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HomeMy WebLinkAbout110 Spanish Bay Dr 03-2934 screen room additionCITY OF SANFORD PERMIT APPLICATION Permit # : Oq2' n U .. 11 Date: - t Q 03 Job Address: ' t O 5. P n ^J , $ ,X C'SO ., Description of Work: 1 0' ,` a V ' ( L.+ M .... Cj r. jL a .J 4;Z,00cn Q,' -k b S . a (ioo E v s s a + f3 Historic District: Zoning: Value of Work: $ Permit Type: Building '"" Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool 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 # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Resideptial or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: of Stories: # of Dwelling Units: Flood Zone: _ (FEMA form required for other. t4va•n X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Lam' ' G n `" n h s.k $+- S n F e a. . 3 -1 7 1 Phone: 4 0 1- Co S Contractor Name & Address: S L (3- e-Q-3 (k ® o .S VJ V_ 1 S 0 3ya • eN 0 ea T" S tj qt.O u3ititen roc na.J R.O, ptZ p ,nag 1 oj$t State License Number. CJ LC-0 5 0 (o(o o 4 0 - Phone & Fax: 4 0-1 - Z °i R - 1\4 r'tle Contact Person: :To S Phone: V O - Z9 " $ V (o L Bonding Company: Address: Mortgage Lender: Address: Architect/ Engineer: tA- Phone: Address: p.a . G3J-)t 'A (a SOJAX-%-li,9",Q, Fax: 3g6 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 laws rcgu.lating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING 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, state agencies, or federal agencies. Acceptance of perm' is verification that I will notify e o er of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent batel Signa re f Contractor/Agent Date S p `A J • ::\ 0 A 0-..$ Print OwnHt/Aeent's Name Print Contractor/Awrtt4c, Name APPLICATION APPROVED BY: BldI1F— I ^1 7 -03Zoning: Initial & Date) Special Conditions: Utilities: FD: U ( 0 0P Initial & Date) (Initial & Date) (Initial & Date) Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL 4 t1 © BAY SPANISH HILL CT Nrminuie (aunty FFnprrrve pmaser SPANISH Dtffloc c ercr ri 4 J dam 2003 WORKING VALUE SUMMARY GENERAL Value Method: Market Number of Buildings: 1 Parcel Id: 33-19-30-517-0000-0920 Tax District: S1-SANFORD Depreciated Bldg Value: $95,277 Owner: CAMPBELL LAURA M & Exemptions: 00-HOMESTEAD Depreciated EXFT Value: $0 Own/Addr: CAMPBELL GARY D Land Value (Market): $23,300 Address: 110 SPANISH BAY DR Land Value Ag: $0 City,State,ZipCode: SANFORD FL 32771 Just/Market Value: $118,577 Property Address: 110 SPANISH BAY DR SANFORD 32771 Assessed Value (SOH): $110,650 Subdivision Name: MONTEREY OAKS PH 1, A REPLAT Exempt Value: $25,000 Dor: 01-SINGLE FAMILY Taxable Value: $85,650 2003 Notice of Proposed Property Tax SALES Deed Date Book Page Amount Vaclimp 2002 VALUE SUMMARY SPECIAL WARRANTY DEED 10/2000 03954 0024 $109,200 Improved 2002 Tax Bill Amount: $1,469 WARRANTY DEED 07/2000 03901 1243 $165,500 Vacant 2002 Taxable Value: $75,316 Find Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 92 MONTEREY OAKS PH 1, A REPLAT PB 56 LOT 0 0 1.000 23,300.00 $23,300 PGS 33 & 34 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est, Cost New 1 SINGLE FAMILY 2000 7 2,290 1,874 CB/STUCCO FINISH $95,277 $96,728 Appendage / Sgft OPEN PORCH FINISHED / 36 Appendage / Sgft GARAGE FINISHED / 380 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. If you recently purchased a homesteaded property your next ear's property tax will be based on Just/Market value. http://www. scpafl.org/pls/web/re_web. seminole_county_title?parcel=3 3193051700000920,... 9/25/2003 IHIJ I vJlKulvlLM rnrrAMLU DI: NAME o „ p . an (Q r• s MARYANK 61DR E, CLERK IF CIRCUIT CART NOTICE OF COMMENCEME MIE CMWTY ADDR. :w n BK 05dbt9 P'G- IdJ3G4 Permit No. o a C 3 z$ I I3jftg?tq'jCPKj% 2`003165963 State of Florida RECCIM 09/187aW 1207s@9 County of Seminole RECCIKDINB FEES 6,00 RECOM BY N Nalden 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. 1. Description of property: (legal description of the property and street address if available) o'C Cl Z C^orJitcu. Qa(S. Qhnsr 1 blot 2. General description of improvement: t o ' x a..'A ' S c ci e-e—j (ZLoo vvN 3. Owner information a. Name and address t.