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HomeMy WebLinkAboutBuilding Permit Application ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED Date: Permit Number: _ RECEIVED Building Permit Applicatic n MAY 01 2018 Planning and Development Services Building and Code Regulation Division Permitting Department 2300 Virginia Avenue,Fort Pierce FL 34982 L �ci eo U nty, FL Phone: (772)462-1553 Fax: (772)462-1578 Commercial PERMIT APPLICATION FOR: To Select from drop box, click arrow at the end of line Pk6pbSED hMPROVEMENT.'LOCATION: Address: 2013 LYNX DRIVE; FORT PIERCE, FL 34949 Legal Description: RIVERPOINTE AT THE SANDS PHASE II (PB 43-16) LOT 20 (OR 4017-1748) Property Tax ID#: 1425-620-0013-000-6 Lot No.20 Site Plan Name: BRUNNER RESIDENCE Block No. Project Name: BRUNNER RESIDENCE Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION'OF WORK. INSTALLATION OF SEVEN(7)ACCORDION HURRICANE SHUTTERS .'CONSTRUCTION INFORMATION Additional work to be nprformed under t ispermit—check all t appy:, HVAC Gas Tank ❑Gas Piping Shutters Q Windows/Doors 11 Electric 0 Plumbing O Sprinklers Generator Roof Roof pitch Total Sq. Ft of Construction: SFt.of First Floor: Cost of Construction:$ 10,460.73 Utilities:Sewer E]Septic Building Height: 0-INNER/LESSEE: .., , CONTRACTOR: Name GARY BRUNNER Name: MIRIAM VAN TASSEL Address: 2013 LYNX DRIVE Company: DVT HURRICANE SHUTTERS, INC City: FORT PIERCE State:FL Address: 3100 N KINGS HIGHWAY Zip Code: 34949 Fax: City: FORT PIERCE State: FL Phone No. 937-416-0495 Zip Code: 34951 Fax: 772-794-1590 E-Mail: gary.brunner@sbcglobal.net Phone No. 772-794-1581 Fill in fee simple Title Holder on next page(if different E-Mail: dvthurricaneshuttersinc@hotmail.com from the Owner listed above) State or County License: 24394 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRU:CTIO'N�L-IEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: GARY BRUNNER Name: MIRIAM VAN TASSEL Address: 2013 LYNX DRIVE,FORT PIERCE,FL 34949 Address: 2013 LYNX DRIVE City: FORT PIERCE State: City: FORT PIERCE State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: 3100 N KINGS HIGHWAY Address: City: City: Zip: Phone: Zip: Phone: OWNER/CONTRACTOR AFFIDVIT:Application is hereby made to obtain a permit to do the work and installation as indicated. I certify that no work or installation has commenced prior to the issuance of a permit. St.Lucie County makes no representation that is granting a permit will authorize the permit holder to build the subject structure which is in conflict with any applicable Home Owners Association rules,bylaws or and covenants that may restrict or prohibit such structure.Please consult with your Home Owners Association and review your deed for any restrictions which may apply. In consideration of the granting of this requested permit, I do hereby agree that I will,in all respects,perform the work in accordance with the approved plans,the Florida Building Codes and St.Lucie County Amendments. The following building permit applications are exempt from undergoing a full concurrency review:room additions, accessory structures,swimming pools,fences,walls,signs,screen rooms and accessory uses to another non-residential use WARNING TO OWNER:Your failure to Record a Notice of Commencement may result in your paying twice for improvements to your property.A Notice of Commencement must be recorded and posted on the jobsite before the first inspection. If you intend to obtain financing, consult with lender or an attorney before commerAing work or recording our Notice of Commencement. Signature 61 Owner/Lessee/Contractor as Agent for Owner Signature of C ntractor/License Holder STATE OF FLORID - STATE OF FLORID COUNTY OF COUNTY OF The forgoing instrument was acknowledged]before me The forgoing instry.