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1639 Sea Oats Dr 2014 Addition-Remodel Plans : i General Notes VERIFY ALL DIMENSIONS AND CONDITIONS. �\ ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK, FACE OF FRAMING MEMBERS - UNLESS / NOTE: OTHERWISE NOTED. FINAL GRADING TO CHANNEL LOT AREA CALCS STORMWATER INTO ON-SITE TREATMENT ALL NEW PLUMBING FIXTURES, TOTAL LOT AREA 28,928 SQUARE FEET AREAS. NG FIXTURES, IMPERVIOUS AREA 14,426 SQUARE FEET CABINETRY, APPLIANCES AND PERVIOUS AREA 14,502 SQUARE FEET FLOOR COVERINGS TO BE SELECTED AND APPROVED BY AREA IAI STORWATER STORAGE CALCS PER ATTACHED COAD WORKSHEgr OWNERS BASED ON INGROUND STORAGE 3,821 CUBIC FEET CONTRACTOR PROVIDEDALLOWANCES. AREA 'A' STORAGE 1 ,5G7 CUBIC FEET4 HVAC SYSTEM REQUIREMENTS TO \ 1> AREA 'B' STORAGE 44 CUBIC FEET BE DETERMINED BY OTHERS. \ -6" AREA 'C' STORAGE 27 CUBIC FEET BOTTOM elevation STRUCTURAL SYSTEMS, TOTAL TREATMENT VOLUME 5459 CUBIC FEET \ � for reference only �\ REQUIREMENTS TO BE DESIGNED NOTE: \ \ `- DETERMINED BY OTHERS. \ FINAL GRADING TO CHANNEL REQUIRED TREATMENT VOLUME 5,323 CUBIC FEET \ STORMWATER INTO ON-SITE TREATMENT \ DESIGNER ASSUMES NO LIABILITY \ \ AREAS. FOR ERRORS OR OMISSIONS IN \ "K-o" '" BUILDING PLANS. CONTRACTOR TO VERIFY THAT SCOPE OF WORK \ TOB elevation \ for reference only MEETS ALL APPLICABLE CODES PRIOR TO COMMENCEMENT OF \ �/N WORK. D • / R III \ - b P q�i • D \ CONCRETE DRIVE �p Po iO3\ 04 710 AREA -OB elevation or reference m3'0 ' / ° �i \ /qD \ cc - - No. Revision/Issue Date G 0 D v 2 I/2' T z �, O \ n/ BOTTOM eleNation :slAo ` ' V for referen e only OUBLE RED BRIC BANDS TYP ' General Contractor PHILLIPS BUILDERS \ 2 1 545 5ELVA MARINA DR. \ O F ATLANTIC BEACH , FL E 0 / 32233 NEW / \ v 'N CONC /'� Firm Name and Address ` HATCH nI / �/�/) REPRE5ENT5 /� ICI , I` DESIGNED BY JOHN ROWAN 1 5 1 5AWGRA55 CORNERS ` EXTENT OF PERVIOd � US `' 2-i/2 Q UNIT # IOIA 1-011 PONTE VEDRA BEACH , FL : 3• �/ (904) 759-7087 b• I ' _ r ' _ • Port—o—let P 3 — I D Project Name and Address D, - \- - - - - - Ill 7.5' BRL - - - _ .•° COLLIER RESIDENCE (1-- , . _--e_ > > D a .. - , .r • > 40. I G39 SEA OATS DR .\ ATLANTIC BEACH , FL 3223 — — — � TEL HO E — — — � \ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - � TRANSFORMER M NOTE: Y \ FINAL GRADING TO CHANNEL STORM WATER INTO ON-SITE TREATMENT EASEMENT FOR Project t Sheet \ AREAS. 2013-0048 \ DRAINAGE & UTILITIES A Date �' � � \ stormwater flow 07/ 17/ 14 _ 1Of E FLAN J I SHEETS SCALE I 10' Slre';'plan based on Information provided by r , - Design Cooperative. Vehicle Parking Space !{l 4 .J ui.iR -+xt' 5--'z.Y•... a R-_.w .wry «.. .. LU GENERAL NOTES CODE & ZONING : DRAWING INDEX � 1. ALL WORK TO COMPLY WITH APPLICABLE CODES. THE Cr�3NTi ACTOR MUST 19. ALL CEILING DIFFUSERS AND REGISTERS TO B:THE SAME COLOR AS THE CEILING PROJECT DESCRIPTION ARCHITECTURAL COMPLY WITH THE RULES AND REGULATIONS OF-AGENCIES HAVING JURISDICTIt7N UNLESS NOTED OTHERWISE. "'' ' G001 DRAWING INDEX, CODE&ZONING, GENERAL AND TO CONFORM TO ALL CITY, COUNTY, STATE=:AND FEDERAL CONSTRUCTION, Project Description Collier Residence Addition/Renovation N01 ES SAFETY AND SANITARY LAWS, CODES, STATUES,AND ORDINANCES. 20.ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION 011111 OF SPECIFIED FINISHES. Location 1639 Sea Oats Drive.Atlantic Beach, FI. 32233 2. ALL FEES,TAXES, PERMITS,APPLICATIONS AND CERTIFICATES OF INSPECTION Zoning Residential Single Family-Large Lot OF ALL WORK WITH GOVERNMENTAL AGE=NCIES TO Ear THE 21. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MAN FACTURER'S AND THE FILING A100 SITE PLAN 1/11 VJ all I 1 1 RESPONSIBILITY OF THE CONTRACTOR, COINTF2ACTOR TO 083T AIN ALL PERMITS AND RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND J APPROVALS PRIOR TO COMMENCEMENT WITH THE WORK. SPECIFIED. BUILDING OFFICIALS AND APPLICABLE CODES11 U! IN 3. THE CONTRACTOR TO COMPLY WITH THE RULE AND i�='.E REGULATIONS OF THE 22. PATCH ALL AREAS WHERE THE FLOOR IS NOT LEVEL OR TR E PRIOR TO THE Building Code Official Atlantic Beach A101 FIRST FLOOR PLAN ~QNG OWNER AND MANAGER CONCERNING HOURS OF=AVAILABILITY AND INSTALLATION OF SPECIFIED FLOOR FINISH(-ES). 0111/1. BUILDING + Fire Marshall Bob Ratliff A102 SECOND FLOOR PLAN LU DELIVERY AS WELL AS THE MANNER OF HANDLINGH+ATE6 tl ALS3, Et.l?IPME`1T A ID LU 23. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE LOCKING FOR WALL Building Code FBC 2010- Building (Residential) A103 FIRST FLOOR REFLECTED CEILING PLAN j 0- DEBRIS. ® SUPPORTED ELEMENTS INCLUDING MILLWORK, EQUIPMENT, FIX rURES AND U 4. ALL WORK SHALL BE PERFORMED BY SKILLET)AND QUALIFIED WORKME-iN I€°l FURNITURE. CONTRACTOR TO VERIFY EXTENT AND COORDINATE WITH APPROPRIATE Plumbing Code FBC 2010- Plumbing A104 SECOND FLOOR REFLECTED CEILING PLAN All 05 ROOF PLAN z ACCORDANCE WITH THE BEST PRACTICES OF THET THE;RADE'S INVOLVED AND IN SUBCONTRACTORS. Electrical Code FBC 2008- Electrical COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT LAWS, STATUTES <- : r t e 24. PAINT TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS Mechanical Code FBC 2010-Mechanical LU LU OR ORDINANCES CONCERNING THE; USE. ')f Uf,4I,.