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HomeMy WebLinkAbout1912 Summerlin Ave(� Permit # 3/ z Job Address: CITY OF SANFORD PERMIT APPLICATION Date: RECEIVED NOV 2 8 2009 Description of Work: FU rY Q 7 F�t�rn,'.+ .w�� 4Z row,µ eo1 SCre,PyA A ,, t�,� 1� S'c�\;c� t n'Str(�rA Historic District: Zoning: Value of Work: $ '?90-0 Permit Type: Building ✓ Electrical Mechanical PlumbingFire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Construction Type: # of Stories: Parcel #: Owners Name & Address: f -L—. rqIa 'sCAMA-Wl e j111.t Contractor Name &,Address: KA'e, C Addition/Alteration Change of Service Temporary Pole _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for n,ther than X) Phone & Fax: W,7` (071-- Contact Person: 1 Bonding Company: Address: Mortgage Lender: Address: ?} Architect/Engineer: /Aki,renCle Address: f 0 �,G Jr —?)14,9,(R (Attach Proof of Ownership & Legal Description) 27-7�Phone: �d 11— OV.3 State License /Number:CC, Coro (90!j�7 +ti%(it Phone: Phone: Fax: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable taws regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR. PAY ING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, s to agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the requirements of Florida Lien Law, S 71 dT. -0S, i ature olfOwner/Agefi Date Signature of ContracrbeAgelit Date 37efl V1 rWl y\ P O er/ten 's ame r Co rac nt's e -4— Signature ofNotar4StXe of Florida Date Signatu a of Nota -State of Florida Date Owner/Agent is personally Known to Me or Contractor/Agent is _ Personally Known to Me or _ Produced ID,DL• ISS= L/Z l — �8` OW _ Produced ID 0*43 (J—A/^ -' 0- / Robert Hart Robert Hart �d Commission DD247681 APPLICAT ( EMMYgJa s Zonin ���" X kRI nitiR & Date) (Initial & Date) aN EM t (Initial & Date) a wi Expires March 08, 2008 Special Conditions: Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 ' E 1 D E­F,-,"J,L DAYiD„Ioiinsom CFA, ASA PROPERTY �APPRAISER SE MINOLEC6UNTYF1_. 11'61 E. AfiST:.sr sAMFo7to, OL3277t•1468 407.655-7SOS 2006 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 31-19-31-504-0500-0240 Number of Buildings: 1 Owner: HOFFMAN JERRY A & MARLYS A Depreciated Bldg Value: $100,463 Mailing Address: 1912 S SUMMERLIN AVE Depreciated EXFT,Value: $634 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $12,375 Property Address: 1912 SUMMERLIN AVE S SANFORD 32771 Land Value Ag: $0 Subdivision Name: BEL -AIR SANFORD Just/Market Value: $113,472 Tax District: S1-SANFORD Assessed Value (SOH): $75,749 Exemptions: 00 -HOMESTEAD Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $50,749 Tax Estimator 2005 VALUE SUMMARY SALES Tax Value(without SOH): $1,793 Deed Date Book Page Amount Vac/Imp Qualified 2005 Tax Bill Amount: $969 WARRANTY DEED 02/1978 01156 1862 $100 Improved No Save Our Homes (SOH) Savings: $824 WARRANTY DEED 01/1974 01014 1438 $10,700 Improved Yes 2005 Taxable Value: $48,543 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LAND LEGAL DESCRIPTION Land Assess Land Unit Land PLATS: Pick. Frontage