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Home My WebLink About00-9580 BUILDING PERMIT ~o .5). , :...-- CITY OF ZEPHYRHILLS (813) 788-6611 Permit 09580 ~ -~~-o 0 Date BUILDING E~AL P~~' ::::::,~:~e.{;f) ;f!;c;;lI ~ . Parcell.D, # /I-;:;;J to - ~I - 00/0 - /~ 7 CJD- Zoning: CLlrgy Code: ~ Radon Gas: Description of Work ~<~ ( ....L...tLh W~ / ~;: Sewer Conn Water Conn: Water Meter: T.I.F.'s: o ~/f.) NO OCCUPANCY BEFORE C.O. FINAL fJ - / ']- ID C) DATE Complete Plans, Specifications and Fee Must Accompany Application. C.O. All work shall be performed in accordance with City Codes and Ordinances. DATE Inspector 2 A=: -0 Valuatl'on or ~~ ~!..rm!!f~~. ~ -:;73 ~ Contract Price ~ ;;2LJcJ' C~ianature )_' ... U C~mpany ,/ City License Registration # ct2,g. ~:2........ Address State Certified License# C~~7 ~1- S3/ t/ ~oz L;1~~ ~:/-c B DING fLEC.!;'! PLUM~ ~ANICAL Tp. Servo Rough In Meter Can Const. Pole Pool Pre-Meter Final Breakers Ducts Insl. Compressor Final SLB Tub Set Water Sewer Final Ftr. Pre SLB Lintel FRM. Insul. CL WL Driveway REINSPECTION FEES: When extra inspection trips are necessary due to anyone of the following reasons, a charge of Fifteen and 00/100 Dollars ($ 25.001 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. r G~\p{L-' (Vi ftrj).t'-{ rlllt^l6fWl-f~ c~~r-:>I. :;~<-f~~~ l6.~ S+ SQ. FEET. PRICE MAIN OR LIVING AREA .. OTHER AREA UNDER ROOF OTHER -.... ? . 2c~. 0 C9>NlrtfK-T 11L~ci I BUILDING: 52..Sc ELECTRICAL: N/Yt- .. PLUMBING: JJ/It " MECHANICAL: j.J / It C~) - RADON: . J, JL '-- ~ i/c,-", (/ ,- ..- CREDIT: ~/1t SEWER: JJ 1ft WATER: ) :.:v TOTAL: I T.I.F'.S JJ lit -G/[Ii L ~ 1':) ~?: I., s;z. s: <> , , i. I. I APPLICATION FOR PERMIT CITY OF ZEPHYRRILLS BUILDING DEPARTMENT DATE RECEIVED PLANS REVIEW FEE 6 ",";2 /- tJ 0 -- -- OWNER'S NAME -.:D a..V; d-.H- 0 II Y JOB ADDRESS 5438 III 1-1-\ ~T: LEGAL DESCRIPTION: LOT(S) ~?.~~I PHONE PASCO PERMIT SERVICE 813-788-5314 ) Z e.phyr bills, PI. .33540 BLOCK 1'17 SUBDIVISION PARCEL 10 # 1/-,2&'-dl-/JOIO- /l/700-t)~/O WORK PROPSED: []NEW CONSTRUCTION ~ADDITION (OBTAIN FROM PROPERTY TAX NOTIeF.) []ALTERATION [] REPAIR [] INSTALL [] SIGN PROPOSED USE: ~GL FAMILY DWELLING [] COMMERCIAL [] MOVE [] DEMOLISH []MULTI-FAMILY []# OF UNITS [] MOBILE HOME BUILDING SIZE D DOlA.bJ ~ .;? L/ )( ,;l L/ [] INDUSTRIAL [] SWIMMING POOL [] OTHER V 0 RESTAURANT & HEALTH DEPARTMENT APPROVAL ~w';U;,7!!f7 C o...r pDrT (L /0/ DESCRIPTION OF WORK SQUARE FOOTAGE 57& HEIGHT 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. PERMITS REQUESTED ~BUILDING $ ~P?tJO. 00 VALUATION OF TOTAL CONSTRUCTION [] ELECTRICAL [] PLUMBING [] MECHANICAL AMP SERVICE D FLORIDA POWER [] W.R.E.C. $ VALUATION OF MECHANCIAL INSTALLATION [] GAS [] ROOFING [] SPECIALTY [] OTHER TYPE OF CONSTRUCTION: [] BLOCK [] FRAME [] STEEL ~OTHER Al Uflk.1 YI t.