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1320 Berkman Cir - BR08-002488 (SCREEN ROOM) DOCUMENTSRECEIVED CITY OF SANFORD PERMIT APPLICATION e a fJG b 2008 Application 16 6 f 1'C_ le- 5K,fl k-d, EL Job Address: l3a MA n " Parcel ID' 0 ' / ' 36/ • '5J q - 6 6 d d - `3L,( oning: e Q ^(Z l 1 S Square Footage: DescriptionWork: W .................... Permit Tvne:. Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sin Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Submittal Date: Value of Work: Historic District: Addition/ Alteration Change of Service Temporary Pole Replacement New (Duct Layout & Energy Cale. Required) of Water & Sewer Lines # of Gas Lines Plumbing/ New Residential: # of Water Closets n .. a.... T.,r Re6dential Commercial Industrial Plumbing Repair - Residential Commercial Occupancy Use Group(s): of Stories: # of Dwelling Units: Flood Zone: (FEMA form require Construction Type: .... I (% Contractor:Tell r"1 U J! ! S Property Owner: / r 9b l Ume l d ,d 5 Address: Od16 1 . ra-e Go t. Dr - Address: l hone:32-3 State License Number: X - Phone:? b ' E-mail: Bonding Company: Mortgage Lender: . Address: Address: Phone: Architect/ Engineer: 1 Fax: Address: MU` l y j Ph ne? 3 3'3 y Fax: 333`U''.Y E-mail:-'2 dt Gt d0 Plan Review Contact Person: I)e7- 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 issuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permitmustbesecuredforELECTRICALWORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. I 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 IMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRSTINSPECTION. 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 thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. I Acceptance of permit is verification that !will notify the owner of the property of the requirements of Florida Lien Law, FS 71 . 16 Signature of Owner/Agent Date Signature of Contr for/Agent Date X $ 40 , To ((e-, Print Owner/Agent's Name Pri C tractor /Agent' a" e i^ ^ Signature ofNotary-State of Florida Date Signature of Notary -State of Florida Dat Notary Public State of Florida Marlette R Mosley My Commission DD672921 aa°' E ires07/06/2011 Owner/ Agent is _ Personally Known to Me or rs now Q to Me or Produced ID _Produced [ D LJ / APPROVALS: ZONING: ENG: BLDG T[ L: FD: Special Conditions: Rev 07.07 00 Seminole --County Property Appraiser Get Information_by Parcel Number Page 1 of 1 P.t1., 0,12-TAIJI,c DAvio.Jo oii,.CFA. ASA PROPERTY VAPPRAISER: SEMINOLE COUNTY F1L 101E Fki9fs/r 9AMF016, FL32tM-1468 407-665?T506 ewa r VALUE SUMMARY VALUES 2008 Working 2007 Certified Value Method Market Market GENERAL Number of Buildings 0 0 Parcel id: 28-19-30-519-0000-3450 DepreciatedBldg' Value 0 0 Owner: PULTE HOME CORP Depreciated EXFT Value 0 0 MailingAddress:.4901 VINELAND RD SUITE 500 Land Value (Market) 25,880 31,140 City,State,ZipCode: ORLANDO FL 32811 Land Value Ag 0 s0 PropertyAddress: 1320 BERKMAN CIR SANFORD 32771 Just/ Market Value 25,880 31,140 SubdivisionName: REGENCY OAKS UNIT THREE Portablity Adj 0 s0 TaxDistrict: S1-SANFORD Save Our Homes Adj 0 0 Exemptions: Assessed Value (SOH) s25,8801 31,140 Dor: 0003-VACANT TOWNHOME Tax Estimator Portability Calculator 2008 Notice of Proposed Propkdy Tax 2008 Taxes and Taxable Value Estimate Taxing Authority Assessment Value Exempt Values Taxable Value Miilage 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 s0 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 1451 3`.76 Total 18.9442 490.28 The taxable values and taxes are calculated using the current years working values and the proposed millage rates. SALES Deed Date Book Page Amount Vac/imp Qualified 2007 VALUE SUMMARY 2007 Tax Bill Amount: 2007 taxable Value: 581 31, 140 Find Comparable 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 LOT 0 0 1.000 25,880.00 $25,880, Permits PLATS.' Pick.._I LOT 345 REGENCY OAKS UNIT THREE PB 72 PGS 9-11 NOTE: Assessed values shown are NOT certified values and therefore are subject to change betore being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your nextyears'properbr tax will be based on Just/Market value. http:// www.scpafl.orglweb/re web.seminole county_title?parcel=28193051900003450&c... 8/19/2008 PLOT PLAN DESCRIPTION:, ('AS FURNISHED) LOT 345, REdt--NCY &, KS UNIT THREE "A= c4 f °t'< . AS RECORDED IN PLAT BOOK 72, PAGES 9-11 OF'THE PUBLIC RECORDS OF SEMINOLE COLIN I Lj Ld U < U r Z } 3 a.Wo of OfOf W Lli m m I or 3 i I k+ ru LOTS 347-352 I it i I 18.00' tlsJ I 1 0'00'0 "E LOT o 345 1" = 30' UP GRAPHIC SCALE DVEREp 0 I 0 15 30 PPrio,. 