�N LABOR. Mechan OVER PROPERLY PREPARED SURFACES. WALLS TO BE STRAIG T AND SMOOTH. A201 ELEVATIONS 5. CONTRACTOR AND SUB-CONTRACTORS TO FIELIJ /EFIFY ALL DIMENSIONS AND PROVIDE MINIMUM ONE COAT PRIME AND ONE FINISH COAT. FI ISHED COAT TO Life Safety(Fire)Code Florida Fire Prevention Code 2010-NFPA 1012006 LL A202 ELEVATIONS ® CONDITIONS SHOWN ON DOCUMENTS AND MUS r�MOTIFY ARCHITE CT OF ANY COMPLETELY COVER WITH NO STREAKING OR BLEEDING OF UNDERCOATS. NFLIC"TS PRIOR"FO P; O 'E:EDIi`JG WITH THE Accessibility Code FBC 2010- Building IE OMISSIONS AND/OR GO A203 ELEVATIONS 1 DISCREPANCIES, WORK. 25. UPON COMPLETION OF THE WORK, "THE CONTRACTOR TONOTIFY BUILDING A204 ELEVATIONS OWNER REPRESENTATIVE THAT"THE PROJECT IS READY FOR INSPECTION. OWNER � EXPECTED TO PROCEED IN A FASHION THAT WILL NOT DELAY REP WILL COMPILE A"PUNCH LIST"OF CORRECTIONS NEEDED, F UNSATISFACTORY OCCUPANCY AND GENERAL BUILDING REQUIREMENTS 6. EACH TRADE WILL BE s AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTIN ENT UPON THE Occupancy Classification R-3 OTHER TRADES. y SUCCESSFUL COMPLETION OF THE PUNCH LIST. - 503 Type % z 7. THE CONTRACTOR 15 RESPONSIBLE 1=OI2 THE DITR13iJTIC)f'J OF Dlt�:'�Vii�3GS-l`O ALL Construction Type(Section ) yp STRUCTURAL LI TRADES UNDER THEIR JURISDICT1011H. 26. DRYWALL CONTRACTOR TO CLOSELY COORDINATE HIS WORK WITH THAT OF Exit Access Travel Distance (Section 10 15) 175' 5101 COVER PAGE OTHER TRADES.WHERE DRYWALL IS IN CONFLICT WITH DUCTWORK, PLUMBING LINES, -THE- r N E. . THIS CONTRACTOR TO PROVIDE ALL NECESSARY BRIDGING AND BRACING f HIGHEST QUALITY It�l EVERY ETC CO Dead End Corridor Limit 20 S102 FOUNDATION PLAN j [Z 8. ALL MATERIALS TO BE NEW, UNUSED AND OF T F,E HI SHE� Q -.� r TING WHERE _ EOR SO ND RA r� D TO MAINTAIN FIR L . ,I I MENT REQUIRED TO SECURE DRYWALL AN / RESPECT, UNLESS OTHERWISE NOTED. MAf�IIJF,AC;TL11dE�'� E�nATI_{�IALS AIvET�,.J r TO BE STORED AND INSTALLED IN ACCOFtOAi`1C;E=W!T'H THE=PAANUF ,CT'U;�ER'S REQUIRED. Min. Hallway Width(R311.3) 36" _ S103 FIRST LEVEL WALL PLAN Ul) - ONS• 11.4.2 S104 SECOND LEVEL WALL PLAN WRITTEN RECOMMENDATIONS AND INSTRU(,TI Min.Width Of Exit Doors(3 ) 36 / TENANT'S 27. CONTRACTOR TO PROVIDE ADVANCE NOTIFICATION TO a Number Of Stairs 2 S105 FOUNDATION AND FRAMING DETAILS X 9. THERE WILL BE NO SUBSTITUTIONS OF MATERIALS INHERE A MANUFACTURER IS REPRESENTATIVE WHEN TENANT OR THEIR CONTRACTOR(S)A E REQUIRED AT JOB U-1 M SPECIFIED. WHERE THE TERMS"EQUIVALENT TO"OR"APPROVED EQUIVALENT"ARE SITE FOR COORDINATION MEETINGS OR INSTALLATIONS. � Max. LandingSeparation 311.5.4 12' 0" S106 FRAMING DETAILS � USED,ARCHITECT TO DETERMINE EQUIVALENCE= BASED ON INFORMATION SUBMITTED p ( ) / I- 2 NOT ED 7 3/4" Max Riser&9" min.Tread.Excl. Nosing % BY THE CONTRACTOR. 8 USED New Treads& Risers (311.5.3) / RK AND MATERIALS TO _ _ ^ FOR I 29. NOT USED New Handrails 311.5.6 34 to 38 Required on one side of stair. OF NOT 0 10. ALL L/EOSS THAN ONE (1)YEAR AFTER APPROVAL OF^FINAL P Y MENT f JTt A PERIOD Guards ( ) 36"@porches, balconies 34"@,open stairs / DESIGN/COOPERATlVELLC 30. NOT USED 11. THE CONTRACTOR IS RESPONSIBLE FOR C1�I1"-TING AND PAT(,"Hl°1G REOIJIRED FOR % 1032 S N JACKSONVILLE, AVENUE r� HIS WORK UNLESS OTHERWISE NOTED. 31. DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION. DIMENSIONS Emergency Escape ! 5.7 square feet net clear opening % JACKSONVILLE, 3 32207 d ARE NOMINAL UNLESS OTHERWISE INDICATED. Railing Min. Sphere 14" % TEL/(904)290-1032 °- €=, �r��1 FREE' F % FAX/(904)592-5892 12. THE CONTRACTOR TO,AT ALL TIMES, KEEP THE PREMISE53 FR__E,O j www.dcoop.com ACCUMULATION OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN 32. ALL WORK TO BE SCHEDULED DURING REGULAR BUSINESS HOURS UNLESS NOTED Headroom Required 6-8'" DAILY. OTHERWISE. - % FL/AA26001646 i � ILL CONFORM WITH AWI STANDARDS FOR PREMI M GRADE MILLWORK. 13. THE CONTRACTOR TO PROVIDE FINAL CLEANIi�ICi®#=ALL AIrAil OF NC�Ri 33. M WORK TO INCLUDING THE CONSTRUCTION ACCESS, ROUTE, FINAL CLEANING TO INCLUDE DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPON ISLE FOR MILLWORK 01111, CLIENT WINDOWS AND CEILINGS. ENGINEERING. M Keith&Jenn Collier 3 GOVE�RI,d. LARGER SCALE DPfi.WiNUS TO 34. NOT USED LOCATION 14. DO NOT SCALE DRAWINGS; DIMENSION."-3 NSLOf`J� r-+ ® GOVERN OVER SMALLER SCALE DRAWINGS. % Atlantic Beach, FI 32233 1639 Sea Oats Drive 35. PROVIDE'ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF ELECTRICAL AND Atlantic U 15. IF DIMENSIONS ARE IN QUESTION,THE C'>(JNT{ACTOR IS RESPONSIBLE;ISLE TO GET VOICE/DATA OUTLETS,THERMOSTATS, SWITCHES AND OTHER EVICES. / CLARIFICATION ATION AND DIRECTION FROM ARCHITECT-PRIOR TO PROCEEDING 1141TH THE 36.WHERE PIPES,'CONDUITS OR LOW TENSION WIRING PENETRATE AFIRE RATED % WORK. ENCLOSURE,THE SPACE AROUND SHALL NOT EXCEED 1/2"AND SHALL BE PACKED 16. ALL INSTALLED PLUMBING, MECHANICAL AME? ELECTF ICAI_EQUIPMENT TO SOLID WITH BATT INSULATION AND FITTED WITH ESGU CHION LATES ON BOTH SIDES OPERATE QUIETLY AND BE FREE OF VIBRATION. OR EQUIVALENT TREATMENT TO INSURE COMPLIANCE WITH FIR E RATING. UJ 17. UNLESS OTHERWISENOTED IN MECHANICAL DRaIJGS CZ SPECIFICATIONS,TlONS, 37. NOT USED LU HOLD DUCTS AND MECHANICAL EQUIPMENT TI HT TO STRUCTURE ABOVE. z % I` 18. THE CONTRACTOR SHALL NOT LOCATE CEILING t?I}= rUSEEt OR REGISTERS Q WHERE FULL HEIGHT SHELVING, FILES OR STORAGE IJIJI-TS ARE INDICATED ON PLANS. E " M �I�� :zC" 'FTI AL & FIRE PROTECTION NOT S ® 2R .. ' c ECA ;� WING ISSUE DATES D RA J 1. ANY MECHANICAL, ELEC;TRlCF;I..