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Home My WebLink About02-1441 BUILDING PERMIT CITY OF ZEPHYRHILLS Permit N~ 1441 (813) 780-0020 Date ?-1'-~:< BUilDING ELECTRICAL PLUMBING MECHANICAL Sewer Conn Water Conn: Property Owner: Job Address: Parcel 1.0. # #;4 J- j)~ ~/4A&l (, '131 ,1/(/1?1i':f~" rk-. Water Meter: T .I.F.'s: Zoning: DescriDtion of Work Energy Code: 'ke/~ rJ- ErP~ - ~ ~~ hc/aJI/Y'<-. NO OCCUPANCY BEFORE C.O. FINAL C.O. DATE Complete Plans, Specifications and Fee Must Accompany Application. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector City license Registration # State Certified license# ;::::.: !:;t~ Company Address .....- )<telephone# , (2.. J~ L "7, ( Valuation or Contract Price 1;(, 6 7~' ~ /~ vc.; lI/lwh7 ~ ~YI'\ J.!. BUilDING ki /41~E ElECTRICAL PLUMBING MECHANICAL Ftr.L'9rl-;J... -oz RC.Y Tp. Servo Pre SlB /1- (;;;. -02. I2L~ou9h In lintel Meter Can FRM. Const. P Insul. CL Pool Wl Pre F;' al SlB Tub Set Water Sewe Fi Breakers Ducts Ins Compr Fin Driveway REINSPECTlON 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. BUILDING DEPARTMENT IINOTICE" OF ADDITION OR CORRECTION CITY OF ZEPHYRHILLS DO NOT REMOVE ~/3 PERMIT .". / THIS JOB HAS NOT BEEN COMPLETE The following odditiqns or corrections sholl be mode before the job ~ . will be accepled. ~. .' .d<aJf)J{:~~r'~~ Qk/,~WoUJtr')(A_~~)oui ,Q(t1~ I Wu l. (J,~~MlHM~ILi1d1k~ ~ tMJ. ~ IV c t' th '?t1 I I It is unlawful tor any Carpenter, Cantractor, Builder, or other pe~ns, to cover or caUM to be covered, any port of the work with flooring, loth, eanh or other material, until the proper Inspector has hod ample time to approve the Installation. OFFICE HOURS 8 - 5 MON.-FRI. AFTER CORRECTIONS ARE MADE CAll 78B-661~,FOR -NSP ION INSPECTOR '. ('aiM 9~r-o;; -- ~1 rl~w:.'--\. b i.fn - H..J N TA{Cs-tW,~ c;~L . ~ J(t{:..I/z. -' -t [ - - r - .c. R55!" 1"-- . - '. . . .- Qt..- iAr-c _. ~ J - 1 I t. C'UEiLiE::\ 1-"__ .1 ~' I -- I - I I t './ .... I - $ I 1 -- . /Lf2. 50 - .t - .t: , ~ . .. .. 1 ,..,,,, J~ j . J ~/ftL /L/2. )Q CITY OF ZEPHYRHILLS PERMIT APPLICATION BUILDING DEPARTIbnrr 5335 8th STRBET ZEPHYRHILLS, FL 33540 PhoneI813-780-0020 FaxI813-780-0021 , I? ~ ()' . DATE RBCEIVJm Z- 7 -I') ;;::> PLANS RBVIBW FEE " /I'l/ it - ct- ~~A JOB SITE ADDRESS ~~~~ OWNER'S NAME U//Se1J #H >hy>b", P'l. d PHONE CONTACT 7~~ff-2../ SUBDIVISION J1/ ~ d~4Lr LEGAL DESCRIPTION: LOT(S) BLOCK PARCEL ID # ~-J.~'-.J..../- cY.1O _ <>600 acY.s{) WORK PROPSED: $J.NEW CONSTRUCTION 0 ADDITION oSIGN 0 MOVE (OBTAIN FROM PROPERTY TAX NOTICE) o ALTERATION o REPAIR o INSTALL o DEMOLISH PROPOSED USE: []SGL FAMILY DWELLING []MULTI-FAMILY 0# OF UNITS o MOBILE HOME bt:.oTHER o COMMERCIAL o INDUSTRIAL o SWIMMING POOL D RESTAURANT & HEALTH DEPARTMENT APPROVAL DESCRIPTION OF WORK ~UC-~'V ~~ CX~5~ pt/b:>c BUILDING SIZE SQUARE FOOTAGE I/IL ~ . HEIGHT " ,Il'.-/L / RESIDENTIAL: COMMERCIAL: ATTACH (2) PLOT ATTACH (3) SETS PROPERTY SURVEY ,6-BUILDING $ PLANS & (2) SETS OF BUILDING PLANS & (1) SET ENERGY FORMS. OF BUILDING PLANS & (1) SET ENERGY FORMS. REQUIRED FOR ALL NEW CONSTRUCTION. If.~~~ ,- PBRMITS RBOUBSTBDVW--- K q9/'J.- 11 j /;1, 6'7,- VALUATION OF TOTAL CONSnp;C~)' AMP SERVICE 0 FLORIDA POW~ 0 W . R. E . C . [] ELECTRICAL o PLUMBING [] MECHANICAL $ VALUATION OF MECHANCIAL INSTALLATION o GAS DRooFING ~SPECIALTY o OTHER TYPE OF CONSTRUCTION: [] BLOCK o FRAME o STEEL o OTHER FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES ~NO ::ff ~;F:~~~~S~~: ****************************************************************** ELECTRICIAN COMPANY STATE CERT OR REGIST # CITY PROCESSING # SIGNATURE ****************************************************************** PLUMBBR 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. NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be sub:iect to "deed restrictions" which may be more restrictive than City regulations. The undl~rsigned assumes responsib11ity'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 aix months of iasuance, 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'~OI_N,",:~ALUE DO NOT NEED TO RECORD AND POST A "N~~~~~NCEME, NT'. ell"".,."" ,'~- ", SIGNA~:E:.:~~:'.~R AGENT SIGNA~~E: CONTRACTOR' " STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this _ day of by acknowledged , lL-, STATE OF FLORIDA COUNTY OF The foregoing instrument was Before me this -----Pay of by acknowledged , 19-:... (name of person acknowledged) C1ho is personally known to me, or of identification) take an oath. o who has produced (type of identification) and who odid Oiid not take an oath Signature of person taking acknowledgement Signature of person taking acknowledgment Name typed, printed or stamped Name typed, printed or stamped .,..lcr 6D7Lf)Cf (1fr.; . : l . (,. .j'1 ,-.- ......,....... I ~ . ~ ~ 'Sf'~ I 1 I , , t t <31 ) '1.~ ~ ~ o;;~~ .' "., '. "1 .~ .' . -. 1 ~ ; , t , ~ ,;It . I I' i . - '. l" (vyV' It) '-~ J '" / l{' I~ (i:.."o/ ""0 ..If ..,., ~ .