[nent was acknowledged before me this 1 day of 7 20 18-by this_L_day of 07 319 20 / by 127 i Ai R ro Vay) 1—At's e I VW Q 4 m V _15&g&/ Name of erson making statement Name of person making statement Personall nown OR Produced Identification PersonallyKee n OR Produced Identification Type o ion Type of Idei' on Produced Produced s`r o ao _ CM �(O d LLL Y m SI nature of tar ublic-State Flori ) co w (Signature of No ry Public-State of Florid ( g Y g a 2 ��¢ 2 Commission No. (Seal) <� Commission No. (Seal) � W w o REVIEWS FRONT ZONING SUP PLANS VEGETATION SEA TURTLE COUNTER REVIEW RE EVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev.8/2/17 UM s SPAIC SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES A.S.D.DESIGN h� £,ATNF_PRESSURE RM INC AND A CORRESPONDING MOUMTING FOR CONCRETE OR CONCRETE BLOCK INSUJIMONS (SEE MOUNTINGS E,0,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: ADDED Ct NOME/CONCRIEE BLOCK POURED CONCRETE (A) TO EXISTING POURED CONCRETE:(Min.('c.3 ksi) tfAXWttMW'T WALL SILL MOUNTING Q-CEILING MOUNTING l:J FLOOR MOUNTING - 1/4'0 TAPCO14 OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX.(Mtn.,'c=3 tci) ANCHORS SPACING FGEND - 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min, f'c 3 bi) SPAN(R) NEd4TA£pRfS ,E N,IwG S, +RFGt.1NE PfdAUr&FRwO . D:DE9GN NEAME IunYO - I/4"0 BLUE TAP CONCRETE ANCHORS W/COP AS MANUFAGiU.4E0 8ti'FLORIDA FASTENERS QIRECt",INC,(Min.T'c 2 ksi) TAPCON OR t/4Y TAPPER+ANCHORS AS t4wUFA.CTURED BY POWERS FASTENERS,INC„AND DISTRIBUTED BY ALL POINTS SCREW,BOLT do SPECIALTY 60, 75 90 120 160 Z05 30 40 501751 90 120 16p 205 30 40 60 75 90 120 160 Z05 TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 t2 10 9 8 8 6 5S t4 t2 to 9 e e G 6- N 12 -t0 9 s B 6 6 THRFAOFORM TECHNOLOGY (Mi..f•c-3 ksi) 3'-0' -1-4 t2 10 9 8 8 d 6 14 T2 TO 9 6 8 6 6 14 12 t0 9 $ $ 6 s ALL POINTS SOLID-SET OR 14 12 10 9 R 8 6 6 14 12 '10 9 8 8- 5 6 14 12 10 9 8 8 6 S BLUE TAP W/CAP NVl_ 14 12 10 9 8 8 6 7 14 12 10 9 R 8 6 6 14 12 t0 9 $ 6 5 e TAPPER+ A1)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TM'PER+ 14 12 TO 9 8 7 5.5 3.5 14 12 10 9 B e 8 6 14 12 10 9 R 8 6 3. ANCHORS IS 1 3/4',AND FOR BLUE TAP W/CAP ANCHORS IS 1 1/2'. t4 12 f0 R 8 8 6 e 14 12 10 9 8 8 6 8 14 12 10 9 8 B 8 85 74 12 10 9 8 8 6 4 14 12 10 9 8 e. 6 4,5 14 12 10 -9 8 5 4 3.5. A2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8"INTO THE POURED CONCRETE NO EMBEDMENT 14 12 f0 9 6 B e 4:5' 14 12 _1_0 9 8 8 6 5.5 14 12 10 9 0 8 6 4.5 1N70 STUCCO SHALL BE PERMITTED. 1/4.0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO t4 52 t0 8 7S 5S 3S - 14 t2 Id 9 8 8 5 5 i4 12 10 -9 8 7 5.5 4 4 5eE Da9ADGN5 OF t>19 F00 EXIST,AND t'MINIMUM FOR WALLS WITH NO STUCCO. --14 12 10. 9 8 8 6 6 14 12. 10 9 8 8 6 5.5 14, 12 10. 9 8 8 B 4S 9H1T t9 - 5'^0'.__14 14. 12 t0 9 -"8. &5-s5 },5 14 12 10. 8 6.5 5 3.5 3. A3)IN CASE THAT',PRECAST SFONC,PRECAST CONCRETE PANELS:STRUCTURE ANY VENEER BE FOUND ON THE EGG SHG WALL S INDICATED '1; 12 to 9 8 7,5 a,8 - 14 t2 10 9 R e '6- 4.5 14 12 10' 9 8 5 4.5 .75 NOTESANCHORS SHALL ) LONG FOR IN TO INSTALLATIONS REACH THE MAN STRUCTURE BEHINDI SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 12 9.5 7,5 65 4.5 - - 14 12 10 9 8 7.5 5.5 a' 14 12 10 9 8 _-6 4.5 3.5 NOTES A1)&A2)ABOVE FOR IAL STUDS SE qN VWri SIDING OR EIFS'MfFt OR WITHOUt METAL STUDS CONSULT THIS ENGINEER.FOR 14 t2 t0 9 8 8 6 - 14 X12 i0 9 8 8 6 5 14 12 ig 9 a 6.5 5 35 INSTALLATION fHTD EIFS WITH METAL STUDS SEE SHEET 2O. 6'-0" 14 12 10 9 75 5.5 3 - 14 12 10 8.5 7 5.5 4 J 14 12 8 0.5 5.5 4 3 14 '12 t0 0, 8 6 14 12 10 0 8 5.5 5 3:76 14 12 14 8:5 R 5 .