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HomeMy WebLinkAboutBLD-20-4652J 4 x Y T c 4 m S01L TEST PIT DATA NOT TO SCALE TEST PR TP-1 GRD. EL 48.0 SHGW EL. 38A A LOAMY SAND tOYR 5/4 EL 47.0 12" EL 55, B LOAMY SAND , tOYR 5/6 TEST PIT TP-2 GRD. EL. 56.0 SHGW EL. N A A LOAMY SAND �orR s/a e LOAMY SAND 70YR 5/6 EL 45.8 26" EL 53.5 C C EL 43.0 MED./COURSE SAND 60« MED./COURSE SAND 101R 7/4 tOYR 7/4 NO NO GROUNDWATER GROUNDWATER OBSERVED 6" 30" TEST PIT TP-3 LEGEND ' sHcw E� r5i6A / �UNSUITABLE A MATERIALS LOAMY SAND (TO BE REMOVED) 101R 5/6 EL. 55.3 12' 8 PERCOLATION LOAMY SAND iEST RANGE 141R 5/8 EL 53.5 34' 2Q9; COBBLES ESTIMATED UPPER IEVEL -� SEASONAL NIGN {L 50.8 � 66' GROUNDWAiER MED./COURSE SAND tov� 7/s NO GROUN�WATER EL 54.7 EL. 53.1 TEST PIT TP-4 GR0. EL. 55•4 SHGW EL. N A A LOAMY SAND tO1R 5/6 8 LOAMY SANO �o� s/e 109� COBBLES UPPER LEVEL C MED./COURSE SAND t OlR 7/6 NO GROUNOWA'iER 09SERVEO 8" 2pY � 50� GALLON CONCRETE LEACHING CHAMBER (H-2�; NOT TO SCALE ', 4" PERFORATED PVC 20" ACCESS COVER W/SCREW CAP TO EXIEND �OWtJ TO WITHIN 3 INCHES , TO NATURAL SUBGRADE OF FINISH GRA�E 5" DIA. KNOCKOUT (TYP.) � 1-1/2' TAPER 'i ,' i % .�° .' / i .` ,; i � / f % i r' .� / i .% i a _ - , . .; . CONC. 12-36` COVER . . _ , I I RISER ,:00000�00000 _..., 00 �o 000 00 00 ' �- � o o Y � �l+ ` �O C7O DOO OO OO 36� O O O O � ; DO OO OOO OO OO , EFFECT1vE 0 � � Q O < 00 00 000 0o OC7 : DEPTH � o 0 0 0 0 � � //��� � 8�-6� -'^) � 4'-10" �--- 12'-10" --;'I FRONT VIEW NOTES: SIDE VIEW EL. 38.0 - 120" EL 45,0 OBSERVED �32" EL 44.3 OBSERVED 144�� EL. 45.4 S20° 1. ONE ACCESS COVER PER SYSTEM SHAL1. 6E RAISED TO FINISH GRAOE. - ' 2. CHAMBERS SNALL BE 500 GALLON LEACHiNG DRYNJELL, MANUFACTURE� BY SHOREY OR APPROVED EQUAI. ONSITE SOIL EVALUATION 3. GEOTEXi1LE fABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. ONSITE SOIL EVALUATION ' oA,�: 9i,9i,9 DATE: 6/15/17 TEST BY, BSC GROUP. INC. TEST BY: DOYM CAPE ENGINEERING WITNESSEO 6Y: PMLJP RENAUD, BOH iMTNESSED BY: PHlLIP RENAUD, BOH LICENSE� SOIL EVALUATOR: KIERAN J. HEALY, PLS, SE. LICENSED SOfL EVALUATOR: DOWN CAPE ENGINEERING PERCOLATION RATE: < 2 M1NS./INCH PERCOLA170N RATE: < 2 MINS./INCH ' SOIL CLASS: CIASS 1 _ ,� ___ I�!!,i LOAM AND SEED ALL DISlURBED AREAS'. z' u�R oF �/a• To 7/2" DOUBLE WASHED STONE ABOVE CROWN OF PIPE 3/4" TO 1-1/2" DOUBLE WASHED STONE TO CROWN Of PIPE LOCUS INF�RMATION CURRENT OWNER: ARTHUR & ANN CHAPRALES TITLE REFERENCE: CTF 216306 PLAN REFERENCE: LCP 31551-F ASSESSORS MAP: 150 PARCEL• 28.1 ZONING DISTRICT: R-40 SETBACKS: FRONT 30� SIDE 20' REAR 20' OVERLAY �ISTRICT: O.K.H. NITROGEN SENSITIVE ZONE: NOT A ZONE II FEMA FLOOD 20NE DISTRICT: ZONE X, DATED JULY 16, 2014 PANEI #25001C0577 J MINIMUM LOT SIZE: 40,000 S.F. JG LOT SIZE: 40,048f S.F. UILDING COV: 3,322t S.F. (8.3%} SOIL CLASS: CLASS 1 , � � LT.A.R.: 0.74 GPD S.F. *-+" • � � •• • � � • � � •- � LT.A.R.: 0.74 GPD/S,F. PROPOSE➢ `'�..� IRRIGATION WELL "' �� �" t. THIS PLAN IS INTENDED FOR 'ME PERMITl7NG AND CONSIRUCTION OF THE D I S TR I B U TI ON B 0 X D E TA I L� H� 1 O� ' ��' (NOT-POTABLE} ��, SEWAGE DISPOSAI FACIlJT7ES AND ASSOCIATEQ SI'fE WORK. �! �` NOT TO SCALE '' ` `` � ` � `' � 2. ALL CONSIRUCTtON METHODS AND MATERIALS SHALI CONFORM TO 310 CMR 15.000 . . .. �`\\ 1 . � . 6" �1AX. � 1 -�� _.---'"� l� '`BENCHMARK: TOP AND YARMOUTH BOARD OF HEALTH REGULATIONS. REMOVAB�E \�' 4 ` 1 � COVER -"1 -�_''� �. T _ -' -� - - - - - -'- ONCRETE BOUND OF C � - ��- � . ivo T,//� //1� ELEVATION 39.20 3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF iHE . , ` , S�24z 4p � `� _� „� ; � �/C3 PROPOSED LEACHMG FACILITY. L O T 66 =� i, ���.s��� �__, ��o-�,o�� '9M' DR�VE ; H�PE RISER � �; -- �"' ,- -- _� .- - 4. IF AN OVER I S SPECIFIED, REMOVE ALL TOPSOIL, SUBSOEL AND OTHER UNSUITABLE , �.: . � c� -_` r -, � A „ � � _.,.� `' � y.. ,_,,,,._ � _ _ . \ \ MATERIALS. 0 G 2" WALLS 3" I 21" I " , ..�__ �� .... _--_ .- -'"' ' ` ,,; ' ---- ` "�...•. ; -_ � , � ���r' " -,�� ,, i - � �"`- '� �'�"`""'=-r - .,,___ _ - ` ' \��� 5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WIhIIN THE LIMIT OF .. . . , - • •• •. ,. .., ••. . a . •, ' . _, <. . • . , ' < : W � ,' "- " `' -- `--.