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HomeMy WebLinkAbout0090 HINCKLEY ROAD PLANS / 4/�Voo OCR ' . . . 3 /I PAVED PARKING AR - EA .-.-.-.-.- •• . •N PROPOSED PARKING SPACES •' CATCH \ -� BASIN \ / Q PARKING SPACL R--O49.51 o %- `` CN / �Q TO BE REMOVED AIN QtvK `o`�`�NCc / LIGHT POLE \ P E , �! t w l PA VED PA llW oy� IIIl PA�D PARK/NG \ V RKING AREA FE TONCE ? / AREA CATCH BASIN 'EMOVED R=49.51 2 / PROPOSED PARKING? SPACES cI O / PARKING SPACES \ BE REMOVED 8 CATCH BASIN R7=49.25' / PAVEDL-Li FENCE P l K,NG AREA / / TO BE ON, PARKING \ / LNCE J REMOVED AREA TO BE / ' C PROPOSED - / REMOVED 4 o�p L.F; �. HANDICAP l / °—p—p � UTILITY POLE PARKING MANHOLE CATCH BASIN / �D e' � . TO BE REMOVED SPACES ® (� o / 2 cam,= R=49.79' R=49.32'qN�P ED R=49.38' _ ? CNAIN_o�� 2 �� ANp D p Y I ®WELL \ p v 63'-4 OR LINK Fes'E\ ��p l E�FC1121C �t� ° I I RC7rx I, ?!k�POSED "VIDE r aDACES GAR GE DOOR WA.1 �. / o � ONE STORY BLOCK BUILDING • ..'.'......•••••• :::::::: �OpREC ............. . `o DOOR PROPOSED o AC DOOR PARKING a\2 OP AD o BARRIER . 0 o PROPOSED \ ELEV p5p p0. 80C<ARDS o PARKING / PARKING SPACES SPACES :•:• • \ /'_ MANHOLE TO BE REMOVED o R=49.38' / • PAVED PARKING AREA WELL PAVED PARKING AREA �� ® 1 Q GUY WIRE R=49.25' PROPOSES PROPOSED FUTILITY POLE / PARKING w W PARKING I I BARRIER w ► W W BARRIER '-W w W w w W w `� W w W W � ---- Aly w w SEE AREA w w w W W W w w w W �- W I W W W W W W W W W W \ too, W W W W W W W W Q O� 11 o �.y w w w w w W W AREA W w W W W W R 0 w W W w W W W w (REE W W GRAPHIC SCALE 20 0 10 20 40 80 ( IN FEET ) 1 inch = 20 ft. Q _ _ _ NEW MATCH EXISTING EXISTING EXISTING Exlt EXISTING EXISTING G EXISTING EXISTING LANDING 5'-0tF NEWju STEP M (E� li STORAGE _I EXISTING o ROOM STEP MECHANICAL ,- LANDING ROOM KIDS KIDS 04 aN ................................. ......---------.................. 9 4 NEW HALLWAY ..i"-EXISTING COLUMN KIDS CHURCH x i all EXISTING HALLWAY I � a � ' d �T +ONE � 4 WOMEN KIDS DANCE ROOM _ KIDS ? -� +n 1Gj l EX1811NG � 2-0 2-8 24 a ELECTRIC T ROOM 6 5$„ 5`-Fitt 3 tt 3 t, 3 „ 5'-0" NJIJ NSII REPLA ZMENT .. REPLACEMENT � CLOSE g CLOSE OPENING OPENING _ - - - - - - - - - - - - R EXRCA> s€zra wFo I�oR �X'T ItC'—tF1 q ti WIDER OPENING 2t�,t t 5t t1 �} CORRIDOR Double 2X1(} `� m iU1 El MEN -� / 7 X0, i ft Q , STUDIO Fol I.I,-o" 201w3 " 51-01, 15'-0" ti - Ui a -Q KITCHEN I! PASTOR 4 I I s7EP OFFICE cif tkq II II M ALTAR Q 10'44" T � -I,-O" 14'-10341,t ,, E a g TEMPLE TREASURE 300 seats i' == 14'-10%" 6'-144„ Q o ------ STEP OFFICE � - COMMUNION 4 r dl II f t � 22'-24" li Y h r f tE m f � Off w I EI 3 I LOeB r $TSP F1 Ii n _. ..._,. .. ..�� . � Triple 2x10 ; Q rr m f (8) SI - HEADER FOR 1 717 CLOSE ENINCs - - - - _ _ _ - = = - - - - - - - - 6080 - - - - - - _ _ - _ _ _ _ NEW DOOR / It N1Etl NEW NEW }{ I uu Ie, NEW (}F au "" NEW t REPLACE REPL4-EMEN7 NEW REPLACEMENT REPLACEMENT REPLACEMENT m1 1,1 ,111 63-4ytt FRCMRD uu ,HI 141-311 P Im It" crM AMRW PROPOSED FLOOR PLAN NI iN, W ,,,,I NEW .11 IUp.19778 ; IIX COVERED W: ENTRY SSSSSSG_Q_L-- -SC ----- ---S-. OWNS '� _9® SUIT JOS ADDRESS DESIGN do DATE � REVISION -DR.4l3�ti�t �3'I' I�',4G�cE SCALE REVIVAL �'RESIBYTERiAN � MEEO)Es f4a o00 ,� _ � t, k EI �� �ea Igna 40 RENOVATE �O' �� J .,�OF _ CHURCH OF CAFE COD jre lE)PURCHASE OF DRAWINGS LEAVES PURCHASERRESPONSIBLE .-------------------.-- lU E FOR COMPLIANCE WITH ALL !2J EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS !3) A FOOTINGS LL GS EXTEND BELDW FROSTLIKE VERIFY DEPTH. SO H I N KBUILDING LOCAL BUILDING CODES AND ORDINANCES, JIB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL. SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE P,O, sox 2" c � D. >iau � Ex I ST l irk Cl O FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRtUCT€ON. PRACTICES OF CONSTRUCTION. v IFY A (��'� 49� �r ER DESfGN WETH LOG L ENGINEER. WITH LOCAL EKGiKEER AND BUILDIKG OFFICIALS. U.BBT L°t4RNBTABI-E M.d. 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W," f No.19M EXISTING FLOOR PLAN- BUi�LDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE SCALE gna REVIVAL i='R513`t'TRfAN o c� _ _RENOVATE CHURCH OF CAPE COD � l 2 3 a a f. 7 0 9 f0 A >? 19 (j,E (i) PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FROSTLIKE VERIFY DEPTH. _ �[�' H �( }�� ��+'1 1 � N r i.p ����� ��� ("' LOCAL BUILD4NG CODES AND ORDINANCES, JB DESIGNS MAY NOT BE WELD RESPONSIBLE MUST BE DETERMINED 15Y LOCAL SOiL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE P,O. SOX �35 "+� ���'`� � 'RDA r , + �� � i� S 1 ' j`riP f�+� Z FOR SiTE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. U66T O 4RNSrAe4E MA, 026f+e ��8, '����.� 2Xro RAFTERS 24" O,C, f 2 -1 1/2 f I 5/S11 ROOF SHEATHING 12 , ICE 4 Ui1AT�R -IX& PT CAP _ ASPHALT SHINGLES X& PT NOTCHED TRIM TYP. 5/6" PT PLYWOOD 2X6--C.J�0-24-`"-C;cl-_ SCREWED * 24" O.C. FOUR SCREWS VERTICAL Y° ` FOR EASY REMOVAL. t► YP' 5 I/2"X5 l2" PT SPAC'I="? '• "" AT 3fo" O.G. UNDER WALL FOR Y X(o � P. UN 2 SI-IIDM�N AT44 JOIST WITH W JOIST DRAINAGE..