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HomeMy WebLinkAbout212 Coachman CtCITY OF SANFORD PERMIT APPLICATION 732 s© Permit # Date: ---�� Job Address: S' J717 13 , Description of Work: 02Q f'(� t N 0M t;_- S,0 LJOW X00 9 3 Historic District: Zoning Value of Work: S 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 other than X) Parcel #: ,.Q�, —o(.0 — — 0= Owners Name & Address: r ��//�� ����__�� Contractor Name & Address: e�J5411) Phone & Fax: --tom Bonding Company: Address: Mortgage Lender: Address: (Attach Proof of Ownership & Legal Description) 1 Phone: 43 S Sta Lic�y�/%Qse Numbbeer: S 3 �ontac Ali -911 X. 14i L/310t' Phnne- 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 -hor 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 compliance with all applicabi_ laws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT N 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. 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 may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of p9dAit is Agent w Name Signature ify the owner of the property of the requirements of Florida Lien Law, FS -07 Date Signature of Cintrac for/Agent 's N �ISignaruf� of Noary-St3�nwo Etrplree 312IMMO :,,;�.e�-'�',� e°ndedby1800M32i254 zone. gent is :P rsf3ne�l�'knowrda icSdNptdryAsm., ft= Contract d gent is Produced I --Tn i .•..••..•...........•n••uo.un� _ D Y l— Produced ID APPLICAT(ON APPROVED 13%17ao1 5/autilities: _ (Initial &atcl (I al Date) rineciai Conditions: • Known till Ndf" mmNnitttwAmt. Ift ........... ..••.....:.•...••.•.n.•••.�i FD: (Initial & Date) (Ininal & Date) �J � y January 01, 2007 LAWRENCE E.`BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering "ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition Dear Building Official/Plans Examiner, This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" during the Year 2007. When we publish and distribute the 2006 ed of the "ALUMINUM STRUCTURES DESIGN MANUAL", they will be authorized to use that manual for the remainder of 2007. Our authorization is based on a January to January basis requardless of the edition of the manual. This authorization also applies to contractor master file drawings, " ONE PERMIT ONLY" drawings or any "site specific" drawings that I may furnish the contractor. Richard H. Zapf SCC 056734 Exterior Homesavers,.Inc 2867 Stonewall P1 #117 Sanford, FL 32773 They are hereby added to my 2007 MASTERFILE LOST Should you hav�, questions please contact me at your a convenience,.Ii" Sincerely'' � f Lawrent, {,P E. #16644 J I V. . -to. ay http://www.scpafl.org/web/re_web.seminole_county_title?PARCEL=12203030001300000... 5/3/2007 OFFICE ❑Avco JOHNSON. CFA. ASA PROPERTY _ APPRAISER APPRAISER SEMINOLE COLI N'TY FL. " 1101 —.FIRST S-- . SANFORD, F�_ 32771-146a 0 'a 407-665-7506 t 2007 WORKING VALUE SUMMARY Value Method: Income GENERAL Number of Buildings: 3 Parcel Id: 12-20-30-300-0130-0000 Depreciated Bldg Value: $0 Owner: CARRIAGE COVE LLC Depreciated EXFT Value: $0 Mailing Address: 500 CARRIAGE COVE WAY Land Value (Market): $0 City,State,ZipCode: SANFORD FL 32773 Land Value Ag: $0 Property Address: 751 LAKE MARY BLVD E Just/Market Value: $7,132,092 * Facility Name: CARRIAGE COVE MH PARK Assessed Value (SOH): $7,132,092 * Tax District: S1-SANFORD Exempt Value: $0 Exemptions: Taxable Value: $7,132,092 Dor: 28 -MOBILE HOME PARK Tax Estimator (* Income Approach used.) 2006 VALUE SUMMARY SALES 2006 Tax Bill Amount: $133,085 Deed Date Book Page Amount Vacllmp Qualified 2006 Taxable Value: $6,761,083 Find Sales within this DOR Code DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION SEC 12 TWP 20S RGE 30E BEG SW COR RUN N 2 DEG 43 MIN 35 SEC E 97.16 FT NELY ALONG CURVE 263.3 FT N 58 DEG 1 MIN 47 SEC E 1814.96 FT NELY ALONG CURVE 285.74 FT E 600 FT LAND S 280 FT W 660 FT S 990 Land Assess Land Unit Land FT W 1974.56 FT TO BEG & IN 13-20-30 N 1/2 Frontage Depth Method Units Price Value OF NW 1/4 OF NW 1/4 & E 2/3 OF SE 1/4 OF LOT 0 0 120.000 5,927.00 $711,240 NW 1/4 OF NW LOT 0 0 356.000 5,927.00 $2,110,012 1/4 & E 2/3 OF NE 1/4 OF SW 1/4 OF NW 1/4 BEG SW COR OF (LES E 25 FT FOR RACREAGE 0 0 17.000 20.00 $340 NE S/4 OF NW 1/44 RUNE 258 FT N 141 FT N 86 DEG E 237.2 FT N 38 a DEG 47 MIN E ALONG RNV 326 FT S 86 DEG W 32.5 FT N TO NE COR OF NW 1/4 OF NE 1/4 OF NW 1/4 W 660 FT TO NW COR OF NE 1/4 OF NW 1/4 S 1329 FT TO BEG (LESS RD) BUILDING INFORMATION Bid Bid Class Year Fixtures Gross Stories Ext Wall Bid Est. Cost Num Bit SF Value New 1 MASONRY 1974 12 3,022 1 CONCRETE BLOCK -STUCCO - $184,510 $291,715 PILAS MASONRY Subsection / Sgft BASE SEMI FINISHED / 462 http://www.scpafl.org/web/re_web.seminole_county_title?PARCEL=12203030001300000... 