-� R=Q45..61' - --- ' """' �. ,,,w � EXCAVATION WI7H CLEAN GRANULAR SAND, FREE FROM ORGANIC MAlERIAL AND ' '. � , > ' :, ; _ _....._ - r�...,......._-_�._. � __ . ,:. - , . e r'' . � : , , . <, ,. . . ;` J � r ° t f .,' f f ' . .- _ ' ., �. �- ' ` --.__.. �_ RQ � `��",-��� _..v OELETRIOUS SUBSTANCES. MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOI� � �. , � t. _ L=723. 09' '" r _ 4 6 9-1 2 (5) 5" �tA. > , � ;'� „`> ' � ..'�'" ;` � � . . � ".~T'� Y_, .-.,-- _ � � ` ,_.._ S 9• SHALL NOT BE USEp. FIL� SHALL NOT CONTAIN ANY MATERIAL LARGER lHAN 2 O O 13" KNOCKOUTS . , J , _ _� is ` : , t3 ,, - ._..._ -- - �__ ��'� �_ ^., ; --�..... ---- - ' ---i .. _ �'..`O� \\` INCHES. A SIEVE ANALYSIS USING A �j4 SfEVE SHALL BE PERFORME� ON A ` t t _ � /2. , TYP. ' i o ,! : i � � i� � . ' , .1 ' �_ �_ ' ' - DRAINAGE i� - . _ _ , _._ � I , ' � : '' '! �/ : � ` " -" -' .-..�-pR�pO �-� •--. "--- ` -. `�`EAS�MEN7.._ ' "-- � . � REPRESENTATIVE 5�41PLE OF FlLL. UP TO 45q BY WEIGHT MAY BE RE'fAINED ON THE � ._ ,_ , . .. , • � : j � j ; � � ' , ; ,�,� � � �; � �:- Sf0 f _` r ,. _� -- _ �, ` \ #4 SIEVE. SUCH AI�ALYSES MUST �EMONSTRATE THAT THE MATERIAL MEETS EACH OF . � . _�. � � ' . � . ' . . . .. .: � � � ' ; i � � I i 46`; ' , '' � - �-H/G ' , . s.; ... __ . '_ -4 -... , . . � . , !; � �; � � , 1,',' j ; � � , " - ` _F y � _ _ _ - _ , \\ THE FOLL0IMNG SPECIFICATIONS: � _ �4 2� . _ i � _ � ,, . � - _ - �; , ,/ ; � f� r _�' N ... �'�A _ ~-1 -_„-;e-� '��-� 'o NAGE \ ' � j , BOTTOM ON LEVEL ' . ' �� 1 j � I . , � 1. � :'r / V RIfS . � � . , � R � ; . STABLE BASE fi" MINIMUM ; f ^ � �' � ; �'' r ;, ,{,� :' , �'�"-� _..- 57 ^ _ -. ---. �- � ''�.•EASEM�NT j 1 1007 MUST PASS �j4 SIEVE 3/4' TO t-1/2" PLAN VIEW / ; - I . � id7- .- / �9 8 - �D. � , , \ � 3 ' �- '' � �- � � y� ?ROPO�. '�' i � � 'iD% MUST PASS �50 SIEVE CRUSHED STONE ' ; � I /� � , ;� PROPOSFD DRt7P / / ".---------- S.1p _ -- . _'�-. � T56C1`GF�LON `_~ \ ,� J . ,<v -� . i''� ._.._ .�.,...s�``"..--. .,t�-.� _ _ y_ � '. . ,� ,l �, t`-20% MUST PASS 100 SIEVE SECTION VIEW 1, ' � i FpUNDATION F'OR / f _ SEf'TIC TANK �. � r : � z ' � � . , ' '+� ..... T � ' = �"' _ , I(IN)=51.65 ' ` ��-5� MUST PASS �260 51EVE S . . . . ^. �. r �, ., :, � - � � - -- ... .. -.�_.... -_ . . � � . � NOTE . 7 t p � _ _ w,..__ ' . � . � � � , . P'ROPbSE�. F'lfi R�� .,,' - " , ` . o- ' . '" ... r�:- _.. ---..._.. � . I(OI1T�=51.$5 ^ %1 �T . � . . ._ 1 1.� PROVIOE INLET TEE OR BAFFLE WHERE S�OPE OF P�PE. EXCEEDS O.OS FT./FT OR�� �� � � '- . �� ��,�' `RETAINMC WA I. . � - '' - � " ���"� ' � ' � � � f '.: •�- . - `3 `' PROP05E.. �..-. ".'"" ' ...� "..'. �.-_ ......' �' ': �� - ... "�-,_ `I... �,'•`~ I` . � � �� .... � 6. EXISIING,UTIU'fiES I�FIERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER 1N PUMPED SYSTEM. i i ', .' SYRUCNtt^� or ticN ' _... _ ' " - -- --- -.�_, --- � , o.t s.�-: _ , i ,I � � , , ' Bls .OT�fERS % i 4 i,r.-M .. .. '.. . _ . � � j i f� � . , l� , ,., L-65.42 �' �. � �._. .. 14 . l _ � ` , • �. 2. FIRST TWO FEET OF PIPE OUT OF DIST. 80X TO BE LAID LEVEL ; � r, J'r" � ; _ `�--_. -.._ ��- i 3� � 60� �- -�� . �:� �f ", E, „, ,, _ r 1 `' SHOWN o CONTRACTOR HALL VERi�FY THE SIZE,A OCATION AND FELEVA ON OFRNVERTS � . j ) � i i � - - . �y� ' /•f' �' M� . � ` � �- 3. ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTIDN SHALI. BE WATERIIGHT. j` ; � , � i. `._ i , e ; �' �n ,•, 63.g "-- ��. CON RT OF - • , ; UT1L1T1ES AN STRUCTURES, WITHIN THE LMIT OF WORK, PRIOR TO THE STA , ' , �, ,' '! , I,/ � ' �' %�% + � :Y" ' N07g: f STRUCTtON. Dlf ANY DISCREPANCIES ARE IDISCOVERED OR FlEID CHANGES - � _: . : ....._ �. .... 4. FlLL ALI. UNUSED KNOCKOUTS WITFi MORTAR. � 1 REQUIRED, 7HE CONIRACTOR SHALL NO THE ENGINEER IMMEDIATELY. , , � :�' ; . �,, ` ' PROPOSED:�UTUR ! r ,� _. � _ � LDE PRO�OSED, � `� � r _ � ` G9SERVATIOt� � �. �BHIS AREAN. `�' ,� '� 5. CONCRElE COV[R SHAI.L BE RAISED TO WITIIIN 6 INCIif> Of' F�INISI{�D CRADG � � /•,- :,,POOL/`AREA , �' ,, t'ROPOSED DWELLING �=53.30 � � \ ` . : a2�x24' � ,• L3ASEMENT SLAB=56.0 � '`A,-, - �\ � �' '•. � ' I i1FY �, ,� ,.., �. �vi �- O �. -�. `a. ", 7. lHE CONTRACTOR SiALL BE RESPONSIBLE FOR PROPERLY COORDINAl1NG THE � , ,. , � , f , SPA � 1,, TOfm64.67 s S . �� NT,,, \ ,t ( PROPOSE '� �� " FF=65.75 tT _' � `. �'� � � I ti I , I � PROPOSED CONSTRUCT10N ACT1VIT1ES WITH DIG-SAFE AND iHE APPLICABLE UTILITY POOL �'�. '^ ?