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1324 Berkman Cir - BR08-002489 (Screen Walls) DocumentsCITY OF SANFORD PERMIT APPLICATION 4 . Q ' Submittal Date: Z1 b CE"r- Application # : C j/ ,t / i/) Job Address: % 14 ti 1 PT,/e. S56A r L Value of Work: $ / v MUU G "00 Parcel ID' + i9'000 • ~ Zoning: Historic District: 7 coy % tS Square Footage: Description of Work:............................................................ .... Permit Type: Building Q1/ ;ectrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign Electrical: New Service — # of AMPS Addition/Alteration Change of Service El Temporary Pole Mechanical: Residential 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 Commercial Industrial Occupancy Use Group(s): gofDwelling Units: Flood Zone: (FEMA form required ) Construction Type: # of Stories: .. . . . . . . . . . . . . . , . L ti° (10( Contractor d %k'Z r-1 U ` . "lr S Property Owner:`. y qb l (l'nAlah d ,Cd e Address: rd d Q%i7 t , Address: Phone: E-mail hone:3 State License Number: Bonding Company: cMortgage Lender: . Address: Address: Architect/Engineer: Fax: Address: 0'' %/k'L Ar lGtnq/t7 f i Plan Review Contact Person: l oj-Il y (r PX(e: 0 3"3 3 % Fax: " -0 E-mail: 1-k %ISU %i • /I e7" to do the work and installations as indicated. I certify that no work or installation has commenced prior to theApplicationisherebymadetoobtainapermitstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separateissuanceofapermitandthatallworkwillbeperformedtomeetpermitmustbesecuredforELECTRICALWORK, 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 FORIMPROVEMENTSTOYOURPROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THEFIRSTINSPECTION. 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 ofthiscounty, 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, S 713. Signature ofOwner/Agent Date Signature of Contra or/Agent Date X- ritwil u -rl Yo V Print Owner/Agent's Name Pri t4ntractor/ gents. N e are Signature of Notary -State of Florida Date ignature of Nota -State Public State of Flo dNotary Marlette R Mosley My Commisseon DD672- o+ Ex tres 0710612011 Owner/Agent is _ Personally Known to Me or Contractor/Agent is Persongl Known to Me r Produced ID _ Produced ID ENG: BLDG: APPROVALS: ZONING: t. UTIL: FD: Special Conditions: Rev 07.07 ev 1 LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: I hereby name and appoint: I I w4h L4 T —Ta-re an agent of: 606 A lop (nuP Name Zf C to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): e" All permits and applications submitted by this contractor. El The specific permit and application for work located at: Street Address) Q Expiration Date for This Limited Power of Attorney: , U0 f 2 %, l J License Holder Name: Z'C(Vlond 1 12Z r State License Number: f x " 6 6s9 6 r Signature of License Holder: STATE OF FL IDA COUNTY OF MLU10I-b The f egoing inst ent was acknowledged before me this 27 day of 200, by YV10h P,I/1 tf7i who is personally known to me or who has produced l n L 2i,S (Q;'L- as identification and who did (' no ake an oath. JIA6 k16 ILCYLO Signature KAosNotarySeal)U Print or type name vvx Notary Public State of Florida Notary Public - State ofP`` ; Marlette R Mosley Commission No. bQ(o 01 -'L I My Commission DD672921 OF Exx ires07/0612011 My Commission Expires: 2 1 I Rev. 3/27/07) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 DAVID JOHNSON. CFA, ASA PROPERTY Y a 17 tE I P APPRAISER m d SEMiNOLE COUNTY FL. 1101 E. FIRST 57 SANFORD,FL32771-1468 n g ' Sb3 1 1 I 7CSl1 sit 407- 66s- 7506 Q is! sit k211 VALUE SUMMARY VALUES 2008 2007 Working Certified Value Method Market Market GENERAL Number of Buildings 0 0 Parcel Id: 28-19-30-519-0000-3460 Depreciated Bldg Value 0 0 Owner: PULTE HOME CORP Depreciated EXFT Value 0 0 Mailing Address: 4901 VINELAND RD SUITE 500 Land Value ( Market) 25,880 31,140 City,State, ZipCode: ORLANDO FL 32811 Land Value Ag 0 0 Property Address: 1324 