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HomeMy WebLinkAbout2101 E Lake Mary BlvdCITY OF SANFORD PERMIT APPLICATION • Permit No • ' Z • P Date: - tq O Z r Job Address: -21 01 64 8 T Lea Al y 4i3^'lyF7 . a FL 3 2 7 Z 3 Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: C -vot%ooR.7 &yeA! f%G L /.yptRS Additional Information for Electrical & Plumbing Permits Electrical: _ Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/ Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/ Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _Residential Commercial _ Industrial Total Sq Ftg: (0 2 Value of Work: S 7Q Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: G 7 " ZG 3/ - -700 - D 2 Y A - 00 O O (Attach Proof of Ownership & Legal Description) Owner/ Address/Phone:7;L-Mc+PR R- 2 /O/ X . 40AIe /17AoC g tg gl- •%V6-1/wa %• 327 Z3 794- SL30 AF"3w Ya9- YZA-IV94S Contractor/ Address/Phone: 4 • 4 (1 d - sr% 4r -N 3-s-in, State License Number: c Contact Person: Phone & Fax Number: A6 -OW Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer Address: Phone No.: Fax No.. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER' S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliancewith all applicable laws regulating construction and zoning. 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 Z NOTICEOTOF COMMENCEMENT. TICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be P Y foundinthe public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. n gn o Owner/ Agent ate Signature of Contractor/Agent Date Print of Florida ' Date v JANE A PEITd My Comm BIL tt= Nu cc 70M h(F*=* jb ., I I MW W Owner/AgemisV'Persona y o or Produced ID Nt% trr-- "EK& E, Print Contractor/Agent' s Name a - Signature of NotalpState of Florida Date 0%%. Diane A Zab My commission DD043700 a E*ma November tp 2005 Contractor/Agent is VPersonallyy Known to Me or Produced ID li I APPLICATION APPROVED BY: a- Date: I Special Conditions: nelurr, w: enGrwe a+n•uorse elampe0 enverope) NOTICE OF COMME#NJ OM" 861 a aal 1a 11a IN 1910 IIS h 1181811 eft Mn#IWV Name: `' r t V s TAW, F8 710.13 ZMARYANNE MORBEr CLERK OF CIRCUIT COURT Address: - J1v u 8ENINOt.E COUNTY y' BK 04290 PG 1005a=1, Jb713 CLERK'S fl 2002812537 This ins . Prepared by: , bvtaA e6 a RECORDED 01/14/2002 1l i5Bv24 AN RECORDINB FEES 6.00Address: i ii ,ho%t •4 "W4 Il t3 7 • RECORDED BY M Nolden Property Appraisers Parpl IdeMNlealbn (Folio) umber(s): SPACE ABOVE THIS LINE FOR PROCESSING DATA SPACE ABOVE THIS LINE FOR RECORDING DATA Permit No. NOTICE OF COMMENCEMENT State of Florida Countyof 6z^ 11 10 Le-, The undersigned hereby gives notice that improvements will be made to certain real property, and in accordance with section 713. 13 of the Florida Statutes, the following information is provided in this NOTICE OF COMMENCEMENT. Legal description of property (Include Street Addres available) OUL w o &i 3) L w,. .