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1307 Berkman Cir - BR08-002625 (Sceen Walls) DocumentsRECEIVED CITY OF SANFORU'i'cRMIT`APPLICATION 17 200b Submittal Date: Application #: _ 4` Job Address: Value of Work: $ Parcel ID' c2 1 q` 9_ 6 b0 d `3V j 6 Zoning: Historic District: 15U-fen /A5-fr f 5 Square Footage: Description of Work: ........... Permit Type: Building ........... Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Sign 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 Plumbing/New Residential: # of Water Closets ncc-nev Tvne• Residential Commercial Industrial of Gas Lines Plumbing Repair -Residential Commercial Occupancy Use Group(s): Construction Type: if of Stories: # of Dwelling Units: •.Flood Zone: (FEMA form required) Property Owner: • • • U [,1 . Co • • • . Contractor2 Address:'Uln t )cw,d Gf e Address Phoney JU D I E-mail:`Phne 3 Bonding Company: Address: Address: e aroj__ c r State License Number Phone: Architect/ Engineer: Fax: Address: 0 „3 'Fax l ';3'()5 E-mail:Pt/Z l dO Plan Review Contact Person: / / 0 I Vr 1 L y P one: j/ SU (,' A L'r 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. 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 IMPRVEMENTS TO N THE JOB SITE BEFORE THE F RSTOINS INSPECTION. FOYOU URPINTEND TO OBTROPERTY. A OAINFINANCING, CONSULT WITHTICE OF COMMENCENTYOURLENNDER OR AN AT BE RECOREDANDOTTORNSTEDEYBEFORERECORDINGYOURNOTICEOF 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 Pro" of tl regytiyements of Florida Lien Law FS 713. X -> Signature of Owner/Agent Date Sign ur of ractor/Age Dat x n Print Owner/ Agent's Name Print Co tra for/Agent's Narrle ^ t 1 l0 Signature of Notary -State of Florida Date Si na t hb4tl&W Hof Florida Date arlette R Mosley My Commission DD672.9-1 a+ Ex ire s 07/OC,i2i i1 Owner/Agent is — Personally Known to Me or Contractor/Agent is PerPersom I Iwn to Me or Produced ID _ Produced ID ENG: BLDG: APPROVALS: ZONING: TIL: — FD: Special Conditions: Rev 07.07 3 C Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 zs DAVID JOHNSOM CFA.ASA PROPERTY APPRAISER SEMINOLE COUNTY FL. W e 6 7i5 tal335 2 s- a 0. I: 11ot E. FIRST sT SANFORD, FL 32771-1468 407-66S- 7506 IGINAW DR VALUE SUMMARY VALUES 2008 Working 2007 Certified Value Method Cost/Market Cost/Market GENERAL Number of Buildings 0 0 Parcel Id: 28-19-30-519-0000-3410 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: 1307 BERKMAN CIR SANFORD 32771 iust,Market Value 25,880 31,140 Subdivision Name: REGENCY OAKS UNIT THREE Portablity Adj 0 0 Tax District: S1-SANFORD Save Our Homes Adj I $0 0 Exemptions: AssessedValue ( SOH)J 25,8801 31,140 Dor: 0003-VACANT TOWNHOME Tax Estimator Portabilitv Calculator 2008 Notice of Proposed Pro 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 LandslTrails I/S Debt 25,880 0 25,1180 14511 3.76 Total 118. 