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HomeMy WebLinkAbout148 Pinefield Drd Permit #: O 1 ` 363 Job Address. Description of Work: Historic District: T r r.Tv Ac C • vrAun`DC OA7IT w DDI If ATrl1\ C C T 1 2 2006 2x Jf J-eG."W RECEIVED T t • Cc VLTQ, Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for otl'er !'-an x) ab-a-Ma Parcel #: ' g —3 Ls-00010 QA4 0 (Attach Proof of Ownership & egal Description) Owners Name & Address-5441 LTL % Contractor Name & Address: Bonding Company: Address: Nlortgage Lender: Address: Architec n me r Address: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commented prior to ilm issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 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 it.. compliance with all applicable laws rc:,;l ;•t :i=, construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYFrac3 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. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there y be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of perm' is verificatio that I wil n of the owner the property of the requirements of Florida Lien Law, FS 13. Q Z S* nature of Owner/Agcnt to Signature of Contractor/Agent ate i i Print a gent's Nam 00,Pr' t ntoractor/Agen['s Name ^ i; W u. 0'5 0 nature of Notary -State of Florida ate Signatu o Notary -Sure of Flori a Dat (0C r b•N..•.NN...... i s' mn2 C gent is _ Pcr ovally Known to Me or ont /Agent is Personally Known c or : Aroduced ID -- Produced 11) A l'A11PROVED BY: Illdg: Zumng NO Utilities: FD: C a Z (Initia &Date) (Initial & D: c) (Initial & Date) (Initial & Date) I Ilia inafruntct; preparc(I I y: Ililt 111111111111111111111111111oil N111111111111NIII 11111 Richard ii Zapf 2967 Stonewall Place) it )17 Sanford, FI 32773 Permit No. STATE OF FLORIDA COUNTY OF: SEMINOLE 14ARYANNE MORSEL CLERK OF CIRCUIT COtJRT SEMINOLE COUNTY BK 06443 Pg 19689- (1pg) CLERK 11S # 2606 163aG3 RECORDED 10/12/2006 12t59:23 PM RECORDING FEES 10.00 RECORDED BY t holden Tax Folio No. 32- 19-31-515- 0000-0240 NOTICE OF COMMENCEMENT CERTIFIED CDR ^ MARYANNEL Moi* m CLERK CI U MUM SEh11N FLMM BY E CLERK OCT 12 2001 THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement 1. Dcscriplion orproper( y: Qcg i dcacription ofproperty, Land strcot acidr•css ifavailobic) Aj C,&f "y Lrt,s Pha5r, l fig, 6 2 / S 7S •I'%u y8 F1' f leDom. Sctjford, Fl- 3a77/. 2. General description of Imp- rovement- SCRM 3.Owner information: SANDRA WRIGHT a. Name and address- 148 PINEFIELD DRIVE SANFORD, FI 32771 b. Interest in property- c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: Exterior Homesavers, Inc. 2867 Stonewall PlacelO: )17 - - Sanford. F132773 407-322-6149 SCC:056734 S. Surely a. Name and address- b. Amount of bond S Lender: (name and address) it F. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as rovided by Section 713.13( I)(a)7., Florida Statutes: (name and address) In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as ovided in Section 713.13( 1)(b), Florida Statutes: (name and address) . • Expiration date of notice of commencement (the expiration date is I year Qerent date is succified) •••••••••••• M+, Porn to and subscribed befdre me its , j +A day of O +(+ 1 Ui; fty's Name tary's Commission Owner's dale of recording unless a Address 4 U Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 18 121 19 2 e' 11t!Al D0.YID JCHNSOTJ-CFA. ASA 20 ' 12 123 21 25 127 tiw PROPERTY 0241 129 22 APPRAISER 23 S hI1NO ECOUNTY i L. 24 25 27 29 30 3-32 1 101 =. FIRS- S. SANF3R7, F 3277t-1462 4C7-665-7506 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 32-19-31-515-0000-0240 Number of Buildings: 1 Owner: WRIGHT SANDRA K Depreciated Bldg Value: $119,543 Mailing Address: 148 PINEFIELD DR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $34,000 Property Address: 148 PINEFIELD OR SANFORD 32771 Land Value Ag: $0 Subdivision Name: CELERY LAKES PHASE 1 Just/Market Value: $153,543 Tax District: S1-SANFORD Assessed Value (SOH): $153,543 Exemptions: 00-HOMESTEAD Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $128,543 Tax Estimator 2006 VALUE SUMMARY SALES Tax Value(without SON): $2,542 Deed Date Book Page Amount