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Home My WebLink About02-1264 BUILDING PERMIT CITY OF ZEPHYRHILLS Permit N2 1 264 (813) 780-0020 Date. ~ ~S~ CJ~ BUilDING ELECTRICAL PLUMBING MECHANICAL Sewer Conn Property Owner: Job Address: Parcell.D. # ~t);: Fin 5'" '7 '3(, 5~,7( hd/ /7'r4 st. Water Conn: Water Meter: T,I.F.'s: Zoning: DescriPtion of Work Energy Code: '~fJ/~ Radon Gas: 1/J c-ff:/f;5t/re NO OCCUPANCY BEFORE C.O. FINAL DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. c.o. DATE Inspector ;YSignat~ufe Co Address ).t$lephone# ~ /10 . ~ City license Registration # / (, C( V State Certified license# Valuation or Contract Price /14 iJ/7 A/t/I'nlll. BUilDING Ftr. Pre SlB lintel FRM. Insul. Cl Wl Tp, Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final PLUMBING MECHANICAL SlB Tub Set Water Sewer Final Breakers Ducts Insl. Com pre Final / Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of twenty-five and 00/100 Dollars ($25.00) shall be made for each trip for each trade: a. Wrong Address b, Condemned work resulting from faulty construction. c. Repairs or corrections not made when inspection called, d, Work not ready for inspection when called. e, Permit not posted on job site, f, Plans not at job site. g, Work not accessible, The payment of inspection fees shall be made before any further permits will be issued to the person owning same. CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DEPARTMENT 5335 8th STREET ZEPHYRRILLS, PL 33540 Phone:813-780-0020 Pax:813-780-0021 DATE RECEIVED t, -.1 ~ 0,;( PLANS REVIEW PEE OWNER'S NAME Jr)/tM ~~~ ~2(J /7 ~ ...s'0 . PHONE CONTACT '7P /OJd JOB SITE ADDRESS ..5"'7::1& LEGAL DESCRIPTION: LOT(S) I~ BLOCK ~ <!)P.deD ~/?o SUBDIVISION PARCEL ID # I /'. 26~2/ 00/,') . (OBTAIN FROM PROPERTY TAX NOTICE) WORK PROPSED: [JNEW CONSTRUCTION [J ADDITION [JALTERATION [JREPAIR [J INSTALL [J SIGN o MOVE o DEMOLISH ~ PROPOSED USE: [JSGL FAMILY DWELLING DMULTI-FAMILY 0# OF UNITS o MOBILE HOME );toTHER o COMMERCIAL o INDUSTRIAL [J SWIMMING POOL DESCRIPTION OF CJ RESTAURANT & HEALTH DEPARTMENT APPROVAL WORK -o/~ /~ ~~~O~6- /. /. .~ J1._~A#"",- SQUARE FOOTAGE L~G/ =.::L.~? / HEIGHT ft- BUILDING SIZE RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. ATTACH (3) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. PROPERTY SURVEY REQUIRED FOR ALL NEW CONSTRUCTION. TYPE OF CONSTRUCTION: [J BLOCK [J FRAME [J STEEL ~OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREA[J YES [J NO ::::q------..... -.. .. ~;~~~~~S~~N:.~IST # ****************************************************************** ELECTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBER COMPANY STATE CERT OR REGIST # CITy PROCESSING # SIGNATURE MECHANICAL ****************************************************************** COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** OTHER COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ***************************************************************** CONDITIONS OF PERMIT AFFIDAVIT A., NOT.~CE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject to "deed restrictions" which may be more restrictive than City regulations. The undersigned assumes responsibi11ty for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undertake work, they may be required to be licensed in accordance with state and local regulations. If the contractor is not licensed as required by law, both the owner and contractor may be cited for a misdemeanor violation under state law. If the owner or intended contractor are uncertain as to what licensing requirements may apply for the intended work, they are advised to