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125 Lakeside Cir - BR08-001517 (WINDOWS) DOCUMENTSRECEIVED MAY 0 12008 CITY OF SANFORD PERMIT 4PPLICATION Application # : U( / Submittal Date: Job Address: % 3— t,.9't Gli /! v14 Value of Work: S *4; &I Parcel ID: // IRL 0 J JJ 5 Q 0`77Pning: Historic District: Description of Work: /T "i e5y" Square Footage: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service —# of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential K Non -Residential Replacement New (Duct Layout & Energy Cale. 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 k Commercial Industrial Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) J ..... Property Owner: el n C®X Contractor: +l • Address: /off6— `/% Address-a 7 Phone:Y07 710 PlforPe' / 4f%X License Number: C,:? G ®S-? Bonding Company: /4 -G L 1LY7`/ e 4/ Mortgage Lender: .411 A Address: Address: Architect/Engineer' ..4-(N1eil — Phone: Address: Plan Review Contact Person: Phone: Fax: Fax: E-mail: 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 othergovern nefff-alentities such as water management districts, state agencies, or federal agencies. APP pthe owner of the pro' pea of he r pin Signature of T ntr etAg PrintContractoHPul FD: ENG: Florida Lien Law, FS 713 S11= 401' RYAN OORION Notary Pum is - Slate of F!o'tiltla 4 Comdsaion ExOm Mar 27, 2011 CommisslItn O DD 656310 Special Conditions: 1 V Rev 07.07 0 ) i0 lllillIA"it Big Bowl Palm IRI111I11111N Iffl II IIa THIS INSTRUMENT PRE R ED BY: Name:. -01 7 Address.;...::, 1 n u SEMINOLE COUNTY State o on 1 rLORIDA!$ NATURAL CHOICE P- 7,7 Permit Number WYMNE IORSE, CLERK O CIRCU171' L`Q MT SEMINOL.E MNTY BK %983 Pp 1994 % (1 pn) C;L E RWI S# ic'OO805 7 a 2— RECORDED 05101/ 8 18e58:20 PN RECORDINS FEES 10.00 RECORDED BY T Smith NOTICE OF COMMENCEMENT Parcel ID Number (PID) 2 6 y o lG ly 0000 0.5-;7 G? The undersigned hereby gives notice that improvement 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. DESCRIPTION OF PROPERTY (Legal description of the.property and street address if available) GENERAL DESCRIPTION OF IMPROVEMENT OWNER INFORMATION Name and address: CONTRACTOR Name and address: i 3 ,;k- 7. Persons within the State of Florida Designated by Owner upon whom notice or other documents may served as provided by Section 713.13(1)(b), Florida Statutes. Name and, address: In addition to himself, Ownelresignates Al`' Section 713.13(1)(b , Florida Statu es. a copy of the Lienor's Notice as Provided in M 1? Expiration Date of Notice of Commencement: The expiration date is 1 year from date of recording unless a different date is specified. WARNING TO OWNER: ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13, FLORIDASTATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVMENTS TO YOUR PROPERTY. A NOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK OR RECORDING YOUR NOTICE OF COMMENCEMENT. STATE OF FLORIDA COUNTY OF SEMINOLE 4 OWNERS SIGNATURE OWNERS PRINTED NAME NOTE: Per Florida Statute 713.13(1) (g), owner must sign...... and no one else may be permitted to sign in his or her stead." The foregoing instrument was acknowledged before me this Y 0 day of r , 20 Q by l-l•'i'Cl iiWho s personally known to me Name --of making statement OR who has produced identification type of identification produced C p S E VERIFICATIONPURSUANT TO SECTION 92.525, FLORIDA STATUTES.IAR`{ ANC MO O R10A UNDER PENALTIES OF PERJURY, I DECLARE THAT I HAVE READ THE FOREGOING AND THAT THE Fd EFoS' p TIFI IfiLOR. ARE TRUE- MTHE BEST OF MY KNOWLE96F AND BELIEF. S M1t1 SIGNATURE OF NATURAL PERSON SIGNING. ABOVE o q BRYAN DORION Nota"f) State of Florida t My Commission ExOres Mar 27, 2011 Commission # DD 06310 otary Signature OF F ;,,', Bwded Through National Notary Assn. nun' cnf ate. M; m OMIT ki to 6T) 2-- 92- o) t e! r! UZ-1 -- _ — a.. rrssr +.0 C4C J—iaC tjxamQf fuk recorded fn Plat Eopk r pwaQ 79-80.%blfe ROCOMS of S#Mj tale Cr'o+crui R. FlGrfda. i Y`NvWIl r R-=55_ 0 J L- 70.71 Delta= 73'39'55' T 56 L=47.06' Delta•=25-40,51 " rjWd RscwtRr.O-IiOl V4tW 0$-'06-05 a Lot 6( Lot 56 RL L d1 l Mf An°r 6.0 d Design Check List for Screen / Vinyl Room (Page 1 of 2) I. 