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HomeMy WebLinkAbout10a r••�. t \ ww N / / \ w. -.`� 1l Ys, the unjermiSM& p•��hetetes.d drAjors f the State srt \� _ a •~^� +� I r• ;# paralf�iorial the t1w Vitus 111"111" at, ; Col1M►Made" jndlaoc' beraw atrera s + ataloed bW ,tw, ami shat tura • i :;>5a �f, �'' { ,`. `. ,•t !►,: ,� \.� ��'Q" r 1►., y.wLtmw 34 :, t!M`irld;:IN Ila tlat �•Z. t r Se flew #ti lis sss�t Bast in llaailton Csast,Y. 1'a ju TIMINIft, IT 1f1R since 4s'°siD'a « paVrttaslar s follws --- - ,. ° y► a y dam• �4 r �_.. ".ha feat West of the seat lige 71 < + _ _ �w tfi � .r�. ... � ♦. "r!, ," •� � '; } � -`, w „� ��� the aar1Q ISna'ot-a•!h- half quWtsr f inttb iA ..tb* r Une of. the �t•� Vast KoonsBasltosd thence a��alo°�aud�tYheand 37.00 ..�: ling of ths�-af Mioiroa gad ,.. , x sr e X ,- - '►.'rY• feet, diateat Vogt ftoa the Osmk no of the aforesaid' earth r x e • ie•-! �, - 'i, f1 ` half • quarter ssatLos a distsaoe of 9'11.00 fast to the point '� Q ` e - _ *� �• i w. the south line ta,, d half gaarbr sectiara 33.E feet I �� • �� ` �f distant West rms the souttrsat garner t6ti�ea[i tbraass oat y4 •r ' ..a along and with t5e -south rias of eforesaid q mrter section �\ `t�OliQsa29r ��.�defLet ingk 1W1.8feet to the smt$«at e0 -t 9LtLMeedoVa Additioat First Seating� th 37 in the aad wi the east Lim Of Lots 36 and aforresaidaidCblle& Meadows tdditlora.. First .'stun and the « p1lnr of Lot 55 is College Imdows Addition. 1si.!!tthseatraidl3 the southwest comer of Lot 54 is add • ssosZos�v ' ' V �� ` - e !��..► �.) 'Second Section, n,rlh abmrd4defleating r4ot 45048` lice of !Meadows Addition, la along and with the soatht: feet; aortiieast+.a Second Section a distance gf 533.0¢ f«t; t; 0.1'. ce ,R 4e �• �\ I 1 randiy deflecting right 26 481 a distance $f�158.25 fest; thence awthsaataasdl7 deflecting right 52 39 a distance of L t I A 110.91 feet to a point on the nosthvestwardly iHght"°t-+as fine of Chevy Chase Lane; thence norttisaatxnrdlT along and t •'� ''* with the said right►4f-VOY line and on a curve to the loft having a radius of 675.0D feet and deflecting left.91�12t i r s� tri -• M v ~ aasured �lt>sg said chord tic thea mint of mat 00 to•the f Norseeaid h r "v ' ' �► tberae aruthenetValdlT deflecting right Be 06t a die a•- �' �± I� W curve of 220.00 feet; thence eastrardiy deflecting left + c r t t a dill' ig a of 128.06 feet; 14-000, aaatwssdl,T donee— IF onee- " r �M ri ~ t _ I ging right ll' a distance o� 38'9.00 feet; thence north- "'}eastwardly deflecting left 42 27' a diatmge of 145.83 feet; +~ `co. '' N Al thence northeastrardly deflecting right 15 42' a distance Of �i line 141.7 feet to a point thence the no thward2 right and with the ,ss i v of Birnas goods Seed; thence aorttrra:d2y t n' ss aforesaid ridtt-of-u's7 Lina and on a ourve to the left hnv- } ing a radius of 175.00 feet and defMactine left from the Y t O' Inst described line 920,30 n distance of 25.00 feet measured on the chord to t Hca t of otaa tangency; Ot thence sst to, the eas ~ ! r O1A i w ilt fleating right L-of-wsJ line of B:iram !foods Trail; tbance morthwasdl.Y ro line and at t a alb and with tts said right --May w to the last described lies and OM ,& tangent a distsnew Of t r t+0 r 60.00 fest to the point of curve having ia radius of 575.a 4 4 �, feet; thence oontiaue along said carve to the right aiia- = Lance of 191.51 feet to the point of taapaaT �'�• o ��► M theaca continue northxardly alone said east � -way -foot; « 34566ceesteato t I ( twardlY fins and along said tangent 17.00 t 1 deflecting i 0 • a distance pin of . containing ;iZ.9fr more or eaa« The size of the lots and ridtha of the streets ars shorn i 1 :•y . tt t u } "' C is figures denoting feet and 3soira+l parts thereof. . . . -_ _• a sH. 4..,,.. mra stakse at i 73 GENERAL NOTES These plans were designed to conform to the latest edition of Uniform Building Code issued by the International Conference of Building Officials (UBC), the Basic Building Code issued by the Building Officials and Code Administrators International, Inc. (BOCA), and the One and Two Family Dwelling Code issued by the Council of American Building Officials (CABO). adhering fo the most stringent code requirements in each case at the time the plans were drawn (exclusive of seismic and high wind regulations). Due to continuous changes in both local and national building codes, accommodating all building restrictions is impossible. Therefore, these plans are subject to local requirements and interpretations. It becomes the responsibility of the user to make certain these plans comply to local code requirements. In the event of a conflict between specifications contained in this set of plans and applicable codes or regulations in your area, the more stringent provision shall apply and be followed during construction. Variations required by local building officials shall not be binding on the designer or the Garlinghouse Co. Inc.. The Garlinghouse Co. Inc. is not responsible for the availability of any suggested manufactured products specified on these plans or materials lists. 