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 Deed Date Book Page Amount Vac/Imp Qualified 2007 Tax Bill Amount: $581 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 LOT 0 0 1.000 25,880.00 $25,880 PLATS: Pick... Permits LOT 341 REGENCY OAKS UNIT THREE PB 72 PGS 9 - 11 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 next ear's property tax will be based on Just/Market value. http: //www. scpafl. org/web/re_web. seminole_county_title?parcel=28193 0519000034 l O&c... 9/ 10/2008 Seat'-Z A k,,v, IOV .4-,, 10 CA-ca-1 pa,Ak t>rG'1-7 e 8' x 13' Screen Room 1/4" = 2' 02 LA. Y Elite 9' Roof 14' Top View l 3' Front View 8'5" n tzcz> 00 b0 a h 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. Q FS 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 COPYRIGHT2006 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 1 3 3A.1.1 & 3A.1.2) MAX. / H* // UPRIGFiT/ 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@FASCIAALLOWED P/2'- ...._. SEE SECTION 7 FOR DETAILS) SIZE BEAM AND UPRIGHTS W SEE TABLES) CD Cr. z O.H. N C SOLID ROOF C 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 1O M AND INTERNALLY ORW/ ANCHOR CLIPS AND (2) #8 SCREWS W/WASHERS @ EACH POINT OFUMN CONNECTION. 2. SELECTFRONTWALLBEAM 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. ANCHORSBASEDON123MPHWINDVELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 100 - 1 3 8 TYPICAL SCREEN ROOM SCALE: 3/ 16" = V-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona, F132121 Telephone#: (386) 7a7.4774 Fax #: (386) 767-6556 Email: Iebpe@bellaouth net PAGE © COPYRIBEREPRODUCED 06 3A' 2 NOT TO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. 1 SECTION 3A 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 ATE HOLLOW UPRIGHT TO BASE OLLOW 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. 64-10x10 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 1-118" MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3" 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-BSW Email: lebpa@belisouth net PAGE © COPYRIGHT 2006 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. L.. _. .-.._.. - 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 1TTACHED 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 CONCRETE W/ 1/4" x 2-114" ONCRETE/MASONRY NCHORS @ 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 # 16644 CIVIL & STRUCTURAL ENGINEERING P.O. Box 214368, South Daytona. FI 32121 Telephone #: (386) 767-4774 Fax #: (386) 767-6556 Email: lebpe@bellsouth.net PAGE © COPYRIGHT2008 3A-6 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF IAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PAS: 4)1/4" x 4". LAG BOLTS VVf 1-1/4" FENDER WASHERS PER 4'-0" PANEL ACROSS THE FRONT AND 24" O.C. ALONG SIDES 2" x 2" OR 2" x 3" HOLLOW GIRT AND KICK PLATE 2" x 2" HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 4, e TYPICAL UPRIGHT DET L SCALE: 3" = V-0" SECTION 3A RISER PANELS ATTACHED PER 