPCON (REGULAR OR S.G.) PANELMATE OR PANELMATE TvAS J. LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR SOLID SET ( 3' ACTUAL E. O. TAPCON (REGULAR) S.G. TAPCON, PANELMATE OR PANELM47E TVAS SOLID SET J. - .86 .75 2 1/2' - .71 .50 2" — .50 _ 1 1/2" 35 1 `�•���0`P� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone\GEN$F -.- ©2020 TILTECO, INC. 0.0500 BERTHA ALUMINUM STORM PANEL M.P 44167 :* (2.00" DEEP) DRAWN BY.• EASTERN METAL SUPPLY INC 7/9/2020 —STATE OF :- i E c o M C. 4268 WEST ROADS DRIVE DATE.• TILLIT TESTING do ENGINEERING COMPANY WEST PALM BEACH, FL 33407 PHONE: 5 — ` 6355 N.W.36th. St.,Ste. 305,VIRCINIA GARDENS, Fl. 33166 ( 61)209-8263 20—f 83 �iAA''/* SSIONA`G\ \`�� Phone WALTER At.O 06 79 I PSE71—t53t N FAX 561)84 1776 PAit DRAWING No lllllllll�lll FLORIDA Lim. 44167 t 1 OLD 17-07 /9 3 4 SHEET 10 OF17 (AXTiLfT1J6/ A SD DESIGN PRESSURE RATING (g.s.f) AND CORRESPONDING MAXIffX ANCHOR SPACING SCHEDULE FOR INSTALLATIONS IN CONCRETE AND CONCRETE BLOCK SMUCTURES M4. DES4vm AMXN7L/M ANCIfORS SPACING FOR E D. J 1/2"*s APPLICABLE W "WNW M"AKW ANCHORS SAAQW FOR E. 1 r/z'*a 0. _AS IGN SECnONS/& M4XWW PANEL ASD. DEWGN APPUCOALE r0 PRESSURE DESPRESSURE REGULAR TApCONS SOLID SET S.CTAPCON PANELAN7E5 PANEUMTE 7YAS ANY COUBMWN LENGTH 2'(R.) PRESSURE REG" FAPCDNS SOUR Sf7 S.G.TAPL:ON pANL3mw PMaM47F 7WS nams 10N mwmum P>000KCRE7F .) RAnNG(p.a.f.) 70 A14SONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY TO CONCRETE TO MASONRY 7O CONCRETE 7 INC TO MASONRY OF TNEM RA (p.a.r.) TO CONCRETE TO MASONA ANY'r TO CONCRM TO M45ONRY TO COACRETE TO MASOWY Ta CONlWE7E ro MASONRY 7n CONLR£TE 70 AA450NRY OF THEM 12' N/A 12" N/A 12" N/A 12" N/A 12 N/A 1 (TOP) 12' N/A 12' N/A 12' N/A 12" N/A 12' N/A 1 (TOP) 12" 1T' 12' 12' 12' 12" 12' 12' 12' 12' 1 (BOTTOM) 12' 7' 12' 12" 12" 12' 12' 12' 12' 12" 1 (BOTTOM) 12" N/A 12- N/A 12' N/A 12" N/A 12' N/A 2 (TOP) 12` 1 N/A 12' N/A 12" N/A 12' N/A 12' N/A 2 (TOP) 9" 9' 9' 9' 9' 9. 9' 9. 9' 2 (BOTTOM) 9' 9" 9" 9" 9" 9' 9` 9' 9' 9" 2 (BOTTOM) 9' N/A 9- N/A 9- N/A 9- N/A 9- N/A 3A (TOP) 9" N/A 9" N/A 9" N/A 9" N/A 9' N/A 3A (TOP) 9" 9` 9. 9- 9 .9. 9. 9" 9' 3 (BOTTOM) 9- 9' 9" 9" 9" 9" 9' 9" 9" 9' 3 (BOTTOM) 12' 17' 12" 12' 12' 12' 12" 12' 12' 12" 4 (TOP) 72' 7' 12' 12' 12" 12' 12- 12' 12' 12' 4 (TOP) 12' it" 12' 12' 12' 12' 12" 12" 12" 12- 4 (BOTTOM) 12' 7" 12' 12' 12" 12" 12' 12' 12' 12' 4 (BOTTOM) 9" N/A 9" N/A 9' N/A 9- N/A 9" N/A 5A (TOP) 9' N/A 9" N/A 9' N/A 9" N/A 9' N/A 54 (TOP) 72' N/A 12' N/A 72" N/A 12" N/A N/A N/A 5 (BOTTOM) g- N/A 11" N/A 12' N/A 12" N/A N/A N/A 5 (BOTTOM) 12" N/A 12' N/A 12' N/A 12- N/A N/A N/A 6 (TOP) 9' N/A 11 1/2" N/A 12" N/A 12" N/A N/A N/A 6 (TOP) +40.0, -40.0 12' N/A 12` N/A 12' N/A 12' N/A N/A N/A 6 (BOTTOM) 8'-O' +40.0, -40.0 9"9' N/A 11- N/A 12' N/A 12' N/A N/A N/A 6 (BOTTOM) 8'-0' OR OR OR LESS 12' N/A 12' N/A 12' N/A 12' N/A N/A N/A 7 (TOP) LESS LESS N/A 11" N/A 12" N/A 12" N/A N/A N/A TO 7 (TOP) 1 UP TO 12" N/A 12" N/A 12' N/A 12' N/A N/A N/A 7 (BOTTOM) 9' N/A IT' N/A 12" N/A 12' N/A N/A N/A 7 (BOTTOM) N/A N/A 12' 12' 12' 12' 12" 12' 12" 1 12' 8 (TOP) N/A N/A 12'* 12'* 12'* 12-* 12"* 12'* 12'* 12"* B (TOP)* N/A N/A 12' 12' 12' 12" 12' 12' 12' 12" 8 (BOTTOM) N/A N/A 12`* 12'* 12'* 12"* 12'* 12"* 12"* 12'* 8 (BOTTOM)* N/A N/A 12" 12" 12' 12' 12' 12' 12' 12" 9 (TOP) N/A N/A 12'* 12"* 12'* 12"* 12"* 12"* 12"* 12"* g (Top)* 12' 1T" 12' 12" 12' 12' 12' 12' 12- 12" 9 (BOTTOM) 12" 7- 12' 12' 12' 12' 12" 12" 12" 12" 9 (BOTTOM) 12" N/A 12" N/A 12' N/A 12' N/A N/A N/A 10 (TOP) 9" N/A 17 1/2" N/A 12' N/A 12" N/A N/A N/A 10 (TOP) 6" N/A 6' N/A 6- N/A 6- N/A N/A N/A 10 (BOTTOM) 6" N/A 6` N/A 6' N/A 6" N/A N/A' N/A 10 (BOTTOM) 9- N/A 9- N/A 9` N/A 9- N/A g- N/A 1 IA (TOP) 9- N/A g' N/A 9' N/A 9- N/A 9- N/A 11A (TOP) 9- 9' 9' 9" 11 (BOTTOM) 9" 9' 9" 9" 9' 9' 9' 9" g- g- 11 (BOTTOM) 6- N/A 6- N/A 6" N/A 6" ENIA 6' N/A 13 (TOP) 6- N/A 