- - of f w y General description of•improvements eAt ioee jr w u'o/L .372,&1. &ae" Pala: G•J¢gr e2 Re Owner Address Owner' i Fee Simple This holder (If other than owner) Name Address Contract Address Surety Address Amount of bond $ Any person making a loan for the construction of the Improvements: Name Address Person within the State of Florida designated by owner upon whom notices or other documents may be served as provided by Section 713.13(1)(s)7., Florida Statutes. ;. Name Addrei In addition to himself, owner designates Of saw- t-ye.41¢e C.ap. t/e/ f. Nears J. to receive a copy of the Llenor's Notice as provided in Section 713.13(1)(b), Florids Statutes. Expiration date of Notice of Commencement (the expiration date Is 1 year from the date of recording unless a different date Is specified) 441 2wzj-.9tem rn A A 'L.- 8ipnalula of Owner PdMed SI net" of r N R s AL Sworn to and subscribed efore me this day of , MARYANNE MORS`' 1! 7tCbeck one:) t AfTiant is personally known dil.. O Affiaot 'ded the CLERK OF CIRCUIT.000RAI SEmiNOLE COUNTY, MMWB following type of identification: 7% - O" t"T CLERK lAld 2+Dv2 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 2 Personal Property I Please Select Account zi PARCEL DETAIL a ,„ -. .... t © > i L AKF_ MARY BLVD wmim4t- (ouni 1" rw . may,. •' w s ITr)rsP r7v 'YVdY4f C 11111 t. { n.t 49. r GENERAL Parcel Id: 07-20-31-300- Tax District: S1-SANFORD023A-0000 Owner: MOBILITE BLDG Dor: 41-LIGHT VALUE SUMMARY CORP MANUFACTURING 2101 E LAKE Value Method: Market Address: MARY BLVD Number of Buildings: 3 SANFORD FL Depreciated Bldg Value: $2,586,043 City,State,ZipCode: 32773 Exemptions: Depreciated EXFT Value: $111,905 2101 LAKE MARY Land Value (Market): $236,967 Property Address: BLVD E SANFORD 32773 Land Value Ag: $0 Facility Name: Just/Market Value: $2,934,915 Assessed Value (SOH): $2,934,915 SALES Exempt Value: $0 Deed Date Book Page Amount Vac/Imp Taxable Value: $2,934,915 WARRANTY DEED 02/1994 02735 1871 $3,800,000 Improved Tax Bill Amount: $63,009 WARRANTY DEED 12/1983 01512 1461 $168,000 Vacant WARRANTY DEED 07/1983 01470 1960 $168,000 Vacant Find Comparable Sales within this DOR Code LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value SEC 07 TWP 20S RGE 31 E W 871.2 FT OF N 625 SQUARE FEET 0 0 473,933 .50 $236,967 FT OF SW 1/4 OF SE 1/4 (LESS RDS) BUILDING INFORMATION Bid Num Bid Class Year Bit Fixtures Gross SF Ext Wall Bid Value Est. Cost New 1 MASONRY PILAS 1984 11 11,312 CONCRETE BLOCK -STUCCO - MASONRY $253,698 $284,926 2 MASONRY PILAS 1984 16 56,560 CONCRETE TILT UP - MASONRY $1,244,619 $1,397,820 Subsection / Sgft UTILITY UNFINISHED / 299 3 MASONRY PILAS 1989 6 44,800 CONCRETE TILT UP - MASONRY $1,087,726 $1,142,570 Subsection / Sgft CANOPY / 1052 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New DRIVE 4 IN CONC 1984 44,974 $38,790 $67,461 ASPHALT DRIVE 2 INCH 1984 30,720 $12,288 $30,720 WALKS CONC COMM 1984 2,950 $2,544 $4,425 POLE LIGHT CONCRETE 1984 4 $560 $560 LOAD RAMP 1984 525 $453 $788 DRIVE 4 IN CONC 1989 34,160 $35,868 $51,240 http://www.scpafl. org/pls/web/re_web. seminole_county_title?parcel=0720313 00023 A0000... 1 / 14/2002 Seminole County Property Appraiser Get Information by Parcel Number Page 2 of 2 ASPHALT DRIVE 2 INCH 1995 28,160 $21,402 $28,160 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. http: //www. scpafl. org/pls/web/re_web. seminole_county_title?parcel=0720313 00023 A0000... 