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) 767-65W Email: lebpe(Mbellsouth.net PAGE COPYRIGHT2008 3A-7 NOT TO BE REPRODUCED 10 WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SCREEN, ACRYLIC & VINYL ROOMS UNIFORM LOAD l a A B SINGLE SPAN CANTILEVER UNIFORM LOAD l l A B C 2 SPAN SECTION 3A UNIFORM LOAD l l l A B C D UNIFORM LOAD 3 SPAN l l l l 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, A 32121 Telephone #: (386) 767-4774 Fax #: (386) 767.6566 Email: lebpeCbelisouth.net PAGE COPYRIGHT 2008 3A-9 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAyYRENCE 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 #/SF for Max. Cantilever) Wld 6083 T-6 2° x 2' x 0.055" 4 " Load Max. S an'L' ! endln 'b' or deflection Id Max. Span IL'1 bandin 'b' or deflection'd 4 Span Max' an 3 Span 4 Span Max. Widw (V-) 1 & 2 Span 3 Span Cantllever Cantllever ._ e, ," , a" d i'-0• d 7 4' &" d 5'-7' 0 a -o u 0'-10" d g 4'-r d 5'-8" d 8 4'.4" d. 5'-4` b VA b 4'-6" d 6'-5" d 5'-0" b 0'-10' d g 4'-2" d 6'-0" b 4'-10' b 0'-10" d 70 4, 3" d 5=2" b 5'-0" b 0'-10" d 10 4'-0" d 4'-9" b 4'-7" b 0' 9" d 44'-8" b 12 3'-11' d b 4'i' b 0'-0" d 12 d W-4' 4 2. b 0'-9" d 2" 0. 0 S I bandin b' or deflectMndIx20.0 5 bandin 'b' or detlecto ax. Load Max. an'L' Load Max. Span'L'.1 Width (f -) 1 & 2 Span 3 Span 4 Span Cantllever Width (M) 1 8. 2 Span S Span 4 Span Cant lever 8'-5" d 7'-11• d 8'-1" d 1'-3" d 5 b'.8" d 7'-1" d 7'-2" d 1'-1" d b 6 6'.0" d 71- V d 7'-7" d 1'-2" d 6 51-4' d 6'-8" d 6'-9" d 1'-0" d 5,-0. dR—W-W T-0" d 1'-1" d 7 5'-1" d 6' 4' d 6'-4" b 0'-11" d S 5'-6" d 6'-11" A 1'-1" d 8 4'-11" d 6'-0" d 5'-11' b 0'-11" d 5,-0. d 6'-0" b 11-0" d d 9 4'-8" d 5'-9" b 5'-711 b p'.11" d 10 5'-1" d 6'-2" b or--IV 10 4'-6" d 5'-0" b 5'-3" b 0'-10" d 11 4-0" d 5- 11" 12 419" db 0.11' d 12 4 3 d 4 b 4= 0" b 0 =10" d 2"x4 x0.05o b' deflect on d 2" x 3" x 0.045" I bandin 'b' or deflection d' Load Max. S an'L' I bandin or Load Max. S an'L' Width (fQ 1 8 2 Span 3 Span 4 Span CaMax. ntlievi Width (ft•) 1 8, 2 Span 3 Span 4 Span Cantilever d 5 T-1d " B'-0" d 8' -9" b 1'-4" d 5 9'-2" 8'- 6" d g 6-W d 8'-3" d 7'-11' b 1'-3" d 6 7 6'4" d 7'-W b T-5" d 71-2' b 6'-11' b 1'-2" d 9 7,-0. d 8'-8 9 6'-10" d 6'-9" b 61-6" b 1'-1' d 10 T3" d 8'-2" b 7'41" b 1--6" 1 p 5'-7" d 5" b 6'.2" b 1' -1" d d 11 6'.11" b T-10` b T-7• b 11 5'-6" d b6l- 80 1'- 0" 12 8' 8" b T 6" b T3" b 1'-4" 12 6'-3° b 1'- 0" d Notes: Add horizontal distance from upright to center of brace to beam 1. Above spans do not Include delen th of 0lutes brace. connection to the above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL& suRU eTURAL ENGINEERING 32121 Telephone #: ( 386) 767-4774 Fax #: (388) 787-6W Epp; tebpeabe0eouth•net PAGE © COPyRIGHT 2008 3A.' 12 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMt98lON OF LAwRENCE E. BENNErf. P.E. SCREEN, ACRYLIC & VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms Aluminum Alloy 6063 T$ For 3 second wind gust at 110 MPH velocity; using design load of 13SFTrIbitaLoaldWidth'W' Purlln 6 3Sections -03 -6 ,Avowable eight.. 