�•�' %�/,i O #3, �� �' �'j `, 500 GALLi7N t ? I COMPANIES, AND SHALL COMPLE7E THE PROPOSED WORK WITHOUT ANY INTERUPTIONS � EQUIPMENT �._ � BUILtlI .. ° , , �t � ,� COA;NBER �CHIN i ; IN SERVICE. � DESIGN CALCULATIONS .^� : �, �. �k � _ _, 3�,,., c . - . CARAGC ' - -. i' ° \ 14 � i I NJ=50 55 ` � '� � E � � SLA� �o � � . o � � _ � � � \������ ', ` S _ � � nESIGN FLOW � PROPOSED � • � '� � �� EL. 64.0 � �� �_. v+ :�,. : ,�.'�� ' 888 344 72 ) A MINIMUM OF 72 HOURS PRI R TO ST RT OF y SECTION 40 (1- - 0 A o FUTURE ; j _ ' `MIT F _ . , � � CONlRACTOR IS RE6�UIRED TO NOTIFY DIG SAFE PER MASS STAiUTE CHAPiER 82 N 4 BEDROOMS O 170 GPD/BEDROOM = 440 GPD POOL �� N<� `o ��� , I � THE � � � •�' \2 UV Rb �I o u> II CONSTRUCTION. , SAFEfY FENCE , ; " PADS ",'. ' , -' � � ,a Y ir141h' i�'l;rfTtQ�J � ,' t�' ,S� ' 64.¢.� 1� . `_ ,: M +% \ ' � \ ";_ O ' ' �� r ({fEREQUfRED�` . ' Q �s� I _ - 33 P# /�. J ss �j z a n l rn SEPTIC TAN . ,. � r,. � ,.,, y r- . ,� N ^ r, ,� ` l v°k F,��e� `� I s,, , �',` 5� �_ ,', ` � I 9• 7HIS SYSTEM IS NOi OESIGNED FOR THE USE OF A GARBAGE GRINOER. lNSTALLA110N a BY OWNER / / � ` ,. ,� � 1 a�; S;' � E � \ OR USE OF A GARBAGE GRINDER AT THIS PROPERTYIS NOT ALLOWED PER 310 CMR w 440 GPD X 200y = 880 GALLONS POOL COMP /� % j � --' �5-PROPOSED _ ;� Y USE 7�500 GALLON SEPTIC TANK ` e-,`�' ,, � :' i <"S�'• _ '"` PA110 8 IT. p � .� � O �' \ , 43:7' 1 �' 1 �t � �' � � � � 63. D NEWAY �' ,t ;. , 15.240(4). } 4� �� ,�� % ! � b 733"-,• ... . __ �¢ SIZE OF REQUIRED � F4CHING FACILIiY � ~�[� • -i \E , ;T "� 25.0' ; � � �) �r ^{ t� 73 , / _ . . 4; � n. e"::; � f 6.pp .... „� � E 4 1 %%��� �' � � � OESIGN PER0. RATE: <2 MIN/INCH �,' .._._ ".--- �� N _63J - - m - 62. k `7 E r E s 1 ' } ` ' � �� S ' 4 1 � { : '� � y;, _ i 1�. P430P�SED � t i � ,, ; I (' ' I � IONG TERM APPL. RATE: 0.74 GPD/SF _.. --- " � a 440 GPD + 0.74 G P �/ S F m 5 9 5 S F PROPOSED WALL 8,\ �1 � � � DIST. `BOX';' } ;� �, I �I � TOP = 59J f i � i r y . : � I( I� �t' '� j 5�` � O� � � 60T = 55.8 PROPOSED WALL � � SIZE OF LEAGHIhG FACILtTY PROI^.DFD � � . 't y Q i Ul)450.b8 i� �, ,���' . �' TdP = 67.0 h. y 1 t [} �, i! � o � N ' PROPOSED ' � USE (3) 500 GALLON H-20 CONCRETE LE4CHING CHAMBERS IN TRENCk OUTSIDE RINSING BOT = 63.8 _ � � i i ' � '' � � ` ' ' ` � a' CONFlGURATION WITH 4' STONE ON ENDS AND 4' STONE ON SIDES. , STATION, PROPOS l� \ ,�` � � ', � } + , , 5 1 t � � � �-;;� - -., `� s , < , � �I" PROPOSED N PROPOSED FENCE• GENERATOR S 1� 1 � � � : PROPOSE� WALL T S8'3 't �. �`9.� �• � y' ,. � i� � STORMTECk � BOTTOM AREA: 33.5 X 12.83' � 429.6 S.F. TOP = 64.0 L O/ Z� �`33�, � i ' �. 1 " `'� j SC-310 CF `� SIDEWALL AREA: 2 X (2 X (33.5' + 12.83')) = 185.3 S.F. BDT = 60.5 � � ; �� j } ,i ,i , o � � EFFECTIVE LEACHING AREA = 615.1 S.F. R ' $ ��0• } 4 � ' \ r o S15 S.F. X OJ4 GPD/S.F. � 455 GPD (INSTALLED CAPACIN) � ' ' I 455 GPD > 440 GPD.(15 GPD RESERVE CAF'ACI1Y PROVIDED) ; � 48.0 � 1 � -- . � i , ; , � '. , ': : ' f � 1 500 GALLON SEPTIC TANK I :3 a NOT TO SCAIE IU ✓ N d°ff�; 0 1. SEPTIC TANK SHALL BE STEEL REINFORCED'CONCRETE. �- 2. SEPi1C TANK SHALL BE CAPABLE OF WITH5TANDlNG H-10 1 LOADWG ',� 3. ALL PlPE CONNECTiONS AND CONCRETE CONS"fRUCT10N SHALL BE WATERTIGHT. � 4. TEES SHALL BE SCH. 40 PVC AND SHALL BE LOCAIED a WIiHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK � COVER. 5. FlLL AlL UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT. �10�-6" � �Q._�. � � 5'-8Y O O O I� J ' � �� _-�� RAISE AT LEAST ONE EXISTING COVER TO WITHIN 6" OF FlNISHED GRApE iHE RISER SHALL BE 18" HDPE PIPE � M� � CONC. COVER � 4. 10" � - � 3'�-� a � f 4' MfN. , LIQUIO 5�-8" 4'_g• LOCATE DEPTH , ' INLET TEE OUTLET iEE Uti:F_� �G^..