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HomeMy WebLinkAboutAPPROVED, FL8523_R8_II_DRWG Bahama drawing 2020 edition (Beck)GENERAL NOTES; 1. BERTHA H.V. BAHAMA SHUTTER SHOWN ON THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH THE 2020 (7th EDITION) OF THE FLORIDA BUILDING CODE. THIS BAHAMA SHUTTER SHALL NOT BE INSTALLED AT HIGH VELOCITY HURRICANE ZONES. (MIAMI DADE/ BROWARD COUNTY) DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1609 OF THE ABOVE MENTIONED CODE, FOR A BASIC WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED FOR A DIRECTIONALITY FACTOR Kd=0.85. USING ASCE 7-16 AND SHALL NOT EXCEED THE MAXIMUM (A.S.D.) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-16 SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO COMPARE THESE W/ MAX. (A.S.D) DESIGN PRESSURE RATINGS INDICATED ON NOTE 2. IN ORDER TO VERIFY THAT ANCHORS ON THIS P.E.D., AS TESTED, WERE NOT OVERSTRESSED, A 33% INCREASE IN ALLOWABLE STRESS FOR WIND LOADS WAS NOT USED IN THEIR ANALYSIS. HOWEVER, FOR CONNECTIONS INTO WOOD, A 1.60 WIND LOAD DURATION FACTOR WAS USED TO CALCULATE SCREWS SPACINGS. BERTHA H.V. BAHAMA SHUTTER'S ADEQUACY FOR IMPACT AND CYCLIC RESISTANCE HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS # 0510.01-06 , 0621.01-07 AND 1222.01-20 AS PER ASTM E 1886, ASTM E 1996 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONE 3, MISSILE TYPE D & SMALL MISSILE, BASIC PROTECTION ONLY. 2. SEE MAXIMUM A.S.D. DESIGN PRESSURE RATINGS & MAXIMUM SHUTTER DIMENSIONS ON SCHEDULE ON SCHEDULE ON SHEET 7. 3. ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION 6063-T6 ALLOY AND TEMPER, WITH Fy = 25.0 ksi MINIMUM (UNLESS OTHERWISE NOTED). ALL ALUMINUM EXTRUSIONS IN CONTACT WITH DISSIMILAR MATERIALS SHALL COMPLY WITH SECTION III-6 OF THE 2015 ALUMINUM DESIGN MANUAL. 4. ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES WITH 50 ksi YIELD POINT AND 90 ksi TENSILE STRENGTH AND SHALL COMPLY W/ FLORIDA BUILDING CODE SECTION 2411.3.3.4. 5. BOLTS TO BE AISI 304 SERIES STAINLESS STEEL WITH 35 ksi MINIMUM YIELD STRENGTH. 6. ALL ALUMINUM POP RIVETS TO BE 5052 ALUMINUM ALLOY WITH ALUMINUM MANDREL. 7. ANCHORS TO WALL SHALL BE AS FOLLOWS: (UNLESS OTHERWISE NOTED) (A) TO EXISTING WOOD UNITS: SOUTHERN PINE No.2, G=0.55. - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. - 1/4"0 x 1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS. NOTES: A.1) MINIMUM THREADED PENETRATION OF TAPCON ANCHORS INTO WOOD SHALL BE 1 1 /2". A.2) MINIMUM THREADED PENETRATION OF PANELMATE INSERT INTO WOOD SHALL BE 1 5/8". A.3) 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 A.1 AND A.2). (B) TO EXISTING POURED MIN. f'c=3192 psi. CONCRETE OR CONCRETE ASTM C-90 BLOCK UNITS: - 1/4"0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. BUILDEX, INC. - 1/4" Ox3/4" ALL POINTS SOLID -SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT & `\\\`A iT SPECIALTY COMPANY. ER - 1/4" Ox1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, LLC. �' k No. 441 B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" 01f CONCRETE HOLLOW BLOCK SHALL BE 1 1 /4"• = -o'•, STATE B.2) MINIMUM EMBEDMENT OF 1/4"Ox3/4" ALL POINTS SOLID -SET ANCHORS INTO POURED %mac' •,'��i?RIE CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY i... EMBEDDED. NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1 /2" LONG MINIMUM SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. B.3) MINIMUM EMBEDMENT OF PANELMATE INSERTS INTO CONCRETE OR CONCRETE BLOCK SHALL BE 1 5/8" FOR CONCRETE AND 1 1/4" FOR BLOCK, RESPECTIVELY. 1/4.0-20 S.S. TRUSS HEAD MACHINE SCREW USED SHALL BE 1 1/4" LONG SHOULD STUCCO EXIST, AND 1" MINIMUM FOR WALLS WITH NO STUCCO. B.4) IN CASE THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON THE EXISTING WALL, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS. ANCHORAGE SHALL BE AS INDICATED ON NOTES 8.1, B.2 AND B.3). (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. 