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HomeMy WebLinkAboutProduct Approval Company: The Home Depot Al Home Services Job Description: Installing 2 aluminum panel: Prepared By: Amber Client Name: Samuels Project Number: 8960064 vetsia,100 {ct201�.$tructureslnt iUcnal ttCd�, � ��� ��y�Ar i` y Conforms withASCE710 I_ DESIGN PRESSURES FOR WALL COMPONENTS&CLADDING Design Data Building Data Wind Velocity(mph) 160 Mean Roof Height 12 Risk Category 2 Building Width(ft) 44 Exposure Category D Building Length(ft) 48 Directionality Factor 0.85 Roof Slope (x:12) 3 Internal Pressure Coefficient+1- 0.18 Design pressures listed below are: Allowable Stress OPENING OPENING LOCATION OPENING OPENING DIMENSIONS MAXIMUM POSITIVE MAXIMUM NEGATIVE MARK DESCRIPTION ZONE ELEVATION WIDTH(INCHES) HEIGHT(INCHES) PERSSURE(PSF) PRESSURE(PSF) 1 Aluminum Panel 5 0 62 89 37.1 -47.3 2 Aluminum Panel 5 0 80 90 36.4 -45.9 3 Accordion Shutter 5 0 48 88 37.8 -48.7 Width of End Zone(a)in feet=4.4 5 h 5 a� I O 4 r 5 5 a-.,RUC TJ SES I v FNATIONAL.L,C 4/6/2016 4:30 PPA �} ) MEASURE DIAGRAM SHEET c INSTALL AREA Samuels Investment P-operties LLC Hx.s Deanne Sa►nuels,#9083119 r r . . . . . 207 N 39th St. 3 . . . . . ; . . : : . Fort Pierce,PL 34947 ` ~S Installing 2 aluminum panels and 1 accordion shutter. � : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . T . . . . . _ . . . . . . . . . . . : . . . . . . . . . . . . . . . . . Attl:HatU� 'y • . • • . . . . . • .• . • • • • . • • . . . • • • • _ • •. • • • . • . • . CJ T-218 4vq STORM PROTECTIONPANELS,FABRIC,AND SHUTTERS SPECIFICATION SHEET saEcsHr->:Ta: 19314 •� DATE: CUSTOMER: ti u_c'�f..) 4080:� ra/ C0t4SULTAW, N Finished Size of Barrier Extrusions O r k Ut Total IUQ OR (7? Square Foot Tabd ul SiTrek Build out style Color Loaatlon Floor Width Indtoa Height mho (S Header Track F th L—Angle l, tfi� / ,Sty i 3 '+P 30 _ 4 C r 5 _ r 9 N '—I 2 7 2 r e - fl 10 112 - ,4 _ N3 3 J O O SPECIAL CONSIDERATIONS: S oe Sheet Com onente: M O tN. tiI Tota! U !S taro Foo!Total S rovkfe rite U!for nals,8ahamae and coloW shiMefa.and SQFT for AceOrdlons fD and H mtcane Feb&—Square footage is calculated as Vnished width es x finished height inches divided by 144 Inches CD Header Track-Add 6'to the finished width of She Inuderfnr panels and shutters and 4'for fabric. $III Track•Add 9'to the finished width of the barierfor panels and shutters and 4'for fabdc. Build out depth-distance from the exbmior waU of Ihs house reqtAred to avid ohstactes. Keep a minumum of Vol space between the glass of the window and the Storrs Protection. L-an le measurement-Add T to the hftht on the left and fl h stdo of the battier.Material is used to tap sides of the panela. 1 have reviewed and agree with all tho Joh spa t eaUons ab and the Special Terme and Conditions.• -a CUSTOMER SIGNATURE s � Florida Building Code Online Page 1 of 3 I9 5 i Flu,!dairY."t:ir;f_=i,r BCIS Home ! Log In I User Registration Hot Topics Submit Surcharge Stats&Facts Publications FBC Staff Busines � ) • Product Approval Professional USER: Public sr Regulation Product Approval Menu >Product or Application Search >Application List >Application Detail FL # FI-389-R8 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer American Shutter Systems Association, Inc. Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (561) 209-8263 bfeeley@easternmeta I.com Authorized Signature Bill Feeley Irodriguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category Shutters Subcategory Accordion Compliance Method Evaluation Report from a Florida Registered AI Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed the Walter A.. Tillit, Jr. P.E. Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institi Quality Assurance Contract Expiration Date 12/31/2017 Validated By John W. Knezevich, PE V Validation Checklist- Hardcopy Received Certificate of Independence FL389 R8 COI HV ACCORDION CI NONHVHZ Referenced Standard and Year (of Standard) Standard ASTM E-1886 ASTM E-1996 ASTM E-330 TAS 201, 202, 203 https://www.floridabuilding.org/pr/pr_app_dtl.aspx?param=WGE... 7/10/2015 Florida Building Code Online Page 2 of 3 Equivalence of Product Standards Certified By. Sections from the Code Product Approval Method Method.1 Option D Date Submitted 04/29/2015 Date Validated 04/29/2015 Date Pending FBC Approval 05/07/2015 Date Approved 06/22/2015 Summary of Products FL# Model, Number or Name Description 389.1 Bertha HV Accordion Shutter- Blade 3 Extruded aluminum interlocking blE - (Non-HVHZ) - Drwg 15-086 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 11 A.S.S.A. INC. DRW( Approved for use outside HVHZ: Yes Verified By: American Test Lab of Impact Resistant: Yes Created by Independent Third Par Design Pressure: N/A Evaluation Reports Other: Large Missile Level "D".Max span is 12'-7"for 35 psf FL389 R8 AE A.S.S.A. INC. P.E.F positive ASD load and 13'-0"for 35 psf negative ASD load the Created by Independent Third Par HV3 blade w/o window blade,5'-2"for 110 psf ASD load for HV3 blade w/o window blade and 8'-11"for 62 psf, 9'-6"for 55 psf HV3 blade w/window blade working in unison.Max.span for HV3 blade w/o window blade for installations into Metal Stud walls is 79"for max. ASD pressure rating of +72,-72 and 84" for +64,-64 psf. See sheet 5 for other spans and ASD pressures. 389.2 Bertha HV Accordion Shutter-Blade 1 Extruded aluminum interlocking bl� Only- (Non-HVHZ)- Drwg 15-085 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 11 A.S.S.A. INC. DRW( Approved for use outside HVHZ: Yes Verified By: American Test Lab of Impact Resistant: Yes Created by Independent Third Par Design Pressure: N/A Evaluation Reports Other:Large missile level "D". Max. Span is 16'-0"for 30 p.s.f FL389 R8 AE A.S.S.A. INC. P.E_F negative ASD load depending on centermates and locking rod Created by Independent Third Par configuration for the HV1 blade, 8'-0" for +64, -72 p.s.f, load for HV blade for Keystone mountings 7'-0"for +75, -75 p.s.f. for metals stud mountings and 8'-0" for 110 p.s.f. for HV1 and HV1A working in unison. See sheets 7, 11 and 20 respectively of installation drawings for other spans and pressures. 389.3 Bertha HV Accordion Shutter-COMBO- Extruded aluminum interlocking blE (Non-HVHZ)- Drwg 15-084 and bottom) for storm protection Limits of Use Installation Instructions Approved for use in HVHZ: No FL389 R8 11 A.S.S.A. INC. DRW( Approved for use outside HVHZ: Yes Verified By: American Test Lab of Impact Resistant: Yes Created by Independent Third Par Design Pressure: N/A Evaluation Reports Other: Large missile. Max. 16'-0" span at 30 p.s.f ASD load for FL389 R8 AE A.S.S.A. INC. P.E.F Blade 1 and 18'-0"for Blade 2. See schedules on sheet 12, 25 Created by Independent Third Par and 28 respectively https://www.floridabuilding.org/pr/pr app_dtl.aspx?param=wGE... 7/10/2015 GENERAL NOTES: 1.BERTHA H.V.ACCORDION SHUTTER SYSTEM SHOWN ON THIS PRODUcr EVALUATION DDCUMENf(P.ED.)HPS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH iHE.2014(5th EDITION)OF THE FLORIDA BUILDING CODE THIS.A000RDIDN SHUTTER SYSTEM SHALL NOT BE INSTALLED AT HIGH VELOCTIY HURRICANE ZONES. DESIGN WIND LOADS Stall BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE,FOR A BASIC WIND SPEED REWIRED BY THE JURISDICTION WHERE SHUTTER WILL - T T ABLEC• OF CONTENTS BE INSTALLED WITH A OIRECnONAUTY FACTOR Kd=0.05,USING ASCE 7-10 AND Swill NOT EXCEED THE MAXIMUM(A.S.D.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 11 THRU 15, 19&20. IN ORDER TO VERIFY THE-ABOVE CONDITION.ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 SHALL BE FIRST REDUCED TO A.S.D.DESIGN WIND LOADS AREA-): HV BLADES(1] & BY MULTIPLYING THEM BY 0.6 IN ORDERTO COMPARE THESE W%MAX. (AS.D)DESIGN PRESSURE RATINGS INDICATE)ON SHEETS 11 THRU 15, 19&20. GENERAL NOTES SHEET 1 IN ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.ED.,AS TESTED,WERE NOT OVER STRESSED,A 33 R INCREASE IN ALLOWABLE MESS FOR WIND LOADS WAS SM USED IN THBR. SYSTEM COMPONENTS 1-20 SHEET 2 ANALYSIS.HOWEVER,A WINO DURATION FACTOR CDm1.60 WAS USED FDR VERIFICATION OF FASTENERS IN WOOD. SYSTEM COMPONENTS 21-37 SHEET 3 BERTHA H.V.ACCORDION SHUTTER SYSTEM'S ADEQUACY FOR WIND AND LARGE MISSILE IMPACT LOAD HAS BEEN VERIFIED IN ACCORDANCE WITH SECTION 1609.1.2 OF THE ABOVE MENTIONED CODE AS PER ATL REPORTS: TYPICAL SHUTTER ASSEMBLY 38-44 SHEET 4 TYPICAL WINDOW BLADE&WINDOW DETAIL -HV BLADE(D 40214.01-03,40715.01-03,57004.01-05,41214.01-05, 40317.02-06,40609.01-10 AND 40210.01-11 AS PER TAS-201,TAS-202 AND TAS-203 PROTOCOLS AND ASTM E=1886 AREA 2: HV BLADE 6)AND HV WINDOW BLADE hl AND E-1996 STANDARDS(MISSILE LEVEL D.WIND ZONES 1.2&3)&41220.01-10 AS PER TAS 201,203&203 PROTOCOLS LARGE MISSILE WHERE APPLICABLE) -FIV WINDOW BLADE ®40505.01-08 AS PER ASTM E-1886 AND E-1996 (MISSILE LEVET.O,WIND ZONES 1,2,3) BASIC PR07ECTION ONLY AND 4 0725.01-88 AS PER TPS 202 PROTOCOL TYPICAL SHUTTER ELEVATION &NOTES ON LOCKS SHEET 5 INSTALLATION DETAILS A-F,CONCRETE/BLOCK SHEET 6 2.HV BLADE(D AND HV WINDOW BLADE ® ARE ENGINEERED TO WORK IN UNISON WITH EACH OTHER UNDER THE GENERAL LIMITATIONS AND CONDETIONS OF USE INDICATED ON SHEET 19 INSTALLATION DETAILS G-M, CONCRETE/BLOCK SHEET 7 3.BERTHA H.V.ACCORDION PINS(HV SCREWS),USED AT BLADES KNUCKLE AND FOR DIRECT MOUNT CONNECTION TO TRACKS SHALL BE 414x2.75'AND 414x1.75'RESPECTIVELY,410-HT MINIMUM SERIES CENTERMATE DETAILS HV SHEET 8 STAINLESS STEEL SCREWS WITH 135.0 W YIELD STRENGTH AND 180 Fsi TENSILE STRENGTH. PINS SHALL BE COATED WITH BERTHA W OACROSHIELD COATING SYSTEM AS MANUFACTURED BY APPROVED CENTS RMATE ALTERNATING DETAILS W SHEET 9 COATING APPLICATORS, REGISTERED WITH AMERICAN SHUTTER SYSTEMS ASSOCIATION.PINS MUST BEAR THE HV WR19NG ON THEIR HEAD. 4.ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCIATION ALLOY AND TEMPER AS INDICATED ON SHEETS 2 AND 3.MINIMUM YIELD STRENGTH FOR 6063-T6 ALLOY IS 30.0 W AND 35.7 l.i FOR END CONNECTION DETAILS 1-6,CONCRETE/BLOCK SHEET 10 6005-T5 ALLOY. MAXIMUM SPAN TABLES SHEET 11 ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 12 5.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN 50018 WITH 50 W MIN.YIELD STRENGTH AND 90 ks MIN.TENSILE STRENGTH. ANCHOR SCHEDULE- CONCRETE&BLOCK SHEET 13 AND SHALL COMPLY W/FLORIDA BUILDING CODE SECTION 2411.3.3.4" ANCHOR SCHEDULE- CONCRETE&BLOCK SHEEP 14 6.BOLTS TO BE ASTM A-307 GALVANIZED STEEL,OR AISI 304 OR 316 SERIES STAINLESS STEEL WITH 35 W MINIMUM YIELD STRENGTH. ANCHOR SCHEDULE- WOOD SHEET 15 7.SEE THE FOLLOWING SHEETS FOR ANCHOR SPECIFICATIONS:W BLADE Q: 12.13,14,15 AND 20 INSTALLATION DETAILS M-R,WOCO SHEET 16 W BLADE Q&@ WORKING IN UNISON: 12. 13&15 INSTALLATION DETAILS S-X.WOOD SHEET 17 8.METS BERTHA H.V.ACCORDION SHUTTERSYSTEM BEARS A U.S.PATENT 46'779,582.COMPONENTS OF THIS APPROVAL ARE COVERED,IN WHOLE OR IN PARE BY U.S.PATENT 45'458,179 ISSUED TO EASTERN END CONNECTION DETAILS 7-12&X.WOOD SHEET 18 METAL SUPPLY,INC. 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 AREA 3: HV WINDOW BLADE 9 ONLY ALL SHUTTER COMPONENT EDGES WHICH REMAIN,THRU FASTENING IN CONTINUOUS CONTACT WITH THE BUILDING TO PREVENT WIND/RAIN INTRUSION. TYPICAL SHUTTER ELEVATION SHEET 19 10.EACH UNIT MUST BEAR PERMANENT LABEL IN A VISIBLE PLACE WITH WARNING NOTE DURING PERIODS OF HURRICANE WARNINGS HOME OWNER,TENANT,OR OTHERS,MUST PROPERLY CLOSE ALL W AND HD CENrERMATES AND ENGAGE OR LOCK ALL W AND ND LOCKS. AREA 4: HV WINDOW BLADE M ONLY 11.SHUTTER MANUFACTURER'S LABEL SFWl BE LOCATED ON A READILY VISIBLE LOCATION AT ACCORDION SHUTTER IN ACCORDANCE WITH SECTION 1710.8.3 OF FLORIDA BUILDING CODE ONE LABEL SH/LLL BE INSTALLATION DETAILS, METAL STUD WALLS SHEET 20 PLACED FOR EVERY OPENING. LABELING TO COMPLY WITH SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE 12.BERTHA TLV.ACCORDION SHUTTER SYSTEM'S INSTALLATION SHALL COMPLY WITH SPECS INDICATED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS PROVIDED SY THE JURISDICTION WHERE ' PERMIT IS APPLIED TO. 13.(a)THIS P.E.D.PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMATION FOR A SITE SPECIFIC PROJECT.I-WHERE THE SITE CONDITIONS DEVIATE FROM THE P.E.D. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION,PURCHASE AND INSULATION INCLUDING LIFE SAFETY OF THIS PRODUCT,BASED ON THIS P.E.D.,PROVIDED HE/SHE DOES NOT DEVIATE FROM THIS DRAWING SHALL ONLY BE USED TO THE CONDITIONS DETAILED ON THIS DOCUMENT.CONSTRUCTION SAFETY AT SITE IS THE COWTRACTOR•S RESPONSIBILITY. OBTAIN PERMITS IN THE STATE OF FLORIDA (c)THIS P.E.D.WILL BE CONSIDERED INVALID IF ALTERED BY ANY MEANS. (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(E.O.