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HomeMy WebLinkAboutBuilding Permit Application All APPLICABLE INFOMUSTBE COMPLETED FOR APPLICATION TO BE ACCEPTED - Date: �' d Permit Number: . - O RECEIVED _ Building Permit Applicatio Planning and Development Services JUL o 201 i Building and Code Regulation.Division ST. Lu ie County, Permitting . 2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial Residential PERMIT APPLICATION FOR: PR POSED INP.WEII N111001 ONI'7N: �-- Address: q t /!',�,'y�(V�'/� X Legal Description: Property Tax ID#: do: Lot No. Site Plan Name: Block No. Project Name: Setbacks Front Back: . Right Side: Left Side: DETAILED DE-�SGR�IPT ON ®F WORK: ------------ CC3NSTRlJCTlO ISN F©R�MATION: itiona wor to a pe orme uncler t is permit-check a that appy: _Mechanical —Ga sTank _Gas Piping _Shutters, _Windows/Doors Electric _Plumbing _Sprinklers Generator Roof Pitch Total Sq. Ft of Construction: Sq. Ft. of First Floor: Cost of Construction:$ Utilities: —Sewer _Septic Building Height: t�7U1/NERf LESSEE: CONTRA OR: Name,TM xi /1^A z u c 14 ,=Le-14- Name: �P c1c mss¢-�c� Address: L4 If �h�C -��' Company: ri"(s City: P 7- (-r-,. Gu- f f State: R_ Address: - Fax City: State:Z=LZipCode: Phone No'. , 1 b c-7-Zip Code:73 11 T Fax E-Mail: ,r: Phone N_o �' 7Z2 _:._;...-:,.<:=T::.; Fill-in fee--simple'Title Holder on next page(if different E-Mail !-torh f S i�7 12 i cic ®G°t"t t from the Owner listed above) State or County License BGG -053510 '4--w lEvalue of construction is 2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAIOWA NSTRILN LAW FORMATION. 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 commencingwork or cordin our Notice of Commencement. Signature of Owner/Lessee/Contractor as Agent for Owner Signature of ctor/License Holder STATE OF FLORIDA STATE OF FLORIDA Cid COUNTY OF ,�1• wc(e, COUNTY OF LO The f oing instrumept was acknowledge before me The f going instr me t was acknowledge before me this�day of I 20M_ by this, )__day of 20J by l2A,�aeo (Name of person acknowledging) (Name of person acknowledging) +—� 0 AA L 10 I (Signature of Notary Public-State of Florida) (Signature of Notary Public-State of Florida) Personally Known OR Produced Identification t / Personally Known OR Produced Identification_ Type of Identific 1� Type of Identificati Produced 1V L, Produced Commission No. . Commission No. (Seal) a��erPy,,,� KAREN S. NiEL,SEN I 1111! - %= omm ssion # GG 207 64 ?�t �; AREN S. MANO REVIEWS =, ply C EZE)NlNG Expi esU RVISOR PLANS VEGETA �a TLC-ida TER 2 IEW REVIEW REVIE "% q�l��� RCrrls�O" # ljy m, - DATE June 72, 2022 Pres RECEIVED DATE COMPLETED Rev. SCHEDULE #t SGHEpULE #2 S�F�EpULE #3 MAXIMUM SHUTTER SPAN "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" *" — 41AXIMUM SHUTTER SPAN L+' NOTES, (ft,). FOR INSTALLATIONS W/ �(�iETQ,CAL OR "L-" (ft.) FOR R "L-" (ft.) INSTALLATIONS 1d5TRLiAIlOH'1EGEN0 _ CFNTFRAIATFS. & or(ill or((��??�) INSTALLATIONS W/ W SYMMETRICAL CENTE CONCRETE & WOOD (t) L+;MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE H.V. LOCK @ or �or or CF_NT"An & W/ ONE HV LOCKS MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. HD LOCK W/ NO LOCKING RODS or ONE NV LOCK or or L MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE OR W/ NO LOCKING WALL A. B. C. D, E. M, N. 0, P. 0, CENTERMAi@ 28@ 29 W/ ONE W/ NO LOCKING RODS 0 AS.D. DESIGN PRESSURE RATING. FQ"T'• LOCK 30 W/TWO LO(@K NG (,SEE NOTES t.tt) ODS MOUNTING F, K & L R, S, & V. RODS 35 TOP & BOTTOM .EE (VALID FOR MO TING (2)PROCEDURE TO DETERMINE MAXIMUM SPAN FOR SHEET 7) FLOOR/CEILING G. H. 1, 11, J