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2007-673 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. P20070673 Date Issued: Friday, January 04, 2008 This is to certify that work requested to be done as shown by Permit Number P20070673 has been completed. Tax Map Number. 523400-296-008-0001-012-00 1-0000 Location: 59 WAVERLY P1 Owner. PAUL & REBECCA PREUSS Applicant: PAUL & REBECCA PREUSS This structure maybe occupied as a: Porch & Deck 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, �1 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: P20070673 Application Number: A20070673 Tax Map No: 523400-296-008-0001-012-001-0000 Permission is hereby granted to: PAUL& REBECCA PREUSS For property located at: 59 WAVERLY PI 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. Type of Construction Value Owner Address: PAUL&REBECCA PREUSS Porch&Deck $19,000.00 59 WAVERLY PI QUEENSBURY, NY 12804-0000 Total value $19,000.00 Contractor or Builder's Name/Address Electrical Inspection Agency GREAT AMERICAN AWNING&PATIO 43 ROUND LAKE Rd BALLSTON LAKE, NY 12019-0000 Plans &Specifications 2007-673 192 sq ft porch & 96 sq ft deck $40.00 PERMIT FEE PAID- THIS PERMIT EXPIRES: Thursday,November 06, 2008 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the Town of Queensbum, Tuesday, November 06, 2007 SIGNED BY � : ° for the Town of Queensbury. Director of Building (/Code orcement rrr r r ----- r-.rrr------------------ - rr�.rrrrr-- rr.rrr.rrr, OFFICE'USE'ONLY + TAX MAP NO. / c PERMIT NO. 6 + -- - __ , FEE PAID + r + BLDG. &CODES APPROVAL ..................... .....------------------ ACCESSORY STRUCTURE BUILDING PERMIT APPLICATION 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. /\l OWNER: rr�I L ��U S S / INSTALLER/BUILDER: LOU ADDRESS: �1✓CRLI �LL hf ADDRESS: ACC �,G y PHONE NOS. -J -/�'J �� C, - _ S — ^_ PHONE NOS._ _ 8/ �-3(K� LOCATION OF PROPERTY: L SUBDIVISION NAME: LOCATION OF PROPOSED CONSTRUCTION AND/OR INSTALLATION: ESTIMATED COST OF CONSTRUCTION: $1TOU0 ANY OTHER ACCESSORY STRUCTURES ON PROPERTY? IF YES,PLEASE LIST: CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: L �� PHONE:_ PROPOSED CONSTRUCTION 1'FLOOR 2"D FLOOR TOTAL PRO POSED SQ.FT SO.FT SQ.FT FT.&IN. OPEN PORCH DECK 3 SEASON,COVERED OR ENCLOSED PORCH' BOATHOUSE 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, QUESTIONS? CALL 761-8256 OR EMAIL showing actual location of all new construction. codes(aD-gueensbury.net I have read to the above. VISIT OUR WEBSITE FOR MORE INFORMATION www.queensburV.net Signed Dated:�c�� Nameffitle(Printed) Town of Queensbury - Con/nn/nity Development Qfice • 742 Bay Road, Queensbury, NY 12804 Queensbury Building & Code Enforcement - Residential Fi Inspection Office No. (518)761-8256 `/ Arrive �am/pM -tDepe }` am/pm Date Inspection request received: '+�`6 _ Inspector's Initials: 2 NAME: t_ 5 PERMIT#: O0—�&�J LOCATION: DATE: Tyr ,C Gam• 3 TYPE OF STRUCTURE: 4 n K WA, Comments Yes No N/A 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 Complete/Exterior Finish Complete Platform at all exterior doors Guards at stairs,decks,patios 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 Interior Handrails @ stairs 2 or more risers Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/regulator 18 inches above grade Interior privacy/trim/doors/main entrance 36 inches Bathroom/Kitchen water-tight Safety glazing/Window in stairwells safety glazing Interior Smoke Detectors: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s .ft.-150 s . ft.vents Bathroom Fans,if no window Plumbing fixtures insulation Floor truss,draft stopping finished basement 1,000 s .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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Tern 110 Enclosed Stairs Sheetrock Underside minimum''/z"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/4 hour fire door/door closer Duct work Sealed properly Gas Logs in Sealed or Glass Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required ` Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent] L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc w Queensbury Building & Code Enforcement - Residential Final Inspection t, Office No. (518)761-8256 ( Arrive: �'-�am/pm Depart: am/pm�� Date Inspection request received: [ Inspector's Initials:-) NAME: �- e�� J PERMIT#: C ( LOCATION: 124P DATE: TYPE OF STRUCTURE: Com is Yes No N/A ----�,°��les 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 Complete/Exterior Finish Complete Fr ems-t,)C-:� V7( Platform at all exterior doors Guards at stairs,decks,patios more than 30 inches above grade Guard at stairwell at 34 inches or more Guard at deck,porches 36 inches or more �G Handrail Termination at Newell Post or Wall �b !A) Interior/Exterior Railings 34 inches to 38 inches Interior Handrails @ stairs 2 or more risers �J Grade away from foundation 6 inches with 10 feet 6 inch clearance to sill plate Gas Valve shut-off exposed/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: Every level: Every Bedroom: Outside every bedroom area: Inter Connected: Battery backup: Carbon Monoxide Detector Attic access 30 inches x 22 inches x 30 inches(height)in accessible area Crawl Spaces 18 inch x 24 inch access, 1 s . ft.