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HomeMy WebLinkAbout134 Brushcreek Dr (2)CITY OF SANFORD PERMIT APPLICATION Permit No.: © Z - (Z773 Job Address: / Permit Type: --'O" Building Electrical Mechanical Plumbing Fire Alarm/Sprinkler Description of Work: SC P. eoayea 44 /tt 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 L Occupancy Type: _Residential Commercial _ Industrial Total Sq Ftg: We Value of Work: S . l/ Type of Construction: Flood Zone: Number of Stories: Number of Dwelling Units: Parcel No.: 33 '19 ~30 , 5;V. OWo fy(G (Attach Proof of Ownership & Le¢al Description) Contractor/ Address/Phone: Contact Person: Ode Phone & Fax Number: Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender; Address: Architect/ Engineer Address: State License Number: 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 compliancewith 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. Acceptance of permit is verification that I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of Owner/Agent ol5ate 147,oWc F2D1710-y Print Owner Agent's ame 5 Z Signature,ppjlota e t oCaIIi V Date W6 :Commission # DD079918 sP E Expires Dec. 20 2005 Bonded Thru Aslaatic Bonding Co., Inc. rawctertAgent is Personally Known to Me or IL Produced ID_y0 5 (66 Signature of Contractor/Agent Date Print Contractor/ Agent's Name Signature of Notary -State of Florida Date Contractor/Agent is Produced ID_ APPLICATION APPROVED BY: 1 `b 7s, f Special Conditions: Personally Known to Me or Date: S — 1 C3 — 2— V_ CITY OF SANFORD BUILDING DIVISION OWNER/BUELDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within I year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building, provided your costs do not exceed $25,000. The building or residence must be for your own use or occupancy. It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within I year after the construction is complete, the law will presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on your building. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work -being done. Any person working on your building who is not licensed must work under your direct supervision and must be employed by you, which means that you must deduct F.I.C.A. and withholding tax and provide workers' compensation for that employee, all as prescribed by law. Your construction must comply with all applicable laws, ordinances, building codes, and zoning regulations. I, IVA- /tfiJn , do hereby state that I am qualified and capable of performing the requested construction involved with the permit application filed. I will assume full responsibility as an Owner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. 162- Owner/Builder Signature Date M49c Print Owner/Builder Name g o o a Jam' OZ nay e'a Signature of Notary -State of Florida Date o e Owner is Personally Known to Me or has Produced ID — 3$$dY$<67A CITY OF-SANFORD ELECTRICAL PERMIT APPLICATION Permit Number: VDate: J-- O3'01 The undersigned hereby applies for a -''permit to install the following electrical: Owner' s Name: Ai e Tez.1,1141_?'y Address of Job: /J 7 /J` y Electrical Contractor: Residential: L/ Non -Residential: Numb mount Addition, Alteration, Repair Residential & Non -Residential New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: Description of Work: Application Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical'Code. Applicant' s Signature State License Number CfrY OF SANFORD BUILDINq DMSION OWNER/BUILDER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An owner of property making application for permit, supervising, and doing the work in connection with the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate construction costs of under $25,000 on such propem for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale or lease, or offering for sale or lease, of more than one such structure by the owner -builder within I year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner shall personally appear and sign the building permit application. State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $25,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within I year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you havelicensesrequired by state lacy and by county or municipal licensing ordinances. I. do hereb,.- state that I am qualified and capable of performing the requested constriction involved with the permit application filed. I will assume full responsibility as an ONvner/Builder Contractor, and will personally supervise all work allowed by law on the permitted structure. 51. e51.-,-2_ Owner/ Builder Signature Da(e Print Owner/Builder Name4! qlx c o ? to U Signature of Notary —State of Florida Date v' n,a. o w jk r) w g13 Owner is Personally Known to Me or has o 5 9 c Produced ID p CERTIFIED COPY fm INSI RWENT PKEPAKtfl by, MARYANNE MORSE NAME E OF COMN ENCEMENT CLERK OF CIRCUIT COURT Permit No. A ru,%D V(J P a Tax Folio No. BEMINOLE CWNN' FW"DA State of Florida County of Seminole S4woAeA , O&OW MERK The undersigned hereby gives notice that improvement will be made to certain real property, and in `at4rdanJwfth(01 Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description ofproperty: (le 1 descrip zlr7 /W l'oar7tz„ c1/4 and street address a R8 sl 4 2. General description of improvement: C,eP Af/ AREW 3. Owner information 01- a. Name and address b. Interest in property O&AN " c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor a. Name and address 6 b. Phone number a - 0 Fax number Surety a. Name and address No b. Phone number c. Amount of bond _ Lender a. Name and address 0-4-e Fax number L77 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 b. Phone number Fax number 8. In addition to himself or herself, Owner designates /Ua-le of to receive a copy of the Lienor's Notice as provided in Section 713.13(l)(b), Florida Statutes. . 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) Signature of Owner Sworn to (or affirmed) and subscribed before me this day of 20 , by t'1a.rc. T.Ir1 r+tio.r 1UpH ONOli@®g111rillitllAMSH1FM1Vff "' Personally Known OR Produced Identification J< Type of Identification Produced r 3 SS$d -YS iO a SEMINNNE COS' CLERK OF CIRCUIT COURT ENINDLE COUNTY BK 04398 PG 0683 CLERK'S p 20021373013 RECORDED 05/03/0= 11s49s15 AN Signature of Notary Public, State pf, ;pricl elissa Cameron RECORDING FEES 6.00 Commission Expires: ' Commissioa nnois WZOW BY N No1dm Expires Dec. 20 2005 Bonded TGru 8111%; F` Atlantic Boadiag Co., lac. Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCELZ, DETAIL t 77-M, Srmin li Cua nt Aeprrt r will rrut. 101 K. First M, tiaolord 1.1. 32771 GENERAL Parcel Id: 33-19-30-516-0000-1460 Tax District: S1-SANFORD FELDMAN BETSY L & 01-SINGLE VALUE SUMMARY Owner: MARC Dor. FAMILY Value Method: Market Address: 134 BRUSHCREEK DR Number of Buildings: 1 City,State,ZipCode: SANFORD FL 32771 Exemptions: 00 Depreciated Bldg Value: $95,091 134 BRUSHCREEK DR HOMESTEAD Property Address: Depreciated EXFT Value: $0P SANFORD 32771 Land Value (Market): $20,000 Subdivision Name: COUNTRY CLUB PARK Land Value Ag: $0 Just/Market Value: $115,091 SALES Assessed Value (SOH): $110,749 Deed Date Book Page Amount Vac/Imp Exempt Value: $25,000 WARRANTY DEED 02/2002 04359 0065 $144,000 Improved Taxable Value: $85,749 SPECIAL WARRANTY DEED 04/2000 03847 0147 $120,100 Improved Tax Bill Amount: $1,803 WARRANTY DEED 02/2000 03802 0278 $23,500 Vacant ind Comparable Sales within this Subdivision LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 146 COUNTRY CLUB PARK PH 2 PB 54 PGS LOT 0 0 1.000 20,000.00 $20,000 22 THRU 24 BUILDING INFORMATION Bid Num Bid Type Year Bit Fixtures Gross SF Heated SF Ext Wall Bid Value Est. Cost New 1 SINGLE FAMILY 2000 8 2,231 1,718 CB/STUCCO FINISH $95,091 $96,052 Appendage / Sgft SCREEN PORCH FINISHED / 78 Appendage I Sgft GARAGE FINISHED / 400 Appendage I Sqft OPEN PORCH FINISHED / 35 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. http-//www.scpafl.org/pls/web/re web.semmole county title9parcel=33193051600001460&... 5/3/2002 w 138 I I14D149150151152150154151 ' ISO 157 1 109 r 147 % 145 144 140 1 142 i 141 i 140 10C I 10e log V , I! "; ' • —'—T — , I10Z'.,1. 101 I. 100 I 09 I Otl I % I OD I OD .I J4 I D:! •I 02 .. 