59 PROPOSED BUILDING TYPE 4A FINISH FLOOR ELEVATION=53.00 SAN CARL Ld 6 O O N O a06 Qa I LjLd J U Uw 1 p 0"p 000 Lo O- U CDaVa r 0 p 0 COVERED V) Q oa 30 Z > LLI Z ENTRY Y Q Y a Lj rCif C2 f w liJ HO P E R STFILEo PERMITny3PLILTE 0_"0/MODE- SAN HOMES W CARLO N900000Uo 18. 00' CENTERUNE OFFJ RIGHT OF WAY PERMIT # DATE: BUILDING SETBACKS _ FRONT: 19' REAR: 13' SIDE: 5' REPARED FOR: PULTE HOMES 1. ELEVATIONS SHOWN ARE PER ENGINEERING PLANS PROVIDED BY THE CLIENT. KNOWN AS: BERKMAN CIRCLE PLATTED AS: BERKELEY CIRCL5 RIGHT OF WAY VARIES JF r-: IIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES NLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF 1E PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION ST FOR CONSTRUCTION. L BUILDING SET BACK LINES SHOWN HEREON IS PER DATA JRNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES VLY. THIS IS NOT A SURVEY THIS IS A PLOT PLAN ONLY HAVE EXAMINED THE F.I.R.M. COMMUNITY PANEL 10 120294 0040 E DATED 4/17/95 AND FOUND HE SUBJECT PROPERTY APPEARS TO LIE IN ZONE X AREA OUTSIDE 100 YEAR FLOOD PLAIN HE SURVEYOR MAKES NO GUARANTEES AS TO THE BOVE INFORMATION. PLEASE CONTACT THE LOCAL E. M.A. AGENT FOR VERIFICATION. BEARINGS SHOWN HEREON ARE BASED FIELD DATE: ) SCALE: 1 = 30 FEET APPROVED BY: SJ REVISED: JOB NO. VB000283 LOT 345 DRAWN BY: PLOT PLAN 10-05-07 DLC BUILDING POSITIONED PER LAYOUT DRAWING PROVIDED BY CLIENT LEGEND BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINE RIGHT OF WAY LINE XXX• X PROPOSED ELEVATION PCC POINT OF COMPOUND CURVATURE POC POINT ON CURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT CONCRETE A DENOTES DELTA ANGLE L DENOTES ARC LENGTH PSM PROFESSIONAL SURVEYOR do MAPPER C.B. DENOTES CHORD BEARING LB LICENSED BUSINESS PC DENOTES POINT OF CURVATURE LS LICENSED SURVEYOR PI DENOTES POINT OF INTERSECTION PRMPERMANENTREFERENCEMONUMENTPRCDENOTESPOINTOFREVERSECURVATUREPCP PERMANENT CONTROL POINT PT DENOTES POINT OF TANGENCY P) PER PLAT TYP TYPICAL M) MEASURED A/C AIR CONDITIONER CALC) CALCULATED CBW CONCRETE BLOCK WALL FIND FOUND RP RADIUS POINT C/ W CONCRETE WALK S/ W SIDEWALK R RADIUS CS CONCRETE SLAB CP CONCRETE PAD C CHORD LENGTH PB PLAT BOOK R/W RIGHT-OF-WAY PGS PAGES ORB OFFICIAL RECORDS BOOK NG NATURAL GRADE UP UTILITY PAD SQ. FT. SQUARE FEET 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 A5M1. 2. NO UNDERGROUND IMPROVEMENTS HAVE BEEN LOCATED EXCEPT AS SHOWN. 3. NOT VAUD NATHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL. AMEFRICAN SUF2\/ EYING 8 MAPPING INC. CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 G; G FOR THE 1ON. ORLANDO AVE, TER PARK, FLORIDA SUITE32 89 WIN O `% FIRM WWW,AMERICANSUR EYNGANDMAPPING.COM JAMES JAY JILES PSM #4997 DATE A l r 1 ,t •.,: ,. ,5 is 10 ei J-1 cZ pa-k Dr SA^' Tj (77 .3 2-17 % 8' x 13' Screen Room 1/4" = 2' IQ 09 U 3' Elite tI Roof I 14' Top View 8'5" 13' Front View SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A INTERIOR BEAM SEE TABLES 3A.1.3) HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS 111 `> 5 H I I4 ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST ICAL SLOPED SOLID. ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM HOST STRUCTURE OR PER SECTION 7 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. Box 214368, South Daytona, Fl.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. 