- n -j rL 'M Cr n 3 a. -I , b. , Interest in property o w ti- c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor Name and address _ S c,t1 a n-00 tr S. 44a•9 0t-0 c..Japp®-> (Za.n0 b. Phone number 4 o - IN Cl a- 5 y 6 -a. 5. Surety "d N a. Name and address O 0. act 0'" -- j p . A a ;j n-% S 3 J.8%.I number - i 0 --t - a- q `i - -a- ? 9 (o b. Phone number Fax number c. Amount of bond 6. Lender a. Name and address 0 a b. Phone number Fax number 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address t4 vj i b. Phone number 8. In addition to himself or herself, Owner designates Fax number of 713. 13(1)(b), Florida Statutes. to receive a copy of the Lienor's Notice as provided in Section a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified)(,c, c' 1w Signature 4f Owner Sw rn to (or a umed) and subscribed before me this - day of )ek-n46- . , 20 0 - , by 11AW /M CA I Personally Known OR Produced Identification ?C Type of Identification Produced F(- t JONATHAN RUSSELL Notary Public, State of Florida My comm. expires Dec. 22, 2006 No. DD173338 Bonded thru Ashton Agency, Inc. (800)451-4854 CERTIFIED COPY MARYANNE MORSE CLERK OF CIRCUIT COURT SEMINOLE COUNTY, FLORIDA D PI1TY nLFRK - SEP 18 2W3 SCREEN ROOMS BY J 4929 Old Winter Garden Road Orlando, Florida 32811 Phone (407) 299'S462 Lk. #SCC050666 Proposal Pow No of I Palsied PROPOSAL SUINITTED TO PHONE OAiE - rn 5 LCN'10-J L,r. 4\\ y0" G$ - -51C1 o-v3 STREET Jot me[ 3 S 2 LIrj S 1\ t`) CA J Ci Gi.3'` CITY. STATE AND ZIP CODE 10I LOCATION Cao,J Co.. p(i,r n r-"o,J i,c. Ov1` ARCHITECT DATE OF PLANS J08 PHONE we ht'&DV D10DOle 10 lut B,fN a W,all afw $at*# fMCesYry for ten COTplill Of S a ook To Y i•I , 1 ,,\... ; , ,; . --- - D O !1 C Ell % c1 I 1 1y \ \ L >t.., a ..! W tn-{ \O` W.• L"V 3) T w J J VN - F - -0 . . C .7. c t7 o-k-" j5 t3o - r L. L . S ti , : J `1 J ? 1 rC l.J •J : :7 .ni J v WE PROPOSE hereby to furnidt material and labor - eonliPlete in accordance with above Ipeeifieations, for the earn of: S .,- c. a •. Il.p ^ ` V: .vV...,,,._ lI <<i- N' /, J , coils is, IS wmen(t to be -ma a as ollows: All material is guaranis" to be of specified. All work to ed COrrlplaled in a s. isep- C\ workmanlike manner according to specifications submitted, per slanoord Aelttasllted prat t,CoAny alle/atiOn or Osviotlofl IfOm aOO1N specifications invdlvlha esttr0 stant Sltaslela u costs wIII be executed only upon written orders, and will DKOrns an sacra charge // - ever and above the Nt11nits. All agreements contlnperlt upon strikes, accidents or fan TAIf MapaW faeill oetayfoeYOnaourcontrol. Owner to carry fire. tornado and other necessary in. gob Tot rl wtllla 3 J .dare suranCa. Our workers are fully covered by Workmen's CompansOtion Insurance. ACCEPTANCE OF PROPOSAL The above antes, specifications one eon.a+- 1l + ! lions are satisfactory and are hereby attested. You are sutnorttea to so the work as specified. Payment will am made as Outline ebdee. Stprttta Gate of Acaataace 1 \ la - O .3 _ Stpaatan May°22• 2003 9:23AM No•6114 P. 1 MON'TEREY OAKS I30NMEOWNERS ASSOCIATION 2\ 0, APPLICATION TO THE ARCFHTECTU Ar REVIEW COMiv ME This request.form is to:be completed by the homeowner and submitted to the. Architectural Review Committee before any work Commences., Pleaseraft to your DeclaratiM for a description of the Committee and' its purpose. Please allow 30 days from the time we receive your submission for'' the review results. Please send, the completed request to Morbitzer Communities, Inc., 668NorthOrlandoAvenue, Suite I Maldand, FL 32731, telephone (407) 5394000, fa= number (407) 539-0328, email todean*morbitzer.com This secdon to be completed by homeowner (please print) Date of Request: Owner / Property information: 0 Owner Name: Lot # [Unit # /:, Phase,#::.