( ""'- FINISHED FLOOR ELEVATIONS IS PROJECT IN FLOOD ZONE AREAD YES D NO BUILDER COMPANYB.a.dy M.Dn.b~rr"'~5 Con sT. ~-tUi>t.Q STATE CERT OR REGIST # :Be 7 '1<1'1 SIGNATUR . ~ CITY PROCESSING # ::f(3 rfl;L f) I<- ** ********************************************~*********** 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 O~ PERMIT AFFIDAVI~ A. .NOTICE OF DEED RESTRICTIONS The undersigned understands that this permit may be subject 1:0 "deed restrictions" which may be more restrictive than City regulat:ions. The undersi9ned assumes responsibility for compliance with any applicable deed restrictions. B. UNLICENSED CONTRACTORS AND CONTRACTOR RESPONSIBILITIES If the owner has hired a contractor or contractors to undert,ike 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 Zephyrhi1ls. 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 $2,500 IN VALUE DO NOT NEED TO RECORD AND POST A "NOTICE OF eOMMENCEMENT". ~o~ s~c~ ,-;', STATE OF FLORIDA "D COUNTY OF r a...s~o The foregoing instrument was acknowledged Before me this ~day of .:r1A.r\e. , ~.;lODO by MOJ"t't n hdY"rpr'\ (name of person acknowledged) ~ho is personally known to me, or STATE OF FLORID~~ COUNTY OF a.5~D The foregoing instrument was acknowledged Before me this ~O't"--day' of Y,o '^, ,:=J ;MlOO by Mo..,.-tr -pf"onbar-rt"'n ~ (name 0 person acknowledged) ~ho is personally known to me, or [J who has produced (type [Jdid not of identification) take an oath. Dwho has produced (type of identification) ~id not take an oath Name typed, acknowledgement Si Sl.lldnne Bahr Name tYf~&'~.'f~~~~~~~ C:~~Jld ~~( j;~ Exe','" NOV. 15,2002 :'~i'""""~~~ ',.'mED THRU """,R~,~\"'''' ATU'vl:;"l;'- :~()NDING co., tNC ., PROPOSAL .~ ._"1 ~ v' ~-- i{ ; :/\ ~ I i i :"n~-", ~ " f\ ,. , No. ',_ \~i ., , .-' ~ ~ ~~-;'\ i Date Sheet No. Name i 'd.,', \/ f ~- I i J j,., , j i ''- Y , I" '-" Work To Be Performed At: Pro osal Submitted To: City , I t / /; l...f" , i \ L~ ."___o...- , , ~/ Street Street )j/~~~:tj State L.. City State Phone Date of Plans Architect We hereby propose to furnish the materials and perform the labor necessary for the completion of /)L / ::v' ,; ~" . , r ~}/l._f\~'1.,t I (,1 V\:: ...:L.J ?? 'I -, (\1.r....; -J ,'il) ..q~ All material is guaranteed to be as specified, and the above specifications submitted for above work and completed work to be performed in accordance with the drawings and in a substantial workmanlike manner for the sum of Dollars [$ ~0 J. ....~ r>,,\('::")' with payments to be made as follows: Any alteration or deviation from above specifications involving extra costs, will be executed only upon written orders, and will become an extra charge over and above the estimate. All agreements contingent upon strikes, accidents or delays beyond our control. Owner to carry fire, tornado and other necessary insurance upon above work. Work- men's Compensation and Public Liability Insurance on above work to be taken out by Respectfully submitted Per \ Note-This proposal may be withdrawn by us if not accepted within days. ACCEPTANCE OF PROPOSAL The above prices. specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. Payment will be made as outlined above. Signature .