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110 Water Oak Dr - 08-001515 (2008) ALUMINUM SCREEN ROOMCITY OF S_ANFORD PERMIT APPLICATION . Application#: S Submittal Elate: Job Address: L 3 —7 Value of Work: $ T9i o Parcel ID: 1 —,7-0 ' "st% ' (%®% ' © 1 Zoning: Historic District: L uDescriptionofWork: A,M .Se_,c. 46Cm a x )1?t NG S6L,4 l'ttI 2PSquareFootage: 1' I......................... ,. .................................................................... Permit Type: Building l3 Electrical Mechanical Plumbing O Fire Sprinkler/Alarm Pool Sign 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 Commercial Occupancy Type: Residential Commercial. Industrial O Occupancy Use Group(s):, Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required) 0 Q Property Owner: wa Contractor:,!C_y—( Address: 11.0Address:7 L 3277 / Scrtr2C 2`77 Phone: y-3 (-93 0 E-mail: Phone:?-3z J State License Number: r Bonding Company: Mortgage Lender: 1 X ya 7 330 fop Address: Address: Architec En ineer: Phone:3 10_ 174!7" 9YZI Address: ft, Z Fax: Plan Review Contact Person: ,Lar Phone: % px: E-mail: L5 tG. 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 compliance with 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. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. 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. gept nce of permit is verifcation that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. r --. f0 a Agent_11Date Si -nature of Contractor/, nt Date Agent's NaApe r Prat Contractor/Agent's Name, E I S Own Agent is' Ploduced ID APPROVALS: ZONING: of Florida Date Neieseeaeseaweerutleenn n u su sRDH. ZApF 08857 ZJ13IZ011 Pally * byWK@*. Q6, Inc UTIL: FD: of u. nw• n•ee•en Contra t@7 Agent is _ Personally Known toMe or roducedID ENG: BLDG: I IV tbtntmtr C=3w Esipt n 4110= 10 ibridaB Naory ma Assn_ Inc0..... ,...................... Special Conditions: Rev 07.07 t/n w Siyi- I . . - , _ , . , , I _ , . r , 1 /p ® ® p p` ®+® State Cert. SCC056734 d, EXTERIOREP10®i'9 ®9VAESi!%EAl 7y INC. 2867 STONEWALL PLACE SANFORD, FLORIDA 32773 coalo ORANGE SEMINOLE FAX j 407-365-8390 407-322-6149 407-330-9098 www.exteriorhomesavers.com Email: exteriorhome@exteriorhomesavers.com r OWNER _ ' Ll/J 1 N ,rJ C DATEDATE 9 - )d ' cl HOME q .2 i - q 3 q E ADDRESS 1/ 0 1AI,g-TF-k- 041 P 2 , WORK FAX CITY SA OEM 0 ST ZIP ? 2 7 ? 3 CELI , 3S - Yy 5'- 3;_0 Y The undersigned Contractor agrees to furnish the following materials, improvements, labor and/or services: PATIO III SIDING CONCRETE SPR CO ANS 12 -< 12— INS 2— F131 WALLS S HEIGHT E 6 GUTTER i Z DWS ( ELB 3 - VAL / /2 /- 6 DOOR 1 - L-IA, K-PLATE 16 INS rj SCRN / PET DOOR S M T. COLOR 4'-'li )'iri` SIDING STYLE COLOR INSUL GABLES VENTS SOFFIT. CEILING FASCIA WIN/TRIM DOOR/TRIM BEAMS light d/bell -ant shut b/bars nos. WINDOWS ON xi ii 1 6 CC Nc 2N7Z Co vsv Rv //rn/J f'CPLI ocni PANE w CC'mPasl n-- K0C r (. I C'Tn z s y.5JIM i" kIcKPi.B1--r- T— Glass Vinyl Temper S/ Pane D/ Pane Clear Tinted FRAME Bronze White Vert Horz O N C [7 Q o2 .4-- oC rJ`12 L1 s' I G rV --tY5 C CD l;' , YJF (a" — Owner agrees to pay Contractor for all labor terial aI ALL FOR THE SUM OF- I y DEPOSIT: __( r, Q q—k,( 1) CASH 0 00 . 00 1 `A99. o t) CREDIT CARD (3) FINANCE ASSOCIATION? ............... YES J NO No rn),, rnTFTIOMrW- - t nrurn rnATFC YES 57 I', — IIII• AYIO.:OHNSON, CFA, ASA 1 C *. - DI _ _ _:.y APPRAISER_ bl - -, °, _ I 3r?.!IlJOLE COUtY7Y Ft- 1101 E. FiRST ST SANFORD. FL 32771-1468 407 - 665 - 7506 11 71 ii y 2008 WORKING VALUE SUMMARY Amendment 1 impact not reflected. I GENERAL f Value Method: Itvlarnei t Parcel ! d: 11-20-3n_50c_nr_,n,n_!1-7r? Number of Buildings: 1 Owner: RUSHING KELVIN & REBECCA Depreciated Bldg Value: $107,554 Mailing Address: 110 WATER OAK DR Depreciated EXFT Value: $0 City,State, ZipCode: SANFORD FL 32773 Land Value (Market): 524.000 Property Address: 110 WATER OAK DR SANFORD 32773 Land Value Ag. $0 Subdi`iislon Nafne: HIDDEN LAKE `JiLLAS i i i J.; ,i!:3'Xc: d :-:: - Tax District: S1-SANFORD Assessed Value (SOH): 3. J0 45 Exemptions: 00- HOMESTEAD (2005) Exempt Value. 