8. EACH SHUTTER SHALL HAVE A LEGIBLE AND READILY VISIBLE MARKING INSTRUCTING OWNER OR TENANT TO SECURE SHUTTER WITH SILL BRACKETS DURING PERIODS OF HURRICANE WARNINGS. 9. 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. CONTRACTOR TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. 10. BERTHA H.V. BAHAMA SHUTTER'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED BY THE JURISDICTION WHERE PERMIT IS APPLIED TO. 11. SHUTTER'S MANUFACTURER LABEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT EXPOSED SURFACE OF THE BAHAMA FRAME ©, @ OR QIN 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. 12. (a) THIS PRODUCT EVALUATION DOCUMENT (P.E.D.) PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT; I. e. WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b) CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLATION INCLUDING LIFE SAFETY OF THIS PRODUCT, BASED ON THIS PRODUCT EVALUATION DOCUMENT, PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDITIONS DETAILED ON THIS DOCUMENT. CONSTRUCTION SAFETY AT SITE IS THE CONTRACTOR'S RESPONSIBILITY. (c) THIS PRODUCT EVALUATION DOCUMENT 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) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 7 = THIS DRAWING SHALL ONLY BE USED TO OBTAIN PERMITS IN THE STATE OF FLORIDA FF • �� FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ��``���`� pzozo rlLrEco, INC. ASSA /BERTHA H.V. BAHAMA SHUTTER MP LARGE MISSILE & SMALL MISSILE DRAWN BY 7/2/2020 ZO� TJET� E C 0 1 N c. AMERICAN SHUTTER SYSTEMS ASSOC., INC. DATE TILLIT TESTING & ENGINEERING COMPANY 4268 WESTROADS DRIVE 630 N.W. 361h. St., Ste. 305 MROINIA G4RDEN5, FLORIDA 33166 WEST PALM BEACH, FLORIDA 33407 Ph... (mail:1 tilte . Fax : (305)871-1531 PH: (800)432-2204 FAX: (561)209-8380 20-1 66 e-mail: tilteco®ael.com CA-0006719 REV. N. DE6C�PWH DATE !.EN. pE5DR�0R DAB DRAWING No WALTER A. TILLIT Jr., P. E. 1 OLD n-log 77W2 26 FLORIDA Lic. # 44167 2 COW. 1122/W21 SHEET 1 OF 7 .302" DO rn 00 O N m .045" in � .117 ram, _ in .625" (f.O30) ' L�1.625"- -r 2.000" AO LOUVER BLADE 6063-T6 Alum. ALLOY 2.330" 1 I in O in in .093" I Q X 1 LO 0 O PRE -PUNCHED CENTER MULLION .213" a 0 0 108" IN 119" I� 1.700" -- 2.125" (t.020) Al HIGH VISIBILITY LOUVER BLADE 6063-T6 Alum. ALLOY VIEW X S o 050 + °° + o 049„ lO .875" SERRATED TUBE 0 1" SERRATED TUBE INSIDE ARM OUTSIDE ARM COMPONENTS SCALE: 3/4" = 1 " R.O33" 'O .080" 0) R.125„ 71 2.557 '- - R 055„ 3.3- 1g•�8, 2.972" OB 1 4" F LE HI 4�•4�• L o O� O _R.415„ o in R 343. Lq 04 I cos,. Ln N r Oj 0 0 .0718" 81„ I 6• N x • 3� 39 Ln r- - N . GE I�1 82o"-I 1 /4"0 REQ. .250"--- HOLES -EO.� 1� r` k .125" LO (TYP.) � Z 9/ 16",', Min. - HOLE © CHANNEL .085" No• 4411667 � STAf E SF •: � , iFL Q Rvo�•••\` �+ © TOP RAIL/MALE HINGE t---1.250"---i I_-1.250"-1 I I o �I o to 0 o 0 0 0 N 0 1 N 9/16 0 11 Min. - HOLE 00 00 9/16"0 Min. - HOLE (2) 1 /4„ 0 (3) 1 /4„ 0 HOLES HOLES BLOCK 0 0 N w 1a T J (_ /_ /_ - - - �_-- 1.750" VIEWS Z .268" • 136 0 o 0 .044"-� I-- OL SCREEN SPLINE FLANGE FOR OM 6005-T5 Alum. ALLOY 0 -91n"� o 0 0 2.330"��� (�)JAM B 45 T I--2.000" VIEW Y 12" 0 4.000" Min. to -7* O - 0 Lq Ion 1 /4" 0-2Ox 1 " LONG ±3O '*_-S.S. THUMBSCREW OR 3/8" 0-16x 1 " LONG 0 ACETAL THUMBSCREW. HO LOCKING ROD AT EXTERIOR FIXATION 0 _ 12„ I h' 10" Min.- 0 - } 0 -- 0 - -- _ � f 1/4"O-2Ox1" LONG nH LOCKING ROD AT INTERIOR FIXATION S.S. THUMBSCREW OR 3/8"0-16x1" LONG ACETAL THUMBSCREW. �j%- ) 0.015 THK.,18X14 ENDS/INCH, 5 OZ/Yd3 x-X -x--7 MO PVC COATED FIBERGLASS SCREEN 18.0 Lb TEAR WARP CAPACITY (MODEL 1814013 FIB, By ADFORS-ST-GOBAIN FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) E)2020 TILTECO, INC. ASSA / BERTHA H.V. BAHAMA SHUTTER M.P LARGE MISSILE & SMALL MISSILE DRAWN BY AMERICAN 7/DATE20 SHUTTER SYSTEMS ASSOC., INC. TILLIT TESTING do ENGINEERING COMPANY 4268 WESTROADS DRIVE 6355 N.W. Seth. St., St.. 305 VIRGINIA GARDENS, FLORIDA 33166 Phone : (305)871-1530 . Fa.: (305)671-1531 WEST PALM BEACH, FLORIDA 33407 PH: (800)432-2204 FAX: (561)209-8380 20-166 e-mail: tilteco®aol.com CA-0006719 DRAWING No REV. N. DESCRRiION