+ �- (8} TO EXISTING CONCRETE SLICK:(ASTM C-90) 14 12 8 6.5 S.5 3 - 14 12 10 B e 6.5 4.3 3.5 14 12 10 8 7 5 3.5 3 - 1/4"0 TAPCON' L TAPCON OINTS WITH ADVANCED THREANCHORS. S DIS TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BULLAE%. SS 12 t0 9 e 8 - - f4 12 10 9 8 7 5 4 14 12 t0 9 75 5.5 4 3 - 1/4'0 x 3/4'ALL POINTS SOLID-SET ANCHORS.AS DISTRIBUTED 8Y ALL POINTS SCREW,BOLT&SPECIALTY COMPANY, 7'-0" .tt 12 t0 8 6.5 4 - - i4 12 9 7.5 6 4S 3S - 14' on 7 5S 4,5 3.S' - - - 1/4'0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 13t'FLORIDA FASTENERS DIRECT,INC. -14 t2 :10 &S 7- 4 ^ 14 12 `10 @ 6 5.5 4 - f4- 12..9 7 7S 4:8 - - - 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS.FASTENERS.'INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY 14 ti 7 5S +S - - 14 ,2 10 4 7S S.b- 4- - 14 72 9 7 6 4S 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERit•AN SHUTTER SYSTE?AS AS N- 10 INC. 14 12 10 9 8 6.5 - - 14 12 10 9 8 6 '4 - 14._12 10 8 8.5 5 35 - NOTES: 14 t2 &5 7 5.5 3 - - i4 i2 $ 6S SS 4 3 - 2S 9.5 6 5 4 3 - - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON.BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 95 7,5 6 - 14 12.9.5 8 6.5 5 - - 14, 12 .8 6. 6.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS I'. /3 95 e 5 5.5 - - 14 12 10 8 85 S - - 14 12 0 6.5 5 '4 - 9'^0. 14 t2 10 9 8 - - - t4 12 10 9 7.5 4.5 - __ 14 t2 8.5 7 5.5 4 - B.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOLID-SO ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 11.5 7_5To 6 4 - 14 11 7 9.5 3 3.5 - - tr 6 55 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. t/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 t/2"LONG MINIMUM SHOULD STUCCO i4 12 8 BS 4,5 - - 14 12 8S7 5.5 4 - - 14 10.5 7 5.5 8 4S - - EXIST.AND 1"MINIMUM FIR WALLS WITH NO STUCCO. 11S 5.S 53 4 - - - •' 14 12" 9 7 6 4.5 - 14 11 7 5.5 4.5 35. t4 /4 72 t0 8 8.5 5 -- t4 t2 9 6 5 4 - - 8.3)IN CASE THAT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, tO'-q' - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL OE AS INDICATED ON 14.POS 7 5 3.5 - - - 1-3 9S 6.5 5 4 3 - 10 7S 5 4 3 - t4 74 1__ 9 6 _5 4 - - 2S 95 6 5 4 4 - - NOTES B.t)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER RE2 8 5 - 14 t2 $ 6.5.SS. 10. FOR iNSTAi1hTt4N INTO EIFS WITH METAL STUDS SEE SHEET 20: 12 10 - - - ^ 14 12 9 7 6 4.5 - - 14 10.5 7 5.5 4.6 3.S - - 8.5 5 - t7 9 e 4.S 4 3 - - 9 74S (C) PNCHORS SHALL.BE INSTALLED FALLOWING ALL OF THE RECOMMENDATIONS ANO SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, 10 7 - - - - 14 10S 7 5.5 4 5 - - - 11.5 eS 5S (D) SEE SCHEDULE B0.0W FOR EDGE DISTANCE(E.b.)VERSUS SPACING RELAITONSHIP FOR ANCHORS. 7 4.S - - - - - 14 1.5'7.S 8 312 9 6 4.3 4 - - t2 to - - - - 1i 12 8 65 5S1.1 a0 6.5 5 aF F„D1SLtlIr F„B$ SPACING SrHEDULE FOR ANCHORS: 63 is - - - - - 11 5 S5 4 J.56 4 3 - - MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE DISTANCES INDICATED BELOW,FOR E.D.LESS THAN THE INDICATED,REDUCE ANCHOR SPACING 9S 6 - - - t3 9.5 5S 5 4 - - - 0.5 8 5 4. - - - - BY MULTIPLYING SPACING SHOWN ON SCHMULE BY THE FOLLOWING FACTORS. 5.5 - - t4 105 7 5.S 4.5 - - - t1.8.5 5S 4:5 3.5 REDUCED.SPACING.OBTAWEDUSING FACTOR SHALL NOT BE LESS THAN.MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. T2" - - _ - 14 tt5 7S's 5 - - t2 '9. 6 45 4 _ _ - .FACTOR 10.5 s - - - - 10 75 s 4 3 - - 7.5 ss. 4 3 ACTUAL TAPCON WITH ADVANCED - TAPPER + 12 9 8 4.5 4 - - - 9.5 7 5 4 - - EDGE TAPCON ALL POINT SCUD SET BLUE TAP W/CAP 1 V BLADE DHCTAxcE mREADFORM TECHNOLOGY MIN.SPACING B 6 - - - - - iJ 9.5 6.5 5 0.5 7S s 14 - - - - EM MIN.SPACING-3' PAIN.SPACING 3` MIN:SPACING=3 1/2' MIN,SPACING-3•' 3 3/4• 4' 14'^D" 14 72 - _ _ 14 10.6 7 5.5 - - _ - 11.8.5 5S '4S - _ _ - BLADE POURED CONCRETE& POtRED CONCRETE ATE aDOC POURED G4NCREfE @ POURER C4NCRE2E&Pp12O0 COCRCIE CONCRETE BLOC{ t0 7.5 - - 9 7 a.5 J5 - - T 5 33 J - h CONCRETE BLOCK CONCRETE BLOCK CONCREtE BLOCK 11S 8 - 1f 8 SS 4.5 _ _ _ _ 9 6.5 45 - _ _ _ 1 V VO MN ED..3' AIR ED.3 t/2'MN.E0.