-. Property Address: razrC 1 2 7/ Mailing Address: <' a Vine, a_6 o sr Phone Numbers: _. d % jc"2 % Descriptionof Proposed Changes / Additions: (please check one) Fencing Swimming Pool Addition Landscaping Other (describe below) Attach a copy of a plot plan or survey Indicating where the addition, fence, porch, eta is to be located All materials, dimensions and finishes most be described In detail and color samples must be attached for any paint or other fhdsbc& All requests must conform to the local zoning and building regulations and you must obtain all necessary permits if your request is to be Approved by the Architectural Review Committee. This suction to be completed by Architectural Review Committee Denied (see notes below) Approved as Submitted Approved with, Roqulred Changes (set+ notes*.Jow or -on :attached plans,.drawings or survey) Review Notes /_ Comments: All approvals are subject to the following; A. Property owner must obtain any necessary permits. A Property owner must accept labilityfor damage to common areas or other property. Property owner must accept labilityfor encroachment on or damage to arty easements Architectural Review Committee Signature / Data Architectural Review Committee Signature / Date NOTE: Annrnvsl le enntinoant unnn r6. fnlh.d..... o Work must commence within thirty (30) days of approval and must be completed within 30 days of commencement. Failure to do so may result in Association action such as possible fines. J Lawrence E. Bennett Civil Engineer & Development Consultant P.O. Box 214368 South Daytona, F1 32121 386-767-4774 386-767-6556 fax January 01, 2003 TO ALL BUILDING DEPARTMENTS Re: "Aluminum Structures Design Manual" Master File Engineering Dear Building Official, This is to certify that the following contractor is hereby authorized to use my current "Aluminum Structures Design Manual" for the year 2003. John D. Adams Screen Rooms By J. Inc. 4929 Old Winter Garden Road Orlando FL 32811 Thank you for your a stance. Sincerely, Lawrence E. Ohnd'tt, P)E. ##16644 4 44 kl"v 04 4 Olt lo, L ,ozA - i V 0) F to . SECTION 3, SCREEN, VINYL, GLASS & MODULAR ROOMol 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 / home owner shall 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) shall hire an architect, engineer, or a certified home inspection company to verify host structure 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 / 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 tables can be used as for the front wall beam. For fourth wall beam use the carrier beam table. The post shall be sized according to this manual and/or as 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. If the posts are set in concrete footings (per table 2.4) the knee braces may be eliminated. 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 walls, floors, and ceilings shall be allowed and spans shall be figured the same as other screen walls. 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 / applied load shall be 30 PSF. 9. The framing of existing screen room walls to receive windows or solid sheathing should be accomplished with the, details of this chapter 10. All specified anchors are based on an enclosed building with a 16' projection and a 2' over hang for up to awindvelocityof120MPH? 11. Spans may be interpolated between values but not extrapolated outside values. 12. For Design Check List and Inspection Guides for Sreen, Vinyl, Glass & Modular Rooms, see Appendix Section 10). 13. When notes refer to screen rooms, they shall apply to acrylic / vinyl rooms also. 3 - i General Notes and Specifications for Section 3 Tables: The design loads for Section 3 Frame Members for Screen / Vinyl Rooms & Glass Rooms are in compliance with the FLORIDA BUILDING CODE; Mean Roof Height 0' - 30'; Roof Slope 0' - 20'; Importance Factor'- 0.77; Exposure 'B'; Pressure is in "/SF Desiqn Loads for Frame Members of Screen / Vinyl P l lacc Rnnmq Screen / Vinyl Rooms Glass Rooms Roof Partially Enclosed Partially Enclosed Enclosed Wind Velocity Roofs Note 2 Walls Note 3 Roofs Note 4 Walls' Note 4 Roofs Note 5 O.H.- Note 5 1 P. 10/-16 10 20/-20 17 20/-16 20 / -27 1 10 / -19 12 20/ -24 20 20 / -19 20 / -32 120 `.1.P.H 10 / -23 14 20 / -29 24 123 M.P.H 10 / -24.2 14.6 20 / -30.5 25.5 20 / -24.2 20 / -42.1 130 M.P.H 10 / -27 16 20 / -34 29 20 / -27 1 20 / -45 140 M.P.H 10 / -31 18 30 / -39 33 30 / -32 1 20 / -52 150 M.P.H 10 / -36 21 30 / -45 38 30 / -36 1 20 / -60 Cncweu ur paniatiy enciosea. Overhang load. 