DATE REV. ft - I DESaRMON DALE WALTER A. TILLIT Jr.. P. E. FLORIDA Lic. # 44167 s 7/2/2020 s COyp, 1ia�i1 SHEET 2 OF 7 in 00 (2) #14x2" F.H. S.S. S.M.S FROM JAMB (E TO TOP RAIL A OR � C (CONT.) (CONT. TYP.) VC/5,6 B (CONT.) IP ° 0 0 ° � L 1 I I� F r 2 1/8" Min. F- BLADE PENETRATION r- I-- E; i_ F- r- I-- t- - I r- (2) #14x2" F.H. S.S. S.M.S. FROM JAMB E T01— BLADE (A) OR(Al L ® MID HEIGHT I TO BRACE JAMB r F- i- L I F` r B/4 SIMILAR L r- (2) #14x2" F.H. S.S. S.M.S. FROM JAMB (E TO BOTTOM RAILQ B'/4 FIL (2) #14x2" F.H. S.S. S.M.S. FROM JAMB QE e TO BOTTOM _ H I �p � � (uy "W" (SEE SCHEDULE, SHEET 7)- C/5, 6 WOOD SUBSTRATE RAIL uD e u - f Ha ' p H G F- "W" (SEE SCHEDULE, SHEET 7) C/5,6 CONCRETE OR CONCRETE BLOCK SUBSTRATE SINGLE UNITS: CASE I EXTERIOR ELEV/ WITH EXTERIOR D/5,6 D'/5,6 (2) #14x2" F.H. S.S. S.M.S. FROM JAMB �E TO TOP RAIL (2) #14x2" F.H. ° S.S. S.M.S. FROM JAMB E TO TOP RAID@ 2 1/8" Min. 2 1/8" Min. j BLADE BLADE PENETRATION PENETRATION _J E w w �E L i -� ul r. -I Lei I- J �. J o (2) #14x2" = F.H. S.S. S.M.S. (2) #14x2" v (n FROM JAMB E TO BLADE AO OR A I �- H. S.S. S.M.S. FROM JAMB E TO(n w ® MID HEIGHT BLADE TO BRACE JAMB �- I O MID HEIGHT j L 7 TO BRACE JAMB z I - a J (n SIMILAR I ® _ I (2) #142" F.H. r —I FROMSJAMB E O -J B/4 TO BOTTOM RAIL OD e ® (2) #14x2" F.H. G S.S. S.M.S. FROM JAMB (1 TO BOTTOM RAIL(D) D/5,6 B'/4 D'/5,6 (2) #14x2" F.H. � S.S. S.M.S. FROM JAMB (j TO BOTTOM �B'/4 SIMILAR RAIL QD D/5,6 �l D'/5,6 L N.T.S. (CONT.) � C/5, 6 A � OR B (CONT.) /5, 6 J (`CONT. TYP.) D 0 ° 0 ° D'/5,6 + I I (2) #14x2" F.H. S.S. S.M.S. FROM JAMB E I. TO TOP RAIL C I t t T j 2 1/8" Min. BLADE w PENETRATION I + F -Tr 4- w ! E I D r + -I- 1 + (2) #14x2" H. S.S. S.M.S. w I FROM JAMBE TO N BLADE A) ORgA 1 C + L ® MID HEIGHT J TO BRACE JAMB ' t 4 J Q -1 U) T t T -1 B/4 / A/4 A/ A/ j r (2) #14x2" F.H. S.S. --------- S.M.S. FROM JAMB FQE --------- TO BOTTOM RAIL D t H D) (CONT.) "W" (SEE SCHEDULE SHEET 7)— "W" (SEE SCHEDULE, SHEET 7) 2- "W" (SEE SCHEDULE, SHEET 7) 120" Max. WIDTH - D/5,6 6 C/5, 6 WOOD SUBSTRATE D'/5, 6 I T 4 A/ w �' f I ( D (CONT.) 1 (2) #14x2" F.H. G } f (SEE SCHEDULEII SHEET 7)-I--"W" (SEE SCHEDULE, SHEET 7) ! —"W" (SEE SCHEDULE, SHEET 7)- S.S. S.M.S. I - FROM JAMB([) 120" Max. WIDTH TO BOTTOM RAIL 0 C/5,6 D/5,6 �G CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5,6 11#11111 mom, TI SIMILAR --i -a (2) #14x2" F.H. S.S. S.M.S. ° FROM JAMB QE TO BOTTOM RAIL e G ►�� "'����,, MULTIPLE UNITS: CASES I I& III T GENSF FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No. 44167FN.W.3ath. z020 TILTECO, INC. ASSA BERTHA H.V. BAHAMA SHUTTER M.P LARGE MISSILE & SMALL MISSIDRAWN eY TATE OtF� ;� E C Q N c . AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/DATE20 FORINSTALLATI0NS�ijQ FCQRIOP.•'•��' G & ENGINEERING COMPANY 4268 WESTROADS DRIVE F., �, �St°. 305 MRGINIA GARDENS, FLORIDA 33168 WEST PALM BEACH, FLORIDA 33407 AGR0D H FI XATI 0 N •,,, s�oN'�,tE ,,ail:1 tilte . Fax : (305)871-1531 ( , (,r�/ S \' PH: 800 432-2204 FAX: 561 209-8380 20�166 ail: tilteco®aol.comCA-0006719 my• N° DESCRIPTroN Quit REv. N° DESCRIMON DATE IDRAWING No R A. TILLIT Jr., P. E. t°tD t7-tom �I1J 3 SHEET 3 OF 7 RIDA Lic. # 44167 COUP_ , .„„�„ (2) #14x2" F.H. S.S. S.M.S. FROM JAMB QE TO TOP RAIL [�Aj OR v ((; ] (CONY.) (CONY . TYP.) ®C/5AAA B CONT.) 0 0 0 0 L I I (- r 2 1/8" Min. L L BLADE PENETRATION E I_ ±(2) #14x2" -� F.H. S.S. S.M.S. FROM JAMB (r) TO BLADE @ MIDO ® � TO BRACE JAMB F r L F r B/4A SIMILAR L_ (2) #14x2" ZE) I- S.S. S.M.S. FROM JAMB -----�--- -- TO BOTTOM • -� RAIL QD HL` �', �H _ G "W" (SEE SCHEDULE, SHEET 7) l C/5A, 6A WOOD SUBSTRATE B'/4A (2) #142" F.H. S.S. S.M.S. • _ FROM JAMB --------- TO BOTTOM e RAIL OD H "W" (SEE SCHEDULE SHEET 7) D/5A, 6A D'/5A, 6A (2) # 14x2" F. H. S.S. S.M.S. FROM JAMB (E�_ TO TOP RAIL C (2) #14x2" F.H. o S.S. S.M.S. FROM JAMB QE TO TOP RAIL CO — _~ 2 1/8" Min. 2 1/8" Min. j BLADE BLADE PENETRATION PENETRATION n w E Cn r J J m (2) #142" = F.H. S.S. S.M.S. _ I U FROM JAMB (E TO I (2) #14x2" BLADE (A OR ® �. :'F.H. S.S. S.M.S. w Li ® MID HEIGHT FROM JAMB E TO BLADE ® OROQ1 — TO BRACE JAMB J ® MID HEIGHT J �- -7 TO BRACE JAMB = z a- B/4A -4 J SIMILAR I (2) #14x2" F.H.