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HomeMy WebLinkAboutDriveway Permit ALL APPLICABLE INFO MUST BE COMPLETED FOR APPLICATION TO BE ACCEPTED I yr Date: 4/2/16 Permit Number: 1 - ®�) fl. Building Permit Application APR ' r2016 Planning and Development Services gym. Building and Code Regulation Division PEP.��.?� St. Lucie County, F-71- 2300 L2300 Virginia Avenue,Fort Pierce FL 34982 Phone: (772)462-1553 Fax: (772)462-1578 Commercial x Residential PERMIT APPLICATION FOR: Shutter PR®POSED IIVIPROVEMENTLOCAI'10'N _ ' � Address: 3920 N A1A 703 Legal Description: OCEAN PEARL CONDOMINIUM (OR 1842-1609) UNIT 703 Property Tax ID#: 1423-505-0023-000-9 Lot No. Site Plan Name: Kenneth Kull Block No. Project Name: Setbacks Front Back: Right Side: Left Side: DETAILED DESCRIPTION OF$VI%ORK. �s=" I Install 2 Accordion Shutters 1;_IltQNSTR�UC�TION hNFORMATI�ON � � � �� �� � ' � � _ r � .� a.. fir^ . =`: ��. �....�. ..� ". :=v ., a' ..-:-: Additional work toe e orme under this permit—check a appy: HVAC Gas Tank ❑Gas Piping Shutters ❑Windows/Doors Electric ❑ Plumbing Sprinklers Generator Roof Total Sq. Ft of Construction: S Ft. of First Floor: Cost of Construction:$ 4067.00 Utilities:0 Sewer OSeptic Building Height: 140' 01NNEaR%LESSEE g ,xCOR1TRACTOR � " ryr Name Kenneth Kull Name: Michael Heissenberg Address:3920 N A1A 703 Company: Expert Shutters City: Ft Pierce State:FL Address: 1626 SW Biltmore St Zip Code: 34949 Fax: City: Port St Lucie State-FL Phone No.772-467-1009 Zip Code: 34984 Fax: 772-871-0990 E-Mail: Phone No. 772-281-1915 Fill in fee simple Title Holder on next page(if different E-Mail: callexpert@aol.com from the Owner listed above) State or County License: 16572 If value of construction is$2500 or more,a RECORDED Notice of Commencement is required. SUPPLEMENTAL CONSUbCTION LIEN LAW INFOWATION .y DESIGNER/ENGINEER: X Not Applicable MORTGAGE COMPANY: X Not Applicable Name: walterTillitJr. Name: Address:6355 Nw36th St Address: City: Virginia Gardens State: FL City: State: Zip: 33166 Phone: 305-671-1530 Zip: Phone: FEE SIMPLE TITLE HOLDER: X Not Applicable BONDING COMPANY: X Not Applicable Name: Name: Address: Address: City: City: Zip: Phone: Zip: Phone: 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 thepermit 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 in nd to obtain financing, consult with lender or an attorney before commencing workZNreQrding y90 Notice of Commencement. s _Signature of Owner/Lessee/AgenY Signature of Contr icense Hof8eiV STATE OF FLSTATECIFFL OUNTYOFORIDA ) u / 1 COUNTY OFORIDA The r ,oLng instru n was acknowledged before me The forgoing instr t was acknowledge before me thi play of (i 1 20)�by thiJ lay of t �l I 20 by 1 i C1�oja/ i'Sin�aer� 6Yl C.l�Q ( -W0 j'SYn W 1 (Name of person acknowledging) V (Name of person acknowledging) (Signature of Notary P blic-State of FI rid ) (Signature of Notary P lic-State 4560a a) Personally Known OR Produced Identification Personally Known OR Produced Identification Type of Identification Produced Type of Identification Produced Commission 4T I (Ojp6 �pSNR yl) HEATHER VIZZO Commission N )7 ffE ER VIZZO NOTARY PUBLIC goTARY PUBLIC « STATE OF FLORI A TATE OF FLORIDA Comm#FF176266 "i-'Comm#FF176266, Revised 07/15/2014 `rl�oe �� Expires 11/13/2018 . f�C.?