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1639 SEA OATS DR - ADDITION LU GENERAL NOTES CODE & ZONING DRAWING INDEX LY WITH APPLICABLE CODES. THE CONTRACTOR MUST 19. ALL CEILING DIFFUSERS AND REGISTERS TO BE THE SAME COLORAS THE CEILING _ 1. ALL WORK TO COMP PROJECT DESCRIPTION ARCHITECTURAL COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION UNLESS NOTED OTHERWISE. AND TO CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, G001 DRAWING INDEX, CODE&ZONING, GENERAL Project Description Collier Residence Addition/Renovation NOIES MCI SAFETY AND SANITARY LAWS, CODES, STATUES AND ORDINANCES. 20.ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION 0 OF SPECIFIED FINISHES. Location 1639 Sea Oats Drive.Atlantic Beach, FI. 32233 2. ALL FEES, TAXES, PERMITS,APPLICATIONS AND CERTIFICATES OF INSPECTION TAL AGENCIES TO BE THE 21. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S Zoning Residential Single Family-Large Lot U AND THE FILING OF ALL WORK WITH GOVERNMENTAL O RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO OBTAIN ALL PERMITS AND RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND AlA100 SITE PLAN - APPROVALS PRIOR TO COMMENCEMENT WITH THE WORK. INSTALLATION SPECIFIED. BUILDING OFFICIALS AND APPLICABLE CODES LL' - A101 FIRST FLOOR PLAN 3. THE CONTRACTOR TO COMPLY WITH THE RULES AND REGULATIONS OF THE 22. PATCH ALL AREAS WHERE THE FLOOR IS NOT LEVEL OR TRUE PRI R TO THE Building Code Official Atlantic Beach ;� BUILDING OWNER AND MANAGER CONCERNING HOURS OF AVAILABILITY AND INSTALLATION OF SPECIFIED FLOOR FINISH(-ES). Fire Marshall Bob Ratliff A102 SECOND FLOOR PLAN w DELIVERY AS WELL AS THE MANNER OF HANDLING MATERIALS, EQUIPMENT AND Al 03 FIRST FLOOR REFLECTED CEILING PLAN DEBRIS. 23. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR WALL Building Code FBC 2010- Building (Residential) SUPPORTED ELEMENTS INCLUDING MILLWORK, EQUIPMENT, FIXTURES AND A104 SECOND FLOOR REFLECTED CEILING PLAN OU 4. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN FURNITURE. CONTRACTOR TO VERIFY EXTENT AND COORDINATE WIT APPROPRIATE Plumbing Code FBC 2010- Plumbing % z ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN SUBCONTRACTORS. A105 ROOF PLAN (, COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT LAWS, STATUTES Electrical Code FBC 2008-Electrical -- PAINT TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTURERS DIRECTIONS _ LU OR ORDINANCES CONCERNING THE USE OF UNION LABOR. 24. Mechanical Code FBC 2010 Mechanical i Q OVER PROPERLY PREPARED SURFACES. WALLS TO BE STRAIGHT AND SMOOTH. A201 ELEVATIONS LL Life Safety Fire Code Florida Fire Prevention Code 2010-NFPA 1012006 O 5. CONTRACTOR AND SUB-CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND PROVIDE MINIMUM ONE COAT PRIME AND ONE FINISH COAT. FINISHED COAT TO Y( ) A202 ELEVATIONS CONDITIONS SHOWN ON DOCUMENTS AND MUST NOTIFY ARCHITECT OF ANY COMPLETELY COVER WITH NO STREAKING OR BLEEDING OF UNDERC ATS. Z DISCREPANCIES, OMISSIONS AND/OR CONFLICTS PRIOR TO PROCEEDING WITH THE Accessibility Code FBC 2010-Building - ' O A203 ELEVATIONS€ ` j WORK. 25. UPON COMPLETION OF THE WORK, THE CONTRACTOR TO NOTIFY UILDING r , A204 ELEVATIONS ' MINV � OWNER REPRESENTATIVE THAT THE PROJECT IS READY FOR INSPECT ON. OWNER OCCUPANCY AND GENERAL BUILDING REQUIREMENTS 6. EACH TRADE WILL BE EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY REP WILL COMPILE A"PUNCH LIST"OF CORRECTIONS NEEDED, OF UNE ATISFACTORY t OTHER TRADES. AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE UJ Occupancy Classification R-3 a SUCCESSFUL COMPLETION OF THE PUNCH LIST. z 7. THE CONTRACTOR IS RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL Construction Type(Section 503) Type 5 STRUCTURAL LU TRADES UNDER THEIR JURISDICTION. 26. DRYWALL CONTRACTOR TO CLOSELY COORDINATE HIS WORK WIT THAT OF - - OTHER TRADES.WHERE DRYWALL IS IN CONFLICT WITH DUCTWORK, PLUMBING LINES, Exit Access Travel Distance(Section 1015) 175' S1 COVER PAGE 9 ) j oC HE HIGHEST QUALITY IN EVERY ETC. THIS CONTRACTOR TO PROVIDE ALL NECESSARY BRIDGING AND RACING j/ 8. ALL MATERIALS TO BE NEW, UNUSED AND OF G Q Dead End Corridor Limit 20 S2 FOUNDATION PLAN RESPECT, UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT REQUIRED TO SECURE DRYWALL AND TO MAINTAIN FIRE OR SOUND TING WHERE EN � TO BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIRED. Min. Hallway Width (R311.3) 36" S3 FIRST LEVEL FRAMING PLAN � WRITTEN RECOMMENDATIONS AND INSTRUCTIONS. MinVIDE ADVANCE NOTIFICATION TO TENANT'S .Width Of Exit Doors(311.4.2) 36° S4 SECOND LEVEL FRAMING PLAN s X 9. THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS REPRCL 27. ESENTATIVE WHENR TO TENANTOR THEIR CONTRACTOR(S)ARE REQ IRED AT JOB Number Of Stairs 2 S5 FIRST LEVEL TRUSS PLACEMENT PLAN / LU SPECIFIED. WHERE THE TERMS "EQUIVALENT TO"OR"APPROVED EQUIVALENT"ARE SITE FOR COORDINATION MEETINGS OR INSTALLATIONS. % UJ Max. Landing Separation 311.5.4 S6 ROOF TRUSS PLACEMENT PLAN / = USED, ARCHITECT TO DETERMINE EQUIVALENCE BASED ON INFORMATION SUBMITTED 9 P ( ) 12-0 _ Imp BY THE CONTRACTOR. 28. NOT USEDS7 FRAMING DETAILS New Treads&Risers (311.5.3) 7 3/4 Max Riser&9 min. Tread Excl. Nosing O 10. ALL WORK AND MATERIALS TO BE GUARANTEED AGAINST DEFECTS FOR A PERIOD 29. NOT USED New Handrails (311.5.6) 34"to 38" Required on one side of stair. S8 FRAMING DETAILS NJ / = OF NOT LESS THAN ONE(1)YEAR AFTER APPROVAL OF FINAL PAYMENT. H- 30. NOT USED Guards 36"@ porches, balconies 34"@ open stairs % DES IGN/COO P ERATIVELLC 11. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR % 1032 HENDRICKS AVENUE square Emergency Escape 5.7 s feet net clear opening JACKSONVILLE, FL 32207 HIS WORK UNLESS OTHERWISE NOTED. 31. DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION DIMENSIONS q p Q ARE NOMINAL UNLESS OTHERWISE INDICATED. - _ p//, TEL/(904)290-1032 12. THE CONTRACTOR TO,AT ALL TIMES, KEEP THE PREMISES FREE OF Railing Min. Sphere 4" FAX 1(904)592-5892 % ACCUMULATION OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN 32. ALL WORK TO BE SCHEDULED DURING REGULAR BUSINESS HOURE, UNLESS NOTED Headroom Required 6'-8"" // www.dcoop.com CeDAILY. OTHERWISE. O % FL/AA26001646 J 13. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK 33. MILLWORK TO CONFORM WITH AWI STANDARDS FOR PREMIUM GRNDE MILLWORK. O INCLUDING THE CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBLE FOR MILLWORK CLIENT = WINDOWS AND CEILINGS. ENGINEERING. Keith &Jenn Collier z �-+ 14. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO 34. NOT USED LOCATION GOVERN OVER SMALLER SCALE DRAWINGS. 1639 Sea Oats Drive UJ 35. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF E ECTRICAL AND -- U - Atlantic Beach, FI 32233 :3 15. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO GET VOICE/I?ATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES. , CLARIFICATION AND DIRECTION FROM ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. ~ -. 36 ''HERE PIPES, CONDUITS OR LOW TENSION WIRING PENETRATE A IRE RATED 1� _? _,ENCLOSURE, THE SPACE AROUND SHALL NOT EXCEED 1/2"AND SHALL BE PACKED UJ d _ C� 16. ALL INSTALLED PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT TO SOLID WITH BATT INSULATION AND FITTED WITH ESCUTCHION PLATES ON BOTH SIDES Y /w OPERATE QUIETLY AND BE FREE OF VIBRATION. OR E(A.€I V',LENT TREATMENT TO INSURE COMPLIANCE WITH FIRE RAT[ G.ceM % UJ 17. UNLESS OTHERWISE NOTED IN MECHANICAL DRAWINGS OR SPECIFICATIONS, 7._N()1-USED - w HOLD DUCTS AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE ABOVE. Z w` '0 "' --� 18. THE CONTRACTOR SHALL NOT LOCATE CEILING DIFFUSERS OR REGISTERS "� IN„_:;: _ WHERE FULL HEIGHT SHELVING, FILES OR STORAGE UNITS ARE INDICATED ON PLANS:" / cn .. ELEOT_RICAL & PLUMBING y z MECHANICAL, ` � A%kxDRAAl1I' G ISSUE DATES 1. ANY MECHANICAL, ELECTRICAL& PLUMBING INFORMATION INDICATED ON THEA Pwl 4. CONTRACTOR TO HOLD DUCT AND MECHANICAL EQUIPMENT TIGH TO ,. T ARCHITECTURAL PLANS IS SHOWN SOLELY FOR THE PURPOSE OF COORDINATION STRUCTURE. wOF THE ARCHITECTS WORK. MECHANICAL ELECTRICAL, &PLUMBING IS BY OTHERS. .LL '-' THE CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS FOR PERMIT DATE REMARKS AND COORDINATE WITH ARCHITECT AS REQUIRED. CONTRACTOR TO PROVIDE ENERGY CALCULATIONS IF REQUIRED FOR PERMITTING. 02 w 07.26.2013 PERMIT SET oREVIEWED FOR CODE COMPLIANCE 2. ALL MECHANICAL, ELECTRICAL,AND PLUMBING SHALL BE INSTALLED IN O 01.16.2015 CONSTRUCTION REVISIONS U ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES. CITY OF ATLANTIC BEACH Z SEE PERMITS FOR ADD11'IONAI. 3. ALL SYSTEMS SHALL COMPLY AND BE REVIEWED BY THE BUILDING OWNER. LU DESIGN SHALL BE IN ACCORDANCE WITH..THE LATEST DESIGN CRITERIA ISSUED BY REQUIREMENTS AND CONDITIONS t OWNER. LL REVIEWED BYc . DATE:. f O TYPICAL MOUNTING HEIGHTS VICINITY MAP � _ 1 DATE: 7.2.2014 0 0 h a EDGE OF DOOR FRAME OR w CASING. CONSTR. 1 16 2015 $" ......................................SQUARE FOOTAGE TABULATION x (n LOCATE THERMOSTAT ABOVE SWITCH . WALL MOUNTED PHONE OUTLET t-� ....................................-......................................................................... NEAREST THE DOOR FRAME Q wF Q - - - - - - - - - - - - - - - - - - - -50 AFF_ f;, x=,,, ,f REA LU y"'"'` ' LEVEL 1 NEW NETCONDITIONED, 02 SF / � AR , 1,075 EA ® ® ® ® e eye Y '�, LEVEL 2 NEW NET CONDITI E 60 SF LEVEL 2 EXISTING NET CONITICINED AREA 759 SF �w . . . . a o . . - - ON G?IAREA 1,4 PROJECT NO: 13104 LL WHERE MORE THAN ONE SWITCH IS REQUIRED, GANG SWITCHES INTO SINGLE COVER PLATE ' F :;, TOTAL CONDITIONED AREA --t- 5,996 SF TOP OF BASEBOARD 5 1/2 €fry D RAW I N G z „ _ LEVEL 1 EXISTING GROSS AREA 3,834 SF _ _ _ _ _�_ _ _ _ _ _ _ _ _ _ _ _ _ ft £w, LEVEL1 NEWGROSSAREA'. 