-150 s .ft.vents Bathroom Fans,if no window Plumbing fixtures Foundation insulation Floor truss,draft stopping finished basement 1,000 s . 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 Furnace/Hot Water Heater operating Low water shut-off boiler Relief Valves installed/Heat Trap/Water Temp 110 Enclosed Stairs Sheetrock Underside minimum%"Gypsum Basement stairs closed rise>4 inches Garage Floor Pitched Garage fireproofing/3/a hour fire door/door closer Duct work Sealed pro erly Gas Logs in Sealed or Gldss Enclosure Final Electrical Final Survey Plot Plan As Built Septic System/Sewer Dept.Inspection Sticker Site Plan /Variance required Flood Plain Certification,if required Okay to issue C/C or C/O[Temporary/Permanent L:\Building&Codes Forms\Building&Codes\Inspection Forms\Residential Final Inspection Form revised 100405.doc DEC-21-2007 02:40P FROM:BREAT-AMERICAN AWNIN 18002383255 TO:7454437 WORK REQUEST i CLIENT: 4r 3!n l ADDRESS: Of Northeastern New Irk,Inc. DATE: 4 Phillip Drive Malta, NY 12020 PHONE: Phone: 518-330-7631 Fax: 518-330-7631 CONTACT: TYPE OF PROJECT QTY CATEGORY GALV BLACK FIXED H AD) 14 EXT SKETCH OF WORKSITE ^eV) A4..k- MAPPING OF POST ROTARY GEARBOX OMS 125 CMS 200 OMS250 A 50 NUM# PSI CAPACITY DEPT HAMMER SINK d0 I AW SIGNATURE OF INSTALLER: CUSTOMERS SIGNATURE, 3 -Mlq�'- Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Ins ecti equest received: - l�D7 Queensbury Building&Code Enforcement Arrive: am/ epa : a pm 742 Bay Road, Queensbury,NY 12804 Inspecto 's Initials: NAME: 2 e U S PERMIT#: LOCATION: INSPECT ON: (�7 TYPE OF STRUCTURE: Y= N N/A COMMENTS Framing 4 Attic Access 22"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. f�0�'(➢� ��(�'�(� d Stairwells 36 in. or more Headroom 6 ft. 8 in. Yc-- Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 `/z 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 '`/2 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 1�j - /CAA Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Insp.pction equest received: ZKfi7 �Queensbury Building&Code Enforcement Arrive: _6' am/p Depart: anVprA 742 Bay Road,Queensbury,NY 12804 Inspector's Initials�� - NAME: c vS .� PERMIT#: 7, LOCATION. INSPECT ON: I' Z- TYPE OF STRUCTURE: Y N N/A COMMENTS raming Y r �"5 Attic Access 22"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 Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/z 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 i/z 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 P i /G �E�►-t�Jb � 16�i �C�1a%/T s G RAN DV1 EW 16 GABLE �o/-4f ° pill f`T" PANEL CAP H CHANNEL 7r .66 Or TV X 561/4" I { FIXED LITE 17 7/&'. G-16-WGA KNEEWALL SILL SILL STARTER 192" CORNER POST U-CHANNEL I I❑I I ]pJ CORNER COVER GABLE POST H CHANNEL r '73 t GRANDVIEW 12' PROJECTIONS H CHANNEL G-12-PSA 96" 72 x 581J4" 68 x 561/4" 83114" FSNEEWALL SILL SILL STARTER 144 3J8" CORNER COVER CORNER POST �l L U CHANNEL H CHANNEL U CHANNEL LeF f ELr- 4:47 oN P - 07-6 GRANDVIEW 12' PROJECTIONS „rl rrd';�h,AJ,bP,;14��r -� H CHANNEL G-12-PSA 96" 72 x 56114" 88 x 58.1/4" 83114" kNEEWALL SILL SILL STARTER 144 3/8" CORNER COVER n f T CORNER POSE Ll 1 U CHANNEL H CHANNEL U CHANNEL MAP REFERENCE: WAVERLY PLACE SUBDIVISION DATED AUGUST 24, 2000 LAST REVISED JANUARY 19, 2001 BY VAN DUSEN & STEVES 11[ACNETIC LAND SURVEYORS, LLC 27 2 �'5 S4°F 6.58 � D � m 26 47 i 6 / NJ / = 28 / r U 8,283.15 sq.ft. ) / 0.19 acres f 29 ❑ Ir 0 WAV .EpL ?S $� Y I HEREBY CERTIFY THAT THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY. THIS CERTIFICATION SHALL RUN ONLY TO THE PERSONS FOR WHOM THE SURVEY WAS PREPARED. AND ON THEIR BEHALF TO THE TITLE COMPANY. GOVERNMENTAL AGENCY AND LENDING INSTITUTION LISTED HEREON. \ CERTIFICATIONS ARE NOT TRANSFERABLE TO ADDITIONAL ` INSTITUTIONS OR SUBSEQUENT OWNERS. CERTIFIED TOB PAUL G. PREU55 REBECCA M. PREUSS CHARTER ONE BANK. F.S.B.. ITS 5UCCESSORS AND/OR ASSIGNS COMMON WE LAW 'TITLE INSURANCE COMPANY `�� `�' CERTIFIEDEi�k�,w s� MATTHEIN��', 5 �LS:`LL5 NY5 50139 DATED DUNE 18. 