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HomeMy WebLinkAboutProduct Approval; Bahama Shutters1/5/2021 Florida Building Code Online 0f1oiidi� 66 ..�.'1'�Z Xi- BCIS Home log In User Registration Not Topics fit? submit Surcharge Stats & Facts Publications Contact Us SCIS Site Map I Unks Search I '' !. Product Approval USER: Public User PMdllrt AnnrmnI Mew > product or Ar&1katel Senrrh > Aoolicatlon List > Application Detail FL # FLSS23-RS Application Type Revision REVI Code Version E 2020 �Y� Application Status Re -Apply "®®� LUCI Comments q condtional-reapplyi2/16/20 � �.a• O r Archived ®occ a� Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@eastemmetal.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative File Copy* Address/Phone/Emall Category Shutters Subcategory Bahama Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report - Hardeopy Received Florida Engineer or Architect Name who developed the Walter A. Tlllit Jr. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2021 Validated By John Henry Kampmann Jr. Validation Checklist - Hardcopy Received Certificate of Independence Referenced Standard and Year (of Standard) Equivalence of Product Standards Certified By Sections from the Code EL8523 R8 Cdl ASSA-COLplif Standard Year ASTM E 330 2002 ASTM E-1886 2012 ASTM E-1996 2012 wwwforidabufding.org/pr/pr epp dtl.aspx?param=wGEVXQwtDgvjJC6uOEmpYhCjgKa47OLYE033BSNWbgO%3d 1/2 Product Approval Method Florida Building dodo Online Mcthad 1 Option D Data Submided Date Validated 10/26M20 Dame PIM1116 IIc Approval iz/ss/aoao bu�WAV Praduete FLip ' Number or ................_..--- ,_._.._. ---------- ,......,.�.. ,.W.. . , _.._ .- Moro 8523.1 BertFto HV ' M .Extruded~ _ �hemo ShutOer Hurrhne Protection. oseembled _.,......._...` ., _., together and retolnod (N0n•HUHZ) rotection. bX..iarnbs/headera to provide Drawing _ _ ! Number 17-109 LIMIft of UN �� i No i Appr+oVad lCOlr rue ottbid® IMM Yu Verified 1 1 AmeNt an 7bst Lab oI Saugt Florida Yna IRdhp ant Third ' ONO Yes EIIis111it1011 Party. Yes a9 aa�a �r9a miselltev®1 nr _ Greeted by independent Third Party! Yes VYlnd Zane 1, 2 and 3, 6°abr F�ht *45, 55 P.M. ASD design load, Max. uddth Is 120" and Mel. height is 70° for tqg, -30 P.G.� rd.:: K El canwim it I fin irala Or Fiojdi loan aq/EEpp�,b-Wlsy&n BMXOM MMaAUa MRW . Phonn. Beery— � M�•IUWU nodft law, emu UMwR e®6yP oof Vwjdonot yannt wrftuOd t +�4`an$tl(ra orieha� L s6». nin e.. Y m! U Veu t.,v.... , mteased In reriwlue a Ouhil an d"I addeo�wMdt m pO P�u�aDprntrai CrWt Card Safe 4` wwwfloaidebuuditte otg/p►h►l.Mpad","px?pomm�WOEWCQMoyviJC9uoEmoYhclmcnn.11...C..,,.._... _ _.. .4 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 AND 0621.01-07 AS PER ASTM E 1886-05, ASTM E 1996-05 AND ASTM E-330 STANDARDS, QUALIFIED FOR WIND ZONE 3, MISSILE TYPE D, 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 kst 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 kst 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 ksl 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 & SPECIALTY COMPANY. 