&PLUMBING I�IFfJRdJIAT"IOId GvE}1f:ATI i7 Ol�l`TFl1= 4. CONTRACTOR TO HOLD DUCT AND MECHANICAL EQUIPMENTTIGHT TO ARCHITECTURAL PLANS IS SHOWN SOLELY FOR THE PURPOSE OF COORDINATION STRUCTURE. 1 IN `.I LU OF THE ARCHITECTS WORK, MECHANICAL, ELECTRk,'AL, PLUNIBiNG&FIRE DATE REMARKS j PROTECTION IS BY OTHERS. THE CONTRACTOR SMALL SUBMIT DRAWINGS A,ilD 5. PROVIDE ALARM STROBES AND HORN STROBES AS REQUIRED BY CODE. SPECIFICATIONS FOR PERMIT AND COORDINATE WITH ARCHTrECT AS REQUIRED. 9j r - - j s R EMERGENCY BALLAST N LIGHT FIXTURES 07.26.2013 PERMIT SET LU CONTRACTOR TO PROVIDE ENERGY CALCULATIONS IF REQUIRED FOR PERMITTING. 6. PROVIDE EMERGENCY LIGHTING O ; 0_ AS REQUIRED TO MEET CODE REQUIREMENTS FOR EMERGENCY LIGHTING. ® 2. ALL MECHANICAL, ELECTRICAL, PLUMBING AND FIRE= PROTECTION SYSTEMS UU SHALL BE INSTALLED IN ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES. 7. PROVIDE 1=114"CONDUIT FOR TELEPHONE SERVICE. PROVIDE PHONEIN Z BACKBOARD, GROUND AND OUTLET IN PHONE ROOM OR AS INDICATED. SHALL COMPLY AND BE REVIEWED BY THE BUILDING OWNER. oil V) 3 ALL SYSTEMS IN LU DESIGN SHALL BE IN ACCORDANCE WITH T HE< Lf TEST DESIGN CRITERIA ISSUED BY �' ® OWNER. ®L IN TYPICAL O TINGE_I _S VICINITY MAP DATE. 6,14.2013 ......._..................................................................................... EDGE OF DOOR FRAME OR CASING. OIN -1-1-11-11.................. %1111....... SQUARE FOOTAGE TAE U LATI ............................................................................................................................ �_ LOCATE THERMOSTA`r ABOVE SWITCH WALL.I/iC711?l"rELi PHONE OUTLET r .......................- M... NEAREST THE DOOR FRAME y LEVEL 1 EXISTING NET CONDITIONED AREA l5 SF ................................. ........ ry p� s 50" AFF 5 s✓ti iii G�. 2,7.., ............. ............................... LEVEL 1 NEW NET CONDITIONED AREA 1,002 SF % - 1111.. . LU . a . e a . a . y LEVEL 2 EXISTING NET CONDITIONED AREA 750 SF ............................................................................................... ................_..._.._.. 4 „ Ari_ T r LEVEL 2 NEW NET CONDITIONED AREA a 1,460 SF j PROJECT NO. 13104 WHERE MORE THAN ONE SWITCH IS F?EC?1J1E2 D, TOTAL CONDITIONED AREA 5,996 SF i GANG SWITCHES INTO SINGLE COVER PLATE , r k f LL1 _ _ _ TOP OF BASEBOARD 5 1/2 � ,r�F A D e _- r _ _ �r �t > LEVEL 1 EXISTING GROSS AREA 3,834 SF j �a8 -� ---- BAS p ;, o INDEX, CUU LEVEL 1 NEW GROSS AREA 2,587 SF j _ __- _ ,E T LEVEL 2 EXISTING GROSS AREA 865 SF j w 44" AFF AT COUNTERTOPS,TYPICAL Ui�JLES J r j OTHERWISE NOTEDrsF y' y LEVEL 2 NEW GROSS AREA 2,676 SF Q `�' GENERAL NOTES: z ` ;f �, TOTAL GROSS AREA � � � r <<,, ,r_ •- SOT . . 9,962 SF j z 1. OUTLET AND SWITCH LOCATIONS INDICATED ABOVE ARE MEASURIE) T O TOM OFNO THE COVER PLATE UNLESS OTHERWISE INDICATED. IN 2. UNLESS NOTED OTFIERWISE,GOvER P[,-XrE-ArlIID OUTLET siNITC;FI.SHALL EirEI_UTRONBUILDING FOOTPRINT 7,578 SFff Is OW& 0 A ® VAREO SERIES. COLOR TO BE.IVORY. Gu r y' j p Y j LIJ j .0000/+ \# LIJ 000 LIJ ,ry V) r EXISTING SITE- 28,928 SQ.FT. ® 50% IMPERVIOUS \` j REQUIREMENT- 14,464 SQ.FT. V) y* EXISTING HOUSE- 4,163 SQ.FT. Lu \ NEW ADDITION - 2,977 SQ.FT. 1< \r CL NEW POOL/DECK- 2,194 SQ.FT. o W SALT ROCK DRWY- 4,256 SQ.FT. is \ 50tPERVIOUS— 836_-SQ.FT ��---- �` � TOJ"AL IMPERVIOUS- 14,426 SQ.FT.uj ul 40 DESIGN/COOPERATIVELLC 4%� j 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 \: �\ wvlw.dcoop.cam Ei IAA26001646 w CLIENT Keith&Jenn Collier ® s ALT ROCKED, CONC. DR NE \ % LOCATION 1639 e ve Atlantic cB®ch,ats FI' t 32233 LLj uj CY- Lu up ' x n �n ® IN A / co ru IN BRICK BANDS TYPCO -40 IN CL 1 \ fj?, f W \moi j LL REPRESENT / ice/ ; 5lJ -��' EW CONC. WALK j ! = I � L / \ / a / % DATE: 6.14.2013 c>CC \ EXTENT OF �t/L w ! PERVIOUSPAVERS ! t f \ Y` r * / - .44 \ \ .................................................................................................................4 . Lu n F XISTING TREE \ %......................................................... ............................................................. .... TO BE REMOVED . y \ �• ; ` . oo ........................................................................................................................ \ _ d \ - _ _ w \ Co v -- -- - — ,32 1 PROJECT NO: 13104 Ln IN 7In LL 9'-0" 1 TELEPHON \, — - - - - - - - - - - - - - - -- - - - - TRANSFORMER IN \ ; - - - - - - 17) < A , 7 0 EASEN�E T E�JR ul \� DRAINAGE & UTILITIES ® 1 SITE PLAN % SITE LAN z \ i. A 1 V) , r • " 4 -77 � r Li EXISTING EXISTING e� )zY 11x11 LU W - - LjL uj © NE ry EXISTING \ / HCOVER EXISTING (n1 STORYuj PATIO ,L WOOD O - ---- ---- - ,-, _� SCREEN SEES z ELEVATION L WOOD \\` EXISTING 5'-0X3'-0 - - - - - - - - d --- - - - - SCREEN SEE / F: 41-4" 5'-0" I ) EXISTING ELEVATION / -I ... m.. .. n._. — NEW I EXISTING FIRST FLOOR w 1 STORY NEW WOOD a. TO REMAIN AS ISSCREEN SEE �.