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Home My WebLink About0658 WAKEBY ROAD - Health J8 vV alceb y React Marstons Mills A= 028 — 102 i I I ----------�— —' ;�\,cr. M�pc��--�.__J—_�_I—_I i i —� !-- � —_I•-- ��p.SO-��,�Pl_�_ �_/C��—�—� i L__' i i f- ' Ap Of o � / Q i 0 �fx. -Dd" & lc,rI r Oil ;5"uhrav/v LENCLOSURES, �� MANUFACTURERS OF PATIO& PORCH ENCLOSURESSOLARIUMS• GREENHOUSES� INC. CUSTOM BLINDS&SHADESih" ' `•'„ • -" "' "An Employee Owned Company" FINE CASUAL FURNITURE!I V 720 EAST HIGHLAND ROAD'! MACEDONIA,OHIO 44056V PHONE:(330)468-0700 j FAX:(330)4674297!1 - Certification of 11EI Roof System � The following 18 pages, revised December 23, 2003, contain allowable span data for the Patio Enclosures "Super Foam" sunroom roofsystem. "I'he charts are specific to Patio Enclosures products, and cannot be used to determine the allowable span of any other roofsystem. Parameters: • The charts address the 3", 4-5/8" and 6" thick PEI "Super Foam" roof system for shed and gable rool'sunrooms. • Two cases are presented for each roof thickness: A. "Super Foam" roof systems without glass roof panels. B. "Super Foam" roof systems with one glass roof panel in every other panel. • A licensed Professional Engineer(t'.E.) registered in the jurisdiction where the project will be : installed has certified the information contained within these charts. • Applied loads are determined for three snow load cases, per ASCE 7-02: 1. Ground snow only 11. Ground snow +drifting snow Ill. Ground snow+ sliding snow • Wind loads calculated per ASCI; 7-02, Exposure "it". µ • Total roof deflection limited to L/120 per 111C 8; IRC 2003. • Use of the charts is restricted by the limitations listed in the general notes on each sheet. s. 1 hereby certify the following: 1. 1 am in responsible charge concerning the information contained herein. hf 2. The information contained herein is true and correct, to the hest of my knowledge and ability. 3. 1 am qualified to prepare the information contained herein, based on my education and z i t1 experience. 4. 1 am an actively registered professional engineer in the state(s) having jurisdiction over the (� ` application of the information containecl herein, to which I affix my seal. Name: Karl A. Rinas Date: December 23, 2003 'I ii jj..t•F. "OF II a`1 KAiiLA. Fil !F ' re,4 ss` IAL� I t ��n CMNC 4-5/8" Shed Roof RES, INC. Span Charts 720 East Highland Road Macedonia,Ohlo 44056 www.palloenclosureslnc.com i.•:.js'1 ar' Case I -- Ground Snow Load or Wind Load General Notes V • This chart Is In accordance with Inslallalioo procedures =; eslablished by Pallo Enclosures, Inc. and Is for generil ' reference. See Individual lot) sub►nMal for specific job conditions. • 50 year mean recurrence Interval used for both roof and \ � i '!� snow loads based on ASCE 7 and IRC. ! • Importance Factor of 1.0 assiinied. • U120 roof deflection limit used per Il)C/IRC 2003 Tables 1604.3(h)and R301.7(c). • PEI Super Foam aluminum clad roof syslenr will, sinclle I ,:_; �� i� �► ' beams. II • Where Glass Roof Panels (GRPs) are specified, use of this chart Is limited to one GRP In every oll,er panel. Ilie I maximum spacing of the GRP from Ilie header or (ranger Is 2 feet. 12-Inch maximum roof overhang on hearing wall. Fi-hicl, v► ,, +V -'SPA OVEPoNIJQ If bearing wall. maximum roof overhang on non i • %:12 minimum roof slope. I i Select lesser of allowable Spans for both snow and wind as Shown below Snow toad Roof Span Chart Wind Load Roof Span Chart Ground Allowable Panel S Ian Wind Speed Snow i (rnpll) Allowable Panel Span Load(psf) No GRP Willi GRP _ No GRP Willi GRP 20 19'-6' 18'-3 _ 85 20'-0' 20'-0" i a 25 10'-6" 18'-3 _ 90 20'-0' 20'-0" 30 19'-0" 17'-0 95 20'-0 20'-0' 4 35 17'-9"— —17 —f1— 100 20'-0" 10'-Y 40 16'-9' 16'-3" 105 19'-6' 18'-6' 45 15'-9' 15'-3 _ 110 18'-6' 18,-0" 50 15'-0" 14'-3" 115 17'-9" 17'-3" 55 14'-3' 13'-6" 120 16'-0' 16'-9" ' 60 13'-9" 12'-9" 125 16'-0" 16'-0' 65 13'-3' 12'-3" 130 15'-3' 70 12'-0" 11'-9" 135 14'-9" 14'-3' 75 12'-3' 11'- 3 140 14'-0' 13'-6" ao 12'-0' 1 1'-0"— Wln_d Assunlpllons a5 11'—6 10 G Exposure"p', 3-second Gust used per ASCE 7& Snow Assiangllons --- IRG 2003. • Case I applicable to basic snow load only. • Mean roof helghl less Than 30 feel. For olher condilions,see Case II or III. • Maxlnurrn permissible roof slope for use of tills shed wind rharl is 2:12. For slopes higher than 2:12•refer to gable roof wind chart. r` of r Rev. 11/10/2003 Ci 2003 Patio Enclosturis, In(.. All rights reserved. . r LOCATION SEWAGE PERMIT NO. VILLAGE INSTA LLER'S NAME A ADDRESS �i9i•�as Div//��y geel- B UILDER OR OWNER DATE PERMIT ISSUED DATE COMPLIANCE ISSUED Wit. II3 THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ..Town................OF.........Barnstable Appliration for Disposal Works Toustrnrtiun Frrmit Application is hereby made for a Permit to Construct a ) or Repair ( ) an Individual Sewage Disposal System at: Wakeb Road Lot 2 ..... _ . • - y•-- ---------------------•--•---•---....-- .............................................. t` ...._.. Kenn A°- uVOster or Iot No. ---------.-•-- - ............. ....•-------------------------.....-•----••---...... ................................................................................................. Owners .�J Address a ----- - ... ---------------------------- -----:------------------------------------- � Installer � Address �„�� Type of Building Size Lot_1-e.06... C_,,-.- # Dwelling—No. of Bedrooms..............3...........................Expansion Attic ( ) Garbage Grinder 1�0 ) Other—Type of Building No. of persons____________________________ Showers — Cafeteria Q' Other fixtures ................................... W Design Flow..................... ..................gallons per person per day. Total daily flow----------- 3 0._......................_gallons•rr P4 Septic Tank—Liquid ca.pacity...100 allons Lengtl$__.-6_..... Width-_4_-.-10 biameter................ Depth....4_..-0 W Disposal Trench—No. _.._-.•----.__-•---- Width.................... Total Length......._.. .._.._... Total leaching area---------- ........sq. ft. Seepage Pit No--------------------- Diameter.._..101_....__ Depth below inlet..__...6 t........ Total leaching area.....2..7.....sq. ft. z Other Distribution box (X ) Dosing tank ( �) v Percolation Test Results Performed by.C.3}�.e_. IId__St]rVHy.__�Al1SI11 arit�ate..� 2L1� .$--------------- aTest Pit No. 1.....2--------minutes per inch Depth of Test Pit.....121....... Depth to ground watenrlOr]e......_____. \ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water-__ a' ........ ............ .......T..._ yr -•-- •------- T r T Pg ��P�(N tiigss�c p 0.0 -0 - loam, 0 ,-� --3 0 whibe clay, Qe Descri ----------------- Description of Soil-- - ...... „-------- --- ------------ ------------- �E{4v+FF6FE p .,_ - ---coars.e._.sari �T-O":=T2'_0- white cotuit ...........s........ ---- / -- - -------sand----------------- CHAPMAN U Nature of Repairs or Alterations—Answer when applicable................................___-_..___........_._........._.___. A No. 27654 U P PP �Q/ST --••-•••----••--•-••••--•----•--...-•••----••-•---•--••-•-••-•-•--•----•-•------•-----------•--•---•----------••----••------ ............................................... Agreement: FSS�0 The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance witl the provisions of:ITI.;;. 5 of the State Sanitary Code— The undersigned further agrees.not to place the system in operation until a Certificate of Compliance has been issued by the board of health. D to Application Approved By- -� - �� _� ...•.... Date Application Disapproved for the following reasons---------------•-•• •••-•-••---••••--•-----•--••-••-------••--••----•-••-----•-----•........................... --------------------------------------------•------••------------------••---------------------------.....•----•-••••--•••---•-------•-••----•-----•-•--•-•-•••--•-•----•-•••••---•--•-••--••-=_......... Date PermitNo......................................................... Issued-....................................................... Date 6 THE COMMONWEAL31f;H OF MASSACHUSETTS BOARD OF HEALTH Town.............fi.O F.........Barnstable------------.....