Vac/imp Qualified 2006 Tax Bill Amount: $2,542 QUIT CLAIM DEED 11/2005 06138 0539 $67,500 Improved No Save Our Homes (SOH) Savings: $0 SPECIAL WARRANTY DEED 05/2004 05304 1244 $138,800 Improved Yes 2006 Taxable Value: $129,149 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... LOT 0 0 1.000 34,000.00 $34,000 LOT 24 CELERY LAKES PHASE 1 PB 62 PGS 75 & 76 BUILDING INFORMATION Bid Num Bid Type Year Bft Fixtures Base SF Gross SF Living SF Ext Wall Bid Value Est Cost New 1 SINGLE FAMILY 2004 7 1,874 2,290 1,874 CB/STUCCO FINISH $119,543 $121,363 Appendage / Sgft OPEN PORCH FINISHED 136 Appendage / Sgft GARAGE FINISHED 1380 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits OTE: Assessed values shown are NOT certified values and therefore are subject to chang before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on JusUMarket value. http://www.scpafl.org/web/re_web.semi no] e_county_title?parcel=32193151500000240&c... 10/6/2006 y fi'sA,IG)Ior 2 ec 3 o-%i 6 sm6 2s PLANS REVIEWED CITY OF SANFORD PERMIT AL 3s f OFFICE rN r SCREEN, ACRYLIC S IN RO6MS INTERIOR BEAM (SEE TABLES 3A.1.3) H' I SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME. PANS OR PANELS ALUMINUM ROOF SYSTEM j PER SECTION T I CARRIER BEAM POST 9R/Fs JPg LTYPICAL-SL-OP•ED-SOLID-ROOF-ENCL-OSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL RIDGE BEAM (SEE TABLES 3A.1.4) cs SpN pR . TYPICAL GABLE SOLID ROOF ENCLOSURE `• Of SCALE: N.T.S. Lawrence E. Bennett, : P.E:'FL '# 16644 crm iN01i •'OMB pONSKTANT P.O. BOX 214m pATli0111 R 22/21 0 w ' : it • •7 '.•?? is •.. • : , / AOt NOT TO o 1q111 xmo IN wmms an i+ rnwr wmOOVT TMl W* TTW PMK3M" OI 1A""6h=L M1*41T.1>. I SECTION 3A I SCREEN, ACRYLIC & VINYL'•ROOMS I LW` FOR MAX. H' / UPRIGHT 1 HEIGHT 0 EDGE BEAM (SEE TABLES 3A.1.1 & 3A.12) ' I— I"x 2" MIN. 3-1/2' SLAB ON GRADE VARIES OR RAISED FOOTING TYPICAL SCREEN, ACRYLIC OR VINYL ROOM ( FOR FOOTINGS SEE DETAILS PAGE 3A-37, 38, 39) W/ SOLID ROOF TYP. FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1' x 2' PLATE TO BOTTOM OF WALL BEAM) SIZE BEAM AND UPRIGHTS SEE TABLES) O.H. SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) 1r VARIES LW LOAD WIDTH FOR ROOF BEAM P12' 'P/2' Y VARIES ALTERNATE CONNECTION aQ FASCIA ALLOWED SEE SECTION 7 FOR DETAILS) Z U W P = PROJECTION FROM BLDG. LW = LOAD WIDTH NOTES: -' P' VARIES -- 1. ANCHOR 1' x 2' OPEN BACK EXTRUSION W/ 1/4' x 2-1/4' CONCRETE FASTENER MAX. OF Z.O. O.C. AND W/ IN 6' EACH SIDE OF UPRIGHT ANCHOR 1' x 2' TO WOOD WALL W/ #10 x 2-1/2' S.M.S. W/ WASHERS OR #10 x 2-1/2' WASHER HEADED SCREW 2'-0' O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS OQ EACH POINT OF CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.3 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-1231 130 1 140 150 8 1 #10 1 #12 1 #12 TYPICAL SCREEN'RO0M> SCALE: 3l16' = V-0' Lawrence E. Bennett, P.E. FL # 16644 CMlOVjGtAW•piyElAP *NrOOKWATMT P.O. DOX al0ft SOUTH DAYTON& FL 32121 TR0400N& (7W1 T -4M PAX. (Tl01767 000 10,RicQF C) C.' PAW COIYIIOONT i:Ot 3A 2 MOT To eI PIEPAOOV ,3 M: ;:r OR 4 i PAP r w1THOW TMI vmnM pLROSOM OF LAWI M= 6 9000M s SCREEN ACRYUC S VINYL ROOMS ' . SECTION 3A 1 COMPOSITE ROOF PANELS: 4)1/4' x 4' LAG BOLTS W/ ...:•;; 1-1/4' FENDER WASHM PER W-V PANEL ACR06S,THE FRONT AND 24' d.C. ALONG SIDES 2'xYOR2'x3'HOLLOW GIRT AND KICK PLATE 2' x 2'' HOLLOW RAIL POST ATTACHED TO BOTTOM W1 MIN. (3) $10 x 1-1/2' S.M.S. IN SCREW BOSSES ER p S ATTACHED T CTYPICAL_ U.P_RIGHT DETALI SCALE: 3' =1*-0' HEADER ATTACHED TO POST W/ MIN. (3) 910 x 1-11Y S.M.S. IN SCREW BOSSES 29x2%2'xWOR3'x2' HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3)*010 x 112' S.M.S. IN SCREW BOSSES' 1' x 2' OPEN BACK BOTTOM RAIL 114' x 2-114' MASONRY ANCHOR 0 S' FROM EACH POST AND 24' O.C. (MAX.) NS Lawrence. E. Bennett, P.E. FL # 16644 ' efmVWMR -WMWU"r00hOATANf 0. Oit31 R72121• • O oo+rwowinri: • ' 3A i Mo v sq aierss rniMrvN TMa pNrw wo.No!w!