T, U, W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: �1U1 TTFF^' CONCRETE k WOOD MOUNTING GDNCR 7Fbe�A70 INSTALLATIONS O xM 1:1154 "�'D 1 vAnULK INSTALLATIONS ONS & ,A GIVEN A POSITIVE AS.D. DESIGN PRESSURE RATING, ASO.DESIGN ASC.06ICN AS.D.DESIGN PRCSSURE WALL MOUNTING FLOOR CEILING PRESSURE WALL MOUNTOIG PRESSURE DETERMINE MAXIMUM SPAN -L+"FROM SCHEDULE. I FLOCR/CFJUNC MOUNTING RATwc fiiOUtiRNO �'Y4 RATING GIVEN A NEGATIVE A.S.D. DESIGN PRESSURE RATING, FLOOR/CEILING MOUNTING (v•a.IJ OR I.OR-) _ {.aR-} Rf)OR 47ALL MOUNnNG DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. L t (it) IT—(D k F (Y) 1-(R) k; (ft) I L-(D) L+ (it) 4-(it) O MAXIMUM SHUTTER SPAN "L+-OR "L-'FOR 30 OR_LE$ 16'-0' 16'-O" I6•-0" 16'-0` 30 i6'-0' 16'-O` 30 16'-O' 16'-0' NSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 35 i4'-f0" 1a•-10' 15'-2' 16'-0" 35 14'--10' 14'-10' 35 15'-2' 16'-10" 105 PSI.A.S.D.DESIGN PRESSURE RATING. M.IN7F.iUDETERMINED SPAN BETWEEN "L+-AND"L-". 40 13-10" 13'-SO" 14'-2' IV-2-- 40 13'-10" 13'-10" 40 14'-2' 15'-2"^ (3) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR 45 +_13'-1' 13'-1• IS-4' 14'-3- 45 _ 13'-1" 13'-1' 45 13'-4- 14'-3" t HV CORNER CENTERMATE#3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5" IZ'-5- 12'-6' 13'-7" 50 t2'-9" 12'-5' 50 _12'-3" 13-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS VII/FLOORfCFlLiNG MOUNTINGS: 55 II'-f0" II'-10" f2'-1' 12'-•11' 55 11'-f0" 11'-10" -•-55 11'-1• IV-11" SHALL BE AS INDICATED ON MANDATORY CONDITION Q2 FOR A GIVEN POSITIVE A.S.O. DESIGN PRESSURE -'--....-.-- .�'- ------^ —'--^-- ..- 60 60_ _ 11•-4" 11'-4" 60 IW-2' f0'�i NOTE N5.SHEET 5.5" RATING: -65 10'-10" 10'-10' 11'-i"- 11'-11" -65 10'-Ip" 10'-10" -65 9'-5" 10'-1' DETERMINE: 70 10'-6" 10'-6" i_O'-9" 11'-5' 70 10'-6" 10'-6- 70 H'-9'_w 9-4` Lf+= MAX.SPAN FOR WALL MOUNTING INSTALLATIONS. _ - L2+= MAX. SPAN FOR FLOOR/CEILING MOUNTING 75 10'-I" 14'-1' 10'-4 11'-1" 75 ,0'-1" 70'--1"_ 75 - H-9" tt EXCEPT THAT M4XIMUM SHUTTER INSTALLATIONS. 80 9'-t0" W-10" 10'-0" IV-9- _84 9'-IO' 9•-10- SPAN'L+'OR 'L=AND MAXIMUM A.S.O.DESING FOR A GIVEN NEGATIVE A.S.D. DESICW PRESSURE 85 9'-6" 9'-6'^ 9"-9' 10'-5" 85 9'-6" 9'-6" PRESSURE RATING FOR IN51'ALLATIONS INTO CONCRETE RATING; 90 9'-3" 9'-3' _9'-5- 10'-1" 90 9'-3" 9'-3" OR CONCRETE BLOCK SHALL BE UADTED AS FOLLOWS: DETERMINE: 95 9'-0" 8'-9' 9'-2' 0'-10' 95 9'-0 H'-9" 1- CONNECTIONS TO KEYSTONE MOUNTING Lt MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 100 _ 8'-9' H'-4' 9'-0 u _9'-T 100 8'-9' 8'-4" LIMITED TO +64.-72 P•s.f. AND 8'-0" SPAN, SEE L2-= MAX. SPAN FOR FLOOR/CEILING MOUNTING 1_05 _ W-7" ---7'-11"- 8'-9" 9'-9' 105 _ H'-7' �7'-il" MOUNTING OON SHEET 7. INSTALLATIONS. 110 _ H'-4" 7--7" e'-7" 9'-2" 110 8'-4" 7'-7" FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL 70 THE -115 g'-2—�'_s 5'-4 H-1r 115 H'-2 r-3" SEPARATION TO GLASS SCHEDULE MINILLUk{ BETWEEN"L1t". 12+. "Ll-'AND"L2-" 120 _8'-0" 6-_11• 8•-2' 8'-9"_ 120 M 8'-0• 6-11- (4) TO ANCHOR SCHEDULE 5VFINAL MAXIMUM ,?"5 7'-10" 8' -IO" 6'-8" 8'-0' -5' 125 T-t0'_ '- 68" _ ALLOWABLE &SABLE SPAM AND NEGATIVE A5.0. DESIGN 130 7--8• 6'-5- T-f0' 8'71 130 7',8- 6--5- PRESSURE RATING TO DETERMINE MAXIMUMANCHOR 7•-7" 6'-2- 7•-9• —r-:F, 135 7•-7- -_.t3-2' WIND ZONE SPACING. 140 _7'-5- s'-,r �51=i" 7'-6• `140 7'-5" 51-11" ASTM E-1996 SEPARATION 145 7'-3' 6'-9' 7'-5' 7--3'- 145 7--3" 5'-9" TO OI-ASS 150 7'-2' S'-7' 7'-4" 7'-0" m 150 7'-2" W-7" _,55 7-o'' s'-s' T-z` 6'-9 155 7'-0` s'-s" 1 'fHRU 3 1" 160 W-n' 5'-2.ry-7'-1" 6'-7` 160 6'-u' 5•-2-2° ,65 - 6"-IO• 5'-1" T-o- 6-4" 165 6'-10' S'-1" 170 6'-9' 4'-11' W-11" W-2" 170 W-9" 4'-t i" 175 6'-T 4'-9' W-9' -6'-0" 175 6'-7' W-ze H V B LA D E 4•-e' G-a' 5-10' �- 180 6:_-6" 4'-H" 185 6'-5- 4•-6" W-7"� 5'-8" 185 6'-5" 4'-6" 194 6'-4' e-5" 6^6 5-6. 