1/4"Ox1 7/16" PANELMATE INSERTS AS MANUFACTURED BY ELCO FASTENING SYSTEMS, I.I.C. B.1) MINIMUM EMBEDMENT OF TAPCON ANCHORS INTO POURED CONCRETE SHALL BE 1 3/4" OR CONCRETE HOLLOW BLOCK SHALL BE 1 1 /4". B.2) MINIMUM EMBEDMENT OF 1/4"Ox3/4" ALL POINTS SOLID -SET ANCHORS INTO POURED CONCRETE SHALL BE 7/8" OR INTO CONCRETE HOLLOW BLOCK SHALL BE ENTIRELY 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. 8.4) 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 B.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 0 A READILY VISIBLE LOCATION AT EXPOSED SURFACE OF THE BAHAMA FRAME ©,@ OR E)IN ACCORDANCE WITH SECTION 1709.9.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1709.9.2 OF THE FLORIDA BUILDING CODE. 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; t. a. 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. (a) ORIGINAL P.E.D. SHALL BEAR THE DATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. ``��UIlilll l (lll/��� . N.QA, r���'�.� TO OBTAIN PERMITS I THETHIS DRAWING SHALL ONSTATE OFEFLORIDA ? �{1 FLORIDA 1YQ. 44167 - 52020 TILTECO.-INC. * = "�'! STATE OF /IF� 0 R 1 DP ��� t��ECAMERICAN •' • • .... • •' �\ , - TESTING- do ENGINEERING COMPANY h' /� . N.W. 3W St Stw 3N VIRMA "ROM nDRM% Witt /11'rif O�'1 ```` e(mcel� t�lteco�aol.eom��_�u� BUILDING CODE _ (Mon High Velocity Hurricane Zone) ASSA / BERTHA H.V. BAHAMA SHUTTER M.P DRAwH BY SHUTTER SYSTEMS ASSOC., INC. 4268 WESTROADS DRIVE WEST PALM BEACH, FLORIDA 33407 PH: (800)432-2204 FAX: (581)209-8380 w.� 7/DATE20 _ DRAWING 66 ;.j AO L UVER BLADE 6063-T6 Alum. ALLOY 2.330" Il 0 C, 0 X I to o 1(�)PRE—PUNCHED CENTER MULLION .213" .625" t.030) .108" 119" �_ • i2 Ll.700"--Jo%Pz 2.125" (f.020) Al HIGH VISIBILITY LOUVER BLADE 6063-T6 Alum. ALLOY r J15--i VIEW X g '>S •• .90 to 050" f ' F ID .875 SERRATED TUBE J� 1" SE406A IN ARM UTSID COMPONENTS SCALE: 3/4" = 1" ARM .302" LO N 910" 6• 97— ;n Ln r r` N LO C C4 0. + .324" o CC TOP RAILfMALE HINGE O BOTTOM RAIL 1/4r"I--1.250"_Iof 1.250" HOLES . -I EOE � °o—— oLO o q N O LO .a: .125" N o r 9/16"0 0 � (TYP.)Min. �-- _ - HOLE0 2— _ 9/16"0 - — 00 0 Min. 9/16"0 ri � H Q HOLE Min.- nHOLE o �J C HOLES I HOLES ` o 0 0 .085" T F_ BLOCK WOOD to -VIEWS Z N O N 00 �4 V\C EN No. 44167 STATE of ZoRIOP .•XC� �� s'••.....• N `�� TONAL E ' Ib �� 1111111110\ EO JAMB L . 2.000"— VIEW Y 12" -4.000" Min. 1 /4" 0-20x1 " LONG S.S. THUMBSCREW OR 3/8"0-16x1" LONG ACETAL THUMBSCREW. 10" Min.