- _4 S.S. S.M.S. FROM JAMB ( • — - - I B/4A TO BOTTOM • RAIL t�D (2) #14x2" F.H. G S.S. S.M.S. FROM JAMB (j • • TO BOTTOM RAIL D D/5A,6A B'/4A D'/5A, 6A r- (2) #14x2" F.H. B'/4A S.S. S.M.S. O BOTTOM SIMILAR RAIL QD • (2) #14x2" F.H. S.S. S.M.S. FROM JAMB T TO BOTTOM RAIL QD [r C/5A, 6A D/5A, 6A .CONCRETE OR CONCRETE BLOCK SUBSTRATE D'/5A,6A SINGLE UNITS: CASE I EXTERIOR ELEVATIONS FOR I WITH INTERIOR LOCKING RO[ N.T.S. (CONT.) VC/5A,6A 0 I I T t � Tom) (CONT.) VD/5A,6A 0 0 o D'/5A, 6A •o I `J2) #14x2" F.H. S.S. S.M.S. FROM JAMB Q_ I. TO TOP RAIL C 4A A/4 j 2 1/8" Min. r + BLADE rd PENETRATION = + I � Lj I 2) #14x2" V) F.H. S.S. S.M.S. w FROM JAMB 0 TO v BLADE AO OR ® MID HEIGHT J + I 4 1 I TO BRACE JAMB T z + 4_ -j U) i -4 T -! B/4A H l D (CONY.) H� "W" (SEE SCHEDULE SHEET 7) -"W" (SEE SCHEDULE, SHEET 7) "W" (SEE SCHEDULE, SHEET 7) 120" Max. WIDTH - - C/5A,6A WOOD SUBSTRATE H] I- "W" (SEE SCHEDULE SHEET 7) C/5A, 6A ENSF ✓•p'�' No, 44167 �r �r ATE OF ' p, `�``: AT I n N (2) #14x2" F.H. S.S. S.M.S. FROM JAMB EO TO BOTTOM RAIL 0 D/5A, 6A D'/5A, 6A B'/4A SIMILAR -(2) #14x2" F.H. S.S. S.M.S. FROM JAMB DE TO BOTTOM RAIL OD � 1 p , (CONT.) iFH G; "W" (SEE SCHEDULE, SHEET 7) — -- "W" (SEE SCHEDULE, SHEET 7) 120" Max. WIDTH — - D/5A, 6A CONCRETE_ OR CONCRETE BLOCKAT _ ,SUBSTRE D'/5A,6A MULTIPLE UNITS: CASES II & III FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) A/ VC.D,D'/5,5A,6,6A 3/16"0 ALUM._ L POP RIVETS --- 12" 0./C MAX. � (TYP.) nono i s IN Ir■ ■■■ f �KENN I � i11 1lri i■ I 1■e■■�u ■■ I ■■■ r1 C� ■ ■■ 1�■.■■f)■ ■ir■■s Ifl MEN O H■■:H��rl 1�I 1 I■■■ ■■1 1■■ r■�i■i■I Ei1 • Ilri■■■>■ i I!I■■n■■■�■11!■l■i■■N E■EIt■i ■■■■1■ilf]■■illf 1 ■■■lit■i■ ■ 1�■■■!■■!/�■■11 ��•���� ii""' 1� i■ulfill�■��iui�l O ;�Isl•ii1■ ■�;f■■ 1�■■ ��■ �I ! j1Eirt := I� i ii■■iu■=■■ ■.N ��u�lil�■I�i i��■ �� ■�MIMF i1!■ C ■i■■ 1 E r■■i �■� ■i u■ ■ �i�"iu■ I son NEI : ! ■ ii ■ 010M moil; v■ ■■■■INEMEWEEN ■ ■■■■■rlf �'i �■■�:: ��W■uii■� +III 1■■ Ili C,D, D'/5,5A, 6, 6A "W" (SEE SCHEDULE, SHEET 7) .� INTERIOR ELEVATIONIL FOR SINGLE UNITS HV BAHAMA SCREEN ATTACHMENT N.T.S. Cl A/4,4A --._ 3/16"0 ALUM. POP RIVETS 12' MAX. (TYP.) n ® W �,4A-=J1 3/16"0 ALUM. 12„ 0 " 1' 1 I I 0 i J ., POP RIVETS 6 12" O.0 MAX. TYP. M 12 0. X. TYP. (TYP.) C, 5,5A,6, 6 "W" C,D,p 5,5A, 6, "W" p 5,SA, 6, 6A ► (SEE SCHEDULE, SHEET 7) - (SEE SCHEDULE, SHEET 7) "W" (SEE SCHEDULE, SHEET 7) INTERIOR ELEVATION FOR MULTIPLE UNITS `�,���r,,,,� \.`�FLr�`, Tit �i HV BAHAMA SCREEN ATTACHMENT N.T.S. FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) CONCRETE HOLLOW BLOCK REQUIRED ® CORNER (Typ.)—\ 3" FOR TAPCONS 1/2" FOR SOLID Min. E.D. (2) 1 /4"0 TAPCONS OR (2) 1/4"0x3/4" ALL PO SOLID —SET OR INTS 3/16"0 ALUM. (2) 1/4"0 PANEL MATE INSERT i POP RIVETS I 12" O.0 MAX. j 1 S.S.S.M.S.L FROM JAMB ©TOBOTTOM &I — — + (2) #14x2" F.H. S.S. S.M.S. E 2 1/4' SLOT FROM JAMB ECTO BLADE 0OR (4 LOCATION 0 MID HEIGHT TO BRACE JAMB 4" THUMBSCREW LOCATION — SECTION B'—B' (E) W/ INTERIOR WEB CONCRETE HOLLOW BLOCK NOTCHED AT REQUIRED @ CORNER (Typ.) BOTTOM RAIL QD .E I I 2 1/8- Mi..rBLADE PENETRATC; ION -__ vA 14"Wat ve -- 0 0 I LV I I _ 2" x 4" WOOD STUDS REQUIRED 0 CORNER (Typ.) /3 M 3/16"0 ALUM. 2" in. E.D. M CONT. CONT. POP RIVETS 12 O.0 MAX. 3' A OR W/ INTERIOR WEB (4) 3/16"0 (BLADE TYP.) NOTCHED AT BOTTOM RAIL (D ALUMINUM r POP RIVETS 5/16"x2" SLOT HBACK & FRONT 5/16"x2" SLOT - --------------- --___-_ -- H ------------ - ----- --- ---_ -- -- ----- _ _ �((33s))ERTS 1 4"0 TAPCONS OR 1/4"0x 1 7/16" PANELMATE --------------------- --- TO WOOD __--==- - = �-=======--=-= =�-- -=-�_=_==_= __=______=- -___� = �___ __________- _===_ = _==_ _== --- ------------------------_� (2) #14x2" F.H. S.S. S.M.S. ----- ---- ---- �F W/ WEB z 1/a^ Min E FROM JAMB E)TO BOTTOM RAIL C ® Q © W/ INTERIOR WEB ( ) # NOTCHED AT � BLADE