--1. TYP, 2 ro s FT PROPER 15ET EEN 11 HELD BY 3"X3" AND SMALL GALV. 2 U.G. FLAT WASHER, TOP AND BOTTOM BOLTED 1---rrn. AC FOR DRAINAGEWITH 5/6" GALV, HEX BOLT AT 3ro" O.C. _ _..:_. _ _ �........ ....... v v v v v v ,, a v a v v (n In In S.A. ('A lA to (A jl�A�' to to <A n < n <n CA (/. lA to CA Cn (n (A (A (n In 4n In (n In In Cn tn to (n In in In (n (n V ✓ : VV 4 YY ✓ ✓ ✓' Y V Y YYVV ` Y ` ' Y Y Y V Y Y Y V ' V Y Y ` Y ` Y Y✓ ` V Y ` V V` Y ' V ' V ' Y ' Y ' V ' V V ' ' V . A >, A >/ A >' �> TIN A > jOF^ / A > A > A > A >, A >^ A >' A A >, A >+ A >' A >^ A > A EXISTING � >w A }^ A > A } A A > A >' n > h >� A > A > A > n A >+. n > Y ^ >f A > .. ,v > y !/+l��* COn > A > ^ > A > A > ^ > A > A > v z v s v s v z v z v a v a v a Y1 V . > a a a _--_---__ a a .,-- ----a-------- ------ -- --------------------..a_ — .a. — a s —_— ___-_..-- -----..__.a_.__-�.... z a—..__�—.._.'_.._..� ____T��,___ -------- --------------------� - _-------- ------ ------ ---------------�_------ -- wrt-------- -- WIRE LATH 30 LB FELT 511 I f 1 1 1 1 { { 4 t i I { t { 1 .......... { 1 1 �� 1 1 `� 1 / CDX PL�t' _ . ,__ _ _ __»_ ______________ ---------------_ ---------1 3 ^. 1�1 t `'a 1 { �.i 1 ,a 1 1 I �Yi I t�l---------------......�....:----.._------_---- r2.--- __..___ ..Sr--- ar.r__ Z�...�.» .._.�.a_ e------------------—-- ------- ------------------------------------------.._------------—------------------. ------------------------ EX 1 %'105T ING USSE --TYP. SIMPS©N LSTA36 GALV. STRAPS O 24" O.C. PER MANUFACTURE. -------------------------------------------------------------------------------------------------------------------------------------------- TYP, 6 Ucco OVER. GALV. WIRE LATE EXISTING ELEVATION PER MANUFACTURE, EXISTING ELEVATION FRONT AND REAP CIF MAIl� BUILDINGLEFT OF MAIN 5UILIDIN(S 1/2" WALLBOARD It i 11 EXISTING 12 2X4 s a 16 O.C. I" AIR SPACE CONCRETE ALTAfR R � BLOCK WALL R 13 INSULATION NEW SOFFIT N C��l C� DETAILS FRONT 2XIOIs 0 12" O.C. 3/4" T/G PLY. AND NAILED # GLUED. REARO TYP, FT SLEEPER 1 1/211 RISER ADJUSTED PER FLOOD? `1 1/2" RISER FUCHARD --_ _ --"_.."..".1j1,RIPLE 2X10 GIRDER P. - -w - - NA I LED 4 GLIDED. -11/21' RISER _ -< TYP. &X& PT POST 4 P 'a P a P a a b r• 'a a '.v' P 'Y• b o• b r^ b v• •+ P moo• b •a• P v^ P p P P b P d� v• rx d d� .dam ➢` .d ➢.` ,dam .dam ➢,^ .dam ➢. d ➢" .dD PP .d ➢' .dam ➢' .d ➢` .v ➢` .d6 ➢" .dr ➢` .d ➢' .dam ➢.` "' .d. ,.d 1" ➢. O,` ➢. o . .a .a va as v .n o a .e . .. 1 1 ➢.' P.` a od b d s o• +i a v p d 4 a d a v• d a v•v d v d a a I o va o d 4 n- 4 v• s v• . v•r d v• > v•r 4 ve n p v• p v• v• o a a o v•� > > n o^. <. ^. •P. � � $' P. e L $' P. '�• 2 $' P. P. IS1 $' P. a $' P. A. � $' A $` P <. a1 $' P. . �'A $` P. t $'•P. •P. L � d' � � 8a b b3 $` P. 61 $' b! $'v P. Ay1 $' P. �a $'P P a $ b b R7 b P P P P P P • Py 1 9 P¢ Pv o P P : A' i ° .. . d• e . d".� v pb a 5 v' d' � A' S q'o Y 3 5 Y 9 56 9 4 BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE _ _ REVIVAL F'RE8�3''r'TE�:I,4�t RENOVATE � 4 �� 1�4 � J� *..,�,,.oF,.._,,,�. jr;�es[gn6 CHURCH //�i � OF CAPE CD _jj� { _j� r i J 1 Z 3 4 s i ♦ 9 ID 0. 1T f! I.a i$ E. �j (1) PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW FR06TLINE VERIFY DEPTH. O► t ' �'`�/ }� l ' y�t�`t C� f" LOCAL BUILDING CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE RO, BOX 285 SO HIN`.rKLEY .,RD. HYA1�tI�t1"r EXISTING BUILDING 0 FOR 61TE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF`CONSTRUCTION: VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL ENGINEER AND BUILDING OFFICIALS. 1LE33T.SARN5TASLae:MA 0�*" _ My _. RUBBER MEMBRANE f 1/'2" F1BER80AR1: 1### 3/4" T/G FLY. NAILED 4 GLUED. _ -- :— ' 2if X10 s a IT O.G. TRIPLE 2X10 HEADER if STEPftl, 1 E t ill, 1 1 >a " II � �' p 'lilt ;� 5 112" ;� .`� 'xf TRIPLE 2XIO HEADER Ilk! Il — — fill 1 y- - o W #� -`,� „� _Q� ll2" 1 ------------- I Z II _ d = °4 IMf'S0N M5TC28 STRAP ##,# NAIL TO 6X6 AND OVER `r+ F11V it II 7` -. �/ = 1 # `fl DIE 1 1 1 3-2XIO -HEADER V riot o n � I rttl X 11 I , # 21 d% t 1 7 +� fY Ilu I ..� z • 1 ol fill .•� 11 '4 #HI rl lI a 1 14711 !fit tz- NI F— ,a _ I ------ - - @31CsF00T till Il STEPS ♦ 1 /'/ /// i i lilt till : LTAR. i 1 f 7 ENTRY- if + Il CROSS SECTION DEOOTAILS 11E I 1 tt n ii k i lilt V EI I i 1111 #! 1 t , t flit pp P fl illl It - • : IIP 1 r {{� e,, tilt I 1 tilt o IE � � - till ...,........... ...�...� X 1,11 P. 2X1O BLOCKING 11ir O /� Ill# {µ #1 tiff !nE ,� Elit ,,,, 1 ' I till ...... ...... 01 #1t, -yj i, >ft,!' vU riff 11 i - r p 11 OL r### ,Q t- 1111 It#, 3-2XI© s #= t I I lilt -STEPS -1 i tilt !1 ro'-1tl111 --- _---- e 2XI4 s � I � tL �. OVERED ENTRY ROOF 1 I -. z 1 FRAMING PLAN I I #nI 11 I O 0 ;: NN LL Av k } _ 1 ..i — N I lit$ If ........... .......... ............. ... T.F..... �_ _ .. »..». .. _ ._. , t I t till Itfill if Q I X �N OF 2 i-all ul. .