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 Supplements, Chapter 20, ASM35 and The 2005 Aluminum Design Manual Part I -A & II -A; Exposure B' or'C' . or'D'_; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH orl''...J MPH for 3 second wind gust velocity load; Basic Wind Pressure ; Design Pressures for Screen / Vinyl Rooms can be found on page 3A-ii: a. "B" exposure = 4L_PSF for Roofs & / LPSF for Walls b. "C" exposure =LYXPSF for Roofs & -PSF for Walls c. "D" exposure / PSF for Roofs &t UPSF 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. II. 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 soli . Ll Phone: / }' J Y `/W Contractor / Authorized Rep ame (please print) 2 ' Date:r' D Contractor / uthorized ep* Signature Cox Job Name & Address Note: Projection of room from host structure shall not exceed 16'. III. Building Permit Application Package contains the following: Yes,. No A. Project name & address on plans .............................................. B. Site plan or survey with enclosure location ....................... . ............. —ter C. Contractor's / Designer's name, address, phone number, & signature on plans dd 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 i/ projection from host structure 2. Front and side elevation views with all dimensions & heights ....... ..... ..... 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 girls size, length, & spacing ........ ............................ Select chair rails from appropriate 3A.2 series les) 6. Knee braces length, location, & size ........................................ Check Table 3A.3 for knee brace size) IV. Highlight details from Aluminum Struct es Design Manual: Yes A. Beam & purlin tables w/ sizes, thick ss, spacing, & spans / lengths. Indicate ...... Section 3A tables used: Beam allowable spar, conve 'ons from 120 MPH wind zone, "B" Exposure to wind zone an r "C" or "D" Exposure for load widthMMPH Look up span on 120 table and apply the following formula: Height Require Span PH bord)x(b ord)x(bord)= tiplierExposure Multiplier ed Engineer's Continuing Education Class within the past twplierfrompage3AAandpage3A-111. b-7 v, No 80 us-lz 3rs. i Design Check List for Screen / Vinyl Room (Page 2 of 2) B. Upright tables w/ sizes, thickness, spacing, & heights ........................... — Tables 3A.2.1, 3A2.2, or 3A.2.3) Upright or wall member allowable height / span conversions from 120 MPH wind zone V Exposure to % MPH wind zone and/or'C' Exposure for load width: Look up span on 120 MPH table and apply the following formula: Span / Height , tQ- Required Span @ 120 MPH j„ It (b or d) xJ (b or d) x 1 C9 (b or d) = j ° MPH C Wind Zone Multiplier Exposure Multiplier YNo C. Table 3A.3 with beam & upright combination if applicable .. _ ..... _ et D. Connection details to be used such as: 1. Beam to upright........................................................... — 2. Beam to wall ................. .................................... 3. Beam to beam............................................................. 4. Chair rail, purlins, & knee braces to beams & uprights 5. Extruded gutter. connection ................................................. 41 6. U-clip, angles and/or sole plate to deck ........................ .. :Z — E. Foundation detail type & size ........ — Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b- 8 General Notes and Specifications for Section 3A Tables: The structures designed for Section 3A are solid roofs with screen or vinyl walls and are considered to be enclosed I structures designed to be married town existing structure. i The design wind loads used for screen & vinyl rooms are from Chapter 20 of the 2004 Florida Building Code w/ 2006 Supplements. The loads assume a mean roof height of less than 30'; roof slope of 0° to 20°; 1 = 0.87 for 100 MPH zone, I I = 0.77 for 110 MPH and higher zones. All loads are based on 20 / 20 screen or larger. All pressures shown in the below table are in PSF (#/SF). Negative internal pressure coefficient is 0.18 for