2002 a� DU s ate N 1 , -02 'UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY �f[� _ NM BEARING A IJ"72 9,S SURVEYORS SEAL IS A Map of a Survey made for Scate 1,=20, /V1C/V� VIOLATION OF SECT"7208,S11B-gN51p1 2.OF THE NEW YORK STALE EDUCATION LAW,' ONLY COMM MOM m ORNGINAL OF THIS&,KM MAIL—�Iteves SEX S v U AN o ONSIDI RE T wv VIAanvRy 1�`\J SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPES' `_ *CERTIFICATIONS INDICATED ORLHEREON SIGNIFY THAT P AU L G. & R E B E C C A M. P R E U S S THIS SURVEY WAS PREPARED IN ACCORDANCE WITH THE Land Surveyors , LLC Ely THE CODE R PRACTICE STATA FOR LAND SURVEYORS IADOPTEDAL BY THE NEW YOPo(STATE ASSOCIATION OF PROFESSIONAI. LAND SURVEYORS.SAID CERMF'CATIONS SHALL RUN ONLY TO THE PERSON FOR RHCN THE SURVEY 15 PREPARED.AND ON HIS BEHALF TO THE TITLE COMPANY,GOVERNMENTAL SHEET I OF 1 169 Haviland Road Queensbur AGENCY AND LENDING INSTITUITION USTED HEREON•AND yy, New York Town of 12804 TOT--GNIZSOfTMUbaNGMSTITUTION Queellsbury, Warren Count , New York 1 7/OS/02 TITLE INS. COMPANY 518 792-8474 New York Lic. No. 50135. Michaels NO. DATE DESCRIPTION DWG. NO. 99312-28 GEN�L NOTEh __-_____ A l TriE ARCHITECT HAS NOT 69EN RETAtIlM TO 086MM GONSMICnON AND A4811MM No"OF ON61BUTY FOR ' UNA YED FIELD fS1YLiE6 oR MATERIAL ' adN OR SAFETY{'�Jf'2M16 CONSTRUCTION. I 1 9068 SLIDER THIS DRAWI++6 w•oR TH¢GONe�ds pILYONE GREAT AMERICAN STRUCTURE 1 SOLID SUPPORT sTRucTURa ArrD sE wwt T1118 PROVIDE MINIMUM , IN WALL FOR RIDGE BEAM DRAo1+N6 MAY TD OBTAIN A BUIIDRItY TRIPLE 9-I/2" LVL PERMIT Lwum IT ogmr*g*r t oRIGMAI.'dW aw: EXISTING ONE- EXISTING AND 61GNATIaeE of SHE ARCHITNCT as AeiOeMao aNcs EXISTING HOUSE ABOVE TO CARRY WITH SECTION 70M OF TM NY$EDUCATION UIrl. EXTERIOR WALL EXISTING 2X8 P.T. RIDGE BEAM 1 STORY DWELLINGDMGN 2X6 JOISTS ® l6" O.C. 1 DATA. JOISTS * 12" O.C. + .CND.SNOW LOs&./6 P6F .6E1617C iIN6N CAT,C .FROST DEPTH)42 60HEO .MOOR 1+hf*40 r1 PREW-PTME SOR BEARING PIKE-31000 FW SUPFORT syW W MUST EXTEND TO UNDISWMW SOIL 3-2X8 BEAM 0 }�-INCREASE I-2X8 TO; INCREASE 1-2X8 *�r :�ffm Plaea•IF sPEUF+m u6E a'°oo PSI EXISTING 6X6 POST �'; 4-2X8 (FLUSH) 6 ' �nr+cTURAL DECK UXVM a�=Pwn+ne _ TO 4-2X8 (FLUSH) +I+ ° O 1I' ' N Z I 2-9 1/2" LYL '�' THIS D8E1�11 w obG.'I F� te'T ORA 6uPPo sll 10 •° ' i I -4 I I C Wr lUOED IN A F+oM�•A. 11 It1 co .� RIDGE BEAM ' ' IN6T pTHER6. THE•uPT"GRT STRUCTURE pae 4'-0" 'I i tx`+ , I'1E—OUTLINE OF ' X 16' HAS SIGNED USING THE CRlhtlA FROM EXISTING CONC. PIER ' APPIKABLS Pte,,,,L N6 d THE RMIDFJITWL coDE + +� ' I GREAT AM ICAN ROOM Neu Y.srATL I , O I QJREPLACE EXISTING + + 1 SHOWN DA ED I DECKING WITH 3/4" , THE TEGM40POST Ptea Ms•1. PLYWOOD OR OSB ' ' _ d�oN AST ON6. THE I I N'tTLR1{6 NOT 1N *V&"! C 4 OFp� SU13FLOOR I + RES DENTIAL COOSMAY EXISTING FOUNDATION WALL TECHNO-POST i 1+ 1 i, GEC M ACCEPTED RE6 Ifllov1 E O N NOTE. INSTALL I LID SEG110N um°F 111E REsplMTIAL CODE aF NBY EXISTING 6X6 POST I EXISTING 2-2XI 2X8 BLOCKING ETWEEN Yam[� ON CONCRETE PIER , + sue+oN THE ORAMOM WOW (CONTRACTOR VERIFY I BEAM INCREASE I CANTILEVERED',2XS JOISTS er o AND wwasE CWOC M ' ' ClIORE CpISTAjcT+ON BEGWs. SECTION A DEPTH) To 3-2X10 ` - — - _ ' -- + ALL MA1T9lIAL4 MUST t!!IN6TALlM IN�,Y'.ORDYd 4- - -- -I--- - _ - WITH MANUFACTLam o M6TRUCTtON6 MOME rt-r - - —- — r O APPLIGA L& NO SCALE ' ' ' l ' I III I cv 1---- ----------+------ ----------------- -----� W. mcw SCOTT RELOCATED I � ARCN1=T EXISTING 3-2X8 P.T.1 BEAM , , , RELOCATEDI 3 wC�vi®u WAY STAIRWAY , I I I r + I � EXISTING NY YlUB STAIRWAY 1 1 I 1 NOTES (6DJ 4,Z4-3f91 1 I I I I I I I I 1 _ ' ' ' sin�Flf rweoltNls.AsoOm I I i I 1 I 1 1 TECWNO-PbST PIER x + 1 I r I. GREAT AMERIGAN PATIO ROOM DESIGN !S NOT INCLUDED (TYPICAL) 13 1 I 1 1 ON THIS CONSTRUCTION DOCUMENT BUT SUCH INFORMATION _ _ _ GREAT AMER�AN MUST BE SUBMITTED BY OTHERS IN CONNECTION WITH A BUILDING PIER/POST LOADS a-2Xs P.T. BEAM AWNINCs AND PATIO RO�1'"18 I APPLICATION. ' � '- �1J' ROB .A� KE ROAD 3,480 A - • I 2. FROST LINE DEPTH MAY VARY BY LOCAL JURISDICTION - '-Q" i I2'-0t1 Z O tl lIAI.LBTOht LAKIL !lW Yam'K f2019 (5r�MM!