01 ', Legal Description Lot 146, COUNTRY CLUB PARK (PHASE 11), according to the plat thereof, as recorded in Plat Book 54, Pages 22-24, of the Public Records of Seminole County, Florida. Community Number: 120294 Panel: 0040 Suffix: E F.I.R.M. Date: 4117195 Flood Zone: X Field Work: 2/27/02 Completed: 2/2&U2 Revised Certifications: 0310112002 Certified To: Betsy Feldman; Fidelity National Title Insurance Company of New York; Bank of America, N.A., its successors and/or assigns. Property Address 134 Brushcreek Drive Sanford, Florida 32771 Survey Number: 0-92141 Notes: oulo tit,(7d I -Iv fl 19 rrPP tim d/ Zv z3f/G :f of PRD.SMa OA 149 R Awm aM Y FHOWANIAW FAIT C C4La4AnV FL S89'44'30f 50.00, P. rD aJw Ft. rn' JR Or SB9'3'OB-£ 50.00w. IAa r. Fnor t" aroloRelrR F.CAf COVYINJIF APA C0KwMal• t / IOeRY1J1ft.4t f COCRM. OMJIBR AIM I FJR AXAR)O IAOD Rrl Hf^FV R1M/la t aw R p MrBlfarewr0au woRLLsI P.C.P.14ltla ff 1ofor.4189wr rJr.4t s.eo I uc unms4 n n H 0RAID4/f. IZO'C CP':• ptso d RAF It IJ: O' tD O L JAN1ef PAR aJtt O- OwdswYI1Rt3 I.ac O OOrOhP.P. I0ner/01t P'" o O 0 0 IT Ac GIY C4" ANr PAC a 14, 5 X Iwi6I em /..', m 11sup" fox/ Q It SOORr h coo aE LA4R 9elercr 147 o9vRtr.4Yl r R JA RiPtSOrr/ IQ of W Iu 3 3 49M FA MO AAtW^IAMM01If. Ot wt er a wr IrA8MMAawKtosA CA c4nwa. . w a.Iwfsr g IsrggC&OW Nola. s/s' a IJrxrtaasru+nwrsron+ a »tew rsAMr/er.RelrFuor.: a aor/ erasnrD®ao etY,as.. eRaglGep oJOrfnsdAlOM" M 7 lR w ro' aG N. I/7- tR. WILL MAW Re!^O/IaGfHA Iw1J /l2.4l ID 71EfAQ0•7 Iw'! q ,arwvcurtsf JE4tID RfnJ nE9u NB9'q' JO W 50.03' M. q a crlaaaololo rrstawrtr. a / oJIDRrarMrtRAoanu•wn N89'44' 30"W 50.00' P. q aBaRxJfaww4FMrnoJEa. A,pB.R. stars IV P. c BRUSHCP.EEK DRIVE_ III RaR®rotJe'^ Ilew OAF" wwww5Lfft:': YK 50' R/W rw t 019f a c4ccons s4rm I _. sow -- m4cncJeJnmsr.. Lw PrJ Law R RYMl2 W DeAAwrAwmemIo ACIVOWarAV.. lot OO lax sr ybM Io WM RO CS""r cow7ad vc Iewo"w.. wzwcn^ 074 C0'Aw . bww AJ w"M fC Illilli( Icl, t, i SANFORD BUILDING DEFT. THESE PLANS ARE REVIEWED AND CONDITIONALLY ACCEPTED FOR PERMIT. A PERMIT ISSUED SHALL BE CONSTRUED TO BE A LICENSK TO PROCEED WITH THE WORK AND NOT AS AUTHORITY TO VIOLATE, CANCEL, ALTER, OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING DEPT FROM THEREAFTER REQUIRING A CORREC- TION OF ERRORS ON THE PLANS. CONSTRUCTION OR OTHER VIOLATIONS OF THE CODES. OFFICE CORD ---- P PC= IR ifi 0 cREavS 46 90 x N , i r 1` 4,p S ,EUfK I Z 2 i /0 SCAE40c /CIZONr. OZC.,WAWMe4 5CREW60 tp Y OeK '0444 wl*H Z y g u ci{ s E is y 11 VA44-S tWI p/eW s e rs taepny Z l lgq S4vfieo /</. a/• o • y ySo I nods General Nobs and Specifications! 1. The i how ling structures one designed to be married to block and wood frame struc4xes of adequate shxUlli Cape*. The oaMrsclor / home owner that verify that the host structure is In good condition end of suAfidert ebsnp lohold Vie proposed addition. 2. If Hers IS a queolm about the host structure, tie wmer (at his own expanse) shall Mrs an arddbd, engineer. a e certified home Yupedbn company to verify had structure capacity. 3. The structures deslpned using this section shal be lindled to a rm dmum projection of 16' from Be host strucbxs. Freestanding structures shot be limited to Vie maximum spent and she Nmib of component pate. Larger than Mess bndh shell have aft specific englnesring. 4. The following rubs apply to atladnmenb involving mobile and mar ufac h homes: a. Sbuchm to be plead adjoard to o mobb / mewfecbwsd home butt prior to 1994 shad use "fount wall eonstruction• or shall provide detailed plans of the mobts / manufactured home and inspection report Wong with addition plan for site spodlk review and seal by the engineer. This apples to at screen / glass roan and / or stnrcWres to be attached. b. " Fourth wait construction* mean the addition that be fres standing with only the root tlssldng of to two units being attacked. The mat common'burth wait construction• is a pat d beam frame adjacent b Vie moble / manufactured home. The same span tables an be used es for the front wall beam. For fount wall beam use the carrier beam table. The pat shall be atod according to this manual and/or as a nd *mnn be a r x r x OAM with an 18' x r x 0.044' Imas brace at each and of the beam. If the post are set In concrete lootknps the loves braced nay be elminated. For center been for screen rooms, use leble 3.1Z C. For nnMile / manufactured hones buR alter 1994. structures may be etbdns4 provided tie W*d follows the plan Provided In this manual. The con bachm / owner shelf provide verification of the stmcburel system used t6 build the hod sbudure. d. Any attachment Vitt addends more Man 18' from a moblis / manufactured home wall shall require ells specific engineering. 5 Section 7 con ' ' span tables and the attachment debts for pan and composite panels. S. Screen watt between exbling w ak Boors, and callings shall be allowed and spans shell be figured the tams n other wean walls. 7. When using TEK screws In Neu of S.M.S., longer screws must be used to compensated for din head. S. 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 / rnnufedusd home manuiac4xer certifies In writing that the mobile home may be attached to. Men a "fourth wal' Is NOT rsqubed. 10. Fourth wit been for screen rooms may be selected from Table 3.12. Fourth wit beams for glass roans shell be selected from 3.1A. 11. For high velocity hurricane zones the minbnum in load / applied Iced shall be 30 PSF. 12. The framing of sxbthng screen roam welt to receive windows or sold sheathing should be accomplished with the details of tide dlepter 13. All specified anchors are based on an enclosed building with a IV projection and a 2' over hang for up to a wind velocity of 120 MPH. To addnds compliance with certain bad oond bon s, eddeting r x r framing an be augmented with 1' x r x 0.03r minimum open back. The 1' x r x D.038' del beta's s to Vie r x r Uandng with 910 x 1-1r S.M.S. at 8' from the base pleb and by rail and at a sparing of Ir O.C. nnadmurn between the previously described andnore. N wild shosO ft lepmbded fi dell be bsbned to the i w.ib with IS S.M.S. of suSldent leng6n to penebab tie sheathing and embed Into the aluminum framing a minimum of 1r'. The flowing schedule of andnor Wa*V final be edhesd im Stud Spacing Sheathing YPe Ir O.C. 24" O.C. 3/18' em(Pywood r O.C. Edges WA 1r O. C. Fold WA Structure! 6' O.C. Edges WA Theend Ply 1r O.C. Fold WA I COX Plywood r O.C. Edges 4' O.C. Edges 1r oc. Fidel I r oc. Field Alternate bracing can be provided using 1-1/4' x 14 go. galverdred col ahep or 14W x (L040' akuminum strap fastened b each stud with OB x 1/r S.M.S. In an T pattern a at low, on pegs 4-2 of Vie Akumhnum Structures Deign Manual 2002 Edition. - General Nobs and Specifications for Section 3 Tables: DESIGN LOADS FOR SECTION 3 are from the FLORIDA STANDARD BUILDING CODE ErPosure B: Mean Roof Height 0'to 20' Roof Slope 0• to IV. Dsslon Lesds pIEF) PsdW y Errelesed Wu6mrnae Open arrtidhw WindHelseay Roots wwalb paeoftrmelo.w Nob 1 Roof Rol 4 Vbb P. nNesed Nob 4 Holes send 1t 201.10 10 2D-1e 18 100 MI. H I +2DI-10 10 20/-1e 22 110M.P. H 20/-11 11 201-n 27 120 M. P." 201.13 U 201,26 32 13oY.PJt 20145 1s 201-02 37 14o M PJt 301-17 16 2017 w 150 M. P.H 1 +30 -20 1 21 1 +20 41 1 +50 Note 1: Per Note 2, Table 2002.4 or, paragraph 150622.3 Note 2: From Table 2DW-4 end Note 2 Note 3: From Table 1604.6, Minimum Roof Live Load for high veociy zones use 30 PSF. Note 4: From Table 10082A Note 5: Wham possible, values have been reduced by 0.77 for hurricane inns consideration. Note S: Roof and framing members of CerpoAs end Patio Covers are considered to be main frame reebbnce oomponerds. Conversion Table 3A Wind Zone Conversions for Open Rooms From 120 MPH Wind tar to clamors Wind Mar am Reel Appftd Load collection asMtra Pt Ywslls App1 ed Load Deneetkn emcee maim to tie 1.14 10 1.12 1.16 11e 11 IAN lag 11 1.0e 1.13 120 13 190 1.00 14 1.00 1.00 130 is o96 16 am am 149 17 091 097 16 0.e2 0.06 16e 20 097 1 21 B." 092 Conversion Table 3B Wind Zone Conversions spans for Enclosed Rooms From 120 MOM Wind tar to oarm Rsob Wells OVWHNM Wind Mane YPN Applied Leed DeMetbn Renift Weeasn Berd4re Applled Lead collection Bmft* e0atoo to 1.14 1211.13 121 2e 1./1 1.1s 11e 23 1.07 1.101.06 P32 1.011 32 1.06 too 120 26 1.00 1.001.ao1.00 36 1.W 1.00 130 32 096 094095 0.93 45 0.25 0.92 140 37 1 0.670.01 096 62 090 095 ISO 1 43 1 097 091 so I a." 090 ss o fie 0.60 INTERIORBEA TABLE 3. I A OR 3.1 ALUMINUM ROOF SYSTE PER SECTION HOST STRUCTURE OR FOURTH WALL FRAME