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER USE OF THE P.E.D.ENGINEER OF RECORD,ACTING AS A DELEGATED ENGINEER TO THE P.E.D.ENGINEER SHALL SUBMIT 70 THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. (e)ORIGINAL RED. SHALL BEAR THE CATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL ENGINEER OF RECORD THAT PREPARED IT. 111111 FLORIDA BUILDING CODE(Non Nigh Velocity Hurricane Zone ` R 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM �,� �• R = IL E C® ,N�. A,S,S,A. Accordion Shutter System T. ltv.L31.aDE#1 w/aR.w/o H.v WIrrcavv LADE American Shut}ef Systems "H DESCRIPTION DATE DRAWN BY: W.L. TILLIT TESTING & ENGINEERING COMPANY TE .•:•*� Association. Inc. I OLD 11-192 4/13/15 DATE 4/13/15 �p.R�•• F QF,.• 6355 N.W.36th.SL,St..355•VIRGINIA GARDENS.FLORAS 331 (305)871-1530.Far:(305)871-1531 4268 Westroads Drive 2 DRAWING No LPSi•., •'�Yf. a-moil:hTtaeallael.tom West Palm B6ach. FL 33407 3 ,11AAA/0N••• Qi L�• ED-0506719 =085 /'Ill A L ENTAAAAAS WALTER A.TILLYr Jr.PX4 15 P,E. SEACMN TURE/DATE �ORDA U`'4+4167 3 SHEEP 6 1 OF 20 ' 31I FUR WW00W BEADE© VARiES 1.491' 0 34 a e ae' c o Naw. .91 1.200• m 4371' a 4.999' • �b r. 1 HV SOLID BLADE -375' mA. O5 HY 90•/180• STARTER HV UNIVERSAL FLOATER 3O m 5\_ COVERED UNDER US PATENT # 5458179 QUALIFIED OR USE W/ QUALIFIED FOR USE W/ HV BLADE 1Q 0 HV DIRECT MOUNT HV BLADE 1®HV WINDOW BLADE* 6005-T5 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-76 ALLOY AND TEMPER *SEE LIMITATIONS OF USE OF BLADE ®ON SHEET 196063-i6 ALLOY A�TEMPER 6063-T6 ALLOY AND TEMPER 3.226" 1.500' .12 TIYPJ VV 70' 112.67°'3.556' 1.000' .670' 2226' .994' 8424NNV ADJ. ADAPTER W/LIP 4'45 12• 1375' wz 3.226' °'07 QUALIFIED FOR USE'-W/ HV ®HV WALK-OVER TRACK •920 BY ADJ. FLOOR TRACKBLADE 1Q QUALIFIED FOR U E W/ HV O9 HV TRENCH TRACK �" also• 6063-T6 ALLOY AND TEMPER BLADE 1 QUALIFIED FOR USE W/ HV 60 T6 QUALIFIED FOR USE W/ HV 63- ALLOY D TEMPER BLADEONLY. (p HV RAINGUARD BLADEJ) 6063-T6 ALLOY AND TEMPER QUALIFIED FOR USE W/ HV 6063-TG ALLOY AND TEMPER ^ VARIES BLADE VARIES 1.936' 6063-T6 ALLOY 9.TEMPER az. 1.917' 0 063' 083' .063' .083' .095' o .100' .093' .12 m .06D' e .060' .060' 670 .093•'0 �4 ro �Qyp. 670 1_686' 0.11A• 670 r 3.520' 3 5 O' 3528' 670 1 11 HV CEILING HEADER 1® HV HEADERISILL 13 HD CEILING HEADERISILL a?# Q IFlED FOR USE W/ HV BLADE 1 ONLY, QUALIFIED FOR USE W/ HV BLADE 1 ONLY SEE SECTIONS FOR VALIDI 6063-T6 ALLOY ANO TEMPF aUALIFlED FOR USE W/ HV BLADED 14 HD WALL HEADER/SILL SEE SECTIONS FOR VALIDITY. QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER 6063-T6 ALLOY AND TEMPER BLADE1Q ONLY. X 6063-T6 ALLOY AND TEMPER r MK%A911 Y MK t COMPONENT A .e T1 T2 X Y t 1' i' .062' 2• 2• 0.125' 17 2' 5'MO. 1/8' 1/8' 1® 2• 5'MAX 0.192• 0.192- SIDE .192SIDE ANGLES e ©0 CORNER POSTS QUALIFIED FOR USE W/ HV ALUMINUM ANGLES 19 2.5• 7'MAX. 0.190" 0.190" QUALIFIED FOR USE W/ HV BLADE('1� QUALIFIED FO USE W/ HV BLADE 1 6063-T6 ALLOY AND TEMPER BLADE�1 ONLY. 2• 5'MAX. 0.139' 0.131" 6063-T6 ALLOY AND TEMPER 6063-TG ALLOY AND TEMPER FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. 9 e BERTHA HVTM P. ��GENSF'• • A Accordion Shutter System ■ ■ ■ H.V.BLADE#1 W/QR W/O H.V.WINDOW BLADE f�� ✓v' *_ American Shutter SystemsLy R DESCRIPTION DATE DRAWN BY. ML TILLIT TESTING & ENGINEERING COMPANY �; Association. Inc. 1 OLD 11-192 4/13/15 oA,c ' 4/13/15 STATE OF r e35s rv.w.36m SL,stG 305.MGfI A GARDENS.FLORIDA 3316 Phone:(3°5)1171-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No ' -.I: FLOR10 �? tat-0-1- West Palm Beach, FL 33407 . 3 O •• F F8-0006719 SIONA���. `` WALTER A.MUTT J,P.E. ♦ 15-085 P.E. S�M/ERIGhATnRE/DATE 6 FLORIDA Uc @44167 SHEET 6 2 OF 20 4.660' .929' ' 4.576• 4' 2.93' t/4•-2oa1 1/*20 IE rwsT p334' FLIT 11FAD THREADED HOUANC ENN/EL 1/4'-20 2.293' .745• SSL.S. BAKED PAN1ED THREADED DIE GIST ,sem, o ...... ayNo (z rep.) m m eHAAKED uNE"A'"rma < o a I P.'.1 m i� B. OS2. .062• m m O l� KNOB. 0. 875'. 0 - _ 1.3 06 1 .318 ___ KEYS EYS(OU10NE (CHROYBRASS EPLATED) flAED) 21 HV CENTERMATE �GG�� °s. o, ,.s25 - *- ® V O ® HV EGRESS LOCK QUALIFIED FOR USE W/HV BLADEQ&®ONLY 'r«) C' C T p' �`' s.oz3' .875• QUALIFIED FOR USE W/ HV QUALIFIED FOR USE W/ HV 6063-T6 ALLOY AND TEMPER QU ED FOR USE W/ HV BLADE 1 &HA ONLY �' BLADE 01 & ®ONLY. BLADE 1Q& ®ONLY. 6063-T6 ALLOY AND TEMPER �� HV CORNER CENTERMATE _ Q AALIFIED FOR USE W/ HV BLADE 10 ONLY z5o O.D. 18. 6063-T6 ALLOY AND TEMPER PLASTIC MEAD - 2.874' p MOLDED AD m 7.756' .922' 4.04.5' 2� SCREW 2.079' 1.753' 11 t.00D' p61 m P n B25' n .IR360'AFTER RIVETING N O N °6 1/4"p-20 x 3/4" BEFO p RnVET Nc �AOp 'j }� M S.S. THUMBSCREW 1/4 0-20 RIVNUT* J *SOUE5 9444 ALUMINUM(2024-T3 ALLOY)LAME nANGE THIN o m m m SHEET NUISERT.PART f 0820.AS MANUFACTURED BY AVDEL 2750' - I 2750' I 2' CHERRY TEXTORK PAR9PPENY,NEW JERSEY 07CS4 OR EQUAL - PLAN ry FRONT ELEVATION HV MALE "T" LOCK CENTERMATE nse6' © " HV ALTERNATIVE LOCK LOCKER FOR "T" LOCK CENTERMATE QUALIFIED FOR USE W/ D EMADEOONLY ® HV FEMALE T LOCK CENTERMATE ® HV "T" LOCK ® QUALIFIED FO usE w/ HV 6063-T6 ALLOY AND TEMPER QUAUFlED FOR USE QUALIFIED FOR USE W/HV DLADE 1Q ONLY QUALIFIED FOR USE W/HV BLADE MONLY W/HV BLADE Q ONLY. BLADE 1 ONLY. 6063-T6 ALLOY AND TEMPER 6063--76 ALLOY AND TEMPER' 1.977 1917. 5.181 - - D m� 43 THUMMURN .063• 1 U CYLINDER OR .214' .063 ,D62' • KEY CYUNDER 214' n - 5N' b 0.875'Min. c N 1 .125'Max. 3O D CENTERMATE oNO LOCKI G ROD ® HD CENTERMATE LOCKING ROD ` .4D m •Id OQ0 0 QUALIFIED 3-T6 ALLOY ANDHV DE 1 & AA QUAUFIED FOR USE W/ HV BLADE 1 & A ® HD CENTERMATE'S INSERT ' 80, 6063-T6 ALLOY AND TEMPER SE .-I 1z'Mm, QUALIFIED FOR USE W/ HV BLADEW& 1/4.0-2D S85.6.OR 3/B'o-1fi 1.130 6063-T6 ALLOY ND TEMPER �THURN NDER GCE'TAL h1UuCREWG. 31/2' CYLINDER QL(SFE DETARS) BO _ OR KEY 315 1.57 Mini CYLINDER 1.78•MOx. LOCKING RODD 1/4.0 ® HD LOCK QUALIFIED FOR USE W/ HV BLADE 1O 75'0 6063-T6 ALLOY AND TEMPER © HV 3/8"0-16 ACETAL HV 1/4" 0-20 AISI 304 BY REGENT HARDWARE MORTISE LOCKS SALES 2333 HOOK BOLT LOCK. Q55 INSTALLATION WILL REQUIRE A 7/16' HOLE THUMBSCREWS SERIES S.S. THUMBSCREWS- QUALIFIED FOR USE W/ HV BLADEO& DRILLED AT TRACKS FOR PROPER EMBEDMENT QUALIFIED F5%% Iti)Ll V BLADE(� QUAUFIED FOR USE W/ HV BLADED FLORIDA BUILDING CODE(Non Higfi Velocity Hurricane Zone `�\���• ••�• ' ✓/i/� B 2015 EASTERN METAL SUPPLY,INC. ;�Q`�.�GENS,E'•"� = �■�■�,�. BERTHA HVTM TIL E C O N Accordion Shutter System c H.V. RADE#1 W/CR W/0 KV WINDOW RAPE American Shutter SystemsEv.K DESCRIPTION DATE DRAWN BY. M.L.TILLIT TESTING & ENGINEERING COMPANY S Association, Inc. 1 OLD 11-192 4/13/15 GATE_ 4/13/15 a'•, p ;'_ 6355 N.W.36th.St.,Ste.305,VROINIA WDws,EIORa 3316 Ph...:(305)871-1530.Fax:(34268 Westroods Drive z 05)871-1531 _. DRAWING NO ........•• ��� r il:tnte C.O.Dam West Palm Beach, FL 33407 3 F SIONA EE �I\ -0006719 4 15-085 sA f lEE1111111>•'\I\\� WALTER TIU J,P.E FLORIDA U..{ 44167 P.E. SEAL/SIGNATURE/DATE 6 sN 3�OF 20 SHUTTER ASSEMBLY SCHEDULE FOR HV HV 3/8"0 MCE 41 1 625' Q HV BLADE 1 4D .1875' ® HV BLADE 1A { W BLADE 0629'HV LONC RECESSED NYLON BUSHING zy IIn KNECKLE LADVSC625, .1875'3 0.0625' HV SHORT RECESSED NYLON BUSHING ® HV NYLON HAT WASHER OR ® y I Fur a rmaN wa R1.75L/ 3750' ©4 W WHEEL CARRIAGE AISI 302-303 SERIES N I- 'r / / I I ^;4➢ 4 n � //a2.750' X 0.870"x3/16"THICK NYLON WHEEL. 2 7/a'M:N. NV WINDOW0:188"0 AISI 302 SERIES S.S. RIVETS 375"0 SEPARATION 03.0 * I BEETWEEN .0625' 0625' 3.7500' ® HV 1 3/4" ACCORDION PIN W/ #8 HEAD EXTERIORA if j op LADE f 5 3° 7�s o ON C TRS�EenoN r-r ® HV 2 3/4" ACCORDION PIN W/ #8 HEAD * 41 ��" o '74 2 1/4' EOOR 0EVA"D8 ® POLYCARBONATE IMPACT RESISTANT W WINDOWi 11 i BETM+A CLEAR TYPICAL. HV WINDOW BLADE � AND I ! 39 ! I 3 POLYCARBONATE HV WINDOW DETAIL 3 (DOR (B 4 or ®3 NUL I N.T.S. (( I kEaURE.E..) j 0 O ® j I *POLYCARBONATE IMPACT RESISTANT HV WINDOW BAYER MAKROLON 3103 POLYCARBONATE 12"MIN.c CE RESINS, UV STABILIZED GRADE OR SJiBIC PIN RE UIREMENTS AT EXTERIOR BLADE KNUCKLE FOR TO BLAD B M INNOVATIVE PLASTIC LEXAN 103 RESIN HV HV 113_ I 1�OR ® i i (SEE NOTE "F' ON SHEET 19). it (1) HV PIN ® SHALL ALWAYS BE USED Ai ALL EXIERIOR 3 N�jo BOTTOM KNUCKLES OF HV ACCORDION SYSTEM W/ HV1lD OR I ` I POLYCARBONATE SOURCES FOR 4 HV® BLADE. C L 'SHUTTER ASSEM I EXTERIOR AMCAME RERAT TTT,GY.rawexnLs sUEmrRO N.T.S. HV PIN CR AT REFFT✓EECE /� (2) HV PIN ® MAY BE USED IN LIEU OF ®AND LY AT ED(TERIOR EXTERIOR BOTTOM KNUCKLES OF HV ACCORDION S EM W/ HV 10 00,32 BLADE'S KNUCKLE., BB N 0a� �tV (SEE NOTE* FOR sEEcalc rnnvnT am met 0a4J ro/W Moa Ibr' BLADE WHEN CORRESPONDING TO INSTALLATION -IT", HEET 7. 3 REQUIREMENTS) 'T�"ll-" I romp rc�n sfaa+cn+ am D63s 9.am°_.t 8.500°�;. FIENUM SIRENGIN AT TM ASN D790 12500 P.I. 1].100 Dom. (3) HV PIN ®OR �3 WE 1/2-O O.D. 1/16"TALL THICK S.S. WASHER ® 15 ! I i FIFXURAL MOMUS ASN DM 310=P,.1. W'000 P.J. SHALL BE USED FOR DIRECT MOUNT INSTALLATION PER DETAIL X,' B� a I i n�eCc SHEET QO ( i x01LTen IZ00 AM mss a ET-row 17 Fr-Rt. WHEEL CARRIAGE DETAIL SMm¢Dols T - ASIM Dm 17.2 s es.s x wx N.T.S. ASSEMBLY LAYOUT RATE OF OLDARIG ASIM om o-1 cum o-1 MASS N.T.S. _ SELF IGNITOR ASTM.OIBY9 ID/0 T BOD F ASMI 0133 TENSILE S01ENCIN AFTER WFANERMG ASIM 638 sm P•'A. 8610 P.%L J) HV BLADE SOLID & I A HV WIND BLADE DETAILS TENSLE STRESS BEFORE WEAT RM ASTM&T8 8181°�. 8880 Psl. N.T.S. FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone 2015 EASTERN METAL SUPPLY,INC. ��cEN BERTHA HVTM �.S,�S'„�, Accordion Shutter System American Shutter S stems H.V.BLADE#1 W/OR W/O H.V.WINDOW BLADE r TITESTING k ENGINEERING COMPANY Y EY.N DESCRIPTION DATE DRANK W. M.L. al. ATF Or :' � 6396 N.W.36fM.SL,Ste.305.VIRGINIA GARDENS,FLORIDA 33,6 AsSOClatlorlx Inc. 1 OLD 11-192 4/13/15 GATE 4/13/15 E- (305)8 praDe: 71-1530.Fax:(305)a71-1531 4268 WOstroods Drive a A<�;•.:ORIDP ,.'<<��.�� a-mea:UtecDC.A.cm West Palm Beach, FL. 33407' 3 DRAWING No 0ONAL...•G����.� W�� D rr J.P. S 15-085 A, NAL EN 1A�� P.E. 9t"G 0W AVURE/DATE SHEET s 4 OF 20 ®• © @-04- _ ®'0 w ®°" © *NOTES ON HV LOCKS AND CENTERMATES: • e c o ®_� u u s i U ®�a �� 1 MANDATORI'CONDITION it ONE FIV LOCK @ or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE ORD OW 2 OF SHUTTER SPAN FOR SPANS UP TO 105',AND FOR INSTALLATIONS�i ANY ELEVATION. HV LOCK or MAY BE USED AS AN INSIDE OR OUTSIDE LOCK,ATTACHED TO®OR CENTERMATES W/(2) 1/4'0-20 x 1/2'LONG FLAT HEAD S.S. MS.LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. •16�® L2OC IF DESIRED, FOR BETTER PERFORMANCE OR FOR SECURITY PURPOSES, UP TO TWO HV LIT NAY BE USED AS AN INSIDE OR OUTSIDE LOCK. CONNECTION OF LOCKS TO CENTERMATES ,„•„,,,,c OR®SHALL BE AS INDICATED ON NOTE(1)ABOVE —9C LOCATION OF LOCKS SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. De� 3. 140- II7 IS IISFTI w/iW0 H_V_ LnCxSI: LOCKING RODS ARE NOT REQUIRED AT HURRICANE POSITION, BUT MAY 4 aN 50N96 oR50 OR 54� °n® BE USED IF DESIRED TO ENHANCE SHUifER PERFO MANCE LOCKING RODS® OR AN ALTERNATIVE DEVICE MAY ALSO BE USED AT STACKING POSITION (NON HURRICANE POSITION). 4.MANDATORY CONORION#2:ONE HV LOCK r�'�®SHALL BE USED AT CORNER CENTERMATES FOR ANY SPAN 'B_ AND INSTALLATIONS AT ANY ELEVATION.HV LOC ,l or®SHALL BE USED AS AN OUTSIDE OR INSIDE LOCK, CU o 'w AT TOP TO®CORNER BE USED. LOCATION 1/4 0-20 x 1/2'LONG FLAT HEAD S.S. M.S.TWO LOCKING RODS x0c�-xv� AT TOP do BDTfOM SHALL BE USED. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. v ® MAXIMUM SHUTTER SPAN SHALL BE DETERMINED AS PER SCHEDULES SHOWN ON SHEET 12 NH es �'oP�` P 5ALTERNATE M MANDATORY r I VALID ONLY FOR HV &'W/.WftNETRl . ��'r'� ,Ss ,0NDITION III LOCK CAL CENTERMATES •ONE ALTERNATE HV LOCK MAY BE USED IN LIEU OF HV LOCK Qj or FOR ANY SPAN AND 1(D_ Q �Y� INSTALLATIONS AT ANY ELEVATION.AL NATE LOCK® MAY BE USED AS AN`INSIDE OR OUTSIDE LOGIC.ATTACHMENT l 6 S34 « � OF 1%4'0-20x3/4'SS,THUMBSCREW TO©OR®CENTERMATES SHALL BE MADE W/ 1/4'0-2Ox3/4'ALUM. / I "�°-1$�-- Oaf E NY0 og; RNNUT AS SHOWN ON SECTION HVE, SHEET B.ONE LOCK SHALL BE USED AT 1/2 OF SHUTTER SPAN OR TWO &opg _ LOCKS AT 1/3 OF SHUTTER SPAN. V ® 6. #3 FOR KEYSTONE MOUNTING INSTALLATIONS: ONE FN LOCK® or®or®SHALL BE USED AT 1/2 OF SHUTTER SPAN FOR ANY SPAN OR 12'ABOVE OR BELOW 1/2 OF SHUTTER SPAN FOR SPANS UP TO 96',AND FOR INSTALLATIONS AT ANY ELEVATION. FN LOCK®or®or®MAY BE USED AS AN INSIDE OR OUTSIDE LOCK, ATTACHED TO®or®SYMMETRICAL CENTERMATES W/(2) 1/4'-20 x 1/2'LONG FIAT HEAD S.S. SEE.END MS. LOCATION OF LOCK SHALL BE AS INDICATED ON TYPICAL SHUTTER ELEVATION. USE OF LOCKING RODS®W/ CONNECTION OR Q TOP AND BOTTOM IS COMPLETELY MANDATORY. DETAILS ON D F E N I J K L Y P 0 R y W X SHEETS 10& 18 TYP.FULL HEIGHT. 