$�� Expires 14/13120f$ REVIEWS FRONT ZONING SUPERVISOR PLANS VEGETATION SEATURTLE MANGROVE COUNTER REVIEW REVIEW REVIEW REVIEW REVIEW REVIEW DATE COMPLETE INITIALS POURED CONCRETE POURED CONCRETE CURED CONCRETE POURED CONCRETE OR OR CONCRETE OR CONCRETE BL CONCRETE BLOCK WALL CONCRETE BLOCK WALLREQUIRED BLOCK WALL REQUIRED REQUIRED BLOCK WALL REQUIRED EXISTING GLASS EXISTING GLASS CONCRETE A"D.C. EXISTING GLASS - 2'MIN EXISTING.GLASS ® 16'O. 1 J J 2"MIN. ADN.TO ASS ATION(SEE r -1' -� t IAN.SEPARATION SCHEDULE ON SHEET MIN.SEPARATION i ADN.SEPARATION EQ '' EQ TO MASS(SEE 11 FOR BLADE QAND TO 'SSS(� ; TO GLASS(SEE I I SCHEDULE ON SHEET 1/76"x3"MAX. ON SHEET 19 FOR SCHEDULE ON SHEET ON SHEET 11 FOR EHADE(D 11 WR BIADE� 11 FOR BLADE RAND (6063-TES)CONT. EWES ® ON SHEET 19 FOR 1/2" / ON SHEEP 79 ON SHEET 19 FOR ALUM. CLOSER 7---/ FOR - (LOCATE AT ' F4AOE_5 O&® PLATE (LOCATE 112 I BLADES O&p BLADES Q& EJTHER SIOE AT ETIRER SIDE MIN ` f .'7 F 5Q) OF®) 1/2"MIN. I USE 7°OR 2'MAX. T/10xi/2'S.M.S. ZIO #ow 10x1/2"S.M.S. I _—_-- xx "x0•-2'® 16"O C ALUMINUM CLIP ANGLE1® 16"O.C. ----- 4 (6063-TES ALLOY)AT MIDHEIGFff/ (2)1/4"0010x1TAPCONS AIJCHOS TOWALL AT 1"O.C. (LOCATE ATSEE DETAIL X FO o SIDE CONNECTION ORDTHER SIDE OF®)® SEE DETAIL X FOR ) OR & TO TRACKSSIDE CONNECTION Z6.6- 7 8 0• SEE DETAIL X FO 4®w 6.Ow 8 10+®w TO TRACKS 7 w 8 0+ 0 ®w SIDE CONNECTION ©°®a©'OO 00 8O 10•®° •� ®w ��'®°P TO TRACKS 10•®°°®.IIDw©+®w 10•pw©+pw©+pw . w 6+Oj +©w©+O+®w ©+Q•©w©�Q��'®°" ©�•O�-•©a-��©-•O.®`" p".lJ'®09 _ -• J"'8 .0-0. °1©•® p'p"'®+®wp•®a`®"r7 ®w�•O w®•® END CONNECTION DETAIL 3 END CONNECTION DETAIL END CONNECTION DETAIL) END CONNECTION DETAIL R.REGUMED ONLY FOR SPANS GREATER THAN 12•-0" POURED CONCRETE OR —— EXISTING GLASS Gig 4, 4 -r"1---fT CONCRETE BLOCK WALL MIN.SEPARATION 91 1/2"S.M. REQUIRED SCHEDU TO GIAtiS(SFE •C• ADN.SEPARATION 1 LE ODEO D CONC ETE i/2'MIN.ON SHEEr 70 t�(� _ -_ _ ___ ____ 6 OR®OR�OR ON SHEET 19 FOR ANCHOR® - 111��gL p©ANO __---- QOR©OROR@ ON FOR qA.CHR � '0& 12" O.C. S LADE 0&0 4 ---- OR 1© E0 1/2'MIN. 4 EO6 R 2"MIN. d SEE UMRATIONS OF USE FOR VIEW Y 20�R � BLADE 1AON SHEET 19 QOR'I 7J OR�Oft�OR�1 OR QPLAN®w®w© 70w® 1O ®w DETAIL X POURED CONCRETE OR ®w©•7Ow®m10+®w 10•®w©• .©w END INSTALLATION REQU GORUERETE BLOCK WALL ©•O•©w`L©J"•O+®w 1 W BLADE INTO �O.O+©"'©•OO•®a' . CONCRETE OR CONCRETE BLOCK WALL. END CONNECTION DETAIL 50 END CONNECTION DETAIL© ®w®+®w®® FLORIDA BUILDING CODE(Won High Velocity Hurricane gone 2015 EASTERN METAL SUPPLY,INC. �cENs BERTHA HVTM 1 E c� Accordion Shutter System `i.® 1IO c. ARRSUPOAkE H.V. RME#1 W/OR W/O RV.WN)OW BLADE American Shutter Systems IEV.N DESCRIPTION DATE DRAWN BY: ALL TILLIT TESTING & ENGINEERING COMPANY STATE OF �`` 6355 N.W.36th.SL.Ste.305.WRGIIAk GARDEN&F1DR 331 Association, Inc. 1 OLD 11-192 4/13/15 DATE: 4/13/15 _ Phone:(305)871-1530.Fax-.(305)871-1531 4268 Westroads Drive 2 DRAWING No o-mail:tllkco®aol.eam West Palm Beach, FL 33407 3 15-085 A�Fs••.......