- 1 /4"0-20x 1 " LONG .S. THUMBSCREW OR 3/8"0-16x1" LONG ACETAL THUMBSCREW. HD LOCKING ROD AT INTERIOR FIXATION FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) I (2) #14x2" F.H. S.S. S.M.S. FROM JAMB E TO TOP RAIL C 2 1/8" Min. BLADE PENETRATION (2) #14x2"_ F.H. S.S. S.M.S. FROM JAMB ST BLADE OCR ® MID HEIGHT TO BRACE JAMB (2) #14x2" F.H. S.S. S.M.S. FROM JAMB QE TO BOTTOM RAIL Q B'/4 (2) #11®" F.H. S.S. S.M.S. FROM JAMB QE TO BOTTOM I RAIL QD A. DR U C (CONT.) CONY. TYP.) C/5, 6 B (CONT.) D/5,6 0 0 0 0 D'/5,6 (2) #142" F.H. S.S. S.M.S. FROM JAMB Q I F To TOP RAIL "W" (SEE SCHEDULE, I SHEET 7) P C/5,6 y1100D SUBSTRATE G "W" (SEE SCHEDULE, SHEET 7)— C/5,6 CONCRETE OR CONCRETE BLOCK SUBSTRATE SINGLE UNITS: CASE I D/5,6 D'/5,6 1►a&13 2i (2) #14x2" jE o S.S. S.M.S. FROM JAMBTO TOP RAI_ 2 1/8" Min. 2 1/8" Min. BLADE BLADE PENETRATION PENETRATION In I,i J w (2) #14x2" --� = F.H. S.S. S.M.S. (2) #14x2" in FROM JAMB CEO T BLADE A OR 1=.H. S.S. S.M.S. w FROM JAMB E TO V) ® MID HEIGHT BLADE AUOR TO BRACE JAMB ® MID HEIGHT TO BRACE JAMB (2) #142" F.H. S.S. S.M.S. -� FROM JAMB ( [ B/4 TO BOTTOM Ir RAIL —(2) #14x2" F.H. ((� S.S. S.M.S. �) FROM JAMB (Ei (CONY.) J C/5,6 0 "W" (SEE SCHEDULE SHEET 4 OR SIT. 0 (CONT.) �01/5,6 0 0 D'/5,6 (2) #14x2" F.H. S.S. S.M.S. FROM JAMB (E�_ TO TOP RAIL C h I � � T t + -1 F i I -I T 77 1 � I t + I -I- --I 1 � I' -- T t I1 � T � _ A/ lz Up (CONT.) "W" (SEE SCHEDULE, SHEET 7) 120" Max. WIDTH — "W" (SEE SCHEDULE, SHEET 7) TO BOTTOM RAIL(D)j � C/5,6 WOOD SUBSTRATE ' G D/5, 6 B'/4 I - T T D'/5,6 ® , (2) #14x2" F.H. + ® + S.S. S.M.S. A/ A/4 A/ FROM JAMB QE • o Cro e B'/4 TO BOTTOM ------ o " o o - --- SIMILAR RAIL � - H _ ® (CONT.) H • (2) #14x2" F.H. (� "W" (SEE SCHEDULE SHEET 7) . "'W" (SEE SCHEDULE, SHEET 7) "W" (SEE SCHEDULE, SHEET 7)- LS.S. S.M.S. 120" Max. WIDTH FROMo OM JAMB OILQD D/5,6 E C/5,6 CONCRETE OR CONCRETE BLOCK SUBSTRATE ' G �%%0)ki llltlu1r�ii, - D /5,6 rij 4*, ►AI II T1DI C I IAIITC. r'ACC'C II S. Ili • L\GENSF'••`�� No. %. STATE OF _ ! ��'��;• CORID�` •;�L SzONAL ;1#10 N 11111111``qi FLORIDA BUILDING CODE 2020 TILTECO INC 2 1 /8" Min. r BLADE ~PENETRATION (n Li La U 42) #14x2" � F.H. S.S. S.M.S. w FROM JAMB QTO cn BLADE pA OR S ® MID HEIGHT TO BRACE JAMB B/4 j (2)#14x2" F.H. 1 S.S. S.M.S. FROM JAMB QE $1 TO BOTTOM RAIL D/5,6 D'/5, 6 B'/4 (2) #14x2" F.H. S.S. S.M.S. FROM JAMB Q TO BOTTOM RAIL High Velocity Hurricane Zone) ASSA / BERTHA H.V. BAHAMA SHUTTER t L E C 0 1 N c. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 1T TESTING do ENGINEERING COMPANY 4268 WESTROADS DRIVE N.W. 36M. SL. Sic 305 VRGM Gkq=S, PIDRM 33160 WEST PALM BEACH, FLORIDA 33407 Fmm : (303"-1530 . rw : (305)e7t-1531 PH: (800)432-2204 FAX: (561)209-SUO e—mail: tilteco®acl.com CA-0006719 1xt K• OLlCf?iWK mu[ ny. K. DuMpm" DATE WALTER A. TILUT Jr., P. E. t OLD 17-109 VBMI 3 FLORIDA Uc. f 44167 2 4 M.P DRAWN BY 7/2/2020 DATE 20-166 DRAWING No SHEET 3 OF 7 h I � � T t + -1 F i I -I T 77 1 � I t + I -I- --I 1 � I' -- T t I1 � T � _ A/ lz Up (CONT.) "W" (SEE SCHEDULE, SHEET 7) 120" Max. WIDTH — "W" (SEE SCHEDULE, SHEET 7) TO BOTTOM RAIL(D)j � C/5,6 WOOD SUBSTRATE ' G D/5, 6 B'/4 I - T T D'/5,6 ® , (2) #14x2" F.H. + ® + S.S. S.M.S. A/ A/4 A/ FROM JAMB QE • o Cro e B'/4 TO BOTTOM ------ o " o o - --- SIMILAR RAIL � - H _ ® (CONT.) H • (2) #14x2" F.H. (� "W" (SEE SCHEDULE SHEET 7) . "'W" (SEE SCHEDULE, SHEET 7) "W" (SEE SCHEDULE, SHEET 