2810 SF INDEX CODE f- BOTTOM OF BASEBOARD H 44" AFF AT COUNTERTOPS,TYPICAL UNLESS a LEVEL 2 EXISTING GROSS AREA X865 SF & ZONING, OTHERWISE NOTED N== LEVEL 2 NEW GROSS AREA 2,676 SF Q Ss yz NOTES: TOTAL GROSS AREA 1 F GENERAL 1. OUTLET AND SWITCH LOCATIONS INDICATED ABOVE ARE MEASURED TO BOTTOM OF O,1 85 S r* THE COVER PLATE UNLESS OTHERWISE INDICATED. � '� NOTES 2. UNLESS NOTED OTHERWISE,COVER PLATE AND OUTLET SWITCH SHALL BE LUTRON BUILDING FOOTPRINT -- 7,801 SF VAREO SERIES. COLOR TO BE IVORY. LOG0012 w 1.11 \ C) � Ll1J , ' 0-40/* \ w , o x/ ♦ \ v w Li- 0 --0000 (� LLJ wLu uj DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 ce TEL/(904)290-1032 FAX/(904)592-5892 z www.dcoop.com FUAA26001646 Lu o \ CLIENT 5ALT ROCKED Keith &Jenn Collier Z \ \ CONC. DRIVE . ;< LOCATION 1639 Sea Oats Drive Lu <,. Atlantic Beach, FI 32233 Oz CL wLu \ \ o Lu ry Lu G O u 110 O 00 \ \ �zs / �` zo / / // YZ,p V) SALT ROCKED CONC. DRIVE NEW CONC.WALK DATE: 7.2.2014 511 w ....................... REVISION 1.16.2015 / 1 CONSTR. R /,. _ \ ~ XISTING TREE - _. _............................._..............._.._............................... TOB R \ 7 5' BRL E REMOVED f ___ __ w.__._._.._....___._.._............................ z \ - Q o U \ r o _.........W.........................._ _.... ..._......................_............_.... _...... �— - - - - - - ___ ......_ - w \ _" - - _ _ ao - - - - - \ `r — — — —' — PROJECT NO: 13104 w — — -L — — _ 77'-0" 1:1TELEPHON — - - - - - - - - - - - - - - - - - - - - - - - - _ 38'-8" \' - - - - - - - - - - - - - - - - - - - - TRANSFORMER noo Q \\ �RUG�ORE Pp _ SITE PLAN , \ . 10 EASEMENT FOR �o \ DRAINAGE & UTILITIES p�RP0TV�RF�EDNgp c�ON \\ sit ANaP�°� SCALE: 3/32 = V-011 SITE PLAN Z w _7 / / EXISTING EXISTING / 11X11 / 2 STORY / % w J Lu >_ o `` G w 0 u NEW Exs1-IN^ � z EXISTING COVERED n 1 STORY ��` W PATIO7. � WOOD O SCREEN SEE EXISTING O — — — — — — Z ELEVATION ::... WOOD _ 91 O SCREEN SEE f 4'-4" 5'-0" _O�r 4�_5�� V j ELEVATION NEW � EXISTING FIRST FLOOR— WOOD � r w 1 STORY NEW TO REMAIN AS IS a _ SCREEN SEE J N = ADDITION 2 STORY ELEVATION zz �"-' ADDITION 11x11 WOOD _F1 oil ,_ ,; GIRDER TRUSS i�c 3'-0" 1'-5 1/2" COLUMN TYP. 7 1 1/2„ ABOVE ®tea 0 .r ® - - - - - - - - - �, J A, U-1 �,C3 I I N tt.. o a II 0 w KEY PLAN I I 1 I I I =_- . v 2I-W . i_ o � I I M 11X11 WOOD - MECH 0COLUMN TYP... . .. ....... _ 1q.x20 rrr HKITCrN � rE do I DESIGN/COOPERATIVELLC o I II r _ 21'X8'-0' — — — — — - NOTES: PERAB DOOR I I �-�— — — — — 1032 HENDRICKS AVENUE 1. HATCH AREA INDICATES EXISTING 0 JACKSONVILLE, FL 32207 I I I I 5 6 7-6 r SYSTE 904 TEL/ 290-1032 HOUSE O TABLE ( ) a I II I II II II I 18.5x13 'I I Os II II ; I -5892SEATING FAX/(904)592 ce 2. DOOR DIMENSIONS ARE TO ROUGH En ]77., ° Ln www.dcoop.comBAR SEATING., DINING ROOM ce OPENING TYP., U.O.N. Z 3. EXTERIOR WALL DIMESIONS ARE TO 1607 - I I I I I I I I FL/AA26001646 III I II II FRAMING TYP., U.O.N. POOL - 2-2.°OS FOR WINDOWS W/ 6x16I I _ CLIENT J SHUTTERS. Keith &J enn Collierp 4. SEE ELEVATIONCOVERED UTDO��SEATING 5. ROOM SIZES SHOWN AR VAULTED, 2 APPROXIMATE. o is CEILING OWN COORDINATE I I I I I /- O I I M I I LOCATION WINDOW TYPE SH I I I I T o I I Z WITH DETAILED SCHEDULE. 1639 Sea Oats Dr ve I I _ Atlantic Beach, FII 32233 IIo .... ..... . li OP Lu 6X6 N ill e o »....._.».......... JACUZZI I I II II II C . r .r O rr - 7 7-0 7-0 7-0 71-011 I I 7-o1/2” _1� f 1 D a o I I N 7, 0„ r ,� r rr r rr r rr 0 6 0 CL 3'-11" 24-1 rr - ----- - - -= LIVING ROOM CEI I II i' r 1 r_Orr 3'-0 1/2" 2-10" 6'-2 1/2" 3'-0" 5'-10" 3'-0" 4-5 1/2 I I I I I I I 11X11 WOOD 7'-11 1/2 6 I I Lu COLUMN TYP. I II W — — — — — — — — — — — — — — — — — — — — — — — — — — — — _ — rr rr r rr rr GIRDER 00 W - - - - �- - - - - TRUSS - - - - - - - 14'-4" "' 9'-3 3 0 3-6 /2 3-0 4 rr I I � AaovE. �0'-11" Z -- 10f -- bo 30X68 ' I I r r. r rr Ln DECORATIVIf I I Q I I 3 0 .. 4'4"-- 15 6 DOOR GARAG O OO DOOR L — — 30X68 — — N ..:..:. SINGLE _ - - - - - - - - - - - - - - �. 1 / I- = G r - - - - - - `— / � I I � � - 15x15 � rr r i C) o DOOR WITH a, 30X68 SITTING'ROOC<1, EXISTING 8.6 Q 25x12 TRANSOM SINGLE LITE I I _ U WORK AREA DOOR WITH I YWY ull u -9 3-0rr rr 9 4-10 3 0 v=.. _jTRANSOM I uu a Ilu .. r-- 3 IIII II p 7 r W NJ - 30X68 _ I HALF.J Wa iv o _ MECH I I ` REN 30X68 SINGLE LITBATH TINGcn p rM ABOVE EXISSINGLE LITE z OPERABLE DOOR DOOR aO ® DOOR o � SYSTEM - J 1'-10" 4'-2" - - - - - / O V 3. •^ T Z Ur [V II I I O OFFICE CL05Fl16x23j 3,_Orr MASTER BEDROOM _ I r_ rr LL- m _ 11 0 1 O _ 14x21 ! I DATE: 7.2.2014 00 r+ o EDkOOM' M N 24x38.6 I I -- - , `,,� ... BATH`''.. r; 1 i _......__..__._............... __....._..__...._......._ a = 4 CAR GARAGE B o ----- JO'-71' 3 110 B I H I _ I - (3) 2-6X5-0 /...1 CONSTR. REVISION 1.16.2015 o p o cn I ...................................._..__........__..................................... M I o _ 3-1 9-5 2-1 3-021- 31-51 - a r rr r rr r r. r " 9,r 10'-3" _z„ \ I ... uj I I _I .� 2 L / it o un 1 r 0!' 24x10 'v 9r_3rt....... ori', 21-0.. _ �............. D s o MASTER CLOSET _ N O _r f r ...........................................__._............................... W ' ' cV T-_ -T — _. ................................._._....._.........__........ u C) t > O - r n r_ n r_ u r _ 16'X8' GARAGE = 11x23 I 3-0 3 9 4 0 9'-2 1/2" 3'-0" 13'-9 1/2" PROJECT NO: 13104 W 16X8 GARAGE MASTER BATH r ING�w cn DOOR DOOR Ln '-0" 61-1011 F0 c OPEN U- — I o Cti 1%�s o �NICRGENCY EGRESS C7P�NIN O CLEAR e I ptQ® 7 SQ. ET•M��' ON GROUND F�pOR zN I I M �o6AStotA G SEAR®�� �s�oras: _ _ - MIN•NST 24" IG N ori I� lou o oA c N W z levi M FIRST FLOOR z FIRST FLOOR PLAN 0 T-111/2" 16'-0" 5'-61/2" 2'-0" 2'-0" 8'-0" 3'-0" i6'-0" 2'-0" 4-0' 1 3/16 ln_1�_On PLAN 2'-6" 16'-0" SCREEN Tt® / pry' WOOD SCREEN 11`1 WOOD SCRgjC 48'-0" SEE ELEVATION G ey��` _ 35'-0" SEE ELEVATION STAjgV4xf P R S�G1;►Q Cp;� Q► sml-L$�pReR� �N o Al 01 0f THS 83'-Orr <, f F- 2=rr w EXISTING SECOND FLOOR �,- 0 1 / r INTERIOR LAYOUT TO BE J EXISTING SHOWN RECONFIGURED AS r J 2 STORY —` LL' W > � (7) M 6� w _ 0 O O _;o NEWEXISTING V) COVERED 1 STORY 3-2 r/2 ® _..I ❑ PATIO U- 0 Q o w H ' r VLn NEW EXISTING FIREPLACE 1 STORY NEW TO REMAINCe 1" / 10`3„ to u' ADDITION 2 STORY a Lu ADDITION SECOND FLOOR PLAN EXISTING RENOVATION W 2 �� 3/16 -1�_0 XKEY PLAN NOTES: 3.p„ I w1. HATCH AREA INDICATES EXISTING NEW WD. RAILING = N.T.S. HOUSE SYSTEM. SEE ELEV. 2. DOOR DIMENSIONS ARE TO ROUGH 0 f- OPENING TYP.' U.O.N. =O 3. EXTERIOR WALL DIMESIONS ARE TO i= FRAMING TYP., U.O.N. 4. SEE ELEVATIONS FOR WINDOWS W/ SHUTTERS. DESIGN/COOPERATIVELLC I- 5, ROOM SIZES SHOWN ARE 1032 HENDRICKS AVENUE APP JACKSONVILLE FL 32207 nQ INDOW TYPE N COORDINATE ' )290-1032 ZWITH DETAILED SCHEDULE. FAX 1(904)592-5892 www.dcoop.com p ,. ....... ...... ............. ......... .... ...., i FL/AA26001646 J .. ........A, I I / i O 102'-4" __..___. . . I % Z CLIENT ............................. „ ... „ „ % Keith&Jenn Collier 48-6 21-5 1/2 1 -1 _ 16-5.::1..2 .......... H ......... ......... ...... .._. 5 / i „ „ „ / O / L CATION w 17 1 / 3 0 2 1 3 D / 19 9 2 4 3 3 3 8 1/2 3-3 3 8 1/2 3-3 1 11 1 2 „„ 15 1� 2-0 2-0 �0 2 y0 - 2 4o -0 2�0 2 5 1/2 r, % 1639 Sea Oats Drive V L, i Q Ylo 10 lo Atlantic Beach, 1 32233 - ...... Q i w f ? 4 r : € I Lu m i >;...: .... .. . ................................... . .......... .......... ...................................... Lu i .._ .............._...... i j ..... ... ....... ... .. ........ ....... ... ................... ........................................................................ .. ..... i t cn N ERIOR WALL FINISH IN = f- HE SAME PLANE. BRICK M j r` BELOW WD. SHAKES y Z iv ABOVE,SEE ELEV. Q o ol 42" HIGH GUARD RAIL OPEN TO BELOW r' N j Lu SYSTEM ;' 4 \ .. ........ . . .. .. .................................................................... . o — _ N 12X38 a io 0 19x47 = PLAY AREA o \ ;.. O M M ATTIC - = ... 00 O STORAGE U fV N s N .. ............ ............... ... ...... ....i._...._..... o01 0 Lu 7,_3„ 3'-0„ 4„ 5'-111/2" 5-111/2" 9„ 3,_0„ 7,_9„ ,_1„ 3,_4„ 5„ — Le ❑ o '-� = » ............... ...... LL i� DN € o M 4 TREADS @ 11" = T-8" o 00 "' i , fV 6x5.51 6x5.5 cr, in 2 TREADS @ 11" = V-1 ;€ a N CLOSE' I CLOSET O ATE. 7.2.2014 .... . ......L:.......... w 1— ^' 1 T D 11 " - 1 '- " 11 CONST. REVISION 1.16.2015 op . 15.6x11 \...�... ......:. �04 .......... ......... _..------ .. BEDROOM BEDROOM -' C___j0 o GO N / i LA _.. ....... ... Z M / I : / uj U -01 9x6 - cn OATH o 9x6 L -- - = —= BATH _ _ - M ........_._,__............................._............. Ce E® 0 M M N PROJECT NO 0 1'-7x5'-0" N 1� 13104 H 00 M '� �a ,pp Lu t0p0A1X01 17-1 1-9 1/ " Y-0" 2'-l" 31-011 11-9 1/;- 191-3f' 4'-0" 3-3 61-011 2--0" 4- 2-0 6-6" 3-Y 4'-0" '-10 1/2' 2-0 -0'2'-0" -0 121-O 0 12F-O" 0 214, j1-5 1/2' EXTERIOR PLANE.INI 1 IN z 5 BELOW WD. SHAKES CK Z 48'-0" MADa � 5, '-0" 19'-4" ABOVE. SEE ELEV. 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NEW EL - % DESIGN/COOPERATIVELLC �j GFI Ha O RECESSED CANISTER r 1 f ca L 1032 HENDRICKS AV ENUE GFI DUPLEX WALL OUTLET I JACKSONVILLE, FL 32207 CEILING TEL/(904)290-10322- -2 VAULT=APPLIANCE RECEPTACLE O LIGHTING SPEC L-2I FAX/(904)592-5892 L 6 % www.dcoop.com `$ SWITCH J= TELEPHONE L.... ,,, _ _I....... I ,..:! r I FL/AA26001646 ° _� , I .. ....E w 0 9 WALL SCONCE GDo GARAGE DOOR Ir:: lI .. i I rCLIENT/ L-2 L-2 Keith &Jenn Collier Z SUSPENDED PENDANT CABLE TELEVISION _ i c') L 6 �-, .. I LOCATION I_. ! L_g ' % 1639 Sea Oats Drive LLII ® ! .: _ VAULTED CEILING 1 I I f U EXHAUST FAN O SMOKE DETECTOR 1 r . r I Atlantic Beach, FI 32233 r.. I -7 L> > \\ ... 3-WAY SWITCH G® G v V i.T�L V-0,R i s ::�—-- I CL !.. I,., I I.. . .... a— ................. Lu I I:: � v � r- r TO HOUSE LIGHTS i \ _2 L-2 -2_ % ��'L 2 L (L-2 I .. 