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. Note 2: Per table 2002.4. Note 3: Per table 2002.4. Note 4: Per paragraph 1606.1.4.1 use ASCE 7-98 Table 6-2. Note 5: Per table 1606.2A. Conversion Table 3A Wind Zone Conversions for Screen / Vinyl Rooms From 120 MPH Wind Zone to Others PartiaEnclosed Roofs Partially Enclosed Walls Wind Zone MPH Applied Loadlly Sq. Ft.) Deflection d) Bending b) Applied Load Sq. Ft.) Deflection d) Sending b) 100 16 1.13 1.20 10 1.12 1.18 120 23 1.00 1.00 14 1.00 1.00 123 242 0.98 0.97 1 14.6 0.99 0.98 140 31 0.91 0.86 18 0.92 0.88 1 SO 36 0.86 0.80 21 0.87 0.82 vonversion I ame 3s Wind Zone Conversions Spans for Glass Rooms From 120 MPH Wind Zone to Others Partially Enclosed Roofs Partially Enclosed Walls Enclosed Roofs Wind Zone MPH Applied Load ISq. Ft) Deflection d) Bending b) Applied Load Sq. Ft.) Deflection d) Bending b) Applied Load Sq. Ft.) Deflection d) Bending b) 100 20 1.13 1.20 17 1.12 1.19 20 1.05 1.07 120 29 1.00 1.00 24 1.00 1.00 23 1.00 IC) C 123 30.5 0.98 0.98 25.5 0.98 0.97 25.2 0.97 0.96 140 39 0.91 0.86 33 0.90 0.85 32 0.90 0.85 150 45 0.86 0.80 38 0.86 0.79 36 EE 0.86 0.80 Q1 yvrSruri 1 aute ;(- Wind Lone Conversions for Conversion Multipliers Over Hang / Maximum Cantilever From Exposure Category 'B' to 'C' From 120 MPH Wind Zone to Others Any wind zone PartiallPEnclos' ed RoofsWind DeflectionBeZone AppliedLo da BendingMPH O/Sq. Ft.) b)100 27 1.19 120 38 1.00 123 42. 1 0.97 0.95 140 52 90 0.85 1 s0 60 86 O. 0.80 Note: For' C',exposures in 110, 120 and 130 MPH wind Zones multiply spans from respective tables by 0.89 for deflection (d) or 0.85 for bending (b). 3-ii nding 0. 89 0.85 L SCREEN, ACRYLIC 1 VINYL, GLASS & MODULAR ROOMS I SECTION 3,1 INTERIOR BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.3 GLASS ROOMS: PARTIALLY ENCLOSED) 3.2.3 ENCLOSED) 3.3.4 HOST STRUCTUREPR FOURTH WALL FRAME PANS OR PANELS' ALUMINUM ROOF SYSTEM PER SECTION 7 CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.4 GLASS ROOMS: PARTIALLY ENCLOSED) 3.2.4 ENCLOSED) 3.3.5 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. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-1 SECTION 3 k I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS LW FOR? MAX. H* / UPRIGHT, HEIGHT (h') VARIES` EDGE BEAM TABLES: SCREEN & VINYL ROOMS: 3.1.1, 3.1.2 GLASS ROOMS: PARTIALLY ENCLOSED) 3.2.1, 3.2.2 ENCLOSED) 3.3.1, 3.3.2, 3.3.3 1"x2" MIN.. 3-1/2" SLAB ON GRADE OR RAISED FOOTING FOR FOOTINGS SEE DETAILS TYPICAL GLASS ROOM WITH SOLID ROOF PAGE 3-23, 24, 25) TYPICAL FRONT VIEW FRAMING' HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF 1" x 2" PLATE TO BOTTOM OF WALL BEAM);` LW' LOAD WIDTH ,d FOR ROOF BEAM P/2' SIZE BEAM AND UPRIGHTS, SEE TABLES), O.H< SOLID ROOF NO MAXIMUM ELEVATION SLAB OR GRADE) 1k -- VARIES Y/ VARIES ALTERNATE CONNECTION @ FASCIA ALLOWED SEE SECTION 7 FOR DETAILS) W U Z:D U w U) P = PROJECTION FROM BLDG LW = LOAD WIDTH NOTES: P' VARIES —' 1.ANCHOR 1" x2" OPEN BACK EXTRUSION W/ 1/4" x 2-1/4" CONCRETE FASTENER MAX. OF 2'-0" OTC, 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/ j WASHERS OR #10 x 2-1/2" WASHER HEADED SCREW 2'-0" O.C.. ANCHOR BEAM AND COLUMN INTERNALLY OR W/ ANCHOR CLIPS AND (2) #8 SCREWS W/ WASHERS @ EACH POINT OF CONNECTION. 2-SELECT FRONT WALL BEAM FROM TABLE USING LARGER LOAD WIDTH VALUE OF P/2 OR P/2 + O.H. 3.SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE 3.1.3 AND GLASS ROOM FOURTH WALL BEAMS FROM TABLE 3.1.5 USING P/2 4.ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: PAGE 3-2 1100-1231 130 140, 150 8 1 #10 12 12 TYPICAL SCREEN / GLASS ROOM SCALE: 3/16" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 6 SECTION 3f I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR 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 ,, ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) 910 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" = V-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" = V-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 3'14 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SECTION 3.7 I SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS, r 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. f ALTERNATE CONNECTION: 2) #10 x 1-1/2" S.M.S. FHROLIGH SPLINE GROOVES IDE WALL HEADER 0-TACHED TO 1" x 2" OPEN SACK W/ MIN. (2) #10 x 1-1/2 M.S. IDE WALL GIRT ATTACHED l 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 DETAILI SCALE: 3" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774 FAX (386) 767-6556 I PAGE3-1 6 1 O