Depth Method Units Price Value LEG LOT 24 (LESS W 7 FT FOR ALLEY) BLK FRONT FOOT & 55 118 .000 250.00 $12,375 5 BEL -AIR DEPTH PB 3 PG 79 & 79A BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Base SF Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 1960 6 792 2,268 1,886 CONC BLOCK $100,463 $135,761 Appendage / Sgft OPEN PORCH FINISHED/ 52 Appendage / Sgft BASE SEMI FINISHED/ 270 Appendage / Sgft UTILITY UNFINISHED / 60 Appendage /Sgft BASE/582 Appendage / Sgft UPPER STORY FINISHED / 512 EXTRA FEATURE Description Year Bit Units EXFT Value Est. Cost New WOOD UTILITY BLDG 2003 120 $634 $720 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/pls/web/re_web. seminole_county_title?PARCEL=3119315040500... 11/28/2005 Permit Number Parcel Identification Number 31 a IS- S I ''S'Q /�, C—X— -J Prepared by: Wden Construction (Jorpora 425 S. Chickasaw Trail, Ste. Return to: Orlando, FL 32825 (407) 671-9697 NOTICE OF COMMENCEMENT State of P1 a(- 0 County of Serym 14 n 61 t. The undersigned hereby gives notice that im Chapter 713, Florida Statutes, the following i MARYANNE WASE, CLERK OF CIRMliP COURT MNOLE COi1tiM j HK 0601 fel FIG 1 125 0,W C)-c:Qga. CLERK' S # 2005204 168 RE_MBED 11/28/L 5 f0--00,02 AA REM11DIN6 FES, 10.00 i RErMED BY L McKinley CERTIFIED COPY PA, KYAWE /MORSE .'-CLERK F CIRuUIT COURT SEMI 0 COUNTY, FLORIDA TY 0LE T . 2 � ' ,ement(s) will be made to certain real property, M91Yn accordance200 with mation is provided in this Notice of Commencement: 1. Description of propert (legal description of the property, and street address if available) c tp Ccs- s ��-�c1e�/)i � K �' 3e� -A��r ��3 P379 -?M 2. General description of improvement(s)r- ly ry ` ryry e� i 5 ii� 1 I'llS (A /i�,��j ��i1r`�ti��Ar•1 i\rq;_. $'c:�I�r. '�M�r.� �,L) � �I• 3. Owner information Name. J e (h 1 ` Telephone Number q07— 7(e( ps t r Address A �1 \ a S 5`�,�. r„� e [ ; Fax Number n(� Interest in Property: 4. Fee Simple Title Holder (if other than owner shows above) Name ! Telephone Number Address Fax Number I 5. Contractor 3Eden (gon truction Corporation ame 425 S. Chic asaw. Trail, Ste. 251 Telephone Number qc?- (r, %/— 9& 7 ddress Orlando, FL 32825 Fax Number qo,)_ (10 7 f — 2- (407) 671-9697 3 6. Surety (if any) Name Address 7. Lender (if any Name Address 8. Persons within the State of Florida de as provided by 713,13(1)(a)7, Florida Name Address 9. In addition to himself or herself, Owner provided in 713.13(1)(b), Florida Statut Name Address 10. Expiration date of notice of commen different date is specified): /C)//;-.1 /0, Date Signed Telephone Number Fax Number Amount of bond $ _ Telephone Number Fax Number nated by Owner upon whom notices or other documents may be served itutes. Telephone Number Fax Number ates the following to receive a copy of the Lienor's Telephone Number Fax Number (if expiration date is one year from the date of reco Sigffature�of Owner fKote: per 713.13(1)(g), "owner must sign ... and no one else may be permitted to sign in his or her stead." l Sworn to and subscribed beforee