+caxra.ar s SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER 08 x 1/2' S.M.S. SPACED @ 8' O.C. BOTH SIDE$ CAULK ALL EXPOSED SCREW HEADS 10 x 1-112' S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL •; i;' 10 X 3140 S.M.S. OR WOOD SCREW SPACED @ 12' O.C. ROOF PANEL EXISTING FASCIA QROOF'PAN E1: M FASCIA.DETAl0 SCALE: 3' =1'-W EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR 8 x 1/2' S.M.S. SPACED OTHER CONSTRUCTION @ 8' O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS FOR MASONRY USE 114' x 1-114' MASONRY ANCHOR OR EQUAL @ 24' O.C. FOR WOOD USE #10 x 1-112' S.M.S. OR WOOD SCREWS @ 12' O.C. 4 ROOF PANEL PANEL TO WALL DETAIL SCALE: 34= 1'-0' WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY.15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-114' WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAWS DEPTH 't'. THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: Q1c t 70` 100 -1231 130 1 140 150 8 1 #10 1 012 1 012 o Lawrence E. Bennett, P.E. FL # 16W Civet 940#49R-09 tOM&OCONSULnwT 0. flox 214m. south oAyroKk FL =121 7 FP"OM: (iM)W4774 VAX: (= I7674NO I; i CO 4f11011f ago. t n0! TO p AtMOOUC O W MmOI! 011 w M1r wtTMOVT 7111 MIIl1T7p'f11 i110M 0/ MwIMNC1 KMK7T. Rt r SOLID•ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS RIDGE CAP 8 x 9116" TEK SCREWS rJ PAN RIBS EACH SIDE CAULK_ALL EXPOSED SCREW HEADS & WASHERS 8 x 112' S.M.S. (3) PER PAN AND (1) AT PAN RISER ALTERNATE CONNECTION: 8 x 1-114" SCRE'NS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER WHEN FAST. EN :G PANELS OR PANS TO :'1•: 0G PATES SCRS't:S c::r'__ PAN/=- A hiNIM UM E '3C" '._ .T OF .' R _• CAULK ALL EXPOSED SCREW F:E.=.35 Z. ViASHERS SECTION 7 SEALANT PAN HEADER (BREAK - FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION PAN OR COMPOSITE ROOF PANEL 3 x 112" S.M.S. (3) PER PAN ALONG PAN BOTTOM ROOF PANEL TO BEAM DETAIL SCALE: 3" = V-0" FOR COMPOISI E ROOFS: I.10 x (. + 1i2-) S.M.S. W/ 1-11e" Q F_NDER VIASHERS cJ 12' Q.0 (LENGTH = PAVE:. TFIICKNESS + V) Cr_ ROOF BEARING ELEMENT SHOVI'N) AND 24- O.C. ce- NON-BEARING ELEMENT (SIDE ROOF"PANE.I:,,TO BEAM -FAST EWING_D.EI'AIL7 Q S S N C SCALE: 3- = 1'-0" F 'oF. - 3) EiC 3 x 1/2" LONG S.M.S. PER I .NEL WJ! 3:' r, . 1u. PAN :MASHER ROOF PANEL PER TABLES SECTION') SUPPORTING SE0011.10 PER TABLES) f Lawrence E. Bennett, P.E. FL ## 16644 iCrLtrowttr . otvnorw«rcomsmrwr o. sox 11.3" i0urn d YTouti _` ts•.:! •N +-C t JA s.x: w•..:v n.a rsu..pwno or NA*OI ?A C ospo ?. i t PA64 7.21 SECTION 7 I SOLID ROOF PANEL PRODUCTS - Table 7.2A Allowable Spans for Elite Composite Roof Panels for Various Loads Elite Aluminum Corporation Stalewlde Product Approval SFL1049 1T. Products: Alumin H_-14 or H-25 Foam Core E.P-S- S1 Density lRegion Foam Core E .. t31 Density Structures Screen Rooms Glass 3 Modular Roans Overhang I ono -Sloped Roof 3 Attached Covers Enclosed Cadtllever 13 4 132 3 4All n span Bean :ean seen swn span Roots 140 MPH 17-' 17-9' 1 13'-3' 1 17-4" 1 13'-9" 1 13•-3- 1 V-sI IV-0- I Y-rI a 150 MPH I IZ-4- IT-9- 1 13'S' 1 17.4' I IT-9' 1 17-3' 9'-6' I 17-W I 17-C 1 7-11' 3" x 48" x 0.030" Panels Foam Core E.P.S. 01 Density Wind Region Open Structures Mon oSlo d Roof 132 3 4 span span span Screen Rooms 3 Attached Covers 132 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang I Cantilever All Roofs 100 MPH 24'-11" 27'-11• 2T-0' 27-10- 2V-8- 25'-9" 18'-8' 27-10' 27-2' 4'-W 110 MPH 2C-11• 27-11' 2r-W 21'-11' 24'-T 23'-0" 16'-2' 17-3' 18'-8' 4'-0' 120 MPH 2T-10' 26'-8' 25'-9' 27-5' 27-10" 27-1' 14'-8' 1T-8' 15'-10' 4'-0' 123 MPH 27.11' 25'-T 24'-9' 17-10' 27-2' 21'-5" 14'4' IV 15' -0' 4'-0' 130 MPH 21'-Y 27-7' 27-10' 18'-8' 27-10' 27-2' 13'-7' 15'-2' 14'S' 4'-W 140 MPH 14'-5• 16'-Z' 1S-T 14'-5- 16'-2' 15'-7- 17-8' 14'-2' 13'-8' 4'-W 15e MPH 1 NA- 15'.2• 1 s-7• 1a'.s• 1 s'-2• t 5'-T 11'-2' 13'-2' 17-9' 4'-0' 4" x 43" x 0.024" Panels Foam Core E.P.S. /1 Density Wind Region Open Structures Mono —Sloped Root 132 3 4 span span span Screen Rooms Attached Covers 182 3 4 span span span Glass &Modular Rooms Enclosed 1&2 3 4 span span span Overhang I Cantilever AP Roofs 100 MPH 27-5' 26'-2- 25-3' 27-3- 12Z-11- 24'-11• 24'-1- 17'-5' 17-V 18'-10' 4'-0' 110 MPH 23'-5' 26'-Y 25'-3' 20'-0' 27-2• 15'-1- 18'-0' 1T-5' 4'-w 120 MPH 22'-3• 24'-11' 24'-1' 19'-1' IT-9' 15'-4' 14'-10' 4'-0' 123 MPH 21'-5' 27-11' 27-2' • 18'-6' IT-5' 14'-11' 14'-6' 4'-0' 130 MPH 17-9• 27-1' 21'-4' 1T-5• H-7- 17.8' 14'-2' 13'-8' 4'-W 140 MPH IT-W 15'-1' 14'-T 13'-0' 