5/3/2007 OFFICE Desictn Check List f& Screen / Vinvl Room (Paces 1 of 2 1. Design Statement: These plans have been designed in accordance with the Aluminum Structures Design Manual by Lawrence E. Bennett and are in compliance with the 2004 Florida Building Code Edition with 2006 Suep)e ments, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposure 'B' fX or'C' or'D'_; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher, 120 W MFfH`6r/EO MPH for 3 second wind gust velocity load; Basic Wind Pressure; Design Pressures 10 for Screen / Vinyl Rooms can be found on page 3AA: � r '� ee a. "B" exposure = _/PSF for Roofs & /,?PSF for Walls Ui rim b. "C" exposure = PSF for Roofs & PSF for Walls Zc. "D" exposure = PSF for Roofs & PSF for Walls Negative I.P.C. 0.18 For "C" or "D" exposure design loads, multiply "B" exposure loads by factors in table 3A -C on page 3iii. 2. Host Structure Adequacy Statement: 1 have inspected and verify that the host structure is in good repair and attachments made to the LL. structure will be solid. U11 0 C KA41op Phone: y °? ' 3 2 2— 6 1 `j q Z Contractor/ Authorized Rep* Name (please print) Date: I3-� ...�, Contractor/ Authori d Rep* Signature O o W I G S 11g rA y C o2 C "pi C -r, S,6 N F -n Job Name & Address Note: Projection of room from host structure shall not exceed 16'. 3. Building Permit Application Package contains the following: Yes No A. Project name & address on plans — B. Site plan or survey with enclosure location .............. ...................... -Z " C. Contractor's / Designer's name, address, phone number, & signature on plans .... — D. Site exposure form completed ................................................. �z — E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following: 1.. Plan view with host structure area of attachment, enclosure length, and ........ — projection from host structure 2. Front and side elevation views with all dimensions & heights .................. 4 — 3. Beam span, spacing, & size ............ (Select beam size from appropriate 3A.1 series tables) / 4. Upright height, spacing, & size .............................................. (Select uprights from appropriate 3A.2 series tables) (Check Table 3A.3 for minimum upright size) / 5. Chair rail or girts size, length, & spacing ....................................._/ — (Select chair rails from appropriate 3A.2 series tables) 6. Knee braces length, location, & size ............................... — (Check Table 3A.3 for knee brace size) 4. Highlight details from Aluminum Structures Design Manual: Yes No A. Beam & pudin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ...... ✓ — Section 3A tables used: -3 Beam allowable span conversions from 120 MPH wind zone, "B" Exposure to MPH wind zone and/or "C" or "D" Exposure for load width: Look up span on 120 MPH table and apply the following formula: Span / Height Required Span @ 120 MPH @ MPH (b or@x (b or d) x — (b or d) = S, q 13 Wind Zone Multiplier ** _� Exposure Multiplier— Must ultiplier— Must have attended Engineer's Continuing Education Class within the past two years. '* Appropriate multiplier from page 3A4i and page 3A4ii. b-7 PEKE Design Check List for Screen / Vinyl Room (Page 2 of 2) B. Upright tables w/ sizes, thickness, spacing, & heights ........................... — (Tables 3A.2.1, 3A.2.2, or 3A.2.3) Upright or wall member allowable height / span conversions from 120 MPH wind zone, 'B' Exposure to MPH wind zone and/or'C' Exposure for load widthr: Look up span on 120 MPH table and apply the following formula: Span / Height r— Required Span @ 120 MPH o @ //0 MPH (b or d) x b G� (b or d) x "p (b or d) = Alf Wind Zone Multiplier"" L Exposure Multiplier— Ye1�/, No C. Table 3A.3 with beam & upright combination if applicable ........................ D. Connection details to be used such as: ✓ 1. Beam to upright ................................... 2. Beam to wall ................................... I .......................... — 3. Beam to beam ..................................... ............. I........... ✓''� 4. Chair rail, purlins, & knee braces to beams & uprights ........................ — 5. Extruded gutter connection ................................................ 6. U -clip, angles and/or sole plate to deck ...................................... — E. Foundation detail type & size ............................ a ..................... V — Notes: }. ml LIJ LL. s� LLL Cn 0Z t SITE EXPOSURE EVALUATION FORM QUADRANTI I 1500' I EXPOSURE i I � - - - - 1500' I I 600' QUADRANT IV I 40' I QUADRANT II I M 13-00 ! 600' 600' EXPOSURE !� Io- EXPOSURE - 40' I LL, 600' I I u. LJJ �---1500' I I uJ (n 0.00 QUADRANT 111 I I EXPOSURE 8 1500' Icn 9, Z I NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE SCALE: 1"= 800' USING THE FOLLOWING CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS'B','C', OR -D' EXPOSURE. 