3A-1 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS _ IIIIIIIIIIIIII at l EDGE BEAM (SEE TABLES 3A.1.1 & 3A.1.2) 1"x2" MIN. 3-1/2" SLAB. ON GRADE VARIES ! I 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) WIDTHLWLOAD FOR ROOF BEAM + ALTERNATE CONNECTION @ FASCIA ALLOWED a- - -- 'P/2' P/2 SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS SEE TABLES) E== O.H. = — SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) VARIES w X) 5 P = PROJECTION FROM BLDG. 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 2'4' 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 M AND INTERNALLY OR W/ ANCHORCLIPS AND (2) #8 SCREWS W/OWASHERS @ 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: 1nn -1231 130 1 140 1 150 r #8 1 #10 1#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) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT 2006 3A-2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 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 W11/4" 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 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 2-114"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 Daytona, FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe®belleouth net PAGE © COPYRIGHT 2006 NOT TO BE REPRODUCED IN WHO OR IN PART WITHOUT THE WRITTEN PERMISSION OF tAWRENCE E.BENNETT, P.E. 3A'4F SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS 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. ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. HROUGH SPLINE GROOVES IDE WALL HEADER ATTACHED TO 1" x 2" OPEN LACK W/ MIN. (2) #10 x 1-1/2" Q.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 CONCRETE WI 1/4" x 2-1/4" ONCRETE/MASONRY NCHORS Q 6" FROM EACH OST AND 24" O,C. MAX. AND ALLS 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, Fl32121 Telephone M (386) 767-4774 Fax #: (386) 767-M6 Email: lebpaCbellsouth net PAGE © COPMGHT2008 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF 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 BOTT W/ MIN. (3) #10 x 1-1 S.M.S. IN SCREW BOSS SECTION 3A 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"x2",2"x3"OR3"x2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR 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, FI 32121 Telephone #: (386) 767477.4 Fax #: (386) 767-6558 Emall: lebpeQbellsouth.net PAGE Q 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 I SECTION 3A UNIFORM LOAD l a A B SINGLE SPAN CANTILEVER UNIFORM OAD l l A B C 2 SPAN U a a t a A B C D E 4 SPAN NOTES: 1) Z = 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 214388, South Daytona, Fl 32121 Telephone*: (386) 767-4774 Fax #: (386) 767-6&% Email: lebpe(Mbellsouth.net PAGE COPYRIGHT 2008 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 f lr wable Edge Bo e tr Vinyls -Hollow Extrusions Scree OOMS 1_ 4 __# sr 420 MPH velocity; using design load of 0.0 #ISF. (48.3 #ISF for Max. Cantilever) Notes: ht to center of brace to beam i. Above spans do not include length of knee brace. Add horlwrltal distance from uprig connection to the above spansfor total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL & SoeRUCTURA p ENGINEERING21 oe Telephone #: ( 388) T87. 4e be8ao x #: (tom) 767' 8 EMeU: lebp PAGERI I © COPYGHT 2008RM3A-12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PE18310N OF tAVVRENCE E. 6ENNErr, P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A.2.1 f Screen Acrylic or AllowableHeights, Chair Rooms ail Spans or Header Spans n_.. anal TR For 3 second wind gust at ixu ryt n .a..., .•,. - - rftth •yy a Purun s acm Sections ,,,, 4- hI el bendln 'b' or deflacUon'd' , " ` „ a" h x 2- x 4- x v.uw0 ...._ 2" 4" x 0.045" Sna 10%1" b 9'-4" b 8'-9" b 8'' D v 5'' x 3" x 3" x 0.045" Fluted B;"" b 7' 3" b 6'- 0" b 6'-6" b B'3" b 5'-11" b 5'-9' b 5'-0" b 3° x 8" x 0.060" S uare 12-3+ b 7 9" b 12'-11' b 12'-5'. b 18' 1" b 1-06" b 1-0' S" x 9" x 0.og3" 3 uare 3"x3".x0.125 3 uare 1T-7 b 18' 3" b 15' 2" b 14-4" b15'-6' b b 14'-9" b 14'-0" b 13'-5" b 12'-11" b 12' S° b 12' 4" x 4" x 0.125 Square 19'-0" b 17'-7" b 16'-6" b to beam connectlon to thedistancefromuprighttocenterofbraceNotes: 1. Above. spans do not Include length of knee brow* Add horizontal above spans for total beam spans. 