-Z301O CONSULT WITH CODE OFFICIAL. B _ 1,440 r 1 I WES SIT1Es egmetmrr'iCiRAAA 3. ALL LUMBER TO BE PRESSURE TREATED UNLESS OTHERWISE 1 ' 161-Olt r-'+FaoJEcT >.ocaTloH: NOTED. r 1 pp4k"WANNDENCE 4. NO STAIRWAY TO GRADE 16 REOUIRED. DECK SUPPORT PLAN >�v RLY GLACE TOtlJN OF GAISIENSDURY 2X6 OVERFRAMING `_----_-- A NO SCALE 2 - 9 1/2" LVL — ---------,a y �,�� ROY f GREAT AMERICA i STRUCTURE 815 ��V~ i EXISTING DWELLING -----�- 'PRAWN 9Y: WR SCOTT SCAL16 NOTED EXISTING POST iE—TECHNO-POST DATE: i0/2?J701D1 AND PIER SUPPORT ELEVATIONS ORAWINtSs NO. NO SCALE r ' SECTION A/AA: FOUNDATION CONNECTION SECTION B1: GV SILL STARTER Wind Speed Matrix GRANDVIEW /BETTERV IEW PATIO ROOM GABLE STUDIO Oran dview/Betterview Patio Rooms. tudio Style Maxim um winds Peads for G Via Vclable stle ro Om usina sim le mullion construction 72"satin Maximum wlndsa ds for GVJBV studio stle room usn sim le mullion co n•_l ruction(72•sacin Roof Panel DETAILF I STRUCTURAL STABILITY FROM RACKING PrD,widtn z4 22 zo 1s is to Pro /width 2d 2z 20 18 16 1 14 3'113 ALUM.FLASHING SECTION 3/8"TYP. USE FOR WINDSPEEDS>100MPH -- - . .... 12 N/A NJA 90190 1o0„00 ItOn00 ,1C1110 12 ,301100 130n10 ,3)J,10 1301120 ,301130 7301130 ,001110 FASTENER LOCATION ON GABLE ROOMS ONLY Wind Speed Pro , Min. Buildin Width Vdind S eed Pra . 14 N,A N!A 90I90 t00n00 1fOn00 „C7110 14 1301100 1301110 1331110 1301120 130/130 130,130 9o190 Min. Buildin %/l/Idth 16 1t 1A N/A 90f90 1001100 110n00 11 U110 16 130/100 13 Oil 10 1371110 1301120 1307120 f30if 20 DS 1/8" X l"X 3 S/8"" 90 MPH 10 FT 8'8" 90 MPH 11 FT 8'8' 18 NJA Nl.4 90790 700n00 110n00 11(f1,0 16 t301100 ,201100 12)1100 1201100 720n00 1201100 DS DETAIL-SECTIONG DETAIL-SECT[ONK SECTIONS / EXTERIOR DETAIL! FOR WOOD DECK CONSr UCTION STEEL PLATE 100 MPH 10 FT 8'-8" '100 MPH 11 FT 8'-8" zo N''° NIA 90/NA 100MA „D1NA „ULNA ONLY.USE 1,2"•314"PLYWOOD OIi OSO OVER 15-30 LOS FELT PAPER 3/8"TVP 110 MPH 10 FT 9'-�1" 110 MPH -11 FT 10'-3" Maximum wind speeds for GWEIgable-style room using Gable Posts or Raceway 72"s acin Maximum wind speeds for G VfBV studio style room using Gable poste or Race way(72"spacing) Roof Panel CAPACITY OF EXISTINGFOUNDATION �> 120 MPH 10 FT 9 6" '120 MPH '1'1 FT 10 9" Pro th 24 22 20 is 16 14 Pro ifw id th 24 z2 20 18 16 14 TO RESIST LOADS FROM PATIO ROOM ' ' 3"16"2" WERE NOT CONSIDERED 7N TNIS 1,, 12 90r90 11 Dn OD 120r90 1401100 14011 OD 14Cr,10 12 140/140 1401140 14711a0 14011 a0 1401140 1a01140 t00r110 OVERHANG TRANSOM HEIGHT VARIES CONCRETE) ANALYSIS I 1 11 30MPH 10 FT 9'-10" 1301v1PH 11 FT 11'-V" 14 90/90 ,toil 00 120190 1aol,00 ,4on oo ,ac/„o 14 1ao71 ao 1401170 1471140 140114o 14nil0Jl 40 ,aonzo 00111 UP TO 12 16 90,90 1101100 120190 1301100 ,ion00 13Cr110 16 140r140 140n40 14)1740 1401100 1401140 1401140 DS LAG SCREWS SECTI CI (SEE GENERAL NOTES) I 18 90190 11 Off 00 120190 1301,00 13on00 13C/1 00 18 1401140 1401140 14)r140 140r1 z0 1901,40 ,4onao Ds Wind Speed Pro . Min. BuildingWidth Wind Speed Pro . Min. BuildingWidth 20 901NA 1,OINA 120INA 120MA 120114A 120INA HEIGHT EXISTING HOME WALL SECTI CITHRU I 90 MPH '12 FT 8'-11" 90 MPH '13 FT f9l'-f2^" Roof Panel 110/110 12011,0 1301120 1501120 170n30 17CA30 VARIES MUST HAVE FULL EMBEDD�IENT OF ALL LAGS INTO JOISTS OR BAND BOARD, 1OO MPH I2 FT 8'-11 ' 100 t''11PH 13 FT 9'6" Maximum"Intl s eeds for 0ViaV able st le room .7sin Gable arts orRacewa f96"s acin Maximum wilds eeds tore V,Bv studio st le room urn Gable arts or Racewa 36"s can Roof Panel AND MUST HAVE PULL E\1BEDDMENTOFALLTAPCONSINTOCONCRETE Pro'/width 24 22 20 18 16 i4 Pro'/width 24 22 20 1R 16 14 3"6" SECT(OND/DD SECTIONG FASTENER CENTERS I 1'10 MPH 12 FT '11'-2" '1'10 MPH '13 FT 12'-2" 1z NIA NrA ,00lNA ,00mlA ,z16 ,3u,00 i2 ,aonzo ,a22 ,aonzo ,aD13 ,4Or,zo Uo„zO ,3'/G *T1'P.FASTENERS:T;\PCONSINTOCONCRETLORLr\GS[NTOIVOOD 14 NIA N;A t007NA t00MA 1201NA ,3u,00 14 1401120 140J,2o ,a7112o ,4on2o ,4on2o ,4o„zo 9or90 3 1/4"PANEL KNEE WALL TO BE USED UNDER GABLE&CORNER 120 MPH -12 FT 12'-0" 120 (''IIPH 13 FT 13'-7" (HEIGHT SECTI D/DD •iNTOCONCRETE:90-130MPHUSEI/4"0X2"TAPCONS-24"O.C. * 16 NIA N/A 100INA loomlA 12DJNA I3CY,00 16 1401120 ,aonzo ,4)n2o 14onzo ,aonzo I 1aon2o DS INTO WOOD:90-130 MPH USE 14'OX4"LAGS-24"O.C. POST ONGRANDVIEWONLY 130fv1PH 12FT 13'-4" 130MPH 13FT 15'4" IB NO NIA 100lNA t00MA 120,NA 13(1100 18 14Onz0 ,4onzo ,a)n20 loon20 ,4onzo 14on2D Ds CONCRETE SLAB OR WOOD DECK 20 NfA NJA 100JNA f00MA 1201NA 130fNA DETAIL-SECTIONA/AA FOUNDATSEEGENEBYOTiiGRS SECTIOi A/AA r , -The above charts labulale the safe windspeed of the frame of the room based on its construction. The indicated values are to be read: Grandview wind speed/Betterview wind speed. (SEE GENERAL NOTES) VV nd S Prvj. uildin 1Nnd S Proj. wild n /6" denotes the maximum average windspeed for the Seaway's 3"aluminum skinned panel with 1-beams/Seaway's 6"OSB panelwith battens. For a stated windspeed,both the i eed ivlin. f3 Ubldth i eed Iv1in. B i UVidth •3" SECTION B2: STEEL PLATL-S&LAGS 90 MPH 14 FT 9'-7" 90 MPH 15 FT 9'-11" tabulated values for the room frame and desired roof panel must meet or exceed the stated windspeed. -The above tabulated wind speeds are based on a combined lateralwind load &vertical load of 5psf dead load +35psf ground snow load UNDER GV GABLE POST DETAIL C1: GV VERTICAL MULLION SECTION C2: GABLE POST 100 MPH 14 FT 10'-4" 100 Iv1PH 15 FT 11-1' (Dead load is 2.8psf for panelweight and 2.2psf for asphalt shingles) -DS denotes the use of double span roof panels for either3" orb' OSB roof Panels r.