this — I day of C�C` 7�d��'�'� —,20 ! NI?rr�/ � ,��;,,, who is known to me OR prod Signature of Notary 23-20 (9/04) {g-orC8-o as Identification. g,gr a Robert Hart jdal My Commission D0297501 v o WAX& ��0 S ly unless n.5-- by _ personally SCREEN, ACRYLIC & VINYL ROOMS INTERIOR BEAM (SEE TABLES 3A.1.3) r H SECTION 3A HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL 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 TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE: N.T.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P. E. 3A-1 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. 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 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 ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3" = 1'-0" 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 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" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A-4 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. n LJ C 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 ATTACHED TO 1" x 2" OPEN JACK 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 "ONCRETE W/ 1/4" x 2-1/4" ONCRETE/MASONRY ,NCHORS @ 6" FROM EACH OST AND 24" O.C. MAX. AND JALLS MIN. 1" FROM EDGE OF .ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767.6556 I PAGE3A-6 I O NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 HOST STRUCTURE TRUSS OR RAFTER 1" FASCIA (MIN.) COMPOSITE ROOF PANEL za ao HEADER (SEE NOTE BELOW) #8 x (d+1/2") S.M.S. @ 8" O.C. FOR MASONRY USE 1/4" x 1-1/4" MASONRY EXISTING HOST STRUCTURE: ANCHOR OR EQUAL WOOD FRAME, MASONRY OR @ 24" O.C.FOR WOOD USE OTHER CONSTRUCTION #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.C. ALTERNATE COMPOSITE ROOF PANEL TO WALL DETAIL SCALE: 3" = 1'-0" COMPOSITE ROOF PANELS SHALL BE ATTACHED TO EXTRUDED HEADER W/ (3) EACH .#8 x (d+1/2") LONG CORROSION RESISTANT S.M.S. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE @ COPYRIGHT 2004 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-9 SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.4.1 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers Proprietary Products: 3" Y AR" Y 0.024" Roof Panel Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 15-1" 17'-9" 16'-3" 4'-0" 110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 154" 14'-10" 4'-0" 120 MPH 20'-4" 22'-9" 21'-11" 17'-5" 19'-5" 18'-10" 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 1 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'4" 9'-6" 10'-8" 10'-4" 3'-11" 'a" v AR" v n n4n•' Rnnf Panal Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8" 25'-9" 18'-8" 20'-10" 20'-2" 4'-0" 110 MPH 24'-11" 27'-11" 27'-0" 21'-11" 24'-6" 23'-8" 16'-2" 19'-3" 18'-8" 4'-0" 120 MPH 23'-10" 26'-8" 25'-9" 20'-5" 22'-10" 22'-1" 14'-8" 17'-8" 15'-10" 4'-0" 123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 14'13" 16-0" 15'-6" 4'-0" 130 MPH 21'-2" 23'-7" 22'-10" 18'-8" 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 12'-8" 14'-2" 13'-8" 4'-0" 150 