0ii0 Der: n+ r3.TO+'?NHOME Taxable Value• u4 I I Tax Est7mator i i I PortabilityCalculator ! SALES 2007 VALUE SUMMMARY Deed DateBookPageAmountVactimpQualifiedTaxAmount( without SOH): $2.242 WARRANTY DEED039,2C04 05482 1479 9112 000 Improved Yes W^RRANTY DEED 041:1904 02771 1556 $50.000 flnproved Yes 2007 Tax Bill Amount: .; 362 WARRANTY DEED 1211993 02717 1787 550.000 improved Yes Sage Our Homes /SOH) Savincis= A.RRANTY DEED 0211989 02051 1333 $52.000 Improved Yes 2007 Taxable Value: $7/ 3.005 DOES NOT INCLUDE NON -AD VALOREM t^,/ARR.ANT`( DEED 05 1985 01648 1093 S57.300 Improved Yes ASSESSMENTS I ind Co-rarable. Sales—,:;;:i— thisSubdivision 1 LEGAL DESCRIPTION LAND PLATS PICK Land AssessMethodFrontageDepthLandUnitsUnitPriceLandValueLOTn, C 24,000100 m7. OCC J--+..... lLCh LV I i ! HiL.IUCN LAnC VILLNJ PH 4 Pi7 Lo 6 v CJv 2ZuJi BUILDING INFORMATION i R1L! V. B? rjP Grr_.SS h!Y!I?L• Est. -osl Bld Type Fixtures Ext Wa!! B1d Value Num Blt SF SF SF New B,: dr1hrg SIN' JL ST - -, uc 7 417itR1` 1 i,_I S'I-:,: n _.11A, '>(17 Appendage / Sc;ft OPEN PORCH UNFINISHED Appendage I Sqft OPEN PORCH FINISHED i 52 Appendage / Sgft GARAGE FINISHED 1324 NOTE: Appendage Codes included in Living Area Base Upper Story Base Upper Story Finished Apartment. Enclosed Porch Finished. Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes tf you recently purchased a honiesteaded property your next year's piopedy tax will be based on Just/Market value. SITE EXPOSURE EVALUATION FORM QUADRANT[ ! I 1500, I EXPOSURE I I I I 600' I I QUADRANTIV I 4V I QUADRANTII 600, EXPOSURE 40' 600 — EXPOSURE I I - l I i 600' I I I Ia 1500' — — — ' II I ! I I QUADRANT III I 1500' I EXPOSURE I II I NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE . SCALE: 1" = 800' USING THE FOLLOAMNG CRITERIA, EVALUATE EACH QUADRANT AND MARK IT AS'B','C', OR'D' EXPOSURE. ' C' OR'D' EXPOSURE IN ANY QUADRANT MAKE jFE SITE THAT EXPOSURE. 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: G EVALUATED BY: c KA 2 DATE: `I' -Lie SIGNATURE: LICENSE #: 'c c oSG 7 3 4 b- 14 Design Check List for Screen I Vinyl Room (Page 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 Supple ents, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & it -A; Exposure B' or'C' or'D' ; Importance Factor 0.87 for 100 MPH and 0.77 for 1.10 MPH and higher, 120 MPH or MPH for 3 second wind gust velocity load; Basic Wind Pressure It Design Pressures for Screen / Vinyl Rooms can be found on page 3A-ii: a. "B" exposure = / I PSF for Roofs & / PSF for Walls b. "C' exposure = PSF for Roofs & PSF for Walls c. "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: I have inspected and verify that the host structure is in good repair and attachments made to the structure will be solid. ve-K/129 -2-4eOj' r Phone: Contractor / Authorized Rep' Name (please print) VA 2 Date: C) Contractor Contractor / Authorized Rep' Signature Rosi,(irJG 110 w 1z- oky-- Drt-. .C4rukcyo 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 .............. ................ ..... C. Contractors / Designer's name, address, phone number, & signature on plans .... v _ D. Site exposure form completed ................................................. 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 .................. 3. Beam span, spacing, & size ................................................ G — 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 A . I . I - / I cr Beam allowable span conversions from 120 MPH wind zone, "B" Exposure to 0 MPH wind zone and/or "C" or "D" Exposure for load width (•S Look up span on 120 MPH table and apply the following formula: Span / Height Required Span @ 120 MPH @ / r e MPH b or d) x /, p° 6(b or d) x (b or d) = 0, ^ -' Wind Zone Multiplier" Exposure Multiplier" Must have attended Engineer's Continuing Education Class within the past two years. Appropriate multiplier from page 3A4i and page 3A4Ii. b-7 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 0 MPH wind zone andlor'C' Exposure for load hwidth Look up span on 120 MPH table and apply the following formula: Span / Height rRequired Span @ 120 MPH i @ / / d MPH k (b or d) x • p° 7 (b or d) x (b or d) = 11i Wind Zone Multiplier" _1 I Exposure Multiplier" Yes 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.............................................................. 3. Beam to beam............................................................. 4. Chair rail, pudins, & knee braces to beams & uprights ........................ 