11'-3' 13'-3' 17-9' 4'-W 150 MPH IT-V` 15'-1' 14'-T IT-6- 17-5- 17.4' 11'44' 4'-0' 4" x "" x 0.030" Panels Foam Core E.P.S. N1 Density Wind Region Open Structures Mono -Slope Roof 142 3 4 span span span Screen Rooms 3 Attached Covers 2 3 4 span span span Glass 3 Modular Rooms Enclosed 1d.2 4 span pan Overhang) Cantilever All Roofs 100 MPH 26'-11" 37-1' 27-1' 25'-0' 28'-9" 2T-9• 27-1- 5W-I' 1'' 4'-0' 110 MPH 26'-11' 37-1' 29'-1' 23'-8' 26'-5- 25'-6' 18'-T 4'-0' 120 MPH 25'-8- 28'-9' 2T-9' 21'-11• 24'-7' 23'-9- 15'-10- 8'-5' 4'-0• 123 MPH 24'$' 2T-7' 26'-0' 21'• 23'-11' 23'-1' 15'-5' T-11' 130 MPH 2Y-9' 1 25'-5' 24'-T 27-1' 27-5' 14O MPH 15'-7• 1 T-5' I 16'-10' 1 15'-7• . 1 T-5' 150 MPH 15.7 1 1 T-5' 1 16'-10' 1 15'-7• 1 17'-5- Note: Tote! roof panel width a room width + wall width + Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER -r7FVELOPWNTCONSIATNJ, Elite Aluminuon P. O. Box 21430, SOUTH OAYTONI, FL 32121 1801 N.W.. TELEPHONE: ( 340)W-4771 Pwrlied ei ;' FIVE: ( 366) 7674W Ft t atrdeldslr. iR Tel: ( 954) 491-3700 fs9c (E64) 4g1.1433 COPYRIOHT no$ TIM NOT TO BE REPROCU.:LO 1rr %,•WOLr. OR N PART WITHOUT THE WRITTEN PERM13310N OF LAWREN011 L tl#tM1'r. R<' C t _ _..—. .. .. a-.1.._ a:as: r Lt • `as:14,:, aJ+.•r...J _. SECTION 3A I SCREEN, ACRYLIC 8 VINYL ROOMS Table 3AA.1410 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 110 MPH velocity; using design load of 11 #ISF (36 VSF for Max. Cantilever) Aluminum Allov 6063 T4 2" x 2" x 0.044" 2" x 2" x 0.055" Load Wig (ft-) 1 Max. Spa V I bendin V or deflection Icn Load Max. Width (ft-) 1Cantilever Max. Span'L' I bendin b' or deflection' Max. Cantileverb2Span3Span4Span2Span3Span4Span 5 V-4' d 6'-7" d 6'-9' d 1'-1' d 5 5'-8' d 6'-11" d 7'-1" d 1'-2" d 5 5'-0' d 6'-2" d 6'-4' d 1'-0" d 6 5'-4" d 6'-7" d 6'-8" d 1'-1" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 7 VA" d 6'-3" d VA" d 1'-W d 8 4'-7" d 5'-8" d 5'-T b 0'-11" d 8 4'-10" d 5'-11' d 6'-1" b 0'-11" d 9 4'-5" d 5'-5' d 5'-3" b 0'-10" d 9 4'-8" d 5'-9' d 5'-9" b 0'-11" d 10 4'-3' d 5'-Y b 4'-11' b 0'-10" d 10 4-6* d 5'-0" d 5'-5' b 0'-11' d 11 4'-1' d 4'-11" b 4'-9' b 0'-10" d 11 4-4'" d 5%4" d 5'-2" b 0'-10" d 12 7-11' d 4'-8' b 4'-T b 0.10" d 12 4'-3- d 5'-2" b W-11" b 0'-10' d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) Max. Spa 1: 1 bending V or deflection' Load Cantilever Width (ft-) Max. Span V / bending W or deflection' 1 3 2 Span 3 Span 4 Span 1 3 2 Span 3 Span 4 Span Cantilever 5. 6'-0' d 7'-5' d 7'-7" d 1'-2" d 5 6'-9" d 8'-5' d 8'-7" d 1'-4" d 6 5'-8' d 7'-0' d 7'-2" d 1'-2' d 6 6'-5" d 7'-11' d 8'-0' d 1'-3" d 7 5'-5" d 6'-0" d 6'-10" d 1'-1" d 7 6'4" d 7'-6" d 7'-8" d 1'-3" d 8 5'-2" d 6'-4" d V-6" d 1'4r d 8 5'-10" d 7'-2' d 7'-4" d 1'-2' d 9 4'-11' d 6'-2' d 6'-3' d 0'-11' d 9 5'-7" d 1 6'-11" d 7'-0' d 1'-1" d 10 4'-9' d 5%11' d 5'-11' b 1 0'-11' d 10 5'-5" d 6'-8" d 6'-9- d 1'-1" d 11 4'$- d 5'-9' d 5'-8' b 0'-11' d 11 5'-3- d 6'-5' d 6'-7' d 4' 6" d 5'-7" d 5'-5' b 0'-11' d 12 5'-1' d6'-3' d 6-5" d[::' d12 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span I bendin 'b' or deflection'cr Load 1 3 2 Span 3 Span 4 Span Max. Width (ft.) Cantilever Max. Span'L' I bendlng 'b' or *cn 1 is 2 Span 3 Span 4 Span Max. Cantilever 5 7'-6. d 9'-3' d 9'-5' d 1'-6" d 5 9'-8" d 11'-11' d 17-2- b 1'-11" d 8'$' d 8'-8" b 1'-5" d 6 9'-1" d 11'-3" d 11'-1" b 1'-10' d 8'-3' d 8'-1" b 1'-4' d 7 8'-8' d 10'-W b 17-3' b 1'-9' d d 7'-9' b T-6" b 1'-3" d 8 8'-3" d 9'-11' b 9'-7" b 1'-0' d 9 6'-2' d 7'-4" b 7'-1" b 1'-3' d 9 7'-11' d 9'-5' b 9'-1' b 1'-7' d 10 5'-11- d 6'-11' b 6'-9" bjuEt 7'- 8" d 8'-11" b 8'-7' b 1'-0'" d 11 5'-9' d V-8- b 6'-5' b 7'-5" d 8'-6" b 8'-2" b 1'-6' d 1 12 5'-7' d 6'-4' b 6'-2' b7'-3" d 8'-1" b 7'-1D"b 1'-5" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Qo Oi 30 Lawrence E. Bennett, P.E. FL # 16644 CIVIL EINGIVEER - DEVELOPMENT CONSULTANT P.O. BOX 214366. SOUTH OAYTONA. FL 32121 TELEPHONE: (366) 757- 4774 \\ FAX: (366)767. 41M ; J -- PAGE Q COPYRI. 