Loading...
HomeMy WebLinkAbout101 Golfside Cir (2)CITY OF SANFORD PERMIT APPLICATION Permit No.: ' Date: 5-1 2 b 'L Job Address: /O % 001-10 -mc efAr-le— 9Nw:.o __?a r% Permit Type: Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: Avti s141 61,- IniSJI G O /%/fi wli V ¢e Dd S L/71 of Za,,V (.9.. Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole New AMP Service (# of AMPS ) Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines Occupancy Type: _Residential Commercial _ Industrial Total Sq Ftg: Value of Work: S K Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: (Attach Proof of Ownership & Legal Description) Owner/Address/Phone: A91 e5ro/AS i/=G fQ!/LcGG i •T i-7 ? 4la'7 330 Y6C T Contractor/Address/Phone: 3OO,5' `-a _vyl-h A.D, G/`ll AC .72-7 1 Z J-7 4 79 4 S—O ED State License Number: Contact Person: Phone & Fax Number: - S Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer Address: Phone No.: Fax No.: 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 regulating 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. Acceptanermit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. 0 , I 101 Signature o er/Agent Date Signature of Contractor/Agent Date ti rI Pr' t Owner/Agent's Name P ' ontractor/Agent's Name 11 - - / A Ix )rlvk 1 (/01 0t S gnature o o -fate of Florida a Signature a to ROBYN WALTER ROBYN WALTER Notary Public, State of Florida Notary Public, State of Florida My comm. expires Nov. 30, 2004 My comm expires Nov. 30, 2004 No. CC985082 No. CC985082 Bonded thru Ashton Agency, Inc.(800)451.4854 Bonded thru Ashton Agency, Inc. (800)451.4854 Owner/ Agent is Personally Known to Me or Contractor/Agent is sonally Known to Me or Produced ID Produced ID APPLICATION APPROVED BY:' + Date: 5 — L O - 0i'_ Special Conditions: O i0 ` ' alai SEMINOLE COUNTY FWRICA'S WATtJRAI G140KE NOTICE OF COMMENCEMENT State of Florida County of Seminole Permit No. Tax Folio No. (PID) i The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance'with Chapter 713, Florida Statutes, the folling information is provided in this Notice of Commencement. DESCRIPTION OF PROPERTY (Legal description of the property and street address) GOT- 4rZ on- elv4 Ali / Po6 s3 &3 7v. ZL2; % 7 GENERAL/ DESCRIPTION OF IMPROVEMENT QUA S AB 3-Y/ Z T lfh / 4e Vvr.y r OWNER INFORMATION ; Name and address_ /d/ ' 9--V/f'S/oe C-Afa le — Interest in property (Fee Simple, Partnership, etc.) ©G yrst NAME AND ADDRESS OF FEE SIMPLE TITLE HOLDER (IF.OTHER THAN OWNER) I' L v CONTRACTOR SUPERIOR ALUMINUM INSTALLATIONS, INC. , 1. Name and address 3005 Forsyth Road 9E7> 18z9' 407) 678-0500 SURETY ( Bonding Company) 800) 247-a768 nnAasamemamnlp81D11110AIA pI01Nq Name and address SEMINULE COUNIY IT COURT Amount of Bond 4306 PG 0890 CLERK' S # 2002820379 LENDER ° RECORDED 01/24/2002 12:01:04 PM RECORDING FEES 6.00 NameandaddressRECORDED9y6NepfeldPeisons within the State of Florida designated by Owner upon whom notice or other documents may be served as provided by Section 713.13(lxa)7., Florida Statutes: Name and address in addition to himself; Owner designates Of to receive a copy of the Uenoes Notice as provided in Section 713(l)(b), Florida Statutes. The expiration date is 1 year from date of My Commission Expires: V O / was aclmowledged before me this day of Q P r an oath. CLERK