•• ``� EB-0006719 4 '''•;,s/ONALEr;����� WALTER A TLETr Jr.P.E. 1P.E. J"INy�iitl'AtiURE/DATE FIARIDA Uc.d aa167 6 SHEET 6 10 OF 20 SCHEDULE #1 SCHEDULE J2 SCHMULE #3 MAXIMUM SHUTTER SPAN" "L+" OR "L-" MAXIMUM SHUTTER SPAN* "L+" IMUM SHUTTER SPAN*"L+" • NOTES: (ft.). FOR INSTALLATIONS W/ SYMMETRICAL OR "L-•' ft. FOR INSTALLATION LEGEND CENTERMATES.® &® or or ( ) R "L-" (ft.) INSTALLFITIONS INSTALLATIONS W/ W SYMMETRICAL CENTERM CONCRETE & WOOD (7) L+: MAXIMUM ALLOWABLE SPAN FOR A GIVEN W/ ONE N.V. LOCK ® or ®or or & MANSORY POSITIVE A.S.D. DESIGN PRESSURE RATING. 86�W/ ONE HV LOCKS HD LOCK IS W/ NO LOCKING RODS or ONE HV LOCK or®or® L-: MAX.ALLOWABLE SPAN FOR A GIVEN NEGATIVE CENTERMATES & W/ ONE HV T' W/ NO LOCKING RODS OR W/ NO LOCKING WALL A. B. C. D. E. M, N, O, P, Q, A.S.D.DESIGN PRESSURE RATING. ® ® ® ODS MOUNTING F. K & L R. S. &V. LOCK® W/fW0 LOCKING RODS®TOP & (SEE NOTES t,tt) (VALID FOR MOUNTING I7 (2) PROCEDURE TO DETERMINE MAXIMUM SPAN FOR BOTTOM SEE NOTES t,tF SHEET 7) FLOOR/CEILING G, H, I, 11. J T, U. W & X WALL MOUNTINGS (TOP/BOTTOM) OR FLOOR/CEILING: CONCRETE&WOOD INSTALLATIONS 0 CONCRETE&V7000 MOUNTING MANwuN Mn.Vo .IN .LA ONS w OM CONCRETE & M GIVEN A POSITIVE A.S.D. DESIGN PRESSURE RATING, as.D.SURE 'SO.OURE asn.DmcN INSTALLATIONS PRF550RE WALL MOUNTING FLOOR/CEILING r�RC WALL MOUNTING PIE4URE DETERMINE MAXIMUM SPAN 'L+'FROM SCHEDULE. FA1WG BALING RAZING FLOOR/COLING MOUNRNG (Faf) MOUNTING (rve1) & t OR GIVEN A NEGATIVE A.S.D.DESIGN PRESSURE RATING, (r OR-) (+GR_) FLODR/COLING MOUNTING (+POR�) FLDDR' ALL M,0 N7 NG �l DETERMINE MAXIMUM SPAN "L-" FROM SCHEDULE. L+ (ft) L-(it) L+ (0) L-(f) L+ (ft) L-(ft) L+ (ft) L-(ft) O MAXIMUM SHUTTER SPAN 'L+"OR "L-"FOR 30 OR LES 16'-0' 16'-0" 16'-0" 16'-0' 30 16'-0' 16'-0" 30 16'-O" 16'-0" INSTALLATIONS INTO WOOD SHALL BE LIMITED TO FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 105 psf.A.S.D.DESIGN PRESSURE RATING. MINIMUM DETERMINED SPAN BETWEEN "L+"AND 'L- 35 14'-10' 14'-10' 15'-2' 76'-0' 35 14'-10' 14'-10' 35 15-2" 16'-10" 40 13•-70' 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'-3" 'r HV CORNER CENTERMATE3 MAY BE USED AT ALL COMBINATIONS IN BETWEEN WALL MOUNTINGS 50 12'-5' 12'-5' 12'-8" 13'-7` 50 12'-5• 12'-5" 50 12'-3' 13'-1" MOUNTING INSTALLATIONS. LOCKING SPECIFICATIONS W/FLOOR/CEILING MOUNTINGS: 55 11'-10" 71'-10" 12'-1' 12'-11" 55 11'-10" 11'-10" 55 11'-1" 11"-11" SHALL BE AS INDICATED ON MANDATORY CONDITION #2 FOR A GIVEN POSITIVE AS.D. DESIGN PRESSURE 60 1V-4" 11'-4" 11'-7" 12'-4• 50 11'-4" 17'-4" 60 10'-2' 101-11" NOTE#5,SHEET 5. RATING: 65 10'-10" 101-10' 11•-1' 11'-11" 65 10'-10" 10'-10" 65 9'-5" 10'-1' DETERMINE, LI+=MAX. SPAN FOR WALL MOUNTING INSTALLATIONS. 70 70'-6" 10•-6" 10'-9" 11'-5" 70 10'-6• 70'-6" 70 8•-9' 9-4' L2+=MAX. SPAN FOR FLOOR/CEILING MOUNTING 5 18'-1" ' -W-4f- 04-1' 70=i' — - - IXeB''FTHAT MAXIMUM-SHUFIIT(SPAN-"E+OR go 80 9'-10" 9'-10" 10'-0" 10'-9" 80 W-10` W-10" "L-•AND MAXIMUM A.S.D. DFSING PRESSURE RATING FOR FOR A GIVEN NEGATIVE A.S.D. DESIGN PRESSURE 85 9'-6' 9'-6' 9-9' 10-5" 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 9'-2" 9'-10' 95 9'-0" 8'-9' 1- CONNECTIONS TO KEYSTONE MOUNTING LI--MAX.SPAN FOR WALL MOUNRNG INSTALLATIONS. 