7)- LS.S. S.M.S. 120" Max. WIDTH FROMo OM JAMB OILQD D/5,6 E C/5,6 CONCRETE OR CONCRETE BLOCK SUBSTRATE ' G �%%0)ki llltlu1r�ii, - D /5,6 rij 4*, ►AI II T1DI C I IAIITC. r'ACC'C II S. Ili • L\GENSF'••`�� No. %. STATE OF _ ! ��'��;• CORID�` •;�L SzONAL ;1#10 N 11111111``qi FLORIDA BUILDING CODE 2020 TILTECO INC 2 1 /8" Min. r BLADE ~PENETRATION (n Li La U 42) #14x2" � F.H. S.S. S.M.S. w FROM JAMB QTO cn BLADE pA OR S ® MID HEIGHT TO BRACE JAMB B/4 j (2)#14x2" F.H. 1 S.S. S.M.S. FROM JAMB QE $1 TO BOTTOM RAIL D/5,6 D'/5, 6 B'/4 (2) #14x2" F.H. S.S. S.M.S. FROM JAMB Q TO BOTTOM RAIL High Velocity Hurricane Zone) ASSA / BERTHA H.V. BAHAMA SHUTTER t L E C 0 1 N c. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 1T TESTING do ENGINEERING COMPANY 4268 WESTROADS DRIVE N.W. 36M. SL. Sic 305 VRGM Gkq=S, PIDRM 33160 WEST PALM BEACH, FLORIDA 33407 Fmm : (303"-1530 . rw : (305)e7t-1531 PH: (800)432-2204 FAX: (561)209-SUO e—mail: tilteco®acl.com CA-0006719 1xt K• OLlCf?iWK mu[ ny. K. DuMpm" DATE WALTER A. TILUT Jr., P. E. t OLD 17-109 VBMI 3 FLORIDA Uc. f 44167 2 4 M.P DRAWN BY 7/2/2020 DATE 20-166 DRAWING No SHEET 3 OF 7 Up (CONT.) "W" (SEE SCHEDULE, SHEET 7) 120" Max. WIDTH — "W" (SEE SCHEDULE, SHEET 7) TO BOTTOM RAIL(D)j � C/5,6 WOOD SUBSTRATE ' G D/5, 6 B'/4 I - T T D'/5,6 ® , (2) #14x2" F.H. + ® + S.S. S.M.S. A/ A/4 A/ FROM JAMB QE • o Cro e B'/4 TO BOTTOM ------ o " o o - --- SIMILAR RAIL � - H _ ® (CONT.) H • (2) #14x2" F.H. (� "W" (SEE SCHEDULE SHEET 7) . "'W" (SEE SCHEDULE, SHEET 7) "W" (SEE SCHEDULE, SHEET 7)- LS.S. S.M.S. 120" Max. WIDTH FROMo OM JAMB OILQD D/5,6 E C/5,6 CONCRETE OR CONCRETE BLOCK SUBSTRATE ' G �%%0)ki llltlu1r�ii, - D /5,6 rij 4*, ►AI II T1DI C I IAIITC. r'ACC'C II S. Ili • L\GENSF'••`�� No. %. STATE OF _ ! ��'��;• CORID�` •;�L SzONAL ;1#10 N 11111111``qi FLORIDA BUILDING CODE 2020 TILTECO INC 2 1 /8" Min. r BLADE ~PENETRATION (n Li La U 42) #14x2" � F.H. S.S. S.M.S. w FROM JAMB QTO cn BLADE pA OR S ® MID HEIGHT TO BRACE JAMB B/4 j (2)#14x2" F.H. 1 S.S. S.M.S. FROM JAMB QE $1 TO BOTTOM RAIL D/5,6 D'/5, 6 B'/4 (2) #14x2" F.H. S.S. S.M.S. FROM JAMB Q TO BOTTOM RAIL High Velocity Hurricane Zone) ASSA / BERTHA H.V. BAHAMA SHUTTER t L E C 0 1 N c. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 1T TESTING do ENGINEERING COMPANY 4268 WESTROADS DRIVE N.W. 36M. SL. Sic 305 VRGM Gkq=S, PIDRM 33160 WEST PALM BEACH, FLORIDA 33407 Fmm : (303"-1530 . rw : (305)e7t-1531 PH: (800)432-2204 FAX: (561)209-SUO e—mail: tilteco®acl.com CA-0006719 1xt K• OLlCf?iWK mu[ ny. K. DuMpm" DATE WALTER A. TILUT Jr., P. E. t OLD 17-109 VBMI 3 FLORIDA Uc. f 44167 2 4 M.P DRAWN BY 7/2/2020 DATE 20-166 DRAWING No SHEET 3 OF 7 • L\GENSF'••`�� No. %. STATE OF _ ! ��'��;• CORID�` •;�L SzONAL ;1#10 N 11111111``qi FLORIDA BUILDING CODE 2020 TILTECO INC 2 1 /8" Min. r BLADE ~PENETRATION (n Li La U 42) #14x2" � F.H. S.S. S.M.S. w FROM JAMB QTO cn BLADE pA OR S ® MID HEIGHT TO BRACE JAMB B/4 j (2)#14x2" F.H. 1 S.S. S.M.S. FROM JAMB QE $1 TO BOTTOM RAIL D/5,6 D'/5, 6 B'/4 (2) #14x2" F.H. S.S. S.M.S. FROM JAMB Q TO BOTTOM RAIL High Velocity Hurricane Zone) ASSA / BERTHA H.V. BAHAMA SHUTTER t L E C 0 1 N c. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 1T TESTING do ENGINEERING COMPANY 4268 WESTROADS DRIVE N.W. 36M. SL. Sic 305 VRGM Gkq=S, PIDRM 33160 WEST PALM BEACH, FLORIDA 33407 Fmm : (303"-1530 . rw : (305)e7t-1531 PH: (800)432-2204 FAX: (561)209-SUO e—mail: tilteco®acl.com CA-0006719 1xt K• OLlCf?iWK mu[ ny. K. DuMpm" DATE WALTER A. TILUT Jr., P. E. t OLD 17-109 VBMI 3 FLORIDA Uc. f 44167 2 4 M.P DRAWN BY 7/2/2020 DATE 20-166 DRAWING No SHEET 3 OF 7 B/4 j (2)#14x2" F.H. 1 S.S. S.M.S. FROM JAMB QE $1 TO BOTTOM RAIL D/5,6 D'/5, 6 B'/4 (2) #14x2" F.H. S.S. S.M.S. FROM JAMB Q TO BOTTOM RAIL High Velocity Hurricane Zone) ASSA / BERTHA H.V. BAHAMA SHUTTER t L E C 0 1 N c. AMERICAN SHUTTER SYSTEMS ASSOC., INC. 1T TESTING do ENGINEERING COMPANY 4268 WESTROADS DRIVE N.W. 36M. SL. Sic 305 VRGM Gkq=S, PIDRM 33160 WEST PALM BEACH, FLORIDA 33407 Fmm : (303"-1530 . rw : (305)e7t-1531 PH: (800)432-2204 FAX: (561)209-SUO e—mail: tilteco®acl.com CA-0006719 1xt K• OLlCf?iWK mu[ ny. K. DuMpm" DATE WALTER A. TILUT Jr., P. E. t OLD 17-109 VBMI 3 FLORIDA Uc. f 44167 2 4 M.P DRAWN BY 7/2/2020 DATE 20-166 DRAWING No SHEET 3 OF 7 :61 c.q w z N / 'z'ca- I I I I I Min. SEPARATION TO GLASS r (SEE SCHEDULE SHEET 7) I EXISTING GLASS --� I I .250" MAX. 2"x4' N WOOD PLATE N 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) Cont. POP RIVETS BACK do FRONT NOTCHED) TOP RAIL A) OR (rn'•) ' OR (TYP.) E Cont. (ONLY FOR SINGLE UNITS) F Cont. ` (ONLY FOR MIN.TIPLE UNITS,' NOTCHED AT BOTTOM RAIL cq (4) 3/16'0 ALUMINUM POP RIVETS BACK &FRONT D Ltl_-& •�I�hI=;;I;I;y�pl�l� q'ifily� 1: II i l iy nUhI�I�UUIiUI�1�I�I�lU��1�! �,I�I�I�IgU�IUU�I+)�Irlif+�lli l V ��UITUI�Ud�H111�UI�hl�ITl�IIi i � WOOD STUD 0J 24" 0. C. MAX. REQUIRED _SECTION D — D (WALL MOUNT) NON HURRICANE POSITION SCALE: 3/8" - 1" WOOD HEADER �— .. WOOD HEADER REQUIRED `- REQUIRED `— 1/4'0 TAPCONS 1/4"0 TAPCONS (SEE SCHEDULE SHEET 7) (SEE SCHEDULE SHEET 7) •e \ Cont. � —� � I 0 Cont B / V #142' F.H. +' 12" F.H. FROM JAMB ' : S.S. S.M.S. TO TOP RAIL (g) FROM JAMB QE TO TOP RAIL :4• E INTERIOR WEB > OTC E INTERIOR WEB \ TOP RAIL C� :«.. NOTCHED T .. TOP RAIL C \� OR ®" 1 (yP I{ A 'OR (2) 14x2' F.H. S.S. S.M.S. N ` FROM JAMB Q TO BLADE (& OR \ ® MID HEIGHT TO BRACE JAMB ' ' 2 142" F.H. S.S. S.M.S. OM JAMB Q TO BLADE (&OR P MID HEIGHT TO BRACE JAMB =- INTERIOROR �_ \ (TYP) + OR OA 1/4' 0-20 BOLT W/NUT EOTCHLO)AT (2) 3 POPPAlum.RIVEiS j \ ( ) BOTTOM RAIL@ j 1/4" 0-20 BOLT W/NIR�, OE INTERIOR WEB r+ • \ NOTCHED AT V 's ' BOTTOM RAIL DO CK O J J 0 EACH JAMB LOCATION ' ' ' O 0 EACH JAMB L 1. Ai . MI :::, ..!� `' LOCATION 11/4'0-20 THUMB SCREW J Cont. N I (2) #14x2' F.H. S.S. S.M.S. _ FROM JAMB Q `1/4' 0-20 BOLT W/ WINGNUT TO BOTTOM RAIL Q (3) 1/4"0 TAPCONS OR (3) 1/4"Ox 1 7/16" AELMATE INSERTS TO STUD (MIDWIDTH OF STUD. 2' MIN. NOMINAL) WOOD STUD 0 24' 0. C. MAX. REQUIRED CONNECTION TO WOODEXTERIOR LOCKING ROD H FIXATION •L�CENSF• r No. 44167 ---STATE OF �.