OF CIRCUIT 200Z PARCEL DETAIL liemintAt Cvuety 114"t SL tipNlittd 32771 40- A.665.7.w GENERAL VALUE SUMMARY Parcel Id. 04-20-30-513-O000-0420 TaxDistrict SI-SANFORD i Value Method: market Owner. SOLOMON RANDOLPH D & TRACY A Der. 011-SINGLE FAMILY Number of Buildings: Address: 101 GOLFSIDE CIR Depreciated Bldg Value- $96,412 City,State,ZipCodr SANFORD FL 32773 Exemptions: Depreciated EXrr Valor so Property Address: 101 GOLFSIDE CIR Land Value (Market),• $19,000 Subdivision Name: MAYFAIR CLUB PH I Land Value Ag. $0 Just/Market Value- $115,412 SALES j Assessed Value (SOH): $115,412 Deed Date Book Page Amount V@d1mp Exempt Value. $0 SPECIAL WARRANTY DEED 0711999 03701 0866 $138,000 Improved Taxable Value: $115,412 find CQMDmwblc Sales within this Subdivision Tax Bill Amount; $2,478 LAND LEGAL DESCRIPTION Land Assess Method Frontage Depth land Units Unit Price Land Value LOT 42 MAYFAIR CLUB PH I PB 53 PGS 7 & 8 LOT 0 0 1.000 19,000.00 $19,000 BUILDING INFORMATION BldNum Bid Type Year Bit Fixtures Gross SF Heated SF Est Wall Bid Value Est Cost New 1 SINGLE FAMILY 1997 9 2,748 2,336 CB/STUCCO FINISH $96,412 $98,380 Appendage / Sqft GARAGE FINISHED / 400 Appendage / Sqft OPEN PORCH FINISHED/ 12 Appendage / Sqft UPPER STORY FINISHED 11104 NOTE: Amzwd valuer shown are NOT cernfled vahms and dwmfore are subject to change Wore being finalised for ad valorem tax purposes. LIMITED POWER OF ATTORNEY I hereby name a d appoint _ of C-11I.- in fact to act for me and apply to fora ' BUILDING at a location described as: Section Range Lot Block 0 S-/Z-0—%— DATE to be my lawful attorney permit for work to be performed Township Subdivision ArL 3L7> Address of Job) Owner of Property and Address) and to sign my name and do all things necessary to this appointment. THOMAS A. ORIE SR. RX0045740 Type or Pri ame of Certified Con t ,License i;;nature of Certifie Contractor Acknowledged: Sworn to and subscribed before me this Day of A.D. 20 6 Z-- Notary Public, State of Florida Seal) My Commission Expires: r Vy C)LP ROBYN WALTER Notary Public, State of Florida My comm. expires Nov. 30, 2004 Bonded thru Ashton Agency, 82 Inc.(800) 511NO84854 FILE No.721 12/11 '01 All 03:00 ID:VERITAS SOFTWARE LTC FAX:407S317922 PAGE 2 PLAT OFpOUNDARY SURVEY for: MARONDA HOMES, INC. 0ESCR/PT10N; l..40—'rr 42: t--4AYp'4'1Fz cj_.wB FPPA4sv r RArcooD,rowPLArvoo f,:S,SPAQC(SJ -I It, 8 PUOLIC RCCOttOO Q ! f'101'C COUNTY, ff.QR1OA, TAT' A arcar aa. >r rntfcari) C wn+w yr•lair•rt alr'+la r ytns .'! Hc j.r oror vnrr• .4+So¢Ication) S THESE PLANS IFORD '• BUILDING T. Dl:PT. ACCEPTED F CONSTRUED RE R IA FED AND CONDITIONALLY1'cRP,11T. EFcMITT THE WORK ANCANCCANCEL, I, BE A UC NS To PRo SH.4Ll_ BENOTASAU7HORITOCFEDMT'HALT PROVISIONSNS OF ISSUANCC R. OR SI_T Y To VIOLATEHETECH1A"DL• ANY OF THENCALOF DEPT FROM THTIONOF CODSPERMIT NOR SHALLREAFTERPEVL'NT THE SU,LDINGREOUIRINGERROR OR OTHER VIOLAON THE PLANS A CORREC- IONS CONST RUCTIONOFTHEtCUDES. OF ICE C PER, RT #02,.