140 _6'-4' _-✓195 -6'-3' I <'-3" 200 _6•-2" 4'-2" 5'-4' S'-3' »�-200 6,-2' 4'-2• u uu •� 205 6'-t' 4'-1' 6'-3' S'-I' 205 6' FLORIDA BUILDING CODE{Non igh Velocity nUffiC0lTe GOiTe L' ,...... 0201? 111.tEC0.INC. 02017 EASTERN METAL SUPPLY, INC. '�4� ��•-• BERTHA HT tTLTEI�"E_` A.S.S.A■ Accordion Shutter System C a !N C. HV, BLADE#1 W/OR W/O H.V.W NDEV BLADE �,��C/ ' American Shutter Systems -0 4L 1 TILLIT TESTING & ENGINEERING COMPANY REV.N DESCRIPTION DATE DRAWTF 6Y:LILO:Y, L.G. Association, Inc. I OLD 15-085 7/27/1 OATS; 07/27/57 • .�•,• �. `•.(tf./A; SSSS N.Yt.36th.A..Sir.365.MRC..C+ams,nA%DA 3}i8 L Rao"a:(305)$71-1530.F6.:(305)871-1531 426$ Westroods Drive 2 DRAWING No ............ ` '` \ LL a-mal:UINC00-14- West Potm Beach, FL 33407 3 S/ON AL.�`y/1''L^ WALTER -0006719 OTIOLT 5"P.E. 17-1 O7 4 P.E. SEALf StG1SAiURE/DATE FtoR<oA Lla.;44767 s SHEET s 11 OF 20 I I I MAXIMUM ANCHORS SPACING (,in.) SCHEDULE fOR A GIVEN MAX, SHUTTER SPAN. A.S.D. DESIGN NEGATIVE PRESSURE RATING ANDC-d�j SPONING MOUNTING TYPE FOR CONCRETE R CONCRETE ANCHORS SPACING LEGEND POURED CONCRETE SEE YOUNIINGS A,8,4,a,wo on snEEr 6 POURED CONCRETE CONCRETE BLOCK TAPCON OR NU A WALL HEW MOUNTING A WAII.HE DER MOUNTING WAIL HEdDER MOUNTING D WALL SILL DUNTING (Q)WAU.SILL QUNTING C& WALL NEADERfSiF.L TAPC4N WITH ADVANCED SPAN W W/ MOUNTING THREADFORM TECHNOLOGY (k) A.S.O.DFSMiI NEG118E PRFSSUpE FATNG ASA.DESIGN NEGATIVE PREAIAE,MTWC ASO.Ot5R21 ITVATNE PRESSURE RAlINO ASD.DE542!IrxGAlAE PRESSURE RA16iC Dot A5.0.0E'RK7I NECAihE fTiLS5U6E PATR21 ASO.DE9W,NEG4DYE PRE59JRE RABRC{P._. ALL POINTS SOLID-SET 34 40 W 75 90 120 t60 205 30 'I 00 7S 90 t20 too 205 30 40 80 75 80 124 160 205 30 40 60 75 90 120 160 205 30 40 60 75 90 120 160 205 30 4D So 75 90 120 160 205 BLUE TAP 14 12 t0 9 6 8 6 6 i< 1 to 9 0 8 e 0 14 1 10 9 8 8 6 6 14 12 10 9 B B 6 - 14 12 t0 9 e. B a 5.5 'a B 6 8 B 8 7 5.5 TAgPER} 3,-0' 14 i2 10 9 8 8 8 6 1< 12 t0 8 8 8 9 6 14 t2. 0- 9 8 6 8 6 14 t2 to 9 8 a 6 6 14 12 10 9 a a 6 6 8 a 8 8 8 B 6 B OR LES li 12 10 9 8 8 6 S 14 12 10 9 B 8 B 6 14 12 10 9 B 8 6 6 14 12 10 9 8 a 6 3 14 12 10 9 8 0 6 6 B 0 8 8 8 a B G5 t4 12 t0 9 $ 8 6 6 14 72 10 9 8 8 6 6 14 12 10 9 8 8 6 5 t4 t2 t4 9 e SV 6� - ti i2 t0 9 8 [7- 4 8 8 8 8 8 8 a 9 8 7 14 12 10 9 B 6 a 4 14 12 10 9 0 8 6 8 14 12 10 9 B a 6 6 14 12 t0 9 8 7 14 I2 10 B B 5.5 - a B 8 e 8 7 5.5 4 4'-Q" U 12 t0 9 B 8 6-t /4 12 10 9 8 8 6 6 1 12 t0 9- 8 0 6 6 14 12 10 9 8 8 55 - t4 12 10 B 8 6 6 8 8 8 8 8 8 $ 8 14 12 t6- 9 6 S 4,3 - 14 i2 70 B 8 8 8 4 14 12 t0 9 B 8 8 6 14 12 10 9 a 8 - 14 12 10 0 6 9- 8 d B B 8 8 9.5 5 14 12 10 9 0 8 8 + 14 12 10 9 a B 6 6 R 12 to 9 a 8 6 6 14 12 10 9 8 8 - 14 12 10 9 9 6 8 a a 8 8 8 7 5.5 14 12 SO 9 8 6 4.5 - T4 72 to a B 8 8 35 14 12 10 9 8 8 6 6 14 12 10 9 71 - -3- 14 12 10 9 7.5 - - a a 8 8 7.5 5.5 4 ] * SEE ANCHOR 5,-0" 14 12 IO 9 9 B 4.5 - 14 12 10 9 s 8 8 3.5 14 12 10 e 8 8 6 6 14 12 10 B 8 7 `I� 1+ 12. 10 9 8 6 - B 8 B 8 0 8 8 8 14 12 10 9 8 5.5 - - 14 17 r0 9 0 8 4.5 - 14 12 10 9 8 8 fr 5 14 12 /0 4 6 3 - 1+ 12 t0 9 8 - 8 8 a 8 8 7 5 4 SPECIFICATIONS T4 12 i9 9 8 B 4 - 14 12 f0 9 8 8 6 3.5 14 1R 10 B 8 a 8 8 14 12 10 8 0 _1, 14 12 10 9 8 - 8 9 8 B -8 7.5 5.5 a ON SHEET 73 14 11 10 9 8 5.5 J 14 12 10 '9 8 8 4.5 - 14 12 10 9 B 8 6 6 14 12 9.5 75 4 14 12 95 7,5 6.5 6,-0- 14 12 tC 9 8 $5 - - 14 12 20 9 8 a 1.5 - 14 t2 10 9 8 8 6 6 14 12 10 9 8 4 - _ it t2 10 9 8 8 4 - 8 a a 8 a $ 8 7.5 14 12 IO 9 8 3 - 14 12 10 9 8 8 - 14 12 10 9 0 a 5.5 3.5 14 12 