100 8'-9" 8'-4" 9'-0' 9'-7' 100 8'-9" 8'-4" LIMITED TO +64,-72 p.s.f. AND 8'-0" SPAN, SEE L2-=MAX.SPAN FOR FLOOR/CEIUNG MOUNTING MOUNTING MQ ON SHEET 7. INSTALLATIONS. 105 8•-7" 7'-11" 8'-9' 9'-4' 105 8'-7" 7'-11" 110 8'-4" 7'-7" 8'-7'. 9'-2• 110 8'-4' 7'-7• FINAL MAXIMUM ALLOWABLE SPAN IS EQUAL TO THE 7'-3` '- 115 W-2• 7'-3" SEPARATION TO GLASS SCHEDULE MINIMUM BIETWEEN 21+', "Lz+", "L1-"AND"L2-• 120 8'-0" W-11" W-2" 8'-9• 120 8'-0` 6'-11' - - 125 7'-10" 6'-8" (ALLOWABLE SPAN AND SCHEDULE MAXIMUM ANDNEGATIVE A.S.D. DESIGN PRESSURE RATING TO DETERMINE MAXIMUM ANCHOR 130 7'-8" 6'-5" 7'-10' 8'-1' 130 7'-8" 6'-5• WIND ZONE MINIMUM SPACING. 135 7'-7` 6'-2" 7•-9• 7-9" 130 7'-7' 6'-2. SEPARATION 140 7'-5• s-1r r-7' r—s• tao 7•-1' S•—n• ASTM E-1996 145 7'-3' 5'-9" 7'-5' 7'-3' 145 7'-3" 5'-9` TO GLASS 150 7•-2" 5•-.7" 7'-4' 7'-0' 150 7'-2• 5'-7' 155 7'-0" 5'-5" 7'-2• 6'-!1" 155 7'-0' 5•-5' 1 THRU 3 1" 160 W-11• 5'-2' 7'-1' 6'-7' 160 6'-71" 5'-2' 165 W-10' 1'-1" 7'-0" 6'-4' 165 6'-10' S'-1" 170 6'-9" 4'-11" W-11' 6'-2" 170 6'-9" V-11,_ 175 6'-7' 4'-9" 6'-9' 6.-0.. 180 6'-7" '1'-g" �' / �"� 00 BLADE. 180 6'-C>" 4'-8" 6'-8' S'-10" 180 6'-6• 4'-8' / 99 �) 77 185 6'-5• V-6" 6'-7' 51-8" 185 6'-5" 4'-6" 190 6•-4' 4'-5' 6'-6' S•-6' 190 6'-4" 4•-5" 195 W-3' V-3" 6'-5.' 5'-5• 195 6'-3" 4--3- 200 6'-2' 4'-2" V-4• 5-3" 200 205 6'-1= a-1' 6'-3' 5-1' zo5 s-1• 4'-1" FLORIDA BUILDING CODE(Non High VelocityHurricane Zone ©2015 EASTERN METAL SUPPLY,INC. 111111111ILIIIIfI/// BERTH AL L VTm e AaGrwjonohwtteym tKV.MADE RwWI . EC® American Shutter SyStOMS 1EV.N DESCRIPTION DATE DRAWN BY:MARY.LG. TICCIT TESTING & ENGINEERING COMPANY Association, Inc. t OLD 11-192 4/13/15 GATE 4/13/75 6355 N.W.36th_SL.Ste.305.VIRGINW GARDENS.FLORIDA 3316 Ph...:(305)871-1530.Fax:(305)871-1531 4268 Westroads Drive 2 DRAWING No "-mel:b1t.-C-1— West Palm Beach, FL 33407 3 15-085 O'•, PORI 4 �P•'C��': EB-D006719 ' G,\ WALTER A.TILUT Jr.P.E �s FLORIDA U.U 44167 5 SHEET E/DATE 6 11 OF 20 /:: '1.1 . u• clle m Ik NERIONWITIN LORIAl nwil: O•e :il •ar •ar , •- O , �� Q , ' '�� t, .' - rO of � '��4�. Q 0�' ra- •., •- , 1 •' aye I .. 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DESIGN NEGMVE PRESSURE RAITNG MD A CORRESPONDING MUNTING TH FUR COMM OR CONCREIE IRM INSUMNS (SEE MbLINTINGS E,0,&H ON SHEETS 6&7) 1.ANCHORS TO SUBSTRATE SHALL BE AS FOLLOWS: jPOURED bOi�BU= POURED CONCRETE (A) TO EXISTING POURED CONCRETE(Min.Vc=3 kai) t1AMMUM QE WALL SILL MOUNTING @ CEILING MOUNTING HO FLOOR MOUNTING - 1/4'0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS,AS MANUFACTURED BY I.T.W.BUBDDC.(Min.r.=3 ksi) SPAN ANCHORS SPACING LEGEND - 1/4'0 x 3/4°ALL POINTS SOUR-SET ANCHORS,AS DISTRIBUTED BY ALL POINTS SCREW.BOLT&SPECIALTY COMPANY.(Min.Pc=3 ksi) (R) AsIX MM WAIVE PI✓Fs1pr£RATING 0.D®CN NBGATNE TM W)M DESIGN NUICNE pM9azF.QTw w - 1/4-0 BLUE TAP CONCRETE ANCHORS W/CAP AS MANUFACTURED BY FLORIDA FASTENERS DIRECT,INC.