5. Extruded gutter connection ................................................."' 6. U-clip, angles and/or sole plate to deck ...................................... E. Foundation detail type & size ..........:....................................... Notes: Appropriate multiplier from page 3A41 and 3A-fii. b t r ST, 0 lnl 'T 0/1 K PO-c, POS CD 1 4 11, 5c vz 0- I'j Zoom o I-j Cor-AC SL46 P v r 7 "c .2- , C -t Y ni y o C- I<-- li, t Kos m EXTERIOR HOMESAVERS, INC. 2867 Stonewall Place Sanford, FL 32773 I SCREEN, ACRYLIC 8L VINYL ROOMS SECTION 3A INTERIOR BEAM SEE TABLES 3A.1.3) HOST STRUCTURE= OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 HOST STRUCTURE OR FOURTH WALL FRAME r— USE BEAM TO WALL DETAIL RIDGE BEAM SEE TABLES 3A.1.4) TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, .P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214388, SouM Day'.". R 32121 rel.Plw„o tr, t3es) T87.4na Fax st (3es) T87 SS8 Emat °Ie0PeQbd$WV * f a PAGE COPYRIGHT 2008 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT RE 3A-1 r 4 i f, I COMPOSITE ROOF PANELS:. 4)1/4" x 4" LAG BOLTS W/'' 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 0 SECTION 3A i IS PANELS ATTACHED CAP R 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" 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.) TYPICAL UPRIGHT DETAIL SCALE: 3"-- 1'-0" Lawrence Er Bennett, P E. FL # 16644 CIVIL :&-STRUCTURAL ENGINEERING P.O Box 214368 Soutti Daytona FI 32121 Emali "lebpe®beA net PAGEt` COPYRIGHT 2006 r NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PE s RMISSION OF IAWRENCE E. BENNETT SOLID ROOFPANELPRODUCTS SECTION 7 PAN ROOF ANCHORING DETAILS RIDGE CAP SEALANT PAN HEADER (BREAK - FORMED OR EXT.) 98 x 9/16" TEK SCREWS @ HEADERS AND PANELS ONPANRIBSEACHSIDE _ BOTH SIDES OF BEAM FOR CAULK ALL EXPOSED SCREW - ` 9 _...:...:.. ,, GABLED APPLICATION HEADS & WASHERS 48 x 1/2" S.M.S. (3) PER PAN ' AND (1) AT PAN RISER _ - - ALTERNATE CONNECTION: PAN OR COMPOSITE ROOF 8 x 1-1/4" SCREWS (3) PER PANEL PAN INTO BEAM THROUGH BOXED END OF PAN AND #8 x 1/2" S.M.S. (3) PER PAN HEADER - ALONG PAN BOTTOM ROOF PANEL TO BEAM DETAIL WHEN FASTENING TO SCALE: 3" = T-O" ALUMINUM USE TRUFAST HD x t" + 3/4") AT 8" O.C. FOR UP I FOR PAN ROOFS: i TO 130 MPH WIND SPEED1 A (3) EACH #8 x 1/2" LONG S.M.S. EXPOSURE "D"; 6" O.C. FOR PER 12" PANEL W/ 3/4" ABOVE 130 MPH AND UP TO I ' "" ALUMINUM PAN WASHER 150 MPH WIND SPEED EXPOSURE "D" CAULK ALL EXPOSED SCREW 7 HEADS & WASHERS ROOF PANEL FOR COMPOSITE. ROOFS: ( PER TABLES SECTION 7) 10 x (t + 1/2") S.M.S. W/ SUPPORTING BEAM 1-1/4"0 FENDER WASHERS (PER TABLES) @ 12" O.C. (LENGTH = PANEL THICKNESS + 1") @ ROOF BEARING ELEMENT ; SHOWN) AND 24" O.C. @ NON -BEARING ELEMENT (SIDE WALLS) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 21 CW. South Daylong, R 32121 Tolgptwr,. It: (3t>8) 7tf74 . Fax t (356) 757.65M Emol: lebpaCt»9soutRnet COPYRIGHT 2000 PAGE .. NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERmWON OF LAWRENCE E BENNETT, P. 7-21 SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER 10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL 10 X 314" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. 8 x 112" S.M.S. SPACED ' @-8" O.C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL T EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE SCALE: 3" = T-0" #14 x 1/2" WAFER HEADED WOOD FRAME, MASONRY OR S.M.S. SPACED @ 12" O.C. OTHER CONSTRUCTION FOR MASONRY USE: 2)1/4" x 1-1/4" MASONRY ANCHOR OR EQUAL @ 12" O.C. FOR WOOD USE: 14 x 1-1/2" S.M.S. OR WOOD. SCREWS @ 12" O.C. FLOOR PANEL TO WALL DETAIL FLOOR PANEL SCALE: 3" = V-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 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S 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 OBI A LOAD FROM 120 M.P.M. 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: l 00 -1231 130 140 150 8 1 #10 #12 #12 Lawrence E. Bennett, PE. 'FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Bon 214M, "OoyOono,li W121Tdoptmm t (3e>en 70T-4T74 41 E° fk (3B8) 707 8 w PAGE a H a7a r nP COPYNGHT20007- 4 NOTTO SE REPROOMEO IN WHOLEOR IN PART WITHOUT=1 SOLID ROOF PANEL PRODUCTS W URE TM Lawrence E. Bennett, P.E. FL# 16644 Iuminum Cor OratlOnEliteAp CIVIL & STRUCTURAL ENGINEERING P.O Box 214368 South Daytona, R 32121 Panel Pioeuar 1801 N.W. 64th Street Telephone # (388) 767-4T74 Fax (388) 767 BSSIi < _ FL Lauderdale, FL 33309 Email Ietielllsouth nMh Tel: ( 954) 491-3700 Fax: (9,54) 491-1433 PAGE gg COPYRIGHT2006+ i t l IN OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT O.E. ff NOTTOBEREPRODUCEDWHOLEfZ U e zi y _ _ "` - ; i• s t :' 3 , a SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1-110 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 11.0 #/SF (47.1 #/SF for Max. Cantilever) Aluminum Alloy 6063 T-6 2"x2"x0.044" 2"x2"x0.055" Load Width (ft.) Max. Span 'L' I (bending W or deflection 'd') 11 & 2 Span 3 Span 4 Span Max. p p p Cantilever Load L Max. Span 'L' I (bending 'b' or deflection 'd') Width (ft.) 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 5'-4" d 6'-7" d 6'-9" d 0'-11" d 5 5'-8" d 6-11" d T-1" d 1'-0" d 5' "d 6'-2" d 6'-4" d 0'-11" d 6 5'-4" d 6'-7" d 6'-8" d 0'-11" d 7 j 4'-9" 5'-11" d 5'-11" b 0'-10" d 7 5'-1" d 6'-3" d 6'-4" d 0'-11" d d 5'-8" d 5'-7" b 0'-10" 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'-10" d 10 4'-3" d 5'-2" b 4'-1rt" b 0'-9" d 10 d 5'-6" d 5'-5" b 0'-10" d 11 4'-l" d 4'-11" b 4'-9" b 0'-9" d 11 dt4'-3" 5'-4A d T-2" b 0'-10" d 12 T-11" d 4'-B" b 4'-7" b 0'-9" d 12 d 5'-2" b 4'-11" b 0'-9" d 3" x 2" x 0.045" 3" x 2" x 0.070" Load Width (ft.) ax. Span'L' I (bending'b' or deflectlon'd') 2 Span 3 S n 4 Span Max. r1&p p Cantilever Load Max. Span'L' I (bending'b' or deflection'd') Width (f .) 1& 2 Span 3 Span 4 Span Max. Cantilever 5 6'-0" d T-5" d T-7" d 1'-1" d 5 6'-9" d 8'-5" d 8'-7" d 1'-3" d 6 5'_8" d T-0" d T-2" d 1'-W d 1 6 6'-5" d T-11" d 8'-0" d 1'-2" d 7 5'-5" d 6'-8" d 6'-10' d 0'-11" d 7 T-1" d T-6" d T-8" d 1'-1" d 8 5'-2" d 6'-4" d 6'-5" b 0'-11" d B 5'-10" d T-2" d T-4" d 1'-1" d 9 4'-11" d 6'-2" d 6'-1" b 0'-11" d 9 1 5'-7" d 1 6'-11" d T-0" d I I -V d 10 4'-9" d 5'-11" d 5'-9" b 0'-10" d 10 5-5" d 1 6'-8" d 6'-9" bftu. 11 4'-8" d 5'-8" b 5'-6" b 0'-10"d 11 5'-3" d 6'-5"d 6'-5" b124'-6" d 5'-5" b 5'-3", b 0'-10" d 12 5'-1" d 6'-3' d 6'-2" b 2" x 3" x 0.045" 1 Load I Max: Spa I (bending 'b' or detlection'd') I Width (fL) Max. 1 8 2 Span 3 Span 4 Span Cantilever 4 x" A "•"4" Load Max. Span I (bending'b' or deflection'd') Width (f .) Max- 1& 2 Span 3 Span 4 Span Cantilever 5 T-6" d 9'-3" d 9'-5" d 1'4" d 5 T-8" d I 11'-11" d 12'-2" b 1'-9" d 6 T-0" d 8'-B" d 8'-8" b 1'-3" d 6 9'-1" d 11'-3" d 11'-1" b 1'-8" d 7 6'-8" d 1 8'-3" d 8'-l" b 1'-3" d 7 8'-8" d 10'-B" b 10'-3" b 1'-7" d B 6'-5" d 1 T-9" b T-6' b 1'-2" d 8 8'-3" d 9'-11" b 9'-7" b 1'-6" d 9 6'-2" d T4" b T-1" b 1'-1" d 9 T-11" d 9'-5" b 9'-1" b 1'-5" d 10 5'-11' d 6'-11" b 6'-9" b 1'-1" d 10 d 8'-11" b B'-7" b 11 5'-9" d 6'-8" b 6'-5" b T-1" d 11 td-] d 8'-6" b 8'-2" b 1'-4" d 12 5'-7" d 6'4" b 6'-2" b 1'-0" d 12 8'-1" b T-10" 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. a 2. Spans may be interpolated. Lawrence E: Bennett, P,E: FL # 16644 x CIVILA STRUCTURAL ENGINEERING P O Box 214388 SouM Daytwie 'R 32121 f Toleplions p (388) 787-477,4a Fex it .(388) T87.8558r all pe®begso4 h.net wEmleb' of Z ?I uR COPYRIGHT2008 ;• ! 1 k k p NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT P E. m SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T4 Vnr l anrrnd wind natal .& 44n UDU vsInditw- ueinn daninn Inad of 130 AMF Sections 3'-0" 3'-6" Tributary Load Width W a Purlin SpaciV o Vr I S'-0" 5'-6"I 6'-0" I F.6" Allowable Hef ht 'H' I banding W or daflection'd' I T-0" T-6' 2" x 2" x 0.044" Hollow T-6' b 6'-11' bi V-G bi 6'-2' b 5-10" b 5'-T b 5W b 5'-1' b 4'-11' b V-9' b 2" x 2" x 0.055' Hollow 8'-10" b V-2" b T-8° b T-2" b 6'-10" b 6W b 6'-T b 5-11' b V-90 b 5-T b 3" x 2" x 0.045" Hollow 8W b T-8' b T-2' b 6'-9° b 6 -F b V-2° b 5'-10° b 5'-8" b 5'-0' b G-T b 3" x 2" " Hollow 11'-1• b IV-T b 9'-T b 9'-1' b V-T b W-2' b T-10' b T-T b T-° b T-0° b x 3" x 0.045' low 10'-2' b 9'-5" b 8'-9' 8'-T b T-10' b T-6" b T-2' b 6'-114 b 6'-8° b 6'-5" b Hollow 10'-8' b 9'-11• b b 8'-9" b 8'-T b T-11" b Tr b Tom° b 6'-11" b V-96 b 2" x 5" x 0.OW Hollow 13'-9" b 17-V b 11'-11" b 11'-' b 10'-8• b 10'-2" b 9'-9' b 9'-4° b W-W b 8'-9° b 2" x 4" x 0.046" S.M.B. 15-6' b 14'-4' b 13'-5• b 12'-8" b IT-W b I V-50 b 10'-11" b 10'-6" b IV-20 WAO° b 2" x 5" x 0.050" S