enclosed. structures., Anchors for composite panel roof systems were computed on a load width of 10' and 16' projection with a 2' overhang. I Any greater load width shall be site specific. All:fframin:gcomponents are considered to be 6063-T6 alloy. For components of 6005-T5 and 6061=T6 multiply spans by13. I ection 3A, Design Loads for Screen; Acrylic & Vinyl Rooms Exposure"B" Basic Wind Pressure Screen Rooms Vinyl Rooms Over Hang All Roofs Roof Walls 100 MPH 13.0 10.0 12.0 46.8 ` 110 MPH 14.0 11.0 13.0 47.1 120 MPH 17.0 13.0 15.0 48.3 123 MPH 18.0 13.3 15.9 50:8 130 MPH 2O.0 15.0 18.0 56.6 140-1 MPH 23.0 17.0 21.1 65.7 140-2 MPH 23.0 17.0 24.0 65.7 150 MPH 26.0 20.0 20.0 75.4 Note: Framing systems of screen, vinyl and glass rooms are considered to be main frame resistance components. To convert the above loads from Exposure "B" to Exposures "C" or "D" see Table 3A-C next page. Table 3A-A Conversion Factors for Screen & Vinyl Rooms From 120 MPH Wind Zone to Others. Exposure "B" Roof Walls Wind Zone MPH Applied Load SF) Deflection d) Bending b) Applied Load SF) Deflection d) Bending b) 100 10.0 1.09 1.14 12.0 1.08 1.12 110 11.0 1.06 1.09. 13.0 1.05 1.07 120 13.0 1.00 1.00 15.0 1.00 1.00 123 13.3 0.99 0.99 15.9 0.98 0.97 130 15.0 0.95 0.93 18.0 0.94 0.91 140-1 &2 17.0 0.91 0.87 21.0 0.89 0.85 150 20.0 0.87 0.81 24.0 0.85 0.79 Table 3A-B Conversion Factors for Over Hangs, From exnosure "B" to exnosure "C" Wind Zone MPH Applied Load SF) Deflection d) Bending b) 100 46.8 1.01 1.02 110 47.1 1.01 1.01 120 48.3 1.00 1.00 123 50.8 0.98 0.97 130 56.6 1 0.95 0.92 140-1 65.7 0.90" 0.86 140-2 65.7 0.90 0.86 150 75.4 0.86 0.80 3A ii G. _ p e , SITE EXPOSURE EVALUATION FORM I I I I QUADRANTI 1500, EXPOSURE 1 I I i 150V I 600' QUADRANT IV 40. I QUADRANT II 600' 600' — I EXPOSURE EXPOSURE_ i I 40' I I I 600' I i I----1509 — — I: i I I I I i QUADRANT III 1500' I EXPOSURE u I I I 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. j' 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. I 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. 1. EXPOSURE D: FLAT, UNOBSTRUCTED ARE WINLINEANDAREEXPOSEDTO DAARE 1,500 FT INLAND FROM THE SHRE FLOWING OVER WATER FOR A DISTANOE OF AT LEAST 1 MILE. DATE: J SITE IS EXPOSURE: EVALUATED BY: SIGNATURE: LICENSE M f t b-14 I I' Lawrence E. Bennett, P.E. P.O. Box 214368, South Daytona, FL 32121 386-767-4774 fax:386-767-6556 January 1, 2008 TO ALL BUILDING DEPARTMENTS Re: Master. File Engineering ALUMINUM STRUCTURES DESIGN MANUAL" 2004 Florida Building Code with 2006 Supplements 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 2008. Authorization is on a January to January basis regardless 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. The following contractor/company is hereby added to my 2008 MASTERFILE LIST: Kent Prager Prager Builders 2938 Stonewall PI Sanford, FL 32773 CBC053007 Should you heany, qt ease contact me at your convenience. Y Sincerely C g vl SCREEN, ACRYLIC & VINYL ROOMS 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 TYPICAL UPRIGHT DETAIL SCALE: 3" = V-0" SECTION 3A RISER PANELS ATTACHED PERTCHAPTER HEADER ATTACHED TO POST W/ MIN_ (3) 410 x 1-1/2" S.M.S_ IN SCREW BOSSES 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 114" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A 7 o r . SECTION 3A EDGE BEAM 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT 1" x 2" OPEN BACK ATTACHED TO FRONT POST W/ 10 x 1-1/2" S.M.S. MAX. 6" FROM EACH END OF POST AND 24" O.C. SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S., HROUGH SPLINE GROOVES IDE WALL HEADER kTACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2" i. M.S. IDE WALL GIRT ATTACHED TO x 2" OPEN BACK W/ MIN. (3) 10 x 1-1/2" S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO ONCRETE W/ 1 /4" x ')-I IA" ONCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND VALLS MIN. 1" FROM EDGE OF ONC'RETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Fl 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS 2 x 2 MON SION MON MON NOTES: 1. Door to be attached to structure with minimum two (2) hinges. 