�,�ADDITION -i-Orty — IIIIII )) N ELEVATION W T-3X570 JLAUNDRY' I• ,_ � o � / j/// j/i 8X8 WOOD I „� I 2. OX2 0 _ f T-1 1 2" 7' 011 _3 3'-p'.' 1-5 1/2 // � COLUMN TYP. / / C 0. 2 0x2 0 9uj 1100 u� L �� I 2'-0X2'-0 PANTRY �, C r- i � a � ) KITCH EN ILn MECH L ) Lin NOTES: i; 24'X6'-8" 8) — --ELL- DESIGN/COOPERATIVELLC ( ) 1032 HENDRICKS AVENUE 1. HATCH AREA INDICAISPANEL OPERABLE N . 5'-6" 7'-6" JACKSONVILLE FL 32207 HOUSE r DOOR SYSTEM ) TABL% n I TEL/(904)290-1032 2. DOOR DIME JSIONS ARE TO ROUGH I SEATING � 18.5.x' 13 3'-3X5'-0 "�' j FAX/(904)592-5892 p- OPENING TYP., U.O.N. I DINING ROOM www.dcoop.com - a mac: —� BAR SEATING ) P 3. l i�TE>vICFa'aJF`LL DlillE.,IJaJ ARE IO 16x37 I o -r —rte --� f- - FL/AA26001646 FFvaIINC�TYP., U.O.I . POOL � -- — - -- - -- -.� c�'. - t� ' ) C� 4. SEE EI E-DATIONS FOR WINDOWS W/ oo I 26x16 `��' � TL-T � 2-2 I I ININ _ ,., COVERED OUTDOOR SEATING � ) � '',) �;, CLIENT 0 5. ROOM SIZES SHOWN AfRE APROXIMATE Y I - VAULTED r = `` I Keith&Jenn Collier CEILING13'-3X5'-000 M % 1639 SeaO _ II Atlantic Beach, FII 32233 -: _'. 6x6IN D - - ........... JACUZZI r. a� t� t t� 00 I 7°-0" 71_0:1 _3t 22x22 I IN cL 7'-0" 21'-0" . '' 7-0 7-0 7-0 71-011 7 0 7-p - - ,� VAULTED I _ W - - -- ... LIVING ROOM � I ch aG .t t_ 1'-5 1 2,. _. r; CEILINv 3 3X5 0 11X11 WOOD 7-11 1/2 16-0 3 0 1/2 2-10 6 2 1/2 3-C 5 0 3 0 / w m COLUMN TYP. \ _. ce • . � L uj z __ �� - _ -- - - - - -- - - - - - - 6'-4.. 6-41� 6. 4.. 1'-3",, 3._3.. T.9.. T-3%, 3t1/2 IL -- lo 3'-3X5-0 01 101-11. >, I LAND CAPE I IN ...3'-0" 4' 1" 15'=6" 30X68 16X8 GARAGE IS DECORATIVE ND )� � I (n DOOR � I 3' 3X5'-0 3'-3X5'-0 . � DOOR % w � �� SINGLE LITE �® ! I r - - - - - - - - - - - - - - - - - Ln 30X68 DOOR WITH Q 25x12 - 15x15 'ri'JE TRANSOM 2X68 I I SI�fING ROOM. ; EXISTINGVMS % ��J'3€'K AREA SINGLE LIE DOOR _ D OR W H 3 9 3-0 9 4-10 3 ,0 7 r—' d 60X68 30X68 - HA F - - _ 3-3X5 C X68 - _ oc �' MECH " ) ) OPEN ... 30 .� 0 SINGLE LITE SINGLE LITE BA1. H �- SINGLE LITE ¢ z o ABOVE ) % 0 _ m w DOOR WITH DOOR WITH M — 1 (( EXISTING / 0 r+ DOOR WITH a TRANSOM TRANSOM 1 V I TRANSOM 0 z _ � - - - -- - � ) ) - - 15x14 2'-8" I I 1 ) IT - CLO T16x23 OFFICE 3-3XT0 2-8 6 3 0 MASTER BEDROOM 0 I LL 01 BID 4x21 I % ®��: 6.14.2013W c 24x38.6 'I ) .f' BEDROOM - t�. = I 4 CAR GARAGE cn BATH M ,, I � 3,_3X5,_0 3X5 I 3 2'-6X5'-0IN........................................................... .............................._....._.......................... !i1 1 11 l' 1 p ' ❑ I ,1 11 I _.•.I C f... 1, ' �� ') - > OPTIONAL 31-51 3-1 91-5l' 21-111 31-0" 2'- 101-311 .-t 10-10 3-8.. '-1 'i W - WINDOW5 r14 .......................... .................................................... ............................ ................... f I / ti 1 / 24x10 T1j �� z'-1° _ � � � ......................................................_._................................. 3'-3X5'- 7n MASTER CLOSETI 9'-3" 21-0 _ %......................_..................................................................................................... z _ , ; � : ) I ILMI I N m I.1 d ............... W Cn N u ' zo — . I - -- -- ___ _ _... _ /...... 16'X8°GARAGE 16'X8' GARAGE _ 11x23 „ „ ,_ „ ,_ „ - o MASTER BATH i M 3-3 4'-8 1/2 4-0 8 0 3 3 13 8 j PROJECT' NO: 13104 DOOR DOOR ° p” 6'-10" nn ® i d I _ 3-3X5-0 3-3X5-0 j z '�- _ — - `� i I M -oo', 3'-3X5'-0 I ' Lu in i'- X5'-0 ^ d n L z opmm FIRST FLOOR PLANFIRST FLOOR t� 21'-10 1/2" (n -- — 5-6 1/2 9-10 1/2 3 3 �� 1 H - --T-11 1/2" 16'-0.. 2'_6:� 16-0PLAN WOOD WCOODN SEE - 3/16"=1'-OnNO r F� SCREEN SEE j 48'-0" - ELEVATION 35'-0" ELEVATION A10 ® 83-0° I` - i All 4k N EXISTING SECOND FLOOR INTERIOR LAYOUT TO BE o \ �-1 RECONFIGURED AS SHOWN i Lj > M F U. -CO ® EXISTING � -o "� Iry / 3_s„ j uj 2,6 - 0 j EXISTING FIREPLACE cry 14EW 2 EXISTINGTO REMAIN „ g�� / .......// COVEW 1) 1 STORYry 6' PE 3: NEW „ 1 STORY NEW Ce ADDITION 2 STORY A MUM ON NEW WD. RAILING \\��=� %0 a_ 3,- SYSTEM. SEE ELEV. 3-2,;;• I . - I �. / F A �- SECOND — sg� FLOOR PLAN EXISTING RENOVATION DESIGN/COOPERATIVELLC Q � N. ,S. 2 �� 11 1032 HENDRICKS AVENUE r-. 3/16 =1 .0 % JACKSONVILLE, FL 32207 /I ......... ....... ....................... .......... ... ........ . ..................................................... % TEL/(904)290-1032 FAX/(904)592-5892/ www.dc ._.. FL/AA26001646 Lu ,, 102-4 / € ......... ................. .... .. ................................ .. ....... .. ............. ... .... .......................... . ......../ / ...... ....... ........ ....... ... ......_. ...... ................ ................. i 481-6t' / CLIENT ------------ -- -- -- 21,-5 1/211 : 15'-11" , 16'_.5.1 - Keith Jenn Collier ® :11'-OYY 9�/2" 4, 4YY 9'1/2" 12'-4 1/2" 4Y_;}YY 9 1/2" 14'-1" 1'_6" 5'_p" Z� p Y 5Y_ ,Y „ Y YY 11 2�Y % LOCATION (,� �c---__ 0 2 B 5 0 / 15'-11'° 2'-0" 2+ p��.. O,�.Z, O�,_ 0,,.2,fl�,.. .� 0,,..Z,,.Ot,...2�T5 1/2� ........ 10 10 - 1639 Sea Oats Drive - ---- - _ -, j Atlantic Beach, FI 32233 — — -- — -- t uu JR .......... ................................................. Lu 10 4'-4x1'-10" 4'-4 1'-111 0 [� uJ00 I ( u yt ,.- '. `. 1 , II ......:..... .. ....:._ .. _ ......::: .........:................................................ _..... .... j EXTERIOR WALL FINISH IN- 21-x21-011 ,-Q,-0II 21-x21-011 1-x21-011 21-x21-011 1-x2,-011 2-x21-0,I 21-x2-0 THE SAME PLANE'BRICK cn "' i i BELOW WD. SHAKE_S �t I I I ABOVE SEE�. ELEV. ..... .._.1,-x2-0Y ............. u . , , Y, Y , YY , , YY t _ .J 5-0x2-0 5-0x2-0 5-0x2-0 w o _ 42" NIGH GUARD RAIL . OPEN TO BELOW 2'-x2'-0" �o ME > 2'-x_' 0" ` SYSTEM oPON N VAULTED CEILING—\ o 2'-x2'-0„ o 12x38 _Y zo o PLAY AREAM _I - - o ® M N 2Y_X2,_©" , e u ® 19x47 2'-x2'-0" o `_° ... Z - ATTIC 2'-x- N N S' �'-0" STORAGE N e _ 111 w o I T-3" 3'_p„ 4„ 5'-Il 1/2" 5'-11 1/2" 9Y, 3,_O„ 7, ryY, Y {,Y 3,:4„ 5„ 14' 6„ 2'-x2'-0" o I.. .... — % 1 - N LL' C ............... .. ...... 0 9 2'-x2'-O,Y DN _ ( — _6x5 — — — — o --— - 4 TREADS @ 11 - 3-8 2'-x2Y_ . 0„ o N 6x55 N F 6x5.5 M © CLOSE CLOSETt -- -- ... ........ % j DATE- 6.14.2013 i BO uj - ` - /.... l _ u, I- 15.6x11 .............................................. = v] 7h 1 15.6x11 ....1 .. .....� BEDROOM E10 0 0 `� BEDROON - %............................................................................................._.............................. ® — K 4'-4 V-10„ c� _ - - � ' 11 1_ , " 1_ , " ' 1 " , 1 -"- -- -- d 9x6 -x2 x2 x2- -x2- -x2- - ,.......... -tea BATH BATH — _ _ _� ____ ___ _ —_ _.I M _— - -- - = cY - _ _ ... Lu I' ` ''' 3'-3x5'-0" - --- ............................................................................................. M � M IT ® — __ 1'-7x5'-0" — _ 3'-3x5'-0" � r, PROJECT O: 1319 N ' }V' 3'-3x5'-0" Lu _ 1 IP-o" 9 1/?" 4'-4" 91/ 11 11'-7" 91/ ,1 4'-4" (, 1! 13'-7" 4'-0" 3'-3" 6'-0" L2'-O" 4'-0" 2'-0" 6' 6" ' I 11 i 11 YYi " ,_ 1 " ,_ 1 1 " ,_ 1 ,i 1 1 " ,_ Y_ _ ___---__________ LL___. _ 73-3 4-0 P.-10 1J2 Z^-0 0 2-0 0 2-0 0 2-0 -0 2-0 5 1/2 EXTERIOR WALL FINISH IN /��,�//,'� - 01 e- THE SAME PLANE. BRICK j 48'-0" 35'-0" ,- „ BELOW WD. SHAKES - -------- 19 4 ABOVE. SEE ELEV. '-' ,�---- ------- ------- - 102'-4" � SECOND y FLOOR SECOND FLOOR PLAN- NEW ADDITION L ® � 1 3/161�_0�� AM 3 k, 4 { R Imm, EXISTING 2 STOMY ` EXISTING PANEL THIS SPACE TO REMAIN AS IS uj uj NEW E EXISTING 0 COVERED1 STORY v {PATIO u- Z NEW - - - - - - 0 1 STORY NEW L-71- - j ,.`�_, ADDITION 2 STORY ADDITION ION 8'-0" CLG HT ui - - IGFI 8'-0" CLG HT H KEY PLAN ' - - � N.T.S. Al 03 cLn n WH Q� CL NOTE: _ - ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH '10 NEC. PROVIDE ARC-FAULT CIRCUIT ui INTERRUPTERS IN ALL BEDROOMS PER ARITCLE 210-12 L-6C - j ` "c� _. 4-2 I— L-6 Q LIGHTING LEGEND: ELECTRICAL LEGEND: _ UNDERCOUNTER LIGHTING 4h DUPLEX WALL OUTLET � �; v � NEW PANEL DESIGN/COOPERATIVELLC RECESSED CANISTER Girl GFI DUPLEX WALL OUTLET ' �' _ � �€ 1032 HENDRICKS AVENUE Q L-6 L-6' T � _ L-2 �_ L-2 JACKSONVILLE, FL 32207 LIGHTING SPEC � APPLIANCE RECEPTACLE � t � � TEL/(904)290 1032 L-2 L-2 _\ I FAX/(904)592-5892 SWITCH C TELEPHONE www.dcoop.corr� ® I -- FUAA26001646 W - I . L\ 3 J WALL SCONCE I eco GARAGE DOOR CLIENT \ / _ L-2 L 2 —I � � — _ % Keith &Jenn Collier Z SUSPENDED PE=NDANT - CABLE TELEVISION H tj \ L-9 LOCATION = % 1639 Sea Oats Drive - EXHAUST FAN O SMOKE DETECTOR s.. VAULTED CEILING —1 - � ® \ % Atlantic Beach, FI 32233 $, 3-WAY SWITCH L-2 L-2 /L-2 0 - \ -2 Y,r �VAULTE ILING - w / L 2 VAULTED CEILING W ( L-7- / -- -- — — w TO HOUSELIGHTS _ � - - - - - - - - - - � - - - - --- Z ABOVE SEE 2ND� \` - i - -- - F " FLOOR RCP -� L-7\� � L-6 - L-6 . -- I L-2 A % T'z - C' _ --- L-6 �� I i z�� / L-2 L_2 L-2 I L-2 �` '7 �� ti L 7 % I -- I �g \L-6 �L- L-6 I' L-6� ��, L-6 \� \ U I _ � __moo--_- —_---�---_� j j GFI a ' L-2 L-2 A L-2 L- (DLLi d "ATO LIGHTS ABOVE s - � SEE 2ND FLOOR RCP O / goo � r < • I � ' `— % FI_ _J L-2 �- L-2 _ L-2 _ �__ 8'-0" CLG HTS 0 L-2 ---o' y L-2GFI L-2 L- _ Z _ i L-� GFI '- " T �\ � j \\ 9 0 CLG H - - - OPEN TO ABOVE L-2 m� / / / I L-2 L-2 I I _ ----- / L-2 L I — - - L-2 q �— _- � �� L 9 \ 8'-0" CLGHT �\ { a / I - _- _ TO LIGHTS ABOVE \ C- , ) { DATE: 6.14.2013 I I i O L-6 \ I ;! - - SEE 2ND FLOOR RCP- L-2 c �' L-2 \\ /L-2 I %- a \ q I /................................ — — _ f / = I- coo C��o �� - - I L-2 _2 I ; - ? - wHl �� I ............................................................... ...._...................................................................................... L-2 L-2 L-2 I I /// 0 L_2 � -� -- L-2 -_ ......................................................................-..............................- _ ' ��-- 4 �- I i� 11 o /.............................................-..........._...............-........................L 4 � r LLJ ! �\ ............. ................................... � __ -<� L-2 L-2 t / W ( L-2 9'-0" CLG HTL 2 I ...._..................................................................................... PROJECT NO: t� o L-6 L-2�� L-2 a 1310 ® I r� � � $'-0" CLG HT — __- - - ----- — �, I n I L-2 L-2 _ %T FLOOR - --- - L-7 L-8 L- �_ 2 Q� L-2 L- FIRST P11, REFLECTED FIRST FLOOR PLAN % CEILING 1 3�16��=1•_0•• LA IN 0 i j j L-7 /L-2 -- L-2 L-6 L-2Lj j' L-5 L=8 s"s i NOTE: % ` ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH '10 NEC. PROVIDE ARC-FAULT CIRCUIT 2 � s INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12 LLJ L-2 LIGHTING LEGEND: ELECTRICAL LEGEND: ® i L-2 �� -- - - - - UNDERCOUNTER LIGHTING DUPLEX WALL OUTLET UL o EXIS f INI� � >' _ � � L/S e%/ � L- / GFI �.,. ULj c-� L 6 / L 2 i _ L-2 o RECESSED CANISTER GFI DUPLEX WALL OUTLET LijL 2 L 2 `\ L-2 -- LIGHTING SPEC APPLIANCE RECEPTACLE in U- EXISTING CEILING \ L-2 _ SWITCH -TELEPHONE 0 HEIGHTS P IN THIS Z '/ PORTION OF LAYOUT :� ;Y L-2 s) —� `s- WALL SCONCE G� GARAGE DOOR GaJENE EIS I ING z�� -- -,l - SUSPENDED PENDANT -• CABLE TELEVISION wa�a- R „L-6 L-22 L-2' a. \L-2 / w -_ - �� I L_2 EXHAUST FAN SMOKE DETECTOR L-7 ( �' / / -----6^. l l /J 12,1 %l NEW 3-WAY SWITCH / j - - � 1 STORY NEW ,��- ------ % ADDITION t 9FOR�' L-6 � x A D D1, sal s �- ........ .... .... SECOND FLOOR REFLECTED CEILING PLAN- EXISTING RENOVATION2� ®RcKS � LF� N.T.S. 3/16"=1'-0It % JACKSONVILLE, FL 32207 % TEL/ 904 290-1032 s j j FAX/(904)592-5892 OF ............................................................... ..... ..... / coops®m �jww d FL/AA26001646 uj .. CLIENT yr % Keith&Jenn Collier :. ................................ ....... .......... ... ..._.. ...... ......... ............ / LOCATION ® W 1639 SeO t Drive �A; / \ Atlantic Beach, FI 32233 Lu 01 L' / / W / i W L-•1 L-1 . z / / j TO HOUSE LIGHT SWITCH BELOW Y, L-2 L-2 L-2 �\ L-2 C13 V � �� ' � TO`_SWITCH � O L-7 BELOW - > L-1 L-1 L-1 _- L-1 L-2 ,--- L-2 L-2 % L-1 -- - _� �� ..T L-2 L-2 L-2 % Y --J 1-2 L-2 9'-0" CLG HT ry ................... ... _ o --- U L-2 \ � -- t - __,� .. L-2 L-24 OPEN TO''BELOW L-2 - --- -_ � L 2 L 2 2 L-2 - - L L-1 L-1 L-1 \ L-1 --,- L-1 cn ® L-7 C VAULTED CEILING e E� L-2 ......... 1 Qb - / T % LL - - -H-1 - - - �- % L-2 L-2 8'-0' CLG H� �'-0" CLG HT L-2 L-2 -- - - TO 3 WAY'SWITCH § / - - BELOW w I o _J .I L-2 I I 1_22 -- — ......h ®ATE: 1.14.2013 L_ / `\Lu L2 L2 // L-2(� c -20 L-2 -- _ - .. / 1 / �� 9'-0" CLG HT L-2 j L_2 9'-0" CLG HT .................. .............. ......................---- -......._-------.......... ....... i Q-4 L� cn _ ---- __ _ _�.__ ��__ _ -- - �L-2 �- _b - �' - 'L=z L-2 PROJLL ECT NO: 13104 ® 81-011C1, '-0" CLG HT 8'-0" CLG HT DJL-7 .'• . SECOND Lu � VAULTED CEILINGFLOOR a \_- --- t REFLECTED ifl CEILING [ PLAN z SECOND FLOOR REFLECTED CEILING PLAN � NEW ADDITION % a3/16'x-1�_p�� , �4 i o 101, EXISTING � , fel,,. / / 2 STORY fLi i �o R / / I FV, j _ i 1 NEW EXIS TING COVERE D STORY % % PATIOf �, � _ �' 4LL ® z EXISTING SECOND STORY ROOF TO REMAIN. 4.12 NEW STANDING SEAM METAL ROOF uu NEW : ,� \, f INSTALLED OVER EXISTING STRUCTURE ® 1 STORY NEW z ADDITION 2 STORY o ADDITION va Lu Lu rte. i F PLAN ; f �-. . ........ .......� .................. N. Si 4:12 w Lu % /. DESIGN/COOPERATIVELLC 1032 HEN ... ...... INDRICKS AVENUE JACKSONVILLE, FL 32207 F' I / % TEL/ 904 290-1032 Q NOTE: \\ \ ................ ....... ( ..:._ 1. STANDING SEAM METAL ROOF. COLOR TO BE % FAX www/(9 4)92-5892 SELECTED B`(OWNER. SOFFITS WILL BE VENTED TYP. I I a \ / % P 2. THE V-7" DIMENSION SHOWN FOR THE SOFFIT IS ................... j FL/AA26001646 Q FINISHED DIMENSION NOT TO TRUSS END. Lu 3. EXISTING SINGL STORY HOUSE TO RECEIVE A NEW \\ ® ROOF LAYOUT ASS OWN. REFER TO PLAN FOR CLIENT VAULTED INTERIOR SPACES. I I \ \ Keith &Jenn Collier ................. \ / .._... .... ...... . .... ............ .. .... .. . ....... LOCATION 1639 ' Sea Oats Drive °; I Atlantic Beach, FI32233 (( Lis�i. q Jw / .. .� ....... ......... ........... ............ . ........... ........... u Lu r ---- ----- OCCUPIABLE BONUS- ........ ................................ ......... . .... ..... ...... ............ � ROOM OVER GARAGE v ....... .\ 4:12 w 4:12 _ 2 / --: --, i - uj CRICKEr j o f( 4-:12 4:12 _ _ -�- \! ........... ... — — — — -4- _ . . I i i EXISTING CHIMNEY -+ ( I ........................ L -- - - - - - —� —I N ....... N ' I j 4:12 \ i d , �.... ...../ I \.... --- — ; RID EVENT \ ...:..:.. DATE' 6.1 4.201 3 1 I / I r� I1'-7° P ; —� .......................................................................................................................-- I , I �, 4.12 I ... _ _...................................................................................................................... 1 j._............... 4 12 .......................... I N i 1 7 uJ 1 4 12 a % j I f� _ i. U I. ( 4:12 N ,� RIDGE VENT I._.............................................................................. o L w L.. ...::. .... . % PROJECT NO: 13104 LL r ---— — — -- —Ln — I i RIDGE VENT' . i 1 4:12 4:12 I I I ............. N ' J I - — — - -- — 1'-7" rim j - - - I- - ROOF PLAN ROOF PLAN t i i I I 3/16 1 0Al %jb Ln / i / / Its: I, SO Lu NEI Lu uoil J TLu LL! t .. . NEW 1 STORY ADDITION NEW 2 STORY ADDITION13- j 7 O �3 7 7 3 7 O LLJ Lu LL APPROXIMATE PLATE HEIGHT ® 20'-2" I uj c�! I N SECOND FLOOR F.F. — Lu 10 6 - .... / I / / 0 7\7 E 0 - -- OPEN - - - --- - -- W - - - - - - - - - -- ---- ---- / DESIGN/COOPERATIVELLC ,:' -•. ; / 1032 HENDRICKS AVENUE In _ - - -- -- / __ - ---- -- --- --- / JACKSONVILLE, FL 32207 a! — // -- -- --- -- - / TEL 904 290-1032 // ( ) CC EXISTING F.F. i - _ — -- -- _- -_� - - - _ -- _— -- -- -- ____ -- _____ / ® - j FAX/(904)592-5892 01 013 GARAGE F.F. www.dcoop.com �e IN FL/AA26001646 ® 1 1 7 13 11 7 7 7 CLIENT EXISTING 1 STORY Keith &Jenn Collier � � •., 3� e A % LOCATION 1639 Sea w Atlantic B O ch,DriveI32233 NOM T E EAT V-011 SCALE: 3/16" 1 -6rr ce- h - ° LLJ Lu ail