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2008-343 TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building &Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number. P20080343 Date Issued: Tuesday, June 08, 2010 This is to certify that work requested to be done as shown by Permit Number P20080343 has been completed. Tax Map Number. 523400-301-019-0002-056-000-0000 Location: 41 QUEEN MARY Dr Owner JOSEPH & DEBORAH BODUCH Applicant: BANKERS TRUST CO OF C A This structure maybe occupied as a: Porch By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the property owner of the responsibility for compliance with Site Plan, r° Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20080343 Application Number. A20080343 Tax Map No: 523400-301-019-0002-056-000-0000 Permission is hereby granted to: BANKERS TRUST CO OF C A For property located at: 41 QUEEN MARY Dr in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Tyne of Construction Value Owner Address: BANKERS TRUST CO OF C A N.A. TRUSTEE FOR VENDEE Porch $16, 0, .00 0 Total Value $16300 3 PARK PLAZA 16TH FLOOR IRVINE, CA 92714 Contractor or Builder's Name/Address Electrical Inspection Agency Plans &Specifications 2008-343 168 SQ FT PORCH $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,July 23, 2009 (If a longer period is required,an application for an extension mustbe made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the T o eens r ;� jtes"y,July 23, 2008 SIGNED BY for the Town of Queensbury. Director of Building&Code Enforcement OFFICE USE ONLY ._..-._....._.._......_,i �: ,,, TAX MAP NO, PERMIT NO. FEE ' ' i r BLDG.&CODES APPROVAL t i ; J r ACCESSORY STRUCTURE BUILDING PERMIT APPLICAT.F Ti±. Use this application for any structure other than the Principal Structure (house) to include, but not limited to: garage, shed, greenhouse, dock, deck, etc. Refer to Informational Brochure No. 3 entitled Accessory Structures-Sheds/Fences. A PERMIT MUST BE OBTAINED BEFORE WORK BEGINS.APPLICATION IS SUBJECT TO REVIEW BEFORE ISSUANCE OF A VALID PERMIT.NO INSPECTIONS WILL BE MADE UNTIL THE APPLICANT HAS RECEIVED A VALID BUILDING PERMIT. OWNER: 2Oe �Q O2kln �Ej 1(,�, INSTALLERIBUILDER: ADDRESS: �'� L C1�Ufet1� �Afl�t �{ZlU4 ADDRESS: C t folk LJ�t SNY1.�, Q PHONE NOS. !�1 � _ PHONE NOS.__ DCO LOCATION OF PROPERTY:4 l!1 &- n-m Llf;t(,UE SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: ESTIMATED COST OF CONSTRUCTION: $ ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: ) L r 1�1 IL PHONE: JAI-a3oa 13T FLOOR 2ND FLOOR TOTAL PROPOSED PROPOSED CONSTRUCTION SQ.FT SQ.FT. SQ.FT HEIGHT FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH* () BOATHOUSE b BOATHOUSE WITH SUNDECK DOCK SHED POLE BARN DETACHED GARAGE(NO.OF CARS:, OTHER ACCESSORY STRUCTURE: *CONSIDERED FLOOR AREA&MUST COMPLY WITH FAR[FLOOR AREA RATIO] REQUIREMENTS IF THE STRUCTURE IS LOCATED IN THE WATERFRONT RESIDENTIAL ZONE. To the best of my knowledge, the statements contained in the application,together with the plans and specifications submitted, are a true and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Codes,the Zoning Ordinance, and all other laws pertaining to the proposed work shall be complied with, whether specified or noted, and that such work is authorized by the owner. Further, it is understood that I/we shall submit prior to a Certificate of Occupancy or Certificate of Compliance being issued, as requested by the Zoning Administrator or Director of Building and Codes, an As-Built Survey by a licensed surveyor, drawn to scale, showing actual location of all new construction. (10U]ESTIONS=CALL256 OR EMAII have read and agree to the above. urv.netWESSITE FOR MORE INFORMATION Signed Dated: (0 www.aueensbury.net Town of Queensbury- Community Development Office - 742 Bay Road, Queensbury, NY:12804 B 1-LGL 11-05 1 o- 4L Co nunitu Development Office ` r ` R Tozarz of Queensbury • 742 Bay Rd. Que r'tsbury, New York •12804 PLOT PLAN ~ Show all existing and proposed structures. Indicate the setbacks of all structure and buildingo4rom all peoperty lines SIDE PROPERTY LINE y W w { t 6 y mf Z W Z J Q c� W �= Z �- m W 1 1 SQUARE _ ---,FT. SIDE PROPERTY LINE B lA-LTR 11-05 � t r J' � � o j 40 o 0 Or- 1 � �n �P s� 3 p e ! , 1 � sue} r r F ti E i ! t i j _ 40 1 w Queensbury Building & Code Enforcement - Residential Final Inspection Office No. (518) 761-8256 Arrive: I ,4rt: ��/p L Date Inspection request received: Inspector's Initials. NAME: Pik L t(�, AA RMIT#: _ t'��,— LOCATION: ! sZi� .