6- N/A 6" N/A 6- N/A 6- N/A 13 (TOP) 6- N/A 6` N/A 6- N/A 6- N/A N/A N/A 13 (BOTTOM) 6" N/A 6- N/A 6" N/A 6- N/A 6' N/A 13 (BOTTOM) * USE 6"OC FOR PANEL LENGTHS LARGER THAN 10' - 0"AND USE 12'OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10' - 0 **MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2`EDGE DISTANCE. FOR E. D. LESS THAN 3 1/2; ANCH09S LEGEND REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. (NOTE. Min. E. D. FOR SOLIOSET ANCHORS IS 3) Min. FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE ANCHOR TYPE ANCHOR LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. FACTOR TAPCON (REGULAR OR S.G.) PANELMATE OR PANELM47E TVAS J.ACTUAL E. D. TAPCON (REGULAR) S.G. TAPCON, PANELMATE OR PANELMATE TVAS SOLID SET E. D. EDGE DISTANCE SOLID SET 3- 3" - .86 .75 2 1/2 - .71 .50 2- - .50 - 1 1/2' .35 - - ��1111111111If1fl/� A; T/<<�T % FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone Q� �GENS '•✓,p ��`� • F 02020 TILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL m.p o. 44167 = (2.00` DEEP) DRAWN BY.• * *= EASTERN METAL SUPPLY, INC 71912020 p � I L E C O 111 C. 4268 WEST ROADS DRIVE DATE: STATE OF :•� — L� � TILLIT TESTING dL ENGINEERING COMPANY WEST PALM BEACH, FL 33407 P V �� 6355 NX 36th.St.,Ste.305•MKINIA GAWENS, Fl.33166 PHONE: (561)209-8263 2� �83 �i ��(+•. �OR1D ����� Phone :(305)871-1530. Fox : (305)871-1531 FAX: (561}841-1716 S/ONA1-IE WA TEFLORIDAA. Lc�4Jr., P.E. 1 ota t7-Ds7 �'E aEv.N. oEscreroDrl DATE DRAWING No !1 11 4 SHEET 9 OF 17 M xVIrM A.S.D. DESIGN PRESSURE RATING s f 2 AND CORRESPONDING MAZO[UN ANCHOR �SPACmIG SCHEDULE FOR INSTAL 77O S IN =CRETE AND_.CONCRETE BLOCK sI'RFrrTrnQ MAXIMUM MAXlMLOf ANCHORS SPACING FOR E D. -3 f/2'+t i APWJGI@LE TD MAA7MUN UAW14V ANCHORS SA40AIG FOR E.A �3 1/2's t APPLM.AB!£TO A.S.D. DESIGN SECTIONS/& M4A7ML I PANEL A.S.D. DESIGN PRESSURE REGULAR TAPCONS SOLID SET S&TAPCON PANELMATo PANELMA7E TVAS ANY COAMINVION LENGTH 7'(R.) SURE REGULAR TAPLIONS SOLID SET S.G.TAACO/V PANELM47ES PANELU4TE Tw ANY SEC770AFS i ION LENGTH 1 PANEL RATING(p.e.f.) ro CONCRETE TO MASONRY ro CONCRETE ro MASONRY ro COAAM TE ro MASONRY ro CONCRETE ro MASONRY TO CONCRETE ro MASONRY OF THEM RATING(p.s.f.) ro COVW37FTE 10 MASONRY ro CONCRETE ro ALASOWRY ro CONCRETE ro A4LSONRY ro CONCRETE 1't)MASONRY ro CONCRETE ro MASONRY OF THEM f2" N/A 12" N/A 12' N/A 12" N/A 12' N/A 1 (TOP) 8 1/2' N/A 9' N/A 9" N/A 9' N/A 9' N/A 1 (TOP) 12' 4 1/2' 12" 12' 12' 12' 12' 8 1/2' 12' 8 1/2' 1 (BOTTOM) 9' 7' 9' 9' 9" 9' 9" 7' 9" 7' 1 1 (BOTTOM) 12' N/A 12' N/A 12" N/A 12' N/A 12' N/A 2 (TOP) 9' N/A 9" N/A 9' N/A 9' N/A 9' N/A 2 (TOP) 9' 4 1/2 9" 9" 9' 9' 9' 8 1/2' 9' 8 1/2' 2 (BOTTOM) 9' 4" 9" 9' 9' 9' 9' 7' 9" g' 2 (BOTTOM) 9" N/A 8" N/A 9' N/A 9" N/A 9" N/A 34 (TOP) 8" N/A 9' N/A 9' N/A 9' N/A g' N/A 3A (TOP) g' 4 1/2' 9' 9' 9' 9' 9' 8 1/2' g' 8 1/2' 3 (BOTTOM) 9' 4' 9' 9' 9' 9. 7' 9" .3 (BOTTOM) 12' 4 1/2' 12' 12' 12' 12' 12' 8 1/2" 12' 8 1/2' 4 (TOP) 9' 7' 9' g' 9' 9' 9' 1 7' 9' 7' 4 (TOP) 12' 4 1/2" 12' 12' 12" 12' 12' 8 1/2' 12' 8 1/2" 4 (BOTTOM) 9' 7' 9" g' 9" g' 9' 7' 9' 7' 4 (BOTTOM) 9' N/A 9" N/A 9' N/A 9' N/A 9" N/A 54 (TOP) 8' N/A 9' N/A 9' N/A 9" N/A 9' N/A 5A (TOP) 6 1/2' N/A 7 1/2' N/A 8" N/A 7 1/2' N/A N/A N/A 5 (BOTTOM) 5' N/A 6• N/A 7' N/A 7' N/A N/A N/A 5 (BOTTOM) 9' N/A 9 1/2' N/A 10' N/A 9 1/2' N/A N/A N/A 6 (TOP) 7' N/A 8' N/A tO' N/A 8' N/A N/A N/A 6 (TOP) +40.0. —40.0 6 1/2 N/A 7 1/2' N/A 8" N/A 7 1/2' N/A N/A N/A 6 (BOTTOM) >8'-0" +90.0, —90.0 5 N/A 6• N/A 7" N/A 7' N/A N/A N/A 6 (BOTTOM) 7'—O' UP TO UP TO UP TO OR +60.0• —60.0 6' N/A 6 1/2" N/A 7" N/A 6 1/2" N/A N/A N/A 7 (TOP) 12'-6' 100.0• —130.0 5' N/A 6" N/A 7" N/A 7" N/A N/A N/A 7 (TOP) LESS 6" N/A 6 1/2" N/A 7' N/A 6 1/2" N/A N/A N/A 7 (BOTTOM) 5' N/A 6' N/A 7" N/A 7" N/A N/A N/A 7 (BOTTOM) N/A N/A 12"• 12•• 12. 