7NT MINI 3A-10 NOT TO BE REPRODUCED IN WHOLE OR !.4 PjAPT WITHOUT 1 WFn cN PERMISSION OF LAWRENCE E. BENNE T. P.E. ECTION 3A SCREEN, ACRYLIC &; VINYL ROOMS able 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy IM 74 ' or 3 second wind gust at 110 MPH velocity; using desl n load of 11 WSF ' Tributary toad Wdth W Purlin Spacing _ Sections 3'-0' 3'-0" •'-0' 4'-8' S-0" S-a" S-0' Allowable Height W I banding W or dellecllon'd - - -• - •- A T x a- x U.e7Y- 2" x r x 0.05V D.IIr.D. S.M.B. Ld -I V !. 1 - I V V &V -V v 2W-1' b I 24'-Y b I 27-T b I 21'-0' b I 27Z b I 19'3' bi 18'-w bi 1T-9' b 1T-1' b 15.6' b 2x 2x 04 11'-3' b 10'-V b 9-9b 9-Y b 8-8b W-r D T-1b 77b UW bb T9'--1 bbb 2x3x0.05 Snap144 b 134b 17- 5b11'-9b 11'-Y b1b10-r b -9 9' 11-6b 11'-11'' ' 2x4x0.05 Snap1T-T b 1'7- 11'b 17-5b 11' 1'b b 16-3b 15-3 For 3 second wind gust at 120 MPHvelocity; u3ing design load of 13IIISF Tributary Load width W Purlln Spacing Sections 3'4' 3'-8" W-V 4'- 8" 5'-0" S-6" e'- 0' WE T-0" Allowable Height 'H' I bendin 'w or deflecdon'd' 2" x 2" x 0. o44" Hollow I 8'-0' b I 8'-0' b I 7W b i T-1' bj 6'-W bi 6'-5' b 1 6'-1' bi 5'-11' 01 5'-F b b F-W b 5-W b Y x P x 0.05V Hollow I S'-5- b I 8'-9' bi 8'-2' bi T-9' b 1 T-4' • b I 6'-11' bi S-W -bl 6'-5' bi 6'-2' b I 6'-T b jr it 2" x 0."5" Hollow I 1C-5' bl 9' 71 bi 8'-11' bi 8'4* b I 8'-0' b I T-8' D I T-0' b. 7'-1biCr bi 8'-1' b I T•10' b Y x2" x 0.070' Hollow I 17-t' dl 11'-V bi 10'- 87 bl 10'-1' b I W-T b I 9'-2' b I 8'-7 bi 8'•5' W-V bi 8-2' b 2" x 3" x 0.045" Hollow I 17-10' b I 11'-11' b 11=Y b I 10'$' bl 9'-11' bi 9'-0' bl 9'-1- b 1 8'-9- b I 9'-9' b UT* x 4" x 0.050" Hollow 14--11- b 13.40- b j 12'- 11- b I 17.2' b .11'-7' bl 11'Ar bj 10' 7' bl 10'-Y b 11$ W-5* 1b 2' x 4" x 0.046" S.M.B. 1T-0' b 16-3' b 15'- 2' b IC-4- b 17-7' b 17-11' b 17.5' b 11'-11' b 14'-9' b 14'-2' b 13'7-1' b 2" x 5" x 0.050" S.M.B. 21'-8' b 27-1' b 1 S-9' b 1 T-T b 16'-10' b 16'-0' b 15.4' b b 15'•11' b 1G.'i' b 15'-8' b 15-2' b 2" x e" x 0.050" S.M.B. 23'-11' b 27-2' b 27- 9' b W-T b 18'-7' b 1T-9' T-0' b 5-9' b 8'-8' b r x 2" x 0.ow snap10% 4' b• 9'-T b 8'•11' b 8'- 5' b T-11' b T'-T b T-4' b 2" x 3" x 0.045' Snap 13'-3- b 17.3' b 11'-S b 10W b 10'-3- b W-Vb b 10'-11' b 10' 7' bi 10'.3' 2" x C x 0.045" Sne 15-2' b 14'-11' b 14'-0' b 17-Y b 17-0' b 11'-11' b 11'-5' Notes: 1. Above spans do not include length o' knee brace.- Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 I.O. sox 71QW sOVrN OAyTQ0 .1rL %t 111 TUIVA0Na: pW MATT4 PAX; (M)1'e' RSM AOl CO"11Owff EOM L MMN[rT. RL 3A -24 Nor To e MW^,c .-CxO e+ vnvxa on 0i PART vvmrouT T144 %14; rV4 uenssloa Cp LAwrm ct r.) SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS t EXISTING HOST STRUCTURE SEE CONNECTION DETAILS SECTION 7) I I 12"x PAN POST AND BEAMq SEE TABLES SECTION 7) (DETAILS AND TABLES I USE'W TO SELECT PAN SECTION 2) FOR REQUIRED SPAN FOR FRONT BEAM USE: IVARIES A = W / 2+OVERHANG FOOTING AND CONNECTION DETAILS SECTION 2) CARPORT WALL SECTION SCALE: 3/16" = 1'-0" NOTES: 1. SHED IS FRAMED WITH FOURTH WALL (IF REQUIRED) OR ATTACHED TO HOST, MAXIMUM FLOOR AREA 200 SQ. FT., IF FLOOR AREA IS GREATER THAN 200 SQ. FT. USE SECTION 4, ATTACH SHED OR ROOM WALL TO HOST STRUCTURE W/ 1/4" x 3-1/4" TAPCONS @ 16" O.C. FOR MASONRY OR #16d COMMON @ 16" O.C. OR #10 x 3-1/2" FOR WOOD OR #10 x 2-1/2" S.M.S. FOR 1" x 2" ALUMINUM OR #10 x 4" S.M.S. FOR 2 x 2 ALUMINUM 2. SHEDS AND UTILITY ROCh1S BUILT UNDER SECTION 2 SPECIFICATIONS SHALL BE LIMITED TO 16 FT. IN ROOF SPAN. 3. ALL WOOD FRAMING AND SHEATHING CONNECTIONS SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE 2004 CHAPTER 23, TABLE 2306.1 OR AS NOTED. Nailing Schedule: Connection I Fastener INun ter I Spacing4 Wall Sheathing 1/2" or Less 98 Common 6" O.C. Ed es and 12" O.C. Field Top or Sole Plate to Stud A. End Nail 16 Common 2 B. Toe Nail 8 Common 2 Lawrence E. Bennett, P.E. FL r'r-' 166a4 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. P.OX Z74368. SOUTH DAYTONA, FL 32*1 TELEPHONE: (386) 767.4774 FAX (386)767.6&% PAGE 2-4 3 qy) r:OI+YRI BHT 2004 NO TO SE RF.PKODI1Cr:D;N t"H!