� to A L 0 DATE: l TYPE OF STRUCTURE: Comments: Yw N /A 4' Building Number Address visible from road Chimney Height/'B'Vent/Direct Vent Location Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Co late/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs deckspatios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railings 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off a sec/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access i sq.ft.-150 sq.ft.vents Bathroom Fans if no window Plumbina fixtures Foundation insulation/Insulation Certification Floor truss,draft stopping finished basement 1,000 sq.ft. Emergency egress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum W Gypsum Basement stains dosed rise>4 inches Garage Floor Pitched Garage fireproofing t%hour fire door/door closer Duct work Sealed properly Gas Logo in Seeded or Glass Enclosure final Electrical Final Survey Plot Plan Arc fault Breaker in Bedrooms Flex Gas Pipe Bondi As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance required Flood Plain Certification,if re uired ka to issue C I C or C 10 1 Tern ors /Permanent L:\Building&Codes Forms\Building&CodeMinspection Forms\Residential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 6/26/08 Queensbury BuI ding Code Enf orcement - Residential Fi Ins ection Office No. (518)761-8256 Arrive: am/ pa s am/ Date Inspection request received: inspector's Initi . NAME: Bcdurl P MIT#: LOCATION: >^ ATE: —Z TYPE OF STRUCTURE: Comments: Y _NA 4" Building Number Address visible from road 3" — Chimne Height/°B"Vent/Direct Vent Location / Fresh Air Intake 3 inch Plumbing Vent through roof minimum 6 inches Roof Complete/Exterior Finish Complete Platform at all exterior doors Handrail 4 or more risers Guards at stairs deckspatios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more Handrail Termination at Newell Post or Wall Interior/Exterior Railin s 34 inches to 38 inches Deck Bracing/Handicapped Ramp Compliant Grade awa from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above race Interior privacy I trim/doors/main entrance 36 inches Bathroom/Kitchen watertight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors/Carbon Monoxide Detectors Every level: Every Bedroom: Outside every bedroom area: _ Inter Connected: Bette backup: Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access 1 N.ft..-150 s .ft.vents \ l� VV6 Bathroom Fans if no window Plumbing fixtures Foundation insulation/Insulation Certification ��—Cl; Floor truss,draft stopping finished basement 1,000 sq.ft. C Dv` Emergency ress below grade Gas Furnace shut-off within 30 feet or within line of site Oil Furnace shut-off at entrance to furnace area v C o lJ e Fumace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock underside minimum IN Gypsum Basement stairs dosed rise>4 inches Garage Floor Pitched Garage fireproofing/%hour fire door/door closer Duct work Sealed prop2rly Gas Logo in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan Arc Fault Breaker in Bedrooms Flex Gas Pipe Bondin As Built Septic System/Sewer Dept. Inspection Sticker Site Plan /Variance r uired Flood Plain Certification,if required Okay to issue C I C or C 10 Tern ore ermanent L:16uilding&Codes FormslBuilding&Codesllnspection FormsWesidential Final Inspection Form_revised_100405.doc;Revised January 7,2008;Revised 5126/08 Framing / Firestopping Inspection Rep6rt Office No. (518)761-8256 Date inspection �y Queensbury Building&Code Enforcement Arrive: >.41D a part: a� 742 Bay Road, Queensbury, NY 12804 inspector's Inif NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing I Y N WA COMMENTS: 22"x 30" minimum Jack Studs/Headers Bracing I Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. StairvlleNs 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 Y2 w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side i4 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Fomis-01-Muilding&CodesUnspection Fom