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STRUCTURAL T&G DECKING ON 12 ::' I . ,: 6, is L.:: i; FRAMING 4 : u ;; L // HEAVY TIMBER F INGill , L . . .: ..... , // DATE. 7.2.2014 OVER FRAM I. :.- :. :::•.. / 1 ;: ;: � / a :.i:. J. 1111 ::. il: .._.: - a :.. 1111:? _ `.J. ': : <; : .:�:..1'111'. .:.s ...:;., 1111 .. ..,- -_ ,.: �..�. - .;'� � ,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,",,,""",,,,:.,,.,""„""-"""."""_..,.,..,,,-„_,,,..-,_,,.,-,,,,,-„__-_,_ . . .. .... ... -...> ..,:'11:',:11 1111..:.: ........ ..:.:... :: .:;.. .:... _.,:.. ..,. .. ..i, .. .. ...,: ,.. .. .. ..:.. ,.. :., :. .:.:. :...., ,;,., ,.. 1111. _ .. 1'11,1: 1111.'„ ° :::_.:. •,,.. O % � :-�=_.:: ..- - ---�'-'-=---=='---:___�--'---_-_`-__:,_.--- _r..: ,:y, 111 1..,. �., ;,. -.. ;;!.., <;;. /- 11 j _ _ `, SECOND FLOOR F.F. 1 CONSTR. REVISION 1.16.2015 CL - -- i- __ .11 :;:;; 12'-2" "."....-.._....................................................................".............-....-...._-_.....-.... w - - -�- --- - 9 . :: ,. :.:c ;: . . : .. _----....._...-1111"..".............. _.._...._--------_ .............._.....-1111"1111.._ F- - - „ F F Ln VAULTED CEILING STRUCTURAL RIDGE BEAM ---_ 101-911 ................_......_...__...-.---------------------.------.........___..-----.-.--_-.--.:-1111"...:--. _ BONUS R k-, ROOM FLOOR . ::: ... --- - I I ) I -:.:_ - L; / -- ' - - . . . _._.-1111 __"..".""1111""..."""......."1111. z - - ----- _ - - ---- - ... T _ :; I 7i' . Q _ I I, I : .. .......... N " / ,. i:: W r L., I L..... �+ I ;I f:`. . l I . 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Z 0 20 7 13 0 7 3 20 0 2 20 20 �13 20 18 2 18 0 1 3 NEW 1 STORY ADDITION o (D 4 3d I :�Y ELEVATIONS Z A204 A204I 1-4 11,111,1111,11,1111, 11,11111 `�. 2 SOUTH ELEVATION �� A203 - o- = SCALE: 3/16" = 1'-0" I-_ . 4 \ LLJV LIJ s V_( / w JLIJ w 0 j O / uj o Lu j z P 1 0 Ce Lu z STANDING&STICK MEMBRANE, 3/4" DECKING, w ON 2X10 WD. JOIST STRUCTURAL HEADER RIDGE VENT I) OVER FRAMING STANDING SEAM MTL.ROOF,ON Ln PEEL&Lu STRUCTURAL RIDGE BEAM T&G DECKING, ON HEAVY MEMBRANE, HEAVY TIMBER TRUSS SEE W STANDING SEAM MTL.ROOF,ON IZ STRUCTURAL.TRUSS ON END BAY PEEL&STICK MEMBRANE,3/4" 4 ONLY U-1 = DECKING,ON PREFABRICATED WD. TRUSSES ��� fi �� __GIRDER TRUSS SEE FIRST FLOOR PLAN FOR LOCATION 12 GLASS GLASS 4[ DESIGN/COOPERATIVELLC / ���"Y" 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 GIRDER TRUSS SEE FIRST FLOOR FAX/(904) 592-1032 / 1221-4" TEL/(904)290-1032 PLAN FOR LOCATIONr- Z OPE E PERABLE26 5 n www.dcoop.com O WALL/ OR 7v L/DOOR FL/AA26001646 Lu O _ O BATT INSULATIONCLIENT o Keith &Jenn Collier LOCATION 1639 Sea Oats Drive Lu QI t Atlantic Beach, FI 32233 0 21-0" I - a LuS SECTION E m � CTIO N Lu 4 SCALE: 1/ A" SCALE: 1/4" _ w i / J 0 u LL j —.0000 o 0 - z1 w - 12 3 w012 ILI 4 I DATE: 7.2.2014 0 12 1 CONSTR. REVISION 1.16.2015 Lu _ .....__............................._....._.__.... 3 H Q Q .. ......_.........................._._......................................................,.._..,...................... Lu U _.__................._...___............_. _... . .. �Y u ,1 cn °' d PROJECT NO 13104 LLz . Lu j z 0 1 7 9 7 PARTIAL E LEV FILL IN EXISTING WINDOW SOUTH ELEVATION OPENING TO NEW WINDOW ELEVATIONS SCALE: 3/16" = 1'-0" SILL HEIGHT 1 SCALE: 3/16" = 1'-0" _ � j GENERAL NOTES ALL-THREAD NOTES EPDXY NOTES a- 1. 1. CODES USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 1/2" DIAMETER BARS PLACED AT 4' O.C. IN ALL EXTERIOR 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER O c7 EDITION,ACI, NDS,APA AND ASCE7-10. BEARING WALLS,4'O.C. IN ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE ON PLANS. EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPDXY GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 00 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOWN APPLICATIONS MAY 3E " w CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. COUNTED AS PART OF THE DESIGNATED O.C.SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE W ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: o 3. CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS AT THE JOB SITE PRIOR TO 3. PLACE ALL-THREAD RODS WITHIN 6" TO 10" OF EACH CORNER AND AT EACH INTERSECTION F o z COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. z 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR A. PLACE SHEARWALL RODS(SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS a w THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN z' o o C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. .0 F= O OTHERWISE ON THE PLANS. o a O D. PLACE ALL OTHER RODS. 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 E TO THE CONTRACTOR A REPORT OF THE SUBSURFACE CONDITIONS. 4. ALL-THREAD SHALL BE DRILLED AND EPDXIED INTO FOOTING WITH SIMPSON SET EPDXY PSI AND TENSILE STRENGTH OF 2,300 PSI. W CO w z OWNER SHALL PROVID w > SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND H113H fn DESIGN IS SPECIFIED WITHIN THESE PLANS. DESIGN OF THIS STRUCTURE WAS PERFORMED UPLIFT TRUSS CONNECTIONS ARE SPECIFIED IN THEIR RESPECTIVE DETAILS. 4. ALL HOLES SHALL BE DRILLED WITH A DIAMETER NO LARGER THAN 1/8" GREATER THAN THE DIAMETER OF THE STEEL MEMBER BEING INSTALLED. ASSUMING 2000PSF SOIL CAPACITY. 5. WHERE NECESSARY,ALL-THREAD COUPLERS SHALL BE RATED NOT LESS THAN 3200 LBS. 6. THE SCOPE OF WORK OF THIS PROJECT IS LIMITED TO THE CHANGES SHOWN ON THESE PLANS, 5. ALL HOLES SHALL BE CLEANED WITH COMPRESSED AIR AND SHALL BE DRY PRIOR TO THE SCOPE OF WORK SPECIFICALLY EXCLUDES ANY AND ALL ARCHITECTURAL, 6. MINIMUM EMBEDMENT OF ALL-THREAD SHALL BE: INSTALLATION OF EPDXY. HOLES SHALL BE FREE OF ALL DELETERIOUS MATERIAL SUCH AS WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. LAITANCE, DUST, DIRT,AND OIL. 0 0 0 I� N � O �- O 6"-TYPICAL WALLS, MONOLITHIC FOOTING 7. EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL 7"-EXTERIOR WALLS,STEMWALL FOOTING 6. CONTRACTOR PERFORMING EPDXY WORK SHALL BE AN APPROVED CONTRACTOR BY THE z EXISTING/NEW ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND 8"-MASONRY WALLS MANUFACTURER FURNISHING THE EPDXY MATERIALS, AND SHALL HAVE NO LESS THAN FIVE NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY YEARS EXPERIENCE IN THE VARIOUS TYPES OF EPDXY RELATED WORK REQUIRED IN THIS INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN CONSTRUCTION 7. ALL-THREAD EMBEDMENTS FOR SHEARWALLS AND HIGH UPLIFT CONNECTIONS ARE SHOWN IN PROJECT. A NOTARIZED CERTIFICATION FROM THE MANUFACTURER ATTESTING TO THE z° N M DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE CONTRACTOR SHALL PROVIDE ALL THEIR RESPECTIVE DETAILS ON THIS SHEET. TRAINING SHALL BE SUBMITTED TO THE ENGINEER/ARCHITECT ALONG WITH THE PROPOSAL TO TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER DO THE WORK. MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING 8. USE 2"SQUARE WASHERS ON ALL-THREAD AND ANCHOR BOLT LOCATIONS, U.N.O. CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. 9. WHERE THREADED RODS ARE NOT ABLE TO BE INSTALLED DUE TO FIELD LIMITATIONS, IT IS ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) R W CONCRETE NOTES OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1/2" d ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP. z 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. W z 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS > W z 2. 6X6 W1.4 X W1.4 WWM TO BE PLACED IN THE CENTER OF THE SLAB. WWM SHALL BE LAPPED 8". ACCEPTABLE TO DRILL THE THREADED RODS THROUGH THE HEADER AND FASTEN THE BOTT M Z THE USE OF FIBERMESH SHALL BE ALLOWED IN LIEU OF WWM. MINIMUM FIBER LENGTH= 1/2". OF THE ROD WITH A 3" SQ WASHER AND NUT. IN LIEU OF THREADED RODS, SEE SECTION 3 z = M AND 5/S5 FOR STRAPPING ALTERNATIVES. W Z N M 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON Lr` EL W PRIOR TO POURING. 2 O W 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, J O � W COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSW co ITY FOR TWO FEET BELOW THE BOTTOM OF THE V U FOOTING. z W Y z ~ l' �r� J 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. ? V J 0 _j 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", t W O m Q WHICHEVER IS GREATER. Q 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". F- 0 O J 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; 8.1. 3"FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 8.2. 2"FOR CONCRETE EXPOSED TO EARTH AND WEATHER 8.3. 1 1/2" FOR CONCRETE NOT EXPOSED TO WEATHER OR EARTH FOR THE PRIMARY - i REINFORCEMENT. I 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN, CONTACT THE ENGINEER OF RECORD. T O N r. �\ � .n U" .R U` N U` u7 10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF 04 mC7 mC7 DC7 mo STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. s o v Q o t 11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STEMWALLS, THE TOP TWO COURSES OF STEMWALL MUST BE FILLED. FRAMING NOTES ' 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING Y' CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. W 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE Q ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. O U 7. DIMENSION LUMBER 7.1. ALL MEMBER SIZES GIVEN IN THE DRAWINGS ARE NOMINAL DIMENSIONS 7.2. WHERE POSTS ARE CALLED OUT, HEADERS SHALL BEAR FULLY ON POSTS. 