`!ER W/GAS BAFFLE 3" a 3' CROSS-SECTION VIEW 'eflTTOM ON �EVE� ' STABLE BASE L4T66 VARIANCES REQUESTED nr�E v NONE TOWN OF YARMOUTH �� NONE FL04R PLANS SEE ATTACHED KIERAN J. HEALV Np,qB135 ! ' '�'�t� 35' ; ; � ' � � ' ,! i , r i � i t � ;I ; j } � � I UTILITY BOXES ,�� �� Irr SERVICING LOT 67 00 � . 1��'4r`!.-_'s{ �'.�-� �'�., �< � fr� ^r.i �q��� HEAL7H bEPT. �� � SLAB 0 R 57. $,4 r � l / �.: FL 0 00 `� j /� � / �� EL 53.67 � � � ��f, ti / 1 ,. • ; �, � ; � g� / TRENCH DRAIN � RIM-49.5 / 1 I SYSTEM PROFILE NOT TO SCALE `-64.67 FOtJNDATtON �63t 4' SCH. 40 pVC L=66t FT. S=O.O:S ��.�,. �. _ -�� .,,�„s y•t�• F.^ Td T"..., cf .�>\a � � , o -� p• .-�.� �_� � _. +,.r. .r ., � _�� �.�.� JI�I� � as., h .�., . �� E (. . . . . ._.. i ; i �, _ e ��� f ���� i � ' r �a <� , � 1 C`� r � ^;� ��;nv � � � � �.�'Q�Fv.a.ut.� ap��a+ec.' ��" 4� SCfI. 40 PVC �%.]3.1q OKK MtE+�n�J• L= 30t FT. ��9-l�-0'79� �B.V� S= 0.02 FlRST PIPE LEN�TH FlNISH GRADE TO BE SET LEVEL � 53.0-54.5 FOR MIN. 2' � 4' SCH. 40 PVC DISlRIBUTION 1,500 GAL BOX NOTE: SEPTiC TANK MAGNEi1C REFLECIIVE TAPE SHALL BE PROVIDED IN THE TRENCH OVER ALL PVC PIPING 00000000vo ACHING cofl���ooco CHAMBERS 5 0 0 0 0 0 0 0 0 0 0 . B0T =48.55 10.55' SEPARATION ELEV=38.0 } E571MATED S.H.G.W. (BOTTOM OF iEST PIT) LOCUS NOTTWGHAM DRNE � r� � � D mzm MARSH S{DE DRIVE N I 6A LOCUS MAP NOT TO SCALE Q���,ZN OF Atqs�cyG � BRIAN G. y'„ . . o YER(3ATIAN .'�.� � CIWI °i . ., q 9 Ho.46246 Q � . �0�. �G/STEP� \�``'`" � . FSSIpNAL E�G � � � 1 ti���1�5� t�� BR�AN G. YERGATIAN DAT� PROFESSiONAL ENGINEER SEPTIC SYSTEM DESIGN #5 MARSH SIDE DR1VE lN YARMOUTH PORT MASSACHUSETTS (BARNSTABLE COUN77} SITE PLAN FEBRUARY 4, 2019 NO. DATE DESC. 1 3/22/19 MODlfY DWELLING 2 5/1/19 MODiFY OWELLING 3 8/21 /19 IRRIGATION WELL 4 8/20/19 ADDITIONAL DEEP HOLE 5 1 0/ 2 8/ 7 9 9' F N D. W A L L � Y_ � � �.�;. �.. i'�.�1lT;i D�PT. P�EPARED FOR: ARTHUR & ANN CHAPRALES 1356 OLD POST ROAD MARSTONS MILLS, MA 02648 508-862-2370 x 101 ��� �� � 349 Route 28, Unit D W. Yarmouth, Massachusetts 02673 508 778 8919 QC 2019 BSC Group, Ina � � SCALE: 1' = 20' 0 10 20 40 vcEr FILE: YAR\50206\C\D\50206-SP-REV.dwg DWG. N0: 6521-01 SHEET 1 OF 1 JOB. NO: 5-0206.00 6,_0„ I �s,_o„ 7�-s��t �tYP I I ELEY. i 0. N:;. V'Fll= +�'S7 "i� �- EXTENT OF OROPPEO WALL w/ FROST GRADE BEAM � ELEV. i.0. FOOIPtC= 9'-➢' nEv. r.a rou wnu• ss'-a' c )-7 c�ca r.a r�iwc= sr-o' ncv. to. row ernu= sc-o• F FO- nrtsr++u rr.. FOUNDATION FOOTING BLENDS W/ FROST . � �I� GRADE BEP.M N 4'-0" 61< � N �auxmi � 2�� I [�R Pop(F! . niu rn. � � I to•w � Yu x 1ro 1 FOUNDATIOM FOOTING � � .�. � BLENDS W/ FROST , . . � �' GRADE BEAM aun_we oF , ENLARGE� caic� r�raninc wuLs � � FOOTING �o ro rarvol n i wui � ��� PROVIDE MINIMUN 2'-6" � WALL STUB POR FUTURE � � � . � . REI'AINING WALL �� � � � � . TOP OF WALL = 60.5 . � � � . . . . . ^^��0�� LG PHILSR�OK ENGlNEERING tvarnphil@gmail.com 508-385-8682 PROJECT PROFESS!ONAL OF REVISIONS H O- tre-muC �s> cs•,uzs' �x � um 12° x 3'-6" SQUARE FOOTING PAD PROVtDE 4 EA. �5 BARS EACH WAY CdA POCNEf td�N x YH � 4b 0 I � 65'-6" 15'-0° 0 I µ �P�'� 14K io'x�s7i.�'o 11�_6" � . ' 12" x 4'-0" S�UARE �� � FOOTWG PAD . PROVIOE 4 EA. (E5 .� � [av. io. fa�nuc= 55'-a' �.�.� BARS EACH WAY os� a-i/2. COLUMNS � i39K ,o�. i DBL 4' COLUMNS FULL BASEMENT ElE4. �91i SL19= SG-0' -��' b ICIEv. 14. FIVl!= C5-0' � Foundation Wall nrv ia roaiu:c=:s�-�� . � � - U'-1oIJ EICY.IO f01i SULL=4i-6'�' 6K - � � EIEV. t0 0�. 9! RAIG 6! 1� aKt vua;n �o�w r ru � �ro 141< LEY. LQ LA1tIXIM,=� fi0'-fi' �� 3f< �� [y. T.0 WPLL= 6V-Y (�`3 3K rt�r�s nu t�a{t wui cais�ucnni CRA'rYL SPACE �y,, o i GEV. OlAF: Slh�= 6U-7` (.�f�' -� I p `+u � i iq 11/1Fg �RF65 ME i0 OE BA4(Niftl CIV��IU�i{ pF15 NO 10 EXCfm 9� i n'—o" I � a'—�- CONSTRUCTION PERMIT DRAWIN� SET 10" SONO-TUQE ON �IG-FDOT BF28 FOOTER FORM. V1ET-5ET 2 EA. �5 VERTICAL SAEAR DOWELS. PROVIDE 5/8° x 12" ANCHOR BOLTS AT TOP 5/8" x 12" Anchor Bolts �•-a• spaced C� 40" O/C w/ — Dedicated Corner Bolts '. o� � . . � � I q�_9,� �I � � m fY;e3 �. � . .� �o O — 9K N {{ i,i � m o � � � o; 10�_��. � 9K n� s.�E I .. . m`a ' PROVIDE �)5 SHEAR NOEN FOOIIRG TO 24� BY ADOING ��� DOWELS SPACED G A10NC 1FIE RISIDE OF Tf� GARAGE 76�� 0/C VERTICALLY C FACE FOOIINGS � � � Fo-2 s" Crdu eiock P�Er; GARAGE SLAB Dryslack w/ Cores Vertical nnd Cuo Unt.' �'-._=' . P!vu? sw,+/-ii-!