PANS OR PANELS CARRIER BEAM POST TYPICAL SLOPED SOLID ROOF ENCLOSURE SCALE: N. T.S. ALUMINUM ROOF SYSTEM PER SECTION 7 RIDGE BEAM ( SEE TABLE 3.12 FOR SCREEN ROOMS OR TABLE &`lA FOR GLASS ROOMS) HOST STRUCTURE OR FOURTH WALL FRAME USE BEAM TO WALL DETAIL TYPICAL GABLE SOLID ROOF ENCLOSURE SCALE N. T.S. PURSUANT TO PROVISIONS OF THE FLORIDA DEPARTMENT OF HIGHWAY SAFETY & MOTOR VEHICLES DIVISION OF MOTOR VEHICLES RULE 15C-Z THE SPAN TABLES, CONNECTION DETAILS, ANCHORING AND OTHER SPECIFICATIONS ARE DESIGNED TO BE MARRIED TO CONVENTIONALLY CONSTRUCTED HOMES AND / OR MANUFACTURED HOMES AND MOBILE HOMES CONSTRUCTED AFTER 1984. THE DESIGNS AND SPANS SHOWN ON THESE DRAWINGS ARE BASED ON THE LOAD REQUIREMENTS FOR THE FLORIDA BUILDING CODE 2D01 EDITION. JOB NAME ADDRESS: DRAWING FOR ONE PERMIT ONLY A. S SHE 1 2001 OF 9 SELECT EDGE BEAM FROM LW` OR TABLE 3.1.1 AND / PR 312 MAX 1' x r H' // UPRIGHT MIN. 3-11r SLAB ON GRADELENGTH OR RAISED FOOTING VARIES ( SEE FOOTING DETAILS) TYPICAL GLASS ROOM WITH SOLID RDDF. TYPICAL FRONT VIEW FRAMING HEIGHT OF UPRIGHT IS MEASURED FROM TOP OF I' x r PLATE TO BOTTOM OF WALL BEAM) tW' LOAD WIDTH FOR ROOF BEAM ALTERNATE CONNECTION Pr' 'Pr' ®FASCIA ALLOWED SIZE BEAM AND UPRIGHTS (SEE SECTION 7 DETAILS) SEE TABLES) I O.H. SOLID ROOF // NO MAXIMUM ELEVATION SLAB OR GRADE) P - PROJECTION FROM BLDG. VARIES VARIES LW s LOAD WIDTH P' VARIES R NOTES: I. ANCHOR 1' x r OPEN BACK EXTRUSION W/ 1/4' x 2-1/4' CONCRETE FASTENER MAX. OF r-W O.C. AND W/ IN r EACH SIDE OF UPRIGHT ANCHOR 1' x r TO WOOD WALL W/ #10 x 242' S.M.S. W/ WASHERS OR #1D x 2-1W WASHER HEADED SCREW r4r D.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 P2 OR P2 + O.H. SELECT SCREEN ROOM FORTH WALL BEAM FROM TABLE &1.3 AND GLASS ROOM FORTH WALL BEAMS FROM TABLE &1A USING P2 4. ANCHORS BASED ON 120 MPH WIND VELOCITY. FOR HIGHER WIND ZONES USE THE FOLLOWING CONVERSION: 19042DI 130 1 140 150 BI (n0 1 #12 1 #12 TYPICAL SCREEN / GLASS ROOM SCALE 11B'.1'4r COB. FLASHING 12' x #8 S.M.S. AT EACH RISER SEE ROOF PANEL TO BEAM DETAIL (SECTION 7) — — — — — ALUMINUM ROOF PAN OR COMPOSITE ROOF PANELS THRU- BOLTS (TYP.) (SEE TABLE 32) BEAM SPAN (SEE TABLE &12 ' FOR SCREEN ROOMS A 3.1A FOR GLASS ROOMS) POST SIZE (SEE TABLE 3.3) BEAM aMNusevoMRBEAwBs) BEE TABLE 5.12 FOR SCREEN ROONt AND S.1A FOR GLASS ROONN AFTER CAWING A'IAROESTMLIB: SELECT BEAM FROM TABLES 3.12 i 3.1A KNEE BRACE (SEE TABLE 3.3) POST SIZE (SEE TABLE 3.3) TYPICAL SECTION "FOURTH' WALL FOR ADDITIONS ADJACENT TO A MOBILEIMANUFACTURED HOME SCALE. 1/B' -1W Extruslon Sizing Tubb: upwAsho Ws. BONA sin Kods BIROS rxrxoow rx4' rxrxooBr rxrxo.-mv rx41 rxrxooso' rxrxojw rxrOMB. rxrAIxosr rxrxoosr rxrS.M.S. rxrx0.osr rxrxo.12r rxrs.M.s I rxrX07 7 REMOVE VINYL SIDING AND SOFFIT ON THE WALL AND INSTALL SIMPSON CS•16 COIL STRAP OR EQUAL FROM TRUSS / RAFTER TO BOTTOM OF DOUBLE TOP PLATE JOIST EACH TRUSS / RAFTER i • GUSSET or x 8' x .080' ALUM. PLATE AND (1) #10 x 3M' TEK NAIL STRAP W/ 160 COMMON SCREW I.O.C. EA. WAY AND I • TRUSS RAFTER AND PERIMETER JOIST, SCREW 12' IN FROM EDGES BOTH SIDES (SEE NOTES BELOW) COIL STRAP TO SHEATHING W/ 8 x 1' DECK SCREWS ®18' O.C. VERTICALLY. REPLACE VINYL SIDING. POST (SEE TABLE &3) PROVIDE NEW 4-, 8' OR r x Ir CMU PIER AND SOLID FOUNDATION BLOCK G 5'-W MAX. O.C. ALONG SEE POST TO BASE DETAILS ATTACHMENT WALL NOTES: FOR 0.0W WALL POST, USE GUSSET wB' x 8' x 0.080' ALUMINIUM PLATE FOR 0.090' WALL POST, USE GUSSET w/8' x B' x 0.090' ALUMINIUM PLATE FOR 0.125' WALL POST, USE GUSSET w/8' x 12' x 0.125 ALUMINIUM PLATE SHORT OVERHANG - DETAIL SCALE r -1'4r COIL FLASHING 1-1r x OB S.M.S. AT EACH RISER ALUMINUM ROOF PAN OR COMPOSITE ROOF PANELS SEE ROOF PANEL TO BEAM DETAIL (SECTION 7) BEAM SPAN (SEE TABLES &12 FOR SCREEN ROOMS 3 &1A FOR GLASS ROOMS) THRU- BOLTS (TYP.) (SEE TABLE &3) r x DAW RECEIVING CHANNEL OR r x r x 0.0W ANGLES AT EACH END OF DIAGONAL (SEE TABLE &3 FOR DIAGRAM AND SCREW SIZES) IF RECEIVING CHANNEL, USE 2) ROWS OF SCREWS INTO POST OR BEAM SEE POST TO BASE CONNECTION DETAILS LONG OVERHANG DETAIL SCALE: r -1'-0' REMOVE VINYL SIDING AND SOFFIT ON THE WAIL. AND INSTALL SIMPSON CS-16 COIL STRAP OR EQUAL FROM EACH TRUSS / RAFTER TO KNEE WALLSTUDS THE FLOOR, WALL, AND ROOF NAIL STRAP W/ 18d COMMON SYSTEM ARE THAT OF MOBILE ® TRUSS RAFTER AND I MANUFACTURED HOME PERIMETER JOIST, SCREW COIL STRAP TO SHEATHING W/ 8 x 1' DECK SCREWS ®18' O. C. VERTICALLY. REPLACE VINYL SIDING. INSTALL NEW 4r OR Mr AUGER ANCHOR PER RULE 15C ® EACH NEW PIER INSTALL 12' CARRIAGE BOLT THRU PERIMETER JOIST AND STRAP TO NEW AUGER ANCHOR TYPICAL WALL SECTION FOR ATTACHMENT TO MOBILE I MANUFACTURED HOME SCALE I/4' a 1'4r 8' t' BOLT a 32' O.C. TYPE III FOOTING VAM Ir MAIL 2x— BEAM SIZE SAME A3 USED ABOVE U THE FLOOR WALL. AND ROOF SYSTEM ARE THAT OF MOBILE MANUFACTURED HOME KNEE WALL W/ 2 x 4 P.T.P. BOTTOM PLATE, STUDS l DOUBLE TOP PLATE NAIL PER TABLE 230&1 FLORIDA BUILDING CODE EACH STUD SHALL HAVE A SIMPSON SP-1 OR EQUAL SHEATH WITH 112' P. T. PLYWOOD NAILED W/ 08 COMMON V O.C. EDGES AND 17 O.C. FIELD OR STRUCTURAL GRADE THERMAL PLY FASTENED PER THE MANUFACTURERS SPECIFICATIONS. STRAP SIMPSON COIL STRAP OVER SHEATHING. I W— L CT w 0 o SEAL T: ALTERNATE WALL SECTION FOR ATTACHMENT TO V MOBILE I MANUFACTURED HOME 2 SCALE: 1/4' 14r OF 9 SOLID COVER EDGE BEAM (SEE TABLE 3.1.3A OR 3.1.3B) WINDOW HEADER (SEE TABLE 3.1.3A OR 3.1.3B) CHAIR RAIL (SEE TABLE 3.1.3A OR 3.1.311) SHEETING MINIMUM ONE SIDE 0.04V ALUMINUM OR 1R' COX PLYWOOD ADDITIONAL STUDS MAY BE ADDED TO ADJUST CHAIR RAIL TO MAX SPAN MINIMUM SLAB (SEE DETAIL) aW TYPICAL ELEVATION GLASS ROOM WALL SCALE: IW -1*-W WINDOW HEADER ANGLE (1) SIDE OR BLIND W SCREW g WINDOW ADDITION ANCHOR - - - - - - W/ MIN. /10 x 1' S.M.S. * r FROM EACH CORNER AND 18.O.C. MAX MAXIMUM WIDTH ALUMINUM EXTRUSION EDGE BEAM SPAN 'IT > CHAIR RAIL i . z7zz/ ml 100E TYPICAL ELEVATION GLASS ROOM WALL SCALE! 1/4' - V-V NDMFCRSCIUM1ROOMTOGLASSROdICONYBMWUSErxrxn014'WI,713 wrxrx oas> MG Derxrxo.0wmKiwv mlrxrx ETOS110 PAN ROOF, COMPOSITE PANEL OR HOST STRUCTURAL FRAMING 4) 08 x 1/r S.M.S. EACH SIDE OF POST 1 x 2 TOP RAIL FOR SIDE WALLS ONLY OR MIN. FRONT WALL 2 x 2 ATTACHED TO POST W/ 1' x 1' x 2' ANGLE CUPS EACH SIDE OF POST GIRT OR CHAR RAIL AND IOCK PLATE r x r x ODU3r MIN. HOLLOW RAIL I' x r TOP RAILS FOR SIDE WALLS NTTH MAX 3.6 LOAD WIDTH SHALL HAVE A MAXIMUM UPRIGHT SPACING AS FOLLOWS WIND ZONE MAP UPRIGHT102 r- w 110 8'- r 12D 8'-' 130 S- r 140 s- 1• 150 INTERNAL OR EXTERNAL V CUP OR V CHANNEL CHAIR RAIL ATTACHED TO POST W/ MIN. (4) / 10 S.M.S. ANCHOR 1 x 2 PLATE TO 1 x 2 OR 2 x 2 ATTACHED TO CONCRETE WITH 1/4' x 2-1/r BOTTOM W/ 1' x 1' x r x 1H8' CONCRETE ANCHORS WITHIN 0.04W ANGLE CUPS EACH 8.OF EACH SIDE OF EACH SIDE AND MIN. (4) 010 x 1/2' POST AT24. O.C. MAX. OR S.M.S. THROUGH ANGLE AT W O.C. MAX 1' x 2' x D.03r MIN. OPEN BACK EXTRUSION MIN. 3- 11Y SLAB 250D PSI CONC. B x 6 -10 x 10 W.W.M a 1-1 V MIN. IN CONCRETE OR FIBER MESH VAPOR BARRIER UNDER CONCRETE POST TO BASE, GIRT AND POST TO BEAM DETAIL SCALE: r - 1'4r 88 x 2-1/2* S.M.S. ® r FROM 08 x 1-1/r S.M.S. C 8' FROM ENDS, TOP OR BOTTOM AND ENDS, TOP OR BOTTOM AND G 16.O.C. OR PILOT HOLE W/ G 1 r O.C. CAP AND (1) 00 x 1r2• S.M.S. INTERNAL r FROM ENDS, TOP OR BOTTOM AND 16' O.C. 2.00' 2.00' 0.044 2.00' I 0. 044 I- -c I 0.044 0.0/ 4 I"X2" X0.04C 2"x2"x LOW 1"x2"x0.040" OPEN BACK SECTION PATIO SECTION SNAP CAP SECTION WITH 2" x 2" x 0.044" WITH 2" x 2" x 0.044" WITH 2" x 2" x 0.044" PATIO SECTION PATIO SECTION PATIO SECTION EXTRUSIONS AND FASTENING DETAILS SOLID COVER SCALE: r -1'4r EDGE BEAM ( SEE TABLE 3.1.3A OR 3. 1.3B) WINDOW HEADER ( SEE TABLE 313A OR 31.3B) ADD1'xr. rxr OR SNAP CAP AS REO'D. CHAIR RAIL ( SEE TABLE 3.1.3A OR 3. 