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HomeMy WebLinkAbout104 Brushcreek Dr 07-1125CITY OF SANFORD PERtt_e'APPLICAT(ON wcrmit # : / ^ ` Date: 1 _ - O -1 R I )Pc- C�� cy5 ti C�: ECEIVEI 'lmb Address: r p ® v scription of Work: St :(ee,n (J©' fC``-- l� �ti b S Total Square Footage_9� 0 2007' ' historic District: Zoning: Value of Work: S ' l 600 p;rmit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm[ Pool ziectricai: New Service - # of AMPS Addition/Alteration ✓ Change of Service ____ fcrnporary Pole wechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Ptumbing[New Residential: # of Water Closets Plumbing Repair - Residential or Commercial occupancy Type: Residential Commercial _ Industrial iconstruction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required ) o—wiers Name & Address: © Phone: U7�_ �Y(�e1C cAmtractor Name & Address: S C. a. o "^ y a c — j o X • 3 0 _S L-�1o1'�9 c�..o Wtn,-ren. C7or.ta�,J p..op:) vR-Loo�oJtt• L 3'L$t t 5 o State License Number C -C. o50 (0(' _ _ phone&Faz�%u7'Z9`�'S4G't <1G3-29rf-21?r3(o Contact Person: ,or\� fanearhS Phone 14u7'Z99`$yfeL 3onding Company: /V o..J t- n dd ress: rnartgage [,ender: LA ddress: jpvchitect/Engineer: Lo `�^.•y '�°'^+a+�"� _ Phone: 3 8� - -16"7 . y'i-1 V-- Z 3t: 8 50-A"' a��uao t- L 3 Z z. 1 Fax 3 (� S 5 V -- l,pplication 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 lance 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 1 ,mit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and ",k CONDITIONERS, etc. oi4NER'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 ,0,mruction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 'NICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING. CONSULT WITH YOUR LENDER OR AN ptTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. N-LTICE: 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 county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. juzeptance of pennit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713- Signature of Owner/Agent Date Signa re f Contractor/Agent Date ame -5 AMY PAGUARO MY COMMISSION # DD 425090 a . EXPIRES: May 13, 2009 ¢ � ";F o�; Bonded ThN Notary Public Underwriters G' I Owner/Agent is V Per 1i Produced ID 0% tr rROVALS: ZONING FD: tial Conditions: 03/2006 O 1-k -4 r7 . f \ n fa %-, S Print utractor/Age ' Name <o) Signat t of Notary rcd, LYNN DEPTULAMY COMMISSION # DD 377325EXPIRES: January S, 2009 Bonded lhru Notary Publlc Undgrwrnere Contractor/Agent is ✓ Produced iD ENG L1- 1p -(-D 2"1 -0 BLDG: 9V Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 http://www.scpafl.org/web/re_web.seminole_county_title?parcel=33193051600001370&cp... 2/8/2007 �i:ro7 121 ,�L n DAvID JOHNSON, CPA, ASA ROCKHILL DIS i� rs yt PROPERTY APPRA[SEFt , SEMINOLE COUNTY EL. 1101 E. FIRST ST SANFORC3, FL 1 71-1468 a2 141 14(1 13� 1's9 7G a 447-665-7548 BRUSHCREEK DR ar .S3 2007 WORKING VALUE SUMMARY GENERAL Value Method: Market Parcel Id: 33-19-30-516-0000-1370 Number of Buildings: 1 Owner: GARBETT RAYMOND B & LINDA M Depreciated Bldg Value: $188,691 Mailing Address: 104 BRUSHCREEK DR Depreciated EXFT Value: $0 City,State,ZipCode: SANFORD FL 32771 Land Value (Market): $45,000 Property Address: 104 BRUSHCREEK DR SANFORD 32771 Land Value Ag: $0 Subdivision Name: COUNTRY CLUB PARK PH 2 Just/Market Value: $233,691 Tax District: S1-SANFORD Assessed Value (SOH): $130,768 Exemptions: 00 -HOMESTEAD (2000) Exempt Value: $25,000 Dor: 01 -SINGLE FAMILY Taxable Value: $105,768 Tax Estimator 2006 VALUE SUMMARY SALES Tax Value(without SOH): $3,843 Deed Date Book Page Amount Vac/Imp Qualified 2006 Tax Bill Amount: $2,019 SPECIAL 05/1999 03650 0847 $118,200 Improved Yes WARRANTY DEED Save Our Homes (SOH) $1,824 Savings: WARRANTY DEED 12/1998 03586 0726 $23,500 Vacant Yes 2006 Taxable Value: $102,579 Find Comparable Sales within this Subdivision DOES NOT INCLUDE NON -AD VALOREM ASSESSMENTS LEGAL DESCRIPTION LAND Land Assess Frontage Depth Land Unit Land PLATS: Pick... Method Units Price Value LOT 137 COUNTRY CLUB PARK PH 2 PB 54 LOT 0 0 1.000 45,000.00 $45,000 PGS 22 THRU 24 BUILDING INFORMATION Bid Year Base Gross Living Est. Cost Type Fixtures Ext Wall Bid Value Bit SF SF SF New Num Bit 1 SINGLE 1999 8 1,891 2,348 1,891 CB/STUCCO $188,691 $195,535 FAMILY FINISH Appendage / Sgft GARAGE FINISHED/ 417 Appendage / Sgft OPEN PORCH FINISHED / 40 NOTE: Appendage Codes included in Living Area: Base, Upper Story Base, Upper Story Finished, Apartment, Enclosed Porch Finished, Base Semi Finshed Permits NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. *** Ifyou 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=33193051600001370&cp... 2/8/2007 4!P11 if fit 11 oil THIS INSTRUMENT PREPARED