(Min.f'c=2 kai) 301 40160 175 190 120 160 205 30140160 75 9(120 60 2D5 30 40 60 75 0 120 LO 205 TAPCON OR - 1/4.0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTETNERS,INC.,AND DISTRIBUTED BY ALL POINTS SCREW,BOLT&SPECIALTY TAPCON WITH ADVANCED COMPANY OR ANY OTHER APPROVED LICENSED OR AUTHORIZED VENDOR REGISTERED WTDI THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. to t2 10 s 8 8 6 5S to 12 10 9 8 '8 s s 14 12 10 s e 6 s THREADFORM TECHNOLOGY R LES 14 12 10 9 8 a e 6 14 12 10 9 a 8 8 6 14 12 to 9 8 0 6 6 (Min.Pc=3 ksi) OR 14 12 10 '9 8 8 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 5 �-POINTS SOLID-SET 14 12 10 8 8 a 6 7 14 12 10 9 0 8 6 6 14 12 10 9 8 6 6 6 BLUE TAP'W/CAP NOTE: 14 12 10 9 8 7 5.5 3,5 14 112110. 9 B B 6 6 74 12 10 0 B a 6 6 TAPPER+ A7)MINIMUM EMBEDMENT INTO POURED CONCRETE OF TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS AND TAPPER+ ANCHORS IS 1 3/4 AND FOR BLUE TPP W/CAP ANCHORS IS 1 1/2'. 4'-0` 14. 12 10 9 B e 6 6 14 12 10 9 8 8 6 6 14 12 10 9 8 B 6 55 14 12 t0 s 8 a 6 4 14 12 10 9 8 8 6 45 14 12 10 9 8 5 .4 3.5 A2)MINIMUM EMBEDMENT OF 1/4"0 x 3/4'ALL POINTS SOUD-SEr ANCHORS SKILL BE'7/8"INTO THE POURED CONCRETE.NO-EM13EDMENT 14 12 10 9 0 8 6 4.5 14 12 1D 9 0 8 6 5S 14 12 10 9 8 6 6 4S INTO STUCCO SHALL BE PERMITTED.1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO EXIST,AND 14 12 70 8 75 5.5 3.5 - 14 12 10' 9 B 8 8 S 74 12 10 9 0, 7 SS 4 •SEE WJ[A710NS of USE FOB 7"MINIMUM FOR WALLS WITH NO STUCCO. 5'-0' 14 12 10 9 8 8 6 6 14 12 10 9 8 8 6 55 14 12 10 9 8 B 6 4S BIFDE A ON SHEET 19 14 12 to. 9 s 7 4 - 14 12 10 9 8 6S 5 3.5 t4 12 10 a 6.5 5 35 3 A3)IN CASE THAT PRECAST STONE,PRECAST CONCRETE PANELS,PAVERS OR ANY VENEER BE FOUND ON THE EXISTING WALL OR FLOOR. 14 12 10 9 8 7S 4.5 - 14 12 10 9 8 B 6 45 14 12 10 9 8 6 4.5 75 ANCHORS SHALL BE LOC ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON t4 12 9.5 7.5 65 45 - - 14 12 70 9 e 7S 6S 4 14 12 10 9 0 6 45 35 NOTES A7)&A2)ABOVE FOR INSTAILIARONS ON-MNYL SIDING OR EFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER.FOR 14 12 10 9 8 8 s - 14 72 10 9 8 8 6 5 14 12 10 9 8 6-5 S 3S INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. 6'-0" 14 12 10 9 75 5.6 3 - 14 12 10 &S 7 55 4 3 14 12 8 6S SS 4 3 - 14 72 LO 9 8 8 - - 14 12 10 9 8 6.5 5 13.75114 12 10 95 8 5 4 - (B) TO EXISTING CONCRETE BLOCK:(ASTM C-90) 14W12 8 8.5 5S 3 - 14 12 10 9 8 65 4.5 3.5 14 12 10 8 7 5 3.5 3 1/4"0 TAPCON OR TAPCON WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS.AS MANUFACTURED BY I.T.W.BUILDEX. 7.-0' 14 F. 9 B e - - 14 12 70 9 8 7 5 4 14 12 f0 9 75 SS 4 3 -1/4'0 BLUE TAP CONCRENTS TE W/CHORS.AS CAP As ACTURED BY FLORI13UFED BY ALL DA FASTENERS DIRECT,SCREW, BOLT&SPECIALTY COMPANY. 1410 8 65 4 - - 14 12 9 71 6 4,5 3.5 - 14 tO.5 7 5S 45 35 1410 85 7 4 _ - 14 12 10 9 7S 55 4 - 14 12 9 7 7.5 45 - _ - 1/4"0 TAPPER+ANCHORS AS MANUFACTURED BY POWERS FASTENERS,INC.,AND DISTRIBUTED B1'ALL POINTS SCREW,BOLT&SPECIALTY 14 11 715.514.5 SS 4.5 - - 14 12 10 9 7.5 SS 4 - 14 12 9 7 . 45 3 COMPANY OR ANY OTHER APPROVED UCE14SED OR AUTHORIZED VENDOR REGISTERED WITH THE AMERICAN SHUTTER SYSTEMS ASSOCIATION,INC. J -12 - 9 6.5= - a- 70 2 B 6 E 65 5 3.5 - NOTES: _ 14 12 D'S� 7 55 3 - - 14 12 0 6S 55 4 3 - 2S 95 6 5 4 3 - - B.1)MINIMUM EMBEONENT INTO CONCRETE BLOCK OF TAPCON,BLUE TAP W/CAP ANCHORS AND TAPPER+ANCHORS IS 1 1/4'AND TAPCON 14 12 s5 7S 8 14 12 9.5 a 55 - - 14 12 8 6 65 4 - - WITH ADVANCED THREADFORM TECHNOLOGY ANCHORS IS 1". 