11 *NOTES ON HV "T" LOCKS AND CENTERMATES: urwuRTn OF CORNER 1. SECOND ALTERNATE TO MANOATOIN CONDITION III VALID ONLY FOR HV'T'LOCI(dO.AND CENTQUNTFS®AND CENTERMATE Q�: ONE ALTERNATE HV'I'LCCK'ON AT ANY ELEVATION. 6d MAY BE INSTALLED IN LIEU OF HV LOCKS 0 OR®FOR ANY SPAN AND ©o"R�ax"C�•�a+�at+10 _ OFSTLO K 0INCLUDES USNG REINFFOORRNCINI ATE LLOCKEOCK RR YAS SHOWN ON SE13E USED AS AN ICTION HVG,SHEET 9,WHICHNSIDE OR OUTSIDE LOCK. MUST BE CONNECTED TO CENTERMATES®AND®W/ 1/4'0-20 x 1 1/2'LONG S.S.THREADED BOLT W/7/8'0 x 3/32' WINGNUr OR W/ 1/4'0-20x1'S.S.M.S. INTO A 1/4'0x 5/8' RIVNUT.LOCK MAY BE INSTALLED AT MIDSPAN OR 12- 6 •0+©_ 6 8°^ MAXIMUM ABOVE AND BELOW MIDSPAN. USE OF TWO LOCKING RODS®TOP AND BOTOM IS MANDATORY. ®+ 8. .1 *NOTESP LOCKS & CENTE ALES: 1. W . ONE ALTERNATE HD LOCK 30 MAYBE USED IN LIEU OF TYPICAL n HV BLADE SHUTTER ELEVATION HV LOCKS OR 0 FOR ANY SPAN AND INSTALLATIONS AT ANY ELEVATION.ALTERNATE HD LOCK®MAY BE USED N_T.S. AS AN INSIDE OR OUTSIDE LOCK.ATTACHMENT OF HD LOCK®TO®IS W/3 g8 x 3/8'F.H. SS.M.S.,AND INCLUDES REINFORCEMENT INSERT @ AS SHOWN ON SECTIONS HDB-HVB AND HDC-INC,SHEET 10.LOCK MAY BE INSTALLED AT MIDSPAN OR 12'MAXIMUM BELOW OR ABOVE MIDSPAN. USE OF LOCKING RODS®IS cOMPLETELY OPTIONAL FLORIDA BUILDING CODE( on igh elocity urricane one AU 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM A,S■S,A. Accordion Shutter System KV BLADE#1 W/OR W/O FLV WINDOW RAM American Shutter Systems EV. DESCHIP ION DATE DRAWN 8Y: M L STATE OF TILLIT TESTING & ENGINEERING COMPANY -O= Association, Inc. I OLD 11-192 4/13/15 DATE 4/13/15 Z 9•, •:�� 6]SS N.W.36N.SL,Ste.305,W70pM C�ItOENS,FlDROA J31 Phone: (305)871-1530.Fox:(305)871-1531 4268 Westroads Drive z DRAWING No a-,n i;eneeol.eem West Palm Beach, FL 33407 3 [S8••NAL*••NV \ ®-0TILUT 4 15-085 iii;ONAL�,+����`� w11aEPoR�AU..B ie1667 D SHEET P.E. SEA S1GI� l%E/DATE 6 5 OF 20 ONCRETE ANCHORS POURED CONCRETE POURED (SEE SCHEDULE ON OR CONCRETE BLOCK POURED REQUIRED 1/4'0-20x3/4'S.S. CONCRETE CONCRETE SHEET 13) CONCRETE ANCHORS MACHINE SCREWS REQUN3EU REQUIRED ,�-��0A CONCRETE ANCHORS Q 1g R15JL4cxTnxc (SEE SCHEDULE ON W/1/4'-2D (SEE SCHEDULE ON SHEET 13) �'�_-�__''-(�uouNmlO®ON SHFfT 7) SHEET 13) NUTS® 12"O.C. Min. 1/4'0-20x3/4'S.S. M'^• ZOR 14 'EO EO MACHINE SCREWS EQ USING 1/4'-20 NUTS 2- ® 12'O.C. E D.* /2. .250'Max. -- 13 OR 15 13 oa 15 250' L D 7iv---m i i 250'Max. t Max. n-11i\ ii I�OPnoNAL IRR SEMAMIONTO am(S E11 FIR ON(DA1 1 MIN.SEPARATION TO GLASS 11 rm 11P➢EmJlD 1 OR IXlsnNc,_FJOSNNG w RaT 19 RA I 1 I 1 GLASS (SEE SCHEDIAE ON SHEET 1MIN.SEPARATION TO GLASS G '`(SEE SCHEDULE ON SHEET 1E.ynNCG•ASS ©HV WALL HEADER INSTALLATION A, HV WALL HEADER INSTALLATION © HV WALL HEADER INSTALLATION + KEYSTONE IXISfING I )JIN.SEPARATION TO GLASS G1A55--1 I ) ' I`(SEE SCHEDULE ON SHEEP I1) 1 1� st I 1 1 OR ®� i .IN.SEPARATION TD GLASS 1 t' `' IXGL�ANSS� F tEaro `(SEE SCHEDULE ON SHEET 11) ON%W 19 FOR ��U�uu1I LDDt�U,,�JLLI I t I OPTIONAL ' 0—D&0 NII IXISTINC I I I t GLASS—I I I t I MmeiI1 ' III 1/4'Max. 13 t71 15 OPTIONAL �i I 1 ED* ii 2i ii D. LEI --- EO EQ 13 OR 1© -lIIIII t' 1/4'0-20x3/4'S.S. Min. Q PMWPS TRUSS HEAD 1/4'0-20x3/4'S.S.PHILLIPS MACHINE SCREWS USING 1 CONCRETE ANCHORS TRUSS HEAD MACHINE SCREWS ONCRETE ANCHORS 17 P 1 6 I' 1/4'-20 NUTS® 12"O.C. `(SEE SCHEDULE ON W/ 1/4•_20 NUTS® 12'G.C. (SEE SCHEDULE ON SHEET 13) Min. POURED CONCRETE SHEET 13) POURED CONCRETE OR CONCREFE BLOCK OR CONCRETE BLOCK NCREfE ANCHORS REQUIRED WALL REQUIRED OD HV WALL SILL INSTALLATION (SEE SCHEDULE ON OF HV WALL SILL INSTALLATION POURED CONCRETE SHEET 14) OR CONCRETE BLOCK WALL REQUIRED O HV WALL SILL INSTALLATION NME FOR COMBINATION DE SECRONB: INSTALLATION DETAILS W/ 1—SEE SHEET 4 FOR TYPICAL SHUTTER *E.0.=EDGE DISTANCE ASSEMBLY ♦ SEE LIMRATICNS OF USE FOR 10 H B LA D E 2-MOUNTING SECTIONS CAN RF.COMBINED (SEE SPECIFICATIONS ON SHEET 13) BLADE 1�ON SHEEP 19 IN ANY WAY TO SUR ANY INSTALLATION. IIIIIIIf11 FLONDA BUILDING CODE(Non High Velocity Hurricane Zone `\\�N��R..:•.l��/�,�i ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM S S Accordion Shutter System ' = /TIME O i M ■ Kv.BLADE 1 w/OR w/o KV.WINDOW BLADE *: American Shutter Systems F *� TIWT TESTING & ENGINEERING COMPANY Inc. -N DE911-19 DATE DAIL- e4 M.L. S OF �\ Association. c , OLD 11-19z 4/13/1s DATE 4/13/15 '9 8377 N.N.X( 6t.,Ste.307,YIRGRi41:(3059,1-153 3316 4268 Westroads Drive z Ph—:(30.5)871-1530.Faa (305)871-1531 DRAWING NO .... ••NG\`\��: e-,ne®cll�eceet9t.a�,� West Palm Beach, FL 33407 3 15-085 NALLE`L,p�� WALTER A TILLR Jr.P.E. e P.E. EA URE FLORIDA uo.g 44167 6 SH6ET OF 20 POURED CONCRETE ANCHORS ,� ,trn , , I i uut SFPARAOON i 1 CONCRETE (SEE SCHEDULE ON SHEET 13) i l0 GLASS(gE I I I 1 OR ® EXISTING i ' 1 ' m anss I I REQUIRED — D. SCHEDLLE 011 SIASEO 'I'�i1L1L�®3:(D i < GLASS- 11©APPLE IF �(�wlmat iI( �9c,¢ouE ON I 9 EXISTING i GLASS� oN sar:T tq 1 ALTERNATE Ti i I EXISTING i , I{ GlAS555555------'''"' II LOCATION ' gtOx3/4°HEX WASHER HEAD 11 OR 1 30 15). I 3/0 NM. TEK SCREWS® 12.O.C. j EDGE OF 3/0 NTN. CONCRETE ANCHORS $ STAB IF ' ©+ ' (SEE SCHEDULE ON SHEET 13) E ' PPPUCABLE I I EDGE OF IXISTIN � EDCE OF—+ I SLAB IF O. t SLAB.IF , , 1/2 �1 EDGE CF APPLICABLE CLAS IF m GLASS(im nPPucABLE .0. O. APPLICABLE I POURED POURED FIAT HEAD CONCRETE ANCHORS 1EBa¢®a8 PoURID CONCRETE D. REQUIRED (SEE SCHEDCONCRETEULE ON SHEET 14) REQUIRED OAT HEAD CONCRETE ANCHORS a 5/�T t9 Rn 1 OR CONCRETE I ar�m�a REOUtR D. D. (SEE SCHEDULE ON SHEET 14) I1 .TRENCH INSTALLATION AUD ONLY FOR UP TO+70. -75 PS A.S.D. H FLOOR INSTALLATIO QI HV WALK—OVER INSTALLATION DESIGN PRESSURE RAnNG-&FOR SPANS PER GO HV CEILING INSTALLATION ® t SCHEDULE Y3, SHEET 11 rxlsTMa , --- uN.m+AxsTnr CONCRETE ANCHORS G1AA—I TO clAtiS I ,01.4.EPARaxW I �"(RZ 5nnn (SEE 15) THRE HIDULE ON 1/40Fon srttt H) I O IT 10 I i l i ' FXISTING _.� 1E4010(Df.Y ON 1 4 0 EASTING— cl NG rx M „1 _O cLASs—T I FASTENERS TAFPm+ W/ 7Max. GLASS ' , WuuTmN M 1 3/4•WC EYBFDYDIT 0 0- O {1 I I I i fsiE s gnu c a q I ' ac FOR UP 10 V SPAN A70 III I , 1/4• I ,T}, ',�,' 1 46'-0•UP SPARS 0•�MTHAN SEW;AT O V 10 'O D7 HFIO I , 1 1 �MA7f. OYPJ(�NGIE tt aN slur I I 1/2' p* , , gl Oz3/4"HEX E * FOR uMRAn 3/8" MAX. o ,I 3 GLM 1 5 ' WASHER HEAD t w 1 Myy I f COM. TER SCREWS 1 ISEP1ANi #14x3/4° HOT HEAD) I 1 8• ® 12.O.C. TI](SCRENS®9°O.C. 1 i i r •';{ t/4'a-20x3/4'SS MS / CONCRETE ANCHORS _ 6 +O 3/0 #14x3/4'S.D.S. ,, ,, 1/4° � �.'. US t/4'6-20 NUTS OR 1 4°0-20 5.5. M.S. I l'•. + W/Nur a 9.O.C. (SEE SCHEDULE ON n 1 0 9°0.C. t -- - Mai. _ -;5 0 12'O.c �______I SHEET 14) 17 18 1/2' 1' .•` 2.00°•ADN. WALLTRU MON SRtuCnmL N EDGE Of 17 R 1$ ...1 E,p. << SILL) i SLAB IF #14x3/4'F.H.S.D.S. •ter,.MIN: r, ' 1 7 B" 1 7/8 APPLICABLE CONCRETE ANCHORS O 9'O.C. `{ REQUIRED �CONCRETE SEE NOTE 13(b) EE NOTE 13(b) 0 POURED CONCRETE (SEE SCHEDULE ON ON SHEET 1 D OR CONCRETE BLOCK SHEET 14) POURED CONCRETE ON SHEET 1 REQUIRED OR CONCRETE BLOCK OPTIDNAL- POURED REQUIRED' MO KEYSTONE MOUNTING INSTALLATION CONCRETE U HV WALL FLOOR INSTALLATION © HV WALL WALK—OVER INSTALLATION MAIBMUM A.SD.R SPA PRESSURE.-+84-12 P'` RmUIRED IUXOIUN SFMTFIt SPAN 8'-0" Q HV RAINGUARD INSTALLATION t 1f THIS�: NOTE FOR COMBINATION OF SECTIONS: s REMCYABLE wFinEN ERfDILMINSTALLAON SMALL BEED E.0.-EDGE DISTANCE ADJACENT TO AN OPERABLE EXIT SFE LIMITATIONS OF USE FOR 1-SEE SHEEP 4 FOR TYPICAL SHUTTER (SEE SPECIFICATIONS ON SHEET 73) OR ENTRANCE BLADE 1A ON SHEET 19 ASSEMBLY INSTALLATION DETAILS W/ O HV BLADE UN 2-MOUNTING SECTIONS CAN BE COMBINED IN ANY WAY To SUIT ANY INSTALLATION. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone N. I���/l AAAI' O 2015 EASTERN METAL SUPPLY, INC. ,. P���•,�•"�"ENS'• `ip'-,_ A � S A BERTHA HVT Accordion Shutter System 1 L E C® �■c. ■ ■ ■ ■ Kv. �#1 W/OR w/0 RV WINECIN RADE •/t; �/ �1./�:*= - American Shutter $yStBmSEy MCRIPnaN DATE WN BY: M.L. !S TIWT TESTING & ENGINEERING COMPANY o'•• TATE OF 83„„ S1.,31.='V. A GARDENS.F GO 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 Phone:(305)871-1530.Fm:(305)871-1531 4268 Westroads Drive z DRAWING No 4, R \`�� o- naa:Glteccool.wrn West PDIm Beach, FL 33407 3 Fs ........ EB-103-OOCB719 15-085 "P FLORIDA WALTER A TILLR Jr.P.E 4 P.E. SF'�tf9190`IURE/DATE uc.0 44167 6 SHEET OF 20 SEE END WALL CD N C "—DEA ETS ID 8 SEE NOTES ON LOCKING RODS D,HV LOCKS 2O ar® OUT 9 T I N IXISRNG GLASS INSTALLATIONS W 1 1 HV ALTERNATE**AND ALTERNATE WLOCK®ON SHEET 5. BLADE W HV CENTERMATES BLADE SLACK DETAIL HVF IS VALID FOO CENTERMATES APPLICATION WITH BLADE 1 ' ©m®m©`OO m®m10+pm OR SEE END WALL CONNECTION EXISTING GLASS DETAILS ON SHEETS 10 & 18 L 1 5+ Smt « Sm8 m W/( 3 1/4° T 6 1/2° T (6063ALLOY)ALUM• ANGLE w/<2.)1/4.0 TAPcon OPPOSING SYMIy1ETRYCAL ANCHORS TO CONCRETE I CENTERMATES 1 CENTERMATES MIN. SEPARATION (TOP/BOTTOM)k i 10x3/4'S.M.S.m 12' W HV L0.Gl( or x,/z SM.S.ro TUBE D.C.FULL IEnc1Tr. W/ HV LOCK 4 or To ctnss AT EACH AN 0.E MP) I i (SFE SHEET 11) 3 ON SHEEP 11} 5 I® � * 35* I IN i 1 1 --------- ----- -- ------ --- - --- - ----- 590' 5* 1 1 / , OO �® I �Y• — - pm®m©+��R®m10«pm 10 a OUT ® " HVA 2 HVB pm m s HVC POURED CONCRETE OR ©+O+©m©+O+'�'-'_•I 1.Q+®mp+pm©_+©°P /�IXISfING GLASS BIL BLOCK WALL IXISTING t®m�`®mO+t©7ml �---___----__ � 6 +7 af+ 6 ] + $m i cuss SYMMETRICAL * IN �'© �'Q MIN.SFPARAflON �IXISRN CENTERMATES 6 + e m + 8 m 8 + 7 m To clAss 5 _- GLASS 1 ,k © O ® ® O (SEE SCHEDULE ]I� m ® � 3 W/ HV LOCK (INTERIOR) ®•®m 09`pm 19+05 PTIONAL ON SHEET 11) MIN.5k.F'ARNTION ©`® TO GLASS (SEE SCHEDULE I N OPTIONAL _ ON SHEET 11) (INTERIOR} _—_—_—_—_—_ _—___.__. .. _ —_—_—_---- - — — OUTONCRETE * 1 1 1 ANCHORS 16"O.C. 1 p O * i 3 VARIES 3 � No `Z w ® OUT 6 1/2'MAX SLACK QUT * (EXTERIOR) HVE HVF** HVD . FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone IIIIIIIA 1T�/I////A ©2015 EASTERN METAL SUPPLY,INC. - BERTHA HVTm Q N S S Accordion Shutter System /� L/TIFEC0 x . A. ITV.MADE#1 W/CR W/O FIV. WINDOW MADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EY.th DESCRIPTION DATE DRAWN BY: M.L •O°• STATE OF "•3s,n.s�,sem.aos,vncD+v,Gvroos,cLmmA 331s Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 - •• F� iQp ��� Phone:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No e-mail:tiRewcool.com West Palm Beach, IL 33407 3 0R ��C�` EB-00067,9 a 15-085 .........AL ����� WALTER u 0 44167E 5 SHES OF 20 P.E. �4>,I/l,ftA 'i'lh'�E/DATE ALTERNATE INSTALLATION W HV "T" LOCK dd. HV MALEZFEMALE "T" LOCKS CENTERMATES 8 9 & LOCKERS X271 W/n HV BLADE SEE END CONNECTION DETAILS ON SHEETS 10 R 18 INSTALLATION (1) HV BLADE OUTIN '��10. BLADEDSIACK DETPL HVF.NIXCA70 ON SHEET 8. W� HD CENTERMATES 4 i� ifs AS WELL AS UNNERSAL FLOATING DL0E®DEFAIL HOO-WO. s• m a INDICATED ON THIS SHEET,MAY OE ED WDH USTHS 011T3IIU 0 ®p1 IU5TALLATION OErPIL ING SHOWN IN TMS SHEET SEE END WALL CONNECTION 1�0•®a©.�©•®°' DETAILS ON SHEETS 10 h 18 (FDDs-1e/1011 PCOM I ",©.® 35* * 35 ANDLE.(z)i O O TAvmH s/r I u+rlidls TD CONaTaE (oP1K)NAL) 4 (oPnorul) (agloe/rsuaroTL1� i /los/a'susolz' ----------- - s ------ 7aH•----- --- - AT EACH AHaE.Ow) MO.rvu LTNam. * I N (4)N.v. I N (q xv. 30 HV "T" PINS 6y PNS(TYP.) 5 3 LOCK (INSIDE) 1 i 1 — -—-—-—-—-— - — — ---- �t— —-- ® 5 1 28 29 1 1 1 b V�/l ® 5 3 OUT 31 OR@j 13 31 OR 32 31 OR 32 31 oR©2 * 35� * 2 1/4" A-20 x 1 1/2" S.S.M.S. 4 35 (oPnGHAL) SEE NOTE 6 FOR HV LOCK®, * W/ 7/8"� x 3/32" WINGNUT. (aPnw&)HDB—HVB oUT SYMMETRICAL HDCENTERMATESr LOCK,ON sxEEr s. SYMMETRICAL HD CENTERMATES yy (�. LOCK INTERIOR ©0 HV "T" LOCK (OUTSIDE) 26 HVC* W/!�' LOCK (EXTERIOR) J (INTERIOR) •2 24-T3 way N..Uu T (xD2+-n aum')L�nwcE 1ND+ ®"+6•,(7�,�8 10 SHEET NUISERr.PART{0820• AS MANUFACTURED NY AVt)a CHF1Gi1' TMORN,PAR SIPPENY.NEW JERSEY ©iT ©y,©•O•®a D7DSM1 OR 132 A 8 3 - T *SEE Nam DN LaaaNc Roos©e m®Lori ON sa Er s 1 **UmvISv.FLOATING MAADO DRNL HDo-Hw IS wn FLxe Au CExIETa1ATFs AFRIGTKMs x1x TIME O HDD—HVD** FLOATING STACK FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone A.T1417 i ©2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM -- IL ECOIN�. A■S■S■�, Accordion Shutter System Ky. mADE#1 w/CR w/D Kv wlNDow aADE 3�i,/ ('_ American Shutter Systems Ey.N DESCRIPTION DATE DRAWN 8Y: N.L z�: TILLIT TESTING & ENGINEERING COMPANY STATE OF ,•Q� Association, Inc. 1 OLD 11-192 4/13/15 DATE 4/13/15 •.. :•cV: au n.W.OWE SL.St.='Y IIP CAfB)M RDRa11 M16 Phony:(305)071-1530.Faz:(305)871-1531 4268 Westroads Drive z DRAWING No a- 11:tilt-0ml— West Palm Beach, FL 33407 3 15-085 ,$ ......... �G\��: EB-=8719 %.