BY: Building & Fire Inspection nj iL*' ry-1 Name: :j7�tA-1 0- 1101 East First Street Address: -i LA Sanford, Florida 32771 CD C' vL a.J SEMINOLE COUNTY FLORIDA'SNATURAL CHOICE State of Florida County of Seminole NOTICE OF COMMENCEMENT M 70 Parcel ID Number (PID) '-:51 ct - 30 i37 0 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 71 DESCRIPTION OF PROPERTY (Legal description of the property and street address) Z z7 C01) iA CzaL 5�� Z-22—'Sc 0=� 0 P� 10 i -A .vis o- -Q-q K o --j 1 GENERAL D/I=-SCRIPTIONPF IMPROVEMENT 0 X 3y E—C- ree rn C7 OWNER INFORMATION Name and address: (2619 6rjs�c-rt----k Q^ CONTRACTOR Name and address: e --,J 0 o s j q 'a.. (IA, - y-, Irsons, within the State of Florida Designated by Owner upon whom notice or other documents may be served s provided by Section 713.13(1)(b), Florida Statutes. Name and address: 1.0 In addition to himself, Owner Designates ^I "j t.- I.0 of To receive a copy of the Lienor's Notice as Provided in f. Section 713.13(1)(b), Florida Statutes. Expiration Date of Notice of Commencement 0 rf*l (The expiration date is 1 year from date of recording unless a different date is specified.) STATE OF FLORIDA Ts COUNTY OF SEMINOLE C% Signature of Owner 9 T�JGI`eg ling instrument was acknowledged before me this day of 2%' -by A� Who is personally kno n_t me 'N/ Name of po making statement vgx OR who ha pr uced identification type of identification produced CERTIFIED COPY IWARYANNE MORSE CIRCUITFOU' CLE 0� CIRCUIT T L ' OF. CLE 51 i ARO My cOMMISSION # DD 425090 i 0 'y LORIDP LOI SEMI LSEM ta ry EXPIRES: May 13, 2009 Signature Bonded Thru Notary Public Underwriters F -R tiTy CLER JTY C D E uTy CLER F E B 0 8 200 January 01, 2007 LAWRENCE E. BENNETT, P.E. P.O. BOX 214368 SOUTH DAYTONA, FL 32121 386-767-4774 TO ALL BUILDING DEPARTMENTS Re: Master File Engineering "ALUMINUM STRUCTURES DESIGN MANUAL" 2004 edition & 2006 edition Dear Building Official/Plans Examiner, This is to certify that the following contractor/company is hereby authorized to use my "ALUMINUM STRUCTURES DESIGN MANUAL" during the year 2007. When we publish and distribute the 2006 ed of the "ALUMINUM STRUCTURES DESIGN MANUAL", they will be authorized to use that manual for the remainder of 2007. Our authorization is based on a January to January basis requardless of the edition of the manual. This authorization also applies to contractor master file drawings, " ONE PERMIT ONLY" drawings or any "site specific" drawings that I may furnish the contractor. John D. Adams SCCO50666 Screen Rooms By J. Inc. 4929 Old minter Garden Road Orlando, FL 32811 They are hereby added to my 2007 MASTERFILE­L;TST - Should you have any convenience. Sincerely, Lawrence Bennetif, astions please contact your .E. #16644 i } �i -- a• v �" v c v s — 3 v o 'i S i n 0 r o T r r^ r �""v 1"v c V ( 1 '•v i"v cY � to ,3 _.'S ,. ;tin c.: u it `- \ 3 � _ •,.., ^'- CjGcZ��.s kPk- 0 4n-�` `C W. c1.a 31'; '.l - /fly-!0.{� �.iY �., ` a. i ! �o�.� "C cu-I.ki v - -- , :Le.c a Sc Seca iIj 3{ T 7 T rnrl 14 r w y r r irn 0 14 It �� � ; ,� K -•:K �..a4- tom., K,.,c �tda-. i ' ( I i Code violations found during inspection Structural plan review is limited to a 3 { general survey for code compliance. No — I are required to be corrected. % review is implied nor was taken to Plan/permit issuance does not grant verify structural adequacy approval of a code violation. 2004 FBC109.1 SECTION 3A SCREEN, ACRYLIC & VINYL ROOMS General Notes and Specifications: 1. The following structures are designed to be married to block and wood frame structures of adequate structural capacity. The contractor I home owner shalt verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. 2. If there is a question about the host structure, the owner (a his own expense) shall hire an architect, host engineer, or a certified home inspection company to verify capacity. 3. The structures designed using this section shall be limited to a maximum projection of 16' from the host structure. Freestanding structures shall be limited to the maximum spans and size limits of component parts. Larger than these limits shall have site specific engineering. 