�'�}=-.- Plocemenl af Su�-s�ab.�, Open Cores to C�eote p�a� gJ,g 7pwMD DOCfl51/B' PER I'-D' Z�-0" Unreinforced Pier to fooling . — t1EED5 TO O4FA P95 7JIF.A caima.�nr, ttriuu n�s� ,u�n5 nac �o oe onam,�o '' H! C7Eu1, CRPNIrt� FYL RIO 11Aqil;lE . � ' c(rmAcl[ll 91 Lr�� Nor ro ExcFEn s' � � 'p �n � Foundation Wnll ' PROVIDE /�5 SHEAR i �� O1 � DONICLS SPACED . = 3 -IO � � 76" O/C VERTICALLY ct[v i.o rat v7N�= sa• s' � �L+Si�. ELCY. 10. FIXI OIP'..= fi0'-8' � n�c�tirn sx� -- N N N ni o � o i � a� LL � m � - � . � �2'-0� I iz._Q,. FOi1ND�TIQ�1 In/�LL FOUNDATION CONSTRUCTION SPECIFICATIONS : 1. BASEM[NT TO BE MECHANICALLY VENTILATED AND DEHUh11DIFIED. 2. ANCHOR BOLTS - U5E 5/8" DIAMETER z 12° W/3"x3"xi/4" WASHER, LOCATE 12" FROM ENDS AND OPENINGS, 12" FROM ENDS OF PLATE SECTIONSi MAX. OF 40" O.C., OR AS NOTED. BOLTS TO BE EMBEDDED NOT LESS THAN 8'IPlTO CONCRETE DO NOT COUNTER SINK WASHER AND NUT INTO 51LL PLATE, USE A SECOPlD SILL PLATE. 3. ALL FOUNDATION WORIC 15 TO BE FIELD ERECTED BY G.C. IN ACCORDANCE WiTH STATE AND / OR LOCAL CODES. 4. fOUI�aDAiION DIMENSIONS SUBJECT TO CHANGE, PLEASE VERIFY FOUNDA110N PLAN R9TH FLOOR PLAN. 5. LALLY COLU�,4NS TO BE PROVIDED BY G.C. PLATES TO BE PR�VIDED BY HUNTINGTOIV HOMES. WELDING OF COLUMNS TO PLATES IF NEEDED) 8Y G.C. 6: FOOTING STEPS TO BE �ETERNINED ON SITE 8Y G.C. TD ENSU E FOOTIhIGS STAY BELOW fR05T LINE 7. ANY FOOiING AND UNOER SLAB �RAtIJS TO BE PROVIDED BY G.C. TO ADEQUATELY MANAGE SITES CROUNO WATER. 5/8" x 12" Anchar Bolts spaced @ 40" O/C w/ Dedicated Carner Bolts Standard Footing; 12" d. x 18" w. w/�Each #5 Horizonta) 6ars. Wet-set 60" #5 Dowels @ 32" O/C Extending a Minimum of 42" Above the Footing Standard Wall; IO" x 8'-10" w/ 1 Each #5 Narizontal Bar Top, Middle & Bottom. Provide #5 Dowels Wet-sefi spaced 32 O/C Extending Above the Footing a Minimum of 42° Gorage Wall; 8" x 3'-10" w/ 1 Each #5 Norizontal 8ar Top & Bottom. Provide #5 Dowels Wet-set spaced 32" O/C Extending Above the Footing a Minimum of 24° Deep Frost Wall; 8" x 6'-4" w/ 1 Each #5 Horizonta! Bnr Top & Bottom. Provide #5 Dowels Wet-5et spaced 32" O/C Extending Above the Footing n Minimum of 36". NOTE This Wal! Adjusts Downward in height at the Wall<-out Section Alang the Left Side 11�1�1�1�1�1�1 I-�OI�'I� S, Il�TC . 344 FASSETT RD, EAST MONTPELIER, VERMO�IT 0565 OFFICE (802) 479-3625 FAX (802} 479-0575 SITE LOCATION; YARMOUTH MA SCALE P��� WiND SPEEO (ULT[ASO)h 1�OMPH/108MPH SNOWSLOAD (GROUND�/ABD); 30PSF/25PSF 3/16" = 1'-0" PROJ'ECT: # 10223 SHEET SIZE: 18x24 DRAWING NO: 1 OF 2 Suggested Slem Wall t(L Lood Bearfng Wali . . �' : . I. . 1/2" Therznol . . . . � � . � � � . Break . . � � � . � � Conlrol Joinl � . . 2z6 P.L Sll Plate � `O 4" Reinforced Concrete SIa6 . � � Flnished Gmde w/ Yl2.tA21-6%6 �R'YrM. . � ' . � � . � � i . � w 2" Risers � . � � � � � . . . . � N .n:'...9 . �� . � . : 1D . . � . Foundalion Insulatian ns Mecessary � . � � � � to Protect Slah fram Frosi- � � � � � . 4�-0' Each WaY 12" THICKENED SLA6 C BEARTNG WAI.L .. B FO-2 � � . e � ' � . . . . . . N r � . :o . �, e . . � � . . . . . . . 'I-6n � � � � . � . . � � . � . . „ GARA6E ST�M 1NALL . FC-2 �, . � . � � .. � � . Sf8" x 12° Anchor Bolis spaced @ 40' 0/C w� Dedicated Comer Bolts I 4" Reinforced . .. � . - � Cancrete Slab � . 2x6 P.T. Sill Plute -- Flnished Grade � � � � � . � Under Slab �nsulallon lo Neei � Fnergy �lodel Requirements . � � � � . - �.• � . . . . ' � . . � N . . � - .. . . . � � . e. '.�� . � . . . , . ,, . . e . . . . . � . .1�_6� . � WALKOUT CONDITION F°-z PHiLSR00k� ENGiNEERiNG tvarnphil�gmaii.com 508-385-8682 ; ° T VARNUt�t +�m� ��'.... �. Io PNILBROOK � � � MECHANICAL � �'� ��b No.3069Q Q. �?'o RFc�s .�E°�`��, , ��� SS��N _N�'s. �i. J_ �- < : �a�,x P19-45 , PROJECT Pfi0FES510NAL OF RECO�D � ' Porch -Posts Fmished Grade — 0 - Embedded Column Base 4' Reinfaced Conaefe $lu6 • ...�� . .. =0 OCOVCRED PA1z0 SLAB Fo-z CONSTRUCTION PERMIT I��2.AWING SET 2x6 P.L Sill Plate �. . Garage Oaor Opening ( I � �_6.