1 12"• 12'• 6' • 12' • 6' 1 8 (TOP) • N/A N/A 12' 6' 12" 6' 12' 6' 12' 6" 8 (TOP) N/A N/A 12'• 12' • 12' • 12-1 12' • 6'1 12' 1 6' • 8 (BOT7OAQ • N/A N/A 12" 6' 12' 6" 12' 6' 12' 6" 8 (BOTTOM) N/A N/A 12'• 12'• 12' 1 12' • 12"• 6" • 12' • 6. 1 9 (TOP) • N/A N/A 72" 6" 12 6' 12" 6• 12' 6" 9 (TOP) 12" 4 1/2" 12' 12" 12' 12" 12' 8 1/2' 12 8 1/2' 9 (BOTTOM) 9' 7' 9' 9" 9' 9' 9' 7• 9' 7' 9 (BOTTOM) 9' N/A 9 1/2 N/A 10" N/A 9 1/2" N/A N/A N/A 10 (TOP) 7' N/A B. N/A 10' N/A e' N/A N/A N/A 10 (TOP) 6" N/A 6 ' N/A 6" N/A 6' N/A N/A N/A fO (BOTTOM) 5' N/A 6" N/A 6' N/A 6' N/A N/A N/A 10 (BOTTOM) 9' 4 1/2' N/A N/A N/A N/A g' 4 1/2' 9• 4 1/2" 11A (TOP) 5' 4' N/A N/A N/A N/A 7' 7' 7" 7" 11A (TOP) 9" 4 1/2' N/A N/A N/A N/A 9" 4 1/2" 9' 4 1/2" 11 (BOTTOM) 5" 4' N/A N/A N/A N/A 7" 7` 7" 7" 11 (BOTTOM) 6' N/A 6 N/A 6' N/A 6" N/A N/A N/A 13 (TOP) 6" N/A 6' N/A 6" N/A 6" N/A N/A N/A 13(TOP) 6' N/A 6 N/A 6" N/A 6' N/A N/A N/A 13 (BOTTOM) 5 N/A 6' N/A 6• N/A 6' N/A N/A N/A 13 (BOTTOM) • USE 6" CC FOR PANEL LENGHTS LARGER THAN 10'-0'AND USE 12"AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10'-0' .AOYPS LEGEND *.MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2'EDGE DISTANCE. FOR E.D. LESS THAN 3 1/2; Min. REDUCE ANCHOR SPACING BY MUL77PLYING SPACING SHOWN ON SCHEDULE BY 7HE FOLLOWING FACTORS. ANCHOR TYPE ANCHOR (NOTE,• Min. E.D. FOR SOLIDSET ANCHORS IS 3) SPACING FOR THIS OPERATION TO BE POSSIBLE, REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE TAPCON (REGULAR OR S.G.) PANEL7E OR PANELMATE TVAS 3' LESS THAN MINIMUM SPACING INDIC47ED FOR EACH ANCHOR TYPE AT ANCHORS LEGEND. MA E. D. = EDGE DISTANCE FACTOR SOLID SET 3' ACTUAL E. D. TAPCON (REGULAR) S.G. TAPCON, PAIVELM47F OR PANELM47E TVAS SOLID SET 3' — .86 .75 2 1/2 — .71 .50 2" — .50 — 1 1/2" 35 — — 111111111111111//// A"T1<<�T�'''� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) • �G N$ '••.� ' @2020 TILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL M.P s o"44167 (2.00" DEEP) DRAWN BY. *= EASTERN METAL SUPPLY, INC - - * 7/9/2020 �/Cfi ' �' • STATE OF ::��` +L E C O N c. DATE. 4268 WEST ROADS DRIVE TILLIT TESTING do ENGINEERING COMPANY WEST PALM BEACH, FL. 33407 r r //��pp Q. 6355 N.W.3ft. St.,Ste. 305.MRG INIA GARDENS, Fl. 33166 PHONE: (561)209-8263 Ly1��� ��� Phone : (305)871-1530 . Fox : (305)871-1531 FAX: (561)841-1716 20—f83 w,t Tex M,DATE F '.•.., �`� CA-0006719 fj* M.No oph oA p rTgN c DRAWING No t -04 n BONA flujis`1�",o \`��� WA TERIA. TLcuT4Jr.. P.E. cacniPn OLD n-097 /STE s 2 4 SHEET 11 OF17 1/4" 0 TAPCONS W/1 1/2"MIN. 1/4 1/4" 0 TAPCONS " TAPCONS 14 N. I 1/2"M 1/4" 0 TAPCONS THREADED PENETRATION W/1 1/2'MIN. W/1 1/2" MIN. TO EXISTING WOOD -THREADED PENETR THREADED NE7RA770N ATI0N THREADED PENETRATION HEADER. (SEE SCHEDULE) TO EXISTING WOOD TO EADED G WOOD HEADER. (SEE SCHEDULE) TO EXISTING WOOD 1250" HEADER. (SEE SCHEDULE) j HHEADER. (SEE SCHEDULE) max, `; J" I I I I 1.125"1 —� C Cont. Min. 9 .250' p� Max. I I W Min. i I gi -.: IIIMin X'm . ` I IIETril Cont. 1 N I WOOD HEADER I I I I p ' WOOD HEADER I I I WOOD HEADER I I I REQUIRED I I REQUIREI WOOD O�ER I I =I I I I REQUIRED I I I I U I I I I I REQUIRED I I I W I I I I I I I I h I I I I I I i 1"Min. SEPARATION I I ---- I I I N 1 I I TO GLASS 1 1 W I I I t j 1"Min. I 1 i I I j 1"Min. I I I 2 + SEPARATION I p I —r. I I ® SEPARA7ON I I I i I y f-- TO GLASS 1 2 COW. TO GLASS I 2 I 4i i I I OPTION f ' y ALTERNA TIVE 3A = I I I I y I I I I •- � I I 0. 1 I I I I I 1/4" 0--20 x 3/4" I I I 2 W I p S.S. BOLTS W/ 7/81 x 1/4" 0 TAPCONS II Min. 32" WING NUT ® 0 I - W/1 7/2`MIN. 1" 2 C. THREADED PENE TRA TION SEPAR47) TO EXIS77NG WOOD TO GLASS HEADER. (SEE SCHEDULE ) WN tAi :u » I � 1 I I I I I O p 13I,Cont. 2'■4'PLA1f '',ICONT. RE7Jl10PED _. (OPEN POSITION t) I I i I c I i i N U W IIII I IIIII I IIIII : IIII��s;�l.N k Nf E IIII IIII 6 IIIIII IIII � II F—,•,n. iIiII I1IIII- IIII . 1 W1/4"III 0 TAIIII PCON S 2 1/2"Min.