4. The following rules apply to attachments involving mobile and manufactured homes, a. Structures to be placed adjacent to a mobile / manufactured home built prior to 1994 shall use "fourth wall construction" or shall provide detailed plans of the mobile / manufactured home and inspection report along with addition plans for site specific review and seal by the engineer. This applies to all screen I glass rooms and / or structures to be attached. b. "Fourth wall construction" means the addition shall be free standing with only the roof flashing of the two units being attached. The most common "fourth wall construction" is a post & beam frame adjacent to the mobile / manufactured home. The same span t bile be s zed can be ed as for thtoe h snmanualt l beam. F r fourth wall beam use the carrier beam table. The po a minimum be a 2" x 3" x 0.050" with an 18" x 2" x 0.044" knee brace at each end of the beam. c. For mobile / manufactured homes built after 1994, structures may be attached, provided the project follows the plan provided in this manual. The contractor / owner shall provide verification that the structural system of the host structure is adequate for the addition to be attached. d. If the mobile / manufactured home manufacturer certifies in writing that the mobile home may be attached to, then a "fourth wall" is NOT required. 5. Section 7 contains span tables and the attachment details for pans and composite panels. 6. Screen walls between existing thells, floors, and ceilings are same tables as for other screen walls. and shall be allowed and heights shall be selected 7. When using TEK screws in lieu of S.M.S., longer screws must be used to compensated for drill head. 8. For high velocity hurricane zones the minimum live load I applied load shall be 30 PSF. 9. All specified anchors are based on an enclosed building with a 16' projection and a 2' over hang for up to a wind velocity of 120 MPH. 10. Spans may be interpolated between values but not extrapolated outside values. 11. For Design Check List and Inspection Guides for Sreen, Acrylic & Vinyl Rooms, see Appendix (Section 10). 12. When notes refer to screen rooms, they shall apply to acrylic / vinyl rooms also. OP S4 �O 3A -i Section 3A Design Statement: The structures designed for Section 3A are solid roofs with screen or vinyl walls and are considered part of an open structural system which is designed to be married to an existing structure. The design wind loads used for screen & vinyl rooms are from Chapter 20 of the 2004 Florida Building Code. The loads assume a mean roof height of less than 30'; roof slope of 0° to 20°; 1 = 0.77. All loads are based on 20 / 20 screen or larger. All pressures shown in the below table are in PSF (#/SF). Negative internal pressure coefficient is 0.00 for open structures. Anchors for composite panel roof systems were computed on a load width of 10' and 16' projection with a 2' overhang. Any greater load width shall be site specific. General Notes and Specifications for Section 3A Tables: Section 3A Design Loads for Screen, Acrylic & Vinyl Rooms Note 1: Framing systems of screen, vinyl, and glass rooms are considered to be main frame resistance components. Wind loads are listed as minus loads for roofs and plus loads for walls. To convert above wind loads to "C" Exposure loads multiply by 1.4. Conversion Table 3A -A Wind Zone Conversions for Screen & Vinyl Rooms .,., ,.r_-, 7 e #, MY. rrum iiv mr11 Roof Wall Over Hang All Roofs 100 MPH -10/-10 9 +201-30 110 MPH +10/-11 11 +201-36 120 MPH +101-13 13 +20/-43 123 MPH +10/-14 14 +20/-45 130 MPH +10/-15 15 +20 / -50 140A MPH +30 / -17 18 +30 / 58 140B MPH +30/-18 18 +30/-58 150 MPH +301-20 20 1 095 Note 1: Framing systems of screen, vinyl, and glass rooms are considered to be main frame resistance components. Wind loads are listed as minus loads for roofs and plus loads for walls. To convert above wind loads to "C" Exposure loads multiply by 1.4. Conversion Table 3A -A Wind Zone Conversions for Screen & Vinyl Rooms .,., ,.r_-, 7 e #, MY. rrum iiv mr11 • •• Roofs 100 _(#/S 30 1.13 Walls 110 Wind Zone MPH 100 Applied Load Deflection (#/SF) (d) 10 1.09 Bending (b) 1.14 Applied Load Deflection (#1SF) (d) 10 1.12 Bending (b) 1.18 110 11 1.06 1.09 11 1.08 1.13 120 13 1.00 1.00 14 1.00 1.00 123 14 0.98 0.96 15 0.98 0.97 130 15 1 095 1 0.93 16 0.96 0.94 140A 17 0.91 0.87 18 0.92 0.38 140B 18 0.90 0.85 18 0.92 0.88 150 30 0.76 0.66 21 0.87 0.82 Conversion Table 3A-13 Wind Zone Conversions for Over Hangs All Room Types From 120 MPH Wind Zone to Others Nind Zone APH Applied Load Deflection F) (d) Sending (b) 100 _(#/S 30 1.13 1.20 110 36 1.56 i 09 120 a3 1.00 1 0 123 45 0.98 0.98 130 50 0.95 0.93 140A 58 0.91 0.86 140B 58 0.91 0.36 150 67 0.86 0.80 Conversion Table 3A -C Conversion Based on Mean Height of Host Structure for Screen Rooms From txpc5ure o w Span Multiplier Mean Host Structure Height Load Multiplier Pans Composite Panels 0 -15' 1.21 0.94 0.91 15' - 20' 1.29 0.92 0.88 20' - 25' 1.34 0.91 0.86 25' - 30' 1.40 0 89 0.85 PCARS REVIEWED CITY OF?SANFORD 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 T CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM (SEE TABLES 3A.1.4) 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 CNX EWffiEM-OEVELOPAIIENiCOMMA TAMT P.O. BOX 2143686 SOUTH DAYTONA. FL 32121 TELEPHONE i366i 7874774 FAX (388) 787 -UN PAGE COPYRIGHT 2ON 3A -1P NOT TO BE REPROOUCEO IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, .E SECTION 3A EDGE BEAM 1' x Y OPEN BACK ATTACHED TO FRONT POST W/ #10 x 1-1/2" S.M.S. MAX. W FROM EACH END OF POST AND 24" O.C. FRONT WALL GIRT SCREEN, ACRYLIC & VINYL ROOMS ALTERNATE CONNECTION: 12) #10 x 1-112" S.M.S. 