-------------•-•-------•------- F Appliration for Disposal Works Tontrurtion Prrmit Application is hereby made for a Permit to Construct � ) or Repair ( ) an Individual Sewage Disp sal SystemNat•....... W!Lkeb.y._Road. ..�,L01---2..... Location-Address or Lot o. 11 ....------•-•......---- e=eth... ebzxer--•-••-••-••........... .......••---•--•-••-......----•--•••••-•-••------•--------.............---- -- -- d _ Owner Address a' �C�^^.._�... .. ........ +' .._..-------,....................................._..... �... Installer Address :.'..jQ6 lC...._S 194 w Type of Building = Size Lot_1.. ..... _ U ,'0' Dwelling—No. of Bedrooms............... ___....._...__.__..___.____Expansion Attic ( ) Garbage Grinder )(lo ) Other--Type of BuildingNo. of persons............................ Showers — Cafeteria POth � fixtures .......................................---•--•. --••-•--•----••----------••--•-•--••......-•-----• W Design Flow........... //_ .:'.# :.gallons per �r.�rson per day. Total daily flow...........IN........................gallons. 9 Septic Tank—, 'Liquid ca.paclty',.._,1.000Illons Length !.-.6«_.. Width._4.f.-10 biameter________________ Depth.....ly xDisposal`Tre> ch—No. ............. ..... Width.................... Total Length.............._...... Total leaching area....................sq. ft. �.. Seepage Pit No...... ...:....... Diameter......L9_-------- Depth below inlet....... ?.......... Total leaching area.....2--7....sq. ft. Z Other Distribution box (x.) `s Dosing tank ( ) aPercolation Test Results` Performed by.Cape...G.oa__SnrV.ey---Consultant J)ate---1,Q/._2 /78.•--___.-_-_-- ,.a Test Pit ' o. 1_.....2........minutes per inch Depth of Test Pit._....12.1:._._.. Depth to ground water.none.__-..____- -Test Pit No. 2................minutes per inch Depth of Test Pit__...____..._;...... Depth to ground water. yF ._-•---•-•-•--------•............. •••--•••-•••---••-- --••-•-_.----------- sr= 0 Description of 5oi1. C_-•01-_0 t - 11 loam, C r �jj,,z+, r C++ whi(;e C13vv .. t.. • • .................. -----• _. . .................•.. rr �i_.i r O- - y ` Wso t tt •t tt t tt t RENWIL'4C'-......-•-•-••--••--•-._.. .-�-Q - .coarse•--sand...•--�--0---"'12.0----_white ..cotuit- ----------$......---- asandrwPMu�v'- ---------------- � � � ,� .------•------••-----•--..._U Nature of R tern ions Answer when applicable-------------------------- �? N.. 27654 ------- ----- - ' Agreement: Z 3 The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accor with the provisiolfs of iIT�.;=, 5 of theIState Sanitary Code— The undersigned further agrees not to place the system in !operation t til a Certificate of Compliance has been issued by the board of health. Sied....= . -- ---- - ---- - r- ,J / Date Application Approved By---• ! --.._......�......... --fit+?=�I..... ' Date - Application Disapproved for the following reasons::__________ ___ s .................................................-•----....-----•----•-----•---------•-••--------•--•-•------•••--••••••-••--•----•--•------•-•--------------------••----•------•-------------••••- Date ,l ermit No. ------------------ Issued..................................................... Date THE COMM0,1�WEALTH OF MASSACHUSETTS BOARD O HEALTH OF.:.:............... ......... , ............................................. Tnr#if irdti o ToutpliFanu THIS S O 4CY-IFY, That the Individual Sewage Disposal System constructed (�r Repairedby........... ..: -_. ............................ .Install.._.--_.... . ....---••-•---------..._..:.............. _ --••-•--•--------• • Install 4 has been installed in acco;;riie ce AV-the provisioi s of i 5 of The State Sanitary Code as described in the , application for.,-.Disposal Works Construction Permit �To-_d.___••-_�.��.............. dated_._��«_��"�___�'�.._._._.._... 4 HE. ISSUANCE OF THIS CERTIFICATE fSHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM'WILL FUNCTION SATISFACTORY. 14 * - 'D'ATE__..._._ Inspector.. _._.._... ............ ............. THE COMMONWEALTH OF MASSACHUSETTS .. BOARD OIj HEALTH N1�7. FEE......t:::5......... iofoatl o � �onrionCrrani Permission, is hereby granted......... ''............ ........ to Construct ( Repair ( ) dividual elk, ge sposal s atNo.... •. • •-•-•- •.....-- ' � S reet as shown on the application for Disposal 7orks Construction Per_ 0___________ ___ __ D ....... _'�lS � ��"........ Board of.Hea h DATE -- .•-•---•�......-•--------•-••-•-•P--•-.......... FORM 1255 HOBBS & WARREN, INC., PUBLISHERS ;" ` MARSTONS MILLS �� f ✓ X r is ,p a oq \� Op� A.M. 028 ,g p PAR. 104 �= r `r PAR. 00$ 00�� , �;�'� ` ;` ,:�f�,`�"" �T`--� " y«� �r f ^^\� r'3r, 0\�" 274 Feet,, LOT 1 LOCUS MAP A.M. 028 SNP° PAR. 102 PLAN REF: 277/66 AREA=1.06 ACRES DEED REF: 1964/230"ZONING: RF" 30 —15—15 'j cp. 22�.� ♦ ��L ASSESSORS MAP: 028 PARCEL 102 �0• ^ FLOOD ZONE: "C" GROUNDWATER PROT. OVERLAY DIST. 2—CAR -- GARAGE UPOLE _ CERTIFIED PLOT PLAN ` �� °� '� ► -_#6 5 8 = s Q LOCATED AT: kft PS #6 58 WA K E B Y ROAD MARSTONS MILLS, MA. UPOLE ��\kp ; ' 'q 'PR° O� PREPARED FOR APPLICANT: K E N N E TH A . �0\\ 124.0' WE B S TE R 7� \ OCTOBER 7, 2007 AA A A.M. 028 P'oc'0F �S`'.r SCALE: 1"-30' `! PAR. 103 :o� �3�`rt•9Foq�'� O o STEPHJ. EN 7O \�` - : U DOYLE " MacDougall Surveying #3' v & Associates P.O. Box 2428 MashA ee, Ma. 02649 . ` PH fax �508�419-1086 508419-1087 \ I email: mac( 4 allsurve omcast.net SHEET 1 OF 1 J#1121 ENGINEERING SPECIFICATIONS A. APPLICABLE CODES: MATERIAL SPECIFICATIONS:. Al. PATIO ENCLOSURES, INC. PRODUCTS PROPOSED FOR THIS INSTALLATION D. ALUMINUM: SHALL CONFORM TO THE 2006 INTERNATIONAL RESIDENTIAL CODE. 01. ALUMINUM COMPONENTS USED IN P.E.I. SUNROOMS ARE DESIGNED PER THE E�ss ALUMINUM ASSOCIATION'S - ALUMINUM DESIGN MANUAL 2000. B. JOB SPECIFIC LOADS USED: D2. ALUMINUM DESIGNATED AS 6005-T5, 6063-T5, 6063-T6, 6105-T5 ALLOY AND TEMPER �P B1. BUILDING CODE REQUIREMENTS FOR WIND AND SNOW LOADING CAN REDUCE MAXIMUM DIMENSIONS OF SHALL MEET THE ALUMINUM ASSOCIATION'S STANDARDS. 1 c1 � ,o � \ DOOR AND WINDOW UNITS, INCREASE THE NUMBER AND/OR SIZE OF FASTENERS, AND AFFECT OVERALL 0 cc s ^ ENCLOSURE DIMENSIONS. CONSULT P.E.I. ENGINEERING FOR LIMITATIONS. E. GLASS: s cc ¢ v Q n!o 82. ENCLOSED DECKS USE 40 PSF LIVE LOAD AND 10 PSF DEAD LOAD. r ` E1. P.E.I. GLAZING MATERIALS MEET THE REQUIREMENTS OF 83. OPEN DECKS USE 40 PSF LIVE LOAD OR GROUND SNOW LOAD, WHICHEVER IS GREATER. CPSC STANDARD 16 CFR PART 1201 FOR TYPE 2 GLASS. 8 DECKS SUPPORTING HOT TUBS ARE DESIGNED WITH 100 PSF COMBINED LIVE AND DEAD LOAD. E2, TEMPERED GLASS OR ANNEALED LAMINATED GLASS USED IN ALL LOCATIONS REQUIRED BY CODE. `Twos B5. MINIMUM ACCEPTABLE SOIL BEARING PRESSURE FOR -PIERS AND FOR CONTINUOUS PERIMETER FOOTINGS. E3. ALL WINDOWS, DOORS, AND GLASS WING PANELS SHALL BE TEMPERED OR TEMPERED INSULATED SUBJECT TO LOCAL BUILDING DEPARTMENT REQUIREMENTS. GLASS. ROOF PANELS ARE TEMPERED INSULATED GLASS OR ANNEALED INSULATED LAMINATED \ 86. MINIMUM REQUIRED DEPTH OF FOOTINGS AS DIRECTED BY LOCAL CODE PROVISIONS. GLASS IF HEIGHT ABOVE GRADE EQUALS 12 FT. OR MORE. 87. WALL DEAD LOAD: ■20 PLF FOR (AVR/AAS/AVS), 0 42 PLF FOR (CA5/AVIG/CAS/CV7), ■35 PLF FOR SOLARIUMS. 