EXTERIOR MATERIALS LEGEND 01 EXISTING BRICK- PAINTED-COLOR TBD ® 2 EXISTING WD. SHAKES- REMOVE PAINT TU"EXFOSE NATURAL FINISH. RE NEW 2 STORY ADDITION Q APPLY CLEAR PROTECTIVE COATING 3 NEW STANDING SEAM METAL ROOF-COLOR T3D 4 7 3 0 EXISTING 2 STORY Lu NEW FIBERGLASS CLAD WOOD WINDOW-COLOR T8D. WOOD � SHUTTER PAINTED-COLOR"x617 CL 5 WOOD SCREENING/ RAILING SYSTEM- PAINTED-COLOR TBD o ® © EXISTING GARAGE DOOR- PAINTED-COLOR TBD 0 7 NEW FIBERGLASS CLAD WOOD WINDOW COLOR TBD I j. Lu 4 4 -- ' ---- - —- ----== Q g NEW GABLE WINDOW SYSTEM-FIBERGLASS CLAD WOOD WINDOW-COLOR I ■ El I' : ❑ ❑ / — 1 9 LL TBD. WOOD SCREENING TO MATCH NO. 5. - PAINTED- COLOR TBD ' I [ i ® O NEW DECORATIVE ENTRY DOOR rr DATE- 6.'14.209 3 CL 10 NEW CHIMNEY CAP TO MATCH NO. 3 I / 0 II / r I / I i 5 3. 4 ..............................................................................................................._........... 11 NEW WOOD PRIVACY SCREEN - SEE NORTH ELEVATIO�J I / o SECOND F-LOOR F.F. -- - -- --- --- -- II .- -- ................ . ................... _..._.............. ................... - --- LL! 1? EXISTING WINDOW TO REMAIN I '--' 13 NEW WOOD SHAKE NATURAL FINISH-APPLY CLEAR PROTECTIVE COATING O - - o o o �.. /..................._................................................................................................... 1 _........ 7 3..._. .. _:_... / 1 NEW BRICK TO MAIC EXISTING- PAINTED-COLOR TBi� -......f ......... -. .. .:........... .. ......... 3.. .. ....... .... .,......,.,.,,.,..,,.,.,,,,,,.,., Lu 3 . . ❑ ILI 1 1 r j U _ _ / F F� ❑ x F GARAGE DOOR 1„X8 ,O B-.SELECTED BYOWNER g !: SMOOTH HARDI ARD PANEL- PAINTER- COLOR,TSD LLJ ,......,.,..... . _ __ .. __.. . > ._... . _ <, .::.:.:. .. PROJECT Ni3. 13104 ... LLLIJJ_L.u1Lu� - ��. �. W.LLJ_Ll1lLS.i.I 0 1� NEW FIBERGLASS CLAD WOOD DOOR-COLOR TBDL --- 6 //� 1 f EXISTING F.F. --- -- r- / Lu 1® NEW FIBERGLASS CLAD WOOD DOOR W1 TRANSOM-COLOR I'm 01.011 — — — — n, GRADE -/ 19 HEAVY TIMBER TRUSS- PAINTED-COLOR TBD I - BEJ 1 2 4 1 1 1 3 WOOD COLUMN PAINTED-COLOR T EXISTING 1 STORY WEST EST L TION 2C� T&G WOOD DECKING- STAINED- COLOR TBD OPERABLE WALL:SYSTEM t SCALE: 3 16" V-01r j FLEVATIONS mlmmmLL Is Azw too ® , :fi r i i ON go I jLj Ljj _j o % I 9 r1000 1 e U. j NEW 2 STORY ADDITION LLI ® EXISTING 2 STORY 1 3 7 7 3 3 16 13 4 Z 20 3 2 12 0U 1 0 O W / \� APPROXIMATE PLATE HEIGHT Lu 03 20,-2„ (V)Lu j/ Lu r / - I-- =7 SECOND FLOOR F.F. 13 ......:. :...........: _ .ice i -- 770 IGN/COOPERATIVELLC 1032 HENDRICKS AVE NUE r„ JACKSONVILLE, FL 32207 �I / _ 904 TEL 1032 c �290 / FAX ( 592-5892 I �11WwWI.CJCUO,C.0®n1 FL I Lj L/1A26001646 I c - - - — -- — - EXISTING F.F. GARAGE F.F. 1 CLIENT-0'-4" Keith&Jenn Collier w 5 1 5 1 1 4 1 I $ =u 1 I 9 4 4 4 14 13 4 11 % LOCATION ® EXISTING 1 STORY 1639 Sea Oats Drive NEW 1 STORY ADDITION 0/0 Atlantic Beach, FI 32233 a APPROXIMATE SIZE OF POOL w - EAST ELEVATION 2 W SCALE: 3/16" = V-0" / Lu EXTERIOR MATERIALS LEG END / z EXISTING BRICK- PAINTED-COLOR TBD EXISTING WD. SHAKES- REMOVE PAINT TO EXPOSE NATURAL FINISH. RE 1 JAPPLY CLEAR PROTECTIVE COATING . u.i ® NEW STANDING SEAM METAL ROOF-COLOR-rBD EXISTING 2 STORY Q ® NEW FIBERGLASS CLAD WOOD WINDOW-COLON TBD, WOOD SHUTTER-PAINTED- COLOR"TIEDLl I M 3 $ o O5 WOOD SCREENING/ RAILING SYSTEM- PAINTED-COLOR TPD U Z © EXISTING GARAGE DOOR- PAINTED-COLOR TBD / ,� APPROXIMATE PLATE HEIGHT / N 20'-2" 7 NEW FIBERGLASS CLAD WOOD WINDOW-COLOR TBD ® O Lu 3 13 U- 0 NEW GABLE WINDOW SYSTEM-FIBERGLASS CLAD WOOD WINDOW-COLOR - ® TBD. WOOD SCREENING TO MATCH NO. 5. - PAINTED-COLOR TBD W � NEW DECORATIVE ENTRY DOOR � 10 NEW CHIMNEY CAP TO MATCH NO. 3 aF 7777777777a DATE: 6.3 4.2013 Lu I 11 NEW WOOD PRIVACY SCREEN - SEE NOE;Ti I ELEVATION d /................. 77777777777 — d F-- _, SECOND FLOOR F.F. % „ /..... [1? EXISTING WINDOW TO REMAIN 101-6 // ® -- ---- ------- ----------- r--' —�--. 13 NEW WOOD SHAKE NATURAL FINISH-APPLY CLEAR PROTECTIVE COATING -------� --- _--r . � t __ � M ...........-......................................... �� 111E I .................. W (iJ4 NEW BRICK TO MATCH EXISTING- PAINTED-COLOR TBD U NEW GARAGE DOOR- .16'X8'- - t a'_ 1 TO BE SELECTED BY OWNER R % ......................- V ...........: ....:.... ....... :.. .... I 1 1 .. ....: ............................... U- Cb� SMOOTH HARDI BOARD PANEL- PAINTED-COLOF,TBD 1yI PROJECT NO: 1310 1� BD 1 ...... W NEW FIBERGLASS CLAD WOOD DOOR-COLOR T --- ---I[—] 18 NEW FIBERGLASS CLAD WOOD DOUR W/TRANSOMCOLOR.TBD -- -- - I —• — --- — - - ---- — — TING 01-011 EXIS F.F, GARAGE F.F. E 19 HEAVY TIMBER TRUSS- PAINTd>COLOR TBD 4 1 2 g 1 -0'-4" Z 2® WOOD COLUMN - PAINTED- COLOR TBD 1 4 14 8 11 < I EXISTING 1 STORY I NEW 1 STORY ADDITION V� T&G WOOD DECKING- STAINED-COLOR TBD Z ® OPERABLE WALL SYSTEM4 APPROXIMATE SIZE OF POOL IN - - -� EAST ELEVATION / SECTION ELEVATIONS SCALE: 3/16 V-011 n 0 EXTERIOR MATERIALS LEGEND O1 EXISTING BRICK- PAINTED-COLOR TSD s - - EXPOSE NATURAL FINISH. RE ® EXISTING WD. SHAKES- REMOVE PAINT I'U OS APPLY CLEAR PROTECTIVE COATING 03 NEW STANDING SEAM METAL ROOF-COLOR TBD J ® NEW FIBERGLASS CLAD WOOD WINDOW-COLOR TBD, WOOD SHUTTER-PAINTED-COLOR TBD I w O5 WOOD SCREENING/ RAILING SYSTEM- PAINTED- COLOR TBD w © EXISTING GARAGE DOOR- PAIN-I-ED-CALOR TBD n. U. 0 O7 NEW FIBERGLASS CLAD WOOD WINDOW-COLOR TBD U z ® NEW GABLE WINDOW SYSTEM-FIBERGLASS CLAD WOOD WINIDOW-COLOR 6 - - TBD. WOOD SCREENING 70 MATCH N0. �. PAINTED-COLOR TBD .