8LNLDER QUALk9CA7i10NS & CONSTRUCTION STANDARDS These plans are intended for use only by persons knowledgeable in and familiar with generally accepted methods, techniques and industry standards for construction, and who are familiar with all applicable codes and other regulations that govern the construction of this type of structure. All construction is to be performed in accordance with these regulations and standards. If no building code ordinance has been locally adopted, then the national CABO code should be used. The Garlinghouse Company Inc. cannot be responsible for any construction methods of procedures followed that are not specified or called out specifically in these plans and specifications. DIMENSIONS Written dimensions shall take precedence over scale dimensions. ( DO NOT SCALE DRAWINGS). ERRORS AND OMISSIONS Every effort has been made to insure that these plans are accurate and drawn to reflect all current national standards for safe and proper building practices. Any errors or omissions found should be reported to the Technical Services Department of the Garlinghouse Company Inc. at PCO. Box 1717, Middletown, CT 06457. (203) 632-1064. In addition to insuring4hat errors will be corrected for future purchasers, replacement copies of the plans will be provided to you free of charge once corrections are, made. DESIGN LOADS These plans were designed to meet the external load conditions noted below. However, design load specifications (especially for roofs) vary from region to region due to local codes and geographic conditions. User must consult with local building code officials to determine if these design load specifications are adequate. An alternate roof load sizing chart has been included with the roof framing plan to accommodate increased roof load conditions. If design loads do not meet local requirements, it is the users responsibility to ensure proper material substitutions are made to conform to any such requirements. Dead Loads Live Loads Roof, with Shakes or Composition 10 psf 'k0 psf Shingles First Floor 10 psf 40 psf Second Floor 10 psf 30 psf Decks and Balconies 10 psf 60 psf Ceiling 10 psf 20 psf (Space above ceilings where limited storage is possible, but additional room construction is not) INSULATION A WEATHER SEALING It may be necessary to alter the width of framing members or the size and style of wall sheathing on exterior walls to something other than shown on these plans In order to accommodate alternate insulation materials as may be required by local codes or conventions. Caulking or gasketing is to be applied to all exterior sills and plates and all exterior envelope penetrations (between window or door frames and rough openings). Unless inconsistent with local code requirements, Insulation with the following "R" values is to be installed with vapor barrier facing towards the heated space. Ceiling Insulation (attic space above) R-30 Min. Ceiling Insulation (combination rafterjoists) R-30 Exterior Walls 2x4 construction R-11 Min. 2x6 construction R-19 Floors Over Unheated Crawl Spaces or R-19 Unheated Basements Ducts in Unheated Spaces R-4.2 Cantilevered Floors & Floors Over R-30 Garages FOUNDATIONS 1. Footings shall bear on firm, undisturbed soil a minimum of 24" below the final finished grade line for one and two story structures. However, should the frost line be locally deeper than 24", then the bottom of footings shall extend below this local frost line. Where sloping grades are involved, footing depths must always be measured from the point at the final finished grade line that is closest to the footing. 2. To insure proper support for the footings and foundation walls, footings must always be poured with a flat bottom surface. Footings may be stepped where necessary to allow the footing to remain below frostline on a sloping grade, but the structure may not be built on a site where the finished grade line exceeds thirty degrees down from level. Sloping sites require special engineering for extended foundation walls and stepped footings. 3. A minimum 2500 psf soil bearing is required. 4. Drains shall be provided around all usable spaces located below ground. Drain files, perforated pipe, or other methods approved by local codes should be installed at or below the area to be protected, and must discharge by gravity or mechanical means to a drainage system. 5. Apply bituminous foundation coating on all exterior walls below grade, and damp proofing on all exposed surfaces of concrete walls above grade and on all slabs not covered by finish materials. It is the responsibility of the foundation contractor to waterproof the foundation walls with the appropriate materials for local conditions. CONCRETE 1. All concrete for walls, footings, and basement slabs shall develop and maintain a minimum compressive strength of 2500 psi at 28 day strength. .2. All concrete for garage slabs and porches shall develop and maintain a minimum compressive strength of 3000 psi at 28 day strength. 3. Concrete forms, shoring and pouring methods shall conform to all current practices endorsed by the American Concrete Institution. 4. Backfill shall not be placed against basement retaining walls until: a. Concrete or masonry grout has reached its 28 -day strength, and b. Structural floor framing (including sub -floor) required to stabilize walls is complete, fully nailed and anchored, and c. Walls have been properly shored. I FRAMING NOTES The following is a list of procedures to accompany standard building practices and should be followed during the framing of the structure: i A. All frame walls shall have stud framing placed at 16" o.c. except where noted otherwise. B. Top plates shall be doubled on all walls except where noted otherwise. C. Jack studs under all headers shall be continuous to sole plate. D. Double joists under all walls parallel to joists except where noted otherwise; also under kitchen cabinets and bath tubs parallel with joists. E. Block all stud walls as required for sheathing F. Solid blocking between all joists and rafters at supporting walls and beams except at rim joists. I G. Double rim joists at all walls parallel to joists. H. Beams, girders, and joists supporting bearing walls or