'TROUGH SPLINE GROOVES 1' x 2" OPEN BACK ATTACHED TO FRONT POST W1 #10 x 1-1/2' S.M.S. MAX. 6' FROM EACH END OF POST AND 24' O.C. 'IDE WALL HEADER ATTACHED TO 1" x r OPEN SACK W/ MIN. (2) #10 x 1-112' 5.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 SANS REVIEW rlTY OF S E® ANFORD FRONT AND SIDE BOTTOM RAILS ATTACHED TO t-fWf'0=TE W/ 1/4' x 2-1/4' ONCRETE/MASONRY NCHORS @ 6' FROM EACH OST AND 24' O.C. MAX. AND IALLS MIN. 1' FROM EDGE OF ONCRETE TYPICAL & ALTERNATE CORNER DETAIL SCALE: 3' Lawrence E. Bennett, P.E. FL At 16644 CIVIL FJWINEER - OEVELOP41EN7 CON= rANT P O. SOX 2143% SOOT" OAYTOtik FL 3 121 TELEPHONE (1" 7674774 FAX: (2W 757 -WW rACA 3A-6 y1 COPYWOW 2004 WT TO 3E-.EPROOUCFD iN'NHOLE OR iN PART'NITHOUT THE W4fT7EN PERUGSION O -+'`RAF E 3E` NETT. P E. SCREEN, ACRYLIC & VINYL ROOMS COMPOSITE ROOF PANELS: (4)114' x 4' LAG BOLTS W/ 1-1/4" FENDER WASHERS PER -C4r PANEL ACROSS THE FRONT AND 24' O.C. ALONG SIDES 28 X r OR r 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 SECTION 3A RISER PANELS ATTACHED CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) 010 x 1-1/Y S.M.S. IN SCREW BOSSES 2'X 2, 2' x3" OR 3'X2' HOLLOW (SEE SPAN TABLES) TYPICAL UPRIGHT DETAIL SCALE: 3' = 1*0 FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 112' S.M.S. IN SCREW BOSSES 1" x 2' OPEN BACK BOTTOM RAIL 1/4' x 2-1/4' MASONRY ANCHOR ® 6' FROM EACH POST AND 24' O.C. (MAX.) ..m. . Z_ VV IF LJ "T"Y Lawrence E. Bennett, P.E. FL # 16644 SANFORDCNX ENG E'R- DEMOPUMTCONS &TMT P O. SOX 214M. 90LITH DAYTONk Fi 32121 TELEPHONE (ase) W-4774 FAX: (348) 7e7 -4W t•AQfi m co►rR«um:oo.--7] 3A-7 NOT TO BE REPRODUCED Ml WHOLE OR W PART WITHOUT THE WRITTEN PERMISSION OF l/1WRENCE E. BENNEn. P E. SCREEN, ACRYLIC & VINYL ROOMS I SECTION 3A Table 3A.1.1-120 Allowable Edge Beam Spans - Hollow Extrusions For Screen or Vinyl Rooms For 3 second wind gust at 120 MPH velocity; using design load of 13 #/SF (43 #/SF for Max. Cantilever) -aft T Alummum Alm Vwa .-.r 2" x 2" x 0.055" 2" x 2" x 0.044" Load Max. an'L' i bendin 'b' or deflection 'd Load Max. Span'L' 1 (bond 'b' or defiection'd Width (ft.)Max. 1& 2 Span 3 Span 4 Span Width (ft.) 1 b 2 S an p 3 Span 4 Span p Max. Cantilever. Cantilever 5 5'-1' d 6'-3' d 6'-4' d 1'-0" d 5 5'4" d 1 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'-0' b 0'-1 i" d 7 4'-9" d 5'-11" d 5'-11" b 0'-11" d 8 4'4" d 5'A" b 5'-1" b 0'-10" d 8 4'-7" d 5'-8" d 5'-7" b 0'-11" d 9 4'-2" d 5'-11" b 4'-10" b 0'-10" d 9 4'-5" d 5'-5" d 5'-3" b 0'-10" d 10 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 4'-d' b 0'-9" d 11 4'-1" d 4'-11" b 4'-9" b 0'-10" d 12 3'-9" d 4' 4" b 4'-2" b 0'-9" d 12 3'-11" d 4'-9" b 4'-7" b 0'-10" d 3"x2"x0- Load Max. Spa 'L' 1 bendin 'b' or deflection'd 4`x 2" .07 Load Max. an 'L' / bendin 'b' or detlectton' Width (ft.)Width Span 3 Span 4 Span (ft-) 1 3 2 Span 3 Span 4 Span Max' Cantilever 1 6 2 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 54" d Vd 6'-9" d 1'-1" d 6 6'-0" d 7'-5" d 7'-7' d 1'-2' d 7 5'-1" d 6'4" d 6'-5" d 1'-0" d 7 5'-9" d 7'-1" d 7'-3" d 1'-2" d g 4'-11" d 6'-0" d 6'-2' b 0'-11" d 8 5'-0' d 6'-9" d 6'-11" d VA" d 9 4'-8" d FAT d 5'-9" b 0'-11" d 9 5'-3" d 6-6" d 6'-8" d 1'-1" d 10 4'-6" d 5'-7' d 5'-0" 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 r x0.045 Load Max. Span V / bendin 'b' or deflectlon'd7 2 x AV x0.0 " Load Max. Span 'L' / (bond in 'b' or deflection'd' Width (ft.) 3 Span 4 Span Max. Width (fl) 1 6 2 S n Da 3 Span 4 Span ax. Cantilever 1 a 2 Span Cantilever 5 7'-1" d 8'-9" d 8'-9" b 1'-0" d 5 9'-2" d 11'4" d 11'-2" b 1'-10" d 6 6'-8" d 8'-3" d 7'-11" b 114' d 6 8'-8" d 10'-7" b 10'-3" b 1'-9" d 7 6'4" d 7'-8' b 7'-5" b 1'-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 1'-2' d 9 7'-W d B' 8" b 8'4" b 1'-6" d 10 5'-7" d 6'-5" b 6'-2' b 1'A" d 10 T-3' d 8'-2" b 7'-11" b 1'-5" d 1 11 5'-5" d 6'-1" b 5'-11" b 1'-1" d 11 6'-11" b 7'-10" b 7'-7" b 1'-5' d 12 5'-3" b 5'-10" b 5'-8' b 1'-1" d 12 6'-8' b 1 7'-0" b 7'-3" b V-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 ENG/NEER - DEVELOPMENT CONSULTANT P O BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE: (366) 767.4774 FAX: 1386) 167-6556 PAGE C) COPYRIGHT 2004 3A-11 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P E SECTION 9A I SCREEN, ACRYLIC #VINYL