NOTTOBIE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. FSCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOIgS SECTION 3 COMPOSITE ROOF PANELS: 4) 1/4" x 4" LAG BOLTS W/ 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' TYPICAL UPRIGHT DETAIL` SCALE: 3" = 1'-0" RISER PANELS ATTACHED PEIICHAPTER7 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 114" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 7674774, FAX (386) 767-6556 ' COPYRIGHT 2003 PAGE NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-1 7 SECTION 3 a> SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROOMS Table 3.1.1-1101 Allowable Edge Beam Spans - Hollow Extrusions' For Screen or Vinyl Rooms For 3 second wind gust,at 110 MPH velocity; using design load of 20 #!SF (36 #/SF for Max. Cantilever) Aluminum Allov 6061 T-A 2" x 2" x 0.044" 2" x 2" x 0.055" Load Width (ft.) Max. Span 'L' / (bending W or deflection 'd') Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 1 & 2 Span 3 Span 4 Span Max. Cantilever 1 & 2 Spa 3 Span 4 Span Max. Cantilever 5 4'-4" d 5'-5" d 5'-3" b 1'-1" d 5 4'-8" d 5'-9" d 5'-8" b 1'-2" d 6 4'-1' d 4'-11" b 4'-9' b 1'-0' d 6 4'-4" d 5'-5" d 5'-3" b 1'-1" d 7 T-11" d 4'-7" b 4'-5" b 0'-11" d 7 4'-2" d 4`-11" b 4'-10" b 1'-0" d 8 3'-9" d 4'-3" b 4'-2- b 0'-11" d 8 3'-11" d 4'-8" b 4'-6" b 0'-11" d 9 3'-7" d 4'-0' b 1 3'-11" b 0'-10" d 9 3'-10" d 4'-5" b 4'-3" b 0'-11" d 10 3'-5" b 3'-10" b 3'-8" b 0'-10" d 10 3'-8" d 4'-2" b 4'-0" b 0'-11" d 11 37: b 3'-8" b 3'-6" b 0'-10- d 11 3'-7" d 3'-11' b 3'-10" b 0'-10" d 12 3'-1" b, 3'-6- b 3'-4" b 0'-10' d 12 3'-5" b 3'-10" b 3'-8" b 0'-10" d 3" x 2" x 0.045" V 3" x 2" x 0.070" Load Width (ft.).' Max. Span 'L' / bending W or deflection 'd') Load Width (ft.) Max. Span 'L' / (bending 'b' or deflection 'd') 1 g 2 Spanp 3 Spanp 4 S anp 7 Max. Cantilever 1& 2 Spa 3 Span 4 Span Max. Cantilever 5 4'-11" d 6'-l' d 6'-3' d 1%2" d 5 5'-7" d 6'-10" d T-0" d V-4" d 6 t 4'-8" d 5'-9" d 5'-9" b 1'-2" d 6 5'-3" d 6'-5" d 6'-7" d 1'-3" d 7 1 4'-5" d 5'-6" d 5'-4" b 1'-1" d 7 4'-11" d 6'-2" d 6-3" d 1'-3" d 8 4'-3" d 5'-l" b 4'-11' b 1'-0" d 8 4'-9" d 5'-10" d 5'-11" b 1'-2" d 9 4'-l' d 4'-10" b 4'-8' b 0'-11' d 9 4'-7" d 5'-8" d 5'-7" b 1'-1" d 10 T-11" d 4'-7" b 4'-5' b 0'-11" d 10 4'-5" d 5'-5" d 5'-3" b 1'-1" d 11 3'-10" d 4' 4" b 4'-3" b 0'-11" d 11 4'-3" d 5'-2" b 5-0" b V-0" d 12 3'-8" d 4'-2" b 4'-l" b 0'-11" d 12 4'-2" d 4'-11" b 4'-10" b 1'-0" d 2" x 3" x 0.045" 2" x 4" x 0.050" Load Width (ft.) Max. Span 'L' / bending W or deflection 'd') Load Width (ft.) Max. Span 'L' ! bendlng 'b' or deflection 'd') 1 & 2 Spa 3 Span 4 Span Max. Cantilever 1 & 2 Spa 3 Span 4 Span Max. Cantilever 5 6'-2' d T-4" b 7'-l' b 1'-6" d 5 T-11" d 9'4" b 1 9'-0" b 1'-11" d 6 5'-9" d 6'-8" b 6'-5' b l'-5" d 6 T-6" d 8'-6" b 8'-3" b 1'-10" d 7 5'-6" d 6'-2" b 5-11" b 1'-4" d 7 T-1" b T-11" b 7'-7" b 1'-9" d 8 5'-2" b 5-9" b 5'-7- b 1'-3" d 8 6'-7" b 7'-5" b 7'-2" b 1'-8" d 9 4'-10" b 5-5" b 5-3" b 1'-3" d 9 6'-3" b 6'-11" b 6'-9" b 1'-7" d 10 4' 7* b 5'-2" b 4'-11" b 1'-2" d 10 5-11" b 6'-7" b 67" b 1'-6' d 11 4'-5" b 4'-11" b 4'-9' b 1'-2" d 11 5'-8" b 6'-4" b 6' 1" b 1'-6" d 12 4'-3" b 4'-9" b 4'-7" b 1'-1" d 12 5'-5" b 6'-0" b 5'-10" b 1'-5" 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. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (388) 767.4774 FAX (386) 7e7.6556 I PAGE3_28 1 NOTT O BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SCREEN, ACRYLIC / VINYL, GLASS & MODULAR ROODS Table 3.1.5 Allowable Upright Heights, Chair Rail Spans or Header Spans For Screen Rooms or Vinyl Rooms Aluminum Alloy 6063 T-6. For 3 second wind oust at 110 MPH velocitv: usina desicln load of 11 #/SF v SECTION 3 Sections, Tributary Load Width 'W' = Purlin Spacing 3'-0"' 1 3'-6" 4'-0" 1 4'-6" 1 5'-0" it 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' . 2" x 2" x 0.044" Hollow 9'-5" b 8'-9" b 8'-2" b 7'-8" b 7'-4" b 6'-11" b 6'-8" b 6'-5" b 6'-2" b 5'-11" b 2" x 2" x 0.055" Hollow 10'-3" b 9'-6" b 8'-11" b 8'-5" b 7'-11" b 7'-7" b 7'-3" b 6'-11" b 6'-9" b 6'-6" b 3" x 2" x 0.045" Hollow 11'-3" b 10'-5" b 9'-9" b 9'-3" b; 8'-9" b j8'-4" b T-11" b T-8" b T-5" b T-2" 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'-6" 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'-l" b 2" x 4" x 0.050" Hollow 16'-3" b I 15'-l" b 14'-l" b 13'-3" b 12%7".. b 12'-0" b 11'-6" b 11'-0" b 10'-8" b 10'-3" b 2" x 5" x 0.050" S.M.B. 23'-7" bj 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'-l" 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 7'-4" b 7'-1" b 2" x 3" x 0.045" Snap 14'-4" b 13'-4" b 12'-5" b 1l'-9" b 11'-2- b 10'-7" b 10'-2" b 9'-9" b 9'-5" b 9'-l" 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 1. 