4 . . =) CONTINUOUS RIDGE VENT pe Design Criteria Nl Nr ac 1. Design Criteria Used: iis ee ann abl o= = a Gee A. Ground snow load: 40 psf oo METAL ROOFING 2x6 WIND BRACING - RUN BETWEEN | B. Wind Speed: 115 mph t~_| POSTS AS SHOUN - FASTEN TO POSTS C. Seismic Design: Category 'B’ ee WITH 4)'6 LAG SCREWS (COUNTERSUNK | | | | D. Subject to damage from: on || I INTO BRACING) AND EACH BATTEN Weathering: Severe FS yc ped FASTEN WIND BRACING TOGETHER ~y WIT 2. led NAILS (TYPICAL) CONTINUOUS DOUBLE 2xi2 SPF. 2 Frost line depth: 48" | PLAN FOR SIZE / WITH 4'¢ HEX BOLT (TYPICAL) | WOOD HEADER AT GABLES (TYP.) ; Termite: Slight to moderate i i _—s— —_—X“—XS_: Shel = Leen en eee eee ee — ——— aS eS SEE ——— ——y ok - 1. : lore | WIND BRACING | 6"? WIND BRACING | |lo"e = ___ Decay: None to slight Q TT 7 a: ( — = — y= = ee a prs — <a. E. Winter design Temp: 2° F ed ei ser Pe Te a | mr ai sini Ty TT Tae el ' TAT cy") mm D | . im ; ees a Hig val is te ce ne a F. Ice shield underlayment required: Yes A i y, S Ni y q lee = = . J NG VM F | | | | 7 HN. WV | VG?) a tr \ | | | | | HE NK) | T | l | || HW NAAT ‘ i Pe 4 e- ( . a /, ® ; Wl | i , / | Ea 2. “4 re ; a Symbol Legend | <1 | tl | | Pree NY) | DK EH : 9 ie aries i ° Aaa | | | | WT MINN | ie Tries GIRDER t= 2_2x8 DF. 2 FLOOR SN, ; a V4 € LAMINATED PT. WOOD ) J. Pom man ioets ate ac. 7 Framing members | : WY Nal ||] Post (TYPICAL) | | | il I 7 NI x (I PROVIDE WALLS OR GUARDS 2 = liner Ni LLL LET Li Pu WV Ni Nab ee pi IT Inches a cag I | ba 2a¢ - a] 24" | age ke | | | ie Ley i ls INFILL GAP WITH FLOOR JOISTS (MATCH BOTTOM Ss CLEAR (32) New door symbol | | | | | re | +— POURED CONCRETE FOOTER TO 48' BELOW GRADE WITH — | ) | | | | | Q a i CORD SIZE) AND ROOF PURLINS - FASTEN TO WIDTH Y 6 rank CARDBOARD TUBE FORM (SEE FLOOR PLAN FOR SIZE ¢ SPACING) | he Z a TRUSS GIRDER AS PER MANUFACTURER INSTRUCTIONS a f ; Y * Lo ; Be ie La ne | ee ie) i s an | 8 Qa if ° 5 Si e E evation ES UZ PRE-ENGINEERED WOOD ATTIC RUSSES \ Al Proj ect Notes Scale: He" = 1'-0" | NAT 24" OC. (DESIGN BY OTHERS) 7 | , IH \ vA 4 \ 4. All work is to be coordinated with the owner. The contractor is to meet with the 8. Footings to sit on undisturbed soil. Lg 1_Ih ; | | ; owner prior to construction. 9. Caulking - at all exterior joints, openings, between wall and foundation, etc. ; bad Me aan 2. Contractor shall keep the job free of debris and make final cleanup to the satisfaction (weather stripping) 1B'-O" MAX. AT ATTIC of the owner. Contractor shall be responsible for removal of all construction debris 49. provide sealant at all joints in different materials. from the project site and shall provide dumpsters etc. as required. Remove all : : : ; 1 1 debris on a daily basis 11. While every attempt has been made in the preparation of these documents to avoid ox WIND BRACING - RUN BETWEEN r ' r : oo . a ‘acah mistakes, the maker cannot guarantee against the possibility of human error. 