BERKMAN CIR SANFORD 32771 Just/Market_ Value 25,880 31,140 Subdivision Name: REGENCY OAKS UNIT THREE Portablity AdJ I $0 0 Tax District: S1-SANFORD Save Our Homes Adj 1 $0 0 Exemptions: AssessedValue ( SOH)l 25,8801 31,140 Dor: 0003-VACANT TOWNHOME Tax Estimator Portability Calculator 2008 Notice of Proposed Property 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 Debtl 25,880 0 I 25,880 1451 3.76 Totall 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 Vacltmp Qualified 2007 Taxable Value: $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 PLATS: Pick... LOT 0 0 1.000 25,880.00 $25,880 LOT 346 REGENCY OAKS UNIT THREE PS 72 PGS 9 - 11 Permits NOTE: 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 nextyear's property tax will be based on Just/Market value. http://www. scpafl.orglweblre_web.seminole_county_title?parcel=2819305190000346O&c... 8/ 19/2008 PLOW PLAN DESCRIPTION: (AS FURNISHED) LOT 346, REGENCY OAKS, UNIT THREE AS RECORDED IN PLAT BOOK 72, PAGES 9-11 OF -THE PU&-IC RECORDS OF SEMINOLE COUNTY, FLORIDA. w W L) w I V L) oZ LLI l z Q o Yea Wx cr- af W Ld m m I I O} 3 zw I J Z= U I LLI O O O O O b O Z N 25.33' S90'00'0Q"E M LOT 346 I 13.3 •• • COVERO 7.4 PATIO•, 18.3 GALLIANO I COVERED ENTRY it O 6 O cd D 12.0' p Ut(IVE' I 25,33' 00'00"W 25.33' LOTS 347-352 P PROPOSED BUILDING TYPE 4A FINISH FLOOR ELEVATION=53.00 O O O O O OO0 V) PER M PER] PULTE HOPES Ec i 1" = 30' GRAPHIC SCALE 0 30 PERMIT # - Z DATE: -Y wm TER FILE 07-1377 ODEL -GALLIANO CENTERLINE OF/- RICHT OF WAY AS: BE6TEDRKNiWAY RCLE cilyBERKELERCLE RIGHT OFRIES 04 9 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. FHIS PLOT PLAN IS INTENDED FOR PERMITTING PURPOSES NLY. THIS IS NOT INTENDED FOR THE CONSTRUCTION OF IHE PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTION IST FOR CONSTRUCTION. 4LL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA URNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSES 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. BEARINGS SHOWN HEREON ARE BASED ON THE WEST LINE OF LOT 346 FIELD DATE: SCALE: 1' = 30 FEET APPROVED BY: SJ JOB NO. V9000283 LOT 346 DRAWN BY: REVISED: PLOT PLAN 10-05-07 DLC U C) aU a-U} Q Q J o a LLJ i Y Y W Lj m m BUILDING POSITIONED PER LAYOUT DRAWING PROVIDED BY CLIENT LEGEND BUILDING -SETBACK LINE 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 AMFEE F;,'ICAN S U FR!/ E Y I N G MAP - PING INC. CERTIFICATION OF AUTHORIZATION NUMBER LBy6393 1030 N. ORLANDO AVE, SUITE B WINTER PARK, FLORIDA 32789 407) 426-7979 WWW. AMERICANSUR VEYINGANDMAPPING.COM MLW MINIMUM LOT WIDTH POB POINT ON BOUNDARY POL POINT ON LINE PCC POINT OF COMPOUND CURVAIURE POC POINT ON CURVE OR OFFICIAL RECORD PD PLANNED DEVELOPMENT o DENOTES DELTA ANGLE L DENOTES ARC LENGTH C. B. DENOTES CHORD BEARING PC DENOTES POINT OF CURVATURE - PI DENOTES POINT OF INTERSECTION 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 BOOK 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 VAUD WITHOUT AN AUTHENTICATED ELECTRONIC SIGNATURE AND AI.ITHENTICATED ELFCTRONIC SEAL. FOR 1 Tf IE 7FIRMJAMES JAY JILES PSM #4997 DATE AL 7 -7 8' x 13'Screen Room 1/4" = 2' For kt,—, c, A- e- C) 02 U 3- Elite T, Roof 14' Top View 13' Front View 8-5" I 1,2) 2.,2) C,O kI t• 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) SCALE: N.T.S. HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL E.J':'. Fs 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, FI32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpo@bellsouth.net PAGE COPYRIGHT 2006 3A-1 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 EDGE BEAM (SEE TABLES r 3 3A.1.1 & 3A.1.2) MAX. HE IGH (h) 1 k 2-1 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 FOR ROOF BEAM ALTERNATE CONNECTION P/2, -----• a@ FASCIA ALLOWED P/2' . (SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS w SEE TABLES) z ?' rhO.H. SOLID ROOFcn 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/ WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF 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 8 1EM12 TYPICAL SCREEN ROOM SCALE: 3/16" = 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) 767.6558 Email: lebpe@belteouth.net PAGE © COPYRIGHT 2006 ' 3A- 2 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF tAWRENCE E. BENNETT, P.E. FSECTION 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. 