'C' OR'D' EXPOSURE IN ANY QUADRANT MAKE THE SITE THAT EXPOSURE. d EXPOSURE C: 1. OPEN TERRAIN FOR MORE THAN 1,500 FEET IN ANY QUADRANT. 2. ANY'C' EXPOSURE FOR GREATER THAN 600 FEET IN ANY QUADRANT. 3. NO SHORT TERM CHANGES IN 'B', 2 YEARS BEFORE SITE EVALUATION AND BUILD OUT WITHIN 3 YEARS, SITE WILL BE'B'. 4. FLAT, OPEN COUNTRY, GRASSLANDS, PONDS AND OCEAN OR SHORELINES IN ANY QUADRANT FOR GREATER THAN 1,500 FEET. EXPOSURE D: FLAT, UNOBSTRUCTED AREAS EXPOSED TO WIND FLOWING OVER WATER FOR A DISTANCE OF AT LEAST 1 MILE. SITE IS EXPOSURE: Jl> EVALUATED BY: 12< <K+'t() 26•Pr' DATE: SIGNATURE. LICENSE #. `SCG c S6 3 `l cl b-14 IFFICE CcAC)UYIAN CT, Structural plan review is limited to a general survey for code compliance. No review is implied nor was taken to Code violations found during inspection verify structural adequacy are required to be corrected. Plan/permit issuance does not grant approval of a code violation. 2004 I L L 1-4 01 S. FBC109.1 f PERMIT# (9Z- a3,2/D PLANS RE Required emergency escape and rescue openings are not allowed to open into this screen room unless a screen door leading away from the residence is provided. FRC R310.1 VIEWED CITY OF SANFORD OFFICE L 1 1,e I •► IsO�af'�ri t fo t0 Sir fp i 1 to sfori 10i S h-1 r.► I W. I- 10' lo, s �v� •v►Fw .I c rLlrr" A 0, G6 .St Df VIEw c A - all 2T QRE4. PLANS REVIEWED C= OFFICE CIN SftNfCRD to i AL%J/n; "V.n A � ,�s SCr24-rw WAt.CS a1I•F- l�1 a 6X1S'?1NG CONCyZeTT. OPFN P.#TtC/C.8ftea2'f 1912E/�� trN- -1 FO - a z oc m , C -r, .5.9 Ccw�R.AcTe2: L P L s« as 673y 2cc�t,orcD 2,966, STRUCTURAL DESIGN SERVICES 531South S.R. 434 Suite 2005 Altamonte Springs, FL 32714 P6724 SDS Phone (407) 290-2799 fax (407) 290-2953 EXTERIOR HOME SAVERS 05-29-07 2867 STONEWALL PL. SANFORD, FL. JOB: G. WILLIAMS RESIDENCE 212 COACHMAN CT. SANFORD, FL THIS LETTER IS TO CONFIRM THAT THE HOST STRUCTURE - 1996 JACOBSON CLASSIC MOBILE HOME CAN SUPPORT THE ADDITIONAL LOAD CRITERIA OF AN ALUMINUM PATIO COVER AND CARPORT ATTACHED TO ONE SIDES WITH A SHED STYLE ALUMINUM ROOF. n LL. Z k'gr KEN EHLERS LICENSED PROFESSIONAL ENGINEER 531 South S.R. 434 SUITE 2005 Al TAMONTF SPRINGS FI '47714 SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) SCALE: N.T.S. HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E...Bennett,-:R.E...FL # 16644 71" STRUCTURAL ENGINEERING ®F SAN FP.O. Box 214368 South Daytona, F7 32121 eephone # (386),767774 Fax It ,(386) 767;8556 �A Email: lebpgCbellsouth.net PAGE L, . © COPYRIGHT 2008 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNEIT P:E"' .`, 3A-1 r SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) LW' FOR MAX. UPRIGHT / HEIGHT (h) 1" x 2" MIN. 3-1/2" SLAB ON GRADE VARIES OR RAISED FOOTING (FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37) W/ SOLID ROOF TYP. FRONT VIEW FRAMING * (HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) 'LW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION 'P/2' 'P/2' @ FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 FOR DETAILS) (SEE TABLES) W z� 0. H. v SOLID ROOF NO MAXIMUM (ELEVATION SLAB OR GRADE) _ P,= PROJECTION FROM BLDG. VARIES VARIES LW =LOAD WIDTH 'P' VARIES ---- NOTES: 1. ANCHOR 1"x 2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" 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 @ 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 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 1100-123 130 140 150 #8 1 #10 1 #12 1 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = 1'-0" Lawrence E. Bennett, P.E. FL# 16644 PLANS REVIEWED CIVIL & STRUCTURAL ENGINEERING P.O.e Box 68, South Daytona, FI 32121 CIT, OF SANFORD Telephone p: (386)86) 767-4774 Fax #: (386) 767.8556 Emall: lebpe@bellsouth.net E@ COPYRIGHT 2006 3A.27 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF (4) 1/4" E 1-1/4" FEN R WA 4'-0" ANEL AC FRONT AND 24" S W/ PER THE ONG 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL SECTION 3A RISER PANELS ATTACHED CHAPTER HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES POST ATTACHED TO BOTTOM W/ MIN. (3) 410 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'-0" 2"x2",2"x3"OR3"x2" HOLLOW (SEE SPAN TABLES) FOR -SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) �•n� 11 %0 "m .Lawrence E. Bennett; P.E. FL #:16644 Emmaly OF SANFORE CIVIL'& STRUCTURAL'ENGINEERING P.O. Box 214368, South Daytona;Fl 32121 Telephone li (386)_76T7�774 t Fax # . (386) 767-6556 Em411: 100@bellsouth.net t� COPYRIGHT 2008 A' [ GE PA NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUP T THE WRITTEN PERMISSION,OF LAWRENCE E.