contact the City of Zephyrhills Building Department, 813-788-6611. Furthermore, if the owner has hired a contractor or contractors, he is advised to have the contractor(s) sign portions of the "Contractor Sections" of this application for which they will be responsible. If you, as the owner signs as the contractor, you are indicating that you, rather than the contractor, are responsible for the work. If the contractor wishes you to sign as contractor that may be an indication that he is not properly licensed and is not entitled to permitting privileges in the City of Zephyrhills. C. TRANSPORTATION IMPACT FEES AND UTILITY CONNECTION FEES D. CONSTRUCTUION LIEN LAW (CHAPTER 713, FLORIDA STATUTES, AS AMENDED) I certify that I, the applicant, have been provided with a copy of "Florida's Construction lien Law - Homeowner's Protection Guide" prepared by the Florida Department of Agriculture and Consumer Affairs. If the applicant is someone other that the "owner", I cerify that I have obtained a copy of the above described document and promise in good faith to deliver it to the "owner" prior to commencement. E. CONTRACTOR'S/OWNER'S AFFIDAVIT I certify that all the information in this application is accurate and that all work will be done in compliance with all applicable laws regulating construction, zoning, and land development. Application is hereby made to obtain a permit to do work and installation as indicated. I certify that no work or installation has commenced prior to issuance of a permit and that all work will be performed to meet standards of all laws regulating construction, City codes, zoning regulations, and land development regulations in the jurisdiction. I also certify that I understand that the regulations of other governmental agencies may apply to the intended work, and that it is my responsibility to identify what actions I must take to be in compliance. Such agencies include but are not limited to: *Department of Environmental Regulation-Cypress Bayheads, Wetland Areas and Environmentally Sensitive Lands, Water/Wastewater Treatment *Southwest Florida Water Management District-Wells, Cypress Bayheads, Wetland Areas, Altering Watercourses *Army Corps of Engineers-Seawalls, Docks, Navigable Waterways *Department of Health & Rehabilitative Services, Environmental Health Unit-Wells, Wastewater Treatment, Septic Tanks *U.S. Environmental Protection Agency-Asbestos abatement I ,also certify that, if fill material is to be used in Flood Zone "A" or "A,etc.", it is understood that a drainage plan addressing a "compensating volume" will be submitted which is prepared by a professional engineer registered in the State of Florida prior to permit issuance. A permit issued shall be construed to be a license to proceed with the work and not as authority to violate, cancel, alter, or set aside any provisions of the technical codes, nor shall issuance of a permit prevent the Building Official from thereafter requiring a correction of errors in plans, construction, or violations of any code. Every permit issued shall become invalid unless the work authorized by such permit is commenced within six months of issuance, or if work 'authorized by the permit is suspended or abandoned for a period of six months after the time the work is commenced. One 90 day extension of time may be allowed for the permit with fee charge of $15.00. The extension shall be requested in writing to the Building Official. An approved inspection must be logged during each six month period, or the project will be considered abandoned. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. JOBS UNDER $2,500 I VALUE: NOT NEED TO RECORD AND POST ~F COMMENCEMENT". SI OR AGENT SIGNATURE: CONTRACTOR acknowledged lL.. STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____day of by STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _____ day of by acknowledged 19 (name of person acknowledged) Dwho is personally known to me, or (name of person acknowledged) [Lho is personally known to me, or o who has produced (type and whoD did 0 did not of identification) take an oath. Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped ~ I TF. I'I.AN D~~/~ l'WP (RESIDENTIAL USE ONLY) ~ ()C>/~ C)!cou RNG SUBD BLOCK (J/j(J DATE: LOT PARCEL 1. D. /1 SEC H' All drawings shall be drawn to scale or fully dimensioned for all parcels. L\7lY'- I ~1 'v / ' ,}t~. 'P r...tt ~t ~ '/1 ?l ),. .f- 0' -7 .f/ ~ eJ~~ UcD t ~ Y/L .. ~~~ j ~ 1 (( '0 \ Pjl ~pl V r- v' vII ,r:~~ { ,"11 ~ f SHOW ALL EXISTING AND PROPOSED STRUCTURE~ GIVING DIMENSIONS AND SETBACKS. ALSO, INDICATE ANY BODIES OF WATER, TREES (INCLUDING SIZE, DIAMETER, TYPE), AND ROADWAYS (INCLUDING NAMES) ADJACENT TO THE PROPERTY. INDICATE TIlE SIZE, YEAR, AND NAME OF MOBILE; SUCH AS 12' X 60'. 1981. FLEETWOOD. ALL "EASEMENTS", "PROPERTY LINES", "RIGHT-Of-WAY", and "JURISDICTIONAL LINES" must be shown on all site plans. DO NOT ENCROACH INTO ANY EASEMENT WITH A STRUCTURE. HOUS! CO"STRUCTIO" PROPOSED ADDITlOH NoelL! HON! S!T-UP rear (.0') reor (.0') rear (IISO') ~ SO' 40' III ~ ~ b ~ II 0 ~ 8 " a c 0 III z: ... ... ... "" ..... 0 . ~ ~ . Eaiuin, . C .'! .. .. 0 .. '. .; '. s".. .. II: ROAD "ANE: "OAD HANE "OAD HA NE: ;, -1-A.. \, r- tr A.:A't -~ . ~ v ~ -yU. "?<o. ~ V -.c;;. "^ < ~ "'- K ~- ~ n l' ". ~ ~. ....... ~ ~ ~ ~ 11\ "'Q l~ .hK Ci\ "iJ \:- ~~ ~ ~ ~ ~ ~ .... ,. ~ :K ~~ .Jf( ...r- - ~ . ~ " :"r ~ ',. ~ Gf' ~ \ \ t;l> f '< ~ - ~~~ ~ '0 Qu f )* ~ ~V) ~\- ~ "t ~ "" ~ ~ - - I ALUMINUM IMARK I EXTRUSIONS 1. D. CHART DESCRIPTION I VT 1FT I AREA I VALL t I FLGE t STRUCTURAL ITEMS DESCRIBED ALLOY (A) 1x2 OPEN BACK 0.276 0.230 0.044 0.044 6063-T6 (B) 1)(3 OPEN BACK 0.384 0.320 0.050 0.050 6063-T6 (C) 3)(2 PATIO BEAM 0.681 0.579 0.050 0.050 6063-T6 (D> 2)(2 PATIO BEAM 0.518 0.441 0.044 0.044 6063-T6 (E) 3)(2 SNAP BEAM 0,542 0.461 0.041 0.041 6063-T6 (F) 2)(3 PATIO BEAM 0.681 0.579 0.050 0.050 6063-T6 (G) 2)(3 SNAP BEAM 0.680 0.578 0.045 0.045 6063-T6 (H) 2)(4 PATIO BEAM 0.799 0,679 0.050 0.050 6063-T6 m 2)(4 SNAP BEAM 0.786 0.668 0.045 0.045 6063-T6 (J) 2)(4 5MB 1.008 0.857 0.044 0.135 6063-T6 (K) 2)(5 5MB 1.092 0.952 0.050 0.135 6063-T6 (l) 2)(6 5MB 1.342 1.141 0.054 0.135 6063-T6 (M) 2)( 7 5MB 1.515 1.288 0.057 0.135 6063-T6 (N) 2)(8 5MB 2.l47 1.826 0.072 0.224 6063-T6 (0) 2)(9 5MB 2.317 1.970 0.072 0.224 6063-T6 (P) 2)(10 5MB 3.504 3.028 0.092 0.389 6063-T6 (Q) 3)(2 POST BEAM 0,800 0.680 0.070 0.070 6063-T6 (AU> 3)(3 SCALLOPED TUBE 0.596 0.507 .044-.078 .044-,078 6063-T6 (AV) 3)(3-0.093 TUBE 1.256 1.068 0.093 0.093 6063-T6 (A'W) 3)(3-0.125 TUBE 1.691 1.438 0,125 0.125 6063-T6 (AX) 4)(4-0.125 TUBE 2.279 1.938 0.125 0.125 6063-T6 (AY) 4)(4-0,250 TUBE 4.41 3.75 0.250 0.250 6061-T6 (AD 6)(6-0.125 TUBE 3,46 2.94 0.125 0.125 6063-T6 ANGLES DESCRIBED (AM 2)(2)(.125 ANGLE 0.569 0.484 0.125 0.125 6063-T6 (AB> 2)(2)(.093 ANGLE 0.427 0.363 0.093 0.093 6063-T6 (AD 1xl)(.062 ANGLE 0.141 0.120 0.062 0.062 6063-T6 (AD> 1)(2)(.062 ANGLE 0.214 0.182 0.062 0.062 6063-T6 (AD 1)(3)(.110 ANGLE 0.323 0.275 0.110 0.110 6063-T6 RECEIVING CHANNELS DESCRIBED (CA) 1.5)(2.125)(.062 0.362 0.308 0.062 0.062 6063-T6 (CB) 1.5)(3.125)(.062 0.438 0.372 0.062 0,062 6063-T6 (CC) 1.75)(3,23)(.110 0.834 0.710 0.110 0.110 6063-T6 (CD> 2)(4.125)(.125 1.157 0.984 0.125 0.125 6063-T6 SUPER GUTTERS DESCRIBED (GA> 4')(4' EXTRUDED 1.270 1.080 0.070 0.070 6063-T6 (GB) 4')(5' EXTRUDED 1.358 1.155 0.075 0.075 6063-T6 <GC) ~'x1" EXTRUDED 2.3'12 2.012 0.100 0.100 6063-T5 NOTEI THESE EXTRUSIONS ARE AN 'OVERVIE'J' OF 'JHAT IS READlL Y AVAILABLE L DOES NOT HID CONSTITUTE A COMPLETE LISTING or 'JHAT IS AVAILABLE. 