�. f _ I i Ill# {{ n _.' fillfill - f{ I µ ,{ �° 110E I(I If STEPF 1 Ili, 11 �. # •... � I 1 f �[ ♦� I 1 3'-6" MIN. 611 MAX. -O MAx. TYP. CB66 BASE 4'-6" MIN. (UPLIFT A2�?C�) 6,t 1-1/2" MIN. 1-1/2" MIN. CLEAR CLEAR LU ST G f=LOO 1= MIN L N1-1/2" LL / / / a c e / r .4 1-112" TO 1-114" 3'-011 MAX. / " i ♦/ ' t8" ls,t 181f r Q Z 4 /f ♦ /1�j / MIN, MIN. MIN. Q Z 13 MIN. U cv Ile f / BOWL AND PIPES TO BE ti / s'/` 14 ('� � ♦` � ,j �,, 12" MAX, 6" MAX. " CONTAINED IN TWIS AREA W c ii«f; / j/ ♦ / LAVA O Y p 42" MIN. 36" MIN. 2-8 iI A f a a TOILET PAPER f8 MIN, m !K -9" MAX. HOLDER W/O " Q / STOPS OF WATER _ t CLOSET m `;� Q ♦ i/ 4 ,.°na .fl - CLEAR " T / // 4te /J FLOORNt `` O QQOT SPACE / // ,err' i i / -5" MIN. / / , / DOOR CLEARANCE BATHROOM CLEARANCES BF 20 with 8 in. dial. tube ELEVATIONS WATER CLOSETS CLEARANCES 5UI ER JOe ADDRESS DESIGN do pATF REVISION DRAWN SY PAGE REVIVAL FRESeYTERIAN > RENOVA E CHURCH of CAPE COD �"' r a n s a 1 a e u> n ct a I+ Ic w LU (1) PURCHASE OF DRAWINGS LEAVES PURCHASER RESPONSIBLE FOR COMPLIANCE WITH ALL (2) EXACT SIZE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOTINGS SHALL EXTEND BELOW MOSTLINE VERIFY DEPTH. LOCAL BUILDING CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN 4 SIZE P.O. BOX� (��, � r '30 HINC<LEY RD. HYANNIS EXISTING BUILDING Q FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION, PRACTICES OF CONSTRUCTION. VERIFY DESIGN WITH LOCAL ENGINEER. WITH LOCAL. ENGINEER AND BUILDING OFFICIALS. Ue$r19.4R1�3rABZ�'t1A 026" z li AWC GUIDE TO WOOD CONSTRUCTION IN HIGH WIND AREAS 110 MPH WIND ZONE QJ MASSACHUSETTS CHECKLIST FOR COMPLIANCE (190 CMR 5301,2.1.1� CHECKs COMPLIANCE 1.1 SCOPE WIND SPEED ,(3-SEC. GUST) ------------ -----=---- ---------------=--------------------- -__-- 110 MPH WIND EXPOSURE CATEGORY --- ---------------------------- ---- ------------- ---_---__',----------.8 1.2 APPLICA51LIT`1' NUMBER OF STORIES (A ROOF WHICH EXCEEDS 8 IN 12 SLOPE SHALL BE CONSIDERED A STORY) NUMBER OF NUMBER OF ____ ITSTORIES< 2 STORIES _ JOINT DESCRIPTION COMMON NAIL SPACING ROOF,PITCH,___----•--_-•----------`---------------'--- (FIG 2) .-------- ---_---------------------�1/2" _< 12.12 �� _ NAILS BOX NAILS MEAN ROOF HEIGHT-------------------------------------- (FIG 2) --------------------------------------14=-- FT < 33` ROOF FRAMING BUILDING €. IDTH, W----------------------------------- (FIG 3) --------=----------- ------------ -21FT < 80' �Z _- BUILDING LENGTH, L --------------------------------- (FIG 3) ------------------------------------.14-3�'i`'1' < 80' BLOCKING TO RAFTERS (TOE-NAILED) 2-ad 2-IOd EACH END BUILDING ASPECT RATIO (L/W) ._- _ ___--- _ .. (FIG 4) ----__.._________ _ ___ _________..-__ 1-15_ < 3:1 RIM BOARD TO RAFTER (END-NAILED) 2-166 3-16d EACH END NOMINAL HEIG14T OF TALLEST OPENING? ---------------- (FIG 4) ------_-_--- -------..__--__---------•1�=( < 6` WALL FRAMING 1.3 FRAMING CONNECTIONS TOP PLATE AT INTERSECTIONS (FACE-NAILED) 4-166 5-Irod AT JOINTS GENERAL COMPLIANCE WITH FRAMING CONNECTIONS_. (TABLE 2).___ __________ ______ ___ _____ ___ ________ STUD TO STUD (FACE-NAILED) 2-16d 2-16d 24" O.C.HEADER TO HEADER (FACE-NAILED) €6d 16d 16" O.C. ALONG EDGES 2.1 FOUNDATION FLOOR FRAMING FOUNDATION WALLS MEETING REQUIREMENTS OF 160 CMR 5404.1 JOIST TO SILL, TOP PLATE OR GIRDER (TOE-NAILED) 4-8d 410d PER JOIST CONCRETE .- ------------------------------------------------------------------------------------------• -aL _ BLOCKING TO JOIST (TOE-NAILED) 2-ad 2-10d EACH END CONCRETE MASONRY--`- ---------------------- --------- --- -- ------_=_- --------- --- --- ------ BLOCKING TO SILL OR TOP PLATE (TOE-NAILED) 3-16d 4-16d EACH BLOCK I3 LEDGER STRIP 1"0 FOAM OR GIRDER (FACE-NAILED) 3-16d 4-16d EAC44 JOIST 2.2 ANCHORAGE TO FOUNDATION JOIST ON LEDGER "TO BEAM (TOE-NAILED) 3-Sd 3-lod PER JOIST 5/8" ANCHOR BOLTS IMBEDDED OR 5/6" PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE IN CONCRETE ONLY BAND JOIST TO JOIST (END-NAILED) 3-16d 4-16d PER JOIST BOLT SPACINGS-GENERAL -- ------ --- --------_ (TABLE 4) -.- ------ -__B IGF_00T_S1=_ACED..' _14�_ IN, BAND JOIST TO SILL OR TOP PLATE (TOE-NAILED) 2-t6d 3-16d PER JOIST BOLT SPACING FROM END/JOINT OF PLATE -------- (FIG 5) ---- ------- - C.EN-TER-0r-_$.IGF0_0M IN, < 6"-12" _�L Root= SHEATHING BOLT EMBEDMENT-CONCRETE - ----- ---- ----_ (FIG 5) ---- - ---�------------- ---- _-- IN. > 1" BOLT EMBEDMENT-MASONRY-------- -- - ------- (FIG 5) . -- ------ - --- -- ---- - -_------.-JQ _ 1N. > 15" WOOD STRUCTURAL PANELS " " " " roll G / 6+' FI PLATE WASHER ----------------------------------- (FIG 5) _---______-____--__-_-_--------------- > 3 X3 X1/4 � RAFTERS OR TRUSSI=.� SPACED UP TO l6 Q.C. ad loci EDGE ELD RAFTERS OR TRUSSES SPACED OVER 16" O.C. ad loci 4" EDGE / 4" FIELD 3.1 FLOORS GABLE ENDWALL RAKE OR RAKE TRUSS ad lod 6" EDGE / 6" FIELD FLOOR FRAMING MEMBER SPANS CHECKED----__-_---- (PER 1&0 CMR 55,00)- ------- ------- -------------_-. WITH NO GABLE OVERHANG MAXIMUM FLOOR OPENING DIMENSION----------___-- - (FIG 6) . ----- _- -_ - __- - -------�_ FT < 12' - __ GABLE ENDWALL RAKE OR RAKE TRUSS 8d lod 6" EDGE / 6" FIELD ------- W/STRUCTURAL OUTLOOKERB FULL HEIGHT WALL STUDS AT FLOOR OPENINGS LESS 2 FROM EXTERIOR WALL (FIG (2).