%L 3 N W Z 10.0• L1r, L, -- asaar-,N 3J I`r•Xr a ,•' .. rr r f•~` 14.0 Q. n 1• I• s' cur.c. K- 8 N Ill GG71,,,T 151 MIE CIf?C.L-•• tM CERTIFIED TO: Randolph D. L Tracy A. Solomon America's Wholesale Lender Kampf Title 6 GuaranLy Corp, Adnoram Title Company,lnc. Chicago Title insurance Co. r c• , 1, UMNaf ARQ/A31D cw THE n t,Q•G RIA NIIPEWI MCw"140.0100S prov plA, Ayn1,,TNN R IR011 hK w N CAP 4 DIAYrTDI K N 7V1• CONCRttrNONuwLNrMa. ---- A, Xr CROif CUT INCONCR[T[ p, V[NICULAR ACCL« R10NT1 TO ARE 0101CATr0 TO rc ER IC L 10, CLIVATIONS AASL N 1 N l OArLim Of Itto. J C - jl a'Zl LANDSURVALYORS300 door;q coUNYrY ROAO 407 TtLL• PNO rA X No. (+O r) w, O,STANC LOT WO, FOUNDATION WAJTAKC HOUSE 2- c> AV r.T 79 DIS- IJO.l.G z FLO95 GCKTIFICATIOh Basalt! an !Da Fodrrol Cloorplfley NaMapeMon! AlaneT flood Inrvranc. roll mav, I%$ properly AII• Ahown hiraon. DOE3_ tjQT LIC Wilhin lho 100 Tear flood hosorl, area Llol In Zone I bl /7 po4o t CaM, oulllr.,attl. -N - h — ll oltv-•Dalol C RdrNa, CUlf VAtovCH. NRR" I / 111•(ARINO u c nw wrtvL4 / GLNi l1 LIMC C. CCONDTIONER AiCalfsANDpJJ VIYOR NUN8ER lfV, 4L t3'i-l--'Tivr 11_ ( I MOL valid with—L• P-OUNPATION_L-SC.1LE: _I thea,turo aril ST<1ffE 8 4 -,)-Ithe orl9iru+l rallsdtl seal or a r1or1M liCenaod aurVOYOC and "gVer. O NICK r CAVONC - AEJIOCNT I'•lorlda1ond9urv& yor',Rool0raNprrIVA20041 w,o,ronwCwcCK ls (censcd BUsinaSs No, LB.507j W.o. RECCRr - z z z 1 0 X Z 6s" zxz cook z y yeti Z yc v 17 a q 1 x z x 3 2--le3 X x X Y. rA x M X Cti N to M IL y 5"D ', fib „ 56 •, jr, 3S' ll 1 f it SECTION 3 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 NOW STRUCTURAL KNEE WALL 1" WIDE x 0.063" THICK STRAP Qa EACH POST FROM POST TO FOOTING W/ (2) #10 x 3/4" S.M.S. STRAP TO POST AND 1) 1/4" x 1-3/4" TAPCON TO SLAB OR FOOTING SCREEN, VINYL, GLASS & MODULAR ROOMS 7 ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK KNEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4" (NOMINAL) PATIO CONCRETE SLAB W/ 6 x 6 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE 1) #5 0 BARS W/ 3" COVER TYPICAL) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 3/4" = V-0" 6" MIN. (2) #5 BAR CONT. 2'-0" MIN. 3-1/2" (TYP. ( 1) #5 BAR CONT. BEFORE SLOPE ALL SLABS) Co 11=1 TYPE I TYPEII FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING NOTES: 0-2"/ 12" 2" / 12" - V-10" TYPE III STEEP SLOPE FOOTING V- 10" 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 REQUIRED EXCEPT WHEN ADDRESSING EROSION UNTIL THE PROJECTION FROM THE HOST STRUCTURE EXCEEDS 16" THEN A TYPE II FOOTING IS REQUIRED. SLABS SHALL BE A MINIMUM OF 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 FIBER MESH MAY BE USED IN LIEU OF MESH. 5. IF LOCAL BUILDING CODES REQUIRE A MINIMUM FOOTING USE TYPE II FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE, LOCAL CODE GOVERNS. ORANGE COUNTY FOOTINGS SHALL BE 18" DEEP & 16" WIDE FOR STRUCTURES / BUILDINGS OVER 400 S.F.. 6. IF A CARRIER BEAM OR FORTH WALL FRAME IS REQUIRED USE A TYPE 11 FOOTING MINIMUM. SLAB - FOOTING DETAILS SCALE: 3/4" = 1'-0" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P. O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE ( 386) 767-4774 FAX ( 386) 767.6556 COPYRIGHT 2001 IPAGE3.24 I O NOT T O BE PEPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. I SECTION 3 SCREEN, VINYL, GLASS & MODULAR 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 / 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. For carrier beams for screen rooms, use table 2.1.3. 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 of the structural system used to build the host structure. d. Any attachment that extends more than 16' from a mobile / manufactured home wall shall require site specific engineering. 