1 / 14/2002 07.MO FMMIT AUTWoRIZATI N I %%! r Icc /EKKEL herd lkenee HOWWIPleeae Pont) . 6 r Ltl c i to obtain a pen AkAha tied Peron , Plow Print) under m License # Lc- 0y 506 5 ifor the job described below: TYPE PERMIT I DESCRIPTION tomBuilding orvrier.,....j/YA Electrical 8Ne;Adgroso:. Gk i Plumbing HVAC Tax'Parcel # Roofing Pool Other i Ucene+r Holds i Det's I State of Florida County of 10.L:ts,_. AMImed and subscribed before me this ±4,— day of 9kx_Zby Lu xE k r who Is Pemonailly known to me or who has produced ' ^ (ty o 1 ftn4ture of Notary PutAlt Stajb# Florida PPdntTy . or Stamp Name of biotary Notarivi 8" ? Di —A authorize t in 'my behalf of Ifs) ss Idenftatlon. Or 044La P My Cornscion DD043780 Expires Nevembef 19 2005 Ii 1 Mr On N RECEIIIRL JAN 2 8 242 Ir 3 it Cfc W-=QZwt3 Q 3g Iorc F W>u m4rc zwOOzZwaN. a UNa>aV I-ZO 0 oDo i.w8Z uo u Z afuiQ>OZU pIN- awwgwowwz,Fu rca= IL 3 waUNNIf wiwIDJamUo p ,..00Wwuzz z amzwlaWNO a a O9w a N z O O a a 2 O i( O WIrpwOUmLL W wI-3:u zw01 wuzwzpDaz0 IUOI<Tww00 F-QuFVaNtHJ 7 i v 7 1 r• -- - - • n>.. :•:tea== /-/3; ;.,: ,;st - . t - . .. ../. j . tr..-' ••• - • - • / ' - - .•-- 1 i 4 x t .lq : _. .3 f' . ;. r .. 4 4' 'i(: i • r L: - E . - .. , r - 7- ? . PROJECT DATA I I 1 _ . l 1i a ya- .y FNx[t: •ND.4jp 4J ` n0e1To S. •rILIa]ON1FA5 fl GSI .Il[55 f I ` ", LAKE -BfcIVE-; + ` _ r ram_ _-_ _—_ _ 1...II ..9' ' r•. Slli Y5C1• /['Ufl f OI NPnr .[_; IN Cf4i a"i niC.+KJc a rrtc .1 ,( I T N 671 ' l _---.— —.-- — /~ •• t .NOSfI tF- FFOf. [I[ • o - • --_ EllstlNt tlNl n9: n-1-. GN - - — i-- INE_IOn MIASMAL SISIN.CI O! E • yi7 ' I _ _ a.,, f11N I O f1.U.... S[I f_ , qi. xn1110.y0i 31,( I.M9 f.r. L1_Ti5 It. I i1^I : I I I I i p' I I{ 1 1 I I 1 I 11 MCr YxR1S[1Ntt—•A. SIDCeRrS. x9flnOnLaCOK.fa M IEKENIYam, k ii 1. nnr:rc- MITINc r(rtln y n. Z L _ j •,` '.i i_i i { 1 I ' L'... 1 w > - _-._r• /I 11J L 111 1 111_ L1J I=_ ~i _ r f i .1n: , ro,}i:.:: •:-rl4IW(12 U V tt1 . • '{ _ . ill .r.1':f I] CE10 (c f l I M, 1 _ _ c__s<`-" 1 _ _ r' i __-_rr_I_ p • _ e 7r-ki leL u I I i I 1)-1 ]- • I I I 1 i - f — - nOf Esru(Sr lr-00S.r. Orr l[( ffx;[ J ' I I zl frx)b I, Ka. a C slt,.N si -'f Fl7J - Ix [nrle.[Fsr±. Is sr.cfs a t• , T.J I I / T•,•-a. nVT F C4rrA.• nnl[l•r • 0 -7E - oI ! { g1Le S4r_. >• h.fr.I4 SITS gn0r S.f../- nrl I I a-[ - 3] Sr A!(i. ylL 1 I _ I'• 1 `^" t - iry I •11 vl I I / tY FK]vN - 101I4 fCOU: WE O NttEf I:1 Sr u[f. SPACES IIIIv. I , e•c.ppcer. s - - Ft T /. v p 1,', -: 7•FT-.-'l-yL II] -••O { "I., yr e,M.b.c v ;rl 1 t'IJ .r.G a rw•rT••vr:Dr'w -- EI ISIl,x6 __ _' _J.___ SlAtu t - SPACES c •.'.- " f I • / / • Q 6E rFFn x0 f3 iF1[arVES r ta]i W Nww[rJ ]Inrt l /)) 11 b(•7K 1. AL( CDxi YC I Fi 0NINACCOADAxrixlixIN( LIT[S! CIIT IN rLQRioi' INANtrs ANN srfclvlcATI0x5. I" _— ) __ _ - -. _ i M t. [ DNIAACIM 10 1 a tlEllf SITE rMLI AtD ID SASS NIS MICE T 4= F ACCOAIINtIT: II I « Lfv.f I - - _ - _ _ r e.^.SR6 1 • j - " •). IOIAllC x E. If E.T,, sYPrI iFI.IY-tA C:II If151ri MI. - f O r• Ip- i 1- 9 rfL. st.b"S !t C Ula4 f .•A - 1 _ i 9; f'NII-1 SE To IS _ RFN1L1 Sum l[0 81 THE CITY M.swr MQ. lJl .l YOIIitJ ! P g1.8}J ,. K •\\ 3' - 4. }} -•- 1 3. I IOf IB. 