=2112' 1411.ED.-3 Tyr MN ED•J' ED.•3 1/Y MN EA.•2 1/2• 7S _ _ _ - _ 12 9 s - - - - 9,5 7 4.5 - - - - 3• t.0 0.90. 1.0 0:78 t.4 4.84 1.0 34 to. 6.5 - - - - 0S 6 5 -. .. - BC.ADE WORKING 2.1/2' 0.81 1.0 0.67 1.0 ,s'-o" 9 _ _ _ _ - 8.b 6.5 4. - - - 6.5 s J - - - !N UNISON _ - - 8S 6 4 - - - - 2' 0.71.... - _ :B, - 7 _ _ 1.5 e:5'SS ^ - - 9 6.5 45 1 3/4• - 0.91 - - - 0.43 t2 9S 6 - - _ _ 10 - g,$ FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone `Ttf�lF,Uk, ."r...}/ t20�/� o2ot7 TL7EC0.INC. EASTERN THASUPPLY, INC.PA 1 L E em C 6 �N�. w ■ H.V. Accordion trnCE.#1 W1 CR�W10 H�vttvOnNDDWyIKADEE ,}� American Shutter Systems EV.N DESCRIPTION DATE - TICCIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD t5-065 7/27/1 b4TEi 07/27/17 ?� 0455tLW.36th.51.,5ta 305.YNiL'INTA dAD0Qi5:FLM-CA s31' 4268 WestroOds Drive. 2 C9�sr c�_._r_ e� Phone;(305)871-1530.Fox i(305)$71-1531 DRAWING No res •�RlQP.•'*k4`1�� 9-moE8�10006Tt9l.rom West Palm Beach, FL 33407 3 1.7-107 1��VfA• "•••• G� 'j1/t WALTER A,1@IIT Jr.P.E. 4 V CV/ ,e' 7�V i FLORIDA Ue.f 44167 5 .SHEET P.E.SEt1 G AtU>� DATE 6 13 OF 20 I W U! } W N O m J O? N > c W o. 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EACH SECTION ON SHEETS 16&17, -SPRUCE PINE FIR NORTH W/0=0.43(N.D.&) EXCEPTION:.,SEE NOME 2 BELOW. -SPRUCE PINE FIR SOUTH W/C-0.36 -MIN.1/2'COX PLYWOOD(1986 APA) 2.ANCHORS TD HDILDW cauNG SHALL BE AS PER MOUNTING TYPE U.SHEET 17 AND SHALL CONSIST OF LAB SCREWS AS PER NOS 2015 SPeCIFICATIONS. 4 ANCHORS SNALI.BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIE7CA1ION6 OFTHE ANCHOR'S.MANUFACTURER. FLORIDA BUILDING GODE(Non High Velocity Hurricane Zane \11,-`�, 1 �:."_ ........ /Ib,� 62017 TLTECO,INC. 2017 EASTERN METAL SUPPLY, INC. ' Has ., �.�.+ BERTHA NVTM - , Accordion Shutter System37- -77,7-L ¢ A Q _ H.V. BLADE#1 W/OR W10 MV.WNDOW BLADE SJ ; TILLIT TESTING & ENGINEERING COMPANY AmeCican Sitiltt®� SrSf8iT3S EV.N "DESCRIPTION DATE DRAK7t BY: L.O. Ass6ciotion, Inc. t OLD 15-DBs 7/z7/I DATE 07/x7/17 0.394 NMI.36tH.Sl Ste 309,Y.RGIN}i CMDONS.FLORVA.331 '•. a 4268 Westroods Drive 2 \ Ph-:(305)871 1536.Por: (305)871-•1531 DRAWING No 4\1\' a 1:mL-0-1.cam West Palm Beach, FL 33447 3 17-107 7^i07 sj/yNA1 ♦i � \ EB,T-LUT a y S"a ti WALTER A TLLIf 44 P.E. "'� FLORIDA Tic.!x4157 5 SHEET P.E. SEdCj"3i idAl 7RE/DATE 6 15 OF 20 l I INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR tI HV & a HV* BLADES AS APPLICABLE) MAX. SHUTTER SPAN L+ OR L— FOR INSTA LATIQNS_INTO WOOD WITH HV SLADE(1) ONLY SHALL WALL FINISHBE LIMIJED TO 105.0 120. A.S.D. DESIGN PRESSURE RATING, SEE SHEEI 19 FOR MAX $PAN & 1/4-0 TAPCON OR A.SX. DESIGN PRESSURE RATING FOR INSTALLATION WITH BLAD a)& 1A) WORKING. IN UNISON TAPCON WITH ADVANCED 1/4"0 TAPCON OR THREADFORM TECHNOLOGY 7}{ ED PENETRATION TAPCON WITH ADVANCED THREADFORM TECHNOLOGY C ETRAnON OF THREADED AREA TO EXISTING AREA TO W/ 1 1/2 PEN EXISTING WOOD HMER. WOOD HEADER. SEE SCHEDULE ON SHEET 15) TO GLASS(SCE f"'OR (SEE SCHEDULE ON SHEET 15) 1/4-0-20x3/4-S.S.MACHINE SCHMULE ON SHIM SCREWS W/1/4--20 NUTS 11 FOR 6`iJ) I @_@ I ON SHOE'is i 12 Q 12 O.Cl OR d EXISTING E GLASS-4 !"J WALL OR ,L--OPTIONAL . 