%E Ort Q-! PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 2 I ATTACHED &FREESTANDING COVERS AND UTILITY SHEDS Table 2.2.1 Allowable Attributable Roof Area per Post for Carports, Patio Covers, and other Open Buildings -ALUMINUM POSTS Aluminum Post Wind Load MPH = 100E 110 120 123 130 140A 1406 b 150 Attached Cover Uplift" = 10 #/SF p/SF 14 #ISF 15 NISF 16 f11SF 19 #1SF 30 #ISF Free Standing Uplift = 10 #ISF SF I 11 #!SF 12 #/SF 13 #ISF 15 #/SF 30 #/SF Maximum Allowable Roof Area In Square Feet for Various Loads on Post Height Load lbs. 2" x 2" x 0.044" Hollow Extrusion or 2" x 2" x 0.045" Snap Extrusion - Aluminum A oy 6063 T-6 7'.4" 2064 206 172 1 147 138 1 129 1 109 69 8'•7" 1,548 155 129 1 111 103 1 97 1 81 52 1,204 120 100 1 86 1 80 1 75 1 63 40 903 90 • 75 1 65 1 60 1 56 1 48 30 Height Load lbs.) 12" 2" x 3" x 0.045" Hollow Extrusion or x 3" x 0.045" Snap Extrusion -Aluminum Alloy 6063 T-6 8'-2" 2 736 274 228 1 195 1 182 1 171 1 144 1 91 9'4" 2,502 250 209 179 167 156 132 83 10'-11" 1,596 150 133 1 114 1 106 1 100 1 84 1 53 12'-3" 11197 120 100 1 , 86 1 80 1 75 1 63 1 40 Height Load lbs. 3" x 3" x 0.040" Roll Formed - Aluminum Alloy 3105 H-14 10'-0" 2,381 238 198 170 159 1 1-4-9-1-125 1 79 111-8" 1786 179 149 1 128 119 112 94 1 60 13'-4" 1,389 139 116 1 99 1 93 1 87 1 73 1 46 15'-0" 1042 104 87 1 74 1 69 1 65 1 55 1 35 Height Load lbs. 3" x 3" x 0.060" Roll Formed - Aluminum Alloy 3105 H-14 11%0" 3,600 1 360 300 257 240 225 189 120 12'-10" 2,700 1 270 1 225 1 193 180 169 142 90 14'-8" 2,100 1 1 150 1 140 131 111 70 16'-0" 1,575 158 1 131 13 105 98 83 53 Loa x 0.060" HoDdIv Extrusion - Aluminum 6063 T-6 11'40" 3,408 243 1 227 1 213 1 179 114 2,556 256 153 1 170 1 160 1 135 1 85 15--10" 1.988 199 166 142 1 133 1 124 1 105 1 66 17'-10" 1,491 149 1 124 107 1 99 1 93 1 78 1 50 Example: Find Roof Area Needed; Area = W; Post Spacing ='S': Structure Projection = W: A = S x (W/2 + O.H.); If 'S' = 10', W = 24', and O.H. = 2' then: 'Area' = 140 Sq. Ft. a. For a 9'-6" post and 120 m.p.h. wind load of 14 # / Sq. Ft. post choices are: 1. 2" x 3" x 0.045" Hollow Extrusion 2. All post sizes listed below the 2" x 3" x 0.045" Hollow Section b. If job conditions dictate a post hieght of 10'-11" for A = 140 Sq. Ft. and 120 MPH wind zone, then a 2" x 3" x 0.045" Hollow Extrusion can NOT be used since it can only support a roof area of 114 Sq. Ft. Thus, design must satisfy both height and area requirements. Note: 1. Spans may be interpolated. 2. For freestanding covers, multiply above roof areas by 1.25 (except for 10b MPH), V Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214360. SOUTH DAYTONA, FL 32121 TELEPHONE: (3a6) 7674774 FAX: (356) 767-6556 PAGE © COPYRIGHT 2004 2.52 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS F a Table 2.1.2-110 Allowable Roof Beam Spans For Attached Covers, Fourth Wall Structures, or Freestanding Gabled Carports For 3 sec. wind gust at 110 MPH; using design load of 12 NSF (36 NSF for Max. Cantilever) w V.._iAll anc-2 T c 2" x 3" x 0.045" Hollow 2" x 3" x 0.050" Hollow Tilt Load Width ( ft.) Max. Span 'L' I(bonding 'b' or deflection d') Load Width ( ft.) Max. Span 'L' I (bendin 'b' or deflection'd' 1 3 2 Span 3 Span 4 Span Max. Cantilever 1 & 2 Span 3 Span 4 Span Max. Cantilever 4 7'-10" d 9'-8" d 9'-10" d 1'-7" d 4 7'-8" d 9'-6" d 9'-8" d 1'-7" 0 5 7'-3" d 8'-11" d 9'-1" b 1'-6" d 5 7'-2" d 8'-10" d 8'-11" b 1'-6" d 6 6'-10" d 8'-5" d 8'-4" b 1'-5" d 6 6'-9" d 8'-4" d 8'-1" b 1'-5" d 7 6'-6" d 7'-11" b 7'-8" b 1'4" d 7 6'-5" d 7'-9" b 7'-6" b V-4- d 8 6'-3" d 7'-5" b 7'-2" b 1'-3" d 8 6'-1" d 7'-3" b 7'-0" b 1'-3" d 9 5'-11" d 7'-0" b 6'-10" b 1'-3" d 9 5'-11" d 6'-10" b 6'-7" b 1'-2" d 10 5'-9" d 6'-8" b 6'-5" b 1'-2" d 10 5'-8" d 6'-6" b 6'-3" b 1'-2" d 11 5'-7" d 6'-4" b 6'-2" b 1'-2" d 11 5'-6" d 6'-2" b 5'-11" b 1'-2" d 12 5'-5" d 7 6'-1" b 5'-11" b 1'-1" d 12 5'-4" b 5'-11" b 5'-9" b 1'-1" d 2" x 4" x 0.045" Hollow Tilt 2" x 4" x 0.044" x 0.100" Self Mating Beam Load Width ( ft.) Max. Span'L' I (bonding'b' or deflection'd'j- Load Width ( ft.) Max. Span'L' / bendin 'b' or deflection'd' 1 & 2 Span 3 Span 4 Span Max. Cantilever 1 3 2 Span 3 Span 4 Span Max. Cantilever 4 9%9" d 12'-0" d 12'-3" b 1'-1 V d 4 11'4" d 13'-11" d 14'-3" d 2'4" 0 5 9%0" d 11'-2" d 10'-11" b 1'-10" d 5 10'-6" d 12'-11" d 13'-3" d 2'-2" d 6 8'-6" d 10'-4" b 9'-11- b 1'-9" d 6 9'-11" d 12'-3" d 12'-6" b 2'-0" d 7 8'-1" d 9'-7" b 9'-3" b 1'-8" d 7 9'-5" 11'-7" b 1'-11" d 8 7'-9" d 8'-11" b 8'-8" b 1'-7" d 8 8'-11" 