13 9.5 6-51 5 13.5 - - 14 12 10 8 6. 5 - 14 12 8 6.5 5 4 9,^0" 4 12 10 9 B - - - 14 12 10 9 7S - - 74 12 8.5 7 5.5 4 - - 0.2)MINIMUM EMBEDMENT OF 1/4'0 x 3/4'ALL POINTS SOUD-SET ANCHORS SHALL BE ENTIRELY EMBEDDED INTO THE CONCRETE BLOCK NO 1157-5 s 4 - - - 10 11 T 53' 5' 3.5 - - 11 8 55 4.5 3S - - - EMBEDMENT INTO STUCCO SHALL BE PERMITTED. 1/4'0-20 S.S.MACHINE SCREW USED SHALL BE 1 1/2'LONG MINIMUM SHOULD STUCCO 4 12 865 4.5 - - 14 12 8.5 7 5.5 4 - - 14 10-5 7 55 6 4.5 - EXIST,AND 1"MINIMUM FOR WALLS WITH NO STUCCO. 11.5 8.5 5S 4 -114 12 9 7 6 4,5 - - 14 11 7 15.5 45 3.51- 10'-0` 14 12 t0 9 7.5 - - I-114 12 10 8•63 5 - - 14 12 8 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, 14 105 7 _5 3S - -113 9.5 65 5 4 3 - 10. 7.5 5 4 3 ANCHORS SHALL BE LONG ENOUGH TO REACH THE MAIN STRUCTURE BEHIND SAID WALL FINISHES.ANCHORAGE SHALL BE AS INDICATED ON 14 71 1.5 55 - - 14 11.5 9. 6 5 4 12L 95 6 5 4 4 NOTES B.1)&B.2)ABOVE FOR INSTALLATIONS ON VINYL SIDING OR EIFS WITH OR WITHOUT METAL STUDS CONSULT THIS ENGINEER. 0.5 8 5 - 14 12 8 6.5 5.5 4 - 13 10 6.5 5 4 3 FOR INSTALLATION INTO EIFS WITH METAL STUDS SEE SHEET 20. ib 1270 - - - - - 1b 12 9 7 6 4S - 14 LOS 7 55 4S 3.5 - - IN9.5 5 - 12 9 6 45 4 3 9 7 45 35 3 _ (C) ANCHORS SHALL BE INSTALLED FOLLOWING ALL OF THE RECOMMENDATIONS AND SPECIFICATIONS OF THE ANCHOR'S MANUFACTURER 10 7 - - - - - 14 10.5 7 5S 4S - - - 1.5 8.5 5.5 4.5 .75 - - - L 7 7 - - 14 115 7.5 s 5 - - 12 6 4.5 (D) SEE SCHEDULE BELOW FOR EDGE DISTANCE(ED.)VERSUS SPACING RELATIONSHIP FOR ANCHORS. 12'-0" 14 12 10 - - - - - 14 12 B 65 55=_ - 13 10 6.5 5 4 - - - EDGE DISTANCE VERSUS SPACING SCHEDULE FOR ANCHORS: IIS eS '5 - 11 8 SS 4 3S - 0 6 4 3 MAXIMUM ANCHOR SPACINGS ARE VALID FOR EDGE DISTANCES INDICATED BELOW.FOR E D.LESS THAN 111E INDICATED,REDUCE ANCHOR SPACING 13.5 95 6 - 13 95 6.5 5 4 0.5 a 5 4 BY MULTIPLYING SPACING SHOWN ON SCHEDULE BY THE FOLLOWING FACTORS. 9 65 - - 14 10.5 7 5S 4S - 11 BS 5514.513.5 - REDUCED SPACING OBTAINED USING FACTOR SHALL NOT BE LESS THAN MINIMUM SPACING INDICATED FOR EACH ANCHOR TYPE. 13'-0' 14 12 - - - - - - t4 11,5 7.5 6 s - - - tz 9 s 45 4 - - - FACTOR OS 8 - - - - - - 10 75 5 4 3 - - - 7.5 SS 4 3 - - - - ACTUAL TAPCON WITH ADVANCED TAPPER,+ 2s 8.5 - - - - - - 12 9 6 4S 4 - - - 9.5 7 5 4 - - - - p EDGE TAPCON ALL POINT SOLID SET BLUE TAP W/CAP B s - - - - - - 13 ss ss s - - - - o.s 7s 5 a - - - - }{�/ BLADE OR DICTANCE THREADFORM TECHNOLOGY MIN.SPACING 14 12 - - - - - - 14 105 7 5.5 - - - - 11 85 5.5 4,5 - - - - E.D. MIN.SPACING-3° MIN.SPACING-3' MIN.SPACING=3 1/2' MIN.SPACING= 3' 3 3/4" 4' 10 7S - - - - - - 9 7 4S 3S - - - - 7 5 35 3 - - - - 1 HV BLADE W POURED CONCRETE& PORED CONCRETE CONCRETE Bi= POURED CONCRETE& POURED CONCRETE&""I 1.5 8 - - - - - - 11 8 S. 4.5 - - - - 9 B5 45 - - ; - - CONCRETE BLOCK MN EIA=3 1/2' MN.ED.=21/2" CONCRETE BLOCK CONCRETE BLOCK MR EA=3 1/T ACA.E.D.=2 1/T 12 B 6 - - - - - SIS 7 45 - - - - _ HV WINDOW MN E0.