3-112" 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 HOLLOWUPRIGHT 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" x2"OR2"x3"OR2"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@bellswM.net PAGE © COPYRIGHT 2006 3A- 4 I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. 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 1-1/2" 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 TTACHED TO 1" x 2" OPEN LACK 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" ANCRETE/MASONRY NCHORS @ 6" FROM EACH OST AND 24" O,C. MAX. AND JALLS MIN. 1" FROM EDGE OF ONCRETE TYPICAL &ALTERNATE CORNER TAIL Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, Fl32121 Telephone M (386) 767-4774 Fax #: (386) 767-6666 Email: lebpe(Qbellsouth net PAGE © COPYRIGHT2008 OLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 3A-6 NOT RI BE REPRODUCED IN WH SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF P 5: 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 1.................. SECTION 3A RISER PANELS ATTACHED CHAPTER 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. F132121 Telephone #: (386) 767-477.4 Fax #: (386) 767-0556 Email: lebp*Qbellsouth.net PAGE Q COPYRIGHT2006 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 CANTILEVEF 0 l l l l A B C D E 4 SPAN NOTES: 1) 1 = Span Length CL' = 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 # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, south Daytona, F1 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpeCbellsouth.net PAGE Q COPYRIGHT2006 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 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: distance from up g r1g ht to center of brace to beam1. Above spans do not include length of knee brace. Add horlZOntal connection to the above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL &oSTRUSTR8. UCTURAL ENGINEERING p. 21 Telephone #: (386) 787-4774 Fax #: (386) 767.660 Email: labpe®betteoulh.net PAG I © COPYRIGHT 2008 WRITTEN3A-12 NOT TO BE REPRODUCER IN WHOLE OR IN PART WITHOUT THE WREN PERMi39iON OF IAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS SECTION 3A Table 3A"2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms All— &flR9T-A For 3 second wind gust at i4u ryir" "-j -- - - th w a punnt o patall Y 5. 0- 6 QY V f1Y 71 QY 3.0" 3.-6Y Seions 4'- 9" 4.-6Y i' -V V --V ct' b'ordeflection'd' aY h x x4- x x4" x x6" x 2" x 4" x 0.045" Sna W.I. b B'- 10" b tol q _ u 6' t" b 6'-11" tr 5'-7" b 5' 4" b 5'-1" b 5'-11 ` b 5'-9` b 5' 8" b 5'-4' 3" x 3" x 0.045" Fluted 8' i' b g" b 7'" b 6'-10" b 6'-8" b 8'-3" 9'- 1" b 8'-8" b 8'-0' b 7'-®" b 3" x 3" x 0.060" Square S" x S" x 0.093" 3 uare 17-3 b b 10' 8" b 10'-0' b 9'-8" b 12'- 5° b 12'-0" b 3" x 3".x 0.125" 3 uare 17 7a b 17 =7" b 18' 6" b 15'-8' b 14' 9" b 14'-0" b 13'-5" b 12'-11" b 4" x4"x0.125" S uare 19-0 b brace to beam connection to the Notes: of knee brace• includelengthAdd horizontal distance from upright to center of 1. Above. spans do not above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E.L # 1 6" CIVIL & STRUCTURALIN P.O. Bar 214368, South Daytona. F132121 Telephone 0- ( 386) 7e7.4774 Fax $: (366) 767.6668 Emall: I8bpa0b0ILMMXA P AGE25 COPYRIGHT 2008 THE WRITTEN PERMISSION OF LAWRENCE 6ENNE7T' P NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT SOLID aWF PANCL PRODU MM SMWTPANOLDEMRWMTABLES t w rr:i• r r i:irii . r : r it r ii i •irir r ii1 . ..iiii . rr iir r M 0 GcrvowTsm 1-1-1 , *- J- ,' I - i i - 7 Umw= GppA,110 0 man" GIs L.t a0x MWWMMFGt