`BENNETT, .E 3A-7 SECTION 3A' SCREEN, ACRYLIC & VINYL ROOMS R Table 3A.1.1-120 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13.0 #ISF (48.3 #/SF for Max. Cantilever) nC9 T C 2" x 2" x 0.044" 2'* x 2" x 0.055" Load Width (ft-) Max. Span 'L' I (bending 'b' or deflection 'd') 1 & 2 Span 3 S an 4 Span Max. p p p ,Cantilever Load Max. Span 'L' I (bending W or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. ,Cantilever 5 5'-1" d 6'-3" d 6'-4" d 0'-11" d 5 5'-4" d 6'-7" d 6'-9" d l'-0" - d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 0'-11" d 7 4'-6" d 5'-7" d 5'-6" b 0'-10" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'-4" d 54" b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b U-10" d 9 4'-2" d 5'-0" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0'-9" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 11 T-11" d 4'-6" b 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-9" d " d 4'-4" b 4'-2" b 0'-9" d 12 1 T-11" d 4'-9" b 4'-7" b 0'-9" d 3" x 2" x 0.045" 3" x 2" x 0.070" Width (ft.) Span 'L' I (bending 'b' or deflection 'd') 1 8, 2 S an 3 Span 4 Span Max. p p Cantilever Load Max. Span 'L' I (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. . Cantilever „ T-1" d T-2" d 1'-1" d 5 6'-5" d 7'_11" d 8'-1" d 1'-3" d 6'-8" d 6'-9" d 1'-0" d 6 6'-0" d T-5" d 7'-7" d 1'-2" d - d 6'-4" d 6'-4" b 0'-11" d 7 5'-9" d T-1" d T-3" d 1'-1" d 8 4'-11" d 6'-0" d 5'-11" b 0'-11" d 8 5'-6" d 6'-9" d 6-11" d 1'-1" d 9 4'-8" d 5'-9" b 5'-7" b. 0'-11" d 9 5'-3" d 6'-6" d 6'-6" b 1'-0" d 10 4'-6" d 5'-6" b 5'-3" b 0'-10" d 10 5'-1" d 6'-3" d 6'-2" b 0'-11" d 11 4'-5" d 5'-2" b 5'-0" b 0'-10" d 11 4'-11" d 6'-1" d 5'-11" b 0'-11" d 12 4'-3" d 4'-11" b 4'-10" b 0'-10" d 12 4'-9" d 5'-10" b 5'-8" b 0'-11" d 2" x 3" x 0.045' 2" x 4" x 0.050" Load Width (ft.) Max. Span'L' I (bending'b' or deflection V) Max. 1 8 2 Span 3 Span 4 Span Cantilever Load Max. Span'L' I (bending'b' or deflect Max. ) Width (ft.) 1 8, 2 Span 3 Span 4 Span Max. p p p Cantilever 5 T-1" d 8'4" d 8'-9" b 1'-4" d 5 9'-2" —d 11'-4" d 11'-2" b 1'-9" d 6 6'-8" d 8'-3" d T-11" b 1'-3" d 6 8'-8" d 10'-7" b 10'-3" b l'-8" d 7 6'-4" d T-8" b T-5" b l'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-7" d 8 6-1" d T-2" b 6'-11" b l'-2" d 8 T-10" d 9'-2" b 8'-10" b T-6" d 9 5-10" d 6'-9" b 6'-6" b 1'-1" d 9 T-6" d 8'-8" b 8'-4" b 1'-5" d 10 5'-7" d 6'-5" b 6'-2" b T-1" d 10 T-3" d 8'-2" b T-11" b 1'-5" d 11 5-5" d 6'-1" b 5'-11" b 1'-0" d 11 6'-11" b T-10" b 1 T-7" b 1'-4" d 12 5'-3" b 5-10" b 5'-8" b 1'-0" d 12 6'-8" b 7'-6" b T-3" b 1'-4" 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. ° Lawrence E. Bennett, P.E. FL # 16644 LANS REVIEWEE CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Fl -32121 Telephone A: (386) 7674774 4 Fax 8: ,(386) 7671-6556 C11Y O &ANFORD Email: lebpet�bellsouth.net , _ .... .. _ .. PAGE © COPYRIGHT 2008 3A-12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE I- BENNETT,'P.E.' c SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS a I — 12" x PAN (SEE TABLES SECTION 7) USE'W' TO SELECT PAN FOR REQUIRED SPAN —'W VARIES CARPORT WALL SECTION SCALE: 3/16"= V-0" EXISTING HOST STRUCTURE SEE CONNECTION DETAILS (SECTION 7) POST AND BEAM (DETAILS AND TABLES SECTION 2) FOR FRONT BEAM USE: A = W / 2+OVERHANG FOOTING AND CONNECTION (DETAILS SECTION 2) 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 ROOMS 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 W/ 2006 SUPPLEMENTS CHAPTER 23, TABLE 2306.1 OR AS NOTED. Nailina Schedule: Connection Fastener Number / Spacing Wall Sheathing 1/2" or Less #8 Common 6" O.C. Edges 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 # 16644 9 -�� v a %I - v • 3- • " CIVIL &STRUCTURAL ENGINEERING ��� P.O. Box 68, South Daytona, FI 32121. Telephone #: (3B6)86) 767-4774 Fax #: (386) 767-6556 CITI FORD Email: labpaCbellsouth.net PAGE © COPYRIGHT 2008 -fliQxS rp '"s 2-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCEIE BENNETT;_P,.E -1,; SECTION 2 1 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS TOP OF GRADE COMPACTED BACK FILL BASE WALL MIN. "t" IS THICKNESS OF REQUIRED POST. MAY BE THICKER r 3"x 3" POST (SEE TABLE) ALUMINUM POST AND BURIED FOOTING CONNECTION SCALE: 1-1/2" = V-0" POST IN CON CRE #40 BAR 12" LON POURED CONCRE (REFER TO TABLE -12.) ISOLATED FOOTING SCALE: 3" = V-0" 3" x 3" POST TURN BOLTED* T ANCHOR RISER 2-3/4" x 2-3/4" x 2-1/2" LONG x 1/8" TUBING WELDED CONNECTION FASTEN (SEE SECTION 9) 12" x 12" x 1/4" PLATE 3-1/2" CONC. SLAB *POST MAYBE FILLET WELDED DIRECTLY TO BASE PLATE BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION SCALE: 3" = T -O" Lawrence E. Bennett.P.E. FL# 16644 PLANS REVIEWED-, CIVIL & STRUCTURAL --ENGINEERING P.O. Box 86) 68, South Daytona; FI 32121 I SANFORDI-, Telephone M. (3B8) 767-4774,.:.Fax 8: (386) 767-6556 ..... Emall: lebpe@bedsouth.net PAGE _ © COPYRIGHT 2008 2-24 NOT TO BE REPRODUCED IN WHOLE 0R IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E: BENNETT; P.E. (2) 2" x 2"x "t" ANGLE OR (1) U CHANNEL x "t" \/ 3/8" x 3-1/2" BOLT 80 LB. 2500 PSI a CONCRETE PRE -MIX 3" EXTRUDED ALUMINUM BASE ALTERNATE: 3" BREAK FORMED 5052 H-32 ALUMINUM BASE ALUMINUM POST AND BURIED FOOTING CONNECTION SCALE: 1-1/2" = V-0" POST IN CON CRE #40 BAR 12" LON POURED CONCRE (REFER TO TABLE -12.) ISOLATED FOOTING SCALE: 3" = V-0" 3" x 3" POST TURN BOLTED* T ANCHOR RISER 2-3/4" x 2-3/4" x 2-1/2" LONG x 1/8" TUBING WELDED CONNECTION FASTEN (SEE SECTION 9) 12" x 12" x 1/4" PLATE 3-1/2" CONC. SLAB *POST MAYBE FILLET WELDED DIRECTLY TO BASE PLATE BASE ANCHOR CONNECTOR FOR POST TO SLAB CONNECTION SCALE: 3" = T -O" Lawrence E. Bennett.P.E. FL# 16644 PLANS REVIEWED-, CIVIL & STRUCTURAL --ENGINEERING P.O. Box 86) 68, South Daytona; FI 32121 I SANFORDI-, Telephone M. (3B8) 767-4774,.:.Fax 8: (386) 767-6556 ..... Emall: lebpe@bedsouth.net PAGE _ © COPYRIGHT 2008 2-24 NOT TO BE REPRODUCED IN WHOLE 0R IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E: BENNETT; P.E. - I ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS I SECTION 2 Table 2.4.1 Footings - Maximum Roof Area for Attached Carport and Freestanding Gabled Carport Posts Wind Zone (MPH) = 100 110 120 123 130. 140-1 140-2 150 Attached Cover Uplift' = 16.6 #/SF 17.7 #/SF 21.1 #/SF 22.2 #ISF 24.8 #ISF 28.7 #/SF 30.9 #/SF 33.0 #ISF Free Standing Uplift= 10 #/SF 10 #/SF 11 #/SF 12 #ISF 13 #ISF 15 #ISF 15 #ISF 17 #/SF Existing Slab on Grade wl unknown reinforcement in good repair 22 19 15 15 13 11 11 10 Isolated Footing Dimensions" Uplift Rating (lbs.) 110 120 Maximum Attributable Roof Area in Square Feet 130 1 140-1 1'-0" x 1'-0" x 1'-0" 306 18 17 15 14 12 11 1 9 9 1'4" x 1'-4" x 1'-4" 597 36 34 28 27 24 15 #/SF 18 18 Dimensions" Rating (lbs.) 790 48 Maximum Attributable Roof Area in Square Feet 37 36 32 24 24 1'-B" x 1'-B" x 2'-0" ,223 74 69 58 55 49 P43 37 37 x x 1,529 92 (3) x 80# Bag 1,904 72 69 62 46 46 2'-0" x 2'-0" x 2'-0" 1,584 95 89 75 71 64 48 48 2'-0" x 2'-0" x 2'-6" 1,980 119 112 94 89 80 60 60 2'-6" x 2'-6" x 2'-6" 2,756 166 156 131 124 111 96 84 84 2'-6" x 2'-6" x 3'-0" 3,308 199 187 157 149 133 1 115 1 100 100 - rtooT areas oaseo on attacneu cover upon modus. Notes: 1. Isolated Footing is a poured concrete rectangular solid (Length x Width x Depth). 2. Slab on grade must be new or in good condition. 3. For free standing covers, multiply above roof areas by the appropriate multiplier from the table below. Pre -Cast Block Footing ..:u. on a f.......- .-.i.. --fn -1 1—tefillprl to nrnrlp Wind Zone (MPH)= 100 110 120 123 1 130 1 140-1 140-2 150 Attached Cover Uplift • = 16.6 #/SF 17.7 #ISF 21.1 #ISF 22.2 #/SF 24.8 #/SF 28.7 #/SF 30.9 #ISF 33.0 #/SF Free Standing Uplift= 10 #ISF 10 #ISF 11 #/SF 12 #/SF 13 #/SF 15 #/SF 15 #/SF 17 #ISF Dimensions" Rating (lbs.) Maximum Attributable Roof Area in Square Feet (1) x 80# Bag 1,734 110 103 86 82 73 63 55 55 (2) x 80# Bag 1,819 115 108 90 86 77 66 58 58 (3) x 80# Bag 1,904 1 115 108 90 86 77 66 58 58 Note: Maximum upiat on post is oexerminea oy mulapying mdxununl auI 1UUL W , van m "It' — " - - Example: Post tributary roof area = 77', Applied load for 110 MPH wind zone = 24#/Sq. Ft., Uplift on post = 77 x 24 = 1,540# Roof Area Conversion Multipliers Conversion Multipliers for Freestanding Carports with Mono Sloped Roofs Wind Zone 1 100 1 110 1 120 1 123 1 130 1 140-1 1 140-2 1 150 Roof Area Multiplier 1 1.00 1 1.05 1 1.13 1 1.36 1 1.48 1 1.56 1 1.00 1 1.00 i rLMNO K C V 1[; d V L U Lawrence E. Bennett, P.E.:FL #16644 ® CIVIL & STRUCTURAL "ENGINEERING F SAN F y P.O. Box 86) 76 , South Daytona, Fl 32121 'OR& CITI IV Ubtl�fl Telephone M. (388) 767-4774 " � Fax P. (386) 767-6556 Email: 'lebp'a'bensouth net <„ PAGE © COPYRIGHT 2006 ' NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEmP.E.r ' " 2-63 I SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS BEAMS MAY BE ANGLED FOR GABLED FRAME j j 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 CENTER NOTCH POST TO BEAM CO"ECTION SCALE: 3"= V-0" Lawrence E. Bennett,- P.E. "FL-# 16644 ANS RhVltvvt:td CIVIL &STRUCTURAL ENGINEERING � �® P.O. Box 214368, South Daytona, A 32121 %ITy 0 Telephone p: (396) 767-4774 Fax P.(386)C F S 767-6556 /!�\a Email: Iebpe@bellsoutli.net PAGE © COPYRIGHT 2008 2-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT,iP.E.' SCALE: 3"= V-0" BEAMS MAY BE ANGLED FOR — --------- `^\ GABLED FRAME cn W ROOF PANEL (SEE SECTION 7) 1-3/4" x 1-3/4" x 0.06 — — — — — — — — — — RECEIVING CHANNEL Tf RU — ANCHOR PE DETAIL FOR PAN BOLTED TO POST W/ THRU OO OR COMPOSI E PANEL BOLTS FOR SIDE/kAM �+ _ (SEE TABLE 2.3 FOR NUMBER FOR NUMBE OF BOLTS AND OF BOLTS) I DO — SIZE OF PO T (SEE TABLE 2.3) I � — — — BEAM A D POST SIZES 0 (SEE T BLES SECTION 2) COLUMN NOTCHED TO SUIT — CENTER NOTCH POST TO BEAM CO"ECTION SCALE: 3"= V-0" Lawrence E. Bennett,- P.E. "FL-# 16644 ANS RhVltvvt:td CIVIL &STRUCTURAL ENGINEERING � �® P.O. Box 214368, South Daytona, A 32121 %ITy 0 Telephone p: (396) 767-4774 Fax P.