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. SOME LOCAL BUILDING DEPARTMENTS, SUCH AS PINELLAS COUNTY, MAY REQUIRE MINIMUM WALL THICKNESS OF EXTRUSIONS. CHECK WITH YOUR LOCAL BUILDING DEPARTMENT BEFORE PLANNING YOUR PROJECT. 9. If the mobile / manufactured home manufacturer certifies in writing that the mobile home may be attached to, then a "fourth wall" is NOT required. 10. Fourth wall beams for screen rooms may be selected from Table 2.1.1, 2.1.2, or 2.1.3. Fourth wall beams for glass rooms shall be selected from 3.1.3. 11. For high velocity hurricane zones the minimum live load / applied load shall be 30 PSF. 12. The framing of existing screen room walls to receive windows or solid sheathing should be accomplished with the details of this chapter 13. 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. 14. For Inspection page for Sreen, Vinyl, Glass & Modular Rooms, see Appendix (Section 10). 3 - i Section 3 General Notes and Specifications Continued: To achieve compliance with certain load conditions, existing 2" x 2" framing can be augmented with 1" x 2" x 0.036" minimum open back. The 1" x 2" x 0.036" shall be fastened to the 2" x 2" framing with 10 x 1-1/2" S.M.S. at 6" from the base plate and top rail and at a spacing of 16" O.C. maximum between the previously described anchors. If solid sheathing is provided it shall be fastened to the framing with #8 S.M.S. of sufficient length to penetrate the sheathing and embed into the aluminum framing a minimum of 1/2". The following schedule of anchor spacing shall be adhered to: Stud Spacing Sheathing 16" O.C. 24" O.C. Type 3/16" CDX Plywood 6" O.C. Edges N/A 12" O.C. Field N/A Structural 6" O.C. Edges N/A Thermal Ply 12" O.C. Field N/A 1/2" CDX Plywood 6" O.C. Edges 4" O.C. Edges 12" O.C. Field 8" O.C. Field Alternate bracing can be provided using 1-1/4" x 14 ga. galvanized coil strap or 1-1/4" x 0.040" aluminum strap fastened to each stud with #8 x 1/2" S.M.S. in an'X' pattern as shown on page 4-2 of the Aluminum Structures Design Manual 2002 Edition. 3-ii SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3 INTERIOR BEAD TABLE 3.1.3 OR 3.1. ALUMINUM ROOF SYSTEP PER SECTION r H' iOST STRUCTURE OR OURTH WALL FRAME ARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N.T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM SEE TABLE 3.1.1, 3.1.2, 3.1.4 OR 3.1.5) 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 4366, SOUTH DAYTONA, FL 32121 TELEPHONE (366) 7674774 FAX (356) 767.6556 SEAL PAGE COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 3'1 SCREEN, VINYL, GLASS & MODULAR ROOMS 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 PER CHAPTER 7 HEADER ATTACHED TO POST W/ MIN. (3) #10 x 1-1/2" S.M.S. IN SCREW BOSSES 2"x2",2"x3"OR3"x2" HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) #10 x 1/2" S.M.S. IN SCREW BOSSES 1" x 2" OPEN BACK BOTTOM RAIL 1/4" x 2-1/4" MASONRY ANCHOR @ 6" FROM EACH POST AND 24" O.C. (MAX.) Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA. FL 32121 TELEPHONE (386) 767-4774 FAX (386) 7674556 Q COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. SEAL PAGE 3-15 0 3 T 0 m A a<D m MTT D$tD b'o m7 c N 1 Table 3.1.2 Allowable Beam Spans For Screen or Vinyl Rooms I Open or Partially Enclosed Structures Aluminum Alloy 6063 T-6 9 Mn uou n "w snnliarl Inad of 13 R / tin- ft_• rur J sO6uffu WIAU gust 0% Single Self -Mating Beams vw.. v. .w .... ......... err••-- •--- -- -- - - -- --- Trlbuta Load Width 2'-6" 3'-0" 1 3'-6" T 4'-0" 1 4'-6" 1 T-0" T-6" I 6'-0" 1 6'-0" 1 7'-0" 1 7'-6" 8'-0" Allowable Span'L' I bending 'b' or deflecdon'd' 2" x 4" x 0.044" x 0.100" 12'-6" d 11 %9" d 11'-2- d 10'-8" d 10'-3- d 9'-11" d 9-7' d 74" d 9'-1" d 8'-11" d 8'-8" d V-6" d 2" x 5" x 0.050" x 0.100" 15'-6' d 14'-7" d 13'-11 " d IT-3' d 12'-9- d 12'4' d 11'-11- d 11'-7" d 11'4' d 11 %0" d 10'-9" dI2" x 6" x 0.050" x 0.120" 18'-2' d 17'-1' d 16'-3" d 15'-6" d 14'-11'd 14'-5' d 13'-11"d IT-7' d 13'-2" d 12'-11'd 12'-7- d 2" x 7" x 0.055" x 0.120" 2" x 8" x 0.072" x 0.224" 20'-11' d 26-1I'd 19'-8' d 24'-5" d 18'-8" d 23'-2' d 17'-10" d 22'-2' d 17'-2' d 21'-4' d 16'-7" d 20'-7' d I VA" d 19'-11' d 15'-7' d 19'-5' d 15'-2' d I &A I'd 14'-10' d 18'-5" d 14'-W d 1 T-11' d 2" x 9" x 0.072" x 0.224" 28'-11' d 27'-3' d 25'-10" d 24'-9" d 23'-9" d 22'-11" d 22'-3' 21'-7' d 21'-0' d 20'-6" d 20'-1' d x 0.082" x 0.306" 3a-5" d 28'-8" d 2T-3" d 26'-0' d 25'-0' d 24'-2" d 23'-5' Id 22'-9" d 22'-2' d 21'-7' d 21'-1" d 2" x 10" x 0.092" x 0.369" 35'-3' d 33'-2" d 31'-6" d 30'-1" d 28'-11"d 2T-11' d 27'-1' 26'-4" d 25'-7' d 24'-11' d 24'-5" d Double Self -Mating Beams Trlbuta Load Width 2 -6" 34-0" 3'-6" 4'-0" 4'-6" 5'-0" 5'-6" 6'-0" 6'-0" 7'-0" 7'-6" 8'-0" Allowable Span V I bending 'b' or deflection'd' 2" x 8" x 0.072" x 0.224" 32'-8" d 30'-9" d 29'-3" d 27'-11"d 26'.11"d 25.11"d 25'-2' d 24'-5' d 23'-9' d 23'-2' 2" x 9" x 0.072" x 0.224" 36'-5' d 34'-3' d 32'-7" d 31'-2' d 29'-11'd 28'-11'd 28'-0" d 2T-3' d 26'-6' d 25'-1 O'd 25'-3' Id 24'-9' d 2" x 9" x 0.082" x 0.306" 38'-4' d 36'-1' d 34'-3' d 32'-10' d 31'-6' d 30'-5' d 29'-6" d 28'-8' d 2T-11'd 27'-3' d 26-7' 26'-0' d 2" x 10" x 0.092" x 0.369" 44'-5' d 41'-9' d 39'-8" d 37'-11"d 36'''"----6' d 30'-9' 30'-1" d For Maximum Spans at wind velocities other than 120 MPH, see Conversion Table 38 on the specification page for tables at the beginning of this section and example below. Note: 1. It is recommended that the engineer be consulted on any carrier beam that spans more than 55' 2. Spans are based on 140 M.P.H. wind load plus dead load for framing. 3. Span is measured from center of connection to fascia or wall connection. 4. Above spans do not include length of knee brace. Add horizontal. length of knee brace to above spans for total beam spans. 5. For high velocity wind zones convert to 130 MPH spans. Example: To calcualate maximum span'L' at 140 MPH wind velocity for: 2' x 2" x 0.044" Single Self Mating Beam with Load Width = 4' 1. Find 'L' at 120 MPH: L = 10'-8" 2. Convert'L' to decimal feet: L = 10'-8' = 10.67' 3. Select the appropriate multiplier from the conversion table 3A found on the specification sheet at the beginning of this section. if the span is followed by'b' use Bending multiplier. if the span is followed by'd' use Deflection multiplier. 4. Multiply'L' in decimal feet by appropriate multiplier. L' at 140 MPH is 9.92' x 0.91 = 9.03' = 9'-0" m I Z W CAl I m Z Z r G) Y N CA 3 v C X O O 3 N SCREEN, VINYL, GLASS & MODULAR ROOMS SECTION 3 Table 3.1.1 Allowable Edge Beam Spans - Hollow Extrusions + For Screen Rooms or Vinyl Rooms / Open or Partially Enclosed Structures Aluminum Alloy 6063 T-0 c".. a =e" ^.."t winrt .,"St .3t Velneity of 12e MPH or an aoolied load of 28 61 so. ft.