7.3. ALL BEAMS AND JOISTS NOT BEARING ON SUPPORTING MEMBERS SHALL BE FRAMED WITH SIMPSON STRONG-TIE JOIST HANGERS OR EQUAL PER APPROVAL OF THE ENGINEER OF RECORD. THE JOIST HANGERS SHALL BE NAILED WITH NAILS MEETING THE DIAMETER AND r LENGTH PER THE DETAILS. U 00 C14 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED C. rn11- BELOW: L0 C*4 8d=0.131"x 2-1/2" APPROXIMATE a v � mm 10d=0.148"x 3° SITE LOCATION " o '0'0 s 12d=0.148"x 3-1/4" U L-LL 16d=0.162"x 3-1/2" c6 O 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN N AND/OR THE FOOTING DETAILS SHEET. (D N CO 95' CD N "' u- 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. � LL .� X a�a) m N LOAD TABLE; Q � � o M -2 ' O co j 00 N U) rn N ROOF: /��� `° 0 't LIVE LOAD: 20.0 PSF ( %/ / %// f %. DEAD LOAD: 7.0 PSF / U <$ a` CEILING: 10.0 PSF 130 MPH "� x as ►Y°° ° ��` �� LIVE LOAD: LIVE LOAD-STORAGE: 30.0 PSF 10 s DEAD LOAD: 5.0 PSF j � t Off% COMPONENT AND CLADDING �i FLOOR: 95, 40.0 PSF 95. LIVE DESIGN PRESSURES ' DEAD LOAD: 10.0 PSF •° DECK LIVE LOAD: 50.0 PSF / EFFECTIVE END ZONES, PSF INTERIOR ZONES, " I CJ U 'G .-Y� ®8 WIND LOADS: AREA, SF SFS WIND SPEED: 130 MPH EXPOSURE: C 0-20 24.4 -32.0 24.4 -26.6 Sheet No. IMPORTANCE: 1.0 FROM FIGURE 1609A, FOR RISK 20-50 22.9 -28.8 22.9 -25.3 BUILDING CATEGORY: 11 LEVEL II CONSTRUCTION, 130 MPH ENCLOSED BUILDING: INTERIOR PRESSURE 50-100 21.6 -27.2 21.6 -24.0S1 OEFFICIENT: 0.18 ROOF PITCHMATCH EXISTING D U VAL COUNTY WIND SPEED MAP 100-200 20.8 -24.4 20.8 -22.9 THIS SITE IS NOT IN THE HURRICANE WIND BORNE DEBRIS REGION. NO OPENING PROTECTION IS REQUIRED. 1 of 8 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. a CONTINUOUS BOND BEAM WITH 3000 PSI (9 (9 0 Q CONTINUOUS BOND BEAM WITH 2500 PSI CONCRETE AND(1)#5 BAR U FINISHED GRADE CONCRETE AND (1)#5 BAR m FIBER REINFORCED CONCRETE SLAB,4" FIBER REINFORCED CONCRETE SLAB,4" � F THICK UNLESS NOTED OTHERWISE ON _ _ THICK UNLESS NOTED OTHERWISE ON ; [lidd H [lid H co w PLAN. - PLAN. > q w VARIES WITH GARAGE SLOPE / _ 8"X16"CMU STEMWALL.STEMWALL = = 8"X16"CMU STEMWALL. STEMWALL - - -- SEE TYPICAL STEM WALL DETAIL CONTINUOUS BOND BEAM WITH C; ❑ VERTICAL REINFORCEMENT TO BE#5 1 1 - - ' - _ - DEFORMED BARS AT 48"O.C. FILL CELLS = a VERTICAL REINFORCEMENT TO BE#5 ; -_ \ - FOR REINFORCEMENT DETAILS. 3000 PSI CONCRETE AND(1)#5 � _ = WITH 3000 psi CONCRETE. _ _ -_� _- DEFORMED BARS AT 48"O.C. FILL CELLS ; ;' `--� - ° e ; °�_ BAR W - -- — - WITH 3000 psi CONCRETE. ; - _ — $X8 STEM WALL. FILL CELLS -0 2 w -IIII I- -_�- _ - - r=- ;' ; - -- - a END VERTICAL BAR OF — _ _ I- - WITH 3000 PSI CONCRETE AND Z O ai tL _-I I I=I I ONE STORY: d=8', b=16 , (2)#4 BARS — — ONE STORY: d=8 , b=16',(2)#4 BARS ° _ _— _ _ — Z U U =j- —I I TWO STORY: d=10", b=20", (3)#4 BARS I� II I�I i I Ell_ i I I I I I j- TWO STORY: d=10", b=20", (3)#4 BARS ;' ` ` - _ q, ° r RESPECTIVE WALL SECTIONS. - _- ( I I- #5 VERTICAL BAR AT 48"O.C. 0 p — _ — - - - `` - e r — I _ — FINISHED GRADE ' a O IY I I I I I I - -. ( f I _ - —I I THREE STORY: d-12 , b-24", (2)#5 BARSIL � — THREE STORY: d=12",b=24", (2)#5 BARS V — _ _-_ - W ❑ ° ° b °, m _ = I I— ( r- -- _I I- 10"X10"CONTINUOUS FOOTING ai W z 0 d — — > > " d =1 I VERTICAL REINFORCEMENT TO HAVE 9" ; ; — — = = — — _ _ — WITH (1)#5 BARS CONTINUOUS. ❑ W W d a I VERTICAL REINFORCEMENT TO HAVE 9 BEND AT BOTTOM AND BE EMBEDDED 4" ; I — ( I ( - •° BEND AT BOTTOM AND BE EMBEDDED 4" I I:- I I- ; ; ; El _ INTO TOP COURSE. _ ' a — ai —I I INTO TOP COURSE. 16"TALL STEP UP. USE#5 Z-BAR = �. I. °: #5 REINFORCEMENT, DRILLED ° AT EACH BAR LOCATION IN AND EPDXIED USING SIMPSON Cl) It In I - b _ 11- -�'—III FOOTING TO BEAR ON FIRM =III-I I (-III-1 I ( III= FOOTING TO BEAR ON FIRM UNDISTURBED ; / -I - = g d' ° RE$PSECTIVE FOOTINGS. III a.. i. ( - SET ADHESIVE.SPACE BAR AT 0) 0 0 SOIL. -I MINIMUM 40 BAR DIAMETER LAP. —I a . — 48 O.C. 1` N UNDISTURBED SOIL. ; I __— , I 91— , — f! — �-- _ _ _ ;' ;' ; I I I--I,—I�—1 ( I=I (—) I —I tl 16 1 101—I (-� (n p O c- O GARAGE STEMWALL FOOTING ! V-0"' ' I I=r i i iii— =I j j j j I—III—j j —) I I- UNDISFOOTTURBED ONG TO R ON FIRM 0 TYPICAL STEMWALL DETAIL 111 Z IN M 2 3/4"= 1'1 11 -0.1 -` STEP UP DETAIL OFF—GRADE FOOTING l 3/4I'= 1'-0" r fil j I i I I 1= 1 11- Z 1 I -III_, 8" X '-1 X--III j 8,�- I 6 MIL VAPOR BARRIER OR EQUIVALENT ' - _ _ ; W Z C) WATERPROOFING BETWEEN COMPACTED U N SUBBASE AND FOOTING/SLAB - ;' z Z M ONE STORY: X= 12"WITH(2)#4 `- -I 18'-71" ( 15--1 01" W Z J TWO-STORY: X- 16 WITH (3)#4 2 ( 2 W Q LL THREE-STORY:X=20"WITH(3)#5 3 I I I• -'T -------------------- --------- ---------------------------------------- �... 2 ----------------------------- S2 1 ' INTERIOR BEARING FOOTING �/W(/ I ' '1 ----------- ------------- ° ' W II I r-------------------- --------- ------------- ------------------- ---------------I , O 3 q I ; U m --16'-G I-11 Iot I I' I d, I I 7 W (,,U-_ IFD 7-92– 7-o' r� �'-0"I; I I j I ..J Z I rL_ I; C i - J O J I ----_-----I - - - t Co I/ + — - - wz J L_:_J L_ - I I 1 I W SEE PLANS FOR CURB HEIGHT -;- T L f�&Yp I TYP I I I I i• I i C 1 n � QO Mbv If I I' I -III=1 1= I li i j i j I i I " 9'-5 8" X 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN I I I 'I I ;1 COMPACTED SUBBASE AND L__________________'� ------------- I \ FOOTING/SLAB ' _ I 1 L------------- I r------------------! ONE STORY: X= 12"WITH(2)#4 TWO-STORY: X= 16"WITH(3)#4 THREE-STORY:X=20"WITH (3)#5 I I I II I j j _ I� M� I I U U U o V � > N � U' 0` � O L Q W I ❑ U Q ❑ BEARING CURB STEP SECTION a. N °° N �S2 I I I I I 1 1 I I II t t o _ .., i TYP co I r 2'-72" 't M N 92- e­ �' 7'$" 16'-10" 22'-92 rn I I I I j i I I iI { 2 1 II 2 7'-0" 21'-0" 1 71-0° 71-011 71-92° 11 2 —L—� r— —� r—T— , —I- I I I L----------------+ j 1-----------------1 I i LI--------------= -- it _ __—_—_—_— —_—_ I _ _I I �� t I • 0 1 1 I 1 Irr_—_-----------_—_—_—_—_—_—_-I_- - ---I------------- ----------- 1--------------- r------------------------------------------------- -- 7 ----------------I r---------------A r----------------� I I I I , _ I I I I I I I = I I I i ; L I r. I—r———— L----t� I r—�---J L---J L---&YP L-T - Lr-1-' 1 I L---�--------------* r----J 1 IL I I -------------------- - I1 1 C LO 3 I I 1 11 1 1 11 1 1 Q ------ --- L _ I I 6-2- 7-0" 7-0 T-0" 7-9- I S2 I ��� ( ; I I I jI r- ��� I I ; 2 z I r •I t I t j 2 E 20'-11" 23'-0" 14'-9" L__ I ( I t I 17� t I I I I I I I I i ; ------- ----=-- L-_____ - , 1 i t -----------i r----------------7 r---------------7 --------------- r7 ---------- 1 , 1 ___—___i --_ ___-1__ —_ __ —- _ O t J L_._J L__JJ L---J L_-- 1 ' - _ 1 L_----_ I i N �TYP I i t---- ------- li ------- -------� r---� I I - - - -- --------------- O I I I i -------- - I LL I I I I I L______ ________________________ _____ ----' S2 S2 -_ i ______ __________________ ____-______------- I I Y. I I I I I I I I N� 2 2 1 i i i l l I a C cn co I I S2 q 8"x8"THICKENED EDGE WITH t I I i I I ' ; N I I (1)#4 CONTINUOUS S2 t S2 I A j j i L------- _: --'; c �Q 0.U I I I I I I Wm I I g 18"x18"x12"DEEP FOOTING I I j I I I ► ' ? � co ❑ N I I WITH(2)#5 BARS EACH WAY ► I I I i ) I " U ti ti I1 I I I N U 30"x30'x FOOTING i I I tSf o °Q I I WITH 3 #5 BARS EACH WAY 411 I I I 3 j I I I In 0o I i I I t p 48"x48"x16"DEEP FOOTING j I S2 S2 I I I -j I I c cn I I � WITH (5)#5 BARS EACH WAY a� 4 x ry m I I E 24"x24"x12"DEEP FOOTING S2 I I I I q m I I I v . o 1 M I I � WITH (3)#5 BARS EACH WAY I I I , I � I I I I 1 C r o I � I I N In rt 1 � + N m .x I I I I I j l � II,1 i omo O M W I L_____________________________________________________I__ _.I-_----_-___- _ -__---------------------------------------------------- WA' -___________-__ ___________________________ r -- I 2 2 i ------- --------------------------------------------------1-------------------------------------------------------------------------------- -f----- � S2D YS293r--___L----- ----i------------------------------------------------ -- -- ------------------------------------------- I i I S2 t I TURA pl,AG6MEN7 � '� •. • °�®®�� $TR1�C+ � p1•AN ---- ---------------- I I Np't VEAiFPERiE 8Y ANYON F� Yg� '..® ° �------------------ -------------J I t INgP.I -- �'ANDARD COUNTY ----------------------------------------- ------------- She e o 711-6-1.. 16'-10" 16'-10" 47'-11" 35'-2" 19'-0" �� � - 83'-1" OUNDATION PLAN 2 OF 8 This document together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Com;uAng,Inc.,shall be without liability to Alexander Grace Consulting,Inc. A C7 C7 C7 FRAMING NOTES AND LEGEND a Q TOP AND BOTTOM PLATE MATERIAL: 2x N 2 SYP, U _\ o. NO. m STUD MATERIAL: 2x No.2 SPF, UNO, o00 2 w HEADERS: o W ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, o 0 UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X r z ! 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO ( j _ MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE w 9 // THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. a) w S7 (2)2X6 2:1 j j �`\ z 0 W tr_ !/ HEADER NOTATION IS: z O O f !/ o a O R ( -_�! NUMBER OF PLIES IN HEADER c�j 0 w w F FNUMBER OF KING STUDS W 0 z fn o W >W (2).M.2:1 x612:1 ( ( !! NUMBER OF CRIPPLE STUDS ce to LSIZE OF DIMENSIONAL LUMBER o 0 0 r r N g _;/ SHEAR WALLS: o ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE zz / TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC fn ( )2X6 2:1 !% THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED I5; Z j� 6 BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, !/ S7 ARE NOTED ON THE PLAN. S7 _�! g i SW V V SEE DETLOCATION AILS FOR FASTENERS �r �= S7 ® �' DOUBLE 2X10 CEILING JOIST FOR RIDGE 0 (2)2X8 2:1 (2)2X6 2:1 O BEAM SUPPORT, UNO. W z PORCH/GLULAM BEAM V Z N g H z Q N (2)2X6 1:1 S7 W Z M 2X8 # HIGH UPLIFT DESIGNATION. W 0 O \ Q- U _ A - ST-# DETAIL NUMBER O W Q 0 (2)2X6 2:1 — X SHEET NUMBER O W m U (Y `� 3 3A 3A (2)2X6 1:1 S7 S7 S7 (2)2X6 1:1 9 TRUSS/BEAM LABEL z W E-- H01 NS 7 (2)2X12 3:2 0 J UPLIFT CONNECTION U) O --I Q X H02 (2)2X6 1:1 O W m 6X12 6X12 U o INTERIOR BEARING WALL F- (2)2X6 1:1 0 TYP, BEAM TO BEAM E 3A 3 O 1-STORY THREADED ROD CONNECTION I i I I S7 S7 e 8X8 6X12 ® 2-STORY THREADED ROD POST j i i ii �i ii li i i -777777777777 II ;C (3) 1.75"x14"2.0E G-P LAM __ q INDICATES GLAZING CLASSIFIED AS END ZONE. LVL.WITH 1/2"X12"X22'-0" ---; EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF PLATE E, PLATE G, >, LONG FLITCH PLATE.5 (2)2X6 1:1 STRUCTURE WILL BE CLASSIFIED AS INTERIOR N BUCKET BUCKET KINGS,3 CRIPPLES. ___ ZONE.SEE"COMPONENT AND CLADDING DESIGN Y o 0 o U N I C-- PRESSURES, ON COVER SHEET, -cL - o 6X10 RIDGE 6X10 RIDGE I X o Ii yE GABLE BRACING LOCATION. 