concentrated loads shall not be notched or drilled with holes larger than 1" in diameter. I' ' I. All rafters shall be notched to provide full bearing at supports. i J. The ends of all joists shall bear on not less than 1 1/2" on wood or metal and not less than 3" on masonry. The ends of all beams or girders shall bear on not less than 3". K. Lap all joists 3" minimum(24" maximum) at all interior bearing supports. L. Mud sills and ledger boards at concrete walls shall have anchor bolts of the size and spacing shown on the drawings. Each board shall be secured with at least two bolts and each board shall have a bolt within 12" of each end. M. Provide double framing at all roof and floor diaphragm penetrations, unless noted otherwise on plans. S N. Contractor shall provide adequate bracing or otherwise support all portions of the structure until all members have been permanently joined together. O. All roof trusses shall be designed by a registered engineer for the truss manufacturer. Submit sealed truss engineering drawings to the local j Building Department indicating bracing, etc., that may be required. I P. All wood in permanent contact with concrete Shall be pressure treated with a water bourne preservative. Q All mechanical holes through any structural member shall be at the center line of the member in compliance with the latest edition of the Wood Structural Design Data specifications. R. All slabs on grade shall be reinforced with 6x6 10110 welded wire mesh. WOOD FRAMING All solid sawn lumber shall be a minimum #2 grade or better with a Fiber Stress in Bending factor (Fb) of 875 psi BASE VALUE and a Modules of Elasticity (E) of 1,400,00 psi unless otherwise specified. Solid sawn lumber at visually exposed locations shall be of a "clear grade #1 select". All lumber shall have a moisture content of no more than 199'o. Lumber shall be graded in accordance with the Western Wood Products Association and/or the Canadian Wood Council. A. Post, Beams, & Headers #2 or Better B. Floor, Ceiling Joists, & Rafters #2 r = . � ,�.. •rte � �`• j C. Plates & Blocking #? D. Sill, Exterior Deck, & Balcony Pressure Treated Cover Sheet/General Notes AFF Components JST E. Studs Stud Grade } F. Roof Sheathing 1/2" C -D Plywood (32116) with 5C 5D interior/exterior glue I. Owner is responsible for site location of all foundation and slab penetrations G. Sub -Floor over Joists 3/4" T&G Plywood (i.e. sewer, water, underground power conduit stub -up). Live Load BRG J. Stair treads and risers shall not exceed the code required maximum and/or H. Glu -Lam Beams-A.I.T.C. Industrial Fb 2400 psi, E=1,700,000 minimum dimensions. K. All stairs with 3 or more risers must have code compliant handrail. board Grade with dry use adhesive (wet use for exterior use) A L. vapor -permeable air infiltration barrier is to be installed between the wall BLDG building sheathing and siding. I. Laminated Veneer Lumber (LVL) Fb 2800 psi, E=2,000,000 M. Prior to starting construction, the user of these plans must verify the MECH mechanical availability of all manufactured products suggested or specified, herein. WINDOW & DOOR REQUIREMENTS N. All manufactured articles, materials, and equipment shall be applied, minimum CAB installed, connected, erected, used, cleaned, etc., in accordance with the A. All windows are noted by window schedule in plan and elevation, with manufacturer's representatives in writing. ceiling specific manufacturer selection by owner and/or contractor. O. Structure is designed to carry the load of composition roof shingles or CTR Contractor must verify all required rough framing openings.' shakes. Should substantially heavier roof materials be contemplated, then B. Bedrooms and sleeping areas must have at least one window with a sill the structure will need to be redesigned accordingly. O.C. height of no more than 44" above the floor which will meet local code egress P. All glass within 12" of a door and/or 18" of the floor or a walkway shall have clear (ance) requirements. tempered glazing. C. All windows, patio doors, and doors with glass shall be double glazed, r Q. The contractor is responsible for providing adequate bracing or to otherwise insulated units with wood or aluminum frame and sash. support all portions of the structure until all members have been permanently D. Exterior doors are to be foam -core insulated steel doors unless otherwise fastened together. E. noted. All doors between garage and living areas shall be one hour fire rated k STUCTtIRAL &MISCELLANEOUS METAL pounds per square inch assemblies with 1-3/4" solid wood core (or code approved equivalents) with self closing mechanism. ` Stuctural shapes, bars, and !cites shall be steel meetingAmerican Societyfor psf pounds per square foot Testing & Materials (ASTM) standard A36. Pipe columns, where shown on MISCELLANEOUS plans, shall be standard weight meeting ASTM A53; type S, Grade B. Design •'' and fabrication shall conform to the latest edition of American Institute of Steel A. Plumbing diagrams or drawings shall be provided by the Plumbing contractor Cr-istruction (AISC) specifications. Exposed welds shall be ground smooth and diameter Heating/Coolingduot diagrams or drawings shall be provided by the Heating '• flush. Reinforcement shall be bent cold and shall not be welded. All items B. Ventilation and Air Conditioning contractor. except those to be encased with cast -in-place concrete shall be shop painted C. Heat loss or energy use calculations shall be provided by the heating/cooling_ with rust primer. Erection shall conform to AISC specifications. R.O. contractor or other professional as required by regulations. g4. EW