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 11'-2" 13'-2" 12'-9" 4'-0" All - AQ" v n n.)A" Dnnf D.nal Wind Region Open Structures Mono -Sloped Roof Screen Rooms & Attached Covers Glass & Modular Rooms Enclosed Overhang / Cantilever All Roofs 1&2 3 4 1&2 3 4 1 &2 3 4 span span span span span span span span span 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26-2" 25'-3" 20'-6" 22'-11" 22'-2" 15'-1" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" 13'-9" 164" 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" 17'-5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'-0" 15-1" 14'-7" 13'-6" 1 15'-1" 14'-7" 10'-5" 12'-4" 11'-4" 4'-0" A.. -. AD" - n non" 0-4 0-1 Wind Region Open Structures Mono -Sloped Roof 1&2 3 4 span span span Screen Rooms & Attached Covers 1&2 3 4 span span span Glass & Modular Rooms Enclosed 1&2 3 4 span span span Overhang / Cantilever All Roofs 100 MPH 27'-11" 31'4" 30'-3" 26'-8" 29'-10" 28'-10" 20'-10" 23'4" 22'-6" 4'-0" 110 MPH 27'-11" 31'4" 30'-3" 24'-7" 27'-5" 26-6" 19'4" 21'-7" 20'-10" 4'-0" 120 MPH 26'-8" 29'-10" 28'-10" 22'-10" 25'-7" 24'-8" 17'-8" 19'-10" 19'-1" 4'-0" 123 MPH 25'-8" 28'-8" 27'-9" 22'-2" 24-10" 1 23'-11" 1 16'-0" 1 19'-3" 18'-7" 4'-0" 130 MPH 23'-8" 26'-5" 25'-7" 20'-10" 23'-4" 22'-6" 15'-2" 1 18'-1" 17'-6" 4'-0" 140 MPH 16'-2" 18'-1" 17'-6" 16'-2" 18'-1" 17'-6" 14'-2" 1 15'-10" 15'4" 4'-0" 150 MPH .16'-2" 18'-1" 17'-6" 1 16-2" 18'-1" 17'-6" 13'-2" 1 14'-9" 14'-3" 4'-0" Note: Total roof panel width= room width + wall wldtn + overnan TRUCTAL@ Lawrence E. Bennett, P.E. FL # 16644 350 B U R B A N K ROAD, CIVIL ENGINEER DEVELOPMENT CONSULTANT OLDSMAR, FLORIDA 34677 P.O. BOX 214368, SOUTH DAYTONA, FL 32121 NATIONWIDE 1 -BOO -229-5257 TELEPHONE: (386)767-4774 LOCAL B13-855-2627 FAX: (386)767-6556 FAX 8 1 3 -B55 -B 1 28 PAGE © COPYRIGHT 2004 q NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-49 SCREEN, ACRYLIC & VINYL ROOMS ( SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Roams For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) Aluminum Alloy ouos 1 -o 2" x 2" x 0.055" 2" x 2" x 0.044" Max. Span V/ (bending 'b' or deflection 'd') Load Max. Span V/ (bending 'b' or deflection 'd') Load Width (ft.) 2 Span 3 Span 4 Span Max. Width (ft.) 1 & 2 Span 3 S an p 4 Span p Max. Cantilever 1& Cantilever 5 5'-1" d 6'-3" d 6' 4" d 1'-0" d 5 5'-4" d 6'-7" d 6'-9" d 1'-1" d 6 4'-9" d 5'-10" d 5'-11" b 0'-11" d 6 5'-0" d 6'-3" d 6'-4" d 1'-0" d 7 4'-6" d 5'-7" d 5'-6" b 0'-11" c 7 4'-9" d 5-11" d 5-11" b 0'-11" d g 4'-4" d 5'-4" b 5-1" b D'-10" c 8 4'-7" d-8" d 5'-7" b 0'-11" d 4'-2" d 5'-11" b 4'-10" b 0'-10" c 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 9 1 p 4'-0" d 4'-9" b 4'-7" b 0'-10" d 10 4'-3" d 5'-2" b 5'-0" b 0'-10" d 11 3'-11" d 4'-6" b 1 4'-4" b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-10" d 12 s' -g; d 4'-4" b 4'-2" b 0'-9" d 12 3'-11" d 4'-9" b 4'-7" b 0'-10" d 3" x 2" x 0.045' ' 3" x 2" x 0.070" Max. Span V/ (bending'b' or deflection 'd') Load Max. Span V/ (bending 'b' or deflection'd') Load Width (ft.)Max. 3 Span 4 Span Width (ft.