22 (2)2X6 1:1 9 6X10 S8 S7 RIDGE 6X12 E (2)2X12 3:2 l - � 6X12 ( 11 � � �- =: z --- - I A E PLATE E, W J (2)2X6 1:1 BUCKET VERIFY OR PLACE DOUBLE STUD GROUP UNDER B OA OBEAM BEARING.FASTEN BEAM TO STUD GROUP /B 6X12 6X12 11X11 POST W WITH (2)MSTA24. FASTEN STUD GROUP TO FOOTING POST (4) 1.75"x18"2.0E i X W H02 1'1 G-P LAM LVL 4:4 - WITH LTT20B. USE 10d NAILS IN ALL HOLES. `J O (4)2X12 (2)2X12 (2)2X12 A PLACE POST UNDER BEAM BEARING.SEE PLAN FOR z A B� 11X11 POST SIZE. FASTEN BEAM TO POST WITH (2)O F B , MSTA24. FASTEN POST TO FOOTING WITH CPT88Z. POST S O (2)2X6 2:1 USE 10d NAILS IN ALL HOLES AND "ANCHOR BOLT 2 1 2 2 1 2 2XIO 2 2X10 � L.L X 0 2 2X10 2 ;� _ 6 O O O O 2X10 O A � EMBEDDED 8 INTO FOOTING. (2)2X6 2:1 - _- _-( ) : (2)2X12 _ -----------I I I x FASTEN LAST STUD OF PROPOSED WALL TO U. EXISTING FRAMING WITH 10d NAILS AT 3' O.C. 7 (2)2X6 2:1 A U. J (2)2X 2:1 (2)2X10 2:1 S7 A (2)2X 2:1 (2)2X10 SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS 2 D WITH 7/16"OSB FASTENED WITH 8d COMMON NAILS (2)2X6 (2)2X6 2:1 (2)2X6 2:1 S7 A AT 6 O.C. ON EDGE, 12 O.C. IN FIELD. I (2)2X62:1 7 (2)2X62:1 I I I (3)2X101:1 (3)2X101:1 - --= C--� (3)2X10 1:1 HUC612,ALL HOLES FILLED WITH 10d NAILS. I I I I I (2)2X10 S7 I I (2)2X6 2:17 7 I I 12 I I I i C j LO S7 r--------------- S8 I-------------J I S I _______________ ___ F HUC410,ALL HOLES FILLED WITH 10d NAILS. c W< ------- �1-- --- --------- I r----------- q I -------- 1 I I F-------------------- —, aU (2)2X6 2:1 I I I I i I III I[T��� I I jj / ' O o 2 I I I 9 (2)2X10 \ I I l IL �' U li ti tv cu 0 'n (2)2xs2:1 -- ---��___ ---� I N N A :? I I I I I I ----------- -- tai S7 2 2X6 2:1(2)2X6 2:1 (x2)2X10 2:1 xc om -- ---- 2 m ------ o CY) -2 = OR I I i -------------- �\ 1 1 fn o - I l C -- ------ 1 1 N o Y N I r-- I- _ i I v d ---------------------- - ) I I I I - O CO -) rn -- C-- (2)2x62:1 ----I-r----� F---------------I ---1 f,�%) �',4 ' •, *hex ----L -- --------------U ^r u (2)2X6 2:1 6 6 Iu,,i �I j (2)2X6 2:1 (2)2X6 2:1 A INS-r I 1Y Uq 1 i S7 9 9 10 9 S IIII " m F(co!)) 0 (2)2X6 ° HI7 (2)2X6 2:1 S7 S7(4) 1.75 x18 2.0E (9(4) 1.75 x18 2.0E G-P LAM LVL 4:6 \ it 7 I I I \ I I I S7 G-P LAM LVL 4:4 II S7 1 (2)2X6 2:1 II I I I L----------- - g 8 1 II I i i irk-mi S2 S2 I i ffl W Ind .00000, (2)2X6 2:1 Sheet No. 2 s77r"%FIRST LEVEL WALL PLAN S3 % , 3/16" 3 OF 8 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace ContpAng,Inc.,shall be without liability to Alexander Grace Consulting,Inc. C, 1 ,91 0 0 U C7 C7 FRAMING NOTES AND LEGEND m 0 00 TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. W STUD MATERIAL: 2x No.2 SPF, UNO. o W HEADERS: Q ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X L: W fn 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO vi MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE Z' 0 0 O C j j THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a W 0 L HEADER NOTATION IS: Ow LL 0 z W _/! W 0 W W NUMBER OF PLIES IN HEADER `D NUMBER OF KING STUDS // (2).2x6,2:1 �t rn if L% / // ;L_` /! /� // NUMBER OF CRIPPLE STUDS W o o SIZE OF DIMENSIONAL LUMBER fn o / 0 / \ SHEAR WALLS: co ALL PROPOSED SECOND FLOOR // c (/ `\ \\ WALLS ARE NON LOAD-BEARING // ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE W Cl) Z N i \\ PARTITION WALLS. // TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. \ SW SHEARWALL LOCATION SEE DETAILS FOR FASTENERS_ I/ O \ W Z ~� !/ DOUBLE 2X10 CEILING JOIST FOR RIDGE > W Z BEAM SUPPORT, UNO. U Z) M \� zN PORCH/GLULAM BEAM W Z c W 0 Q • �- ----- ----- ------ ----- ------ ----- ----- ------ ----- ------ ----- ----- ------ ----- ------ ----- X HIGH UPLIFT DESIGNATION. 2 # W > Q ST-# DETAIL NUMBER O W m - I U � U F- X fn SHEET NUMBER fZ W L F- V _j O J \' TRUSS/BEAM LABEL J F- ---- ----- ----- ------ ----- ------ o m Q W U I UPLIFT CONNECTION OI INTERIOR BEARING WALL J I I I I \ I ( I � { O 1-STORY THREADED ROD I , , I 1 I I I I I a 2-STORY THREADED ROD LO 04 T p j INDICATES GLAZING CLASSIFIED AS END ZONE. > LO - STRUCTURE WILL BE CLASSIFIED AS INTERIOR 2 t Q m o j i EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF r- O 2 (9/ ZONE. SEE"COMPONENT AND CLADDING DESIGN a I i _ yy( i PRESSURES,"ON COVER SHEET. I ; I I GABLE BRACING LOCATION. I ; I l I I j ; J Z I i I I W I I VERIFY OR PLACE DOUBLE STUD GROUP UNDER t 7 7 A BEAM BEARING.FASTEN BEAM TO STUD GROUP W I , I , , I I S7 S7 O WITH (2)MSTA24. FASTEN STUD GROUP TO FOOTING J ' --------------------------------------------- -------- ---- ----- ------I------------------ -------------------------I -- ----- ------r----- ----- ------ ----- ------ WITH LTT20B. USE 10d NAILS IN ALL HOLES. v I ! 1 PLACE POST UNDER BEAM BEARING.SEE PLAN FOR z B Z (2)2X6 1:1 (2)2X6 1:1 ' POST SIZE. FASTEN BEAM TO POST WITH (2) O 7 I MSTA24. FASTEN POST TO FOOTING WITH CPT88Z. O 1 1 S7 USE 10d NAILS IN ALL HOLES AND I ANCHOR BOLT, S4 S4( i EMBEDDED 8" INTO FOOTING. 8" U MIR TYP I s FASTEN LAST STUD OF PROPOSED WALL TO W It 11 It 11 It 11O EXISTING FRAMING WITH 10d NAILS AT 3"O.C. 1aff � I 7 7 (2)2X 1.1 (2)2X6 1:1 (2)2X6 1:1 7 I 7 (2)2X6 1:1 (2)2X6 1:1 SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS O WITH 7/C" ONFASTENED WITH 8d COMMON NAILS AT 6 O.C. O EDGE, 12 O.C. IN FIELD. S7 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 (2)2X6 1:1 7 � � ' O HUC612,ALL HOLES FILLED WITH 10d NAILS. 2)2X6 1:1 00 cli ROOF FRAMED WITH: S7 c • 2X6 ROOF RAFTERS AT 16"O.C. (2)2X6 1:1 --- -- - -- /x/ HUC410,ALL HOLES FILLED WITH 10d NAILS. c� w Q • 2X8 HIP RIDGE BEAMS—� cov • 2X8 COMMON RIDGE BEAMS. SEE CONVENTIONAL FRAMING NOTES U .2.2 (2)2X6 1:1 FOR FASTENING SPECIFICATIONS. (2)2X6 1:1LL (2)2X6 1:1 ro cV`0 _ o 04 u7 L .2 -1 (2)2X6 1:1 0 (2)2X6 1:1 _ m ---------- ------ ----------- cvx6 v ----------� it l f------ -I �h F III -------- I I ----- w (--IIII / 2 2X6 1:1 M a °' > o (n o v itC\I _U LL /�,-1J11,� 1 \ 4 1 9a�y3b� ;95e99 ®s�dgb U coq 0) WX crn I B ° B ° F___ _ ___ ______ _____ ______ _____ _____ _ ° 1� ------ ----- ------ - -I------ ----- ------r I IIIA------ I I Iil� (?�)2X6 :1 (�72X6 1:1 I (2)12X6 1r1 I ( 2 � 9 a * -i ---------�, 1' O (2)2X6 1:1 (2)2X6 1:1 ------ ----- ----- ----- ------ ----- ----- ------ ----- ----- ----- ---- 00 .,° . ---------- ----- ------ ----- - I 1 I I (2)2X61:1 C) �— L--� 11 GE REY W. T R.P.E.59328 (2)2X6 1:1 I I I ---- (2)2X6 1:1 (2)2X6 1:1 i i (2)2X6 1:1 i (2)2X6 1:1 o _NhEgEE Mal Sheet ./ 7 7 _ SECOND LEVEL WALL PLAN o S4 3/16 V-0" 4 OF 8 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. t P CONVENTIONAL FRAMING NOTES TRUSS NOTES: 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. ` 1. TRUSS DESIGN BY DURHAM BUILDING MATERIALS. SEE COVER SHEET 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR TRUSS DESIGN SPECIFICATIONS. 0 w o ~` 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. 2. TRUSS PLACEMENT PLANS BELOW ARE TO BE USED AS A GUIDELINE. � W FINAL PLACEMENT TO BE PROVIDED BY DURHAM BUILDING MATERIALS A Z 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4)16d TOE-NAILS. AND APPROVED BY EOR. 1 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d 3. ALL TRUSSES SHALL BE ANCHORED USING THE DETAILS ON SHEET S5. 6w NAILS INTO THE RAFTER AND(5)8d NAILS INTO THE TOP PLATE. SEE COMPLETED TRUSS ENGINEERING WITH ENGINEERING SHOP E p fn DRAWING STAMP FOR TRUSS UPLIFTS AND BEARINGS. z o 0 � o 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO o (~_., o THE RAFTER AND(5)8d NAILS INTO THE SLEEPER. 4. THE TRUSS LAYOUT ABOVE IS USED ONLY FOR THE TYPE AND v o w w LOCATION OF CONNECTORS REQUIRED. SEE SIGNED AND SEALEDw IllZ V) 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. TRUSS LAYOUT PROVIDED BY DURHAM BUILDING MATERIALS FOR o //" _ ,_ / r___ // 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) CONSTRUCTION. 8dX1-1/2"NAILS. 5. DURHAM BUILDING MATERIALS SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS FOR REVIEW BY ARCHITECT / ENGINEER PRIOR TO c2 r LR J L l i i -- n 9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN CONSTRUCTION. 0 0 0 ,,l l l ' lr f VALLEY BEAM, (11)INTO STUD BELOW. C) N �/ (ill 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH 6 16d DO NOT SET TRUSSES USING THIS LAYOUT, USE LAYOUT o o O ( ) DELIVERED WITH TRUSSES TO SET TRUSSES. Z r rrl / r NAILS. BOTTOM OF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE 9 FROM THE TOP PLATE TO THE PEAK. , Z N M 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH INTERSECTION OF SLEEPER AND EXISTING FRAMING. (2) 2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO t COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN COLUMN. FASTEN COLUMN TO TOP PLATE/HEADER/TRUSS TOP CHORD WITH c0 18 GA STRAP WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP PLATE/HEADER. Z r/ / V z F_ Z) M Z Q CV M W Q u. I in__ tom— to— tn— r'�_ L7_— if2 C2_ w w - w, Lu w— w w w—Iw—I w w— w— w O L.L.I FCJ1H15 � III O W l S8 h' W m L 171 1 1 1 1 1 1 / 01, 3H Z W L ~ .I I � l i C7 J U Q O _j J W ! , m �2 I0 V i. , \ I ,Ilo9 i 0 0 \ _ 08 O 1 J I \ I I I IL \ I I I 1 r07 II Arc ^I I---6-------- ---- R 1 SII � $ P I 1 I i N T T � I ( (4)1.75"X18"2.0E G-P LAM LVL (9 j I c Y '`o 3 Na) a ! A \ 3—_ C9 n(7 ai O _ 3: / 6'_ I 14 � I k i S8 i j l I 1 I / 1 O \ (3)2X12 I V J I ' -- 1 I I 1 1 �16 92 S8 S8 2)2X10 Z 3'- 0" I UNDER WALL \ _ � - ,= \ - -- 11 I 13 W i I s8 1 1 I --- - I- I ---------------------- IT AT I - - - _ _ _ _ _ _ _ = = k LL � — — — — — W -- \ -_ —-— — — _ C i J �FIA� II It II I I I { 1 � 2 `� Z I I I - -- -- - -- -- FU I I ---- '.i c co I------------� V II II _ O o II IILO C14 C w Q Q — i ;CIF -- -- t10 U — uU I�5 � ZIF N OJ� 0 mw N N 0 ryCO0 I I --- i LL FO O CCU: fn - -- -- - - - - - -- -- - -- - - - -- Il 9 r - - - -� — _ — — - CONVENTIONAL FRAMING NOTESQ TRUSS NOTES: 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP, >- 1. TRUSS DESIGN BY DURHAM BUILDING MATERIALS. SEE COVER SHEET 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR TRUSS DESIGN SPECIFICATIONS. co w 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. 