'H' I bending. V or c SECTION 3A 2" x 4- x u-u40 1 x 3" x 0.041" o.'- Fluted 7'-4" b 8'-10" b 8'-4" b 6 b 3" x 3" x 0.060" 3 3'- 2" b 2'-3" b 11 i" b 10"" b 0'•3' b 9'-9" b 9'-4" b 8'-11" b 8'-8' b 8'` 3" x3"x0.093" 3" x 0.125" 3 uare S uare 15'-10" b, 5'11 "" b 14 5" b 13 -10" b 13'-4" b 12 -11" b 3" x 4" x4"x0.125" S ua 20'-6" b 18''11"" b using 17 $" b design 18'$" b For 3 second wind gust at 120 MPH velocity; Tribute - th W ,s Purlin S acin 7$" Sections 3-0» 3.$» 4'-0" 4'-6" bendln 'b' or deflection'd' AllowableHal2" x 2" x 0.044" Hollow b'-11 N 6 5'-8 b 5 S' 7"" b 6'-3" b 6'-0" b 4 -.10" b 2" x 2" x 0.055" Hollow 6 -10 b 6 11" b 81-3" b 6'-11" 5' 4• b 5'-1" b 4'-11" b 4' &" b 4'-7' b x 0. 070" Hollow 7'-2" b 10-11` b 6'$" b 10'-1" b 9.'S" b 8'-11" b 8'$" b 8'- 1" b 5'$" b T-8" b 6'-8" b T$" 5'$" b 6L1' b xu T- 9" b. T-2" b V 8' 8" b 8'' b b 8-16'- 0" b 2" x 4" x 0.050" Hollow 88" b 8! 1 b 8-0""" b 10'l" b 9'- 0" b 9'-5' b 8 -11" b 8 i TO- 7— b2" x4" x 0.046" 2" X 5" x 0.062" S.M. B. Hollow 18- 7" b 13'-2" b 12' &" b 110'- b V-V b 10-11" b 80 7" h 2" x 5" x 0.050" S.M.B. 4'-T b 13'-- 01"" b 15'-61" 0° b 42-10" b 14'$0• b 4'$' b 2" X 8" X 0.050" S.M.B. 18'-0" b 6'--78"" b 8-2" b 5'-0' b b 5'$" b 2" x 2" x 0.044" SnapT-1 8'-7 b T-11" b 7 '" b 8 b T-10" 7 $" b T-2" b 8 =10" b 6'T b 8'-b' b 2" x 3" x 0.045" Sna 10-1 b 8'-4" b 8'-9" b b 2" x 4" x 0.045" 3" 3" x 0.045" sna Fluted 8'- 10" b 9 b 7,°" 8'. 0" b 6'-8" b 8' 3" b 5'-110" b 5'-9` b 5'$" b 5'-e' b x 3" x 3" x 0.060" Square 8 -5 b b b b 12' 85" b 18'- 0 b 181' 8" b 1-0-1' b3" x 3" x 0.093" 3 uare J V-3q 17-7b18' 3" b i 6' 2" b 14 -4" b 3'-7"" b 12''-11" 14'-0" b 13'-5" b 12'-11" b 12' 6° fZ b 3"x3". x0.125' S uare 19'-0" b 17'-7" b 18'$" b 15'-8' b 14'-9" b 4" x 4" x 0.125" S uare brace to beam connecU on to fie° Notes: of Include lengthkneebrace. Add horizontal distance from upright to center of 1. Above. spans do not above spans for total beam spans. 2. Spans may be Interpolated. Lawrence E. Bennett, PN W CIVIL & STRUCTUR/ 3 WEER NG P.O. Box 214368, South Daytmm, F132121 Fax #: (366) 767"660 Telephone 0: (386) 787-4774 Email: IebPe® WIsouth.net n3A-25 COPYRIGHT 2008 THE WRrfTEN PERMISSION OF LpyyRENCE E. BFS1NETr, PE- NOT TO BE REPRODUCED IN WHOLE O R IN PART yy{OUT r- , -, .-- F.-Tal A lit I BP TABLES 4&ff- SCAM T" Umum E. PS: FL# 1044 T.Vomik VMS ON040 son immommodo" 761 a i 8EC'I101' 7 umolRAPIER Jo$ W= gMMMPEP- pAMORTMOTAL moxa4" LILLOR FCRM amaltem P) lwxiAFo 4X4M am BA ummm L 86 nn^ P-L FL # f 0644 POTOM 7- 4 11'8. N•S. ALLEWOMBCMWM Vs L s RWPMEL EMM FASCIA 0 ax 1ffl I p) PERPIAN AND (i)ATPAIN Irk Wxet) PANWMWWTMWM P HENANDpD 0 W P iO 0' WHOP TO ' rag 1q" KrI Toomm womml A! I CWAII—q gloxtV JAXIO FM air, PAMT