M.B. 18'-6•' b 1T-1' b 16'4" b 15'-1- b 14'-4" b 131-W b 13'-1' b 12'-T b IT -I" b I V-8" b 2" x 6" x 0.050" S.M.B. 19'-T b 1T-10" b 16'-8" b 15-9' b 14'-11- b 14'-3- b 13'-8" b 13'-1- b 12'-7" b 12'-2- b 2" x 2" x 0.044' S 9'-2' b W4r b T-11" b T-6' b T-1" b 6'-9' b 6'-6" b 6'-T b 5'-11' b 5'-9" b 2" x 3" x 0.046' Snap 10'-5" b 9'-T' b 8'-11° b 81-W b 8'-1° T-4° b T-1° b 6'-10" b 5-7° b 2" x 4"x 0.045" Sna W-3' b IV-5' b 9'-9' b 9'-2° b 8'-8' T-1 V b T-T b T-4' b T-.'1" b3" x 3" x 0.045' Fluted 9'-1' b 8'-5' b T-10' b T-5" b T-0' V-5" b 6'-2' b V-11" b 5'-9' b 3' x 3" x 0.060' 3 uare 11'-2" b 10'-4' b 74r b 9'-1' b 8'-8' Vr- W T-11" b T- b T-4" b T-1' b 3" x 3" x O.M' Square 16'-0" b 14'-10' b IT-11' b 13'-1" b 12'-5'b IIW b IVAI" b IV4r b 10'-2' b 3" x 3" x 0.125" Square 19'-1" b 1T-8" b IV-T b 15'-T b 14'-10"b 13W b 17-11' b 17-V b 12'-1" b 4" x 4" x 0.125" Square 24'-T b 22'-11' b 21'-5' b 20'-2" b 19'-2"b 1T-6" b 16'-9° b 16'-2" b For 3 second wind gust at 120 MPH velocity; using assign ioaa oT ia.0 W+ or TributaryLoad Width W a Puriin S t sections T-0" 3'-6' 4 -0" 4'-6' I 5-0" 1 5'-6" 1 6'-0" 1 F-6- 1 T Allowable He ht 'H' 1 banding b' or deflection 'd' 2" x 2" x 0.044" Hollow V-11' b 6'-6• bl 6'-1" b 5'-9' b 5'-5' b 5'-2" b 4'-11' b 4'-9' bj 4'-T b 4'-5" b 2" x 2" x 0.055' Hollow 8'-2" b T-T b T-1" b 6'-8' b 94' b 6'-1" b 5'-10" b 5'-T b 5'-4" b 5'-2' b 3" x 2" x 0.045" Hollow T-9" b 72" b 6'-8" b 6'-4' b V-11- b 6-T b. 5W b 5'-3• b 5'-1` S 4'-11- b 3" x 2" x 0.070' Hollow 10'-4' b 9'-7' b 8'-11' b 8'-5' b 8'-0' b T-W b T-4' b T-T b 6'-T b V-6' b 2" x 3" x 0.045" Hollow 9'-5" b 8'-9' b 8'-2" b TV b 74" b 6'-11' b 6'-8' b V-5' b 6'-2' b 5'-11' b 2" x 4" x 0.050' Hollow 9'-11" b 9'-2" b 8'-7" b 8'-1" b T-8° bI T-4" bl T-0• b V-9' b V-6' b 6'-3" b 2" x 5" x 0.062" Hollow 12'-10' b 11'-11' b I I'-1' b 10'-6' b 9'-1 V bi 9'-6' b 9'-1" bi 8'-9° bi 8'-5" b 8'-I- b 2" x 4" x 0.046" S.M.B. 14'-5" b 13W b 12W b 11'-10" b 11'-2• b 1V-8" b 10'-3' bI 9'-10' bI 9'-5' b 9'-2' b 2" x 5" x 0.050" S.M.B. 1T-3" b 15'-1 V b 14'-11' b 14'-1• b 13'-4' . b 12'-9' b 12'-2' b 11W b 11'-3" b 10'-11' b 2" x 6" x 0.050' S.M.B. 1T-11" b 16'-T b 16-6' b W-8' b 1T-11" b 13'-3' b 12'-8' b 12'-2' b 11'-9" b 11'-4' b 2" x 2" x 0.044" Snap 8'-6" b T-11" b T-5' b V-11" b 6'-T b 6'-4" b 6'-0" b 5'-9' b 5'-T b 5'-5• b 2" x 3" x 0.045' Snap 9'-8' b 8'-11" bi 8'-5" b T-11" b T-6' b T-2' b VAT b V-T b 6-4' b 6-1• b 2" x 4" x 0.045" Snap 10'-5" b 9'-8" b 9'-1" b 8'-6' b 8'-1" b I T-9• b T-5" b 77 b 6'-10" b V-7" b 3" x 3" x 0.045" Fluted 8'-5" b T-10' b 74" b V-1 V b 6'-6" bj 8'-3- b V-11- b 5'-9• b V-W b 56W b 3" x 3" x 0.060" Square 10'-5" b 9'77" b V-1 V bi 6-6" b 8'-0" b T-8' b T-4' b T-1" b VA O" b 6'-7" b 3" x 3" x 0.093" Square 14'-11' b 13'-10• b 12'-11' b IT-2' b IV-ri b 11'-0" b 10'-T b 10'-2' b 9'-9" b 9'-5' b 3" x 3" x 0.125" Square 1T-9" b 16'-6' b 15'-5" b 14'-6" b 13'-9" b IT-2" b 12'-T b 12'-1' b 11'-8' b 11'-3" b 4" x 4" x 0A25" Square 23'-0" b 21'4- b 19'-11" bl 18+& -,b 1T-10" b 16'-11' b 16'-3" b IT-8" b 15'-1" b 14'-T b 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 maybe interpolated. EVISED APRIL 2007 1 Permit #: I Project Name: 08-1515 Screen Room Address: 110 Water Oak Dr Plans Reviewed By: Richard Denman 407.330.5656 The' Permit Hs Subject To The Following Comments THE FOLLOWING ARE STANDARD COMMENTS: Notice: In addition to the requirements of the Permit, there may be additional restrictions applicable to this property that may 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. 1. Any connections that may be hidden during the installation shall be inspected prior to covering. 2. Inspections shall not be given unless the Approved Plans and Permit are posted in a prominent location and protected from the elements until all inspections are complete. 3. All permits require final inspection. Failure to do so may result in charges being filed with the Department of Business And Professional Regulation. 4. Permits shall expire if work has not begun within six months of date of issuance. 5. All current Florida Building Codes are to be complied with. 6. Any error or omission in this plan review shall not be construed to grant approval of any violation of any adopted Codes or Municipal Ordinances of this Jurisdiction. 