�a;�NAI �``� WFLTRORIDA u JT aa1 E a P.E. SEb`L �IMXTURE/DATE s SHEET OF 20 POURED CONCRETE OR I POURED CONCRETE POURED CONCRETE OURED CONCRETE CONCRETE BLOCK WALL OR CONCRETE OR CONCRETE OR CONCRETE REQUIRED BLOCK WALL REQUIRED BLOCK WALLREQUIRED BLOCK WALL REQUIRED /--EXISTING GLAS�S{ /EXISTING GLASS CONCRETE ANCHOR EXISTING GLASS 0 / —r— ) J 2'MW EISTING GLASS ® 16`O.C.VEQ r NUN.SEPARATION r 1' Z-1 r I u TO MASS(SEE T MIN.SEPARATION c�j�E ON SHEET MN.SEPARaION 1 AIN.SEPARATION EQ TO GLASS(SFE i i FOR HARE O� TO GLASS(SEE I ' TO OUSS(SEE 1SCHEDULE CIN SHEET 1 FUR SHEET (6063-T6)1 3'CMAX. N SHEDES T 19 FOR&® 1�R�O LE ON SHEET ' 1 1 F DIADE ON SHEET 19 FOR ALUM.CLOSER OFl SHF>:T 19 FOR 1/2• ON SW 19 FOR (LOCATE AT t BLADES m&0 PLATE(LOCATE ,/2 / \ BLADES O T—�' BADES O&Qt� F7T}ffR SIDE q7 EITHER SIDE MIN ' OF SO) ®) I •T.USE I'OR 2`MAX. I 1/2ANN 10x1 2 S.M.S #10x1/2"S.MS. I pk _—_—_ (AS APPUCABL.E)x2'x1/6'x0•-2'®16•D.C ----- ® 16.O.C. _—__- 4 ` / ALUMINUM CLIP ANG MIDNEIGHT ' 6063-T6 ALLOY 4 ` / (2)1/4o1O 0TAPCONS ANCHORS TO WALL AT 1'O.C. (LOCATE AT � 5 EE DETAJL DE CONNECTION t OR ®� ETHER SIDE OFQ) t ORX FOJ l7 t OR ®' SEE..I X FOR OR TO TRACKS SEE DETAIL X FO SIDE CONNECTION 16.&Q7 a 6 0•®°1 SIDE CONNECTION 4 ox R' 7 TO TRACKS a a 6.7 a 8 10.®" ®"®' `©" TO TRACKS 0, _ �1�0uf0•®°1®.®a©'©" 70 ©m©_•7011•®^^ 6.Oj END CONNECTION DETAIL(1) END CONNECTION DETAIL20 END CONNECTION DETAIL( END CONNECTION DETAIL f REQUIRED ONLY FOR SPANS GREATER THAN 12'-0' POURED CONCRETE OR �EXISTING GLASS REQNCRETE UIRED BLOCK WALL GGLLASSG 4 4 MN.SEPARATION #1 1/2`S.M. SEPARATION TO GLASS SFE a 16- A .C. IN. Y �L------ ----- ON SHE 10 GLASS(SEE 1`111 F7FOR B1ADE�D CONC 1/2"MIN. ALF ON SHEET ____________ OR®OR�OR ON SHEET 19 FCR ANCHOR 0 - 11 FDR Bl/+DE QAND @ORQOR�OR@ CONCRETE ISO&Q91 1z•O.C. Q 5 Wim&FOR 4 ----- - GR 1© 1/2•MIN. __ 4_�MIN. _ ___EO 6 OR®OR(qOR 2'MIN. SEE UMRAT10N5 OF USE FOR �W BLADE DON SHEET 19 ©OR t 3 OR(9OR(DOR@ VIEW Y 5 t OR ®' PLAN 1 OR ®' ©^�®a©'OO @O to•®a DETAIL X POURED CONCRETE OR ®m�..©•Qi a© ,o.®_ END INSTALLATION CONCRETE BLOCK WALL 10• '" REQUIRED 10 � '®'©•®'©•©. - ©•O•©a©�•�O•®� 1 HV BLADE OR 16 HV WINDOW BLADE INTO CONCRETE OR CONCRETE BLOCK WALL. SND CONNECTION DETAIL 5Q BO ®a0 ®a® ®^� END CONNECTION DETAIL© ® ®�® ®mp FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone, A.T!(��Tij ®2015 EASTER META_SUPPLY, INC. BERTHA HVTM " fTIL E C O N,. A■S S■Ao Accordion Shutter System KV.WIDE#1 W/OR W/O H.V.txrrIM BUCE ALrtedcan Shutter Systems ZEV.No DESCRWHON DATE DRAWN er: ,L.L. TILLIT TESTING & ENGINEERING COMPANY Association, Inc. 1 OLD 11-192 E2IS DATE: 4/13/15 STATE OF :'�` Way p p,]6 D.yt,y a 3Dy,VRGiNA CANDF 1y.RA mt yyi0 9' 4268 Westroods Drive 2 Phone:(305)871-1530.Fax:(305)871-1531 e•., OR1� �; D-men:cit..a..]— West Palm Beach, FL 33407 3 DRAWING No 1"N'Y/ONALE��•``I WALTER AEB-�OUIfiJr.P.E. 4 —OHS 1-1 ��' �" ` FLORIDA Lie.9 44167 5 SHEET I.E. 41 16;NJ A'IURE/DATE 6 10 OF 20 SCHEDULE #1 SCHEDULE #2 SCHEDULE #3 MAXIMUM SHUTTER SPAN* "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+' IMUM SHUTTER SPAN*"L+" • OT - (ft.). FOR INSTALLATIONS W/ CA OR "L-" (ft.) FOR OR "L-" (ft) INSTALLATIONS INSTALLATION LEGEND CENTERMATES.® &In or or INSTALLATIONS W/PTDMG W CONCRETE& (1) L+: MAXIMUM ALLOWABLE SPAN FOR A EVEN W/ ONE H.V. LOCK ® or ® or or 6c MANSCRY WOOD POSITIVE A.S.D.DESIGN PRESSURE RATING. 8cONE HV LOCKS HO LOCK ®W/ NO LOCKING RODS or ONE HV LOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV 7" W/ NO LOCKING RODS OR)W,/,/, NO LOCKING WALL A. B. C. D. E. M, N, 0, P, Q. A.S.D.DESIGN PRESSURE RATING. LOCK® W/TW LOCKIINNG RODS ®TOP & (SEE NOTES t tt)® ODS MOUNTING F. K & L R. S, & V. (vauD FOR MouNTINc QQ (2) PROCEDURE 70 DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES 11 SHEET 7) FLOOR/CEILING G, H, I, 11, J T, U. W & X (T /OTTOM) OR FLOOR/CEILING: �L CONCRETE&WOOD MOUNTING WALL MOUNTINGS OP B CONCRETE&WCOD INSTALLATIONS V CONCRETE & M A-0.DO.DESIGN INSr _ ONS M DCG INSTALLATIONS GIVEN A POSITIVEAS.O. DESIGN PRESSURE RATING. PFESSI tE WALL MOUNTING FLOOR/CDUVG SfEm IRE WkU_MOUNTING PIRE DETERMINE MAXIMUM SPMA 'L+'FROM SCHEDULE, Ram MOUNTING RMING It RATc FLOOR/CDUNG MOUNTING FLOOR/CELING MOUNTING (P.%) GIVEN I NEGATIVE M S P DESIGN PRESSURE RATING, (psL) (P,.1.) a OR (+OR-) (+art-) FLOO ALL MOUNTING r� DETERMINE MAXIMUM SPAN 'L-'FROM SCHEDULE. L+ (t0 L-(ft) L+ (a) L-(N L+ (ft) L-(e) L r (a) L-(10 O MAXIMUM SHUTTER SPAN 'L+•OR 1-' FOR 30 OR LES 16'-0- 16'-0' 16'-0' 16'-0" 30 16'-0• 1670• 30 16'--0' 16'-ma" INSTALLATIONS INTO WOOD SHALL BE UMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 pd.A.S.D. DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN T_+'AND 1- 35 14'-10' 14'-10' 15-2' 1V-0• -35 14'-10" 14'-10- 35 15-2' 16'-1D' 40 13'-TO' 13'-10' 14'-2' 15-2 40 13'-10" 13'-10• 40 14'-2' 15'-2" (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 13'-1• 13'-1 13'-4' 14'-3• 45 13'-1• 13'-1' 45 13'-4" 14'-J' f HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" 12'-5' 12'-8" 13'-r _ 50 _ 12'-5' 12•-5' 50 12'-3" 13'-1' MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: SHALL BE AS INDICATED ON MANDATORY CONDITION #2 • '-" '-11' 55 11'-10" 11'-10" 55 11'-1• 11'-11" FOR A GIVEN POSITWE AS.D.DESIGN PRESSURE 6011'-4• 11'-4' 11'-7' 17-4 1 60 11'-4• 11'-4" 60 10'-2" 10-11" NOTE#5,SHEET S. RATING: 65 t0- - 10-10 -1 - 65 10•-10- 1D'-10" 69 9'-5" 10'-1" DETERMINE:. LI+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 1U'-8" 10'-6• 10'-9" 11'-5' 70 10'-6• 10'-6" 70 8'-9" 9-4' Lz+-MAX. SPAN FOR FLOOR/CERJNC MOUNTING 75 10'-1' 10'-1' 10'-4• 11-1• 75 t0'-1' 10'-1" 75 - W-9• ft EXCEPT THAT MAXIMUM SHUTTER S-AN 1+'OR INSTALLATIONS. 80 W-10" W-10' 10'-0• 10'-9' 80 9'-10' 9•-10' •L-•AND MAXIMUM A.S.D.DESING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A-S.D. DESIGN PRESSURE 85 9'-6' 9'-6' 9'-9" Id-5 85 9'-6• 9'-6" INSTALLATIONS INTO CONCRETE OR CONCRETE BLOCK RATING: 90 9'-3" 9'-3" 9•-5' 10'-1' 90 9'-3' 9'-3" SHALL.BE LIMITED AS FOLLOWS: DETERMINE: 95 W-0" W-9" 9'-2' W-10• 95 9'-0" 8'-9• 1- CONNECTIONS TO KEYSTONE MOUNTING L,-=MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. .....- .. .... ._.....__ - LIMITED TO +64,-72 p.s.f. AND 8'-0' SPAN, SEE Is--MAX-SPAN FOR FLOOR/CEIUNG MOUNTING 100 8.'-9" e'-4' 9'-0' 9'-7' 100 8'-9' 8'-4" MOUNTING MOON SHEET 7. INSTALLATIONS. 105 8'-7" 7'-11' 8'-9' 9'-4" 105 8'-7" 110 8'-4" 7'-%" 8'-7' 9'-2" 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 115 8'-2 -3 6-4 6- 115 -2' '' 3 SEPARATION TO GLASS SCHEDULE MINIMUM BETWEEN 1,+•,12+', •U- AND 12- 120 W-0• W-11' 8'-2" 81-9' 120 e'-0' 6'-11" (4) 00 TO ANCHOR SCHEDULE WITH FINAL MAXIMUM 125 7'-10• 6'-8" 81-0" 8'-5' 125 7'-I0• 6'-B" ALLOWABLE SPAN AND NEGATIVE A.S.D. DESIGN 130 7'-8' 6'-5' 7'-10• 8'-1' 130 7'-e• 6'-5" WIND ZONE MINIMUM PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 135 7'-7" 6' SPAUNG. -2" 7'-9• 7'-9' 135 7'-7" 6•-2" 140 7'-5' W-11" 7'a• r-6• 140 7'-5' W-11, ASTM E-1996 SEPARATION 145 7-3" 5'-9' 1 7'-5" 7'-3" 145 7'-3' 5'-9• TO GLASS 150 7'-2' 5-.7- 1 7'-4• 7'-0' 150 7'-2" 5-7- 155 '1-0' S'-5" 7'-2" 6'-e• 155 7--0• 5'-s" 1 THRU 3 1" 160 W-11" 5'-2" 7'-1" 6'-7" 160 V-I1• 5•-2' 165 6'-10• 5'-1• 7'-0' 6'-4" 165 6'-10• 5'-i' 170 6'-9' 4'-11' 6'-11" 6'-2" 170 6•-9" 4'-11' 175 6'-7' 4'-9" 8•-9" '-0' 175 6'- 4'-9' �I / •�V B LA D E 180 6'-6" 4'-8" _6'-8' S'-10' 180 6'-6"V 4'-8" 185 6'-5• 4--6• 6'-7" 5'-8' 185 61-5" 4'-6" 190 6'-4' 4'-5' 6'-6" 5'-6' 190 6'-4" 4'-5" 195 6'-3" 4'-3- 6'-5' S'-5• 195 6'-3' 4'-3- 200 6'-2• 4'-2" W-4" 5'-3• 200 0'-2' 4'-2' los 6'-1• 4'-1" 6-3' s'-1 zo5 6-1• 4'-1• FLORIDA BUILDING CODE(Mon High Velocity Hurricane Zone C(% m 2015 EASTERN METAL SUPPLY, INC. BERTHA HVTM fT1 L E C O A.S.S.A. Accordion Shutter System H.V.MADE#1 W/OR W/O H.V. WINDOW MADE {�7�T� American Shutter Systems Ey DESCRU MOH DATE DRAWN BY:WAY. G. 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SCHEDULE FOR A GMEN MAX. SHUTTER SPAN, SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D. DESIGN NEGATNE PRESSURE RATING AND A CORRESPONDING NOUN^G TYPE FOP CONCRETE G(t CONCRETE SOCK INSF MOTILINS (SEE MOUNTINGS E�0,&H ON SHEETS 6 k 7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: eDOt POURED NIIDSR (A) TO EXISTING POURED CONCRETE:(Min.V.-3 kM) M/Do m (k)WALL SILL MOUNTING ©CEILING MOUNTING @FLOOR MOUNTING - 1/4.0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min.IT.-3 ksi) SPAN ANCHORS SPACING LEGEND - 1/4.0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECIALTY COMPANY.(Min.V.-3 k'•7 (ft) ks,.a DEMMGN IuAwE:PALSS1AiE RKIM DESIGN N[GNME PRESSURE(MING 0EsQW0RMFwMK PRMEWSE RATING - 1/4.0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT.INC_(WTI.f'c=2 ksi) 30 40 60 75 90 120 160 205 SO 40 6O 75 90 120 160 205 30 40 60 75 90 120 160 20.5 IAPC'ON CR - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC..AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION.ING _ 14 12 10 9 8 a 6 5S 14 12 10 9 8 8 6 6 14 12 9 8 8 6 6 THREADFORM TEaNNOLOCI' 3'-0 14 12 10 B 8 8 6 6 14 t2 10 9 8 8 6 6 14 12 10 9 6 8 6 6 (min. V.=3 NST) OR 14 12 10 9 8 8 6 B 14 12 10 9 8 8 8 6 14 12 10 9 8 B_ 8 5 ALL POINTS SOLID-SET 14 12 10 9 B a 9 7 14 12 10 9 8 8 6 6 14 12 10Be 986 BLUE TAP'W/CAP NOTES: t4 tz 1a s B 7 s5 35 14 12-LO 9 6 8 e o ti 12 to s o B s s TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ 4.-0. 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 /4 12 10 9 8 a 6 55 ANCHORS IS 1 3/4',AND FOR BINE TAP W/CAP ANCHORS IS 1 1/2 14 12 10 9 8 8 6 4 14 12 10 9 8 9 s 4.5 14 12 10 s B 6 4 3S q2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-sEr ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE.NO-EMBEDMENT 74 72 ill 9 B a 6 45 14 72 10 9 B e 8 SSI 74 L 10 9 B 8 e 45 INTO STUCCO SHALL BE PFRNITTED.1/4.0-20 SS.MACHINE SCREW USED SMALL BE I 1/2•LONG MINIMUM SHOULD STUCCO EXIST•AND 14 12 10 9 7S SS 35 - 14 12 10 9 a 8 6 5 14 12 10 9 B 7 55 4 •SEE A110t6 OF USE FOR t'MINIMUM FOR WALLS WITH NO STUCCO. 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 55 14 12 10 9 8 8 6 45 ON SHRT to 14 12 10 9 e 7 4 - 14 12 to 9 B 65 5 3.5 14 12 10 8 65 5 35 3 q3)IN CASE 7}{AT PRECAST STONE,PRECAST CONCRETE PANELS,PAYERS OR ANY VENFF_R BE FQUNO ON THE EXISTING WALL OR FLOOR, 14 12 to s a 75 4.5 - 74 tz m s a B s a5 is 12 tD 9 B 6 ss 3.75 ANCHORS SHAM.BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9S 7.5 65 4.5 - - 14 12 10 9 8 7S 55 4 14 12 10 s 8 6 45 SS NOTA qt)&q2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FCR 6.-0. 14 12 10 9 a 8 6 - 14 12 10 9 B 8 6 5 14 12 10 9 8 65 '5 SS INSTAIIATION INTO EIFS WITH METAL STUDS SEP SHEET 20. 14 12 10 9 75 SS , 14 12 10 95 7 55 4 3 14 12 B BS 5S 4 3 ' 14 72111 8 8 - 14 12 10 9 8 655 .75 1412 10 BS B 5 4 (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 1255 3 - 14 12 10 9 8 6S 45 3S 14 12 10 8 7 5 3.5 31/4'0 TAPCON OR TAPCON WRHI ADVANCED 7HRFADFORM 7ECHNOIDCY ANCHORS.AS MPNUFACTURED(N I.T.W.BURLIER. 7._0t4 12e a - - 14 12 10 9 8 7 5 4 14 12 10 9 75 55 4 3 - 1/4.0 X3/4'ALL POINTS SOLID-SET ANCHORS•AS DISTRIBUTED BY ALL POINTS SCREW BOLT&SPECALTY COMPANY. 146S 4 _ - 14 12_ 9 7S 6 4S 3.5 14 0.5 7 55 4S 3S - 1/4'0 BWE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FAS ENERS DIRECT•INC. t4 127 4 - 14 12 10 9 7S 55 4 - 74 i2 7 7.5 45 - 1/4'0.TAPPER+ANCHORS AS MANUFACTURED BY POWERS rASTEEs,INC.•AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 4 124s - - 14 12 10 9 75 5s 4 - 14 12 9 7 a 45 3COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED MOOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION•INC. 4 128 6.5 - - 14 12 10 9 8 6 4 - 14 12 1 B 65 5 3.5 - NDTES:4 125S 3 - - 14 12 8 6S 55 4 3 - 25 8.5 b 5 a 3 - - B.1) MINIMUM EMBEDMENT IMO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON fa 8 - - 14 12 9.5 a 65 5 - - 14 12 a a 6.5 4 - - WITH ADVANCED THREADFoRM TECHNOLOGY ANCHORS IS 1'.13 9.53.5 - - 14 12 10 8 6S 5 - 14 12 8 6.5 S 4 14 12 10 9 B - - - 14 12 10 9 75 45 - - 14 12 a5 7 SS4 9'-0• t4 t15 75 tl a - - 1a 71 7 55 5 3S - - 11 a s5 a5 L5 - - B2)MINIMUM EMBEDMENT OF 1/4.0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.No EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 14 12 8 65 45 - - - 14 12 E5 7 5.5 4 - - 14 10.5 7 55 6 4.5 - - EXIST.AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11S 8.5 54 4 - - 14 12 s 7 6 4.5 - - 14 11 7 5.5 45 35 - 10'-0' 14 12 10 9 75 - - - 14 t2 10 8'65 S - - 14 E a B 5 4 - - B.3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 1a 705 7 s a5 - - - 13 95 55 s 4 3 - 1O 75 s 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID'WALL FINISHES.ANCHORAGE SHALL.BE AS INDICATED ON 14 1t 7S 5.5 - - - - 14 11.5 9 6 •5 4 -I- 2.5 95 6 5 4 4 NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT META_SPUDS CONSULT THIS ENGINEER. OS B 5 - 14 12 8 6.5 55 4 - '13 f0 6.5 5 4 3 FOR INSTALLATION IMO E8's WITH METAL STUDS SEE SHEET 20. 