—'TH READE D Mi PENE7RA71ON ® MIDWIDTH OF PLATE (SEE SCHEDULE) SECTION ANCHOR WOOD HEADER � REQUIRED CONT... OPTION1000" I Cont. 7/8"x 3/ 32` WING NU T kr 4 �� Gant REQUIRED ALTERNA IV EA. STUD 1/4- 0 TAPCONS SCREWS W/ 1 1/2-Min. 1/4" 0 TAPCONS THREADED PENETRATION W11/2` Min. THREADED ® MIDWIDIN OF PLATE PENLM77ON ® MIDWIDTH(SEE SCHEDULE) I 1` Min. SEPARATIONE. SCHEDULE) S CTI N ® ANCHOR TO GLASS 1/4" ®-2o /4` x 2•x.-�,,E ` ALTERNATIVE 2 REWIRED r 'CONTWN ®8 (OPEN POSITION t)GUT SCALE 1/2" 1' 7 1 2' 0. C.Min. I I I SEPAR477ON . TO GLASS 1 ru I I I Nj1111t11111111!/I�I I i 7/8'x 3/32" W-W+ 5 Cont. j I i SECTION ® STUD \�ENSF'•;/�'��'� WING NUT ® Q ALTERNATIVE 4 NO. 44167 EVERY STUD _ I I ® 12" O. C. U I I W i W 2 ,4-PLATE 1 ! SCALE : 1/2" 7t ;7� REQUIRED _ W I r/4- m rAPcoNs E OF ;'� 1.12 NOTE FOR COMBINATION OF SECTIONS _ W/ 1 1/2"Min. THREADED ® lG�� /c .� o k PENETR477ON ® MIDWID7H REMAINT�CLO£D NON T �` T '• 'Z O R I D P .•'���� WALL MOUNTING SEC77ONS CAN BE OF PLATE SEE SCHEDULE '�i FiS ° ( ) HURRICANE COND177ONS. i �N COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. 2-R£OUIR47E s Cont ALTERNATIVE 3 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SCALE : 1/2" = 1" NOTES: 02020 TILTECO. INC. 0.0500 BERTHA ALUMINUM STORM PANEL M.P SECTION ® STUD 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RAT/N:, (2.00- DEEP) DRAWN BY.• AND PANEL LENGTHS AS PER SCHEDULES ON SHEET 2 EASTERN METAL SUPPLY, INC 71912020 AL TERNA TI VE 1 2. SEE ANCHOR SCHEDULE ON SHEETS 16 & 17. I L T C O I N C. 4268 WEST ROADS DRIVE DATE.• SCALE : 1/2` = I' TILLIT TESTING do ENGINEERING COMPANY WEST PALM BEACH, FL. 33407 J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN 6355 NX 36th.St., Ste.305,MRGINIA oANDENS, Fl.33166 PHONE: (561)209-8263 20-183 PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. Phone : (30s�71-1530 .Fax: (305)871-1531 FAX: (561)841-1716 CA-0006719 KY � oc�rrlwN DATE F" � aEscAvnoN DATE DRAWING No WALTER A. TILLIT Jr., P.E. FLORIDA Lic. 44167 1 OLD f7-087 3 SHEET 12 OF 17 2 a WOOD TRUSSES OR RAFTER 1/4" 0 LONG ELCO 0 24" 0. C. REQUIRED PANEL MATES OR S.G. TAPCONS W/ 2" Min. - THREADED PENETRATION TO EXISTING WOOD - HEADER. (SEE SCHEDULE) -- - 500" 0" I I EQ I I I I = I I O � N I I I 1" x 4" x 1/8" 7/8'0 x 3/32" Min. (6063—T6) p I I I WING NUTS ® 12" O.C. i i Alum. TUBE W/ 1 4"0 x 3/4" I I (3) 5/16" 0 x 4"/ I I I LAG SCREWS TO Ll I LJ I I ITW/BUILDEX I I EACH JOIST. TEK SCREWS I I I LOCATE SCREW I I I I N @ 6" O.C. I I I 4 Cont. AT MIDWIDTH OF WOOD HEADER I I I I I I EXISTING WOOD REQUIRED I I 41 I I MEMBER (2" Min. I I to I I I NOMINAL WIDTH) I I I I I I I W/ 2" Min. (" THREADED SEPARATION I I p 1" Min. PENETRATION. TO GLASS I I I i SEPARATION I I I W v TO GLASS V) W I I I I I Z I I I W I I I I I I I W I I I I I I I I I 4i Z AL TERNA TI VE 10A I 718" 0 x 3 32" W LO WING NUT ® J SCALE : 1/2" = 1" W I EVERY STUD W L) I I I Q (LIMITED TO +60.0, —66.0 P.S.f. DESIGN LOAD �- NOTES: AND UP TO 9'-0" Max. PANEL LENGTH) �21 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING & PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) I I I 1 I I i I I I z 2• SEE ANCHOR SCHEDULE ON SHEET 16 & 17. I i i a J. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE 7/8"0 x 3/32" I I I o SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. I I I WING NUT ® I I EVERY STUD I I I I I @ 12" 0. w W N �° I NOTE FOR COMBINATION OF SECTIONS . Cont. I I I WOOD DECK \````,N1111u11a�Hq/,,i I I REQUIRED WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE ������R A:T j<</T ''%, 1.000" (NO FINISH COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. '���EN$F 10 I I I I MIN ALLOWED) I No.44167 2" x 4" PLAT Cont. REQUIRED - _ 1/4" 0 TAPCONS STATE OF W/ 1 1/2" Min. .