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1316 Berkman Cir - BR08-002487 (SCREEN ROOM) DOCUMENTSCITY OF SANFORD PERMIT APPLICATION c O J'b RFC'FI/ Application.# : ` ! Submittal Date: / (, li%{} h I /e 5C( Ai21'C. i FL Value of Work: $ // Job Address: / ( !r Parcel ID' t / q 6 .S 19' 000 6 - 7l J koning: Historic District: Description of Work: Z"e.Qi-) SWCL /' Square Footage: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign 0 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 Plumbing/New Residential: # of Water Closets umbing Repair - Residential Commercial Occupancy Type: Residential Commercial Industrial Occupancy Use Group(s): Construction Type: of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) i, ................ . %.. .. ...... n. ................................. • • Contractor•/Z '/(/.............. .. ll... S Property Owner: oI- Address: % b Ul'neah d ,d J L .Jj Address: /'Z o C %Q.Q G' 3 hone: 3-2 State License NumVber: n - 0d'- Y 41 Phone:r? b.%' O E-mail: Bonding Company: Address: Mortgage Lender: Address Phone: Architect/ Engineer: Fax: } Address:, 0. phi a,,dO 1 Plan Review Contact Person: /MU`{1 y _ Ph-ne: 02 3"3<3 Fax: 33 o SY E-mail: 7 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 standards ofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate issuance ofapermitandthatallworkwillbeperformedtomeetpermitmustbesecuredforELECTRICALWORK, 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 T BERECOREDANDSTEDONTHEJOBSITEBEFORETHEFRSTOINS EC IONO FOYOUYURPINTEND TO OBTOAIN FINANCING, CONSULT WITH TICE OF COMMENCET S YOUR LENNDER OR AN AOTTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public. records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FFS713. fia Signature of Owner/Agent Date Signature of Contractor/Agent Q Date x 0 Print Owner/ Agent's Name Print C - ntractor/ gent's N me, Signature of Notary -State of Florida Date ig r f N Marlette R Mosley r a to y9 My Commission DD672921 OF w Ex tree 0710612011 Owner/Agent is _ Personally Known to Me or Contractor/Agent is Person 11 mown to to or Ta Produced ID 1 _Produced ( D APPROVALS: ZONING: I ' 1 UTIL: FD: ENG: BLDG Special Conditions: Q j Rev 07. 07 t Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAVID JOHNSON. CFA. ASA Y f i_•'. PROPERTY 37 APPRAISER- a SEMINOLE COUNTY FL. 1t01 E.Flaw SANFORD, FL iRsT s1- 746$ A •" L1. J 407.665-7sos VALUE SUMMARY VALUES 2008 2007 Working Certified Value Method Market MarketGENERAL Number of Buildings 0 0ParcelId: 28-19-30-519-0000-3440 Depreciated Bldg Value 0 0Owner: PULTE HOME CORP Depreciated EXFT Value 0 0MailingAddress: 4901 VINELAND RD SUITE 500 Land Value (Market) 25,880 31,140City,State,ZipCode: ORLANDO FL 32811 Land Value Ag 0 0PropertyAddress: 1316 BERKMAN CIR SANFORD 32771 Just/Market Value 25,880 31,140SubdivisionName: REGENCY OAKS UNIT THREE Portablity Adj 0 0TaxDistrict: S1-SANFORD Exemptions: Save Our Homes Adj 0 0 Dor: 0003-VACANT TOWNHOME Assessed Value (SOH)l 25,880 31,140 Tax Estimator Portability C 2008 Notice of Proposed Propedy-Tax 2008 Taxes and Taxable Value Estimate Taxing Authority Assessment Value Exempt Values Taxable Value Millage Taxes Cnty County 25,880 0 25,880 4.5153 116.86 Schools 25,880 0 25,880 7.5430 195.21 City Sanford 25,880 0 25,880 6.3250 163.69 SJWM(Saint Johns Water Management) 25,880 0 25,880 4158 10.76 Natural Lands/Trails I/S Debt 25,880 0 25,880 14511 3.76 Total I 1 1 18.94421 490.28 The taxable values and taxes are calculated using the current years working values and the proposed millage rates. 