D. All fireplaces will be U.L. approved zero ­clearance fireplaces with triple -wall CONNECTORS & FASTENERS ELEC metal flue, U.L. approved spark arrestor chimney cap with galvanized rain A. solid core cap. All fireplace openings shall be provided with tempered glass doors. All nailing and fastening shall comply with the applicable code's Nail SQ Provide outside combustion air for fireplaces, wood stove, and liquid fuel Fastening Schedule (UBC Table (25 Q], BOCA Appendix Q. exterior heating appliances (U.B.C. 3707(1)). B. All flush beams and girders shall use joist hangers to support abutting joists E. Smoke detectors shall be connected to house power (with battery back-up) if 7 and rafters. storage required by local code and all smoke detectors shall be interconnected. FLASHING F. Tub and tub/shower enclosures are to have 1/2" water resistant gypsum FLR floor loor board and a hard, moisture resistant surface up to 6-0" (min) above the floor.- tongue & groove G. G. All exhaust fans, range hoods, and dryers shall vent to the outside through L Install flashing and counter -flashing of 26-guage galvanized metal or aluminum typical sheet metal ducts. Caulk around all penetrations through exterior envelope wherever dissimilar building materials join or intersect at the roof of the structure. H. ^ Provide 5/8" type "X" fire rated, gypsum board between garage and living This includes all intersections of the roof with vertical walls, chimneys, and y foundation areas including garage ceilings and under all stairs where storage space is dormers, and as otherwise shown on the drawings. Flashing must also be GA available. � � �° installed above windows and doors, and at all horizontal joints in sheet siding. � � 1 9• vertical GWB GUTTERS WC All gutters shall be made of aluminum or as otherwise shown on drawings. HDR header Gutters should be secured a minimum of evey 4'-0" with approved fasteners. (steel section i.e. W12x5) HORIZ horizontal W/ with HB hose bib WWM welded wire mesh WD i INT interior JW ABBREVIATIONS 1 Cover Sheet/General Notes AFF above finish floor JST joist ARCH architect (ural) Basement Plan/Details Slab Plan/Details Crawl Space Plan/Details 5B 5C 5D LAM laminate (d) -BSMNT basement LL Live Load BRG bearing LVL Laminated Veneer Lumber BD board MFG manufacturer BLDG building MAX maximum BM beam MECH mechanical MIN minimum CAB cabinets CLG ceiling NO number CTR center, centered CC center to center O.C. on center CLR clear (ance) OPT optional CONC concrete 3 cL CONSTR construction PEN plywood end nail CONT continuous psi pounds per square inch mQ) psf pounds per square foot d penny (nail size) DL Dead Load QTY quantity DIAM diameter coa`)o DRWG drawing READ required :3 R.O. rough opening EW each way tEQ� ELEC electric (al) S.C. solid core ELEV elevation SQ square EXT exterior STD standard STOR storage FIN finished FLR floor T&G tongue & groove FD floor drain TYP typical FTG footing FDN foundation UNO unless noted otherwise GA gauge VERT vertical GWB gypsum wall board WC water closet HDR header W (steel section i.e. W12x5) HORIZ horizontal W/ with HB hose bib WWM welded wire mesh WD wood INT interior __ tSV4 SSA A p K 9LWV �N .1p 8 tA ON OIL + n� N°*0 �l pQYi �� V i14 0k �s a 000 �1P �0 5� ° L� G . �;• t pot 41" 338 Architectural Drawing Index 1 Cover Sheet/General Notes 2 Floor Plan/Window Schedule 3 Elevations Sections 4 5A Basement Plan/Details Slab Plan/Details Crawl Space Plan/Details 5B 5C 5D Alternate Block Foundation Details 6 Framing Plans/Kitchen Elevations 7 Electrical Plan viZinmci�'� E E U C 00 (ts C)- U0 a) 0 E '3 Q_ E C m� m > ate) c ca 3 m 4) Ic r m_—C=--3 3 W C cc 3 Q) m o COc��C'3'm0 LL (10 U) 0)— N J t N io-- C cN C 0'� 0 _ --L ca � �Q CY)0-10 CD Nr virYca 0--- c a) 0..4)W. -Z00 Q Y CQ) C 0:3 p a)�B.2 vi a) � Co� CUa)M.0 , c 0 Ecai'c°o�Q 0u E ca m cc QvE-0 E a) _ c a) (1)0 a) O) its n>. E- 'v� cccp0:3a,0 a)E=a)Gu) �m M C COQ .` a) 0 C cn «- Z :3 ,` v �Evai �n>�a�'i`. o C U R) CO >� .0 3oc00�NC o10 rn 0 co �: c E CL -0 a) ca Cis 0 4f t U a) 2 ai3t���-�v) 0= co Oc - 0 THE L.F. GARLINGHOUSE COMPANY, INC. M[DDUMWN, CT TOPEKA, KS 5962501.AK PLAN NO. 34150 SHEET C >.0 -E 0 — Z 0 L c u_i 0 E Q o C Q _ v) V U) 2cw a C °' m U m V pU .S E �sv U o 3 cL m � Q o 0U �D� v mQ) m�- -c CU 00 0) tea) cZZa) coa`)o J �t� 1 10W :3 D0- tEQ� viZinmci�'� E E U C 00 (ts C)- U0 a) 0 E '3 Q_ E C m� m > ate) c ca 3 m 4) Ic r m_—C=--3 3 W C cc 3 Q) m o COc��C'3'm0 LL (10 U) 0)— N J t N io-- C cN C 0'� 0 _ --L ca � �Q CY)0-10 CD Nr virYca 0--- c a) 0..4)W. -Z00 Q Y CQ) C 0:3 p a)�B.2 vi a) � Co� CUa)M.0 , c 0 Ecai'c°o�Q 0u E ca m cc QvE-0 E a) _ c a) (1)0 a) O) its n>. E- 'v� cccp0:3a,0 a)E=a)Gu) �m M C COQ .` a) 0 C cn «- Z :3 ,` v �Evai �n>�a�'i`. o C U R) CO >� .0 3oc00�NC o10 rn 0 co �: c E CL -0 a) ca Cis 0 4f t U a) 2 ai3t���-�v) 0= co Oc - 0 THE L.F. GARLINGHOUSE COMPANY, INC. 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'�� F1N! S UP WAY C �.t. + i► T.&MP Zp 6, ! G�, !NO INK• VOES VVAR � II I II )OCUlvt +0 p Ito � I �� 12 ► bG � V�rJ �;', ADt9t�' t�tii/� i N t7 v TAT, v� R�Pp►.i1 1 � tZ (�OCil�li GUt7�i l Note: Decorative Window Inserts, Fireplaces, & Decks (except as required for egress) are optional & extra. F = �K LL (n O W Z U) OO - �: a CLEL ZQ CX) Q Cr O CL 0U_ U a. Z( O z t� N X � � cc OW Q) Y Y 5°� ccC/) S CL W W= ��2 r o CX:� N > E E - ro ro gE��cc C0 '1 : c ro C7 'y o,Q)N.NZoo C ago .0- -� Q) �� ' C 'Vro E m2o08a n•o E2 E C� CL rop o'�a o a�E--oa�zJd�. ovc ��s^Uc c >2 a�Cs Cv roro� �ro ='CU Elm roo CO 3 C o- c Z7 a) roWrot2 wa',3ta)N2 Q) 3t•- v � c i O bb rt0m �Y u THE L.F GARLINGHOUSE COMPANY, INC. MIDDLETOWN, CT TOPEKA, KS 596 � LAK PLAN NO. �_02A $0 nHE .._— -._ 3. p J C •N t ,m U a. 5 N X C U C E Q) Y Y 5°� S .Q Uo ��2 r o N 2 32�a)N 0 rJ00yy nW Oa �dc� > E E - ro ro gE��cc C0 '1 : c ro C7 'y o,Q)N.NZoo C ago .0- -� Q) �� ' C 'Vro E m2o08a n•o E2 E C� CL rop o'�a o a�E--oa�zJd�. ovc ��s^Uc c >2 a�Cs Cv roro� �ro ='CU Elm roo CO 3 C o- c Z7 a) roWrot2 wa',3ta)N2 Q) 3t•- v � c i O bb rt0m �Y u THE L.F GARLINGHOUSE COMPANY, INC. MIDDLETOWN, CT TOPEKA, KS 596 � LAK PLAN NO. �_02A $0 nHE .._— -._ 3. IJLM�-rsal- x1- -- sPLr^ AP��io►� 6Ae 22 cam. GAI-`� �L•A�HINU Il� i PLA G5 �E ve)", I'- I e) HA � <ox8 Wao12 KA�_r_ �h tE. pfGT� vy P1°t-Y a� �Y 3 i hr� V-- �.n !max � i ►-�� � • t1�!