PENETRATION + 2 14x2" F.H. S.S. S.M.S. O NOTCHED AT FROM JAMB � TO BLADE � OR BOTTOM RAIL D SECTION A —A CONT. BOTTOM RAfL � 4" THUMBSCREW LOCATION p MID HEIGHT TO BRACE JAMB (2) #142" F.H. PLAN SECTION no —no SCALE: 3/8" = 1" A) OR ® (2) #14x2" F.H, S.S. S.M.S. Q W/ WEB S.S. S.M.S. fE' W/ INTERIOR WEB FROM JAMB �E NOTCHED AT �• (BLADE ') FROM JAMB (j NOTCHED AT 2" x 4" WOOD TO BOTTOM RAIL QD BOTTOM RAIL D f STUDS REQUIRED TO BOTTOM RAIL � BOTTOM RAIL (D ® CORNER (Typ.) IIy - I II 2 1/8. in. I I I BLADE PENETRATION ---------- ---------------------- ---- _— _sL-- -------� I . ---- ---------------------- -------------------------------- --- — ---- ---_ ___ ------------ --- ----------------- -- �ssF ------------ -------------- -- _ .625".625"i G -- ------------------- 0 I � 1/40-20 S.S._. : 5/161'x21 --- — -------- v u, o cv xI" LONG THUMBSCREW.' SLOT H (4) 3/16„0.. ALUMINUM' i/4"0 SLOT x2 ^�POP • • • ' RIVETS.— x1" LONG (+i (r+)) 4" THUM--- "BACK &FRONT' CONY. THUMBSCREW. 1 LOCATION • '.�2 1/4' SLOT' — (2) 1/4"0 TAPCONS OR ' LOCATION . (3) 1 /4" 0 • TAPCONS" OR (2) 1 /4"0x3/4" ALL POINTS ' ' 4"0 x 1 7�l SOLID —SET OR :. • '(2) 1/4"0 PANEL MATE INSERT :.:. - PANINSERTS TO NET 0 OOD. • • •� Lf} _ • /T�'� '��� EXTERIOR ELEVATION/11 FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ;�� ••' ���ENSF 'A Z SCALE: 3/8" ©2020 TILTECO, INC. ASSA / BERTHA H.V. BAHAMA SHUTTER M.P No. 44167 =Tnl�� * �TESTING L E C O L4RGE MISSILE & SMALL MISSILE DRAWN BY 7/DATE20 IN c .AMERICAN SHUTTER SYSTEMS ASSOC.� INC. STATE OF i .!1 10 TILLIT dL ENGINEERING COMPANY 6355 N.W. 36th. St., Ste. 305 1ARGINIA GARDENS. FLORIDA 33166 Ph— : (30.5)871-1530 . Fax: (305)871-1531 4268 WESTROADS DRIVE WEST PALM BEACH, FLORIDA 33407 R 1� �► i �C` • • r e-mail: tiltecc®aol.com PH: (800)432-2204 FAX: (561)209-8380 20— ss ��.•` S F ��� CA-0006719 WALTER A. TILLIT Jr., P. E. REV. N. 1 DE3CRWTM WE OLD 17-106 7/2/za REV. N. DFSCNIPIWN DAn ; DRAWING No I1ft111i1 FLORIDA Lic. # 44167 a cowLP 1 /Yl/2021 SHEET 4 OF 7 CONCRETE HOLLOW BLOCK. REQUIRED @ CORNER (Typ.) 2" x 4" WOOD '•� STUDS REQUIRED CORNER (Typ.) 3" FOR TAPCONS 3 1/2" FOR SOLID-S Min. E.D. (2) 1/4"0 TAPCONS OR 3/16"0 ALUM. _. /3 3/16"0 ALUM. 2" in. E.D. (2) 1 /4" 0x3/4" ALL POINTS pOP RIVETS ® CONT. POP RIVETS ®1 SOLID -SET OR f A (2) 1/4"0 PANEL MATE INSERT 12" O.0 MAX. OR ® �� 12" O.0 MAX. ,:r:,, (4) 3/16"0 (BLADE TYP.) CONT., ALUMINUM L POP RIVETS \ 5/16"x2" BACK & FRONT II 5/16"x2" t' 1 _-_ - SLOT---, - - H-- - ---- ' --1-- - __ SLOT = __-___ r-------- ----- - ___ -- — y -- -- -_-- -- --- --_ — --- — ---- ----- --- (3) 1/4"0 TAPCONS OR 1------_ —_-- _-__- _ - _ L------- - --------------------------°-------------------- ----------------------- yq�q=-------------------------------------------------------------- NELMATE INSERTS TO WOOD ---------------------------------------------- ---------------------- -- ------------- --_ _-- ------------------ --------------------�- - ----- ----------------=iaasrsfY (2) #14x2" F.H. S.S. S.M.S. ------------------------ G FROM JAMB TO BOTTOM RAIL D L----- OE O------------ — -- _-- _---- — _----_ --- — -- ---�� -- _--- —_ _ --_— _------ —------J FROM 1JAMB FE TO OTTOMSRAIL� + (2) #14x2" F.H. S.S. S.M.S. r -`!' W/ INTERIOR WEB F FROM JAMB OE TO BLADE OA OR AO O NOTCHED AT O W/ WEB — - Q (DE W/ INTERIOR WEB- 2 1/8- Min. E . + (2) #14x2" F.H. S.S. S.M.S. NOTCHED AT 1 ® � NOTCHED AT BLADE PENETRATION FROM JAMB OE TO BLADE OA OR � MID HEIGHT TO BRACE JAMB BOTTOM RAIL Q BOTTOM RAIL � BOTTOM RAIL Q � MID HEIGHT TO BRACE JAMB 10" THUMBSCREW LOCATION — SECTION A- CONT. SECTION 9� LAN - - 10" THUMBSCREW LOCATION — (E)W/ INTERIOR WEB (2) #14x2" F.H. SCALE: 3/8" = 1" ® -SECTION - A OR (2) # 14x2" F.H. CONCRETE HOLLOW BLOCK NOTCHED AT S.S. S.M.S. O W/ WEB S.S. S.M.S. �E' W/ INTERIOR WEB r REQUIRED ® CORNER (Typ.) BOTTOM RAIL QD FROM JAMB OE NOTCHED AT (BLADE TYP.) FROM JAMB E NOTCHED AT E 2" x 4" WOOD O BOTTOM RAIL TO BOTTOM RAIL OD BOTTOM RAIL �D F TO BOTTOM RAIL OD 5".625" lI STUDS REQUIRED i I _ @ CORNER (Typ.) r1 I I 2 1/8" Min. I _ ((+i) BLADE PENETRATION 5/16"x2' +I I 2 1 8 Min. _7I iOn _ J r I SLOT I 5/16"x2" /" ' I r` O I L I SLOT i BLADE PENETRATION ----- ---- — lJ--.