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IrA[I"fNft en iA ni7tlq rMfIN Ixc Qcii+Ee iietr .r.0 •K A i.r 'Q` ,Z.. Afironiwe'"if. ]a6'r G . •-: tr P„- rCr - ;'Yy 1 Aaiut R[Nlf[IfCNti. tfs/f 1r1A}A lE KFlirr S NAt n1N AN .1 IN,- = c i fMUAttOx - - - Sf. i[31RN'rl[Ni7711E1R7 rt0)E'T (Q/itEQ11FT -. _ (-A)f!:9I#a-IENx ct : ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS SECTION 2 W = PROJECTION FROM HOST STRUCTURE A1= W/2 A2 = W/4 A3=W/4+O.H. ANCHOR WITH HEADER CHANNEL WOOD FRAME SHED W/ 2 x 4 PRESSURE TREATED PINE PLATE ANCHORED TO CONCRETE W/ 1/4" CONCRETE FASTENERS @ 4'-0" O. C. MID -SPAN BEAM (SELECT'L' FROM TABLE 2.1.1 AND / OR TABLE 2.1.2) FRONT WALL BEAM (SELECT L' FROM TABLE 2.3) SHADING TYPE II DENOTES INTERIOR POST MAX. ROOF AREA (SEE TABLE 2.1.1 AND / OR TABLE 2.1.2) SHADING TYPE I DENOTES EXTERIOR POST. ROOF AREA (SEE TABLE 2.2.1 AND/OR TABLE 2.2.2) MIN. 3" x 3" x 0.060" THRU-BOLTED TO HEADER POST ANCHOR TO CONCRETE SEE DETAIL REQUIRED POST) TYPICAL) DOUBLE CARPORT WITH CENTER POST - PLAN VIEW PROJECTION VAR ROOF CONNECTION DETAILS SEE SECTION 7) MID -SPAN BEAM SIMPLE SPAN SEE TABLE 2.1.1 AND / OR TABLE 2.1.2) POST TO BEAM (SEE TABLE 2.3) POST SIZE AND SPACING SEE TABLE 2.2.1 AND / OR TABLE 2.2.2) ROOF PANELS SEE TABLES SECTION 7) SEE FOOTING DETAILS PAGE 2-15 OUBLE CARPORT WITH CENTER POST-1LEVATION VIEW Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 4366, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767.6555 COPYRIGHT 2000 I PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT 1HE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SEAL 2-1 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS I SECTION 2 Table 2.1.2 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 120 MPH 125 MPH 140 MPH Applied Load = 17# / Sq. Ft. 20# / Sq. Ft. 23# / Sq. Ft. 26# / Sq. Ft. 32# / Sq. Ft. Load Width 2" x 6" x 0.050" x 0.120" Self Mating Beam 6' 15'-1" 13'-11" 12'-11" 12'-2" 10'-11" 8' 13'-1" 12'-1" 11'-3" 10'-7" 9'-6" 9' 12'-4" 11'-4" 10'-7" 9'-11" 8'-11" 10' 11'-8" 10'-9" 10'-1" 9'-5" 8'-6" 11' 11'-2" 10'-3" 9'_7" 9'-0" 8'-1" 12' 10'-8" 9'-10" 9'-2" 8'-8" 7'-9" 13' 10'-3" 9'-5" 8'-10" 8'-3" 7'-6" 14' 9'-11" 9'-1" 8'-6" 7'-11" 7'-2" Load Width 2" x 7" x 0.055" x 0.120" Self Mating Beam 6' 16'-11" 15'-8" 14'-7" 13'-8" 12'-4" 8' 14'-8" 13'-6" 12'-7" 11'-10" 10'-8" 9' 13'-10" 12'-9" 11'-11" 11'-2" 10'-1" 10, 13'-2" 12'-1" 11'-3" 10'-7" 9'-7" 11' 12'-6" 11'-7" 101_9" 10'-1" 9'-2" 12' 11'-11" 11'-1" 10'-4" 9'-8" 8'-9" 13' 11'-6" 10'-7" 1 9'-11" 9'-4" 8'-5" 14' 11'-1- 10'-3" 9'-6" 8'-11" 8'-1" Load Width 2" x B" x 0.072" x 0.224" Self Mating Beam 6' 22'-0" 20'-4" 18'-11" 17'-10" 16-1" 8' 19'-1" 17'-7" 16'-5" 15'-5" 13'-11" 9' 17'-11" 16'-7" 15'-5" 14'-6" 13'-1" 10, 17'-1" 15'-9" 14'-8" 13'-9" 12'-5" 11' 16'-3" 14'-11" 13'-11" 13'-2" 11'-10" 12' 15'-7" 14'4" 13'-5" 12'-7" 11'-4" 13' 14'-11" 13'-9" 12'-10" 12'-1" 10'-11" 14' 14'-5" 13'-3" 12'-5" 11'-8" 10'-6" Load Width 2" x 9 x 0.072" x 0.224" Self Mating Beam 6' 24'- 22'-B" 20'-11" 19'-9" 17'-9" 8' 21'-2" 19'-6" 18'-2" 17'-1" 15'-5" 9' 19'-11" 1814" 17'-2" 16'-1" 14'-6" 10, 18'-11" 17'-5" 16'-3" 15'-3" 13'-9" 11' 18'-0" 16'-7" 15'-6" 14'-7" 13'-2" 12' 17'-3" 15'-11" 14'-10" 13'-11" 12'-7" 13' 16'-7" 15'-3" 14'-3" 13'-5" 1 12'-1" 14' 