1 ! l 3871 TAMIAMI TRAIL. SUITE E PORT OiARLOTTE. Fl 3.:5952 PHONE: (941) 627-4901 FAX: (941) 624-2382 ~ ALUMINUM STRUCTURES MASTER PLAN IIGIIlIZKIIC, 1M:. @ COPYRIGHT AL KNGIND.:R1NG, INC. 2002 AI.. ENGINEERING, INC. FlORIDA UCENSE 17441 PAGE 36 OF 266 I - - - W 0:: ::> CJ) o -J .. 0 Wz ~W :E-J ~~ - - - - o W 0:: CJ)::> CJ) :j~ ~ <[l. [l. 3:~ CJ)~z _0 :Eltlltl~:3 USu.o::Wz ID-JO[l.O u.<CJ)CJ)j:: O:E ' 00 OUU.OZW O::~o~ii ~zO:::I:~ ~-~~ ~ Wo :E 5~ CJ)0 ~ [l. ::> - I - II - I II II I I 3871 TAMIAMI TRAIL. SUITE E PORT OiARLOTTE. 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J:NGDlD:RING, INC. 2002 AL ENGINEERING, INC. FlORIDA UCENSE 17441 PAGE 99 OF 266 I CAGE BRACING DETAILS CONT'D I (4) 110 1-1/2' SMS INTO SCRE'J BOSSES (4) 110x 1-112' SMS THRU ANGLE INTO POST tmESi CORNER CABLES OR RIGID BRACING SHALL BE USED ON ANY 'JALL NOT DIRECTLY FASTENED TO THE HOUSE IN ORDER TO RESIST DIAGONAL STRESSES DUE TO 'JINDUlAD. THESE CABLES SHALL EXTEND DIAGONALLY FROM EACH CORNER. TENSION SHOULD BE ADJUSTED BY THE USE OF TURNBUCKLES. TURNBUCKLES SHALL HAVE LOCKING DEVICE TO PREVENT LOOSENING. THIS STAINLESS STEEL CABLE SHALL BE AT LEAST 1750 POUNDS TEST STRENGT~ THE BOTTOM OF THE CABLE SHALL BE FASTENED TO THE SLAB '.lITH THREE 114' FASTENING OR T'Jo 5/16' FASTENING 'WITH A 118' STRAP. 'JALL BRACING AND TOP STRAPS SHALL BE REQUIRED. (4) 110)(3/4" SMS THRU ANGLE INTO 2)(2 TYPICAL "'ALL L ROOF BRACING DETAIL SIDE VIE'" - OPTION #3 EXIST. 3 1/2' CONC 3/32'~ S/S CABLE 110 - 6')(6' 'JELDED '.lIRE MESH 5/16' ANCHOR BOLT (EXPANSION BOLT) ... ... ~ .' .... .,6 ... . ... . ... '. ... LOOPED CABLE CoNC. .... 3/8")(2-3/4' CONC. EXP, B[)L T DR 1/2")(2-3/4' RA'JL SPIKE EMBEDDED INTO CONCRETE . 4... CONCRETE SLAB CONCRETEI STRAP DETAIL SIDE VIE'" - OPTION #1 CONCRETEI LOOPED CABLE DETAIL SIDE VIE'" - OPTION #2 CBDcaN'T 3871 TAMIAMI TRAIL. SUITE E PORT OiARLOTTE. Fl 33952 PHONE: (941) 627-4901 ,..... (1..,) .......... ~ ALUJlINUM STRUCTURES JaST.ER PUN ENliINEEIN, II:. @ COPYBlGBT .AI. ENGlND:RlNG, INC. 2002 AI.. ENGINEERING, INC. FlORIDA UCENSE 17441 PAGE 93 OF 266 .".:. i 1 I il II , BEAM TO GUTTER SCREEN WALL/SCREEN DETAILS ROOF ONLY I I SE:F - ~ GUTTER -_ DET AI[~ F Asq;;r (4) 114x3" LAG SCRE'JS '.II 3/4"" STIIlINLESS STEEL '.lASHER I! EACH CLIP I I --------1.. STRUCTURAL GUTTER Stt "GO~1-_ DtrAlL~ FASCI;;r (4) 114x3" LAG SCRE'JS '.II 3/4". ST AINLESS STEEL '.lASHER @ EACH CLIP I I --- :J... ---- ;" STRUCTURAL GUTTER (2) 114x3/4' SMS INTO GUTTER (1" MINIMUM SEPARATION) SE:F "GO ----- TTER r:o-- DETAIlS FASCI;;r (4) 114x3" LAG SCREVS '.II 3/4". ST AINLESS STEEL '.lASHER @ EACH CLIP ~ I .1 3.5"x.l00' ALUMINUM ANGLE CLIP (1) @ EACH BEAM LoCA nON STRUCTURAL GUTTER NOTEI SEt ~T~- TER TO-- DtTAlls FASCI;;r (4) 114x3' LAG SCRE'JS VI 3/4'. I ST AINLESS STEEL I '.lASHER @ EACH CLI~_____j STRUCTURAL GUTTER I (4) 114x3/4' SMS INTO GUTTER (I" MINIMUM SEPARATION) I DETAIL (6) 2' 5MB (SEE Roor BEAM SPAN CHARTS) (4) 112)(3/4" SMS EACH SIDE ~ (3) 18 SMS THRU CHANNEL INTO BEAM MAX 45' 2 1I8"xl 1/2"x.062' REC. CHANNEL OPTIONAL BEAM CUT I I 3.5")(.100" ALUMINUM ANGLE CLIP (1) @ EACH BEAM LOCATION (4) 114 SMS 2' 5MB (SEE Roor BEAM SPAN CHARTS) l'x2' DB 2"x2"x.093' ANGLE DETAIL @ (2) 112xl 112" SMS INTO OIB AND GUTTER (4) 110x3/4' SMS INTO BEAM (EACH SIDE> (2) 