• 0ETAIL83 SiNGLEH-MULLION;90MPHONLY 3 I/4"X3 1/2"2PC. 1101v1PH 1d FT 13'-1" 1101v1PH 15 FT 14'0' Based on Exposu e C 1.65 safety factor for lateral loads,& 1.95 safety factor forvertical loads SiDE ELEVATION FRONT ELEVATION 7/8"TYP. A(TYP) W I GABLE POST 3 1/4" 1120 MPH 14 FT 15'-1" 120 MPH 15 FT 16'-7" T— B B PANEL 1301YIPH 14 FT 17'-3" 130MPH 15 FT 19'-3" Post Spacing < , Ground Snow Load Equivelall Studio St le Gable SI le •Assumes a single span 18'projection&12"overhang,on studio Style roorn, A I t 6's an 8's an 6's an 8's an and a24'width S.12`overhang on gable style room. Greater loads maybe DETAIL B3: POST CONNECTION DETAIL J: INTERMEDIATE BEAM -- - - - - - - -- -- _ - -_ -- A- �. / i Mullions /Headers-: allowable, NOTE: 1 2- a roof 2- c roof 2. c root 2- a roof POST BRACKET EAM A- - - - - - A - ' Betterview post w/mullions(6063-T5) 68psf 36Psf 99psf 64 sf -The above data does not include snow drift&sliding snow load requirements 11 B X SE This testing is based on shear diaphragm testing for wind load only P g 9 (BV ONLY) �M. W - - A d� Betterview post 63-T5 68 sf '6 sf 99 P -The above data includes a dead Toad of6 sf,2.8 sf for roof a p * AL o � (See FET test report T227-99 for materials and setup requirements). p � ) P -' P Psf 54 sf P P panels&2.2 sf SLIPS INTO POST 3 - - -- A f Internal'amb su art w/mullions 63 T5) 68 sf 36 sf 99 sf 54 sf for shingles NOM. .080 WALLS •• I This table is also based on design wind loads from IBC 2000,exposure ••- I I ••- I H-mullions(5W5 T5) 68psf 36psf 99psf 54psf -Snow loads have a reduction factor of0.7 for low slope roofs per IBC 2000, ____ _______ M - - category C,Importance factor I,Tributary area of 50 sq. ft,Mean roof section 7.4;assumes a`cold'and non sli er roof surface. z I 04' Grandview post wl mullions(Fi005-T5) 68 sf 36 sf 99 sf 54 sf pP y POST B B t lit of 7'max.Structure is not within a hurricane prone region. P_ SILL STARTER 3u"TYP. I .-0.7C,C*C,IP9 SECTION et I Mullionsl 1 Headers c-header lus-: By Post cv Post av Poet cv Post ov Post GV Post ev Post Gv Post PS roof snow load,CS=1.0,Ge 0.9,Ct=1.1,1=1.0,P�ground snow load FASTENERA; 3/I G"O SILICONE BEAD;TYP * Ps=ro f sn only LOCATION OF LAG SCREWS, BETTERVIE\V USES 3 1/4"X 3 I/4"POST id Betterview Gable post w/mullions 63•TS +100 sf NA 97 sf NA +100 sf NA +100 sF NA y applies to the roof supporting structure Roof 1 (2)-#8X5/8",ALSO MUST HAVE FULL EMBEDDMENT OF Au.FASTENERS *20'X 18'MAX.ROOM SIZE FLANKED\Vl NON-THERMALLY BROKEN pR �10 P (� ) P P p p pp g s panel loads REFER TO DETAIL F * *FASTENER A.USE#8X1-I/4"AT TOP, H-\4ULLlONS. �ff�j Betterview Gable post(6063-T6) +100psf NA 97psf NA +100 sf NA +100 sf NA evaluated separately. FASTENER C REFER TO FASTENER SCHEDULE FOR NO. MIDDLE&BOTTOM OF FRAME. 110L p P Based on 1 95 safer factor&96"column height LVL BEAM OR 3-I/4" OF REQUIRED FASTENERS FOR\VINDSPLED USE CONNECTION OPTIONAFOR INTERNAL 9 Grandview Gable post w/mullions(6005-T5) NA +tOD sf NA +100 sf NA +100 s( NA +100 sf y g t I ° FASTENERA FASTENER B *PRE-DRILL HOLES. SQUARE POST AND ROOM SIZE CONNECTIONS OR B FOR EXTERNAL *ONLY(6)LAGS CAN BE INSERTED WITHIN *SILICONE ENTIRE PERIMETER OF FRAME AS SHOWN CONNECTIONS 7/8" TYP F,1sTE ENE THE CROSS-SECTION OF THE POST *USE NOVAFLEX 100 SILiCONEOR EQUiVELANT *(A)PRE DRILL.USE 98XI-1/4" (TYP) USE 1/4"STEEL WASHERS UPTO IWMPH ALL VINYL WINDOWS TO BE SiLICONEDSLMfLARLY \V/LOW-PROFILE(PANCAKL)HEAD C24"OC F.ASTENERD * ...._._ FASTENER. SCHEDULE: SECTIONS B2 r&1. .D/DD *PRE-DRILL LAG HOLES USING I I76=f"pBIT *REFER TO REPORT-SEAWAYOOI:SiLICONE BOND (B)USE#8X5/8"-24"O.C. •FOR GV L 90-100 MPH USE(448X5/8'SCREWS, _. _ Gable post La Screws,assumes Yd'Ox4"lag,SG=.47,Ex EACH SIDE(FASTENER A)FOR GABLE POST. SIZE BEAM PER, 90m h 100m h 110m h 120m h 130m h *FOR BV tit 90-100MPH,USE(4)#8XSi8"SCREIVS EACHSIDE APPLICABLE QJSTRUCTiONS SECTION C3: BV VERTICAL MULLION SECTION C4: GV RACEWAY 1P1vv_ 24 22 20 18 16 14 1P/VV-+ 24 22 20 18 i6 14 1PNV-. 