11•_0• 14 12 T7 - - - - - 14 tz 9 7 6 4.5 - t4'105 7 SS 4s 35 - - C ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF 771E ANCHOR'S MANUFACTURER. 2S 9512 9 6 4S 4 3 9 7 45 35 3 ()14 10 - - - - 14 105 7 5S 45 - - - 15 8S 55 4.5 .75 - 9.57 - 14 115 7.S 6 5 - - 12 9 6 4.5 4 (D) SET:SCHEDULE BELOW FDR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12•_0' 4 12 - - - - 14 12 8 6S 55 - - - 13 1D 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 115 65 - - - - 11 8 55 4 3.5 - - - B 6 4 3 - - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.IHSS THAN THE INDICATED•REDUCE ANCHOR SPACING 13.5 95 - 13 95 6S 5 4 OS 0 4 BY MULTIPLYING SPACING SHOWN ON SCIIEDULE BY THE FOLLOWING FACTORS. 9 BS - 14105 7 55 45 - 11 85 55 4S 3.5 - REDUCED SPACING OBTAINED LYSING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE13'-0' 14 12 - - - - 14 n5 7.5 6 5 - - - 12 9 6 45 4FACTOR a 10 75 3 4 3 - - - 7. 55 a 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER.+ 8 5 - - - -• 12 s e aS 4 - - - ss 7 5 4 - - - - EDGE TAPCON THREADFORM TECHNOLOGY � POINT SOLD SET BINE TAP W/CAP MIN.SPACING s 6 - - - - - - 13 95 6S 5 - - - - 05 75 5 4 - - - - 1 HV BLADE OR DICTANCE 14'-0' 14 12 - - - - - - 14 105 7 55 - - - - 11 85 5.5 a.s HV BLADE W E.D. I'OUREDSCONINCREfE&3' MIN.SPACING m 3' MIN.SPACING=3 1/2' IAN.SPACING=3' 3 3/4' 4' 10 7S - - - - - - 9 7 45 3.5 - - - - 7 5 3b 3 - - - - CONCRETE BLOCK F'OIAaD CONCRETE SIE�N POURED ETECO BLOCK& POUREDCONCCONCRETE BLOCK&POURED CONCRETE CONSiEIE BLOtlf 15 e - - - - - - 1t & s.s aS - - - - 9 BS 45 - - - - - 1 HV WINDOW MN E0.=3' MIR En-3 1/Y MIL ED.•21r2' LEON.FD*3 1 141.EG•3' MHL FlL=3 1/Y MN FD.-T 1/Y 12 9 6 - - - - - SIS 7 4S - - - - 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 15'-0. 74 _ _ _ _ _ _ _ ,.5 ,O 6.6 _ _ _ _ _ 10.5 g 5 _ _ _ _ _ BLADE WORKING 9 - - - - - - - BS 8.5 4 - - - - - 8.5 5 ] - - - - - 2 1/2' - 0.61 1.0 - - 0.67 1.0 1D - - 0.5 a s - - &S s 4 - _ _ _ _ IN UNISON ♦ z' 0.71 - - 0.51 7 - - - - - - - is EE 55 - - - - - 916.514.5 - - - - - 7a - - - - - - - 25 95 s - - - - t0 75 5 - - - - 1 3/4' - 0.9t - - _ O,� 1 fi'-0' 9 8 B 4 - 6 4S 3 1 1 2 0.35 0.35 SIS - - - - - - 9.5 7 5 - - - - 8 6 4 - - - - - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone 0 2015 EASTERN METAL SUPPLY, INC. • BENS. '' BERTHA HVTM A S S Accordion Shutter System L ECA n C. EUV.MADE#1 W/OR W/O EUV.WNDOW BADE = American Shutter Systems Lx N DESCRIPTION DATE DRAWN an WL STATE SF :-4wTINT TESTING & ENGINEERING COMPANY Z x333 N.W.Sam.3L,zte 30.1,118GINN GNmeu,1%o.-331 Association. Inc. t OLD 11-192 4/13/15 DATE: 4/13/15 Phcna:(305)871-1530.Fox:(30.5)871-1531 4268 Westroads Drive z O •.., OR '\ e-n,an:wtaC.maaLa9m - ---- DRAWING No X-1 . aC��� West Palm Beach, FL 33407 3 ����```� WALTER A.TILTT1JF .P.E. 4 15-085 P.E.�7StE'At'J�NI�NATURE/DATE FLORIDA UC.g 44167 s SHEET s 13 OF 20 N v L O J m N y y y o �`to 0+ � F N ��3 om €i s� m Ni. OC-D IT g O W Z U 9 T +N W.-• MS =0D OKN� W 2 ■ m d- 01�1.11 0 + lot aadz. w Q o mr) Z Y- N f" W �U W =Z4 S O �tl CM O QW ; W W= Q'U'N N J fn C�_I a v o 0 0 Fay oa�o m ■y S �m zF o Zw u3 o E oa�av�i > ■ cCi4Na° G Z Q O. 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DESIGN PRESSURE RATING (p.s f� AND CORRESPONDING ►AAXIMUM ANCHOR SPACING (in.) SCHEDULE FOR A GNEN MAX. SHUTTER SPAN, NEGATIVE AS.D, DESIGN PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE. (SEE MOUNTINGS ON SHEETS 16& 17). ZE� U B ZEE3-T FRATE SOUTHERN PINE No. 2 W/ MIN. G=0.55, SPRUCE PINE FIR NORTH SPRUCE PINE FIR SOUTH SOUTHERN PINE No. SPRUCE PINE SPRUCE PINE 1/2" MIN. COX 2 W/MIN.G=0S5, FIR NORTH FIR SOUTH DOUGLAS FIR W/ MIN. G=0.50 W/ MIN. G=0.43 W/ MIN. G=0.36 PLYWOOD MMN.c 0.50 W/ W/ MIN. G=0.43 W MIN. G=0.36 NA11wu SPAN(R) WALL MOUNTINGS CEIUNG MOUNT T WALL MOUNTINGS CEILING MCUNT T WALL MOUNTINGS CEILING MOUNT T M. N. 0 & R FLOOR MOUNTINGS M, N. 0 & R FLOOR MOUNTINGS M. N. O & R FLOOR MOUNTINGS WALL MOUNTINGS B.O.WALL MOUNTINGS 8.0.WALL MOUNTINGS B.O.WALL MOUNTINGS 19 & X- W& X W & X P &Q S&V S&V s&V 04.1 mm t�RAE6 w IEWI IE M OMK ROE6 M 1092 kwN IF197ff @INC(p� IE41N MOOtE Ri®IE P6NG G�)ISD.LL`A1 AfGIDE R819P,E W1A6(p� 0.&Y IdDIiE PRm&F RAN(y� Ot4A IVANC PlmAl2 RVIS fj� 03N xLOM:HtmAE PANE(p� a RA>I IiC@d IAEA PANG(Id)I5a D4711HGAE R�41R PATI6(y1J 30 40 60 75 90 05 30 40 60175 90 05 30 40 60 75 90 05 30 40 60175 9D 11051.30 40 60 75 90 05 30 40 60 75 90 05 30 40 60 75 90 105.30 40 60 75 90 OS 3D 40 60 75 90 05.30 40 60 75 90 05 -0'OR 12 10 1019 8 8 6 6 6 6 6 6 12 10 10 9 8 H 6 6 6 6 fi 6 12 10 70 9 8 8 6 6 6 6 6 6 6 5 4 4 4 3 12 12 12 12 12 12 12 1[' 12 12 12 12 12 12 12 12 12 12 4'-O' 12 10 1019 8 8 6 6 6 6 6 6 12 10 10 9 8 8 6 6 6 6 6 6 12 10 10 4 8 8 6 6 6 6 6 6 6 5 4 4 4 3 f2 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 5'+-O' 12 10 70 9 8 8 6 8 0 6 8 5.5112 10 10 9 8 8 8 6 ti B 6 5 12. 10 10 9 B 7 8 6 6 6 6 5 6 5 4 4 4 3 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 12 72 QS 6'-O' 12 10 10 9 8 6.5 6 6 6 6 5.5 4.5 12 i0 IO 9 8 5 6 6 8 .5 5 4.5 72 .10 10 9 6 3.5 6 S 6 6 5 4.5 6 5 4 4 3.5 - 12 12 12 12 12 12 12 72 72 72 12 12 12 12 12 12 10 8.5 12 10 70 9 fi-5 4 6 6 6 .5 L5 4 72 10 10 9 5 3 fi 6 6 5 4 3S 12 10 10 7 .5 - 6 5 6 5 4 3.5 6 5 4 4 - 12 12 12 12 12 12 12 12 12 12 12 0. 12 12 12 0.5 6.5 75 8'-0' 12 10 10 7S 4.5 3 6 6 6 5 4 3.5 12 10 10 6 3.5 - 6 6 5 .5 3S 3' 12 10 10 4 - - 6 6 5 .5 .5 3 6 5 4 - - - 12 12 12 12 12 12 12 72 12 12 11 9.5 12 12 1.5 9 7.5 6S 9'-0' 12 10 10 5 3.5 - 6 6 5.5 .5 3.5 3 12 10 9 4 - 6 6 4.5 4 3 3 12 10 4 3 - - 6 6 4.5 4 3 3 6 5 3.5- - - 12 12 12 12 12 10. 12 12 12 1. 9.5 8.5 12 12 10 8 6.5 5S 1o'-O' 12 10 7.3 4 - - 8 6 5 4 3 - 12 10 6 3 - 0 6 4 .5 3 - 12 10 3 - - - 6 6 4 .5 3 - 6 5 - - - 12 12 12 12 1.5 9.5 12 12 12 10.,-R.3 7.5 12 12 9 7 0 5 11'-0' 72 10 5.5 - - 6 6 4.5- - 12 10 4.5- - 6 5.5 3.5- - 12 10 -+ 6 5.5 4 - - 6 5 - 12 12 12 12 10 8.5 12 12 12 9.5 e 7 12 12 8 SSS 4.5 12'-0' 12 10 45 - - 6 6 4 - - 12 10 3.51- - 6 5 3.51- - 12 10 - 6 5 3.5- - 6 5 - - 12 12 12 1. 9.5 8 12 12 17 8.5 7 6 12 1. 7.5 6 5 4 I3'-0' 12_1* - - - 6 6 - - - 12 10 - - fi 4.5 - - - - 12 -5 - - - 6 4.5 - - - 6 4.5 - - 12 12 12 0. 8.5 7.5 72 12 10 8 6.5 SS 12 0.5 7 S 4.5 4 26 5.5 - - - 12 7 - - - .5 4.5 - - - 12 7 - - .5 4.5 - - - 6 3 - - 12 12 72 9.5 8 6 12 12 9.5 7.5 8 45 12 9.5 6.5 5 4 3 15'-0' 12 6 - - - - 12 - - - - 5 - - - - 12 - - 5 - - - - 612 12 11 9 .5 5 12 72 8S 7 6 4 12 9 6 5 4 - 16'-0' 12 5 1.5- 5 6 - 12 12 10-98.516.5 4 12 12 8 6.5 5 3 11. 8.515.514.513.51- 1 n HV BLADE OR n HV BLADE W/ HV WINDOW BLADE WORKING IN UNISON •sEE u Anons aE trsc irn GIME&ON SHEET 19 -t- NOTES ON ANCHORS REQUIREMENTS: WOOD SUBSTRATES. 1.ANCHORS TO WALL.FLOOR OR SOLID WOOD SOFFIT SHAG.BE AS FOLLOWS: 3.SUBSTRATE SHALL CONSIST OF THE FOLLOWING: -SOUTHERN PINE No.2 W/C-0.55(N.D.S) -1/410 TAPCON ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX W/MINIMUM EMBEDMENT AS INDICATED AT -DOUGLAS FIR W/G-050(N.D.S.) EACH SECTION ON SHEETS 16&17. -SPRUCE PINE FIR NORTH W/G-0.43(N.D.S.) EXCEPTION:SEE NOTE 2 BELOW. -SPRUCE PINE FIR SOUTH W/C-0.36(N.D.S_) 2 ANCHORS TO HOLLOW CEILING SMALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF -MW. 1/2'COX PLYWOOD(1986 APA) IAC SCREWS AS PER NDS 2012 SPECIFICATIONS 4.ANCHORS SHALL BE INSTALIEO FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER. FLORIDA BUILDING CODE(Non Higl1 Velocity Hurricane Zone ©2018 �.��' 17111111111117,7✓ ', f L E C 0 �a�. EASTERN METAL SUPPLY,IN C. BERTHAHVTM Accordion Shutter Sy stem ■�■� �. KV. BLADE#1 W/OR W/O H.V.WIM M/BLADE P:' ��5 American Shutter Systems qu.r OCSCRIMON DATE DRAWN BY: M.L TILLIT TESTING & ENGINEERING COMPANY Association. Inc. 1 OLD i1-792 4/13/15 GATE 4/13/15 �In 44167 0353 N.W.36N.St,Ste.30.1.NfGUM i4 G "S.F33 LORDA 1 4AsSOCtC1dat1io00n,. Drive z Phone:(305)071-1530.Fox:(30.5)871-1531 DRAWING No .�'• - .1 6Heco0aol- West Palm Beach, FL 33407 3 e M-0006719 15-085 STATEOF :W z WALTER A TILLT J,P.E. 4 A• �/C FLORIOA Ifo.9 44167 3 SHEET EA E 6 15 OF 20 0 N At-_110 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR n HV & a HV.♦ BLADES AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BLADE 1 ONLY SHALL WALL FINISH BE LIMITED TO 105.0 psf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX SPAN & r-1/4'0 TAPCON OR S.D. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLADE 1 & 1A) WORKING IN UNISON I TAPCON WITH ADVANCED ( THREAOFORM TECHNOLOGY 1/4'0 TAPCON OR W/1 1/2"Min.PENETRATION TAPCON WITH ADV CFO THREADFORM TECHNOLOGY OF THREADED AREA TO W/1 1/2'Min.PENETRATION OF THREADED AREA TO EXISTING EXISTING WOOD HEADER. WOOD HEADER.(SEE SCHEDULE ON SHEET 15) i TSO (SEE I I I 1 OR (SEE SCHEDULE ON SHEET 15) 1/4'm-20x3/4'S.S.MACHINE SCRFIXIF ON SWEET , SCREWS W/ 1/4"-20 NUTS 6—11 FOR BADE RANO OR 1'Min. ® 12"O.C. 1 GN S1EET 19 FOR I s z EXISTING I 9A ms O&9 Q GLASS---E Eobn N Z 1 OR i v I WALL N 1 FINISH I( I IrOPTIONALWAL 1 •FJfISTING MIN. Fl I H I w ... 1 1 2'x4'WOOD I •,`EXISTING MIN. \ OR READER REQUIRED 1 OR® 1 2"x4'WOOD ry EXISTING 1 (� 1 HEADER REQUIRED THREADFORMTECHNOLOGTAPCOY OR TAPCON TECHNOLOGYLVTTH IAD%ANCED G�-s-1 To�(SEE ( 1 ( I 1 Min. EN WOODON OF T.READER MEA TO MIN.SEPAR4TION TO CLASS B—11 ON TRADE19® I EXISTING SCHEDULE ON SHEET 11) I : ( S�HEOULE ON SHEET 15) 1 BLADES 2'x4E COM:SILL PLATE REQb. OHV WALL HEADER INSTALLATION OHV WALL HEADER INSTALLATION 1 OHV WALL $ILL INSTAL ILATION EXISTING 1 MIN.SEPARATION TO GLASS I I MIN.SEPARATION TO GLASS 1 GLASS-1 I 1 IXISNNG � (SEE SCHEDULE ON SHEEr 11) I- OI E05fING (SEE SCHEDULE ON SHEET 11) MIN.SEPARATIDN TO GLASS 2'x4"CONE-1(SEE SCHEDULE ON SHEET 11) I I GLASS GLASS-1 WOOD PLATE A9+ 1 REQ'D_ x 1 MRCHT 20x3/1'S.S. ' 1/4'0-20x3/4"S.S. \ i MACHINE SCREWS `-„',,�„!;�•..`� lAACHINE SCRENS W/ I I USINGNI/4--20 NUTS I I, 1 -1 G 0 12'O.C. I I WALL D.C. 0 NUTS® 12' f FINISH I I ny O.C. 1 OR® 1 OR 18 1 1 OR© "j` Ox 15 f 2'x4"COM. 1 WOOD PLATE 1 REO'D. Min. 1"Min. ' 1 1/4"0 TAPCON OR TAPCON WITH ADVANCED OR •YN 1 THREADFORM TECHNOLOGY W/1 1/2' 1/4"0 TAPCON OR TAPCON WITH ADVANCED t SILL LATE Nin. PENETRATION AV THREADED AREA TO I _ 1/40 TAPCON OR _ EXISTING ri00D HEADER. THREADFORM TECHNOLOGY W/1/2" NOTE: REQb- (SEE SCHEDULE ON SHEET 15) Min.PENEMMON OF THREADED AREA INTO PLYWOOD 7APCON WITH ADVANCED 1-SEE SHEET 4 FOR TYPICAL (SEE SCHEDULE ON SHEET 15) EXISTING MIN.2"x4' 1/2 MIN.GO THREADFORM TECHNOLOGY SHATTER ASSEMBLY. WALL FINISH STUDS®16'G.C.MAX. PLYWOOD REQ'D. W/1/2'Min, PENETRATION OF 2-MOUNTING SECTIONS CAN BE ,Y 1/2'MIN. COX PLYWOOD REQ'D. REO'D.PLYWOOD TO BE WALL FINIS THREADED AREA INTO PLYWOOD COMBINED IN ANY WAY TO (STING MIN.2'x4'STUDS® 16'O.C.MAX.REO'D. ATTACHED TO STUDS IN (SEE SCHEDULE ON SHEET 15) SUR ANY MSTALAMON. ®HV WALL SILL INSTALLATION PLYWOOD M BE ATTACHED TO STUDS IN ACCORDANCE ACCORDANCE WITH WITH SECTION 2308 OF THE F.B.C. SECTION 2308 OF THE ®HV WALL SILL INSTALLATION ♦SEE UM ATIONS OF USE OF P HV WALL SILL INSTALLATION E.B.C. BLADE g ON SHEET 19 O FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `y111111111111111111! ©2015 EASTERN METAL SUPPLY, INC. BERTHA HV TM IL ECOIH Accordion Shutter System stem�■�■S■A■ KV. RADE #1 W/OR W/0 KV. WINDOW RADE • 1 s'Y"� TILLIi TESTING & ENGINEERING COMPANY American buffer Systems EV.N ,OFsc;uFnON DATE DRAWN BY: M.L. o353 N.W.36M.M,Vl.305,VARCWN GARDENL•FLAFpA 3716 ASSOCIOfIOn. Inc. t OLD 11-192 4/1J/15 DATE: 4/l3/15 -o; P51A It Uf, hane:(305)871-1530.Fax:(305)871-1531 4268 Westroods Drive 2 DRAWING No a—moil:tdteauaaal.cmm West Palm Beach, FL 33407 3 '90'"•.."Z0R1VV` '��.� ER-0006719 ��. .G\a\`�� WALTER A TILUT Jr.P.E. 4 15-085 PDATE FLORIDA U.g 44167 s SHEET 6 16 OF 20 NNH INSTALLATION DETAILS ON EXISTING. WOOD BUILDINGS FOR n HV & HV* BLADES (AS APPLICABLE MAX. SHUTTER SPAN L+ OR L— FOR INSTALLATIONS INTO WOOD WITH HV BEAbE G1 ONLY_ SHALL BE LIMITED TO 105.0 sf. A.S.D. DESIGN PRESSURE RATING SEE SHEET 19 FOR MAX WALL FINISHSHALL & DESIGN LOAD FOR INSTALLATION WITH BLADE 1 & WORKING IN UNISON 1/4'0 TAPCON OR4'x6"(Min.)EXISTING -• G FF EO EQ 2'MIN. /-EDGE IF APPLICABLE) TAPCON WITH ADVANCED THREADFORM TECHNOLOGY WOOD BEAM REQUIRED. ------- W/1 1/2'Nin.PENETRATION 1/4"0-20Z/4'S.S. STRUCTURAL ADEQUACY OF THREADED AREA TO OF EXISTING WOOD BEAM EXISTING WOOD HEADER- 1' PHILLIPS TRUSS HEAD TO BE CERTIFIED 81' SEE SCHEDULE ON SHEET 15) Min- MACHINE SCREWS REGISTERED ENGINEER OR E O TRUSSES OEXISTING RD ( W/1/4•-20 NUTS ARCHITECT PRIOR TO - -- 19 FE ® 12'O.C. SHINTII2 INSTALLATION. 