112x3/4" SMS EACH SIDE ~ (3) 1t8 SMS THRU CHANNEL INTO BEAM MAX. 45' REC. CHANNEL I DETAIL @ 2" 5MB (SEE ROOF BEAM SPAN CHART4) 2"x2" INTERNALLY rASTENED TO MAX. 45' BEAM '.11TH (2) 110xl 112' SMS (4) 112x3/4" SMS EACH SIDE (4) 114x3/4" SMS INTO GUTTER (1" MINIMUM SEPARATION) 2 I/B'xl 1/2"x.062' REC, CHANNEL 3Sx.l0D" ALUMINUM ANGLE CLIP (1) @ EACH BEAM LOCATION (4) 114 SMS DETAIL @ 2' 5MB (SEE Roor BEAM SPAN CHARTS) DOOR JAMB INTERNALLY rASTENED TO BEAM '.11TH (2) 110xl 1/2' SMS ~ (4) 112x3/4' SMS EACH SIDE (4) 114x3/4' SMS INTO GUTTER MAX. 45' (I" MINIMUM SEPARATION) 2 1/8'xl 1/2"x.062" RECEIVING CHANNEL 1.) AL ENGINEERING, INC. DOES NOT 'JARRANTEE OR GUARANTEE. EITHER EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRITY or THE EXISTING STRUCTURE. 2.) CONTRACTOR SHALL VERIFY STRUCTURAL INTEGRITY OF HOST STRUCTURE. 3.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAX. OVERHANG '.11TH A MINIMUM or 2x4 TRUSSES SPACED 24' D,C.. TO EXCEED THESE PARAMETERS SPECIAL ENGINEERING IS REQUIRED. BTC 3871 TAMIAMI mAIL. SUITE E PORT OiARLOTtE. Fl 33952 PHONE: (941) 627-4901 FAX: (941) 824-2382 ~ ALUMINUM STRUCTURES IlASTER PLAN DlCiINIIJK. K. @ COPYRIGHT AI. ENCINDRING, INC. 2002 AL ENGINEERING, INC. FlORIDA UCENSE 17441 PAGE 86 OF 266 -wr GUTTER SCREEN TO WALL FASCIA DETAILS SCREEN ROOF (4) 114)(3' LAG SCRE'JS '.II 3/4' STAINLESS 5 STEEL '.lASHERS @ EACH CLIP 3.5")(.100" ALUM ANGLE CLIP Ii! EA. BEAM 4 114)(3/4" SMS ./" i :1 I I j I ./" DETAIL 0 , r : I ij ./" I (REF. BEAM TO GUTTER DETAILS) 2 CONTINUOUS ANGLE 1')(2' OB OR 'JoOD TO PLUMB GUTTER VHEN REQUIRED 4", 5' OR 7" SUPERGUTTER ! i ; ~ RAFTER MIN. 2" PENETRATION (MAX. 24' D.C.) ./" 3/8")(8' LAG THRU SPACER FERRULE Ii! EACH BEAM (FERRULE SHALL BE RIGID ALUMINUM OR PVC PIPE> 4 /'" ./" I (REF. BEAM TO GUTTER DETAILS) DETAIL @ 4", 5' DR 7" SUPERGUTTER NOTE. P AL ENGINEERING, INC. ODES NOT 'JARRANTEE DR GUARANTEE, EITHER EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRITY or THE EXISTING STRUCTURE. 2,) CONTRACTOR SHALL VERIry STRUCTURAL INTEGRITY OF HOST STRUCTURE. 3.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAXIMUM OVERHANG '.lITH A MINIMUM Dr 2x4 TRUSSES SPACED 24' O.C.. SPECIAL ENGINEERING IS REQUIRED IN ORDER TO EXCEED THESE PARAMETERS. 4.) GUTTER MAY BE REVERSED USING SAME FASTENER PATTERNS. 5.) 0 DENOTES ORDER or INST ALLA TION PROCEDURES. Sf;1 ;sa71 TAMIAMI TRAIl., IUITI: E PeRT CHARLOTTE, FL 33152 PHONE: (841) 1527-4901 FAX: (841) 82+-2382 ~ ,"UlIlNUM Sf'IIUC'I'lJUS JUSf'ZII PUN 9B1:B114&.lNC. @ COPYRIGHT .u. ENCDI'URING, ore. 2002 AL EHGlNEmlNG, INC. FLORIDA UCENSE 17441 PAGE 85 OF 286 I I 1 I '-. I BEAM TO COLUMN CONNECTIONS I rASTENERS SHALL BE PLACED A MINIMUM OF 1/2" rROM EDGE or BEAM AND A MINIMUM SPACING AS PER THE CONNECTIONS BELo'J FASTENERS SHALL NOT BE PLACED LESS THAN 3d APART. Ir THESE SPACINGS CANNOT BE ACHIEVED. THEN GUSSET PLATES SHALL BE INSTALLED OR AL ENGINEERING. INC. MUST REVIE'J AND PROVIDE APPROVAL. 2x2 INTERNALLY rASTENED TO BEAM '.I I (2) 1110xl 112" SMS tllO SMS @ 24" D.C. (8) 1110x3/4' EACH SIDE 2'x3' PB DETAIL 0 DETAIL @ ALUMINUM END CAP (OPTIONAL> 110xl 1/2' SMS 6" EACH SIDE OF POST AND I! 24' D.C. MAX. FASTENED 110 SMS @ 24" D.C. ALUMINUM END CAP (OPTIONAL> 1110xl 1/2" SMS 6" EACH SIDE or POST AND @ 24' D.C. MAX. (2) 1I10xl" SMS INTO SCRE'J BOSSES or 1x2 DB (13) 1I10x3/4" SMS EACH SIDE 2x2 INTERNALLY FASTENED TO BEAM '.I I (2) 110x1 1/2" SMS 1I1D SMS @ 24' D.C. . . . 2 X 7 5MB BTCCt DETAIL CD 3871 TANIAMI TRAIL. SUITE E PORT OiARLOTTE. F1.. 