24 22 20 18 1G 1d lPIW- 24 22 20 18 16 14 1P/VV-+ 24 22 20 18 16 14 FASTENER A,(4)4SX5/8",EACH SIDE,FASTENER C *FASTENER B:90-100 MPH USE#8X5/8"C 18"O.C. *FOR HIGHER WIND SPEEDS,SEE GENERAL NOTES * 12 3 3 2 2 2 2 12 if 3 2 2 12 3 12 s PASTENERB: 110-130MPHUSE#8X5/8"(u12"O.C. 518, _�i i 14 3 3 3 2 2 2 14 3 3 2 14 •REFER TO FASTENER SCHEDULE FOR FOUNDATION ATTACHMENTS *FASTENER C:ALUMINUM BEAM MATERIAL INTERNAL TYP 16 3 3 3 3 2 2 1G 3 3 3 16 3 14 1d JAMB ( ) 18 4 3 3 3 3 2 18 %y 3 3 3 18 a 3 *FASTENERS GOOD FOR UPTO96"POSTSPACING •90-100 MPI4 USE#8X5/8"�i 18"O.C. I I 20 v 18 16 ` A—' SUPPORT za -100-130 MPH USE#8X5/8"(u12"O.C. -A _ORACEWAY I For concrete at 90m h,use 2-A"OxT Ta con For concrete at 100m h,use 2•'/ViOxT Ta con For concrete at I IOm h,use 3-W'OxT Ta con 'For concrete at 120m h,use 3•'/."OxT Ta con 'For concrete at 90m h,use 2-'/.•0x2'Ta con *FASTENER D:MICROLAM BEAM A p #8 X 1 I/4"-24"O.C. *STENEMPHUSE ,LAMB"LAG SCREW rdl2"O.C. CAVITY 1 PRE-DRILL HOLE Gable room Corner post La Screws,assumes Yd'Ox4"lag,'3G=.47,Ex C SECTION K: WALL&PANEL HANGER L — — — J 90m h 100rr h 110m h 120m h 130m h IPMI 24 22 20 18 16 14 JPNV- 24 22 20 18 16 14 1PNV 2d 22 20 18 16 to 1PPN--. 24 22 20 18 16 td 1P/W- 24 22 20 18 16 ld - *ATTACH FASTENER A TO: _ 12 2 2 2 1 1 1 12 2 2 2 12 2 12 12 WALL STUDS a 16"O.C.W/1/4"0 X Y LAGS UP -B B T024'X 14'W/12"OVERHANG FOR9U- I I td 2 2 2 2 2 1 td + 2 2 2 14 2 t4 i 10 MPH AND/OR 50PSF GROUND SNOW LOAD. 16 2 2 2 2 2 2 16 2 2 2 1G t16 4 #8 X 1-1/4"-18"O.C. C C s z z 2 z a 2 z 1s z'f z z 218 0 1s 18 2 •ATTACH FASTENER A&B TO: _- PRE-DRILL HOLES u8 X Sib"•24"O.C. CANT EXCEED 3.'4" , „ 20 20 A For concrete at 90m h,use 2-'/."0x2•Ta con For concrete at 100m h,use 2-/.OxT'Ta con For concrete at 110m h,use 2-'i."0x2"Ta con Tor concrete at 120m h,use 2-'/."Ox2"Ta con "For concrete at 90m h,use z-%'0x2"Ta con WALL STUDS IF> 16"O.C.\V/I!4"0X3"LAGS UP PRE-DRILL OUTER MULLION WALL WITH 7/1 G"HOLE.FASTEN SCREW AS SHOWN TO 24'X 14'W/12"OVERHANG FOR 120- •For gable room side wall vertical mullions on 96"spacings(Exp C),use 2-''/VOM"lag screws for 90-120mph and 3-'/d'0x4"lag screws for 13Qniph 130 MPH AND/OR 65PSF GROUNDSNOW LOAD. Lol3 318,r *USE CONNECTION OPTION A&B FOR INTERNAL CONNECTIONS OR C FOR EXTERNAL CONNECTIONS Studio room vertical post Lag Screws u to 96"s acin ,Y1'Qh(4"la .SG=.47,Ex C *FOR PROJECTIONS GREATER THAN 14',USE DOUBLE SPAN F CHANNEL *(A&B),(FOLLOW NOTES ON DETAIL) 90mph i00rnph IlOmph I20mph 130mph ATTACH FASTENER A&B TO: *(C),USE#8X5/8"-24"O.C• IPNV- 24 22 20 18 16 14 1P/WV 24 22 20 18 16 14 1Pi'N" 24 22 20 18 16 14 1PNV-, 24 22 20 18 16 14 1PNV-. 24 22 20 18 16 14 WALL STUDS IF>16"O.C.W/1/4"0X3"LAGS UP BETTERVIEW SINGLE MULLION *NO SCREWS/NAILS ARE ALLOWFDTO 12 1 2 2 2 2 2 12 2 2 2 2 2 2 12 2 2 2 2 2 3 12 3 3 3 3 3 3 12 1::'•%< 5:. s4 . x: s <:;.. >.>y:>s:.:: z:•. TO 24'X 18'1V!12"OVERHANG FOR 90- PROTRUDE INTO RACE\VAl'C.,VTTl', 2 k s h33 1s ., tyF 3 h. y3 r 130 MPH AND/OR 65PSF GROUNDSNOW LOAD. CENTER VERTICAL SUPPORT ( td 2 2 2 2 2 1d 2 2 2 2 2 2 i4 2 2 3 3 3 3 U 3 3 3 3 3 3 td _ B EXCEPT FOR THESiLLSTARTERc ONNECT10�1. 1b 2 2 z 2 2 2 lb 2 2 2 2 2 2 16 3 3 3 3 3 3 16 3 3 3 3 3 4 16 i/ y ✓ 1 1 v sr s y, n 1B 2 2 2 2 2 2 11i 2 2 2 3 3 3 18 3 3 3 3 3 3 18 rr For concrete at 90m h,use 2-'/."Ox2"Ta con For concrete at t00m h,use 2-W'0x2"Ta con For concrete at 110m h,use 2- "0x2"Ta con 'For concrete at 1�Om h,use 2-'/."G3x2"Ta con Fcr concrete at�Dm h,u -2 :0x2"Ta con _NIA for GV and BV f_`' y • SECTION D: GV CORNER POST SECTION DD: BV CORNER POST SECTION E: 2PC HEAD SUPPORT ,:� / NIA far BV only Achievable for both GV and BV _-. Grandview Betterview Patio Rooms: Gable Style 33/8"OUTSIDE CORNER POST - . .'_ GENERAL NOTES: l7ICl=31VI>'\/'ibtiV/ B1.",�I 11;RV1E`\'V t'ALIU RO(Jl`V1 I�tUl�l' W/3 1/4"SQ. POST INSIDE _ '_ DETAIL - - The following items were not considered in the engineerin evaluadonoftheGrandview GV/Betterview BV LOAD SPAN TABLES OF 3" CF/I-BEAM & 6" ROOF SYSTEM DETAIL-SECTIONH � .'.-.�.'.�.'. .�.-.-.- g � g ( ) ( ) _... _. . . . _ _ _ �— \ 3 1/4"SQ.CORNER POST •','•'-'• patio rooms and must be considered for adequate load requirements and any other provisions in 111 lP 5 3S1 D8S] 5° 321e1>>'ith I-be: R c " sLcnoN n 7/8"TYP. 3 3/8" REQUIRED IN ALL CONSTRUCTION accordance with local building codes. '- iIt1S L1Quble ti+ 331 DeSI r;3 an wit111-bearl"tSfi FASTENERA ' Panel Lee nth San Allowable Grind Allo•,iable Panel Lengtlt Span Allovlable.yrourtd Alkwable 3 1/4" THERMAL 7/8"TYP REFER TO p PANEL U-CHANNEL Foundations eu!12" ot�erlt.3rtcl Length Snow Load SJVind Uplift w112"o,7erl Q ° t DETAIL-SECTIONS • a DETAIL • Concrete Slabs or treated wooden decks P -tiatt� LErlgih snow Lc aJi blind Up Eft DETAIL UiI DI I • • Capacity of existing structure to resist loads from patio room L1120 LUG Ll240 Lit 20 L1120 Li180 L/440 L1120 • • • +• n REFER TO Design of intermediate beam for double span condition(Detail J) 7' 61 22� 168, 126 160 13' 6' 363 30d 228 l55 SFcnoN E p- 7 B GENERAL SECTIONCI TRANSOM HEIGHT VARIES Q _-- _- _ -- -- g 8' 7' 173 120 91] 121 14' 6,5' ? 