* 2" x 2" x 0.0"'. 2" x 2" x 0.055" Load Width (ft.) Max. Spa n'L' I(bending 'b' or deflection'd' Load Width (ft.) Max. Spa n'L' I bending'b' or deflection d' 1 3 2 Span 3 Span 4 Span Max. Cantilever 1 d 2 Spa 3 Span 4 Span Max. Cantilever 5 3'-9" d 4'-4" b 1 4'-3" b 1'-0" d 5 4'-0' d 4'-9" b 4'-7" b 1'-1" d 6 3'-7" d 3'-11" b 3'-10" b 0'41" d 6 T-9' d 4'-4' b 4'-2" b 1'-0" d 7 3'4" b 3'-8" b 3'-7" b 0'-11" d 7 3'-7" d 4'-0" b 3'-11" b 0'-11" d 8 3'-1" b 3'-5" b 3'4" b 0'-10" d 8 3'4" b 3'-9" b 3'-8" b 0'-11" d 9 2'-11" b 3'-3" b 3'-2" b 0'-10" d 9 3'-2" b 3'-7" b 3'-5" b 0'-11" d 10 2'-9" b 3'-1" b 2'-11" b 0'-10" d 10 3'-0" b 3'4" b 3'-3' b 0'-10" d 11 2'-8" b 1 2'-11" b 1 2'-10" b 0'-9" d 11 2'-10" b 3'-3" b 3'-1" b 0'-10" d 12 2'-6" b 2'-10" b 1 2'-9" b 0'-9" d 12 2'-9" b 3'-1" b 2'-11" b 0'-10" d 3" x 2" x 0.045" 7113 3" x 0.045"A Load Width (ft.) Max. Spa /(bending 'b' or deflection'd' Load Width (fL) Max. Spa VI bending'b' or deflection'd' 1 6 2 Spa 3 Span 4 Span Max. Cantilever i 1 & 2 Spa 3 Span 4 Span Max. Cantilever, 5 4'-2" d 5'-1" b 4'-11" b 1'-1" d 5 5'-3" d 1 6'-5" b 6'-3" b 1'-5" d 6 3'-11" d 4'-7" b 4'-5" b 1'-1" d 6 4'-11" d 5'-11" b 5'-8" b 1'4" d 7 T-9" d 4'-3" b 4'-2" b 0'-11" d 7 4'-8" d 5'-5" b 5'-3" b 1'-3" d 6 3'-7" d 3'-11" b 3'-10" b 0'-11" d 8 4'-6" d 5'-1" b 4'-11" b 1'-2" d 9 X-4" b 3'-9" b 3'-8" b 0'-11" d 9 4'-3" b 4'-10" b 4'-8" b 1'-2" d 10 3'-2" b 3'-7" b 3'-5" b 0'-11" d 10 4'-1" b 4'-7" b 4'-5" b 1'-1" d 11 3'-1" b T-5" b 3'A" b 0'-10" d 11 3'-11" b 4'-4" b 4'-2" b 1'-1" d 12 2'-11" b 3'-3" b 3'-2" b 0'-10" d 12 3'-9" b 4'-2" b 4'-0' b 1'-1" d 2" x 4" x 0.050" Load Width ( ft.) Max. Spa V/ bendin 'b' or deflection'd' 1 & 2 Span 3 Span 4 Span Max. Cantilever 5 7'-1" b 7'-11" b 7'-7" b 1'-11" d 6 6'-5" b 7'-2" b 641" b 1'-9" d 7 5'-11" b 6'-8" b 6'-5" b 1'-8" d 8 5'-7" b 6'-3" b 6'-0" b 1'-7" d 9 5%3" b 5'-11" b 5'-8" b 1'-7" d 10 4'-11" b 5'-7" b 5'-5" b 1'-0" d 11 4'-9" b 64" b 5'-2" b 1'-6" d 12 4'-7" b 5'-1" b 4'-11" b 1'-5" d For Maximum Spans at wind velocities other than 120 MPH, see conversion tables on the specification page for tables at the beginning of this section and example below. Notes: 1. For high velocity zones, convert to 130 MPH spans. 2. Above spans do not include length of knee brace. Add horizontal length of knee brace to above spans for total beam spans. Example: To calcualate maximum span'L' at 140 MPH wind velocity for: 2" x 4" x 0.050" hollow section with Load Width = 65' and 4 span Overhang Condition 1. Find'L' at 120 MPH: L = 6'-11' 2. Convert 'L' to decimal feet: L = 6'-11" = 6.92' 3. Select the appropriate multiplier from the conversion table found on the specification sheet at the beginning of this section. if the spant is followed by'b' use Bending multiplier. if the span is followed by'd' use Deflection multiplier. 