sTraming Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report 1 Office No. (518)761-8256 Date Inspectfion,Muest received: Queensbury Building &Code Enforcement Arrive: �7�� am/ part: am/pm 742 Bay Road, Queensbury, NY 12804 Inspectdr's In 1s. NAME: PERMIT LOCATION: o� I INSPECT ON: 'Z TYPE OF STRUCTURE: Y N PI/A COMMENTS: Framing Attic Access 220 x 30" minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Exterior Deck Bracing Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/ w 16 gauge 8 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hoar Fire wail 2, 3, 4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side'A inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling1wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (" 5.7 sf above/below grade 5.0 sf grade LABuilding&Codes Forms-01.1)1Building&CodesUnspection FormsTran-ft Firestopping Inspection Report.doc Revised January 7,2008 Framing / Firestopping Inspection Report Office No.(518) 761-8256 Date Insilectin request received: Queensbury Building&Code Enforcement Arrive: -' am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's itials: NAME: �PERMIT#: LOCATION: W UV wlp* t INSPECT ON: Z TYPE OF STRUCTURE: Y N N/A COMMENTS Framing ��/ r Attic Access 2 "x 30"minimum OK Jack Studs/Headers Bracing/Bridging Joist hangers [ ,p Jack Posts/Main Beams �E 17C�Cv� Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls i Metal Strapping for Notches Top Plate 1 %s w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center I Ice and water shield 24 inches from wall Fire separation 1, 2,3 hour { Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side %inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No.(518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Departq "-?!-�am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspector's Initials:C1-4s) 1771� NAME: PERMIT#: ff `Y LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings iers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. ate n or this purpose on site. Foundation X lallpour e ment in Place Footing Dowels or Keyway in place Foundation Dampproofmg Foundation Waterproofmg Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\Building&Codes FormsWilding&Codes\Inspection FormsWoundation Inspection Report.doc Last printed 12/20/2005 9:24:00 AM i s NO id 12loS34 3 p_,oz = 69/l L/6 M>1 un+�ap �o NN>4 la1i 'ld3a 3�0� M�+ ��—« NO �300w o—o a3aav se/oE/oL d �0 �' 1�l�0`: �, S •oIII `S2IIQ'Illlg 2�l1� - 0 � NV�d load Q3A1303e w sus otld3s � f►n 3O NMQ' 31 „ , N33 p n }o Sapoo 6u;pRRn Oil qm ajuei dwod �rf\IiCiC / Q�YY tlV��l Io - 1�Q�w i Eln uR use uo� I.ti d� oue su2Rd L It 6� L gna�u©o eq ;®u a�; 6u1{ o�puR se p � ,UQl ; t 1N3't LL' dr�l J�Vlul a mWiVd Klo�j t'i'v,A H1dW 0--,2 T � ?13 YTVIC 0-,9 oleo 6UIU07 30`d8 01 _-- Io6 usll nO 40 NM41 i L2 \ •ADO 630( J !R sREdCIIlftB ` T ),8n 3SN33n- 3Q 6CLC o o a I I •191 " 1 � o � s .V 000, i l I � AjolnHS 3 1 �i �No 3-1�\jS ]r�o SMOhS SMUG SNIMd�C '3�dS 0i ONDjooON r Nv,,d AOOb kN 'AwesNMM ----- ZI��2i� S X1110 Z01A I� 1 SIAHS '8 NIS M"A 0iidlS -- siliniin 311S 5 , SECTION B 1: GV SILL STARTER Grandview Betterview Patio Rooms: Studio style SECTIONA/AA: r-OUNDATIONCONNECTION Wind Speed Matrix y GRANDVIEW/BETTERVIEW PATIO ROOM GABLE STUDIO DETAIL F Maximum wind so eeds Tor G V18V able style room usin sim le mullion conslruclion 72's acin Maximum winds eeds for G V1BV studio st le room usin $im le m union construction(72"s acin R 00(Panel ALUM.FLASHING SECTIONK 3l8,,.l.Yp STRUCTURAL STABILITY FROM RACKING Pro'/width z4 22 20 1a is 14 Prp/widtn 2a 2z 20 1a FASTENER LOCATION USE FOR W[NDSPEEDS>IOOMPH 14 MIA NIA 9orso 100/100 flonoo I,cnto 12 ,3onoo t30n10 t3)nto +3pn2o 13on3o ,30�30 1oor�ilo ON GABLE ROOMS ONLY 1 c NIA NIA 90/90 100/100 1f0l1no 11C/110 14 130f100 130n10 1331110 1301120 130l130 ,301130 90790 Nand Speed Pro . Mtn. Bulldin Width Wind Speed Pr'o . hr11n. Building Width 1s MIA NIA 9p190 1001100 „onpo ,lento is ,301,0o 1301110 ,3,J„o t3on20 1301120 Ds DETAIL-SECT]ON G "" ' is NIA NIA 90190 1001100 „on o0 11 u110 DETAIL-SECTION /SE�CT104E EXTERIOR 1/8" X L"X3 5/8"" 90 MPH 10 FT 8'-8" 90 MPH 11 FT 8'-8" la ,3or,00 ,2a,po ,2,n00 ,2pJ,00 ,2onoo ,2onop DS DETAILJ FOR WOOD DECKCONSfUCTION 100 MPH 10 FT 8'13" 