2, Spans maybe Interpolated. Lawrence E. Bennett, P.E. FL # 166" CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona. FI 32121 TAlaphone #: (386) 767-4774 Fax Y. (386) 767-660 Emat: Iebpe®bellsouthiW PAGECOPYRIGHT2008CEE. BENNETT. P.E. 25 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUTTHE WRaTEN PERMISSION OF LAWREN S®ED RWF PANEL PRwuas t 1?.ti0' ARt US HlMr, P 1' BCALE 0" p Me 1 1 AUMMIo TP. RAP PA1 E1- G+t 8i G7' PAPIRL• pL'PTHTABLES i 4W NOW Pon E. ® P.E: FL. 1 PA 74 Q+ acRwwwrr" MaSVXSIRMORRAFM axWMGM MPElt pAMCRIRMTAL mawsmalLILLORWOMWlipmoolroA f, IAA W GR O M aiii t18M Kswoolmom 14Ex1 kjjLwoir= Y- RW PAid6t. EMTM FABM BAL 6 a u6644 mmrma.BWOO 'l ra wll son wwcrvanwr 7- 4 t i1i +In+" • 1 Elm- E:r x AN OWSMSE xAteffm HUM&' f WA x A8 AUMMM' GOMMMY" PAN pM l rnmne= icrpMAM HEA- RW P WMTO 0 WHO ITAWW NLIP MUMM1m• V+ W mi Toomm moviel A am C XALLEM FORCOM olozo. 14MwO FW e iT PANLY Hi 4WPMWAM PAM rJ lE wnc*j 7 L VANMEI EL scar iti0' tr SECTION 7 SOLID. ROOF PANEL PRODUCTS M. Lawrence E. Bennett, P.E: FL # 16644 Elite Aluminum Corporation CIVIL & STRUCTURAL ENGINEERING 1B01 N.W.64th Street P.O. Box 214388,'South Daytona, FI 32121 " P__! Ftoauct=- Ft. Lauderdale, FL 33309 Tel: (954) 491.3700 Fax: (954) 491-1433Talephona #: (388) 787-4T74 Fax#: (988) 767$558 Email: lebpsQbeII8Mth,Itet PAGE © COPYRIGHT 2008 PERMISSION OF LAWRENCE E. BENNETT- PE- 7-36 NOT TO BE REPRODUCED IN WHO OR IN PART WITttOUTTHE y tffTEM 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 & it -A; Exposure B'_ . or''C''or'D'F; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or l 0 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. 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. IV 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'. Building Permit Application Package contains the following: Yes LLJ A. Project name & address on plans ....... ............... ....... ........... ...... 10 B. Site plan or survey with enclosure location ..................................... EDC. 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 ........ El 1. Plan view with projection from host structure El2. Front and side elevation views with all dimensions & heights .................. IZI 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) Highlight details from Aluminum Structures Design Manual: Yes Im 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 1.00 (b or d) _ Wind Zone Multiplier ** E 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 ON 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 d-- Required Span @ MPH@120MPH 0.00 (b or d) x 14.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier Exposure Multiplier Yes 0 No EZIC. 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.............................................................. m3. Beam to beam............................................................. 4. Chair rail, purlins, & knee braces to beams & uprights ........................ 5. Extruded gutter connection ................................................. t" D 6. U-clip, angles and/or sole plate to deck ...................................... E. Foundation detail type & size .................................................. Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b-8 ym a i.+ a a dmmid ................. r. u.• uu•....... ....... rc.....dmbW yes No db1 ONw• q r a b, SO%........... oaur•a n.wwas s•. a.,... ROOA Do him I .,....• fo To A, E1 N+ds ... ...... ... tOCY" Cyr ...... .................... yo No LNor + ' .............. ................. A{ .............••••• C6Nd. I t ot{ w , LIf ......................................... E pw ob m l) ................................. ............. you 9 L Mo.'^ Pwd WON b. ............. ....... ar .. . ape, ppp b. i i i e x