~ \l. ~ -- ~ / i_ v:. ~ ~ "!' i ~ ('\ \ , l ~ W 1: S -', \' i'~ 1 1, l\' ~ "" }.., ~', ~ (;> ~ "- "'1::; . """" 1 ..... "" - " ... t.. ~ to ~ "} -, I.... i- ~,i ~ ~ J f s~. fr-\ t } - EXTRU'SIONS 1. D. I ALUMINUM II MARK I DESCRIPTION I ~ i I (AM (AB) (AC) (AD> (AD (CM (CB) (CC) (CD> (GM (GB) (GC) CHART I \,IT 1FT I AREA I \,I ALL -t I FLGE -t STRUCTURAL ITEMS DESCRIBED ANGLES DESCRIBED 2x2x.125 ANGLE 2x2x.093 ANGLE lxlx.062 ANGLE lx2x.062 ANGLE 1x3x.110 ANGLE 0.569 0.427 0.141 0.214 0.323 0.484 0.363 0.120 0.182 0.275 0.308 0.372 0.710 0.984 1.080 1.155 2.012 0.125 0.093 0.062 0.062 0.110 RECEIVING CHANNELS DESCRIBED 0.125 0.093 0.062 0.062 0.110 0.062 0.062 0.110 0.125 0.070 0.075 0.100 I ALLOY II I I (A) lx2 OPEN BACK 0.276 0.230 0.044 0.044 6063-T6 (B) lx3 OPEN BACK 0.384 0.320 0.050 0.050 6063-T6 (C) 3x2 PATIO BEAH 0.681 0.579 0.050 0.050 6063-T6 (D> 2x2 PATIO BEAH 0.518 0.441 0.044 0.044 6063-T6 (D 3x2 SNAP BEAH 0.542 0.461 0.041 0.041 6063-T6 (D 2x3 PATIO BEAH 0.681 0.579 0.050 0.050 6063-T6 (G) 2x3 SNAP BEAH 0.680 0.578 0.045 0.045 6063-T6 (H) 2x4 PATIO BEAH 0.799 0.679 0.050 0.050 6063-T6 m 2x4 SNAP BEAH 0.786 0.668 0.045 0.045 6063-T6 (J) 2x4 SHB 1.008 0.857 0.044 0.135 6063-T6 (K) 2x5 SHB 1.092 0.952 0.050 0.135 6063-T6 (U 2x6 SHB 1.342 1.141 0.054 0.135 6063-T6 (M) 2x7 SHB 1.515 1.288 0.057 0.135 6063-T6 (N) 2x8 SHB 2.147 1.826 0.072 0.224 6063-T6 (0) 2x9 SHB 2.317 1.970 0.072 0.224 6063-T6 (P) 2xl0 SHB 3.504 3.028 0.092 0.389 6063-T6 (Q) 3x2 POST BEAH 0.800 0.680 0.070 0.070 6063-T6 (AU) 3x3 SCALLOPED TUBE 0.596 0.507 .044-.078 .044-.078 6063-T6 (AV) 3x3-0.093 TUBE 1.256 1.068 0.093 0.093 6063-T6 (A I.J) 3x3-0.125 TUBE 1.691 1.438 0.125 0.125 6063-T6 (AX) 4x4-0.125 TUBE 2.279 1.938 0.125 0.125 6063-T6 (AY) 4x4-0.250 TUBE 4.41 3.75 0.250 0.250 6061-T6 (AD 6x6-0.125 TUBE 3.46 2.94 0.125 0.125 6063-T6 1.5x2.125x.062 1.5x3.125x.062 1.75x3.23x.110 2x4.125x.125 0.362 0.438 0.834 1.157 0.062 0.062 0.110 0.125 SUPER GUTTERS DESCRIBED I I I I ,J 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T6 6063-T5 NOTE. THESE EXTRUSIONS ARE AN .OVERVIE..... or 'WHAT IS READILY AVAILABLE L DOES NOT HID CONSTITUTE A COHPLETE LISTING Dr 'WHAT IS AVAILABLE. 3871 TAMIAMI TRAIl. SUITE E PORT CHARlOTTE. Ft 3.3952 PHONE: (941) 627-4901 FAX: (941) 824-2382 4'x4' EXTRUDED 4'x5' EXTRUDED 4')(7' EXTRUDED 1.270 1.358 2.342 0.070 0.075 0.100 ~ ALUMINUM STRUCTURES MASTKR PLAN EIImIIZRDIC. IE @ COPYRIGHT AL KNCINJ:ERING. INC. 2002 AI.. ENGINEERING, INe. FtORIOA UCENSE #7441 PAGE 36 OF 266 3871 TANIANI TRAIL. S\/ITE E PORT CHARLOTlE. FL 33952 PHONE.: (941) 827-4901 FAX: (941) 824-2382 I. 48"x3" COMPOSITE PANEL SPAN IN DECIMAL FEET 3003-H14 SPAN <= 12', DEFLECTION U80 SPAN> 12' DEFLECTION U180 ROOF PANEL SPAN CHART OPEN STRUCTURE 110 MPH 16.10 16.10 16.10 16.10 16.10 0.024" 120 MPH 15.10 15.10 15.10 15.10 15.10 1.0# DENSITY 130 MPH 14.20 14,20 14.20 14.20 14.20 140 MPH 13.50 13.50 13.50 13.50 13.50 110 MPH 16.20 16.20 16.20 16.20 16.20 0.024" 120 MPH 15.20 15,20 15.20 15.20 15.20 1.5# DENSITY 130 MPH 1430 14.30 14.30 14.30 14.30 140 MPH 13.60 13.60 13.60 13.60 13.60 110 MPH 16.30 16.30 16.30 16.30 16.30 0,024" 120 MPH 15.30 15.30 15.30 15.30 15.30 2.0# DENSITY 130 MPH 14.40 14.40 14.40 14.40 14.40 140 MPH 13.70 13.70 13.70 13.70 13.70 110 MPH 16.90 16.90 16.90 16.90 16.90 0.028" 120 MPH 15.90 15.90 15.90 15.90 15.90 10# DENSITY 130 MPH 15.00 15.00 15.00 15.00 15.00 140 MPH 14.20 14.20 14.20 14.20 14.20 110 MPH 17.00 17.00 17.00 17.00 17.00 0.028" 120 MPH 16.00 16.00 16.00 16.00 16.00 1.5# DENSITY 130 MPH 15.10 15.10 15.10 15.10 15.10 140 MPH 14.30 14.30 14.30 14.30 14.30 110 MPH 17.10 17.10 17.10 17.10 17.10 0.028" 120 MPH 16.00 16.00 16.00 16.00 16.00 2.0# DENSITY 130 MPH 15.20 15.20 15.20 15.20 15.20 140 MPH 14.40 14.40 14.40 14.40 14.40 110 MPH 17.70 17.70 17.70 17.70 17.70 0.032" 120 MPH 16.60 16.60 16.60 16.60 16.60 1.0# DENSITY 130 MPH 15.70 15.70 15.70 15.70 15.70 140 MPH 14.90 14.90 14.90 14.90 14.90 110 MPH 17.80 17.80 17.80 17.80 17.80 0.032" 120 MPH 16.70 16.70 16.70 16.70 16.70 1.5# DENSITY 130 MPH 15.70 15.70 15.70 15.70 15.70 140 MPH 14.90 14.90 14,90 14.90 14.90 110 MPH 17.80 17.80 17.80 17.80 17.80 0.032" 120 MPH 16.70 16.70 16.70 16.70 16.70 2.0# DENSITY 130 MPH 15.80 15.80 15.80 15.80 15.80 140 MPH 15.00 15.00 15.00 15.00 15.00 110 MPH - 18.40 18.40 18.40 18.40 18.40 0.036" 120 MPH 17.20 17,20 17.20 17.20 17.20 1.0# DENSITY 130 MPH 16.30 16.30 16.30 16.30 16.30 140 MPH 15.40 15.40 15.40 15.40 15.40 110 MPH 18.50 18.50 18.50 18.50 18.50 0.036" 120 MPH 17.30 17.30 17.30 17.30 17.30 1.5# DENSITY 130 MPH 16.30 16.30 16.30 16.30 16.30 140 MPH 15.50 15.50 15.50 15.50 15.50 110 MPH 18.50 18.50 18.50 18.50 18.50 0.036" 120 MPH 17 .40 17.40 17.40 17.40 17 .40 2,0# DENSITY 130 MPH 16.40 16.40 16.40 16.40 16.40 140 MPH 15.60 15.60 15.60 15.60 15.60 INTERPOLATION BETWEEN SPAN VALUES IS PERMISSIBLE NOrE: USE OF PROPER DEFLECTION LIMITS SHALL ADHERE TO LOCAL CODES AND ORDINANCES ~ ALUIlINUM STRUCTURlS IlASTZR PLAN ~ K. @ COPYRIGHT .AI. ENCINURIlfC, INC. 2002 AL ENGINEERING, INC. FLORIDA UCENSE 17441 48' I-L 3' r PAGE 194 OF 266 I lEDGE BEAM/COLUMN/ROOF PANEL CONNECTION I I I 2'x6'x.OSO' LONG STRAP V I (2) 110xl' SMS INTO EDGE BEAM AND (2) 110xl' SMS INTO COLUMN (EACH SIDE> 112x4' SMS 1,/1 I'" NED-I,/ASHERS @ 8' O.C. (USE 1I12xS' SMS FOR 4' COMPOSITE PANEL) (2) 110xS' SMS INTO SCREV BOSSES 2'x6'x.OSO' LONG STRAP 1,/1 (2) 110xl' SMS INTO EDGE BEAM AND (2) IUOxl' SMS INTO COLUMN (EACH SIDE> (2) 110xl' SMS THRU ANGLE INTO EDGE BEAM ALUMINUM COMPOSITE PANEL ALUMINUM COMPOSITE I 3'x2'x.OSO' PB @ EDGE BEAM (SEE EDGE BEAM SPAN CHARTS) 3'x2'x.OSO' PB EDGE BEAM (SEE EDGE BEAM SPAN CHARTS) 