1.38) SHEETING MINIMUM ONE SIDE 0.040' ALUMINUM OR 1/r COX PLYWOOD ADDITIONAL STUDS MAY BE ADDED TO ADJUST CHAIR RAIL TO MAX SPAN 1' x r, ADD 1' x 1' TUBING OR 1' x r TO MATCH BUILD OUT IF REO'D MINIMUM SLAB ( SEE DETAIL) j r 7 w a gW MAXIMUM WIDTH q EDGE BEAM SPAN TYPICAL SCREEN ROOM CONVERTED TO GLASS ROOM WALL ELEVATION NOTE SCALE: 1/ 4' - V-V FOR SCREEN ROOM TO GLASS ROOM CONVERSION USE 1' x r x 0.044' MATED W/ r x r x EXISTING OR r x r x 0.044• MATED WITH r x r x EXISTING ALTERNATE CONNECTION DETAIL 1• x r WITH 3) #10 x 1-11W S.M.S. INTO SCREW BOSS 2) 010 x 1 1R' S. M. S. INTO SCREW BOSS ANCHOR 1' x r PLATE TO CONCRETE W/ 1/4' x 2-1/r CONCRETE ANCHORS WITHIN — Ir OF EACH SIDE OF EACH POST AND 24.O.C. MAX MIN. 3- Ur SLAB 2500 PSI CONC. 8 x 8 -10 x 10 W.W.M. OR FIBER MESH BEAM/HEADER ANGLE CUPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) # lox 1 1/r SAL& INTO SCREW BOSS 1' x r EXTRUSION 1-1/ e' MIN. IN CONCRETE VAPOR BARRIER UNDER CONCRETE ALTERNATE HOLLOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE r - V-w ANCHOR 1' x r CHANNEL TO CONCRETE WITH 1/4' x 2-1/41CONCRETE ANCHORS WRHIN 8' OF EACH SIDE OF EACH POST AT 24' O.C. MAX. OR THROUGH ANGLE AT 24.O.C. MAX MIN. 3- 1/r SLAB 25W PSI CONC. BxB- 10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE 4) 010 x tr' S.M.S. EACH SIDE OF POST H.9AR OR GUSSET PLATE rxrORrxrORrS.M. B. POST MIN. ( 4) # NO x 1/r S.M.S. EACH POST 1' x r EXTRUSION 1-1/ 9' MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: r a 1'4r CONVENTIONAL FRAMING OR ALUMINUM FRAME SYSTEM AS MIN. SHEET ONE SIDE FOR SCREEN ROOM AND BOTH — SIDES FOR GLASS ROOM. USE STANDARD NAIL OR SCREW PATTERNS FOR ANCHORING. ALUMINUM SHEETING OR VINYL WINDOW FRAMING CAN ATTACH DIRECTLY TO HEADER GLASS WINDOW INSTALLED PER MANUFACTURERS SPECIFICATIONS GLASS ROOM WALL SECTION SCAM: r - I' M ANCHOR RECEIVING CHANNEL TO CONCRETE W/ FASTENER PER TABLE) WITHIN 6' OF — EACH SIDE OF EACH POST 24.O.C. MAX MIN. 3-1/r SLAB 25DO PSI CONC. 6 x S -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE rxrORrx3'POST 08 x 9110' TEA SCREWS BOTH SIDES 1' x 2-1/8' x 1' U-CHANNEL OR RECEIVING CHANNEL CONCRETE ANCHOR SEE TABLE RA) 1-1/8' MIN. IN CONCRETE ALTERNATE POST TO BASE CONNECTION - DETAIL 1 SCALE: r-1'-W ANCHOR RECEIVING CHANNEL TO CONCRETE W/ FASTENER PER TABLE) WITHIN r OF — EACH SIDE OF EACH POST 24.O.C. MAX. MIN. 3-1/r SLAB 2500 PSI CONC. 6 x B -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE rxrORrxrPOST O8 x 916' TEK SCREWS BOTH SIDES 1' x 2-1/8' x 1' U131ANNEL OR RECEIVING CHANNEL CONCRETE ANCHOR SEE TABLE 9.1) 1-18r MIN. EMBEDMENT INTO CONCRETE ALTERNATE POST TO BASE CONNECTION - DETAIL 2 SCALE: r =1'-0' RECEIVING CHANNEL B) OB x IW S. M. S. TO STUD AND (8) 58 x 1 rY S.M.S. TO BEAM GLASS ROOM FRAMING DETAILS SCALE: r -1'-W EDGE BEAM 1' x r OPEN BACK ATTACHED TO FRONT POST W/ O10 x 1-Ur S.MA. MAX. 6' FROM EACH END OF POST AND 24' O.C. FRONT WALL GIRT 1' x r OPEN BACK ATTACHED TO FRONT POST W/ O10 x 1-lW S.M.S. MAX. 6' FROM EACH END OF POST AND 24' O.C. TYPICAL CORNER DETAIL SCALE r a VV TIDE WALL HEADER RTACHED TO 1' x r OPEN LACK W/ MIN. (2) 010 x 1-111' Q.M.S. IDE WALL GIRT ATTACHED TO x r OPEN BACK W/ MIN. (3) 10 x 1-1re S.M.S. IN SCREW OSSES FRONT AND SIDE BOTTOM RAILS ATTACHED TO CONCRETE W/ IW x 24W CONCRETE/MASONRY ANCHORS ® B' FROM EACH POST AND 24' O.C. MAX AND WALLS MIN. 1* FROM EDGE OF CONCRETE p) ROOF PANELS (COMPOSITE OR PAN TYPE) l FASTEN PANELS TO EµIDOR3) PIERDETAILS EAM IN SECTION s 0 2& IF KNEE BRACE LENGTH e = V Z r MAXIMUMLEDGE BEAM (SEE TABLE 3.1.3A OR 3.1.3B) EXCEEDS TABLE 3.3 USE r > 2 d CANTP EVERED BEAM : SCREEN OR SOLID WALL CONNECTION DETAILS I g HzO MAY FACE IN OR OUT) ID POST SELECT PER TABLE 3.3 USE 2 x 3 MINIMUM HOST STRUCTURE ROOFING r STRAP - LOCATE ® EACH POST, (2) IW x 2' LAG SCREWS ® 24.0. a (MAX.) EACH STRAP 2) O10 x IW SCREWS USE ANGLE EACH SIDE FOR 2 x 2 TO POST CONNECTION WITH HOLLOW POST 1/4' BOLT ® 24.O.C. MAX. WITHIN 6.OF EACH POST FASTEN 2 x 2 POST W/ (2) EACH O10 S.M.S. INTO SCREW SPLINES r x r x 0.062! ANGLE EACH SIDE (3) EACH OB S.M.S. EACH A EXTRUDED OR SUPER LEG OJTO POST AND 9JT0 ® GUTTER I MAX DISTANCE TO GUTTER (MIN.) HOST STRUCTURE WALL FASCIA AND SUB -FASCIA 3r WITHOUT SITE SPECIFIC ENGINEERING EXTRUDED OR SUPER GUTTER / RISER OR TRANSOM) WALL 91 FASCIA (WITH SOLID ROOF) SCALE r -14r COMPOSITE ROOF PANELS: 4)1/4' x 4' LAG BOLTS W/ 1-1/4' FENDER WASHERS PER 4'-W PANEL ACROSS THE FRONT AND 24' O.C. ALONG SIDES 2'xrORrx3'HOLLOW GIRT AND KICK PLATE r x r HOLLOW RAIL POST ATTACHED TO BOTTOM W/ MIN. (3) O10 x 1-1rr S.M.S. IN SCREW BOSSES TYPICAL UPRIGHT DETAIL SCALE: r -1 V BEAMS MAY BE ANGLED FOR GABLED FRAMES BEAM AND POST SIZES SEE TABLE 3.3) RISER PANELS ATTACHED PER SECTION 7 HEADER ATTACHED TO POST W/ MIN. (3) 010 x 1-1R' S.M.S. IN SCREW BOSSES rxr,rxrORrxr HOLLOW (SEE SPAN TABLES) FOR SNAP EXTRUSIONS GIRT ATTACHED TO POST WITH MIN. (3) O10 x IW S.M.S. IN SCREW BOSSES 1' x r OPEN BACK BOTTOM RAIL 1N' x 24W MASONRY ANCHOR Q r FROM EACH POST AND 24' O.C. (MAX) ANCHOR PER DETAIL FOR PAN DR COMPOSITE PANEL FOR NUMBER OF BOLTS AND SIZE OF POST (SEE TABLE 3.3) 1' x MAY ATTACHED FOR POST NOTCHED TO SUIT LI I INSCREENUSING (1) O10 x 1-1r2' ®B' FROM TOP AND BOTTOM AND 24' O.C. SIDE NOTCH POST TO CARRIER BEAM CONNECTION SCALE: r - V-V a ROOF PANEL SEE SECTION 7) 1,/4'x1.314'x0.063' RECEIVING CHANNEL THRU ANCHOR PER DETAIL FOR BOLTED TO POST W/ THRU PAN OR COMPOSITE PANELBOLTSFORSIDEBEAM604 SEE TABLE 3.3 FOR NUMBER OF BOLTS) FOR NUMBER OF BOLTS AND i ® SIZE OF POST (SEE TABLE 3.311 BEAM AND POST SIZES I 1' z r MAY BE ATTACHED FSEETABLE33) SCREEN USING (1) 010 x I-IM @ 6' FROM TOI POST NOTCHED TO SUIT AND BOTTOM AND 24' O.C. CENTER NOTCH POST TO CARRIER BEAM CONNECTION SCALE: r a vo V 4 SH 4 OF 9 ALTERNATE SLOPED BEAM r x r PURUNS ATTACH TO i BEAMS WITH (3) 010 x 141r i V S.M.S. INTO SCREW BOSSES i NOTCHING OF BEAM AROUND PURLIN/EVE RAIL IS ALLOWED A r .,r S.M.B. 0 00 0 619 0 rx6'JRB. 0 0 0 0 0 0 0 2-xi' S.M.B. 0 0 0 0 0 0 0 rxr&M.S. 0® e®or r x r S.M.B. 0 09 0 0 0 r x r S.M.B. r x 1D• S.M.B. BEAM OVERIAP CONNECTION a OR GUSSET rp of NOTE MINIMUM POST SIZES FASTENER SIZE, NUMBER AND 1 REQUIRED FOR EACH BEAM PATTERN (SEE TABLE 33) 1 SIZE (SEE TABLE 33) K tr SUGGESTED SCREW PATTERNS FOR Y x r OR LARGER UPRIGHT SCALE r -1'-v 3.00 L) D (2.33 L) C (1.8T L) B (1.33 L)_ 1A (0.87 L) ALLOWABLE BEAM SPLICE LOCATIONS SCALE: lir -1' V SINGLE SPAN BEAM SPLICE d - HEIGHT OF BEAM 1/4 POINT OF BEAM SPAN BEAM SPLICE SHALL BE ALL SPLICES SHALL BE MINIMUM d -Sir STAGGERED ON EACH d-60'-4-d- 60' I'MAX. I ISIDEOFSELFMATINGBEAM PLATE TO BE SAME THICKNESS AS BEAM WEB To w PLATE CAN BE INSIDE OR d OUTSIDE BEAM OR LAP CUT DENOTES SCREW PATTERN 1' MAX, NOT NUMBER OF SCREWS FASTENER SIZE, NUMBER HEIGHT 2 x (d - .50') LENGTH AND SPACING (SEE TABLE 3.3) TYPICAL BEAM SPLICE DETAIL SCALE 1'-1'-W Extruslon Strinp Table I—.— u.- a— — rxrxoau• I rxr• I rxrxaOW rxrx DWI rx4' rxrxo.Ow rxrxo.oeo rxe• I.x Bum zxrx0.Dso• rxrxo.z rxs• Bmm rxrxoAw rxrx0n26• rxrSW Bwm rxrxOAr Px4•xo.19r rxiirsommovemml Px4•xa12S 1-Ur x 1-1/r x 0.080• ANGLE EACH SIDE OF CONNECTING PRIMARY BEAM BEAM WITH SCREWS AS SEE TABLE 3.12 FOR SCREEN ROOMS AND CARRIER BEAM I] &IA FOR GLASS ROOMS) SEE TABLE 3.12 OR MA) NOTE EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH (2) MINIMUM 08 S.M.S. x 3/r LONG 10 x 1-12' INTERNALLY NUMBER REQUIRED EQUAL TO BEAM DEPTH IN INCHES CARRIER BEAM TO BEAM CONNECTION SCALE: r. ra' NOTE ANGLE OR RECEIVING CHANNEL EXTRUSIONS WITH INTERNAL SCREW BOSSES MAY BE CONNECTED WITH 2) 010 x 1-lir INTERNALLY PRIMARY BEAM SEE TABLE 3.12 FOR MINIMUM 08 S.M.S. x 3N• SCREEN ROOMS AND LONG NUMBER REQUIRED 3.11A FOR GLASS ROOMS) EQUAL TO BEAM DEPTH IN INCHES 0 BEAM TO WALL CONNECTION: 2) r x r x 0.080' EXTERNALLY MOUNTED ANGLES TO WOOD WALL WITH MINIMUM (2) 3/8• x r LAG SCREWS PER SIDE OR (2) tl4' x 21/4' CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN r ALTERNATE) (1)13/4• x 1.3/4' x I-W x 1/B' INTERNAL U1 HIWNEL ATTACHED TD WOOD WALL WITH MINIMUM (3) 34r x r LAG SCREWS PER SIDE OR (3) IW x 24W CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM LARGER THAN r CARRIER BEAM TO WALL CONNECTION SCALE r -1-0• ANCHOR ALUMINUM FRAME TO WALL OR SLAB WITH 1/4' x 2-1/4' MASONRY ANCHOR WITHIN r OF POST AND 24.O.C. MAXIMUM RIBBON OR MONOLITHIC FOOTING OF MONOLITHIC SLAB IS USED SEE NOTES OF DETAILS THIS PAGE) CONCRETE CAP BLOCK OR BLOCK (OPTIONAL) 1) 040 BAR CONTINUOUS 1) 040 BAR AT CORNERS AND IIY4r O.C. FILL CELLS AND KNOCK OUT BLOCK TOP COURSE WITH 3000 PSI PEA ROCK CONC. DECK n , 1rf \ (2) #40 BARS MIN. 2-11r OFF 8' x 8' x 18' BLOCK WALL GROUND MAX 3r) KNEE WALL FOOTING FOR SCREENED ENCLOSURES W W N x- 3r tr 2 M-Cr 3r 1r 2 e'-0• SCALE: IW - 1'4r r4r MIN. 3.1/l a". (1) 06 BAR CONT. u 6 J' w_4 ALL SLABS) ALUMINUM ATTACHMENT BEFORE SLOPE • _ , Y _ CONCRETE FILLED BLOCK __ m . ; •. STEM WALL 8• x r x 18' C.M.U. 1) 940 BAR CONTINUOUS 1) 050 VERT. BAR AT CORNERS AND X O.C. MAX FILL CELLS Wl 3000 PSI PEA ROCK CONCRETE 8' x 12' CONCRETE FOOTING WITH (N) 05 BAR CONT. LOCATE ON UNDISTURBED NATURAL SOIL ALL MASONRY KNEE WALLS