---------------------------. v MAXIMUM FLOOR JOIST SETBACKS GABLE ENDWALL RAKE OR RAKE TRUSS ad loci 4" EDGE / 4" FIELD SUPPORTING LOADSEARING WALLS OR SHEARWALL - (FIG 1)---------- --_ __ W/LOOKOUT BLOCKS MAXIMUM CANTILEVERED FLOOR JOIST CEILING SHEATHING SUPPORTING LOADBEARING WALLS OR SHEARWALL . (FIG 8)_------ ----- --------------- -------. - 1- FT < d GYPSUM WALLBOARD 5d COOLERS - 1" EDGE / to" FIELD FLOOR BRACING AT ENDWALLS ----------------------- (FIG 9) -------------------------------------------- FLOOR SHEATHING: TYPE-_-- ----------------- -_-. (PER 160 CMR 55,00) ----__----- -------------- ----_. WALL SHEATHING FLOOR SHEATHING THICKNESS.------------------------ (PER 180 CMR 55.00) .---_-----------------___. 314 IN, WOOD STRUCTURAL PANELS FLOOR SHEATHING FASTENING ------- ------- ----- -- (TABLE 2)---&—d NAILS AT C2 !N EDGE/ 12 _IN FIELD T STUDS SPACED UP TO 24" O.C, ad lod 6" EDGE / 12" FIELD 1/2" AND 25/32" FIBERBOARD PANELS ad 3," EDGE / 6" FIELD 4.1 WALLS 1/2" GYPSUM WALLBOARD 5d COOLERS - T" EDGE / to" FIELD WALL HEIGHT LOADBEARING WALLS -____ .._-_ ..__.. ____ ..___ - (FIG 10 AND TABLE 5) _ _ -- -- -_----___NONE FT < 10' � FLOOR 5i-IEATF-IINC� NON-LOADBEARING WALLS ------------------ - (FIG 10 AND TABLE 5) --------- --- -- I+tQNE FT < 20` WOOD STRUCTURAL PANELS WALL STUD SPACING .---------_- -- - -----.._-_-.:_-- (FIG 14 AND TABLE 5) _----__--- ------. �IN < 24" O.C. � -� 1" OR LESS ad loci 6" EDGE / 12" FIELD WALL STORY OFFSETS -----_ _- - ----------- ---. (FIG "1 < 8) -- -----_--- --_--------- ----NnhI F-:_ FT < d GREATER THAN €" IOd loci 6" EDGE / 6" FIELD _ IN SCHEDULE. 4.2 EXTERIOR UTALLS3 WALL STUDS GENERAL���� ,�GENERALNAI NAILING C EDUL.E LOAE:>SEARING WALLS .------------------- -- (TABLE 5) -----------A -L.L-EXISTIMCL. 2X - FT IN � NON-LOAD5EARING WALLS-_---_--- ------------ - (TABLE 5) -__--- ---ALL.EXISTING-. 2X - FT IN GABLE END WALL BRACING' FULL HEIGHT ENDWALL STUDS------------- ----- (FIG 10) ---------------------------------------------- WSP ATTIC FLOOR LENGTH----- ---------------- (FIG 11)---------------------------- ------- 0 FT > W/3 __-_�G - GYPSUM CEILING LENGTH (IF WSP NOT USED)--------- (FIG 11)----------------------------------- — FT > 0.9W AND 2X4 CONTINUOUS LATERAL BRACE * 6- FT. O.C. (FIG: 11)---------------------------------------------- OR IX3 CEILING FURRING STRIPS * 16" SPACING MIN. WITH 2X4 BLOCKING * 4 FT, SPACING IN END-- ---------- JOIST OR TRUSS BAYS---- --- ---------------------------- --- ---- ---------------- ------ _----- -- --�-- DOUBLE TOP PLATE SPLICE LENGTH .'----------------------------`-- (FIG 13 AND TABLE 6) -------------------------- FT SPLICE CONNECTION (NO. OF 16d COMMON NAILS) (TABLE bJ--------------------------------------- LOADBEARING WALL CONNECTIONS LATERAL (No. OF I&D COMMON NAILS)------------- (TABLE 1)--------------------------------------- �z� NON-LOADBEARING WALL CONNECTIONS LATERAL (NO. OF 1(od COMMON NAILS)------------ (TABLE 8) --------------------------------------- -2 LOAD BEARING WALL OPENINGS (RECORD LARGEST OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE 9) .......... . .... .......:..HEADER....SPANS ...-.-_---_.--__- - :____--: _:._-.�- _.(TABLE 9) ...--.. -_---_-- _- :_-1`LQN W F""1.. _ ... IN: < SILL PLATE SPANS------------------------------------------------ (TABLE 9) ----- -- ---_#aIONE.___YT .-.-_jN. < 11` FULL HEIGHT STUDS (NO. OF STUDS) --------------. (TABLE 9) -----------------_--------'------- ----NC-NE NON-LOAD BEARING WALL OPENINGS (RECORD LARGEST.OPENING BUT CHECK ALL OPENINGS FOR COMPLIANCE TO TABLE HEADER SPANS --------------------------------- (TABLE 9) .------_- ------ -- NONE . ___-_._FT - IN. < 12' SILL PLATE SPANS -- ----------`------ --(TABLE 9) •--- - --- ----------NOISE.- . _.,,FT N. < 12`.- �- FULL HEIGHT STUDS (NO. OF STUDS)--------------. (TABLE 9)--------------------------------------- \Z _ EXTERIOR WALL SHEATHING TO RE51ST UPLIFT AND SHEAR SIMULTANEOUSL'1 - MINIMUM BUILDING DIMENSION, ( W ) NOMINAL HEIGHT OF TALLEST OPENING2---------------------------------------------------------- < 68 SHEATHING Tit'PE------------------------------'-- (NOTE 4) --------------------------------------NEE. IN. EDGE NAIL SPACING ----------------------------- (TABLE 10 ORR,NOTE 4 IF LESS) ---- ---- -------NONE_ IN. FIELD NAIL ".