1/2' 1/2' RAFTER®24' O.C.REQUIRED 1 uR 1$ 1/4"0 TAPCON OR EXISTING SOFFIT TAPCON WITH ADVANCED iv .257' THREADFORM TECHNOLOGY Z 1/__ 314-Max.7HK. \_ Max. W/ 1 1/2'Min.PENETRATION 14x3 D -ED 1'.4'x1 8 CONT.ALUM-TUBE EXISTINGI�,\ I I OF THREADED AREA TO EQ 0 iP /4� _/ N 2 i \ OPTIONAL (SEESWOOD ON SHE ®65 D.C.I (3)5/16'0 LA:O"'RE"TO (SEE SCHEDULE ON SHEET 15) 1 Or 1©Or Q EACH RAFTER OR TRUSS. 1 OF Q Or 15 I LOCATE LAG SCREWS AT MIDWIDTH OF EXISTING WOOD I EXISTING MIN Yx4' 1 I I MEMBER.(2"Min.NOMINAL E%ISTI NO-1 HEADER REO'D OPEN HOLE AT EACH WIDTH)W/ 2'Min. GLASS 1 MW.SEPARATION TO GLASS [XI'TNG I -T STUD TO ACCEPT I PENETRATION OF THREADED 1 (SEE SCHEDULE R SHEEP 11) GLASS I I 5/16"0 LAG SCREW I AREA.VAUD FOR pil AT CENTER OF TUBE INSTALLATIONS WITH 72psi LM(I1f)ili MAX.A.S.D. DESIGN LOAD AND EXJSTI(S)HV WALL HEADER INSTALLATION I SCI®1,EaA S I « I mm�� I " S'-O" is NLYi THIS 1,t RXt �� ♦I Sa ED AE w s� I I FOR WOOD W/MIN.SPECIFIC I w III 19 WR OOR® 1��A 9 GRAVITY OF CL50 AS DOUGLAS MACES(D 1'"I I RADES LD& ♦ FIR OR SOUTHERN PINE No.2. I-SEE SHEET 4 FOR TYPICAL SHUTTER ASSElIBLY 1 OR 1� R EQUAL 2-MOUNTING SECTIONS TAN BE COMBINED OT HV CEILING INSTALLATION IN ANY NAY TO SUR ANY INSTALLATION. U HV CE LING INSTALLATION MJK=S(Sm- O OR ®♦ . 1 MIN.SEPARATION TO GLASS „J a 9�7 SEPAARA71ON 1 I (SEE SCHEDULE ON SHEET 11) EXISTINGG \II 1aN`stt:r,s 1®OR '�s�SCHEDULE I I 1 TO GLASS IXISTIIII I 1 ON SHEET 11) I I I I I a I I ANCHOR I 8 I I \ I LOCATION EXISTING I WALL CLA55-- I FlNISH I 1/4• © 7 1 3/8 In WASHER HEXI I I 2'x6'MIN.WOOD _ Mux WASHER HEAD 7EK I DECK REQUIRED 3 OR 2'x6"MIN.WOOD_41 SCREWS 0 12'o.c (NO FINISH DECK REQUIRED(NO _ ALLOWED) FINISH ALLOWED) -ED� GE EDGE OF DECK _ 19 EDGE OF DECK - DECK IF - — O IF APPLICABLE - 1/4'0-20x3/4'S.S. APPLICABLE �� IF MPLLCABLE i' 1/4'0 TAPCON OR 1 PNIWPS TRUSS HEAD -2_JA I — Min. TAPCON WITH ADVANCED MACHINE SCREWS 1/4'0 TAPCON OR TAPCON WITH ADVANCED _ 2'x4'COM. '-5" THREAIIFORM TECHNOLOGY W/1/4•-20 NUTS THREADFORM TECHNOLOGY'W/1 1/2'Min. 2 MIN. SRI-PLATE W/1 1/2'Min.PENETRATION ® 12'O.C. 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM 2"MIN. PENETRATION OF THREADED RiU'D. 1 OF 1 1/2 AREA TO TECHNOLOGY W/1 1/2'Min. PENETRATION OF THREADED -? EXISTING WOOD HEADER. TO EXISTING WOOD HEADER.(SEE SCHEDULE ON SHEET 15) SACHmUOL.EE NSTINSEW05)HEADER-(SEE (SEE SCHEDULE ON SHEET 15) o sEE u�i�ATIONS of USE FOR (X)HV WALK-OVER INSTALLATION OV HV 'WALL SILL INSTALLATION BLADE TONS SHF7 19 �W HV FLOOR INSTALLATION FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone A. j'j� 'YiA� ©2015 EASTERN METAL SUPPLY.INC. BERTHA HVTM rv0•�44i�7 ® MADE rwnohutteTSymAcc /7 �L EC . i wHvwrDw * *-- •O: �Ca�l�`' � TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems E1r-N DESCRIPTION DATE DRAWN BY: LI. Z 9'•, T""Ur 6739 YIRCOM WTO .nARDA 3316 Association, Inc. 1 OLD 11-192 4/13/15 DATE-- 4/13/15 t-- Phone:(305)871-1530.Fax:(305)871-1531 t Pal W Beach. Drive z DRAWING No %,A(C�+'•.., ��`� o- k hTteco®oal.com West Palm Beach, FL 33407 3 ''�•s/OVAL ENG���`�� WALTE®a 1 15-085 lILL1TJr.P.E. P.E. SEALfS'�"WIAYURE/DATE FLORIDA Dc. 4416] 3 SHEET 6 17 OF 20 END INSTALLATIONS n HV BLADE OR WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS 2-x,•1@i NDDO SRIO9 RRO'4 2-.{'Yltl.wDOO 2'x{"M. 7 SUDS RE0'D. FOOD SNOS t/4Y TA•Wt1 (AS Ai'PUGSpE) 1 / ANOIOR o 6.O.C. Yx{•1@I. (A5 APFUC \ / e/11/2-YN. l 1iDN SIDOS. INLL \ / f+ENfliNiNk1 Nro DU) N1611 \ / SRIG ON W/YN. � +/2•FRTEIRARON • -'- I 1 / �. RNaH A t/1•CO% - - 1)OSRNG CLASS + �E)OSIWC CUSS -1 / 04SEDN GLASS xx 4 y/W \\ 1/2'YN.fDx 1/2•ION.Cox : T (9F R IIX SEHWtWIW 'TO t �'.1 � •ry Z. q,YYQOD r K. \-`'U..-) c•': Sp6➢I.IE ON SHEET `•' 10 QA5 I5� 1/2'YIN.W% tai wVRlel ®uo tl,e-IY „wl a.tc�Emuo '.y.:i ,,.:�.:.,.,. mmol:a+sir 122 . ^j-. somuc ON sar Y�Q�ER nrGlt +/�' �p/L6lD a� w� ., ,ON SET 1.— t/z• iON S BJiE ID/tm sxs,o DA 2•YN. RAR'.(LOOSER +/r RIJBI MADETOh® I 911t5mR� AT B11 S 11 UN OF 4O) I (wVSY f'ae Y WIX. 0110 SM.S. 016 O.C. T.'­)Ar 4 nm/2aS. 1tra/weEaw�er��w-Yl'f 5 4 �� min mea,V) tc a ro 1 aR Qy� I ORO* SFE OLTAO.C 1 OR SLOE CONNFRACKS ®- SEE EVX X FOR (0-©•0E-@-@®'/ s?. ame M D cnaN FOR i oR® ro TRACKS © �-©�i-e , -®- ro 4 p-Q•©OO'80®®- OD ®-©Q�•©®-J 10 TRACNs .0- .Q,.a ,_.®. �;p-®,p'©®- ®®•©€1'©•�- TRACKS END CONNECTION DETAIL 09 END CONNECTION DETAIL END CONNECTION DETAIL(7) END CONNECTION DETAIL ��aOSRNG •REa1RED oNur FORSPN14 c1GA11R IHNI 12,E Yx4•IDIL WO /4-1 TIFOWI ANOIOR; / M""REODrW/ ANCl10 01mt�z'sa.s. . mO5f01C C,ASa� f4T1flRATION O 12.O.G W/1 1/Z•YN. 016 C 1.lL SfPM91Ra 1'EAEtfWION o,r D.c ro CLASS(54E 4 ♦ SEE L)MRAIIONS OF USE FOR Un- 1/27 UN. + E1 FOR Dro 4 BLADE lA ON SHE 19 10 MS 1(S•FE `! 5 9M6�19 FOR ----- s2RDLLEDN r r 49 ___-- 1a 9�R 1/2 ©OR®OROCR(D •YI -- �1 R 0 � 4 wu1 I y 1 ORW 4' ."•Mys• \®J OR`©Ol"R�OR� VIEW 2.4'M.•�•©',rQi.-.,(U�,'�l•Y•®- WNL NfaSll 2•x4.ON.w0[D wNl •�-®•�^S%V•®- PLAN �•®-©x�,•�<T'l:/"©�AA- SNS RFA'O. _SM .®-©•�.©-®- � p.®.p�.®v®•® O QS-®®-®® DETAIL X END CONNECTION DETAIL ( END CONNECTION DETAIL 12 FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone \1\\1111111 1111"/I//// Q 2015 EASTERN METAL SUPPLY, INC. E / ���°- BERTHA HVTM _ I L E C O I NC. A.S■S■A■ Accordion Shutter System H.V.MADE#1 W/OR W/0 KV. HENDON BLADE TIWT TESTING & ENGINEERING COMPANY American Shutter Systems EY.N DESCRIPTION DATE DRAWN BY: M.L STATE OF *' =s N.W.afi St.St,305,NRCIWA CARDE`S.NAROA 33,6 Association, Inc. t OLD 11-192 4/13/15 Date 4/13/15 O'• F Z Ph.. (30.5)871-1530.Fax:(305)871-1531 4268 Westroads Qiive 2 DRAWING No D- 4:BE1ecu®aa,.aom West Palm Beach, FL 33407 3 s'•••. a EB- 6719 15-085 ��/'•s/ONy� wE�ia'°RVAAu1uPiE s P.E.'366 A K RE/DATE 9 SHEET OF 20 1 -U�^L;l^�°&® • GENERAL LIMTiATIONC AND CONDfT10Ng OF USE FbR BERTHA ®�® IM FiJ BLADE AOroR1 SHUTTER SYSTEM WORKING IN A G M 0 T U yNI50N WfiH HV WINDOW BLADE GN- 1.MAX ASD.DESIGN PRESSURE RATING:+110,- 110 P.J. 2.MAX.SHUTTER SPAN:96' &ALLOWED MOUNTING&A D.G&H ON SHEETS 6,7;AS WELL.AS = MOUNNNGS M.0,T.U&W ON SHEETS 16& 17. j�ONLY CfIITERIIATES 1 BOTH W 4 OR ARE ALLOWED WITH 1 O ®qp (ZZJ AA ED M A SYN�E7RIGL OR OPPONG LAYOUT.W CASE OF OPF'O�NG !n, MUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF CQTTFRMA TYP.FA END • S. (A)HV WINDOW BLADE @ SHALL ONLY ALLOW A WDOMUM OF 5 OPENINGS (3'0 HOLES)FOR®PER BLADE AT SPACINGS SHOWN ON SHEET 4. MA%.5 WINDOWS (8)MIN.CLEARANCE FR/OI�AY TOP OR BOTTOM EDGE OF NV WINDOW BLADE ALLOWED A7 HV N • • ♦ • • • • OF ANY 3'0 HOLE FOR I SHALL(1E 12'. WINDOW BLADE (C) W AD BLADE COMING OUT FROM STARTS AT ENDS MAY BE WINDOW BIADSTARTERSHJ ♦ • • • s T (H)HVWINDOW BLADE®MUSE BE USED ALTERNATE TO A SOLID HV BUDS 1Q THROUGHOUT SHUTTER'S WIDTH. • • ♦ _ • • ♦ • (E)C 1 MATES SHALL ALWAYS BE INSTALLED ADJACENT TO A SOLID FIV BLADE AT EITHER SIDE OF THEM. SEE END I '� (F)POLYCARBONATE HV WINDOW SHALL BE INSTALLED SO iFj4j TAB$FACE THE INTERIOR OF,THE OPENING BEING PROTECTED.HV WINDOW 9`}1 MUST BE CONNECTION • • • • • ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDED BY ASSA DETAILS ON SHEETS 10& 1B 7YP. FMS INC. FULL HEIGHT. 1 T spa 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES P P4 = I &z ABOVE). a�� 7.SEE ANITWR SPACING SCHEDULE FOR INSWIATIONS INTO POURED CONCRETE OR CONCRETE BLOCK WALL ON SH[Ef8 72&13 AS LIMITED BY SPAN AND DESIGN'LOAD(SEE NOTES I&2 ABOVE). 8.MINIMUM SEPARATION TO CUSS SCHEDULE,PER ASTM E-1996: (SEYP TOP&BOTTOM PUN FOR REQUIREMENTS) � 0 H TWr 1 a6®pR y/ WIND 70NE MINIMUM SEPARATION TO MASS ...... .. __...___... .. —UNLIMITED WBTTH .._.._ .. .. ..---....___.__.. ' - 1 T74tU 3 I. ELEVATION MIN SEPARATION TO GL MS EXISTING GLA55 F(STE SCHEDULE ON 9fET it 1CR B.PDEQ 4 625" _ -- I ANU ON THIS SHEET FOR 8IPD6 Q&�A _______ _________ 5 A T T \ 7�W/9i t XTERIOR ONLY) ND TYP. 1 \ 4 A1N. . OR _fSEE NOTE 4 ABOVE) ` o) P. 11/2 OR 5 tMERMATES 21 �`` \ ® ® / ;�Nc W/o (. NOTE PLAN \ / TYPICAL C1� HV BLADE WORKING IN UNISON WITH HV WINDOW BLADE (11A SHUTTER* N.T.S. FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `AIA""I.1HA111......... © ERN 2015 EASTh(ETAL SUPPLY, INC. �R ''�,, BERTHA HVTM '��•' \cE A ■ A Accordion Shutter System L ECA 1 N C. ■ ■ ■ H.V.BLADE J1 W/OR W/0 KV.WNDOW BLADE TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EW.111 DrseRlPnpN DATE DRAWN BY: M.L. E DF 6155 N.N.n..St,Sb.JOS,N LWM CAROFNS,HAR4M 111 Association, Inc. I OLD 11-192 4/13/15 DATE: 4/13/15 STAT 4268 WestrOads Drive z (305)871-1530.Fax:(305)871-1531 DRAWING No tip -mac LDecoGoa.wm West Palm Beach, FL 33407 sEB-0006719 •..,•(f;`Cj\\`� WALTER ATILUT Jr.P.E. 4 15-085 / G �`/ FLORIDA lie.,'44167 6 SHEET .E. $&$ ,'; DATE 6 OF 20 11/9/2015 Florida Building Code Online 4 1 z i'z 3, r - '.��� a � + .. 11 r BCIS Home Log In User Registration Hot Topics nar ri°f. 1 Submit Surcharge Stats&Facts Publications FBC Staff BCIS Site Map ( Links ,Search Business' s Professibn,al : ti `USER uct PublAc User pproval Regulation Product Approval Menu>Product or Application Search>Application List>Application Detall g y FL# FL11969-113 Application Type Revision Code Version 2014 Application Status Approved Comments Archived Product Manufacturer Eastern Metal Supply Address/Phone/Email 4268 Westroads Drive West Palm Beach, FL 33407 (800)432-2204 Irodriguez@easternmetal.com Authorized Signature Bill Feeley Irodrlguez@easternmetal.com Technical Representative Address/Phone/Email Quality Assurance Representative Address/Phone/Email Category (Shutters Subcategory rm Panels Compliance Method Evaluation Report from a Florida Registered Architect or a Licensed Florida Professional Engineer Evaluation Report- Hardcopy Received Florida Engineer or Architect Name who developed Walter A.Tillit,Jr. the Evaluation Report Florida License PE-44167 Quality Assurance Entity National Accreditation and Management Institute Quality Assurance Contract Expiration Date 12/31/2017 Validated By John Henry Kampmann Jr. Validation Checklist-Hardcopy Received Certificate of Independence FL11969 R3 COI EASTERN METAL SUPPLY INC. C.I. DRW .15-048.odf Referenced Standard and Year(of Standard) Standard Year TAS 201, 202, 203 1994 Equivalence of Product Standards Certified By Sections from the Code Product Approval Method Method 1 Option D https://www.floridabuilding.org/pr/pr app dfl.aspx?param=wGEVXQwtDgsxYleb4opODbO5Gfns%2bp5lLUWuf3u9FNOVrxngd2bLCgp/o3d%3d 1/2 11/9/2015 Florida Building Code Online Date Submitted 04/23/2015 Date Validated 04/30/2015 Date Pending FBC Approval 05/11/2015 Date Approved 06/22/2015 Summary of Products FL# Model,Number or Name Description 11969.1 0.030"Thick Galvanized Bertha Corrugated galvanized steel storm panels retained or not by Steel Storm Panels(2.25" Deep)- tracks to provide hurricane protection. HVHZ- Drawing Number 15-048 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11969 R3 II EASTERN METAL SUPPLY INC. DRWG.15- Approved for use outside HVHZ:Yes 048.odf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span is 8'-6"for+60, -70 p.s.f. Evaluation Reports ASD for panels mounted per sections number 1 thru 5 and 8. FL11969 R3 AE EASTERN METAL SUPPLY See sheet 4 of installation drawing for other spans and INC. P.E.R. DRWG.15-048.Ddf pressures. Created by Independent Third Party: Yes 11969.2 0.050" Bertha Aluminum Storm Corrugated aluminum storm panels retained or not by tracks Panel - HVHZ-Drawing Number 15- to provide hurricane protection. 