(386)C F S 767-6556 /!�\a Email: Iebpe@bellsoutli.net PAGE © COPYRIGHT 2008 2-16 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT,iP.E.' SECTION 2 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS Table 2.2.1 Allowable Attributable Roof Area per Post for Attached Carports or Freestanding Carports with Gabled Roofs ALUMINUM POSTS _ c_- rte, a ...,r:.,., r` ­ +c wi+h Mnnn Slnnart Rnnts -r- 100 110 120 123 Aluminum Post 140-1 140-2 150 Wind Load (MPH) = 100 16.6 #/SF 1 110 117.7 #/SF 1 120 1 123 1 130 1 140-182 150 1 21.1 1 22.2#/SF 1 24.8 #/SF 1 28.7 #/SF 1 32.99 #/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 Alloy 6063 T-6 7'-4" 2,064 172 181 153 145 130 112 122 8'-7" 1,548 129 136 1 115 109 97 84 92 9'-10" 1,204 100 106 1 89 85 76 65 71 11'-1" 903 75 79 1 157 64 57 49 53 Height Load (lbs.) 2" x 3" x 0.045" Hollow Extrusion or 2" x 3" x 0.045" Snap Extrusion -Aluminum Alloy 6063 T-6 8'-2" 2,736 228 1 240 1 203 1 193 1 172 149 162 9'-6" 2,502 209 1 219 1 185176 157 136 148 10'-11" 1,596 133 140 118 112 100 87 94 12'-3" 1,197 100 1 105 1 89 84 1 75 65 71 Height Load (lbs.). 3" x 3" x 0.040" Roll Formed -Aluminum Alloy 3105 H-14 10'-0" 2,381 198 209 176 168 150 129 141 11'-8" 1,786 149, 157 132 126 1 112 97 106 13'-4" 1,389 116 122 103 98 1 87 75 82 15'-0" 1,042 87 91 77 73 1 66 51 62 Height Load (lbs.) 3" x 3" x 0.060" Roll Formed - Aluminum Alloy 3105 H-14 11'-0" 3,600 300 316 267 254 1 226 1 196 I 213 12'-10" 2,700 225 237 200 190 170 147 1 160 14'-8" 2,100 175 184 156 148 132 1 114 1 124 16'-6" 1,575 131 117 111 1 99 1 86 1 93 3" x 3" x 0.060" Hollow Extrusion -Aluminum 6063 T-6 11'-10" 3,408 252 1 240 I 214 I 185 202 2,556 189 1 180 161 139 151 15'-10" 1,988 166 174 147 140 125 108 118 17'-10" 1,491 124 131 1 110 1 105 1 94 81 88 _ c_- rte, a ...,r:.,., r` ­ +c wi+h Mnnn Slnnart Rnnts -r- 100 110 120 123 130 140-1 140-2 150 1.00 1.20 1 1.27 1.25 1.23 1.27 1.23 1.23 Example: Find Roof Area Needed; Area ='A'; 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 sypport a roof area of 114 Sq. Ft. Thus, design must satisfy both height and area requirements. ° Note: 1. Spans maybe interpolated. 2. For free standing covers, multiply above roof areas by 1.25 (except for 100 MPH). Lawrence E. Bennett, P.E. FL # 16644-1REVIEWED CIVIL & STRUCTURAL ENGINEERING 1F)'LANS P.O. Box 68, South Daytona, FI 32121 A Telephone #: (386)86) 767-4774 „Fax k: (386_) 767556 Emall: lebpeQbe lsouth.net (;ITY.OF NFORD" PAGE © COPYRIGHT 2008 = + 2-60 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E SENNETT, P.E.'''"', J c ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS I SECTION 2 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 17.7 #/SF (47.1 #/SF for Max. Cantilever) A 1--:`"..... Au.... cnR4 LG 2" x 3" x 0.045" Hollow 2" x 3" x 0.050" Hollow Tilt Load Width (ft.) Max. Span'L'/(bending'b' or deflection'd') 1&2 Span 3 Span 4 Span Max. Cantilever Load Width (ft.) Max. Span'L'I(bending'b' or deflection'd') 1&2 Span 3 Span 4 Span Max. Cantilever 4 6-11" d 8'-6" d 8'-5" b 1'-6" d 4 6'-9" d 8'-4" d 8'-2" b 1'-5" d 5 6-5" d T-9" b 7'-6" b 1'-4" d 5 6'4" d T-7" b 7'4" b- 1'4" d 6 6-0" d. T-1" b 6'-10" b 1'-3" d 6 5'-11" d 6'-11" b 6'-8" b 1'-3" d 7 5-8" d 6-7" b 6'-4" b 1'-3" d 7 5'-7" d 6-5" b 6'-2" b 1'-2" d 8 5-5" d 6-2" b 5-11" b 1'-2" d 8 64" b 5'-11" b_ 5'-9" b 1'-2" d 9 5'-2" b 5'-9" b 5'-7" b 1'-1" d 9 5-1" b 5'$" b 5'-5" b 1'-1" d 10 4'-11" b 5'-6" b 5-4"- b 1'-1" d 10 4'-9" b 5'4" b 5'-2" b 1'-1" d 11 4'-8" b 5'-3" b 5'-1" b 1'-1" d 11 4'-7" b 5'-1" b 4'-11" b 1'-0" d 12 4'-0" b 5'-0" b 4'-10" b 1'-0" d 12 4'-4" b 4'-11" b 4'-9" b T-0" 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'/(bending'b' or deflection'd') 1&2 Span 3 Span 4 Span Max. Cantilever Load Width (ft.) Max. Span'L'/(bending'b' or deflection'd') 1&2 Span 3 Span 4 Span Max. Cantilever, 4 8'-7" d 10'-2" b 9'-10" b 1'-10" d 4 9'-11" d 11'-5" b 11'-1" b 2'-2" d 5 T-11" d 9'-1" b F-10" b 1'-8" d 5 9'-2" b 10'-3" b, 9'-11" b 1'-11" d 6 T-5" b 8'-4" b 8'-0" b 1'-7" d 6 8'-4" b 9'-4" b 9'-0" b 1'-10" d 7 6-11" b T-8" b T-5" b 1'-6" d 7 T-9" b 8'$" b, 8'4" b 1'-9" d 8 6'-5" b T-2" b 6-11" b 1'-5" d 8 T-3" b 8'-1" b T-10" b. 1'-8" d 9 6'-1" b 6-9" b 6'-7" b 1'-5" d 9 6-10" b T-7" b. T-4" b 77" d 10 T-9" b 6-5" b 6'-3" b 1'4" d 10 6'-6" b, T-3" b 6-11" b l'-7" d 11 1 5-6" b 6-2" b 5'-11" b 1'-4" d 11 61-7 h 6-11" b 6-8" b 1'-6" d 12 1 5'-3" b 5'-11" b 5'4" b 1'-3" d 5-11" b 6'-7—Nb 6'-4" b 1'-6" d 2" x 5" x 0.050" x 0.100" Self Mating Beam " x 6-x 