88. DEFLECTION UMITS: FOR FOAM ROOF=L/120; FOR WALLS=L/120; FOR DECKS=L/360; FOR F. STEEL: '� Jam SOLARIUM=L/180; FOR DOOR & WINDOW HEADERS=L/180 OR MAX 3/8"; FOR ALL OTHER STRUCTURAL c o a MEMBERS=L/240. F1. SQUARE OR RECTANGULAR STEEL TUBING MEETS ASTM A500-GRADE 'S' SPECIFICATIONS. i =o a F2. HOT ROLLED SHAPES MEET ASTM A36 STEEL REQUIREMENTS. o m z W D STRUCTURAL MEMBERS SHA VANIZED. z i - '^>o F3. ALL STEEL REINFORCING AN LL B E GA L W F > O Z a•ul J C. GENERAL SPECIFICATIONS : } Z G. TREATED WOOD FOR NEW OR MODIFIED-EXISTING CONSTRUCTION: m � �<o� Cl. PEI PERSONNEL, OR LOCAL BUILDING INSPECTOR, OR BOTH, SHALL INSPECT THE JOB. SITE & REPORT ANY o a W o v� DISCREPANCIES TO THE ENGINEER STAMPING THIS DRAWING PRIOR TO START OF CONSTRUCTION TO INSURE G1. VERIFY ALL EXISTING WOOD FRAMING MEMBERS ARE IN G000 CONDITION F a a " ADEQUACY OF EXISTING SITE CONDITIONS, INCLUDING EXISTING STUCTURE(S) TO BE ATTACHED TO AS SHOWN AND ARE SUITABLE FOR INTENDED USE. >a o G2. ALL LUMBER USED FOR ABOVE GROUND DECK CONSTRUCTION SHALL BE EPA APPROVED O o N a a a`` IN THE PLANS HEREIN. PRESERVATIVE TREATED S.Y.P. GRADE #2, OR BETTER AND SHALL BE DESIGNATED C2. REGISTERED PROFESSIONAL STAMPING THESE PLANS HAS NOT PERSONALLY INSPECTED THE JOB SITE. AS "ABOVE GROUND", OR "GROUND CONTACT". e o m C3. RECOMMENDATIONS ARE BASED ON THE INFORMATION PROVIDED TO THE ENGINEER, AND ARE VALID G3. ALL LUMBER IN DIRECT CONTACT WITH THE GROUND SHALL BE EPA APPROVED PRESERVATIVE ® � o Lo TREATED S.Y.P. GRADE #2 (OR BETTER) AND SHALL BE DESIGNATED AS "GROUND CONTACT". p � ONLY IF THE SITE CONDITIONS AND PROJECT SCOPE ARE CONFIRMED TO BE AS SHOWN HEREIN. C4. ENGINEER'S STAMP DOES NOT IMPLY APPROVAL OF CONSTRUCTION PRACTICES OR PROCEDURES, G4. DECK. CONNECTORS MUST BE MIN. G185 (1.85 OZ/S.F.) HOT-DIPPED GALV. PER ASTM A123, z AND SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDED INSTALLATION PROCEDURES. �,; w URES z AND DOES NOT IMPLY SUITABILITY FOR SPECIFIC PROJECTS. G5. STAINLESS STEEL AND GALV. COMPONENTS SHALL NOT COME INTO ®� 3 =o C5. REGISTERED PROFESSIONAL STAMPING THIS DRAWING CANNOT BE RESPONSIBLE FOR SOIL BEARING ANALYSIS DIRECT PROLONGED CONTACT WITH EACH OTHER. .�� o c� OR ANALYSIS OF EXISTING STRUCTURES, OR PROPOSED WORK PERFORMED OR COORDINATED BY OWNER. G6. FASTENERS USED WITH HOT-DIPPED GALV. DECK CONNECTORS MUST BE HOT-DIPPED GALV. C6. 50 YEAR MEAN RECURRENCE INTERVAL ASSUMED FOR BOTH GROUND SNOW LOAD AND BASIC WIND LOAD. PER ASTM A153. ®Z c .0 0 G7. ALL LUMBER AND PLYWOOD TO BE LABELED. PLYWOOD LOCATED LESS THAN 18-INCHES ��+ .a w C7. NO LARGE BODY OF WATER WITHIN 1/4 MILE ASSUMED. FROM THE GROUND SHALL BE E.P.A. APPROVED PRESERVATIVE TREATED. o a C8. PEI PRODUCT STRUCTURAL COMPONENTS SHALL BE CONSTRUCTED IN ACCORDANCE G8. WHEN USING EPA APPROVED PRESERVATIVE TREATED LUMBER IN CONTACT WITH ALUMINUM, FIRST w 1- 2 WITH CURRENT PEI ENGINEERING DATA APPLICABLE TO THIS J08. ISOLATE WOOD FROM ALUMINUM WITH EITHER OF THE FOLLOWING: 15 LB. ROOF FELT, OR W.R. Q GRACE "VYCOR" DECK PROTECTOR PRIOR TO INSTALLATION OF ALUMINUM. ALL FASTENERS IN C9 ALL NON-STRUCTURAL ASPECTS OF DESIGN ARE SUBJECT TO DIRECT CONTACT WITH PRESERVATIVE TREATED WOOD SHALL BE HOT-DIPPED GALVANIZED PER o i= LOCAL BUILDING DEPARTMENT REVIEW AND APPROVAL. ASTM A153, OR OTHER APPROVED PROTECTIVE COATING. TRIM COIL TO BE ATTACHED TO "4.-..n�< moo= C10. ALL CONNECTIONS TO EXISTING STRUCTURE SHALL BE SECURE OR ADDITIONAL FASTENERS SHALL BE ISOLATED WOOD POST USING STAINLESS STEEL TRIM NAILS. =K USED AS NECESSARY TO PROVIDE ADEQUATE ANCHORAGE. PARTICULAR ATTENTION MUST BE GIVEN �~ j O N d W U O y= O h m V H. NON--TREATED WOOD: 8 88a TO ENSURE A PROPER LOAD PATH FROM THE SUNROOM TO THE EXISTING HOUSE FRAMING AND TO =,S W V W H 1. DIMENSIONAL LUMBER AND NON-TREATED 4x4, 4x6 & 6x6 POSTS SHALL BE MIN. S.P.F. �°_Z �W m THE SUNROOM FOUNDATION. #2 GRADE OR BETTER. O N N N r� O C11. ALL WOOD MEMBER CONNECTIONS SHALL BE RIGID AND SECURE, OR SIMPSON STRONG-TIE OR EQUIVALENT H2. ALL LUMBER SHALL BE GRADE STAMPED, AND ALL PLYWOOD AND WHERE APPLICABLE. AND ARE SUBJECT TO LOCAL BUILDING DEPARTMENT REVIEW AND APPROVAL WOOD STRUCTURAL PANELS SHALL BE AGENCY RATED. Y -IOW W m --a �o W 2 N A! 2 PROPOSED STRUCTURE AND STRUCTURAL ATTACHMENT, COMPRISE THE COMPLETE SCOPE OF WORK. I. ENGINE ERED LUMBER. � _w �<m C12. THE PR � P.E.I. PERSONNEL SHALL FIELD VERIFY SITE CONDITIONS ARE COMPATIBLE WITH FASTENERS SHOWN, OR �.+__` Z _ NOTIFY IN WRITING TO THE ENGINEER STAMPING THESE DRAWINGS, THAT THE SITE REQUIRES ALTERNATE 11. LVL: MIN. MODULUS OF ELASTICITY = 1.9E6 PSI. FASTENERS OR ALTERNATE ATTACHMENT METHODS. THE ENGINEER STAMPING THESE PLANS WILL 12. PSL: MIN. MODULUS OF ELASTICITY = 2.OE6 PSI. 3 o W ¢ Z U PROVIDE REVISED DRAWINGS PRIOR TO THE START OF ANY WORK. J. CONCRETE' s Z C13. SOIL CONDITIONS AND FOUNDATIONS ARE NOT INCLUDED AND ARE OUTSIDE THE SCOPE OF STANDARD DETAILS. 3 0 H O=W,W/,tl J1. NEW CONCRETE TO BE MIN. 3000 PSI. C14. ERECTION SHALL NOT PROCEED UNTIL ANY AND ALL UNSATISFACTORY CONDITIONS HAVE BEEN J2. EXISTING CONCRETE TO BE FIELD VERIFIED BY P.E.I. PERSONNEL AS BEING IN GOOD CONDITION, AND SUITABLE FOR NEW CONSTRUCTION ON EXISTING CONCRETE. CORRECTED IN A MANNER ACCEPTABLE TO THE ENGINEER STAMPING THESE PLANS. � (j� J3. CONCRETE ANCHORS SHALL BE INSTALLED PER MANUFACTURER'S RECOMMENDATIONS. Q K. FASTENERS: Q IN CONTACT WITH TREATED LUMBER SHALL BE HOT-DIPPED-GALVANIZED H.D .G K1. ALL FASTENERS ( ) Q Z f- OR STAINLESS STEEL (S.S.), AS SHOWN ON THE PLANS. K2. FASTENERS IN CONTACT WITH ALUMINUM MUST BE EITHER EMPIGARD COATED OR 0 LLI Li H.D.G. OR S.S. AS SHOWN ON THE PLANS. Q K3. HOT DIPPED GALVANIZED: MIN. G185 PER ASTM A123, WHERE APPLICABLE. Z K4. STAINLESS STEEL FASTENERS SHALL BE OF 300 SERIES STAINLESS ALLOY. Q K5. LAGS INTO DECKS MUST PENETRATE CENTER OF HEADER OR JOIST BOARD, OR PROVIDE SOLID I- f BLOCKING FOR LAG EMBEDMENT. K6. ALL WEDGE-BOLTS TO HAVE EMPIGARD "TRI-COAT COATING". WEDGE-BOLTS Q MUST BE RUN IN PRE-DRILLED HOLES WITH WEDGE-BOLT DRILL BIT. COVER SHEET SUNROOM ISOMETRIC JSETZ s hP • h v 0 J z n J PARTS INDEX A MAXIMUM OF (2) GLASS ROOF PANELS (GRP'S) tio��OO Q� *PARTS ALSO AVAILABLE FOR 4-5/8- AND 6- ROOF THICKNESS MAY BE LOCATED IN EACH FOAM ROOF PANEL, MAXIMUM AND MINUMUM LOCATIONS AS SHOWN. PICTURE DESCRIPTION DRAWING f. PICTURE DESCRIPTION RAWING f w �►P�' R SO HEADER SUPPORT 1-2079A 6" t0 1p RIDGE BEAM 1-0218 R8 M aoaW HD HEADER SUPPORT 1-2089A 6 s Z 1` o 8" RIDGE BEAM 1-0229 1l N W:3 W "J HEADER ARM 1-0214A spy. w \a' fT'.I Z m N W>O O ^ HEADER BEARING PLATE > o z 0 p Zp 6' LONG GALV. STEEL �L WALL POST SUPPORT BRACKET 1-2053 �O �1n 8-2111 a H J O H SUPPORT 1-2080A ��• Z GLASS WIDTH 1-0105A 6• IIIIlm C5 m z Q;O1n ^ H REINFORCING GALV. STEEL 8-2003 5 a a Ir < a O GLASS HEIGHT 1-0104 E�� '',*i' a c y ui N Q RF{W11 .. HD CORNER POST 1-2078A yL �jeaw:4, SCREEN HEIGHT 1-0106C // 4 ��: x� z CORNER POST COVER 1-2081A r ��+•,«....: 8 E O ^c SCREEN WIDTH 1-0107A SPLICING OF HEADER EXTRUSION ANYIr a5r n at 1 HD 2-1/2- ANGLE BRACKET 1-2083 PLACE OTHER THAN OVER A SUPPORT ~i' V OU SD HEADER REINFORCEMENT Z LOCATION REQUIRES P.E.I. ENGINEERING I // Ca G ❑ 1-1/2" x 2" x 11 GA. GALV. 8-0089 �� ANALYSIS '•., 5 W Z� L 2-1/2' ANGLE BRACKET 8-2108A RECTANGULAR STEEL TUBE w z g S HD HEADER REINFORCEMENT // 1 / ®� 3 O ra GANGING POST 1-2082 � 1-1/2 x 4" x 11 GA. GALV. 8-0090 // ` RECTANGULAR STEEL TUBE � // 6 $ .�I O W Q 1--f O 1.32" ALUM. SQUARE TUBE 1-2022 // Z O W p 1 1 WALL POST 1-2049 ECS is. '".^. W W cj r--, WALL POST CAP 1-2051 1.5' ALUM. SQUARE TUBE 1-0201 fCK •:,•;.. •` '^: r_s: // A // E ` N Q rrm MASTER FRAME HEAD 1-0101C 2' GLAZING BAR 1-0501 VNpgr�oN.^ // W-W MASTER FRAME SILL 1-01028 ❑ AV UTILITY POST 1-2092 �L<<IS?,Rq / ••• <o` rm z 2-1/2" X 2-1/2" x 3/16' 8-0091 Tf0 // / }. i +' +t��'w �w MASTER FRAME SIDE 1-01038 STEEL TUBE a-o �.+ WALL POST REINFORCEMENT, / // 1 • + o o d z o m _ n GALV. STEEL 8-2004o ,`'„ 1-LITE MALE 1-2086 D SASH STILE REINFORCEMENT, 8-0026 GALVANIZED STEEL -• ' ' _ CL, 1-LITE FEMALE 1-2087A +.- 3' GRP MALE FRAME * 1-0114 L� WALL EXPANDER 1-0203 . •2': a C 0 W W W t m r9 3' GRP FEMALE FRAME * 1-0115 DECK FOUNDATION SUPPORTED,WITH POSTS ON _FLOOR EXPANDER 1-2056 Z� _ 1/2" x 5/8" ANGLE 1-0121 CONCRETE PIERS SHALL HAVE FOOTINGS ,,,ci ca x ci L-1 c Q o (SIZED AS REQUIRED PER LOCAL L1 1-3/4' FLOOR EXPANDER 1-2057C HANGER TAB 1-0209 TYPICAL PERIMETER CONCRETE TRENCH FOOTING _,�^, ,�^,� o C,o W a z J SOIL LOAD BEARING CAPACITY; MIN. 12' WIDTH x DEPTH PER LOCAL o "� o L MIN. 3000 PSI CONCRETE) CODE, TYPICAL (MIN. 3000 PSI CONCRETE) o PANEL CAP 1-2035 RIDGE POST TIE 8-0115 W O Z W izi o FE 4 DOWN STRAP, 6' FLARED AT BOTTOM WHEN REQUIRED "'5 a► _ �r�,1-n=W �j AACA WING HORIZONTAL 1-2073 ALUM. RIDGE POST BRACKET 8-2002 - 0 1-BEAM STEORNERIENER B_DOS, AVR SUNROOM ENCLOSURE 1y1 AACA WING VERTICAL 1-2074 STRAP (FOR 3' I-BEAM ONLY) (' � 3. ROOF DOWN KIT E * P/N 07187 (r. FASCIA, 3' * 1-0238A // TIESbOWN KIT CORNER * p/N 07188 (SINGLE SLOPE ROOF SHOWN — SEE SHEET 2 OF 11 FOR GABLE ROOF) PANEL HANGER, 3" 1-0210 6" ROOF CORNER TIE P* /N 07189 DOWN KIT Q Z LJ FOAM KNEEWALL TRIM 1-2044 0 W Z W T I-BEAM, 3- * 1-02176 � 1/8' GLAZING STOP 2-2006 W �/� 3/8" GLAZING STOP (IG) 2-2005 V J SHEET OF A. SUNROOM•ELEVATIONS j/ EXISTING STRUCTURE �. /.