} 1 & 2 S an p 3 Span 4 Span p Max. Cantilever 1& 2 Span Cantilever 5 5'-8" d 7'-1" d 7'-2" d 1'-2" d 5 6'-5" d 7'-11" d 8'-1" d 1'-3" d 6 5'-4" d 6'-8" d 6'-9" d 1'-1" d 6 6-0" d 7'-5" d 7'-7" d l'-2" d 7 5'-1" d 6'-4" d 6'-5" d 1'-0" d 7 5'-9" d T-1" d 7'-3" d 1'-2" d 8 4'-11" d 6'-0" d 6'-2" b 0'-11" d 8 5'-6" d 6'-9" d 6'-11" d 1'-1" d 9 4'-8" d 5'-10" d 5'-9" b 0'-11" d 9 5'-3" d 6'-6" d 6'-8" d 1'-1" d 10 o 4'-6" d 5-7" & 5'-6" b 0'-11" d 10 5'-1' d 6'-3" d 6'-5" d 1'-0" d 11 4'-5" d 5'-5" b 5'-3" b 0'-10" d 11 4'-11" d 6'-1" d 6'-3" d 0'-11" d 12 4'-3" d 5'-2" b 5'-0" b 0'-10" d 12 4'-9" d 5'-11" d 5'-11" b 0'-11" d 2'' x 3" x 0.045" 2 " x 4" x 0.050" 'd') Load Max. Span 'L' / (bending 'b' or deflection 'd') Load Max. Span 'L' / (bending 'b' or deflection Width (ft.) 1& 2 Span 3 Span 4 Span Max. Width (ft.) 1 8,2 Span p 3 Span p 4 Span p Max. Cantilever Cantilever 5 7'-1" d 8'-9' d 8'-9" b 1'-5" d 5 9'-2" d 11'-4" d 11'-2" b 1'-10" d 6 6'-8" d 8'-3" d 7'-11" b 1'-4" d fi 8'-8" d 10'-7" b 10'-3" b 1'-9" d 7 6'-4" d 7'-8' b 7'-5" b l'-3" d 7 8'-2" d 9'-9" b 9'-5" b 1'-8" d 8 6'-1" d 7'-2' b 6'-11" b 1'-2" d 8 7'-10" d 9'-2" b 8'-10" b 1'-7" d 9 5'-10" d 6'-9" b 6'-6" b l'-2" d 9 7'-6" d 8'-8" b 8'-4" b 1'-6" d 10 5'-7" d 6'-5' b 6'-2" b 1'-1" d 10 7'-3" d 8'-2" b 7'-11" b l'-5" d 11 5'-5" d 6'-1" b 5'-11" b 1'-1" d 11 6'-11" b T-10" b T-7" b 1'-5" d 12 5'-3" b 5'-10" b 5'-8" b 1'-1" d 12 6'-8" b 7'-6" b 7'-3" b 1'-4" d Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767.4774 FAX: (386) 767-6556 PAGE FICN !RIGHT 2004 pTO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.3A-11 SECTION 3A I 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-6 _ _ J ...G. -J -..-L -a. 4 4 n uou .,e�.,��+.,• iicinn design lead of 11 XSF 1 -or 3 second wnw yuaL as V ...... ---y' r • a --- --- -- Tributary Load Width `W'= Purlin Spacing Sections 3'-0" 1 3'-6" 4'-V;—V4--6- 5'-0" 5'-6"1 6'-0" 6'-6" I Allowable Height 'H' I bending 'b' or deflection 'd' 7'-0'7T7'.6' T -6 - 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 1 7'-4" b 6'-11" b 6'-8" b 1 6'-5" b 6'-2" b 5'-6" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-0" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6' Ii" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b 8'-9" b 8'-4" b 7'-11" b 7'-8" b 7'-5" b 7'-:?" b 3" x 2" x 0.070" Hollow 12'-9" d 12'-2" d 11'-7" d 10'-11" b 10'-5" b 9'-11" b 9'-6" b 9'-2" b 8'-10" b 8'-( b 2" x 3" x 0.045" Hollow 12'-9" b 11'-9" b 11'-0" b 10'-5" b 9'-10" b 9'-5" b 8'-11" b 8'-8" b 8'-4" b 8'- I" b 2" x 4" x 0.050" Hollow 16'-3" b 15'-1" b 14'-1" b 13'-3" b 12'-7" b 12'-0" b 11' 6" b 11'-0" b 10' 2" x 4" x 0.046" 2" x 4" x 0.046" S.M.B. 19'-1" b 17'-8" b 16'-6" b 15'-7" b 14'-9" b 14'-1" b 13'-6" b 12'-11" b 12'-6" b 12'. 