2. TRUSS PLACEMENT PLANS BELOW ARE TO BE USED AS A GUIDELINE. FINAL PLACEMENT TO BE PROVIDED BY DURHAM BUILDING MATERIALS A z 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4)16d TOE-NAILS. AND APPROVED BY EOR, a t- // w 1 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5) 8d 3. ALL TRUSSES SHALL BE ANCHORED USING THE DETAILS ON SHEET S5. a) 2 w NAILS INTO THE RAFTER AND(5)8d NAILS INTO THE TOP PLATE. SEE COMPLETED TRUSS ENGINEERING WITH ENGINEERING SHOP E 0 U / DRAWING STAMP FOR TRUSS UPLIFTS AND BEARINGS. z 0 U 0 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO o a 0 -�� THE RAFTER AND(5)8d NAILS INTO THE SLEEPER. 4. THE TRUSS LAYOUT ABOVE IS USED ONLY FOR THE TYPE AND / --� �� LOCATION OF CONNECTORS REQUIRED. SEE SIGNED AND SEALED w W 1 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. TRUSS LAYOUT PROVIDED BY DURHAM BUILDING MATERIALS FOR o U) W W CONSTRUCTION. 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) /r 8dX1-1/2"NAILS. 5. DURHAM BUILDING MATERIALS SHALL SUBMIT SIGNED AND SEALED _ r r SHOP DRAWINGS FOR REVIEW BY ARCHITECT / ENGINEER PRIOR TO d 1 9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN CONSTRUCTION. ' rn � to �' VALLEY BEAM, (11)INTO STUD BELOW. o o N DO NOT SET TRUSSES USING THIS LAYOUT, USE LAYOUT o r! 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d DELIVERED WITH TRUSSES TO SET TRUSSESZ ALL EXISTING S,F�COND FL .yOR NAILS. BOTTOM OF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE g TRUSSES ARE TO REMAI FROM THE TOP PLATE TO THE PEAK. > o WZ r N c+g 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT EACH INTERSECTION OF SLEEPER AND EXISTING FRAMING. / --IIIIIIIII ---!!Ii -IIIIII--•IIII-----IIIIIiIIII�,;;--(--2I) iiIII--ttI 2x--II!i!4--�SYP --�IIIlIIiiII C-=IIiIIf O�!!I L--U--MIiIII!N--=FTIII OIIIIlIII_—R�!! �! RIIIIIIIII__D G-__E�-_/�ViII-I_ItII ALLEY BEAM j_ SUPPORT, FASTENED TOGETHER WITH (1) ROW OF 8d NAILS AT 12" O.C. FASTEN RAFTER TO COLUMN WITH 18 GA STRAP WITH (9) 8d NAILS IN RAFTER, (9) 8d NAILS IN COLUMN. FASTEN COLUMN TO TOP PLATE/HEADER/TRUSS TOP CHORD WITH OmOJc0 18 GA STRAP WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP d PLATE/HEADER. z > W Z UmUM F_ Z Q04 n n H n n n If n If n 11 If n o W 0 Q 11 if 11 if 1 0— U _ III if ROOF FRAMED WITH: OWQ II II II II it ii II II SEE SPAN CHARTS FOR ROOF O W 1j RAFTERS AND CEILING JOIST SIZE W II If I 11 II 11 II II if AND SPACING. S$ SEE PLAN FOR HIP AND COMMONII II it RIDGE BEAMS SIZES Z W 2X6 LEDGERS F-JU ------ FOR FASTENING SPECIFICATIONS. ---- - F W I 1 T F- 1!I11 aIRIIII!-` „7IIII11IIIl1IIIIIIIl-- t�IIII!H1I111IIII!1I--1;IIIIHIIIHTII1IIIII--�iIiI11I11II�IItItII----„+IIII1IfIIIII1IiI aIIIIHIIIaIIIIIII iIHIIIInIIIIIIItII-�11IIIIIII.IIIIIII---aII11IHIIIIIIIII--IirIIIlIIIII1- �II1IiII1it---eIIIIIlIIII--RIVIVVIII�IIIIIAIIHIIII--- ---- ---- ------_- ----- -- iyIII' - -IVrVV"+I"rI"IIIaIIIIIII'I!-InIIIII--�IIII---�iItI --;I"I+II--AIIII_--�itt---+I1�I1--IIsII--�1I1I -�IIII --flIIII---+II�II-�IIII--eIIII---�I-iII --;IIiIi -�I11I�i1II!II�I II1 IIII ( = CO NVENTIONAL FRAMING-C EIL ING -------- MAX CEILING SPANS WITH 10 PSF LIVE LOAD,5 PSF DEA D LOAD, I AND 1.00 DURATION FACTOR AT 24"O.C. �— — GRADE, No.1 No.27 SYP SPACING 16" 24" 16" 24" Cl I I I I I I I I I 2x4 11'3" 9'-10" 10'-9" 9'-3" LID E---I anrWV m N I' 2x6 1T- " 15'-6" 6- 1" 13- " 1 (9 SO > (9N 2x8 2 21'-7" 17'-7" � (9 0 (9 (9 a5 o� �t 4co a) om 2x10 26 20'-11"CONVENTIONAL FRAMING-ROOF I, MAX ROOF SPANS WITH 20 PSF LIVE LOAD,10 PSF DEAD LOAD, I W I I; I I I I AND 1.25 DURATION FACTOR GRADE, SYP No.1 No.2 ;j SPACING 16" 24" 16" 24" x12S8 v I If 2x6 14'-1" 12'-3" 13'-0" 111-0" 2x8 18-6" 16'_2" 1T-1" 13_11„ I! I i I 2x10 23"-2" 18'-11" 20'-3" 16'-6" I 11 I ' ====== =-=== = - -IF-1 � 14-4 -41--4--11-- 4- 2x12 26-0" 22'-6" 23'-10" 19-6 If II II fi — = = 1 2 11 11 fill[. If II 11 II it 1 II n 11 11 11 11 II 11 11 if 11 II II 11 II II II IIII it 11 11 II H 11 II II 11 II If II II 11 "h 11 II 11 11 H n H 11 11 H 11 H II I ------------------------------ CONVENTIONAL FRAMING-FLOOR O II II 11 II II II II II II If II II II �I II 11 11 11 11 11 11 11 11 11 11 11 11 I rr}— It— r1— N M to cr) MAX FLOOR SPANS WITH 40 PSF LIVE LOAD,10 PSF DEAD LOAD, OII 11 11 IIII C-- -- --- — - ------ o II it II II II IIII i II II II II II II 11 II ii II II II II II II Q:-- --- -J r- �--- --- -- --- --- --I - iI AND 1.00 DURATION FACTOR.--- C/��, �- ,-� � U U U-- U 11 H 11 II I! 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II Ii II II II nII IIIII II II II II II ii II II II II II 11 - pVX" SYP 11 II II VIII 1 ! II If II 11 11 If II II 11 11 II SPACING 16" 24" 16" 24" IIII Il 11 II II II II II II II II II CJCJ2 II If II II 11 it if 11 11 If II II IIIII 11 11 II 11 if VIII II 11 If 11 11 11 II 11 11 11 1II 2x6 14'-1" 8'-6" 13'-5" T" If 11 II 11 VIII If 1 11 11 11 II 11 11 D02 CJ3 If II II II VIII 2x8 18'-6„ 11'_3" 17•-1„t1 �fill I — — � c — -111-IFIr-ir- -1 0 0 0 - 0 0 0 0� Ii\ 2x10 23"-2" 13'-1" 20'-3" 11'-5" " 1!111 11 II II 1II II II If Iit II II II it I it II II I IIIII II it II II II II 11 II II IICJ � - `S�h�• �®a®•°A,tw®�bs®.�p '@UcX a ` ° , ' LO imN11 II if 11 II 11 11 11 Hill II II II I 11 11 E6C �® � �.0(oao °)oII II IIIII It II II I II it II II II II 11 ICS NIf 11 11 11 if it II 11 11 it 11 11111 11111 11 If 11 11 II - ---------- 1 *<III II If I I \ II I II __---_-_-_ _ wQ5 - ------11 II 11 II II If 11111 II II 11 II II I IIII III 11 II IIII li it II II II II 11 II II IIIII I II �111 ill it II � �= r--------�11 I ii 11 11 11 II 11 II 11 VIII L � 11 li 11 11 11 II if IIIII Hill II 11 II 11 II II 11 II !I II II 1 II 11 � it°4--- --4-41 __AI--Ii--II--I-- N_41H-------- ------- 15 Lt11 11 1 11 II 11II II E15 11 ii 11 if 11 11 11 11 11 11 11 1 11 LID EBIJIli C\lN 1 11 11 if 11 11 11 II II II 11 11 1 II _ )II1II II II Ii II II II II II II + J II 11 If 11 II 11 II II 11 11111 =i LL II EJ5 11111 11 if if If II II If if II if 11 11 11 I EJ5 11 If IIIII :,:A; If 11 11 II !1 tl II 11 11 11 11 I Im 11 If ii 11 II II 11 II 11 11 11 11111 EJ5 M -EI If II 11 If 11 11 II 11 11 II 11 Ii IE > eo EJ U N I 1IEJ5 04 Hill n II II II II II it II II II II IICD EJ5 --- --- J I m o M CD Hill 11 11 11 11 11 11 11 11 11 II II it 11 .- C CJ3 P : !!!I11 1 .I if 11 ;1 11 11 11 11 11 11 11 fill EJ5 CJ2 ArS, nII 11 11 If 11 II II II 11 If 1111 11111 1 II II 11 11 11 11 II II II 11 11 11 11 11 If 11 11 II 11 II 11 EJ5 D v 11 If 11 11 II II II II fill IIIII I I II 281, II If If II If !f if II If 1 II II fill 11111Ill it II Jill 11111 l 11 11 it 11 11 11 II 11 11 11 II 1 IIEJ9 EJ5 IS1IIJill if if if 1 ( IJill 1411 fill -E §_ CJI I J5 If,, IIIf,, If,, IIIIIIIiWO,,t N , . - 11111 Ilo 110 Ilo Ilo IICD Ilo 1I0 Ilo Illlloilo Ilo Ilo ilo 110 IIo Ito Ilo Ilo Ilo I_ ll�J3i CJ3} CILII Q 7IU � � Llt19 Q� LQ is C7 _ I R P59328L � GEOFF020 CJ2 1 NM Co � MM04 eet C) No X., SECOND LEVEL TRUSS/CONVENTIONAL FRAMING PLAN 3/16"= V-0" 6 OF 8f - S6 A I ill II if ` % - This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. � C7 C7 C7 Q C9 � C7 7/16"OSB ROOF DECK FASTENED TO 2x6 CEDAR T&G PLANK SHEATHING. FRAMING WITH 8d RING SHANKS AT 6"O.C. 7/16"OSB ROOF DECK FASTENED TO FASTEN TO BEAMS WITH (2) ca 0 ON EDGES AND 12"O.C. IN FIELD. SDS25412 PER INTERSECTION. FRAMING WITH 8d RING SHANKS AT 6"O.C. TRUSS TO TOP PLATE CONNECTION:H2.5A ON EDGE AND 12"O.C. IN FIELD. 6XRIDGE,WHERE APPLICABLE. WITH (10)$d NAILS FOR UPLIFTS LESS USEE BUCKET OPTION WHERE � w o � THAN 600 LBS. 2 H2.5A WITH 10 8d NAILS RIDGE BEAMS EXIST.SEE PLAN 1'_8„ 1 M ( ) ( ) PT 6X10 RAFTER. 1„ 1-° TRUSS TO TOP PLATE CONNECTION: H2.5A FOR RIDGE BEAM LOCATIONS. 2- ! ! I I 4 �- EACH FOR UPLIFTS LESS THAN 1200 LBS. „ 2 1 Zd WITH (10)8d NAILS FOR UPLIFTS LESS 1 " 1. 1 I 1, I 3, I „ 1„ C . C 2-� 8 T 8' 4-'-f 3-' S - ,�-4- Z (2)2x N0.2 SYP TOP PLATE FASTENED THAN 600 LBS.(2)H2.5A WITH (10)8d NAILS •. ! �! ! ! 2 ! 4 ! 2 z WITH (2)ROWS 10d AT 16"O.C. • • PT 6X10 RAFTER. I ! ! ! i w U) STAGGERED. MINIMUM 24"LAP WITH (12) EACH FOR UPLIFTS LESS THAN 1200 LBS. •. 1 j I i i I ! I $�' 2 w • • j j I I I i I � Z 10d IN LAP. (2)2x6 NO.2 SYP TOP PLATE FASTENED ai�� _------r__._.-._.-._._--t--- ---------- ---- „ ----- --- -------j ------i ------ _ Z O O c�� 2 I 2 - j---- q -- ---- WITH 2 ROWS 10d AT 16"O.C. �' I ! ! ! ! -_ �N o o STAGGERED. MINIMUM 24"LAP WITH 12 • • _---- ----- i • • --i - r — -- I I O A B D B A ------- w I - v A w w FASTEN 7/16 OSB W/8d @ 6 O.C.ON 10d IN LAP. ) N I I I /� I I I ! M w Z 0 EDGES, 12"O.C. IN FIELD. ----- ! j - -- - - -V ---- -I --- a ---I----- I------------ .°Ic�t o w w -0------- --------� '' I I I W W PT X12 CEDAR BEAMS. PT 6X6 WEBS,TYP. PT 6X12 BEAMS. I ----- V-_-_-- '�- -- ---------i---- ----------------- �Id FASTEN 7/16' OSB W/8d @ 6 O.C.ON I i i M�� ! I I I i I N EDGES, 12"O.C.IN FIELD. I I I co _ --------- - . ------- - --� ._. - v - ------ SIN 2x4 SPF STUDS AT 16"O.C. I Q I i I__ ____ � 1N I I I ------fi-- -- - -- 4 - --- c%>Iv v to 2x6 SPF STUDS AT 16"O.C. I I I ! -T------ C? q- _ -- - - - " --- - rn h Lh I I — - -� I �I 1 � I I o o N 1 04 I I j I w o r o 2X6 No.2 SYP BOTTOM PLATE FASTENED TO I I I i _-_-_-_._.