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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED � Date: / • Permit Number: A/' / R E CkkEQ D Building Permit Appl cation JUL 19 201 Planningand Development Services Permitting Department Building and Code Regulation Division St. Lucie C LI n FL 2300 Virginia Avenue,Fort Pierce FL 34982 r Phone: (772)462-1553 .Fax: (772)462-1578 Commercial Residential PERMIT APPLICATION FOR: PR�Q�PCISED INFROUEMENT LOCATLC�}I�: Address: Legal Description: Property Tax ID#: ! OroLot No. Site Plan Name: Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DET ILED D'E�SCR�IINT,ION OF ORK: \o S\ CQ STRUCTIQ INFORMATION: Additionlal,worktobepertormed under this permit—check all that appy: —Mechanical, =Gas Tank _Gas Piping Shutters _Windows/Doors _Electric _Plumbing _Sprinklers _Generator _Roof Pitch Total Sq. Ft of Construction: ' Sq. Ft. of First Floor: Cost of Construction: $ `�'1 C� Utilities: —Sewer —Septic Building Height: ODUNER/LE�S�S =E: CONl'RACTOR; NameName: �t�-- Address: 5Company: City: S , L State: Address: 1— o 5 Q_ Q4 VNK— Zip Code: Fax: City: , S State:_�a.�'_' Phone No. �� t 3 Zip Code: ct �>�{ Fax: E-Mail: Phone No 7 �7 L9 Fill in fee simple Title Holder on next page(if different E-Mail \ from the Owner listed above) State or County License If value of construction is 2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSTRUCTION LIEN LAW INFORMATION: DESIGNER/ENGINEER: _Not Applicable MORTGAGE COMPANY: _Not Applicable Name: Name: Address: Address: City: State: City: State: Zip: Phone Zip: Phone: FEE SIMPLE TITLE HOLDER: _Not Applicable BONDING COMPANY: Not Applicable Name: Name: Address: 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 commencing work or recording our Notice of Commencement. Sign re of Owner/Les ontractor as A nt for Signat�rniontractor/License HoSTATE OF FLORI ��, STALORIDA , ��' COUNTY OF �' �� 9 COUNTY OF ¢�N The f r oing instru t was acknowledged before =o The f r oing instr nt was acknowledge f �EP this day of 20 by w this day of 20� ��z oo=2 Oar ¢Ux v 6- h i. a l�k /d i UJ �� �w � _ a e of person ackno 1 dging � (Na of erson acknowled i g) A. (Signature of Notaryub c-State of Florida) (Signature of Nota ubl'c-State.of Florida ) Personally Known /OR Produced Identification Personally Known OR Produced Identification Type of Identification - Type of Identification Produced Produced Commission No. (Seal) Commission No. (Seal) REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE RECEIVED DATE COMPLETED Rev. 712014 MAXIMUM ANCHOR* SPACING (in) SCHEDULE FOR A GNEN MAX.