=3' MN FD.=3 1 2" WK E0."3' 14 - - - - - - - 3,6 10 65 - - - - - D.s 7 s - - - - - BLADE WORKING 3' 1.0 0.90 1.0 0.78 1.0 0.84 1.0 15'-0' 2 1/2' - 0.81 1.0 - - 0.87 1.0 9 - - - - - - - BS a 4 - - ^ - - 6.5 6 3 _ _ _ _ IN UNISON 10 - - 0.5 0 5 - - 8.5 6 9 _ - - _ 2' - 0.77 - 0.51 - 7 - - - - - - - 1S BS 55 - - - - - 9 65 4.5 - - - - - 1 3/4' - 0.91 - - - 0.43 16'-0" 14 - - - - - - - 25 95 fi - - - - - 10 7S 5 - - - - - 1 1/2 0.35 0.35 8 8 8 4 6 45 J - - - 9.57 5 - - - - - B 6 4 - - - - = FLORIDA BUILDING CODE(Non High velocity Hurricane gone �H A•T�C�/yi�4 ©2015 EASTERN METAL SUPPLY,INC. ���•........TJX BERTHA WT. TM P �ENSF'••.. 1 L E C® Accordio�a Shutter System -INC. ® ® ® ® FEV.BLADE#1 W/OR W/O H.V.WINDOW MACE American Shutter Systems EY,R DESCRIPTION DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY gTpTE OF ��,` Association. iDc. t OLD 11-192 4/13/15 DATE 4/13/15 6155 N.W.36th.SL,St.305.VIRGINIA GARDENS,FLORIDA 3316 Oss' ,p Phona:(305)871-1530.Fax:(305)871-1531­ail: 4268 Westroas Drive z DRAWING No ail:6It<aa®aol.com West Palm Beach, FL 33407 3 .;� WATER A RLUT1Jr.RE �5-085 AAb HIV FLORIDA LIc.$44167 5 SHEET P.E. S'@A1NATURE/DATE 6 13 OF 20 MAXIMUM ANCHORp SPACING (jn,) ';CHEOULE FOR A GIVEN pq&Tt SHUTTER SPAN A.S.D DESIGN NEGATNE PRESSURE RATING AND A CORRESPONDING MOUNTING TYPE FOR CONCRETE OR CONCPRETE BLOCK INSTALLATIONS (SEE MOUNTINGS 1,J.K&L ON SHEET 7). ` POURED CONCRETE POURED.CONCRETE CONCREtE.BLOCK ANCHORS SPACING LEGEND I ALK OVER& 1 TRENCH O ©WALL/WALK OVER MOUNTING MMDNUY J RNNGUARD MOUNTING (E)WALL/FLOOR MOUNTING TAPCON OR ft� ASAOMM WAVE PRE561ME RUM � DEWN N6.M DMGN NFG1c9VE MISWRE IIAM .DESIGN NE AX PRWJRE WVING TAPCON WITH ADVANCED 30 40 160 175 190 120 160 20.5 30140160 1 75 s 120 80 205 30 140 60 75 190 112011601205 30 40 160 175 190 120 160 205 THREADFORM TECHNOLOGY 14 12 10 1 9 1 8 6 1 6 5 12 12 12 12 12 1S BS 6.5 7 7 7 7 7 7 7 5.5 5 5 5 5 5 5 5 5 ALL POINTS SOLID-SET 3'-0' 14 12 10 9 8 *8 5 6 12 12 12 12 12 12 9.5 7 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 R LESS 14 12 10 9 8 8 6 8 12 12 12 12 0S 8 8 4.5 7 7 '7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 BLUE TAP 14 12 10 9 8 8 6 6 12 .12 12 12 12 1p 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 e 8 8 12 12 12 12 11.6 0.5 8S 6 7 7 7 7 7 7 5.5 4 5 5 5 5 5 5 5 4 74 12 10 9 8 8 6 6 12 12 12 12 12 9.5 7 5.5 7 7 7 7 7 7 7 7 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 eS 6 8 4.5 35 7 7 7 7 7 7 6.5 5 5 5 5 5 5 5 5 5 14 12 10 9 8 8 6 6 12 12 12 12 10 7.5 5.5 4 7 7 7 7 7 7 7 5S 5 5 5 5 5 5 5 5 14 12 10 B 8 8 6 6 12 12 12 11 9 7 5 4 7 7 7 7 7 5S 4 3 5 9 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 12 12 10 75 5S 4 7 7 7 7 7 7 7 7 5 5 5 5 f55 5 5 14 12 10 9 e 8 8 6 12 12 9.5 75 8 4.5 3.5 - 7 7 7 7 7 7 5 3.5 5 5 5 5 5 4 14. 12 10 9 8 8 6 6 12 12 12 9S 8 6 4.6 - 7 7 7 7 7 7 5.5 4 5 5' 5 5 5 4 SEE ANCHOR 14 12 10 9. 8 6 6 6 12 12 11.5 9 7.5 5.5 4 3 7 7 7 7 7 4.5 3S - 5 5 5 5 3.5 - SPECIFICATIONS 6-0' 14 12 10 S 8 8 6 6 12 12 12 10 8 6 4.5 3S 7 7 7 7 7 7 7 7 5 5 5. 