` czc,►�sLiL.. t? P1F� P IJ. ���.o.�27 I�/oUTslr� PL•.d� FL,d-IJ KIR "r—(PE Ll .'1"r -f f,,6 f l�-I ►� Eta �I D :.iJ.s-D s -s (2)�Z.h , hl � �P'1"�5 rri UST COPY�Na r",3�*��► IN my T AY 0 O t CQ,<�:r: 11� t? f t b S 1Ap Up DRDOES g Mo A�'�R rN REO rN sA dAr►.... M--- I r«EO """Q^rTa 0- opEiD• 1� RIEPOAT 2� !�-�-,: �---� �.► !�, 3r1a�� fn�. ►•l. P" PL -&+j �vNiPo��'I'rvl� �-►Ir.l�,�� '�A1`T�Izs Pt�fz �Nh t�.a.r� f=L.. Tyr 1�" �t�x• Pt-�rL•�t7 wV'b� I 2 3 �2 , S �U 2e I�,�,..I E z�--t s,+-► c,.-tF� I r1c, I '► M I ►�. -FAr TC -F --Tc? FLA.re coN���notil 154L fJ aPY1�l):S TO 2. vi -4'111'G 3TICK-orMA Ae RLr s-- �p'ftAJr-ramLC- C51(L(7e. MOUTI� 'JJTS, 1 �F•o Y� P� 2 X (o 1�)� ' FLAll-:�ICIL^ R-•'.=*�' �-'i T'or•l 4 X I /1-1► b f -I N G V I rrt r i Imo; ��I r-•�, i.J U , W.v, �' . � �� � . ems. ��, ��✓,� Y -r oma! -- , i rel �-rte,,. ,�oR•.�•� � -Oz.+ r-+ T�rP. i G 16, % ;.1 /V-- I I 6.�sT'r �l.I N� lr l� lb U �I Iz.�j nd-;T� g4a o — '.� �-•�P hI til t� I h 1"v � t1<�� ->'-� p ,�.�._ G, �G1 R,b- F� IG�bt.. � °�Y}P { �✓ e�-r-�.. {�� - yi EYP,. F •`per' M I r.l. -T eF DIV f IIS 1I�OII'- > E E-=� 15.4 R3 ro mc'�o C�'� ro o E-- c,;�c� ca N t C U1 tV 2 C .0 CD iv —cc ac,c c� o•— =_ c cts O '> V c0 C1 ,Y� o r fU c '� ' CL U) .6 O ccoa�c OJ O 47 y�.� Q) (Um -0 � c.Y �a Et.Ecv cK `y caa n.a'E� E c= ai ma a tt m b 3 C 6 via{, T*Gkbs I SG�I,Ea�B"sl'•Oz 2x2 PIt�EtS w _ 2x LEDGER T ' rn jjt"o cur FROH ZxVt X e DiA. UA90RA(L ATTACHCR 10 WALL Ix a.,. RtSER5 C -Ur FRcti lx8 �e n ("3) ZXt2 GUt StRtNS�1R5 '"�, 6YP5UM poARO BELOW STAtA I� �u IZ",c ►2' cwt I'i�` 18, Ou .- 0 """" ^,� , • �: , . .. .r.,..... � 7 " C,rJt�1L t3 WALLS XZ � Ga = 6-d' NIGH 4'-01 o,G• iN� f f�c +1�1PY ' f 41 S � �:ti.. �• Sr u d�+f v — G/ ^ N �2j Vic ro 12- _5MI" 7tGor1T1 VD u s 74;�Eff-, -r � II I � ►Ii � II --1t s' g-10 9- n g-- I D Q i 220 f � ' TLJ 14 I ( X00 I I � • I aN, o I 2 5.17. -' P 5 ►ALL I I p"P IVI (411 Cn a z: U N, XGA�AT��' It ,, gu 121..1011 >l �u 7 � u q" GOI�1L ►i- �I- I t; Nl�al-I i+ Cow-, WA L -1-t, 0 GN, 121(' # 56 211-Q11 �'Jc FITS ���� P�G�u ✓a" -f -o" about ogress requirements for basements Window Schedule IMPORTANT NOTE Some building codes require a second means of egress from a basement Before beginning construction, the ownermcst: Symbol manufacturer Model Unlit Dimensiop�n Roughi Opening $IZe Determine if such a code has been adopted locally, f �-, ��/ I I f ii 21v/� 11/4 I '2 �) O 2) Determine what method of egress will satisfy such code requirements, and 3) Provido an addendum to these plans indicating what manner of egress opening to install and where to install it. 4j' �% �w f'u G. wl. 119 "(1.J6wa 01- � I� >+LL: LL U3 0 l1 � � L c � 7- 00. 00 a, o { 0 CL , 'o wT < z 0 `_0 LL a ;w 0Z U o� 1 1/2" DIA. HANDRAIL U N co � 0w Cr H I b, MIM. ^ 2 PICKETS 5" O.G. ,W ­ - — — STAIR 5ECTIO R +1 - -EE •�Y4N ,pro �C�C: cz -5 C) y p U 'p C C.3 W 0 0 'S C *8 t g_Cz ' N (v��0 CCa 8*0 o'5CMa �-CSroa� o3roo'0� poY GZ o Q E maib ) - Do a Caina o Ca E r— C ro o 0 aE2 C= N W-ro r ac'oEo N 0 0 8 t C w :g Ft 7 �•mdL o roZ3 f -C C U a N � > C .U.. I C ro ro v> Q C: a oN c 2 2 o3s5.2 Ec gm W N 7 0 I �w N >+LL: LL U3 0 � � L c � 7- 00. 00 a, o { 0 CL W 'o wT < z 0 `_0 LL a o� 0Z U o� 1 1/2" DIA. HANDRAIL U N co � 0w Cr wW C axi Cr r -EE •�Y4N ,pro �C�C: cz -5 C) y p U 'p C C.3 W 0 0 'S C *8 t g_Cz ' N (v��0 CCa 8*0 o'5CMa �-CSroa� o3roo'0� poY GZ o Q E maib ) - Do a Caina o Ca E r— C ro o 0 aE2 C= N W-ro r ac'oEo N 0 0 8 t C w :g Ft 7 �•mdL o roZ3 f -C C U a N � > C .U.. I C ro ro v> Q C: a oN c 2 2 o3s5.2 Ec gm W N 7 0 I �w N >+LL: tx 0 J � L c � wll � `T a, o ` r 'o wT Q) ° E < o� o� 1 1/2" DIA. HANDRAIL U N N � a C axi Cz r 0 wll U = N , .L. = C) � E -E- -= " `1 voi 3 Qo c? vQ. �C0 (5) 2X12 GUT STRINGERS w LU ro 0,0 •V 5/8" TYPE "X" - rood 0. GYPSUM BOARD L) �� 3 � 0 ro N 0 Jm L� vUi r3-. •c rac� THE 1_1 GARLINGHOUSE -EE •�Y4N ,pro �C�C: cz -5 C) y p U 'p C C.3 W 0 0 'S C *8 t g_Cz ' N (v��0 CCa 8*0 o'5CMa �-CSroa� o3roo'0� poY GZ o Q E maib ) - Do a Caina o Ca E r— C ro o 0 aE2 C= N W-ro r ac'oEo N 0 0 8 t C w :g Ft 7 �•mdL o roZ3 f -C C U a N � > C .U.. I C ro ro v> Q C: a oN c 2 2 o3s5.2 Ec gm W N 7 0 I �w N tx m TREAD GUT FROM 2x12 r- d)2 1 1/2" DIA. HANDRAIL � w N � ATTACHED TO WALL Cz r o dJ C) RISERS GUT FROM ix8 (5) 2X12 GUT STRINGERS w LU � 5/8" TYPE "X" - GYPSUM BOARD BELOW STAIR THE 1_1 GARLINGHOUSE COMPANY, INC. MIDDLETOWN, CT TOPEKA, KS 596250LAK PLAN NO. 3� 0� SHEET_ 1 OF_.._.7 k I in. j i 7 IIS -IJI - 111-, I2 lal_�'' 2.1i_ou VO _I co .N0 X11 AW 70 DOE1V41 �l► f'M►i aT lP E" off RED t11f1� WARN 'T'NESEpDDUIWE� OLLEQ�1Lt y Cop fEC) BEEN Abor o" . $ REPO Al 0,1 TO R !qp� 1+ E.4i�E -67ud L -L, „^� �X 10'� I A. �DLT'� �'�' q -O I r i 0. b 0 p1 a�JO U0oOo . t 10 � i 211 ISG G L��e y 1 bL n P` P • r 4 fl n �� 'J j ' ( O 11,1• (� I Q1 . 111U1 �-'- D. ZL �i 10 w. 1/l" UTA x ANCHOR BOLT ..