7 secnoNcl-c4 I NOTES 33/8" -CIO 249 186 177 A! rA FOR ROOM 1 2PC HEAD Section A/AA: Section B3 Studio Room: `� 1 d6 �O r37 Gj 13 7 253 201 lj 132 OVERHANG SECTIONCi-C4 SECTI NCl EXiSTLUG z +-- ¢- I, TYPE. SUPPORT UP TO 12" T HOUSE o: -__.___ � Aft legs screws mvsthave fall thread embedrttentinto joist or band board per ForGVstuclio,90-t00mplt use(2)-#$u18'screws;aacltside. lOt 91 93 70 52 74 16' 7.5' 216 176 132 103 WALL U _ 4th ed.TimberConstruction Manual- For GV studio,110-130mph,use(3)-€f8x5B"screws;each side. , sECTtoND/DD sEcn DDD • . 11 10 72 M 42 59 17' S' 1.8 151 113 83 U -------.---r-- --- i W FASTENER B SEE GENERAL AllTapcons must have full thread embedment into concrete. SECTION SECTION CI-C 0. z NOTES(SECTION E) For BV studio,90-100ni use postbracket 12 11 57 45 34 48 18 8.5' 165 131 98 76 FASTENER O:SINGLE SPrt,`1,90 ti1PH USE sxs,a°rf�za•'o.c. FaaenerA use #8x5/S"screws,each side. t , , czlc4 secnoN c --_-��\ A_ •_ -- �W I- - -�--' — — • , - (1h- ' 13 12 e}6 33 27 40 19 9 146 113 86 64 Q I •FASTENERB:DOUBLESPAN,90-II0MPHUSE"8X5,8"(24"O.C' StctionBl• FastenerCuse(r- -d8x5,`8"screws,eachside. l�' 131 3$ 31 23 ,?3 �' I 'w 3 �0 9.5 131 101 76 54 DETAIL-SECTION •FASTENER 0:DOUBLE SPAN.120-130 MPH USE-SX5,8 18"O.C. For Grandview rooms Only,use steel plates under gable post&corner post if DETAIL B3 D 7 i �� windspetdis>100triph. Otherwise,use standard1MVsteelwasherwrith For$VsttrriigllOtnph use postbracket 15 1-1 32 26 20 ?`d 21' lO' 118 90 ri$ 46 SECTION 3 1/4"X3 1/2" FastenerAuse #87S/9" screws,each side. +• r' 2PC CORNER POST SECTION BI POST BRACKET 3 3/8 OUTSIDE DETAIL F: ROOF PANELS fasteners into slab or deck. (� 16 15 2`8 23 17 24 CORNER POST FastenerC use(4)- 8.X5/8"screws,each side. t £ FOUNDATION DEPTH ''' 17 16 24 20 1J 2�1 (SEE GENERAL NOTES) NOM.4"CONCRETE CONCRETE SLAB OR WOOD DECK #8 X 5/8"@ 24"O.C. A;#8 X 5/8" 24"O.C.(6 LOCATIONS WALL HANGER ; Section B2&DlDD: t >r FOUNDATION DONE BYOTHERS SIDE ELEVATION @ ) n Fasten6le s riirectl under the post. For9V studio,120mph:use post bracket >All loads are in PSF �.II loads are in PSF -�— FROM ELEVATION OR RIDGE BEAM $ Y P (SEE GENERAL NOTES) *FASTENER B,REFER TO FASTENER U _J SCHEDULE FOR NO.OF REQUIRED LAGS p z FastenerA use(�-#8x518" screws,each side. FOR WIND SPEED AND ROOM SIZE. " ---- N FastenerC use(off-#8x5B"screws,each side. DETAIL 133: GABLE POST CONNECTION FASTENER B,REFER TO FASTENER ---- Section Cd: DETAIL 1: POST HEADER CONNECTION SCHEDULE FOR NO.OFREQUiREDLAGS *FASTENER B INTO CONCRETE,REFERTO z J a1I1 @ Span Design;6" 831E1* FOR WIND SPEED AND ROOM SIZE. FASTENER SCHEDULE FOR NO.OF REQUIRED W > a Per NEC 2002,no objects that could chafe a vrire,such as screws,nails,or � r L n r1, 'il p -For the rV Raceway,do not insert screw into the center from the inside wall,for Panel Length Span t',11dWahlE rJi Olt1iG1 POST BRACKET * TAPCONS FOR WIND SPEED AND ROOM SIZE. " v, abrasive ob acts,can rolsude into the recewa cavit . FASTENER B INTO CONCRETE,REFER TO Q c: , 1 p Y y there's nothing to fasten to. r C ;3 BV ONLY) FASTENER SCHEDULE FOR NO.OF REQUIRED *FOR BV ONLY,INSERT FASTENER iNTOTHE U`^ u w/12 ow_rhang Lengt$ S31r]F!LOe[t(PSF) SLIPS INTO POST TAPCONS FOR WIND SPEED ANDROOM SIZE. POST BRACKET 1/4"FROM INNER WALL USING V `_' Section I-, •Require9 fasteners for post spacing upto 96" 1 l f4i1 NOM. .080 WALLS *ONLY(6)LAGS CAN BE INSERTED WITHIN A STEEL WASHER THE CROSS SECTION OF THE POST . �1 z � ° GV Gable post,GV Raceway,or BV snow load post can be used vnth the 2pc Section B3 Gable Room: L1120 L/1 d0 L. 40 1 i G1 ATTACH POST BRACKET TO CORNER POST: C4 SILICONE 7' 117 104 76 POST USE I/4"STEEL WASHERS lIPTO I OOMPH O TOP ONLY ci z o head support for longer spans or greater roof loads. For BV @40.110mph �t SILL STARTER FASTENER C,90MPH USE(3}#8X1-114EACHSIDE @90 MPH USE FOR 100-1 IOMPH,USE(4)48X1-1/4 EACHSiDE 2 co Gable Post.use intemalpostbrackel,(3)-it8x518"each side(fastenerC')&(3)-#8:c518" y o 104 69 64 *PRE-DRILL LAG HOLES USING 11/64"OBIT. z z K //f *PRE-DRILL LAG HOLES USING 11/64"OBIT. W z W c Section H&Jc each side(Fastener A). 