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 YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. SECTION 713.135 FLORIDA STATUTES. PERMIT # .f'/T DATE: A 3. Js' co CF) 0 CT) pt Wf IL 1A 10) E 1, 0 1 x W L-j _ij L L m In In co 0 DI A 2- u V EXTERIOR HOMESAVERS, INC. 2867 Stonewall Place Sanford, FL 32773 2-3 SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A INTERIOR BEAM SEE TABLES,3A.1.3) HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE 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) TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, .P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Bo: 214368. South Daytona. R 32121 Talepha+e,M ,(39b)767-4T74N Fex » {3B8)787 8558 ErnsO: kDpe®OoBsa lfinst COPYRIGHT2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. 3A-1 SCREEN, ACRYLIC & VINYL ROOMS 7) COMPOSITE.ROOF PANELS:. 4)114" x 4" LAG BOLTS W/ 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: 3" = 1'-0" SECTION 3A 1 0IS PANELS ATTACHED P C AP [7 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2" x 2", 2" x 3" OR 3" x 2" 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 2-114" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING xw t x avv, St fi k .?a •" 1 P Daytona 32'TV.W 8 w' P.O. Box 214368 South Fl small ti labp beA net r 4 PAGE COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE F. BENNETT P.E 3A'7 h,. t F.x r•. '.t'l'Xi'al.. '. u - . e ":.ref .,: w..M .. ..:..• ' sue SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.1.1-110 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 11.0 #ISF (47A #ISF for Max. Cantilever) Aluminum Alloy 6063 T-6 2" x 2" x 0.044" 2" x 2" x 0.055" Load Max. Span I (bending'b' or deflection'd') Load Max. Span I (bending'b' or deflect) n'd') Width (f .) 1 8 2 S an 3 S an 4 Span Max. Width (f .) 1& 2 Span 3 Span 4 Span Mom' p p Cantilever Cantilever 5 5'-4" d 7" 6'-9" d 0'-11" d 5 5'-8" d 6-11" d 7'-1" d 1'-0" d 5' " d I 6'- " 6'4". d 0'-11" d 6 5'-4" d 6'-7' d 6'-8" d 0'-11" d T-11" b 0'-1T d 7 5'-1" d 6'-3" d 6'-4" d 0'-11" d d F" d 5'-7" b 0'-10" d 8 4'-10" d 5'-11" d 6'-1" b 0'-11" d 9 4'-5" d 5'-5" 5'-3" b 0'-10" d 9 4'-8" d 5'-9' 10 4'-3" d 5'-2" 4'-10' b 0'-9" d 10 4'-6" d 5'-6" d 5'-5" b 0'-10" d 11 4'-1' d 4'-11"4'-9" lb b 0'-9" d 11 4'-4" d 1 5'-4" d T-2" b 0'-10" d 12 3'-11" 4' 7" b 0'-9" d 12 4'-3" d 5'-2' b 4'-11' b 0'-9" d 3" x 2" x 0:045" 3" x 2" x 0.070" Load Width (ft.) Max. Span 'L' I (bendIng'b' or deflection'd') 1& 2 S an 3 S n 4 S an Max. p p Cantllever Load Max. Span'L' I (bending'b' or deflection 'd') Width (ft.) 1& 2 Span 3 Span 4 Span Max. Cantilever 5 6'-0" d T-5" d T-7" d 1'-1" d 5 6'-9" d 8'-5" d 8'-7" d 1'-3" d 6 5'-8" d T-0" d 7'-2' d T-0" d 6 6'-5" d T-11" d 8'-0" d 1'-2" d 7 1 5'-5" d 6'-8" d 6'-10' d 0'-11" d 7 6-1" d T-6' d T-8" d 1'-l" d 8 1 5'-2" d 6'-4" d 6'-5' b 0'-11" d 8 F-10" d T-2" d 7'-4" d 1'-1" d d b' -2" d 6'-1" b 0'-11" d 9 5'-7" d 6'-11" d T-0' d 1'-0" d 10 4'-9' d 5'-11" d 5'-9' b 0'-10" d 10 5'-5" d 6'-8" d 6' 9" b 0'-11" d 11 4'-8" d 5'-8" b 5'-6" b 0'-10" d 11 5'-3" d 6'-5' d 6'-5" b 0'-11" d 12 4'-6" d 5'-5" b 5'-3" b 0'-10" d 12 5'-1' d 6'-3" d 6'-2' b 0'-11" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span 'L' 1 (bending'b' or deflection'd') Load Max. Span '12 1 (bending'b' or deflection'd') 1 & 2 Span 3 Span 4 Span Max. Width (f .) 1 & 2 Span 3 Span 4 Span Max. Cantilever p Cantilever 5 7'-6" d 9'-3" d 9'-5" d 1'4" d 5 9'-8- d 11'-11" d 12'-2" b 1'-9" d 6 T-0" d 8'-B' d 8'-8" b 1'-3" d 6 T-1" d 11'-3" d 11'-1' b 1'-8" d 7 6'-8" d 8'-3" d 8'-1" b 1'-3" d 7 B'-8" d 10'-8" b 10'-3" b 1 1-7- d 8 6'-5" d 1 T-9" b 7'-6" b 1'-2" d 8 8'-3" d 9'-11' b 9'-7" b 1'-6" d 9 6'-2" d T-4" b 7'-l" b 10 5'-11' d 6-11" b 6'-9' b 1'-1" d 10 7'-B" d 8'-11' b 8'-7" b 1'-5" d 11 5-9" d 6'-F" b 6'-5" b 1'-1" d 11 7'-5" d 8'-6' b B'-2" b 1'-4" d 12 5'-7" d. 6'-4' b 6'-2" b 1'-0" d 12 T-3" d 8'-1" b T-10" b 1 1'X 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. i 2. Spans may be interpolated. Lawrence E. Bennett, P,.