® 4'-0" O.C. 6x6 10/10 W.W.M. EMBEDED PER LOCAL' CODE = " O , ' O o N (4) #5 REBAR W/ #5 TIES ® 24" O.C. 12" TYPICAL INTERIOR DEAM SCALE: 3/4" = 1'-0" r _- LL C/) 0— w Z co o� 00 0 CL W CL1 z Q -0a Qm O oLL a z� Oz O '- F-3: U CIE C a O N V V) cr 00 " Ow oC 0 G. CL w w= �F- r o� -0a L � � Q O '- C a O N V V) G. N x c O O O c E C L Q) 03s ° c ,v o � � a �C,� o� N�� N L — �f sgGiU �. ) c°N a� .J•� pLc r t Nom. On. F—a0 tC2 c O N U y 0 p ) 32 N c roa�ocrn •L�77 «. IJr — cd c p v Q in ) +O`• L c a) c9 c v) J N C c 0 O c t C C O NE ct� Y N CL a) Z o v O v) c O 0 M 'o �. N G: Q) M —0 � C A, Emai To: 8Qc co > v) _v) aCTEt% F c O E) tti O Qr c0 a>,E �n cc) -�O_ 'O c >itiL �aEci �. s � � m>�ia�v0 I �m 3 8 c� oL N c g� �� a.o cz O > 8 3 O V) ` V) 0c t-- F-S3-coccc0o° dJ- s•.' LDIx^,°f o THE L.F. GARUNGHOUSE COMPANY, INC. MIDDLETOWN, CT TOPEKA, KS 596250LAK PLAN N0. 13150 N 1— COAYlNC= r:rtF S OL,AN't 'I • ANY -....._ WAY 0-&K Af SUt i W ANt s. UP TO $ 1001400. if rml& STAMP DOES N01 APPS, A R IN REo INK, WARNINPIobq THESE OOCUM&ffS HAM[ lIEEN I�LraALLr CCW%l o, tip► dROER REhp.�T A 4NM cwIALL �O y �FF� I </e, ....rte I .. 44O12.I 2 O� paU t2P-V C.01 46 - 41 II 2 I� j 334 �Il+on 3/4" T&G PLYWOOD FLOOR JOISTS /"-:—(SEE /-—(SEE FRAMING PLAN) SHIM MATERIAL SHALL BE NON- FEA.M COMPRESSIVE & (SEE FRAMING PLANS) ROT RESISTANT • i '`�---12"x12" CONC. PIER W/ 'Z i (2) #5 BARS VERTICAL .TIED TO FOOTING 1 I. 4" GRANULAR FILL 1 I Ilul= i .. . • 1 _ 6 MIL POLY VAPOR BARRIER A 12' -6"x2' -6"x1'-0" CONC. PAD W/ (3) #5 BARS EA. WAY 4r 2 GONG PIER DETAIL SCALE: 3/4" = 1'-0" `i�c'1 U> E E- a V a.,=- Q) -0 n a� c cn ,y CZ so p cSi � C C (7 '� N in a)- J c N 0 'co cco: V C f- Lo d Xi Q. -2 a,))N YL�. N 0 '- ro Cw- a� cn.6Z.0 0 0.4 c 6 Z c O J C: 'FI -)N � =via�Fc`scnro 4)m c._ In "-:$a Ecoc�,v,� ro E o R a:''ccua� E c c E 0 0 �Q) 0 to � a c m > ft3C C w co . _ � V N E v � fA > c R C U c°_'ro coo > �� 3�c.00 – 0u CL co c �va v (1) co o c aD >3 m 2aNi oY 0 coif E c �--0,20 h-=3... zc0 i LL (n 0— w z (n o� 00 F- CL S:It IR l* CCcc O ate. w a. F„ >- Z Oq za Q oC 0 oul a z� Oz o U Ucc� CL DC Dp �W ` a C9 0- W . W = c x cr t— MIDDLETOWN, CT `i�c'1 U> E E- a V a.,=- Q) -0 n a� c cn ,y CZ so p cSi � C C (7 '� N in a)- J c N 0 'co cco: V C f- Lo d Xi Q. -2 a,))N YL�. N 0 '- ro Cw- a� cn.6Z.0 0 0.4 c 6 Z c O J C: 'FI -)N � =via�Fc`scnro 4)m c._ In "-:$a Ecoc�,v,� ro E o R a:''ccua� E c c E 0 0 �Q) 0 to � a c m > ft3C C w co . _ � V N E v � fA > c R C U c°_'ro coo > �� 3�c.00 – 0u CL co c �va v (1) co o c aD >3 m 2aNi oY 0 coif E c �--0,20 h-=3... zc0 i xL o� z �L S:It IR l* 3 c W D O . L Q) d3 o ' o CL U m ` a C9 a . THE L.F. GARLINGHOUSE c x MIDDLETOWN, CT o U TOPEKA, KS o Y N ". 0 D C _E SLS .. V c o c) o v' a � w •(n c° U) 'on c000 �oU L= -C c3o Q) 0 .J •– D c ©CL raC7 `i�c'1 U> E E- a V a.,=- Q) -0 n a� c cn ,y CZ so p cSi � C C (7 '� N in a)- J c N 0 'co cco: V C f- Lo d Xi Q. -2 a,))N YL�. N 0 '- ro Cw- a� cn.6Z.0 0 0.4 c 6 Z c O J C: 'FI -)N � =via�Fc`scnro 4)m c._ In "-:$a Ecoc�,v,� ro E o R a:''ccua� E c c E 0 0 �Q) 0 to � a c m > ft3C C w co . _ � V N E v � fA > c R C U c°_'ro coo > �� 3�c.00 – 0u CL co c �va v (1) co o c aD >3 m 2aNi oY 0 coif E c �--0,20 h-=3... zc0 PLAN N0. 31,4150 SHEET 5° i S:It IR l* I Lf �`yy'F '' f F • I� N.. d3 m C9 . THE L.F. GARLINGHOUSE COMPANY, INC. MIDDLETOWN, CT TOPEKA, KS 596250LAK PLAN N0. 31,4150 SHEET 5° SHIM MATERIAL SHALL BE NON- COMPRESSIVE & ROT RESISTANT (2 #5'S VERTICAL TIED TO FOOTING 1" R-5 FOAM SHEATHING WALL AT GARAGE SLOPE GRADE AWAY FROM FOUNDATION ® 5" IN FIRST 10'-0" (TYP)-,\ 00 FLR. JOISTS (SEE FRAMING PLANS) II SAM (SEE FRAMING PLANS) 12" X 12" BLK. PIER (FILL SOLID W/ CONC.) 01 o P :o. 4" GRANULAR FILL OVER 6 MIL POLY VAPOR .P;. BARRIER R-19 INSUL. 24" SHEATHING 1" AIR SPACE --------- •-BRICK R-19 INSUL. FOR 24" SOLID W/ GROUT BRICKVENEER ®\ PERIMETER AT EXTERIOR -�_ a�-- o--�p • — 30" X 30" X 12" ISD. 0 0 o b CONC. PAD -r -- •.O (3)#5 E.W. INTO STUDS �I BRICK VENEER DLOCK PIER SCALE: 3/4" = 1'-0" FILL TOP 2 COURSES W/ GROUT AT BOLTS 1/2" EXPANSION JOINT 4" CONC. SLAB W/ 6X6 10/10 WNM W/ 1/2" DIA. ANCHOR BOLTS AT 4' O.C. o r,8 EMBEDDED PER LOCAL CODE 6 MIL VAPOR BARRIER �- 4" SAND CUSHION OR CRUSHED STONE 5 AT 4' O.C. ILL BLKS SOLID W/ CONC. AT VERT. #5 B" C-90 CONC. BLK.(# OF COURSES DETERMINED BY FROST LINE) %—/11— --.... DLOCK FOUNDATION AT GARAGE SCALE • 3/4' = 1`0 A L T E R N A T E 1 " R-5 FOAM SHEATHING - 3/4" T&G PLYWOOD Sll11BFL00R-GLUE & NAIL TO JOISTS R-19 I NSG`... 0 24" RIM JOIST PERIMETER AT EXTERIOR SLOPE GRADE AWAY FROM - �JOISTS (SEH FRAMING PLANS) FOUNDATION ® 5" IN FIRST 10'-0" TYPo-ff,rl ab I FILL TOP 2X6 TREATED SILL PLATE z 2 COURSES I W/ SILL SEALER W/ GROUTW/ 1/2" DIA. ANCHOR BOLAS ® BOLTS C AT 4' O.C. z EMBEDDED PER LOCAL CODE WALL INSULATION _ IF REQUIRED BY ENERGY CODE) N DAMPPROOFING #5 AT 4' O.C. PER BUILDING = it FILL BLKS SOLID W/ I CODE REQUIREMENTS `°I CONC. AT VERT. #5 FILL OVER 4" X 2" CONT. KEY— ,.f o 6�MGIL RAPOLYRVAPOR BARRIER 500 I o� 5 DOWELS o.: Q:'. �- T d- n t' a - C-90 CONC BLK (¢ OF COURSES o °o'a DETERMINED BY FRMT LINE & CLEAR DIM. FOR JST. TO CRAWLSPACE) 14 8" BLK. FOR LESS THAN 5 COURSES, 1'-4" 1 STORY o0 = 12" BLK. FOR 5 OR MORE COURSES 1'-8" 2 STORY DLOCK CRAWLSPACE SCALE • 3/4 1- -0 " 4" CONC. SLAB W/ 6X6 10/10 WWM SLOPE GRADE AWAY FROM FOUNDATION ® 5" FOR FIRST 10'-0" (TYP) #5 AT 4' O.C. FILL BLKS SOLID W/ CONC. A7 VERT. #5- BOCK SCALE: 3/4" = 1'-0- 1 COUSRE C-90 1" R-5 FOAM SHEATHING 3 °- R-19 INSUL. 24" SHEATHING 1" AIR SPACE --------- •-BRICK R-19 INSUL. FOR 24" SOLID W/ GROUT BRICKVENEER ®\ PERIMETER AT EXTERIOR -�- — JOISTS (SEE FRAMING W/ WEEP SLOTS 1" AIR SPACE ® 16" 0 24" O.C.---�� O.C. HORIZ. INTO STUDS �I BRICK VENEER VERT. 3/4" T&G PLYWOOD GALV. WALL TIES 0 16" .L�o W/ WEEP SLOTS SO O7 •-• (� SUUBFLCOR-GLUE & NAIL O.C. HORIZ. INTO STUDS SOLID W/ GROUT @ 24" O.C. ` TO JOISTS /,NO 24" O.C. VERT. SOLID W/ GROUT AT BOLTS IC _ m #5 AT 4' O.C. 3 .3 0 RIM JOIST O -r--BSMT. FLOOR INSUL. 