� Pilch Slab to Doore I 1/8" per fT 4 . .. . - s' � I''_6„ ✓ p., I �� _N . g' e I ',-6 I OGARAGE DOOR APRON FO-L 4' Rei�forced Concret= 9ab � N • •' o �e �._6�. 5/8" r. 12" P,nchcr Bolts spaced @ 40" O/C w/ I Dedicated Corner Bolts Flnished Grade Load ceare�g wall 8"�CMU Blod<P(er; � Drystack w/ Cares Verticuland Cap Until Bockfill. Upon Placemz nf.5ub-slab, Open Cores to Crea �Unreinforced Pier to Footing . 5 ,.�p� � � • ' . � ;: ,0. � ?•� � � Fovndakion (nsulation as Needed to - ; , A1eet Energy Model Requlrements. nt � te , e . ;e . / p.. � r .. . � _ �` : . . . � � 4° Reinfaiced Cancrete Slab � .' p p . 1 � • D, N ' e •.'e s . z�-��� � .. i � OTHTCKENEb SLAB @ FULL FbN. Fo- z Stnndard Footing; 121�' d. x 28" w. w/ 2 Each #5 Horizontal Bars. Wet-set 60" #5 Dowels C� 32" O/C Extending a Minimurr� of 42" Above the Footing I �4UND�TTQN W�LL SE��C1N5 — 2x6 P.T. S�ll Plate n finished Grade � .: e. .' : . .� � ' �e .,.. ��> � � � . �e� P � ••D . '. ; e: ' 6 ,� , . • � �p�' � . . . e;: e' I�'�_s�. . . . � . . �FULL FOUNDAiION Fo-2 '� ; ,�, ; ������ ��. 344 FASSETT RD, EAS7 MONTPELIER, VERMONT 05551 OFFICE (802) 479-3625 FAX (802) 479-0575 SITE LOCAitON; YARMOUiH MA SCALE WIND SPEEO (ULT(ASD)ry 1�OMPH/108MPIi SNOW LO D(GROUND�/ASD); 30P5F/25PSF 1/2" = 1'-0" PROJECTc # 10223 SHEET SIZE: 18x24 DRAWING NO: 2 OF 2 __ _ __ _ __ _ - - - _ ._ - -- _ _ , � A ,,,�`�:,:��.o�ni.<�-„ne'. 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TOC BY OTHERS _____. ._ _____ ______________ I � SITE &IRT LOVERED ENTRY . � FRONi ELEVATION = LOCATION; YARh10UTH, MA ) SPEED (ULT/ASD); 140Xh1PH/IOSf1PH 'OSURE GATEGORY; "B" >lU LOAD iGROUND/ASD); 30PSF/25PSf A CERTIFIEG AS BUILT IS REQUIRED E�`FO�E FiNAL INSPECTION 'i'C3b°�s"+? :��' �°�'�:�;3� f°;iZ�°� REVIEWED F0;<�i!;�ryn;� p�p ,^hq,tiG CO�E C0'APLI- ANCE. ERP,Oft� ;:1;� r�;:,,;;�gS!;);u, pp ��07 RELIEVE THE A?PLIClttr i PRO^A THe P,E5PUiV51BILIlY OF "AS BU;LT' COM?LIqNCE,p P^ � DATE: ��d`6' d.v �,_�m ���Y' ` BUIL IN . FFlCIqL � SCALE � /8>; _ � , _ �„ PROJECT: $$ � � 2 2 3 � SHEET SIZE: 11 x17 � DRAWIN6 NO: � � o �j ( u S:\D�T�-lC�D\DUJG 201q\201q C,4D DWGS\CH�4P�,QLES SIT�BUILT.,�EC a' ���� � ° �� 1� ��� ��� 1� ���iV�C� ��`� I CHAPRALES SITE6UILT RIGH�T SIDE ELEV�iION SITE LOCATION; YARMOUTH, �1A IUIND SPE�D {ULT/ASD); 190Xh1PH/108�1PH EXPOSURE CATEGORY;"B" SNOIU LOAD (GROUND/A5D); 30P5F/25PSF C LE 1 /8" = 1'-0„ �_ _ — PROJECT: �$ I O 2 2 3 SHEET SIZE: � � X� � DRA WING NO: � � � � S:\D�TACAD\DU.JG 201°�\2019 C�,D DWGS\CHAP�,4LES SITEBUILT.AEC _. PROJECT PRO�ESSIONAL OF RECORD _ __ ______SEGOND FLOOR CEILING,__________��_ _" — . —_ — . — . — . —__ _.__ . . — _-__ — . _ � WINDOW �. � i � I :r o ] � . � __.__.— __SECOND FLOOR__________________'_ _________________..____________ _ _ _ _ FIRST FLOOR CEILING _I� _ __ �— ._ __. _ . ___________ _________ _____________ I -- --- ----�----- � � WINDOW � �, I � ; n o. i ° � ; � �� � � _ �i FIRST FLOOR ��' � � - . _ �_ ._________ ___________________' _ ________________.._.__ _____________. TOC $Y OTHERS j � � � ____ T.O.S. B/O � � ASSUMED GRADE B/O , � � I DRAWN BY DRAWING DATE � CHECKED BY REVISIONS ' RGB-FDN ID/21/201� �����[ °���fl��� �°��`� RGB-PER�11T 12/06/201q D � o���� ��� _ __ __ — '� , CH�PR ,�_ ALES SITEBUILT / � 8 � fALSE VENT FOR ATTIC . ��"�---- ACCE55 B/0 � ,' V �� I�I ���`�II �I,�'li �N ___.._____________________ __________. . � FIRST FLOOR CEILING � _._____________________________ FIAIN HOUSE. �-� -- — — — - a =-- i — -� . �� �.. � p — I�'�� i � --- � C� , -- -- — -- I _ _ �i � ❑ LEFT SIDE ELEVATI01�1 J2 � 8 — �' '❑ SITE BI11LT LARAGE i CbkT STORAGE - -- -- - -- __ - SITE LOCATION; YARMOUTH, h1A U11ND SPEED (ULTIASD); 140Xf1PH/108h1PH EXPOSURE CATECzORY; "B" _ SNOW LOAD (GROUND/ASD); 30PSF/25PS� � WINDOW 0 m TOG 8Y OTHERS ASSUNED GRADE B/O ---- ---__ SCALE 1 /8" = 1'-0,; PROJECT: � 1 O 2 2 SHEET SIZE� 1 1 x17 DRAWING NO: � � � � S:\DAT�CAD\DWG 2019\201�1 C�lD DWGS\CHAPRAL�S SITEBUILT.AEC - - -- __ ------ - PROJECT PROFESSIONAL 0� RECORD DRAWN BY DRAWING DATE CHECKED BY REVISIONS RGB-FDN 10/21/2019 i RGB-PER�11T 12/O6/2019 � II BALCO4Y DELKING. RAILINGS. WAiERPR00FlNG AN� TRIfl B/0 ��� SRE BL'ILT OECK W/ GIIARDRAILS I � ���t�J 111Lu��4���� ���� ��.