10 9 4.5 - 14 12 10 9 7.5 4 B a 8 8 75 5.5 4 3 14 72 10 9 0 5 14 12 10 9 8 6 4 i4 12 10 9 8 8 6 5.5 14 12 10 9 5 - 14 12 10 9 8 4.5 - - 8 0 8 8 8 6 4.6 - 14 12 IO 9 B { - - 14 12 10 9 a 8.5 3 - 14 12 10 9 0 8 6 - 11 t2 B 4A - - - 14 12 B 6.5 5.5 - - 6 a B 6.5 5.5 4 3 7,-0- 14 12 10 9 B 4 - - 14 12 10 9 8 6.5 J - 14 12 10 9 8 6 6 =14 12 t0 9 e - - 14 12 10 9 8 7 - 8 8 8 8 8 8 7.5 6 14 12 10 9 4.5 - - - 14 12 $ O 9 8 { - - 54 12 70 B 8 7 4 - 14 12 10 5.5 - 14 12 10 8 8.5 - - B 8 8 B 6.5 5 3.S 14 12 10 9 7,5 3.75 - 14 12 IO 8 14 12 10 9 8 8 6 14 12- 10 6 - 14 12 TO &5 7 - 8 8 8 8 7 'S 4 14 12 10 9 5.5 3 - - 14 .12 10 9 14 12 10 9 8 8 - - 14 11 T - - - - ti tt T 55 3.5 - - - 8 8 7 5.5 4.5 J5 - 8,-D" 14 12 10 9 5.5 - - - 14 12 10 9 0 f.S = - 14 12 10 B B B - 14 12 10 7 4 - _ - �4 12 10 9 B J = B 8� B B B 7.5 7 4 ♦SEE UM TATIONS OF USE FOR 14 12 t0 tB.S 3 - - - /4 12 10 9 8 - - 14 t2 SO 9 8 5.5_ - i+ 12 8.5 3 - - 14 12 T. 7 + 8 8 8 7 5.5 4 3 - 0LAOE lA ON SHEET 19 14 12 10 9 S 14 12 10 9 8 4 • - 14 12 10 9 B B - 14 12 9.$ - - li 12 9.5 7.5 4.5 - - - 8 8 B 7,5 8 4.6 - 14 12 10 85 1.5 - - 14 12 10 9 7.5 - - I4 12 10 9 a - (- f3 9-5 4 - 13 0.6 &5 5 - - - - 8 8 6.5 5 4 3 - 9,-0. t4 12 t0 6A 4 - - - 14 i2 t0 9 75-- - - I4 12 t0 9 8 - - __ ti 12 10 3 - - - 14 l2 10 9 3.5 - - - 8 8 8 8 8 6,5 5 3 I4 12 8.$ 1 - 14 12 10 9 1.5 - - 14 12 10 9 7.5 - - 14 I1.5 4.5 - - 14 11.5 7,5 8 - - - 8 B 7.5 B 5 + -I. .2 t0 8 4 14 12 S0 8 7 14 t2 W 9 8 i 12 5 - - 14 12 8 6.5 - - - - 8 8 8 6.5 5.5 4 - 14 12 9.5 5 3.5 - - - 14 12 10 9 5.5 - - - 14 12 10 9 8 - - 11,5 8.5 - - - - _ - 9 B S.5 4.5 J•5 - - IG,-O" 14 12 9.5 5 3.5 - - - 14 12 t0 9 5.5_ - - 14 12 14 9 8 - - t 12 7 - - - - - 14 12 10 7.5 5 - - 8 a 8 a "8 ]S 4.5 14_12 6.$ 3 - 14 t2 10 8 3 _ - ti 12 ,0 9 6 _ - 14 10.5 3 - 14 10.5 7 3.5 - - e. 8 7 5.5 4.5.3.5 - - 14 12 9 14.513 14 12 10 9 5 - 14 12 t0 B B 14 11 - - - 14 11 7.5 - - - 8 8 7.S 6 S - - - t4 t2 7 _ _ 14 12 10 - _ - 14 12 t0 - _ - o•5 a - 10.5 $ 5 - - B a 5 4 3.5 - - - 11,-0°14 12 7 - - - 14 12 f0 - - - - 14 12 10 - - - 14 12 5 - - - 14 12 10 -8 8 8 tl 7 ].S 14 t2 4 - 14 12 SO - - 14 12 10- - 12A 4.S - - 12.5 9.5 8 - - - 8 B 6-5 + 3 - T4 12 B.5 - - - - - 14 12 10 14 t2 10 - 135 10 - - I- t4 10 7 - - - - 8 6 7 5.5 4.5 - - - 14 12 5.5 - 14 12 10 - - t4 12 10 - - - - 9.5 7 - - - - - 95 7 3.5 - - - 7 45 3.5 3 - 12-0" t4 12 14 72 10 ^ - - - - 14 12 10 - - _ - 14 12 4 - - 14 12 10 - - - - 8 s 8 8 8 0 -37 - 14 12 3 - - - - - 14 12 a - - - - 14 t2 10 - - - - 11.5 ByS - - - 11.5 e.S t - - - - - 9 8 5.5 4.5 4 - - 14 tt2 5 - - - - 14 ,2 i0 - - - - t4 12 t4 - - - - t25 9.5 - - - - - 13.5 9.5 45 - - _ - - 8 6- 6 5 - - - () HV �BLADE OR 1 HV BLADE 14 12 - - - - - - 14 12 - - - - - 14 12 - - - - 9 4.S - - - - - 9 6.5 - - -o"14 is - - - =14 12 - _ - =14 _12 - _ - _ _ - 04 ,x - _ - _ = u 1-2- 13, - _ _ _ _ $ $ -s a W�-SI,� HV WINDOW BLADE 14 10 - - - - - 14 12 - - 14 12 - - 10.5 515 - B B 5 4 3.5 - - 14 12 - - - - - - 14 12 - - - - - 14 12 - - - - - 115 6 - - - - - 11.5 8.5 - - - - - - 8 8 55 4.5 - - - 1412 - - - - - 1412 - - - - - -[14 12 - _- - - - a 3 - - - a 6 - - - -_ 864 ] - _ - - WORKING IN UNISON 14 12 - - - - 14 12 - - - - - 12 - - - - - 14 9 - - - - - ti t2- - - - - - 8 8 8 B 7.5 4 - - 14,-0"14 7 - t4 12 - - 12 - - to 4 - 10 7.S - _ 8 7.5 S- < 3 - - 14 IIA - _ 14 12 _ - - t2 - - - - - 1o.5 {-- - - - - Ip.S 8 - 0 8 5 1 - 14 - - - - - - - 1+ - - - - - - - - - - - - 7.5 - - - - - 7.5 - - - 7-515's - 15,-C" tf - - -_ - - 14 - - - - - - -` - _ - 8 8 7 7 ]514 - - 14 - _ _ _ _ g - _ _ _ _ g _ _ _ _...6 7 4.5 3.5 374 - - _ - 14 - - - - - - - 10 - t0 _ 8J.S 5 4 - - 4 - - - - 14 - - - - - - - - - - - 7 - - - - - - - - - 7.4 - - - ,A - - - - -' - - - - 14 - - - - - - i+ -' - - - - 8 8 9 J.5 8 3SS,-0" _ _ _ _ _ _ g". _ _ _ _ _ 5 _ _ - _ a 8.5 < 3.5 - _ 14 - - - - -- - 14 - - - - - 14 - - - - !!