2'x2'x.093' ANGLE (2) 1I10xl' SMS THRU ANGLE INTO 3'x2' PB COLUMN (EACH SIDE> 3'x2' PB COLUMN <TYP.) (SEE SPAN CHARTS) 2'x3' PB CDLUMN (TYP.) (SEE SPAN CHARTS) @ 1I12x4' SMS VI I'" NEO-I,/ASHERS @ 8' O.C. (USE 1I12xS' SMS fDR 4' COMPOSITE PANEL> @ , , I l I (3) 110xl' SMS THRU STRAP INTO COLUMN (EACH SIDE l'x2'x.044' DB IHOx 1 112' SMS I! 24' D.C. AND I,/ITHIN 6' OF EACH SIDE OF ALUMINUM COLUMN 2'x6'x.OSO' LONG STRAP 1,/ I (2) 110xl' SMS INTO EDGE BEAM AND (2) 1I10xl' SMS INTO COLUMN (EACH SIDE> :] 2'x7'x.OSO' LONG STRAP 1,/1 (2) IHOxl' SMS INTO EDGE BEAM 3'x2'x.050' PB @ EDGE BEAM (SEE EDGE BEAM SPAN CHARTS) 2'x3'x.OSO' PB EDGE BEAM -(USE 2'x2'x.044' PB EDGE BEAM SPANS OFF EDGE BEAM SPAN CHART> ALUMINUM COMPOSITE PANEL (4) 1I10x4' SMS INTO SCREI,/ BDSSES IIITD @ 3'x2' PB COLUMN <TYP.) (SEE SPAN CHARTS) 3'x2' PB COLUMN (TYP.) (SEE SPAN CHARTS) ROOF SPANS UP TO 12'-0' I,/ITH MAXIMUM 2'-0' OVERHANG @ USE 2 x 2 EDGE BEAM SPAN VALUES NOTE. FASTENERS MUST BE 0.5' FROM EDGE or STRAP. _ 2'x3'x.OSO' PB IS ACTUALLY A 3')(2')(,050' PB TURNED ONTO ITS I,/EAK AXIS 3811 TAMIAMt -mAIl. !JJI~ E PORT O-IARlOTTE. n. 3J9~2 PHONE: (941) 621-4901 FAX: (941) 824-2382 ~ ALUIIlNUJI STRUCTURES IlASTZR PLAN ~ [I,~mft:, INC. @ COP'lRlGHT At EKCINDRING, INC. 2002 Al ENGINEERING, INC. n.ORlDA UCENSE #7<<1 PAGE 182 OF 266 CARRIER BEAM CONNECTION ROOF PANEL DETAILS (2HU2xl-1/2' SMS EACH ANGLE INTO CARRIER BEAM 2x2x.093 ANGLE IJ!C-4HUOx3/-4' SMS EACH SIDE 2' 5MB CTYP,) (SEE ROOf BEAM/SPAN TABLES FOR SCREEN WALLISCREEN ROOF TI] DETERMINE SIZE> 3.5')(.100' ALUMINUM CLIP @ EACH BEAM LOCATION AND -4' D.C. W/(4) 114)(1' SMS INTO GUTTER AND CARRIER BEAM, BETIJEEN CLIPS (2) 114xl' SMS @ 10' D.C. STAGGERED (4HU4)(3/4' (4)-114)(3/4' SMS @ 10' D.C. TOP AND BOTTOM COMPOSITE PANEL (SEE COMPOSITE PANEL SPAN CHART) 114)(l'SMS @ 10' D.C. (STAGGERED TOP AND BOTTOM) ~ EXTRUDED SUPER GUTTER (2)-1/4' 7075- T73 ALUMINUM THRU BOlT 1J/3/4' LOCK IJASHER THRU POST INTO GUTTER .062' RECEIVING CHANNEL W / (6) 110x3/4' SMS INTO CARRIER BEAM AND (4) 18)(3/4' SMS EACH SIDE OF 5MB 112 SMS @ 24' O.C.. TOP AND BOTTOM NOTCH POST FOR CARRIER BEAM CARRIER BEAM (SEE CARRIER BEAM SPAN CHART FOR SOLID ROOFI SCREEN IJALl) DETAIL 0 COLUMN NOTE. THICKNESS SHALL BE SAME SIZE OR LARGER THAN CARRIER BEAM (SEE CARRIER BEAM SPAN CHART FOR SOLID ROOfISCREEN WALL) 2')(2')(,093' ANGLE W/ (4) IUO)(3/4' SMS EACH SIDE (2) 112)(1-1/2' SMS EACH ANGLE INTO CARRIER BEAM 3.5')(.100' ALUMINUM CLIP @ EACH BEAM LOCATION AND 4' D.C. W/(4) 114x1' SMS INTO GUTTER AND CARRIER BEAM, BETWEEN CLIPS (2) 114)(1' SMS @ 10' D.C. STAGGERED (4) 114)(3/4' SMS @ EACH CLIP 112)(3/4' SMS AT EACH PANEL RISER THRU RECEIVING CHANNEL INTO PANEL 2' 5MB (TYP.) (SEE ROOf BEAM/SPAN TABLES FOR SCREEN VALL/SCREEN ROOF TO DETERMINE SIZE) ALUMINUM Roor PANEL (SEE SPAN CHARTS) (4) 112)(3/4' SMS WITH 3/4' NED-WASHERS PER 12' PANEL 114)(1' SMS I! 10' D.C. STAGGERED TOP AND BOTTOM EXTRUDED SUPER GUTTER (2) 1/4' 7075-T73 ALUMINUM THRU BOLTS W/3/4' LOCK IJASHERS THRU POST AND GUTTER .062' RECEIVING CHANNEL IJ I (6) IUO)(3/4' SMS INTI] CARRIER BEAM AND (4) 18)(314' SMS EACH SIDE or 5MB IU2 SMS I 24' D.C. TOP AND BOTTOM COLUMN NOTE. COLUMN SHALL BE SAME SIZE OR LARGER THAN CARRIER BEAM (SEE CARRIER BEAM SPAN CHART FOR SOLID ROOF/SCREEN WALl) NOTCH POST FOR CARRIER BEAM DETAIL @ CARRIER BEAM (SEE CARRIER BEAM SPAN CHART FOR SOLID ROOF I~CREEN WALl) CBRPCt 3871 TAMIAMI lRAll. SUITE E PORT QiARLOTTE, Fl 33952 PHONE: (941) 627-4901 FAX: (941) 82+-2382 ~ .u.UIIINUJlSTRUCTUIUS JUST~R PUN · EKiHIRD<<i. DC @ COPYRIGHT AI. EKGIHBERIMG. INC. 2002 Al ~QNEERlNG. 1Ne. flORIDA UCENSE 11441 PAGE 185 OF 288 '\ I 1 ! I !i II ~ i ~,':, \ ll! 1: r;; ~ i I ,I Ii i ~ I CARRIER BEAMS IN DECIMAL FEET SCREEN ROOF - SCREEN WALLS UP TO 130 MPH WIND SPEED. EXPOSURE C DEFLECTION U80 SPAN<=12' DEFLECTION U180 SPAN >12' SPAN OF CARRIER BEAM Wall Heiaht 13' 15' 1T 20' 20' 25' 25' 25' 25' 25' 25' (H) (J) 2x4 (K) (L) 2><6 (M) (N) (0) (P) DBL 2x7 (AS) DBL (AT) DBL Feet 2x4 PB 5MB 2x5 5MB 5MB 2x7 5MB 2x8 5MB 2x9 5MB 2x10 5MB 5MB 2x8SMB 2x9 5MB L 10 13.50 15.90 18.50 22,10 25.20 30.60 33.80 42.10 31,50 32,30 42,70 0 15 11.70 13.80 16.00 19.10 21.80 26.50 29.30 36.50 27.30 28.00 37.00 A 20 10.50 12.40 14.50 17.20 19.60 24.00 26.50 33.00 24.60 25.30 33.40 0 25 9.30 11.50 13.10 15.50 17.40 21.80 23.70 30.50 22.80 23.40 30.90 I 30 8.40 10.80 11.90 14.10 15.80 19.80 21.50 28.00 21.40 21.90 29.00 N 35 7.80 9.70 10.90 12,90 14,50 18.20 19.80 25.80 20.20 20.30 27.40 G 40 7.20 9.00 10.20 12.00 13,50 17.00 18.40 24.00 18.60 17.90 26.20 45 6.80 8.50 9.50 11.30 12.70 15.90 17.30 22.60 16.60 16.00 25.10 D 50 6.40 8.00 9.00 10.70 12.00 15.10 16.40 21.30 15.00 14.40 23.10 I 55 6.10 7.60 8.60 10.10 11,40 14.30 15.60 20.30 13.70 13.20 21.10 S 60 5.80 7.20 8.20 9.70 10.90 13.70 14.80 19.40 12.60 12.10 19.40 T 65 5.60 6.90 7.80 9.30 10.40 13.10 14.2C! 18.50 11.70 11.20 18,00 A 70 5.40 6.60 7.50 8.90 10.00 12,60 13.70 17.80 10.90 10.50 16.70 N 75 5.20 6.20 7.20 8,60 9.60 12.10 13.20 17.20 10.20 9.80 15.60 C 80 5.00 5.80 7.00 8.30 9.30 11.70 12.70 16.60 9.50 9.20 14.70 E 85 4.80 5.50 6.80 8.00 9.00 11.30 12.30 16.10 9.00 8.70 13.90 INTERPOLATION BETWEEN VALUES IS PERMISSIBLE. VALUES IN DECiMAl FEET. COLUMN SHALL BE SIZED FOR THE HEIGHT AND SHALL BE GREATER THAN OR EaUAL TO THE BEAM. MUL TlPL Y THE ALLOWABLE SPANS BY THE FOLLOWING FACTORS TO GET ALLOWABLE SPANS FOR DIFFERENT WlNDSPEEDS WIND SPEED FACTOR 140 0.95 (B) (B) '" '" '" e R e 'V (B) (A) CARRIER BAEAM ~ CB) ROOF BEAM CC) ROOF BEAM CB) CD) PURLIN LOADING D1STANCE:z B + C CB) SPAN OF CARRIER BEAM = LENGTH OF A e e '" EXAMPLE' R 1~ TO DETERMINE THE CORRECT SIZE FOR THE CARRIER (C) " ~ I.