-< Date Signature "Wbs_ FORM 3850 TRIPLICATE MADE IN U. S.A. ~ <'" --- , / ~(2- 5'-138 I&; VAL &T. ______. ..--- .-- .-- -~-- ---- -- . ._----.--.~. J I 2-q ! \ or ,""- - 1\ '-.J -> <= _.~._---------_. - f 2 ~- / I lfo \V CoO' '7 ~ I LID I ? DOUBLE CARPORT a' 3x3 ,093 POSTS 12'O.C. - ISOlA TED FOOTING 2x8 .072 SM8 24' SIJE ELEVATION END ELEVATION 12' 12' ,'ATf &0- 10' H o S T (flo\ftbii- bt2JtcliS SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS ANCHOR WITH HEADER I CHANNEL WOOD FRAME SHED W/2 x 4 PRESSURE TREATED PINE PLATE ANCHORED TO UJ CONCRETE WI 1/4" CONCRETE ex:: ~ FASTENERS @ f- 4'-0" O. C. () ~ ex:: CI) MID-SPAN BEAM (SELECT 'L' f- UJ FROM TABLE 2.1.1 AND I OR CI) 0:: f- ~ TABLE 2.1.2) CI) 0 FRONT WALL BEAM (SELECT ::c " 'L' FROM TABLE 2.3) z SHADI~G TYPE II F= ........ . DENOTES INTERIOR POST CI) ....... . ~ . . . . . . . . MAX. ROOF AREA (SEE TABLE ....... . 2.1.1 AND I OR TABLE 2.1.2) SHADING TYPE I DENOTES EXTERIOR POST ROOF AREA (SEE TABLE 2.2.1 LW/2J J W tJ ANDIOR TABLE 2.2.2) 1 W/2+0.H. MIN. 3" x 3" x 0.060" W THRU-BOL TED TO HEADER POST ANCHOR TO CONCRETE (SEE DETAIL REQUIRED POST) i'-"") (TYPICAL) DOUBLE CARPORT WITH CENTER POST '-" SCALE: 1/4" = 1'-0" ROOF CONNECTION DETAILS (SEE SECTION 7) MID-SPAN BEAM SIMPLE SPAN (SEE TABLE 2.1.1 AND I OR TABLE 2.1.2) POST TO BEAM (SEE UJ TABLE 2.3) ex:: ~ POST SIZE AND SPACING f- () ROOF PANELS (SEE TABLE 2.2.1 AND I OR ::l ex:: (SEE TABLES TABLE 2.2.2) f- CI) SECTION 7) 3-1/2" 2500 P.S.1. CONCRETE f- ~ SLAB WI 6 x 6 WELDED WIRE CI) 0 J 1 MESH OR FIBER MESH ::c VARIES CONCRETE OVER VAPOR BARRIER DOUBLE CARPORT WITH CENTER POST SCALE: 1/4" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 ( ) FAX (904) 767-6556 '--' SEAL PAGE @ COPYRIGHT 1999 52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS "t" IS THICKNESS OF REQUIRED POST TOP OF GRADE ~ 3" x 3" POST (SEE TABLE) (2) 2" x 2" x "t" ANGLE OR (1) U CHANNEL x "t" 3/8" x 3-1/2" BOLT 80 LB. 2500 PSI CONCRETE PRE-MIX <fI, .' 3" x 3" BASE . N -- .- I (t) 16" 1 ALUMINUM CONVENTIONAL CONSTRUCTION PORCH POST CONNECTION SCALE: 1/2" = 1'-0" ( o ~~ ~'/ POST IN CONCRETE #40 BAR 12" LONG POURED CONCRETE (REFER TO TABLE 2 . 4) 3" x 3" POST TURN BOLTED ~ TO ANCHOR RISER / ;--- 2-3/4" x 2-3/4" x 2-1/2" ~ I LONG x 1/8" TUBING V ;--- WELDED CONNECTION FASTEN (SEE TABLE 2.5) 12" x 12" x 1/4" PLATE 3-1/2" CONC. SLAB I'" , , -) ISOLATED FOOTING SCALE: 1/2" = 1'-0" BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION SCALE: 1/2" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT PO. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 i )' '.,..