/ H 5 - - - - - - 9.a - - - - - = 8 7 :.5 - - - FLORIDA BUILDING CODE{Non High Velocity Hurricone one, 1P"h�� �• r' 02077 TILTECO,INC. (e)2017 EASTERN METAL. SUPPLY, INC. 41'1 'r 4�c tvs :T;pk BER HA HVTM 1MEE 4 ,N A.S.S.A. AccordionR Shutter System Ar KV. BLADE#T w/OOR w/o HN. wTrmav an4E TILLIT TESTING & ENGINEERING COMPANY American Shu"er Systems �,Na DESCRIPTION DATE DRAWN BY; LC. OFAssociation, Inc. I OLD is-oas 7/27/1 OATS: 07/27/17 635S t1 .W.361h.St.,Ste,305,NRGTIM CARON%i'I.OR104 33161 ¢?6$ wastroads Drive 2 5 Phan::(305)871-1530.Fav t(305)871-1531 �d '\';N 4y',11 a-maa:enecoaaa.cam West Palm Beach, FL 33407 3 DRAWING No 'SjD�q�°L�y�,\ 4p+ %VALTER A.00p�10t,P.E. 4 17-107 EB-FLORIDA lia.IT 44167 6 SHEET P.E. SElii:/Bi UATURE/DATE a 12 OF 20 i • 1 MAXIMUM ANCHOR* SPACING fin.1 SCHEDULE FOR A GIVEN MAX. SHUTTER SPAN. SPECIFICATIONS ON ANCHOR REQUIREMENTS:POURED CONCRETE OR CONCRETE BLOCK SUBSTRATES &S,D.D SIGN NECAT{VE PRESSURE RATING AND A C',ORRIMEDHOING MOLINPNG TYPE FOR CONCRETE OR CONCRETE BLOCK INSTAUAnONy (SEE MOUNTINGS E.0,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: POURED OONCAflE/OMICRETE BLACK POURED OCOXMIE (A) TO EXISTING POURED CONCRETE(Min.I'c -3 kst) UA)w @WALL SILL MOUNTING @CEILING MOUNTING H@FLOOR MOUNTING - t/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDER.(Min.Ic 6 3 W,) SPAN ANCHORS SPAIN. FEND - 1/4"0 x 3/4"ALL POINTS SOLID-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY COMPANY. (Min.Fc+' 3 690 (R) SA,OFSG'1 IRGLTGE MMURE RA if S.D,DESIGN IffUTNL PRESSURE RLRNG S.D.om NTGAim PRESSURE PAtULC 0 - - 1/4"0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED 73Y FLORIDA FASTENERS DIRECT.INC.(Min.I'c- 2 ksi) TAPCON OR 3O 40 frb 75 90 120 top 205 30 40 DO 75 90 120 t60 205 30 XO 60 75 90 l2C1 160 ZOS - 1/4"0 TAPPER+ANCHORS AS ROVED CENSE BY POWERS FASTENERS,INC.,AND DISTRIBUTED E0 BY ALL POINTS SCREW,TELT A SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. 14 12 10 J96 B G 5.5 14 !2 10 8 0 B 0 6 14 12 10 8 6 B 6 B THREADFORM TECHNOLOGY (Min.!c-3 k4i) 3'-0" tt f2 t0 8 6 6 I4 12 10 9 8 8 6 6 14 t2 10 9 8 8 6 0OR LESS 14 12 10 8 6 6 14 12 t0 9 8 8 6 6 14 12 l0 9 6 8 6 5 ALL PODTS SOLIU-SEI t2 10 8 G 7 F+ 12 10 8 8 8 6 6 14 12 10 9 8 B s 8 BLUE TAP W/CAPNOTES: 74 i2 10 7 S.5 3.5 74 12 10 9 6 8 6 6 14 12 td 9 B 6 6 5 TAPPER+ AA)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THRFAOFORM TECHNOLOGY ANCHORS AND TAPPER+ 14 12 Itl 0 6 6 14 12 10 9 B e_ 8 8 t4 12 10 9 8 8 6 5.5ANCHORS IS 1 3/4" ANO FOR BLUE TAP W/CAP ANCHORS IS 1 1/2. 4'-0" 14 S2 t0 8 8 S ti /2 10 9 8 B 6 i.5 tt 12 10 9�8 6 4 3,5A.2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOUR-SET ANCHORS SHALL BE 7/B'INTO THE POURED CONCRETE. NO EMBEDMENT f0 8 6 LS I4 1Z 10 9 8 8 6 5.5 14 12 f0 9 B B 6 4.5 INTO STUCCO SHALL BE PERMITTED. t/4'0-20 S.S.MACHINE SCREW USED SHALL BE i if2"LONG MINIMUM SHOULD SFUCCO tt 12 10 5.5 3.5 - !4 t2 10 9 8 8 6 5 14 12 10 9 8 7 5.5 4 •SEE uelgAtx>:5 dT USC roe EXIST,AND i'MINIMUM FOR WALLS WITH NO STUCCO. f4 12 10 B 6 6 14 12 10 9 B 86 5.5 14 12 10 9 8 Bo 45D1ADE�dN STUFFY 195'-0" 14 12 10 7 4 - 14 12 t0 9 8 G5 5 3.5 14 12 40 8 6.5 5 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE FXISTiNG WALL OR FLOOR, 14 12 10 7.5 4.5 - t4 12 10 9 8 e 6 45 14 12 16 9 8 6 4.5 3.75 ANCHORS SHALT.BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SND WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14129.5 