•:�c4'� THREADED PENETRATION — - /J �•�' p'�• LO RM ® MIDWIDTH OF PLATE. --- — — "No (SEE SCHEDULE) 'No'9'/ONA-�`eN��` 011,�IHNlN0► - 1/4" 0 TAPCONS FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) AL TERNA TI VE 9 W/ 1 1/2' Min. " 02020 TILTECO, INC. 0.050 BERTHA ALUMINUM STORM PANEL MP AL TERNA TI VE 1 O (SEE PENETRATION (2.00" DEEP) DROWN er SCALE 1/2' — 1" SCALE : 1/2" = 1" ( EASTERN METAL SUPPLY, INC 71912020 L�0 ,mc. 4268 WEST ROADS DRIVE INSTALLA TION DETAILS ON EXISTING WOOD BUILDINGS TILLIT TESTING a. ENGINEERING COMPANY WEST PALM BEACH, 33407 8355 N.W. 3fith.St.,Ste.305,VIRGINw GARDENS,Fl. 33166 PHONE: (561)209-8-8263 2�-183 Phone : (305)871-1530. Fox: (305)871-1531 FAX: (561)841-1716 CA-00LUT J m 1w 0[aMMM DATE KV No DMCNq a wre DRAWING No WALTER A. TIWT r., P.E. FLORIOA Lic. 44167 1 &D 17-097 /9 a _ 2 4 SHEET 14 OF 17 1/4' 0 TAPCONS WOOD TRUSSES OR RAFTER WOOD TRUSSES OR RAFTER W/ 1 1/2"Min. THREADED 024' 0. C. REQUIRED 024` 0. C. REQUIRED PENETRATION TO EXISTING WOOD HEADER.(SEE SCHEDULE) — 500" .500" 500" 3 1" Min. EQ EQ N I I I'x 4"x 1/8' I " III 1II 1II DEX I II Alum. TUBE W/ (3) 5116' 0x IiI 1/40x 3/4' 1/40 x J/4" II III 2 LAG SCREWS TO /TiV/BUILDEXMin. (6063-T6) M!TW/BUIL EACH JOIST. TEK SCREWS ITEK O.C. ® 6" O.C.WOOD HEADER C.M. AT MIDWIDTH OF ` III IIIIII IIIIIII I I I I j REQUIRED I I I I EXISTING WOOD 8 Cont. I I I 1 I I MEMBER (2"Min. I I W NOMINAL Min.WIDTH) WOOD DER j 1/4' 0-20 x REQUIRED I I I I" Min. SEPARAT70N I I ' I I I N 7HREADED I 3/4'S.S. BOLTS I I I I I I I v2i TO GLASS I I I I I P£NE7R4710N. I W/ 7/8"x 3/32` I WING NUT ® I I I I 4i 12" 0. C. i i 1`.• W I 1 I j OPTION A I � — �y - - •- � I I I I y ALTERNATIVE 5A ALTERNATIVE 6A i ALTERNATIVE 7A W — -T - N SCALE : 1/2" = I" y SCALE 1/2" = 1' vUj I i i I (LIMITED TO +60.0, —66.0 p.s.f. DESIGN LOAD W LIMITED TO SCALE 12' = ti v, ( p.s.f. DESIGN LOAD W I I I I 2 x AND UP TO 9'-0" Max. PANEL LENGTH) AND UP TO 9'-0- Max. PANEL LENGTH) 1/4" 0 TAPCONS 4i ti SEPARATION I W/l 1/2" MIN. 2 M- TO GLASS THREADED PENETRATION o I I I I I I 2 I Q TO EXIS77NG WOOD W I I I I I I I HEADER. (SEE SCHEDULE) W I I i r c I 1"Min. I I 4 I 1'Min. I I I e 7/8`x g 3/32` 1 Cont. iu r SEPAR477ON I I f SEPARA77ON 1 I a WING NUT ® I I I TO GLASS i o TO GLASS I i I k EVERY STUD I I I I I I 1 I I I I WING T G NUT ® I EVERY STUD 1 1/4� -20 x 1 I I 1 a I I I W 9 1 0 12' 0. C. 1 3/4 S.S. BOLTS I I I W I I I 2 1 I W/ 7/8"x 3/32" I 1 1 Cont. I I I WING NUT 0 ti I W I I I 2X6W000 I 2X6WOOD I Ok 1 12" 0. C. I I I I I I k I I h ° I I I WOOD HEADER ° DECK REOV. I I N DECK REQ D. REQUIRED i i I I REQ tCont. 2"x 4"PLAU/RED �P��N �� Ir 1/4" m ELCO PANEL MATES OR S.G. TAPCONS AIyATIVE 5A W/2"MIN. THREADED PENETRATION 0 M/DW1D7H OF PLATE. TYPICAL TOP & BOTTOM. (SEE SCHEDULE) W/ 1 1/2"MINN. 1/4 TAPCONS 11410 TAPCONS AL TERNA LI VE 8 .W/ 1 7/2`MlN THREADED PENETR477ON THREADED PENIRA770N SCALE : 1/2' = 1" (SEE SCHEDULE) (SEE SCHEDULE) ' AL TERNA TI VE 6 ALTERNATIVE 7 � SCALE : 1/2" = 1" I 1 7/8" x 3/32' SCALE : 1/2' WING NUT EVERY STUD 1 9 1 0 12 0. C. NOTES 2 X 6 WOOD Cont. 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING I DECK REO D./ I — N07E FOR COMBINATION OF SEC77ONS I I AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) TR 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 17. WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. J. FOR NEW WOOD FRAME CONSTRUCTION: WOO 0rQ j qE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.�� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zons - �����.•' �\GENSF ��p"' 9 tY ) ©2020 TILTECO, INC. 0.050 BERTHA ALUMINUM STORM PANEL M.a (2.00" DEEP) DRAWN BY.• 1/4 TAP12'MIS _ No. 44167 =_ EASTERN METAL SUPPLY INC 71HI2020 THREADED PENETRATION LATE: (SEE SCHEDULE) ATE OF 4268 WEST ROADS DRIVE Q � TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL 33407 ALTERNAT/VE 5 �' FL RIDP' .•���� 6355 N.W. ru(��n-1�•Fox :�305)87i1-1s3,33'e6 PHONE:FAX: (561)8419 17?6 20-185 Ccs' c.,��� CA-0006719 DRAWING No SCALE : 1/2" = 1' ��� O'NA 4�����\`\ WALTER A. FLORIDA TVcuT4Jr., P.E. WV.