• SHUTTER SPAN SPECfFICATIONS ON ANCHOR REQUIREMENTS:FOUREQ CONCRETE OR CONCRETE BLOCK SUBSTRATES e.S.D,DESj�• NECeTNE PRESSURE RANG AND A CORRESPONDING MOUNTING TYPE FOR ONCREIE oR coNcgm BLOQK' INSTALLATIONS (SEE MOUNTINGS E G,&H ON SHEETS 6&7) 1,ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: PODRm CONOMWCONCRE E BLACK POURED QONCF= (A) TO EXISTING POURED CONCRETE: (Min.VC -3 ksi) WALL SILL MOUNTING 0 CEILING MOUNTING 1/FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. (Min. Pc= 1uwMUM ANCHORS SPACIN• LEGEND - 1/4"0 x 3/4'ALL POINTS SCUD-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT& SPECIALTY COMPANY. (Min.1'c- (R)SPAN SA,DMG(FkGtiNE PRESSURE RAM SD.DESIGN IZATNE PItMIRE RATING .T)MM MCATNE.MSS M. RAING pst) - 1/4"0 BLUE TAP CONCRETE ANCHORS Wj CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.Vc - 2 ksi) TAPCON OR 1/4'0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPEC 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 TAPCON WITH ADVANCED - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCM is 12 10 4 e H 6 5.5 is 72 50 9 8 8 6 6 14 12 10 9 8 8 6 6 THREADFORM TECHNOLOGY (Min, rc =3 ksi) 3'-0' 14 12 10 9 8 8 6 6 14 12 t0 9 0 8 6 6 14 12 ttl 9 8 8 6 6 ALL POI SOLID-SEF OR LESS 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 52 10 9 8 6 6 5 BLUE TAP W/CAP NOTES: 14 12 10 9 8 8 6 7 14 52 10 9 8 a 6 6 14 12 10 9 8 8 6 6 A.1) MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AN 74 12 10 9 a 7 5.5 3.5 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 TAPPER+ ANCHORS IS 1 3/4',AND FOR BLUE TAP Wj CAP ANCHORS IS 1 112". 4'-0' 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5.5 14 12 10 9 8 8 6 4 14 12 10 9 a 8 6 4.5 14 12 10 9 8 6 4 3.5 A.2) MINIMUM EMBEDMENT OF 1/4'0 x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE 7/8'INTO THE POURED CONCRETE. NO EN 14 t2 10 9 8 8 6 45 14 12 10 9 8 8 6 54 14 12 10 9 8 8 6 45 INTO STUCCO SHALL HE PERMITTED. 1/4"0-20 S.S. MACHINE SCREW USED SHALL BE 1 1/2"LONG MINIMUM SHOULD STUCCO 14 12 10 9 7.5 5.5 3.5 - 14 12 10 9 8 8 6 5 14 12 10 9 8 7 5.5 4 •SEE Wa0A1'4 S OF USE FOR EXIST.AND I'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 6 6 45 `SA CN SHEET t9 5'-O' 14 12 10 9 8 7 4 - 14 12 10 9 8 6.5 5 3S 14 10 8 6.5 5 3.5 3 A3) IN CASE THAT PRECAST STONE, PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FL 14 12 10 9 a 7.514.5 - 14 12 10 9 $ 8 6 4.5 14 /2 10 9 8 6 4.5 .75 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INC 14 t2 9.5 7.5 6.5 4.5 - - 14 12 10 9 8 7.5 55 4 14 12 10 9 8 6 4.5 35 NOTES AI)&A2)ABOVE. FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINE 6.-0. 14 12 10 9 8 8 6 - 14 12 1O 9 8 8 6 5 14 12 10 9 8 6.5 5 35 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 4 7.5 5S 3 - 14 12 t0 8.5 7 SS 4 3 14 12 8 6,5.5.5 4 3 14 12 10 9 8 6 - - 14 12 10 9 8 6.5 5 3.75 14F12 10 8.5 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14 12 8 65 5.5 3 - 14 12 10 9 8 fi.5 4.5 3S 14 12 10 8 7 5 3.5 3 - 1/4-0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED 8Y I.T.W.BUtLDEX. 