2'-5" b 11'-11" b 11'-6" b 11'-1" b For 3 second wind aust at 120 MPH velocitv: usina desian load of 13 4151- Sections Tributary Load Width 'W' = Purlin Spacing 3'-0"' 3'-6" 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-0" 1 7'-0" 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 8'-8" b 8'-0" b 7'-6" b 7'-1" bi 6'-8" b 6'-5" bj 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 1 6'-8" b 6'-5" b 6'-2" b 5-11" 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'-l" 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 1 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 5" x 0.050" S.M.B. 21'-8" b 20'-l" b 18'-9" b 17'-9" b 16'-10" b 16-0" b 15'-4" b 14'4" b 14'-2" b 1 T-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" In 7'-4" b 7'-0" b 6-9" b 6'-6" 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'-1 i" b 14'-0" b 13'-2" b 12'-6" b 11'-1 V b 11'-5" b 10'-11" b 10'-7" b 10'-3" b For 3 second wind gust at 130 MPH velocity; using design load of 15 #/SF Sections Tributary Load Width 'W' = Purlin Spacing 3'-0"' 3'-S" 1 4'-0" 1 4'-6" 1 5'-0" 1 5'-6" 1 6'-0" 1 6'-6" 1 7'-0" 7'-6" Allowable Height 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 8'-l" b 7'-6" b 6'-11" b 6'-7" b 6'-3" b 5'-11" b 5'-8" b 5'-6" b 5'-3" b 5'-l" b 2" x 2" x 0.055" Hollow 8'-10" b 8'-2" b 7'-7" b 7'-2" b 6'-10" b 6'-6" b 6'-3" b 5'-11" b 5'-9" b 5'-7" b 3" x 2" x 0.045" Hollow 9'-8" b 8'-11" b 8'-4" b 7'-11" b 7'-6" b 7'-2" b 6-10" b 6'-7" b 6'-4" b 6'-1" b 3" x 2" x 0.070" Hollow 11'-6" b 10'-8" b 9'-11" b 9'-5" b 8'-11" b 8'-6" b 8'-2" b 7'-10" b 7'-6" b 7'-3" b 2" x 3" x 0.045" Hollow 11'-11" b 11'-l" b 10'-4" b 9'-9" b 9'-3" b 8'-10" b 8'-5" b 8'-2" b 7'-10" b 7'-7" b 2" x 4" x 0.050" Hollow 13'-11" b 12'-11" b 12'-1" b 11'-4" b 10'-9" b 10'-3" b 9'-10" b 9'-5" b 9'-1" b 8'-10" b 2" x 5" x 0.050" S.M.B. 20'-2" b 18'-8" b 17'-6" b 16'-6" b 15'-8" b 14'-11" b 14'-3" b 13'-9" b 13'-3" b 12'-9" b 2" x 6" x 0.050" S.M.B. 22'-4" b 20'-8" b 19'-4" b 18'-3" b 17'-3" b 16'-6" b 15'-9" b 15'-2" b 14'-7" b 14'-1" b 2" x 2" x 0.044" Snap 9'-7" b 8'-11" b 8'-4" b 7'-10" b 7'-5" b 7'-l" b 6'-9" b 6'-6" b 6'-3" b 6'-1" b 2" x 3" x 0.045" Snap 12'-4" b 11'-5" b 10'-8" b 10'-1" b 9'-6" b 9'-l" b 8'-8" b 8'-4" b 8'-1" b1 7'-9" b 2" x 4" x 0.045" Snap 15'-1" b 13'-11" b 13'-0" b 12'-4" b 11'-8" b 11'-1" b 10'-8" b 10'-3" b 9'-10" b 9'-6" b 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. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 PAGE COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3-39 SECTION 7 i I,,, ' I•, ..{ Ili , A # I ; ; f•, ', I i I General Motes and Specifications: 1. The following attachments are designed to be married to block and wood frame structures of adequate structural capacity. The contractor / home owner shall 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) shall 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 perform better in wind uplift loads than dead load + live loads. Spans for pans are based on deflection of U80 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 U180. 5. 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 along with addition plans for site specific review and seal by the engineer. This applies to all screen / glass rooms, and / or other structures 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. 7. 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 & 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, 3, 4 & 5. Use section 2 inspection guide for solid roof in Section 1. 7-i SECTION 7 / I SOLID ROOF PANEL PRODUCTS C COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER 10 x 1-1/2" S.M.S. OR WOOD OD SCREW (2) PER RAFTER OR TRUSS TAIL 10 X 3/4" S.M.S. OR WOOD SCREW SPACED @ 12" O.