��;n FtORiDP r•'�� TONAL 1/4"0-20 THUMB SCREW 1 " ' _ ` y —1/4" 0-20 BOLT W/ WINGNUT (2) #14x2' F.H. Cont. ` S.S. S.M.S. FROM JAMB QE . y " TO BOTTOM RAILQ 1ELMATE PAN INSERTS TO STUD (MIDWIDTH OF 1 STUD, 2" MIN. NOMINAL) ALTERNATE SECTION D'—D' (WALL MOUNT) NON HURRICANE POSITION SCALE: 3/8" - 1" FLORIDA BUILDING CODE (Non High Velocity HuMcone Zone) pzozo TaTEco, INC. ASSA / BERTHA H.V. BAHAMA SHUTTER M.P DRAWN BY AMERICAN SHUTTER SYSTEMS ASSOC., INC. 4268 WESTROADS DRIVE 7/DATE20 E C o i N c. JT TESTING & ENGINEERING COMPANY nw. 3eth. ST., Sa. 3W VRCM61 oNaxNS, FLORMA 33160 Phon.: (30)871-1So - Fox; (3os)a7i-1531 WEST PALM BEACH, FLORIDA 33407 PH: (800)432-22D4 FAX: (551)209-8380 20-166 e-mail: tilteco0aol.com CA-0006719 DRAWING No _ n'• NoI NEV. N. TKSC1 "M I wu WALTER A. TILLIT Jr.. P. E. FLORIDA Lic. # 44167 1 ao 17-109 / 20 3 SHEET 5 OF 7 2 a N E Fm i Min. SEPARATION TO GLASS r (SEE SCHEDULE SHEET 7) EXISTING GLA55—J .250' MAX. n� 2'x4" WOOD PLATE REO'D n WOOD STUD 0 �' v 24" 0. C. MAX. REQUIRED SECTION C — C (WALL MOUNT) HURRICANE POSITION SCALE: 3/8" = 1" WOOD,HEADER REQUIRED 1/470 TAPCONS (SEE SCHEDULE SHEET 7) Cont. (4) 3/16 0 ALUMINUM POP RIVETS BACK & FRONT DW/ WEB NOTCHED TOP RAIL (D) OR (TYP.) OR O 1 E corlt. 1 (ONLY FOR SINGtE UNITS) F _ Cont. (ONLY FOR MULTIPLE UNRV, F) W/ WEB NOTCHED AT BOTTOM RAIL @ vL f (4) 3/16'0 ALUMINUM - POP RIVETS BACK & FRONT Cont. �ih1:1:1:1:I:;tI1hIH1U1111�1 �ih1:1:1:1:I:;tI1hIH1U1111�1 i I it li 1i �1 4 i �IIITllll111llllilllll ll •�IIIdN1lihUldll+Uhlll:�1�1 llll ll-, i •�hUUI11HIPlhppphlll:�''i 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) 7 f—ONCont. #14x2' F.H. S.S. S.M.S. FROM JAMB E TO TOP RAIL C E INTERIOR WEB OTCHED \TOP RAIL(C) J /-4 OR \" (TYP•) 1/4' 0-20 BOLT W/NUi m (2) #14x2" F.H. S.S. S.M.S. FROM JAMB Q TO BLADE � OR m MID HEIGHT TO BRACE JAMB OR O E}INTERIOR WEB NOTCHED AT BOTTOM RAIL @ T j n/4-0-20 THUMB SCREW (j `} (2) #14x2" F.H.J Cont. S.S. S.M.S. \ FROM JAMB QE `1/4' 0-20 BOLT W/ WINGNUT TO BOTTOM RAIL @ (3) 1/4"0 TAPCONS OR (3) 1/4'Ox 1 7/16' PANELMATE INSERTS TO STUD (MIDWIDTH OF STUD 2' MIN NOMINAL) 1 .1111:III:I:1:llllll�.11�l�l l i� i I ''lllllllllllll'�'lll' I'�'�' I'. ��j .pplipl �ppp111tS�hh It�'I�i npppplll1f11�h111�I1CIf:1T�1� A WOOD HEADER �— REQUIRED 1/4"o TAPCONS (SEE SCHEDULE SHEET 7) - 1 r 11w Cor>t. #142' F.H. S.S. S.M.S. FROM JAMB E TO TOP RAIL C 1 E INTERIOR WEB OTCHED TOP RAIL " A OR /\. (Typ•) (2) #14x2' F H. S.S. S.M.S. I FROM JAMB OE TO BLADE Q OR 0 MID HEIGHT TO BRACE JAMB (2) 3/POP NETS `� .) OR O 1/4' 0-20 BOLT W/NUT �` k \\\\ E INTERIOR WEB 1\ OTCHED AT BOTTOM RAIL@ O K J, 0 EACH JAMB C LOCATION a� \.