100 MPH 11 FT 8'8"ONLY.USE Ir2"-3;•!"PLY\VOID OR - STEEL PLATE 2B MIA NIA 90lNA t00MA 110MA 110rNA USO OVER IS•30LDS FELT P:\PER CAPACITYOFEXISTINGFOUNDATION 3/8"TYP 111) MPH 10FT 9'-4" 110MPH 11FT 101-3' Meximumwtndso ads for GV1BV eblestleroamusingGable oslsarRacewa 72-sacin tdaximum •wintlspeeds lorGVJBVstudiostyleroomusin GableposlsorRacewey(72'specin ) ROofPanel OVERHANG TRANSOM HEIGHT VARIES T 2„ I roREsISTLOADSFROMaAnoRooM '120 MPH '10 FT 9=6" 120 MPH 11 FT 10'-9" Pro width 24 22 20 is t6 14 Projlwidth 24 22 zo is is 1 12 9m90 1ion00 120190 140noo 140nao 1av,10 14 3",6' WERE NOT CONSIDERED IN THIS 1 2 140/1 40 14 a0 1 a)J140 ,a0n q0 t 40J1 40 1401140 ,OOn 10 UPT012" (TYP.CONCRETE) AN4LYSIS ! ! 1301v1PH 10 FT 9'-10" 13010PH Ill FT 11'-6" t4 90J90 „ol,00 ,2aso ,4a„oo „onoo 14tr„o 14 190/140 140/140 14)11 a0 1401140 1401140 1401140 90190 LAGSCREWS SECTI Cl 16 90/90 1101100 120190 1301100 130/100 ,3Cn10 16 1401140 1401140 14)l740 1401„0 1401140 740J140 DS (SEE GENERAL NOTES) 16 90190 1101100 120190 13 Wit 0o 13on 00 13cn 0o t 9 140r140 190f140 14)/t90 140/,00 190l140 fA 01140 DS Wind S eed Pro. Min. Building Width Wind Speed Pro . iVlin. Building Width 20 90/NA 1101NA 12oMA 12WNA 120MA 120,NA HEIGHT EXISTING HOME WALL SECTI C I THRU I VARIES MUST HAVE FULL EMBEDDMENTOF ALL LAGS INTOJOISTSOR BAND BOr\RD, 90 i�1PH 12 FT 8'-11" 90 MPH 13 FT 9'2" Roof Pan el 11on+p t2o/1t0 t3on2o 15on2o non30 17U130 3'/6" SECTIOND/DD SECTIONG AND M UST HAVE FULL EM B EDDM ENT OF ALL TAPCONS INTO CONCRETE 100 MPH 12 FT 8'-11" 100 (APH 13 FT 9'-6" Maximumwinds i,ds for GV/8I ablest le rpm "sin Gable ostsorRasra 9 •sacing) Maximum winds eeds for GViBV studio style room sin abie osts or Ra ewe 6"s acin Roof Panel *T}'P.FASTENERS:?:1PCONS INTO CONCRETE OR LAGS tNTO1VOOD FASTENER CENTERS 1'10 MPH 12 FT 11'-2" 110 MPH 13 FT 12'2" Pro width 24 22 20 18 16 14 ProiAv 24 22 2p to 16 14 3.1b- 3 1/4"PANEL KNEE WALL 12 NIA NIA 100/NA 1oaNA 120INA 13tn0o (HEIGHT VARIES) SECTI D/DD *INTOCONCRETE:90-13OMPHUSEI/4"OX2"TAPCONS-24"O.C. *TOBEUSEDUNDERGABLE&CORNER ' ' ' 14 NIA N/A 1oomA toOMA 12oMA 13c/100 12 1401120 ,eon2o ,a)n2o t,ort2o ,aonzo 4401120 tponlo 120 MPH 12 FT 12-0' 120 MPH 13 FT 13-?" la teon2o 1aon2o 1urt2o ,4on2o 1aon2o „onto so/9p 16 MIA NIA 100MA 100MA 120,NA 13C1100 16 1401120 1401120 1 a7/120 t a0n 20 1 40l1 20 1401,20 DS *INTO WOOD:90-130 MPH USE li4"0X4"LAGS-24"O.C. POST ON GRANDVIEW ONLY 13OiV1PH 12FT 13'-4" 130MPH 13FT 15'd" 18 NIA NIA 1oofNA t00MA 12omA 130110 la ,4or12o 14or,2o 1a)nzo „ouzo 1401120 t4on2o Ds DETAIL-SECTIONA/AA CONCRETE SLAB OR WOOD DECK FOUNDATION DONE BY OTHERS SECTI01 A/AA (SEE GENERAL NOTES) Wind S eed Pro'. Min. Building Width Wind Speed Pro'. iV1in. Building Width -The above charts tabulate the ximum avera average ofthe frame for the Sea flh sroom based on its construction. The indicated values are to be read: Grandview wind speed/Betterview wind s eed. IL 9 P y aluminum skinned panelwilh 1-beamslSeaway's 6'OSB panelwith battens. For a stated wind speed,both he SECTION B2: STEEL PLATES&LAGS 90 MPH 14 FT 9'-7" 90 MPH 15 FT 9'-11" * DETAIL Cl: GV VERTICAL MULLION SECTION C2: GABLE POST -Thelatbovea tab ulatedhw wind peredseare basednd ran a coed roof mbined lateral wanel most an tinIt load &or dvte ticaI load of 5he slated s sf dd ad I + UNDER GV GABLE POST 100 MPH 14 FT 10 4' 100 MPH 15 FT 11 -1 (Dead load is 2.apsf for paneIwei ht and 2.2 sf for as halt shil les P e to 3�psf ground snow load •, SINGLE H-MULLION; 3 1/4"X 3 1/2 2PC. :OS denotes the use of doubles an root panels for either ar6'OSB roof anels DETAIL 63 " 9 P P 9 ) SIDE ELEVATION FRONT ELEVATION „ 110 MPH 14 FT 13- 1 110 MPH 15 FT 14-10 P P F ' 7/8 TYP. A TYP GABLEPOST 3 1/4" •Based on Exposu'e C,1.65 safety factor for lateral loads & 1.95 safety factor for vertical loads ( ) VINYL WINDOW FRAIviE B PANEL 120 MPH 14 FT 15'-1" 120 MPH 15 FT 16'-7" . .......... ..... _ .._....... ._.. x _ _ 1301YIPH 14 FT 17'-3" 130MPH 15 FT 19'-3" Post Spacing q Studio St le Gable SI le Assumes a single span'I B'projection&12"Overhang on studio style roam, DETAIL B3: POST CONNECTION DETAIL J: INTERMEDIATE BEAM - - - - d I I , i Ground Snow Load E uivelants: and a 24'widsi&e s an'IB'n projection able style room. Greater