1" b 2" x 5" x 0.050" S.M.B. 23'-7" b 21'-10" b 20'-5" b 19'-3" b 18'-3" b 17'-5" b 16'-8" b 16'-0" b 15'-5" b 14'-11" b 2" x 6" x 0.050" S.M.B. 26'-1" b 24'-2" b 22'-7" b 21'-3" b 20'-2" b 19'-3" b 18'-5" b 17'-9" b 17'-1" b 16'..6" b 2" x 2" x 0.044" Snap 11'-3" b 10'-5" b 9'-9" b 9'-2" b 8'-8" b 8'-3" b 7'-11" b 7'-7" b 714" b 7'-1" b 2" x -3"x- 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 11'-9" b 11'-2" b 10'-7" b 1 10'-2" b 9'77b 9'-5" b 9'-i" b 2" x 4" x 0.045" Snap 17'-7" b 16'-3" b 15'-3" b 14'-4" b 13'-7" b 12'-11" b .L A9 Y/CC 12'-5" b 11'-11" b 11' 6" b 11' 1" b For 3 second wind gust at -tcu MI-rnverviAuy, u�V..y =� !J......• • •- "•-- Tributary Load Width 'W'= Purlin Spacing Sections 3'-0" 3'-6" 1 4'-0" 1 4'-6" 1 5'-0" 5'-6" 1 6'-0" 1 6'-6" 1 Allowable Height 'H' I bending 'b' or deflection 'd' 7'-0" T -6 - 2" x 2" x 0.044" Hollow 8'-8" b 8'-0- b 1 7'-6" b 7'-1" b 1 6'-8" b 6'-5" b 6'-1" b 5'-11" b 5'-8" b 5'-6" b 2" x 2" x 0.055" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-9" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5-1- b 3" x 2" x 0.045" Hollow ` 10'-5" b 9'-7" b 8'-11" b 8'-6" b 8'-0" b 7'-8" b 7'-4" b 7'-1" b 6'-10" b 6'-7" b 3" x 2" x 0.070" Hollow 12'-1" d 11'-5" b 10'-8" b 10'-1" b' 9'-7" b 9'-2" b 8'-9" b 8'-5" b 8'-1" b 7'=10" b 2'. x 3" x 0.045" Hollow 12'-10" b 11'-11" b 11'-2" b 10'-6" b 9'-11" b 9'-6" b 9'-1" b 8'-9" b 8'-5" b 8'-2" b 2" x 4" x 0.050" Hollow 14'-11" b 13'-10" b 12'-11" b 12'-2" b 11'-7" b 11'-0" b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 2" x 4" x 0.046" S.M.B. 17'-6" b 16'-3" b 15'-2" b 14'4" b 13'-7" b 12'-11" b 12'-5" b 11'-11" b 11'-6" b 11'-1" b 2" x 5" x 0.050" S.M.B. 21'-8" b 20'-1" b 1 18'-9" b 17'-9" b 16'-10" b 16'-0" b 15'-4" b 14'-9" b 14'-2" b 13'-9" b 2" x 6" x 0.050" S.M.B. 23'-11 b 22'-2" b 20'-9" b 19'-7" b 18'-7" b 17'-9" b 16'-11" b 16'-3" b 15'-8" b 15'-2" b 2" x 2" x 0.044" Snap 10'4" b 9'-7" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b T-4" b 7'-0" b 6'-9" b 2" x 3" x 0.045" Snap 13'-3" b 12'-3" b 11'-5" b 10'-9" b 10'-3" b 9'-9" b 9'-4" b 8'-11" b 8'-8" b 8'-4" b 2" x 4" x 0.045" Snap 16'-2" b 14'-11" b 14'-0" b 13'-2" b 12'-6" b 11'-11" b 1 11'-5" b 10'-11" bi 10'-7" b 10 Notes: 1. Above spans do not include length of knee brace. Add horizontal distance from upright to center of brace to beam connection to the above spans for total beam spans. 2. Spans may be interpolated. Lawrence E. Bennett, P.E. FL # 16644 CIVIL EAIGlNEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 767-4774 FAX: (386) 767-6556 PAGE © COPYRIGHT 2004 3A"24 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.4.1 Structall Building Systems Inc. Snap & Lock ® Composite Roof Panels Allowable Spans for Composite Roof Panels @ Various Loads Aluminum Alloy 3105 H-14, H-25 Foam Core E.P.S. 1# Density Manufacturers Proprietary Products: 3" x 48" X 0.024" KOOT ranee Screen Rooms Glass & Modular Rooms Overhang ! Wind Open Structures & Attached Covers Enclosed Cantilever Region %2 3 Wind Mono -Sloped Roof & Attached Covers 1 3 Enclosed All Cantilever Region 1&2 3Q23' span 1&2 3 4 1&2 3 4 All Roofs 24'-11" span span 23'-10" span span span span span span 110 MPH 100 MPH 21'-4" 23'-10" -O" 20'-4" 22'-9" 21'-11" 15'-1" 1T-9" 16'-3" 4'-0" 110 MPH 