-PACING ----------------------- -----(TABLE 10) ------ -- - ---- _ -- - ---_-NONE IN, SHEAR CONNECTION (NO. OF 16d COMMON NAILS) (TABLE 10) -------------- ---------------- -NONE— V _ PERCENT FULL-HEIGHT SHEATHING----------------- (TABLE 10) -------------- ---_ _ -- -------111ONE- % v 5% ADDITIONAL SHEATHING FOR WALL WITH OPENING > 6'8" ( DESIGN CONCEPTS)- _------ -----_- ----. MAXIMUM BUILDING DIMENSION, ( L ) NOMINAL HEIGHT OF TALLEST OPENINGS ...... _- _ ---------------- ---- --------- -- - �a`$�< 6'8" -_ __ _ SHEATHING TYPE_- ---------------------------. (NOTE 4) --=-----------•_--_---__------•----- -NO..N.E- IN. �_ EDGE NAIL SPACING------------------------------------------------------- (TABLE 11 OR NOTE 4 IF LESS) ----------_-_-.-.._NONE- IN, �- FIELD NAIL SPACING ----------------------------- (TABLE 11) ----------------------------_------'N©NE_- IN, SHEAR CONNECTION (NO. OF 1(od COMMON NAILS ) (TABLE 11)_-- -----------------_- -- -_ _.I�IONE PERCENT FULL-HEIGHT SHEATHING (TABLE 11) -- ------ ----------------- -- -- -NONE x _ELT 5% ADDITIONAL SHEATHING FOR WALL WITH OPENING > 9, (DESIGN CONCEPTS)-------------------------- WALL CLADDING -------------�--------------------------- ------ ------ -_RATED FOR WIND SPEED?..---------- -- ----.._-.. -.. ...-. �z - 5.1 ROOFS ROOF FRAMING MEMBER SPANS CHECKED? (FOR RAFTERS USE AWC SPAN TOOL, SEE BBRS WEBSITE) _\z - ROOF OVERHANG _--_------ ------- -- (FIGURE 19).-------------. $`r.._ FT < SMALLER OF 2' OR L/3 �,L TRUSSOR RAFTER CONNECTIONS AT LOADBEARINC WALLS PROPRIETARY CONNECTORS UPLIFT----- - -------------- --------- (TABLE 12) . __ --------------------------------U-20,�PLF - -aLT_ LATERAL ----- ------ -----------_- __ ---- •-_---_E - - --- ---_- - _ __---_ -_ L-.19r_PLF _ SHEAR--------------------------------------- (TABLE 12) --__------- ------------------------ 5=-11-PLF �OF RIDGE STRAP CONNECTIONS, IF COLLAR TIES NOT USED PER (TABLE 13)-- --- --------------- -------.T-235 PLF FdCHAW GABLE RAKE OUTLOOKER----------------- ----- __ (FIGURE 20) ---- -------- Q FT < SMALLER OF 2' OR L/2 V--- P. TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARING WALLS r(AANDER30N °p NIX 19778 PROPRIETARY CONNECTORS UPLIFT---------------------------------------. (TABLE 14) -------------------------------------U-l .LB. T� LATERAL (NO. OF 16d COMMON NAILS)---------- (TABLE 14) ---------- -------------- ----------•L=14gLB. L_ ROOF SHEATHING TYPE ------------------------------ (PER *180 CMR 58.00 AND 59.00) ---------------------- ROOF SHEATHING THICKNESS---------------------------------------------------------__ ___ 3/4 iN. > 1/16" WSPl r ROOF SHEATHING FASTENING------- ---------------_- (TABLE 2) -- ------------------------------- -----___ / 21 f �� BUILDER JOB ADDRESS DEAN DATE : REVISION DRAWN £3'€' P E REVIVAL PRESBYTE IAN �ENOVATE © © � 16 14 � ie *__(2 0F,. ft die c)es fen6 I 1 11 CHURCH OF CAPE COD A PURCHASER RESPONSIBLE FOR COMPLIANCE IUIT�1 ALL (2) EXACT SIDE AND REINFORCEMENT OF ALL CONCRETE FOOTINGS (3) ALL FOOT€NCsB SHALL EXTEND BEI.OtIi FROSTL1N1w VERIFY F7E1�'TH. �---- jjj (1) PURCHASE OF DRAWINGS LEAVES PUR SER RE BLE MPL CE *�/►y p ' i h*��r �r.� I-- LOCAL BUILDING CODES AND ORDINANCES, JB DESIGNS MAY NOT BE HELD RESPONSIBLE MUST BE DETERMINED BY LOCAL SOIL. CONDITIONS AND ACCEPTABLE (4) VERIFY STRUCTURAL ELEMENTS FOR DESIGN t SIZE La BOX 2" 4W&) 494� 95C3© HI1 Y�..+T�.1� EY (�OW HYAI�i(`�lIS EXISTING 5U. ,� DING O FOR SITE CONDITIONS OR FOR THE USE OF THESE DRAWINGS DURING CONSTRUCTION. PRACTICES OF CONSTRUCTION. VERIFY DESIGN t ITH LOCAL ENGINEER, WITH LOCAL ENGINEER AND BUILDING OFFICIALS. r j9ARN6rA04E MA 02"0 z , —-------—------•- NEW IUTGr ----- ------ ---- oer E�TWG �T— NEW STORAGE f EXISTINCs ROOM 9 MECHANICAL ROOM KIDS KIDS -------------------------— - ------- ------ - --------------—--------------- ------------------- KIDS CWURC44 E is w y o WOMEN KIDS DANCE KIDS CLCOE C,-Ex� opt� �i Q 0 pip - ------- -------- --------- mr Double 200 MEN F R — — — — — — — — — — — — — — — — — — — — STUDIO — — — — — — — — — — — — 1p 0 9 • me FU- — — — — — — — — — — — KITCHEN 5 PASTOR — — — — — — OFFICE L ALTAR "e L—j W-W 15 TEMPLE TREASURE 300 seats — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — OFFICE — — — — — — — — — — — — — — COMMUNION — — — — - — — — — — — — — — — -Ir — — — — — — — — — — — — — 1� V-2e 4S-& — — — — — — — — — — — — r — — — — — — — — — — LOBBY Triple 9A0 d [A d d d (M)D OF Fmcwm P. polovem PROPOSED FLOOR PLAN BUILDER JOB ADDRESS DESIGN DATE REVISIONDRAWN5Y PACE SCALE REVIVAL PRESBYTERIAN 4-1ro-14 0 JB •-2-orr2 V4".I'-O* diD Z)eafgns — I CHURCH OF CAPE COD RENOVATE so wiNcKLEY Rrx HYANN15 EXISTING BUILDING Ei ---- --------------------------------------------------------------------------------------------------------------------------------------------------- /-------I...... ---------------------- ------------------------------------------------ ------------------------------ -------------------------------------- --------------------------------------------------- ---------------------------------------------- ------- ------------ ----------------- ---------- -------- --------- -------- ------------------------ 0 0 0 O O - ------------------ ----------------- --------------- ------------------------- ............... --------------------- -------------------------- ............... ----------------- ------------------------------ ----------- ----------------------------------------------------------------------- ------------------------------------------------------- ------------------------- A (A': --------------------------------------------- -------- -------------------- .....