loads maybe z __ __ A _ 6's an 0's an 6's an 8's an g g y POST BRACKET rMFG -- - - --- -- A-•-. - - _ -- A F •.' ra ���plb i NOTE: Mullions j/Headers >: 2- a roof 2- c roof 2. i roof 2• c roof allowable. (BV ONLY) A�UrA. A ���� dd This testing is based on shear diaphragm testing for wind load only Betterview post w!mullions 3T5) 68psf 36psf 99psf 54psf •The above data does not include snow drill&sliding snow load requirements SLIPS INTO POST _ _ _- _ Betterview post T5 68 s( 36 sf •The above data includes a dead load 0f53 r oo A f (See FET test report T227-99 for materials and setup requirements). ) 99 sf 54psf psf,2.8psffor root panels&2.2ps( Internal'amb su ort w/mullions T 68 sf 36 sf for shingles NOM. .080 WALLS „ L • •. _-_ I This table is also based on design wind loads from IBC 2000,exposure 99 sf 54 sfjgq. g ry p ary area of 50 sq.ft,Mean roof H mullions T5) li8ps( 36 sf 99psf 54psf Snow loads have a reduction factor of0.7 for low slope roofs per IBG 2000, rate o C,im ortance factor I,Tribut Grandview post w!mullions(6005T5) 68 sf 36 sf 99 sf 54 sfsection 7.4;assumes a"cold"and norrslippery roof surface. 1 ht.ofT max.Structure is not within a hurricane- rone re on. P,=0.7C,C�CIP);4"TYP.POST SILL STARTER SECTION B1 BB j p Mullions 1 Headers c-header lus av Boat Gv Post avParet GV Pose Bvtaost GV Post nvPost GV Pose Ps roof snow load,CS i.0,Ge=0.9,RA 3/I6"O SILICONE BEAD;TYP , Ce=1.1,I=1.0,P�ground snow load LOCATION of LAG SCREWS, BETTERViEW USES 3 1/4"X 3 I/4"POST",ALSO MUST HAVE FULL EMBEDDMENT of AEI.FASTENERS *20'X 18'MAX.ROOM SIZE FLANKED w/NON-THERv1ALLYBROKEN f'q0 �10Betterview Gable ost w/mullions Tv) +100psf NA 97psf NA +100psf NA +loops( NA •This table only applies to the roof supporting structure. Roo(panel loads DETAiLF * *FASTENER A,USE#8XI-1/4"AT TOP, H-MULLiONS. 4f`�lFASTENERC REFER TO FASTENER SCHEDULE FOR NO. ClBetterview Gable post 0063-T5) +100psf NA 97psf NA +100 evaluated se ar° FASTENER D AM OR 3-1/4" OF REQUIRED FASTENERS FOR WMD SPEED MIDDLE&BOTTOM OF FRAME. *USE CONNECTION OPTION A FOR INTERNAL psi NA +1NA NA p ately. FASTENERA *PRE-DRILL HOLES. Grandview Gable post w!mullions(600rr T5) NA +1 sf NA +100 sf NA +100 sf NA +100 s( •Based on 1.95 safety factor&96"column height POST AND ROOM SIZE CONNECTIONS OR B FOR EXTERNALONLY(6)LAGS CAN BE INSERTED WITHIN *SILICONE ENTIRE PERIMETER OF FRAME AS SHOWN CONNECTIONS 7/8nTYP THE CROSSSECTIONOF THE POST *USE NOVAFLEX 100 SILiCONEOR EQUIVELANT *(A)PRE DRILL,USE#8XI-1/4" U ( ) FASTENERC USE 1/4"STEEL WASHERS UPTO IOOMPHFASI'ENERD ALL ViNYL 1VINDOWS TO BE SILiCONEDSIMILARLY \V/LOW-PROFILE(PANCAKE)HEADC24"OC PRE-DRILL LAG HOLES USING 11/61"0BIT *REFER TO REPORT-SEAWAYOOI:SILICONE BOND *(B)USE#8X5/8"-24"O.C• FASTENER SCHEDULE: SECTIONS B2 & D/DD*FOR GV C 90-100MPH USE(2)#8X5/8"SCREWS. ........._.. . .... ...... . . ... ....... ....... . ......._ .... .... ....EACH SiDE(FASTENER A)FOR GABLE POST. SIZE BEAM PE Gable post La Strews,assumes%"Ox4"lag,SG=A7,Ex _. *FOR BV w 90-I0OMPH,USE(4)#8X5i8"SCREWS EACH SIDE APPLICABLE INSTRUCTIONS 90m h 100m h 1t0m h 120m h 130m h FASTENERA.(4)-#8X5/8",EACHSfDE,FASTENERC *FASTENER B:90 100 MPH USE#SX5/8"C18"O.C. SECTION C3: BV VERTICAL MULLION SECTION C4: GV RACEWAY 1Prw za 22 10 1a 16 1s 1P/w-. 2J 2z 20 Is 16 14 1PAN-. 2a z1 zo 18 lc 1J �P/W-. zJ zz zo 1a is 14 tPlW-. 2A u 20 la 1G 1J * FOR HIGHER WINDS PEEDS,SEE GENERAL NOTES . . 12 3 3 2 2 2 2 12 3 2 2 12 FASTENER B: I ID-130,MPHUSE#8X518"(wl2"O.C. C C *REFER TO FASTENER SCHEDULE FOR FOUNDATION ATTACHMENTS : 5/8" 14 3 3 3 2 2 2 14 3 3 2 1J 3 12 FASTENERC:ALUMINUM BEAM MATERIAL INTERNAL (Typ) � 16 3 3 3 3 2 2 1G 3 3 3 16 3 16 14 18 4 3 3 3 3 2 18 3 3 3 1S 18 16 *FASTENERS GOOD FOR UPT096"POST SPACING *90-100 MPH USE#8X5J8"d IS"O.C. JAMB 20 20 20 *100-130 MPH USE#8X5/8"012"O.C. i4 -A SUPPORT V11t 20 For concrete at 90m h,use 2-'/."Ox2"Ta con EM ME2D For concrete at 100m h,use 2-%"Ox2"Ta con For concrete at 110m h use 3-%"0x2'T con 'For concrete at 120m h,use 3- 'Ox2'Ta con , . *FASTENER D:MICROLAM BEAM AA #8 X 1 1/4"-24"O.C. concrete at 90m h,use 2-/.0x2`Ta con PRE-DRILL HOLE*90-130 MPH USE l/4"0X2"LAGSCREW(ig'I2"o.C. Gable room Corner OSt La SCf(?WS,assumes%;'0x4"la ,SG=.47,E CSECTION K: WALL&PANEL HANGER -� 90m h loom ph 110m 120m h 1PJW-+ 2A 22 20 18 1G 14 1PNV� 24 22 20 18 1G 14 1PNV- 24 22 20 18 16 14 P/W-. 