�i ��� ��� _ ____________________________________ _______________________________ _______.________..___ _ _________..___________________________SECOND FLOOR_ QEILIN4______ . . — — .. _ , — — — _ — _ __ ___ — — — — . — — __.._ . —_ ___ — . — . — — _ — . — ___ — - _ _— _ ... . . � I . . WINDOW � - - FPLSEVENT ---____ . ....- FOF ATTI� � T � . --- ACCE55 B/0 . � � -___._. � � . �y m i ___________________________________________ .�_> ' _ '___"_______'___'_'___ ______'___________________________ _ ____ ________"_'_________________\ ---- I�� I,--- � � �-- �'� ����� ____________________________________-___________________"__________________ ______'_________'__"___________'__ �. ________'__'__'_______'_______________ ,I � II� � ��,.� � . � � I -p ._.. O I� � ���I J c_ ." .:_ _." ...' 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I � I � . � . . . r _ _ � i"_ I �� I . � � / . . I . ._.._._.____ . . . � / � � � I � I ;- I ; � � . . � � I � / � � I I � � _� ;I � . . � _________� � V II . � � . I; i - _ I � I TBD I � I"-- I � i . . . . . � IN 6ASEHENT � i � i • i �� . . � . I I � � . . I I �g � I � � � . . . . � , �� ��.�.I � . '� ' ! � 3E8.a I � . . I ' I 1_____ _LJ _l � . �� I . � � � / I 1 . vm[_ I . . I � . I 1 . � L T _ _ _ _ _ _ _ _ J L � . . . I i . � � � . . .. I . . �i ' 1 � 1 I ' I �r j CONCRETERETAININGWALL� i� � � � �-----------.— � �------------- —� � � � '_____---_ ____-----_' . � TIED TO FOONOATION WALL � i . � I I � � I I �. 1 � . � �� I i i .. . I I � I I �. I � . �'i I . . � '; � - . �� 1 I� � I I I � .. I I � � � . i ' . . � � i I � I I �. 1 I � � . � � I ' � -__ � , ' � . � I I �. I I . I � I � � � -, � � . i . � I I � . . . � 1 I I � � � � � '�,, i i I� I I I � � � I � �� I � � �'_ ? . i t . '_"_� . . I I � � I I I � . � � I � � ,,l � '___________________' . . . . . __________—______—____' I � i CRAUIL SPACE i i i i ----T_.__ �— i � � � � � . I I I I � I �---------------------"-----------'---I r - - - - - - - - - - - - - - - - - - - - - - - ' i i i i � i r i i i i i � i � i i � i � � i i i . 1 I . . � I I � �. I � I�, � . . . I I I I '� I � I��, � � . . � I . I . . I I � I � I�b � � . . � � . . � � . � I . . �, . .� . �� I I . I I � I � � i I � . . . � ____1___________'____� I .��,. � � � �� I I I I I I I! . . � . I � . . I .. . . �� � I . . I ', � . . . � . � . � . � � I ,, � ', I � . . . � `--------- I------------ � . . I , . �'�, I . � � � � L-------------------� � � . . . . . . ..I I I . . ' I �-------------------� ���L�JJ 11 �ll.� ��11�� ��11�A�1111 11 � � � V�% �11�.�1 � ��� CHAPR�LES SITEBUILT BASEMENT PLAN � DECK ����FRAMING SITE LOCATION; YARMOUTH, MA UJIND SPEED (ULT/ASD); 140Xh1PH/108f1PH EXPOSURE CATEGORY:"B" SNOW LOAD (GROUND/ASD); 30PS�/25PS� POUNDATION CONSTRUCTION SPECIPICATIONS : L BASEMENT WINDOW LOCATIONS DETERMINED BY GENERAL CONTRACTOR. 2. BASEMENT WINDOW AREA MUST EQUAL OR EXCEED 2qo OF BASEMENT AREA. 3_ ALL FOOTINGS TO BE DESIGNED FOR LOCAL SOIL BEARING CONDITIONS. ALL FOUNDATIO WALL REINFOR ED FOR LD AL OIL ONDITION . 9. N 5 C C S C 5 5. ANCHOR BOLTS - USE 5/8" DIAMETER x 10" W/3"x3"xl/9" WASHER, LOCATE 12" PROM ENDS AND OPENINGS 12" FROM ENDS OP PLATE SE TIONS MAX. OF 6'-0" O.C. C OR AS NOTED. BOLTS T0 BE EMBEDDED NOT LE55 THAN 8" INTO CONCRETE� DO NOT COUNTER SINK WASHER AND NUT INTO SILL PLATE, USE A SECOND SILL PLATE. 6. ALL FOUNDATION WORK IS TO BE FIELD ERECTED BY G.C. IN ACCORDP.NCE WITH STATE AND / OR LOCAL CODES. 