15'-11" 14'-9" 13'-9" 12'-11" 11'-8" Load Width 2" x 9" x 0.082" x 0.306" Self Matin Beam 6' 26'-4" 24'-4" 22'-8" 21'-4" 19'-2" 8' 22'-10" 21'-0" 19'-7" 18'-5" 16'-8" 9' 21'-6" 19'-10" 18'-6" 17'-5" 15'-B" 10, 20'-5" 18'-10" 17'-7" 16'-6" 14'-11" 11' 19'-6" 17'-11" 16'-9" 15'-9" 14'-2" 12' 18'-8" 17'-2" 16'-0" 15-1" 13'-7" 13' 17'-11" 16-6" 15'-5" 14'-6" 13'-1" 14' 17'-3" 15'-11" 14'-10" 13'-11" 12'-7" 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 CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL IO NOT T O BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1 PAGE2-21 I SECTION 2 1 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS U) Lu Q ROOF PANEL SEE SECTION 7 FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) ANCHOR (SEE DETAIL FOR PAN OR COMPOSITE PANEL) BEAM AND POST SIZES SEE TABLE 2.1.1, TABLE 2.1.2 AND / OR TABLE 2.2.1, TABLE 2.2.2) COLUMN NOTCHED TO SUIT SIDE NOTCH POST TO BEAM CONNECTIO w Q ROOF PANEL SEE SECTION 7 I O I o0 SIDE BEAM 00 I 1 3/4" x 1 3/4" x 0.063" RECEIVING CHANNEL THRU BOLTED TO POST W/ THRU BOLTS FOR SIDE BEAM (SEE TABLE 2.3 FOR NUMBER OF BOLTS) ANCHOR PER DETAIL f FOR PAN OR COMPOSITE PANEL f 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 / OR TABLE 2.2.1, TABLE 2.2.2) COLUMN NOTCHED TO SUIT CENTER NOTCH POST TO BEAM CONNECTION Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767-6556 SEAL PAGE COPYRIGHT 2000 2-14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 2 I ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS ALUMINUM/STEEL COLUMN SEE SECTION 9 FOR ANCHORS CONCRETE SLAB OR FOOTING POST TO CONCRETE CONNECTION U' CHANNEL (SEE SECTION 9 FOR CONNECTIONS) CONCRETE ANCHORS SEE SECTION 9) INTERNAL OR EXTERNAL RECEIVING CHANNEL ALUMINUM/STEEL COLUMN CONCRETE ANCHORS SEE SECTION 9) CONCRETE SLAB OR FOOTING POST TO CON=CON. INTERNAL OR E ALUMINUM / STEEL COLUMN CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE SEE SECTION 9 FOR CONCRETE ANCHORS CONCRETE SLAB OR FOOTING SEE SECTION 9 FOR ANCHORS 2" x 2" WITH WALL THICKNESS EQUAL TO OR GREATER THAN COLUMN WALL INTERNALEXTRUDED ALUMINUM BASE OR BREAK FORMED U-CLIP WITH WALL EQUAL TO OR GREATER THAN POST WALL NOTE: ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVERS POST TO CONCRETE CONNECTION TUBE COLUMN BASE SCHEMATIC INTERNAL BASE Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4366, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 7674774 FAX (904) 767-6556 SEAL PAGE COPYRIGHT 2000 2-1 6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 2 1 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.2.2 Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings - ALUMINUM POSTS Aluminum Post Wind Load = 102 MPH 110 MPH 1 120 MPH I 125 MPH 1 140 MPH Applied Load = 17 #/S . Ft. 20 #/S . Ft. 23 #/S . Ft. 1 26 #/S . Ft. 32 #/5 . Ft. Maximum Allowable Roof Area in Square Feet for Various Loads on Post HeI ht Load in Lba 3" x 3" x 0.090" Hollow Extrusion - Aluminum Allov 6063 T-6 11'-10" 5,184 305 259 1 225 1 199 162 13'-10" 3 888 229 194 1 169 150 122 15-10" 3 024 178 151 1 131 1 116 95 17'-10" 2,268 133 113 1 99 1 87 71 Height Load In Lbs 3" x 3" x 0.125" Hollow Extrusion Aluminum Allo 6063 T-6 