130m h 12 2 2 2 1 1 1 12 2 2 2 12 2J 22 20 18 1G 14 'ATTACH FASTENER.4 TO: _ _ ! 3 22 20 18 160(211086 WALL STUDS a 16"O.C.W/1/4"0 X3"LAGS UP B B 2 12 14 2 2 2 2 2 1 14 2 2 2 14 TO 24'X A 1V/12"OVERHANG FOR 90. 16 2 2 2 2 2 2 1G 2 2 2 1G 2 1i 110 MPH AND/ORSOPSF GROUND SNO\VLOAD. #8X 1-1/4"-18"O.C. C C 18 2 2 2 2 2 2 18 2 2 2 18 2 18 A-- 5/8" 20 20 20 'ATTACH FASTENER 16"O.C. —A PRE-DRILL HOLES #8 X ILL- U U.C. CANT EXCEED 3.4" For concrete at 90m h,use 2-'/."Ox2`Ta con For concrete at 100m h,use 2-/ Ox2"Ta con For concrete at 110m h use 2-'/.'Ox2'T eon `For concrete at 120m ,use 2-W'Ox2"Ta can • , , For concrete at 90m h,use 2-%'0x2'Ta con WALL STUDS IF> 16" .C.W/I!4"0X 3"LA PRE-DRILL OUTER MULLION WALL WITH 7/16"HOLE,FASTEN SCREW AS SHOWN '' To 24'x !a'w!12"ovERtwNc FOR 120- For gable room side wall vertical mullions on 96"spacings(E;:p C),use 2-/;'f�x4"lag screws for 90-120mph and 3-r:"Ox4"lag screws for 130mph 130 MPH AND/OR 65PSF GROUND SNOW LOAD. 3 3/8" *USE CONNECTION OPTION A&B FOR INTERNAL CONNECTIONS OR C FOR EXTERNAL CONNECTIONS Studio room vertical post Lag Screws u to 96"spacing,%"(dx4°lag.SG=.47,Ex C *FOR PROJECTIONS GREATER THAN 14',USEDOIIBLESPAN F CHANNEL '(A&B),(FOLLOW NOTES ON DETAIL) a 120mph 130mph ATTACH FASTIF ENERA&BTO: ph *(C),USE 48X5/8"-24"O.C. IP/W-. 24 22 �20h 18 16 1J 1P/W 2J 22 1020ph 18 16 1J JPJw • 23 22 1120 18 1G 1J ,PIW� 24 12 20 /8 1G 1J )PrW-, 2J 22 20 18 16 1J 130 MPHSTUDS OR 65P F GROUND /DSNO LAGS BETTERVIEW SINGLE MULLION *NO SCREWS/NAILS ARE ALLOWED TO 12 1 2 2 2 2 2 t2 2 2 2 2 2 2 12 2 2 2 2 2 3 12 3 3 3 3 3 3 12 TO 24'X 18'W/12"OVERHANG FOR 90- PROTRUDE INTO RACEWAYC.,VIT}', !30 MPH AND/OR 65PSF GROUNDSNOW LOAD. CENTER VERTICAL SUPPORT I EXCEPT FOR THE SILL STARTER CONNECTION. 12 2 2 2 2 2 1d 2 2 2 2 2 2 U 2 2 3 3 3 3 1J 3 3 3 3 3 3 14 b ;" :,•. B 16 2 2 2 2 2 2 16 2 2 2 2 2 2 16 3 3 3 3 3 3 16 3 3 3 3 3 4 1G 18 2 2 2 2 2 2 18 2 2 2 3 3 3 18 3 3 3 3 3 3 18 3 4 4 4 4 4 18 For concrete at 90m h,use 2-Y.."Ox2•Ta con For concrete at loom h,use 2-'/."0x2"Ta con For concrete at I lOm h,use 2-':"Ox2-Ta con 'For concrete at 120in h,use 2-'/."0z2'Ta con Cr'F concrete at 90m h,use 2-'.:'0x2"Ta con T7 SECTION D: GV CORNER POST SECTION DD: BV CORNER POST SECTION E: 2PC HEAD SUPPORT _WA for GV and ev ;, N/A for By only Achievable for both GV and BV GranolView/Betterview Patio Rooms: Gable style 3 3/8"OUTSIDE CORNER POST GENERAL P(riTES: W/3 v4"SQ.POST INSIDE _ _ _ _- GRANDVIEW/BETTERVIEW PATIO ROOM ROOF DETAILF • • • . DETAIL-SECTION H / „ •-•.• _•. - •- The following items were not considered in the engineering evaluation of the Grandview(GV)/Betterview(BV) ........_. _ _,_, _ ._LOAD ES OF 3" CF/I-BEAM & 6" ROOF SYSTEM sk.CIION If „ 3 1.4 SQ.CORNER POST patio rooms and must be considered for adequate load requirements and any other provisions in LOAD SPAN TABL , 7/8 TYP• 3 3/8" REQUIRED iN ALL CONSTRUCTION Single S an Der] ;3 atlel with I-be.viis Dolable s - -i Des1 3" * 31/4" THERMAL - - - FASTENERA accordance with local building codes. anelwithl-beatttS Panel Length Span Allowable GroiI d Allowable Pastel Length Span Allowable:maurld Allovrable PANEL U-CHANNEL 7/8'TYP. REFER TO DETAIL-SE-CTIONE . . Y . . ' Foundations W/12"ovt+YhdnglLetttgttt Snow Load 31UutdTJ hf4 tv112 over Le DETAIL UIi D DETAILF Concrete Slabs or treated wooden decks p h3ttg ne'th Snow Load T7t7ixtd Uplift .1 . `d '. • Capacity of existing structure to resist loads from patio room LI120 L!1$0 Lt240 LI120 L1120 L/1$C1 L/240 Ll120 SECTION E a• B - REFER TO Design of intermediate beam for double span condition(Detail J) 7' 6' 228 168 126 160 13' (�' 3 SECTION CI TRANSOM HEIGHT VARIES U -- I NOTEGENES AL " $' T 173 120 90 12 t 14' 6.j _i00 249 186 1228 57 sECTIONCI-C4 - -- -- -r--- -- �; 3 3/8 A' A 'W. FOR ROOM 2PC HEAD g ' r OVERHANG SECTIONCi-C4 SECTI NCI EXISTING Z +--�-� 1` - - - TYPE Section Section B3 Studio Room: 9 $ 126 90 67 93 15' 7' 253 207 155 132 UP TO 12" HOUSE at _ _-.___�A ____ 1� SUPPORT All lags screws per ForGVstudio,90-100m use #80/8"screwreachside. ' 1 ---'- F p>> (27 10 9 93 70 52 74 16' 7.5' 216 776 132 103 WALL _ _ SECTION D/DD SECTI 'D/DD { 4th ed.Timber ConstructionMonual For GV slu(lio,110-130mph use(3)-tt8xSB"screws;each side. 111 10' 1 I SEE GENERAL AllT consmusthavehdllthreadembedmentintoconcrete. 