SWILL HAVE A FILLED CELL AND VERTICAL BAR ® ALL CORNERS 1, 3.1/r CONCRETE SLAB 6 x 6 -10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE VISQUENE VAPOR BARRIER UNDER SLABS HAVING STRUCTURES ABOVE COMPACTED CLEAN FILL OVER (SCARIFIED) NATURAL SOIL 00% DENSITY 2, LOCAL CODE FOOTING REQUIREMENTS SHALL BE USED IN LIEU OF THE MINIMUM FOOTINGS SHOWN: ORANGE COUNTY FOOTINGS SHALL BE A MINIMUM OF r x 121 WITH (2) A50 CONT. BARS. RAISED PATIO FOOTING KNEE WALL FOOTING FOR SCREENED ENCLOSURES SCALE: IW -1'4r 8' TYPE I TYPE 0 FLAT SLOPE / NO FOOTING MODERATE SLOPE FOOTING 0•r/12* 2*llr-T-10' UNIFORM LOAD Lu t a — A B SINGLE SPAN CANTILEVER UNIFORM LOAD I—t— I t--I A B C 2 SPAN UNIFORM LOAD r13 A B 1 OR SINGLE SPAN UNIFORM LOAD A B C D 3 SPAN UNIFORM LOAD r—t— I t-- 1 t-- 1 1--1 A B C D E 4 SPAN NOTES: 1) t - Span LonpN a - Ovwt-v Lanpth 2) M Spans Noted In ft IaWm are for equaW spaced molmm betwom supports or andmr po ft 3) Hollow axhusbns Shah not be opked 4) Sbpls span beano shah ony be apked at the qusrmr points and spkn shall be stappared. SPAN EXAMPLES FOR SECTION 3 TABLES SCALE N.T.S. 1/4' x 8• RAWL TAPPER THROUGH 1• x r AND ROW LOCK INTO FIRST COURSE OF BRICKS ALTERNATE CONNECTION OF SCREENED ENCLOSURE FOR BRICK OR OTHER NON- STRUCTURAL KNEE WALL 1' WIDE x 0.083' THICK STRAP 0 EACH POST FROM POST TO FOOTING W/ (2) 010 x 3/4• S.M.S. STRAP TO POST AND 1)1/4' x 13/4• TAPCON TO SLAB OR FOOTING ALUMINUM FRAME SCREEN WALL ROW LOCK BRICK IWEEWALL TYPE S MORTAR REQUIRED FOR LOAD BEARING BRICK WALL 4' (NOMINAL) PATIO CONCRETE SLAB W/ 8 x 8 - 10 x 10 WELDED WIRE MESH OR FIBER MESH CONCRETE 1) 95 0 BARS W/ r COVER TYP.) BRICK KNEE WALL AND FOUNDATION FOR SCREEN WALLS SCALE: 1R' -1'4r 2) 05 BAR CONT. Ir t jam'• •'• TYPE 0 STEEP SLOPE FOOTING 1'-10' NOTES: I. THE FOUNDATIONS SHOWN ARE BASED ON A MINIMUM SOIL BEARING PRESSURE OF 1,5W PSF. BEARING CAPACITY OF SOIL SHALL BE VERIFIED, PRIOR TO PLACING THE SLAB, BY FIELD SON. TEST OR A SOIL TESTING LAB. 2. THE SLABIFOUNDATKIN 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 18' THEN A TYPE 11 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 8 -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 11 FOOTING OR FOOTING SECTIONS REQUIRED BY LOCAL CODE. LOCAL CODE GOVERNS. S. IF A CARRIER BEAM OR FORTH WALL FRAME IS REQUIRED USE A TYPE 11 FOOTING MINIMUM' SLAB -FOOTING DETAILS SCALE: 1Ir -1'4r 5 5 Table 3.1.1 Allowable Edge Seem Spent - Hollow Extrusions For Saeen Roans or Vinyl' Rooms I Open or Partially Enclosed Structures Akindom ANsy toa3 T4 FW31MOOndwlFdOMM volodly dIts MPH was boder2l Wes. W rxrxoAw rxrx Lod wind ply Mr. VI W or deaedbnNn Leod Wb1M P" Mae. W / &MWW Ift b• M defrtlon 1 a 2 3 apes 4 Span Ia2lwela Span 4 Spm Cos meow S rr 0 I rr b r r b T-r d s r4• d 44• b Or b 1'-1• d a T•7' d I r-11' b 3-1r b r•11• d t rr 0 4W b 4;r b IW d T r4• b I 3'4r b r•T b r•11• d 7 r-r d WO b WIV b r-1V e a r-1• b r r b 74• b r-1r d a r4• b r? b SW b r-11• e a 7-11• b end b r r b W--IV d 1 a r r b r-r b r-S b 9-11' d If r4' b r-1• b 2-11• b r-tend 1 10 SO b TW b b r-17 d t1 end b r-W b r-ten b rr a I 1t r•1V b b I r-1r e 12 rr b r-IV b rr b rr a 1 12 end b r-r b I r41• b I r-IT d lad WhO M4 Mu T.'/ WordeftertionIn Lod wmr ( ft.) Inm 7.•/ OWN 1Wd YMdMMetlon t a2ft,4 3 4M 4 span 1 a: Sper 3 ape 40pos S 4-r d S-1• b 4-11' b I T-1• d a s.T a S4' b r.Y b 1' 4 d a r-11• d 4'-r b 4W b IW d 0 4-11• d s-11• b Sd b IW 0 7 end 0 r.T b 4%r b r•11' d 7 WW 0 Sd b sa• b IW 0 I r-r d r-11• b r-ten b r-11• d a 44r d s-1• b 4-11• b t',r d a r4• b rr b r4' b r-it• d 0 4'.r b W-tr b 4W b 1',r d 10 r-r b r-r b ens b r•11• d 10 r•1• b 4-r b rr b 1'-r d 11 r-1• b r-s' b r4- b r ten d 11 r-11- b 4'4• b 4',2' b t'-1• d 12 11- b end• b r-r b r-ten d 12 r4• b 4•,r b 4-0• b 1'-1• d Lod WMOnpll1a2 Mac VI Vordesaetbn Nn spoi a4" 42M WINDOW 6 r-I' bI r-11' b r-r b 1-11* a a r-r bI r-r b r-11• b 1W d 7 S-11' b rr b end b 1'4' d a s--r b rrD end b 0 6d b s-11' b BW b 1'•r d 10 4-11' b W-r b S$ b 1'r d 11 rr b S4• b S2' b If d 12 4-r b I 5--1• b r 1r D i 11r d Fr mwm mrr spar a wind vdodBm ofrfrn 12D MPH• er aonwalon bbks r fen opedbcosr pose frtablr a fen bupbwbp dodo secd n NOW arannpb below. Ib/ se: 1. For Nph vebdq rays, oorm b 13o MPN spot 2 AD ve "a do red hdudo WO of lum brace, Add hdrnrdd Wo of lom boos le obove sere for b W been opus Exm*&: To adouWle noamxn open V d /40 MPH wW webd4rbr. r x r x DA5V lnolaw aeodon wM Low Wbah - W end 4 spm ovedrp coulbon 1. Fbdt.•a12DMP1t L-a--11• 2. CondVb' lot L-r-11'-ear 3 rmalpasr loin Ile mnvoalon bleb bud r Ile bs91xlbla d tlt endless Nfr spot b lbtowed by W uss aanbrp muepar. rfr span k lobrrd by 1d nee Defedlun muNplor. 4. MuMpy t.• In den' led by spproprisb milpter. Vol 14O MPH b &W x 8A? L4r -Sr Table 3.1.3 B Allowable Edge Beam Spam - Hollow Extnnlons For Screen Rooms Converted to Sine I Enclosed Rooms Abwenue Afoy a0O T4 1' xrxaDN• b rtrx M7xa mPw min Ifor rarxoa4Pwd Mxeer 1L- Atleelsd Lod WkNh• Mr. 1.' / V or ddbdbu Lod Ilex. a VI V M ddbdlon 1 a: 3 span 4 span Cmurvr t a t a Spin 4 spore IBM confMsW- r 0 5-11• a end' d Tr d a SW a end• a r•+? a T-W e a W4r d S-r 0 s4• d I%r d a S-1• d r.T a rd• b 1'4• d 7 W- r d S.T d Sr d T-- d 7 W IW dS 11. 0 F IV b 1'4• d 8 4- 1• d r-1• d d 1-+• 0 t 4-r d 1'.T d t 7- 11' a 4-1r d W-1r d r-r 0 a r4- a 1•,r a 10 r- 10' d W-r d C-r d I'W d 10 4'.T 0 Mb 11,r d 11 end 0 r4• d W-W d C 11- d11 4W 0 r-1• d 12 r- r 0 W-V 0 end d 9-11' d 12 4d a T-1• 0 rxrxsarte rxrxExhdft Load Mdlh(% 1& 28PN4 MO WI YMdelleofen a span 1 1 Span C&ILW r t rd d I r-r d I rr d 1'-ten d a 44• d I Pr d I Sr d T-V d 7 Ir- r d I " d Sr 0 1•-T d a 4- 1' d s-1• a sr d 1S d a r 11• d 4-17 d 1 4-1en d 14r 0 10 r-+ r d 4W d rr d 11r d 11 HIErr endd4'r d 0 1'd d 12 r- r d rd di rr a r4• d 81001 e91 1 dd §* rdbn end irnglt pebw MPH er Conrudr TabaB an Is epedirtlon pup brtaMn mob: Tebbe roar oonlm orbrrkd won b w oAulun dIon poroW le appled bed. tburnpb: To rladbdo mexbaan rpm w at I* mm odd vabdyfor. l'x2*xOA44' brxrxw'"-wlhLrdWidlh•redarpmmr a' 1.Fld1.'9t120MP1t L-S-I* 2Cawadt-•bdoarlbat L- S-1•-a0r 3 soled so mdfple loamfen=vww nbk h38bdr ugo bsgbrnbnpd fdssedbr f ten spin k bbwad by W ur aendbp muN for. Nfr span Is bloewd by w ur Ddkdbn W ftlor. 4.m ditvhee --bdbyoppopkbmumpbr. Vst140MPHb &Wx091-4A3r•4- r Toblo 3.12 Allowable Beam Spann For Screen or Vinyl Rooms I Open or Partially Enclosed Struetwas Aluminum AOoy OO T4 Far 2 werrrd wdod auet.tr.b.eaw d 1128 AWN .r.o...e.d M.d r 4% a 1.. w• sbObsaimb ervBran Td Lod wldfh rr rr r4• r- r4'r rr rr rr I r4' I rr I Tr I rr Albwa.. 6 t I W M ddbetlon Nr rxCXDA •xD.IW 1r4• d 11-r d 11%r d trod 11Yr d I r•1? d r-r d I r4• d 0-1• d 0-11• d r4• d I r4• d rx1rx&&srx0.IW 1Sr d 14-r d ten-11.0 13W d r4• 0 17•4. 0 1141.0 11-r d 11W d 11-0' 0 11r4' d1r-T d rxrxOWxo.12r tr-r d tr-1• d I" d 15W d 14-11•d 14'S d 13-41.0 13-r d I" d 1r-Wd 1r-r d 1rW d rxrxa0sa-xa12r 2r-11' d tend d tend d 1r-1rd 1rr d 1r-r a 1r-1• a V-r tl 1s2' a 1r-1re 1r4• d If --a r:rxoe7r'xo2aP 2r-+ end 24W d 2r-r d 2r,7• d 214• a Wen-r 0 1r-1re r4• d IV-11•e 1rs a it-1rd 1r-r d rxrx0a7rxo2t4• W-11'd Zr-r a W-1re 24 r a V4• d 22`41•e 27r a I 21'-r d 21W d 20'4• d W-r a 11r-r d r x r x OJxlr x L30r I W-W d 21r4r d 2rd d 2r4r 0 2Sd d 2t',r d 2rd d 2rd d 2r r d 21W d 2Y•1' d W-V d r:1r:Guar:oJxa 3Sd d 3rr 0 at'r d W-1• a 2r-1+•d 2r-++•e 2r-1• d 2r4• a 2Sr a 24'-+1•d 21S a 2r•++•e 11006160 SM H goosims Td Lod vndlh r4- I r4' I rr I'rrI Cr I 1r r I rr I 1r4-I rsI T4-I rrqdl Albwebb w / Y wddocumYrxrx0.07rxo224• 3rr d 3r4 d 21 0 2r-Wd 2a'-1+•e 2r-1+•d 25-2• d 24.4• a 27r d 27-r a 2r4r:rxas/rx022r id 3rda34'd0erend31-r d 2r-+re 2r-1ra 2r-0• d Tr.T a god' a 2s-17a 2sSrxrxaarxo.3ot- 3rW d W-1• d at'•r a rltrd 31.4.0 W-F d 2rr d 2r4' 0 TM111•d 2ra• 0 Zr-rxarxio n-x o. 7a r 44'r d 41• r d W4' d 3T-11.0 and 0 3Sd d p'd• a 3r r 0 3rr d 1 6' 0 3rr w exorwr spun -1 MR-vmoonroe our ono 1a MFK ar Comwwm Tebb = m Me eprJawtlr peso /Mtabir a Ns beebu ft of Nds sectionrd ox opb bobs MMK 1. s k roewwrwndd f W to n' be ommftd an ry orbs born+M @We mom 0m W LSpan wbooedr140M.PJLwbdbedplusdodbad frIwe . 3. apmbnsrued4omanbrdemwL.. blmdervmlaxmcIs 4. Above qrn do not bvAde br4p of lugs broos. Add lerbardd bnoh or lure leer b above opine for bW been eprxr. a Far No webo4r wW rare m owe b 130 MPH spot sonplK To ododlde mrdmua rpm i at 140 MPH wind vWooft for rxr: aJ144'srplo seltMefna a.rn Wa laud YAO. r 1. Fled V a 12D belt L - + r4• 2. ibnvwt'V b OrirW bet L • 1r4• - lLffr 3.3e1ectlee wimdIll erernfs4011wdeI table3Atoadrfenspea'N - Noelafebag' ' golebrdbmL f fen openb Woowd by W use asrr l o ndbblor. N fen openk baovmd by+s us Dstbefr rmelper 4. Mdit In ' I bd by aPP b nalptor. 