77' EXISTINGIN WOOD TvD MIN HEADER REOWRED :---@OR @* WOOD EOU 1 4'F TAPCON OR TAPCON%WTH ADVANCED HEADER R IREO PENETRATION W/1 1/2- EXISTING MlL SEPARATION TIIR To GASS(SEE PENETRATION Or THRMEO AREA TO GLASS--y EXISTING WOOD HEADER. SEPARATION TO GLASS SCHEDULE ON SHEET (SEE SCHEDULE 014 SHEET 15) SHEET I I)— FOR ELADE ONO— EXIS= --(SEE SCHEDULE ON 2-.4-CONT. SILL ON SHEET 19 FOR I I BASES Ill)& PLATE RCO'D. ( HV WA �) -LL HEADER INSTALLATION (�) WALLSILL INSTALLATION HV WALL HEADER INSTALLATION SEPARATION TO GLASS IN' P MIN. SEPARATION TO'GLASS (S"EE SCHEDULE ON SHEET 11) `X=_7_1_ SCHEDULE ON SHEET IT EXISTIN MIN.SEPARATION 10 GLASS CLASS-j 2"X4;"CONT SCHEDULE ON SHEET I i) WOOD PLATE1(SEE 1/4-0-20,3/4-S.S. MACHINE SCREWS RCO'O' /4*0-20x3/4'S.S. USING 1/4'-20 NUTS MACKNE SCR5V5 W/ 0 12'O.C. WALL 11/4--20 NUTS 0 12- V, FINISH O.C. OR( j"' 1 OR 15 2.4*CONTit 0 WOOD PLATT 1/ d REO'D. 1'MI, 1/4'0 TAPCON OR TAF-CON WITH ADVANCED IL OR THREADFORM TECHNOLOGY%V/ 1 1/2- 2'.4CONT W. PENETRATION OF 7HRM- 0 AREA To SILL PLATE: i EXISTING WOOD HEADER. 1/4'o TAPCON OR TAPCON WITH ADVANCED -0 TAPCON L LJI;All'�L� 1/4 REQ' (SEE SCHEDULE ON SHEET 15) THREADFORM TECHNOLOGY W/1/2:' TAPCON WITH OR SHEET 4 FOR G ADVANCED TECHNOLOGY I SEE TYPICAL LI 0 SHUT WALL FINISH Min.PENETRATIO14 OF THREADED AREA INTO PLYWOOD SLY J 1/2,-MIIL co;�' 11 THREADFORM 2 SHUTTER ASSEMBLY. PENETRATION EHETRA" (SEE SCHEDULE ON SHEET 15) EXISTING MIN. 1 INYOF -MOUNTING SECTIONS— UL 2 W/ V­ :..I STUDS a 16,D.C.MAK PLYWOOD REO 'D.'HIS AREA INTO PLYWOOD COMBINED IN ANY WAY TO V S.— SUIT TION LI/2-MIN.COX PLYWOOD REVD� A,, I, -R-��2 _EX PCO'D,PLYWOOD TO BE (SEE SCHEDULE ON SHEET 15) SUIT ANY INSTALLATION. (A)HV WALL SILL INSTALLATION ISTING MIN. 2-.4"STUDS 0 16'O.C.MAX.REQ*D. ATTACHED TO.STUDS IN PLYWOOD TO BE ATTACHED TO STUDS 1.ACCORDANCE ACCORDANCE WITH 2306 or THE F.S.C. SECTION 2308 OF THE HV WALL -SILL INSTALLATIM & ♦SEE ATIOUS Or U alu ON OF wITHAECLTILON SILL I E L16A SHEET HV INSTALLATION FLORIDA BUILDING CODE(Hon High Velocity Hurricane Zone,, 1911711 A. rjC02017 TILTMO,INC. 02017 EASTERN METAL SUPPLY, INC. BERTHA HV-,,, Y' % ccordion Shutter System /171TE7C 0 A.S.S.AA . KV. RADE#1 W/OR W/O KV.WNDCPh ELAM A TILLIT TESTING & ENGINEERING COMPANY American Shutter Sysilems ;EV.No OCSCPJPIICII DATC DRAVR4 BY. Le. -085 07/27/17 8355 ICW.M�5L.Sta.305��APQIWA"ORRIS.FLOMMOA 331 Association, Inc. I OLD is 07/27/17 DATE. Ph-.,(305)87.1-1530.Fax!(305)871-1531 4263 Westroods Drive 2 DRAWING No CQ 51 ­dl:VA-9-00. West Polm Beach, FL 33407 3 EB-D006711) W'tj " -107 ER A. 4 FLORIDATILUT Jr.J�P.E.P,E. TY 17 U.1 44167 5 SHE P.E. DATE 6 16 OF 20 INSTALLATION DETAILS ON EXISTING WOOD BUILDINGS FOR nj HV & HVi BLADES (AS APPLICABLE} MAX, SHUTTER SPAN L+ 0 R L— FOR INSTALLATIONS INTO WOOD WITH HV BMEO)ONLY WALL FINISH SHALL SE.. LIMITED TO 105.0 ppf. A.S.D. DESIGESSURE BATIN2, SEE SHEET 19 FOR MAX SPAN & DESIGN LOAD FOR INSTALLATION WITH BLADE Cl)Ac 4A) W09L<1tjQ IN UNISON TAPCON OR 4�xS�(M;")EXISTING J- _2'MIN. 'To-& ;,-r A "rF- N WITH ADVANCED EDGE(IF APPLJCADLE) WOOD BEAM REQUIRED. 0 THREADrORm TECHNOLOGY STRUCTURAL ADEQUACY PE14EMATION 1/4.0-2Ox3/4-S.S. OF R,11%11 OF THREADEDR T.F W1I AREA TO PHILLIPS TRUSS HEAD To _ IG WOOD BEAM 'r. . . "�// / —EXIST! FHteN4E SCREWS REGISTERED ENGINEER OR EXISTING D HEADER. '40 woo) TRUSSES OR (SEE SCHEDULE ON SHEET 15) Ed IZ, 1 O.C.-20 NUTS ARCHITECT PRIOR TO 1—7 24* Y `tI SHUTTER INSTALLATION. RAFTER 0 D.C.REQUIRED z @ FED";��f 1/4'0 TAPCON OR �9OR 1 TAPCON WITH ADVANCEDf 1r —EXISTING SOFFIT 15 -A R 3/4"M..THK� 257, TH EADFORIA TECHNOLOGY N EQ ED- W/ Mi;ZAENTLO ED EO CONT.ALUM.TUBE — OF THREADED St".4.S. " (6063-l!ALLOY)W/ OPTIONAL DUSTING JVOOO HEADER. P 0 6'D.C. I LAG SC"S TO (SEE SCHEDULE ON SHEET 15) RAFTER OR TRUSS. OF @ or @ EAS(r or @ Or LOCATE LAG SCREWS AT miDWIDTH OF Lx1snNG WOOD �!"&Is�nNG MIN 2*.4' MEMBER.