72 jr5 42 39 17 S' 188 131 113 83 -------'---r-- --- W FASTENER B aP SECTION SECTION CI-C nV, _ Z NOTES(SECTIONE) 1 ' , C VC4 A W • -1� • - - For BV studio,90-100mph:use postbracket 12 1 i j7 dS 34 48 18 8.3' 165 131 98 76 ` f~ FASTENER B:SINGLE SPAN,90 MPH USE r,8X578"a 24"O.C. FestenerA use #8x5B"screws,each side. 1 1 sEcnoNG --- B_ _____-- -- v, (� 13 12 - 38 27 40 19' 9' 1415 115 S6 64 'FASTENER B:DOL13LESPAN,90-110 RIPH USEg8XSi8";i-24"O.C. SectionBl; FastenerC use(4).H IT'screws,each side. l n1 13' 38 31 23 33 u, 20' 9.5' 131 101 76 54 DETAIL-SECTION •FASTENER D:DOUBLE srnN.120-1)o MPtl USE"tsxs:x~r is~o.c. For Grandview rooms only;use steel plates under gable post comer post if�AA DETAIL B3 D SECTIONA/AA 3 1/4"X 3 1/2" ` windspeedis>IOOmph. Otherwise,use stirtdard1100 steel washer with For studio, use postbracket 15' 14' 32 26 2U 2$ Zl' 10' 118 90 68 46 ' 2PC CORNER POST SECTION Bl POST BRACKET' 3 3/8"OUTSIDE DETAIL F: ROOF PANELS fasteners into slab or deck FestenerA use(�•u8x518"screws,each side. 16' 15' 28 23 17 24 FOUNDATION DEPTH CORNER POST FastenerC use(4)•f18x5/8"screws,each side. (SEE GENERAL NOTES):.� NOM.4"CONCRETE CONCRETE SLAB OR WOOD DECK #8 X 5/8"@ 24"O.C. 1 T' 161 24 20 15 21 �— FRONTELEVATION FOUNDATION DONE BYOTHERS SIDE ELEVATION A;#8 X 5/8"@ 24"O.C.(6 LOCATIONS) WALL HANGER SectionB2&D1DD. (SEE GENERAL NOTES) *FASTENER B,REFER TOFASTENER ORRiDGEBEAMA rn Fasten6lags directly under the post. For 9V studio,l20mph use post bracket 'All loads are n PSF "/III loads are in PSF U u FestenerA use -#8z5/8"screws,each side. SCHEDULE FOR NO.OFREQUiREDLAGS C) z (� * FOR WIND SPEED AND ROOM SIZE. ---- �, ¢ FastenerC use(�•#8x5B"screws,each side.FASTENER B,REFER TO FASTENER * - ° € Seedon Cd: 11 DETAIL B3: GABLE POST CONNECTION DETAIL I: POST HEADER CONNECTION SCHEDULE FOR NO.OF REQUIRED LAGS FASTENER B INTO CONCRETE,REFER TO z ;, S e Span Deli ,6 anal FOR WIND SPEED AND ROOM SiZE. FASTENER SCHEDULE FOR NO.OF REQUIRED r Per NEC 2002,no objects that could chafe a wire,such as screws,nails,or * TAPCONS FOR WIND SPEED AND ROOM SIZE. o •Forthe 13V Raceway,do not insert screw into the center from the inside waR for Panel Length Span Allowable Ground POST BRACKET FASTENER B INTO CONCRETE,REFERTO = j abrasive objects,can protrude into rho raceway cavity. (BV ONLY) FASTENER SCHEDULE FOR NO.OF REQUIRED *FOR BV ONLY,INSERT FASTENER B INTOTHE Q v^ u there's nothing t0 fasten to. overhang brigtli Snow Load(PSF) SLIPS INTO POST TAPCONS FOR WIND SPEED AND ROOM SIZE. 00 N x z w!12 POST BRACKET 1/4"FROM INNER WALL USING U •Requirei fasteners for post spacing upto 96" NOM. .080 WALLS *ONLY(6)LAGS CAN BE INSERTED WITHIN A STEEL WASHER n. a Section E IL/120 Lfl$0 L)240 THE CROSS SECTION OF THE POST * �t Z j: GV Gable post,GV Raceway,or BV snow load post can be used with the 2pc Section B3 Gable Room: 1 ATTACH POST BRACKET TO CORNER POST: SILICONE ti x S' 7 117 104 76 POST USE 1/4"STEEL WASHERS UPTO I OOMPH 0 z O head support for longer spans or greater roof loads. For BV @90.1 lOmph: SILL STARTER FASTENER C,90MPH USE(3)48X1-1/4 EACH SIDE TOP ONLY iYi / @90 MPH USE , FOR 100-1 IOMPH,USE(4)-#8XI-1/4 EACH SIDE M rA Po Gable Post.use intemalpost bracket,Q-#8x518"each side(fastenerC)&(3)-#8x518" 9i 8' 104 Dug 64 PRE-DRILL LAG HOLES USING 11/64"OBIT. ., (4)#8X5/8" *PRE-DRILL LAG HOLES USING l l/64"OBIT. Z Z X Section H&J: each side(fastener A). 1 1 *>I OOMPH USE STEEL PLATES W "a LU �' 10 9 94 77 56 *CORNER POST DOES NOT SIT IN SILL STARTER, o? FASTENERC EACH SIDE .- 2PC N I- _ Size LVL beams per meaufactures s instructions using 19E or beater. Cor nerpost:use internal post bracket, IT IS DIRECTLY FASTENED TO SLAB OR DECK HEADER ¢m O I 90mpN(3)-#8x5l8"each side(fastener C) 11' 10' $3 64 46 ° ° FASTENERA >90 MPH USE . (6)#8X5/8" *ONLY(6)LAGS CAN BE INSERTED WITHIN _-_ ---- 100-110tuph,(4)-#80/8"each side(fastener C) 12' it, 76 56 40 THE CROSS SECTION OF THE POST __ ____ • Detail Studio Room: 13' 12' 69 47 33 `�� 7/8"(Typ) EACH SIDE For studio room using 3"or6"panels,use the following number of%"O screws For GV 9)-130mph: FASTENER A (2)#8X5/8"SCREWS to ettaehroofuanel. Each I-beamor batten has(2)-#8x5/8'"screws connecting Gable Past;(3).