1: e114oMPHk &WKUl-&Wwend Table 3.1.4 Allowable Spam For Forth Wag or Carrier Beams For Glass Rooms / Enclosed Strucbaas Ahwftm Ably a0O T4 rw..ww..dw.w..wr... r...r..J•e. urn-..--.-u r Jn...-_ Table 3.1.3 A Allowable Edge Beam Spens - Hollow Exbuslons For Oleos I Enclosed Rooms Ahrdmwn Moy MG3 T4 overaw. x x r wove woe MIr MPHMane Ie0I0e0 x x Mgta/ 1L• Lod Minh pq Max. a 7.' / W M deflection Nn Lod Nk" h('Ll Max S 1.' / lbendins W or delbetlr 1 A 2 spin 3 spin 4 Spore 1 a 2 SW 3 Spore 1 4 rpm MOL coo 6 end d 4'4• b W-r b 1--r d N 4'd d 4'd bI 4' T b 1'-1• d 6 r-r d r-11• b r 10• b r-11* d a r-r a 4W D 4•-r b 1-r d 7 r4• b rr b r-r b r- 11' d 7 T-r b 4%T b 7-10' b r-11• d 8 r-11 b rd• b r4• b en- 1r d a r4' b r-0• b r-r b en-11• d 0r-11• b Y-r b r r b r-1r d a r-r b r4• b r4' b r-11• d 10 1 r4' b r-1• b r-II* b oar d 19 r•11' b YW b b r-1r d 11 I rr b r-11• b en -fir b a-r d 11 r•1o• D I r r b r-1• b 0'-IV 0 12 l r4• b r-1r b 74• b r r a 12 r-r b I 7-1*-b 711• b 9-1r d rx xa xa xo. Lod MUL 7-'I T' MdsSm+bnIn Lod Mac L'/ YMddb Won IL24M noun 43pen MOLr 1a2 28pm 4ftm N I 4'$ d S-1• b W-11• b 1-1• d 6 I " d rS b r3' b IW d a r-11• d Or b W-W b IW d a r-11* d S-11' b S4' b 1.4• 0 7 3•d 0 4•d b 4%r b D=11. 0 7 4'4F d Sr b sd b 1W d a r-r d 7-11• b r1r b r-11• e a r4r d s-1• b r•11• b 1;r d 0 r4 b end b end D 01-11• d 0 4LT p 4-1r b VW 1,r 0 10 rr b r r b rr b r-- 11' d 10 4•-1• b 4'-r b 1'-P 0 11 TW b rr b r4' b r-10' d 11 r•+1• b r-r b 1' d 12 r-11• b r.1• t r r p r-ten d 12 r4• p W-r b 1-/- d x x Lod wkoh' ilex. S t / V er defkdlorn i2 aapan 4Spun MOL Cwm lover 21• d r- 11• bi r-r b t r-rbr-r b I W- W b H• d 7 S-1r b rr bi 1r4• b 11- d S•r p r-r b rr b 1'- 1T d a Sd b S--11• bi rr b T- r d 10 4-11• t S r b W-rb IW d 11 W rb S4• t S,r b T-rd 12 4-r bi S-1• b I W- 11• b 1-r d a frT eeoUmr end w wen' im more w wrrrwmn ram ae r um opaomrmn pope r bbbs slum be0k Mo samPb below. Town Wows mderbn orlydod wfh bops ardnwbn dano - podd b %VW bod. amopix To eebxabb modem apan t a /4o MPH wld v 1,01 for. rxrx &W lbeow ExbWon wBn Lad WW h -.rod 3 span =%Mm 1.Find Vat120Wit L-rr 2.Cmwm Vbeebbdtmt L- end'-2" 3 bnuf4dortomwr Maaalmu We33bdrfn ffsopmk"Dwd"idedbyywum8ornA truftlr. O M spin kWood byW use DefectionL%Wp er. 4.MuM*Vin I I Ibebyapprapbbnalfple2 i'd/4obPHb Urx027-1as•- r-11• Y Table 32.1 sblebsel6Maf11SDowns T Lod WIdM r-rrr rr tr4- 1r4' 14'4' err err I 2r4- I Ztr I 24'4• 2a-0' ANewabb 1.' / W M edleetlan Y rx4-xa044-xalor r-ir D r4• r-1r b r- r sr D sd• D r-+1• b 4%V b rW b end• b r-1rrxrx0OWxa/br 1rd b 1rd b r-V b rr D r-1• b W-r D rr b V4r b r4• b 1E- D 4'-1C brxrx0.01rxaIW* err b 11-r D 1rd- b r-1r brrDr-T b r.1• b end• b r4• b S4• D S-r brxrxa0frx0.121r I" b tend b 11•d b 1rd b r4• b rd• b 8-1' b r4' b rd b 9-T b PC brxrxa07rx0ZW 21W err p 1r-10'b era• b err D 1TSb1r4• b r-+1• b end• b jV-7b r-r b r-r brxrxa07rx0MC 2Jdb 1r4' b 1SW b 1r4• p 1rr b 17-WD11'r b 1r-1rb 1rd• b r4•rxrxo.oat-xo.30r 2s-r b2rb err b 15--11•b 14W b err D 1T•r h 1r-trb 1r.T D 1r.T b en-17 11 b rxtrxaArxo26r 2rd b W-r 21W b tend err bten -sole IW-/Cb 1W4r b I" b 1en-1• b1 b Dea"8 f4hWeBoons T 1a00fbI01A W-r r-r r-r 1r4- 1r4' 1rr 1r4- 1r-r I 2r4- I 2r4• I err I 2t4• AMormbleBoon 1.• / bondfine W w des da. W 2*xrx0.072 xo2ar 1W d 2 - b 2r-11•b tend b 1T,r D 1s-+rb 1 '-"-b 1r-11.6 1r.T 6 1rd b 1r-r p td b rxrx&Wrze224' art' d 2a'•11•b 2rd p 2D-10'b 1rd D ten-T b Wr bi 1S4r bi 14'4r bi W-r b end b r-1rb rxrxLo rxo2or 3W-r di 21d bi 2S,r bi 2r4r bi 21Y4r bi 11r4r bi 1rr bi trd bi IV-11* bi 1W-r bi 1r4r bi r-11•b rxlr:LmrxLnr err di 344• bi 2D'r bi 21r-r bi 24'.T bi 2rd bi 21'd bi IV-Ivbl IFIF bi 1r-11-b 17-r hi 1rr b Fr-.w-wen.. win. woo. ,so -N w a:wnwvrm rem as on or ePwmlmar pose for mans m no boom" M oft rdbe end sumps below NNW 1. NIB reomrwwdd f+a ens ergb+ eer let oarndkd r only nnIN boon fat epwo mom Own W 2. Sprs are boo0 an 140 M.PJI. wend load pea dad Ind b be- 3. Spm k meeorned km - I or nrneeNon to beds orml oorrlaa0w 4. Above spers do rot brAde length or lore blur. Add hOdtarlYl krnpin 0110100 blur to above opw s for bid tom spry a For hlph vaooll y warm, amwee+b 130 MPH opmt 6mrpNe To rkumbdo reednwerr open W a 140 MPH wW veloofy for. r x r x &W Shgb seen MNhg Been wah lad WNIh - 1r 1.F1rdVs112DMPH: L-rd 2.lbnulT br1 feet L-ra•-CW 3. Sakai fs oppropdeb ffamplor hum Ns 0e1 v100101 table 3B bud on fen spmMrlon dad at she bepMYp of fdt andon Nas spin k bNomd byW sea 90 dhg oomph. O Ns open Is kbwed by W use Ddkdbon ndlpaor. 4. Mutlpy 1' h OsrirW feel by eppnoprkb mdtlplor• Val 14O MM1 b a24 x DJH - LW - Sd For f eeoond wend Allowable Upright Heights, Chair Rail Spam or Header Spans - Hollow Extrmtons For Screen Rooms or Vinyl Rooms / Open or Partially Enclosed Strueban Aluamm AIW aoa T4 sedlarne rr' rr W-r Trbub Lod wdln W - Purfn Spscbm rr rr4•% rr I rr I rr rr rr ii Above" leeIgM W bermffine W or defsdbn d r:rxaDW Holler r- r di rr dl r•111 14 rr bl rr W S11• bi end• bi Sd W Sd tj S-1• r x r x L05r Hdbro end cu r-r di r4• A r4' d r-r W r-r bi r r bl S 11• bi 94r hi sS rxrx Lots- Helbw r4• c1l r-W dl r-r cl r4• r-r c9 or -IV bi 1r4• bVend' e-0' B /0• rxrxoAw Notbvr 1rr r-11' W-r rr Q1rIr " a rW r-1r .r4• rS rxr:0.of0" mellow 47r tr4• b 1r4• 11-r tt'•r tend tr4' rr end• r-1• rxr:ao60- o.M$ r-1- r,7' 1r4• 1r4• 1Sd• 14 r 14',r D 13-r 1r-r +end bj r: r:0.oNo' aM 0 2r4• 21-1• 2rd r-1r 1r-11• 1r-1• 1r4• I" I" Wen n.w r w... over Yin- law mrm wen VMrwwrar retire m r tM ePsaNkuBan Pap brbbir d t s beebnbq d ads essllsn end errnpb balsa MsbK Far Nph vdedpr sass• coved b 13D MPH spot trok To swoosh" sesames hmod W at 140 MMf wM efiod4 for rxrxD-DWHebwEI k wMrladWWM-r 1.FbdWd12DMPlt H-r-11* 2.tlrwdWbdedmdbot H-e 11'-ate 3. soled as ePpopbb WIN Nor esm fs omwosbn Cobb art bund r fe epoilkefr~afr' gk IdNkaeLI OfsAdelebbloodbyWusft I e&MWw. f Es hoot is bowed by W ur Debdbn ffsNow. 4. M * 1f h de - led by apPfoplde MUMPIW. Wa14DMPH Is a11'x& W-UJr-W-r v- 0 O N LU 0 O U ri 6 0 Table 9.1 Allowable Los& for Carcnb Anchors fisher. tbs d dbkMago De pyyea Andw3paebp ad P4Tamlen ASswIM Leads Star 2AYAC NASAI AMhas 1N' 1-1? 21M• 2SM 1 29/0 W' r 1 2.1N• i 2700 1 nit TAPPER Serra Mr 1.1rr I- w• 24M low am i-wr I- W 178 300 1N' 141E 24W 906/ 23M v4' 1-3W 24W 480 wr 141r 3,W d25704370470 Sir tale' 11/6• DIN 6421 POWER BOLT now 1N' r 1: 1N' S33t 3110 err r 2.7N' MD/ same B' Mir 3-W I 1 IMM was 6• I 4.1jr I law 2,6W/ POWER STUD Madam Anchod IN' 2aN' 2-1N' e9M NM Wr 4-/N• 3 W 1,1Mt low 1/r r 4-Vr' 1 1t 1 eA' r 4661r i Z" I NO Nobs: 1) Corhrab erexe arc aa4ra b r embadnrrd ter nrrxrbcbxara 2) VNbe 9ded on slaved bade wBh a ad* odor d4 apple& 3) Predhxb aWel brad may to eu6dk4m& 4) Anc harm IaoaNYp bade parpardubrIs to d a dw an In brlarh Andhra rwNYry bate parald b M denhalar am ohrr bade. Rumple: Drrbkmbw Br a bw a oarara4a Kom ra 1, by d "sar upBt bad by sr andur slowed bad Far a r x r barn wBx speft•r-0"O.C. slowed Rpm • W-W (Tabb 1.1) UPLIFT LOAD 114BEAM SPAN) x BEAM B UPR04T BPACNG NLASEROFANCHORS - IF42L7B) xrx7f/ftFL ALLOWED LOAD ON ANCHOR NUMBER OF ANCHORS 83Oa / • L102 TbrobnN rse 2 mdhra w (1) m aach dda d updplt TAb b bred on RmM RolhoW danbb beds ter 2AD pal mxeo4 ABerable Lead 1, 1 NUMPIe fr Edse Dblarhw Laws Thar 96 Edes Oblmea TaMm slrr 12d 1. 10 127 Ltd IM 1.19 IN US IA9 Od 1. 00 1.00 ad Dar DOD 7d 0. O6 OA1 60 DA1 0.72 50 1 am 0A3 Table U Modnairn ARBwable Fastener Loads for SAE Graft 6 Steel Fasteners Indo 6063 T4 Alloy Ahmdnum Frsmine up , , By 9leadmANN4 awl -Tapping and -- - - ha Beraaar Assrabb Leads TaruM Sbwpsl WAN pd; ohm 24000 pa Table 92 Wood and Concrete Fasteners for Open BulkUnpo / Loads find AMD For Screws In Tension Only M ofturn Abrebr- Load and A*bAmbb Rod Arm for 120 MPH Wlnd Zoo (2M/ SF) Far Wind Replar aBr arm 120 MPK Ilea CwAMm TaWa at 2aoom of 9ds oaool CONNECTWD TO: WOOD for OPEN BuOdbgs Fasbnr Dbmebr Larglb d Embadrwht rhmber d Fambners 1 ! 