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daylong. Ft 32121 Tolaptwia W. (386) 767-4774 Fax P (3t18) 767-sw ri p a Emall.'lebpo®beBiclAti riet " COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E : ,' 3A' 11 6 SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6053 T-6 For 3 second wind gust at 110 MPH velocity; using design load of 13.0 SISF Tributary - Load Width W a Purtin Sections T-0" 3'-6" 4'-6" 5'-0' 5'-6" e Allowable He ht 'H' I banding V or, 2" x 2" x 0.044" Hollow T-W bi V-11' bi V-8" bi 9-2' bi 5-10" bl 5-7' bi 5 SECTION 3A 6'-8" i T-0" 2" x 2" x 0.055" Hollow 8'-IV bi 8'-2' bi r4r bj T-2" bl 6'-10' b V-W bi 8'-3- bl 5-1 3" x 2" x 0.045" Hollow 1 8'-4' b '7'48' bi T-2' bl 6'-9' bl V-F bj V-2' bi SAW b 64 x 3' x 0. low 1 10'-2" bi 9'-5" 8'-9' " V-3" bi T-1W 01 r-W Hollow 10'-W bi 9'-11' b bl V-9- bl 8'-3' bi T-11' 2" x 5" x 0.062' Hollow 13'-9' b 17-9' b 11'-11' bi I V-3' bi 10'-8' bl 10'-2' 2" x 4" x 0.046" S.M.B. 15'-6" b 14'-V b 13'-5' bl 12'-8" bl 17-T b 11'-5' 2' x 5" x 0.050" S.M.B. 18'-6' b 1T-1' b 16'-0' bi 15-1' b 14'-4' b 13'-8' 2" x 6" x 0.050" S M.B 19'-3' b 1T-10' b 16'48' bl 15-9' b 14'-11' b 14'7 442" x2" x 0.0" Snap 9'-2' bi 8'-6' b T-11• b T-T b T-1" b V-9' 2" x 3" x 0.045' Snap 10'-5" bl 9'-T b V-1.V bi 8'-W b 8'-1' b T-8" 2' x 4" x 0.045" Snap 11'-3' bi 10'-5" bi 9'-9" bi 9'-2' b 8W b 8'-T 3" x 3" x 0.045" Fluted 9'-1" bl 8'-5- bi T-10- bi 7-5" b T-0' bi V-8' 3" x 3" x 0.060" Square 11'-Y b 10'-4' b 9'-8' b 9'-1- b 8'-8" b 8'-3' 3" x 3" x 0.093" Square 16'-0" b 14'MI' 1IS-11" b IVA" b 12'-5' b 11'-10' 3" x 3" x 0.125" Square 19'-1' b 1T 16'-T b 15-T' b 14'-10' b 14'-1- 4" x 4" x 0.125' Square 24'-9' b 22' 21'-5' b 20'-2' b 19'-2" b 18'-3" For 3 second wind gust at 120 MPH velocity; using design load of 15.0 SISF Sections 3'-0" 3'4' 1 Tributary 4'-0" I 4'-6" Allowable He Load Width W o, 1 54" 1 546' ht 'H' I bandin 2" x 2" x 0.044" Hollow 6'-11' b V-W b V-1" b 5'-9" b 5'-5" b 5-2' 2" x 2" x 0.055" Hollow 8'-2- b T-7" b T-1' b 6'-8' b 6'-4- b 6--1- 3" x 2" x 0.045" Hollow T-9" b T-2" b 4r b V-4- b 5'-11" b 5'-8- 3' x 2' x 0.070" Hallow 10'-4" hi 9'-T bl V-11" bl 8'-5" bi 8'-0' bl T-8'- 2' x 3" x 0.045" Hollow 9'-5- b 8'-9' bl 8'-2" bi T-9' b T-4' bi V-11' bj 61-8" bj V-5* bi 6'-2' b T-11' b 2" x 4" x 0.050" Hollow 9'-11- b 9'-2" bl. 8'-T bi 8'-1' b T-W bi T-4" bi T-0' bi 6'-9' bj V-6' b 6'-3' b 2" x 5" x 0.062" Hollow 12'-10" b 1 V-1 V bj 11'-1' bj 10'-6- b 9'-11" bj 9'-6- bj 9'-1' b 8'-9- b W-W b 8'-1- b 2" x 4" x 0.046" S.M.B. 14'-5' b 13'-4 bi 12'-6" bj 11'-10" b I V-2' bl 1V-W bl IV-3* bl 9'-10° b 9'-5' b 9'-2' b 2" x 5" x 0.050' S.M.B. 1 1T-3" b 1 15'-11' b 14'-1 t' bl 14'-1' b 13'4" bj 12'-9' bl 12'-2" b 11'-8" b 1 V-3' b 10'-11' b 2" x 6" x 0.050" S.M.B. I 1T-11" bl 1V-7' b 16-6" bj 14'-8' bi IT-11" bj 13'-3" bj 12'-8' bj 12'-2- bj 11'-9- bl 11'4" b 2" x 2" x 0.044" Snap 1 8'-6" bl T-1 V b T-5- bj V-1'1" bj 6'-T bi 6'-4- bt 6'-0' bi V-9' bi 5'-T' b 5-5- b 2" x 3" x 0.045" Snap 9'-8' bj 9-11" b 8'-5' bj T-11' bi T-6" bl T-2' bl 6'-10' bj 6'-T' bi V-4' b V-1" b 2" x 4" x 0.045" Snap 10%5' bl 9'-8' b 9'-1' bi V-6* bj 8'-1" bj T-9' bj T-5' b T-1' b V-10' b V-T' b 3" x 3" x 0.045" Fluted 8'-5" b T-10' bi T-4" bi V-11' b, V-6' bj V-3" bj V-11' bj 5'-9' bj 5'-8' b 5-4' b 3" x 3" x 0.060" Square 19-5" b 9'-T b 8'-1 V b 8' 6' b 8'-0' b T-8' b T-d' b T-1' b 6'-10' b 6'-T b 3" x 3" x 0.093" Square 14'-11" b 13'-10' bj 12'-11' b 12'-2" bI 11'-7'j b I V-0' b 19-7" b 10'-2' b 9'-9" b 9-5' b 3' x 3" x 0.125' Square iT-9" b 16'-6" bj 15'-5- b 14'-6" b 13'-9" b 13'-2" b 12'-7- bj 12'-1' b 1l'-8' b 11'-3" b 4" x 4" x 0.125" Square 23'-0" b 21'-4' b 1VA V b 18W .*1 1T-10- b 16'-11" b 16'-3- b 15'-8' b 15'-1' b 14'-i' b 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 rnzy be interpolated. IEVISED APRIL 2007 1 __ Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, F1 32121 Telephone lk (386) 757.4T74 Fox k: (386) 767-8W Ernot hbpo®belbouth net PAOa cOPYRIGw2m Ar NOT TO BE REPROOIICED IN WHOLE OR IN PART VNTHOUT THE WRrrTEN PERMISSM OF LAWRENCE E. SENNETT. P.E. 3A"25 i i SECTION 7 SOLID ROOF PANEL PRODUCTS COMPOSITE ROOF ANCHORING DETAILS u m EXISTING TRUSS OR RAFTER - 10 x 1-1/2' S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL 10 X 3/4" S.M.S. OR WOOD 1 SCREW SPACED @ 12" O.C. 8 x IW S.M.S. SPACED @ 8" O:C. BOTH SIDES CAULK ALL EXPOSED SCREW HEADS ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL EXISTING HOST STRUCTURE SCALE: 3" = 1'-0" #14 x 1/2" WAFER HEADED WOOD FRAME, MASONRY OR S.M.S. SPACED @ 12" O.C. OTHER CONSTRUCTION FOR MASONRY USE: 2)1/4" x 1-1/4" MASONRY WCHOR OR EQUAL @ 12" O.C. FOR WOOD USE: 14 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. FLOOR PANEL TO WALL DETAIL FLOOR PANEL SCALE: 3" = T-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 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S 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 Oil A LOAD FROM 120 M.P.M. 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: 1100-1231 130 1 140 1 150 8 1 #10 1 #12 1 #12 Lawrence E. Bennett, P.E. FL-4 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214M, 8,Ah Days aM F132121 Tolt0io r t (385) T07 4714 ptti!l'lx p: pr) m4556Emot PAGE COPYRI tff 2m 7-4 NOTTO BE REPROOLICEO iN WHOLE OR iN PARTWil cl iai..,.,.,nU,:x: ih,.:eriasax.•rt.•,,.,s;, C IF SOLID ROOF PANEL -PRODUCTS SECTION 7 PAN ROOF ANCHORING DETAILS RIDGE CAP SEALANT PAN HEADER (BREAK - FORMED OR EXT.) 8 x 9/16" 7EK SCREWS @ HEADERS AND PANELS ONPANRIBSEACHSIDE _ BOTH SIDES OF BEAM FOR CAULK ALL EXPOSED SCREW / _ - f : .... GABLED APPLICATION HEADS & WASHERS 8 x 1l2" S.M.S. (3) PER PAN AND (1) AT PAN RISER _ _ = - ....... .......:: ALTERNATE CONNECTION: PAN OR COMPOSITE ROOF 8 x 1-1/4" SCREWS (3) PER PANEL PAN INTO BEAM THROUGH BOXED END OF PAN AND #8 x 1/2" S.M.S. (3) PER PAN HEADER - ALONG PAN BOTTOM ROOF PANEL TO BEAM DETAIL WHEN FASTENING TO SCALE: 3" = V-0" ALUMINUM USE TRUFAST HD x t" + 3/4") AT 8" O.C. FOR UP I _ FOR PAN ROOFS: TO 130 MPH WIND SPEED EXPOSURE "D"; 6" O.C. FOR ( 3) EACH 98 x 1/2" LONG S.M.S. ABOVE 130 MPH AND UP TO ....::: ...:.:: PER 12" PANEL W/ 3/4" 150 MPH WIND SPEED --........ .:..:. ALUMINUM PAN WASHER EXPOSURE "D" I .:.::.::.: ... CAULK ALL EXPOSED SCREW 7 HEADS & WASHERS ROOF PANEL FOR COMPOSITE ROOFS: ( PER TABLES SECTION 7) 10 x (t + 1/2") S.M.S. W/ SUPPORTING BEAM 1-1/4"0 FENDER WASHERS (PER TABLES) @ 12" O.C. (LENGTH = PANEL THICKNESS + 1") @ ROOF BEARING ELEMENT SHOWN) AND 24" O.C. @ NON -BEARING ELEMENT (SIDE WALLS) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214,W, SouN Daytona, R 32121 TalaPtwn t (386) 757-4774 Fax t: (388) 757-85W Ema9: hbPoGt4soutknot COPYRIGHT 2004 PAGE NOT TO 8E 7'21REPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERAASSIONOfL.\VMNCE I—BENNETT. P.E 2 SECTION 7SOLIDROOFPANELPRODUCTS Lai r$ 19 n 0L Lawrence E. Bennett, P.E. FL,# 16644 Elite Aluminum Corporation CIVIL & STRUCTURAL ENGINEERING 1801 N.W. 64th Street P.O. Box 214368. South Daytona, R 32121 Telephone it. (386) 767-4774 Fax V. (366) 757.6555 FL Lauderdale, FL 33309 Email: Isbpebteasouth net " Tel: (954) 491-3700 Fax: (954) 491-1433 i PAGE 1,E'r;Tfw COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. " 7 35 ' Crry OF SANFORD BUILDING AND FIRE PREVENTION DYVIsioN PO Box 1788 SANFORD, FLORIDA 32772 PRONE. 407.330.5656 FAx: 407.328.3859 PLAN REVIEW COMMENTS Date: May 6, 2008 Contact Person: Richard Zapf Contact Phone Number: 407-322-6149 Contact E-mail Address: Permit Application Number: 08-1515 Project (Description: Screened Room Job Address: 110 Water Oak Dr. Contact Fax Number: 407-330-9098 The following is a list of the areas of the submitted plans that contained deficiencies in the required information. The deficiencies noted must be addressed before the plans can be approved. Changes to plans shall be submitted on the same size format as the original submittal. Changes to construction documents that require an Architect or Engineer's seal must be submitted with the appropriate seal. STRUCTURAL S-1 The framing plan is incomplete at the sidewalls Any error or omission in this plan review shall not be construed to grant approval of any violation ofany ofthe adopted codes or municipal ordinances ofthis jurisdiction. Please direct any questions you may have to Richard Denman at 407.330.5656 or fax to 407.328.3859. You may also contact me by e-mail at denmanr@sanfordfl.gov. Respectfully, P4va sww4 c / &&%m 994#z6 n I- L. hp' LaserJet 3015 HP LASERJET FAX May-6-2008 8:35AM Fax Call Report i n v e n't Job Date Time Type Identification Duration Pages Result 129 5/ 6/2008 8:34:06AM Send 94073309098 0:40 1 OK J I 3 OFFICE I r 1 PfLo Pas E V cotic dG'I C1I S r2fK^ Zoom or-j G O N C, S L4 4 PLANS REV'IEWE[DCITYOFSANFORD PERMIT # O DATE, 31 n i i I rn a k 2 a U 0 WATF2 OAK 1i2,