-- -, - O. --wi --------- - ---------- Z=-------------------11------------� N, ----_ _-_-----_--_------------- - ----------------_-----__--_-__- I : A]WNXWIulc'� --- �T------ -- ---- — r =--- ------ — — ----------- — _ — r------------ ----- — -A— ( ------ --- i i I --------�frFrrptrit try •i-i+ 0 . , ... �• - --- - ------ ----- - - --� '----—------ -----------�� ------ `�IIFIiJJil�ll-ti�-i.• ------�------I ____ I _ _ O_ _ ____ ------------ ------------- ----------- !\ �\ ---------------------- --------- - -_-------------7 -V iS.S.-I. -_-_-- - -- -- 1 /4"0-20 S.S.• . J U� x1" LONG' ..:. (4) 3/16"0 1 4„_ 0 20 S.S. THUMBSCREW. ALUMINUM' D fi / POP RIVETS. x1 ' LONG K CONT. THUMBSCREW. -- - ... I - ' a` SLOT LOCATION '• ' • ''BACK &FRONT ' 8" SLOT LOCAT ON - (2) 1 /4"0 TAPCONS OR : (3) 1 /4"0 TAPCONS OR -(2) 1/4"00/4" ALL POINTS ...(3) 1/4"0 x 1 7/16" : SOLID -SET OR PANELMATE INSERTS TO WOOD (2) 1/4"0 .FANEL MATE INSERT FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) ENSF' ��P' EXTERIOR ELEVATION Ai. ©2020 rarEco, INC. ASSA BERTHA H.V. BAHAMA SHUTTER M.P Z SCALE: 3/8" = 1" LARGE MISSILE & SMALL MISSILE DRAWN BY No. 44167 IL E C Q I N c. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 7/DATE20 TILLIT TESTING do ENGINEERING COMPANY 4268 WESTROADS DRIVE -o' • STATE OF A 5355 N.W. 38th, St. Ste. JOS VIRGINIA GARDENS, FLORIDA 35766 WEST PALM BEACH, FLORIDA 33407 ' !O •. �Z O to ••�L, \`` Ph— : (m5)571ail: 1530 o®a :tiltecl(305)571 -1531 PH: (800)432-2204 FAX: (561)209-8380 20- 1 66 DRAWING No i Lac+ CA-0006719 REV. No DESCRIPnOx DAiE REV. No DEscmPnox DATE WALTER A. TILUT Jr., P. E. t oIn rr-tw 7/2/zozo 3 FLORIDA Lic. # 44167 x gyp,© t/�/2o2t SHEET 4A OF 7 �f�hlNfu11N111\ 3/16"0 ALUM.,._ POP RIVETS 12" O.0 MAX. 0_. Min. SEPARATION TO GLASS (SEE SCHEDULE —4 SHEET 7) EXISTING I /3 GLASS -� CONT. CONT. I 3/16'0 ALUM. POP RIVETS tY O.0 MAX. i\\\ 250' MAX. GAP-•1 c 2"x4" N WOOD PLATE N REQ'D WOOD STUD 24" 0. C. MAX REQUIRED SECTION C — C (WALL MOUNT) HURRICANE POSITION SCALE: 3/5" = 1" WOOD HEADER REQUIRED 1/4"0 TAPCONS (SEE SCHEDULE SHEET 7) F)W/ WEB NOTCHED TOP RAIL (D OR OR OA MID.) FDE Cont. (ONLY�F�OR SIN GLEE UNITS) { F 1 Cont. (ONLY FOR MULTIPLE UNITS) Fi W/ WEB NOTCHED AT BOTTOM RAIL (p) WOOD STUD 24" 0. C. MAX REQUIRED WOOD HEADER REQUIRED 1/4"+1 TAPCONS (SEE SCHEDULE SHEET 7) Cont. N #14x2" F.H. ' S.S. S.M.S. FROM JAMB (E_ TO TOP RAIL C E•INTERIOR WEB OTCHED T �`1 \ TOP RAIL C) +: 3/16"0 ALUM:\l POP RIVETS 0 \ A OR r • 12" O.0 MAX. + \ ` _ _\\ (�-) \ � -`_ \ \ cgz \\ ` ` (2) #14x2" F.H. S.S. S.M.S. FROM JAMB (D TO BLADE (A) OR , am ® MID HEIGHT TO BRACE JAMB CONT. \ \ /3 \ OR O (TYP.) \\ 1/4" 0-20 BOLT W/NUT ` \s rE INTERIOR WEB \ \. •` NOTCHED AT BOTTOM RAIL DO 11 SECTION D — D (WALL MOUNT) NON HURRICANE POSITION SCA - i O J ® EACH JAMB W(M LOCATION3/16"0 ALUM. POP RIVETS12" O.0 MAX. 1/4'0-20 Cont. N THUMB SCREW (2) #14x2" F.H. \ S.S. S.M.S. 1/4" 0-20 BOLT W/ WINGNUT FROM JAMB (g TO BOTTOM RAIL(0) `PANELMATE INSERTS TO STUD APCONS OR (3) 1(MIDWIDTH OF ' STUD, 2" MIN. NOMINAL) WOOD STUD 24" 0. C. MAX, REQUIRED LE. 3/8 = 1 11i11lliilffff, CONNECTION TO WOOD WZ EXTERIOR ��'P~ �\cjENSf LOCKING ROD H FIXATION No.44167 E OF A � .,F SIO N KA � •``• WOOD HEADER REQUIRED 1/4"0 TAPCONS (SEE SCHEDULE SHEET 7) f{ } Cont. I \i 3/16"0 ALUM. POP RIVETS 12' O.0 MAX. lye] /3 CONT. #14x2" F.H. S.S. S.M.S. FROM JAMB TO TOP RAIL C E INTERIOR WEB OTCHED AT \\ TOP RAIL C A OR \ (TYP•) (2) 3/16"0 Alum. POP RIVETS 1/4' 0-20 BOLT W/NUT 3M 1 AMB (DTO BLADE (A)OR MID HEIGHT TO BRACE JAMB W �" O (TYP•) E INTERIOR WEB \ OTCHED AT BOTTOM RAIL j LOCATION�CJAMB — / 3/16"0 ALUM.