4" LEDGE •� �-`--- BSMT. WALL INSUL. (60-0 0) C (L) CO 4 O ° ONLY IF REQUIRED SLOPE GRADE e 12" C-90 CONC. BLK. V VUUIENERGY CODE) O PER BUILDING 0 " IN ® - FRAM!NG PL NS) FIRST l ' -O" (TYP) - FOUNDATION. VERIFY 00 1/2" EXPANSION JOINT DESIGN W/ LOCAL - u:yc 2X6 TREATED SILL PLATE BLDG OFFICIALS 1 COURSE C-90 ® I W/ SILL SEALER Q 8" SOLID BLOCK -FILL W/ GROUT O W/ 1/2" DIA. ANCHOR BOLTS I m a 4" CONC. SLAB OVER # DOWELS 6 MIL. POLY VAPOR BARRIER AT EMBEDDEDCPER LOCAL CODE o o ON 4" GRANULAR FILL , 1 -8 1 STORY i- WALL I NSULAT I &-! >- 2 STORY (2)#5 CONT. (IF REQUIRED BY ENERGY CODE) 4 m w :2 4" BRICK LEDGE FILL THIS COURSE c a� 3c r 5P N - SOLID W/ GROUT AT BOLTS 04 w ¢ DAMPPROOFING #5 AT 4' O.C. o PER BUILDING FILL BLKS SOLID W/ cn -jiv CODE REQ. ( CONC. AT VERT. #5 < w �— 4" GRANULAR FILL OVER o ? 4"X2" CONT. KEY 0 5 MIL POLY VAPOR BARRIER ►s- a.�+� uj —� • .. o #5 DOWELS o 'q:. 12" C-90 CONC. BLK. (f OF _ o� _ w 0 4'-0" O.C. Q e COURSES DETERMINED BY o 0 cvw FROST LINE AND CLEAR JIM. '- '- N CONC. FTG. W/ 1'-8" 1 STORY, FOR IST. TO CRAWLSPACE) (2)#5 CONT. 2'-0" 2 STOR', DLOCK CRAWLSPACE WITP DRICKLEDGE 4" CONC. SLAB W/ 6X6 10/10 WWM SLOPE GRADE AWAY FROM FOUNDATION ® 5" FOR FIRST 10'-0" (TYP) #5 AT 4' O.C. FILL BLKS SOLID W/ CONC. A7 VERT. #5- BOCK SCALE: 3/4" = 1'-0- 3/4" T&G PLYWOOD, NAIL 1 COUSRE C-90 1 " R-5 FOAM 3 °- �� SHEATHING 1" AIR SPACE --------- •-BRICK R-19 INSUL. FOR 24" SOLID W/ GROUT BRICKVENEER ®\ 0 2 '" -�- — JOISTS (SEE FRAMING W/ WEEP SLOTS GALV. WALL TIES ® 16" 0 24" O.C.---�� O.C. HORIZ. INTO STUDS �I AND 24" O.C. VERT. ` ?ER LOCAL CODE .L�o RIM JOIST FLASHING SO O7 •-• (� 8" BLOCK -FILL ao .� SOLID W/ GROUT FILL THIS COURSE o(�cz SOLID W/ GROUT AT BOLTS IC t, .. o 0: m #5 AT 4' O.C. 3 .3 0 FILL BLKS SOLID W/ O II 4" LEDGE •� �-`--- BSMT. WALL INSUL. (60-0 0) C (L) CO 4 O ° IF REQUIRED °O DAMPPROOFING e 12" C-90 CONC. BLK. 0 O PER BUILDING PERFORATED DRAIN a� o c >. I 4" X 2" CONT. KEY 0 PERIMETER OF CODE REQUIREMENTS c 3/4" T&G PLYWOOD, NAIL 1 COUSRE C-90 S�UIBFLOOR-GLUE & TO JOISTS 3 °- �� ' R-19 INSUL. FOR 24" SOLID W/ GROUT �- PERIMETER AROUND EXTERIOR'' 0 2 '" -�- — JOISTS (SEE FRAMING PLANS) 2X6 TREATED SILL PLATE SOLID W/ GROUT AT BOLTS •W/ SILL SEALER >, O U C7 a� W/ 1/2" DIA. ANCHOR BOLTS PER BUILDING AT 4' O.C. EMBEDDED #5 AT 4' O.C. ?ER LOCAL CODE .L�o 'I COUSRE C-90 SO O7 •-• (� 8" BLOCK -FILL CONC. AT VERT. #5 I SOLID W/ GROUT FILL THIS COURSE o(�cz SOLID W/ GROUT AT BOLTS EVERY m #5 AT 4' O.C. 3 .3 0 FILL BLKS SOLID W/ I - 0 CONC. AT VERT. #5 N •� �-`--- BSMT. WALL INSUL. (60-0 0) C (L) CO 4 O ° IF REQUIRED °O cn e 12" C-90 CONC. BLK. 0 BLOCK FOUNDATION AT FORCN W/ DRTCKLEDGE: SCALE: 3/4" = 1'-0- F 0 IJNDA ? I0 N 0 1" R-5 FOAM SHEATHING - RIM JOIST �.� FILL TOP 2 COURSES SOLID W/ GROUT 0 BOLTS SLOPE GRADE AWAY FROM 1�11�I�c • DAMPPROOFING. •R-19 INSUL. FOR 24" PERIMETER AROUND EXTERIOR 3/4" T&G PLYWOOD SUBFLOOR-GLUE & NAIL TO JOISTS �-� BSMT. FLOOR INSUL. ONLY IF REQUIRED ��U>J� Y ENERGY CODE) k.k� JOISTS (SEE FRAMING PLANS) -2X6 TREATED SILL PLATE W SILL SEALER / 1/2" DIA. ANCHOR BOLTS A7 4' O.C. EMBEDDED PER LOCAL CODE - GALV. HORIZ. JOINT REINFORCEMENT EVERY CODE REQUIREMENTS OTHER COURSE I I F5ILLTO BLKS SOLID W/ CONC. AT VERT. #5 ,1 I ( 12" C-90 CONC. BLK. I Q �'�-- BSMT. WALL INSUL. (ONLY IF REQUIRED °0 BY ENERGY CODE) JJI I I I PERFORATED DRAIN I 4" X 2" CONT. KEY ® PERIMET=R OF FOUNDATION. VERIFY -i' 1/2" EXPANSION JOINT DESIGN W/ LOCAL N BLDG OFFICIALS --- 6X6 10/10 WWM 4.t �0 o b .D 4" CONC. SLAB OVER 6 MIL. POLY VAPOR BARRIER T 44' DOWELS of w ON 4" GRANULAR FILL 1'-8" 1 STORY 00 CONC. FTG. W/ 2'-0"2 STORY cr) (2)#5 CONT. — N DLOCK FOUNDATION SCALE: 3/4 " = 1 ' -0 " OPY1N0 CHtsup wAy' G f►�` , f 3U'. � Z AMP TO t 6APPEAR IN lFtEO INK, pOES NOS AP WA t copyri9m THESE pOOUMENTS BEEN .1 _ ILLEC AWAY COPIE0... �0St1 1 R-5 FO. W R-19 I NSUL . FOR 4" titin lOt- BE S SHEATHING- --� 4aki PERIMETER AROUN E 4 GALV. WALL TIES ®16." 1 " AIR SPACE 3 4" T&G PLYWOOD ow -L O.C. HORIZ. INTO STUDS SUBFLOOR-GLUE & NA AND 24" O.C. VERT. re - TO JOISTS BRICK VENEER —® W 24 C WEEP LOTS � ��— BSMT. FLOOR !NSUL. BYLY IF ENERGYREQUI ED CODE) YY RIM JOIST - v vVV1 FLASHING .�- JOISTS (SEE FRAMING PLANS) -----�-- ® 2X6 TREATED SILL PLATE SLOPE5 AT 4' O.C. 00 ® W/ SILL SEALER GRADE AWAY FROMW 1/2" DIA. ANCHOR BOLTS FOUNDATION 0 5" FOR FIRST _ , I AT 4' O.C. EMBEDDED 10'-0" (TYP)= .00 PER LOCAL CODE SCALE: 3/4' = 1'-0' E TA1�S 1 COUSRE C-90 0 3 °- 8" BLOCK -FILL cn .— O SOLID W/ GROUT 4" LEDGE 0 2 '" I FILL THIS COURSE e.�v,o O SOLID W/ GROUT AT BOLTS DAMPPROOFING >, O U C7 a� COMPANY, INC. PER BUILDING MIDDLETOWN, CT #5 AT 4' O.C. CODE REQUIREMENTS .L�o FILL BLKS SOLID W/ SO O7 •-• (� CONC. AT VERT. #5 I GALV. HORIZ. JOINT o(�cz EVERY m I OTHEROCOURSET 3 .3 0 I - 0 m N •� �-`--- BSMT. WALL INSUL. (60-0 0) C (L) CO 4 O ° IF REQUIRED °O cn 3 V)Ecx BONLY Y ENERGY CODE) 0 O 12" C-90 CONC. BLK. I PERFORATED DRAIN a� o c >. I 4" X 2" CONT. KEY 0 PERIMETER OF c FOUNDATION. VERIFY o. 1/2" EXPANSION JOINT DESIGN W/ LOCAL - u:yc BLDG OFFICIALS -p O O - 6X6 10/10 WWM OO Q 4 Q O m a 4" CONC. SLAB OVER # DOWELS 6 MIL. POLY VAPOR BARRIER AT o o ON 4" GRANULAR FILL , 1 -8 1 STORY i- CONC. FTG. W/ 2'-0" 2 STORY (2)#5 CONT. N jf`�DLOCK FOUNDATION W/ DRICKLEDGE SCALE: 3/4' = 1'-0' E TA1�S °-2moro.. U -02 U Wa>cva- > C Ln U C JN O r O1" O Q7'C U (�-0N r Q) C .O c=o c°� t° ~ -- E a-- ,ro O O IQ- Flo w 0-0 :cc>:2•N oco5oo�o -0 o -0 16 0 o. CO 0-0 >, p> ro,<L) _c-cN E vOv C U L O Taa'i�v°Eai~ i °o'v � .