ROOMS Tabic 3JU A-110 AlkmmbN Spans for Ridge Booms with 3*9 MoUng teams for Screen, Acrylic or Vinyl Rooms F—!i secand wind oust at 110 MPH velocity: using design load of 11 diSF Nous: 1. TM*w now* MMUM n M*ntad with WW mftmbn *nw%Wm PW*W tD Wpibd bad. 2. Spans RW bs k t Mdated. Tabic 3&1.4-120 ANowabls Spans for Ridge Boom with Salt Moft Beam for Screen, Acrylic or Vinyl Rooms Toed i3IIrSF Far s meond wind eat at 120 NNvskw* ,using design us" factions s 4r I r4=- Aaow0ft T 'Hf LWA Vrwm w • Kwun r x 4' x &W x 0.10r W Mod" asetloHHs a.,e. b rte. b 10-1• r a. r -r r,0" r -r Ir r W -r ie --r 1'x3' x e tl/1" x 0.1w o- b 14'-? b 13'3' b 12'4' b 11'-t 1' ApsmLML t 1'�{' 'L' i 10-10' 'i,' ar do locdm r x r• x UW x 0.1'1" 1r4 r r x 4' x M4 x &1M" t+'4r d b t4' b 12'-r b 11'-r b 11'-0x' b 1 d-0' D 9'-11' b 9' 6` b rxrx •:109r x 1.109" tr-i t' d 1'S$' b 1'S-7' b 14'•r b 1 -T b 12'-11" b 12'4' b 11'-r' b x r x 0W x!!•11r 21'4' d 4--- b i r-10• b 18'-r b 15'-6' b 14'-11' b 14'-3' b t 3 -8' b rxrx9AWX&1W 27-r b 18'-3• 20'-1• b 18=10" b 1r r b 18'-10" b1f-0' 213"D b 15' 4' b r x r x SAW cr NrMt 2s'-11• d rxrx x0.310- 2s-11" d 2W -r' d 23•-r b 274r b 21'-' b 20'-5 to 20 8.27r x SAW 2W d 2r-11• d 2?11` b 2414• b 27-11' b 21'-9' b 2o' -r b 19=10• b e x 0„ x amr x zr r d rU b *--r b 29 -Ce b 24=10' b 23'-T` b 274;'b 21' 6" b r x r x eA1vY- x tL110' 37-r d 31'4" d 30'4r d 2a=10• d 2r3' b 2S -10r b 24'.e' b 23' r b r x 10' x IA@r x 9- 40'-r d 317-3` d 3W -C d 34'44' d 32'4r b 31'.1' b I 27-r bi 28'-5' b Nous: 1. TM*w now* MMUM n M*ntad with WW mftmbn *nw%Wm PW*W tD Wpibd bad. 2. Spans RW bs k t Mdated. Tabic 3&1.4-120 ANowabls Spans for Ridge Boom with Salt Moft Beam for Screen, Acrylic or Vinyl Rooms Toed i3IIrSF Far s meond wind eat at 120 NNvskw* ,using design us" factions s 4r I r4=- Aaow0ft Pwon as""salt r r4r 10r OWt' W+x 'Hf 11.4r r x 4' x &W x 0.10r 174i' b 11'4• b 19-r b 10-1• b r -r b r -r b W -r b 1'x3' x e tl/1" x 0.1w 15 1• b 14'-? b 13'3' b 12'4' b 11'-t 1' b t 1'�{' b 10-10' b r x r• x UW x 0.1'1" 1r4 r b 18'3" b 1S•4` b t4' b 17.9 b 17-1' b 12'-r b r x r x 0.00/" x 19r-11' b 18'3' b Irl' b ,8'-4' b 1'S$' b 14'-A' b 14'•2' b r 391- x &W 99 tLeL�t 21W JdW-1' d 24'3" d 274' b 21'8• b 20'-r b 1943 b 17-1 b r x r x e.W x 0 2r-1 b 27-11' b 22'31` b 21'-1` b 19�-t 1• b t9'-1 • b 18'-3• b 21=11• a 263.11' b 24'3• b 27-10• b 213"D 20' 8" b 19'9' b rxrx x0.310- d 30'-1• d 2r$ b 2d' -T• b 25-1• b 23'-03 b 22'44' b 21'-9` b r x 1e- x DAM' x d 3rr d 34'3• b 31=11• b 30'-r b 2r -T b ZT-3• b Nob: 1. TaWn somans extrusion wWHtad wNh bnpsr sWim ion dimension pwaN to WpNod bad. 2. Spans MY be intLTpgMW- LAMS REVIEWED ITV OF SA NFRI! Lawrence E. Bennett, P.E. FL # 16644 Clot EA*^Wr*- 0EYEiOFNWffOONK1LTANT P.O. LOX 21420. SOUTH OAYTOK4. FL 32121 TELEPHONE: (30)1'0-4774 FAX (301 MAM PAD! �I� ® CHI/YRHOHHT 701 3A -EL. NOT To eE REPRODUCED IN WHOLE OR IN PART WITHOUT THE wmTTEN PEftUMS ON OF LAWS04M E. LENNErT. P E. SECTION 3A I SCREEN, ACRYLIC 8 VINYL ROOMS Table 3A.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans for Screen, Acrylic or Vinyl Rooms •tm dntart Aliov 6063 T.6 -- NOS' d kites bran. Add ttorb�nfal dbtancs hom upright m center d bi-ace to beam oonnaclwn toms 1. Above sperm do not Indude k�rtylh above spans for total beam spurn. 2 Sperm may be hterpotated' PLAN6 H60EWE TY OF SANFORt Lawrence E. Bennett, P.E. FL # 16644 CNX EW0IWEx - of Vn0xA W cOA=XrAKr . 7.0. 3OX 211304 3OUTH DAYTONK A. 32121 TELEPHONE (3W M -4T74 FAX (3W M -MM PAG! yi COPYR1CIrT.W" 3A-:24 NRCN OT TO 3E EPROl10ED IWHOLE OR IN PART WITHOUT THE THE WRITTEN PERUZSION OF UWRENCE E BENNETT. P.E �sy r Table 3A.3 Schedule of Post to Beam Size and Number of Thru Bolts Required Aluminum Alloy 6063 T4 0 Thru-Bolts (D 70 g m N Beam Size Minknum AltKnab minimum Knee Brace' Min. 0 Knee Brace ScnwI m Post Size Post sin Iwe 2 1 318"0 2' x 3" x 0.050" 3 x �OD 2" x 4" x 0.050" Hollow 3' x 3" x 0.093" 2" x 3" x 0.050" T 7 SeM Mats 2" X 4" x 0.040" x 0.100" 3" x 3" x 0.093" 2" X 3" X 0.050" 2 2" x 3" x 0.050" 2" x 3" x 0.050" 3 #8 3 g2" x 5" x 0.050" x 0.100" 3" X 3" x 0.093" 2" x 3" X 0.050" 2 2 2" X 3" x 0.050" 3 #10 Z 2" x 6" x 0.050" x 0.120" 3" x 3" x 0.093" 2" x 3" x 0.050" 2 2 2" x 3" x 0.050" 3 #10 2" x T" x 0.055" x 0.120" 3" x 3" x 0.093" 2" x 3" x 0.050" 2 2 2" x 3" x 0.050' 3 #10 Y x T" x 0.055" w/ insert 3' x 3" x 0.093" Y x 3" x 0.050" 3 2 2" x 4' x 0.050" 3 #12 m 2" x 8" x 0.072" x 0.224" 3' x 3" x 0.093" 2" x 4" x 0.050" 3 3 2" x 5"x 0.050" x 0.100" 3 #14 P f¢ TI 2" x 9- x 0.072" x 0.224" 3' x 3" x 0.093" 2" x 5" x 0.050' x 0.100" 4 3 2' x 6" x 0.050" x 0.120' 4 #14 ti r 2" x 9" x 0.062" x 0.306" 3" x 3" x 0.125" 2" x 6' x 0.050" x 0.120" 4 2"x7"x0.055"x0.120" 6 #14 