3.:5952 PHONE: (941) 627-4901 FAX: (941) 624-2382 ALUMINUM END CAP <OPTIONAL> tHOxl 1/2" SMS 6" EACH SIDE OF POST AND @ 24' D.C. MAX. (2) 1I10d" SMS INTO SCRE'J BOSSES or 1x2 DB (15) 110x3/4' SMS EACH SIDE 2x2 INTERNALLY rASTENED TO BEAM '.I I (2) 1I10d 112' SMS 1I10 SMS @ 24" D.C. ALUMINUM END CAP <OPTIONAL> 1I10xl 1/2" SMS 6' EACH SIDE Of' PCST AND I! 24" C.C. MAX. (2) 1I10xl" SMS INTO SCRE'J BOSSES OF lx2 DB 2"x4' PB. SB OR 5MB (9) 110x3/4" SMS EACH SIDE ...1 GUSSET PLATE (MIN. THICKNESS EQUAL TO OR GREATER THAN POST THICKNESS) DETAIL 2x2 INTERNALLY FASTENED TO BEAM '.I I (2) 1I10xl 1/2" SMS tllO SMS @ 24" O.C. ALUMINUM END CAP (OPTIONAL> 110xl 1/2' SMS 6" EACH SIDE OF POST AND @ 24" D.C. MAX. (2) 110xl' SMS INTO SCRE'J BOSSES or lx2 DB (14) 110x3/4" SMS EACH SIDE DET AIL @ 2x2 INTERNALLY FASTENED TO BEAM '.I I (2) 1I10xl 1/2" SMS 1I10 SMS @ 24" D.C. ALUMINUM END CAP (OPTIONAL> 1I10xl 1/2" SMS 6" EACH SIDE or POST AND @ 24' D.C. MAX. . . . . . . (2) 1I10xl" SMS INTO SCRE'J BOSSES or lx2 DB (17) 110x3/4' SMS 2 X 8 EACH SIDE 5MB DETAIL CD ~ M.UJlINUJI STRUC'l"URES JUSTER PLAN DUIIRIl6.INC. @ COPYRIGHT AI. ENGINEJ:RING. INC. 2002 AL ENGINEERING, INC. FLORIDA UCENSE 17441 PAGE 78 OF 266 ~ I I I POST/COLUMN TO CONCRETE DETAILS I DETAIL 0 I I 2')(2")(.125' ANGLE EACH SIDE or COLUMN '.lITH 1112)(3/4' SMS SPACED A MINIMUM or l' O,C. (SEE SECONDARY ANGLE SCHEDULE) 2')14. $B, 2')14' ~MB OR 2')tS' ~MB COLUMN SCREEN 2')(2')(.125" ANGLE EACH SIDE (2)-IU2)(3/4' SMS EACH SIDE (MIN. I' D.C. SPACING) 3/8" PO'JERS '.lEDGE BOLT CoNC. ANCHOR THRU ANGLE L 1")(2" DB INTO CONCRETE EACH SIDE (MIN. 3.5" EMBEDMENT> 1")(2' DB BASE PLATE (TYP.) I I 3/8' PO'JERS '.lEDGE BOLT CONCRETE ANCHOR THRU ANGLE INTO CONCRETE AT AN EMBEDMENT Dr 3.5" MINIMUM (SEE SECONDARY ANGLE SCHEDULE) <1 .d ~ .d ' <J , 3' MIN. rROM EDGE, Of SLAB I · NOTE' DETAIL ILLUSTRATES TYPICAL - 2')(4' 5MB COLUMN CONNECTION 2 .. MIN. I · NOTE. DETAIL ILLUSTRATES TYPICAL 2")(4' 5MB COLUMN CONNECTION I SIDE VIE\J I I SCREEN SB, 2')(4' 5MB DR 2")(5" 5MB COLUMN (2)-112)(3/4" SMS EACH SIDE (MIN. l' D.C. SPACING) 2')(2')(.125" ANGLE ;Y3/8" PO'JERS '.lEDGE BOLT CoNC. ANCHOR THRU ANGLE L 1")(2' DB INTO CONCRETE EACH SIDE (MIN. 3.5' EMBEDMENT> 1')(2' olB BASE PLATE (TYP.) I (2)-110)(1-1/2' SMS EACH SIDE I <1 ~t 1 114' MIN. CONCRETE ~ ANCHOR EMBEDMENT ~_'MAX SPACING___ 24" olC I I AI ::: IFRONT VIE\JI I NOTE, DETAIL ILLUSTRATES TYPICAL 2"x4" 5MB CONNECTION. I CONCRETE PRIMARY 2'x2")(.125' ANGLE SECONDARY ANGLE SCHEDULE SCREEN-,_,:: ~' :" . AI Z ::: .... "" . Ii .' 1'" .,: COlUMN SIZE Sl.tB OR SB 2-x 4- 2-x 5- (2) 3/8 2) 3/8- 4 4 I AI (TYP.) 3/8" Po'JERS '.lEDGE BoL T CONCRETE ANCHOR AT 3.5" MINIMUM EMBEDMENT TOTAL CONCRETE ANCHORS TOTAL #1~'4- I 2')(4' SB, 2'x4' 5MB OR 2')(5' 5MB COLUMN I SECONDARY 2')(2")(.125" ANGLE (SEE SECONDARY ANGLE SCHEDULE) NOTES. (1) ALL 1/4' CONCRETE ANCHORS TO BE Po'JERS PO'JER-BoL TS 1I12x3/4' SMS COR EQUIVALENT> 24' D.C. FOR 5MB (2) CONNECTION IS GOOD FOR 3.475 POUNDS Of' UPLIf'T. SPECIAL ENGINEERING IS REQUIRED TO EXCEED 3,475 POUNDS. (3) CONNECTION IS BASED ON 3' MINIMUM EDGE DISTANCE AND 2' SPACING Of' fASTENERS. 1112 SMS TYP, (SPACED @ I' O.C, MINIMUM) I PCCD I TOP VIE\.! I 3871 TAMIAMI TRAIL. SUITE E PORT OiARLOTTE, FL 33952 PHONE: (941) 627-4901 FAX: (841) 824-2Ja2 ~ n.UJllNUM STRUCTURES JUSTER PUN DGIIIIIIIIG. IE @ COPYRIGHT AI. ENGINDRDiG. INC. 2002 AL ENGINEERING, INC. FLORIDA UCENSE 17441 PAGE 59 OF 266 I CHAIR RAIL CONNECTIONS I 2x2x.062 RECEIVING CHANNEL llR 2x SNAP llR 5MB COLUMN 2)( PB, SNAP llR 5MB COLUMN 2x PD. SNAP OR 5MB CHAIR RAIL INTERIllR fASTENIN (4) IUOx 1 112' SMS INTO SCRE'JBoSSES EACH SIDE 1.S"x2.12S"X.062" INTERIllR "U' RECEIVING CHANNEL '.1/(4) Itl0)(3/4' SMS 2x2 PB CHAIR RAIL EXTERIOR CHAIR RAIL CllNNECTION INTERIllR CHAIR RAIL CoNNECTIllN HIDDEN CHAIR RAIL CoNNECTIllN DET AIL @ DET AIL @ DET AIL @ DBL 2"x 5MB INTERIOR rASTENIN (4) 110x 1 112" SMS INTO SCREVBoSSES EACH SIDE DBL 2"x 5MB 2x2x,062 RECEIVING CHANNEL 2x PB. SNAP OR 5MB CHAIR RAIL 2x2 PB OR 2x3 PB CHAIR RAIL (4) 110x3/4"SMS (4) Itl0x3/4"SMS 1.5"x2.125'X.062' INTERIOR "U" RECEIVING CHANNEL '.1/(4) 110x3/4" SMS I ~. I: r 1! 