&J% CB) 0....<[ BEAM AT A HEIGHT OF 15' OR LESS, ESTABLISH THE ciQ!w TOTAL LOADING DISTANCE (10'+20'=30.0') AND THE SPAN (A) ~-~~ OF THE CARRIER BEAM no.o') AND THEN FIND <10.6') UNDER THE 2)(4 5MB AS THE SIZE. THEREFORE, A I I 2X4 5MB CARRIER BEAM ....ILL ....ORK IN THIS INSTANCE. 10' 20' I 30' PLAN VIEW' CBDU- , 3871 TANIANI lRAIl. SUITE E ~ ALUMINUM STRUCTURKS JlASTZR PLAN PORT OiARlOTTE. F\. 33952 PAGE 118 OF 266 PHONE: (941) 627-4901 ENGINEERItG, If<<:. , @ COPYRIGHT AI. DCINDRING, INC. 2002 FAX: (941) 624-2382 AL ENGINEERING. INC. F\.ORlDA UCENSE 17441 I I I ;; Ii ~! ,I I I I I I I I I I I i ,i " I. I I I I j, I I I' I I ,i I I I i ~ :i ;Ii ,i1 .,Ii lei! tl! 1,.11 :1 ''!! '\i, 'l ,I W 0:: ::> en o ...J .. U Wz ~W :E...J ~~ u W 0:: en::> en ::J~ ~ <(a. a. 3:~ ~en tu ifi - li3 WWCl::J u..o::ltl IIl...JUa.~ u..~eneni= 8-~ClU o::~g~i ~zO::I~ ~-ifi~ ~ Wo 0::('") U~ enO I- a. ::> ^ ~...J ~ <(1Il ~Cl N )( )( )( )( )( )( X X )( X X X )( X X X X X X )( )( X X )( X X )( X )( X )( X X X X X ~...JCD enlIl~ ~Cl )( X )( )( )( )( X X )( )( X )( X X X X X )( X X )( X X X X X X X X X X X X X )( X ~...J ..... 0::1Il ~ ~Cl )( )( )( )( X )( )( )( )( )( )( )( )( X )( )( )( )( )( )( )( )( )( )( X )( )( )( )( )( )( )( X )( )( )( 0 8 0 0 0 ~ 8 0 g 0 0 ~ ~ ~ 0 0 0 0 8 0 li3 0 0 0 0 0 0 0 0 0 ~ ~ ~ 0 0 0 N ~ ..... ('") lO ..... ~ N N ..,. ..,. N ~ ..... ..... ..,. ('") ..... ..,. ..,. 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III ~ <'"i M N ~ ~ r..: lC.i lC.i ~ <'"i <'"i 0; a:i r..: to .0 ~ <'"i N c:i 0; a:i r..: .0 M N ..... c:i 0; c:i a:i r..: .0 ~ <'"i ;S~ a. ~ ..... ~ ~ ~ ..... ..... ..... ~ ~ ~ ~ ~ ~ ..... ..... ..... ..... N N ~ ..... ~ N N N N N ~ M N N N N N 0 0 0 8 0 ~ 0 0 0 0 0 0 0 0 0 g 0 0 0 ~ 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 lO It) ..... "': a> lO lO 0> N ..... N eo ..... N lO lO ..... ..... 0> N M It) ..... C! ~ M ..,. M ..... M M M ~2 III ~ M N N ~ ~ <0 .0 ~ <'"i <'"i N 0; r..: <ri .0 .0 ~ N c:i 0; a:i r..: r..: lC.i <'"i N ~ c:i 0; g a:i <ri .0 ~ <'"i en ..... ..... ~ ~ ..... ~ ~ ~ ..... ..... ..... ~ ~ ~ ..... ~ ..... ..... N N ~ ..... ..... ..... N N N N N ~ N N N N N ~ 0 ~ 0 ?l li3 0 0 0 0 0 g 8 g 0 0 8 0 ~ li3 0 ~ 0 8 0 ~ 8 g 8 0 ?l 0 ~ 0 0 ~ M eo 'D ..,. It) ..... ..... lO ..... ..,. It) ..... N N N N ~ ~2 III ~ M N ..... ..... c:i to lC.i ~ <'"i M N en r:-: <ri .0 .0 ~ ~ c:i 0; a:i r..: r..: .0 M N c:i c:i 0; c:i a:i to .0 ~ <'"i a. ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ..... ~ ..... ..... ..... ..... ..... ..... N ..... ..... ..... ..... N N N N N ..... M N N N N N Cl ...J Z b ~ 9 b ~ u 9 9 9 b 9 9 9 b 9 b b b 9 b b b b b b 9 b 9 9 9 9 b 9 9 9 9 9 ...J ~ b, ~ I I I ~ . I , I ~ I , I <( <( ~ it) <0 to ~ it) <0 to en ~ it) <0 to en ~ it) <0 to en ~ it) (0 f.- to en ~ it) (0 f.- to en 3: a. - en eo u.. :E Cl III III III III III 0 iD W !:~ III ~..,. ~ It) ~ lO ~..... ~eo 0 en a. -, )( :E ~~ :E 2.~ :E :E x :E ~~ :E ~N en en en ~N en en 0:: m ::> Cl W en ::> z :E ::> ...J o U I I v 3871 TAM1AMI TRAIL. sum: E PORT CHARLOTTE. F1.. 33952 PHONE: (941) 827-4901 FAX: (941) 824-2382 ~ ALUMINUM S'I'RUCTUIUS MASTER PLAN IIICIRERIIIG, II:. @ COPYRIGHT At ENGINEERING, INC. 2002 AL ENGINEERING, INC. F1..ORtDA UCENSE 1?~1 PAGE 96 OF 266 I I I CAGE BRACING DETAILS CONT'D I I I (4) IU01-1/2' SMS INTO SCRE~ BOSSES I (4) 110x 1-112' SMS THRU ANGLE INm POST MIllE.S.!. CDRNER CABLES DR RIGID BRACING SHALL BE USED ON ANY ~ALL NOT DIRECTLY FASTENED TO THE HOUSE IN ORDER TO RESIST DIAGONAL STRESSES DUE m ~INDLOAD. THESE CABLES SHALL EXTEND DIAGONALLY FROM EACH CORNER. TENSION SHOULD BE ADJUSTED BY THE USE OF TURNBUCKLES. TURNBUCKLES SHALL HAVE LOCKING DEVICE m PREVENT LCOSENING. THIS STAINLESS STEEL CABLE SHALL BE AT LEAST 1750 POUNDS TEST STRENGTH. THE BOTTOM OF THE CABLE SHALL BE FASTENED TO THE SLAB ~ITH THREE 114' FASTENING OR T~O 5/16' FASTENING ~ITH A liB' STRAP. ~ALL BRACING AND TOP STRAPS SHALL BE REQUIRED. I I I I (4) 110x3/4' SHS THRU ANGLE INTO 2)(2 I ... EXIST. 3 1/2' CONC III ,I: \'1 ll: ! TYPICAL "'ALL L ROOF BRACING DETAIL SIDE VIE'" - OPTION #3 I I 5 3/4' x l' )( 1/8 GALV. STRAP PLATE 5/16' ANCHOR BOLT (EXPANSmN BOLT) IUO - 6')(6' 'WELDED ~IRE MESH I .. ~ II II .. .' ~. 'A ... ..' 4 '. CONC. . 4. . 3/8')(2-3/4' CONC. EXP. BOLT DR 1/2')(2-3/4' RA~L SPIKE EMBEDDED INTD CONCRETE .4 CONCRETE SLAB II I CONCRETE I STRAP DETAIL SIDE VIE'" - OPTION #1 CONCRETEI LOOPED CABLE DETAIL SIDE VIE'" - OPTION #2 I CBDCONT II 3871 TAWIAWI TRAIl., SUITE E PORT CHARLOTlE. FL 33952 PHONE: (941) 627-4901 FAX: (941) 824-2382 ~ J.LUJIlNUlI 8TRUCTUUS IaS'I'6R. PUN ~ EHliINEERIIi, II:. @) COPYBJGHT ~ DfGDfDRING, INC. 2002 . AL ENGINEERING, !He. FLORIDA UCENSE 11441 PAGE 93 OF 266 BEAM TO GUTTER SCREEN WALL/SCREEN DET AILS ROOF ONLY " . - I SQ: - ____ GOTTt-o -_ "-'" TO - DnAlLS F'ASCIA] (4) 114x3" LAG SCRE'WS 'WI 3/4"_ ST AINLESS STEEL 'WASHER I! EACH CLIP I I --------/.. STRUCTURAL GUTTER S - Q: GO~-_ '''-", TO - DE"TAIl..S F'ASCIA] (4) 114x3" LAG SCRE'WS 'WI 3/4"_ ST AINLESS STEEL 'WASHER I! EACH CLIP I I --- - I - - - - -f..