� ocn "ft Tc xtx me ocs�ax DA 4 SHEET 13 OF 17 1 7/8" Min. 2" EXISTING PENETRATION I Max. BRICK VEENER 1/40x8" ELCO male PANELMATE 1 7/8" Min. 2' EXISTING TVAS ANCHORS OR 1/40 TAPCONS PENETRATION max. BRICK BRICK VEENER 1/40x8" ELCO mole PANELMATE (SEE SCHEDULE). TVAS ANCHORS OR 1/4 0 TAPCONS i (SEE SCHEDULE). I - 'h 3 -- - - - 250 - --- - - - - .500 cont. 1 Max. _ -.250" WOOD 110g HEADER l WOOD N HEADER i N REQUIRED 3 REQUIRED EXISTING onf. R. i I X.Xli STEEL ANGLE LINTEL EXISTING STEEL ANGLE LINTEL I -� AS APPLICABLE AS APPLICABLE l II a I 1"Min. Va= I I I I 2 1 SEPARATON o y I I" Min. TO GLASS kWi j SEPARATION I I w l I I TO GLASS OPTION 1 OPTION 12 ALTERNATIVE 11A ALTERNA TIVE 1 fA II I II I II I o NOTES 1 m 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING EXISTING I AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 (EXCEPT AS NOTED) I 1 2"x4" BRICK SILL I i 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 1 Z I WOOD 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PLATE PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. I I 0 EXISnNG z N FUSHING AS W I" Min. APPLICABLE PENETRRATTION NOTE FOR COMBINATION OF SECTIONS I I 2 ______ ______ _ WALL/FLOOR/CEILING MOUNTING SECTIONS CAN BE �-_- ---- -- I COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. "� o Max 3.500" � g I EXISTING 2" x 4" STUDS Cont. — ``IIIIIIt11111111j�� 0 16" O.C. Max. REQ D `NO ERA. TI4I 1!,,� EXISTING Min. 1/2" PLYWOOD EXISTING � / �� 1/40 x 8" ELCO mole PANELMATE REQ D (TYP) W/ FASTENING BRICK SILL � Q�•' '' .•N S' �✓ '��i TVAS ANCHORS OR 1/40 TAPCON — TO STUDS AS PER S.S. BOLTS x 3/4' �� \CiEIV ' 'f> SECTION 2304 OF THE S.S. BOLTS W/ 7/8"x (SEE SCHEDULE) .TO EXISTING PLYWOOD. FLORIDA BUILDING CODE. 3/32" WING NUT = No. 44167 _ 0 12" 0. C. .*= ALTERNATIVE 11 STATE OF FZORIDP •'101���' BUILD-OUT INSTALLAWN SCALE : 1/2" = 1" �As�4s'S�a�Af'��G\�,.. * VALID FOR MAX. A.S.D DESIGN PRESSURE RATING +50.0, -60.0 p.S.f. FOR UP TO FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 78" PANELS LENGTHS, AND FOR +50.0, -50.0 p.s.f., FOR PANEL LENGTHS GREATER 02020 TILTECO. INC. 0.0500 BERTHA ALUMINUM STORM PANEL M.P THAN 78" UP TO 108" (2.00" DEEP) DRAWN BY.• FIL EC O �N�. EASTERN METAL SUPPLY, INC 71912020 4268 WEST ROADS DRIVE DATE. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS TILLIT TESTING do ENGINEERING COMPANY WEST PALM BEACH, FL 33407 S355 N.W.36th.St., Ste. 305,MRONIA GARDENS, Fl.33166 PHONE: (561)209-8263 20��83 Phone :(305)871-1530 . Fax :(305)871-1531 FAX: (561)841-1716 CA-0006R J MV No o oN DATE N" DESCW7=uv oAtE DRAWING No WALTER A. TILLr., P.E. FLORIDA Lic. 44167 1 oeA 17-097 /-- 3 z 4 SHEET 14A OF 17 MAXIMUM A.S.D. DESIGN PRESSURE RATING (p s f ) AND CDRRE5PONDING MAXIMUM ANCHOR S P ACING SCHEDULE FOR INSTALLA77ONS INTO WOOD FRAME BUILDINGS MAXIMUM WOOD FASTENERS APPLICABLE TO MAXIMUM *DOD FASTENERS APPUC48LE TO MAXIMUM WOOD FASTENERS APPLICABLE TO A.S.D. DESIGN MAXIMUM PANEL A S.D. DESIGN AL7ERNA71VE5,f A.SD. DESIGN P � ALTERWM yES/& MAXIMUM PANEL ALTERNATIVES f& PRESSURE PANELMATES MAXIMUM PANEL PRESSURE REGULAR PRESSURE REGULAR S.GTAPCON PAN 7E5 ANY COMBINATION LENGTH 1'(ft.) RATING (p.s.f.) REGULAR S.G.TAPCON OR ANY COMBIM477ON LENGTH Y'(ft.) S.GTAPCON OR ANY COMBINATION LENGTH 2'(ft.) WING(p.s.f.I OF THEM TAPCONS PAN£UNTE TYAS OF THEM RATING (p.s.f) TAPCONS PANEL"Or TVAS OF THEM TAPCONS PANfLMA7E TYAS 12" N/A NIA 1 (TOP) 12" NIA NIA 1 (TOP) 12" N/A N/A 1 (TOP) 72' NIA N/A 1 (BOTTOM) 12" NIA NIA 1 (BOTTOM) 12" NIA NIA 1 (BOTTOM) T2" NIA NIA 2 (TOP) 12" NIA NIA 2 (TOP) 12" NIA NIA 2 (TOP) 9" NIA NIA 2 (BOTTOM) 9" NIA NIA 2 (BOTTOM) 9" NIA NIA 2 (BOTTOM) 9" NIA NIA JA (TOP) 9" N/A NIA 34 (TOP) 9" N/A N/A 3A (TOP) 9" NIA NIA 3 (BOTTOM) 9" NIA NIA 3 (BOTTOM) 9" NIA NIA 3 (BOTTOM) 12' NIA NIA 4 (TOP) 12" NIA NIA 4 (TOP) 