14 12 1p 9 8 8 - - 14 12 1a 9 8 7 5 4 14 12 10 9 7.5 5.5 4 3 - 1/4"0 x 3/4'ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECIALTY COMPANY. 7•_D. 1{ 12 50 8 6.5 4 - - 14 i2 4 7.5 6 4.5 3.5 - 1 A 7 55 4.5 3.5 - - - 1/4.0 BLUE TAP CONCRETE ANCHORS Wf CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. 14 12 70 8.5 7 4 - 14 12 10 9 7.5 5.5 4 - 1 12 9 7 7.5 4.5 - - - 1/4"o TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS, INC.,AND DISTRIBUTED BY ALL POINTS SCREW, BOLT&SPECI 14 11 7 SS +S - - 14 12 10 9 7.5 5.5 4 - 1 12 9 7 . 45 3 - COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIAT 8'-0' 14 12 10 9 H 6.5 - - 14 12 10 9 8 6 4 - i 12 10 8 6.5 5 3.5 - NOTES: 14 12 8.5 7 54 3 - 14 12 8 6.5 5.5 4 } - 2 9.5 6 5 4 3 - - 8.1)MINIMUM EMBEDMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP V1/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4"AND 14 12 9.5 7.5 6 - 14 12 9.5 8 64 5 - - 1 12 8 6 6.5 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1'. I3 9.5 6.5 5 3.5 - 14 12 10 8 6.5 5 - - 14 12 8 6.5 5 4 - 9,_D. 74 12 10 9 8 - - - 14 12 10 9 7.5 4.5 - - t4 12 0.5 7 5.5 4 - - 8.2) MINIMUM EMBEDMENT OF 1/4b x 3/4"ALL POINTS SOLID-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE B 14 115 7.5 6 4 - 14 it 7 5.5 S 35 - - 11 54 4.5 3.5 - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'4-20 5.5. MACHINE SCREW USED SHALL BE 1 if2"LONG MINIMUM SHOU M 12 8 6.5 4.5 - - 14 12 85 7 5.5 4 - 14 104 7 55 6 4.5 - - EXIST,AND 1'MINIMUM FOR WALLS WITH NO STUCCO. 11.5 a.5 5.8 4 - - - 14 12 9 7 8 4.5 - - 14 11 7 5.5 4.5 3.5 - - TO'-D' 14 12 t0 9 7.5 - - - 14 12 10 8 6S 5 - - 14 t2 a 6 5 4 - - 6.3)IN CASE THAT PRECAST STOW.PRECAST CONCRETE PANELS.PAVERS OR ANY VENEER HE FOUND ON THE EXISTING WALL OR FL( 14 TOS 7 5 3.5 - - 13 9.5 6.5 5 4 3 - - 10 75 5 4 3 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDI 14 11 75 5.5 - - - - t4 11.5 9 6 5 4 - - 12.5 9,5 6 5 4 4 - - NOTES B.1)&8.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL 5ND5 CONSULT THIS ENGINE TOS a 5 - 14 12 8 6.5 5.5 4 - - 13 10 6S 5 4 3 - - FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 11._O. 14 12 10 - - - - 14 12 9 7 6 45 - - 14 104 7 55 4.5 3.5 - 12S 9.5 5 I2 9 6 4.5 4 3 - - 9 714.513.5 3 - - (C) ANCHORS SHALL HE INSTALLED FOLLOWING%.(.OF THE RECOMMENDATIONS AND SPEGFICARONS OF THE ANCHOR'S MANUFACTURER. 4 10 7 - - - - - 14 10.5 7 5.5 4.5 - - - 11.5 8.5 54 4.5 3.75 - - (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(E.D.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. SIS 7 4.5 - - - - - 54 11.5 7.5 0 5 - - - 12 9 6 4.5 4 - - 12'-0. 