�. I/ / :/ /.j �i _ GIN S 14 'C. ` z AVR SUNROOM ENCLOSURE z ,. ' , �.. �; ;�,N' 0 8 I. d 0 ...4' ...�,.... W W '.i. ?t' ', ji r,i,`, ..•i'j,. 'X 'i` E 1 4 0 TEK C'r•. 2 SCREWS ,l. ce cc z 22 cn N r='- "-i � z "�.�'��...." �• ,',�%'t�.''; .,•.;:; .`�;u. r", ,,-•. .�'•' ../'..� SIZED FOR 3 `..... ' ,` .� it �:.>^:: .'yc:ix..•« :...= �• .. A z o GANGING — Z ;,y >, :^ {• i. ;,r:: ' •'^.,••'.'..,-- r ". .%'...... .:/�.•r do 6" ROOF PANELS J — `'�.'`"�.� •=_\�^ `Lt ;,+•?"" ii`'�mot,;. ^1ai"i',, ./..`•' ...'"^..•-'" .r-' .r• J�... �. c POST o >:;, y . ,. r •, -r� -�,. '".. AS REQUIRED �sy rn WALL POST _^� " �\�,1_, t ; a- , i • , :f r �.^ - " - ^.. %-' -�f%..,�... �00 1Jn v1 r \ ir NOTE: DOOR & WINDOW DIRECTION 23 a �1"�`'' `�;;` -•' `�"'' '=fir':"''";'"..^ 18A 188 z AND LOCATION ILLUSTRATIVE ONLY. 11 i z (ALL UNITS MAY VARY) N c 6 O N `" EXISTING STRUCTURES ��;i!:%'.r •• %� =c}c MAY REQUIRE MODIFICATION � "`J-'" / n o<z W c� c� WALL POST z z 5 z z FOR ATTACHMENT OF -� ' � > o z = W> n o 0 in SUNROOM ENCLOSURES •-- -,;i',•,r ��w"'' / } �<o (n W N to - -.�'`,.,�`..�.�"�...,�....''�� i"., ✓•' / Z O G W O N. SLIDING WINDOW SLIDING WINDOW SLIDING DOOR �•� ��^%'..•-''r�%" / 3 w J N z W // o c v~i SLIDING SCREEN SLIDING SCREEN SLIDING SCREENto ,' .' •t.^'" - / / a a`` VARIES / 17A 179 ® � a Lo 2-PANEL GLASS KNEEWALL (AS SHOWN) 9 9 cx G 00 - IS MAX e'-0" WIDE FOR SINGLE PANE Z U GLASS do 7'-6" WIDE FOR INSULATED GLASS. - Q O O B FOAM KNEEWALLS ARE c/S m Z— 1-PANEL KNEEWALLS ARE MAX 5'-0" WIDE w Z = MAX 8'-0" WIDE FOR FOR SINGLE PANE & INSULATED GLASS ®tz 3 =O 2 ALL AVR ENCLOSURES PLAN VIEW OF SINGLE SLOPE ROOF ENCLOSURE ISO VIEW OF GABLE ROOF ENCLOSURE ®z w .0 �W O W p 0 W NOTE: N" BUILDING CODE REQUIREMENTS FOR WIND AND/OR SNOW LOADING CAN REDUCE MAXIMUM DIMENSIONS OF DOOR & WINDOW UNITS & OVERALL ENCLOSURE ai/2MIN. ROOF PITCH z DIMENSIONS. CONSULT P.E.I. ENGINEERING FOR LIMITATIONS, o s TEMPERED GLASS / 3", 4-5/8 OR 6" ROOF WING PANEL PANEL (3" SHOWN) -GLOSS TRANSOM'= 3`, M 0 A R . ALUMINUM___ HANGER BOTTOM OF PANEL-- AT MOUNTING_- 3" ALUM. CLAD FOAM o W o m W WI ALUM. CLAD FOAM TEMPERED GLASS 1/IZE0 TEK - -BEAM O APPROX. 3'-0` O.C. WING PANEL a =o ,'� _ h s WING PANEL DOOR UNITS SCREWS SIZED FOR --SLIDING WINDOW__ _- —--'--_-- _ o 4-%" dt 6" ------ -SLIDING DOOR- EXISTING GLASS WING PANEL ROOF PANELS ;GLASS ROOF PANEL- j� AS REQUIRED (SEE -- -- --- — -- ----- ---- - ---- -_- - TEMPERED GLASS /' Z= r. `5"' G DOOR UNITS m�;o W W W S-c _i DETAIL 7A/5) o c� 3 �z W-to 4-5/8" OR --- Wat�j G H 6" ROOF PANEL - MIN.TRANSOM N _ i j z w W o (3" SHOWN) HEIGHT 8" / H V v x z / I // - • • • - --- MAX. HEIGHT 24" : ..,..-; -•.•:> :• .. :ALUMINUM E/W/ E/ X. ! /. 3sc �coi�zio -SLIDING o o G o= HANG T/oa/ MAX. -WINDOW_- MIN. - POINT MAX. 'S' W o 3 W H O=W w DOOR _ /� / // -DOOR- HEIGHT DOOR /T /Z I HEIGHT - _ 7'-0` �,' -HEIGHT_ HEIGHT �I N <%I MAX. KNEEWALL - G� /I -- HEIGHT 3' - N WALL -6_6_- �N 7'-0" GRADE _ POST _ GRADE G (n (FOAM OR GLASS)' / ax _ {-�� MAX. ` 22 1 DOOR—� 20 GLASS KNEEWALL (MAX. 5' WIDTH ( FOAM KNEEWALL 1 S C1 SEC2 11 EC3 WIDE FOR SINGLE PANELS, I 23 r Q 7 Q 118'-0` MAX8' WIDE 3 3 4 BEYOND 5' TO MAX. 8' REQUIRES(MAX. ( ) Q RES 11 � L- - - - - - - - - - - - J L - - - - - - - - - - - - - - - - - - -� TWO UNIT GLASS KNEEWALLs) L - - - - - - - - - - - - J 0 W L1.1 " �SEEDROOF (ON VARIES LSPAN CHARTS DIMENSION VARIES - DIMENSION VARIES Q Q SEE ROOF SPAN CHARTS Q — A A - WALL ELEVATION B B - WALL ELEVATION C C - WALL ELEVATION I- W 2 rz. AVR SUNROOM ENCLOSURE 2 AVR . SUNROOM ENCLOSURE 2 AVR SUNROOM ENCLOSURE � Q SHEET Z OF I•I SUNROOM DETAILS 1/4-20 TEK SCREWS ® 36", 1/4-20 TEK SCREWS ® 36", 18" OR 12" O.C. AS SPECIFIED 18" OR 12" O.C. AS SPECIFIED BY P.E.I. ENGINEERING: BY P.E.I. ENGINEERING: ;;.:;: z. : : '.: �tsIS (SEE DETAIL 7A/5) (00309; FOR 3" AFA ROOF " .::'`:�: 3", 4-5/8" OR 6" ROOF PANEL G2J5 00310; FOR 4-5/8" AFA ROOF (3" SHOWN) Zr „ _ .. 0031 1; FOR 6" AFA ROOF) ,>`.'. 1-0214A (2)-#8 x 1/2" TEK SCREWS *.':'' (2) #8 x 1/2 TEK SCREWS LL Q Z ® EA H 1-B AM _ THRU ONE SIDE OF EACH I-BEAM 1- 07 9A x ¢ v n Y. 1-02178) LOCATION; ' ::,';=,:;> (1-0217B) INTO HEADER ARM (1-0214A) ( (2) #8 x 1/2" TEK SCREWS TOP & BOTTOM 1-0238A THROUGH EACH SIDE OF HEADER 2°W wO° #8 x 1/2" TEK SCREWS, (2) AT EACH 12" OVERHANG SUPPORT (1-2079A) INTO WALL I-BEAM, (1) AT EACH END OF HEADER MAX. POST (1-2049) AT EACH GANGING SUPPORT (1-2079A) LOCATION, (1) SCREW ® 18" O.C. _ 8 BY 9P.E.IHE ENGINEERING ALONG HEADER INTO I-LITE FEMALE w 8 x 1/2" TEK SCREWS, � _j 1-0238A 12" OVERHANG t2) AT EACH I-BEAM, (1-0217B) LOCATION, 8-21 1 1 ( ) ( ) o �= r 1-2087A , AND 2 SCREWS INTO = M o <o>a F MAX. (1) AT EACH END OF HEADER SUPPORT (1-2079A) CORNER POST (1-2078A) AT EACH � W W G 8-0089; WHEN SPECIFIED #10 x t-1/4" TEK SCREWS ® MAX. END OF HEADER; TYP. AT EACH a 0 1 y ^ ,�-„a o� 8-21 1 1 AT GANGING LOCATIONS ONLY FACE OF WALL > o z �',-a BY P.E.I. ENGINEERING 24" O.C. THROUGH HEADER SUPPORT -- y 2 8 x 1 2" TEK 1-0101 C (1-2079A) TO STEEL TUBE (8-0089), r c a O 0 ( ) # / AND (2) SCREWS THROUGH BEARING 1-2087A c0i� z o c W "' SCREWS THROUGH EACH TEMPERED GLASS z a � a � z a o PLATE 8-2111 AT GANGING LOCATION SIDE OF HEADER W #10 x 1-1/4" TEK SCREWS ® MAX. 24" O.C. ( ) 2-2006 1-2086 o o N ' N'a a SUPPORT (1-2079A) 0 THROUGH HEADER SUPPORT (1-2079A) INTO WALL POST N TO STEEL TUBE (8-0089), AND (2) SCREWS 2-2005 1-01 OSA z (1-2049) AT o THROUGH BEARING PLATE (8-21 11) 2-2006 ® a a Lo EACH GANGING w AT GANGING LOCATION 2_2005 TEMPERED GLASS c00 CU U LOCATION. � Z w (1) #10 x 2" TEK ANCHORING NOTES: 1-0107A N co = SCREW AT EACH 1-0101C w .0 c o END OF MASTER -AT UNIT GANGINGS ON WOOD DECK: _ FRAME HEAD (2)- 3/8" DIAM. x 3-1/2" LONG GALVANIZED _ �� w =z cr (1-0101 C) AND AT LAGS W/ WASHERS 30 �W o 4+o U` 18" O.C. ALONG o r o v HEADER -FLOOR EXPANDER TO WOOD DECK: , z 4< N LELAND INDUSTRIES GP FASTENERS; #10 x 2-INCH 3 z < LONG SCREWS WITH DT-1700 COATING; STAGGER in SCREWS ® 18" O.C. ALONG FLOOR EXPANDERS, TYP. 0 1-0102B o 1-0105A Ix J t p< 3 z BUILDING CODE REQUIREMENTS FOR 1-01028 WIND AND/OR SNOW LOADING CAN w o a W o m a W REDUCE MAXIMUM DIMENSIONS OF DOOR & WINDOW UNITS, AND OVERALL #8 x 1/2" TEK SCREWS ENCLOSURE DIMENSIONS. CONSULT g ® 18 O.C.; (2) ® �y25 =No` W r-O¢ «y, M " P.E.I. ENGINEERING FOR LIMITATIONS. � o W W W_w m UNIT GANGING & (2) ® 1-2086 J_ " p p y- CORNER POST (1-208OA) SEE GENERAL NOTES ON SHEET 1 FOR _=x= 3= Z yU Ud t� d REQUIREMENTS FOR PRESSURE TREATED F- TEMPERED GLASS 1-2080A LUMBER AND FASTENERS. LLJ o g W = 1-2087A = ��_�� 3oZW 3" NOMINAL THICKNESS FOAM KNEEWALL �. 3 1-2056 1-2056 SEE ANCHORING NOTES w w J LLlz #8 x 1/2" TEK SCREWS ® 18" O.C.; #8 x 1/2" TEK SCREWS Y Y �' AND (2) ® EACH GANGING; ® 18" O.C.; EACH SIDE; M Q J ALUM. FLASHING i TYP. AT EACH FACE OF WALL LIP OF FLOOR EXPANDER (1-2056) (2) ® EACH GANGING �— Q LIP OF FLOOR EXPANDER 3/4" PLYWOOD OR OSB SUBFLOOR (EXTEND 1/2" BEYOND Q Z (EXTEND 1/2" BEYOND DECK FOR WOOD DECKS) 3/4 PLYWOOD OR OSS SUBFLOOR 0 w W - DECK FOR WOOD DECKS) FLOOR JOISTS ALUM. FLASHING J� z 0 (1-2056) ;;;::-JOIST HANGER FLOOR JOISTS Q — DBL. HEADER SEE ANCHORING NOTES DBL. HEADER JOIST HANGER �4_ w � sEci HEADER OVER WINDOW OVER FOAM sEc2 HEADER OVER TRANSOM OVER WINDOW OVER ry Q 3 KNEEWALL ON WOOD DECK 3 GLASS KNEEWALL ON WOOD DECK SHEET OF , 3 II (2)-#8 x 1/2" TEK SCREWS SUNROOM DETAILS 1/4-20 TEK SCREWS ® THROUGH ONE SIDE OF EACH (2)-#8 x 1/2" TEK SCREWS I-BEAM (1-0217B) INTO HEADER ® 4' O.C. MAX, TOP & BOTTOM ' 36', 18' OR 12" O.C. ARM (1-0214A) & ® EACH END 1 AS SPECIFIED BY jjs P.E.I. ENGINEERING: 3", 4-5/8" OR 6" ROOF PANEL JS; (SEE DETAIL 7A/5) ;:,'? #8 x 1/2 TEK SCREWS, (2) AT (3" SHOWN) �� EACH I-BEAM, (1) AT EACH END OF HEADER SUPPORT (1-2079A) ,. x 1/2" TEK o ¢ z s ^ < (2)-#8 x 1/2 TEK SCREWS - #8 2 _ r �¢ a SCREWS STA GG ER STAGGERED 1 �8 x 2 TE K SCREWS , `ef 2 AT EACH # EA 6 I — ( ) rn ® EACH BEAM 1 0217 B i " - AM 1- - I BE 0217E LOCATION 1 AT EACH ® 16 O.C. 1 0238A LOCATION; TOP & BOTTOM _ 20 F 1-0238A s END OF HEADER SUPPORT (1-2079A) o P " 1.2"•OVERHANG 8 x 1 2 TE K i 1-0214A V MAX. j 8-2111 AT