-. STRUCTURAL GUTTER (2) IU4x3/4" SMS INTO GUTTER (1" MINIMUM SEPARATION) - SQ:-~ GlJTrf:R r- - _ l1f:TAIl~ F'ASCIA] (4) IU4x3" LAG SCRE'WS 'WI 3/4"_ STAINLESS STEEL 'W ASHER I! EACH CLIP 3.5"x.100" ALUMINUM ANGLE CLIP (1) I! EACH BEAM LOCATION STRUCTURAL GUTTER NOTE. Sf:f: ;;T~- 1"f:R 1"0-- lJE:1"AILS F'ASCIA] (4) lt14x3' LAG SCRE'WS 'WI 3/4"_ I ST AINLESS STEEL I 'WASHER I! EACH CLI~_____j STRUCTURAL GUTTER (4) 114x3/4" SMS INTO GUTTER (1" MINIMUM SEPARATION) DETAIL @ 2" 5MB (SEE ROOf BEAM SPAN CHARTS) (4) 112x3/4" SMS EACH SIDE Ar (3) IS SMS THRU CHANNEL INTO BEAM MAX. 45' 2 I/S'x1 1/2"x.062" REC. CHANNEL OPTIONAL BEAM CUT 3.5"x.lOO" ALUMINUM ANGLE CLIP (1) I! EACH BEAM LOCATION (4) 114 SMS 2" 5MB (SEE ROOf BEAM SPAN CHARTS) 1"x2" OB @ 2"x2"x.093" ANGLE DETAIL B . (2) 112xl 1/2" SMS INTO O/B AND GUTTER (4) IUOx3/4" SMS INTO BEAM (EACH SIDE> (2) IU2x3/4' SMS EACH SIDE ~ (3) IS SMS THRU CHANNEL INTO BEAM MAX. 45' 2 lIS"xl lI2"x.062" REC. CHANNEL OPTIONAL BEAM CUT I I I I I DETAIL @ 2" 5MB (SEE ROOf BEAM SPAN CHART4) 2"x2" INTERNALLY fASTENED TO MAX. 45" BEAM 'WITH (2) IIOxl 1/2" SMS (4) 112x3/4" SMS EACH SIDE (4) 114x3/4" SMS INTO GUTTER (1" MINIMUM SEPARATION) 2 lIS'xl 1I2"x.062" REC. CHANNEL 3.5"x.lOO", ALUMINUM ANGLE CLIP (1) I! EACH BEAM LOCATION (4) 114 SMS DETAIL .@ 2" 5MB (SEE ROOf BEAM SPAN CHARTS) DOOR JAMB INTERNALLY fASTENED TO BEAM 'WITH (2) 110xl 1/2" SMS 4 (4) 112x3/4" SMS EACH SIDE (4) 114x3/4" SMS INTO GUTTER MAX. 45' (1" MINIMUM SEPARATION) 2 I/S"xl 1I2"x.062" RECEIVING CHANNEL 1.> AL ENGINEERING, INC. DOES NOT 'WARRANTEE qR GUARANTEE, EITHER EXPRESSLY OR IMPLIED, THE STRUCTURAL INTEGRITY Of THE EXISTING STRUCTURE. 2'> CONTRACTOR SHALL VERIF"Y STRUCTURAL INTEGRITY Of HOST STRUCTURE. 3.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING A 2' MAX. OVERHANG 'WITH A MINIMUM Of 2x4 TRUSSES SPACED 24" O.C.. TO EXCEED THESE PARAMETERS SPECIAL ENGINEERING IS REQUIRED. BTt; 3871 TAMIAMI lRAIl. SUITE E PORT CH^RLO~ Fl.. 33952 PHONEl (141) 827-4101 'A)C: ('41) 82+-23112 ~ ALUMINUM STRUCTUMS IlASTIR PLAN Ol&N[l]lll&, INC. @ COPYRIGHT ~ DGINURIl'l'G, INC. 2002 AL ENOINEERlNG, lNCo F1.OR1CA UCENSE 11441 PAGE 86 OF 266 GUTTER SCREEN FASCIA DETAILS SCREEN ROOF TO WALL 5 BEAM 4 114x3/4' SMS /'" /'" /'" I (REF. BEAM Tll GUTTER DETAILS) DETAIL 0) 2 CONTINUOUS ANGLE l'x2' DB DR "'ODD "'EDGE TO PLUMB GUTTER "'HEN REQUIRED 4", S" DR 7" SUPER GUTTER /'" DETAIL @ /'" /'" I (REF. BEAM Tll GUTTER DETAILS) 4", S' DR 7" SUPERGUTTER NOTE, 1.) AL ENGINEERING, INC. DOES NOT "'ARRANTEE DR GUARANTEE, EITHER EXPRESSLY DR IMPLIED, THE STRUCTURAL INTEGRITY (]f" THE EXISTING STRUCTURE. 2.) CONTRACTllR SHALL VERIFY STRUCTURAL INTEGRITY OF HOST STRUCTURE. 3.) CALCULATIONS ARE BASED ON THE EXISTING STRUCTURE HAVING' A 2' MAXIMUM OVERHANG "'ITH A MINIMUM (]f" 2x4 TRUSSES SPACED 24' D.C.. SPECIAL ENGINEERING IS REQUIRED IN ORDER Tll EXCEED THESE PARAMETERS. 4.) GUTTER 'MAY BE REVERSED USING SAME FASTENER PATTERNS. s.) 0 DENOTE~ ORDER OF INST ALLA TION PROCEDURES. se, 3871 TAMIAMI TRAIL. SUITE E PORT OiARlOTTE. Fl 33952 PHONE: (941) 627-4901 FAX: (941) 62+-2382 ~ .u.UJlINUJI Sf'RUCTUlUS JnSf'ZR PUN BBIBIIt6, K. @ COPYBlCHT .u. EHCDlURDfC, INC. 2002 Al ENGINEERING, INC. FLORIDA UCEHSE: 11441 PAGE 85 OF 286 ,!" (.,;,j I BEAM TO COLUMN CONNECTIONS I FASTENERS SHALL BE PLACED A MINIMUM [)f" 1/2" FROM EDGE OF BEAM AND A MINIMUM SPACING AS PER THE CONNECTIONS BELOV FASTENERS SHALL NOT BE PLACED LESS THAN 3d APART. IF THESE SPACINGS CANN[]TBE ACHIEVED. THEN GUSSET PLATES SHALL BE INSTALLED OR AL ENGINEERING. INC. MUST REVIEV AND PROVIDE APPROVAL. 2x2 INTERNALLY fASTENED TD BEAM V I (2) 110d 1/2" SMS 110 SMS Ii! 24' D.C. (8) 110x3/4" EACH SIDE 2"x3" PB DETAIL 0 ALUMINUM END CAP ([]PTIONAL> IIOx1 112" SMS 6" EACH SIDE Of POST AND Ii! 24" D.C. MAX. 2x2 INTERNALLY fASTENED TD BEAM V I (2) 110xl 1/2" SMS 110 SMS Ii! 24' D.C. DETAIL @ ALUMINUM END CAP ([]PTIONAL> 110d 112" SMS 6" EACH SIDE Of POST AND Ii! 24" D.C. MAX. (2) 110x1" SMS INTD SCREW' BOSSES Of lx2 DB (13) 110x3/4" SMS EACH SIDE 2x2 INTERNALLY FASTENED TD BEAM W'I (2) 110xl 112" SMS 110 SMS Ii! 24" D.C. II II II 2 X 7 5MB STeel DETAIL CD ALUMINUM END CAP ([]PTmNAL> 110x1 1/2" SMS 6' EACH SIDE Of POST AND @ 24' D.C. MAX. (2) 110xl" SMS INTD SCREW' BOSSES OF lx2 DB (15) 110x3/4" SMS EACH SIDE 2x2 INTERNALLY fASTENED TO BEAM V I (2) 110x1 1/2" SMS 110 SMS Ii! 24" O.C. ALUMINUM END CAP ([]PTIONAL> 110xl 1/2" SMS 6" EACH SIDE Of POST AND Ii! 24" D.C. MAX. (2) 110xl" SMS INTD SCREW' BOSSES OF 1x2 OB 2"x4' PB. SB OR 5MB (9) 110x3/4" SMS EACH SIDE VI GUSSET PLATE (MIN. THICKNESS EQUAL TO OR GREATER THAN POST THICKNESS) DET AIL 2x2 INTERNALLY fASTENED TD BEAM V I (2) 110xl 1/2" SMS lII0 SMS Ii! 24" O.C. ALUMINUM END CAP ([]PTIONAL> .10xl 1/2" SMS 6" EACH SIDE OF POST AND @ 24" O.C. MAX. (2) 110d" SMS INTO SCREV BOSSES OF b2 DB (14) 110x3/4" SMS EACH SIDE DETAIL @ 2x2 INTERNALLY FASTENED TD BEAM V I (2) 110x1 1/2" SMS 110 SMS Ii! 24" D.C. ALUMINUM END CAP COPTmNAL> 110)(1 1/2" SMS 6" EACH SIDE Of POST AND Ii! 24' D.C. MAX. II II II II II II (2) lII0)(1' SMS INTO SCREW' BOSSES Of b2 DB (17) lII0)(3/4" SMS 2 X 8 EACH SIJIE 5MB DETAIL CD 3871 TANIANI TRAIL, SUITE E PORT OiARlOTTE. Fl 33952 PHONE: (941) 827-4901 FAX: (941) 824-2382 ~ .u.UIlINUJI STRUCTURES lUSTER PLAN ENliICEEJIING.INC. @) COPYRIGHT .AI. DGDlBERIlfG, INC. 2002 Al ENGINEERING, INC. flORIDA UCENSE 174-41 PAGE 78 or 266 PURLIN TO SCREEN COLUMN CONNECTION WALL/SCREEN ROOF SCREENING ~. 