-------------------- -------------------------------------------------------------------------------------------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- - ---------------------------- ----------- ----------------------------------- --------------------------------- 0 0 ------------------------------ 0 ------------------- ---------------------------------------------------- ------------------ -------------- ----------------------------------------------------------------------------.....------------------------------------------------------------------------------------------- --------------------------------------------......------------------------------------------------------------ ----------------------------------------- ------------------- -------- --------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- -------------------------------------------------- ----------------------------------------------------------------------------------------------------------------------------------- OF 0 #ADD" EXISTING FLOOR PLAN om -21 5ULDM CB ADDRESS Dmr-" DATE REY1940N I DRAWN I PAGE J(ll , BY -- A5 Peo Igns REVIVAL PRESBYIERIAN 14-Vo-14 CWURCH OF CAPE COD RENOVATE . . . . . . . SO HINCKLEY RD. WYANNIS EX16TING BUILDING 2X6 RAFTERS 24" o.c. 1 2F-1 1/2`� i i 5/S" ROOF SHEATHING 12 ICE t WATER IX6 PT CAP ASPHALT SHINGLES l 2X6 PT NOTCHED TRIM TYP.SIB'PT PLYWOOD SCRBUED•24'O.G. _____________ FOUR SCREtUS VERTICAL __ FOR EASY REMOVAL \ .5 in"X5 in'PT SPACES AT 36 O.C.UNDER WALL FOR P.ZX6 UNDERNEATH JOIST WITH cl O TYP. 2 6's PT PROPER SHIM BETWEETI JOIST DRAMAGE 9 PELD BY 3"X3"AND SMALL GALV, 24" O.G. (V FLAT WASHER,TOP AND BOTTOM BOLTED ``.rP Fon ,E WITH 5/8'GALV.HEX BOLT AT 36 O.G. - — — - ;F.. WI�IC�,.�4QF EXISTING ROOF _ STCo - - - ---------------------- --------- WIRE LATH - -- - - - - ----------- ----- - - -- 30 LB FELT XTIN -TRUSSE- 5- 5/a" GDX PLY. i i -------------- --------:___-,_.___---------- =?= --==---------- - = = - - -' =' EXI TINS USSE - - = ---------- ----- - -------------------- -- - ------ SIMPSON LSTA36 GALV. STRAPS•24'O.C- PER MANUFACTURE TYP. S CO OVER GALV. WIRE LATH EXISTING ELEVATION PER MANUFACTURE. EXISTING ELEVATION FRONT AND REAR OF MAIN BUILDING LEFT AND RIGHT OF MAIN BUILDING 1/2" WALLBOARD a EXISTING 12" 2X4's 9 16" O.G. = M CONCRETE I" AIRSPACE ALTAR BLOCK WALL R13 INSULATION NEW SOFFIT OVERHANG DETAILS FRONT AND REAR. �°••n' NAfLED�PLGLUED. TYP. PT SLEEPER T V2'RISER ADJUSTED PER FLOOR � T in'RISER a .� 3/4" T/G PLY. _ mL> 2xa G - P. NAILED t GLUED. T in'RISER o 0 0 0 0 0 , TYP.6X6 PT POST BUILDER JOB ADDRESS DESIGN DATE REVISION DRAWN BY PAGE REVIVAL PRE55YTERIAN RENOVATE o `" � o 14-1ro-14 • JB 4, 1 '15 100.5fen`g CHURCH OF CAPE COD *� W N FVd�1AeE OR ORAULNCA LE v®I�IIeLiYIB�MElPOM6dF FGR C9'!'UwM[.E WTw ALL fU ENK &IE,YD RB'fOF®9!f OF ALL CLNOaEtE�OOrMC.! lL ALL�OOmNCA b W.l EMBG BBAY ipOiITIJ�E vOefT OBT� 90 HINCKLEY RD. HYA11NI8 EXISTING BUILDING z) ,' �„ , '� -� �, ,;,,�M4 r3ae� rsss5 Is'-toll` 9'-Itk• 9'-IIIb• RUBBB2 HET-�RANE 3/A•S/G PLY.NAR.ED t GLUM- S 2XI0 e•tr O.G. --- .. r TRIPLE 2Xt0 HF_ADER M 87EQ 2X10'e a'O_G. 5 V2• 4 4T I o r " 'I p_ J� ' ®Jt�• ® I `p TRIPLE Zxtp READER --------------------------- 'I z -O •�'BSI�.�Its• k - IMPSON MSTC28 STRAP _ 6• NAIL TO 6X6 AND OY92 3-2XI0 HEADER = a1W a " Y ALTAR COVERED ENTRY t j 4 GROSS SECTION DETAILS zIL Zoo'. = ; J Z Q __.ems_. v ___ =2XI0•s 16.O.G_ - - x 1 ar m 6'-Pc•___ _ _ a :(Li X _ o COVERED ENTRY ROOF � ° Q— t ILFRAMING PLAN s = 'v � z • zo �i,6. o= as 'v 2i8• a - wo- 2':ov2 STEP m ns•rmc '���� �� CB66 BASE •m 1 A•s•rwl Fik'L6T 4200) Fvr rma Fvt ema cteAae oE� STAGE FLOOR FRAMING PLAN wF yc >••[J. 4K i0 we• 3'-0•tfNc � n '�e o rs• i rtu t i + GGII ANO PIP®TO EE U . W� - /c rw,� ✓w.x IA— eroPe cs aurae L °• � nAx� Z E [aEPR E T L 6e edi.•eA� AL r-s•.aa BF 20 witk a i..dii tube stvarlwe wares aoxie ///////. BUILDER JOB ADDRESS DESIGN DATE REVISbN DRAWN BY PAGE RENOVATE 4-16-14 ,� �� J13 D�slgns REVIVAL PRESBYTERIAN o 0 CI-IURCN OF CAPE COD — •�• " • � N PIROIAaE Ct CRAaYNrd tFAVB Plllbtb0t ABPQtl®LE!OQRIA.lf2 wTl Atl rL lxAOT G�A+O RBIfOleBlBlf OF Alt CONtAl+E FOOTING! AS ALL iOOrwfA NULL ORBO EHAU fR0lTldE 19MT Oe�1K e0 I-IINCKLEY RD. NYANNtS EXISTING BUILDING AUC GUIDE TO WOOD CONSTRUCTION N NIGH HIND AREAS 110 MPH WIND ZONE CHECK FIASSACNUSETTS G K HEGLIST FOR COMPLIANCE 1180 GMR 5301.2.1.1) COMPLIANCE LI SCOPE WIND SPED(3-SEC.GU5T)--------------------------------------------------------------------- MPM WIND EXPOSURE CATEGORY_________________________________________________________.