6,912 407 346 301 1 266 1 216 5184 305 259 225 1 199 1 162 18'-4" 4,032 237 202 175 1 155 1 126 20'-7" 3,024 151 131 1 116 1 95 Height Load In Lba 4" x 4",A 0.125" Hollow Extrusion -Aluminum Allo 6063 T-6 15'-9" 9 312 8 466 405 358 291 18'-5" 6,984 411 349 304 269 218 2 '-0" 5,432 320, 272 236 1 209 170 3' 4, 074 204 177 157 127 Steel Post Wind Load = 102 MPH I 110 MPH 1 120 MPH I 125 MPH 1 140 MPH Applied Load = 17 #/S . Ft. 1 20 #/S . Ft. 123 #/S . Ft. 1 26 #/S . Ft. 1 32 #/S . 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" 10,050 591 1 503 1 437 1 387 314 21'-9" 7,430 437 1 372 323 1 286 232 23'-9" 5,638 332 1 282 1 245 1 217 176 4 371 257 1 219 1 190 1 166 137 41ei ht Load in Lbs 3" x 3" x 11 Gauge Post - 46 k.s.l. Steel 19'-8" 15.870 934 794 1 690 1 610 496 21'-7" 11730 690 587 1 510 451 367 23'-6" 8 970 528 449 1 390 1 345 280 25'-6" 6 900 406 345 300 1 265 216 Height Load In Lbs 4" x 4" x 14 Gauge Post -46 k.s.i. Steel 26'-8" 12,650 744 633 550 487 395 29'-3" 9,350 550 468 407 360 292 32'-0" 1 7,150 1 421 358 311 275 223 34'-8" 1 5,500 1 324 275 239 212 172 Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SJUTH DAYTONA, FL 32121 TELEPHONE (904) 767.4774 FAX (904) 767-6556 SEAL IPAGE2-24 I O NOTT O BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I SECTION 2 I ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS CONNECTORS PAN ROOF PANELPERTABLE2.3) DE SEE TABLES FOR BEAM SIZE LM KNEE BRACE NOT REQUIRED FOR CENTER OF ATTACHED BRACE STRUCTURES AND KNEE BRACE NGTH CONNECTION ROOF PROJECTION I START OR END FROM HOST LESS I OF BEAM SPAN THAN 20' I I 2" x 3" x 0.050" KNEE BRACE MINIMUM KNEE BRACE REQUIRED IF POST SEE TABLE 2.3) . NOT SET IN CONCRETE FOOTING COLUMN INTERNAL ANGLE OR U-CLIP CONNECT KNEE BRACE TO COLUMN AND BEAM WITH 0.050" U' CHANNEL, 'H' CHANNEL, OR GUSSET PLATE, FASTEN WITH S.M.S. AT EACH CONNECTION POINT PER TABLE 2.3 KNEE BRACE TO POST DETAIL - BEAM PERPENDICULAR TO ROOF Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA. FL 32121 TELEPHONE (904) 7674774 FAX (904) 767-6556 , SEAL PAGE COPYRIGHT 2000 2-1 2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS I ,SECTION 2 PAN OR COMPOSITE PANEL ROOF n BEAM w O m CENTER OF BRACE CONNECTION = K E BRACE LISTARTORENDOF BEAM SPAN KNEE BRACE NOT REQUIRED FOR ATTACHED STRUCTURES 2" x 3" x 0.050" MINIMUM KNEE BRACE SEE TABLE 2.3) KNEE BRACE REQUIRED IF POST NOT SET IN CONCRETE FOOTING COLUMN CONNECT KNEE BRACE TO COLUMN AND BEAM WITH 0.050"'U' CHANNEL, 'H' CHANNEL, OR GUSSET PLATE, FASTEN WITH S.M.S. AT EACH CONNECTION POINT PER TABLE 2.3 KNEE BRACE TO POST DETAIL - BEAM PARALLEL TO ROOF Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4366, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767A774 FAX (904) 767-6556 SEAL COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 2-1 3 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 5063 T-6 SECTION 2 Beam Size Minimum Post Size Thru-Bolt L=D+'/." Minimum Knee Brace* Min. # Knee Brace Screws114" Is 3/8" 0 2" x 3" x 0.050" Hollow Tilt 3"x Wx 0.060" Scalloped 2 2" x 3" x 0.050" 3 #8 2" x 4" x 0.050" Hollow 3"x 3"x 0.060" Scalloped 2 2" x 3" x 0.050" 3 #8 2" x 4" x 0.038" x 0.100" Self Mating Beam 3"x 3"x 0.060" Scalloped 2 2" x 3" x 0.050" 3 #8 2" x 5" x 0.050" x 0.100 Self Mating Beam 3"x 3"x 0.060" Scalloped 2 2" x 3" x 0.050" 3 #8 2" x 6" x 0.050" x 0.120" Self Mating Beam 3"x 3"x 0.060" Scalloped 2 2" x 3" x 0.050" 3 #10 2" x 7" x 0.055" x 0.120" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 4" x 0.050" 3 #10 2" x 8" x 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.093" 3 2 2" x 4" x 0.050" 3 #12 1. 