14 12 10 - - - - - 14 12 8 6.5 5.5 - - - 13 10 65 5 4 - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: 115 84 t.5 - tt 8 5.5 4 3.5 - - - 8 6 4 3 - - - MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES 1HOICATED BELOW.FOR E.D.LESS THAN THE INDICATED.REDUCE ANCHOR SF 13.5�12 - - 13 9.5 6.5 5 4 - - - 0.5 8 5 4 - - - BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWNG FACTORS. - 14 10.5 7 5.5 4.5 - - 11 SS SS 4S 3.5 - - - REDUCED SPACING OBTAINED USING FACTOR SHALT.NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 14 - - - 14 11.5 7.5 6 5 - _ - 12 9 6 4.5 a - - FACTOR TOS - - - - 10 7.5 5 4 3 - 7.5 s5 4 3 ACTUAL TAPCON WITH ADVANCED TAPPER + EDGE TAPCON ALL POINT SOLID SET BLUE TAP W CAP T25 8.5 - - - - - - 12 9 6 4,5 4 - - - 9.5 7 5 4 - - - - THREADFORM TECHNOLOGY j MIN. SPACING g g - - - - - 13 9.5 8.5 5 - - - - 10.5 7.S 5 4 - - - - HV BLADE OR DICTANCE ti 12 - - - - - - 14 10.5 7 5.5 - - - - ii 8S 5S 4S - - - C £.D. MIN.SPACING-3" MIN.SPACING-3' MIN.SPACING o 3 1/2' MIN.SPACING 3' 3 3/4' 4` 14'-0' 1p 16 - - - - - - 9 7 4.5 3.5 - - - - 7 5 35 3 - - - V BLADE W POURED CONCRETE& POU.2D CONCRETE 07NCREE g POURED CONCRETE& POURED CONCRETE&POURED 00Np�E V WINDOW CONCRETE BLOCK CONCRETE @LOCK CONCRETE BLOCK 155 8 1t 8 5.5 45 - - - 9 6.5 45 - - - - LGlL E¢,.3' A(td F.O.=3 1f2' MN.EM tfY MN£D.=3 t L'.N ED.•3' Mli '3 ifY LI^H.M. 7.5 - - - - - - 12 9 6 - - - - - 9.5 7 45 - - - - 3" 1.0 0.90 to 0.78 1.0 0.84 1.0 I5'-O' 14 - - - - - - 135 10 64 - - - - - 10.5 e 5 - - - - BLADE WORKING _ _ _ 9 - - - - 4 - - - - - 6,5 5 3 - - - - - IN UNISON ♦ 2 7/2' 0.81 - 0.51 to yp - - 10.5 B 5 2' 0.71 - - 0.51 7 - - - - - - StS&5 55 - - - - 9 6.5 4S - 0.91 - - - 0.43 - ]6'-0' 14 _ - - - 125 9.5 6 - - - - 10 7.5 5 - - - - - 1_11/2- 0.35 - - - 0.35 g - - - - - 4 - - - - - 6 4.5 3 - - - - 95 - - - - - 95 7 5 - - - - - s 6 4 - - - -p FLORIDA BUILDING CODE(Hon High Velocity Hurricon( 0-IR A........ r a_ @2017 TILTECO, INC. Q2017 EASTERN METAL SUPPLY, INC. s' BERTHA HVTM �. ECO ,N C. A S S A Accordion Shutter Sys i �4 t• L ■ ■ ■ ■ H.V. EVADE#1 w/OR W/O H.V. WINDOW BL TILLIT TESTING & ENGINEERING COMPANY American Shutter Systems EV.No DESCRIPTION DATE DRAWN BY: ��:• rl4j� Vi'AL 6355 N^35Dt St,Sf 305.NI5cwv GAR055.FLMDA 3316Association, Inc. 1 OLD T5-085 7/27/1DATE: 07/; SII e� Phone (305)871-1530.Fox:(305)871-1531 4266 Westroads Drive 2 DRAWING t �'`'l•,.01�![}�,.