___.__-_________---_--B 1.2 APPLICABILITY NUMBER OF STORIES(A ROOF W,t EXCFED B IN 12 SLOPE SHALL BE CONSIDERED A STORY) OF _I STORIES<�M22 STORES I/ JOINT DESCRIPTION � bPAGNG ROOF PITOK----------------------- ----------------- (FIG 2) -------------.________._-_________ _uL<2Q_�L_ NAILS BONARB NA1R. MEAN ROOF WEIGIn----------------_________________. [FG V ....................-----------------IA FTC 33' BUILDING"OTN.W___________________________________(FIG 3)._____-_______.-----------.---------�Z'FT f a0'_>L ROOF FRAMING t3WLDNrs LENGTH.L--------------------------------- (FIG 3J----------------------------___-----14_'A FT<ad N_CCKINKa TO RAFTERS(TOE-MALED) ].ed 2-Ipy EAd ETm BUILDING ASPECT RATIO(LNU-----_---------------__. aF.4)--------------------------------------L7S—C},l�L RIM BOARD TO RAFTER(END4tW.®) T-Ibd }Igd EACH END NOMINAL HEIGHT OF TALLEST OPENNGT--------------- (FG 41-___-____.__.___-__________ --------ff� <b H'—LL__ WALL FRAMIIJG 1.3 FRAMING CONNECTIONS TOP PLATE AT MTBRSECTION5 MACE-NAILED) Lwd 5-wd AT IOIHre Gac- ENERAL COMPLIANCE WITH FRAMNG CONNECT N45__. (TABLE 2)_______._---------------------------------- �L SIIC TO SOLO(FACE-NAILED) 2-Ibd 2{'TO AL FIEADE2 HEADER(FACEJ<AR_m) Wd Ibd W'OZ.ALONG EDGES 2.1 FOUNDATION FLOOR FRAMING FOUNDATION WALLS MEETING REOUREr ENTS OF 100 CMR 5404-1 SILL TOP JOIST TO S TOP PLATE OR GIRDER R aIA OER® 8d) 4 740d PER JJLSr GDNGRETE---------.----------------_------------------------------------------------------------------ BLOCKA'IG TO JOIST ROE-NA0..®I 2-ad 1-qd EACH END CONCRETE MA50NRY---------_--------------_----------------------------------------------------------- _�L pL.00KNG TO SILL.OR TOP PLATE(ToEal j 31Gd 4-Yd EAOI BLOCK 2.2 AkCNORAGE TO FOUNDATOOt�' LEDGER STRIP TO BEAM OR GIRDER(FACENAIL®) 3_ d 4 wd EAOI JOIST JOIST ON LK37 TO BEAM(TOE-NAILED) ;.Bd }Ipd PEP JOIST 5/9'ANCHOR BOLTS MBEODED OR 5/0'PROPRIETARY MECHANICAL ANCHORS AS AN ALTERNATIVE N CONCRETE ONLY BAND OIST TO VIST ® BOLT$PA.CINGGENERX (TABLE 4)________________BIGFOQi_SP_AGED_ IQ• P L BAND JOBT TO SILL OR TOP PLATE(TOE4"XED) 2- d 316d PM JOST BOLT SPACNG FROM ETD/JONT OF PLATE---------(FIG 5).--------------CERMR-OF BIGFIYTT IN(6'-IY BOLT EMBMENT-CONCRETE_____________________(FIG ---------------------- aL>Y�L ROOF SHEATHING ED BOLT EMBEDMEN!-MASONRY._..__________________(FIG 5)-______________________-__-____-____a RL)I5'sl WOOD STRUCTURAL PANELS PLATE WASHER--------------------_--------------(FIG 51-------------------------------------->3'>O'XV4'.JL_ RAFTERS OR TRUSOM SPACED UP TO W'OL. SO tOd b'EDGE/6'FIBD RAFTERS OR TRUSSES SPACED OVER Y. OL. 8d iDd {'EDGE 14'FAD 3_I FLOORS GABLE ENDWALL RAKE OR RAKE TPUM6 Sd IPd b'EDGE/b'FIELD ROOK M FLOOR MEMBER SPANS 1 ---.__..-.-__.(PER)- CTT2 55.00J.--_—'__'-----------____._ _. YATH NO GABLE OVERHANG MAXMMI FLOOR OP[T1NCz DM@JSI(XR._.._____________(FlC bI___.---------------------------------._IZ FTCQ. 1L_ GABLE ENDUIdLL RAKE OR RA<ETfdlSS Sd IOd b'EP'aElb'FIELD FULL WEICFTT WALL.STUDS AT FLOOR OPENINGS LESS 7 FROM EXTERIOR WALL<FK 6)----------------------------- I/ W/ST TURAL OUTLOOKEks FIELD MAXIMUM FLOOR JOIST SE"--"r 4 GABLE ENDWALL RAKE OR RAKE TRUSS ad ILb <'ED /4' WlLogcOUf BLOC" SUPPORTNG LOADBEARING WALLS OR SNEAFAUALL.fFIG'U._____________________________________0 FT<d_1L_ MAXIMUM CANTILEVERED FLOOR JOIST CEILING SP RT POWG NG LOADBEAR WALLS OR SNFARWALL.(FIG 81_____________________________________Q FT<tl/_ GYPP,%- SHEATFFINC FLOOR BRA Ai - FLOOR 6WFATNEN:TYPE---------------_.------------(PER 180 CMR 55.00)---------------------------------- I/ _ WALL SHEATHING FLOOR SHEATHING TNSCKNESS-------------------------(PBR ISO CM SSAO)._______________-________3/4_N._1r_ FLOOR SWEATNIFY NG FASTQ< __-------_______________RABL.E 2)� ® E)—d NAILS AT 6 N G M H FIELD�_ UDS �PANEl5 O.O. Sd IOd b'EDGE/It FIELD V2'AND 25/3Y FIBERBOARD PANELS FIELD 4.1 WALLS WGYF'W1 WALLBOARD Sd COOLBRS - Y®GE!W F16D WALL NE1GI4T LOADISEARNG WALLS-----------------------------(FIG)O AND TABLE 5).______.___________.? FT<IC' 1/ FLOOR 5HEATH041- NON-LOADBEARING WALLS....__-_________________(FIG D AND TABLE 5)-_.-___--_______--___ FT t XJ._)L WOOD STRUCTURAL PA WALL STUD SPACW,-.__-_. ----------(RC TO AND TABLE 5J------------------- I N<24'O_C. I,OR LESS Od WALL STORY O iES ------------------(FG I F aI._______. fi EDGE/6'�_______________________NONE FT<d�L GREATER TIWRr IOd IDd 6'EDGE/6'FRB.E> 4.2 EXTERIOR WALLS' GENERAL STUDS ENERAL NAILING SCHEDULE LOADBEARNG WALLS.------------------------ ---(TABLE 5)-----------ALL jDdfiTLNG.2X=_FT_IN�L NON-LOADSEARNG WALLS--------___-------------.(TABLE 5)-----------ALL 2,_--FT—IN GABLE END WALL BRACNGI Rut fIEGNT EMVL\LL STUDS---------------_------rl_C'10)---------------------------------------------- WSP ATTIC FLOOR LEN TN_________________________(FNCN..___________.__.___._.._..