2"x2"x.OH" SIDE"'ALL BEAM CAP "'I 1I10 SMS Ii! 24" 2"x2"x.OH" EDGE MEMBER l"x2"x,044" DB "'I (2) 1I10x3/4" SMS INTO COLUMN NOTCH COLUMN TO fIT PURLIN ANGLE SEE fASTENER SCHEDULE IHOxl 1/2" SMS Ii! 24" O.C AND "'ITHIN 6" EA. SIDE Of COLUMN 2"x 5MB COLUMN PER SIDE"'ALL COLUMN CHART DETAIL 0 fASTENERS SCHEDULE COLUMN USED fASTENERS REQUIRED 4 110 SMS EACH SIDE 3 112 SMS EACH SIDE 4 110 SMS EACH SIDE 3 112 SMS EACH SIDE 5 ,110 SHS EACH SIDE 4 112 SHS EACH SIDE 2 x 4 PB 2 x 4 5MB 2 x 5 5MB 2 x 6 5MB 6 110 SMS EACH SIDE 4 112 SMS,EACH SIDE NOTES. (1) ILLUSTRATED AS 2"x6" 5MB COLUMN (2) MINIMUM D.C. SPACING Of' COLUMN TO PURLIN fASTENERS TO BE NO LESS THAN .57" FOR 110 SHS AND .75' USING 112 SMS. HINIMUM EDGE DISTANCE TO BE NO LESS THAN .5" USING EITHER SCRE'" PCC, 871 TAWIAWI TRAIL. SUITE E 'CRT QiARLOTlE, FL 33952 HONE: (941) 627-4901 AX:. (1141) 824-2382 ~ ALUilINUJI STRUCTCl"MS Jl.4STER PUN ENliI&IH.INC. @ COPYRIGHT .4L ENGINURlNG, INC. 2002 AL ENGINEERING. INC. FLORIDA UCENSE 17441 PAGE 75 OF 266 ., I I POST/COLUMN TO CONCRETE DETAILS I DETAIL 0 I I 2")(2")(.125" ANGLE EACH SIDE OF COLUMN 'JITH 112)(3/4" SMS SPACED A MINIMUM OF I" O,C. (SEE SECONDARY ANGLE SCHEDULE) 2')(4' SB. 2")(4' 5MB DR 2")(5" 5MB COLUMN SCREEN 2")(2")(.125" ANGLE EACH SIDE (2)-112)(3/4" SMS EACH SIDE (MIN. I" D.C. SPACING) 3/8" PO'JERS 'JEDGE BOLT CONC. ANCHOR THRU ANGLE L 1")(2" DB INTIl CONCRETE EACH SIDE (MIN. 3.5" EMBEDMENT> 1')(2' DB BASE PLATE (TYP.) I I 3/8" PO'JERS 'JEDGE BOLT CONCRETE ANCHOR THRU ANGLE INTO CONCRETE AT AN EMBEDMENT OF 3,5" MINIMUM (SEE SECONDARY ANGLE SCHEDULE) <J ~ ~ I 2 .. MIN. . NOTE' DET AIL ILLUSTRATES TYPICAL - 2")(4" 5MB COLUMN CONNECTION I N Z ~ ;: I SIDE VIE\J I I I SCREEN SB. 2")(4" 5MB OR 2")(5" 5MB COLUMN (2)-112)(3/4" SMS EACH SIDE (MIN. I" D.C. SPACING) 2")(2')(.125" ANGLE V 3/8" PO'JERS 'JEDGE BDL T CONe. ANCHOR THRU ANGLE L 1")(2" DB INTO CONCRETE EACH SIDE (MIN. 3.5" EMBEDMENT> 1")(2" O/B BASE PLATE <TYP.) i 1\ . NOTE. DETAIL ILLUSTRATES TYPICAL 2")(4' 5MB COLUMN CONNECTION I (2)-110)(1-1/2" SMS EACH SIDE I <1 ~11 1/4' MIN. CONCRETE ~ ANCHOR EMBEDMENT L'MAX SPACING_ 24" O/C I 2500 P,S.I. CONCRETE MAX SPACING . I. - 24" O/C - I NOTE. DETAIL ILLUSTRATES TYPICAL 2")(4" 5MB CONNECTION, CONCRETE DECK I SCREEN~.~ ~.': . - N Z ..... .... - z . i M od ..,. PRIMARY SECONDARY ANGLE SCHEDULE 2")(2")(,125" ANGLE ~. .. COLU"'N TOTAL TOTAl '" SIZE CONCRETE 11~{~" ,. .( ANCHORS <TYP,) st.IB OR 58 3/8" PO'JERS 'JEDGE BOLT CONCRETE 2"lC 4" 2 J/B- 4- ANCHOR AT 3.5' MINIMUM EMBEDMENT 2"lC 5- 2) J/B" 4- I N Z :lI: I 2")(4" SB. 2")(4" 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\lERS PO\lER-BoL TS 112)(3/4' SMS (OR EQUIVALENT> 24" D.C. FOR 5MB (2) CONNECTION IS GOOD FOR 3.475 POUNDS OF UPLIFT. SPECIAL ENGINEERING IS REQUIRED TO EXCEED 3,475 POUNDS. (3) CONNECTION IS BASED ON 3" MINIMUM EDGE DISTANCE AND 2" SPACING OF FASTENERS. IU2 SMS TYP. (SPACED Ii! l' O.C. MINIMUM) I PCCD' TOP VIE\J I 3871 TAMIAMI TRAIL. SUITE E PORT QiARLOTTE. FL 33952 PHONE: (941) 627-4901 FAX: (941) 824-2382 ~ .M.UJIlNUJI STRUCTUR8S JUST~R PUN ~ DCIIIIIIIJI:, DIC. @ COPYRIGHT AI. ENGDfBJ:RlNG, INC. 2002 Al ~GINEERlNG, INC. FLORIDA UCENSE 11441 PAGE 59 OF 266 f ~ I I I I I I I , I I I i 12x3 PB POST/COLUMN TO CONCRETE DETAILS I DETAIL 0 2")(3")(.050" PB COLUMN SCREEN 2")(2")(.125" ANGLE EACH SIDE 2500 P.S.I. CONC. NOTCH COLUMN FOR BASE PLATE 1")(2")(.044" DB BASE PLATE (TYP.) 2 EACH IU4 )(3/4" SMS EACH SIDE (SPACED I" D.C. MINIMUM) 3/0" PO~ERS ~EDGE BOLT CONCRETE ANCHOR THRU ANGLE (3 1/2" MIN. EMBEDMENT> ~ . ., <I <I : . <I <I . .' . .. ~. "4 - -4 ...4 ~ SIDE VIEW SCREE ~ 2")(3")(.050" PB COLUMN II (2) IU4 )(3/4" SMS EACH II (SPACED I" D.C. MINIMUM) II II SIDE 2")(2")(.125" ANGLE 4 EACH 1/4" x 1-112' IUO S.M.S. THRU BOTTOM PLATE INTO COLUMN SCREV BOSSES 1/4" )( 2 1/2" CONCRETE ANCHOR 3/8" PO~ERS ~EDGE BOLT CONCRETE ANCHOR (MIN. 3 1/2" EMBEDMENT> OIB BASE PLATE <TYP.) 1 114" MIN. CONCRETE . ANCHOR EMBEDMENT L1 . L1~ 6" ~MAX SPACING MAX. 24" OIC <J 2500 P.S.I. CONCRETE L1 I I NOTCH I MAX SPACING --I-------. 6" ~ CIf~~N - 24" OIC MAX. BASE FRONT VIEW NOTES. mALL 1/4" CONCRETE ANCHORS TO BE POVERS PO~ER-BDl TS <DR EQUIVALENT> (2) CONNECTION IS GOOD FOR 3,400 POUNDS OF UPLIFT. SPECIAL ENGINEERING IS REQUIRED TO EXCEED 3,400 POUNDS. (3) CtJH:CTlIJN IS JASED ON :r MINIMUM EDGE DISTANCE AND LIMITATIONS or SPACING ,. .'--9 ~rfleY'f.ll'X 1J1/JJ1IJIII/JII ,.. ~ meN --"1--.;.;..... ...;~_.;- ~~~_..ilttt j . ~.~ PflCM (....,,- f!ff-4fllJf FA'/: (041) 824-23112 ~- '--""iiulU1Wll 8Dur:J"f1MS JaSf'ZR PUN ~ .(p~~+ L. -- - -, ~ .zDD1' At e:Jr,,~~ 1M:; ~ I~ I1A-- ~~ ,~ ,or .!:8fl I CHAIR RAIL CONNECTIONS I 2x2x,062 RECEIVING CHANNEL 2x PD. SNAP DR 5MB COLUMN 2x PB. SNAP OR 5MB CHAIR RAIL EXTERIOR CHAIR RAIL CONNECTION DET AIL @) 2x2x,062 RECEIVING CHANNEL DBL 2'x 5MB (4) 1I10x3/4'SMS 2x PB. SNAP DR SMD CHAIR RAIL EXTERIOR CHAIR RAIL CONNECTION DETAIL CD CRCD 3871 TAHlAMI TRAIL. SUITE E PORT CHARLDTTE. F1. 