4. Multiply in decimal feet by appropriate multiplier. Vat 140MPH is 6.92'x0.87=5.45=5'-5" Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 TELEPHONE (386) 767.4774 FAX (3116) 767-6556 SEAL PAGE COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETi, P.E. 3"ZS SCREEN, VINYL, GLASS & MODULAR ROOMS I SECTION 3 Table 3.2.1 Allowable Upright Heights, Chair Rail Spans or Header Spans - Hollow Extrusions For Screen Rooms or Vinyl Rooms / Open or Partially Enclosed Structures Aluminum Alloy 6063 T4 c^r Q --..nwd -d.,i ...at at ye!tm- of 12o MPH nr an annlled load of 14 ! / an. fL* Sections TrIbutm Load VAdth W a Purlin spacing 3'-0"' 1 3'-6' 4'-0" 1 4'4" 1 5'-0" 5'-0" 1 F-5- 1 8'-0" 1 T-0" I 7'-0" Allowable eight 'H' / bending 'b' or deflection 'd' 2" x 2" x 0.044" Hollow 7'-7" d 7'-2" d 6*41" c4 6'-0" b 6'-2' b 5'-11" 11 5'-0" b 5'-5" b 5'-3" b 5'-1- b 2" x 2" x 0.055" Hollow 8'-0" d 7'-7" d 7'4" di r-W d 6'-9" b 6'-5' bi 6'-2" b 5'-11" b 6-8' b 5'-6" b 3" x 2" x 0.045" Hollow 8'-0' d 7'-11" d 7'-7" d 7'-4" d T-1" d 6'-10" b 6'-6" b 6'-3" b 6'-0" b 5'-10' b 2" x 3" x 0.045" Hollow 10'-5" d 9'-11" d 9'-6' d 9'-2" d 8'-10" d 8'-7" d 8'-4" d 7'-11' b 7'-8" b T-5" b 2" x 4" x 0.050" Hollow 14'-3" di 13'-4" b 12'4" b 11'-9" b 11'-2" b 10'-8' b 10'-2' b 9'-9' 9'-5' b 9'-1' b 2" x 5" x 0.050" S.M.B. 19'-1" d 18'-2' d 17'-0" b 16'-0" b 151-6" b 14'-w b 14'-2" b 13'-7" b 13'-1" b 12'-8' b 2" x 6" x 9.050" S.M.B. 22'-4' d 21'-3' d 20'-0" b 18'-10' b 1 T-11" b 17'-1" b 16'-4" b 15'-8" bi 15'-2' bi 14'4- b For Maximum hleghts at wind velocities other than 120 MPH, see Conversion Table 3B on the specification page for tables at the beginning of this section and example below. Note: For high velocity zones, convert to 130 MPH spans. Example: To calcuslate maximum height 'H' at 140 MPH wind velocity for: 2" x 2' x 0.044' Hollow Extrusion with Load Width = 4' 1. Find 'H' at 120 MPH: H = 6'-11" 2. Convert'H' to decimal feet: H = 6'-11' = 6.92' 3. Select the appropriate multiplier from the conversion table 3A found on the specification sheet at the beginning of this section. if the height is followed by'b' use Bending multiplier. if the height is followed by'd' use Deflection multiplier. 4. Multiply'H' in decimal feet by appropriate multiplier. H'at 140 MPH is 6.11'x0.92=5.62'=5'-7' Lawrence E. Bennett, P.E. CIVIL ENGINEER - DEVELOPMENT CONSULTANT P.O. BOX 4366, SOUTH DAYTON . FL 32121 TELEPHONE (366) 7074774 FAX (366) 76745M COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT. P.E. SEAL PAGE 3-29 SOLID ROOF PANEL PRODUCTS I SECTION 7 COMPOSITE ROOF ANCHORING DETAILS 8 x 1/2" S.M.S. SPACED EXISTING TRUSS OR RAFTER @ 8" O.C. BOTH SIDES 10 x 1-1/2" S.M.S. OR WOOD WOOD SCREW (1) PER RAFTER OR TRUSS TAIL 10 X 3/4" S.M.S. OR WOOD d p... ROOF PANELSCREWSPACED@12" O.C. EXISTING FASCIA ROOF PANEL TO FASCIA DETAIL SCALE: 3" = V-0" EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR #8 x 1/2" S.M.S. SPACED OTHER CONSTRUCTION @ 8" O.C. BOTH SIDES FOR MASONRY USE 1/4" x 1-1/4" MASONRY NCHOR OR EQUAL @ 24" O.C. FOR WOOD USE #10 x 1-1/2" ¢.w...... S.M.S. OR WOOD SCREWS @ ::. 