#8x518",each side 14' 13' 63 41 29 *FOR GV rii 90-13oMPH USE: it to the header or beam.Overhang is 12 Cornerpost:(2)-#8xSB",each side 15, 14' CJ7 -J 24 (� !.� rr GABLE POST:(3)48X5/8"EACH SiDE FASTENERA • DetaH F Gable Room- 16' 15' S0 31 21 (� REVISION NOTES: Single Span: Double Span: Double Span: i CORNER POST:(2)#8X5J8"EACH SIDE FASTENERA s o SECTION G: HOUSE U-CHANNEL For gable room using or panels,use the following number of screws to 1T 16' 43 27 1.. �, i ! *FOR BV cu 90-1IOMPHUSE: REV A-C:WORK PRIOR TO ENGINEERING APPROVAL Header; Header; Intermediate Beam; 9 GABLE POST:USE INTERNAL POST BRACKET,(3)#8X5/8"EACH SIDE TYP.EXISTING HONE WALL attach roof anet to header. Each[-beam has 48x5/8"connecting itto the header. * !;: ' . "' Y 90mph-1/panel 90mph-0lpanel 40mph-llpanel p �- B �II �OS�C 4' CONCRETE OR WOOD REV D:SECTION B2,REDUCED SIZE OF STEEL PLATES are n PSF , FASTENER A& (3)48X5/8"EACH SIDE FASTENERC FOR CORNER POST SEE SECTION DD POST SPACING.REVISED TABLE FOR STUDl06'SPAN 11UOmph-V},anel 100-120mph-1/panel l0(Jmph-l/panel Ovethangts 12". )m I10mph 2/panel 130mph-2/panel ILOmph-2/panel i()?"/ 1 (1� + E 1� r t`j8 3i.1RY *REFER TO FASTENER SCHEDULE FOR FOUNDATION ATTACHMENTS SIDING REV E:SECTION H,CORRECTED QTY.TYPO FOR LAGS;31NSTEADOF6 120mph 2/panel 120mph-2/panel 9Umph-1/panel 0U1L[31i 0 �F *FOR OTHER SPEEDS SEE GENERAL NOTES FOR GABLE ROOM. SHEATHING: A - POST SPACING COMMENTS.REMOVED65 PSFSNOW LOAD LIMITATION 100mph-1/panel FOAM/FELT/TYVEK 130mph-3lpanel 130mph-3/panel OSB/PLYWOOD REV F:IN GENERAL NOTES,CORRECTED TYPO IN DETAIL F-STUDIO,DBL SPAN;90TO 130 110trlph-1lp anel DETAIL [I: H-MULLION HEADERCONNECTiON SECTION H: RIDGE BEAM CONNECTION SINGLE/DOUBLE STUD RE FLECTRESULTSFROMSUPPLIMENTARYTESTiNGTHATALLOW REMOVAL OFGVL-BRACKETS 120mph-2lpanel NOi'S; (DETAIL 1i&DETAIL CI) 130mph-2/panel The bove data for 3"panels does not consider shear creep. . The Rove data for 6"panels does consider shear creep. CAPACITY PATIO OONI WE For4uble span conditions refer to building code compliance drawing"detail 1".Design load to be determined by mto. *SINGLE H-MULLION CONSTRUCTION ONLY;90MPH WALL TO RESIST LOADS A - REV G:ADDED WIND UPLIFT TO PANEL SPAN TABLES,MODIFIE•DWIND SPEEDMATRIX LVL RIDGE BEAM FROM PATIO ROOM WERE NOT of mi.rolam brims. *G'X 18' A ONLY CONSIDERED IN THISANALYSIS *20'x 1 x'MAX.ROOM SIZE (/4"(%3 X 2" LAG SCREW SIZE BEAM PER MFG. Allo able ground snow bads have a reduction factor of 0.7 for low slope roofs per IBC 2000.section 7.4.assumes a"cold" 113"O.C. APPLICABLE INSTRUC'INS and mn-slippery roof surface. WOOD STRIP ALL EXPOSED SCRFACES (PITCH ANGLE) TYPICAL CONNECTIONS(FASTENER A): Ps=07CSCeCtIPg TO BE COVERED WITH •SHEATHING NOT PERMITTED BTWN.CI1.\NNEL AND STUD t Ps=rorfsnow load,Cs=LO,Ce=0.9,Ct=I.1,1=1.0,Pg=ground snow load HOLLOW MULLIIONINS(DE COIL STOCK ALUM. `TWO 12OOC`INT ROWS OO DOUBLE wALLS'IUU. ,\'te.\tt4�[I�t rrrrlrrr�' t _:` or(The c ernve al oota f coverincsusucln snow drill load or sliding snow requirement. a R - t . g s ashphalt shingles,subtract 3 f from allowable round snow loads. Ps g a, 3'�`\ •Alooable round snow loads controlled b eithershear,bending ordeflection. DETAIL Ci •• - IF ONLY ONE WALL STUD IS AVAILABLE S., :\ 1 [) n a - o, g y I I - DO SINGLE ROW(u36"O.C. " • *TWO ROWSOF U4"0 X 1.5"TAPCONSC"'12"O.C. I l__ — -- PANEL N J - . , INTO CONCRETE OR BRICK WALL � HANGER PANEL CAP 0. :t'; C (1 3 3/8"O X 3" I , ,-, is 0 F Revisions: Item: Classification: Model: Model: Sheet I -- O i:O. i) 'I r 05102/05;Rev G r Patio rooms Alum/Van I GrandView BetlerVir w i Of 1 " DETAILCI LAGS,90-130 MPH 1 �f 1 Code Compliance Packet BOTH SIDES _ �A � +{ r .� `�� *1VINDOW FRAME IS SILICONED AROUND PERIMETER,SEE DETAIL CI SECTIONC2/C4 / ; \ \ R ttr$ / (f *USE NOVAFLEX too SIL[CONE OREQUIVELANT GABLE r r R I ' *REFER TOREPORT-SEAWAYOOI:SILICONE BOND , � � Drawn Date: Ede, East syly Street POST '� I , a�'� �^ -- r1�t�i�- � t � (� by:!+ t .•, E {s Zl-0 CADZ D"G SERVICE 2/20/00 Erie,Pennsylvania 16510 kC GC� u f 4 Y � �'�±�// Phone:(814)898-2255 ��� Fax:(814)899-5556 sell Scale: Monufocturing Corp, seawaymfg.com N.T.S.