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE 1/4" is 1-1/4" MASONRY ANCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" S.M.S. OR WOOD SCREWS @ 12" O.d. 8 x 1/2" S.M.S. SPACED @ 8" O.C. BOTH SIDES ROOF PANEL EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = 1'-0" 8 x 1/2".S.M,.S. SPACED @ 8" O.C. BOTH -SIDES J za ap ROOF PANEL , s ROOF PANEL TO WALL DETAIL: SCALE: 3" = 1'-0" NOTES: WOOD STRUCTURES SHOULD CONNECT TO TRUSS BUTTS OR THE SUB -FASCIA FRAMING WHERE POSSIBLE ONLY. 15% OF SCREWS CAN BE OUTSIDE THE TRUSS BUTTS. SUB -FASCIA AND THOSE AREAS SHALL HAVE DOUBLE ANCHORS. ALL SCREWS INTO THE HOST STRUCTURE SHALL HAVE MINIMUM 1-1/4" WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PAN'S DEPTH "t". THE WALL THICKNESS SHALL BE THE THICKNESS OF THE ALUMINUM PAN OR COMPOSITE PANEL WALL THICKNESS. HEADERS SHALL BE ANCHORED TO THE HOST STRUCTURE WITH ANCHORS APPROPRIATE FOR THE MATERIAL CONNECTED TO. THE ANCHORS DETAILED ABOVE ARE BASED ON A LOAD FROM 120 M.P.H. FOR SBC SECTION 1606 FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (366) 767-6556 I PAGE7 A 1 0 NOTTO BIE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SOLID ROOF- PANEL. PRODUCTS / I SECTIONJ ,$ MANUFACTURERS PROPRIETARY PRODUCTS' o 000 irivincr O 1.0 # DENSITY E.P.& FOAM &.3105 H-14 OR H-25 ALUMINUM.ALLO,Y PATENT # 4',769;963'AND 5',086;599y Structall- Building'Systems- SNAP - N: LOCK PANEL SCALE: 3" = V-0 4'F 4`l A Lawrence E. Bennett, P.E. CIVIL ENGINEER -DEVELOPMENT CONSULTANT P.O. BOX 214338, SOUTH DAYTONA. FL 32121 350 BURBANK, OLDSMAR. FL 34677-4906 TELEPHONE (386) 7674774 LOCAL (813) 856-2627 FAX {388) 787 6558NATIONWQE1-800-989-3708 FAX 13 854-2802 PAGE COPYRIGHT 2003 NOT TO,ByE REPRODUCEDINWHOLEORINPARTWITHOUTTHEWRITTENPERMISSIONOFLAWRENCEE. BENNETT. P F / -41 SECTION 7 SOLID ROOF PANEL PRODUCTS Table 7.4.11 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: Aluminum Alloy 3105 H-14 or H-25 Foam Core E.P.S. #1 Density ,,; 3" x 48" x 0.024" Roof Panel Glass Rooms Open Structures Screen Rooms Part 3" x 48" x 0.030" Roof Panel Glass Rooms 4" x 48" x 0.024" Roof Panel Glass Rooms 4" x 48" x 0.030" Roof Panel Glass Rooms Note: Total roof panel width = room width + wall width + overhang. Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 214368, SOUTH OAYTONA, FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-6556 p 'p8TRNUJCTALIA 350 BURBANK, OLDSMAR, FL 34677-4906 LOCAL (813) 855-2627 NATIONWIDE 1-800-969-3706 FAX 813 854-2802 PAGE 7-42 COPYRIGHT 2003 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. Wind'` Mono loped Roof Mono -Sloped Roof ially Enclosed Enclosed Overhang/ Cantilever Region 182 span 3 span 4 span 1S2 span% 3 span 4 span 182 span 3 span 4 span 1$2 span 3 span 4 span All Roofs 100 MPH 21'-4" 23'-10" 23'-0" 20'-4" 22'-9" 21'-11" 13'-6" 15'-1" 14'-7" 15'-1" 1T-9" 16'-3" 4'-0" 110 MPH 21'-4" 23'-10" 23'-0" 18'-8?j 20'-11" 20'-2" 11'-7" 13'-6" 13'-1" 13'-9" 15'-4" 14'-10" 4'-0" 120 MPH 20'-4" 22'-9" 21'-11" 1T-5" 19'-5" 18'-10" 10'-8" 12'-5" 11'-6" 12'-6" 13'-11" 13'-6" 4'-0" 123 MPH 19'-6" 21'-10" 21'-1" 15'-11" 18'-11" 18'-3" 10'-5' 11'-7" 11'-3" 11'-8" 13'-8" 13'-2" 4'-0" 130 MPH 18'-0" 20'-2" 19'-5" 15'-1" 1T-9" 16'-3" 9'-10' 10'-11" 10'-7" 11'-1" 12'-11" 12'-6" 4'-0" 140 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 9'-2" 10'-3" 9'-11" 10'-3" 11'-6" 11'-1" 4'-3" 150 MPH 12'-4" 13'-9" 13'-3" 12'-4" 13'-9" 13'-3" 8'-7" 9'-7" 9'-3" 9'-6" 10'-8" 10'-4" 3'-11" Wind Region Open Structures Mono -Sloped Roof Screen Rooms Mono -Sloped Roof Partially Enclosed Enclosed Overhang / Cantilever All Roofs 1$2 span 3 span 4 span 1$2 span 3 span 4 span 1$2 span 3 span 4 span 1$2 span 3 span 4 span 100 MPH 24'-11" 2T-11" 2T-0" 23'-10" 26'-8" 25'-9" 15'-10" 18'-5" 17'-10" 19'-8" 20'-10" 20'-2" 4'4" 110 MPH 24'-11" 27'-11" 27'-0" 21'-11" 24'-6" 23'-8" 14'-2" 15'-10" 15'-4" 16'-2" 19'-3" 18'-8" 4'-0" 120 MPH 23'-10" 26'-8" 25'-9" 20'-5" 22'-10" 22'-1" 12'-11" 14'-6" 14'-0" 14'-8" 1T-8" 15'-10" 4'-0" 123 MPH 22'-11" 25'-7" 24'-9" 19'-10" 22'-2" 21'-5" 12'-8" 14'-2" 13'-9" 14'-4" 16'-0" 15'-6" 4'-0" 130 MPH 21'-2" 23'-7" 22'-10" 18'-8" 20'-10" 20'-2" 11'-6" 13'-6" 13'-0" 13'-7" 15'-2" 14'-8" 4'-0" 140 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 10'-9" 12'-6" 11'-7" 12'-8" 14'-2" 13'-8" 4'-0" 150 MPH 14'-5" 16'-2" 15'-7" 14'-5" 16'-2" 15'-7" 