__.r---__-_-.r---- _q_ _- --_-------f__-_�-- --_---_-_-_ - Q 2x4 No.2 SYP BOTTOM PLATE FASTENED TO j j j ! I I N co o EXISTING BANDBOARD WITH 10d NAILS AT 2X4 No.2 SYP BAND BOARD WITH 10d NAILS '�4" ! 12"O.C. IN SECOND FLOOR. AT 3"O.C.ON EDGE, 12"O.C.IN FIELD. 11X 1 CEDAR COLUMNS. 11X11 CEDAR COLUMNS. N q q ! 1„ I 3, j ------ 3/4"PLYWOOD FLOOR DECKING FASTENED FASTEN TO FOOTING WITH FASTEN TO FOOTING I -42 34 5' 1, 1 1„ 3„ 2" w z° N M TO TRUSSES WITH 8d NAILS AT 6"O.C.ON CP 88Z. WITH GPT88Z. I I I 24 22 4 EDGE, 12"O.C. IN FIELD. PLATE A PLATE B PLATE C III II IIf I!1=11 —1�1-ill-III 1�1=III 11511 ISI Ili II 11aIl—III ISI ISI 1�1=1�1 ill= III- I —..Ll ,,,I I r== 11-1 I-111 —I I-1 i! 'I SEI FOUNDATION PLAN -III-III-III-i =III,;I II I i, 23 r j 1„ 3„ ! "4! 2- 3 74„ �; 8„-- EXISTING FLOOR SYSTEM FLOOR TRUSS SYSTEM BY OTHERS. -I I—_ !! - - - _ - 3„ " FO SPECIFICATIONS. i 644"��64 �Fi i i ' —�` O 1„ j I co N N ! ! = 22 i 1 —_� ri—_ 3„ i 3„ i 1„ i 22 Z EXISTING(2)2x NO.2 SYP TOP PLATE /�o---%TIMBER ---- - i 2 ! 1 ! N 4-" / 3- f 3- f 4- --- ---+------- EXISTING --- -t -------------- q - - -,--- t----- - --- --- ---,- -- -- I 4 ! 4 ! 2 j i �-Icv H- (2)2x6 NO.2 SYP TOP PLATE FASTENED TRUSS _ , ! ® �, i- 1 - i i j _- i N > W Z co WITH (2)ROWS 10d AT 16"O.C. 1/4"= 1'-0" c� ob ! `�' - -- a - `!' i ! I -Cl�r _ - j ------ g ----------- -C17 -- - - - cy) --`-�-- !— --- — �.� �I 2x6 CEDAR T&G PLANK SHEATHING. - - - Y N _ N 1 j z N STAGGERED. MINIMUM 24"LAP WITH (12) 1 ! ---- - oo - ----- I - - -- - a. ------�-- ----------- I !--- - Z c0 j 10d IN LAP. FASTEN TO BEAMS WITH (2) ® I -- -- i _�.-._-�---�---.i- - _ - W o I-- --I- -I---- o- J ' SDS25412 PER INTERSECTION. I 1 i i _ - ICV _ W Q 1/2 ALL THREAD CONNECTORS.SEE LL 1/2"ALL THREAD CONNECTORS.SEE 6X10 RIDGE,WHERE APPLICABLE. _ i i i I I SIN Cr) I j I Mr � � � _ ALL-THREAD NOTES FOR INSTALLATION ALL-THREAD NOTES FOR INSTALLATION USE BUCKET OPTION WHERE 53„ 53„ i j ' j `� i i i o W Q U SPECIFICATIONS, SPACING AND SPECIFICATIONS,SPACING AND RIDGE BEAMS EXIST.SEE PLAN 4 4 ---i-----j-- - ------- t-- c1r) -- j W Q EMBEDMENT. - `j' c�' - ° -I------ - -i W EMBEDMENT FOR RIDGE BEAM LOCATIONS. 1 i I oo I i i I ``' ! O W m G i i i ---'---- - ! V _ VERIFY EXISTING SHEATHING IS 7/16"OSB FASTEN 7/16"OSB W/8d 6"O.C.ON ! -- - -- _- _ ! j U - ---- - - - @ - _ cYild ! ! M V W Lf7 I. OR BETTER, FASTENED W/8d @ 6"O.C.ON EDGES, 12"O.C. IN FIELD. N I I N I ! ! co 1 ! i 8 z U QZ ! n I n ! I 12112" i I --_--- -�- -----------! ---------------------- N `.�J -� J EDGES, 12 O.C. IN FIELD. • ,� --8 8 -- t j O F- F PT 6X10 RAFTER. F 2„ I 12' N ! ! W 0 m Q EXISTING 2x STUDS AT 16"O.C. 2x6 SPF STUDS AT 16"O.C. • PT 6X10 RAFTER. PLATE E L3' 3��-PLATEDI I ; 6" O EXISTING 2x4 BOTTOM PLATE. - 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY 1/4 3 PLATE F J 1/2"ANCHOR BOLTS AT EACH SIDE OF a° BOTTOM PLATE SPLICES. 1" FINISH . - 3 1 i 1 3„ 2 _ GRADE 11=11 a ° a =1iI=1I 24� i 1„ ! 3 i 3„ 1„ I 24 6„ PLATE E I I=1 III=1 I I- f 3- 7� - �4- 3- TiT 6 MIL VAPOR BARRIER OR EQUIVALENT =1 I- _! I-I 14 I ! 4 4 i 3" 3" QN WATERPROOFING BETWEEN COMPACTED I—I III- ' 11 11 CEDAR COLUMNS. 11X11 CEDAR COLUMNS. SUBBASE AND FOOTING/SLAB III-, I I=I I SEE FOUNDATION PLAN FOR FOOTING FA TEN TO FOOTING WITH FASTEN TO FOOTING ! I - N 1O =M- - ,- '- 1111 I I—i 1=' I II=1 I 11111 ,I I SPECIFICATIONS. CP 88Z. WITH GPT88Z. ! i ! `T �r iv -7 �, v04 __ _ i___ _ i _ — .0 � — _ —_—_— _ _ _ __ __--___ _ \ Y _� � \ 9 't i :— o \ / t -F q I NFLI �,SECTION AT GARAGE TYPICAL TWO-STORY SECTION 1;,111111 ,iii-_ 11111IiI; 1111„-III=j1!=!I!=1!1_111-IIL-11c-1iI ,iil ISI-Iii-lilt„Iii, i t li ,1111-!li ��,ilil 1!i�lI l� j _______ __________ �l� 1/4 3 _1Tii - SE FOUNDATION PLAN - - -- I I I _ I 1 f,:�, TYPICAL 1/2”= 1'-0" 1/2"= 1'-0" FOR SPECIFICATIONS. - 71�-53" 53" 1/4 3 �� 64„ 6 9.11 4 2 4 I I TIMBER FRAME PLATE G - FRONT PLATE G ` SIDE U) J A1/2"= 1'-0" PLATE E - - BUCKET OPTION E- LATE DETAILS w NOTES: • ALL PLATES ARE MADE OF 1/2" PLATE STEEL. Z • ALL BOLTS ARE 5/81.1 ASTENERS,2"WASHER AND NUT. `— • HOLES ARE 11/16"0 EDGE OF ALL THREAD WASHER MUST TOP PLATE TO HEADER: 7/16"OSB ROOF DECK FASTENED TO BE WITHIN 3"OF THE HEADER KING SSP AT 16"O.C. I I I FRAMING WITH 8d RING SHANKS AT 6"O.C. STUD,TYP BOTH SIDES OF OPENING. ! EDGE OF ALL THREAD WASHER N0.2 SYP DOUBLE TOP PLATE LL ON EDGE AND 12"O.C. IN FIELD. TOP PLATE TO GARAGE HEADER MUST BE WITHIN 3"OF THE HEADER BOTH WALL HEIGHTS(TYP). _ EXISTING TOP PLATE TO REMAIN. �-- -- CONNECTION:SIMPSON SPH AT 24" KING STUD,TYP BOTH SIDES OF _-- . TRUSS TO TOP PLATE CONNECTION:H2.5A O.C.WITH (12) 10dX1-1/2"COMMONS. OPENING. ( -� WITH (10)8d NAILS FOR UPLIFTS LESS THAN 600 LBS.(2)H2.5A WITH (10)8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. �- TOP PLATE TO KING STUD CONNECTION:(2)SIMPSON SPH WITH I KING STUDS TO TOP AND BOTTOM c I LO 12 10dX1-1/2"COMMONS A7 EACH PLATE WITH SSP. - M n (2)2x4 N0.2 SYP TOP PLATE FASTENED ( ) N0.2 SYP HEADER,TYP. SEE 6 INSTALL BLOCKING BETWEEN NEW HEADER.SEE PLAN FOR SIZE, W< WITH (2)ROWS 10d AT 16"O.C. END OF HEADER. PLANS FOR SIZE, PLIES,AND STAGGERED. MINIMUM 24"LAP WITH(12) GARAGE DOOR HEADER.SEE FIRST TWO STUDS OF HIGHER KINGS AND CRIPPLES. 3 NUMBER OF KINGS AND CRIPPLES. PLATE.FASTEN OSB TO C v 10d IN LAP. FRAMING PLANS FOR SIZE AND PLIES. I BLOCKINGS W/8d COMMON NAILS o I=o_o 1/2"ALL THREAD CONNECTORS.SEE G @ 3"O.C. 00) w Il V ALL-THREAD NOTES FOR INSTALLATION CRIPPLES TO HEADER: o N SPECIFICATIONS, SPACING AND �� KING STUDS&CRIPPLES: (6)16d (2)SPH WITH(8) CRIPPLES WITH(6)10d IN HEADER,(8) L a EMBEDMENT FASTEN ADJACENT STUDS W/(2) 10d COMMON NAILS. =' ROWS 10d COMMON NAILS @ 8"O.C., BETWEEN ADJACENT KING STUDS 10d IN CRIPPLE w FASTEN 7/16"OSB W/8d @ 6"O.C.ON STAGGERED. FASTEN 7/16"OSB TO AND CRIPPLES. I c� L , � U EDGES, 12"O.C. IN FIELD. EXTERIOR OF RETURNS&ABOVE SEE TYPICAL WALL SECTION FOR I °� 2 to o DOOR W/8d @ 3"Q.C.ON EDGE, 12" THE REST OF THE FRAMING j M -2 °' o O.C. IN FIELD. PLACE 1/2"ANCHOR BOLTS PER SPECIFICATIONS. THE TYPICAL WALL SECTION. N U ,00. 2x4 SPF STUDS AT 16"O.C. (2)MSTAM24 FOR GARAGE HEADER UM C3 C3 CRIPPLES. (9)10d NAILS,(5)1/4"X2-1/4" 1 1/2"X6"TITEN HD SCREWS NO 2x4 N0.2 SYP PT BOTTOM PLATE.APPLY TAPCONS INTO STEMWALL/MONO. FURTHER THAN 3"AWAY FROM 1/2"ANCHOR BOLTS WITH 6"MIN GARAGE SLAB ''4 t y� WAY a, EMBEDMENT AT EACH SIDE OF BOTTOM I a ° > i F'y�� <�•° \ °E' CRIPPLE STUDS. ,�� f ' PLATE SPLICES. FINISH GRADE a > n s D ' � D > � °° cv =1 I I III I I 1=I _____ ° EXISTING FOOTING TO REMAIN I—III—III— _!— ' . > > °` I I—I'Fri-- i i I—I I I I I I—I 11=1 D D> D ° I I-1I, >p > > ' ' a > D a a �. _ . — —_ -III- II- ° a a _ _ _ III—III a �I — ° —III=1111—I I D , ' I�—I I 1-1 I I ° a a a I—I =1 I I=1 i I III—III III B - ° D > a � I - a RIL1` 11 111 11 I I 1=�I I- =1 I I- -_- ,_; I_ III-1 I I-1 I I 1=1 I 1=111 - °-1 I-1_I I—I I is I-1 I I-1 -1 I I — ! TYPICAL HEADER FRAMING DETAIL - _111 -_ _ - ISI Ill—I 1►=1 I I III—III—III—I i I I I_I I I-I 1=I i I_I I I—I 1►—i I —I 1 I—►II- �I �,' I_-1I i -, 1 I I I 1 I �I— I I I I i I I I 1 I I I 1 I I 1111 1111 -I 1= I I 1=1 I -1 I 1=_I 11- ) I_ SEE FOUNDATION PLAN FOR I 1=1 I I=1 j 1=1 i!-- -III=III-III=1 I -111=1 1=111- ' o 15 ®a� -fib ( 'I!-��I -I I!-I I 1 SPECIFICATIONS. - " -III-I I!- 1/2" NOTES Q PLATE HEIGHT CHANGE 9 TYPICAL HEADER FRAMING DETAIL Sheet No. TYPICAL WALL SECTION 6 TYPICAL GARAGE OPENING DETAIL 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING,NO v 1/2"= 1'-0" 1/2"= 1'-011 rJ 1/2"= 1'-0" ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER,CRIPPLES, KINGS OR TOP 1/2" = 1'-0" LATE. S7 0 7 OF 8 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability,to Alexander Grace Consulting,Inc. 7/16"OSB ROOF DECK FASTENED TO m FRAMING WITH 8d RING SHANKS AT 6"O.C. ON EDGE AND 12"O.C. IN FIELD. tOO., w 7/16"OSB FASTENED TO FRAMING W/8d AT 3" w TRUSS TO TOP PLATE CONNECTION: H2.5A ir O.C. ON EDGE, 6"O.C. IN FIELD. WITH (10)8d NAILS FOR UPLIFTS LESS Cl) o EXISTING TOP PLATE AND WALL THAN 600 LBS.(2)H2.5A WITH (10)8d NAILS FRAMING. EACH FOR UPLIFTS LESS THAN 1200 LBS2X RAFTERS. FASTEN z . BLOCK SHEETING EDGES 2X RAFTERS. FASTEN TO TOP CHORD WITH (2) afn WITHIN 4"OF GABLEEND. (2)2x4 NO.2 SYP TOP PLATE FASTENED TO BOTTOM CHORD A35. -0 W EXISTING HEADER WITH 2 R WITH 2 A35. = z 2x4 SYP OUTRIGGER AT 24 O.C.CLIP TO O ROWS 10d AT 16"O.C. O z O � � o BALLOON FRAMED OP PALTE W/SIMPSON STAGGERED. MINIMUM 24"LAP WITH(12) o a o H2.5 W/(8)8d COMN ONS. 10d IN LAP. LL 3 o FILL OPENINGS WITH 2X4 NO.2 (3)2X10 TOP CHORD, U) o W w SPF STUDS AT 16"O.C. FASTEN FASTEN TOP AND BOTTOM OF STUDS TO TRUSS H01. o w > BLOCK BETWEEN O JTLOOKERS. (3)2X6 BOTTOM CHORD, > > TO HEADER/FRAMING ABOVE I GABLE TRUSS TOP ,HORD TOP AND BOTTOM PLATES WITH SIMPSON TRUSS H02. SPH AT 32"O.C. AND BOTTOM PLATE BELOW 2x4 No.2 SYP X-TEND B SEE PLAN FOR RAFTE R TO TRUSS FTE R TO TRUSS WITH (4) 10d TOE-NAILS. LOCATIONS. EXTEND BACK 8'FROM GABLE. FASTEN 7/16"OSB W/8d @ 6"O.C.ON 15 "2 ',l 'n ATTACH TO GABLE ND TRUSS VERTICALS W/ 1 3 M3/ 1'-0" EDGES, 12"O.C. IN FIELD. 3/4"= 1'-0" & 4 L6 WHERE DOORS/WINDOWS EXISTT , (3) 16d. WHERE TR SS VERTICALS DON'T o 0 0 USE 2X4 BUCK. FASTEN EACH EXIST,APPLY 2X4 N .2 SYP VERTICALS WITH 2x4 SPF STUDS AT 16"O.C. w o o END WITH (4)10d TOE-NAILS. (3) 16d COMMONS AT EACH INTERSECTION OF Q PROPOSED VERTICAL AND EXISTING TRUSS. 