10, r�r 94 /7 56 O *>100MPH USE STEEL PLATES t F- - $ire LVL be arils er manufacktuet's instructions using 19E or better. Cornerpast:use intenial post bracket, - p *CORNER POST DOES NOT SIT IN SILL STARTER, o? 2pC vJ F P g 1 t' 10' U3 �] 46 FASTENER C o EACH SIDE IT iS DIRECTLY'FASTENED TO SLAB OR DECK "' HEADER m o 90mph,(3)-#SxSlB"each side(fastener C) TOWN OF QU S R FASTENERA >90 MPH USE *ONLY(6)LAGS CAN BE INSERTED WITHIN 100-1lOmph (�-#8xSB"each side(fastener C) 12' 11' 7666 Y Y (6)#8X5/8" THE CROSS SECTION OF THE POST -- ---- Detail Studio Room: 13' 12' 69 47 33 BUILDING & E 7/8"(TYP) EACH SIDE For studio room using 3"of 6"panels,use the following number of?'."D screws For GV 91-130mph: p FASTENER A,(2)#8X5/8"SCREWS to attachroofpanel. EachI-been or batten has(2)•ii8018"screws connecting Gable Pest:(3)•#8r3/8",each side IN 13' 63 41 29 Reviewed B it to the header or beam.Overhang is 12". C:ornerpost:0.48r.5B",each side 15, 14' 57 36 24 Date: FOR GV(_a 90-130MPHUSE: 16' 15' DO 31 I GABL E POST:(3)48X5/8"EACH SIDE FASTENER A • Sine Span: Double Span: Double Spatz: Detail F Gable Room: _ CORNER POST:(2)#8X50'EACH SIDE FASTENER A SECTION G: HOUSE U-CHANNEL REVISION NOTES: For gable room using 3"orb"panels,use the folloveing number of'14"�3 screws to 17 16' A,3 27 �9 v a Header; Header, Intermediate Bearn; -FOR BV(<y90-IIO�tPHUSE: TYP.EXISTtNGHOMEWALL REV A-C: WORK PRIOR TO ENGINEERING APPROVAL 90mph-l/portal a^Omph-0lpacrel 90cttph-l/panel attach roof paneltoheader. Each I-beam has(2)-1f8y3B"connectingitto the header. All loads are in PSF GABLE POST:USE INTERNAL POST BRACKET,(3)#8X5/8"EACH SIDE REV D:SECTION B2,REDUCED SIZE OF STEEL PLATES _ CONCRETEORWOOD I00rn h 1/ artel 100-120m h 1/ arrel loom h if ariel Overhang is 12". FASTENER A& (3)#8X5/8"EACH SIDE FASTENER P - p p - p p p POST SPACING,REVISED TABLE FOR STUDIO FOR CORNER POST SEE SECTION DD ' I lOmph-2/panel 13Urnph-2Jpanel 110mph-2fpanel •REFER TO FASTENER SCHEDULE FOR FOUNDATION ATTACHMENTS SIDING REV E:SECTION H.CORRECTED QTY.TYPO FOR LAGS;3INSTEADOF 6 120mph-2/panel 120tnph-2/panel 90mph-llpsnel *FOR OTHER SPEEDS SEE GENERAL NOTES FOR GABLE ROOM. SHEATHING: A - POST SPACING COMMENTS,REMOVED65 PSF SNOW LOADLIMITATiON 130mph-3/panel 130mph-3/panel 100mph-llpar3el FOAM/FELT/TYVEK I l omph-1/panel N OSB/PLYWOOD REV F:IN GENERAL NOTES,CORRECTED TYPO IN DETAIL F-STUDIO.DBL SPAN;90TO 130 REFLECT RESULTS FROM SUPPLM ENTARY TESTING THAT ALLOW REMOVAL OF GV L-BRACKETS L20mph-2fpanel NOTES: DETAIL If: H-MULLION HEADERCONNECTfON SECTION H: RIDGE BEAM CONNECTION SINGLE/DOUBLE STUD 130mph-2fpanel The above data for 3"panels docsnotconsidcrshearcreep. (DETAIL ii&DETAIL CI) The above data for 6"panels does consider shear creep. CAPACITY OF EXISTING *SINGLE H-MULLION CONSTRUCTION ONLY;90 MPH WALL TO RESIST LOADS A - REV G:ADDED WiND UPLIFT TO PANEL SPAN TABLES.MODIFIED WIND SPEEDI ATRiX For double span conditions refer to building code compliance drawing"detail 1".Design load to be determined by mfl, *GRANDVIEW ONLY LVL RIDGE BEAM FROM P:\l 10 ROOM WERE NOT of microlam beams. Allowable ground snow loads have a reduction factor of 0.7 for low slope roofs per IBC 2000,section 7.4:assumes a"cold" "20'X 18'MAX.ROOM SIZE I/4"0 X 2" LAG SCREW SIZE BEAM PER MPG- CONSIDERED IN TH6rWALY and non-slippery roof surface. 18"O.C. APPLICABLE INSTRUCTIONS WOOD STRIP Ps=0.7CsCeCtlPg ALL EXPOSED SURFACES (PITCH ANGLE) TYPICAL CONNECTIONS(FASTENERA): Ps=roofsnow load,Cs=1.0,Ce=0.9,Ct=1.1, 1=1.0,Pg=ground snow load TO 13E COVERED WITH •SI IEATI ZING NOT PERMITTED BTWN.CI IANNFLAND STUD r. 7 • The above d:ua dots not include snow drift load or sliding snow requirement. MHOLLOWIOINSIDE COIL STOCK ALUM. For external roof coverings such as ashpllalt shingles,subtract 3psf from allowable ground snow loads. I I MULLION - *TWO ROWS OF V4"0 X 2.5"LAGS!ci> >\q11° lr f1` .'. 12"O.C.INTO DOUBLE WALL STUD. �? . t•1"T}j O� r�' y s I I DETAILCI •.• • • - - _ IF ONLYONEn'ALLSTUDiSAVAILABLE �� '/ 1 1" C7 •AIIowablegrounds now loadscontrolledby either shear,bending ordeflection. 'a x1x fJ DO SINGLE ROW�G"O.C. )• ,� � �r,3`• r 1. I •TWO ROWS OF IA"O X 15"TAPCONS(a'l2"O.C. i J PANEL INTO CONCRETE OR BRICK WALL t - I ''' ........._............................................. HANGER PANEL CAP _ I � Revisions: 0 / /0 Item: Classification: Model: Model: Sheet yy�+ 5 02 5,Rev G I - ---�-V (3)3/8"0X3" +( ( ' i1 ,) /p' :' Patio rooms Alum/Yin I Grandview Betterview 1 Of 1 DETAIL CI LAGS.90-130 MPH BOTH SIDES } f , . <� Code Compliance Packet *WINDOW FRAME IS SILICONED AROUND PERIMETER,SEE DETAIL Cl SECTIONCJC4 If ✓ f�2 � v� � r r *USENOVAFLEX 100 SILICONE OREQUTVELANT ' / G 1 Erie Pennsylvania 16510 v' *�� Drawn by: Date: 2250 East 33rd Street REFER TOREPORT-SEAIVAYOOI:SILICONE BOND GABLE / / POST Y an; ;r a t Est u �; X ` / Y� 9 ,Z%L CAN DRAFTING SERVICE 2/20100 *u tit LZ,i7� { �� M�l (814) Manufacturing seawaymfg.com Scale: N.T.S.