0.050" x 0.120" Self M 'ng Beam Load Width (ft.) Max. Span 'L'/(bending'b' or deflection'd')=(ft.) 1&2 Span 3 Span 4 Span Max. CantileverCantilever Span an'L'/(bending'b' or deflection'd') 3 Span 4 Span Max. 4 12'-4" d 14'-0" b 13'-7" b 2'-8" d-0" b 16-8" b 15'-2" b T-1" d 5 11'-3" b 12'-6" b 12'-1" b 2'-5" d 5 " 14'-0" b 13'-7" b 2'-10" d 6 10'-3" ,b 11'-5" b 11'-1" b 2'4" d 6 11'-5" b 12'-10" b 12'4" b 2'4" d 7 9'-6" b 10'-7" b 10'-3" b 2'-2" d 11'-10" b 11'-5" b 2'-7" d 8 8'-10" b 9'-11" b 9'-7" b 2'-1" d 8 9'-11" b 11'-1" b 10'-9" b 2'-5" d 9 8'-4" b 9'4" b 9'-0" b 2'-0" d 9 9'4" b 10'-5" b 10'-1" b- 2'4" d 10 T-11" b 8'-10" b 8'-7" b 1'-11" d 107 8'-10" b 9'-11" b 9'-7" b 2'-3" d 11 T-7" b 8'-5" b 8'-2" b 1'-11" d 11 8'-6" b 9'-5" b 9'-2" b 2'-2" d 12 1 T-3" b 8'-1" b T-10" b 1'-10" d 12 8'-1" b 9'4" b 8'-9" b 1 2'-2" d Gabled sloped roofs include gables with a roof slope greater than 1" in 12". 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. PLANSREVIEWED Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING SIAMFORD.P.O. Box 86) 7 6, South Daytona, 3 6) 21 76 CITY 0`6 F Telephone #:. (386) 767-4774 Fax 1✓:, (386) 767.6556 Email: IebpaCbellsoutKriet PAGE © COPYRIGHT 2008 ' ' NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT P E. X2-45 D M m n 0 a xt 0 Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Possible w/ Min. Edge Distance of 2-1/2d Aluminum Allov 6063 T-6 Beam Size Minimum Post Size Min. # Thru-Bolts @ Beam (o) Min. # Thru-Bolts @ Post Base � Miminum # Knee Brace Screws - J i 114" 5/16" 318" 1/2" iN4bN i i0Z 2" x 3" x 0.050" 1'-6" 7 2" x 4" x 0.050" 1'-6" n U♦ ' v n yes Cn n Z N/A" n N/A" N/A" N/A" N/A" N/A" 2" X 2" 3 2" x 3" x 0.050" Hollow Tilt 2" x 2" x 0.044" or 2" x 2" x 0.045" Snap Table 2.3 Schedule of Post to Beam Size and Number of Thru-Bolts Possible w/ Min. Edge Distance of 2-1/2d Aluminum Allov 6063 T-6 Beam Size Minimum Post Size Min. # Thru-Bolts @ Beam (o) Min. # Thru-Bolts @ Post Base Minimum Knee Brace` Miminum # Knee Brace Screws - 114" 5/16" 3/8" 1/2' 114" 5/16" 318" 1/2" Hollow Sections 2'-0" 2" x 3" x 0.050" 1'-6" 2'-6" 2" x 4" x 0.050" 1'-6" yes 1/2" = 1,004 # / bolt 1.67 use 2 yes yes 2" x 2" x 0.044" Cross Beam N/A N/A" N/A" N/A" N/A" N/A" N/A" N/A" N/A" 2" X 2" 3 2" x 3" x 0.050" Hollow Tilt 2" x 2" x 0.044" or 2" x 2" x 0.045" Snap 5 3 3 2 3 2 1 1 2" x 3" x 0.050" 3 2" x 4" x 0.050" Hollow 2" x 3" x 0.045" Hollow or 2" x 3" x 0.045" Snap 7 5 4 3 5 3 3 3 2" x 3" x 0.050" 3 Self Mating Beams 2" x 4" x 0.038" X 0.100" 3" x 3"x 0.060" Scalloped 5 4 2 2 5 3 3 2 2" x 3" x 0.050" 3 2" x 5" x 0.050" X 0.100" 3" x 3"x 0.060" Sc d 7 53 5 3 3 2 2"x 3" x 0.050" 3 2" x 6" x 0.050" X 0.120" 3" x 3"x 0.060" Scalloped 8 6 33 5 3 3 2 2" x 3" x 0.050" 3 x x 3" x 0.093" 10 7 4 5 3 3 2 2" x 4" x 0.050" 3 2" x 8" x 0.072" x 0.224" 3" x 3" x 0.093" 11 9 5 5 5 3 3 2 2" x 4" x 0.050" 3 2" x 9" x 0.072" x 0.224" 3" x 3" x 0.125" 13 10 6 6 5 3 3 2 2" x 4" x 0.050", 3 2" x 9" x 0.082" x 0.306" 4" x 4" x 0.125" 13 11 6 6 7 5 4 3 2" x 4" x 0.050" 3 12"x10"x0092"x0369" 14"x4•'x O1ZY I is 1 is I i� ^� The minimum number of thru bolts is (2) Example: Minimum post/beam may be used as minimum knee brace Number of bolts required for 120 MPH, "B" exposure, Attached (Enclosed) structure; Fasten external screws or clips. See Details MWFRS Design Load 14 PSF -For screw size see wind zone chart load width of post = 12', post spacing = 10', w2 = 14 PSF The minimum size and spacing of stitching screws shall be the same as table 3A.3. Post Uplift = 12' x 10' x 14' = 1680# F. From Table 9.4A' use wall thickness of lesser member Example: use Twali = 0.60" Knee Brace Min. Length Max. Length 2" x 2" x 0.044" 1'-4" 2'-0" 2" x 2" x 0.055" 1' 4" 2'-0" 2" x 2" x 0.093" 1' 4" 2'-0" 2" x 3" x 0.050" 1'-6" 2'-6" 2" x 4" x 0.050" 1'-6" yes Allowable Loads # Bolts Req'd' @ post base I @ beam 1/4" = 468# / bolt 3.52 use 4 yes yes 5/16" = 610 # / bolt 2.75 use 3 yes yes 3/8" = 731 # / bolt 2.29 use 3 yes yes 1/2" = 1,004 # / bolt 1.67 use 2 yes yes These values are good for post base & beam bolts W M -I Z5 Z 1V n 2 M 90 'T1 M M D Z v_ Z n 0 M U) Z C r N 2 M SECTION 7 PRIMARY CONNECTION: (3) 98 SCREWS PER PAN WITH 1" MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER #10 x 1-1/2" S.M.S. (2) PER RAFTER OR TRUSS TAIL 410 x 3/4" S.M.S. @ 12" O.C. EXISTING FASCIA FOR MASONRY USE 1/4" x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. EXISTING HOST STRUCTURE: WOOD FRAME, MASONRY OR OTHER CONSTRUCTION SOLID ROOF PANEL PRODUCTS PAN ROOF ANCHORING DETAILS 0 SEALANT HEADER (SEE NOTE BELOW) LU a ROOF PANEL w #8 x 1/2" S.M.S. (3) PER PAN a (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS 1-1/2" x 1/8" x 11-1/2" PLATE OF 6063 T-5, 3003 H-14 OR 5052 H-32 ROOF PANEL TO FASCIA DETAIL SCALE: 3"= V-0" ROOF PANEL TO WALL DETAIL SCALE: 3" = T-0" SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN (BOTTOM) AND (1) @ RISER (TOP) CAULK ALL EXPOSED SCREW HEADS 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. 