12' NIA NIA 4 (TOP) 12" N/A NIA 4 (BOTTOM) 12" NIA NIA 4 (BOTTOM) 12" NIA NIA 4 (BOTTOM) 9" NIA NIA 5A (TOP) 9" NIA NIA 5A (TOP) 9" NIA NIA 5A (TOP) 5 1/2" NIA NIA 5 (BOTTOM) B. NIA NIA 5 (BOTTOM) 9" N/A NIA 5 (BOTTOM) N/A N/A 6 (BOTTOM) 5 1/2' N/A N/A 6 (BOTTOM) 8" NIA NIA 6 (BOTTOM) 9" +40.0, -40.0 8 1/2" N/A NIA 7 (BOTTOM) 8'-0' +40.0, -40.0 5 " N/A NIA 7 (BOTTOM) >8'-O" +40.0, -40.0 5 1/2' N/A NIA 7 (BOTTOM) OR OR OR * 3'OO * +60.0, T 60.0 NIA 12" 12" 8 (TOP) LESS UP T UP O OR LESS NIA 12" 12' 8 (TOP) LESS LESS NIA 12" 12" 8 (TOP) N/A 12' 12" 8 (BOTTOM) NIA 12" * 12' * 8 (BOTTOM) * NIA 12" 72' 8 (BOTTOM) NIA 12" 12' 9 (TOP) NIA 12' * 12" * 9 (TOP) NIA 12" 12" 9 (TOP) 12" N/A NIA 9 (BOTTOM) 12" N/A NIA 9 (BOTTOM) 12' NIA N/A 9 (BOTTOM) 6" N/A NIA 10 (BOTTOM) 5 1/2" N/A N/A 10 (BOTTOM) 6" NIA N/A 10 (BOTTOM) g" NIA 9" IIA (TOP) 9" NIA 9" 11A (TOP) 9' NIA 9" 11A (TOP) 4" NIA 4" 11 (BOTTOM) 4' "• NIA 4" +• 11 (BOTTOM) *• 4" NIA 4" • 11 (BOTTOM) * 6' N/A NIA 13 (TOP) 6' NIA NIA 13 (TOP) 6' NIA NIA 13 (TOP) 6' NIA NIA 13 (BOTTOM) 5 112- NIA N/A 13 (BOTTOM) 6" NIA NIA 13 (BOTTOM) 4" 4" 4" 14 (BOTTOM) 4" .* 4" ** 4" ** 14 (BOTTOM)** 4" * 4' * 4' ♦ 14 (BOTTOM) * * USE 6" OC SPACING FOR PANEL LENGTHS LARGER THAN 10' - 0"AND USE 12" OC * VALID ONLY FOR UP TO +50.0, -60.0 p.s.f. MAX. A.S.D. DESIGN PRESSURE AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10' - 0" RATING WITH 78" Max. PANEL LENGTHS OR FOR UP TO +50.0, -50.0 p.s.f. MAX. A.S.D. DESIGN PRESSURE RATING WITH 96" Max. PANEL LENGTHS. ** VALID ONLY FOR UP TO 108" PANELS LENGTHS. ;A wo `P FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No. 44167 @2020 TILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL M.P * * :* =_ (2.00" DEEP) DRAWN BY.• 71912020 -o• TATE OF nlL E' C O iMc. EASTERN 68 WEST METALADS DRIVE SUPPLY, INC DATE: P��RfOQ' �✓LGr``� TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL 33407 ZO—iS.i �\��� PHONE: (561)208-8263 / '•'•... R`�. w 6355 N.W.36th.SL.Ste.305.VIRMNIA FAROENS. a 33166 /ss�ON'Ai oil# 1�\v����\`' phone WATER A. 00671TILLIT 9( E�t-t537 '� � FAXDAh561)M.No 16 mcfflmm Dm DRAWING No V FLORIDA Lie. 44167 1OLD 17-07 �° 3 SHEET 16 OF 17 2 1/4" 0 TAPCONS W/ 1 1/2" MIN. THREADED PENETRATION TO EXISTING WOOD HEADER. - 1/4" 0-20 S. S. MACHINE (SEE SCHEDULE) BOLT W/ NUT & WASHER 0 12" 0. C. 7/8" x 3/32" 0 16 Cm. 1 WING NUT C EVERY STUD h 0 12" O. C. p• _ I I I I I I Cont I � I I I I I I I I I WOOD HEADER I I N j REQUIRED I I I I I I I I I I W I I I I y I I I I I I 41 I' Min. SEPARATION TO GLASS I I I W 1 I 1" Min. SEPARATION I I -- I TO GLASS I I I I I I I i i I � I 1 I I I 2 I I I I I I I J 1/4" 0-20 x 3/4" 1 1 1 1 I W r S.S. BOLTS W/ 7/8"x I I 2 I O 3/32" WING NUT 0 I I I WING NUT® " i i i o W 12" O. C. 12" O. C. - I I o O I I I I I I I I � 1 2 X 6 WOOD i i 4" WO D Min. DECK .DECK REQ'D. REQO . 1�7 I I I I I h I I I 1.000" I I Cont. I I t I I I I I — - 11410 TAPCONS, 11410 I S.G. TAPCONS OR 1/4-0 I I PANEL MATES W/ FULL O5 OR •Cont. THREADED PENETRATION TO 1/40 TAPCONS PLYWOOD. (SEE SCHEDULE) W/ 1 1/2"MIN. EXISTING Min. 1/2" PLYWOOD THREADED PENETRATION (SEE SCHEDULE) REO D (TYP) W/ FASTENING TO STUDS AS PER SECTION 2304 OF THE AL TERNA T/VE 13 FLORIDA BUILDING CODE. SCALE : 1/2" AL TERNA TI VE 14 NOTES: SCALE : 1/2" = I' 1. INSTALLATIONS ARE ONLY VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING * VALID FOR MAX. A.S.D. DESIGN PRESSURE RATING +50.0, —60.0 P.S.f. FOR UP TO AND PANEL'S LENGTHS AS PER SCHEDULES ON SHEET 2 78" PANELS LENGTHS, AND FOR +50.0, —50.0 P.S.f., FOR PANEL LENGTHS GREATER 2. SEE ANCHOR SCHEDULE ON SHEET 16 & 1 Z THAN 78" UP TO 108" 3. FOR NEW WOOD FRAME CONSTRUCTION: WOOD MEMBERS TO BE SOUTHERN PINE No. 2, W/ SPECIFIC DENSITY OF 0.55 OR EQUAL. \``��N�Nllf►rl►llrIli �. ENSF ' FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) NOTE FOR COMBINATION OF SECTIONS N0. 