8 ¢ 8 3. Contractor shall be responsible for the protection of all existing buildings and other The builder or contractor on the job must check and verify all dimensions and other POSTS AS SHOWN - FASTEN TO POSTS “. 3-PLY 2x6 LAMINATED WOOD POST AND = tallations that are to remain intact while performing the specified work. Provide WITH 9'? LAG SCREWS (COUNTERSUNK POURED CONCRETE FOOTER (DIAMETER HISIGMAUORS Wim. Ge 6G feria! WS PETIOT TING: ie open details of these drawings prior to construction and be responsible for them. 2 + SPECIFIED AT EACH FOOTER) - SEE and maintain fire extinguishers on project site during construction. ; INTO BRACING) AND EACH BATTEN 5 tisea Hniicatad obforwl 1 preteriat tumished andi ted into th k 12. The makers of these documents are not responsible for or have control of means, WITH 2 - lod NAILS (TYPICAL) pm SECTION A / A-l 4. Unieas indicated otherwise, all material furnished and inCo Oe ee ne aed. methods, and techniques of construction or responsible for the actions of the ~ Zz I Tl shall be new, unused and of quality standard to the industry for first class work of contractor or the actions of the contractor's sub-contractors. x 1 Ty similar nature and character. Install all materials to the manufacturer's ve : ; ae a foes a Ry) if \ / recommendations and best standard of the trades involved. 43. Visit the site to verify existing conditions. Existing concealed conditions and 2 al 2 = ~ { ; { ‘ — er ; connections are based upon information taken from limited field investigations. o, LZ ae | | | L+-+ METAL SIDING——T c te. Se» a zg ig : 5. Do not scale drawings Contractor shall make required adjustments to system components as necessitated 3 age onl - 4 | - _ ~~ —+ 24" +NOTES** 24'¢ 6. Sections, details materials, methods, etc., shown and/or noted on the drawings shall by actual field conditions at no additional cost to owner or architect. Report any \ 7 Sl = r ] @ rf ~ ER SPLICES/ CE HEADERS AT r apply to all similar locations unless otherwise noted. discrepancies between the drawings and actual field conditions to the architect 12" \ 12" - ; yee ane eres i as All wood in contact with concrete or masonry shall be pressure treated. before construction begins. ] a \ / | \ / : Q@ ¢ FASTEN HEADERS TOGETHER WITH 3 ROWS Q -! lod NAILS AT 8" OC. FROM EACH SIDE. = 4 \ \ / \ VW \ Vi ff 1 \ | r | * OPTIONAL WINDOWS TO BE INSTALLED | “ ; x 4 iF RRA ae Oe ef - AT LOCATION DETERMINED BY OWNER. 4' CONCRETE SLAB <ex \ a aa AL. \ ® oa: FASTEN WIND BRACING TOGETHER ) 1O'-O" Ux 1O'-O" H.