WWORMOTAL Ip X l4' S.ILL ORWOM IA i ip. Fy, i1. a NxiirLU& Ilro.mommmoo- ALLEWOM HUM OWPAN& OaM=FAeM .; s"WACWQWOA r MVI il -I It yay- a h Lam' 1 . ' _•. F- cWAiLOPOMBOM twm &V{li Bl IWOUL(B)PERPAN ACIDpjATPAN ALTSRNAMIOONNWTM— PMKMINAMTttwm HSAM vvruan Luwwuw, AT, Toomm 0U ALUM URN 010x(t, 1-0410 FEN 0 12° PAMM PWM- QrjWWA PPik-`®PJPD" H#axiru=Lu WOLOSW awppxwjm BMM'i0ir 7) . MTMMU M LOR lwww L ®96j4 PE FL# 1 NOW* — VAN worwommmommm i t.i i IL r• ... ..r: r... 460 p iir•u•r •••• ir'o i•. a SECTION 7 SOLID ROOF PANEL PRODUCTS I EL®ME 2000ffl Lawrence E. Bennett, P.E- FL # 16644 i Elite Aluminum Corporation CIVIL & STRUCTURAL ENGINEERING iNO _ 1801 N.W. 641h Streat P.O. Box 214368, South Daytona, FI 32121 P rwi roa u FL Lauderdale, FL 33309 491-1433 Telephone p. Ema11: 767- ( bellsout #-. ( 88) 707.8558 -- - — - Tel: (954) 491.3700 Fax: (954) PAGE © COPYRIGHT 2006 P 7'36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE W II"rEN PERMISSION OF Lp,WRENCE E. BENNETT, 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:O_D or'D'n; Importance Factor 0.87 for 100 MPH and 0.77 for 110 MPH and higher; 120 MPH or l -)k) 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: ntractor / 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 No A. Project name & address on plans ............................................. El 0 B. Site plan or survey with enclosure location ................................... 0 C] C. Contractor's / Designer's name, address, phone number, & signature on plans .... C3 IZID. Site exposure form completed ................................................. E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following: Plan host structure area of attachment, enclosure length, and ........ El 1. view with projection from host structure . 2. Front and side elevation views with all dimensions & heights ................. El 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) m El 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 No El Cl 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 1p.00 (b or d) x 1.00 (b or d) = 4 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 Design Check List for Screen / Vinyl Room (Page 2 of 2) B. Upright tables w/ sizes, thickness, spacing, & heights ........................... ID 0 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 @ 120 MPH @ MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) = Wind Zone Multiplier ** 1 1 Exposure Multiplier ** C. Table 3A.3 with beam & upright combination if applicable ........................ Yes No D. Connection details to be used such as: 1. Beam to upright........................................................... 02. Beam to wall.............................................................. El4. 3. Beam to beam............................................................. Chair rail, purlins, & knee braces to beams & uprights ........................ 5. Extruded gutter connection ................................................. IZI6. U-clip, angles and/or sole plate to deck ...................................... E. Foundation detail type & size .................................................. 0 Notes: Appropriate multiplier from page 3A-ii and 3A-iii. b-8 auQd- yes For and, I ND ba 3 far .......— e. Fob "•' ................ i.teiog d 8 .................... asue,, ................... ......... d.MWof ....,,.... No 7' ° 8 6e ea d o an an ii ice• ..................,..- w... . ... rrrururarwwarrr.rb. BOM .. a .................. d. UPW OdBUM .......... ww L CaNd 11{ wo v1 its ip end • ...... d. pmmko...,. ...................... ao ........ Y" No Clts lhs d &Moo ................. iot ................• a. .... d.4yP c. Y IAYMWw..••.....••••.:...... mow.• u•..•....•...•••••...•.......•...•... yi,.• ... •••••.•. •......... L WdWd %• w r........ • • . lO• ............. o< Sbrs d wylo r Rw. ,. uJ..... I4YfIN_ aYte.^._ p f706.. • ... • ... . t . CL i 04