-- SEAL PAGE @ COPYRIGHT 1999 58 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITIEN PERMISSION OF LAWRENCE E. BENNETI, P.E. SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS en ill a:: :; ROOF PANEL SEE SECTION 7 ANCHOR (SEE DETAIL FOR PAN OR COMPOSITE PANEL) FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) BEAM AND POST SIZES (SEE TABLE 2.1.1, TABLE 2.1.2 AND I OR TABLE 2.2.1, TABLE 2.2.2) COLUMN NOTCHED TO SUIT SIDE NOTCH POST TO BEAM CONNECTION SCALE: 1/4" = 1" --- ---------------- en ill a:: :; ro' ! ROOF PANEL SEE SECTION 7 -_.j' 1 3/4" x 1 3/4" x 0.063" RECEIVING CHANNEL THRU BOLTED TO POST WI THRU BOLTS FOR SIDE BEAM (SEE TABLE 2.3 FOR NUMBER OF BOL TS) CENTER NOTCH POST TO BEAM CONNECTION @ @ @ @ ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) SIDE BEAM BEAM AND POST SIZES (SEE TABLE 2.1.1, TABLE 2.1.2 AND I OR TABLE 2.2.1, TABLE 2.2.2) COLUMN NOTCHED TO SUIT SCALE: 1/4" = 1" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 :' i .._,I SEAL PAGE @ COPYRIGHT 1999 64 NOT TO BE REPRODUCED iN WHOLE OR iN PART WITHOUT THE WRiTTEN PERMISSION OF LAWRENCE E. BENNETT, P.E SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy SOS3 T.S Beam Size 2" x 3" x 0.050" Hollow Tilt 2" x 4" x 0.050" Hollow 2" x 4" x 0.03S" x 0.100" Self Mating Beam 2" x S" x 0.050" x 0.120" Self Mating Beam 2" x 7" x 0.055" x 0.120" Self Mating Beam 2" x S" x 0.072" x 0.224" Self Mating Beam 2" x 9" x 0.072" x 0.224" Self Mating Beam 2" x 9" x 0.OS2" x 0.30S" Self Mating Beam The minimum number of thru-bolts is two (2) Minimum Post Size 3"x 3"x O.OSO" Scalloped 3"x 3"x O.OSO" Scalloped 3"x 3"x O.OSO" Scalloped 3"x 3"x O.OSO" Scalloped 3" x 3" x 0.093" 3" x 3" x 0.093" 3" x 3" x 0.125" 3" x 3" x 0.125" # Thru-Bolts @ L=D+W' 1/4" " 3/S" " 2 2 2 2 3 2 3 2 4 3 4 3 Table 2.4 xisting Slab on Grade with unknown reinforcement Isolated Footing Uplift Dimensions.. Rating # Maximum Attributable Roof Area in Square Feet 1'.0" x 1'-0" x 1'.0" 520 30 26 22 20 16 1'-4" x 1'.,4" x 1'-4" 1000 59 50 38 31 1'.S" x 1'-6" x 1'.S" 1320 77 66 57 51 41 1'.8" x 1'.S" x 2'.0" 2040 120 102 89 78 64 1'.S" x 1'.S" x 2'.S" 2540 150 127 111 98 80 2'.0" x 2'-0" x 2'-0" 2640 155 132 115 102 83 2'.0" x 2'.0" x 2'.S" 3300 194 165 143 127 103 2'.S" x 2'-6" x 2'-S" 4000 270 230 200 177 144 2'-6" x 2'.S" x 3'.0" 4800 324 276 240 212 172 "Notes: Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth). Slab on grade must be new or in good condition. fl"~ "I .I ~..; (1) SO# Bag (1) SO# Bag (1) SO# Bag rade with 80 # ba re-mix concrete and backfilled to rade. Maximum Attributable Roof Area in Square Feet 102 87 76 67 54 107 91 79 70 57 112 95 83 73 60 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL TANT P.O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 ,I '--....' SEAL PAGE 72 @ COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS SECTION 2 .f:li1~"""_ Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS Aluminum Post Wind Load = 102 MPH I 110 MPH I 120 MPH J 125 MPH I 140 MPH Applied Load = 17 #/Sq. Ft. 20 #/Sq. Ft. I 23 #/Sq. Ft. I 26 #/Sq. Ft. I 32 #/Sq. Ft. Maximum Allowable Roof Area in Square Feet for Various Loads on Post Height Load in Lbs 3" x 3" x 0.090" Hollow Extrusion. Aluminum Alloy 6063 T-6 11-10 5,184 3u:> 259 225 199 162 13-10 3,888 229 194 169 1:,0 12 15-10' 3,024 178 151 131 116 9: 