4,5 _- - T4 12 10 9 B 7.5 5.5 4 u 12 10 9 8 6 4.5 J.5 NOTES A.1)&A2)ABOVE.FOR INSTALLATIONS ON VINYL SIDING OR£IFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 74 12 10 4 8 8 8 - 14 12 1a H 8_ 8 6 5 74 t2 ip_ 9 8 6.5 S 3.5 INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 9 L5 IT 3- - 14 12 CO'��IT 5 7 5.5 �1-� J 14 12 B 6.5'5.5 4 3 8 TO E735RNG CONCRETE BLOCK: ASTM C-00 ti 12 10- 9 14 t2 tb 9 B 8.5 5 3.75 14 t2 t0 8.5 8 5 4 - O ( ) 14 12 B 8.5 5.5 J - 14 I2 1b B e G.5 4.5 3.5 14 72 1Q 8 7 5 3,5 3 - 1/40 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUILDEX. 14 IZ 10 D B B - T4 l2 70 9 8 7 5 4 74 12 t0 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, T-0` - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC. ti 12 10 B B.5 4 - - 14 12 9 7,5 6 4.5 3.5 - 14 10.5 7 S,S 4,5 3.5 - - / 14 12 10 8.5 ) 4"` - - 14 12 1p 9 7.5 S.5 4 - la 12 9 T 7,5 4.5 - - 1/4"C TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY 14 ti 7 S.S 4,5 - - 14 t2 itl 9 7.5 SS 4 - 14. 12 9 7 . 4.5 3 _ COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS'ASSOCIATION,INC. Br_0. 14 12 t0 9 B 65 - - 14 12 10 9 8 6 4 - 14 12 10 8 6.5 5 3.5 - NOTES: 14 12 5.5 7 5.5 3 - - 14 12 8 6.5 S,5�4 _3 - 725 9.5 6 5 4 ] - - 9.1)MINIMUM ET.ASEOMENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON .74 12 9,517.5 6 - 14 12 9.5 B 6.5 5 - 14 112 1 0 B 6.5 4 - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13r12 65 S 3.5 - - 14 12 TO 8 6.5 5 - 14 12 8 6.S 5 4 9'-0' a T 9 6 - 74 t2 10 9 7.5 4.5 - - 4 12 &3 7 5.5 4 - 8.2) MINIMUM EMBEDMENT OF I/4b A 3/4'ALL POINTS SOUD-SET ANCHORS SHALT.BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK.NO 14 7.5 6 4 14 11 7 S.S 5 J.5 - -I t B 55 4.5 3.5 - EMBEDlAENT INTO STUCCO SHALL BE PEREDRED. t j4"0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LANG MINIMUM SHOULD STUCCO 14 8 6S 415 - - 24 12 8.5 7 5.5 4 - t4 10.5 T 5.5 6 45 - EXIST,AND !'MINIMUM FOR WALLS WITH NO STUCCO. ILS 8.5 58 4 - 14 l2 9 7 6 4.5 - - 14 it 7 5.5 4.5 3.5 ^__ 10•_0. 14 12 t0 9 7.5- -- 14 122 10 a 6.s 5 -� t4 72 B_-e 5 4 8.3)IN CASE 711AT PRECAST STONE.PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR, 14 UOS 7 5 3.5 - _ 73 9.5 5.5 5 4 3 _ 10 7S 5 4 3 - - ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 74 11 7.5 5.5 - 14 11.5 9 6 5 4 - t2.5 9.5 6 5 4 a NOTES 8.1)&B.2)ABOVE.FOR INSTALLATIONS ON VINYL SID01G OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. HLS B 5 _ _ - 14 12 8 6.5 5.5 4 - 13 10 65 5 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 14 12 10 - - - I4 IZ 9 7� 8 4.5 - - 14 td,5 7 5.5 4.5 3.5 - 1 - (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER, 12.5 12 ,5 - _ - - 72 9 8 4.5 1 ] - -� 9 7 a;5 3.5 3 - _- 14 Id 1 - - - 14 10,5 7 5.5 4.5 - - ILS B.5 S,S L4:5 J.75 - Q.9 7 4.5 - - 14 I1.5 7.5 8 5 _ - 12 9 0 4.5 SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. i2 t0 _ - 14 t2 8 5.5 5.S - - 13 10 6,5 5 4 - - GE IST CF .RSUS SPACING SCHEOpLE FOR ANCHORS; 11,5 6.5 4,5 - _ 1 f 8-SS 4 J.5 - 8 6 4 ] MAXIMUM ANCHOR SPACINGS ARE VAUD FOR EDGE O'STAL�tC£5 INDICATED BELOW.FOR C 0.LESS THAN THE INDICATED,REDUCE ANCUOR SPACING 13.5 9.5 8 - - - - t3 9s s.5 3 4 - - - t0,5 8 S + - - - BY MVLTIFL77NG SPACING SHOWN ON SCHEDULE 13Y THE FOLLOWING FACTORS. 