° a) N c -0 Q) E o c ** C O O L O U cS7�L C_ T O-0 C° >; U N m 0-0) oc Nc roar Co CL) a.c� 5E=3c3a�v� U •� c (3 a) m°cn c � E o '� 'cv c3v0 n 00 (3)0-00.0 (LL)) U O.N C U . �j N .- ovi°C•ccCN cro�0)—•—a a) O — - N �y O o o a)E m v.E;-.o6.Ev 0 3 °- cn .— O Z 0 2 '" e.�v,o O Uj >, O U C7 a� COMPANY, INC. .4 MIDDLETOWN, CT o TOPEKA, KS .L�o 596250LAK SO O7 •-• (� cp o(�cz oLL: ,Ln'0 m 3 .3 0 m N (60-0 0) C (L) CO 4 O ° C.O tnL ° U cn 3 V)Ecx m 0 O v sow a� o c >. c o. p . 4 0 u:yc J .0 'D O -p O O - 4 OO Q 4 Q m c D m (n � c a� 3c Q) � 5P N O � °-2moro.. U -02 U Wa>cva- > C Ln U C JN O r O1" O Q7'C U (�-0N r Q) C .O c=o c°� t° ~ -- E a-- ,ro O O IQ- Flo w 0-0 :cc>:2•N oco5oo�o -0 o -0 16 0 o. CO 0-0 >, p> ro,<L) _c-cN E vOv C U L O Taa'i�v°Eai~ i °o'v � .° a) N c -0 Q) E o c ** C O O L O U cS7�L C_ T O-0 C° >; U N m 0-0) oc Nc roar Co CL) a.c� 5E=3c3a�v� U •� c (3 a) m°cn c � E o '� 'cv c3v0 n 00 (3)0-00.0 (LL)) U O.N C U . �j N .- ovi°C•ccCN cro�0)—•—a a) O — - N �y O o o a)E m v.E;-.o6.Ev C) ~ cs� 3 °- cn .— O �.tn UL 0 2 '" e.�v,o o. 0 >, O U C7 a� COMPANY, INC. c V ca MIDDLETOWN, CT o TOPEKA, KS .L�o 596250LAK SO O7 •-• (� cp o(�cz oLL: ,Ln'0 w L 3 .3 0 C Q N (60-0 0) C (L) CO 4 O ° C.O tnL ° U cn 3 V)Ecx (n0 0 O v0, o. v0, Y sow a� o c >. c o. 0 -w� . 4 0 u:yc J .0 'D O -p O O - t OO Q 4 O �, cu U °-2moro.. U -02 U Wa>cva- > C Ln U C JN O r O1" O Q7'C U (�-0N r Q) C .O c=o c°� t° ~ -- E a-- ,ro O O IQ- Flo w 0-0 :cc>:2•N oco5oo�o -0 o -0 16 0 o. CO 0-0 >, p> ro,<L) _c-cN E vOv C U L O Taa'i�v°Eai~ i °o'v � .° a) N c -0 Q) E o c ** C O O L O U cS7�L C_ T O-0 C° >; U N m 0-0) oc Nc roar Co CL) a.c� 5E=3c3a�v� U •� c (3 a) m°cn c � E o '� 'cv c3v0 n 00 (3)0-00.0 (LL)) U O.N C U . �j N .- ovi°C•ccCN cro�0)—•—a a) O — - N �y O o o a)E m v.E;-.o6.Ev PLAN NO. 34150 SHEETS D ; OF 7 C) ~ cs� �. THE L.F. GARLINGHOUSE COMPANY, INC. MIDDLETOWN, CT . TOPEKA, KS 596250LAK PLAN NO. 34150 SHEETS D ; OF 7 I J w�°-r-o° ramina umber pecifications Stress rated framing members shall be used which Equal or exceed the following specifications. If lower grade lumber is used, excessive deflection may occur. Fiber Stress in Bending (Fb) = 875 psi (BASE VALUE) Modules of Elasticity (E) = 1.400,000 psi First Floor Joists 40 lbs. Live Load 10 lbs. Dead Load Second Floor Joists 30 lbs. Live Load 10 lbs. Dead Load SIZE INCHES MAX. 0. C. SPAN SIZE INCHES MAX. 0. C. SPAN 2 x 6 12" 10'-3" 2 x 6 12" 11'-3" 1 f" 41'-•1" 16" 10'Y 2 x 8 12" 13'-6"2 x 8 12" 14'-11" 16" 12'-3" 16" 13'-6" 2 x 10 12" 17'-3" 2 x 10 12" 19'-0" 16" 15'-5" 16" 17'-2" 24" 12'-7" 24" 14'-1" 2 x 12 12" 20'-7" 2 x 12 12" 23'-0" 16" 17'-10" 16" 19'-11" 24" 14'-7" 24" 16'-3" Ceiling Joists 20 lbs. Live Load 10 lbs. Dead Load Rafters 20 lbs. Live Load 10 lbs. Dead Load SIZE INCHES MAX. 0. C. SPAN SIZE INCHES 0. C. MAX. SPAN 2 x 4 12" 9'-5" 2 x 6 12" 15'-10" 16" 8'-7" 24" T-2" 16" 13'-9" 24" 11'-3" 2 x 6 12" 14'4" 2 x 8 12" 20'-2" 16" 12'-10" 24" 10'-6" 16" 17'-5" 24" 14--31- 4'-3"12" 2 x 8 12-118'-9" 2 x 10 12" 24'-6" _ 16" 16'-3" 16" 21'-3" 24" 13'-3" 24" —1 T-41" 2 x 10 12" 22'-11" 2 x 12 12" 28'-6" 16" 19'-10" 16" 24'-8" 24" 16'-1" 24" 20'-2" 2 x 12 12" 26'-6" 16" 23'-0" 24" 1 18'-8" 11 - �4 2 I� Q� �►J ISI' PLAN No.: 34150 Alternate Roof Load Sizing Chart This home plan is designed for a total roof load of 30 lbs. per sq. ft. If this design load specification does not meet your local code requirements, please refer to the following chart for rafter and beam size substitutions at increased roof load conditions. It is the user's responsibility to determine what roof load requirements apply in their area and to substitute the necessary lumber sizes to meet those.local codes. Rafters above Rafter depths required at these this Space TOTAL POUNDS PER SF values (LL+DL) 'Section I Space 40 1 45 1 50 1 55 1 A whole House 2x8 2x8 2x10 2x10 2x10 RIDGE BD: ONE BD. SIZE LARGER THAN RFTRS. Beams Beam depths reqd. at these ZQ TOTAL POUNDS PER SF values (LL+DL) Beam Space,[tj 45 50 55 60fi 1 Ridge' 2- 16 2- 16 2- 16 2-18 2 Bsmt. Fir. 2- 9 2- 9 2- 9 2-9 Example: 2-14 = 2- 14" LVL member beam reqd. Legend: 9= 9 1/2" LVL member LL= Live Load (Snow Load) 11= 11 7/8" LVL member DL = Dead Load (Weight of Materials) 14= 14" LVL member LL + DL = Total Load 16= 16" LVL member SF = Square Foot 18= 18" LVL member i HAt,L'_6ATN W � X30 r9X17 IW 14" H r,-Ae _t i Y � N Y 51 <1 PLAN Ho Pei N • VJ 1 ll;�> 3 o L- 'J,130 l8 �1,53G� v 8o V24 v.24 i -''��i �►MM� 1 I — of (oPT Ion A L-) PFU1y- _ r PnL• L !o G —tT- Q ._ IAd \ D u- / 0 4 r r 4-S °" _qA4 11 - __ -Tll� .'%-/,&s �., fob Z�:tvPf G•'�- It1 �I•�1.� � ►�t�l ' Civ► -ms's COPYINO r.4egtr 0 WAY C alt' ,gi p S' ! IN J Pff TO$1co �' IW41aUP DOES NO,000 APP ! 6 (STAMP k RED IN. WA *ft ;No ""THESE C4OillillillillillllllllIIIIIIIIIIIIIIIIIIIIIIillllllllllllllU ivoaa ILLEQA�,LY OOpNTS !'iAylr BEEN ADO t0 0 fE ro R REPO.j t .0 BETS op TO %ALL Oo t Oky PLSA49 ��a-a�uit 2 Zx 12 NPQ- , a tom-. VZII,X I DBI.., .QST At je 2- 2x [2- NDIZ-- I I . 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MWLETOWN, CT TOPEKA, KS 596250LAK PLAN N0. 3'150 SHEET 6 OF 7 7 U- u� O- Z (Wr) - 00 0- L CQ^t 4 VI O/� CL w O 'Q �- Z 01 ZQ Q it 0 oU_ a Z � OZCc U <t W r OW Ca 2 cc X Q_ W wz IZ I_ ct ii��;ti S2 o� (j r `ca`lcrjm� aEc,oEo ;a(r:m ru0 >, c 72 CM $2°'LL u co-�cm�• C O '5 U 'Or•- 121 M Z5 Ap 1=N L L V 0.- C•- n.� v,.4z o 0 (� Y C tq C o o E ��•m VW) M4 I . _ cc in E 'E" 6 vc .' ;1 a 02 E co c^o, 78 9 1 N r Q�EL3Ewa� Q) �,�_ ca= CM O O. U O a> E i!= Z 6 � C: ,n > 75 r C m ca� t U N E N cn >� a) E o 3 ct� o o or •4 00. p p R%ccoc�t ; Q) N 3 N C d ` L U C L �;, F -M 12 -(i W U) 3 0 LIZ if J�.. Q �.t THE L.F. GAS',INGHOUSE COMPANY, INC. 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