\ ti A4 a-mad:tiltcco6ao4com West Palm Beach, FL 33407 3 ����/ ••••••••• \�� tF11 WALTER A,1IILLLTt9r.P.E. 4 -� P. �SC�A j,J T 9E DATE FLORIDA Lr #44167 5 SHEET F6 13 OF I MAXIMUM ANCHOR* SPACING (iii.) SCHEDULE FOR A GNEN MAY SHUFTER PAN a c D DESIGN NEGATIVE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPF FAR CONGREiF OR CO BLOCK INST�lA ON (SEE MONNiNGS 1,J.K&L ON SHEET 7) POURED CONCRETE POURED GON(RETE CONCRETE BLOCK ANCHORS SPACING 1_EGEND t WALK OVER& 7 7RENCti Jt�RIUNGUARD MOUNTING (E WALL/FLOOR MOUNTING ©WALL/VIALK OVER MOUNTING TAPCON OR ummuM SS A.SA OFSai 4EGANE PRE sm MS .DWI 6EGAx PRWge RAU%G(Pd ksD.0!724 NWATNE plMm ROM ASA OESM 4EGATK FTZWAM PAM(Po TAPCON WITH ADVANCED tn) 3D 40 60 75 90 120 1601205130 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 12O 160 205 THREADFORM TECHNOLOGY 14 t2 10 9 8 8 6 6 12 12 12 12 12 1S&5 65 7 7 7 7 17-17 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET X-0' 14 12 10 9 E. 8 6 6 12 12 12 12 12 12 9.5 7 7 7 7 1 7 1 7 7 17 7 5 5 5 5 5 5 5 5 BLUE TAP R LES$i4 S2 t0 9 8 8 6 8 12 12 12 12 0.5 8 6 4.5 7 7 7 7 7 7 7 KS $ 5 5 5 5 5 5 5 14 12 id 9 8 B 6 6 12 12 12 12 12 10 7.5 6 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 TAPPER+ 14 12 10 9 8 8 6 6 12 12 12 12 15&5 6S 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 4'-0' 14 12 /0 9 8 8 6 6 12 12 12 12 12 LS 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 f0 9 8 8 6 6 12 12 12 9S 0 6 4.5 3.5 7 7 7 7 7 7 6S 5 5 5 5 S 5 5 5 5 14 12 70 9 8 e 6 6 12 12 12 12 !d 7.5 5.5 4 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 74 12 10 9 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5.5 4 3 5 5 5 S 5 5 4 3 5-0" 14 12 10 9 8 8 6 6 12 12 12 12 t0 7.5 5.5 4 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 i2 10 9 B B 6 6 12 72 pS 7.5 B 4.5 3.5 - 7 7 7 7 7 7 S 3.5 5 5 5 S 5 5 5. 4 14 12 10 9 8 8 5 6 12 12 t2 95 8 6 4.5 - 7 7 7 7 7 7 5S 4 5 5 5 5 5 5 5 4 * SEE ANCHOR 14 12 10 9 8 H 6 6 12 12 1.5 9 7.5 55 4 3 7 ] 7 7 7 4.5 3S - 5 5 5 5 5 [45&1 ' !4 12 10 9 8 e 6 6 t2 12 t2 10 8 6 4S 3.5 ] 1 7 7 7 7 7 7 5 5 5 5 5 5 5 ON SHEEN 13 8 8 6 6 12 12 8 6 5 4 3 7 7 7 7 7 5,5 4 - 5 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 10 Ei65 575 - 7 7 7 7 7 6 4,5 - 5 5 5 5 5 4.5 - 1S 12 10 9 8 8 6 6 12 12 10 6 6.5 5 3.5 - 7 7 7 6.5 5.5 4 5 5 5 5 5 7,-0' 14 12 10 9 8 6 6 6 12 12 12 8.5S 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 514 12 t0 9 8 8 6 6 12 10 6S 5 45 3 - - 7 7 7 7 6.5 5 3 - 5 5 5 5 5 3.5 3 14 12 10 9 8 8 6 6 12 12 8.57 5.5 4 7 7 7 7 7 5 - - 5 5 5 5 5 4 0 VAUD ONLY FOR UP TO +70, -75 1412 104 8 8 6 - 12 12 8,5 7 5.5 4 3 - 75S 4S 3 - - 5 5 5 5 45 - - PSF A.S.D DESIGN PRESSURE e,-0. 14 12 1a 9 8 8 6 - 12 12 OS 7.5 6 4.5 3s - ] ] 7 7 7 7 7 + s 5 5 5 5 s 5 5 RATING & FOR SPANS PER 14 12 10 9 8 8 6 - 12 9 6 4.5 4 3 - - ] 7 7 7 5.5 4 - - 5 5A 5 5 5 4 3 - 74 12 10 9 8 8 6 - 12 it 7.5 6 5 75 - - 7 7 7 7S 6 4.5 - - 5 51 5 5 5 4.5 - SCHEDULE t 3, SHEET i t 14 12 10 9 6 8 12 11.517.5. 6 7 7 6.5 5 4 - 5 5 1 5 5 4 3 - .5 6. - 9.