9 6.5 - - 14 10.5 7 5.5 4.5 - 1t 8.5 Ss 4,5 J.5 - REDUCED SPACING OSTNIIED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPO. 14 12 - - - - 14 f 1.5 7.5 6 5 - - 12 9 6 45 4 - - - FACTOR 73'-O"- -- - 1o.s 6 - -_ - - to 7.s 5 4 3 _ - - 7.5 5.5 4 ] - - - - ACTUAL TAPCON WITH ADVANCED TAPPER + 12.s 12 9 6 4.5 4 - - 9.5 7 S 4 - - - n6 EDGE TAPCON THRFADF'ORM TECHNOLOGY 'POINT SOLID SET BLUE IAP Wf CAP MLN.SPACING 8 s - - Los 7.5 5 4 - - V YI♦ DICTANCE N I2 -' - - - 74 Ips 7 5.9 - - - I1 8.5 55 4.5 - E.D. MIN.SPACING 3" MIN,SPACING m 3" MIN,SPACING P 3 1/2' MIN.SPACING-3" 3 3/4' 4" 14'-O" POURED CONCRETE& PUFhD CONCI IE CONDOM M BLOCK POURED CONCRETE& POURED CONCRETE&PDLM CONCRETE am !0 1S - - - - - 9 7 45 3.5 - - 7 3 3.5 3 _-_ - - CONCRETE BLOCK CONCRETE BLOCK CONCREEE BLOCK 115 B - - 11 6 5.8 4.5 - - 9 6.S 45 - - - - �V WtNp ( MIL E0.•p UN.CC).- 1/2'MU.E0..2 I/2' N.V.E0..3 1/2 ' Mtl.ED.•3' MN.ED.•3 1/2'MN.EQ•2 1/2' 75 - - - - - - 12 8 6 - - - - 9.5 7 4.5 - - - 3' 1.0 0.90 1.0 0.78 1.. 00 0.84 1,0 15''0' t4 - - - - - I3.5 iD 6.51- - - 10.5 8 s - - - - GLADE WORKING 2 1/2"W._...-.._ _ 0.81-- l.0 _ .�..._ _..._.0.67 t.0.-rn 9 _ - _ _ 0.5 G.5 4 - - - - 6.5 S 3 _ _ _ _ IN �NISLQ _ _ - - .. _..... - .. _ o .. _ --_ -_....0. .- _.. 10 - 10.S 8 5 -B.5 6 d L2* - 0.71 - - 0.517 - - - - - - 11.5 B.5 5.5 - - - - 9 85 4,5 - - - - 4` - 0.910.43 14f25 9.5 b - _ _ _ t0 7.5 5 - tB'-0" e'------- 8 8 4 6 4.52' 0.35 - - 0.35 95 7 5 - - - - 8 tt_ =p FLORIDA BUILDiNG CODE(NOTT High Velocity HurriconB Zone 15#10, ' f f���` 02017 IILTECO,INC. 02017 EASTERN METAL SUPPLY,INC. ' T BERTHA TIS a. �IL�EC 41r��. A.&S.A. ccordion mutter System H.V.HvBLADE;M1 w/OR w/a H.V. WTNDCtA+BLADE y `y American wr Suffer Systems qCV.N OCSCRIPTION DATE DRAWN SY: LC. •b T Q A l/ TILLIT TESTING & ENGINEERING COMPANY r 6355 U.N.36;A St..61x. 15.NF:IN:0.OROE j 49.FLCRIDA 3376 Association, inc. I OLD 15-085 7/27/I OAYC�07/27/17 0 .x�Z F--=- Phone:(.705)871-1530.Fax:(305)871-1531 4268 VV6stropds Drive 2 DRAWING No -,nm:WtaeaacaLsoa, West Palm BF:oeh, rL 3340-1 3 -107 WALTER A.PLOT dr.P.E. 4 17 t71 7.1'T FLORIDA Ue.J 441sT 5 SHEET P.E. /SEA4 AT{1R DATE s 13 OF 20 i MAXIMUM ANCHOR* SPACING On.) SCHEDULE FOR A GUN MAX. SHUTTER SPAN. ASD DESIGN NECGAAIIVE PRESSURE RATING AND A CORS SPONDING MOUNTING TYPE FOR CONCRETE OR CONCRETE BLOCK INSTAI LABONS 1 (SEE MOUNTINGS N 4,K&L ON SHEEt 7) POURED CONCRETE POURED CON CONCRETE BLOCK ANCHORS SPACING LEGEND I WALK OVER & 1 TRENCH QRNNGUARO MOUNTING KQ WALLft100R MOUNTING ©WALL/WALK OVER MOUNTING PNAr1 MOUNTING_4 TAPCON OR .D.DESIGN NEGA16£prdSSURE RA1lNG(psl AS.D.DUN MU17 E PF�URE RATING(q1 ASA.DESIGN NWAINE PRESSURE BONG iP11 ASD.OER"NEG+IS_E FRSSIRiE BANIG(mf TAPCON WITH ADVANCED 30 40 6p 75 90 120 i60 205 30 40 60 75 90 120 180 205 30 40 6p 75 90 120 160T20S 30 40 60 78 90 120 16p 205 THREADFORM TECHNOLOGY [1412 to n @ @ a 6 12 12 12 12 I2 11.5 a,s 6.5 7 7 7 7 t 7 ss 5 s s 5 s s ALL POINTS 50L1Q-SET t2 tp 6B B 8 8 12 t2 122 i2'12 9.5 7 7 7 7 t 7 7 ? 7 5 5 5 5 5 5 5 5RLESS 12.,10 9 8 -8 6 6 12 12 12 1210.5 @ 6 4S 7 7 7 7 7 7 ] 8.5 S 6 5 E 5 5 5 5 BLUE TAP 12 10 4 8 8 6 8 12 12 12 12 12 10 7.S 6 7 7 7 7 7 7 7- 7 5 5 5 5 �5 S 4 5TAPPER+ 12 10 9 8 0 8 6 12 t2 12 12 Is 0.5 Fit 5 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 44,^0" 12 10 9 8 8 6 6 12 12 12 12 12 0.S 7 5.5 7 7 7 7 J Y 7 7 9 5 S S 5 5 0 5 12 16 9 6 8 0 6 i2 12 12 9.5 8 6 4,6 3.5 7 7 7 7 7 7 6.5 3 5 5 5 5 12 10 9 e 8 6 6 1s 12 12 12 f0 775 5.B 4 7 7 7 7 7 7'7 5.5 5 5 �55 5 S 5 5 12 10 9 8 8 B 6 t2 12 12 11 9 7 i 4 7 7 7 7 7 5S 4 3 5 5. 5 5 5 5 4 3^0" 12 f0 9 B 8 8 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 7 5 S 5 B 5 6 5 5 t4 12 10 9 8 8 6 8 12 12 9.5 7.5 6 4.5 3S - -Tri 7 7 7 7 B 3.5 5 5 '5 5 5 5 5 -4 14 12 t0 9 B 0 6 6 12 12 112 19.5 0 6 4.5 I- 17 7 7 7 7 1 5.6 4 5 5 S 5 5 5 5 4 4` SEE ANCHOR 14 112 110 9 @ _@ 6 6 12 12 11.5 9 7.5 5.5 4 J 7 7 7 7 7 4.5 34 - 5 5 S 5 5 {.5 3.5 SPECIIICATIONS 6^0" 14 Q 10 9 B 8 6 6 12 12 12 10 8 8 4.5 33^5 7 7 7 7- 7 7 7 7 5 5 5 5 5 S 5 5 ON SHEET 13 li IR 10 9 0 8 6 6-12-12 8 8 5 4 3- - 7 7 77 7 6.5 4 - 5 5 S 5 5 4 4 3 t4 12`i0 @^ 8 8 a 6 12 12`!0 0 8.