GANGING LOCATION ONLY SCREWS;8 I" O.C. AND I OPTIONAL HEAVY DUTY HEADER (2) #8 x 1/2" TEK SCREWS THROUGH EACH ® EACH END OF L 6" OVERHANG I -�o a (1-2089A) WHE SIDE OF HD HEADER SUPPORT (1-2089A) PANEL CAP (1-2035) MAX. l o Z1-)- SUPPORT o SPECIFIED BY P.E.I. ENGINEERING INTO WALL POST (1-2049) AT EACH GANGING N C i W LOCATION, (1) SCREW ® 18" O.C. ALONG �- 1-2035 v, N N j 0 8-0090; AS SPECIFIED x 1-0121 > o i H U.a BY P.E.I. ENGINEERINGHEADER INTO I-LITE FEMALE (1-2087A), AND m-m J o - 1- 0 0 0- Z (2) SCREWS INTO CORNER POST (1-2078A) L�'' 2 73 a o #10 x 1-1/4" TEK SCREWS ® MAX. 24" O.C. AT EACH END OF HEADER; TYP. AT EACH z #8 x 1/2 TEK SCREW Z o QG W O N THROUGH HEADER SUPPORT (1-2079A) TO STEEL FACE OF WALL ® 16" O.C., TYP. < a < W F cr a o TUBE (8-0090), AND (2) SCREWS THROUGH 1-2087A ~ _ o fn > H a a TEMPERED GLASS c� BEARING PLATE (8-21 1 1) AT GANGING LOCATION TEMPERED GLASS _ ►il 1-0107A 1-2086 ATTACH H SUPPORT (1-2080A) = d o;° _ WITH #8 x 1/2" TEK SCREWS -1 ® 2 Q C v w 1-0121 THROUGH EACH SIDE OF WALL 3 z o'� ANCHORING NOTES: �1-0101 C m EXPANDER (1-0203) AT HOUSE w z g AT UNIT GANGINGS ON CONCRETE FOUNDATION: 1-0105A 1-207 AND WITH HD 2 1/2" ANGLE Z o ®� =o (2) 3/8" DIAM. x 3" WEDGE-BOLTS ir (2) #8 x 1/2" TEK BRACKET (1-2083) AT A-B OR cn cn a - ■�= o c� _ ui SCREWS ON EACH SIDE B-C CORNER POST (1-2078A) N t7 =o FLOOR EXPANDER TO CONCRETE FOUNDATION: in AT EACH GANGING & (4) #8 x 1" TEK SCREWS; o �W o 4i o 1/4" x 1-1/4" LONG ZAMAC NAILIN W LOCATION, AND (1) SEE DETAIL (7A;B/5) ON w o,, o u +� SCREW ON EACH SIDE SHEET 5 OF 1 1 '- `"a ANCHORS STAGGERED ® 18 O.C. ALONG x FLOOR EXPANDER o AT 18" O.C. ALONG H g x 1 2" TEK SCREW w < o (1-2080A); LOCATE (1) # / SCREW ON EACH SIDE ® 16 O.C., TYP. o TEMPERED GLASS z OF H FOR WALL <� EXPANDER (1-0203) 5o �"a� 1-0102B o CONNECTION TO EXISTING o == o W V cr (2) #8 x 1/2" TEKW�N= . f, BUILDING 1-2056; FLUSH WITH EDGE #8 x 1/2 TEK SCREWS SCREWS THROUGH EACH SIDE W 1-2080A OF CONCRETE FOUNDATION ®.9 ' O.C.; AT DOOR SILLS, OF H (1-2080A) INTO c� N y O J 3 TYP. AND MIN. (2) IN AND 8-2003; 6 FOR WALLS GANGING POST (1-2082) Z✓f W y, ' W OUT ® EACH GANGING UP TO 12' PROJECTION; OR WALL POST (1-2049) w Wrw<N yj=Q ONc FULL LENGTH FOR WALLS AT EACH GANGING LOCATION. <=W = W<m OVER 12' PROJECTION ix ==X" 3z&cif= SLOPE GRADE AWAY ° 1-0101C =y `=ZN=y t; CONTACT P.E.I. # o .� J ff ��o►'� oV0�R0 FROM FOUNDATION ° ° MIN. NOMINAL ENGINEERING FOR 10 x 2 TEK SCREWS AT I „ 4 CONCRETE SPECIAL LENGTH 18 O O.C. AND AT EACH END MIN. 4 c SLAB REQUIREMENTS) OF MASTER FRAME HEADS c3 ti W OS W �O=Wfn� I a( I °, � TEMPERED GLASS (1-0101 C) z o U) MIN. L 1-0105A i 0 Q J (2) 3/8T' I AT EACH GANGING ° ° 4„ TYP. A c 4 ' NEW OR MODIFIED EXISTING CONCRETE SE64 GLASS WING OVER ~ Q AT CORNER POSTS + . SLAB, TO BE MIN. 4" THICK 4 SLIDING o GLASS DOOR Ww Z o 0 MIN. 12" CONTINUOUS MIN. 3000 PSI CONCRETE Q CONCRETE PERIMETER W, TRENCH FOOTING Imo- SECS REINFORCED HEAVY-DUTY HEADER OVER TRANSOM OVER Q 4 SLIDING GLASS DOOR ON CONCRETE FOUNDATION SHEET 40F Ii 1-2051 3" ROOF TIE DOWN KIT (07197) SUNROOM DETAILS #8 x 1" TEK SCREWS (04210) PLASTIC CAP ATTACHING SUNROOM WALL EXPANDER TO 1-01 04 EXISTING STRUCTURE: ® TOP, BOTTOM, 1/3rd UP (0421 1) WASHER - STEEL, ZINC PLATED WOOD FRAMED STRUCTURES do WOOD FRAMING WITH BRICK ! & 1/3rd DOWN, BOTH SIDES TEMPERED GLASS (05856) 2-1/2"00 x 0.39"ID x 1/8" FLAT WASHER VENEER USE 1/4-INCH DIAMETER GALVANIZED LAGS rt (00309) 1/4" x 5" BLAZER SD TEK SCREW W/ CLIMASEAL WASHERS PROVIDING A MINIMUM 1-1/2-INCH EMBEDMENT ��T8 4-$/8" ROOF TIE DOWN KIT (07188) INTO WOOD FRAMING OR WOOD BLOCKING INSTALLED AND JS _ NAILED TO WOOD FRAMING AT ALL LOCATIONS NOTED G� ROOF TIE DOWN KIT' (04210) PLASTIC CAP P BELOW. FOR BLOCK MASONRY, BLOCK WITH BRICK FACING, 5y 3" IN FROM END OF (04211) WASHER - STEEL, ZINC PLATED OR CONCRETE, USE 1/4-INCH DIAMETER TAPCON LE d y HEADER SUPPORT (05856) 2-1/2 OD x 0.39"ID x 1/8" FLAT WASHER FASTENERS PROVIDING 1-3/4-INCH EMBEDMENT I 4 NTO LL `D n 1 00310 1 4" / LIM W x 7" BLAZER SD TEK SCREW W CASEAL MASONRY OR CONCRETE AT ALL LOCATIONS NOTED BELO =10 a z V o (1-2080A) ON 6" ROOF E DOWN KIT (07189 BEARING WALL: 6 Y v y NON-BEARING WALL ) LOCATE (2) FASTENERS NEAR FLOOR LEVEL, (2) AT �' Q 1-0104 ® (04210) PLASTIC CAP 1-O T06C KNEEWALL OR RAILING HEIGHT, (2) AT TRANSOM, &: 2p O (0421 1) WASHER - STEEL, ZINC PLATED (2) NEAR HEADER HEIGHT. INSTALL SINGLE FASTENERS h�O 1-2056 ® FLOOR 3", 4-5/8" OR 6" (05856) 2-1/2"OD x 0.39"ID x 1/8" FLAT WASHER LOCATED AT 16" O.C. VERTICALLY AND STAGGERED ALONG 0 1-0103B ROOF PANEL THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER 1-2049 (0031 1) 1/4" x 8" LAZER SD TEK SCREW w/ CLIMASEAL LOCATIONS TYPICAL. MASTER FRAME WIDTH MASTER FRAME WIDTH '' _« a;,:r;;., „ FOR NONBEARING WALLS: (4) #10 x 3/4 SELF DRILLING LOCATE (2) FASTENERS NEAR FLOOR, (2) AT KNEEWALL _jz� 8 x 1 2" TEK SCREW ��'r` a0a SEE WALL POST # / 4? SCREWS, THROUGH HD 2-1/2" OR RAILING HEIGHT, (2) AT TRANSOM HEIGHT, (2) AT p a W i^ EXTERIOR SIDE THROUGH HEADER SUPPORT ,'' ' "'•`�rj;� H. &c 2 NEAR TOP END OF EXPANDER. INSTALL SINGLE 1 z }o ANCHORAGE DETAIL #20 __ ANGLE BRACKET (1-2083) ( ) c ON SHEET 11 (1-2079A) OR H SUPPORT ^" 'Sa-" r= FASTENERS LOCATED AT 16' O.C. VERTICALLY AND o z w ,'} , a } INTO CORNER POST (1-2078A) STAGGERED ALONG THE EXPANDER HEIGHT BETWEEN cn (AOf W>0 j 6 WALL P 0 ST @ GANGING (1-2080A) INTO HD CORNER POST (1-2078A) & MASTER r� "" "` DOUBLE FASTENER LOCATIONS TYPICAL o Z O O N Z Tom_,sg.ab: ^.. _'.,i�z<^ p w•`.< J p s• .„.-.a_. PROVIDE (2) LAGS WITH WASHERS a c 0 5 FRAME JAMB (1-01038), AND m Z Q,jO N _ ..^,; V4. Z O PLAN VIEW (2) SCREWS FROM OUTSIDE FACE THROUGH WALL EXPANDER (1-0203) AT 3 w J 2 Z O�� 'Y'= LOCATIONS NOTED ABOVE, AND (1) LAG a a w ��a0 (2) #8 x 1/2" TEK SCREWS 4' O.C. MAX., AND (2) FROM INSIDE FACE OF WALL „ o WITH WASHER AT 16" O.C. STAGGERED 9. `� `�'<a� TYP. TOP & BOTTOM & ® EACH END 3", 4-5/8" OR 6" ROOF AS NOTED z z PANEL 3" SHOWN :i', ':° o #8 x 1/2" TEK SCREWS THROUGH O aLn ( ) WALL EXPANDER (1-0203) INTO v p cr #8 x 1/2" TEK SCREWS ® 18" O.C. :P`j '" ' '`' ::'f;::.: 1-0238A �j H SUPPORT (1-2080A); EACH SIDE z c AND AT EACH END. & ® GANGINGS ' ' ``� 1-0203 ®w 3 g o �- I H SUPPORT 1-2080A FACTORY ��`r' a #8 x 1/2 TEK SCREWS; IN 1-2035 NOTCHED AS SHOWNTO FIT .8 AND OUT ® 18 O.C. AND ® 1-0214A INSIDE WALL EXPANDER 1-0203 �w Lj o EACH END OF PANEL CAP (1-2035) MAX. 6"__I ( ) —'I •� W o L O U w 3" FOAM WING WALL ?;: OVERHANG 1., �' Q.,.• 0 8-2003; WHEN SPECIFIED BY a �ay 13 1-2080A P.E.I. ENGINEERING z (2) #8 x 1/2" TEK SCREWS CL N a '� 1-2083 GANGING POST (i-2082) NESTED IN z ON EACH SIDE AT EACH m WALL EXPANDER (1-0203) SUPPORTS 3 1-2079A � GANGING LOCATION, AND (1) ( ) o H SUPPORT 1-2080A OR HEADER G ++W 1-2078A SUPPORT (1-2079A) o W _�> SCREW ON EACH SIDE AT 18" w o W o¢m J O.C. ALONG H (1-2080A); - W 1-205 A•B H SUPPORT CONNECTION AT LOCATE (1) SCREW ON EACH rJ oNy" Z Z O y t 2 SIDE of H FOR WALL EXPANDER 1-2080A \\` CORNER POST & WALL EXPANDER (1-0203) CONNECTION TO (2) #8 x 1/2" TEK SCREWS THROUGH FLOOR EXISTING BUILDING EXPANDER (1-2056) INTO HD CORNER POST =W = W= , #10 x 2 TEK (1-2078A) FROM OUTSIDE AND INSIDE FACE W `�=Z W QcD o o= � W 2 dZg Z OF WALL. TYP. AT SIDE OF POST 8-2003; 6' FOR WALLS UP TO 12' SCREWS AT 18" = i O.C. AND AT " _��`;o PROJECTION; FULL LENGTH FOR H Q _ EACH END OF 3/8 DIAM. x 3 1/2 LONG GALVANIZED a=o a y o o; W WALLS OVER 12 PROJECTION 1-2081 ° ° LAG PER BRACKET FOR WOOD DECK & __ _ _ =W CD _ (CONTACT P.E.I. ENGINEERING FOR MASTER FRAME W HEADS 1-0101 C ° ° 3/8" DIAM. x 3" LONG WEDGE-BOLT W O a W H O=W N SPECIAL LENGTH REQUIREMENTS ( ) a ) PER BRACKET (1-2083) FOR CONCRETE (6) #10 x 3/4" SELF DRILLING FOUNDATION. TOTAL (2) ANCHORS REQUIRED J (2) #8 x 1/2" TEK SCREWS, THROUGH HD 2-1/2" SCREWS THROUGH EACH SIDE 1-0107A o OF H (1-2080A) INTO ANGLE BRACKET (1-2083) INTO 3 1 Q J o GANGING POST (1-2082) 1-0101 C CORNER POST (1-2078A) ° -2083 0 OR WALL POST (1-2049) Z 00 ° Q z �. Z AT EACH GANGING LOCATION. � Lu m (4) #10 x 3/4" SELF DRILLING Z w i 1-0105A SCREWS THROUGH EACH HD 2-1/2" Q — NON-BEARING WALL ANGLE BRACKET (1-2083) INTO C/) FOAM WIN CORNER POST (1-2078A) Lu SECS G OVER Cn > .. DETAIL AT 7C WOOD & CONCRETE FOUNDATION AN CHORALE 5 Q - SLIDING GLASS DOOR B-C CORNER - • 5 @ CORNER POST & FLOOR EXPANDERS SHEET 50F II 1-2074 #8 x 1/2" TEK SCREWS; TEMPERED GLASS SUNROOM DETAILS BOTH SIDES AT PANEL CAP (1-2035) 1-01038 AND H SUPPORT (1-2080A) 1-0104 �1 TEMPERED GLASS #8 x 1" TEK SCREWS, ® TOP & SEc1s 3" NO EIN L Lai a BOTTOM; 1/3rd UP & 1/3rd DOWN �Po�N '.; :''' •.''