2. Each hinge to be attached to structure with minimum four (4) #12 x 3/4" S.M.S.. 3. Each hinge to be attached to door with minimum three (3) #12 x 3/4" S.M.S.. 4. Bottom hinge to be mounted between 10 inches and 20 inches from ground. 5. Top hinge to be mounted between 10 inches and 20 inches from top of door. 6. If door location is adjacent to upright a 1" x 2" x 0.044" may be fastened to upright with #12 x 1" S.M.S. at 12" on center and within 3" from end of upright. TYPICAL SCREEN DOOR CONNECTION DETAIL SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 E m ail: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 3A / '' O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2"1 ,Allowable right Hei h , Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum -_Alloy 6063 T-6 SECTION 3A ror a beuunu iI/11N aura I m -y" .. ..a - --.a...--- - Tributary Width W = Purfin Spaciin Sections 0" 3'-6" 4'-0" T 4'-6" 5•,0 5'-6" 6--07. 1 6'-6" 1 7'-0" Allowable Height H' 1 bandingb' or deflection'd' 2" x 2" x 0.0W Hollow 74 b 6'-11" b 6.6" b 6'-2" b VAX b 5'-7' b 5.'-4" b 5'-1" b 4'-11" b 4'-9° b 2" x 2x 1055" Hollow 8'-10" b 8'-2° b T-8" b 7'-2- b V-10' b V-6" b 6'-3' b 5'-11' b 5'-9" b 5'-7" b 3" x 2" x 0.045" . Hollow 8'-4" b 7'-8' b T-2" b 6'-9" b 6'-5" b 6'-2- b 5'-10' b 5'-0" b 5'-5° b 5'-3" b Hollow 1T-1". b 10'-3" b 9'-7" b 9'-1" bMN-41 8'-2- b T-10" b 7'-7" b 7'-0" b T-0" b x 0. Hollow 10'-2" b 9'-5" b 8'-9- b 8'-0" b T-6" b T 2' b 6'-11' b 6'-0" b 61-5" b 2" x 4' x 0.050' Hollow 10'-6' b 9'-11" b 9'-0" b 8'-9" bR7"b" b T-7" b r-3 b 6'-11" b 6'-9- b 2" x 5" x 0.062" Hollow 13'-9" b 12'-9" b 11'-11" b 11'-3" b" b 9'-9' b 9'-4- b 9'-0" b 8'-9- b 2' x 4" x 0.046" S.M.B. 16-W b 14'-4" b 13'-0" b 12'-8" b' b 10'-11" b 10'-6" b 10'-2" b 9'-10" b 2" x 5" x 0.050' S.M.B. 18'-0' b iT-1' b 16'-0- b 15'-1" b" b 13'71" b 17-7' b 12'-1" b 11'$" b 2" x 6" x 0.050" S.M.B._ 19'-3" b 1 T-10' b 16'-8" b 15'-9" b 14'-11" b3" b 1 T-8" b I X-1" b 12'-7" b 12'-2' b 2" x 2" x 0.044" Snap 9'-2' b 8'-0" b T-11" b T-6" b T71" b" b 6'-6" b 6'-3" b 5'-11' b 5'-9" b 2" x 3" x 0.045" Snap 10'-5° b 9'-7' b 8'-11' b 8'-6' b 8'-1' b" b T- VbT- 1'" b 6'-10"b 6'-T b 2" x 4" x 0.045" Snap 11'-3" b 10'-5" b 9'-9- b 9'-2- b 8'-8" b' b 7'-1" b 7'° bT-1'b 3" x 3" x 0.045" Fluted 9'-1" b 8'-5" b T-10' b T-5" b T-0" b' b 6'-" b V-11"b 5-9° b 3"x 3" x 0.060" _ Square 11-2" b 1 V-4' b• 9'-8" b 9'-1' b 8'-8" b' b 7'-1" b T-4" b T-1 " b3" x 3" x 0.093" Square 16'-0" b 14'-10" b 13'-11"b 13'-1- b 12V b0" b 11'1" b 1 V-6" b 10'-2° b3"x3"x0.125" S are 19'-1' b 1T-0" b 16'-7" b 15'-7" b 14'-10- b1' b 13'1" b 12'-0' b 17-1" b4" x 4" x 0.125" Square 24'-9" b 27-11' b 21'-5" b 20'-2" b 19'-2" b 18'-3- b 1 T' b 16'-2' b 15'-8" b Tributary LoadLoad Width W = Purlin Spacing Sections 3'-0" 1 3'.6 1 4--0" 1 4'4i" 1 5'-0" 51-6" 6'-0" 1 6'-6" 7'-0" 1 7'.6" Allowable Height H' / ndin 'b' or deflection'er 2" x 2" x 0.044" Hollow 6'-11' b 1 6'-6" b 6'-1' b 5'-9" b 5'-5" b 5'-2" b 4'-11" b 4'-9" b 4'-7" b 4'-5" b 2" x 2" x 0.055" Hollow 8'-2" b T-7" b T-1" b 6'-8" b 6'-4" b 6'-1" b 5'-10" b 5'-7- b 5'-4" b 5'-2' b 3" x 2" x 0.045" Hollow 7'-9" b 7'-2" ` b 6'-8" b 6'-4" b 5'-11" b 51-8" b 5'-6' b 5'3" b 5'-1" b 4'-11' b 3" x 2" x 0.070" Hollow 10'-4" b 9'-7" b 8'A 1' b 8'-5" b W-T b 7'-8' b T-4" b T-0" b 6'-9" b 6'-6" b 2" x 3" x 0.045" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6'-11' b 6'-8" b 6'-5" b 6'-2" b 5'-11' b 2" x 4"x 0.050" Hollow 9'-11" b 9'-2" b 8'-T b 8'-1' b 7'-8" b 7'-4' b T-0" b 6'-9" b 6'-6" b 6'-3' b 2" x 5" x 0.062" Hollow 17-10" b 11'-11" b 11'-1" b 10'-0" b 9'-11" b 9'-6" b 9'-1' b 8'-9" b 8'-5" b 8'-1" b 2" x 4" x 0.046" S.M.B. 14'-0" b 13'-4" b 12'-6' b 11'-10' b 11'-2' b 10'-6' b 10''' b 9'-10" b 9'-5" b 9'-2" b 2" x 5" x 0.050" S.M.B. 1T-" b 15'-11" b 14'-11' b 14'-l" b 13'" b 17-9' b 17-2" b 11'' b 11'-3" b 10'-1 V b 2" x 6" x 0.050" S.M.B. 1 T-11" b 16'-T' b 15'-6° b 14'-6" b 13'-11" b 13'-3" b 17-0" b 17-2" b 11'-9° b 11' 4" b 2" x 2" x 0.044" Snap 8'-0' b 7'-11" b 7-5" b 6'-11' b 6'-T b 6'-4" b 6'-0' b 5'-9" b 5'-7" b 5'-5' b 2" x 3" x 0.045" Snap 9' 8' b 8'-11' b 8' 5" b T-11" b 7'-6" b