� I \— 1-7/4'o-20 THUMB SCREW 1/4' 0-20 BOLT W/ WINGNUT (2) #14x2' F.H. Cont. S.S. S.M.S. FROM JAMB Q (3) 1/4°0 TAPCONS OR (3) 1/4'0x 1 7/16" TO BOTTOM RAIL@ PANELMATE INSERTS TO STUD (MIDWIDTH OF WOOD STUD a� STUD. _2' MIN. NOMINAL) 24" 0. C. MAX. -7 _ALTERNATE SECTION D'—D' ``�alli t11 111 1w0jjl/ (WALL MOUNT) �i��/// NON HURRICANE POSITION �\ �ENS'F•• � •, SCALE: 3/8' G FLORIDA BUILDING CODE (Non High Velocity Hurricane Zone) No. 44167 ®2020 TILTECO. INC. ASSA / BERTHA H.V. BAHAMA SHUTTER DRAWN BY ATE INTERIOR STATE OF ' L E C 0 �Nc. AMERICAN SHUTTER SYSTEMS ASSOC., INC. '/DATE20 /••• /C Q` TES 4268 WE 0 DS IN ,/O� tOR�� TING do ENGINEERING COMPANY STR A DRIVE NWEST ` .�fh• — V6tC88A.C .F✓t—i1531 3]18B PH: (8D0)4322—BEACH, FLORIDA 0 —2204FAX- (561)2098380 20-166 /'`Sf0 N M- ���. a —mail: Ultecovool.com '!!!lllfllllllllll��1`, CA-0006719 rxv• No I DEXEMN , Oft[ WV. No I OMMrM aIK DRAWING No WALTER A. TILLIT Jr.. P. E. t I OLD 17-109 a FLORIDA Ua 44167 2 SHEET 5A OF 7 .-I CONCRETE OR i CONCRETE BLOCK —� HEADER REQUIRED X 1/4"0 TAPCONS - (SEE SCHEDULE ON SHEET 7) o 4i i I I I I Min. SEPARATION TO GLASS I' (SEE SCHEDULE SHEET 7) EXISTING GLASS ---I I I .250" MAX. I CONCRETE OR CONCRETE BLOCK a REQUIRED SECTION_ C — C (WALL MOUNT) HURRICANE POSITION SCALE: 3/8" = 1 " 1/4"0 TAPCONS (SEE SCHEDULE Cont. ON SHEET 7) BACK & FRONT F)W/ WEB NOTCHED TOP RA1LUD o OR OR O 1 (TYP.) E Cont. (ONLY FOR SINGLE UNITS) Cont. i- . (ONLY TORMULTIPLE UNITS) F W/ WEB NOTCHED AT BOTTOM RAIL@ (4) 3/16"0 ALUMINUM POP RIVETS c, BACK & FRONT CONCRETE OR CONCRETE BLOCK WALL REQUIRED FA F//1 #14x2" F.H. S.S. S.M.S. FROM JAMB(E) TO TOP RAIL C E INTERIOR WEB OTCHED AT TOP RAIL C OR (ryp•) 31$ 1/4" 0-20 BOLT W/NUI 1/4"0 TAPCONS (SEE SCHEDULE ON SHEET 7) CONCRETE OR CONCRETE BLOCK WALL REQUIRED (FRM 1 ROM QE TO BLADE AO OR \ 0 MID HEIGHT TO BRACE JAMB OR A \(TYP•) E INTERIOR WEB NOTCHED AT BOTTOM RAIL@ JAMB a; ' \ . L1/4"0-20 THUMB SCREWJ Cont. n O O S.S. S. S.• F.H. Cont. FROM JAMB QE 1 /4' 0-20 BOLT W/ WINGNUi TO BOTTOM RAIL =(2) 1/4"0 TAPCONS OR (2) 1/4"0x3/4" ALL POINT SOLID —SET OR (2) 1/4"0x1 7/16" PANELMATE INSERTS -SECTION D — D (WALL MOUNT) NON HURRICANE POSITION ����{{�{{{�{�R►.a•���' SCALE: 3/8" = 1" CONNECTION TO CONCRETE OR CONCRETE BLOCK W f EXTERIOR LOCKING ROD R FIXATION sell - No. 44167 7 STATE OF F' TONAL V"N Cont. #142" F.H. S.S. S.M.S. FROM JAMB Q TO TOP RAILZC) \ E INTERIOR WEB T OTCHED TOP RAIL C� '\� OR (TYP•) (2) 3/16"0 Alum._ POP RIVETS 1/4" 0-20 BOLT W/NUT (2) #14x2" F H. S.S. S.M.S. FROM JAMB 0E TO BLADE ® OR ® MID HEIGHT TO BRACE JAMB EACH JAMB � :ATION Vag OR OA E INTERIOR WEB OTCHED AT BOTTOM RAIL(g) \.� L1/4"0-20 THUMB SCREW 0 Cont \-1/4" 0-20 BOLT W/ WINGNUT (2) 14x2" F.H. S.S(2) 1/4"0 TAPCONS OR FROM JAMB TO BOTTOM RAIL @ (2) 1/4"0x3/4" ALL POINT SOLID —SET OR (2) 1/4 fx1 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) CONCRETE OR CONCRETE BLACK HEADER REQUIRED / [1 1 1/4"0 TAPCONS (SEE SCHEDULE, SHEET 7) z z I Min. SEPARATION TO GLASS (SEE SCHEDULE, SHEET 7) EXISTING GLASS ---I 1/4"0 TAPCONS (SEE SCHEDULE, Cant SHEET 7) %3/16"0 AALLUMINUM POP RIVETS BACK & FRONT