.` FOAM WING N a (2) #8 x 1/2" TEK SCREWS THROUGH FLOOR LL J EXPANDER o ¢ zS a PANEL E NDER 1-2056 INTO HD CORNER POST ( ) PE C9 a (1-2078A) FROM OUTSIDE AND INSIDE FACE z 1-0121; o: OF WALL. TYP. AT EACH SIDE OF POST CONTINUOUS RIOR SIDE 1-2080A; x m 1-2044 ANCHORS ® INTERMEDIATE LOCATIONS WWoo #8 x 1/2" TEK SCREWS CONTINUOUS w LELAND INDUSTRIES GP FASTENERS; ® TOP, BOTTOM & 16" O.C. O FASTENERP #10 x 2-INCH LONG SCREWS WITH DT-170 2 PLAN VIEW 0 F GLASS � Z COATING; STAGGER SCREWS ® 05 O.C. ALONG FLOOR EXPANDERS (1-2056), TYP. J o a W 6 FOAM WING PANEL `r� M � a�W~ 1-2078A 3" NOMINAL THICKNESS � N W c w� . ._ FOAM KNEEWALL z N H a z cr cr 1-2081 A ° ° #8 X 1/2" TEK SCREWS > z c a SPACED CAD 18" O.C. TYP. c a c 1-208 m Z W a o z OWES EDGE OF FLOOR 3/8" DIAM. x BEARING 8-WALL 1-2056 z EXPANDER 3" WEDGE-BOLT7 -------------- N > Naafi I 1-0501, WHEN SPECIFIED BY I 4-3 4 (1-2056) LIP - --------------- P.E.I. ENGINEERING t--___—___-- / EXTERIOR SIDE ,. ►o /#10 x 2-1/2" TEK SCREWS #10 x 2" TEK SCREWS �N e o to J 1 ' I 3" FROM TOP & BOTTOM 3" FROM TOP & BOTTOM ® � ao c N 3 �N I & MAX. ,9-,/2" SPACING & MAX. 19-1/2" SPACING I s Ecs P LAN VIEW OF A—B CORNER ir g w I 1-2022 OR 1-0201; WHEN I z c o 0 Y 3 SPECIFIED BY P.E.I. ENGINEERING 6 ON DECK FOUNDATION 3 o I HIGH WIND MEETING RAIL 1/8" POP RIVETS I ■®cc"j G a Q DECK FOUNDATIONS SUPPORTING ENCLOSURES MUST 4w REINFORCING REQUIREMENTS AT TOP, MIDDLE, I I =o cl- INCLUDE ADEQUATELY SIZED SUPPORT POSTS ON CONTACT P.E.I. ENGINEERING & BOTTOM; � CONCRETE PIER FOOTINGS PROPERLY SIZED AND LOCATED �W a w 1-2049 --- AT ENCLOSURE GANGINGS, CORNERS, RIDGE SUPPORTS, NQ -------------1 ---------- \ / AND ALL REQUIRED DECK SUPPORTS. DECK LEDGER w rl SEE DETAIL 7C ON SHEET 5 FOR \\ // CORNER POST (1-2078A) TO FLOOR CONNECTION LOAD CAPACITY,TO EXISTING HOUSE OR A CARRIER USTPROVIDE MAY BE -0106C / ONANDER (1-2056)WOOD OR CONCRETE FOUNION REQUIREDDATION REQUIRED AT THE HOUSE WALL. A MINIMUM OF ----- J 4-INCHES SPACE BETWEEN BOTTOM OF JOISTS AND TOP �Go �,~�� c 1-2051 - aWo 3C,Zi SEE GENERAL NOTES ON SHEET 1 OF GRADE MUST BE PROVIDED. �+ w CD 1-2053 LOCATE 2-3/4" BACK FROM FOR REQUIREMENTS FOR PRESSURE CONCRETE FOUNDATION SUPPORTING ENCLOSURES MUST Q W�N a a W IP OF FLOOR EXPANDER - �� TREATED LUMBER AND FASTENERS. INCLUDE A CONTINUOUS CONCRETE PERIMETER TRENCH w J tr - 1-2056 (1-2056) AS SHOWN ON FOOTING OF ADEQUATE WIDTH AND DEPTH TO PROPERLY =W a W ,� a `` CONCRETE FOUNDATION, TYP. SUPPORT IMPOSED LOADS AND PROVIDE PROTECTION FROM N 3 uj #8 x 1/2" TEK FROST HEAVE. d =W w < o tz m SCREWS EACH SIDE (2) #Sx i" TEK SCREWS; a BOTH SIDES LOCATIONS OF CLIPS WILL VARY FOR WOOD AND W o o O 8-0026; WHEN SPECIFIED 1 CONCRETE.CONNECTIONS. __Z W=_ z (1) #8 x 1 ' TEK SCREW, BY P.E.I. ENGINEERING w U 3%U d tY/ ZNS�'=VI �ZZy,�N w Fx ® TOP & BOTTOM; 1/3rd X w UP & 1/3rd DOWN 3/8" DIAM. x 3" WEDGE-BOLTS i U% ATTACHING SUNROOM WALL EXPANDER TO o o o c o z W w m 1-0104 j EXISTING STRUCTURE: WOOD FRAMED STRUCTURES & WOOD FRAMING WITH BRICK VENEER v~i/ USE 1/4-INCH DIAMETER GALVANIZED LAGS & WASHERS PROVIDING A MINIMUM 1-1/2-INCH EMBEDMENT INTO WOOD FRAMING OR WOOD r 1-2082 BLOCKING INSTALLED AND NAILED TO WOOD FRAMING AT ALL LOCATIONS 4-3/4" 2-3 4" f t NOTED BELOW. FOR BLOCK MASONRY, BLOCK WITH BRICK FACING, OR —, U) / #8 x 1/2 CONCRETE, USE 1/4-INCH DIAMETER TAPCON LE FASTENERS PROVIDING Q Q / TEK SCREWS 1-3/4-INCH EMBEDMENT INTO MASONRY OR CONCRETE AT ALL LOCATIONS ® TOP & BOTTOM; NOTED BELOW. F— if I 1/3rd UP & 1 3rd BEARING WALLS: ��ll - �"� / LOCATE (2) FASTENERS NEAR FLOOR LEVEL. (2) AT KNEEWALL OR RAILING 1-2081 A 1-2078 1-0104 1-011- 1-0106C 1-0104 N� DOWN HEIGHT, (2) AT TRANSOM, & (2) NEAR HEADER HEIGHT. INSTALL SINGLE z w (� 1-2082 1-Ol O6C wxw// FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED ALONG z Q THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL. 0 -3/4" ASTER FRAME WIDTH ROLLING DOOR WIDTH FOR NONBEARING WALLS:- Q LOCATE (2) FASTENERS NEAR FLOOR, (2) AT KNEEWALL OR RAILING HEIGHT, W (2) AT TRANSOM HEIGHT, (2) AT H. & (2) NEAR TOP ENO OF EXPANDER. SEC9 PLAN VIEW OF B—C CORNER EXTERIOR SIDE #8 x 1/2" TEK SCREWS (1) i INSTALL SINGLE FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED < NON BEARING C-WALL 6 ® TOP, BOTTOM 1/3rd UP ALONG THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL. ON CONCRETE FOUNDATION & 1/3rd DOWN, BOTH SIDES SHEET 6 OF I' EXTERIOR SIDE #8 x 1/2" TEK SCREWS ® SUNROOM DETAILS END OF HANGER (1-0210) I—BEAM STIFFENER STRAP (8-0051), 4 REQ'D AND FASCIA (1-0238A) PER GLASS ROOF PANEL; EACH AT FARTHEST INCLUDE AT 1/3 POINTS �Zs (4) #8 x 1" TEK SCREWS EDGE FROM SUPPORT; TOP AND BOTTOM BETWEEN (4' O.C. MAX.) ROOF PANEL AVAILABLE IN /8", AND 6"", 4-5 _ ON EACH CORNER AT TOP (EITHER SIDE OF I—BEAM (1-02178) 3 ACCEPTABLE, USED WITH 3" ROOF ONLY) (3" SHOWN) <. co co !D(2) #8 x 1/2 TEK U- J a s 0 cc SCREWS PER STRAP ROOF PANEL AVAILABLE IN 0.024" 3105—H174 ALUM. #8 x 1/2" TEK SCREWS ® 1 ¢ Q _ (FOR 3" ROOF ONLY) „ TEMPERED INSULATED 3", 4-5/8 OR (3„ SHOWN) SKIN; TOP AND BOTTOM Q � _ 6 END OF HANGER (1-0210) GLASS ROOF PANEL — �W00 AND FASCIA 1-0238A ( 1 0217B; AVAILABLE IN 3 4 5 „ „ - - 8 6 INCLUDE AT 1 3 POINTS / 0 S / — 3 SHOWN) 1 0114 < 0 N _ - ( BETWEEN 4 O.C. MAX. ( ) n J O<W 3/8 DIAM. BACKER ROD; TYP. 1-0114 c� i H N a zw ROOF PANEL WIDTH GLASS ROOF PANEL ROOF PANEL WIDTH ROOF PANEL WIDTH z 01 wvi>o > o z mNu-Q (36" TYP.) WIDTH 36" TYP. (36" TYP.) (36 TYP.) m z a W o z Z ui o oo� 3 w J w Z yam Q cai w �>CL Ix O ' 3/8" DIAM. GALVANIZED LAGS WITH Ec 10 3— INCH FOAM PANEL ROOF CROSS SECTION ,. WASHERS LOCATED AT REQUIRED SPACING AND PROVIDING ADEQUATE 7 ® M. <o EMBEDMENT INTO PROPER STRUCTURAL �; oix SUPPORT (SEE MOUNTING NOTE NEXT z v TO DETAIL 15 ON SHEET 8) ®,i; z =_ 3 =0 ALUMINUM FLASHING #8 x 1/2" TEK SCREWS THROUGH PANEL HANGER .�.Io =z (1-0210), I—BEAM (1-0217B) FLANGE; CONNECTING .0 1-0209 ROOF PANELS; (2) SCREWS AT EACH SIDE OF LL, W w —BEAM WEB, TYP. AT BOTH TOP AND BOTTOM OF MIN, 6„ ROOF, TOTAL (8) SCREWS PER I—BEAM (1-02178) Z MAX 4" 1" TEMPERED INSULATED GLASS ROOF PANEL G c5. U 1" TEMPERED INSULATED < 3 = EXTERIOR SIDE GLASS ROOF PANEL W O V � O O a W C yO.m J U 2 1�0= yVj V W yid W O N WNS .. , - Z <S f U Z 1/4 20 TEK SCREWS ® �W (4) #8 x 1 TEK SCREWS OWN= ==mi.7�J ON EACH CORNER AT TOP � R 36 , 18 OR 12 O.C. AS sW<� 3 HANG SPECIFIED BY P.E.I. ENGINEERING: a=29 «WWI POINT 1-0210 - 1-01 15 (00309 FOR 3" AFA ROOF; d Cp'=W s m ROOF PANEL - 00310 FOR 4-5/8" AFA ROOF; H U W o AVAILABLE 1 00311 FOR 6" AFA ROOF) —ci _22_� 3", 4-5/8", AND 6" W ` G (3" SHOWN) LASS <: MIN 6" 8 x 1 2" TEK SCREWS # / oo=oo �53g=� WIQ ROOF p j - •_; _S . MAX. 24„ ,. TH ANEL 1-0115 J N (2) ON ONE SIDE OF EACH #8 x1 TEK 3g.. TYP, OTf; MIS IMU ^.:p.;: — (1) ® EACH CORNER I—BEAM (1-02178) INTO . . ............... ---- FORM OVB f E�MISSlBLf ..... - HEADER ARM (1 0214A) PANEL DIME ROLL 1-01 15 24 MIN NSION Q ___I 1— —01 15 �- 1-0238A Q Z F— #8 x 1/2" TEK SCREWS, (2) AT EACH W W ROLLED EDGE OF ALUMINUM I—BEAM (1-0217B), (1) AT EACH END 12" MAX. O.H. z 0 Q - CLAD FOAM PANEL OF. HEADER SUPPORT (1-2079A) (NTS) Q (f� sEc11 FOAM PANEL ROOF 1-0214A c~ � > LONGITUDINAL SECTION - 1-2079A Q " SHEET 7 OF II ATTACHING SUNROOM WALL EXPANDER TO SUNROOM DETAILS EXISTING STRUCTURE /JRUCTURE/ WOOD FRAMED STRUCTURES & WOOD FRAMING WITH BRICK VENEERUSE 1/4-INCH DIAMETER GALVANIZED LAGS & WASHERS PROVIDING AMINIMUM 1-1/2-INCH EMBEDMENT INTO WOOD FRAMING OR WOOD EXISTIN BLOCKING INSTALLED AND NAILED TO WOOD FRAMING AT ALL LOCATIONS NOTED BELOW. FOR BLOCK MASONRY, BLOCK WITH BRICK FACING, OR / N+��/ CONCRETE, USE 1/4-INCH DIAMETER TAPCON LE FASTENERS PROVIDING WALL EXPANDER r �. 