049 Limits of Use Installation Instructions Approved for use in HVHZ:Yes FL11969 R3 II EASTERN METAL SUPPLY INC. DRWG 15- Approved for use outside HVHZ:Yes 049.odf Impact Resistant:Yes Verified By: American Test Lab of South Florida Inc. Design Pressure: N/A Created by Independent Third Party: Yes Other: Large Missile. Max. span is 10'-0"for+62, -73.3 Evaluation Reports p.s.f.ASD and for mountings number 2, 6,7 and 8. See FL11969 R3 AE EASTERN METAL SUPPLY sheet 9 of installation drawing for other spans and pressures. INC. P.E.R. DRWG.15-049.odf Created by Independent Third Party: Yes €i,ck rVexk Contact Us:: 1940 North Monroe Street,Tallahassee FL 322U Phone:850-487-1824 The State of Florida is an AA/EEO employer.Copyright 2007-2013 State of Florida.::Privacy Statement::Accessibility Statement::Refund Statement under Florida law,email addresses are public records.if you do not want your e-mail address released in response to a public-records request,do not send electronic mail to this entity.Instead,contact the office by phone or by traditional mail.If you have any questions,please contact 850.487.1395."Pursuant to Section 455.275(1),Florida Statutes,effective October 1,2012,licensees licensed under Chapter 455,F.S.must provide the Department with an email address if they have one.The emaiis provided may be used for official communication with the licensee.However email addresses are public record.If you do not wish to supply a personal address,please provide the Department with an email address which can be made available to the public.To determine if you are a licensee under Chapter 455,F.S.,please click here. Product Approval Accepts; eChec[ Sl`CUS'lh�st F.'C ttl�ti' https://www.floridabuilding.org/pr/pr app dtl.aspx?param=wGE:VXQwtDgsxYleb4opODb05Gfns%2bp5lLUWuf3u9FNOVTxngd2becgp/o3d%3d 212 GENERAL N07E5: 1.STORM PANEL SHOWN ON THIS PRODUCT EVALU4710N DOCUMENT(P.E.D.)HAS BEEN VERIFIED FOR COMPLIANCE IN ACCORDANCE WITH NOTES., THE 2014 (5th EDIRON)OF THE FLORIDA BUILDING CODE. B.1)MINIMUM EMBEDMENT OF TAPCON, ELCO PANELMATE Cr TAP-GRIP AND CRETE-FLEX 554 ANCHORS INTO CONCRETE BLOCK UNIT SHALL BE 1 1/4, 1 J/8'FOR 2AM4C NA/LIN ANCHORS. DESIGN WIND LOADS SHALL BE DETERMINED AS PER SECTION 1620 OF THE ABOVE MENTIONED CODE, FOR A WIND SPEED AS REQUIRED BY THE JURISDICTION WHERE THESE SHUTTERS WILL BE INSTALLED AND 82) 7/8'CA1JC-1N ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK UNI! NO EbIBEDMENT INTO STUCCO FOR A DIRECTIOAAL17Y FACTOR Kd=0.85.USING ASCE 7-10 FOR INSTALLAT70NS UNDER 2074 FBC AND SHALL SHALL B£PERMITTED. 1/4'0-20 SCREWS USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1' NOT EXCEED THE MAXIMUM(A.SD.)DESIGN PRESSURE RATINGS INDICATED ON SHEETS 9 THRU 15. MINIMUM FOR WALLS WITH NO STUCCO, IN ORDER TO VERIFY THE ABOVE CONDITION, ULTIMATE DESIGN WIND LOADS DETERMINED PER ASCE 7-10 8.3)MINIMUM EMBEDMENT OF 114-0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE CONCRETE BLOCK. SHALL BE FIRST REDUCED TO A.S.D. DESIGN WIND LOADS BY MULTIPLYING THEM BY 0.6 IN ORDER TO NO EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG TO COMPARE THESE W/MAX. (ASO)-DESIGN PRESSURE RATINGS INDICATED ON SHEETS 9 THRU 75. MINIMUM SHOULD STUCCO EXIST,AND 1'MINIMUM FOR WALLS WRH NO STUCCO. N ORDER TO VERIFY THAT COMPONENTS AND ANCHORS ON THIS P.E.D.AS TESTED WERE NOT OVER STRESSED,A 33R INCREASE IN 8.4)IN C45E THAT PRECAST STONE OR PRECAST CONCRETE PANELS BE FOUND ON 771E EXISTING WALL,ANCHORS SHALL BE ALLOWABLE STRESS FOR WIND LOADS WAS ML USED IN THEIR ANALYSIS A DURATION FACTOR CD=1.60 WAS USED FOR LONG ENOUGH TO REACH THE MANN STRUCTURE BEHIND SUCH PANELS.ANCHORAGE SHALL BE AS INDIC47ED ON NOTES VERIF7047/ON OF FASTENERS IN WOOD. IN B.1)AND B.2)ABOVE STORM PANEL'S ADEQUACY FOR IMPACT AND FATIGUE RESISTANCE HAS BEEN VERIFIED 1N ACCORDANCE WITH SECTION 1626 OF THE (C)ANCHORS SHALL BE INSTALLED FOLLOW/NG ALL OF THE RECOMMENDAT70NS AND SPECIFICATIONS OF 714E ANCHORS ABOVE MENBONED CODE AS PER AMERICAN TEST LAB REPORTS If 1022,01-96,It 0221.01-01 AND IF 0616.02-05, PER MANUFACTURER. PROTOCOLS TAS-101, 7AS-202 AND TAS-203 2.ALL ALUMINUM SHEET METAL PANELS SHALL HAVE 5052-H32 OR 3004-H34 ALLOY. Z PANELS MAY ALSO BE INSTALLED HORIZONTALLY FOLLOWING INSTALLAT70N DETAILS SHOWN ON SECT70NS 1 THRU 16(SHEET 3&7 OF 15)EXCEPT THAT HEADERS 2,3&4 SHALL NOT BE USED. 3,ALL ALUMINUM EXTRUSIONS SHALL BE ALUMINUM ASSOCI4TION 606J-T6 ALLOY&TEMPER UNLESS OTHERWISE N07ED. 8.IT SHALL BE 714E RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE SOUNDNESS OF THE STRUCTURE WHERE SHUTTER IS TO BE 4.ALL SCREWS TO BE STAINLESS STEEL 304 OR 316 AISI SERIES OR CORROSION RESISTANT COATED CARBON STEEL AS PER DIN ATTACHED TO INSURE PROPER ANCHORAGE.THIS SHUTTER SHALL ONLY BE ATTACHED TO CONCRETE BLOCK OR WOOD FRAME 50018 W/50 As;YIELD STRENGTH AND 90 ks,TENSILE STRENGTH&SHALL COMPLY W/FLORIDA BUILDING CODE SECTION BUILDINGS. 2411.3.34. 9. THE INSTALLATION CONTRACTOR IS TO SEAL/CAULK ALL SHUTTER COMPONENT EDGES WHICH REMAIN IN CONTINUOUS CONTACT WITH 5. BOLTS TO BE ASTM A-307 GALVANIZED STEEL OR ANSI J04 SERIES STAINLESS STEEL. WIN 35 ksi MINIMUM YIELD STRENGTH. THE BUILDING TO PREVENT WIND/RAIN INTRUSION CAULK AND SEAL SHUTTER TRACKS ALL AROUND FULL LENGTH. S.ANCHORS TO WALL SHALL BE AS FOLLOWS(UNLESS OTHERWISE NOTED): 10 PROVIDED BY INSTALTHE R770M HALL WHOMPLY PERMIT IS APPLIED TED IN THIS DRAWING PLUS ANY BUILDING AND ZONING REGULATIONS (A) TO EXlSRNG POURED CONCRETE 11. (G)THIS PRODUCT EVALU4710N DOCUMENT(P.E.D.)PREPARED BY THIS ENGINEER IS GENERIC AND DOES NOT PROVIDE INFORMA77ON - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY I.T.W. 6UILODL(REGULAR OR 410 S.S.) FOR A SITE SPECIFIC PROJECT L. WHERE 774E SITE CONDITIONS DEVIATE FROM THE P.E.O. - 1/4'0 CRETE-FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUC77CN PRODUCTS - 1/4'0 CF TAP-GRIP ANCHORS(BERITA STUD-CON),AS MANUFACTURED BY TRU-FAST CORPORATION. (b)CONTRACTOR TO BE RESPONSIBLE FOR THE SELECTION, PURCHASE AND INSTALLA77ON INCLUDING LIFE SAFETY OF THIS - 1/4'0 2AMAC NAILIN ANCHORS AS MANUFACTURED BY POWER FASTENERS,INC. PRODUCT BASED ON THIS PEG PROVIDED HE/SHE DOES NOT DEVIATE FROM THE CONDNIONS DETAILED ON - 1/4.'0 x 7/B'GLK-/N ANCHORS OR ELCO mole&Tema% FANELM47E'AS MANUFACTURED THIS DOCUMENT: CONS7RUC770N SAFETY AT SITE/S THE CONTRACTORS RESPONSIBILITY. BY POWER FASTENERS,INC.AND aco CONSMUCDON PRODUCTS RESPECTIVELY. (c) THIS PRODUCT EVALUATION DOCUMENT WILL BE CONSIDERED INVALID 1F MODIFIED. -,1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. ' NOTES: (d)SITE SPECIFIC PROJECTS SHALL BE PREPARED BY A FLORIDA REGISTERED ENGINEER OR ARCHITECT WHICH WILL BECOME THE ENGINEER OF RECORD(EO.R.)FOR THE PROJECT AND WHO WILL BE RESPONSIBLE FOR THE PROPER A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON ANCHORS OR CRETE-FLEX S54/S 1 J141, USE OF THE P.E.D. ENGINEER OF RECORD,ACTING AS A DELE647ED ENGINEER TO THE ALD.ENGINEER SHALL SUBMIT TO FOR ZAMAC AWLIN ANCHORS IS 1 3/8 FOR ELCO PANELMATE ANCHORS IS 1 3/4". THIS LATTER THE SITE SPECIFIC DRAWINGS FOR REVIEW. AND FOR CF TAP-GRIP ANCHORS IS 1 1/4 " (e)THIS P.E.D. SHALL BEAR THE!TATE AND ORIGINAL SEAL AND SIGNATURE OF THE PROFESSIONAL FANG/NEER OF RECORD A.2) 7/8'CALK-IN ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE POURED CONCRETE. NO EMBEDMENT IN70 STUCCO THAT PREPARED N. SHALL BE PERMITTED. 1/40-20 SCREWS USED SH4U BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 1 12.SHUTTER,MANUFACTURERS LIBEL SHALL BE LOCATED ON A READILY VISIBLE LOCATION AT STORM PANEL IN ACCORDANCE WITH MINIMUM FOR WALLS WITH NO 57UCCO. SECT70N 1710.8.3 OF FLORIDA BUILDING CODE. ONE LABEL SHALL BE PLACED FOR EVERY OPENING.LABELING TO COMPLY WDT A.3)MINIMUM EMBEDMENT OF 1/40 x 3/4'ALL POINTS SOUR-SET ANCHORS'SFWLL BE 7/8'INTO THE POURED CONCRETE. SECTION 1710.8.2 OF THE FLORIDA BUILDING CODE NO EMBEDMENT INTO 57UCCO SHALL BE PERMITTED. 114-0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND I-MINIMUM FOR WALLS WITH NO STUCCO. A.4)IN CASE 7H4T PREC45T STONE, PREC45T CONCRETE PANELS OR PAVERS BE FOUND ON THE EXST/NG WALL OR FLOOR, ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SUCH PANELS ANCHORAGE SHALL BE AS THIS DRAWWG SHALL ONLY BE USED TO INDIC47ED ON NOTES A1)&A2)ABOVE. OBTAIN PERMITS IN THE STATE OF FLORIDA E 'did� ,jf (B) TO IXISRNC CONCRETE BLOCK WALL.- �.��,� •,.....,• /,!i�� - 1/4'0 TAPCON ANCHORS AS MANUFACTURED BY LT.W. BUfLDEX(REGULAR OR 410'SS.) w - 1/4'0 CRE7E--FLEX SS4 ANCHORS AS MANUFACTURED BY ELCO CONSTRUCTION PRODUCTS .�' `- �' •,v�'� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) 1/4'0 CF TAP-GRIP ANCHORS(BERTHA STUD-CON),AS kNNUFACTURED BY TRU-FAST CORPORATION. - 1/4'0 ZAMAC NAIUN ANCHORS AS MANUFACTURED BY POWER FASTENERS,INC. .^„�:• 0.4416702016 BL7EC0,WG 0.050'BERTHA ALUMINUM STORM PANEL rnL - 1/4'0 x 7/B'CALK-IN ANCHORS OR ELCO male&Female FANELMATE'AS MANUFACTURED (225'DEEP) a'+A"1�' ' BY POWER FASTENERS,INC.AND ELCO CONSTRUCTION PRODUCTS,RESPECTIVELY. ,:T3 03/24/15 - 1/4'0 x J/4'ALL POINTS SOLID-SET ANCHORS AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. %' + I- r EASTERN METAL SUPPLY, INC DATE- 4258 ATE4266 WEST ROODS DRIVE T/LUr TESTING&ENGINEERING COMPANY WEST PAW BEACH,2 J7407 15-049 11"-71 Y S'2 4wcv61 bWtM:s 06 I,PAX-(561)566-4780 <w'! \ ♦' R.iw (205b71-1—r:(20.5Je71- , P'r/F'T�H�iiun A`G° WALTER A.AUJ71 Jr.P.E aD 1w1e %21 5 _ DRAWING No FLORI04 J. /44167 SNEEr 7 0P 15 loon•Ma ano• IS 119"(10TAL W/DRI) 9.119-(TOTAL W107H) 21ro- T z4m'� 0.y I—�—r2o9o"lrrrFcm>=m9n+J--� raaco•lcTsecm�mGnp—I 1 - A6.wA/wa£f>RJ r.5a7' 1.500' x.900' 7.509- A47J' A47Y� ASA' � H � � sa- r � .on• I � 1-2r25'-4—J975------f-2125'- I F2.125--I I I I 9n• h ry uJ6•—V 4 uJo'—I ( ALUMINUM PANEL ® ALUMINUM HALF PANEL 2501 Lir " HEADER © h" HEADER Q 3'Max. 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E C O sae. EASTERN METAL SUPPLY, INC �'/CANS 4266 WEST READS AR" VUJT TESTING h ENGINEERING COMPANY WEST P"Mat PL JJ407 y \ 6.259 R.A•JHA V —JOS oDNiAI a 3'ET4 I PHONE(561)533-6061•FAX:(561)588-4780 15-049 COMPONENTS ; ffJ SfONAL��,� P�,:1AL ER-�6719rJnSa,r_,�„ �-. aR 9�WxG N. Jr/1Tbhllll11f1\\\\\ WALTER A.Rug Jr.RE aR u�,9 6v>4 s - - Raaa\Lk./a167 SHF£7 IA Or IS TOP TRACK (SEE COMPONENTS, SHEEP IA OF 15) CONCRETE ANCHORS (SEE SCHEDULE) A7go 1�Min. Mn.l 0 o 0 0 o o rr--_-___r- - _ ___r_7_ _ ___r_r_ _ ___r_r_ _ __r_r_._ -r_.r_t___r_r_r_ r_r_r_r__..�__r_r_-___r-r-rl � 1 6 � � 1 h O O ti W y 2 O 1 w TYP w U W O A A W J z a n J 3" I CON RUE 6NCHORS (SEE SCHEDULE) -3"-I Max. Max. I No. M'n. BOTTOM TRACK STORM PANEL TYPICAL ELEVATION (SEE COMPONENTS, SHEET IA OF 15) SCALE: 1/8"= 1- �1/4"Max. GAP 1/4".Mox. GAP,., TYP. a��J�Ve 0'I F�F7i ���`�� �'�� FLORIDA BUILDING CODE (High VelocW HIM one Zone) ®20M(MECO,w0. 0.050 BERTHA ALUMINUM STORM PANEL FRL (2.25"DEEP) ORAwN er N0. : SECTION A—A cc E It. EASTERN METAL SUPPLY, INC 03a2+719 - E C O�Nc. METAL Rams P PILL?FEST/NO h ENGINEER/NG COMPANY WW PAW eFACIL FL 33407 y A' asxs xr.ua ss xa w—;=n areae 15-049 SCALE: 1/8'= I' ,o��`. o '�\��' n�:(xis /-rsm.c:6rmMr+-rsn Pf•ONE(361)633-6061.FA (561).�iBB-d780 E8-0006719 �� DRAWING Na '`�'`�a<;S��S10N WAUER f TmLff Jr.A aD narn m H 1f SNEE7 2 of IS 9 Cant CONCRETE ANCHORS CONCRETE ANCHORS (SFE SCHEDULE) \ CONCRETE ANCHORS CONCRETE(SEE RS (sFE SCHEDULE) SCHEDULE)ucE) 1VULV .r25 I — 3 Cont 3 Cont — I — soD' 2W" soD —1uox- .500' _p50• Nax. Max. Ci POURED POURED W EDE, W I CRETE CPOUREDONCRETE �" I I CONCRETE I I CON N RELWLRED I REQUIRED REG 2 REQUIRED 1 a SEE SCHEDULE FOR I W I -. I I 1 Min.SEPARA17ON SEE SCHEDULE FOR 1 SEE SCHEDULE FOR b TO GLASS. I I MiA.�sl�ON I �' Nin.TV IRON I W N N N I W W .......... SEE SCHEDULE FOR I U V b Mi.SEPI ON 70 v I J/J2"NTNG NUr® I I I 7/B"x 1/12" I IN+ 12 O.G I h I 1/4"8-20 x-1 4" WING NUT a BOLTS WI 7/B x EVERY 0:G ' W I J/J2.WING NUT 0 ak 12'0.G I / 9PO I POUF I 1 CONCRETE I POUR I 2 CONCRETE Cont I I CONCRETE d I I OR CONCRETE I CONCRETE OR CONCRETE o OR CONCRETE BLOCK WALL tj OR CONCRETE I I BLOCK WALL �i f.I26' BLOCK WALL �' BLOCK WALL W — BLOCK W JIII-.� I REQUIRED I I REOUfRm I I REQUIRED .566' .500' 1"M7n. I .56J" 5 Cont. I I • t/4•e-2O M.s. 1125" Lb CONCRETE SCHEDULE)F3 I I CONCRETE ANLNO 1 0 Govt NfJT o 12"O.G CONCRETE ANCHORS SCHEDULE) 6 C-L - � (SEE SCHEDULE) (SEE SCHEDULE) 9 con WALL MOUNTING INSTALLATION s£cnoN ANCHOR BUILD OUT INSTALLATION BUILD OUT•INSTALLATION SECTION 2 SCALE:JIB'— 1 SECTION 3 SCALE:J/B•m r" SECTION 4 scuE:J/B•a r I o • W I 1 N E 0.e EDGE DISTANCE PoUR (SEE SCHEDULE 1ON ) ORNC E7E I 7/B•x J/JZ" .��i SHEETS f0&11J W LTGOCK WALL EVERY NUT REQUIRED EVER✓SND y, O 12"O.G II � �iatsaaa::uLlteT 7 ��� '• TJ x'', FLORIDA BUILDING CODE (High velocity Hurricane Zone NOTE FOR COMBINATION OF SECIfONS: ;•S••.• ��CENSF ,:P i � 9 Y ) WALL MOUNTING SEC77CJVS CAN BE 02015 T/LTECO,INF 0.050"BERTHA ALUMINUM STORM PANEL 9 Dont No.G4167 (2.25"DEEP) COMBINED IN ANY WAY 70 SUN'ANY fNSlALLA770N. DRAWN&Y. SEC77ON 0 S7UD y 03/24/15 WALL MOUNTING INSTALLATION = o'• r- �L E C O,Ne. EASTERN METAL SUPPLY, INC DAM' az6B xtsr ROADS OFa•E SCALE:J/8"= 7" ���'ma�yy^^yy� A(x�� PGLIT TESTING @ENG/NEEFLNG COMPANY WEST PAIY B61f31.FL JW7 15-049 SECTION l +C`%�VL r s` 6zsJ R.W.Jan R sr Jaz vssa=D,n alae PHONE (SB7)SZT 6061.FAr.•(561)598-4760 lsr(C`S1 •�V\ \' R.vw.(Jas l—t1m.f (sit—Tvr ORAWPHG Na Trurr Jr.PZ NOTE:WALL LMOUNTfSNCT TLA/NSON-SECTIONF2(70P) 'r'>'rg/� IA�41 a"�• F'""LLoTERrmnAA j 44167 CALK-/N OR ALL POINT SOLID-SET OR RCO m to/Tamale CONCRETE ANCHORS E D. PANELMATE OR CF TAP-GRIP O Cone CONCRETE ANCHORS E D. (SEE SCHEDULE) E p, (SEE SCHEDULE) 7/f'0-20 S S PACH/NE (SEE SCHEDULE)\ CONCREXO 12'0.C. &WEER \ ! I (SEESEE SCHmU�S POURED CONCRETE 111 I POURED COlJCtE7E I I I _ o I'Ar. REOUlRID ED. m. REQUIRED 1-.{j I I' 1' h 1� POURED ORCRETE ci CONCRETEBLOCK WALL iy I 'POURED I I I H3 (ALTERNATE' I I REQUIRE) CONCRETE W I I I I LEG LOGON I I REOU/RED i i--® I —®Con E. 