-0. /4 12 10 9 8 8 - - 12 12 95 5.5 4 3 - 7 7 7 7 7 7 6 3 5 5+ 5 5 5 5 5 5 14 12 id 9 B 1 8 - 10.5 8 5 4 3.5 - 7 7 7 6 5 3.5 - - 5 5 5 5 5 4 3 - 14 !2 10 9 8 8 12 10 6.5 5 4.51- 7 7 7 6.5 5S 5 5 5 5 5 1 4 14 72f0 9 B 8 12 0.5 7 5.5 4.5 3.5 - 7 7 5.5 4.5 3.5 - - 5 5 5 4.5 3S - - 14 12 t0 9 8 8 - - 12 ll 85 6 5 13.51- 1- 7 7 7 7 7 7 4S - 5 5 5 1 5 5 5 5 4.5 14 !2 10 9 8 8 - 9.5 7 4.5 35 3 7 7 7 55 4.5 - - 5 5 5 5 4.5 3.5 - - 14 12 10 9 B e - 12 1 9 6 5 4 7 7 7 6 1 5 - - - 5 5 1 5 4.5 5 - /4 12 10 9 8 8 - 12 9.5 6 S 4 3 7 7 5 4 3 - 5 5 5 4 3.5 - 7T,-0. 74 12 10 9 B 8 - 12 10 7 5.5 4.5 15 = = 7 7 7 7 7 7 35 = 5 5 5 5 5 5 5 4 `/ ti t2 10 9 8 8 - - 85 8.5 4 35 3 7 7 6 5 4 5 5 5 5 . 3 '- Y BLADE ONLY 74 12 iq 9 8 8 - 11 8 5.5 S - - - 7 7 7 5.5 4.5 - - - 5 5 5 5 4.5 - - - FF�, L4 12 l0 9 8 1.5 8.516.5 4S-3.5 - 7 7 45 3.5 - - - - 5 5 {S 3.5 3 - 72,-0" 14 t2 70 9 8 - - - 12 9.5 6.5 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 5 4.5 3.5 t4 12' 10 g 8 - - 8 6 -4 3 7 7 55 45 3.5 - - - 5 5 5 45 4 3 - 14 12 10 9 8 - 10 7.5 5 4 - - 7 7 6 1 5 1- - - - 5 5 5 5 4 - - - 1412 10 9 1 8 - - O5 8 5 4 3S - - - 7 6.5 4.513.5 - - - - 5 5 4S 3.5 3 - - - 73,-0'14 12 70 4 8 - 1.5 8.5 6 45 33 3 - -f7 7 7 7 7 4.5 - - 5 5 5 5 5 5 4S 3.5 14 12 10 9 8 7 5.5 3.5 3 7 7 5 4 3 - - - 5 6 5 4 3 - i+ 12 t0 9 8 - 4 7 45 3.75 - - - - 7 7 5.5 4.5 - - - - 5 5 5 14.5 4 - - - 14 �12 10 9 10 7.5 5 4 3 7 6 4 3 - - 5 5 4 3 - - - 14,^0" 14 10 9 - - - O.5 8 5.5 4 35 - - _ 7 7 7 7 7 4 5 5 5 5 5 5 4 3 10 9 6S 5 3 7 7 5 3.5 - 5 $ 5 4 10 9 - - - - BS BS 4 - - - 7 7 5 4 - - 5 5 5 4 - - - - 14 12 110 - 9 7 45 3.5 3 7 5.5 3.5 - - 5 5 3.5 3 - - 15,-0" 14 12 1tl - - - - 10 7.5 5 4 3 - - - 7 7 7 7 7 35 - - 5 5 5 5 5 5 4 3 t4 i2 70 6 4.5 3 7 7 4S 3 - 5 5 45 3.5 - - - 14 12 10 - - - - - 8 6 4 - - - - 7 7 5 - - - 5 5 5 4 - - 14 12 to - - - - - 85 65 4 3S - - - - 7 &5 3.5 - - 5 5 3.5 - - - 16,-0' 14 12 10 - - - 9.5 7 4.5 35 3 - - - 7 7 7 7 6 3 - - 5 5 5 5 5 4.5 35 14 12 t0 - - - - - 6 4.5 3 - - - - - 7 65 4 - - - 5 5 4 3.5 - - - - 14 12 10 - - - - - 7S 5,5 .75 - - - - - :,•JO 4.6/0,, - - - 5 $ +5 - - - - FLORIDA BUILDING CODE(Hon High Velocity Hurricane 4A9/4 � rA �•,,,., „•. ��l a� 02017 TILTECO,INC. Q 2017 EASTERN METAL SUPPLY, INC. ~ BERTHA HVTM iL -T-EC O ,Nc. A■S.S.A■ Accordion Shutter Sys H v H BLADE#� w/OR w/o v. WINDOW 6LA Y Ev.4 American Shutter Systems TILUT TESTING & ENGINEERING COMPANY o DESCRIPTION DATE DRAWN BY. L o • UJ1'' d1 6355 N.W.361h.SG Ste.305,VIRUNW GARDEN$FLCPJDA 3316 Association, Inc. t OLD 15-085 7/27/17 DATE: 07/2 �• { I AA Phone:(305)871-1530.Fax: (305)871-1531 4266 Westroods Drive z DRAWING N t l:tilto.. cal.wro West Palm Beach, FL 33407 3 t�cyj•/y,!•........�(' c-maG E13-=6-E13-=E13-=6-11S1 7-11 �p C�V,l1! %vALTER A.TILUT Jr.P.E. 4 jO�IAL P.E.'S CjStC'%Af6RE/DATE FLORIDA L° 44767 5 SHEET 6 ib OF