21'-4" 23'-10" 23'-0" 18'-8" 20'-11" 20'-2" 13'-9" 151-4" 14'-10" 4'-0" 120 MPM 20'-4" 22'-9" 21'-11" 17'-5" 19'-5"" 18'-10" 12' 6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21' -10"E13' A" 15'-11" 18'-11" 18'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH , 18'-0" 20'-2" 5" 15'-1" 17'-9" 16'-3" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12'x" 13'-9" -3" 12'-4" 13'-9" 13'-3" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'11" 13'-9"1 13'-3" 12'13" 13'_9° 13'-3" 9'-6" 10'-8" 10'-4" T-11" 3" x 48" x 0.030"' KOOT ranee Open Structures Screen Rooms Glass & Modular Rooms Overhang ! Wind Mono -Sloped Roof & Attached Covers Enclosed Cantilever Region %2 3 4 1&2 3 4 1&2 1 3 4 All Region span span span span span span span span span Roofs 100 MPH 24'-11" 27'-11" 27'-0" 23'-10" 26'-8" 25'-9" 18'-8" 20'-10" 20'-2" 4'-0" 110 MPH 247-11" 27'-11" 27'-0" 21'-11" 24'-6" 23'-8" 16'-2" 19'-3" 18'-8" 4'-0" 120 MPH 23'-10" 26'-8" 25'-9" 20'-5" 22'-10" 22'-1" 14'-8" 17'-8" 15-10" 4'-0" 123 MPH 22711" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5' 14'-4" 16'-0" 15'-0" 4'-0" 130 MPH 21'-2" 23'-7" 22'-10f14'�-5 " 20'-10" 20'-2" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 16'-2" 15'_7" " 16'-2" 15 _7" 12'_8" 14'_2' 13'-8" 4'-0" 150 MPH 14'-5" 16' 2" 15'-7" " 16'-2" 15'-7" 11'-2" 13'-2" 11,4" 4'-0" 4" x 48" x 0.024" KOOT ranee Open Structures Screen Rooms, Glass & Modular Rooms Overhang ! Wind Mon -Slope Roof & Attached Covers Enclosed Cantilever Region 1 &2 3 4 1&2 3 4 1 &2 3 4 All Region span span span span span span span span span Roofs 100 MPH 23'_5" 26'-2" 25'_3" 22'_3„ 24'_11" 24,_1 17,_5" 1g'-6" 18,_10„ 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 15'-1' 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'_1" 19'_1„ 21'-4" 20'_7, 13,_9" 15-4" 14'_10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 13'-5" 14'-11' 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" I I -5" 19'-6" 18'-10" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7' 13'-6" 15'-1" 14'-7" 11'-3" 13'-3" 12'-9" 4'-0" 150 MPH 13'-6" 151_1" 14•_7' 13'-6" 16_1„ 14'-7" 10'_5" 12,4" 11,4" 4'-0" 4" x 48" x 0.030" KOOT ranee Screen Rooms Glass & Modular Rooms Overhang ! Open Structures Wind Mon -Slope Roof & Attached Covers Enclosed Cantilever Region 1&2 3 4 1&2 3 4 1&2 3 4 All Roofs span span span span span span span span span 100 MPH 27'-11" 31'-4" 30'-3" 26'-8" 29'-10' 28'-10" 20'-10" 23'-4" 22'-6" 4'-0" 110 MPH 27'-11" 31'1t" 30'-3" 24'-7" 27'-5" 26'-6" 19'-4" 21'-7" 0" 4'-0" 120 MPH 26'-8" 29'-10" 28'-10" 22'-10" 25'-7" 24'-8" 17'-8" 197-10°" 4'-0° 123 MPH 25'-8" 28'-8" 27'-9" 22'-2" 24'-10" 23'-11" 16'-0" 19'-3"" PlT-6" 4'-0" 130 MPH 23'-8" 26= n � I C W, 39 57 _. S,lt,i Rovt 3d 7 tN p T voo(� '3 POC OF ��€ AA(, cC— rL�S of rNoc`� 7415 065 iclV-I— Co NS r ► u t --� — CGCo�oa�f7 Aden (construction corporation 425 S. Chickasaw Trail, Ste. 251 Orlando, FL 32825 (407) 671-9697 I a n _ - w � 24 30' r�►� r F N C ; rz Ori sr -ALF- l q 12 S , S� ►M w, E2 t N /,tie S �Ftt�o MD FC m\4i -