________._I)—FT>W/3 GYPSUM CELIG LENGTH OF I05P NOT USED)--------(FG w----------------------------------- 0_FT>O.SW AND 2X4 CONTINUOUS LATERAL BRACE R&Fr.0C-(FIG IU..____________________________________________. �L OR DO GELLING FLIFMNG STRIPS K W NG'SPACI MIL WITH 2X4 BLOCKING•4 FT.SPACNG N END____________ �L JOIST OR TRUSS BAYS .____ --------------------------------------------------------------------------- �L DOUBLE TOP PLATE SPLICE LI-NTH.--------______-----------------_(FIG BAND TABLE b)--------------------------._A FT_1L SPLICE COHNECTIOIt(NO.OF Wd COMMON NAILSJ (TABLE W---------------------------------------_FA _1L_ LOADBEARINC WALL CONNECTONS LATERAL(NO.OF ISO COMMON NA&5J----------- (TABLE V.--------------------------------------- 2 �L NON-LOADBEARNG WALL CONNECTIONS LATERAL(NO.OF Wd COMMON NAILS)..----------(TABLE al--------------------------------------- 2_ _1L LOAD BEARING WALL OPENW.5(RECORD LARGEST OPENNG BUi CHEOK ALL OPENIFGS FOR COMW'LIANCE TO TABLE W SPANS'-------- - - ...---------------fTABLE'9) - SILL PLATE SPANS-------------------------------(TABLE%)_____________________NOKE <If_)L Fl1L VOIISiT STUDS(NO.OF STUDS)---------------(TABLE 9)---------------------------.----------NO NON-LDAD BEARING WALL OPE IW_.5(RECORD LARGEST OPENING BUT CHECK ALL.OPENNGS FOR COMPLIANCE TO TABLE HEADER SPA45_--------------------------------(TABLE W---------------------!�P .___FT JN.<IT I/ SILL PLATE SPANS------------------------------(TABLE 9).____________-_______-NQNE._---FT H.<Q''L FULL HEMW STIRS IND.OF STDSI---------------(TABLE BIN.______________________-._ ---- _]L EXTERIOR WALL 61,1EAT4I1WG TO RESIST UPLIFT AND SIWAR SRLITAXEM50 MIN NUM BUdDNG DS'IENSION.(W) NOMINAL FIEIGINT OF TALLEST OP@HMG'.___________________________________________________ _6'J8'(<.'a' SHEATHUNCs TYPE------_-----------------_-------(NOTE 41-------------------------------------b IF N_�_ EDGE NAIL SPACING._____ _-____.(TABLE)O OR NOTE 4 IF LE56)_________________IJQNE.IN, RED NAIL HPACNG.________________------------(TABLE 101 ._.________-_____--__ .NOW—K))— SHEARC0NNECTION(NO.O Vd COMMON KALB) (TABLE IO)-------_---------_--------------___NONE I/_ PERCENT FULL44EGNT 5NEATNNG-.—---------._.(TABLE aI.----------------------------------NONE 1 I/ 5%ADDITIONAL SHEATWNG FOR WALL WITH OPENING>b'a'(DEBGN CONCEPTSJ------------------------- _I/ MAXIIMIM BUYLOIG DIIENSXO (L) NOMINAL WEKGHT OF TALLEST OPENING T-______. __.__AL$<6,er—y SHEATHING TYPE-------------------------------(NOTE 4)._-____ ______NONE_K I/ _______________________ EDGE NAIL SPACING-----------_-----------------(TABLE U OR NOTE 4 IF LESS)-----------------NONN�K I/ FIND NAIL SPACING.----------------------.--(TABLE iv-------.__-------------.----------NSQNE__DL 8HEAIR CONNECTION fNO_OF Wd COMMON NAILS) (TABLE IU.____________----------------------NONE— PERCENT FULL-WE)G T SHEATHING (TABLE W-------------------------------------hQNEf _]L_ 5%ADDITIONAL SHEATH&Y FOR WALL WTN OPBiNG>b'8'(DESIGN CONCEPTS)_________________________- �L WALL CLACIDNG RATED FOR WIND 5PEEDT-------------------------------------------------------------------------------- I/ 5-1 ROOFS ROOF FRAMING MEMBER SPA145 CHECKED*(FOR RAFTERS USE AWC SPAN TOOL,SEE MRS U EB&TE) _L ROOF OVERNANC______----------------------- _ (Fv&RE TSI--------------_A FT(SMALLER OF 2'OR L/3_1L TRU88 OR RAFTER CONNECTIONS AT LOADBEARNG WALLS PROPRIETARY`CONNECTORS UPLIFT_______________________________________RABLE Q)-------------------------------------W2QjpLF�L LATERAL_____________________________________ -------------------------------------L.jTfiPLF_V 9""N/ SWEAR.__________________________------------(TABLE t2)------------.---------------------._.5.�PLF_IL_ RIDGE STRAP CONIECTION4.IF COLLAR TIES NOT USED PER(TABLE 131----------_-------_-------------T.%=yPL.F_I/GABLE RAKE OITLOOKrR___________________________fFwAiRE 20)____-_________�_FT(SMALLER OF 2'OR L/1 I_TRUSS OR RAFTER CONNECTIONS AT NON-LOADBEARNG WALLS PROPRIETARY CONNECTORSUPLIFT________________________________________(TABLE 14).___________________________________-LIAULB. I/ LATERAL(NO.OF Wd COMMON NAILS).-----_--(TABL.E t41.__---------------------------.-__.L..L4@LB._I/ ROOF SNEATH.Nrs TYPE.__. ______________(PER 180 CMR 5S-00AND 530O).__________________-_. —I/ ROOF SHEATWNG TWCKNESS_ _________________________________________________ I/ IN>VIb'WFiP I/ROOF SHEATWN6 FASTS<IG--------------------------(TABLE 2)-------------------------------------------- �_— � WILDER JOB ADDRESS DESIGN f�--� /-'� DATE REVISION -DRAWN BY PAGE REVIVAL PRESBYTERIAN RENOVATE oNJ d( � oa14-16-14 1 0 JB •_�OF� J5 Deeigrns CHMCW OF CAPE COD . . . . . . W N PIWI:NASE CF DltAlw66 LEAVE'UFFCNASBe RflPgtllLE ipe LOlsAlMlrf U11H ALL Q)EXALT!�AIO I�CB'IBIT OF ALL fAIOFETE FOOIRIM O)All FOpTNfa!SIIAIl IXIBD ERTUS IIEObTLIIt ValPT DPTIl W 1-IINCKLEY RD. NYANNIS EXISTING SUILDINCx z� �E ;L �L FR.L� LL� F {) LL�,L BAD G �.a,�:. M.�... �4