5 5 5 ON SHEEP 13 14 12 10 9 9 8 6 6 12 12 8 6 5 4 3 7 7 7 7 7 55 4 5 5 5 5 4 3 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 .75 - 7 7 7 7 7 6 4.5 - 5 5 5 5 4.5 - 14 12 10 9 8 8 6 6 12 12 10 8 6.5 5 3.5 - 7 7 7 6S 5.5 4 6 5 5 5 7•-O. 74 12 10 9 8 8 6 6 12 12 12 8.5 7 5 4 3 7 7 7 7 7 7 7 6 5 5 5 5 5 5 4 12 10 9 8 8 6 6 12 10 65 5 4.5 3' 7 7 7 7 65, 3 5 55 5 3S 3 14 12 10 9 8 8 6 6 12 12 aS 7 5.5 4 - - 7 7 7 7 T 5 - - 5 5 5 5 4 - 0 VALID ONLY FOR UP TO +70, -75 14 12 10 9 8 a 6 - 12 12 0.5 7 55 4 3 - 7 7 7 55 45 3 - - 5 5 5 5 4.513.5.- PSF A.S.D DESIGN PRESSURE _14 12 10 9 8 8 6 -_' 12.1210.517.5 6 4S 3S= 7 7 7 7 L 6 �_ 8^ 5 _ _5_5-14 12 10 9 8 8 6 - 12 9 6 4.5 4 3 - - 7 7 7 7 SS 4 - - 5 5 5. 5 5 4 3 _ -�HNG-BC--F-0R-$PANsv-PER 14 12 10 9 8 e 6 - 12 Ill 75 6 5 - 7 7 7 7.5 6 4S - - 5 5 5 5 5 4.5 - _ SCHEDULE #3, SHEET 11 14 12 10 9 6 8 - 12 1.9 7.5 6 5 3.5 - 7 7 6.5 5 4 5 5 5 5 4 3 ib 12 10 9 8 6 - - 12 12 9.5.85 55 3 - 7 7 7 7 7 7 6 3 5 5 5 5 5 5 5 5 14 12 10 9 6 8 - 05 8 5 4 3.5 - 7 7 7 6 5 35 - 5 5 5 5 5 4 3 14 12 10 I 9 8 8 - 12 10 65 5 4,5 - 7 7 7 6.5 5.5 - 5 5 5 5 5 4 14 12 10 is 8 8 - .12 10.5 7 5,5 4,5 3.5 - 7 7 5.5 45 3S - 5 5 5 4S 3S 10,-0'°14 12 10 8 8 8 - - 12 11 8.5 6 5 &6 - - 7 7 7 7 7 7 4.5 - 5 5 5 5 5 6 5 4S 14 12 10 9 8 8 - 9S 7 4:5 3.5 3 7 7 7 5.5 4.5 - 5 5 5 5 4.5 3.6 - 14 12 10 9 8 8 - 12 9 6 5 4 7 7 7 6 5 5 5 5 45 5 14 12 10 9 8 8 - 12 95 6 5 4 3 7 7 5 4 3 5 5 5 4 35 ,j. 14 12 10 9 8 8 - - 12 10 7 5.5 4.5 3.5 - - 7 7 7 7 7 7 3.5 - 5 5 5 5 5 5 [4.14 12 10 98 8 - - 11 6S 4 3.5 3 - - - 7 7 6 6 4 - - - 5 5 5 5 4 3 {� LA®E NLY 14 12 10 9 68 - - 11 B 5S 4 - - - - 7 7 7 5.5 45 - - - 554S ' 7 , V1412 1098 1.5 8S 5.5 4.5 3.5 - 7 7 4.5 3.5 5 5 4.5 3.5 312,-0'14 12 10 9 8 - - - 12 95 65 5 4 3 - - 7 7 7 7 7 6 3 - 5 5 5 5 5 53S 14 12 10 9 8 8 6 4 3 7 7 5.5 4.5 3S - 5 5 5 4.5 4 3 14 12 10 9 8 - 10 7.5 5 4 7 7 6 5 5 5 5 5 4 14 12 10 9 8 - OS 8 5 4 3S - 7 6.5 4S 35 - 5 5 4S 3S 3 14 12 10 9 a - - - 15&5 6 4.5 3S 3 - - 7 7 7 7 7 4S - - 5 5 5 5 5 5 4.5 3.5 i4 12 10 9 a 7 SS 3S 3 7 7 6 4 3 5 5 5 4 J 14 12 10 9 8 - - - 9 7 45 .75 - - - - 7 7 55 45 - - - - 5 5 5 4.5 4 - - - 14 12 10 9 - - - - 10 7.5 5 4 3 7 6 4 3a 5 4 3 14-0'14 12 10 9 - - - - OS3 14 12 10 9 - 65 5 3 7 7 5 3.5 - 5 5 414 12 f0 9 8.5. 6.5 4 7 7 5 451412 V- - 9 7 4S 3.5 3 7 5.5 3.5 14 12 - - 10 7.5 13 - - - - 7 7 7 7 7 35 5 5 5 5 5 4 3 4 12 8 4.5 7 7 45 3 5 4S 3.5 - 14 12 - - 88 - - - 7 7 5 - - 5 5 4 - - -_ _ _ _ _14 12 6S7 SS 3.5 - 5 3S - 14 12 - - 95 7 - - - 7 7 7 7 6 3 5 5 5 5 4S 3S14 12 7 6.5 4 -E-+ 4 3.5 14 12 - - L SS - - - 7 7 4.5 - - - - - 5 5 45 - - - _ = FLORIDA BUILDING CODE(ion high Velocity hurricane done A. T/��''i, ©2015 EASTERN METAL SUPPLY,INC. BERTHA HVTM � EC ® KV.MADE#1 W1 OR w/o KV.WINDOW MADEAccoShutter System 7 L ® o c 3 �`! American Shutter Systems Ey,N DESCR1Y8aN DATE DRAWN BY: M.L. TILLIT TESTING & ENGINEERING COMPANY AggOCiOfi00� Inc. I OLD 11-192 4/13/15 MTE: 4 13 75 i9 STATE OF 6355 N.W.36th.SL,St..305,VIRGINIA GARDENS,F10RIDA 3316 / / Phone (305)871-1530.FGM:(305)871-1531 4268 Westroads Drive 2 n RID .=\�,` e�� ..![:tilt.-C-1 en West Palm Beach, FL 33407 3 DRAWING No ED-0006719 15_085 rweq P.E. (T / onu aa,� SHEET s 14 OF 20