10'-10" b 1'-10" d 9 7'-5" d 8'-5" b 8'-2" b 1'-6" d 9 8'-8" Id 9'-6'b 10'- 2" b 1'-9" d 10 7'-2" b 7'-11" b 7'-9" b 1'-6" d 10 8'-4" 9'-8" b 1'-9" d 11 6'-10" b 7'-8" b 7'-4" b l'-5" d 11 8'-1" 9'-3" b 1'-d" d 12 5'-6" b 7'-4" b 7'-1" b 1 =5" 7'-10"' 0" b 1'-7" d 2" x 5" x 0.050" x 0.100" Self Mating Beam ( 2" x 6" x 0.050"—x 0.120" Self Matin Load Width ( ft.) Max. Span I' I (bending 'b' or deflection 'd') Width ( ft.) ax. Span 'L' I (bending 'b' or deflection 'd') 1 et, 2 Span 3 Span 4 Span ax Cantilever 1 & 2 Span 3 Span 4 Span Cantilever 4 14'-0- d 1 17'-4" d 17'-8" d 2'-11" d 4 16'-5" d I 20'A" d 20'-8" d 3'-4" 0 5 13'-0" d 16'-l" d 16'-5" d 2'-8" d 18'-10" d 19'-3" d 3'-2" d 6M 12'-3" d 15'-2" d 15'-5" b 2'-0" d 6 7'-9" d 17'-10" b 2'-11" d 7 11'-8" d 14'-5" d 14'-3" b 2'-5" d 0121"'—ld 6'-10" d 16'-6" b 2'-10" d 8 i 1l'- 2" d 13'-9" d 13'-4" b 2'-3" d 8'15'-11" b 15'-5" b 2'-8" d 9 10'-9" d 13'-0" b 12'-7" b 2'-2" d 9 15'-l" b 14'-7" b 2.'-7" d 10 10'-4" d 12'-4" b 11'-11" b 2'-1" d 10 14'-4" b 13'-10" b 2'-6" d 11 10'-0" d 1 11'-9" b 11'-5" b 2'-1" d 11 11'-9" d 13'-8" b 13'-2" b 2'-5" d 12 9'-9" d 1 11'-3" b 10'-11" b 1'-11" d 12 11'-5" d 13'-1" b 1 12'-7" b 2'-4" d Gabled s!oped roofs include gables with a roof slope greater tha.i 1" in 12". z Notes: i. Above spans do not include length of knee brace. Add horizontai distance from upright to tenter of brace to beam connecticn to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644. Q` 0 CIVIL ENGINEER -DEVELOPMENT CONSULTANT P. O. BOX 21436a, SCUTH DAYTONA. FL 32121 TELEPHONE: ( 386) 767-4774 F, V: (356) 767-6556 I PAGE g) COPYRIGHT 2W4 2- 40 NOT ro BE REPRODUCED IN WHOLE OF. 114 PLi r ?:I.I< :T 1 t•5 WRITTEN PERMISS10N OF LAWRENCE E. SENNETT. P E. C SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS O Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Required Aluminum Alloy 6063 T-6 Beam Size Minimum Post Size Thru-Bolts @ L=D+%" Minimum Knee Brace' Minimum 0 Knee Brace Screws114" a 3/8" a Hollow Sections 2" x 3' x 0.050" Hollow Tilt 2' x 2'x 0.044" or 2" x 2"x 0.045" Snap 2" 2' x 3" x 0.050" 3) #8 2" x 4" x 0.050" Hollow 2" x 3"x 0.045" Hollow 2" x 3"x 0.045" Snap 2" 2" x 3" x 0.050" 3) #8 Self Matin Beams 2" x 4" x 0.038" X 0.100 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 3" x 3"x 0.060" Scalloped 2 2" x 3" x 0.050" 3 #8 x x x 60" Scalloped 2" x 3" x 0.050" 3)#10 x I x x- 2 2" x 4" x 0.050" 3) #10 2'x7"x0.055"x0.120" w/ insert 3"x3"x0.093' 3 2 2"x4"x0.050" 3)#10 2" x 8" x 0.072" x 0.224" 3" x 3' x 0.093" 3 2 2" x 4" x 0.050" 3) #12 2" x 9' x 0.072" x 0.224" 3"x3"x0.125' 4 3 2"x4"x0.050' 3)#14 2" x 9" x 0.082" x 0.306' 3" x 3' x 0.125" 4 3 2" x 4" x 0.050" 3) #14 2' x 10" x 0.092" x 0.369" 4" x 4" x 0.125" 6 4 2" x 4" x 0.050" 4) #14 w.n .rw. v. Rl,u uufu) li 1,LJ Minimum post/boom may be used as minimum knee brace Fasten w/ external screws or clips. See Details. e M Lawrence E. Bennett, P.E. FL # 16644 ``•i k CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 2143M. SOUTH DAYTONA, FL 32121 TELEPHONE: (M) 757-4774 FAX: (385) 767-GW PAGE COPYRIGHT 2W4 2-5 Nor 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 ANCHORS (SEE SECTION 9) ICONCRETE SLAB OR FOOTING SECTION 2 ALUMINUMISTEEL COLUMN U' CHANNEL SEE SECTION 9 FOR CONNECTIONS) CONCRETE ANCHORS SEE SECTION 9) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL RECEIVING CHANNEL SCALE: 3" = V-0" ANCHORS (SEE SECTION 9) CONCRETE SLAB OR FOOTING POST TO CONCRETE CONNECTION ALUMINUM / STEEL COLUMN 2" x 2" WITH WALL THICKNESS EQUAL TO OR GREATER THAN COLUMN WALL CONCRETE ANCHORS SEE SECTION 9) INTERNAL OR EXTERNAL ANGLE CLIPS ATTACHMENT DETAILS SHOWN REQUIRE DIAGONAL BRACING FOR FREE-STANDING COVERS CORROSION RESISTIVE STEEL THRU BOLT PER SCHEDULE I CONCRETE SLAB OR FOOTING SCALE: 3" = l'-O" POST TO CONCRETE CONNECTION ALUMINUM / STEEL COLUMN INTERNALEXTRUDED ALUMINUM BASE OR BREAK FORMED U-CLIP WITH WALL EQUAL TO OR GREATER THAN POST WALL CONCRETE ANCHORS (SEE SECTION 9) TUBE COLUMN BASE SCHEMATIC INTERNAL BASE VI0 SCALE: 3" = l'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER. DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 787-O688 COPYRIGHT 2004 PAGE NOT TO BE REPRODUCED IN WHOLE CR IN PART WITHC'JT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. 