2"x10"XO.O 4X0.369" 3"x 3'x0.125" 2"xTx0.055'x0.120" 5 0) Double SOH Mating Beams 6 4 2"x4"x0.044"x0.1Do* 8)#14 2 2"x8"xO.OT2"x0.224" 2'x5'x0.050"x0.100* - - 6 4 2"x6'x0.050"X0.120" 6 #14 2"x8"x0.072"X0224" 2"x 6'X0.050"x0.120" 8 6 2" x 6" x 0.050" x 0.120" 8 #14 2 2" x li" x0.082" x 0.306" 2'X7" x 0.055" X 0.120" - - 10 8 2'x7'x0.055"x0.120" 10)#14 2 rx10"x0.002"x0.366" 2"x8"xO.OT2"x0.224' The minimum number of thru bolts is (2) - - ' Minimum post / beam may be used as minimum knee brace N M 0 W a 0 X M Z n r n Z r 0 0 SCREEN, ACRYLIC & VINYL ROOMS BEAMS MAY BE ANGLED FOR GABLED FRAMES BEAM AND POST SIZES (SEE TABLES 3A.3) POST NOTCHED TO SUIT SECTION 3A ANCHOR PER DETAIL FOR PAN OR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 3A.3) 1" x 2" MAY BE ATTACHED FOR SCREEN USING (1) #10 x 1-1/2" @ 6" FROM TOP AND BOTTOM AND 24" O.C. SIDE NOTCH POST TO CARRIER BEAM CONNECTION SCALE: 3"= 1'-0" - I - - - - - - - - - - U) Lu ROOF PANEL (SEE SECTION 7) 1-3/4" x 1-3/4" x 0.063" - - - - - - - - - - RECEIVING CHANNEL THRU ® �- ANCHOR PER DETAIL FOR PAN PANEL BOLTED TO POST W/ THRU OR COMPOSITE BOLTS FOR SIDE BEAM ® - FOR NUMBER OF BOLTS AND (SEE TABLE 3A.3 FOR NUMBER _ S SIZE OF POST (SEE TABLE OF BOLTS)T 3A.3) I ® - BEAM AND POST SIZES I 1"x 2" MAY BE ATTACHED FOR (SEE TABLE 3A.3) SCREEN USING (1) #10 x 1-1/2" @ 6" FROM TOP POST NOTCHED TO SUIT AND BOTTOM AND 24" O.C. CENTER NOTCH POST TO CARRIER BEAM CONNECTION 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 2884 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3 -`� SECTION 3A 1/4" x 6" RAWL TAPPER THROUGH 1"x 2" AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP Q EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND (1) 114"x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, ACRYLIC & VINYL ROOMS ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB (SEE NOTES CONCERNING FIBER MESH) (1) #5 0 BARS W/ 3" COVER (TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS Cr.A) F - 1/4" = 1'-0" O T 2'-0" MIN. 3-1/2- (TYP. (1) #5 BAR CONT. BEFORE SLOPE ALL SLABS) 00 r .. 8" TYPE I TYPE 11 FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0-2"/ 12" 2" / 12"- V-10" 4" MIN. (2) #5 BAR C N . TYPE III STEEP SLOPE FOOTING > V-10" Notes: 1. The foundations shown are based on a minimum soil bearing pressure of 1,500 psf. Bearing capacity of soil shall be verified, prior to placing the slab, by field soil test or a soil testing lab. 2. The slab / foundation shall be cleared of debris, roots, and compacted prior to placement of concrete. 3. No footing other than 3-1/2" (4" nominal) slab is required except when addressing erosion until the projection from the host structure of the carport or patio cover exceeds 20'-0". Then a minimum of a Type II footing is required. All slabs shall be 3-1/2" (4" nominal) thick. 4. Monolithic slabs and footings shall be minimum 2,500 psi concrete with 6 x 6 - 10 x 10 welded wire mesh or crack control fiber mesh: Fibermesh ® Mesh, InForceTm e3nA (Formerly Fibermesh MD) per maufacturer's specification may be used in lieu of wire mesh. 5. If local building codes require a minimum footing use Type II footing or footing section required by local code. Local code governs. (See additional detail for structures located in Orange County, FL) _ If a carrier beam or fourth wall frame is required use a Type II footing minimum. SLAB -FOOTING DETAILS SCALE: 3/4" = 1'-0" Lawrence E. Bennett, P.E. FL # 16644 CIV/L ENGO&ER - DEVELOPMENT CONSULTANT P.O. BOX 214388. SOUTH DAYTONA, FL 32121 TELEPHONE: (386) 7674774 FAX: (386) 767-65% PAGE Q e COPYRIGHT 2004 3A -3v NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, P.E. 1—.001 SECTION 7 SOLID ROOF PANEL PRODUCTS General Notes and Specifications: 1. The following attachments are designed to be married to block and wood frame structures of adequate structural capacity. The contractor I home owner shad verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. 2. If there is a question about the host structure, the owner (at his own expense) shad hire an architect engineer, or a certified home inspection company to verify host structure capacity. 3. Roll formed roof panels (pans) are designed for uniform loads and can not be walked on unless plywood is laid across the ribs. Pans have been tested and perforin better in wind uplift loads than dead load + live loads. Spans for pans are based on deflection of L/80 for high wind zone criteria. 4. Composite panels can be loaded as walk on or uniform loads and have, when tested performed well in either test. The composite panel tables are based on bending properties determined at a deflection limit of 0180. 