10'-0" 11'-3" 10'-10" 11'-2" 13'-2" 12'-9" 4'-0" Wind Region Open Structures Mono loperS Roof Screen Rooms Mono -Sloped Roof Partially Enclosed Enclosed Overhang / Cantilever All Roofs 1$2 span 3 span 4 span 1$2 span 3 span 4 span 182 span 3 span 4 span 1$2 span 3 span 4 span 100 MPH 23'-5" 26'-2" 25'-3" 22'-3" 24'-11" 24'-1" 14'-9" 16'-6" 15'-11" 17'-5" 19'-6" 18'-10" 4'-0" 110 MPH 23'-5" 26'-2" 25'-3" 20'-6" 22'-11" 22'-2" 13'-3" 14'-10" 14'-4" 15'-1" 18'-0" 17'-5" 4'-0" 120 MPH 22'-3" 24'-11" 24'-1" 19'-1" 21'-4" 20'-7" 11'-8" 13'-7" 13'-2" 13'-9" 15'-4" 14'-10" 4'-0" 123 MPH 21'-5" 23'-11" 23'-2" 18'-6" 20'-9" 20'-0" 11'-5" 13'-3" 12'-10" 13'-5" 14'-11" 14'-6" 4'-0" 130 MPH 19'-9" 22'-1" 21'-4" 1T-5" 19'-6" 18'-10" 10'-9" 12'-7" 11'-8" 12'-8" 14'-2" 13'-8" 4'-0" 140 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" 14'-7" 10'-1" 4'-0" 150 MPH 13'-6" 15'-1" 14'-7" 13'-6" 15'-1" Wind Open Structures Mono loped Roof Screen Rooms Mono -Sloped Roof Partially Enclosed Enclosed Overhang / Cantilever Region 1$2 span 3 span 4 span 182 span 3 span 4 span 182 span 3 span 4 span 1$2 span 3 span 4 span All Roofs 100 MPH 2T-9" 30'-11" 29'-11" 26'-5" 29'-6" 28'-7" 18'-3" 20'-5" 19'-9" 20'-8" 23'-1" 22'-4" 4'-0" 110 MPH 2T-9" 30'-11" 29'-11" 24'4" 2T-2" 26'-3" 15'-9" 18'-6" 1T-11" 19'-1" 21'-5" 20'-8" 4'-0" 120 MPH 26'-5" 29'-6" 28'-7" 22'-8" 25'-4" 24'-5" 14'-5" 16'-1" 15'-7" 17'-6" 19'-7" 18'-11" 4'-0" 123 MPH 25'-5" 28'-5" 27'-5" 21'-11" 24'-7" 23'-9" 14'-1" 15'-9" 15'-2" 15'-10" 19'-0" 18'-5" 4'-0" 130 MPH 23'-5" 26'-2" 25'-4" 20'-8" 23'-1" 22'-4" 13'-4" 14'-11" 14'-5" 15'-0" 17'-11" 16'-3" 4'-0" 140 MPH 15'-11" 1T-11" 1T-3" 15'-11" 17'-11" 1T-3" 12'-5" 13'-10" 13'-5" 14'-0" 15'-8" 15'-2" 4'-0" 150 MPH 15'-11" 1T-11" 1T-3" 15'-11" 1T-11" 1T-3"-1" 14'-7" 14'-1" 4'-0" Oi P . T for: mARONOA14 OMM INC. -- w b - ® •vim s z.aA TKEPI-AT DESCRIPTION: 3 MVl 9l K T l.RAO T T in E L -' 3 MIIJC l c--71TY• r L'MDA SCn 3 .X PUBLIC RECORDS Of r...,n..rn r, o. AT wr uvt __ PACE(S) 1 GALE 1' 20 LOT -94 01 5' 1C7 . 20 GRR!`T!!C'SCAiL LOT 93 LOT 55 N&9947'42V 50-OC 4. MODEL: Argil NGTON 4,2) 9LOCK FINISHED tLOOR I ELEVATION • 54:DD 11r. a nrr xATIO 4 IJ r7UATH I -WILL Co"LRE IL DRIVE Ice U. W.89°47142 tfK 50.0( 01 4't U LOT 91 A n ,win rER77FTrATION BUILDING SETBACKS ivul S: 1. BE :AR€. $ASfD ON iitE CENTERLINE Of BASED ON RiE FEDERAL EMERGENCY FRONT': 20' MANAGEMENT' AGENCY FLOOD INSURANCE REAR: 15' SPANa".r -AY •^p1.' p:=uC uwn•TL"w 2. ELEVATIttVS AND LOT' DRAINAGE TTPE SJf01NV RATE MAP, THE STRUCTURE SLOE: 9' HFRFOtJ ARE BASED ON SITE ENGINEERING SHOW 1t£REC11 00[S NOT LIE w7mm SLOE STREET: 15' PLANS FOR THE PROTECT. THE 100 WAR FLDW HAZARD AREA. BUILDING LINE: SO' THIS STRUCTURE LIES IN ZONE . X '. 3. BUn.uwc TIES ARE TO FOUNDATION. 1, PLOT PLAN ONLY, LOT HAS NOT BEEN STAtt£U i..' -w^.' P.'ae ;:.? 120291 DO!0 EINLD. s @fD, IERi£ F EFFE' CTIL DATE: APRE 17. 1995 LOT 91 CONTAINS MAP REVISION DATE: 1.522 SQUARE FEET/0.127 ACRES THIS 1 Sl)ttYt 7. SUBJECT TO ai"GE) r O PE-co"'.1O.;S OR IJIIy_RANtt•FS AS To THE WFORMATION REf2ECTED HEREON TI, E UNDERSIGNED AND CA P) P- FS LAND jufs T Tier. W eiAGREEU +=Any A. 1N.KTS ltlAr S: TBACtf LudfS, AC.:2EE)tEPtTS At10 OTHER MATTERS. AND fURTH£R RUS WSTRU6IENT IS NOT NITENOED TO TITLEVERIFICAT)OI PE+JTAININ^ TO EAS£r.,EatiTs< r^ n cr FORTH ALL a1rta MATTERS 5lICN nr`A86i7EVIA INFORMATION SHOULD Be OUTAWED AND CONFIRUED BY OTHERS T))ROUGH APPROPRIATE 11ONSfLEGEND: NO.- NU)dBER P T -PON r L!f TANGENCY R.•- RAOfUS n Piknr.ir irt n£iRviniwF1 CCNG- CDNCR. Ti _ po IUCL'RpS ft P. C.C.-POINT Oaf C OUNO CURVA URE U.E.-UT11 YE SEM NTNT nR-(> rw Iyf .,^CtI UIV ARCARCLEt'GTF! i.B. LtC£NS£D LIUSINE S ANGLE) U.dIU.E-IiRAINAG£ A UTILITY EASEMENT SIDEWALK FASEe:ENi CH.BRG-MSITILITY EA3iMEfl CENTERLINEA/C -AIR COr1D1RO,IER` PAD tyRAL LAND SURVEYORS P.N.DMk;A RS inn COUNTY ROAD •2'7 SOUTH LC] MC;Vr )C O, rLORIOA 32750-54,49 . TELEPHONE ( 407) 830-9080 FAX Na. i +07) 3Sa._ ;G3K jLOT by UUr CAM fAX.0OAKSL92.DVl% At1S SURVEY NOT VALID UNLESS EMBOSSED iwi. e `rtrr. `. X—NAT1 E —'k'D ,RAISED S AI OF A F OA LICENSED SURVEYOR? AND "APPER DOMINICK F. CAM4f - PRESIDENT FLORIDA SURVEYOR .A MAPPER "UMBER 2DO5 W. 0.99 1 Z 531 I, g ra: 1 a=rd/5:. 1{l.Jy!d'eHV`!•!11f*iu.,,rl,rl;llr!wuFdkilsi