2-21 ATTACHED & FREE-STANDING COVERS' AND UTILITY -SHEDS SECTION 2 BEAMS MAY BE ANGLED FOR GABLED FRAME COLUMN NOTCHED TO SUIT ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 2.3) BEAM AND POST SIZES SEE TABLES SECTION 2) SIDE NOTCH POST TO BEAM CONNECTION SCALE: 3" = V-0" I BEAMS MAY BE ANGLED FOR — , — — — — — — — — — — GABLED FRAME II cn J u! ROOF PANEL cc SEE SECTION 7) 1-3/4" x 1-3/4" x 0.063"-- RECEIVING CHANNEL THRU I ( U ANCHOR PER DETAIL FOR PAN BOLTED TO POST W/ THRU - OR COMPOSITE PANEL BOLTS FOR SIDE BEAM _ SEE TABLE 2.3 FOR NUMBER O^ FOR NUMBER OF BOLTS AND OF BOLTS) ( - SIZE OF POST (SEE TABLE 2.3) O _ BEAM AND POST SIZES SEE TABLES SECTION 2) COLUMN NOTCHED TO SUIT -- CENTER NOTCH POST TO BEAM CONNECTION ` SCALE. 3" = 1'-0" 0 5; sal Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER . DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (385) 767-6556 COPYRIGHT zma PAGE NOT TO BE REPRODUCED IN WF;:: L': rjla I I, r" i • "•.'I IT T 1 VIRITTEN CERMISSION OF LAWRENCE E. BENNETT, P.E. 2-17 PLAT OF BOUNDARY SURVEY for, MARONDA HOMES. Legal Description LOT 24, CELERY LAKES PHASE 1, " according to the Plat thereof as recorded in Plat Book 62, Pages 75 and 76, of the Public Records of Seminole County, Florida. 12O' V10 E I1_ co 9 o CA 1' L 23 4" W ' 5'DRAINAGE ESM'T r-------' -- ------- i I v i i 0 O O D 3 , ly 1 SSNG238b` m rn 4m v. 24 z 58. I o, I 0C` Cps .' Crs•/.. mil,. ell e0 93 vi op V,;I 20' DRAINAGE ESM'T N 89'56'40" E 136.24 SCALE: 1 "=30' IZI G. I O0 25 I I NI = D VIS SpifORD C114 of SURVEY NOTES: 1) The street address of the above -described property is 148 PINEFIELD DRIVE. 2) The above -described property lies in a Flood Zone X per FIRM 12117C 0065E dated APRIL 1995. SURVEYOR'S CERTIFICATE This is to certify that I have made a Survey of the above described property and that the plat hereon delineated is an accurate representation of the same. I further certify that this Survey meets the Minimum Technical Standards set forth by the Florida Board of Land Surveyors pursuant to Section 427.027 of the Florida Statutes. REVISIONS: REVISED FoR FINAL r709VE`(: I MAW.2004 PROJECT NO: 03 -7ZO KIT&__5 UjRj/EYING, INC. R. BLAIR KITNER - P.L.S. NO. 3382 Post Office Box 825, Sanford, F1. 32772-0823 4r17) 322-2000 SURVEY DATE: 10 NOVEMBER Z003 CERTIFIED CORRECT TO: SANDRA WRIGHT 3 GLENN MOORE IRWIN MORTGAGE CORPORATION CHICAGO TITLE INSURANCE COMPANY KAMPF TITLE & GUARANTY CORPORATION ADNORAM TITLE COMPANY, INC. pl 0 W 0 z LO d JW iQ LO Nov 15 06 08:47a Exterior Homesavers 407 330 9098 p.2 03a, p.3 ARCHITECTURAL REVIEW BOARDAPPLACATION E NOYI g Pfau complae the applicatzoa form and forward. with requested information, to tl w Assodatiods prop- erty manager for processing. Plawc do not commence work until you receive approval ofyour applicationfromtheArehittcuwlReviewBoard. Associatio are Date of Application AnoGeant'saiae Phoac Nu tC:%1G ---R!, 3A1 1 Application Fon 0 Exttxivr Paint O Landscspc installation O Swimming Pool 0 Rmeadonal Equipment O Fencing another -5ct Zel A PC'V%C _ Please provide a description of what changes .rill be made. Applications must iitclodo lot survey, site plans, diVams, color chips, mateaalspecifications, sample products, photographs, and anyinfomration which will adequately describe the finished project All landscaping plans must include the siu, num- ber, and type of plants to be approved. NOTE: Itis the propvcty owwew cespon sitAty to ensurethat all requests conformtg appl'icsMc wring arAbuilding regulations and that approvedprojeets arcpmpetlypermitted is a ccordawcewitk6ty,stste, and municipal requirements. A-r T'ACHMENTS SURMM= BY PROPERTY OWNER Written deseriptioq of project Lot survry shv.+ir:g location of addition or installation, if applicable Spccifacations (o.g. topics of pbuu iodiicotiag dimensions, materials, colors, etc) Paint chip/celor saaplaa Otiacr (c.g. picmres, brochure, etc) THIS SECTIONTO BE COMPLETEEJ>VrARCHTTE REVIEWBOARD Rcquwt Kecd / / Date Approved _ / Z Denied ' NOTES/COMMENTS 1Grfia o m uia s BY: (- - Aichitectural Review Boar SW P•04 01W04