1 ' f , j I 1 .~ {i EXTERIOR CHAIR RAIL CONNECTION INTERIOR CHAIR RAIL CoNNECTIllN HIDDEN CHAIR RAIL CONNECTION DET AIL @ DET AIL @ DETAIL @ CRCD i I t ~ ALUIIINUII STRUCTURES MASTER PLAN DtIiIIDIItE, JNl:. @ COPYRIGHT AI. DC1MD:RlNG. INC. 2002 AL ENGINEERING. INe. ruJRIDA LICENSE IH'Il PAGE 52 OF 266 3871 T AMIAMI TRAIL. SUITE E P[RT CHARLOTTE, rL 33952 PHONE, (941) 627-4901 FAX' (941) r.!4-!38! III . -- -- . . . II , II I I I I I I I I I ~ SIDE WALL COLUMN FOR SCREEN WALLlsCREEN ROOF ~ NON - LOAD BEARING WALLS NG 45' _ IDII ~. C.IlllE "",,"G Rlla' IBM "" ~ ~M, ",~G,/ ".Y~ / ~ V'Ir-' " FnGF T~ V~ ~ BEAM ~1w, ~~ (l'tP) NlE ~ I-ElGiT zC> rr~ ~~_ Iili J / i~ ca..uWN +- ~/ NUfR RI)GEIl BRAONG IEIGfT ElWI'LE ~ ~ J 16' IoI1N.. ..-. (l'tP 48" .WAX. / (~ J I I I R<XF BEAM SPAN \. I ROOF BEAW SPAN '\ CAB..E BRAONG GABLE MANSARD DETAIL CD DET AIL @ EXAWPLE · CABLE BRACING TO BE INSTAUED FOR EAQl g' (~ FRACnCJ4 lHEREOF) IF ~nCAl WALl HEIGHT MAXIMUM COLUMN HEIGHT IN DECIMAL FEET SCREEN WALLS - SCREEN ROOF WIND LOADS UP TO 130 MPH.EXPOSURE C DEFLECTIONUBO SPAN<=12' DEFLECTION U180 SPAN >12' SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x2x.0+4 PB PURLlN (D) (E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) SPACING 2><2 PB 3><2 PB 2x3 PB 2x3SB 2x4 PB 2x4 SB 2x4 5MB 2x5 5MB 2x6 5MB 2x7 5MB 2x8 5MB 2x9 5MB 2x10 5MB 3"-0" 9.40 11.10 13.20 1430 16.60 17.40 1940 22.30 24.00 24.00 2400 24.00 24.00 4'-0" 8.50 10.10 12.00 13.00 15.20 15.90 17.70 20.30 24.00 24.00 24.00 2400 24.00 5'-0' 7.90 9.30 11.10 12.00 14.10 14.80 18.50 1900 22.30 2400 2400 2400 24.00 6'-0" 7.40 8.80 10.50 11.30 13.20 13.90 15.60 17.90 21.10 23.80 24.00 2400 24.00 T-O' 7.00 8.30 990 1070 1260 1320 14.80 1700 20.10 2260 24.00 24.00 24.00 8'-0" 6.70 790 9.50 10.30 12.00 12.60 14.10 16.30 1930 21.70 2400 24.00 24.00 9'-0' 6.40 760 910 9.90 11.50 12.10 13.60 1560 16.60 2090 2400 24.00 24.00 INTERPOLATION BETWEEN VALUES IS PERMISSIBLE. VALUES IN DECIMAL FEET. SIDE WALL COLUMN CHART FOR USE IN CONJUNCTION WITH 2x3x.050 PB PURLlN (D) (E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) SPACING 2x2 PB 3><2 PB 2x3PB 2x3 SB 2x4 PB 2x4 SB 2x4 5MB 2x5 5MB 2x6 5MB 2x7SMB 2x8 5MB 2><9 5MB 2x10 5MB 3'.0" 940 11.10 1320 14.30 16.60 17.40 19.40 22.30 24.00 24.00 24.00 24.00 24.00 4'.0" 850 10.10 12.00 13.00 15.20 15.90 17.70 20.30 24.00 24.00 24.00 2400 24.00 5'-0" 7.90 9.30 11.10 12.00 14.10 1480 16.50 1900 22.30 2400 2400 24.00 24.00 tr-O" 7.40 8.80 1050 11.30 13.20 1390 1560 1790 21.10 2380 24.00 2400 2400 T-U' 7,00 830 9.90 1070 1260 13.20 1480 17.00 2010 22M 2400 2400 24.00 A'.1l" A,70 790 8M 1D3O 12.00 1UO 14.10 1830 18.30 21.10 2400 24.00 2400 9'-U' 6.40 7.60 910 9.90 11.50 1210 13.60 15.80 1660 20.90 2400 2400 24.00 INTERPOLATION BETWEEN VALUES IS PERMISSIBLE. VALUES IN DECIMAL FEET. MUL TIPL Y THE COLUMN HEIGHTS BY THE FOLLOWING FACTORS TO GET ALLOWABLE HEIGHTS FOR DIFFERENT WINDSPEEDS WIND SPEED FACTOR 140 0.95 120 1.05 110 1.10 NOTe, COLUMN HEIGHT MAY NOT BE EXTENDeD FROM A VALUE LESS THAN 12 FEET TO A VALUE GREATER THAN 12 FEET THROUGH THE USE OF A MULTIPliCATION FACTOR DUE TO THE CODE SPECIFIED CHANGE IN DEFLECTION LIMITS. SJfCT3' 3871 TAMIAMI TRAIL. SUITE E ~ .u.UIHNUM STRUCTURES MASTER PUN PORT