// \ 2-0" Wx 1-8" // 2 T * FOOTER DESIGN |S BASED ON 3,000 PSF T eo <o PACT Geet WITH ¥2'@ HEX BOLT (TYPICAL) / \\ we at ef | Ne a / (\ - NW SOIL BEARING CAPACITY TO BE VERIFIED i z Aue i \\ i il | /| yy’ WITH PENITROMETER TEST. rar — \ LAMINATED PT. WOOD Post —JH-+, \ ae, oe ee | ) nana BME do TYPIc OOF (TYPICAL) \ / NIT : METAL PANEL ROOFING * | /f VA VA 24" A 2ate (INSTALLED AS PER MANUF. INST.) iad i \| REFLECTIVE RADIANT BARRIER ° | l aa | . a r i 2x4 PURLINS AT 24° OC. * POURED CONCRETE FOOTER TO 48" BELOW GRADE wiTH +—_—) | Q . PRE-ENGINEERED WOOD ATTIC TRUSSES * | | | dapDBoARD TUBE FORM (SEE FLOOR PLAN FoR Sizes spacna) | | | Als ® e| § 4 COMPACTED STONE BASE AT 48" OC. (DESIGN BY OTHERS) +) ¢ “ CONTINUOUS TRIPLE 2x2 SPF. 2 OR —) ai & [ b il WITH 6 : 12 ROOF PITCH fad beg DOUBLE 94" x 14" LVL. (2e) HEADER . 1 Concrete Ss a Detail 2x4 PURLINS AT 24" OC. AT BOTTOM CORD * W t 3 $ F tj iI AT SIDE WALLS (TYPICAL) I! 29 Ga. METAL CEILING SIDING (INSTALLED im ( ) | Not to Scale : AS PER MANUFACTURER INSTRUCTIONS) est ( ron y eval lon 4 ‘ Scale: He" = 1'-0" yi N vi. dks SIMPSON STRONG-TIE H25A TRUSS . | \ | \ ele B TIE AT EACH TRUSS - INSTALL AS \ / \ / PER MANUFACTURER'S INSTRUCTIONS _ 24'6 Wi i 24% z Z| SPINDLE y = x6 FASCIA / DRIP EDGE / ——) _— — il lI ba * VINYL SOFFIT / 5 METAL B: ' a g GUTTER 4 DOUNSPOUT — ~ + 1 " i. 265.51 3 _ : | | i + hy Ie s us 3-PLY 2x6 LAMINATED WOOD POST AND a parte FASTEN BEAM TO POST WITH t i © POURED CONCRETE FOOTER (DIAMETER » AY MAX TWO (MIN.) 4" HEX BOLTS i ee 9 I|{— CONTINUOUS TRIPLE 2xl2 SPF. #2 OR SPECIFIED AT EACH FOOTER) - SEE i : + 3,4 VAL ot WOOD BEAM (SEE PLAN) - STAGGER I CBee eee — SECTION A / A-I I GUARD HEIGHT GUARD HEIGHT ¢ SPLICES OF MEMBERS AT ALTERNATE / ANIN SPACING POSTS - FASTENED TOGETHER WITH > Proposed Zin STN AT MEZZANINE SPINDEL SPACING 3 ROUS loc NAILS AT 8" OC. ¢ EXISTING DRIVEWAY ~ Pole B _ J am é / / Typi cal Gu ard Detai Is 2x6x24 CLEAT - FASTENED TO POST @ S a dt \i _ 2 Not to Scale eee CONNECT NEW TO EXISTING >; #30.86' SS ll - f BUILDING WITH P.T. WOOD 9) TYP. EXTERIOR WA — TRELLIS \__ DEMOLISH EXISTING | = 293 Ga. METAL WALL SIDING (INSTALLED « GARAGE my @ 4 S 11/4" MIN _ AS PER MANUFACTURER INSTRUCTIONS) 1% a) i 10 my 1 : YX ' HORIZONTAL 2x4 PURLINS AT 24° OC. * Q ) N Qa 2" MAX. - 2 Eo ret ahaa 2x6 WIND BRACING - SEE ELEVATION « a e Existina St = It 4 |! FOR LOCATION - FASTEN TO POSTS WITH ray Xl Ing one | PERIMETER DIMENSION: V5" LAG SCREWS (COUNTERSUNK INTO Building . NEW PO LA | 4° MIN. - 6 1/4" MAX. BRACING) ¢ EACH BATTEN WITH 2 - led NAILS Existing House /| : NEL POLE BARN = ee rae ele “Ts, 3-PLY 2x6 LAMINATED WOOD POST * Xl 1 - { f psi MIN. [ CIRCULA | NON-CIRCULAR GRIP (PRESSURE TREATED AT LOWER PORTION) , | g \ ry SLAB WITH 6x6 W239 x W293 WELDED WIRE MESH Nu / Typi eo al IH an drail De ai Is INTERIOR FINISH AS PER OWNER | 24" | ? OVER 4" (MIN.) COMPACTED STONE BASE WF 24%6 oe = CONC ; 9 Not to Scal IZ tee 4" (3500 psi) POURED CONCRETE SLAB » \ , 7 0 : WITH FIBERMESH = O 8 1 i S) NOTE: 4" (MIN. COMPACTED STONE BASE * sy a : oo 7 ee eS eo Oe aes eh oe ee oe |e yi ; ics PR Aan hd Q — \ | VANE | rk pts hyp a ai i IZ | UZ PRE-ENGINEERED WOOD ATTIC RUSSES \ y, WITH SECTION R3Il OF THE 2020 9/lo'R MAX : ene BUILDING CODE OF NEW YORK oe \ 2x8 P.T. WOOD SKIRTING 249.69 ee | NAT 24" OC. (DESIGN BY OTHERS) 7 vy, STATE SECTION IdIl A t EACH SIDE (TYPICAL) | im _——— N MTN | - | ys H. ax aS oe toll \ ea HANDRAIL - REGUIRED wf fa SOON WWIII N Sit P| \ AP! | ‘ | | : x | \ a / ae oo) at Ro ew Site Plan mig | mug = || rmcuthoe 9 | SYN RRR Scale: "= 40-0" 5 TO DOOR TO DOOR RISER \ SJISSSSS SSS : , 7 canes, KKAKRKKRAAKRAAASS s 4 ue | / Va | ‘ TREAD = II" MIN ~ - SINNIYOYOWY”YYOY2W x | / | | x x Lf re ? URI RI ROR 3 HZ | | | | mS ROUND NOSING BACKFILL HOLE WITH STONE 2787 REG 35 3 f Vv = YY) Pa g ra a ti teed Ne LFTB? LWW, a 6'MIN. | 8" MIN. TYPICAL LVL. NOTES** lo'o Yo’ x 10' METAL OVERHEAD DOOR |__| |0' x 10' METAL OVERHEAD DOOR | RISER = V2" MAX. cena YOON E FROM | BETWEEN Ma" MIN. EDGE DISTANCE wir RE SPECIFIED TO FASTEN PLIES TOGETHER Z a _ == -= = === == Z 1 al , Ahan Efe engl COS z END | FASTENERS WITH STRUCTURAL SCREWS: “ ira io’? | 2- 2xIO HEADER ABOVE DOOR | vr 4 x — A OR '2'* ROD EACH DIRECTION RRR Zz * FASTEN 144" TO I"! LVL. PLIES TOGETHER WITH 2 “ t me / C EARLE CREOLE x Cre a | 4" MIN. BETWEEN THREE ROWS SDW SCREWS AT lo" OC. AS FOLLOWS WIND BRACKING - EACH ne Greedy POURED CONCRETE FOOTER JJ °= 4| 9 4° me aTcdeeel! oe ee NON-STAGGERED (UNLESS NOTED OTHERWISE): SIDE OF OVERHEAD pemteaumisin | aah GPE ag FS. \ cS ace (3000 pei - AIR ENTRAINED? He eee Ey ® WY 9 =" ROWS + '4" x 3%" SDU22338 SCREUS FOR 2 PLY Lv. DOORS (TYPICAL) | | WOOD HEADER AT GABLES | oa ee r re ° 4" x 5" S$DW22500 SCREWS FOR 3 PLY LVL. (TYPICALD | \ e = DAMETER = ei : it aaa! * SPACE FASTENERS 12" (MIN) FROM TOP AND i eo ae a. ae . — tae Aas ware ot ea Zi BOTTOM, 6" (MIN.) FROM ENDS, 4' (MIN.) BETWEEN - 4) Se IO'-6 2'-O IO'-6 3'-I" ye hag A r® - SCREWS IN EACH COLUMN AND 8" (MIN.) BETWEEN Coie a UNDISTURBED SOIL x 14" MIN. EDGE DISTANCE SCREWS IN EACH ROW. 30-0" BEVEL NOSING a e 8 e e es 4)—ypical Stair Details A \—Lyp: Foundation / Wall Section 5) LVL. Screw Spacing Floor Plan Not to Scale : Scale: y," = 1'-0" Not to Scale ‘ Scale: Y," = 1'-0"
ee 2 © (oe) iT @) + basal CT ass << 40] O faa) i? ® 0 5 oO as ye a oD = OH § oD 82d ca Ww => Oo. Se Ne 4 ~~ ; a nN N faa) “8 We oh eeu Lud C) 24> 2 885 x (e) UT oon Wit 3yh =o =s8 ~~ a 4 +ZO 3 ft 8s _4 Z . w D ic z S Q | aad ® rd) Zu ae ns = 6 ran) BS & eb a Sich Elasese LLd538 Bes" | OQ = SlEESs @oO1ooo oo oOljrace - NW LO wlolooas =a bd Pea keke co Cod iat > ea C2 S$ —_- NOS (‘Sheet Title: |
Floor Plan, Typical Section, Details, Elevations and Project Notes
Checked By: 24-2747 JEB Scale: Drawn By: As Noted BWE Date:
December 10, 2024
constitute origina
©2025 All ape gl & written material herein & unpublished work of the architect & may not be duplicated, used or
disclosed without written consent of the architect.
Do not scale drawings. Use given dimensions
only. If not shown, verify correct dimensions
with the architect. Contractor shall check and L verify all dimensions & conditions at the site.
. {Drawing Number: 4 A ama 1 . J