2007 VALUE SUMMARY SALES 2007 Tax Bill Amount: $581 Deed Date Book Page Amount Vac/Imp Qualified 2007 Taxable Value: $31,140 Find Cor parable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth Land Units Unit Price Land Value PLATS: Pick... LOT 0 0 1.000 25,880.00 $25,880 Permits LOT 344 REGENCY OAKS UNIT THREE P8 72 PIGS 9 - 11 iNOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www.scpafl,org/weblre_web.seminole_Countytitle?parcel=28193051900003440&c... 8P,9/2008 PLOT PLAN . DESCRIPTION, (AS FURNISHED) LOT 344, REGENCY OAKS UNIT THREE AS RECORDED IN PLAT BOOK 72, PAGES 9-11 Or THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA. FMCIE LOTS 347-352 I wl I I I 18.00' olnol- olz: S 0"00'00" PROPOSED BUILDING TYPE 4A FINISH FLOOR ELEVATION=53.00 W O C 0 O O I OO Z PERMf t # DATE: - BUILDING SETBACKS FRONT: 19' REAR: 13' SIDE: 5' PREPARED FOR: PULTE HOMES 1. ELEVATIONS SHOWN ARE PER ENGINEERING PLANS PROVIDED BY THE CLIENT. HIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES NLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF i'HE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION 1ST FOR CONSTRUCTION. ILL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA URNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSEc NLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY I HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL NO 120294 0040 E DATED 4/17/95 AND FOUND THE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN THE SURVEYOR MAKES NO GUARANTEES AS TO THE ABOVE INFORMATION. PLEASE CONTACT THE LOCAL F.E.M.A. AGENT FOR VERIFICATION. SHOWN HEREON ARE BASED FIELD DATE:) SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. VB000283 LOT 344 DRAWN BY: REVISED: PLOT PLAN 10-05-07 DLC CENTERLINE OF J RIGHT OF WAY BUILDING POSITIONED PER LAYOUT DRAWING PROVIDED BY CLIENT LEGEND V BUILDING SETBACIINE CENTERLINE RIGHT OF WAY LINE X PROPOSED ELEVATION PROPOSED DRAINAGE FLOW CONCRETE PSM PROFESSIONAL SURVEYOR & MAPPER LB LICENSED BUSINESS LS LICENSED SURVEYOR PRM PERMANENT REFERENCE MONUMENT PCP PERMANENT CONTROL POINT P) PER PLAT M) MEASURED CALC) CALCULATED FND FOUND C/W CONCRETE WALK S/W SIDEWALK CP CONCRETE PAD PB PLAT BOOK PGS PAGES NG NATURAL GRADE SO. FT. SQUARE FEET A5m AMEIRICA" S U 1:;,'\/ EY I N G MAPPING INC. CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 1030 N. ORLANDO AVE, SUITE B WINTER PARK, FLORIDA 32789 407) 426-7979 WWW.AMERICANSURVEYINGANDMAPPING.COM MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY POL POINT ON LINE PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PD PLANNED DEVELOPMENT A DENOTES DELTA ANGLE L DENOTES ARC LENGTH C.B. DENOTES CHORD BEARING PC DENOTES POiNT OF CURVATURE PI DENOTES POINT OF INIEIRSEC11ON PRC DENOTES POINT OF REVERSE CURVATURE PT DENOTES POINT OF TANGENCY TYP TYPICAL " A/C AIR CONDITIONER CBW CONCRETE BLOCK WALL RP RADIUS POINT R RADIUS CS CONCRETE SLAB C CHORD LENGTH R/W RIGHT-OF-WAY ORB OFFICIAL RECORDS BOOT( UP UTILITY PAD 1. 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 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VALID `MTHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC,SEAL. tom0 C FOR THE f / FIRM JAMES JAY JILES PSM #4997DATE A L r""s t •vz..#- . s ct 1 t. 4 s C 1O 3 l .7 8' x 13' Screen Room 1/4" = 2' For- PIA- e- 02 3" EliteFl, 14'14' Top View 13' Front View S 8'5" a, SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM SEE TABLES 3A.1.3) SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST ICAL SLOPED SOLID. ROOF ENCLOSURE ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM SEE TABLES 3A.1.4) H r 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, F132121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 3A' 11 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 0 SECTION 3A I SCREEN, ACRYLIC & VINYL ROOMS EDGE BEAM (SEE TABLES 3 3A.1.1 & 3A.1.2) MAX. UPRIGFiT" H* HEIGHT (h) 1" k 2" MIN. 3-1/2" SLAB. ON GRADE VARIES OR RAISED FOOTING FOR FOOTINGS SEE DETAILS TYPICAL SCREEN, ACRYLIC OR VINYL ROOM PAGE 3A-37) W/ SOLID ROOF TYP. FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM) LW' LOAD WIDTH ALTERNATE CONNECTIONFORROOFBEAM P/2' @ FASCIA ALLOWED P/2' - - ---"' "" SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS w SEE TABLES) jz O.H. - j SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) P = PROJECTION FROM BLDG. LW = LOAD WIDTH VARIES VARIES P' VARIES -- NOTES: 1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WI 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'41 O.C. AND W/ IN 6" EACH SIDE OF UPRIGHT ANCHOR 1" x 2" TO WOOD WALL W/ #10 x 2-1/2" S.M.S. W/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/WASHERS @ EACH POINT OFUMN CONNECTION. 2. SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLES 3A.1.34. ANCHORS BASED ON 123 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100-123 130 140 150 8 #10 #12 #12 TYPICAL SCREEN ROOM SCALE: 3/16" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368,South Daytona, F132121 Telephone #: (386) 767-4774 Fax #: (386) 767-W56 Email: lobpe@bellsouth.net PAGE © COPYRIGHT2006 3A-2 I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. r— . -- --- --•. ---- - SECTION 3A 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. 3A/2" SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCREEN, ACRYLIC & VINYL ROOMS 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. 6x6-10x10 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 Daytoria, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6&% Email: lebpe®bellsouth net PAGE © COPYRIGHT 2006 3A-4 I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 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 1-112" 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" M.S. IDE WALL GIRT ATTACHED 1 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 c'ONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24" OTC. MAX. AND JALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER TAIL SCALE: 3" 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-M6 Email: lebpe(Mbellsouth.net PAGE © COPYRIGHT 2008 3A-6 NOT RI BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. I 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 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" u S.M.S. IN SCREW BOSSES A. TYPICAL UPRIGHT DET L SCALE: 3" = 1'-0" RISER PANELS ATTACHED PER CHAPTER 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 Q 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, Fl32121 Telephone #: (386) 767-477.4 Fax #: (386) 767-M Email: lebpeabellsouth.net PAGE COPYRIGHT2008 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3A-7 SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD A B SINGLE SPAN CANTILEVER UNIFORM LOAD l Z A B C 2 SPAN SECTION 3A UNIFORM LOAD Z Z l A B C D UNIFORM LOAD 3 SPAN l Z Z Z A B C D E 4 SPAN NOTES: 1) 1 = Span Length a = Overhang Length2) 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 # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, F132121 Telephone #: (386) 767-4774 Fax #: (386) 787-6556 Email: lebpeCbeltsouth.nat PAGE COPYRIGHT 2D06 3A-9 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS z Table 3A.1.1-120 Allowable Edge Beam Spans- Hollow Extrusions for Screen, Acrylic or Vinyl RoomsFor3secondwindgustat120MPHvelocity; using design load of 13.0 #ISF. (48.3 #ISF for Max. Cantilever) Notes: upright to center of brace to beam1. Above spans do not Include length of knee brace. Add horizontal distance from up g connection to the 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 DaylonB, FI 32121 Telephone #: (386) 767.4774 Fax * (386) 7674M EMU: IsbpeQbeUeouth.net PAGO ® COPYRIGHT 2008 WITHOUT THE WRITTEN PERMI9310N OF Lp,WRENCE E. 9ENNETT, PE. 3A-12 NOT TO BE REPRODUCED IN WHOLE OR IN PART 1...- w_ f SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rall Spans or Header Spans for Screen, Acrylic or Vinyl Roorns coca TJC SECTION 3A r 3 d' second wino gust; 0" w ••• • - -- - Tribute to Yw rug uu v " T-0" 7'.6" 3'-0" T.6d " Sections 4'-0 eu„wable Hel bendln 'b' or detlecUon ,° L i s -° b x 2- x 4- x u.u — - 3" x 3" x 0.045" Fluted 6'-10" b 6' 4" b 5Flo b 8'-0" b T ®' 3" x 3" x 0.060" S 17-3" b 11''-4° b 0 8°° b 10'-0° b 8'-6" b IPA b 8 -8 b 8' 3" x 3" x 0.093" S us 17 7a b 16'-3N 162 9" b 14'-0" b 13'-5" b 12'-11" b 12' fi° b 12' C3" x S".x 0.125" S us 19-0 b 17 7 b 18'-6" b 15'-8" b 14' 4°x4"x0.125" Square brace to beam connection to the Notes: brace• Include length of Ivtee Add horizontal distance from upright to center of t. Above, spans do not above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 166" CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona FI 32121 Tslaphona #: (3W) 787-4774 Fax #: ON) 767-6666 Email: IebP*GbWWo*UW1 PAGE COPYRIGHT 2008 CE E. BENE NETr. P . 