(2'Min,NOMINAL --ED 'A A H T F5!P I C T ACrE I AQ I, �f OPEN SOLE AT EACH W XISTI 4G—IL pl%)W/2•Min. �RE I(ISM,. SEPARAnON STUD TO ACCEPT PENETRATION OF THREADED E GLASS I TO CLASS EXISTING S/Iwo LAG SCREW AREA VALID FOR SCHEDULE ON S 11) CLASS TUBE. UL AT CENTER OF TUBE. INSTALLATIONS WITH 72p5t MAX,&S.D.DESIGN LOAD ANC W-L SEPARMW EXISTNG x savaMAX.SPM,THIS M MA=(SEE CLASS 70 am($a INSTAL�ATION IS ONLY VALID ET HV WALL HEADER INSTAU=61ION SCHMULE Ctl S"ED ry SCHW=Of SUET FOR WOOD W/MIN.SPECIFIC 'l C I I MR MAX(DAM _(DOR W 11 FOR RADE(DAID *4 SHOT CH S�W'D FOR 19 GRAVITY OF 0.50 As DOUGLAS DD (D&e) ---OCR nR OR SOUTHERN PINE No.I I-SEE SHM 4 FOR TYPICAL SHUTTER ASSEMBLY OR EQUAL. 2-MOUNnNG SECTIONS CAN BE COMBINEDHV CEILING INSTALLATION IN ANY WAY TO SUIT ANY INSTALLATION. -1 (u).HV CEILING IN ;TA LATIO To CA%M OR I MIN" L1114.SEPARATION TO GLASS Dr SEPARATION STIN TO G I(StE SCHEDULE �--(SEE SCHEDULE ON S rx, OF OIASS\�, SHEET HEET 11) CLASS-- ALTER ANCHOR I LOCATION EYISTZ_j ( WAL� 3/8 1 #10 3/4'HEX 2'.6*MIN.WOOD 7 3/8 WAS�ER HEAD TEK DECK REQUIRED S OR 2.6'MIN.WOOD SCREWS a 12�..c (No FINIS -A—, ALLOWED) DECK REQUIRED(NO FINISH ALLOWED} -EDGE F CAB 7r EDGE OF DECK IF APPU LE IF APPLICABLE 19 EDGE 0 DECK .=:fff'/ WE.IF APPLICABLE 1/4',II,;20.x3U/S1;S.S. �4 4 TAI NEAR —2_u /4'0 TAPCON OR TAPCON APCON WITH ADVANCED MACHINE SCREWS- 1/4-0 TAPCON OR TAPCON WITHADVANCED -CHNOLOGY Min 2"IAIN­ 2.4 TTH,RFADFORM TE _'o NUTS -0 TAFICON OR TAPCON WITH ADVANCED THRFADFORM THREADFORM TECHNOLOGY W/1 1/2 SILL PLATE ?H W/ 1 1/2"Min.PENETRATION 11 1/4 J _2*MIN— PENETRATION.OF THREADED 2 'D. TECHNOLOGY W1 1 1/2-Min,PENETRATION OF THREADED AREA TO EXISTING WOOD HEADER.(SEE IREQ OF THREADED AREA TO VOSTINO WOOD HEADER SCHEDULE ON SHEET 15) AREA TO EXIMG WOOD HEADER. (SEE SCHEDULE ON SHEET 15) _3 (SEE SCHEDULE ON SHEET IS) 4 SEE (X)HV WALK—OVER INSTALLATION OV HV WALKSILLINSTALLATION W,!,L0Wsem,8'FOR HV E FLOOR INSTALLATIQN FLORIDA BUILDING CODE(Non High Velocity Hurricane Zolie� 02017 TiLTECO,INC. 02017 EASTERN METAL SUPPLY. INC. BERTHA HVTm ordion Sbutter System AwSmS,Am Hv.Aacp -ADE#1 W1 OR W/O KV.WINDOW BLADE TICCIT TESTING ENGINEERING COMPANY American Shutter Systems �L-V.—N. IDEscRipnot4 vAir DRAWN BY.. Lr- Association, Inc. I OLD 15-CI15 DATE, 07/27/T7 6355 N.W.3M,SL�S�.J05,AR(in4A GAADEN&FIGROA 3310t A J, 4268 Westroods Drive 2 (305)871-1530.F..:(303)871-1531 —DRAWING Na g'- -0: West Palm Beach, FL 33407 3 ES-0006719 4 17-107 .Z.O&AL 00 WALTER-k TILUT Jr.P.r FLORIDA UC..j 44167 5 SHEET F.E. SEAL/SIGNATURE/DATE 17 OF 20 END INSTALLATIONS HV BLADE ORtI A WINDOW BLADE INTO 2"x4" MIN. WOOD STUDS -2•x4•YIN.WOOD STUDS RCOb. 2 it'Yat wT%N) 2'xd-WN. \ `, .: \ ).:•. - SVCS REO-D. TN?COt! ' • './ 2"v4`Y:tt PM1CN1tE) O\ rY' u///tlrxe 8' \ OC. STtMQ7 wAL _�. \ \\ // a PEREFRAfn0NmuRRP J \ 1 •1\\ / ' (AS fpPLIGAI.E) (A4 A IS/2�'SPFTi W/.1K 1 EXISTING cuss-\ E%MR4 Cuss'SUWV" nz�-f' J i i nvc ctA55 141 9p/RF.ItW •-1/2'WIN.COX - TO D1,5 Imo-= MtL i�v'AWrON w 543?HLMYI ro aA4(9f m OAA (SEE i/2•Tett Co. m'DV$e{•3.E s � ` - M,mmJ. 1Jte w�. Wim! 11"11I9X"(D 5afrnuLC w stLTT v�YF,Vw. t/2' , fit 9.W muN W Blt'2T t4 FDR (BC12 FOR W-YB)CWIT. ITT,, Inea Coz It FM U/LE IDrw ON_ H SHEET 19 FLYW CLP33i i RY@WC.• ar.00S D. �Q. WU.H J { ag+9ESQ�&�It a resQB +J2•u@t /E NM- ( R55H +Inst/2•sYS. i YwE1NY1.F•�•-y, ate C.C. E+o.l/x'sYS. o _S� � Fea@s-Ye q16 F. L .. LWii�t_Twp�++s a TQ. V 1 S OEruL%FTC,R 9 emERme @T. OR / OR SffiE To tRBET DEbd.%FOR , SFE[E1'wl%FCR SO CDNNECTQN r{�r(8].�}aQryO�•£y4r 3vE f -arao- e�- �•�g-u�•�-I�•a- 2'cl}'�' a•�-�•�•�•a- 5 �.�;�� -�O- ND CONNECTION DETAIL 9 END CONNECTION DETAIL 0 END CONNECTION DETAIL(2j END CONNECTION DETAIL!8) — 0*7. @ REOYWED 01kY FCR FPA CRFAER t+Y.V J,�Gu55 2'R.'YR4 .-1/4-@ iK'CQN HtP 1J4"O TfFC6N X t01J2�Y.Y:S. —.