T-2' b 6'-10" b 6'-T b 6'-4' b 6'-1" b 2" x 4" x 0.045' Snap 10'-r b 91-8" b. 9'-1" b 8'-6" b 8'-1" b T-9" b. T-5' b T-1' b 6'-10" b 6'-T b 3" x 3" x 0.045" Fluted 8'-0' b T-10" b T4" b 6'-11" b 6'-6" b 6'-W b 5--11" b 5'-9" b 5'-6' b 5'-4" b 3" x 3" x 0.060" Square 10'-0" b 9'-7" b 8'-11" - b 8'-6' b 8'-0" b 7'-0" b 7'-4" b T-1' b 6'-10" b 6'-7° b 3" x 3" x 0.093" Square 14'-11" b 13'-10" b 12'-11" b 17-2" b 11'-r b I V-0" b 10'-T' b 10'-2" bj 9'-9' b 9'-5' b 3" x 3" x 0.125" Square 1 T-9" b 16'-6" b 15'-5" b. 14'-6' b 13'-9" b 13'-2" b 17-T b 12'-1" bl 11'-8" b 1 l'-3" b 4" x 4" x 0.125" Square 23'-0" b 21'-4" b 19'-11" bi 18'-9" bi 1T-10" b 16-11" b 19-3" b 16-8" hl 15'-l' b 14'4- b Notes: 1. Above spans do not include length of.knee brace. Add horizontal distance from upright to oenter of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. REVISED APRIL 2007 Lawrence E.. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Bar 214368, South DayWm. Fl 32121 Teleptlorte # (386),767-4774 Fax tk. (386) 767-M% Finafl: W)pe@beft0Ldh.net PAGE COPYRIGHT 2006 s CJNOTTOBEREPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEE. BFIJNETT, P.E 3A"` SECTION 3A 1/4" x 6" RAWL TAPPER THROUGH 1" x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP @ EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC 81 VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) 1) #5 O BARS W/ 3" COVER TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = 1'-0" 2" MIN (2) #5 BAR CONT. 1" PER FT. MAX. FOR 3-1/2!'-f ( 1) #5 BAR CONT. 7-0" MIN. ALL ABS) 44 BEFORE SLOPE I i\ \ /\\ TYPE I TYPE II TYPE III FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING STEEP SLOPE FOOTING 0-2" / 12" 2" / 12" - V-10" > Notes: 1. The foundations shown are based on a mini nil hAprinn ure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 16-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 3,000 psi concrete with 6 x 6 -10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ® Mesh, InForceTm e3111' (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. All slabs shall be allowed to cure 7 days before installing anchors. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. See additional detail for structures located in Orange County, FL) 6. If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax 4: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT2006 3A-38 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN ENCLOSURE AIEMEWR BY OTHERS ' - WINDOV"I WIDTH III I I SCREEN • I• ` . ENCLOSURE CAULK BETWEENiLI`AEAvBER WINDOW FLANGE BY OTHERS 8 SCREEN ENCLOSURE I' CAULK BETWEEN CAULK BETWEEN I V 1N0 FIA.NG£ WINDOW FLANGE \ SHEEEN r S SCREEN ---,I ENCLOSURE ENCLOSURE A 8 SHEET eVETAL M3SHEET METAL SCREW SCREWUESTALATION L\ INSTALLATIONscRFvIANCHoaz SCREW ANCHOR PEftASM CALLK 8 8 SHEET METAL i By ort*Ts SCREW n • ' SECTION A - A wsnLLA710N SCRTWANCHOR 1FRARiE I NOTES- 1jTHISPROOUCTJy R aUDC iPLY 4VITH THE 2001 FLORIDA BUILDING CODE. SOESIGNE 70 0 I(2}WINCH7W AND VENT MATERIAL SHALL BE 8063 T 5ALUMINUM. Il II I) f (3) WINDOW VENTS SHALL BE RENAVED WHEN WINDS EXCEED 75 MPH AS PER SECTION 2072.3 OF THE cccTTT FL40RIDABUILDING CODE. 4j SHIM AS RECI(D AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX. ALLOWABLE SHIM STACK TO BE 1>g'. USE SHIMS WHERE SPACE GREATER THAN 111T 13 PRESENT. r WINDO4,1 ( 5)#8 x 0.750 SHEET METAL SCREW ANCHORS MUST BE USED. B~ UZ HEIGHT (6) MAX_ ALLOWABLE SPACING OF #8 SHEET METAL SCREWS, WITHIN 8' FROM EACH CORNER AND SPACED 18' O. C. MAX. THEREAFTER. I I I I SEALANT tEHIND FIN WITS RECOAT-EX CAULK. ULK AS. ONTIONOF LATE)(CAULK MUST COMPLY WITH i CO8 AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR METALS TO Ali I A NTROL GALVANIC CORROSION. I ( 9) JAMB I SILL CORN ERS AND ALL ANCHiOR$ TO BE SEALED WITH SMALL JOINT SEAM SEALANT. IVIND0`N FRA!!E ( 10)ALL INSTALLATION ANCHORS MUST BE MADE OF A CORROSION RESISTANT MATERIAL OR COATING. SILL EXTERIDR ELEVATION I JU L CAULK BETWEEN o VANDOW FLANGE - z & SCREEN ENCLOSURE ME SCREEN ENCLOSURE 3 MEMBER v BYOTHERS E 0 ii SECTION B - B E in m c" 0 I 0 LL7N NOTE: TWO TRACK SYSTEM SHOWN, THREE AND FOUR TRACK SYSTEMS HAVE SIMELAR DETAILS. CUSTOM WINDOW SYSTEMS, INC. 981 N. E. 16th STREET OCALA, FLORIDA 34470 TITLE: CUSTOIM WINDOW SYSTEMS ACRYLIC GLAZED ALUMINUM SLIDING WINDBREAKER INSTALLATION INSTRUCTIONS INTO ALUMINUMPORCH ENCLOSURE.' i PH 941 d25`616 FAX 941 423-2420 Tca untitled 4/9) The default design pressure for the 6200 is 35. (FL# 153) folder icons/generic.png 7000 Horizontal Roller 4/13) The default design pressure for the 7000 is 35. (FL# 153) folder icons/generic.png 8100 PVC Frame Single Hung 5/5) The default design pressure for the 8100 is 50. (FL# 4091) Max. Size 51 7/8' x 74 3/4" DLO folder icons/generic.png 8200 PVC Frame Horizontal Roller 5/6) The default design pressure for the 8200 is 30. (FL# 4092) Max. x0 size 84" x 62" DLO Max. xOx size 133" x 62" DLO folder icons/generic.png 8300 PVC Frame Fixed Lite 5/6) The default design pressure for the 8300 is 55. (FL# 4093) Max size 120" x 60" DLO folder icons/generic.png 8400 PVC Frame Awning 2/2) The default design pressure for the 8400 is 60. (FL# 4452) Max. size 35 3/4' x 74 3/4" DLO folder_icons/generic.png 8400 PVC Frame Casement 5/14) The default design pressure for the 8400 is 60. (FL# 4452) Max. size 35 3/4" x 74 3/4" DLO folder_icons/generic.png 8900 PVC Frame sliding Glass Door 1/1) folder icons/generic.png 9000 Sliding Glass Door 3/6) The default design pressure for the 9000 is 35. (FL# 157 Exterior sill) folder icons/generic.png 9200 Sliding Glass Door 4/19) The default design pressure for the 9200: 5' Panels is 35, 4' Panels is 50, all pocket doors 45. (FL# 6479 Interior Sill) FL# 157 Exterior sill) folder icons/generic.png Mullions 1/2) FL# 5777) folder icons/generic.png vinyl Film windows 3/7) NOTE REGARDING BUILDING CODE vinyl Film and Acrylic windbreakers are no longer part of Rule 9B72.060 as they are removable and must have a label adhered per chapter 20 of the Florida Building code 2004. Removable panel SHALL be removed when wind speeds exceed 75 mph (34 m/s). 2008 Custom window Systems Page 2 Florida Building Code, Online http://www flori.dabuilding.org/pr/pr_app_dtl.aspx?param=wGEVX... im07-1101: WIN B. A o i rw BCIS Home Log In '- Hot'Topics Submit Surcharge Stats & Facts: Publications FBC Staff v BCIS Site Map: Links Search'. Product Approval USER: Public User Product Approval Menu > Product _or A Iication_Search > ApplicatioaLjg > Application Detail FL # FL161-R2 Application Type Revision Code version 2004 Application Status Approved yv ; Comments Archived I— Product Manufacturer Custom Window Systems, Inc. Address/Phone/Email 1900 SW 44th Avenue Ocala, FL 34474 352) 368-6922 Ext 207 mlafevre@cws.cc Authorized Signature Michael La Fevre mlafevre@cws.cc Technical Representative Michael La Fevre # Address/Phone/Email 981 NE 16th Street Ocala, FL 34470 352) 368-6922 Ext215 mlafevre@cws.cc Quality Assurance Representative Ralph Emminger Address/Phone/Email 981 NE 16th Street Custom Window Systems, Inc. Ocala, FL 34470 352) 368-6922 ralph@cws.cc Category Exterior Doors Subcategory Swinging Exterior Door Assemblies Compliance Method Certification Mark or Listing Certification Agency Keystone Certifications, Inc. Validated By Referenced Standard and Year (of Standard) Standard ANSI/AAMA/WDMA 101/IS2-97 Equivalence of Product Standards Certified By Product Approval Method Method 1 Option A Year 1997 of 2 2/27/2008 11:06 AM ALUMINUM SCREEN ENCLOSURE MEMBER BY OTHERS. INSTALLATION ANCHOF 8 SMS. CAULK BETWEEN DOOR FLANGE AND SCREEN ENCLOSURE. EXTERIOR DOORFRAME n SILL INSTALLATION ANCHOR, 3/16" DIA. CONCRETE SCREW ANCHOR. CAULK OR SET SILL IN — ONCRETE OR MASONRY. OPENING HEIGHT) DAYLIGHT OPENING WIDTH) -- 250 i0 (MAX. SHIM IAX. SHIM SPACING) ACING) DOOR FRAME, JAMB I EXTERIOR ALUMINUM SCREEN ENCLOSURE MEMBER BY OTHERS. INSTALLATIOP 8 SMS. SECTION B-B LCAULK DOOR FLANGE & N SCREEN ENCLOSURE1.2 BY OTHERS. USE #8 SHEET METAL SCREW ANCHORS WITH FRAME HINGE, LOCKSTRIKE HOLES, NOltS: 1) SHIM AS REQUIRED AT EACH SET OF INSTALLATION ANCHORS USING LOAD BEARING SHIMS. MAX ALLOWABLE SHIM STACK TO BE 1/4". USE SHIMS WHERE SPACE GREATER THAN 1116" IS PRESENT. _ 2) DOOR MATERIAL: 6063-T6 ALUMINUM. 3) #8 SHEET METAL SCREW ANCHORS MUST BE OF SUFFICIENT LENGTH TO ACHIEVE A MIN. EMBEDMENT OF 1/2" INTO ALUMINUM SCREEN ENCLOSURE MEMBER. MAX. ALLOWABLE SPACING BETWEEN SCREW ANCHORS AT HEAD AND JAMBS TO BE 6" FROM CORNERS AND 12 ON CENTER. 4) 3/16" DIA. OR #10 CONCRETE SCREW ANCHORS FOR SILL MUST BE OF SUFFICIENT LENGTH TO ACHIEVE MIN. EMBEDMENT OF 1-1/4" INTO MASONRY OR CONCRETE. MAX. ALLOWABLE SPACING BETWEEN CONCRETE ANCHORS TO BE 6" FROM CORNERS AND 24" ON CENTER. 5) #8 ANCHOR SCREWS ARE TO BE USED, (1) AT EACH HINGE, AND (2) AT EACH LOCK STRIKE PLATE. 6) USE LATEX CAULK OR EQUIVALENT FOR PERIMETER SEAL AROUND EXTERIOR OF DOOR. APPLICATION OF CAULK MUST COMPLY WITH SEALANT MANUFACTURER'S RECOMMENDATIONS. 7 JAMB SILL CORNERS AND THE HEAD OF ALL ANCHORS THROUGH SILL ARE TO BE SEALEDPERIMETERCAULK , o ) BY OTHERS. o ° ITH A SMALL JOINT SEAM SEALANT. v. ) ALL INSTALLATION ANCHORS MUST BE MADE OF CORROSION RESISTANT MATERIALS. v o o ° AN APPROVED MEMBRANE OR MATERIAL SHALL BE PLACED BETWEEN ALL DISSIMILAR L- ETALS TO CONTROL GALVANIC CORROSION. IV 0 INSTALLATION AS STATED HEREIN COMPLIES WITH THEFLORIDA BUILDING CODE. 11250SECTION A -A \--CONCRETE OR MASONRY MIN. EMBEDMENT) BY OTHERS. 1.2 PROPRIETARYAND CONFIDENTIAL THE INFORMATION CONTAINED IN THIS DRAWING IS THE SOLE PROPERTY OF CUSTOM WINDOW SYSTEMS, INC. ANY REPRODUCTION IN PART OR AS A WHOLE WITHOUT THE WRITTEN PERMISSION OF CUSTOM WINDOW SYSTEMS, INC. IS PROHIBITED. VIEW FROM OUTSIDE LOOKING INSIDE. SECTION 2 1 ATTACHED & FREE-STANDING COVERS AND UTILITY SHEDS 0 WJ - ANCHORS (SEE SECTION 9) CONCRETE SLAB OR FOOTING ALUMINUM/STEEL COLUMN U' CHANNEL SEE SECTION 9 FOR CONNECTIONS) MAX. CONCRETE ANCHORS SEE TABLE NEXT PAGE)- FOR POST CONNECTIONS TO WOOD DECKS (2" NOMINAL LUMBER) USE THESE DETAILS W/ WOOD FASTENERS (1-3/8" EMBEDMENT) POST TO CONCRETE CONNECTION INTERNAL OR EXTERNAL RECEIVING CHANNEL SCALE: 3" = V-0" z 2 rn ANCHORS (SEE SECTION 9) CONCRETE SLAB OR FOOTING ALUMINUM / STEEL COLUMN 2" x 2" WITH WALL THICKNESS EQUAL TO OR GREATER THAN COLUMN WALL MAX. CONCRETE ANCHORS SEE TABLE NEXT PAGE)' FOR POST CONNECTIONS TO WOOD DECKS (2" NOMINAL LUMBER) USE THESE DETAILS W/ WOOD FASTENERS (1-3/8" EMBEDMENT) 0 CONCRETE CONNECTION VTERNA PR EXTERNAL ANGLE CLIPS SCALE: 3" = 1'-0" NOTE: ANGLES OR U-CHANNELS SHALL BE A MINIMUM OF 2-1/8" IN HEIGHT AND SHALL BE 0.125" 6063 T-& EXTRUDED ALLOY OR 0.125" 5052 H-32 BREAK FORMED ALLOY Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 7674774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.nel PAGE © COPYRIGHT 2006 2-20 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. FASTENERS, I SECTION 9 Table 9.2 Wood & Concrete Fasteners for Open or Enclosed Buildings Loads and Areas for Screws in Tension Only Maximum Allowable - Load and Attributable Roof Area for 120 MPH Wind Zone (27.42 # / SF) M— wind Rnninnc nthar than 19n MPH 11— Cnnvpminn Tahla at Rnttnm of this nanel CONNECTING TO: WOOD for OPEN or ENCLOSED Buildings Fastener Diameter Length of Embedment Number of Fasteners 1 2 1 3 4 1/4"0 1" 264# - 10 SF 528# - 19 SF 792# - 29 SF 1056 - 39 SF 1- ' 396# - 14 SF 792# - 29 SF 1188# - 43 SF 12Aft - 58 SF 2-1/2" 1 660# - 24 SF 1320# - 48 SF 1980# - 72 SF r2640# - 96 SF 5/16"o 312# - 11 SF 624# - 23 SF 936# - 34 SF 46 F 1-1/2" 468# - 17 SF 936# - 34 SF 1404# - 51 SF 1872# - 68 SF 2-1/2" 780# - 28 SF 1560# - 57 SF 2340# - 85 SF 3120# - 114 SF 3/8"e 1" 356# - 13 SF 712# - 26 SF 1068# - 39 SF 1424# - 52 SF 1-1/2" 1 534# 19 SF 1068# - 39 SF 1602# - 58 SF 2136# - 78 SF 2-1/2" 1 890# - 32 SF 1780# - 65 SF 2670# - 97 SF 3560# -130 SF CONNECTING TO: CONCRETE [Min. 2,500 psi] for PARTIALLY ENCLOSED Buildings Fastener Diameter Length of Embedment Number of Fasteners 1 2 1 3 1 4 TY FASTENER = "Quick Set" Concrete Screw (Raw] Zamac Nailin or Equivalent) 1/4"e 1-1/2" 273# - 10 SF 546# - 20 SF 819# - 30 SF 1092# - 40 SF 2" 316# -12 SF 632# - 23 SF 948# - 35 SF 1264# - 46 SF TYPE OF FASTENER = Concrete Screw (Rawl Tapper or Equivalent) 3/16"o 1-1/4" 288# - 11 SF 576# - 21 SF 864# - 32 SF 1152# - 42 SF 1-3/4" 371# - 14 SF 742# - 27 SF 1113# - 41 SF 1484# - 54 SF 1/4"o 1-1/4" 365# - 13 SF 730# - 27 SF 1095# - 40 SF 1460# - 53 SF 1-3/4" 427# - 16 SF 854# - 31 SF 1281# - 47 SF 1708# - 62 SF 3/8"o 1-1/2" 511# - 19 SF 1022# - 37 SF 1533# - 56 SF 2044# - 75 SF 1-3/4" 703# - 26 SF 1406# - 51 SF 1 2109# - 77 SF 2812# - 103 SF TYPE OF FASTENER = Expansion Bolts (Rawl Power Bolt or Equivalent) 3/8"o 2-1/2" 1050# - 38 SF 2100# - 77 SF 3150# -115 SF 4200# - 153 SF 3-1/2" 1575# - 57 SF 3150# - 115 SF 4725# -172 SF 6300# - 230 SF 1/2"e 3" 1399# - 51 SF 2798# - 102 SF 4197# - 153 SF 5596# - 204 SF 5" 2332# - 85 SF 4664# - 170 SF 6996# - 255 SF 9328# - 340 SF Note: WIND LOAD CONVERSION TABLE: 1. The minimum distance from the edge of the For Wind Zones/Regions other than 120 MPH concrete to the concrete anchor and spacing (Tables Shown), between anchors shall not be less than 5d where d multiply allowable loads and roof areas by the is the anchor diameter. conversion factor. 2. Allowable roof areas are based on loads for Glass / Enclosed Rooms (MWFRS); I = 1.00. 3. For partially enclosed buildings use a multiplier to roof areas of 0.77. 4. For sections 1 & 2 multiply roof areas by 1.30. WIND REGION APPLIED LOAD CONVERSION FACTOR 100 26.6 1.01 110 26.8 1.01 120 27.4 1.00 123 28.9 0.97 130 32.2 0.92 140-1 37.3 0.86 140-2 37.3 0.86 150 42.8 0.80 Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, A 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 9-3 I SECTION 4 STRUCTURES WITH WOOD FRAME WALLS ALUMINUM ROOF SYSTEMS Table 4.1 Allowable Attributable Roof Area per Posts Supporting Conventional Construction Roofs for Enclosed or Partially Enclosed Structures Exposure catagory "B", Importance factor =1.0 Aluminum Post Roof Type / Wind Zone Wind Load = Light 1125 MPH Heavy / 140 MPH Tile./ 150 MPH Applied Load = 37 #/Sq. Ft. 47 #/Sq. Ft. 55 #/Sq. Ft. Maximum rea in Square Feet for Various Loads on Post Height Load (lbs.) 3" x 3" x 0.090' ollow Extrusion - Aluminum Alloy 6063 T-6 11'-10" 5,184 140 110 94 13'-10" 3,888 TS 83 71 15'-10" 3,024 82 64 55 17'-10" 2,268 61 48 41 Height Load (lbs.) 3" x 3" x 0.125" Hollow Extrusion - Aluminum Alloy 6063 T-0 13'-9" 6,912 187 147 126 16'-1" 5,184 140 1 110 94 18'-4" 4,032 109 86 73 20'-7" 3,024 82 64 55 Height Load (lbs.) 4" x 4" x 0.125" Hollow Extrusion -Aluminum Alloy 6063 T-0 15'-9" 9,312 252 198 169 18'-5" 6,984 189 149 127 21--0" 51432 147 116 99 4,074 110 87 74 Steel Post Roof Type / Wind Zone Wind Load = Light / 130 MPH Heavy / 140 MPH Tile / 150 MPH Applied Load = 37 #/Sq. Ft. 47 #/Sq. Ft. 58 #/Sq. Ft. Maximum Allowable Roof Area in Square Feet for Various Loads on Post Height Load (lbs.) 3" x 3" x 14 Gauge Post - 46 k.s.l. Steel 19'-10" 10,050 272 214 183 21'-9" 7,430 201 1 158 135 23'-9" 5,638 152 1 120 103 25'-9" 4,371 118 1 93 79 Height Load (lbs.) 3" x 3" x 11 Gauge Post - 46 k.s.i. Steel 19%8" 15,870 429 338 289 21'-7" 11,730 317 250 213 23'-0" 8,970 242 191 163 25'-6" 6,900 186 147 125 Height Load lbs.) 4" x 4" x 14 Gauge Post - 46 k.s.i. Steel 26'-8" 12,650 342 1 269 230 29'3" 9,350 253 1 199 170 32'-0" 7,150 193 1 152 130 5,500 149 1 117 100 Note: Roof system design loads can be found on the roofs truss package or 47 #/SF may be assumed for a shingled roof or 58 SF for a tile roof. Example: Calculate the roof area needed: Area = A = S ' W where S = post spacing & W = 1 /2(projection from host structure to beam) + over hang For S = 12.0', Projection = 12.0% and overhang = 2.0' W = 1 /2(12.0') + 2.0' = 8% thus, Area = 12' ' 8' = 96 SF Assume a 11'-10" post height, 140 MPH wind zone, and the house truss design package shows 47#/SF design loading. The heavy roof system column applies. There are no conversions for this table. Multiply the roof area needed by 47 #/SF to find the allowable load the post needs to carry. 96 SF ' 47 #/SF = 4,512# Look in the "Maximum Load" column in the table above to find the post that will carry 4,512# at a height of 11'-10". Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 7674774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 4-30 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.