17-10' 2,268 133 113 99 81 I Height Load in Lbs 3" x 3" x 0.125" Hollow Extrusion. Aluminum Alloy 6063 T.G 3-9' 6,912 407 346 301 266 ~1ti 16-1 5,184 305 259 22:, 199 1tu 18-4" 4,032 237 202 11:> 155 l~ti 20-7 3,024 178 151 131 116 .9:> Height Load in Lbs 4" x 4" x 0.125" Hollow Extrusion - Aluminum Alloy 6063 T-6 15'-9' 9,312 548 466 405 3:>8 291 18-5' 6,984 411 349 304 269 21ll 21 -0' 5,432 320 272 236 209 110 23'-8 4,074 240 204 177 157 121 Steel Post Wind Load = 102 MPH I 110 MPH 120 MPH I 125 MPH I 140 MPH Applied Load = 17 #/Sq. Ft. 20 #/Sq. Ft. I 23 #/Sq. Ft. I 26 #/Sq. Ft. I 32 #/Sq. Ft. Maximum Allowable Roof Area in Square Feet for Various Loads on Post Height Load in Lbs 3" x 3" x 14 Gauge Post - 46 k.s.i. Steel 19-10 10,050 :>91 503 431 387 ;j14 21-9 7,430 4"1 372 323 286 232 23-9' 5,638 332 282 24:> 217 i lti 25'.9 4,371 2:>1 219 190 168 1;j1 Height Load in Lbs 3" x 3" x 11 Gauge Post. 46 k.s.i. Steel 19-8 15,8 0 934 794 690 610 9 21-7' 11,(30 690 587 :,10 451 6 23-6 8,9/0 528 449 390 345 25'-6 6,900 406 345 300 265 1 Height Load in Lbs 4" x 4" x 14 Gauge Post. 46 k.s.i. Steel 26-8" 12,650 144 633 :,:,0 4lH 9 29-3 9,350 :,:,0 468 401 360 32-0 /,1:'0 421 3:,8 311 275 34-8 5,500 324 275 239 212 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSUL T ANT PO BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL @ PAGE COPYRIGHT 1999 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E_ BENNETT, PE 71 SECTION 2 ATTACHED & FREESTANDING COVERS AND UTILITY SHEDS .F.1I1~.a..... Allowable Roof Beam Spans for Carports, Patio Covers, Screen Rooms, and other Open Buildings with Solid Roofs Aluminum Alloy 6063 T-6 Wind Zone = 102 MPH 110 MPH I 120 MPH I 125 MPH I 140 MPH Applied Load = 17# / Sq. Ft. I 20#/ Sq. Ft. I 23# I Sq. Ft. T 26# I Sq. Ft. I 32# I Sq. Ft. Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam 8' 16'-11" 1S'-7" 14'-7" 13'.8" 12'-4" 9' 1S'-11" 14'-9" 13'-9" 12'-11" 11'-8" 10' 1S'-2" 13'-11" 13'-0" 12'.3" 11'-0" 11' 14'-S" 13'-4" 12'-S" 11'.8" 10'.6" 12' 13'.10" 12'-9" 11'.11" 11'-2" 10'.1" 13' 13'-3" 12'-3" 11'.S" 10'-9" 9'.8" 14' 12'.10" 11'-10" 11'-0" 10'.4" 9'.4" 16' 11'.11" 11'.0" 10'-4" 9'-8" 8'.9" Load Width 2" x 7" x 0.055" x 0.120" Self Mating Beam 8' 19'-4" 17'-10" 16'-8" 1S'-8" 14'-1" 9' 18'-3" 16'-10" 1S'.8" 14'-9" 13'-4" 10' 17'-4" 1S'.11" 14'-11" 14'-0" 12'-7" 11' 16'-6" 1S'.3" 14'-2" 13'-4" 12'-0" 12' 1S'.10" 14'-7" 13'-7" 12'.9" 11'-6" 13' 1S'-2" 14'-0" 13'-1" 12'-3" 11'-1" 14' 14'-8" 13'-6" 12'-7" 11'.10" 10'-8" 16' 13'-8" 12'-7" 11'-9" 11'.1" 9'.11" Load Width 2" x 8" x 0.072" x 0.224" Self Mating Beam 8' 24'-10" 22'-11" 21'-4" 20'.1" 18'.1" 9' 23'-5" 21'-7" 20'.2" 18'-11" 17'-1" 10' 22'.3" 20'-6" 19'-1" 17'-11" 16'-2" 11' 21'-2" 19'-6" 18'-3" 17'-2" 15'.S" 12' 20'-4" 18'.8" 17'.5" 16'.S" 14'.9" 13' 19'-6" 17'-11" 16'-9" 15'-9" 14'.3" 14' 18'.9" 17'.4" 16'.2" 1S'-2" 13'-8" 16' 17'.7" 16'.2" 1S'.1" 14'.3" 12'.10" Load Width 2" x 9" x 0.072" x 0.224" Self Mating Beam 8' 27'.2" 2S'-1" 23'-4" 