•_ _-• -- —' BAMS H£O'8 W/t'172•YRi. W/!1/2" K(\010 Q.C. EABDNc cuss-. F&IEmARQN o 12"o.c. m { ! ♦ SEE UMIFATtONS OF USE FOR PENLiRtTIC.v O 12'O.G _ --- tJ2 I, SDEDAX 03 SHEET/)l �Kd 11 FM MACEI)NOd 4 BLARE,lA ON SHEET 19 BOLaAL W SEEP .i I 1 0IL£'i�C7,}� _-•`-::� t FDR BLYEQ7.Yi}, I'♦'�y _,�•_--+' -. ^.q-r+ ON 41LLT t9 FOR I/2 YN •� I/ ,,/" _ 1 v �OR^@ 4 5 i v, / t� (',(DOR 8I 4 4 6 Qet 10'+ @C¢iQR�tURl+-Y �LAT<3�L ¢-O-C O-d-C d - a 8•c'I-n t Wt11 FW91 2":�•uW.O6C / wE" ' PLAN L 0.13'`-© :TVaB REo•o. F1RGN "`a9.£d'-�.'t3'10.@- . O fl T-G O r O M 6.t-5-07.CO- a- �•;�-0-@-0.ar ®-�Gra.a�s.a o-a-�•a�-�•r END CONNECTION DETAIL �1�' END CONNECTION DETAIL 12 FLORIDA DURING CODE Non High Velocity Hurricane Zone �/r 02017 TIL7ECO,INC. Cq 2017 EASTERN METAL SUPPLY;INC. T = BERTHAHV IM ASS iE C O .Accordion Shutter System s Q H.Y. BIAM#1 W/OR W/O KV.WINI N BLADE '� �� •t�" TILUT TESTING & ENGINEERING COMPANY American Shutter Systems WV.N DESCRIPTION DATE DRAWN BY: L.C. %'p5@ er 8355 N.W.3681 SL ,.t@ 305.HRCI)iW C.\RCQ+S,tta@DA 3318 Association, Inc. 1 OLD 15-0 5 7/27/1 DATE; 07/27/77, pnene.1(305)871-1$30.Fo.•(305)971-1531 4268 Westroads 4DP4ve 2 DRAWING No ...•, t�� ;' a �Vit sQ; -sa West Polm Beach, FL 33407 3 II j�NAL.�+'}`�"'•. WALTER A.TIWT Jr.P.C. 4 17-107 P.E. §6L/SIGNATURE/DATE FLORIDA Uo.f 44167 3 SHEET 6 18 OF 20 BERTHA ( ACCORDION SHUTHR t=M WORKING IN • GENERe! LMRATIONS AND SDNDITIONS nE USE,FOR_, 1.MAX.A.S.D.DESIGN PRESSURE RATING:+110,- 110.P.S.f. 2,MAX.SHUTTER SPAN:66' 1 ALLOWED MOUNTINGS A,p.G&H ON SHEETS 6,7:AS WELL AS ,�. MOUNTINGS M,0,T;U&W ON SHEETS t6&17. 2 , ONLY CENTERMATES 2 (80TH W/ 4 OR 2 AR ALLOWED WITH I S ..Fi eCOu��{, (}2.y IN A Sri�ET OR OPPNG LAUT.IN CASE OF gPPOSiNC g.04� N `CJV (�y011T, 5 IAUST BE INCLUDED ONLY AT EXTERIOR ACCESS SIDE OF r1$a0 CEti ERM TYP.EA.ENO J J • J • f 5.(A)HV WINDOW BLADE CIA SHALL ONLY ALLOW A MAXIMUM OF 5 OPENINGS (3•a HOLES)FOR 8 PERVE AT.SPACINGS SHOWN ON SHEET 4. MAX:5 WINp0Y15 n J J • • f f !• OF MIN.ANY 3CO�NA 0 FqR©SHALT,BE TOP OR BOTTOM EDGE OF tN WINDOW BLADE T�h, ALLOWED AT,FN w WMDOYt BLADE f (C) OW OR (10 BLADE COMING Otti'FROM STARTERS AT CLADS MAY 8E HV WINDOW BLADE 1 J J I J f J 1 ! A-� ff f f (p)NV WINDOW BLADE.�MUST BE USED ALTERNATE TO A SOLID MV BLADE 1Q THROUGHOUT SHUTTER'S WIDTH. J J r 't (E)C .RIIATES SHAL ALWAYS.BE INSTALLED.ADJACENT TO A SOLID HV f• 81ACE t�AT EITHER 5LDr.OF THEM. ` gg SEE END "$ (F7 PGLYCARSONATE HV WINDOW 4 SMALL BE INSTALLED 50 TtuLj.TABS FACE SEE EN ROH, J e t J t THE INFERIOR OF THE OPENING 8 NG PROTECTED,HV WINDOW(4j7 MUST BE 2 f4 f ONLY INSTALLED AND LOCKED USING A HV SETTING TOOL PROVIDTD BY ASSA, DETAILS ON SHEETS t t ,� R§ 0 INC. 10& 18 TYP_ 3 FULL HEIGHT.—" �B�� 6.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO WOOD FRAME BUILDINGS ON SHEET 15,AS LIMITED BY SPAN AND DESIGN LOAD(SEE NOTES I IP P I &2 ABOVE). 6K � 7.SEE ANCHOR SPACING SCHEDULE FOR INSTALLATIONS INTO POURED tv %$ CONCRETE OR CONCRETE BLOCK WALL ON SHEETS 12&13 AS LIMITED BY II SPAN AND DESIGN LOAD(SEE NOTES I&2 ABOVE). �{ 8.MINIMUM SEPARATION TO GLASS SCHEDULE,PER ASTM E-1586: PLAN REO S_•",_-S_-FFOR , UIREMENTS) H TOP& OM WsT'E4 7 Vk'i7 tE7OF9USIESH«F'-,T 5aFFiCEfRT- :1©, VLk-" 1: WINO ZONE NiN_tMUM$EPAYt"R^O N ... TO GLASS —UNLIMITED WIDR{ "N.SEPARATION T° A� 1 THRU 3 EXISTING G - ELEVATION _1S_- _ 4 6.25• _-----------------5 --_ _ 0 CENTERMATES& W/C2=0 S� T %\ � \ 7D1 Typ, SYIAM RI CENTERMATES 27 l`5' .,,`�' `.