OiARLOTIE. FL 339152 PHONE: (941) 627-4901 rNliINEERIt6, INC. @ COPYR1GHT .iL ENGIN'D:RJNG, INC. 2002 PAGE 51 OF 266 FAX: (841) 824-2382 AI.. ENGINEERING, INC. FLORIDA UCENSE 17441 l I PURLIN/BEAM TO BEAM CONN. DETAILS I T'r'P. 5MB OR SNAP BEAt.A I L.J DETAIL @ DETAIL ([) MINIMUM 1" CENTER- TO-CENTER SCREW SPACING MINIMUM 1/2" EDGE DISTANCE (SECONDARY) PURUN/BEAM T'r'P . (SECONDARY) fr..2 SMS INTO o SMS EACH SIDE RIMARY BE~M SE1ONDAR~/BEAM PURUN/BEAM (BOTH SIDES PURUN 2 lC 4 5MB. 58 OR PB 4 3 2 lC 5 5MB 4 3 2 lC 6 5MB 5 4 2 lC 7 5MB 6 5 2 lC 8 5MB 7 5 2 lC 9 5MB 8 6 2 lC 10 5MB 8 7 SEE SCHEDULE FOR FASTENERS DETAIL @ T'r'P, 5MB NOTE: ILLUSTRATED AS 2lC4 5MB SECONDARY PURUN / BEAM T'r'P. SUB PURUN - ( SECONDARY) t.AINIt.AUM 1" CENTER-TO-CENTER SCREW SPACING MINIMUM 1/2" EDGE DISTANCE FOR 112 SMS '" 1" EDGE DISTANCE FOR 110 SMS 2"lC2"lC.D44" PB (1) - 110 SMS OR (2) - 18 SMS INTO EACH SIDE OF PURUN DETAIL @ T'r'P. 5MB OR SNAP BEAM DETAIL PBC NOTES: MINIMUM 1" CENTER TO CENTER SCREW SPACING. MINIMUM 1/2" CENTER TO CENTER DISTANCE FROM SCREEN TO EDGE OF MEMBER. 3871 TAMIAMI TRAIL. SUITE E PORT OiARLOTTE. Fl 33952 PHONE: (941) 627-4901 FAX; (841) 1I24-2Ja2 ~ JLUJlINUM STRUCTURES JUSTER PUN 0JliINEERNi, IN:. @ COPYRIGHT ~ ENGINBERING. DlC. 2002 At ENGINEERING, INC. FlORIDA UCENSE #7441 PAGE 49 or 266 '',j ~l - IBEAM TO BEAM CONNECTION DETAILS I SPACING BETVEEN SCRE'JS SHALL NOT BE LESS THAN 3d. MINIMUM DISTANCE FROM SCRE'J TO EDGE OF MEMBER SHALL NOT BE LESS THAN 0.5'. GUSSET THICKNESS MUST BE GREATER DR EQUAL TO 'JALL THICKNESS OF BEAM. TOTAl.. I Of DISTANCE FASTENER FAS'IDIER DISTANCE FASTENERS TO BEAM COMPLETE FROM -.gmCAL HORIZONTAl.. FROIoI SIZE CONNEC'TlON "a" 0" SPUCE SPACING SPACING EDGE 2)(4 PB 20 - 1110 SMS 7.35" 2.15' 0.5" 1.12" 1.14" 0.5" - 2)(4 SB 24 - IUD SMS 7.35' 2.15" 0.5" 1.12" 1.14' 0.5' 2)(4 5MB 28 - IUD SMS '3.5" 2.5' 0.5" 1.12' 1.14" 0.5" 2)(5 5MB 28 - IUD SMS '3.75' 2,5' 0.5" 1.50' 1.14" 0.5' 2)(6 5MB 32 - IUD SMS 11.25' 4' OS 2.0" 1.14' OS 2)(7 5MB 32 - 1110 SMS 12" 5" D.5" 3" 1.14' 0.5' 2)(8 5MB 36 - 1110 SMS 14.75' 6' 0.5" 4" 1.14' 0.5' 2)('3 5MB 40- 1110 SMS' 14.75' 6" 0.5" 'I' 1.14' 0.5' 2)(10 5MB 44 - 1110 SMS 17.5' 7' 0.5' 5' 1.14' l' 10 SCE'JS Q PER SPLICE~ ~ (4D TOTAU ~...l-l~ 2)(9 5MB 2)(9 5MB _ - - _ ~- -- o 0 0 00 \ 0 0 0 0 0 o 00/ \ 000 00 00/ -0 DETAIL @ DETAIL SHOWN 10S 2x9 5MB, OTHER BEAMS ARE SIMILAR. TOTAl.. , Of DISTANCE FAS'IDIER FASTENER DISTANCE FAS'IDIERS TO IIEAIoI COMPLETE FROM VERT1CAl HORIZONTAl.. mow SIZE CONNECTION "a" 0" SPUCE SPACING SPACING EDGE 2)(4 PB 16 - IUD SMS 7" 2' 1.5' O. '30" 1.14' 0.5" 2)(4 SB 16 - IUD SMS 7' 2' 1.5' 0, '30' 1.14' 0.5' 2)(4 5MB 24 - IUD SMS 8.75' 2' 1.5" 0.'30' 1.14" 0,5" 2)(5 5MB 24 - IUD SMS 8.75' 3' 1.5' 1. 90" 1.14" 0.5' 2)(6 5MB 24 - IUD SMS 8.75' 'I' 1.5' 2.90' 1.14" 0.5' 2)(7 5MB 28 - IUD SMS 11" 'I' 1.5' 2.90" 1.14' 0.5' 2)(8 5MB 32 - IUD SMS 11' 4' 1.5' 2. '30' 1.14" 0,5' 2)(9 5MB 36 - IUD SMS 13,25' 'I' 1.~' 2.90" 1.14" 0.5" 2)(10 5MB 44- - IU2 SMS 15.5' 5' 1.5' 3,90' 1.14" 0.5" 9 SCE'JS Q PER SPLICE (36 TOT AU --' A .125" FLAT BAR MAYBE USED Vl J _____ INSTEAD Dr GUSSET PLATES CALLED OUT '.lITH AN APPROPRIATE LENGTH AND 'JIDTH TO ACCOHoDATE THE REQUIRED ~-- --- 3 SCRE'JS AND EDGE DISTANCE SPACING . . . . . . I. 0 . . . . I L!.. ...!.. 0 · ...!.. .!..J 2)(9 5MB 2)(9 5MB DETAIL @ BTBt DETAIL SHOWN 10S 2x9 5MB, OTHER BEAMS ARE SIMILAR. 3871 TAMIAMI TRAIL. SUITE E ~ .n.UJlINUM STRUCTURES MASTZR PUN PORT OiARlOTTE, Fl 33852 PHONE: (941) 627-4901 ENiItIIRDIi, DC @ COPYRIGHT M. DGIND:RING, INC. 2002 l"AX! ('41) la+-a~a AI.. EHClNEEHlNQ, /He. f'LORlDA UCENSE 17441 PAGE 47 OF 288 p'~.:.,