—` �' \\ POP RIVETS 1/4"0-20 12" O.0 MAX. ,:. THUMB SCREW D Cont. 1/4" 0-20 BOLT W/ WINGNUT (2) #14x2" F.H. S.S. S.M.S. '7\— FROM JAMB (j (3) 1/4"0 TAPCONS OR (3) 1/4"Ox 1 7/16" TO BOTTOM RAIL*ANELMATE INSERTS TO STUD (MIDWIDTH OF STUD, 2" MIN. NOMINAL) ALTERNATE SECTION D'—D' (WALL MOUNT) NON HURRICANE POSITION SCALE: 3/8' = 1" FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) N 3/16"0 ALUM. POP RIVETS 0 12" O.0 MAX. Min. SEPARATION TO GLASS r (SEE SCHEDULE — SHEET 7) EXISTING GLASS--) i CONT. 3/16"0 ALUM. POP RIVETS 12" 0.0 MAX. .250' MAX. GAP 2"x4" WOOD PLATE REQ•D WOOD STUD ® v 24" 0. C. MAX. REQUIRED SECTION C — C (WALL MOUNT) HURRICANE POSITION SCALE: 3/8" = 1" WOOD HEADER �— REQUIRED 1 /4*0 TAPCONS (SEE SCHEDULE SHEET 7) N � .� f—{ Ft 1 Cont. F W/ WEB NOTCHED T TOP RAIL (D OR OR O i (TYP.) Cont. (ONLY FOR SINGLE UNITS) I Cont. i (ONLY FOR MULTIPLE UNITS) i F.W/ WEB NOTCHED AT ^^ BOTTOM RAIL@ Cont. C4 WOOD STUD 24' 0. C. MAX REQUIRED SECTION D — D (WALL MOUNT) NON HURRICANE POSITION SCALE: 3/8" = 1 " _ WOOD HEADER REQUIRED 1/4"0 TAPCONS (SEE SCHEDULE SHEET 7) N #14x2" F.H. S.S. S.M.S. FROM JAMB E TO TOP RAIL C E INTERIOR WEB ' OTCHED AT \ TOP RAIL �` A OR (TYP.) (2) #142" F.H. S.S. S.M.S. FROM JAMB (V TO BLADE A) OR ® MID HEIGHT TO BRACE JAMB a O�" (TYP.) E INTERIOR WEB OTCHED AT BOTTOM RAILQD S.S. S.M.S. 1/4" 0-20 BOLT W/ WINGNUT FROM JAMB (j TO BOTTOM RAIL QD (3) 1/4"0 TAPCONS OR (3) 1/4"0x 1 7/16" PANELMATE INSERTS TO STUD (MIDWIDTH OF STUD_ 2" MIN. NnUINS1) 24" 0. C. MAX REQUIRED ENSF' No. 44167 -o STATE OF �. FLORiOP WOOD HEADER REQUIRED 1/4"0 TAPCONS (SEE SCHEDULE SHEET 7) N Cont. 3/16'0 ALUM.' ' POP RIVETS 12. O.0 MAX. #14x2" F.H. S.S. S.M.S. FROM JAMB E TO TOP RAIL C �\ E'INTERIOR WEB OTCHED \� TOP RAIL C OR (2) #142" F.H. S.S. S.M.S. \ FROM JAMB (E) TO BLADE ® OR MID HEIGHT TO BRACE JAMB /3 CONT. \\ \\ OR O (2) 3/16"0 Alum. (jYp ) POP RIVETS ^y \\ 1/4" 0-20 BOLT W/NUT�Ef%INTERIOR WEB \ OTCHED A B BOTTOM RAILQD V � \ K j® EACH JAMB LOCATION / 3/16"0 ALUM. THUMB SCREW POP 112" O.0 MAX. Cont. 1/4" 0-20 BOLT W/ WINGNUT ' (2) #14x2" F.H. y (3) 1/4"0 TAPCONS OR (3) 1/4••0x 1 7/16" S.S. S.M.S. II PANELMATE INSERTS TO STUD (MIDWIDTH OF FROM JAMB QE STUD, 2" MIN. NOMINAL) TO BOTTOM RAIL QD ALTERNATE SECTION D'—D' (WALL MOUNT) NON HURRICANE POSITION SCALE: 3/8" = 1 " FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) � yl CONCRETE OR CONCRETE BLOCK HEADER REQUIRED N 1/4"0 TAPCONS (SEE SCHEDULE ON SHEET 7) 6 bi m 3/16"0 ALUM. POP RIVETS 12" O.0 MAX. I ! Min. SEPARATION TO GLASS (SEE SCHEDULE SHEET 7) EXISTING GLASS —I CONT. \ I y— i CONT. I .250" MAX. GAP I 3/16"0 ALUM. POP RIVETS 0_\ 11 1 12" O.0 MAX. �L,i CONCRETE OR CONCRETE BLOCK REQUIRED SECTION C — C (WALL MOUNT) HURRICANE POSITION SCALE: 3/8" = 1 " 1/4"0 TAPCONS (SEE SCHEDULE ON SHEET 7 N 1/4"0 TAPCONS (SEE SCHEDULE iv B Cont. ) ) � Cont. ON SHEET 7) � C #14x2" F.H. S.S. S.M.S. FROM JAMB TO TOP RAIL�C E INTERIOR WEB W/ WEB \NOTCHED kT TOPCHED RAIL �D 3/16'0 ALUM. �� \TOP RAIL C POP RIVETS ®': _` � \ 3/16"0 ALUM. CONCRETE OR �� A OR ® POP RIVETS ®- i 12" O.0 MAX.CONCRETE OR i CONCRETE BLOCK 12" O.0 MAX. WALL REQUIRED \ CONCRETE BLOCK `�\ A OR ® \ C (�') WALL REQUIRED OR OA MID.) I .I E Cont. ONLY FOR SINGLE UNITS) TORCont(ONLYMULTIPLE UNITS) F W/ WEB NOTCHED AT BOTTOM RAIL Q D M Cont. CONT. /3 'bI$ 1/4' 0-20 BOLT W/NUT (2) #14x2" F.H. S.S. S.M.S. FROM JAMB (D TO BLADE 0 OR ® MID HEIGHT TO BRACE JAMB * OR A MID.) I .) ��,) INTERIOR WEB NOTCHED AT OTTOM RAIL G 3/16"0 ALUM. da ' POP RIVETS 12" O.0 MAX. J ® EACH JAMB LOCATION L(-n) L1V 1/4"0-20 THUMB SCREW Cont. S.S.#1F.H. S.S.M.S. FROM JAMB 1/4" 0-20 BOLT W/ WINGNUT TO BOTTOM RAIL@ (2) 1/4"0 TAPCONS OR (2) 1/4"Ox3/4" ALL POINT SOLID -SET OR (2) 1/4"0x1 7/16" PANELMATE INSERTS SECTION D — D (WALL MOUNT) NON HURRICANE POSITION SCALE: 3/8" = 1" CONNECTION TO CONCRETE CONNECTION TO CONCRETE O8CONCRETE BLOCK W EXTERIOR LOCKING OD FIXATION No.44167 TATE OF O R 10�' 8 `0 N1A1 Cont. CONT. /3 #142" F.H. S.S. S.M.S. FROM JAMB & TO TOP RAIL C \,E'INTERIOR WEB HEDRAILA OR (TYP•) (2) #142" F.H. S.S. S.M.S. FROM JAMB EQTO BLADE(A) OR 0 MID HEIGHT TO BRACE JAMB OR a'\ (2) 3/16"0 Alum. \ ( ) POP RIVETS j \ 1/4" 0-20 BOLT W/NUT 'tea ` a \ ;INTERIOR WEB NOTCHED AT \ BOTTOM RAIL @ a` a G K J ® EACH JAMB LOCATION 3/16"0 ALUM.