& 5 .J5 - 7` 7J 7 T 6 4.6 - 5 5 5 5" 5 5 4.5 14 12 10 9 0 0 6 6 12 t2 10 8 bb 5 3.5 7 6.5 $.3 4 - 5 5 5 5 5 4 3 - 4 12�10 9 01 8 6 6 12 12 IF 8.5 7 5 4 d`7 7` 7' 7 7 7 7 B 5 5 5 5 S S 5 5 t4 12 10 9 8@ 6 6 12 10 6.5 5 4.5 3 7 7 7 7 6.5 5 J 5 5 5- 5- r, N `ia Ip 9 @ 6 6 a i2 is 6.5 7 5.5 4 - 7 T" 7 7 T s = - 5 5 5 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 @ 6 - 12 12 @.5 7 s.5 4 3 - t 7 7 ss i.s 3 - - 5 5 5 5 4.s 3.s - - PST" A,5.0 OESIGN PRESSURE B'-0" 14 12 ip 9_ a @ 6 i2 12 10.5 zs 6 L5 3.5 7 7 7 7 7 7 7 4 s s -s s` s- 3` s s RATING & FOR SPANS PER 1412 fo a e' 6 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 B.5 4 - - e s 5 5 s 4 s" = SCHEDULE #3, SHEET 11 /4 12 t0 9 8 0. 6 12 r!i 7.5 8 5 ,75 - 7 7 7 7.5 6 4.5 - 5 5 5 5 5 44 14 12 10 9 8 0 - 12 7.5 6 5 J.5 - - 7 1 6.5 5 4 - - - 5 5 5 5 4 3 - - 9,,^0. 14 t2 10 9 8 8 - - 12 9.5 8S 5.5 4 1 - 7 7_ 7 7 7 rtT 6 3 5 5 S 5 9 9_ 5 b 14 12 70 6 6 8 - 0.5 5 4 3.5 - 7 7 7 8 5 3.S - 5 5 5 5 5 4 3i4 /2 10 9 6s - 12 ESS 5 4.5 t 7 7ESS 5.5 - 5 6 �5 5 5 4li 12 tD 9 R 0 - - 12 7 5.5 4.5 3.S - - 7 7 S.S.4.5 3.S S 4.5 3-5 ^ - 14 t2 t0 9 0 8 - - 12 it 0.5 6 5 15 - - 7 7 7 7 7 7 44 5 5 S 5 5 6 5 4S 10-0"'t4 12 f0 9 8_U - 4.5{7 4.5 3.5 3 �- 7 T 7 5.5 4.4 ^ - -_ 5 5 5 5 +:S 3.5 - 11 12" 10 9 8 0 12 9 6 5 4 1 7 1 7 7 6 5 5 5 5 I&S 1 5 - 14 12. 10 9 8 a - i2 9S a 5 4 3 7 7 5 4 3 5 S S _4# - 11'-0" I4't2 f0 9 8_ 8 - _ 12 10 7 5.5 4.5 3.5_ - - 7 7 7 7 7 7 J.S - •5 _S 5, 5 5 5 4 t+ 12 10 9 8 8 3.5 4 J.5 J - - - T 7 -6 -5- 4 - - 5 S~-5- IG 53 14 12 10 4 8 8 - - ii 8 5.5 4 - - - 7 7 7 5.5 4.5 - - 5 G 5 5 4.5 - t. 12 1n 9 e - - t.90.55.54.33.5 _ 7 7 4.3 3.5 - - 5 5 4.53.5 1. _ _ 1 HV BLADE ONLY 12,-0"14 12 10 9_ @_ - - 12 9.5 6.5 5 4 3 - 7 7 7 7 7 6 3 5 5 5. S 5 5 4,5 3.5 _6"- .-_.. ..-_. _.... 14 12 /0 9 @ - - 0 8 4 S - _ - - 7 7 5.5 /.5 3.5 - - b 5 5_4,5__4 3 it 12 TD 9 8 -' i0 T.6 5 i - 7 7 6 5 - 5 B 5 5 4- - - 14 12 t0 9 8 - - - 0.5 8 5 1 3.5 ^ - - 7 0.S 4.5 3.5 - - 5 5 a,5 3.5 3 - - - 14 12 t0 9 8 - - - 1,5 B.S 6 4.5 375 3 - - 7 7 7 7 7`4.5 - 5 9 5 14 t2 10 4 6 7 15.5 3.5 3 7 7 5 i s n 5 5 5 s S 14 t2 10 9 8 0 7 4,5 .75 7 7 5.5 4.5 5 5 `5-4.5 4 - 14 12 t0 9 t0 7,5 5 4 3 7 6 4 J 5 5 4 3 14 12 IO 9 - 0.5 8 5.5 4 3,5 - - - 7 7 7 7 7 4 - - 5 5 5 S 5 S 4 3 3 _ - 7 7 5 3.5 ^ - - 5 5 5 4 - 14 12 10-S7- - 8.5 8.5 4 7 7 5 14 12 10 - _ 9 7 -4.9 3.S 3 7 5.5_3.5 - _ 5 i+ 12 10 -`- - - t0 7.5 5 4 3 7 7 7 7 -L- 4 15'-0"I4 12 10 - - .5_ J - - - - 7 7 4.S 3 - - - 5 S` 4.5 3.5 14 12 f0 8 6 4 7 7 5 5 5 5 4 - - 14 12 f0 - - e.5 6.9 4 3S - 7 S.5 J.5 - _ 5 5 3.5 = 14 12 IO - - - 9.5 7 4.5 3.5 6 3 - - 5 5 5 5 16•-0 t4 12 t0 - - - - - 8 4.S 3 - - - - 7 b.5 4`- - - - S_ 3 + 3!5 - - - Ts 1_2' 10 - - 7.s 5.gP.751- - - = '7 xr car., - - 5 s 4,s - - - - FLORIDA BUILDING CODE{Nan Nigh Velocity Hurricane Zone' 141111�\"•,.... ""= C2017 TILTECO,INC. X12017 EASTERN METAL SUPPLY,INC. T�4Clsc :'w�, ��� BERTHA HVTM TL ECO �N,. A.S■S.A. Accordion Shutter System > HM BLADE#1 w/OR W/O H.v. WNDOIN American Shutter Systems V. ��,/�„/7 •' TILLIT TESTING & ENGINEERING COMPANY Y [V.K OESORIPIfON DATE DRAWN @r: LC. A;j r/1C UI• ' 635s we Sam.se.,si«.Sas,sleraNu Gaxnitrs,ne15aA ss1 Association, Inc. I OLD 15-085 1/27/1 DATE. 07/27/17 o -+r ° Pfonc;(305)671-15!0.Fa4:(305)871-1531 4268 Weslroods Drive 2 J`5+� DRAWING No .^fit k1{1s c rtw£Bt10006719.- West Palm Beach, Ft. 3340? 3 17-1p7 ` '0NAL ON,,,t1 WALTER A,taut Jr,P.E. 4 P.E. EXCfsIGWA'�UREfDATE npR'DA u0.g 44167 5 SHE OF 20