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EASTERNMETAL SUPPLY,M WEST MAX INC DATE. �t y/ TILLi TESMIC&ENGINEERING COMPANY NEST PALM BTACI,n-JJ407 T S—O.Sg '�' A`'"' D 'I��e�` 6J36 NV.J6f/x y�.,SL J0.i rtmM1 uMEns.Ft.ur6s PHDNE•(MI)SM-606f,FAC(561)SW-478O•�� V rt,",.:(snpsl-rm.f:(wbst-rvt DRAWO:G No S' ' ES-0006719 cmxnm WALTER A 77JT Jr.P.E wD Ir-1rs oJ/1Vrs - - SHEET 4 OF 15 T711 r tilt 1101104 Lk- 44167 CALK-W OR ALL POINT SOLID-SE!OR 04LK-W OR ALL POINT SOUD-SET OR ELCO mole/%male PANELAWE OR CONCRETE ANCHORS ELCO male//amo/e PANEIANTE OR ELCO male/%mala PANELUME PLUS E.0. ELQT mala//ala PANEUTAJE PLUS Vy(J/4'0-20 5lDEWA(X BOLT ORO (SEE SCHRN/LE) CONCRETE ANCHORS 1/4'0-20 SfDEWAfK BOLT OR® /Q�w/1/4"0-20 TRUssHFAO BOLT++ POURED (7 s="DT) /1j W/1/4 1-20 TRUS'rIN 8f1LT++ (SEE SCHEDULE FOR SPACING) ONNCNEX (SEF SCHEDULE FOR SPACWC) 7/8'0 x 3/32' REQUIREDEQ. I I EO. 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ANCHORS LEGEND s UWWUM ANCHOR SPACINGS ARE YARD FOR J 1/2'EDGE WS7ANCE FOR E.D.LESS THAN 3 7/2; ANCHOR TYPE ANCHOR '�TO. OT , •• REDUCE ANCHOR SPACING BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS SPACING - NOTE Afn E D.FOR CJJX-IN ANCHORS 13 2 1//227 �R 7H/S°PEPADON To Cr PoSIBLE REDUCED SPACING OBTAINED USING FACTOR SHNL NOT BE ZAMAC NAILING, JO" r-(ate•,OIs QF LESS THAN AOMANM SPACING INDHAIED FDR EACH ANCHOR TYPE AT ANCHORS LECENO. CF TAP-GRIP.PANEL W7E OR PANELU47E PLUS FACTOR CALK-IN ACTL14L E O.REGULAR TAFCON& 7AMAC AWUN.CRETE-FLEX S54& �K-W SOLID-SET CF TAP-CR SOUI�SET J.5" 410 SS TAPCON PANL3MITE OR PANELAWIE PLUS FLORIDA BUILDING CODE (Nig{L L4TaloeTtj��'urricone Zone) .86 .75 �7- 8 1.00 CRETE FLEX SS4 6o" 0-'5 ra7Ecn INC 0.050"BERTHA ALUMINUM STORM PANEL .71 .50 .80 REGULAR&410 SS TAPoON IN BLOCK 4.0' (2.25"DEEP) DRAWN BY. 0.35 50 410 S.S. WCON IN LCTNCRFIE .xa- EASTERN METAL SUPPLY, INC OS/N24.�/13 1 L E C®�N e. 4268 WEST RaWS DTBL•E TILLIT TESTING&£NW146ER/NG COMPANY WEST PAW BEACH.FL M407 6SSJ KW.J6fN StJ,aFSf.JOA IVRnn1 ONZ7OVS n J71ca PWNr-(5G1)SJ3-6061,FAC:(561)568-4780 15-049 F ®,-0006719 LSF-Ivl �Oy yQ ORAWlNG No WALTER A 77LUr Jr.P.E RDRlOA Li./44167 SHEET 17 OF 13 I 433'Ra x.634'LONG BRASS t/?'0 D.C. CREWS BUSING W1 t14'0-20 x T 6" C. OV t I/Z"Min. 1/4'm LAG I 1/E 2'S S.S.U.S.a 12'O.C. THREADED PENE'DrAT70N T 6' ED EN 1 17O arn. FOR SPANS UP TO 5'-9'AND t---TO EMRNG WOOD HEADER 7NRFAOED PENE?RATrON B 6'CC FOR SPAS UP tj r-TO E7o5TTNC NO00 HEADER. 1/4`ID!AG SCREWS 8-20 QCO meta/tamate (J O 6"aa W/r tf2"Ar. 1-20 7THREADED SERTO 1d'AwRE.a PErT2� . JE'TR0AaTXINw! FOR SPAN trP ro 9'-0'• 10 cont i2 CanEKn ! 3 124 0.Q W/NUT R WASHER Cont I •e 4 MinHEWER REQUIRED ( 1 REQUIRED I 1 ryT 3 ! 1 3 ) 2 0 o uh ( m 3E u^50`" rrn ! d m *OGD HEADER I 0 m cTAss Yn.-SFRARAINAV II------ REQUIRED y I mcuss I m �;_,_•.•••:• Cont SEE SCHEDULE j Z WOOD UR REQUIRED I r FOR UIJJ. ! W ALTERNATIVE 5 iTO OL45S E ALTERNATIVE f WC D,NR I w ALTERNATIVE 7 ! 1 E 7/a'0 x 3132 ,TNG NUT O I I E'hFY STUD 0 I 12'ac it 0 AfIDMOTH OF PLATE IJ 1T9 5 Cont 114 0-ZQ 5.5. - BOLTS W/ 4JJ'0.0.x 634"LONG ERA= WOOD STUD 7/B'0 x 3/32' BUSHING W/1/4"0-20 x WINO NUT � Z"S.S S M.S 0 72'O.C. 9 Cont REQUIRED 0 12'O.C. FOR SPANS UP TO 5=9` PLATE 2'x 4'P T/?'9 LAC+SCREWS REQUIRED lO 9AND'--O'Itax.ORRt/4AN5 UP R U1RED 0 6'ac,W/l 112' 114'0 LAG SCREWS 0-20 EZCO mor Itemok hr.. THREADED PENETRATION 06. O.C.W/1 112' PANEUVTE 0 l2'Oa W1 0 AMI)WTH OF PLATE AYm.RrfiFN1E0 IIIRt7RADON !7/B'Uin.PENE7RARON O MDWIOTH OF PLgTE FOR SPANS UP TO 9=0' ALTERNATIVE 2 ALTERNATIVE 6 ALTERNATIVE & w SPEDAE Har I WALL AMOUNTING INSTALLATIONS � '`'�muR1�i`���AFF' .s .,,''' A SC 114-0-20 s.S 1 1 r SECT/O�VS A E: r/4'-r BOLTS W/ I NOTE FOR COM8INARQN OF SECRONS: - <y 7/8 A x 3/32 i WALL MOUNTING SECTIONS CAN 8E COMBLNED ,�•"'l,,('•! ® "2'NDC. IN ANY WAY TO SUIT ANY LNSTALLARON. INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS E 6 ConE "s'1 rrf�ii�i�l. Nay tR'4` NOT£5: FLORIDA BUILDING CO (Nlg{lrrifQFa+t Hurricana Zone) 1. INSTALLATIONS ARE ONLY VALID FOR ASD. DESIGN PRESSURE RA77NG 02015 TTLTECO,evc 0.050'8ERTHA ALUMINUM STORM PANEL A L t/4-0 LAO SCREWS UP TO*65.0, -72.0 psf AND PANEL'S LENG7HS UP TO 9=0; LxCEPT AS N07M (225"DEEP DRAWN B Z"RE UIRED ®Ml MiEN?b 6'aC.W/1 r/2' 2. FOR NEW WOOD FRAME CONSTRUCTION. WOOD MEMBERS TO BE SOUTHERN EASTERN METAL SUPPLY, INCa312r115 PP>ATE PINE No.2, W1 SPEC0C DENSITY OF 0.55 OR EQUAL. aTE. 4268 WEST RDADS ORNE 77L[!T 7ESnNG Q ENGINEERING CO4PANY WEST pgLN eFACII,FL 33607 4ssr x se s,r .. x furca PNDNe{ssr)sx3-saDr.FAr(ssr)sea-4733 15-049 ALTERNATIVE 3 W>< Q67T7vr.PE axe an DRAWING No FLGw4 Lk./44,67 as JJ-4JD v/rya me - SHEET 12 OF r5 WOOD 7170'SE5 OR Rom WOOD TRUSSES OR RAFTER a 21'R G RS"QUtREU ®24'O.C.REQUIRED £ EO 1'x 4'x 1/8' 114-0 x 314Min.(6061-75) DW 8U/1DIX W.- TUBE W/ 1111 MI.(606J-75) T&Tsomws (J)5116'o x 4' Ah- TUBE W/ O 6'O.G $ LTG SCREWS TO 11410 x J14" a .500' (J)5/16'0 x 4- I EACH XIST. !!TA BURDIX LAG SCREWS TO Cant ( LOGI7E SCREW E 7EK SCREWS 4 FACH JOIST' AT MIDWIDTH OF TE 6" RI ConttOC4TE SCREW SEE SCHEDULE I EXI571NG WOOD AT MLOWLOTH OF FOR Mn. I MEUSER(2'Mn. 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INSTALLATION DETAILS ON,r,E•XISTING WOOD BUILDINGS NOTES: s; A�16� 's FLORIDA BUILDING CODE (Hi'gh Veloolty Hurricane Zone) 02015 7XTECQ,vc 0.050'BERTHA ALUMINUM STORM PANEL r:RL. 1. /NSTAL1A770N5 ARE ONLY YAUO FOR AS.D.DESIGN PRESSURE RAPNG - ,�; 225"DEEP a/uwN e7; UP TO+65.0, -72.0 psf AND PANEL'S LENGTHS UP TO 9'-0;EXCEPT AS NOTED. z.FOR NEW wood FrraMe coNSrnucnaN:WOOD MFarB£Rs TO BE SOU INERN t � ? ; �� T� Q��� EASTERN METAL SUPPLY, INC CJ/a PINE NO. Z W SP£CIRC DENSITY OF 0.55 OR EQUAL .'�"e ...... •' . a 42M Wm Raws ozE / G1N'r7itS{1t65t\' WLfiTwn7:jXNNfD&-f3EWNG.tt r INaMbwErr PALM BuLv7—^ U4 n 5-04( - II ,£ ) -80 .FAX(6x)58 9 EB-0006719 m.,q ,� w anc DPAWWG Na WAGGER A 71tUT J.P.E as N-tis wnvrs PLDRfD4 tie f f4tb7 - - .6LtEET 13 or t5 1 7/8'Mh. 2' EX/SRNG' 1/4 oxa'ELCO mo/e PENE7R477011 rm-.. fTR/CK ImER PANELAMTE TV45 ANCHORS 0 6 1/2"O.C.W/1 1/2" Aft THREADED PENEW77ON (AV..)EXSRNG .5DO INTO WOOD NEVER. WOOD BE6M REQUIRED. 1/4 0 UAC SCREWS 0 8' 1/410 LAG SCREWS O 6' SlRUCNf7AL ADEOWCY O.a W/1 1/2"MW. O.C.W/1 1/2"MM. OF E705RNG WOOD �REAOED PENE771ARON TO :,'�IHRFADm.PINET77AilON TD BEAM TO BE CER77E7ED .500" E700S1/NG WOOD HEADER. IXISTINC WOOD HEADER BY REGIVERED ENGINEER OR ARCHRECT PRIOR 'T� .500' .250 .250 TO SHUTJFR INSTALLARON — — Mor. Max .500' Max. I/4o LAG SCREW 2' .• 1 4'O.C. W/l 1/2-M; 2sO' W I I z Cont K01A I z Cont THREADED PENEM77ON I M4 ConL REQUIRED I I onl. I I AS APPLICABLE I WOOD HEADER 5077 ANG[E UNIEL m WOOD HEADER I . I T 3 II I 1 REQUIRED 11 REQUIRED I 1 03 SEE SCHEDULE FOLIJ I I I m Min.SEPAM77GN I 2 SEEFOR SCHEDULE I TO(LASS I _SEE SCHEDULE FOR M.'n. I SEESR LD./LE I y SEPARATKIN I q 2 I I SEPAR4770N TO GLASS I o To RgnOGLAsSN I 70 GLASS W ALTERNATIVE 15 I I I I DETNL 2/15 I I I i GLasns I BOLTS W/ 4 0-20 ss. 7/B"0 x J/J2' 160Lw/ I I tl'a caa! I 0 12'0 C. I G NUT 17/1171 NUT�T /B 7 A 0 x J/Jz' 4 �--�I 6 I 0 I2'O.C. EVERY STUD I u I Con ® 2"O.C. I 2 w.WOOD 8R/CKNSILL O I PLATE ALTERNATE LEG Cant I I 7 £Q I LOfATKI�,125 6' s�sTpfo I 1 40 LAG SCREWS 0 6' EO .J75 A " I 77&EADFD PENEMA ON 01 40!AG SCREVS 2- PE7YEfRABON 2' 4"PLA ARDWID711 OF PLATE O 6 O.C.W/1 27/J2' REQUIRED M/DW/07H OF PLATE 2"x 6' �114'10'LAG SCREW 2 J500" I 2"R87U/RID INTERIORLY REMOVABLE PANELQI W/ WOOD DECK O s O.a W/1 7/2'V.'n. Mox I SIDEWALK BOLTS�(SEE OETNL 2) REQ UlRm ORREADED PDVEM17ON E 05T7NG �� (� (NO RNISN CON TID TO 7 THRU 5/8 o �O�) ALTERNATIVE 16* ® 111 ENED C.dRa4.r.RE a S C°"L ALTERNATIVE 18A* AT REAR W'718041Jz WNG NUT IXf9T/NG AU,. 1/2"PLYWOOD IX/SRNC 0 EY1RY SIDEWALK BOLT. REDD()YP)w/FASIFMNC BPoCK SILL 1/4"0-20 x 3/4- ALTERNATIVE 188 I/4"0r8-ELCO—/,PANELMATE TO STUDS AS PER 8 OL7S W/7181- NAS ANCHORS 0 4 1/2'O.C.70 SECRON 2909 OF THE 3 J2'WING NUr CEILING & FLOOR IXISANG PLYWOOD SOUTH FL 8W1.DIND CODE o 2"o.a WALL MOUNTING INSTALLATIONS MOUNTING INSTALLATIONS ALTERNATIVE 17 * SECTIONS 18 *VALID FOR Max. +63.5, -63.5 psf. SCALE. 1/4'-1' *VALID FOR Max. +63.5, -63.5 psf. SCALE: 1/4 - 1 A.S.D. DESIGN PRESSURE RATING. A.S.D. DESIGN PRESSURE RATING. BUILD-OUT INSTALLATION INSTALLATIONS VALID FOR PANELS n USED JOINTLY NOTE FOR COMBINA77ON OF SECRONS, SCALE: 1/4"= 1' WITH INTERIORLY REMOVABLE PANELS Z WALL/FLOOR/CEIUNG MOUNTING SEC17ONS CAN BE COMBINED IN ANY WAY TO SUIT ANY INSTALLATION INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS p ,.....:, +� uCFNs /��''� FLORIDA BUILDING CODE (High Velocity Hurricane Zone) NOS. F •. z 02015 77VECD,wa 0.050"BERTHA ALUMINUM STORM PANEL F.2L 1. IIVSTAL AT70NS ARE ONLY VAUD FOR A.S.D.DESIGN PRESSURE RA77NG rV D'44 r", (2.25 DEEP) OTuum'8r UP TO+65.0, -72.0 psf AND PANELS LENGTHS UP TO 9'-o', IXcEPT AS NOTED. -a� ;,� a 03/24/15 S-y-M —_--' r 771L EC®ewe. EASTERN METAL SUPPLY, INC D,TE Z FOR NEW WOOD FRAME CONS7RUC770N.•WOOD MEMBERS TO BE SOUTHERN �. 4268 wLsr Daws ORrvE PINE No. 2, W/SP£CIRC DENSITY OF 0.55 OR EQUAL. f/�� TILLIT TESnA'c t ENGINEERING COMPANY WEST PNN BFAUL FL.M407 15-049�� C9 aswvu 6umaxC rt u1sa D21W1NGPHONE(361)533-6061,FAX'(561)568-4780� �Ii 8! ` \`',` WfLOR109TILurlftl 7E ra0 tr_rro SN£E714 OF 15 1/4"m S.S.LAG SCREW 1/40 S.S.LAG SCREW O 4'O.C. W/1 1/z'MIN- -{-ALTERNATIVELY, TRACK®MAY BE ATTACHED ®4'O.C. W/1 1/2•Mint THREADED PENEIRAnON TO HOLLOW CEILING AS PER DETAILS SHOWN THREADED PENElRAnON 4'x B'(Mm.)SoSRNC ON ALTERNA77VE 9A, SHEET 13 OF 15. 4'x B"(Min.)EUIREDTc WOOD LTOW ADEQUACY WOOD BEAM WOUIpfD. MOOD 6lW.ADEQUACY STRUCTURAL ADEQUACY OF Et7SRNG WOOD OF M TO B WOOD 1/4 0 SS LAG SCREW/ BEAM 70 BE CFRTTFIED 1/4 0 SS!AG SCREW BY RE QED a�EER 6Y REGISTERED ENrWEOr a 4'O.C.W/1 t/2'MlN. ®4'O.C.W/1 1/2'MIN. OR ARCHIIECT PRIOR E OR ARCHITECT PRIOR THREADED PENETRATION TO SHURER INSrALLATION.(+) THREADED PENETRAnON TO SHUTTER INSTALLAAON.(+> 025" G25' 0.25" 0.25" 1 I I 1A cent. I Jnr. o I cOnL � I � I I m I m m I 3 SEE SCHEDULEI 1 p FlfflG SEES mux I t z I ? 5WNG Si SCHEDULE I t FOR l6b, 2 c/7155 SFE SCHEDULE FORM. EPARA770N £Xry7LNG SEPARATION SE-ARA77ON W NG FOR Min. I W TO CLASS CLASS TO CLASS I N 70 GLASS I SOMRAnON 1 �, 2 1 TO GLASS I W W U DET 2 2 I y J/4. I � � •�a� I t � W 1 0Era2 z 7/B'0 x 3/32' I 7/e"a x J/J2'! 1 7/6'®x J/32'o /x J/JT' WING NUT B y g WING NUT a WLNC NUT 0 �8 WING NUT 0 - EVERY SND a 0 EVWY STUD 10 EVERY STUD EVERY SND a 12"0.0. Cont I 0 IY 0.C. Cone. I a 12"0.C. B O 12.0.C 8Vill LTERcont. ICo' LOrgnONl 1.1 sr.125' r_— 2',6' T'x 6' 2-16- 2'.6' WVQD DECK 1400D DECK WD00 DECK M000 DECK 1tEQULPFD REWIRED REQUIRED REWIRED INTERIORLY REVOVABLE PANEL( W/ INT9WORLY REMOVABLE PANEL QI W/ 1/40 LAG SCREWS a 2'O.C. 1/4 0 LAG SCREWS 0 4"O.C. 90EWALK DOLTS EE DETAIL 2) S7DEWALx BODS DETAIL 2) W 1 112'MIN.THREADED PENEM710N W/1 f/2"MIN.n/READED PENETRAnON 7/4 0 LAG SCREl45 a 2'O.G CONN 70TNRU 5/6"/ / / LONN 70 t THRU 5180 1/4'0 LAG SCREWS'a 4"O.C. W/1 1/2'MIN.TxfTFADED PENElR1nON HOES AT 1 a 6'0.0&FASTENED HOLES AT 7 0 6'O.0&FASTENED W/t T/2"MIN. THREADED PENETRAnON - AT REAR W 7/B'/xJ/32'WING N(? AT REAR W 7/8 CxJ/J2"WING NUI 0 EVERY SIDEWALK BN T. a EVERY SIDEWALK BOLT ALTERNATIVE 19A ALTERNATIVE 19B ALTERNATIVE 20A ALTERNATIVE 20B,,, IlIt71tF CEILING & FLOOR MOUNTING INSTALLATIONS CEILING & FLOOR ECUNGOINSTALLA SECONTI ���,,'�' SECTIONS 19 SCALE:1/4' SCALE: 114'= r' 1C EN = 1• 1 `' s�`'•.,/'p 114-20x1'SS MDEWALK DOUS W/]/4'SLDRED l/FAD ETNED 11 WTebORLY/ffMOYA[TIE PRQ.� ' THRU r¢Y IfOIE z o e'0.a 1 NOTE FOR COMBINATION OF SEL710NS "�•. _ w/1/4'-2D NUT REAR _ WHO Nor n PAKEL FLOOR/CEKING MOUNIINC SEC770NS CAN BEc F(�..I...•• 9 6.0.r I I COMBINED IN ANY WAY TO SUIT ANY INSTALLA770N. INSTALLATION DETAILS ON EXISTING WOOD BU1LDlNG ,�A A�• N�`1a�,,; I I 'uuuteuale��A� IR q I FLORIDA-BUILDING CODE (High Velocity Hurricane Zone) I I NOTES: 02015 T¢TFCO,ua 0.050"BERTHA ALUMINUM STORM PANEL rAL I I 1. INSTALLA77ONS ARE ONLY VALID FOR A.S.D. DESIGN PRESSURE RA71NO (2.25"DEEP) DRINK Br -1875' UP TO +65.0• -65.0 ps(AND PANEL'S LENGTHS UP TO 9'-O' 05124115 IE C O�tac. EASTERN METAL SUPPLY, INC a0& DSD• 2 HOLE O 6'0.G 2, FOR NEW WOOD FRAME CONSTRUC710N WOOD MEMBERS TO BE SOUTHERN 4268 NESY Ra40S DRVC DETA7L 2 — INSTALLATION OF f 4'xf PINE N0. z W/SPEC/FlC DENSITY OF 0.55 OR EQUAL TILL/T TESTING&ENGINEERING COMPANY WEST PALM QFAGL R.M407 15-049 6A6 ntv.16N R.Ai 40.Cw u'+o04 a-1.1166 PHONE(501)533-6061•FAY(561)588-4787 �sfpEWALx BOLTS O REMOVABL PANEL *�° r1w5176»-1110• -[swan-1x11 FB- 6719 ev w WALTER A.10 72LR.tr P.E W N-ns uVi r6 Shc6 1• 1• rLORl'U¢0 44167 SHEET 15 Of Is