1-3/4-INCH EMBEDMENT INTO MASONRY OR CONCRETE AT ALL LOCATIONS (1-0203) 1 a z EXISTING STRUCTURE' NOTED BELOW. EXISTING STRUCTURE 5 E / BEARING WALLS: (REMOVE SIDING) �r 4 LOCATE (2) FASTENERS NEAR FLOOR LEVEL, (2) AT KNEEWALL OR RAILING . :•- HEIGHT, (2) AT TRANSOM, & (2) NEAR HEADER HEIGHT. INSTALL SINGLE = 1-2082 FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED ALONG o 1-0103B 1-2044 THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL. FOR EXISTING WOOD STRUCTURES; FOR NONBEARING WALLS: 3 in PROVIDE SOLID WOOD BLOCKING LOCATE (2) FASTENERS NEAR FLOOR, (2) AT KNEEWALL OR RAILING HEIGHT. 1-OlO4ce AT EXISTING WALL AS REQUIRED (2) AT TRANSOM HEIGHT, (2) AT H. & (2) NEAR TOP END OF EXPANDER. O Q 0 8 x 1 2 TEK SCREWS a -�. - INSTALL SINGLE FASTENERS LOCATED AT 16" O.C. VERTICALLY AND STAGGERED # / Lj MIN. 1-1/2 EMBEDMENT INTO ALONG THE EXPANDER HEIGHT BETWEEN DOUBLE FASTENER LOCATIONS TYPICAL. ® TOP, BOTTOM, 1/3rd ") o a o W STRUCTURAL FRAMING UP & 1/3rd DOWN w N z o W 0 x ALL EXPANDER (1-0203) MOUNTING TO EXISTING STRUCTURES: REMOVE EXISTING TEMPERED GLASS " 1 N N 2<z ® EXISTING STRUCTURE SIDING AND ANY COMPRESSIBLE SHEATHING AT CONNECTION o > o Z tn 4 (REMOVE SIDING) POINTS OF ENCLOSURE TO HOUSE. LAGS MUST BE o J o z #8 x 1/2" TEK SCREWS ® SECURELY ANCHORED TO STRUCTURAL FRAMING OR INSTALL m z a w o y BLOCKING SECURELY FASTENED TO STRUCTURAL FRAMING TO 3' w Zi N z W m a < ,�„ Cra o PROVIDE MINIMUM 1-1/2 ' EMBEDMENT FOR MOUNTING o o N in QQ� TOP, AND BOTTOM, BOTH SIDES 3" FOAM WING PANEL FASTENERS. z 13 PLAN VIEW OF FOAM WING PANEL 14 PLAN VIEW OF ROLLING DOOR z o 8 AT EXISTING STRUCTURE 8 AT EXISTING STRUCTURE — ° ®� 3 =o EXISTING ROOF '�N U a MIN. 3/8" DIAM. GALVANIZED LAGS W/ SHINGLES �� =z WASHERS LOCATED ® REQUIRED SPACING ® �W c w & PROVIDING ADEQUATE EMBEDMENT INTO PROPER STRUCTURAL SUPPORT SHEATHING a EXISTING STRUCTURE z REMOVE SIDING AT TAB/HANGER ATTACHMENT / EXISTING RAFTER U W d s O W • SIZE AND SPACING ALUMINUM FLASHING ( ) VARIES) O O d= C m- _ MOUNTING NOTE: THE QUANTITY 1-0209 aW "BoIdW d¢Z O N Q=W N S AND SIZE OF FASTENERS #8 x 1/2" TEK SCREWS THROUGH PANEL REQUIRED VARIES BY o aWoa HANGER (1-0210), I-BEAM (1-02178) APPLICATION. A LEDGER WITH g 15 Y o W FLANGE; CONNECTING ROOF PANELS; (2) _ _ _ _ _ _ _ W `m= MORE LAGS ADEQUATELY SCREWS AT EACH SIDE OF 1-8EAM WEB, N FASTENED TO THE EXISTING TYP. AT BOTH TOP AND BOTTOM OF ROOF, W N yW 0 0 <__� WW�o� STRUCTURE, OR A SUPPORT BEAM MOUNTED ON SUPPORT TOTAL (8) SCREWS PER I-BEAM (1-02178) o cm 3 w p W O O O W O Z o EXISTING POSTS AT THE FACE OF THE - EXISTING STRUCTURE MAY BE BEARING WALL =oo REQUIRED UNDER HEAVY LOADS. LOOKOUTS W o 3 W O S W N d CONSULT P.E.I. ENGINEERING OR AS REQUIRED E RED THIS Q METHOD OF ATT ACHMENT IS NOT A LOCAL DESIGN PROFESSIONAL RECOMMENDED WITHOUT P.E.I. PER ENGINEERING FOR JOB SPECIFIC REQUIREMENTS. ENGINEERING ANALYSIS ANALYSIS (� Q Q J SEE "MOUNTING TO EXISTING 3", 4-5/8" OR 6" ROOF PANEL THIS MOUNTING METHOD MAY REQUIRE �— STRUCTURES" NOTE ABOVE FOR (3" SHOWN) LOOKOUTS ADDED OR ADDITIONAL REINFORCEMENT Q Z ADDITIONAL INFORMATION. 1-0210 NOTE: AND/OR FASTENERS AT EACH RAFTER LOCATION. 0 W W EXISTING STRUCTURE MUST BE EVALUATED FOR Z 0 M 1 5 TAB AND HANGER ASSEMBLY STRUCTURAL SUITABILITY BY LICENSED ENGINEER. Q 8 (WALL MOUNT) 1 s TAB AND HANGER ASSEMBLY > $ (FASCIA MOUNT) Q SHEET 8 OF I) 4x4 POST WITH' REQUIRED NOTCHING SHOWN. SUNROOM DETAILS SEE GENERAL NOTES ON SHEET 1 FOR FOR 4x6 AND 6x6 POST, STOP FLOOR ANCHORING NOTE: REQUIREMENTS FOR PRESSURE TREATED EXPANDER (1-2056) ON EACH SIDE OF FOR WOOD USE: MIN. (2) 3/8" DIAM. 8-0091 Y;:�.; LUMBER AND FASTENERS. RIDGE POST .,� _ x 3-1/2" LONG GALVANIZED LAGS NOTCH. BOTTOM OF RIDGE POST TO (MIN. 1-1/2" EMBEDMENT INTO 1-2092 W/ 2-1/2" x � hP' THROUGH 0 x 2" OR SCREWS CLEAR WEEP SHELF & FLOOR EXPANDER STRUCTURAL FRAMING ; / 2-1/2" x 3/16" P THROUGH INTERIOR FACE OF ) FLOOR EXPANDER (1-2056) Ridge (1-2056) SIDEWALL (4x4 POST ONLY) . STEEL TUBE (8-0091) o ¢ z s e ` INTO RIDGE POST Post FOR CONCRETE USE: c+ r c '/4- REMOVE INTERIOR LIP OF FLOOR (2) 3/8" DIAM. x 3" WEDGE-BOLT (LENGTH OF STEEL TUBE EXPANDER (1-2056) AT POST LOCATION INSERT TO BE EXACTLY 3/8" DIAM. x 3-1/2" LONG SAME AS AV UTILITY POST) GALVANIZED LAG WITH WASHER 1/2" ° 3/8" DIAM. x 3" WEDGE-BOLT; r'� EACH SIDE OF RIDGE POST o TYP. EACH SIDE OF RIDGE POST ON ON WOOD FOUNDATIONS i-�/e^ CONCRETE FOUNDATION ° NOTE: LOCATE LAGS/BOLTS IN HOLE °Il 1-2053 CLOSEST TO INTERIOR OF a/8. o ° (3) #10 x 1-1/4" TEK ^ o 2-1/2 ANGLE BRACKET SCREWS THROUGH WALL M O a W ROOM TYPICAL ° o ° ° ° _ ' (8-2108A) EACH SIDE _ POST SUPPORT BRACKET o z c}c��... OF RIDGE POST (1-2053) INTO UTILITTY c� i N N o c PLYWOOD OR OSB ° u o o�:j' FLOOR EXPANDER (1-2056) POST (1-2092), TYPICAL Z c Z oQ DECK SURFACE o a LIP FLUSH WITH AT EACH SIDE O=' Z coND TIO EDGE OF CONCRETE ON o m z <"_o 0 1-2056 r' � FOUNDATION'S' � e ��i�'r SHOWN CONCRETE FOUNDATION (2) #8 x 1/2 0 Z .. J N Z O W 2 TEK SCREWS " o a u w F�a0 TRUGRIP ANCHORS r s. (2) #10 X 2" TEK SCREWS o o N N a Q L, ® 18" O.C. TYP. THROUGH FLOOR EXPANDER (1-2056) o STAGGERED DECK INTO RIDGE POST , FOUNDATION ALUM. FLASHING J SHOWN (4)-#10 x 2" LONG TEK SCREWS AT EACH BRACKET; TYP. dt L Qc(2) #8 x 1/2" TEK SCREWSo m00 FLOOR EXPANDER (1-2056) LIP 1-2056 THROUGH FLOOR EXPANDERu p OOVERHANGS WOOD HEADER (1-2056) INTO SIDEWALL LIPS �' z-BY 1/2" ON DECK FOUNDATIONS OF UTILITY POST (1-2092) 3»A WOOD RIDGE POST ANCHORAGE 17B AV UTILITY POST RIDGE POST ANCHORAGE =z9 AT FLOOR EXPANDER gAT FLOOR EXPANDER Lj (BOTH WOOD DECK & CONCRETE FOUNDATION SHOWN) (CONCRETE FOUNDATION SHOWN) La r (WOOD POST SHALL BE PRESSURE TREATED < FOR CONCRETE FOUNDATION) WOOD RIDGE BEAM o O SIZE AND NUMBER OF MEMBERS AS SPECIFIED MIN. 3/8" DIAM. x 2-1 2" LONG 81C BY P.E.I. ENGINEERING / GALVANIZED LAG W WASHERS INTO RE BEAM, (SPACING AS SPECIFIED V= ALUMINUM FLASHING BYIDG P.E.I. ENGINEERING) <�=o �<=W�= ��O Z W p W y.d W 3", 4-5/8" OR 6" PANEL 1-0209 �tg HANGER (3" SHOWN) (1-0210) TYP. BOTH SIDES ALUMINUM FLASHING AS REQUIRED' W (2) #8 x 1/2" TEK SCREWS, AT TOP & .BOTTOM OF EACH I-BEAM (1-02178) CONNECTINGCD W Za=J� 1-0210 �Oi=V OOOWp= PANELS; BOTH SIDES OF ROOF dS� o < o No =o CC 3", 4-5/8f f OR 6f f ROOF PANEL (3" SHOWN) THERMAL BREAK Q W #8 x 1/2 TEK SCREWS, (2) INTO EACH [-BEAM (1-02178) f (— L�t Q CONNECTING PANELS; BOTH SIDES P.E.I. 8" (1-0229) OR 3", 4-5/8" OR 6" ROOF PANEL 6" (1-0218) ALUMINUM (3" SHOWN) ALUMINUM FLASHING AS REQUIRED w w RIDGE BEAM (8" SHOWN) Z 0 Q 18A ALUMINUM RIDGE BEAM W Q N use WOOD RIDGE BEAM � w > 9 AND PANEL HANGER 9 WITH TAB AND HANGER of Q. SHEET 9 OF II SUNROOM DETAILS USE MIN. 3/8" DIAM, x 2-1/2" STRAP IS CONTINUOUS �s \� GALVANIZED LAGS W/WASHERS BEND OVER CORNERS INTO RIDGE BEAM; (SPACING AS SPECIFIED BY P.E.I. ENGINEERING) OF RIDGE BEAM) Q ° PANEL HANGER (1-0210) TYP. BOTH SIDES c _(3)-#10x 1 1 4" TEK SCREWS ° .�Ji' li y` WOOD RIDGE BEAM (SIZE AND �" A. THROUGH RIDGE POST BRACKET INTO NUMBER OF MEMBERS PER P.E.I. `./rChN p RIDGE BEAM; EACH SIDE ° HANGER TAB (1-0209) ', rJ ''. ENGINEERING REQUIREMENTS) TYP. BOTH SIDES „ I 0 (3) #10 x 2 TEK SCREWS 8-2002 AT EACH i MIN. (5) #10 x 2" TEK SCREWS \ INTO EACH SIDE OF BEAM THROUGH RIDGE POST BRACKET oD SIDE OF RIDGE POST MIN. (5) #10 x 2" TEK ° W 0 a 8 002 INTO RIDGE POT W a o 2 S \ ) E M O —w W i e SCREWS INT PPT 4x4, 4x6 R ID O RIDGE EACH SIDE 1 i I „� z o 0 s 6x6 RID GE _o P.P.T. 4x4 4x6 6x6 POST EACH SIDE w P o w ,D J RIDGE POST TYP. AS SPECIFIED i Woo o a Z 8-01 15 I R�dQ 1 2 MIN. LAP LENGTH ON POST; z Im o W>o #10 x 2" TEK SCREWS; (2) ® TOP (SIZE DETERMINED BY LOAD, ; post > O z �- cx a i TYPICAL AT EACH SIDE OF POST } o o o Z & BOTTOM, AND STAGGERED ® CONTACT P.E.I. ENGINEERING) � m �� 12" O.C.; TYP. AT EACH SIDE OF POST o z a o to NOTE: HIGH WIND CONDITIONS MAY SEE GENERAL NOTES ON SHEET 1 FOR g .. J N z c W REQUIREMENTS FOR PRESSURE TREATED a a r a ix a o a �- RE QUIRE UIRE ALTERNATE U > Q E TE CONNECTIONS. EC IONS. 1-2044, TYP. AT EACH SIDE OF POST LUMBER AND FASTENERS. o o N � H a a� ALUMINUM RIDGE BEAM REQUEST P.E.I. ENGINEERING. WOOD RIDGE BEAM >. 