1 3 4 Iwo 1 1' 1 2546.11BF 52e0.239E 7970-l4SF 106M-48SF Iwo Mir 39M- 17SF 7970.346E II M-52SF ISM-pBF two 2-Vl SM/-208F 132M•S7SF 1N00-MBE 2MOP-115SF Sties 1' 3126- 148F Mad-278F 930/.418E 248/-64BF fine•. Mir 46M• 2DBF 93M-411IF 1400'618E 16720-81BF Stirs 2-2 TWO-34BF ISSN -NSF 2340-1MSF 112N.1999E ll0'a 1• 3SM-159F 7120.318E 1NM-468F 142M•MSF ll60 1-1R' MM-238F IDOM-466F IBM-709F 21SM-a8F we 2-trl SM-39SF 17ON-TTSF 207M•1186F 360oe-1SSBF CONNECIIN0 TO% CONCRETE WfaOPEN Bu Frhner WA ndar Leno a Embadmwd Nhurar d Faa m-- 1 ! 3 4 TYPE OF FASTENER • "Oukb Sat' Corruda Swar 2anhas Ndlln r Equ Iles 1-1w 299t- 10OF 48M-29SF S M•lOBF ea2f-LISP II 1N•e r 2/0-/28F SMn8F BIN-35BF DEN-478F TYPE OF FASTENER Canrab serve T ar Mrs 1-trr 240- 118F 40 0-218F 73M-323F M O-438F SM" tale• 3 7/- 143F Sl4/-2BBF Mt/•418F 1260•65BF two 1-1? 38W- 16SF 73M-328F IDOW-488F 14M-83SF Iwo I-3W 46M- 21)BF ON-409F 139M-61OF INN-318F 3B' 1-1rr 4370- 199F 074/-M8F 1311t-57SF 174M-78SF 311'0 tale• e0//. 283E 12020-NSF 1MM-798F 240p-106 TYPE OF FASTENER Expansion Belle Mand Pbsrr Bat at vauhtsknn sale 2-1? 1206/- M6F 241M•10e6F 3MSO-157SF 4M00-210BF 31r Vr 1SN/-6 BF 2eN/-1139F 390M-t7o8F Mt20-2278F Vie r IMM-798F 3BI26-1STSF 541M•2368 rnW-3148F 1rr'o 8• ISM- 97SF 30Nt-1738F 601911.2003E 72J-3478F WIND I AM CONVERSION TABLE: For Wind 2rralRedma olm Inn 121) MPH (TWn Strwh). RNMW almable bade sad had anal by lea emusmbn leebr. NOW Tha nadaxm dd w= Sum ear edge dkxxxasle b tlr awharsb mmr arc aprip bobaaan ardhas elre not be teas ear ed w d la the mdhr dbnrbr WIND REGION CONVERSION FACTOR 102 1 lfi 110 1.16 120 1.00 14o 0.18 to 0.72 Table 9.6 ABemadve Angle and Anchor Systems for Beam Anchored to Wells, Uprtphte, or Cartier Beoms Mehanrm arw wet.•. cite Ermuabn Type stw Oser" an To Was o -' III Isaias arde 1• xI'xOAW lnr n wvb 1'xl*xltllrmAm 3nr 912 I•xI'x was ( aim Stir 1 I-12• x 1- VY 1N 1N• 012 141rx1-IW1M O.7 N' 014 1-wrx I -VP Iffman w' n4 IVVxivrxI .12n N' 1114 rxrxonr 31r wr rxrxl 1 fins• 6nr rxrxln Jt 1!2' 1? U-cnmd I-W x I Vr x I • x 11r 33• 014 LLdwo-a 1•x2- urxt'xomw 1nr 6nr Lkt and 1-lrrx2- ISrxt-Vr'xo.Dw VC 014 ante: /rarerabasm rr,mrrpmogmbdwbof, Table 9.0 Wnlmum Anchor SM for Exbwla» Was Mchud ns Wal I aimed Cahrab Weed rxr n1 1 IN' rx d" tor• 2 xr VA.; n0ins• n0 rxrr a 31I6• a Hobe Wd, Naar cad WftM mbinarn ando aims led be hued fw armed r msw pow mnrdan Table B.S Wood and Concrete Fasteners for Enclosed BuBdlnpsf Loads t Roof Anus For Screws In Tension Only Mmft m A9aaebb- Lead arc AMkftbb RadArm ter 120 MPH Wind Zw (419 / BF) Far Wk d Rm ans al her Rion 120 MPK ilea rckwrxine T94 M 9c4re d ea. w % CONNECTING TO: WOOD for OPEN BuIllow r-nww DIrMr I Lenelb of Rnbsd uard Number d Fasbrhars 1 ! 3 4 1Ns 1' nos-63F i SM-136F 1 "M-1s3F 1 tow.209 IWI 1-1? NO- IOW7M0-/98F 11111M-298F 1S M-308F 1ws 2-1? eM- 166F 13200-S 1e6M-48SF M 264•646F Sn6' 1• 3128-ISF i nor-16SF I 93M-238E I 124M-308F Mrs 1-VT 480e• 113F 9SM-21SF 1464/.343E 1072E-468F Sees 2-IW 780- IOBF 1180/-388F 2340/-678F 312N-78SF 3h8'o 1 1• 3SM-99F I 7120-ITSF I IOBU-268F I 14240-SS SF lire 1-1rr' 834N- 133F tOBM-288F IBM-39SF 213M-MBE 31re 2-trl MO- 228F 17900.438E 2s10/-a3F 31MN-879F CONNECTOW TO. CONCRETE 2, 300 psq far OFENBWd Faabrr WanreNr I L& MM a Er'bederaM Numbw of Ferbners 1 ! 1 ! 1 4- WOE OF FASTENER Quick Bar Cmrab tear 2Ymae Nallhh r Iwo 1-Vas ZW- 10SF 48M-U S 30SF 9028.413E 1ws I r 27N- 128F I SM-23SF I 8100-35BF I 101W-479F TYPE OF FASTENER Canenb saw Ottral T r lies 1-1R' 24M- esF 4070-12sF 73M-1s8F flea-usF 3116s tale• lI7N-BSF el4/•158F 51/•238F I26M-318F tws 1-Vr' 3856- 98F 730e-189F 10050-278F 14NO.38 INo tall' 4Nt-118F Nog-238F ISM-34SF INN-45BF 31r M1rt 4571.118F e74e-218F 131/-328F 174M•43BF Sore I-w e01e- 158F 12WO-208F 1B01/-NSF 24M-a SF TYPE OF FA6TE11ER Belle Parr Beet r Sr. 2-tlr' 120df. 299E 241N-aBF !Met-aBF 4MON-tta IO'o S-Vr 13030-323F I2IMF'-64SF 390M-OSSF M12N-127 Iwo r I LOOM - NSF I 3BI20-MBE 64/M-1328F 7224/-1768F Vlo S 199011-4OBF 3eM/- SF 6979/-1 8F 79721-194SF WIND LQAD CONVERSION TABLE: Fr Wbad ZKM Rsplws rbwtlm 120 MPH (Town 6hom), XNW#y dowsWe bads cad rod areas by eb aanraralon leer. Nob: Tha mlMwn dbbwa f M Be sdpe d2* akxhusb b eb eweor a er knkhorsb moor arc far .psi ft babeaan kxmrale sa" du1 nd bo teas sm Od wlhre d la ttb molter dlmhoar WIND REGION CONVERSION FACTOR 702 1. 15 110 1.16 12D too 140 OM Leo 0. 72 Table S.T Aftnudi a Anchor Selection Feclors for Anchor / Screw Sias Anchor a 1n0 M2 err stir Sir p I In O. aI 038 DAB 027 am 610 Oa 1Ao I 0.72 0.57 am 0.28 erg 0." 0.72 1AD 0.79 DAB OJ6 01 OA6 D37 D. 7e IAo 030 OAS err 02T I am I DAB o39 In 0.79 Sir 021 1 028 1 028 0M 0.79 In ANI MkaetchersdaeomFaebbbrAedhw/Suer Shea C0nam16 sad Wood Armhwa cwmeb and Woad Anehaa eeehrses as nuv r mas. AnOw s,e 3nr 1N' 3r Iw DA! I IAo 0 31S' I DAD I am 1 100 WM BOLTS: nalr and 2-1N- embednien4 rumpugfeW gba I 3/1r I ar IW I 0.40. tA48 N1W*srru6wdaarsaex9raboarhdwha i dasbadendrand ky b far nand srm mmd w a eomwL Example S(10)/6Sam" = ughaed.f nwnbwan0crawsdwoedb:oaxl0•(8)no HR 5 ZC S 8 OF 9 1p V ALTERNATE CONNECTION: 3) 08 SCREWS PER PAN WITH 1' MINIMUM EMBEDMENT INTO FASCIA THROUGH PAN BOXED END EXISTING TRUSS OR RAFTER 10 x 1-11r S.M.S. (2) PER RAFTER OR TRUSS TAIL 10 x 3/4' S.M.S. Q 1r O.C. EXISTING FASCIA FOR MASONRY USE IW x IAA MASONRY ANCHOR OR EQUAL Q 24.O.C. FOR WOOD USE A10 x 1-11r S.M.S. OR WOOD SCREWS Q r D.C. EXISTING HOST STRUCTURE WOOD FRAME, MASONRY OR OTHER CONSTRUCTION PAN ROOF ANCHORING DETAILS ROOF PANEL TO FASCIA DETAIL SCALE: r -1'-0' ROOF PANEL TO WALL DETAIL SCALE r a V-V SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL 68 x 1/r S.M.S. (3) PER PAN BOTTOM) AND (1) Q RISER TOP) SEALANT HEADER (SEE NOTE BELOW) ROOF PANEL 08 x V/r S.M.S. (3) PER PAN MOTTOM)AND (1) Q RISER TOP) NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER WITH (3) EACH 08 x 1/2' LONG CORROSION RESISTANT SHEET METAL SCREWS WITH 1Ir WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH 08 x 1/r SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN WITH (3) EACH $8 x 1. OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RISER SCREW. 88 x B/18' TEK SCREWS ARE ALLOWED AS A SUBSTITUTE FOR 8a x 1R' S.M.S. STRIP COMPOSITE ROOF ANCHORING DETAILS EXISTING TRUSS OR RAFTER 810 x 141r S.M.S. OR WOOD WOOD SCREW (2) PER RAFTER OR TRUSS TAIL 10 X SW S.M.S. OR WOOD SCREW SPACED Q 12' O.C. ROOF PANEL TO FASCIA DETAIL SCALE: r -1'-V EXISTING HOST STRUCTURE WOOD FRAME. MASONRY OR OTHER CONSTRUCTION FOR MASONRY USE IW x 1-IW MASONRY ANCHOR OR EQUAL Q 24- O.C. FOR WOOD USE #10 x 1-1/r S.M.S. OR WOOD SCREWS Q 1r O.C. ROOF PANEL TO WALL DETAIL SCALE: r 1'4r 08 x 1/r S.M.S. SPACED Q R. O.C. BOTH SIDES ROOF PANEL EXISTING FASCIA 08 x 1R' S.M.S. SPACED Q 8' O.C. BOTH SIDES ROOF PANEL 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-IW WASHERS OR SHALL BE WASHER HEADED SCREWS. HEADER INSIDE DIMENSION SHALL BE EQUAL TO PANEL OR PADS DEPTHr. 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 1 BOB FOR A MAXIMUM POSSIBLE SPAN OF THE ROOF PANEL FROM THE HOST STRUCTURE 98 x 1/r ALL PURPOSE SCREW Q 1r O.C. BREAKFORM FLASHING CAULK ALL EXPOSED SCREW Ir Ir HEADS 3' COMPOSITE FASTENING SCREW SHOULD%%,_ BE A MIN. OF 1' BACK FROM / r THE EDGE OF FLASHING NOTE WHEN SEPARATION BETWEEN DRIP EDGE AND PANEL IS LESS THAN 3W THE FLASHING SYSTEM SHOWN IS REQUIRED ALTERNATE DETAIL FOR FLASHING ON SHINGLE ROOFS SCALE: r - r-0' 1. FLASHING TO BE INSTALLED A MIN. r UNDER THE FIRST ROW OF SHINGLES. L STANDARD COIL FOR FLASHING IS 18' .018 MIL COIL 3. FIRST ROW OF EXISTING NAILS MUST BE REMOVED TO INSTALL FLASHING PROPERLY. 4. FLASHING WILL BE INSTALLED UNDER THE FELT PAPER WHEN POSSIBLE 5. HEADER WILL BE PUTTY TAPED AND CAULKED EVEN THOUGH FLASHING IS TO BE INSTALLED. S. IF THE DROP FROM THE EDGE OF THE SHINGLE DOWN TO THE TOP OF THE HEADER IS MORE THAN 1' THEN THE DRIP EDGE WILL HAVE TO BE BROKEN TO CONFORM TO THIS DROP. T. WHEN USING FLASHING THE SMALLEST SIZE HEADER AVAILABLE SHOULD BE USED. Ir 03 MIL ROLLFORM OR 8' BREAKFORM IS BEST SUITED FOR HEADER SINCE IT KEEPS THE FLAP UP OF THE HEADER BACK FROM THE EDGE OF THE FLASHING. 8. WHEN SEPARATION BETWEEN DRIP EDGE AND PANEL FLASHING IS REQUIRED 1/r SEPARATION MINIMUM. 