21'.11" 19'.10" g' 2S'-8" 23'-8" 22'-0" 20'-9" 18'-8" 10' 24'.4" 22'-5" 20'-11" 19'.8" 17'.9" 11' 23'-2" 21'-4" 19'-11" 18'.9" 16'.11" 12' 22'.2" 20'-6" 19'.1" 17'.11" 16'.2" 13' 21'-4" 19'-8" 18'-4" 17'-3" 15'-7" 14' 20'.7" 18'.11" 17'.8" 16'-7" 14'-11" 16' 19'-3" 17'-9" 16'-6" 1S'-7" 14'.0" Load Width 2" x g" x 0.082" x 0.306" Self Mating Beam 8' 29'-8" 27'-4" 2S'-6" 23'-11" 21'-7" g' 27'-11" 2S'-9" 24'-1" 22'-7" 20'.S" 10' 26'-6" 24'-6" 22'-10" 21'-S" 19'-4" 11' 2S'-4" 23'-4" 21'.9" 20'-S" 18'-S" 12' 24'-3" 22'-4" 20'.10" 19'.7" 17'-8" 13' 23'.3" 21'-S" 20'-0" 18'-10" 16'.11" 14' 22'-S" 20'-8" 19'-3" 18'-2" 16'-4" 16' 20'-11" 19'.4" 18'-0" 16'-11" 1S'-3" ,...-.\ I..) Notes: Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. Lawrence E. Bennett, P.E. CIVIL ENGINEER. DEVELOPMENT CONSUL TANT PO. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 ,~.- ) ........ SEAL PAGE @ COPYRIGHT 1999 68 NOT 10 BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PI~ODUCTS SECTION 7 l ~l~ L-- 12"- ..-- .--. ~ _ __.n_._-l OI.:t' 'f.{JPI.~._~.y^r3J_Qvs-L!.EIG!JIRt$~J3J!ND~STRY STANDARD] ROOF PANEL: SCALI:: 114" '" I" 1(' ~ I t.. . l------.....-. ..-..---.------- .. . . 12"-..... ----..-..- f ! 12" WIDE x 3" RISER INTERLOCKING [INDUSTRY STANDARD] ROOF PANEL SCALE: 114" '" 1" J L----.-..-----.---- ... "l2.UU"--' --- J ! INDUSTRY STANDARD CLEATED ROOF PANEL SCALE: 114" '" 1" ill.l~"---- ~..... .... ...........zl. , . .., .., . . . . . .., . ..,.. ~ ~ .:.'::'::..:".:->::.'.:..::.'.:'-r -'- ;~~",;i::~~l DEPTH L----400- /. ALUMINUM SKIN E.P .S. CORE ...d;":":-:': ....: :...:"': ..:-:-:-:-:.:-:- L_ SIDE PANEL ...:..:.:-: :-..:-:-:-:. "-:.:.:.:.:.::.:.' r- CONNECTIONS VARY . . ..... . ., . . , ..,.,....,. (DO NOT AFFECT PANEL L SPANS) COMPOSITE ROOF PANEL PNDUSTRY STANDARDl SCALE: 114" '" 1" Lawrence E. Bennett, P.E. CIVil ENGINEER. DEVELOPMENT CONSUl rANT P.O. BOX 4366, SOUTH DAYTONA. FL 32121 TELEPHONE (904) 761-4174 FAX (904) 161.8558 s~Al PAGE @ COPYRIGHT 1999 NOTTO BE REPRODUCED IN W"OlE OR IN PARr WIIHour HIE Wrlll1EN PERMISSION OF LAWRENCE E. BENNETT. P.E. 169 r-" l ~)ECTION 7 ALTERNATE CONNECIIUN' #8 x 1-114" SCREWS (:1) PFI~ PAN IN ro FASCIAIHRCHJ<31l PAN BOXEU ENU ff 10 x 1-1/2" S.M.S. (1) PER RAF I ER ORI RUSS fAIL If 10 x. 3/,.," 8.M.S. @ '12" O. C. r:UR MASONRY USE II,.," x 1-1/4" lAP-CON ANCHOR OR FUUAL @ 24" O. C. FOR WOOf] USE ff IQ x 1."112" S.M.S. OR WOOD SCREWS @ 12" O. C. F:XISTING HOST SIRl/CIURE: WOODFRAME,MASONRYOR o TIlER CONS IHUCIION SOLlU I~OOF PANEL PRODUCTS rAN Hoar- AI'JCIIOHING DETAILS -------.. _.._._----~--_. /I~~--~-=~~= / / ;;Y /___.____h_____ 1-1. i------- ;- t~J _~-..-j-.-- uJ: --.- ____...! 3(b "'I-~ ~.. ...... -1' "~tJ_ ..-= :-~.