0.072" x 0.224" Self Mating Beam 3" x 3" x 0.125" 3 2 x 4 0.050" 2" x 9" x 0.082" x 0.306" Self Mating Beam 3" x 3" x 0.125". 4 3 1 2" x 4" x 0.050" 3 #14 i no minimum number or tnru Doits Is (2) Minimum post/beam may be used as minimum knee brace Table 2.4 Footings - Maximum Roof Area for Caroort Posts Wind Zone = 1 102 MPH 110 MPH 120 MPH 125 MPH 140 MPH Applied Load = 17 #/Ft.' 20 #/Ft.2 23 #/Ft' 26 #/Ft.' 32 #/Ft? Existing Slab on Grade with unknown 20 17 15 13 10reinforcement Isolated Footing Dimensions" Rating # Uplift Maximum Attributable Roof Area In S uare Feet 1'-0" x 1'-0" x 1'-0" 520 30 26 22 20 16 1'-4' x l'-4" x 1'-4" 1000 59 50 43 38 31 1'-6" x 1'-6" x 1'-6" 1320 77 66 57 51 41 1'-8" x 1'-8" x 2'-0" 2040 120 102 89 78 64 l'-8" x 1'-8" x 2'-6" 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'-6" 3300 194 165 143 127 103 Z-6" x 2'-6" x 2'-6" 1 4000 270 230 200 177 144 2'-6" x 2'-6" x T-0" 1 4800 1 324 276 240 212 172 Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth). Slab on grade must be new or in good condition. Pre -Cast Block Footing Pre -cast footing block ( 16" x 16" x 4" ) at 24" below grade with 80 # bag pre -mix concrete and backfilled to grade. Dimensions U Iift Rating # Maximum Attributable Roof Area in Square Feet 1 80# Bag1734 102 87 76 67 54 1 80# BaQ 1,819 107 91 79 70 57 1 80# Bag 1904 112 95 83 73 60 1-tv. maximum uplm on post Is oetermined by multipying maximum attributable roof area x applied load. Example: Post tributary roof area = 77' Applied load for 110 MPH wind zone = 20#/Sq. Ft. Uplift on post = 77 x 20 = 1,540# Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4366, SOUTH DAYTONA, FL 32121 TELEPHONE (904) 767-4774 FAX (904) 767-6556 SEAL COPYRIGHT 2000 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 2-25 SECTION 7 SOLID ROOF PANEL PRODUCTS ALTERNATE CONNECTION: 3) #8 SCREWS PER PAN WITH 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END 10 x 1-1/2" S.M.S. (1) PER RAFTER OR TRUSS TAIL 10 x 3/4" S.M.S. @ 12" O.C. FOR MASONRY USE 1/4" x 1-1/4" TAP -CON ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 2" O.C. EXISTING HOST STRUCTURE: PAN ROOF ANCHORING DETAILS ROOF PANEL TO FASCIA DETAIL EXISTING TRUSS OR RAFTER SEALANT 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) HEADER (SEE NOTE BELOW) ROOF PANEL 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) EXISTING FASCIA SEALANT 8 x 1/2" S.M.S. (3) PER PAN BOTTOM) AND (1) @ RISER TOP) HEADER (SEE NOTE BELOW) ROOF PANEL WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. (3) PER PAN OTHER CONSTRUCTION (BOTTOM) AND (1) @ RISER ROOF PANEL TO WALL D ( TOP) NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH #8 x 1/2" LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1/2" WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH #8 x 1/2" 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 RIZER SCREW. #8 x 9/16" TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR #8 x 1/2" S.M.S. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368. SOUTH DAYTONA, FL 32121 TELEPHONE (904) 7674774 FAX (904) 767-6556 SEAL PAGE COPYRIGHT 2000 7-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. z n T Table 7.1.6 Allowable Spans for Industry Standard Composite Roof Panels for Various Loads m Aluminum Alloy 3105 H-14 or H-25 1.0 EPS Core Density FoammG) A M 0 0 c o 0 z x0 m O r v z D O ti i OTn o D Zx m r z O in Q r C o 0 0 0b Z i 0 CD f m a TMrn z m g 0 o m smcimm m m ingoo07 D CD Z in 0LZ~ p c) CD fa2rr y2c am 1 Zm y rn Note: Total roof panel width = rocm width plus wall width plus overhang. n m v mm O Dr Z v 3" x 48" x 0.019" Panels Open Buildings Enclosed Buildings Wind Region Applied Load Overhang Condition Wind Region Applied Load Overhang Condition NONE 1'-0" 2'-0" 3'-0" 4-0" NONE 1'-0" 2'-0" 3'-0" 4'-0" 102 M.P.H. 17 11'-10" 12'-0' 12'-6" 13'-4' 14'-4" 102 M.P.H. 30 8'-11" 9'-2' 9'-10' 10'-10" 12'-0" 110 M.P.H. 20 11'-0" 11'-2' 11'-9" 12'-7" 13'-7" 110 M.P.H. 35 8'-4' 8`-7' 9'-3" 10'-3" 11'-7" 120 M.P.H. 24 10'-1" 10'-4" 10'-10" 11'-9' 12'-11" 120 M.P.H. 41 7'-8' 7'-11' 8'-7' 9'-9" 11'-1" 130 M.P.H. 28 9'-4' 9'-6" 0'-2" 11'-1" 12'-3" 130 M.P.H. 48 7'-1" 7'-4" 8'-1" 9'-3' 10'-8` 140 M.P.H. 32 8'-8" 8'- i 1' 9'-6" 10'-6" 11'-9" 140 M.P.H. 56 6'-6" 6'-10" 7'-8" 8'-10" 10'-4" 150 M.P.H. 37 8'-i" 8'-4" 9'-0" 10'-1" 11'-4" 150 M.P.H. 64 6'-5" 7'-4" 8'-7" 10'-1" 3" x 48" x 0.024" Panels Open Buildings Enclosed Buildings Wind Region Applied Load Overhang Condition Wind Region Applied Load Overhang Condition N E 1'-0" 2'-0" 3'-0" 4'-0" NONE 1'-0" 2'-0" 3'-0" 4'-0" 102 M.P.H. 17 3'- 13'-5' 13'-10" 14'-7" 15'-6' 102 M.P.H. 30 10'-0" 10'-3" 10'-10" 11'-8" 12'-10" 110 M.P.H. 20 12'-4" 12'-6" 12'-11' 13'-8" 14'-8' 110 M.P.H. 35 9'-4' 9'-6" 10'-2' 11'-1" 12'-3" 120 M.P.H. 24 11'-4" i 1'-6" i 1'-11" 12'-9" 13'-10" 120 M.P.H. q1 Z;'-6" 8'-9" 9'-5" 10'-5" 11'-8" 130 M.P.H. 28 10'-5" 10'-7" 11'-2" 12'-0" 13'-2' 130 M.P.H. q8 7'-11" 8'-2" 8'-10" 9'-11" 11'-3" 140 M.P.H. 32 9'-8" 9'-11" 10'-6" 11'-5" 12'-7" 140 M.P.H. 56 7'" 7'-7" 8'-4" 9'-5" 10'-10" 150 M.P.H. 37 9'-0" 9'-3" 9'-11" 10'-10" 12'-1" 150 M.P.H. 64 6'-10" 9'-1" 10'-6" 3" x 48" x 0.030" Panels Open Buildings Enclosed Buildings . Wind Region Applied Load Overhang Condition Wind Region Applied Load Overhang Condition NONE 1'-0" 2'-0" 3'-0" 4'-0" NONE 1'-0" 2'-0" 3'-0" 4'-0" 102 M.P.H. 17 15'-8" 15'-10"• 16'-2" 16'-10" 17'-7' 102 M.P.H. 30 11'-10" 12'-0' 12'-6" 13'" 14'-4" 110 M.P.H. 20 14'-7' 14'-9" 15'-1" 15'-g" 16'-8" 110 M.P.H. 35 11'-0" 11'-2` 11'-9" 12'-7" 13'-7" 120 M.P.H. 24 13'-4' 13'-6" 13'• i l" 14'-8" 15'-7" 120 M.P.H. 41 10'-1" 10'-4` 10'-10" 11'-9" 12'-11" 130 M.P.H. 28 12'i' 12'-6" 12'- i 1" 13'-9" 14'-8" 130 M.P.H. 48 9'' 9'-6" 10'-2' 11'-1" 12'-3" 140 M.P.H. 32 11'-5" 11'-7" 12'-1" 12'-11" 13'-11' 140 M.P.H. 56 8'-8` 8'-11" 9'-6" 10-6" 11'-9" 150 M.P.H. 37 10'-8" 10'-10" 11'-5" 12'-3" 13'-0" 150 M.P.H. 64 8'-1" 8'-4" 9'-0" 10' 1" 11'-4"