2x4 NO.2 SYP PT BOTTOM PLATE. FASTEN Z o TO BEAM BELOW WITH 16d NAILS AT 6"O.C. o 2X4 PT NO.2 SYP BOTTOM PLATE. ! PLACE SPH BEFORE NAILING! > d FASTEN TO EXISTING SLAB WITH Qa z N M 1/4"TAPCONS AT 6"O.C. L-BRACE AS SPECIFIED BY TRUSS 3/4"PLYWOOD FLOOR DECKING FASTENED MANUFACTURER. TO TRUSSES WITH 8d NAILS AT 6"O.C.ON 2X RAFTERS.SEE SPAN FASTEN LATERAL BRACE TO GABLE BOTTOM EDGE, 12"O.C. IN FIELD. CHARTS.FASTEN TO CHORD WITH (2)SIMPSON H2.5 WITH(8)8d. RIDGE WITH (2)A35. V ° FLOOR TRUSSES BY OTHERS. M___ STRAP GABLE TRUSS TO STUD WALL WITH SECOND FLOOR TO BEAM: MSTA24 AT 32" (.0SIMPSON MSTA12 WITH (10)10d AT 48 O.C. O O.C.WITH (26)10d NAILS. SUPPORT BEAM AS SHOWN ON FRAMING PLANS. Z _ ° 9 2x4x8'SYP LATERAL,BRACE AT 48".APPLY(2) W W Z I I Ii 111 rT 11��i1�I���1 I I��111 ���-���=111E l 1 l��1111=111 16d THROUGH DIAGONAL BRACE INTO EACH CEILING JOIST. (3) 18 LVLS z Z) co Q N IN WALL FILL IN DETAIL GABLE BRACING DETAIL TRUSS WALL SECTION ON LVL BEAM RAFTER TO RIDGE o W 1 O 1/2"= 1'-0" 11 1/2"= 1'-0.. 1 1/2"= V-0" 1 3/4"= 1'-0.. W Q 2 0 OC w U U) °° U Z W L F' LD J UO 17 U) 0 J I- S8 FASTEN 7/16"OSB W/8d @ 6"O.C.ON W m Q EDGES, 12"O.C. IN FIELD. 0 V p 2X4 OUTLOOKERS AT 24"O.C. FASTEN TO DORMER RAFTER WITH 12" 18ga O STRAP, (5)10d NAILS IN OUTLOOKER, 77 (4) 10d NAILS IN RAFTER. FASTEN 7/16"OSB W/8d @ 6"O.C.ON (2)2Xf DORMER RAFTER.RIPPED 18 ED ES, 12"O.C. IN FIELD. WALL STUDS T AT IWITH MSTA12.DGE. FASTEN TO KNEE S8 2X' RAFTERS AT 24"O.C.FASTEN 2X4 CONTINUOUS KNEE WALL TOP EA3H END WITH LUS26. PLATE(NO SPLICE) FASTEN 7/16"OSB W/8d @ 6"O.C. ON o EDGES, 12"O.C. IN FIELD. KNEE WALL STUDS AT 16"O.C. uN', (2)2X6 DORMER RAFTER. RIPPED FOR FASTEN EACH END WITH (2)10d C: �:3: (9 _" � o N FIT AT RIDGE. FASTEN TO KNEE WALL 2X4 OUTLOOKERS AT 24"O.C. FASTEN TOE-NAILS. ) Q m o STUDS WITH MSTA12. TO DORMER RAFTER WITH 12" 18ga o U a o STRAP, (5)10d NAILS IN OUTLOOKER, FASTEN 7/16"OSB W/8d @ 6"O.C.ON (2) X6 RAFTERS AT TOP OF WALL ' (4)10d NAILS IN RAFTER. EDGES, 12"O.C. IN FIELD. 2X4 BOTTOM PLATE. FASTEN TO (2) x4 NO.2 SYP TOP PLATE (2)2X6 DORMER RAFTER. RIPPED GIRDER TOP CHORD WITH SDS25412 FASTENED WITH (2)ROWS 10d AT 16" r FOR FIT. FASTEN TO GIRDER WITH AT 12'�O.C. STAGGERED. �^ O.C. STAGGERED. MINIMUM 24"LAP I MSTA12 V J WI H (12)10d IN LAP. FASTEN 7/16"OSB W/8d @ 6"O.C.ON EDGES, 12"O.C. IN FIELD. 2xi.SPF STUDS AT 16"O.C.FASTEN EA,-H END OF STUDS WITH H3,ALL - ATTIC GIRDER TRUSS HO ES FILLED WITH 10d NAILS. W 2x NO.2 SYP PT BOTTOM PLATE. ADJACENT GARAGE TRUSS ATTIC GIRDER TRUSS Q FASTEN TO BLOCKING WITH H3,ALL j HOLES FILLED WITH 10d NAILS. ADJACENT GARAGE TRUSS - ORMER SECTIO • � ORMER SECTION 18 1-12"= '_ ° SECOND LEVEL WALL PLAN U N u C C0(CF)1O m Lr)C"I 1 C «. IL U 75 to to U vv C - - O oo V LLLL aS U (0 0 LO O N 2x6 SPF STUDS AT 16"O.C. J v � U_ 2X6 No.2 SYP BOTTOM PLATE CU c 2x4 LATERAL AND DIAGONAL m to FASTENED TO 2X4 No.2 SYP BAND 7/16"OSB ROOF DECK FASTENED TO TRUSS BRACING AT 24"O.C.. M °' o FASTEN EACH END WITH(3) BOARD WITH 10d NAILS AT 3"O.C. FRAMING WITH 8d RING SHANKS AT 6" ON EDGE, 12"O.C. IN FIELD. o U) ' CO O.C. ON EDGE AND 12"O.C. IN FIELD. 10d TOE-NAILS. N U 3/4" PLYWOOD FLOOR DECKING FASTENED TO TRUSSES WITH 8d U O `'CO' -' 0)°' NAILS AT 6"O.C.ON EDGE, 12"O.C. 'h IN FIELD. 1•Y) RAFTER TO WALL WITH H3. - -- - -- ���au ��� � Y%r���• art � ... m �f FLOOR TRUSS SYSTEM BY 2X10 FLOOR JOISTS (3)1.75"X14"2.0E G-P LAM LVL WITH • C�� 1/2"X12"FLITCH PLATE. FASTEN PLIES ®_ OTHERS. ao TOGETHER WITH 5/8' THROUGH 328 ° (2)2x4 N0.2 SYP TOP PLATE a ° FASTENED WITH (2)ROWS 10d AT 16" BOLTS AT 12"STAGGERED. o • .a O.C. STAGGERED. MINIMUM 24"LAP (2)2x6 N0.2 SYP TOP PLATE OF WITH(12)10d IN LAP. FASTENED WITH (2)ROWS 10d AT - -- - -- � ;h°• �� SEE WALL SECTION FOR 16"O.C. STAGGERED.MINIMUM 24" DETAILS. C- ° LAP WITH (12) 10d IN LAP. ' F T ,E 8 ROOF SECTION AT DORMER TRUSS BRACING AT WALL GARAGE SECTION EAM SECTION SheetN U I 3/4��_ 1 - -0.0 S8 8 OF 8 This document,together with the concepts and designs presented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this document without written authorization by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. 2 DRAINAGE CALCS - PRE DEVELOPMENT SQUARE FEET LOT AREA CALCULATION TABLE - PRE DEVELOPMENT L 0 T 5 ` 0 �� IMPERVIOUS AREA TOTAL LOT AREA 28,49 SQUARE FEET TOTAL LOT AREA 28,928 SQUARE FEET General Notes \� � PERVIOUS AREA 21 ,437 SQUARE FEET EXISTING HOUSE t- GARAGE 4, 1 G3 SQUARE FEET BLOCK 5 ` \ Q O� DRIVEWAY * FRONT WALK 1 ,(54G SQUARE FEET P �S \ `� DRAINAGE CALCS - POST DEVELOPMENT FRONT WALL 15 SQUARE FEET VERIFY ALL DIMENSIONS AND TOTAL LOT AREA 28,928 SQUARE FEET FRONT A/C PAD 9 SQUARE FEET P P P5\0 CONDITIONS. IMPERVIOUS AREA 1 3,G2G SQUARE FEET FRAMED SHED 12G SQUARE FEET PERVIOUS AREA 15,302 SQUARE FEET SHED WALKWAY G9 SQUARE FEET ALL DIMENSIONS ARE MEASURED SCREENED BACKYARD PATIO 144 SQUARE FEET ' \ STORMWATFR 5TORAGf CALLS PFR ATTACH FD COAB WORK911FFT BACKYARD M15C CONC PAD 25 SQUARE FEET TO FACE OF BLOCK, FACE OF INGROUND STORAGE 3,337 CUBIC FEET BACKYARD PAVER5 442 SQUARE FEET FRAMING MEMBERS - UNLESS AREA 'A' STORAGE 430 CUBIC FEET POOL DECK G52 SQUARE FEET 0P J r / AREA 'B' STORAGE 40 CUBIC FEET TOTAL LOT COVERAGE 7,491 SQUARE FEET OTHERWISE NOTED. P OJrO ' / \ AREA 'C' STORAGE 2G CUBIC FEET % OF LOT COVERED 25.9% TOTAL TREATMENT VOLUME PROVIDED 3,833 CUBIC FEET ALL NEW PLUMBING FIXTURES, SQUIRED TREATMENT VOLUME 3,804 CUBIC FEET TILE, LIGHTING FIXTURES, LOT AREA CALCULATION TABLE - POST DEVELOPMENT CABINETRY, APPLIANCES AND Z i 1O TOTAL LOT AREA 2.8,928 SQUARE FEET FLOOR COVERINGS TO BE EXISTING HOUSE * GARAGE 4, 1 G3 SQUARE FEET SELECTED AND APPROVED BY /i NEW CONCRETE DRIVE * WALKS 4,778 SQUARE FEET OWNERS BASED ON A/C PAD 9 SQUARE FEET CONTRACTOR PROVIDED AREA1 I S S NEW GARAGE t BREEZEWAY 1 ,747 SQUARE FEET ALLOWANCES. A Q\ ° �' NEW BEDROOM ADDITION 1 ,2 1 G SQUARE FEET o" �� v s NEW PATIO ADDITION 430 SQUARE FEET HVAC SYSTEM REQUIREMENTS TO ti BOTTOM elevation' G v,� NEW POOL DECK I ,OG I SQUARE FEET P\ NEW FRONT PORCH 222 SQUARE FEET BE DETERMINED BY OTHERS. / for reference only TOTAL LOT COVERAGE 1 3,G2G SQUARE FEET % OF LOT COVERED 47. 1% STRUCTURAL SYSTEMS L 0 T 9 REQUIREMENTS TO BE DESIGNED * DETERMINED BY OTHERS. \ BLOCK 5 NOTES: R.O.W. 15 to be fully sodded and fully restored. DESIGNER ASSUMES NO LIABILITY \ S FOR ERRORS OR OMISSIONS IN Roll off container cannot be, placed on City R.O.W. BUILDING PLANS. CONTRACTOR TO L 0 T 0 VERIFY THAT SCOPE OF WORK +2.5" J Roll ocontainer company mbe on City 9 off ust MEETS ALL APPLICABLE CODES 9/ TOB elevation BLOC5 approved list: and cannot be placed in the R.O.W.: for reference only / • O Advanced D15p05al, Realco, Shappelle's, Waste PRIOR TO COMMENCEMENT OF Management. WO KK. Full erosion control measures must be installed and \ EXISTING a 1v gi �� approved prior to beginning any earth di5turbmg \ d 2 STORY activities. Contact Public Works (247-5834) for ° � T� I '9 (l Erosion and Sediment Control Inspection prior to \ / / GARAGE °\ m v� start of construction. \ All runoff Myst remain on-site. Cannot raise lot \ Q d O elevation without measures to retain runoff. \ o Q ° 9 d Final grading to channel all 5tormwater into on-site \ C13" ECK d° ° ° ° �, treatment areas. ° ate ,? d ° CO ASC NC. DRIVE n \ d ° 8 ° ° a ° O \ P / 6) O J \ N ° ° DRIVEWAY APRON: y o J UZZI �� ° O ° G ° d n \ — a Must be 5" thick a 0 \ Y-1 a \� �\ \ Minimum 4000 p51 flberme5h d d v g \° concrete PATIO \ . ° ° \ d • From E.O.P. to property line � ad e ° ° � ° d °. \ n � ADDITION \ d ° • No reinforcing rods or metal pan revisions an \ S \= ° aI dramae revisions 4/22/ 15 — d allowed in R.O.W. 7 / TOB elevation ARE � y � ° No. Revision/Issue Date VT • \ GARAGE EXISTING or reference only ° 0 --A ADDITION\\ ADDITION _ Ia/7 I STOmRY +2.5° a ° ( (� v pd d O � O \� `, \ � area 9 I IOU.JE ° ° \° ° General Contractor \�, \ # I G39 PHILLIPS BUILDERS O 2 G \ /13 O \ \ OTT M elevation 1545 SELVA MARINA DR. 0 for eferenc only t ATLANTIC BEACH FL ° BAR a 32233 \\ d u ADDITION ° r 0 0 LOT 11 \ d A NEW CQNC. °BLOCK 5 dWALK° ° EXISTI G TREE Firm Name and Address m° ° TO B REMOVED d d Q JOHN ROWAN DESIGN , INC. d +2. �/ d d 90 ° 5A ° 5 5 ° ° WG RA S CORNERS dr V ° d O \ ^ dd ° e ° UNIT # 101 41 d e 00 W PONTE VEDRA BEACH EL ° J ° ° scree 5 d c904EA 759- 7087 ° R 15'-0" 2 Imo' de ° Project Name and Address \ 4z.�' e ow w o C� COLLIER RESIDENCE \ d d O 7.5' BUILDING RESTRICTION LINE – ° ° ° ° ° ° — d IV- 1639 SEA OATS DR BOUNDARY SURVEY 0F - - - R2 - ATLANTIC BEACH , FL 3223 - - LOT 10, BLOCK 5, SELVA MARINA UNIT NO. 6, ACCORDING TO PLAT RECORDED a 99 51TE PLAN THEREOF IN PLAT BOOK 34, PAGES 51, 51A, 51B OF THE CURRENT PUBLIC RECORD — — — — — _ — — — — — — — — — — — S- 6 3 2 ' 3 9 E177. 03 ' rt-o-let 1:1 TELEPHO E OF DUVAL COUNTY, FLORIDA. — — -- - — — — — 17 7. 0 3 ' TRANSFORMS DRAINAGE PLAN S 6 0 - - - - - - - - - - - - - - ( MEASURED R, F TRACT A SELVA MARINA UNIT NO. 6 ACCORDING TO THE \ ° O 7' 0 2 E - - - - - -� - - - - - - - - - - - - - - - - - - - - PLAT — — — — — — — — — — _ _ _ _ AND THAT PORTION 0177. 04' — _ PLAT THEREOF RECORDED IN PLAT BOOK 34, PAGES 51, 51A, 51B, OF THE CURRENT \\ 7 / • O 4 (CALCULATED) PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA THAT LIES SOUTHERLY OF THE \ x —/�/� / Project sheet EASTERLY EXTENSION IN A STRAIGHT LINE OF THE NORTHERLY BOUNDARY LINE OF \ stormwater flow _L 1� 2014-0048 q TTT°d° 7 I O EASEMENT FOR / Date LOT 10, BLOCK 5 OF SAID SELVA MARINA UNIT N0. 6. � DRAI AGE � UTILITIES �ovr � R ITE DRAINAGE PLANo�/ 4 � f/ 4Q ---W ems@yjGw -- .1,J- S�/ 14� y D — I Scale Site Plan Information provided by: Ray Thompson \ \ I II 11 =Fdl 01 OF I SHEETS SURVEYING, SCALE I = I O' Vehicle Parking Space 4613 Philips Highway, Suite 210 \ Jacksonville, Florida 32207 (Phone)904-448-5125 Fax 904-448-5178 I I