~=:=:_j ~~~---- ROOF PANEL TO FASCIA DETAIL SCALE: 114" = 1'-0" \- EXISTING TRUSS OR IV\FTER SEALANT #8 x 9116" S.M.S. (3) PER PAN AND (I) @ RISER HEADER (SEE NOTE BELOW) ROOF PANEL #8 x 9116" S.M.S. (3) PER PAN AND (1) @ RISER EXISTING FASCIA SEALANT #8 x 9116" S.M.S. (3) PER PAN AND (1) PER RISER HEADER (SEE NOTE BELOW) ROOF PANEL ..1 #8 x 9/16" S.M.S. (3) PER PAN AND (1) PER RISER ROOF PANEL TO WALL DETAIL SCALE: 1/4" = 1'.0" NOTES: ROOF PANELS SHALL BE AlTACHED TO TilE I-lEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISIANT SHEET METAL SCREWS WIll-I 1/2" WASHERS. All SCREW HEADS SHALL BE CAULI<.ED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 112" SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH #8 x 1" OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW. Lawrence E. Bennelt, P.E. CIVIL ENGINEER - DEVEWPMENT CONSUL TANr P.O. BOX ~366. SOUTfl DAYTONA. Fl 32121 lELEPIlONE (9()~) 767.H7~ rfIX (90~) 767.6556 SEAL PAGE @ GOPynll;IIT HJ99 170 Nor 10 Ill: nErnOOUCElJ IN WIlOl.E OfllU PMH WIlIlOUI TilE WillI lEU PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 7 SOLID HOOF PANEL PRODUCTS 1II11IDD ^lIowable 5pans for IIll'lIslry SI"'HlanJ His!!r Panels for Various Loads ^Iulllinum ^"ov 3105 11-14 or 11-25 "3'''XT2'' x 0.019" Hiser Panels Oil en Bulldln\ls Enclosed BUlldlnas ...- Uvcrhanu (;ondlllon - Wind Applied Overhano Condlllon Wind Applied ~~ ~~ NUNE 1'-0" 2'.0" 3'-0" 4U''- .__~on Load NONE 1'.0' 2'.0" 3'.0" 4'-0" 102 M.P.Il. 11 TiTiF ~ IT~ -I2':(f'- ~ .J!!~r'~ 29 a'-5" a.7" 9'.4" 10'-4" 11'.7" 110 M.P .11. 20 10'-1" 10'-4" 10'-10" 11'-9" li'TP ,to M.p.lI. 35 7'-a" 7'.11" a'-r 9'-9" 11.1" 120M.P.lI, 23 9'5"-~ Ilj':"y "ii7 -W;f'" -lio M.p.11. 41 7'-1" 7 -4' a'-t" 9'-3" 10'-a' ~~5 M.P.II. 26 l-fTir 9'.1" 9'-9" lU'-O" Ti':Ti:C 125 M.P.II. 45 0'.9" 7 -0" 1'-10' 9'.0" 1 0 -5" 140 M.P.!!. 32- f-TTF 6.3" 6'-11" g'-I 1" II' 4" 1;;oM.P:II. 56 a'-o" 6 -4' 7'.3 a'-6" 10'.0" 3" x 12" x 0.02.6" IlIser pancis - 0 en U...L!lldlngs Enclosed Bulldlnus -'Vvl~ ^PjiiiMf Uvclhm!Jj (;ollditioll Wh..1 Applied Overhanu Condition ___".!lJ1l2!l...- Load NONE 1'.0" {iT "i"u" 4'-0" 1-,. lll!J!'on Load NONE 1.0" 2'.0' 3 .0" 4'-0' -!!!!.M..P .11. -IT 1-t3i'W 1';1"- r' '14'if"" 15' 2'" 1G'lf' 102 M.p.lI. 2.9 10'-a" 1 0'-10"' 11'.4" 12'-3" 13'.4" 110 M.p.lI. 20 12'.10' 12'-11" IJ'-5" 14"Y- 15'.1:;- 11UM.!'.II. 35 9'.a" 9'-1 10'-6" 11'.5" 12'.7" 12.0 M.P.ii:- -rr- 'i-r:Ti""' 12'-1" 12'1" IJ'4" f-i;rs- 120 M,P.II. 41 a'-II" 9'-2" g'-IO" 10'-g" 12'-0" -!3Ht!::lI. -2G 1FT ~ Tn1" 179""" 13'1U"" -125 M.p .11. 45 a'.7" a'.9' 9'-5" 10'.5" 11'-a' 140 M.P .11. 3r- IU'Y-I(f4"'- 'WTT"Ii'"9'" 12'iY 1';0 M.P.II. 56 1'-6" 7'-11" 6'a' 9'-9" 11'-1" 3" x 12" x 0.052" Hiser riiii;;,s U lell uiiii~~__ ______ . Enclosed Buildlllos -Wiii(i- Ii. jij;i iP.if Ovelhm!.fJ <';ondllloll Will" Applied Overhallo Condit on >-,. Il ell lOll...- Load NUNE 1'-0" lifF ~::t:,.- r-;j':lr _~!loII Load NUNE l'-O" 2'.0" 3'.0' 4'.0" 1 02 M.p .11. --17- 'iW 15':6" ISCTi"" 'iff-6' I~ 102 M.P.II. 29 1 r-g" 11'.11" 12'.5' 13'-3" 14'-3" 110 M.P.II. 20 14"-2" 14'-4" -,-:r:g::- -15'-5"" 16-J" 110 M.P.II. 35 10'-9" 10'-11" 1 1'.5' 12'-3" 13'-5" 120 M.P .11. 2J 13? 