1100-123F 130 140 1 150 #8 1 #10 #12 #12 Lawrence E. Bennett, P.E. FL # 16644.PLANS . REVIEWED CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, A 32121 Telephone #: (386) T67 4774 Fax p (386) 767 6556 OF ®N Emall: IabpaCbellsoutft.nat nFORD PAGE @ COPYRIGHT 2008 7-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION, OF IAWRENCE.E.,BENNETT, SOLID ROOF PANEL PRODUCTS ' PAN ROOF ANCHORING DETAILS RIDGE CAP #8 x 9/16" TEK SCREWS @ PAN RIBS EACH SIDE CAULK ALL EXPOS SCREW -� - HEAD WASHERS #8 x 1/2" S. .S. (3) PER PAN AND �1) AT PAN RISER - - - ALTERNA 0 ION: #8 x 1-1/4" SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER WHEN FASTENING TO ALUMINUM USE TRUFAST HD x ("t" + 314") AT 8" O.C. FOR UP TO 130 MPH WIND SPEED EXPOSURE "D"; 6" O.C. FOR ABOVE 130 MPH AND UP TO 150 MPH WIND SPEED EXPOSURE "D" CAULK ALL EXPOSED SWEW HEADS & WA,80ERS FOR PLU OSITE OOFS: 0 x (t + 2" M.S. W/ 1- 4"0 FENDE ASHERS @ 12" O ENGTH = PANEL ICKN S + 1") SECTION 7 SEALANT PAN HEADER (BREAK - FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR q........ �.. GABLED APPLICATION :::::. PAN OR COMPOSITE ROOF PANEL #8 x 1/2" S.M.S. (3) PER PAN ALONG PAN BOTTOM ROOF PANEL TO BEAM DETAIL SCALE: 3"= 1'-0" FOR PAN ROOFS: (3) EACH #8 x 1/2" LONG S.M.S. PER 12" PANEL W/ 3/4" ALUMINUM PAN WASHER ROOF PANEL (PER TABLES SECTION 7) SUPPORTING BEAM (PER TABLES) ROOF B ARING ELE T (SH N) AND 24" O.C. @ RING ELEMENT (SIDE L4J WALLS) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 3"= 1'-0" 'VLANS R�Yl�wt:L) Lawrence E.- Bennett; P:E.--FL'# ,16644 FOR ® CIVIL "& 1. STRUCTURAL,ENGINEERINGCi'm P.O. Box 214388 South Daytona; 332121 Telephone # (366) 767-4774 Fax # (386) 767.6556 t� Einlil lebpsouth.net t © COPYRIGHT2006 PAGE !� NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, k.: 'I his insfrunico., pi-cparcd by: Richard Ei..Zapf 2867 Stonewall Place it 117 Sm6rd, Fl, 32773 Permit No. STATE OF FL0?- IDA. C£ V'N 7':)F: SEMINOLE I lltl 1111111111 It 111 it 11111111 It III 11 911 11 111 II 11111 III 1 loll MARYANNE MORSE, CLERIC OF CIRCUIT COURT SEMINOLE COUNTY RK M711 Pg 0224; Qpg? CLERK' ,S # 20070802 90 RECORDED 03/31/?�07 01a24:40.PM RECORDING FEES 10.00 RECORDED 9Y M DeUar e� .,.... I;ERTIFIED COPY Tax Folio No. WIAlRYAlV1�E ")PSE CLERK OF f, F. "!T 001I2T SEMI OLE f I JTY. FLORIDA 12-20-30-300-0130-0009 V NOTICE OF COMMENCEMENT DEPUT CLER MAY 3 1 ?or THE UNDERSIGNED hereby gives notice that improvements will be made to certain real property, and in accordance with Chapter 71, 3, Florida Statutes, the follo-Ming information is provided in this Notice of Commencement 1. Descript6ur. of properly (Icgcl des criptiola ofpropeety, ngtd sslrcot nddress Ifavnilablo) MEETS AND BOUNDS 2. Qenr.ml dr ripat g��aLn ement- GEORGE WILLIAMS 3. Owner information: 212 COACHMAN CT a. Name and address- SANFORD, FI 32773 b. Interest in property - c. Name and address of fee simple titleholder (if other than owner): 4. Contractor: Exterior Homesavers, Inc. 2867 Stonewall Place j$: 117 Sanford, FI 32773 407-322-6149 SCC 056734 5. Surety it. Name and address - b. Amount of bond 7. Persons within the State oCFlorida designated by Owner upon whom notices or other documents may be served as pmt;ded by "tion 713.13(1)(x)7-, Florida Statutes: (nnme end address) S. In addition to himself, Owner designates the following person(s) to receive a copy of the Uenor's Notice as provided in Section 713.13(1)(b), Florida Statutes: (name-aftcl address) 9.13zpiralion date of notice of commencement (the expiration date is I year from the date of recording unless a difrircn! <�ate rR s���:siFeci) Sworn to and s��bscr!bec! beCcs� dna =:; ASS M- y T '�' ' f Sa nature of Owner) T hlajr- day of ( 8 Owner's Nwne -o `u n 4 0 ;Votary's Name ry y Address'tq r Votary's Commission ExpIries.. �n s.. ...nu....... • f CARRIAGE COVE REQUEST FOR IMPROVEMENT TODAY'S DATE D,�- / �- D7 PROJECTED DATE WHEN RAPROVEMENT IS TO TAKE PLACE: 0'4(05 3a 460-2 TYPE OF IMPROVEMENT: J t- S� '�'/�/ ?4TIO MATERIALS TO BE USED FOR IMPROVEMENT: d (- PERSON/COMPANY PERSON/COMPANY INSTALLING( SUBCONTRACTOR'S LICENSE NO. PLEASE DRAW A DIAGRAM OF PROPOSED WORK: �x'�C C�WNe2 (`S % S pjS'i`8L� 2 (� C-12- 'AS N /�Lu S� 2 4-> cam.( NOTE: IT IS THE RESPONSIBILITY OF THE HOMEOWNER TO NOTIFY THE UNDERGROUND UTILITY LOCATER (1/8004324770) PRIOR TO THE START OF ANY WORK. SIGNATURE OF RESIDENT: 9??� PRINT NAME OF RESIDENT: (� /%'D/�(j� 1-✓/ L LI ,,F LOT # �? / PZ APPROVAL OF DATE OF APPROV E NO WORK IS TO BEGIN VNTIL'WRITTEN APPROVAL HAS BEEN RECEIVED.