-' POP RIVETS 0 1/4"0-2 12" O.0 MAX. O I THUMB SCREW D 1/4" 0-20 BOLT W/ WINGNUT Cont. (2) #14x2" F.H. S.S. S.M.S. (2) 1/4"0 TAPCONS OR FROM JAMB QE TO BOTTOM RAIL @ (2) 1/4"00/4" ALL POINT SOLID -SET OR (2) 1/4"Ox1 7/16" PANELMATE INSERTS ALTERNATE SECTION D'—D' (WALL MOUNT) NON HURRICANE POSITION SCALE: 3/8" = 1 " FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) CONCRER CONCRETE BLOCK -�/� � FE/z HEADER REQUIRED jf� 1/4"0 TAPCDNS 1/4"0 TAPCONS (SEE SCHEDULE, (SEE SCHEDULE, N SHEET 7) �} �� Cont. SHEET 7) rnB Cont. 6 Li z g 3/16"0 ALUM. POP RIVETS ®_ 12" O.0 MAX. I C Min. SEPARATION I To GLASS r—(SEE SCHEDULE, SHEET 7) EXISTING GLASS CONT. ( J W/ WEB NOTCHED AT TOP RAIL (D CONCRETE OR CONCRETE BLOCK AOR ® WALL REQUIRED (TYP.) I I Y I OR O (TYP.) CONT. ` I O Cont. (ONLY FOR SINGLE UNRS) i I F Cont. j I (ONLY FOR MULTIPLE UNITS) Cp- I A,' 3/16"0 ALUM. W/ WEB NOTCHED AT I BOTTOM RAIL@ POP RIVETS 12" O.0 MAX. .250" MAX. GAP 1 /1 Cont. r\7 g CONCRETE OR CONCRETE BLOCK REQUIRED SECTION C — C (WALL MOUNT) HURRICANE POSITION SCALE: 3/8" = 1 " #14x2" F.H. S.S. S.M.S. FROM JAMB ML TO TOP RAIL C E.INTERIOR WEB NOTCHED 5/16"0 ALUM. �;TOP RAIL SC OP RIVETS 12" O.0 MAX. OR rMID.) C .I 'SI$ 1/4' 0-20 BOLT W/NUT 1/4"0 TAPCONS (SEE SCHEDULE, SHEET 7) CONCRETE OR CONCRETE BLOCK WALL REQUIRED FROM 1 JAMBQ TO S BLADE (A) OR ® MID HEIGHT TO BRACE JAMB N B Cont. #14x2" F.H. S.S. S.M.S. FROM JAMB (�_ TO TOP RAIL C �E I INTERIOR WEB / BOTCHED T 'OP RIVETS ®_ 0 ALUM.�`' \� TOP RAIL C 12" O.0 Max.OR zap \ 0-Tr \ �, J \\\ CONT. — ) OR A /3 J \\ (�') \\ -E)INTERIOR WEB (2) 3/16"0 Alum.—_ NOTCHED AT POP RIVETS �•i'` BOTTOM RAILQD 1/4" 0-20 BOLT W/NUT � I ' ®EAC JAMB LOCATION 3 16"0 ALUM. POP RNETS ®�� 12' O.0 MAX. y 11 /4"0-20 Cont. THUMB SCREW (2) #14x2" F.H.- 1/4" 0-20 BOLT W/ WINGNUT S.S. S.M.S. FROM JAMB �E 2) 1/4'0 TAPCONS OR TO BOTTOM RAIL (2) 1/4'00/8' ALL POINT SOLID -SET OR (2) 1/4"Ox1 7/16" PANELMATE INSERTS SECTION D — D (WALL MOUNT) NON HURRICANE POSITION SCALE: 3/8" = 1 " CONNECTION TO CONCRETE OR CONCRETE BLOCK W-Z INTERIOR LOCKING ROD ) FIXATION 01i11141ii1ll�fff.li N0.44167 SIC -o' STATE OF ai SSIO N PA ;; ���� e 10111111111 �—J FROMJAM14x2* F H. S_S. S.M.S. FROM JAMB �E TO BLADE QA OR \ ® MID HEIGHT TO BRACE JAMB OR A E..INTERIOR WEB NOTCHED AT BOTTOM RAIL@ ® EACH JAMB �W t ' LOCATION 3/16"0 ALUM: d\ POP RIVETS 1/4"0-20 12' O.0 MAX. THUMB SCREW /4' 0-20 BOLT W/ WINGNUT '.I Cont. (2) #142" F.H.- S.S. S.M.S. FROM JAMB QE 1/4"0 TAPCONS OR TO BOTTOM RAIL (D 1/4"Ox7/8" ALL POINT SOLID -SET OR 1/4"0x1 7/16" PANELMATE INSERTS ALTERNATE SECTION D'—D' (WALL MOUNT) NON HURRICANE POSITION SCALE: 3/8" = 1 " FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) SCHEDULE # 1 MAXIMUM SHUTTER SPAN "L"(in),MAXIMUM SHUTTER WIDTH "W° in FOR SINGLE CASE I & MULTIPLE CASES II & III UNITS FOR A CORRESPONDING A.S.D. DESIGN PRESSURE RATING FOR INSTALLATIONS INTO POURED CONCRETE CONCRETE BLOCK OR WOOD SUBSTRATES SINGLE UNITS ELEVATION MULTIPLE UNITS ELEVATIONS B CASE I : WALL MOUNT B. CASE II : WALL MOUNT B CASE III : WALL MOUNT BAHAMA SHUTTERIL J ELEVATIONS I--w---f--w�-I---w---I--w��-w--I �—W--I �---DOUBLE UNITS SINGLE �--TRIPLE UNITS -I UNITS MAXIMUM A.S.D. CASE DESIGN PRESSURE MAXIMUM UNIT MAXIMUM SPAN INTERIOR MULLION MINIMUM SEPARATION RATING WIDTH "W" (IN) "L" (IN) TYPE REQUIRED TO GLASS (IN) (P.s.f.) +45.0 , —55.0 42" 96" N/A 4 5/8" II & III +45.0 —50.0 40 70" OF 3 5/8" SCHEDULE # 2 MAXIMUM ANCHOR SPACING AT TOP FEMALE HINGES B FOR SINGLE CASE I & MULTIPLE CASES II & III UNITS FOR A CORRESPONDING A.S.D. DESIGN PRESSURE RATING & SUBSTRATE TYPE MAXIMUM A.S.D. SUBSTRATE CASE DESIGN PRESSURE RATING WOOD POURED CONCRETE (P.s.f.) SOUTHERN PINE No.2 OR CONCRETE BLOCK I +45.0 , —55.0 12" 7 1 /2" +45.0 , —50.0 II & III 7 1 /2" 7 1 /����,��+�A'T�+�►,�� No. 44167 s STATE OF FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone)