Loading...
1145 Berkman Cir - BR08-000600 (SCREEN ROOM) DOCUMENTSg CITY OF SANFORD PERMIT APPLICATION Application # : nl - (go Submittal Ode: Job Address:-) 1 1''4 N-Cie rr Val of Work Parcel ID: t ` 6 boo :. GQZoning: Historic District: Description of Work: Permit Type: Building X Electrical Mechanical Plumbing Electrical: New Service - # of AMPS Addition/Alteration C Mechanical: Residential Non -Residential Replacement Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial\© Industrial New Square Footage: Fir in larm (% Pool Sign nge of a ice emporary Pole Duct Layout Energy Calc. Require o as Lines Plumbing Repair - Occupancy Use Group(s): Construction Type: # of Stories: # of Dwelling Units: Flood Zone: 1. FEMA form required ) j //`.. Property Owner: • Tiyt'le •Contractor %%& !j10OH r(. fc 5 c Address: Rod vine C-nd "C.S?3z Address: /oZ A-r r_ -D('` Phone '775 - ado l E-mail: hone-614_ State License Number: ' Bonding Company: Mortgage Lender: Address: Address: Architect/Engineer: Phone: Address: / Fax: Plan Review Contact Person / 1: A t ,1 e hone: _59-3` Fa . . X-3-3- OrST E-mail:'e be i lam new 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, stat EMycies, or federal agencies. 947 x Acceptance of permit is verification that I will notify the owner of the pro o he requirements y-12 qa/l.ie Law, FS 713. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/Agent is - Produced ID Personally Known to Me or APPROVALS: ZONING: R,1i i`o UTIL: FD: of Contractor/Agent s Name of Notary public Stale of FloritlE Madelte R Mosley a My Commission OD672921N' a a Expires 07/06/20119Z Contractor/Agent is _ Personglll Kn wn to Me or Produced ID C ENG: BLDG: Special Conditions: Rev 07.07 Seminole County Property Appraiser Get Information by Parcel Number Page 1 of I EL L.,L_f,.i, D"m JOHNSON. CFA, ASA PROPERTY APPRAISER SEMINOLE COUNTY FL. 1101 E. FIRST ST SANFORD, FL 32771.1468 407-665-7506 o 3 d to qNa 3 1- 2008 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 28-19-30-519-0000-3520 Number of Buildings: 0 Owner: PULTE HOME CORP Depreciated Bldg Value: 0 Mailing Address: 4900 VINELAND RD SUITE 500 Depreciated EXFT Value: 0 City,State,ZipCode: ORLANDO FL 32811 Land Value (Market): 31,140 Property Address: 1145 BERKMAN CIR SANFORD 32771 Land Value Ag: 0 Subdivision Name: REGENCY OAKS UNIT THREE Just/Market Value: 31,140 Tax District: S1-SANFORD Assessed Value (SOH): 31,140 Exemptions: Exempt Value: 0 Dor: 0003-VACANT TOWNHOME Taxable Value: 31,140 SALES Deed Date Book Page Amount Vac/Imp Qualified Find Comparable Sales within this Subdivision LAND Land Assess Frontage Depth Land Unit Method Units Price LOT 0 0 1.000 31,140.00 NOTE: Assessed values shown are NOT certified values and th valorem tax purposes. f a Tax Estimator 2007 VALUE SUMMARY 2007 Tax Bill Amount: $581 2007 Taxable Value: $31,140 DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION Land PLATS: Pick... Value LOT 352 REGENCY OAKS UNIT THREE PB 31,140 72 PGS 9 - 11 are are subject to chanqe before being finalized for ad tax will http://www.scpafl.orglweb/re web.seminole_county_title?parcel=28193051900003520&... 10/31/2007 t Permit #: Project Name: 08-600 1 Screen Room Address: 1145 Berkman Circle Plans Reviewed By: Richard Denman 01/23/08 407.330.5656 The Permit Is 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 against 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 2004 Florida Building Codes are to be complied with. 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# Jan,14. 2008 3:27PM PULTE HOMES REGENCY OAKS No, 7476 P. 2 PLAT OF SURVEY DESCRIPTION-- (AS FURNISHED) LOTS 347-352, REGENCY OAKS UNIT THREE AS RECORDED IN PLAT BOOK 72, PAGES 9-11 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. KNOWN AS: BERKMAN CIRCLE PLATTED AS BERKELEY CIRCLE RIGHT OF WAY VARIES OFFICE CENTERUNE OF—, pl RICHE Of WAY . _ - - N90,OD'OO'E- 149,01' I 122.67' S90'00,00"E 23.33' I 16.0 I 18.0 I 1801 1 18.0I 1 26.. J I b aI I II t1 t II r1 I I 0, 3' i In 120 U- 1 Lq I w 1 IU OBI 00 OO FOR'TOP OFF FORMS ELEVATION 49-0 z }# 0 Q I I IPROPOSED Q I O ELEVATION-49.0o aW= z I I I w w m a)I 7.0' I I I 10&T I FOR THE BENEFIT AND EXCLUSIVE USE OF: PULTE HOMES I I 1 I LOT LOT LOT LOT 1 347 348 ; 349 ; 350 I I I 1 N90. 00 00 W 122. 67' LOTS 343-346 PERMIT # — & U0 DATE; T/73 NOTE: 1. PROPERTY CORNERS SHOWN HEREON WERE SET/ FOUND ON 10- 24-07. UNLESS OTHERWISE SHOWN. 2. THE SURVEYOR HAS NOT ABSTRACTED THE LAND SHOWN HEREON FOR EASEMENTS, RIGHT OF WAY, RESTRICTIONS OF RECORD WHICH MAY AFFECT THE TITLE OR USE OF THE LAND. 3 NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 4. ALL INTERIOR DIMEN51ONS WERE VERIFIED IN THE FIELD AND SHOWN UPON THIS DRAWING, 0 d6. 3' 172. 67'23. DI 2 a3 0- I 3 I O O 0 Q 0 I0p0o I o 1 I7. 0' I ILOT LOT 1? 351 352 r I I r TRACT A COMMON AREA) I I PI LEGEND 15 CENTERLINE FNO NAIL AND DISC ILLB #60 (10-24-07) RIGHTOFWAYLINEEXISTING ELEVATION SET 1/2- IRON R03 AND CAP LB # 6393 (10-24-07) A/ C AIR CONDITIONQR G DENOTES DELTA ANGLE CONCRETE P) PER PLAT C CHORD LCNCTH PC DENOTES POINT OF CURVATURE C. B. CHORD BEARINC PCC POINT OF COMPOUND CURVE CBW CONCRETE BLOCK WALL PCP PERMANENT CONTROL POINT CNA CORNER NOT ACCESSIBLE PI PK DENOTES POINT OF INTERSECTION PARKER KALON CP CCS/ CONCRETE PAD CONCRETE SLAB POO POINT ON CURVE [ M ] C/ W CONCRETE WALK POL POINT ON LINE E, M.A, FEDERAL EMERGENCY MANAGEMENT AGENCY P! DENOTES POINT OF REVERSE CURVATURR S.8 MaiA lja-I 16 02 EV NALRLD F70pifITYOFSANO 91' 8'5" PERMIT # V e -G J Right View DATE: SCREEN, ACRYLIC & ' VINYL ROOMS Table 3A.2.1 f Screen Acrylic Vinyl Room AllowableHeights, ail spans or Header Spans All- anal Tit SECTION 3A For 3 second wind gust at 7LY 1011-- . - 'r - - Tribute th Nro—' m ll 3'-0" 4'-0" 4.6 5'-0" 8'-8' 7'e" Sections .._..bt,t" Nnl benr deflecton n " 2- X 4- x v.U. .,.... 3" x 3" x 0.045" Fluted 0'-10" b 8'" b 5.11 b- 5'.7- o o -. .. 6' 0.060" S Uare 2- 0- 3" b 11, " b 10,' 8" b I0'-0" b 9'-8' b 9'-1' b 8''-8' b 8'-4" b 8'-0' JCF b T g" X 3" x 0.093" 3 U 3". 0.125" a uare 17,-0, 14'-9" b 114'-0" b 12' 6' b 17-0 3" x X 4"0A25" S uare 19 b 17 =7" b 15'-8" b 15'-8" b Notes: knee brace. Add horizontal distance from upright to canter of brace to beam wnnectlon to the1. Above. spans do not Include length of above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona. FI 32121 Telaphww #: (388) 767-4774 Fsx #: (366) 761406 Email: IebPe0be1M8" PAGE COPYRIGHT2008 3A-25 NOT TO BE REPROOUCEO IN WFIgIE OR IN PART WITNOUT'TNE WRITTEN P ISSION OF IAWRENCE E BENNETT, P E 1..._... _ - .-. SECTION 3A SCREEN, ACRYLIC &VINYL ROOMS Table MIA-120 Allowable Edge Beam Spans -Hollow Extrusions for Screen, Acrylic or Vinyl RoomsA.A RMIJ vai,%ei V_ using design load of 13.0 #ISF. (48.3 #ISF for Max. Cantilever) Notes: tel distance tram upnyrn + 1. Above spans do not Include length of knee brace. Add horizorl, Connection to the above spans for total beam spans. 2. Spans maybe Interpolated. Lawrence E. Bennett, P.E. 1 644 civic & STRucru ENGINEERING P.O. Box 214368, South DaYWne. Telephone t. (386) 787-4T74 Fax * (388) 7674ti88 Emau. labpa®b8bouth.net Pace ® COpyRhOHT2008 IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEIT, PE. 3 p _' 2 NOT TO BE REPRODUCED SCREEN, ACRYLIC& VINYL ROOMS UNIFORM LOAD A B SINGLE SPAN CANTILEVER UNIFORM LOAD t l A B C 2 SPAN SECTION 3A UNIFORM LOAD A B C D UNIFORM LOAD 3 SPAN t t t t A B C E 4 SPAN NOTES: 1) l = Span Length a = overhang Length 2) All spans listed in the tables are for equally spaced distances between supports or anchor points. 3) Hollow extrusions shall not be spliced. 4) Single span', beams shall only be spliced at the quarter points and splices shall be staggered. 5) Span condition = number of supports (posts) less one. Example: If the'number of supports (posts) is 5 then the span condition is "4 span". SPAN EXAMPLES FOR SECTION 3 TABLES SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16W CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, south Daytona. FI 32121 Telephone #: (386) 787-4774 Fax # (386) 7674M Email: lebpaCbellsouth.net PAGE Q COPYRIGHT 2008 3A-9 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A COMPOSITE ROOF P S: 4)1/4' x 4". LAG BOLTS 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES y .. ... 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTT W/ MIN. (3) #10 x 1-1 S.M.S. IN SCREW BOSS RISER PANELS ATTACHED CHAPTER 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.) Lawrence E. Bennett, P.E. FL # 16W CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Ft 32121 Telephone #: (386) 767.4774 Fax W. (386) 7674M Email: lebpeQbWI3%th net PAGE Q COPYRIGHT2000 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr, P.E. 3A'7 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: lux 1-11,4 S.M.S. HROUGH SPLINE GROOVES IDE WALL HEADER ATACHED TO 1" x 2" OPEN LACK W/ MIN. (2)#10 x 1-1/2" M.S. IDE WALL GIRT ATTACHED T 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 2-114" 0NCRETE / MASONRY NCHORS 0 6' FROM EACH OST AND 24" O,C. MAX. AND JALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER TAIL SCALE: 3" = Lawrence E. Bennett, P.E. FL # 16W CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6656 Emall: lebpeabellsouth net PAGE © COPYRIGHT2008 3A•6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNEn. P.E Vol,FIT A 1 , . 3MW- 1 1® ormowo, TAB= 1 si r s, VOW" fts i"040 Nowimsommoft"— dl K. mil l aswawwm - L* crtonal To go UN wMal 0M eal u it 5t t Mo FOR 10x*. 1441O iM air PAM7 OpjWWA Imumm r i OFARM maxirLMLILL PWALWW ampmvmm PANMmmownw?I . lRflt m" AMM I; I Design Check List for Screen Vinyl Room (Page 2 of 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 width Look up span on 120 MPH table and apply the following . formula: Span / Height Required Span @ 120 MPH Q , MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier 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 .............................................................. E3 ID 3. Beam to beam ............................................................. 4. Chair rail, purlins, & knee braces to beams & uprights ........... : ............ 5. Extruded gutter connection ................................................. 6. U-clip, angles and/or sole plate to deck ...................................... IZI ED E. Foundation detail type & size ................. ....................... .... ED Notes: Appropriate multiplier from page 3A-iI and 3A-iii. b-8 yy, YM Corso•••r . • Punai.0........................................_..... d[ ......•• d Yas MW pin/,bee®1 o amani'.................... A. i. . ......................... L BSMGb 1.i...........wl.. N........../. 0•.06.0•q...... .. a.......................,..., a. .....:........................ 2. a t O a 6 ............. _ d. ........................ Y mom' atadbOm orroca erf h 4. Nuid q................................... ip d. i4disrbeGr d ram .........._. cifigmum...................................... ::.......................... _... liobM Yes L Sbak d AMID POW ........ minhW orbmm................................... _.._ d. m wbwm................................ .. 