33952 PHONE' (940 627-49M fAX. ('J40 624-2382 OR INTERIOR fASTENIN (4) 1I10x I 112' SMS INTO SCRE\(BOSSES EACH SIDE l.S'x2.12S'X,062' INTERIOR 'U' RECEIVING CHANNEL \(/(4) tHOx3/4' SMS INTERI[JR CHAIR RAIL CONNECTION DET AIL @ INTERI[JR CHAIR RAIL CONNECTION DET AIL @ HIDDEN CHAIR RAIL CONNECTION DET AIL @ INTERIOR FASTENIN (4) 1I10x 1 1/2' SMS INTO SCRE\(BOSSES EACH SIDE l.S'x2.12S'X,062' INTERI[JR 'u' RECEIVING CHANNEL \(/(4) 1I10x3/4' SMS HIDDEN CHAIR RAIL CONNECTION DETAIL @ ~ ALUJlINUJI STRUCTURlS JlASf'ZR PLAN ~ INC. @ COPYRIGHT AI. DGINbRING, INC. 2002 AI.. ENGINEERING. INC. FLDRmA LICENSE .7441 ' PAGE 52 OF 266 ~ 2x SNAP DR 5MB COLUMN I I. - I , I I I I II I I , I I I I I I 2x2 PB CHAIR RAIL DBL 2'x 5MB 2x2 PB DR 2x3 PB CHAIR RAIL ~~ FOR ~T NON - LOAD BEARING WALLS ~ ~ ROOF BEAI.l ~~. CABLE BRAClNG "" EXAWPlE ~ ,/ ..iV~] /' T X /~ / om 1\ ZU ll~ -I; rn_ / 1 JIIlOiT .....oo:.."".r\ ~2 )f1~1iii:: / M/;),. ~~ ,~ I ROOF BEAM SPAN I I' ROOF BEAM SPAN ~ \. GABLE MANSARD ~. DETAIL 0 DETAIL @ .~~AQNG SIDE WALL COLUMN SCREEN WALL/SCREEN ROOF ROOf BEAM ~ JI1' Ir--' "I / I/AlCIIAJI/ / ~ CWlI/N r I I V FDr.r BEAI/ (T'tP) · CABLE BRACING TO BE INSTAllED fOR EAai g' (OR FRAcn~ llfiEOF) (F ~nCAl WAll HElGHT MAXIMUM l;uLUMN Hl:luHT IN DECiMAl FEET SCREEN WAlLS - SCREEN ROOF WIND LOADS UP TO 130 MPH.EXPOSURE C DEFlECTION llBO SPANOI2' DEFLECTION UI80 SPAN >12' SIDE WAlL COlUMN CHART FOR USE IN CONJUNCTION WITH 2x2x,044 PB PURL IN SPACING 3'-0" 4'-0" 5'-0" 6'-0" 7~' 8'-0" 9'-0" (D) 2x2 PB 9,40 8,50 7,90 7.40 7,00 6,70 6.40 (E) (F) (G) (H) (I) (J) (K) (L) (M) (N) (0) (P) 3x2 PB 2x3 PB 2x3SB 2><4 PB 2x4 SB 2><4SMB 2x5 5MB 2x6 5MB 2><7 5MB 2><8 5MB 2x9 5MB 2xl0 5MB 11.10 13.20 14,30 16,60 ' 17,40 19,40 22,30 24,00 24,00 24,00 24,00 24,00 10,10 12.00 13,00 15.20 15,90 17,70 20,30 24,00 2400 24,00 24,00 24,00 9,30 11.10 12.00 14,10 1480 16,50 19,00 ~2,3O 24,00 2400 24,00 24,00 8,80 1050 11,30 13,20 13,90 15,60 17,90 21.10 23,80 24,00 24,00 24,00 8,30 9,90 1070 12,80 13,20 14,80 17,00 2010 22,80 24,00 24,00 2400 790 9.50 10,30 12,00 12,80 14,10 16,30 19,30 21.70 24,00 24,00 24,00 7,60 9,10 9,90 11.50 12,10 1360 15,80 1860 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,05O PB PURlIN (D) (E) (F) (G) (H) (I) (J) (K) (l) (M) (N) (0) (P) SPACING 2x2 PB 3x2 PB 2x3PB 2x3SB 2><4 PB 2x4 SB 2><4 5MB 2x5 5MB 2x6 5MB 2x7 5MB 2><8 5MB 2x9 5MB 2xl0 5MB 3'-0" 9,40 11.10 13,20 14,30 16,60 17,40 19,40 22,30 24,00 2400 24,00 24,00 2400 4'-0" 8,50 10,10 12,00 1300 15~ 15,90 17.70 20.30 24,00 24,00 2400 24,00 2400 5'-0" 7,90 9,30 11.10 12.00 14,10 14,80 16,50 1900 22.30 2400 24,00 24,00 24,00 6'-0" 7,40 8,80 10.50 11,30 13,20 13,90 15,60 1790 21,10 2380 24,00 2400 2400 7-0" 7,00 8.30 9,90 10.70 12,60 13,20 14.80 17,00 20,10 22,80 2400 24,00 24,00 8'-0" 6,70 7,90 9,50 10,30 1200 12,80 14,10 1630 19,30 21.70 2400 24,00 24,00 9'-0" 6.40 780 9.10 9,90 11,50 12,10 13,80 15,80 1860 2090 2400 24.00 24,00 INTERPOLATION Bt:1 YVEI:N VAlUES I:> PERMISSIBLE. VAlUES IN DECIMAl FEET. MUL TIPL Y THE COLUMN HEIGHTS BY THE FOLLOWING FACTORS TO GET AlLOWABLE HEIGHTS FOR DIFFERENT WINOSPEEDS WIND SPEED FACTOR 140 0,95 120 105 110 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 MUL TIPlICATlON FACTOR DUE TO THE CODE SPECIFIED CHANGE IN DEFLECTION LIMITS. srCTS t 3871 TAIolIAMI TRAIL. SUITE E PORT QiARLOllE, Ft 33952 PHONE: (941) 627-4901 FAX: (941) 624-2382 ~ ALUlllNUJI STRUCf'l/RES JUST8R PUN DDI:BN, INC. @ COPYRIGHT .u. J:HGIlfEERIHG, INC. 2002 AL ENGINEERING, INC. FtORlOA UCENSE 11441 PAGE 51 OF 266 I PURLIN/BEAM TO BEAM CONN. DETAILS I T'I'P. 5MB OR SNAP BEAM I W DETAIL @ DETAIL 0 MINIt.AUt.A 1" CENTER- TO-CENTER SCREW SPACING MINIt.AUt.A 1/2" EDGE DISTANCE o 8" x .062 RECEIVING CHANNE T'I'P . (SECONDARY) ~ 2 SMS INTO o SMS EACH SIDE PURUNjaEAM (RIMARY BE~M SE1ONDAR~jaEAM BOlli SIDES PURUN 2 x 4 5MB, SB OR PB 4 J 2 x 5 5MB 4 J 2 x 6 5MB 5 4 2 x 7 5MB 6 5 2 x 8 5MB 7 5 2 x 9 5MB 8 6 2 x 10 5MB 8 7 (SECONDARY) PURUNjaEAM 0 SEE SCHEDULE FOR FASTENERS DETAIL @ T'I'P. 5MB T'I'P. SUB PURUN - ( SECONDARY) NOlE: ILlUSlRA TED AS 2x4 5MB SECONDARY PURUN / BEAM MINIMUM 1" CENTER-TO-CENTER SCREW SPACING MINIMUM 1/2" EDGE DISTANCE FOR 112 SMS ok 1" EDGE DISTANCE FOR 110 SMS 2"x2"x.044" PB (1) - 110 SMS OR (2) - fa St.AS INTO EACH SIDE OF PURUN T'I'P. 5MB OR SNAP BEAM DETAIL @ T'I'P. 5MB OR SNAP BEAM NOTES: MINIMUM 1" CENTER TO CENTER SCREW SPACING. PBC MINIMUt.A 1/2" CENTER TO CENTER DISTANCE mow SCREEN TO EDGE OF t.AEMBER. 3871 TANIANI TRAIL. SUITE E POOT aiARLOlTE. FL 33952 PHONE: (941) 627-4901 FAX: (841) 1124-2382 ~ nUJlINUJI STBUCTUUS MASTEB PUN ~ N:. @ COPYRIGHT ..t.L ENGIHBERIIIG. me. 2002 At D1GlNEIRlHG, IHe. FLORIDA UCEHSE l7<Hl PAGE 49 or 266 . . IBEAM TO BEAM CONNECTION DETAILS 1 SPACING BETIJEEN SCREIJS SHALL NOT BE LESS THAN 3d. MINIMUM DISTANCE FROM SCREIJ TO EDGE OF MEMBER SHALL NOT BE LESS THAN 0.5'. GUSSET THICKNESS MUST BE GREATER DR EQUAL TO IJALL THICKNESS [}f" BEAM. TOTAl f Of DISTANCE FASl'ENER FASTENER DISTANCE FASl'ENERS TO IlEAW CO"PLETE FRO" VER11CAl HORIZONTAl FROW SIZE CONNEcnoN "a" 0" SPUCE SPACING SPACING EDGE 2x4 PB 20 - IUD SMS 7.35' 2.15' O.S' 1.12' 1.14' O.S' 2x4 SB 24 - IUD SHS 7.35' 2.15' 0.5' 1.12' 1.14' 0.5' 2x4 5MB 28 - IUD SMS g.S' 2.5' 0.5' 1.12' 1.14' 0.5' 2xS SHB 28 - IUD SHS g.7S' 2.5' 0.5' 1.50' 1.14' 0.5" 2x6 5MB 32 - IUD SHS 11.25' 4' 0.5' 2.0" 1.14' 0.5' 2x7 5MB 32 - IUD SHS 12' 5' 0.5' 3' 1.14' 0.5' 2x8 5MB 36 - IUD SHS 14.75' 6" 0.5" 4' 1.14' 0.5' 2x9 5MB 40- 110 SHS 14.75" 6' 0.5" 4' 1.14' 0.5' 2x10 5MB 44 - 110 SMS 17.5' 7' O.S' 5" 1.14' I" 10 SCEIJS 0 PER SPLICE.