12" O C - ROOF PANEL ROOF PANEL TO WALL DETAIL SCALE: 3" = V-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 4368, SOUTH DAYTON& FL 32121 TELEPHONE (386) 767-4774 FAX (386) 767-65% COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. SENNETT. P.E. SEAL PAGE 7-3 SOLID ROOF PANEL PRODUCTS SECTION 7 Table 7.2.5 Allowable Spans for PRO-FAB Composite Panels for Various Loads Metals USA, Building Products Southeast, Inc. Manufacturers Proprietary Products: 2 V Aluminum Allo 3105 H-14 or H-25 Foam Core E.P.S.10 Density0 3" x 48" x 0. oof Panel with R Value of 11.58 O en and Partially Enclosed Enclosed Buildings Wind Maximum Allowable Span Wind Maximum Allowable Span 1 3 2 S n 3 San 4 San Max Cantilever 1& 2 Span 3 San 4 San Max CantileverRegionRegion 100 M.P.H. 164" 17'-2" 16'-7- 4'-0' 100 M.P.H. 15'-3" 17'-1' 16'-6' 4'-0' 110 M.P.H. 14'-0' 15'-8" 15'-2" 4'-0' 1 110 M.P.H. 13'-3- 14'-10' 147-4- 4'-0' 120 M.P.H. 12'-9" 14'-3' 13'-9" 4'-0' 120 M.P.H. 12'-2- 1377 13'-2- 4'-0- 130 M.P.H. 11'-10" 13'-3" 12'-10' 4'-0' 130 M.P.H. 11'-3" 127-7' 12'-2" 3'-11' 140 M.P.H. 10'-11' 12'-3" 11710- 4'-0' 140 M.P.H. 1 10'-11' 12%2' 1 - 3'-8' 150 M.P.H. 10'-2' 11' 4' 10'-11' 3'-11" 150 M.P.H. 10'-2" 11'-4" 10'-11' 3'-5' w 4" x 48" x Roof Panel with R Value of 15.44 Open and partially Enclosed Enclosed Buildings Wind Maximum Allowable Span Wind Maximum Allowable Span Region Span Span San Cantileverer Re g ion 1 & 2 Span 3 San 4 San Max Cantilever 100 M.P.H. 1670' 18'-10" 18'-2" 4'-0' 100 M.P.H. 16'-9" 18'-9" 18'-l' 4'-0' 110 M.P.H. 15'-5" 17'-2' 1 16'-7- 4'-0' 110 M.P.H. 14'-6" 16'-3" 15'-8' 4'-0' 120 M.P.H. 13'-11' 15'-7' 15'-1' 4'-0" 120 M.P.H. T-377 4-7-1' 14'-5' 4'-0" 130 M.P.N. 13'-0' 14'-7" 14'-l' 4'-0" 130 M.P.H. 12'-5" 13'-10" 140 M.P.H. 12'-0' 17-6' 13'-0" 4'-W 140 M.P.H. 11'-11' 13'-4" 12'-11' 4'-W 150 M.P.H. 11'-2' 12'-6- 12'-1' 4' 0 150 M.P.H. 11'-2' 1 12'-6" 12'-1' 1 3'-9' 5" x 48" x gAftRoof Panel with R Value of 19.30 Open and Partially Enclosed Enclosed Buildings Wind Region Maximum Allowable Span Wind Re ion9 Maximum Allowable Span 1 S 2 San 3 Span 4 Span Max Cantilever 1 3 2 Span 3 Span 4 Span Max Cantilever 100 M.P.H. 18'-11' 21'-3" 20'-6" 4'-0" 100 M.P.H. 18'-11' 21'-1" 20'-5" 4'-0' 110 M.P.H. 77 19'-5' 18'-9' 4'-0" 110 M.P.H. 16'-5' 18'-4' 17%8' 4'-0' 120 M.P.H. 15'-9" 17'-7' 17'-0' 4'-0' 1 120 M.P.H. 15'-1' 16'-10" 1V-3" 4'-0" 130 M.P.H. 14'-8" 16'-5' 15'-10' 4'-0' 1 130 M.P.H. 13'-11' 1W-8' 1 10-1 1 4'-0' 140 M.P.H. 13'-7' 15'-2' 1 14'-8' 4'-0' 1 140 M.P.H. 1 13'-6' 1 15'-1' 1 14'-7' 1 4'-0' 150 M.P.H. 12'-7' 14--1' 1 13'-7- 4'-0' 1 150 M.P.H. 1 12'-7' 1 14'-1' 1 13'-7' 1 4'-0" o1- 6" x 48" x " Roof Panel with R Value of 23.16 Open and Partially Enclosed Enclosed Buildings Wind Region Maximum Allowable Span Wind Re iong Maximum Allowable Span 1 a 2 Span 3 Span 4 San Max Cantilever 1& 2 Span 3 San 4 San Max Cantilever 100 M.P.H. 20'-11- 23'-5- 22'-7" 4'-0" 100 M.P.H. 20'-10' 23'-3" 22'-0' 4'-0' 110 M.P.H. 19'-1' 21'-5" 20'-8' 4'-0" 1 110 M.P.H. 18'-1" 20'-2 191-6- 4'-0- 120 M.P.H. 1T-4' 19'-5" 18'-9" 4'-0" 120 M.P.H. 16'-7" 18'-7" 17'-11' 4'-0" 130 M.P.H. 16'-2' IVA" 17'-6" 4'-0" 130 M.P.H. 15'-5' 17'-3" 16'-8' 4'-0" 140 M.P.H. 14'-11" 16'-9" 16'-2- 4'-0' 140 M.P.H. 14'-10' 16'-7' 1 16--1' 1 4'-0' 150 M.P.H. 13'-10" 15'-6" 14'-11" 4'-0" 150 M.P.H. 13'-10' 15'-6' 1 14'-11' 4'-0' EMETOLS USHTM Lawrence E. Bennett, P.E. BuildingProducts southeast, Inc. CIVIL ENGINEER- DEVELOPMENT CONSULTANT P.O. BOX 4368, SOUTH DAYTONA, FL 32121 7815 American Way, Groveland, FL 34736 TELEPHONE (386) 767-4774 TEL: (352) 737-7766 x202 FAX: (352) 429-2011 FAX (386) 767-6556 TOLL FREE: 1-800-342-9077 ppeterson8metalsusa.com SEAL PAGE COPYRIGHT 2001 NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E. 7-29