'I. FOUNDATION DIMENSIONS SUBJECT TO CHANGE, PLEASE VERIFY POUNDATION PLAN WITH fL00R PLAN. B. LALLY COLUMNS TO BE FR041DED BY G.G PLATES TO BE PROVIDED BY HUNTINGTON HOMES. WELDING OF COLUMNS TO PLATES (IF NEEDE�) BY G.C. 9. f00TING STEPS TO BE DETERMINED ON SITE BY G.C. TO ENSURE FOOTINGS STAY BELOW �ROST LINE. 10. FOOTING AND IJNDER SLAB DRAINS TO 6E PROViDED BY G.C. TO ADEQUATELY MANAGE SITES GROUND WATER. � SCALE � �8„ _ � , _ �,; L— --------- PROJECT: '� I O 2 2 SHEET SIZE: � � X� � DRAWING NO: � Dd S:\D,4T,4CAD\DWG 2019\2019 CAD DWGS\C+-1,4PR�LES SITEBUILT.AEC � _ I RIGHT �����° ������ �� °��� ������� ��� CHAPR�ILES SITEBU�LT LE�T FIRST FLOaR PLAN SIT� LOCATION; YARhIOUTH, MA ' IUIND SPEED (ULT/ASD); 140XMPN/IDShIPH EXPOSURE CATEGORY;°B" SNOW LOAD (GROUND/ASD);30PSF/25PSF S �. n SCALE � 1 �8" = 1'-0" �DWG �RONT PROJECT: $$ � � 2 2 3 SHEET SIZE: � � X� � DRAWING NO: � � AD DUJGS\CH�4Pi�,�LES SITEBUIL YC-9 3H' 15'-1 I/Y I 1"�1 � �5 i �' � secoNa F�ooR I STORAGE TRUSSES (to he designed 6y Truss Coapany) I7'-9 3H' 12 �8 --- — - ---- _ __ - - — ------ ---- -- ------- -- -- -- FIRST-FLOOR CEILING____________ __ ------------- -� — ~F�r RnrJ CsLng to Irc4k R-30 Batt Invdatim � " 5/e' Tg % G�U3 wn . __'— . _ — — — _ WIN66lll. — — — — — — — .—_ _ . - 2�v�i Cknr�eT. — � 9 3H' .—_. yq_ry _._. EXTERIOR WALL CONSTR�CTION I . . � . AIR/WATER RESSTNE BARRIER . VY CD% PLT9100Q SHEATHMG � � 1✓ AY Edgn FJy BlakNl v ' ]XL 9TpD'a AT 4' OC. I � � Fne Ra[ed Wdls m IrcWe . . . . . 5/B' Type-X GWB IMmu FIR9T FLOOR � . . . -------- ------ TOC BY OTHERS 1xG P.T. SiN Pl�te . � � � � ASSUIIE� GRADE 8/O z �' Remfared Cormrete Slab � � � � � � o �. 8" kml 9all �. . . . . m� nN F�i��y a��a�h f r_4� � GARAGE SECTION � DRAWN BY DRAWING DATE CHECKED BY REVISIONS RGB-FDN 10/2i/2019 RGB-PERMIT 12/06/2019 ', D 7�9 Heeder B"1 L•t nto cdunml d Cdunn iProvde Past Sieriddfs ndtt CaM1.mns COVERED ENTRY SECTION I a-, �,• — (W/TRUSS ROOF i�LAT BOARD CEILING) I � . � C-9 3H' --- L'-9 3H• � . � � i2 I �4� � g I \ e' - --� - - - — - - -- — -------- — — ------ ------ ---- = _� - -- - � Twt a ____ _" _______'_ __"__________ _____. _____'_"_ ____ _____________ eGmde I Tntue> to 6e � rmd m � TR� `5 � I�Cd3��Tie � 8 niia o�e�tir �`aie e�n orr fto Le d T ompanyl rt N«a�a ey�.c. , ----- — -- -- - - - — = ------ - ----- ---- ----- -- — — ~FrrRmelCnlng lolrcAde . ' � �� fI) 7d0 B« �oa HOR � S/B' Tq�e-% GWB wer R-30 Ha!t Invlatwn _— _ _ _ _ � m � �— . — — _— — — — _ — __Rev_ntLM1ameT � „ � ' � i � 9 3H' - -- 9 3/4' � � � 9 3/T � —'�'_O. . . ID ]d0 Bw Ooar H02 - � �I. ; �',i �� � � o � -� m �� �'�� � ��,��,�.'� � m a� . �y � . . .' � si � r�� e. O Q \ og m°- � � �,',i, �i m � N � r .- J U 'I . . .,,_ . . l_ _____.____ __'___" ___"____ '_' _____'" _'___"_______'"'__ _"'__ _ ' _____ P __ _ ___ _________ _________ ___ _ ' "__ ______'____ __' _ '____ _________ __'"_ '____ � TMcken Sla6 a[ Gerage Door � . erd�A�ro9lab m Gazege Oaor .. . . ___ __ ___ e�dAprm 2rLPT Si�Pbte � __"_ _______' _ '... ____'"_ — "__ __"_ .___ _"'"_ ___ . ____ _ ___"____ ____"______________" "'__ _'______.____ ' � . . _" s - . � 1' Rrntuced Concretr Sleb . � � � N � frari PrMecUan fa � ' � .. �irmt Prdecten fa � o � Gmage Slzb and Aycn � � . . Gazxe SIa6 and Aprm . � � . � LL . . � . �, . . . � m� � ������� ����� i � ��� �� 1� ��� ����`�������� CH�APRALES STTE6UILT Itod�k 1 dDcr Q' pyl Hed Ru66er Rwt 11e�rares ovo ttaiJe. Inriel!ed px flamladurds RecommeMatipu �vi Pone e/ Cep 7rw TBD CeNe Reding Sgsten InAdled per flamtactur� Inshu!twns Plet Ix- Sleeper F�ox aer 11enMene Drmnege f�lene 6e6md I� Fescmilnm 2nd Flr. BALCONY SECTION - -- --- — �y Tao .aof SkatMrg e6we . � . � - G,( DF Plme B1f. Gx6 DP Cd�nns . . � 5/8' Ed. Grade Skathng . � s.e k=n«> � x�•o.� � � �� PIRST FLOOR � ____________..____ _____ _'_______ ____'___' _ ____ � ' _..__ _"______' ___________'__ ________---. roo • -Prwide Pasi Standctts nder Cd�ns � ' ____'_____ _ _______'_______'___ .__'_'____ ____'. ,_'______"______.______._._'___' � . � ' � 2x6 CMny Jast ��) ��e Header — � — � . . Boerd Cnhng T80 Iseated uM10 postsl � � � . . 6d OF Co6mre : � . O CART STORAGE SECTION COVERED ENTRY SECTION (PLUS EXTEND�D GARAGE BAY TRUSS) (W/ EXPOSED RAFTERS 9 BOARD CEILING) enseneHT sLne I P�a��e P%� s�abdn �a« cd�� � -- ----- - ------ -- - - ---- - - - _ - ---- -- . . . . FATIO SLAB . ; �UILDING SECTIO�lS -E LOCATION: YARf10UTH, �A �D SPEED (uLT/ASD); 190X11PH/108MPH ;POSURE CATEGORY; "B° OW LOAD (CsROl1ND/ASD); 30P5�/25PSF COVERED PATIO SECTION fW/ HAND �RAMED ROOF � BOARD CEILING) SCALE �/8„ _ �,_Q„ PROJECT: � 1 O 2 2 3 ' SHEET SIZE: � � X� � �RAWING NO: �j � � CJL�I� S:\DATflCAD\DWG 2019\201`i CAD DWGS\CH�,PR�LES SIT�BUILT.,4�C