1 J'.5" IJ'.10" 14'-6" 15'-6" 120 M.I'.II. 41 g'-II" 10'.1" lo'-a" 11'.7" 12'-9" ~~5 M.P.!I. 26 "i~ 12'7" 13'-1" 13'-10" 14'-10" 125 M.p.lI. 45 9'-5" 9'.a" 10'-3" 11'-2" 12'.5" 140 M,P.II. 32 11'-3" 11'-5" 11'.11" 12'-9" 13'-9" 140 M.I' .11. 56 a'.6" a'-g" 9'-4" 1 0 -5" 11'.a" Noll!: -, olal iool panel width = loom width plus wall width plus overhallg ilJnr.l1(~ Allowable Spalls for Industry Standard Riser Pallels for Various Loads ^""llillllll1 Alloy 3105 11-28 - j~"xi 2" x O,OWRlserPaneis '=:,- Open Bulldlnas -Win" Appllp.d Overhanu Condlllon Wind HeJ1lon Load NONE 1'.0" 2'-0" 3'.0" 4-0" Ile Ion - i02 M.r:rr.-1T ~f-r.MF t-,3'-4" 14'7"" 15--<r 1~.r.lI. -'iUM.r:rr.-~o JT:9" -TT1F 12'5'- 13 2' 1l'T" lwM.rJl. . iiO M:r:il --rr- Tii'li" li'l"'- 'TF8"" 12"t:- li'F -iWMFfi.- . mM:P.iT."" 2s-1li'Y~ ITtr IT'lT'lj':1T 125 M.I'.II. ~l,;iiM.r:rr.- --'32 ~ ~ ~ IT'T" 1fT l4OM.r.iI. '3"-;; 12" x 0.026" Riser Panels - : .~: _.==---=~~==OiCii8iiiidi~_______.____ - Enclosed Bulldlnos Wind A""II~(r ____ -Y~I~~2!~!!......~. _--=---wiiia-- Applied OverhanQ Condition _ ..!~eJ~~l...- __I,,!?!!L .!!!:!.NE ~ ..J~:!C.. ..J~lC.._4':"~ __l~.lli?,~_ load NONE 1'.0" 2'.0" 3'.0" I'll M.I'.II. 11 I G' 2" 16'.3' I G'-6" 11'.3" 1 D' O' 102 M.I' .11. 29 12'-4" 12'.0" 12'.11" 13'-9" iJOfJ-P.fr --2if--H'lTI5'V"I5'=5"~G'l~Tii'lT"HuM.rTI. 35 11'3" 11'.5" lr.ll" 12'-9" . iiiiM.P:ii:-- --15- TnT ~ i~ 15':T'""'-liflf' lWM:r.TI. ~:1 10'-5" 10'.7" 11.2" 12'-0" --ji5 M.p.iC ~-I~ IJ'-2"' ~ 14'~,f'"~57 -125 M.r:rr.- 45 9'-ll" 10'.1" lO-a" 11'.7" -l~UM.r:ii:- -Jr- 1f1j" -TI':11" ---&~g::- iff 1~':T 14OM.P.Il. 56 0'-11" 9'.1" 9'.9" 10'-9" Enclosed Bulldlnos Applied Over 10110 Condition Load NONE 1'.0' 2'.0 3'.0" 29 9'-9" g'. 11" 10.6' 11'.5" 35 B'.IO" 9'-1' 9'.9" 10'.a" 41 6'-2' a'.5" 9'.1' 10'.2" 45 7'-10" 6'.1' a'.g" 9'.10" 56 7'-0" 7'-3" 0'.1" 9'-3" 4'.0' 12'.?" t 1'.IT" 11.5' 11 -2" 10'.a' 4'.0" 14'-g" 13'-10" 13'-1' 12'-9' 11'.11" -F;; 12" x 0:U32" mser Panels =-==. .___ Open Bul@!!9~_ Wir.., A"pIlNI Uverh~ (;ondltlon Hefl!on Load NONE-~ - 2'-lr ;:::':5'.0" -N2M.FJI.- --if=- 11'.10" 17'-11" 16'-.1" 16'-10" -rnrM:r:rr.- --20 16"-6' 16'-1'" 16'.11" W6' 120M.p.ii.----if-ls:-:4".- 15'.6' 15'-11"" 16'-6" 11sM:F.ii:- --26- 14.5" 14'-7'" 14'-11" 15"-6' f-i4oM.rIr- ---32- -'J'o" 13'.2" IJ'.6" 14'-4'" 4'-0" 19'-1'" 16'"'' 17"-4" 16'.6" 15'.J" WI lid lle!{lon ~P.If. 110 M.P.II. 120 M.P.II, 125M.P.It. 140 M.P.II. Enclosed Bulldlnas Applll!d Overhana Condition Load NONE 1'-0" 2'-0" 3'.0" 29 13'-a" 13'.10" 14'.3" 14'-11" 35 12'.5" 12'.7" 13'-1' 13'.10' 41 11".6" 1 r-8" 12'.2" 12'-11" 45 10'-11" 11'-2" 11 '.a" 12'-6" 56 9'-10" 10'.1" 10'-B' 11'-6" 4'.0'" 15'.10" 14'-10" 14'.0" 13'-7" 12'-a" Noll!: I ,,',llOnl rand wi,!lh = 101'11I widlh pillS wall widlh pillS nverhang Lawrence E. Bellllell, I.J.E. C/\." ENGINEFR - IJFVF/OPMFNT cor/suI TANI PO IJOX ~3fiR. sourll nAY IONA. n 32121 lFI FPIlONE (gn.l) 7fi7 477~ r /\X (9lJ1) 767 -r,r,r,6 ~FAI r'^,~F 17B (;:) !:OI'YIHI;I" 199!1 WII In HF Ilrl'lHlIlllcrlJ ill WIIO! F rm IIll'Mll WlllioUr I I If: Willi fFN PERMISSION OF LAWRENCE E. BENNETT, P.E.