J W/ WEB NOTCHED AT TOP RAIL UDD ) OR ( ir.) OR (TYP•) CONCRETE OR CONCRETE BLOCK WALL REQUIRED #14x2" F.H. S.S. S.M.S. FROM JAMB Q TO TOP RAIL C E INTERIOR WEB OTCHED T TOP RAIL �\ A OR (" •) 1/4.0 TAPCONS (SEE SCHEDULE, SHEET 7) CONCRETE OR CONCRETE: BLOCK WALL REQUIRED FROM JAMB OJAMBQTO BLADE ®OR® 0 MID HEIGHT TO BRACE JAMB #142" F.H. S.S. S.M.S. FROM JAMB TO TOP RAIL C E INTERIOR WEB N-TO OTCHEDP RAIL A OR \ (TYIP•) (2) #14x2" F.H. S.S. S.M.S. FROM JAMB Q TO BLADE (& OR 0 MID HEIGHT TO BRACE JAMB E'. Cant \ OR A (ONLY FOR SINGLE UNITS)') .Cant. 3�$ �� ` OR A F E INTERIOR WEB (2) 3/18 0 Alum. \, .- \ (j� P,) 1/4' 0-20 BOLT W/NUT NOTCHED AT POP RIVETS j (ONLY FOR MULTIPLE UNITS) / - EWTTOM RAJLQD > \ j 1/4" 0-20 BOLT W/NUi'��� ` E INTERIOR WEB F WEB }}, �� ) - \ NOTCHED AT BOTTOM RAIL(q)NOTTCC NOTCHED ACJ \ BOTTOM RAILQD -�•ry ' I .250" MAX. GAP "�, �/ � v AWMINUM POP RIVETS BACK & FRONT D ro Cont. CONCRETE OR J ^ CONCRETE BLOCK REQUIRED SECTION C — C (WALL MOUNT) HURRICANE POSITION SCALE: 3/5' = 1 " di/4"0-20 THUMB SCREW (2) #14x2" F.H.J Cont. O I S.S. S.M.S. FROM JAMB([) / I �1/4' 0-20 BOLT W/ WINGNUT TO BOTTOM RAIL QD -(2) i/4.0 TAPCONS OR (2) 1/4"00/8" ALL POINT SOLID -SET OR (2) 1/4'0x1 7/16' PANELMATE INSERTS SECTION D — D (WALL MOUNT) NON HURRICANE POSITION \`��►i'i�����(w���lij�� SCALE 3/8" m 1 " ���` �� CONNECTION TO CONCRETE OR CONCRETE BLOCK W/ INTERIOR LOCKING ROD H FIXATION No.44167 .. STATE OF < . 1/110S/ONAL E� aa'rirlifi�rlu�+v ® EACH JAMB LOCATION i `v 1/4'0-20 THUMB SCREW o Cant `1/4 0-20 BOLT W/ WINGNUT (2) #14x2 F.H. S.S. S.M.S. FROM JAMB QE (2) 1/4'0 TAPCONS OR TO BOTTOM RAIL QD (2) 1/4%7/8" 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) REVISIONS W = 80" MAX. H - 70" MAX. W = 42" MAX. H = 96" MAX. W =120" MAX. H = 70" MAX. FBC 2020 - 7TH EDITION 160 MPH EXPOSURE:D CATEGORY: II ROOF HEIGHT: <30' NOTES: 1. THIS DETAIL DOES NOT REPLACE FLORIDA PRODUCT APPROVAL FL8523 R8. THIS DETAIL IS SUPPLEMENTAL. 2. SEE FL8523 RB EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR SPECIFIC INSTALLATION INSTRUCTIONS AND A LIST OF ALL MATERIALS. 3. SEE FL8523 R8 EVALUATION REPORT AND INSTALLATION INSTRUCTIONS FOR WALL ATTACHMENT METHOD AND MAXIMUM PANEL SIZES. 4. THIS DETAIL IS AN ALTERNATE METHOD FOR THE "HURRICANE POSITION". 5. ALL ANALYSIS IS IN COMPLIANCE WITH ASTM-E-1885, ASTM E-1996, ASTM E-330, AND ASCE 7-16. 6. TYPE OF EYEBOLTS THAT MAY BE USED: 6.1. 5/16" 0 LAG STYLE WITH 3/8" LEAD TYPE, SPREADER INSERT WITH MINIMUM 2" EMBEDMENT INTO CONCRETE OR CMU. 6.2. 5/16" 0 SHOULDER STYLE EYEBOLT DOWEL AND EPDXY MINIMUM 3" EMBEDMENT INTO CONCRETE OR CMU. 6.3. 5/16" 0 LAG STYLE WITH MINIMUM 3" INTO WOOD. 7. MINIMUM EMBEDMENT MUST BE INTO SOUND SUBSTRATE —NOT FASCIA, STUCCO, SIDING, ETC. 8. MINIMUM 304 STAINLESS STEEL SHALL BE USED. BAHAMA SHUTTER ALTERNATE LOCKDOWN ATTACHMENT METHOD V/ lz Lu a Z Lu a Q W co 0 Z Offilom 0 w m a a 7 t y tr N oD J 1 il' m D K. = -%DTE OF .•• 4 o SHEET S-1 04/02/21