5. The following rules apply to attachments involving mobile and manufactured homes: a. Structures to be placed adjacent to a mobile I manufactured home built prior to 1994 shall use 'fourth wall construction' or shall provide detailed plans of the mobile / manufactured home along with addition plans for site specific review and seal by the engineer. This applies to all screen / glass rooms, and / or other strictures to be attached. b. For mobile / manufactured homes built after 1994, structures may be attached provided the project follows the plan for attachment of this manual. The contractor / home owner shall provide verification of the structural system used to build the host structure. 6. The shapes and capacities of pans and composite panels are from "Industry Standard' shapes, except for manufacturers proprietary shapes. Unless the manufacturer of the product is known, use the "Industry Standard' Tables for allowable spans. T. When converting a screen room to a glass room or a carport to a garage, the roof must be checked and reinforced for the enclosed building requirements. 8. When using TEK screws in lieu of S.M.S. longer screws must be used to compensate for drill head. 9. For high velocity hurricane zones the minimum live load / applied load shall be 30 PSF. 10. Interior walls 8 ceilings of composite panels may have 1/2' sheet rock added by securing the sheet rock w/ 1" fine thread sheet rock screws at 16" O.C. each way. 11. All fascia gutter end caps shall have water relief ports. 12. Spans may be interpolated between values but not extrapolated outside values. 13. Design Check List and Inspection Guides for Solid Roof Panel Systems are included in ispection guides for sections 2, 3A & B, 4 & 5. Use section 2 inspection guide for solid roof in Section 1. 14. All exposed screw heads through roof panels into the roof sub structure shall be caulked w/ silicon sealant. 7.1 `/ SOLID ROOF PANEL PRODUCTS COMPOSITE PANEL 1"x 2" OR 1" x 3" FASTENED TO PANEL W/ (2)1/4" x 3" LAG SCREWS W FOR 140 & If (2) 3/8" x 3"- LA W SECTION T BEAM (SEE TABLES) REMOVE EXISTING SHINGLES UNDER NEW ROOF POST SIZE PER TABLES SCREEN OR SOLID WALL ROOM VALLEY CONNECTION FRONT WALL ELEVATION VIEW SCALE: 3/8' =1'-0' Lawrence E. Bennett, P.E. FL # 16644 CIVIL ENGINEER - DEVELOPMENT CONSULTANT P O BOX 214368. SOUTH DAYTONA. FL 32121 TELEPHONE: (386)7678774 FAX: (388) 7878556 PAGE COPYRIGHT 2004 I NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT, P E 7-11 SOLID ROOF PANEL PRODUCTS RIDGE CAP #8 x 9/16' TEK SCREWS C PAN RIBS EACH SIDE CAULK ALL EXPOSED SCREW HEADS & WASHERS #8 x 1/2' S.M.S. (3) PER PAN AND (1) AT PAN RISER ALTERNATE CONNECTION: #8 x 1-1/4" SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER WHEN FASTENING PANELS OR PANS TO WOOD PLATES SCREWS SHALL HAVE A MINIMUM EMBEDMENT OF 1' CAULK ALL EXPOSED SCREW HEADS & WASHERS FOR COMPOSITE ROOFS: #10 x (t + 1/20) S.M.S. W/ 1-1/4"0 FENDER WASHERS 0 12' O.C. (LENGTH = PANEL THICKNESS + 17 0 ROOF BEARING ELEMENT (SHOWN) AND 24' O.C. Q NON-BEARING ELEMENT (SIDE WALLS) PAN ROOF ANCHORING DETAILS ROOF PANEL TO BEAM DETAIL SCALE: 3' = V-0' SECTION 7 SEALANT PAN HEADER (BREAK - FORMED OR EXT.) HEADERS AND PANELS ON BOTH SIDES OF BEAM FOR GABLED APPLICATION PAN OR COMPOSITE ROOF PANEL #8 x 1/2' S.M.S. (3) PER PAN ALONG PAN BOTTOM FOR PAN ROOFS: (3) EACH #8 x 1/2' LONG S.M.S. PER 1 Y PANEL Wl 314' ALUMINUM PAN WASHER ROOF PANEL (PER TABLES SECTION 7) SUPPORTING BEAM (PER TABLES) ROOF PANEL TO BEAM FASTENING DETAIL SCALE: 3' = V-0' Lawrence E. Bennett, P.E. FL # 16644 GVR ENGINEER - DEVELOPMENT' CONSMrANr P.O. BOX 214366, SOUTH OAYTONA, FL 32121 TELEPHONE: (388) 767-4774 FAX: (386) 767 -ON PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT. P E. 1 7-21 SECTION 7 SOLID ROOF PANEL PRODUCTS MANUFACTURERS PROPRIETARY PRODUCTS .g 000 rw 48.00' 1.0 # DENSITY E.P.S. FOAM 8 3105 H-14 OR H-25 ALUMINUM ALLOY (PATENT 4 4,769,963 AND 5,086,599) Structall Building Systems Inc. SNAP - N - LOCK PANEL SCALE: 3"= V-0" Lawrence E. B ett, P.E. FL # 16644 9dii&N CML ENGINEER -DEVELOPW-NTCONSLITAM 350 BURBANK ROAD, PO BOX 2113Q0 SOUTH DAYTON&FL 32121 OLDSMAR, FLORIDA 34677 EE (3m)7e747T4 NATIONWIDE 1-800-229-5257 ('�$� LOCAL B 1 3-855-2627 FAX FAX B 1 3 -B55 -B 1 2B PAGE © COPYRIGHT 2004 7.48 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P E. OL SITE EXPOSURE EVALUATION FORM ! i I QUADRANT ! i 1500' I f EXPOSURE f f f i ! 1500' -- i I 1 6W I 1 i QUADRANT IV *40* QUADRANT Usw I j EXPOSURE t3 60D' j (EXPOSURE C3 i ! j 600' ! ! (�---1500'_.__.....__. ! I I j QUADRANTO i I 1500' ! j EXPOSURE �? I I I � 1 NOTE: ZONES ARE MEASURED FROM STRUCTURE OUTWARD SITE SCALE: I"= 800' USING THE FOLLOWING CRITERIA. EVALUATE EACH QUADRANT AND MARK IT AS W. 