44167 02020 TILTECO. INC. 0.050" BERTHA ALUMINUM STORM PANEL l,P WALL MOUNTING SECTIONS CAN BE -_* * '* (2.00" DEEP) DRAWN er. TATE OF Q _ Z�l�LE�CO �N�. EASTERN METAL SUPPLY, INC 71912020 COMBINED IN ANY WAY TO SUIT ANY INSTALLATION. LATE: WEST ROADS DRIVE FGQR��A ��,�� TILLIT TESTING & ENGINEERING COMPANY WEST PALM BEACH, FL 33407 83 77� 'i Cj� ��� 6355 N.W. 36th St. Ste.30.MMNIA GARDENS, n.33166 PHONE: (561)209-8263 .20�' '''���;;��®N A L EN���`�\ Phone : (3M)871-1530 . Fax :(305)871-1531 FAX: (561)841-1716 CA-0006719 DRAWING No IIIIIHl11!l4i1Z� WALTER A. TILLIT Jr., P.E. "� N0 PAON DATE N. a�RPigl1 ATE FLORIDA Lic. 44167 1 as 17-097 J>aA? a 2 + SHEET 15 OF 17 XIMUM A.S.D. DESIGN PRESSURE RATING (R-s f j AND CORRESPONDING MAXIMUM ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS MAX/MUM WOOD FASTENERS APPLICABLE TO MAXIMUM WOOD FASTENERS APPUC48LE 70 MAXIMUM A.S.D. DESIGN WOOD FASTENERS APPLICABLE TO APR DESIGN PAVELMAW AL7ERNATTVES/& MAXIMUM PANEL PRESSURE REGULAR PAIlLI47E5 4LlERNAAVEs#4 x/MUM PANEL A5.0. DESIGN ,ti�M4TMS/& AWx/MUM PANEL PRESSURE REGULAR SO.TAPCON OR ANY COMBIN4770M LENGTH 'L"(R.) RA7INC (p.s.t. TAPCONS S.G TAPCON OR ANY COMBINATION LENGTH Z"(it.) RA PRESSURE) REGULAR S.G.TAPCON PAN a41F5 ANY COMBIAUITIDN LENGTH 1'(H.) RATING CP•s f.J TAPCONS P,�Ly{Ir T✓AS OF THEM ) PAN£LAW7E 7WI5 OF TAPCONS PANELWIF 7VAS OF 7HEM 11" N/A N/A 1 (TOP) 12" N/A N/A 1 (TOP) 8 1/2" N/A N/A 1 (TOP) 11" N/A N/A 1 (BOTTOM) 12" N/A N/A 1 (BOTTOM) g" N/A N/A 1 (BOTTOM) 11" N/A N/A 2 (TOP) 12" N/A N/A 2 (TOP) 9" N/A N/A 2 (TOP) g" N/A N/A 2 (BOTTOM) 12" N/A N/A 2 (BOTTOM) 9" N/A N/A 2 (BOTTOM) g" N/A N/A 34 (TOP) 12" N/A N/A 34 (TOP) 8' N/A N/A 34 (TOP) 9" N/A N/A 3 (BOTTOM) 12' N/A N/A 3 (BOTTOM) g" N/A N/A 3 (BOTTOM) ) N/A N/A 12 (TOP) " N/A N/A 4 (�P) g" N/A N/A ¢ (TOP) 1 1" 4 11• N/A N/A 4 (BOTTOM) 12" N/A N/A 4 (BOTTOM) 9" N/A N/A 4 (BOTTOM) 9" N/A N/A SA (TOP) 12" N/A N/A SA (TOP) B. N/A N/A 54 (TOP) 3 1/2" N/A N/A 5 (BOTTOM) 4" N/A N/A 5 (BOTTOM) 3" N/A N/A 5 (BOTTOM) 3 1/2" N/A N/A 6 (BOTTOM) 4" N/A N/A 6 (BOTTOM) 3" N/A N/A 6 (BOTTOM) +60.0, —60.0 3 1/2" N/A N/A 7 (BOTTOM) 9•—O" +40.0, —40.0 3 1/2" N/A N/A 7 (BOTTOM) >8'—O" +90.0, —90.0 3" N/A N/A 7 (BOTTOM) 7'—O" UP TO OR UP TO UP TO UP TO OR +80.0, —90.0 N/A 12" 6" 8 (TOP) LESS +60.0. —60.0 N/A 12" * 6" * 8 (TOP) * 12'-6" +100.0, —130.0 N/A 12' 6" B (TOP) LESS N/A 12" 6" 8 (BOTTOM) N/A 12' * 6" * 8 (BOTTOM) * N/A 12' 6" 8 (BOTTOM) N/A 12" 6" 9 (TOP) N/A 12" 6" 9 (TOP) N/A 12" 6" 9 (TOP) 11' N/A N/A 9 (BOTTOM) 12" N/A N/A 9 (BOTTOM) 9" N/A N/A 9 (BOTTOM) 3 1/2" N/A N/A 10 (BOTTOM) 4" N/A N/A 10 (BOTTOM) J. N/A N/A 10 (BOTTOM) 9" N/A 9" 1 IA (TOP) 12" N/A 10 1/2" 1 IA (TOP) 5" N/A 6" 11A (TOP) N/A N/A N/A 11 (BOTTOM) 4" ** N/A 4" ** 11 (BOTTOM) ** N/A N/A N/A 11 (BOTTOM) 6" N/A N/A 13 (TOP) 12" N/A N/A 13 (TOP) 6" N/A N/A 13 (TOP) 3 1/2" N/A N/A 13 (BOTTOM) 4" N/A N/A 13 (BOTTOM) J. N/A N/A 13 (BOTTOM) N/A N/A N/A 14 (BOTTOM) 4" ** 4" ** 4" ** 14 (BOTTOM) ** N/A N/A N/A 14 (BOTTOM) * USE 6" OC SPACING FOR PANEL LENGTHS LARGER THAN 10' — 0"AND USE 12" OC AS SHOWN ON SCHEDULE FOR PANELS LENGTHS EQUAL OR SHORTER THAN 10' — 0" *s VALID ONLY FOR UP TO +50.0, —50.0 p:s.f. MAX. A.S.D. DESIGN PRESSURE RATING WITH 108" Max. PANEL LENGTHS. `�1,�f111f1►flllll Q. ✓ % FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) 02020 TILTECO, INC. 0.050" BERTHA ALUMINUM STORM PANEL MP No. 44167 = (2.00" DEEP) DRAWN BY.- *= EASTERN METAL SUPPLY' INC 71912020 STATE OF . 4268 WEST ROADS DRIVE DATE: t' TILLIT TESTING do ENGINEERING COMPANY WEST PALM BEACH, FL 33407 // •- '��O R I D P " �� 6355 N.W. 36th.SL Ste.305.'ARGMNIA GARDENS. n.33166 PHONE: (561)209-8263 2♦�� p� �� Phone (305)871—1530. Fax:(M5)871-1531 FAX: (561)841-1716 v ' CA-0006719 DRAWING No �,;,S�QN A�fE;�,• \ WA FLORID.TL LIT4Jr., P.E. aEv1 N0 °C ' oe7 >E xcv N. oEsaarTaN DFX 2 SHEET 17 OF 17