8. STRIP SEALANT BETWEEN FASCIA AND HEADER PRIOR TO INSTALLATION. SEALANT UNDER FLASHING r COMPOSITE OR PAN ROOF SPAN PER TABLES) HOST STRUCTURE TRUSS OR RAFTER 1' FASCIA (MIN.) BREAK FORMED METAL SAME THICKNESS AS PAN (MIN.) ANCHOR TO FASCIA AND RISER OF PAN AS SHOWN 8 x 3W SCREWS Q r O.C. M8 x 1/7 SCREWS Q EACH RIB ROOF PANEL HEADER ( SEE NOTE BELOW) 08 x 1!r S.M.S. Q r O.C. FOR MASONRY USE IW x 1-IW MASONRY EXISTING HOST STRUCTURE ANCHOR OR EQUAL WOOD FRAME. MASONRY OR Q 24' O.C.FOR WOOD USE OTHER CONSTRUCTION 10 x 1-Ilr S.M.S. OR WOOD SCREWS Q 1r O.C. ALTERNATE ROOF PANEL TO WALL DETAIL SCALE: r -1'-0' NOTES: ROOF PANELS SHALL BE ATTACHED TO THE HEADER W/ (3) EACH /8 x 1/r LONG CORROSION RESISTANT S.M.S. W/ 1/r WASHERS. ALL SCREW HEADS SHALL BE CAULKED OR SHALL HAVE NEOPRENE GASKET BETWEEN THE WASHER AND THE PAN. PAN RIBS SHALL RECEIVE (1) EACH AS x IW SCREW EACH. THE PANS MAY BE ANCHORED THROUGH BOXED PAN W/ (3) EACH 08 x 1' OF THE ABOVE SCREW TYPES AND THE ABOVE SPECIFIED RIB SCREW. 08 x 1lr WASHER HEADED CORROSIVE RESISTANT SCREWS Q r O.C. ALUMINUM FLASHING LUMBER BLOCKING TO FIT PLYWOOD IOSB BRIDGE FlLLER COMPOSITE ROOF. 114'0 X 4' LAG SCREWS W/ 1-IWO FENDER WASHERS Q 1r O.C. THRU PANEL INTO 2 x 2 PAN ROOF: 08 S.M.S. x IW Q' S. O.C. OR (3) PER PANEL r X r x 0.044_HOU.OW EXT. SM810 x 4' LONG (MIN.) LAG SCREW FOR 1-1/r EMBEDMENT ( MIN.) INTO RAFTER OR TRUSS TAIL CONVENTIONAL RAFTER OR TRUSS TAIL WEDGE ROOF CONNECTION DETAIL SCALE: r -1'-W 5 10 r 1/ IOF A FLASHING 0.024.OR 26 GA. GALV. r x r x 0.06' x BEAM DEPTH + 4' ATTACH ANGLE A' TO FASCIA W/ 2-W LAG SCREWS ® EACH ANGLE MIN. r x r x 0.050' S.M.B. (4) k10 S.M.S. ® EACH ANGLE EACH SIDE A - WIDTH REQ. FOR GUTTER B - OVERHANG DIMENSION BEAM TO WALL CONNECTION: 2) r x r x 0.060' EXTERNALLY MOUNTED ANGLES ATTACHED TO WOOD WALL W/ MIN. (2) 31B' x r LAG SCREWS PER SIDE OR (2)1M' x 2-IW CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN r ALTERNATE) (1)1-W x 1-3W x 1-3W x IV INTERNAL U-CUP ATTACHED TO WOOD WALL W/ MIN. (3) 31S x r LAG SCREWS PER SIDE OR (3) U4 x 2-1/4• CONCRETE ANCHORS TO CONCRETE OR MASONRY WALL ADD (1) ANCHOR PER SIDE FOR EACH INCH OF BEAM DEPTH LARGER THAN r CANTILEVERED BEAM CONNECTION TO FASCIA DETAIL SCALE: r -1-0' 0.024' x Ir ALUMINUM BRK MTL RIDGE CAP VARIABLE HEIGHT RIDGE BEAM EXTRUSION ROOF PANEL RECEIVING CHANNEL OVER r x B' S.M.B. W/ (4) /10 BEAM ANGLE PROVIDE DABO' S.M.S. ® EACH ANGLE RECEIVING ® RECENG EACH SIDE CHANNEL ANCHOR POINTS (2) NOTCH ANGLE OPTIONALC10x2-Ur S.M.s. ® RAFTER TAILS OR ® 2-O.C. MAX W/ MUST REMAIN FOR ANGLE r x B' SUB FASCIA STRENGTH CANTILEVERED BEAM CONNECTION AT FASCIA (END VIEW) SCALE r 14r 010 x 4' S.M.S. W/ 1k x 1-IW S.S. NEOPRENE WASHER r O.C. SEALANT S x Wlr TEK SCREW Q r O.C. 1/B' x 3' x 3' POST OR SIMILAR ( 3)114.0 THRU41OLTS (TYP.) LTB x Mr TEX SCREW C r O.C. BOTH SIDES PANEL ROOF TO RIDGE BEAM 91 POST DETAIL SCALE: r - r 0' 0.024'X 1rALUMINUM BRK MTL RIDGE CAP VARIABLE HEIGHT RIDGE BEAM EXTRUSION ROOF PANEL r x _ SELF MATING BEAM 95 REBAR IMBEDDED IN TOP OF CONCRETE COLUMN (BY OTHERS) PAN ROOF ANCHORING DETAILS RIDGE CAP SEALANT PAN HEADER (BREAK- B x IV76' TEK SCREWS FORMED OR EXT.) PAN RIBS EACH SIDE HEADERS AND PANELS ON OF BEAM FOR PAI x it A]L EXPOSED SCREW GABLED APPUCATK>wl g HEADS & WASHERS 06 x 1R' S.M.S. (3) PER PAN AND (1) AT PAN RISER ALTERNATE CONNECTION: B x 1-IW SCREWS (3) PER PAN INTO BEAM THROUGH BOXED END OF PAN AND HEADER ROOF PANEL TO BEAM DETAIL SCALE: r- v-w PAN OR COMPOSITE ROOF PANEL NB x Ur S.MS. (3) PER PAN ALONG PAN BOTTOM WHEN FASTENING PANELS OR PANS TO WOOD PLATESI FOR PAN ROOFS: SCREWS SHALL HAVE A(3) EACH A8 x 1/2' LONG S.M.S. MINIMUM EMBEDMENT OF 1' i:?:' :::: i::: r PER 1r PANEL CAULK ALL EXPOSED SCREW HEADS 6 WASHERS 117 FOR COMPOSITE ROOFS: ROOF PANEL K10 x Q + 1/r) S.M.S. W/ PER SECTION 7 TABLES) 1-114'0 FENDER WASHERS t 1r O.C. (LENGTH - SUPPORTING BEAM PANEL THICKNESS + 1' PER TABLES) ROOF BEARING ELEMENT SHOWN) AND 24' O.C. NON -BEARING ELEMENT (SIDE WALLS) ROOF PANEL TO BEAM FASTENING DETAIL SCALE r - I -W 10 x 4' S.MS. W/ 19 x 1-IM NEOPRENE WASHER ® B' O.C. SEALANT AB x B/1B' TEX SCREW ® r O.C. Ire' WELDED PLATE SADDLE W/ (2)1/4' THRUaMTS PANEL ROOF TO RIDGE BEAM 90 CONCRETE POST DETAIL SCALE r -14r Ir,HK p 5r r EAL H t 9B OF 9 N ALUMINUM SKIN EPA. CORE W.. ..... ......... .. . SIDE PANEL a Q CONNECTIONS VARY DO NOT AFFECT PANEL SPANS) SELECT PANEL DEPTH FROM TABLES COMPOSITE ROOF PANEL [INDUSTRY STANDARDI SCALE IV a I* Table 7.1.6 AIIoMrable Spans for bldustry Slandard Compoalle Roof Panels for Vadous Losde Aluminum Alley 248A IMA or H•4S 1A ]EPSt Cate boully Fare r n 4r:0.0W Pm OPet rd PrWelr End wadrte. F,we..e weines Maid IdA Wind aelat som a: s ra I a 1 a leer 10o eLPx..1rr tr-t+• Ira WO IN BOX tr-V tr IV r4r 44r 11em.Px trams LIT-C 4•r 1t0eLPx trr Irr 114r S-+r 1mYlx I" 11-r 11',T r-11• 120eLtx e-11• tr-+• tar ra 13e OR rr Mr I trr rr 130 RLPx r-r Ira v-11' S-T 140MPJL r-11• e'-1t• Pr rr 140Y.Px a-lr P-11• v-r r.11• IN mJx rr ra s-11• a',r In R Px ram• ra C-tr r-tr r n 4r:0.a1r Pm WHO Ende..d DUBOW Endw.d bulklIngs whd 00010" Iledmtstt AEsinbbJINW1 wind a @I Yedemn Awed SM I a 2 a 4 rd I a 2 a 1 4 Met cwdwm In".K Irr Irr I 1S-1r rr IN".K trr Irr I IF -IV rr IIe ".K Irr Is-r Ir-r—r rr 11e M.Px irr rr I ir-r ra 1m ltrx Ira Irr Ira rr In m.Px Irr 1r-r I Irr r-W 130 et x 11'r Irr Irk• 4•r 1m mPx te-lr Ir-- ll%V T IV 1'a mPx Ia-r II'-IV 11r rr M. 140 Px IOr Irr I VI• r r 1mmPJL rr IO-II• 10-r rr INM.Px Pr Will ram• n 4r:0.0ar PrrY Opne nttd EneloMd EMwd DoWne. IrBd mediroe aw Wed Room1a1 Yednwtt Awr bb am am 1a2 a Met a met im I Px 14'r 15-1• 1ST r4• too m.Px 14•4• Iry 1Fr rr 110mPx I" Irr Ira 4'r 110 IPx Irr 17-11- Ira rr 120KPx tr-tr Irk• t2-11- I •-V 1mmJx Irr trr try rr taeevx 11',1' trr 12r r laoevx t0-T If IV t1'r a'r 140 Px 104' Irr 11'r a'-11• 140KPJL IOa trr III-V ISO MPx r-r 1Cr IFS• rr 100I Px e'-r 1Pr IF4' rr 4- 4rxLM-11— nnd Endo dmumjbW Enebwd BWMlqp wad eLylen maldmm WO,d tielen lffim nAwrYM 1 a 2 Sam a s 1 a lYtt 1 a 2 a a 4 met 100 RPx lr-r Irr I Jr.jI*j er 10em.Px IFr ter 1r-Ir rr 110 m. Px I" 1r-1/• Irr rdw 110 eLPx le-C lr-1• IFr 4•r 120 m. Px Ir Ir IFr 1r-11• I W-V 120 "JL Irr Wr Ira rr 1m KPA tr-1r 14'4• Ir-I I• 4•r 130 mPx Ira Irr Ira 0r 14Oeerx 11- 1t• 1r4• 1?tr rr 10ILPx lit -IV Ira Irr 3'11• 1n JL III-W. 11-11• er 1S0mPx Irr ir-We Ir-Ir 74r COVERED AREA TAB AREA 31W TO VP ADHESIVE BEAD FOR A 1• WIDE ADHESIVE STRIP UNDER SHINGLE I .............. ... ....... . .. ....... W TYPICAL INSULATED PANEL SCALE: IV a 1• SUBSEQUENT ROWS STARTER ROW COMPOSITE PANEL W/ EXTRUDED OR BREAK FORMED CAP SEALED IN PLACE W/ ADHESIVE OR SCREWS SEALANT BEADS INDUSTRY STANDARD COMPOSITE ROOF PANEL WITH SHINGLE FINISH DETAIL SCALE N. T.S. ATTACH SHINGLES TO COMPOSITE ROOF PANELS WITH INDUSTRIAL ADHESIVE'. APPLY ADHESIVE IN A CONTINUOUS BEAD 3/6• TO Ilr DIAMETER SO THAT THERE IS A 1• WIDE STRIP OF ADHESIVE WHEN THE SHINGLE IS PUT IN PLACE. FOR AREAS UP TO 120 M.P.H. WIND ZONE 1) STARTER ROWS OF SHINGLES SHALL HAVE ONE STRIP OF ADHESIVE UNDER THE SHINGLE AT MID COVERED AREA AND ONE UNDER THE SHINGLE AT MID TAB AREA. STARTER SHINGLE ROW INSTALLED WITH THE TABS FACING IN THE UPWARD DIRECTION OF THE RDOFSLOPE 2) SUBSEQUENT ROWS OF SHINGLES INSTALLED WITH THE TABS FACING IN THE DOWNWARD DIRECTION OF THE ROOF SLOPE WITH ONE STRIP OF ADHESIVE UNDER THE SHINGLE AT MID COVERED AREA FOR AREAS ABOVE 120 M.P.H. WIND ZONE: 1) STARTER ROWS OF SHINGLES SHALL HAVE TWO STRIPS OF ADHESIVE UNDER THE SHINGLE AT AND COVERED AREA AND TWO STRIPS AT MID TAB AREA SHINGLE ROW INSTALLED WITH THE TABS FACING IN THE UPWARD DIRECTION OF THE ROOF SLOPE 2) SUBSEQUENT ROWS OF SHINGLES INSTALLED PER PREVIOUS SPECIFICATION WTTH TWO STRIPS OF ADHESIVE AT MID COVERED AREA ADHESIVE: CHEM REX - PL PREMIUM 946 URETHANE ADHESIVE OR OSI - RF140 MINIMUM ROOF SLOPE 2- IN 12' TAB AREA W/ 1- ROOFING INSTALLED PER MANUFACTURERS SPECIFICATION FOR NUMBER AND LOCATION 0 0 SUBSEQUENT ROWS 3AB- TO Itr ADHESIVE BEAD FOR A 1- WIDE ADHESIVE STRIP UNDER SHINGLE STARTER ROW COMPOSITE PANEL W/ EXTRUDED OR BREAK FORMED CAP SEALED IN PLACE W/ ADHESIVE OR 7/1(. O.S.B. PANELS INDUSTRY STANDARD COMPOSITE ROOF PANEL WITH O.S.B. AND STANDARD SHINGLE FINISH DETAIL SCALE: N. T.S. SPECIFICATIONS FOR APPLYING O.S.B. AND SHINGLES FOR ROOF SLOPES OF 2:12 TO 4:12 1.) INSTALL COMPOSITE PANELS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2.) SEAL ALL SEAMS WITH PRO 2000 CHEMREX 946 URETHANE AND CLEAN THE ROOF OF ANY DIRT. GREASE. WATER OR OIL 3.) APPLY 16 MILS OF MORTON 652 GLUE TO THE PANELS AND INSTALL 7/16' O.S.B. OVER THE OWE AND PANELS.- 4.) INSTALL 160 FELT PAPER IN ACCORDANCE WITH STANDARD BUILDING CODE SECTION 1507.36. 1. 5.) INSTALL SHINGLES IN ACCORDANCE WITH STANDARD BUILDING CODE SECTION 1507 3 7.1. THROUGH 1507. 3.7. r i EAL S E Y 0, 9D