3A- 25 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHouT'THE WRITTENPERMISSION OF LAWREN 1• 0 awomwam r :•• • n OMMIUMORRAFM max (p)PER ORTNUTAL 10)(391 LILL ORWM N n Wr B.N.B. Aorwmemmw- LL ckA I gog a women a Ho r PAIM— V M p ' To 8 E LM" tq gyp . MPT I M 1v e WOM qn 1 f'1 1 Im i ka{u v At I Mu floze. 1.4990 FO air pma-r QrAWWA fmawm pg;FLOIUmmmE.LBObA ----memo PASolumagoommom MIM WWWM=Wffna NOI'1Dt gin.::. : •:i Via:: • ,• r J SECTION 7 SOLID ROOF PANEL PRODUCTS In 16644 „ ., L 0W Lawrence E. Bennett, P.E. FL # Elite Aluminum Corporation CIVIL & STRUCTURAL ENGINEERING _ _._ 1801 N.W.64thStreet P.O. Box 214368.SOUth Daytona, fl 32121. " ate_! Frdud Ft. Lauderdale, FL 33309r Telephone #: (386) 787-4774 Fax #: (386) 767.13 G Tel: (954) 491-3700 Fax: (954)491-1433 Email: lebpeabellsouth net PAGE © COPYRIGHT 2006 7-36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE Mn-rEN PERMIssION OF Lp WRENCE E. BENNETI . P 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'fZ or:90 or'D'n; 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 LP.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 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'. III. Building Permit Application Package contains the following: Yes No LIJ A. Project name & address on plans ......:........... I .......................... B. Site plan or survey with enclosure location .................................. . 0 El 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: host structure area of attachment, enclosure length, and ......... 1. Plan view with projection from host structure 2. Front and side elevation views with all dimensions & heights ................. IZI 3. Beam span, spacing, & size ................................................ Select beam size from appropriate 3A.1 series tables) El 0 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 gins size, length, & spacing .................................... Sele`ct chair rails from appropriate 3A.2 series tables) El ED 6. Knee braces length, location, & size ........................................ Check Table 3A.3 for knee brace size) IV. 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 1.00 (b or d) x t •00 (b or d) = Wind Zone Multiplier ** 4 I 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 Design Check List for Screen / Vinyl Room (Page 2 of 2) B. Upright tables w/ sizes, thickness, spacing, & heights ........................... ID 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 MPH120MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier ** J I Exposure Multiplier Yes 0 No GD C. Table 3A.3 with beam & upright combination if applicable ........................ D. Connection details to be used such as: 1. Beam to upright........................................................... m El Beam to wall.............................................................. m ED2. 3. Beam to beam............................................................. El5. 4. Chair rail, purlins, & knee braces to beams & uprights ........................ i[D Extruded gutter connection ................................................. 6. U-clip, angles and/or sole plate to deck ...................................... 1E. Foundation detail type & size .................................................. Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b-8 0 t. for ......................................— a P ....................... a IWYOW OTii11W ... Or Yes pW PWA4 .. rmmurmtrrrmwmrrrwr a..................... ILUW ................................. f. WMbt .''........................................ ya it : I........................ a...._ b ' .............. _..... ........... LIPW is oubmad in do* Yas 46 * fo d bWbV bamlowtuftwdo.. ..: 6. Nam, atrr 8..:.................................._ a. ............. go& bmdWbamOW.forbaft W •..,;'.•_-.•'- Yes r L t o •.........dm8 ftdmwa6 cl i*1wr .............. RV M- No No j