6" ALUMINUM RIDGE BEAM (1-0218) ON WOOD POST ON WOOD POST " ® = oLo OR 8" ALUMINUM RIDGE BEAM (1-0229) USE 3/8 DIAM. x 2-1/2" LG. z o c (NOTE: 6" ALUMINUM RIDGE BEAM 9A 1!V O O D RIDGE BEAM T O RIDGE POST CONNECTION GALVANIZED LAGS W/WASHERS o 0 ACCEPTS 3" PANEL HANGER (1-0210) INTO RIDGE BEAM STAGGERED crs w z ONLY, 8" ALUMINUM RIDGE BEAM ACCEPTS 10 NOTE: HANGER TAB (1-0209) AT OPPOSITE SIDES (SPACING ®� 3 gp WHEN USING EPA APPROVED PRESERVATIVE TREATED LUMBER AT4-0 = 3", 4-5/8" OR 6" PANEL HANGE TYP. BOTH SIDES AS SPECIFIED BY P.E.I. N O 0 Q GANGINGS, FIRST ISOLATE WOOD POST FROM ALUMINUM BY WRAPPING ENGINEERING) CD w =z WITH EITHER OF THE FOLLOWING: 15LB ROOF FELT, OR 10 MIL PLASTIC 8-0115 SHEETING PRIOR TO INSTALLATION OF ALUMINUM CLIPS OR TRIM COIL. w 0 W o PANEL HANGER (1-0210) ALL FASTENERS IN DIRECT CONTACT WITH PRESERVATIVE TREATED a o� WOOD SHALL BE HOT-DIPPED GALVANIZED PER ASTM A153, OR TYP. BOTH SIDES OTHER APPROVED PROTECTIVE COATING. TRIM COIL TO BE ATTACHED z TO ISOLATED WOOD POST USING STAINLESS STEEL TRIM NAILS. i ; ; WOOD RIDGE BEAM (SIZE AND Q NUMBER OF MEMBERS AS (3)-#10 x 3 4 SELF DRILLING 1-0210 y SPECIFIED P.E.I. ENGINEERING) "/ MIN. 5 8 x 1 2 TEK SCREWS Id a ; W SCREWS THROUGH RIDGE POST WALL EXPANDER (1-0203) THROUGH GABLE POST TIE DOWN ;'it ti USE (5)- #10 x 2" TEK BRACKETS (8-2002) INTO ° W/LIP PEELED. FORMS CAP STRAP (8-01 15) INTO AV ° ' i'ti !i SCREWS THROUGH GABLE c oa W C m J V S RIDGE BEAM; EACH SIDE FOR AV UTILITY POST 1-2092 POST TIE DOWN STRAP o= W W W ( ) UTILITY POST (1-2092) W=9 t94y WHS 1-2044, TYPICAL; EACH SIDE ° o EACH SIDE (8-0115) INTO EACH SIDE 2 10 x 2" TEK SCREWS MIN. 4 8 x 1" TEK W O # WALL EXPANDER (1-0203) & >o W W m= E SCREWS( ) # THROU � � GH . OAM KNEEWALL TRIM � o �, W= THROUGH RIDGE POST BRACKETS %' %'' (1-2U44) INTO RIDGE BEAM; W/ LIP PEELED. FORMS CAP ��=E =o��m3 a= 8-2002 AT EACH �,�„R! d=&�-._ INTO UTILITY POST FOR AV UTILITY POST (1-2092) SIDE OF RIDGE POST EACH SIDE ;Z3W= 1-2074 (WHEN 12„ ( ) a�� A-_�_� o % � 3_0-- ��>o AV UTILITY POST 1-2092 GLASS WING IS USED) AV UTILITY POST (1-2092) i i W/ 2.5" SQR x 3/16" STEEL _ W a W o W/2.5" SQR x 3/16" STEEL ' ° i TUBE (8-0091) W a-W X O=_W N TUBE 8-0091 AS SPECIFIED #8 x 1 ' TEK SCREWS; °._ (LENGTH OF STEEL TUBE #8 x 1" TEK SCREWS; ,i ^ BY P.E.I. ENGINEERING (2) ® TOP & BOTTOM, (1) ° o ' INSERT TO BE SAME AS c-° STAGGERED ® 12 O.C.; o AV UTILITY POST) cn (2) TOP & BOTTOM, (1) TYP. AT EACH SIDE OF AV Q —� STAGGERED ® 12" O.C.; e ° e e UTILITY POST (1-2092) ° o Q TYP. AT EACH SIDE OF AV 8-2108A 1-2044 Q z UTILITY POST (1-2092) ° 2-1/2" ANGLE BRACKET (8-2108A) FASTENED TYP. AT EACH SIDE C:) W w 1-2080A WITH MIN. (4) #8 x 1/2" TEK SCREWS NOTE: HIGH WIND CONDITIONS MAY Z 0 Q THROUGH EACH LEG OF ANGLE BRACKET REQUIRE ALTERNATE CONNECTIONS; WOOD RIDGE BEAM INTO UTILITY POST (1-2092) AND ry H-SUPPORT (1-2080A) REQUEST P.E.I. ENGINEERING ON UTILITY POST W ALUMINUM RIDGE BEAM 19B ALUMINUM RIDGE BEAM TO RIDGE POST CONNECTION U' Q ON UTILITY POST o SHEET10 OF 11 I 1-2049 SUNROOM DETAILS 8-2004; WHEN SPECIFIED 1-2049 1-2082 %;- —BY P.E.I. ENGINEERING °� /�%,r✓% (2) #8 x 1/2" TEK SCREWS THROUGH TEK SCREWS THROUGH '" FLOOR EXPANDER (1-2056) INTO WALL POST SUPPORT LIPS OF WALL POST (1-2049) ANCHORS SAME AS DETAIL 20 s <o BRACKET (1-2053) ANCHORING NOTES: WEDGE-BOLTS o J z FOR WOOD USE: MIN. (2) 3/8" DIAM. � , SHOWN INTO WALL POST x 3-1/2" LONG GALVANIZED LAGS EACH SIDE (1-2049 TYPICAL o ° WITH WASHERS 1-2056 E ° FOR CONCRETE USE: MIN. (2) 3/8" DIAM. x 5" I 4- 3" WEDGE-BOLTS o v ° V (2) #8 x 1/2" TEK }a SCREWS THROUGH FLOOR - Z c EXPANDER (1-2056) INTO c a z� ° 1-2053 WALL POST (1-2049) MIN. (2) #8 x 1" TEK > o z Q a o a SCREWS THROUGH FLOOR c o_,o o (2) #8 x 1/2" TEK SCREWS EXPANDER (1-2056) INTO m z a,`',ov2 ° THROUGH FLOOR EXPANDER (1-2056) 1-2056 GANGING POST (1-2082) ON c a V a o:.a o INTO LIPS OF WALL POST (1-2049) 22 WALL POST CONNECTION AT EXTERIOR AND ON INTERIOR ly 2) #8 x 1/2" TEK scREws 1-2056 1 1 NON — BEARING WALL 23 GANGING POST CONNECTION > > Z THROUGH FLOOR EXPANDER AT NON —BEARING WALL (1-2056) INTO WALL POST (1-2049) c 2 00 MISCELLANEOUS ROOF DETAILS NTS z ° co to WALL POST CONNECTION , . . .DOUBLE I—BEAMS .®N o AT BEARING WALL 2-3/4 WIDE FOAM PANEL � I s =- #8 x 1/2 TEK SCREWS, ® HANGER, ®�-' o SPACER BETWEEN I-BEAMS z q 4;o (1-02178) FASCIA LOCATION, ® 1/3 POINTS BETWEEN �``' w HANGER AND FASCIA BUT NOT MORE THAN N a (4) #8 x 1" TEK SCREWS z ON EACH CORNER AT TOP -3/4� 4' O.C. MAX. TYP. TYP. a - --_- U �l 1]4 � ��.a 3ozi 1-2079A (2) #8 x 1/2" TEK 1" TEMPERED INSULATED 3", 4-5/8" OR 6"'ROOF <W _ 8 a a W SCREWS PER STRAP GLASS ROOF PANEL PANEL (3" SHOWN) LOCATE SCREWS LINE ON SEC10 SHOWN WITH DOUBLE I—BEAM 3 4-5 8 OR 6 ROOF -�_§ SCREW LINE OF �\'`�f� ��, �� i �=os HEADER SUPPORT 8-2111 FOR REINFORCED HEADERS 8-2004 WHEN SPECIFIED BY P.E.I. ENGINEERING (3) #8 x 1/2" 1/4-20 x 5" HWH "BLAZER" SD5 TEK SCREWS W/ TEK SCREWS CLIMASEAL FINISH AND WASHERS (3" FOAM ROOF) ° THROUGH HEADER •� SUPPORT 1/4-20 x 7 HWH BLAZER" SD5 TEK SCREWS W/ ff O O (2) #8 x 1/2" TEK CLIMASEAL FINISH AND WASHERS (4-5/8 FOAM ROOF) H (1-2079A INTO SCREWS THROUGH WALL POST 1/4-20 x 8 HWH "BLAZER" S05 TEK SCREWS W/ •-W o 3 W o=W N HEADER SUPPORT CLIMASEAL FINISH AND WASHERS (6" FOAM ROOF (1-2079A) INTO (1-2049) (SPACING PER HIGH WIND- REQUIREMENTS) J LIPS OF WALL POST CONTACT P.E.I. ENGINEERING ENLARGED DETAIL (1-2049) , Q J 1-2049 I 1-0214A I— Q 21 HEADER SUPPORT TO WALL POST Z8-0051; FOR 3" ROOF ONLY Q z ! 0 ui > > CONNECTION AT BEARING WALL 1-2079A 12" 1-0238A Z 0 p Ec11 HIGH WIND FASTFENING °VMAXNG � w 7 AT HEADER SUPPORT w � Q SHEET II OF 11 II �I i I' I' B-B 14'-0-1 k f'. I ;r o f' Cut existing foundation to allow for 2 x 8 Header new door installation Proposed O Additional N Existing Garage Existing ::Garage _ House 14' x 24' _.. . - N 2 LVL Header 71-0" 7'-0" Proposed Floor Plan el 14'-011 <B- Name; Ken Webster 658 Wakeby Rd i Scale; Drawn By; Sheet No. 1/4"= 1'-0" Ransford Bawd 15 Scituate RD Date; Mashpee MA 01 12 - 10 - 2007 02649 lod � Proposed Addition Existing House. 14'-0" rn � ,X U � Match Existing Roofing < LL w a, E3 E3 E3 Ell � w Front Elevation X0 w .►- CL � � 2 x 8 Rafters @ 16" o/c D( 0 � .o � c M �i L C % 'X 1-7/8 x14 " Lam Beam 2 w ( Contractor To Verify-] Match Existing Siding Size & Connection I Left Elevation Pro osd I Name; Ken Webster 658 Wakeby Rd Roof Framing Scale; Drawn By; Sheet No. 1/4"= 1'-0" Ransford Bawa 15 Scituate RD Date; Mashpee MA 02 12 - 10 - 2007 02649 2X4 STUDS 16"O/C 1/2 EXTERIOR WALL SHEATHING SIDING 4"CONC. SLAB SIDING PER PLAN 2X6 P.T. SILL U) w FINISHED Q GRADE i a 14'-0" co ° ° N 1/2"X10"AB'S Fill o a ° a co a v J ° �— 14" Foundation Detail AAA A-A o x N I CONTINUOUS RIDGE VENT 1-7/8"X 14"LAM BEAMS (CONTRACTOR TO VERIFY SHINGLES WITH ICE ZE AND CONNECTORS AND WATER SHIELD NEEDED) TO CODE 1/2"ROOF SHEATHING 8 2"X 8"RAFTERS 16"O/C HURRICANE CLIPS 2"x 8"CEILING jOIST@ 14'-0" { 16"O/C 1' X8„FASCIA SOFFIT& FASCIA --. Foundation Plan G Proposed) 2"X 4"TOP PLATES ( 1/2"EXT. PLYWOOD 2"X4"FRAMING 16"O.C. 2"X4"BOTTOM PLATE 2"X6"TREATED SILL PLATE SILL SEAL 4"CONCF ETE SLAB GRADE ANCHOR BOLTS _ Il l l i 11 11 l (AS PER CODE) III-III III-11H FOUNDATION WALL BACK FILL I Name; Ken Webster CONC. FOOTING 658 Wakeby Rd Ett Scale; Drawn By; Sheet No. Section B-B 1/4"= 1'-0" Ranst'ord Bawa 15 Scituate RD Date; Mashpee MA 03 12 - 10 - 2007 02649 S)/ 2"PEAS TONE 2 ram• O \ (.L_ 4"C. 1. DIST Box ,••• •• --''��Y \ �- �� \ V ; 2• MIN MIN 1000 , �, 1000- GAL- �-T VGAL. - � PRECAST OR # SEPTIC 6 , e� • BLOCK TANK �1'•'. SEEPAGE PIT '• , e o f Q -_-y l 4 20' MINIMUM FOUNDATION 1 94 � I % WASHED STONE ELEVATION SKETCH ` SCALE I"- 4' I \ i J i l � •v tIr o . r. 17_' \ 3 j -8 ff i,owl/ Ae 4 % • ;4 I r "-*ik 1 801L LOG TP1 -- — _ r w. Gam^ ` � ELEVATION SCHEDt. LE ay PROPOSED SITE PLAN ;v/ I INV AT FOUNDATION p SEWASE SYSTEM DESIGN i�Nf7, 7 ^_ 2 INV INTO SEPTIC TANK _ _ 9J'js IN --�- 3 1 NV 0- T OF SEPTIC TANK 9�•�Q A/�/�S'r��C. f/�r h kJ %J U 5 rt1 I c,�S1 i i't s.� ' Alo w - / 4 INV `,TO DISTRIBUTION BOX = , SCALE I"- C[�� QC''-, 19 �� SCALE I 4' S 1NV OUT OF DISTRIBUTION BC'x y�� -7� -CAPE COD SURVEY CONSULTANTS YL7 r[RQ RATt (l/�d�� c� �'11Gii 6 INV INTO SEEPAGE PIT - ROUTE 132 TEST BY : r✓rrk7-JAlA A TOWN INSPECTOR: f:Zrlr/ ' .94 ;�? Gf� %v l� 7. BOTTOM OF PIT �i 70 HYANNIS, MASS. BACKHOE OPERATOR L A';c �rrI�#oN w8rw Swvn co.OuLrANn, INC, r "f f [27 MADE ON 4k BOTTOM OF STONE LAYER ='