✓�'� �� I (salsa¢& ,� W/ fo S$�IS 5 ON'E 4 ABOVE) Pj.ANN. � J TYPICAL In HY BLADE WORKING IN UNISON WITH HV WINDOW BLADEAA SHUTTER* --- - FLORIDA BUILDING CODE(Non High Velocity Hurricane Zone ............... � rsfi 02012 TILTECO,INC.A/•: 02017 EASTERN METAL SUPPLY, INC. a' :' El� % _ /� //��w BERTHA HVTM Qw w �AAccordion Shutter System 11r� rlv.eI.AnE#I w/OR w/o�:v IMND(NJ BLADE '� Q+ TICCIT TESTING & ENGINEERING.COMPANY AmedCan- Shutter Systems Ev.H .DESCWPTIGN DATE DRAYrN BY: L.C. "�[Nj ASSOCIOfIO�f, Inc. I OLD 15-085 7/27/t .DATE: 07/27/17 63W 11N.36In-,s, L 3qs:Vlftth A GWIDIS,.FLOROA 33�e .,4268'Westropds Drive 2 I Ptione:(365)871-1530.Fee;(305)871-1531 -DRAWING NO _r3`,.'e•1Q 1 c m 1: OD060aol.eam West PotYn Beach, FL 33407 5 f 7^�'{}7 V�11tf ' fr EB-D00571s WALTER A.TIWT Jr.ME t ' ...... FLORIDA Ue./44187 5 SHEET P.E. SEAL/SIGNATURE/DATE 6 19 or 20 vz' G015•THICK 1` INSTALLATIONS Wr)HV BLADE & HV CENTERMATES 12'0�'L+DA I Min.ASTM A-553 GRADE 10 Win• ....,VARIES o Min.G-6D GALV STEEL W 2"Mo.. 43b INTO METAL STUD WALLS * 5°� 083• METAL STUDS AT 16'O,C. �•oma. ---- a 6'o.G. 4p 41 1/4"0 NOMINAL C, - - -- t/x' •^ 3I G i A CONDITIONSO ALUMINUM 5!EEVE i 12 0- FOR BERTHA CI HV BLADE ACCORDION SHUTTER 6063-T5 ALLOY C1 3/4'.6 1/4':00351t6CK Min.' 43c 430 o1 N g _ SYfi1T'M INSTTAAt L6DON TO METAL,STUD WALLS o CONT.GALV.STEEL TRACK CHANNEL.I a 6•D.C. a 6•D.C.^. I SEPARATION T(} GLASS SCHEDULE 3.opo' ASTM A-663 GKADE 40 Min.G-60 I GALVANQE0 FASTENED TO sums I ). MAX. A.S.D. DESIGN PRESSURE RATING: +75, - 75 (psf) '�Max. w/(2)/6x1/2'TEK SCREWS ON I EXISTING FINISH C� I I I a INTERIOR N EXTERIOR rACE , AS APPLICABLE N 2. MAX. SHUTTER SPAN: 84" WIND ZONE MINIMUM SEPARATION Ida. + I. i MIN. SEPARATION W 3..ALLOWED MOUNTING: MS ON THIS SHEET. ASTM E-1996 TO GLASS EXISTING GLASS-1 To Gess 43 ,]„/4"1�-20X3" BOLT (SEE SCHEDULE) 43 a I THRU 3 7" ) 4. ONLY ENTERMATE 21 W/ 24 HV LOCK ARE ALLOWED MUST' PENETRATE 3C 1" WITH 21 ARRANGED A SY METRICAL LAYOUT. I n USE 0 (2) 35 (6" LONG, MINIMUM) MUST ALWAYS BE 4 4" 1 3/4'.a 1/4'a O.DJS"THICK Mn EXISTING FINISH I INCLUDED AT-EXTERIOR OR INTERIOR ACCESS SIDE OF x5p- x-373 o� rCONT.CALV STEEL TRACK CHANNEL,I AC.APPLCABLE CENTERMATE. i ASTM A-653 GRADE is Min.G-60 �w t?)ZB6 FASTENED ST TO -SznwSm;N I. 43C 430 I t �? — INTMOR 1g EXTERIOR FACE I 0:6 OC 0 6'O.C. H n 1/a"0-2a THREADS IL *# BLADE SLACK DETAIL HVF IS ALSO VALID FOR d3 t fd"0 ELCO COtiSTRUCfIQN • W _ 1/2' T2 3B CENTERIItATE 21 APPLICATION WITH BLADE 1D G F R- K D •x 1 1/2"x 0.035'THICK w ::'•vARI&S 0 6360.0. COMPONENTS ASTM A-653 GFIADE 40 '. ;" ;; Min.G-60 CALV.STEEL 1" -'•= `.1 MS WALL HEADERr IL INSTALL�QN —EXISTING FINISH AS APPLICABLE SCALE: 3f8`= 4" METAL STUDS AT 16'O.C. Mip. :0.'`o-' ',..:I t (TYP.Top&BOTTOM) t !—_"—`-' _ — ———— —— — ————————— _— t N/T4•GALV.I STEEL 0.035-THICK CtHANNEL, ZEXISTNG CLASS _ C- - MA-653 CRAVE 40 Mia.G-60 LVASVI2EB FASTENED TO STUDS X6.1/2`1EK SCREWS ON SY ,4436 4 ! t MIN.SEPARATION VARIESERtaR A EXTERIOR FACE CENTERMATES W/ 'I i 1 i 'CENTERMATESTOGLASS '(SEE SCHEDULE) MET RIOR ACCESS SIDE INTERIOR ACCESS SIDE -04 6- N6"t (TYP_) I . 3 tai".) --- ----------------- --— -- -------------� — --------_-__ i — y _ — — - ----- -- -- -------- ---------- ------ - ------' -- — ---------^ --- --- r� 21 �^T1 LOCATED}{ 4 42 l \ HV HEADER/SILL ENDS-Nd VIEW 3 1/a-(TyP)— 1,-­-­-7-- - !1' 24 6 Tlx MAx:SLACK **-- SIDE CONNECTION TO TRACK \/ 6 1/2'(TVP•?.._.... ° _7" _ Myr ffiV8 BLADE SLACK DETAIL HVF ,Ik�/.9 FLORIDA BUILDING CODE(Nan Nigh Velocity Hurricane Zone ,EPEE02017 TILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. A T���r;;� BERTHA NVTM ■ ■ ■ KV. Shutter System .BLADE#1 W/OR W/b H.V. WINDOW BLADE y$i !/�. •� %�: TICCIT-TESTING k ENGINEERING COMPANY American Shutter Systems LY.N DESCRIPTION DATE DRAWN BY: L . ` 6355 N.M.36th.SL S, 345.•R°N,A GARDENS.FLORAA 3316 A$soolatlOn, Inc. , OLD 1`J-obs 7lzr/T DATE. 07/27/17 - 'a. ' Phone:(305)871-1530.Fox:(305)871-1531 4268 Westroods Drive 2 DRAWING No o mEB KI ftEcom West Palm Beach, FL 33407 s 17-107 WALTER A TILLIT Jr.P.E. FLORIDA L1c.9 44167 `+ SHEET P E, SEALf A7 jDATE. 6 20 8E 20