QPJWWI II iamwoww` - HnAMMWW MN WAM V l 4MV ot2A#D P-P'gL &84 Hn4 iFF®/ 2L P SCAM r, ®1ti0' SEC TION 7 SOLID ROOF PANEL PRODUCTS EULE ' n Lawrence E. Bennett, P.E. FL # 16644 Elite Aluminum Corporation CIVIL & STRUCTURAL ENGINEERING i _ 1B01 N.W. 64th Street P.O. Box 214388,'South Daytona, Fl32121 Hneuct _ FL Lauderdale, FL 33309 Fax t. 88)787 58 Fax (954) 491-1433 Telephone # 7Tel: (954) 491.37C Ema11: Iabp8Qb8I18Mthnet PAGE © COPYRIGHT 2000 PERMISSION OF LAWRENCE E. BENNETT, P.E. 7- 36 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WiITTEN 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'E or':C''D 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 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. 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 ...... :............. .. ....................... ElC. B. Site plan or survey with enclosure location ..................................... Contractor's / Designer's name, address, phone number, & signature on plans .... mD. Site exposure form completed ........ ....................... ........ ........... E. Proposed project layout drawing @ 1/8" or 1/10" scale with the following: host area of attachment, enclosure length, and ........ 1. Plan view with structure projection from host structure . 2. Front and side elevation views with all dimensions & heights .................. El 0 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) ID 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) IV. Highlight details from Aluminum Structures Design Manual: Yes No ElA. 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 ** -pJ 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 r Required Span @ 120 MPH 0.00 (b or d) x 1.00 (b or d) x 1.00 (b or d) _ @ MPH Wind Zone Multiplier ** _J I 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.............................................................. m3. Beam to beam............................................................. 4. Chair rail, purlins, & knee braces to beams & uprights ........................ 5. Extruded gutter connection ................................................. I 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 Uwecow Tm For an i. o , .•................. .. 8. A M4.w • .. .... .... ....-- 1 . ILPm 1 ai. [ ............ .... 4° ya b.a AWN useasaraun.aesa.r •+ w '.,.. 01, ... yo 8 d. CansMabovd to do& Yda is ... ................. .._._ Irdws bradwwan .uw at ........: ............. 1 f .............,.. r boo to bwn .. .. WdFmw................................ s 02 x a PL.®T PLANe - DESCRIP•TION:-'fAS FURNISH`'E.Q. LOTS 337-34.2, 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 1 ",'= 30' PLATTED AS: GRAPHIC SCALE BERKELEY CIRCLE01530 ti 4-{I 42' RIGHT OF WAY I I W LqJ V jra I 7.0' -• aVaV Iq 0 O Z W.