0.2 no me a SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION DETAIL 1" x 2" WITH 3) #10 x 1-1/2" S.M.S. INTO SCREW BOSS 2) #10 x 1 1/2" S. M. S. INTO SCREW BOSS ANCHOR 1" x 2" PLATE TO CONCRETE W/ 1/4" x 2-1/2" CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AND 24" O.C. MAX. MIN. 3-1/2" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE BEAM/HEADER ALT ATE HOLLOW UPRIGHT TO BASE HOLLOW UPRIGHT TO BEAM DETAIL ANCHOR 1" x 2" CHANNEL TO CONCRETE WITH 1/4" x 2-1/4"CONCRETE ANCHORS WITHIN 6" OF EACH SIDE OF EACH POST AT 24" O.C. MAX. OR THROUGH ANGLE AT 24" O.C. MAX. MIN. 3-1/2" SLAB 2500'PSI CONC. 6x6-10xl0 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2" S.M.S. INTO SCREW BOSS 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE HEADER BEAM 4) #10 x 1/2" S.M.S. EACH SIDE OF POST H-BAR OR GUSSET PLATE 2" x 2" OR 2" x 3" OR 2" S.M.B. POST MIN. (4) #10 x 1/2" S.M.S. EACH POST 1" x 2" EXTRUSION 1-1/8" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368,South DayUm Fl32121 Telephone k: (386) 767-4774 Fax #: (388) 7674558 Email: lebpeabellamMi et PAGE ® COPYRIGHT 2008 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETr, P E. I SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES J 3 3A.1.1 & 3A.1.2) MAX. UPRIGHT• H' HEIGHT (h) 1" k 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 SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS Uj SEE TABLES) / z O.H. 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/ WASHERWASHERSOR#10 x 2-1/2' 2'-O".O.C.. ANCHOR BEAM AND INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/WASWASHERS cQ EACH COLUMN H POINT OF CONNECTION. 2. SELECT FRONT VALL 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: 1100-1231 130 140 150 8 10 12 12 TYPICAL SCREEN ROOM SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368,South Daytona. A 32121 Telephone #: (388) 787-4774 Fax #: (386) 787.8588 Email: lebpa®bel laouth net PAGE 3A-2 COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM SEE TABLES 3A.1.3) ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM SEE TABLES 3A.1.4) SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST CAL SLOPED SOLID ROOF ENCLOSURE 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, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-65W 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-1 Design Check List for Screen / VinylRoom (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' JZ or:90 or'D'o; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or I W 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 = 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. IL 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. Ed Senez Phone: 386-775-4915 Contractor / Authorized Rep* Name (please print) Date: Contractor / Authorized Rep* Signature Job Name & Address Note: Projection of room from host structure shall not exceed 16'. Ill. Building Permit Application Package contains the following: Yes No A. Project name & address on plans ...... :.................................... ... B. Site plan or survey with enclosure location .................................. . 0 C. Contractor's / Designer's name, address, phone number, & signature on plans , ..: 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 ................................................. . 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) 1V. Highlight details from Aluminum Structures Design Manual: Yes No A. Beam & purlin tables w/ sizes, thickness, spacing, & spans / lengths. Indicate ...... Section 3A tables used: 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 0. 00 (b or d) x 14.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier *" _J Exposure Multiplier Must have attended Engineer's Continuing Education Class within the past two years. Appropriate multiplier from page 3A-ii and page 3A-iii. b- 7 A r C CD m < o pr, CCD com O O m CD O p 3 W D oT m V X Z m 9 p5N -n m F z . rn o CD yAi f ITin Il Ji is On N _ per tO r 0 C 0 V m Z . m c Crn cmmA 0 CA I" gym.. o o w__s__ A I--1iw.41 -M4** /ifiSP% I Note: Total roof panel Width = room width + wal width + OV6A ng- -veslgn or appaeu uau oaaqu on u ie nuwuw a — ........ t.. -- VN m 0 I O. Z y a