'C'. OR '17 EXPOSURE 'C OR'D' EXPOSURE IN ANY QUADRANT MAKE THE SITE THAT EXPOSURE. EXPOSURE C: 1. OPEN TERRAIN FOR MORE THAN I AM FEET IN ANY QUADRANT. 2. ANY'a EXPOSURE FOR GREATER THAN 600 FEET IN ANY QUADRANT. 3. NO SHORT PERM CHANGES IN V, 2 YEARS BEFORE SITE EVALUATION AND BUILD OUT WITHIN 3 YEARS. SITE WILL BE V. 4. FLAT, OPEN COUNTRY, GRASSLANDS, PONDS AND OCEAN OR SHORELINES IN ANY QUADRANT FOR GREATER THAN 1,500 FEET. EXPOSURE D: FLAT. UNOBSTRUCTED AREAS EXPOSED TO WIND FLOWING OVER WATER FOR A DISTANCE OF AT LEAST 1 MILE. SITE IS EXPOSURE: '(� EVALUATED BY: _� o � ^' 0, Q 0 (a m S DATE: a --'-0-7 SIGNATURE: e51�— _ 0 , 0— LICENSE S. 5 c- c_ 0 5 0 (o � (o b-14 Dtslgn Check Lint for Sciven / Vinyl Room (Page 1 of 2) 1. Dealgn Statement: These plans have been designed in accordance with the Atuminurn Struc tw as Design Manual by Lawrence E. Bennett and are in compliance with the 2004 Florida Budding Code Edition with 2008 Supt�arrherrts, Chapter 20, ASNl35 end The 2000 Ahxrnkwm n Manuel Part i -A 11-A; Exposwe 'B' ��//or'C or'D',_; Innportance Factor 0.87 for 1W MPH and 0.77 for 110 MPH and high 120 M or MPH for 3 second w&hd gust VOW* load: Basic Wind Pressure 1" : Design Pressures TOrScreen/ Vinyl Fcan be found on pop 3Aai: IL 13' exposure a;1 13 PSF for Roofs 8 i 3 PSF for Wails b.'C' exposure = PSF for Roofs -- PSF for Wells Negative I.P.C. 0.18 For'C exposure design loads, multiply'B' exposure loads by Lectors In tables. Z Most Structure Adbqwmcy 3taternet~ I have inspected and verify that the host stricture is in good repair and atrchmerns made to the struOure will be sow. --Soma c�,caon—S Phone•4"'-�`�9 -Stic�z Contractor / Aut w tzed Rap• Name (tom p") O Q ""� Date: i - '� - –1 Contfq4pr / Authorized Rap• S%vwture Uacih� � AoV �civsh�,.a�K nn.va. Job Name i Address Nob: Pngodlon of roams Brenn host drudese shal not exceed 1B 3. Bultding Pcamit Application Pwkgp conWns the ng: vee No A. Project name & address on plans ......... I ........... _._ B. Site plan or survey with enclosure, location '! C. Contractors / Oesignerls name, address. phone number, & signature on pians D. Proposed project Wyout hawing a 1/8" or 1/W scale with the fNtowkV: 1. Plan view wdh foist structure area of attachment, enclosure length, and projection from host sln,an re 2. Front and side elevatlon views with all dimensions & heights . 3. Seem span, spacing, & st m .............................. . (Select tin size from appropriate 3A.1 series tables) 4. Upright height sp#A* g. 8 size ............. . .............. . (Select uprights from appropriate3A.2 series tables) (Check Tattle 3A.3 far n** urn uptight stze) S. Chair rail or gifts size. IenO. & sparing .... ............. . (Select chair raft trorn appropriate 3A.2 series tables) 8. Knee braces length, location, & size ...................... (Check Table 3A.3 for knee brace size) 4. Highlight doolls thorn yes A. Beam & punch tablas w/ sites, Oftmeas, specking, S Opens / lengths. khdicete . Section 3 tables =Kk_j�j. • `, � ` t- J Beam aftwable span conversions 9rom 120 IDPH Wknd none, 'B' Exposure to MPH wind zone and/or'C Exposure br bed VAdth : 7- .a e, Look up span on 120 MPH table and apply the fNbwing formula: ' 3-' Span I Height Required Span 120 MPH`' d ro �• i sZ (b or d) x PO (b or�= Wind tonne Mir" .r_._.1 re Multiplier •e MtM have attended En~s Corel mhV Zftcetlon Clara wAthin the post two yearn " Appropriate awkiplier from Page 3A-8 and Page b -I& b-7 D Design Chi List for Screen / VInA Rte (Page 2 of 21 B. Uptogte vd . thidmess, spacing, & heights ........ ..... . . . ... (Tablo 3A.2.1 3A.2.2, or 3A.2.3) Upright or wall nwrdw alkwable height i span 000weraions frorn 120 MPH waW zone, 'B' Exposure to :- iVIPH ww and/or'V Exposure for toadr mdth — : 4'<<''-1-.2-.`r3"roJS•/ii'z" {.' i"rV n5a�\o��uw/t3 �,• {oe� tock UP spam on 120 MPH table and apply the followktg formula: span / Hamotr Span 1a0A9PH ''' ,u• �,���.� Re d 't''' 1'' S r 2 ' �' (b or d) x j . ocf d) Wind Zone MU"w __� iExposure Muwier ,• Yew No C. Table 3A.3 With beam & upright combirtation E applic able ... ... .. ........ D. Connection det"s to be used such as: 1. Beam to upright ........................... .................... ... .. _ 2. Boom to wall ...................................... ............ .. ✓ 3. Beam to beam ........................................... ...... __ ✓ 4. Chair tall, purrs, i knee braces to beams & uprights ................ ✓ S. Extruded gutter connection .................. ....... ...... .. ...... L U-cllp. angles andtor ode plata to deck ....... .. ... ........ .. ....... ✓ E. foundadwrr detail type & size ........... ............. ... ... .. _, _.._. Not": Appropriate nester from pace 3A--11 and Page to -i& 0