= I LLJ 0 0 Y 5JFr Op YaY 60 O Lu O m m I I O Z I 10' DRAINAGE EASEMENT I BUILDING SETBACKS FRONT: 19' REAR: 13' SIDE: 5' PREPARED FOR: PULTE HOMES 122.67' N90'00'00"F Itp DRIVE. I I DRIVE I I DRIVE, i F DRIVE I I DRIVE I1 DRIVE: I 1 1 I 12.0' 12.0' 12.0' 12.0' I Ti 6.3' C ENTRY ENTRY .. : ENTRY ENTRY ;'„ 6.3' COVERED COVERED < " COVERED COVERED 6.0' 6.0, I 6.0' 6.0' 108, 67' 0 0 d 0 0 0 COVERED N O ENTRY COVERED PROPOSED BUILDING TYPE 6A ENTRY I FINISH FLOOR ELEVAT10N=54.00 GAWANO I SAN CARLO FLORENTINO FLORENTINO jSANjCARL0 GAWANO7.018.3' 18.0' 8.0' OVERED COVERED• i :GOVERED' O COVERE PATIO 5 PATIO: P TCO.., nROD' i m 10 pAT10, o 13.3- . I N LOT 337 n.l LOT 338 i LOT 339 I LOT 340 I LOT 341 I M LOT 342 a 25.33' ' I 18.00' i 18.00' I 18.00' I 18.00' I 25.33' S90'00'00"W 122.67' TRACT A BUILDING POSITIONED PER LAYOUT DRAWING PROVIDED BY CLIENT 1. ELEVATIONS SHOWN ARE PER ENGINEERING PLANS PROVIDED BY THE CLIENT. VN, IS PLOT PLAN IS INTENDED FOR PERMITTING. PURPOSES LY, THIS IS NOT INTENDED FOR THE .CONSTRUCTION OF PROPOSED HOUSE. REFER TO HOUSE PLAN AND OPTIOf LIST FOR CONSTKuCTIUN. LL BUILDING SET BACK LINES SHOWN HEREON IS PER DATA FURNISHED BY CLIENT AND IS FOR INFORMATIONAL PURPOSE! ONLY. 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 AREA OUTSIDE 100 YEAR FLOOD PLAIN THE SURVEYOR MAKES NO GUARANTEES AS TO THE, ABOVE INFORMATION. PLEASE CONTACT THE LOCAL, F F AA A ArFKIT F P WIDIMPATiMl FIELD DATE:) REVISED: SCALE: 1" = 30 FEET APPROVED BY: SJ JOB NO. V8000283 LOTS 337-342 DRAWN BY: PLOT PLAN 05-16-08 AN/ LEGEND W jzp} x<5 j a W W W m m BUILDING SETBACK LINE MLW MINIMUM LOT WIDTH CENTERLINE POB POINT ON BOUNDARY POL POINT ON LINE RIGHT OF WAY LINE PCC POINT OF 'COMPOUND CURVATUREXPROPOSEDELEVATIONPOCPOINTONCURVE OR OFFICIAL RECORD PROPOSED DRAINAGE FLOW PD PLANNED DEVELOPMENT 0 DENOTES DELTA ANGLE CONCRETE L DENOTES ARC LENGTH PSM PROFESSIONAL SURVEYOR & MAPPER C.B. DENOTES CHORD BEARING LB LICENSED BUSINESS PC DENOTES POINT OF CURVATURE LS LICENSED SURVEYOR PI DENOTES POINT OF INTERSECTION PRM PERMANENT REFERENCE MONUMENT PRC DENOTES POINT OF REVERSE CURVATURE PCP 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 FND FOUND RP RADIUS POINT C/W CONCRETE WALK R RADIUS S/W SIDEWALK CS CONCRETE SLAB CP CONCRETE -PAD C CHORD LENGTH PB PLAT BOOK R/W RIGHT-OF-WAY PISS PAGES ORB OFFICIAL RECORDS BOOK NG NATURAL GRADE UP UTILITY PAD SO. FT. SQUARE FEET 1. THE SURVEYOR HAS NOT ABSTRACTED THE'' LAND SHOWN HERFlDN',,F jF , EASEMENTS, RIGHT-' t' OF WAY, RES-, I TIONS, OF RECORD WHICH MAY AFFECT :';HE I_PLE=OR JGE.OF THE LAND 2. NO UNDERG:30URD'W--RO lEMFNl- HA'-' BEEN LOCATED X0 'T AS SHOWI! --. '' - 3. NOT VAUD MTHOUT AM AGTHENIK'ATED EL2Til,nNIC' SIGNATURE AN67A.UT1 k7JTICATED ELEC RomiC SE6.i. AMI=R0CAN SUwl~NG 8c MAPPING'INC. CERTIFICATION OF AUTHORIZATION NUMBER LB#6393 FOR THE 1030 N. ORLANDO AVE, SUITE B J 2' FIRM WINTER PARK, FLORIDA 32789 407).426-7979 DAVID M. DeFILIPPO 'P`SM #5038 DAZE W1NW.AMERICANSU RVEYINGANDMAPPINGCOM