~ ........... (40 TOTAL> ~-J-l..---==----- 2x9 5MB 2x9 5MB ~ _ - - .......:.. --- -... 000 000 \.. .. ..1 o · 0 0 \.. 0.1 .0 DETAIL @ DET~l SHOWN AS 2x9 Sl.4B, OTHER BEAMS ARE SIl.4llAR. TOTAl Js Of FASTEN TO DISTANCE FASTENER FASTENER DISTANCE IlEAW CO"PLErE FRO" VERTICAL HORIZONTAl FRQI,I SIZE CONNECTION "a" 0" SPlICE SPACING SPACING EDGE 2x4 PB 16 - 110 SHS 7' 2' 1.5' 0.90' 1.14' 0.5' 2x4 SB 16 - 110 SHS 7' 2" 1.5' 0.90' 1.14' 0.5' 2x4 5MB 24 - 110 SHS B.7S" 2' 1.5' O.gO' 1.14' 0.5' 2xS 5MB 24 - 110 SHS B.7S' 3" 1.5' l.g0' 1.14' 0.5' 2x6 5MB 24 - 110 SHS B.7S' 4' 1.5' 2.90' 1.14' 0.5' 2x7 5MB 2B - 110 SHS 11' 4' 1.5" 2,gO" 1.14' 0.5' 2xB SHB 32 - 110 SHS 11' 4' 1.5' 2.90' 1.14' 0.5' 2xg SHB 36 - 110 SHS 13.25' 4' 1.:;i' 2. gO' 1.14' O.S' 2xl0 SHB 404- 112 SHS 15.5" S" 1.5" 3.g0" 1.14' 0.5' 9 SCEIJS '0 PER SPLICE (36 TOTAL> -- A .125" FLAT BAR HAY BE USED ....-- l J ____ INSTEAD OF GUSSET PLATES CALLED OUT IJITH AN APPROPRIATE LENGTH AND IJIDTH TO ACCDHODATE THE REQUIRED r--- --- =:[ SCREIJS AND EDGE DISTANCE SPACING . . 0 . . 0 I. 0 0 0 0 . I L!.. ...!.. 0 Q ...!.. ..!.J 2x9 SHB 2xg 5MB DET AIL @ BTBt DET~l SHOWN AS 2x9 SUB, OTHER BEAMS ARE SIl.4llAR. 3871 TAWIAWI TRAIL. SUllE E ~ M.l1JllNUJI STRUCTl/RIS JUSTZR PUN PORT CHARlOTlE, FL 33952 PHONE: (941) 627-4901 ~ OfiIJIIRIJIj, DC. @ COPYRIGHT .u. DGINURlHG, INC. 2002 FAX: (941) 624-2382 Ai.. EHClNEERlNG, INC. FLORIDA UCENSE 174-41 PAGE 47 OF 266 . . . . . . . . . . . . . . . . . CONCRETE UPLIFT ANCHOR FOR .ADDRESSING EROSION i AND SCREEN WALL/SCREEN ROOF ENCLOSURES l DETAIL @ ._J 2500 PSI (MINIMUM) CONCRETE 15 IRON ROD CONnNUOUS 2500 PSI (MINIUUM) CONCAE TE 1) Al1.0WA6LE ROOf 6EAM ~PAN OF' 20' 2) fl..A T SL.OPEI 0 TO 6: 1 1) Al1.0WA6L.E ROOF BEAM SPAN OF' 25' 2) UOOERA 1E SlOPE CONCRETE ANCHOR/8: 1 TO J: 1 (2)-15 IRON ROD CONllNUOU 2500 Pst (MINIMUM) CONCRETE DETAIL@ DETAIL@ (2)-15 IRON ROD CONllNUOUS 2500 PSI (MINIMUM) CONCRETE ,1) ALLOWABLE ROOF BEAM SPAN OF 30' 2) MOOERA'M SLOP! CONCRETE ANCHOR/8: 1 TO ~: 1 1) AU.OWABLE ROOF BEAM SPAN Of '\a' I 2) STEEP SLOPE CONCRElE ANCHOR; J: 1 AND ~E:A1ER (GREAT POTENllAl FOR EROSION) i GENERAL NOTES: I 1. HOWEOWNER MUST BE MADE AWARE OF" lHE POSSlBIUTY OF !MOSlON AND SHAU. BE RESPONSIBLE FOR MAINTENAfojCE TO FORESTAU. FAILURE:. . i 2. THESE SlltJAllONS CAN NOT BE USED eEYOND THE COASTAL CONSlRUCllON CONTROL UNE. S1lE SPECIFIC ENGlNEfRIN~ IS REQUIRED SEAWARD Of lHE COASTAL CONSTRUC1l0N CONTROL UNto ! I J. ALL CONCRETE MUST MEET mE REQUIREMENTS Of' CHAPTER 18 Of mE AlUulNUU SlRUClURES UASlm PLAN 200~ EDl1lON. I 4. l:IASili: MATERIAL lHICKNE5S MUST BE: 12!:lC 01" CONCRElE FASTENER EMBEDUENT, 90 IN CASES \\HERC 1l1[ [t.fOCD~CNT I~ 3,5" 1llC SLAB MUST BE AT LEAST 4.':575" THICl< WHERE EMaEJ)~ENT WILL OCCUR_ I 5. IF' THE: ROOF BEAM SPAN FAllS YJllHlN THE PARANElEAS FOR A SPEClFlC CONCRETE ANCHOR. BUT lHE SLOPE DOES NOT, THEN THE LAKUER CONCRETE ANCHOR SHAU. BE INSTAllED IN ORDER TO totEET THE SLOPE REQUIREMENTS. ! 3871 TAMIAMI TRAll.. SUITE E PClAT CHAR LOnE, I'l 33952 PHONE: (A41) 827-4il01 FAX: (9-41) 82-4-2J82 ~ nEllllNfIII- 'Sf'RUCf'UR88 JUS7..R PUN .. DDIIIEII:. &:.; @) COPrRlGHT AI. IHCDfURDfG. Ole. 2002 AL ENGlNEERlNc. INC. flORIDA UCENSE #74-41 I I PACt: 260 OF 266 REviSED 4/18/02 ... , 11111/11/11/1111/111/1 ""I II'"~ I"" 1111/ 1111' "'" 1"11111 2002138429 State of Flv/!ll) /t . NOTICE OP COMMENCEMENT County of ))~ THB ImOERSIGNED hereby gives notice that improvement will be made to c~rtain real property, and in accordance with Chapter 713, Florida Statutes, the follo~ing information is provided in this Notice of Commencement: 1. Descr iption of Property: Parcel No. J -.J.~.L/ - 01,l..O ,- ocDov - c:>do ;2)~z.c: t e property an street a a Ie) tf/l60L ~ 2. Description of Improvement ~~ ~~~ v Rcpl: 616769 DS: 0,00 09/09/02 3., O\...ncr Information: Name fl~~- ~~..;4' <<./~ l\ddress 6</J? ~~~, ~ City ";>-#/0 Rec: 6.00 IT: 0,00 Dpty Clerk State A- Interest in Property: C3~4C~ Name of Fee Simple Titleholder: (If other th~n owner) JED PITT"AN~ PASCO COUNTY CLERK 09/09/02 0.:: : 35pm 1 0' 1 OR BK 5061 PG 1230 Address City State : ,.) 4. ',~ . Contra9=:or: .t{ame ~~ ~ ,.3~5r-?;.J (G,r~~/lwooet' 110) Address.ft.17~ ~~~ ~ ' City G-- ~/6 State ~ ~, 5. Surety: N.:lme Address City State Amount of Bond: S 6. Lender: Name Address City State 7. Persons within the State of Florida designated by Owner upon whcm notices or other documents may be served as provided by Section 71J.IJ(1)(a)(7), Florida Statutes: tJ~mc Address City State 8. In addition to himself, Owner designates ~fenor~~. ~~d in Section ~~- ~~ to receive a copy of the 713.13(1)(b), Florida Statutes. <J. f:xp..irnti1JO dt'lt.e o! rlot.lce of Commencement. (the expiration date is 1 year fr~m the d.:lte of recording unless a different date is specified.) Signature of Owner: ~. .MJ /Vo1J;t'l~ ;j;tr# 5fh day of SEpl-effLbe ," Sworn to and subscribed before me this ~;>ro:l M-.m ~~ Not.lry Public: My C:):1"1",,,i s s ion Expires: ...,o\..H"....~ KIM NEWSOME t1~..\ MY COMMISSION II DO 127309 ~~~ EXPIRES: June 19,2006 "\lRf..~~ Ilcnded 1lru NolaJy NlIic UnderwllIn PC93053048