� ® r�9 NEW DECORATIVE ENTRY DOOR NEW 2 STORY ADDITION LL Q 10 NEW CHIMNEY CAP TO MATCH NO. 3 11 NEW WOOD PRIVACY SCREEN - SEE NORTH ELEVATION 1� EXISTING WINDOW TO REMAIN Lu NEW WOOD SHAKE NATURAL FINISH-APPLY CLEAR PROTEC'TI'VE COATING w ® NEW BRICK TO MATCH EXISTING- PAINTED-COLOR TBD - - j 1 NEW GARAGE DOOR- 16'X8'-TO BE SELECTED BY OWNER © I j ❑ � ' Ell V) r16 SMOOTH HARDI BOARD PANEL- PAINTED-COLOR TSD (1 j 3 3 I I i i 1 j % LI -----------------_j --- -- -_-- _ 1 NEW FIBERGLASS CLAD WOOD DOOR-COLOR TBD uj / w 1 NEW FIBERGLASS CLAD WOOD DOOR N/TRANSOM COLOR TBD � [ // C� 19 HEAVY TIMBER TRUSS- PAINTED-COLOR TBD 2 WOOD COLUMN - PAINTED-COLOR TBD I I - � DESIGN/COOPS 2 T&G WOOD DECKING- STAINEb-COLOR TBD I _ I i �; I I �, _� _ -- __ _= _ _ -- _ -- j RATIVELLC i - - 7 1032 HENDRICKS AVENUE JACKSONVILLE FL 32207 re2® OPERABLE WALL SYSTEM 904 TEL/ 290-1032 d / ) .: .- / rAX/ 904 592 5892 / r-+ www.dcoo .com P I i i ' I , — _ _ _ ❑ ❑ -., : I / FUAA26001646 0 :•: E / ..... ...f s OPEN . i z ui j : :-. / :: € / _ ___ -- _----- - -,------ CLIENT / Keith &Jenn Collier �., .. Drive j 639 Sea ' � Atlantic Beach, FI 32233 4 9 4 1 7 14 Z 7 3 0 18 5 Z 5 18 18 5 5 14 18 5 18 5 2 1 1 W __ - _ - APPROXIMATE SIZE OF POOL NEW 1 STORY ADDITION EXISTING 1 STORY uj - I j Ce -J ui {, - SOUTH ELEVATION SCALE: 3/16" 1'-0" ul a H NEW 2 STORY ADDITION i Q 7 7 7 7 7 3 3 7 3 7 ,13 7 7 3 7 3 (3) % J w 0 ----------------------------------- ------ I -- - - I, z ± (• I 'L -----------------------------® i -- -- -- ---- ------ ------- -- -� U_0 .. .. ....... ► _ ! (4[ �r __.-.. _ 1. I I I I I N -- - - - -- / w w _m 6.1 .201 CL - - - .. �- -- VAULTED CEILING . VAULTED CEILING - - - - - - - - — --- - / -- -- I uj - -- -T - r — - -- -- I - - _I ---- --- -�- - _I - L- - - I ---J i I - # ;. Ln j................................... . ............................................. /..............................................................._............................ Ali Lu I w II \ I ............................................................................................................................ ................._..__.................................................................................................... -R®J ECT NO: 13104 w DINING KITCHEN � I I - - — _ I Q -- --. -a_ -- 7 9 1 7 09 18 5 U5 18 2( 18 5 5 1 18 5 18 5 I 1 2 1 j ZAPPROXIMATE SIZE OF POOL NEW 1 STORY ADDITION EXISTING 1 STORY Q ELEVATIONS 1 SOUTH ELEVATIO'N' / SECTION SCALE; 3/16" = 1'-0" a LL E)JERIOR MATERIALS LEGEND O1 EXISTING BRICK- PAINTED-COLOR TBD 2 EXISTING WD. SHAKES- REMOVE PAINT TO EXPOSE NATURAL FINISH. RE j APPLY CLEAR PROTECTIVE COATING Lj ® NEW STANDING SEAM METAL ROOF-COLOR TBD J ® NEW FIBERGLASS CLAD WOOD WINDOW- COLOR T3D. WOOD SHUTTER-PAINTED-COLOR TBD p Lu 5 WOOD SCREENING/ RAILING SYSTEM- PAINTED-COLOR TBD W © EXISTING GARAGE DOOR- PAINTED COLOR TBD 0. ® D 0 O NEW FIBERGLASS CLAD WOOD WINDOW-COLOR TB Vui z ® NEW GABLE WINDOW SYSTEM-FIBERGLASS CLAD WOOD IV021DOW-COLOR MATCH NO. 5. - PAINTED-COLOR TBC) � TBD. WOOD SCREENING TO MA - ® i NEW 2 STORY ADDITION ® NEW DECORATIVE ENTRY DOOR ILL OO NEW CHIMNEY CAP TO MATCH NO. 3 O 7 7 7 7 7 3 3 7 3 7 13 .E 7 7 3 7 3 (�3 NEW WOOD PRIVACY SCREEN - SEE NORTH ELEVATION 2: EXISTING WINDOW TO REMAINuj 112- 13 NEW WOOD SHAKE NATURAL FINISH-APPLY CLEAR PRO-,E(-,r vr-COATING I 1 W _ I I , ED-COLOR TED 1 NEW BRICK TO MATCH EXISTING PAINT ® I -- - --_------------------------- - ------- .--------n- - -- ------- -------------- -- _ - - -__ _ - - 1 NEW GARAGE DOOR- 16'X8'-TO BE SELECTED BY OWNER T ---- - -- -_.- cn I 16 SMOOTH HARDI BOARD PANEL_ PAINTED-COLOR TI31� 1C 3 3 I ❑ Lu I - - -- NEW FIBERGLASS CLAD WOOD DOOR-COLOR TBD � I ( w w 1 NEW FIBERGLASS CLAD WOOD DOOR`1V/TRANSOM- COLOR TBD 10 d �. 19 HEAVY TIMBER TRUSS- PAIN`1'ED-COLOR TBD ' _ I O_ 2 WOOD COLUMN _ PAINTED_COLORT BD I I i � ' .-,- _I--- --- -- —:_ - // / / •/ 'DESIGN/COOPERATIVELLC I 2 T&G WOOD DECKING- STAINED-COLOR TBD - I I � I I I ..:,.. _. :F-1 JACKSONVILLE, ACKSONVILLE, FL 2 3 22071032 HENDRICKS AVENUE OPERABLE WALL SYSTEM FAX (904)592_5892:� Www . ....... —Goop.com : .... st _ :..., .•s_,....:�:. , � ;I�� I � I I I I OPEN FUAA26001646 .; ..:1.} ..,ii,t1 .. 1• f• 1:.' \\I 1 :::.'I ' , ,. , I I:::I :.. ::::: j '. W t2 -j j 1 j ® �. �, ,. CLIENT I. } L-A ie i. - { 1 1 tl , I Keith&Jenn Collier �-+ -- !�. -�� •_�•_�.�' ":_.�- = -- —_. — — - .-- — --- � -- — — --- ---- % L TION 1639 Sea Oats Drive 4 v= % Atlantic Beach, FI 32233 lAPPROXIMATE SIZE OF POOLuj EXISTING 1 STORY -_ j NEW 1 STORY ADDITION ae j W Cal SOUTH ELEVATION SCREENING REMUVED 2 SCALE: 3/16" = V-0" q NEW 2 STORY ADDITION V ui I e_ \\', ? ® u i I , (nLu DATE: 6.14.2013 - 1 J .f r--- ............................................................................................... -- r- I -- --- - — t H In W a.. — — I / r } _ f I II 1 ! t 1 1 ,..f. PROJECT NO. 13104 LL I II ...._ I .. .. 1Lu - fi 57 V) 1 I 4 �9 1 4 1 5 1 1 2 5 18 1 5 18 5 1 14 B £EXISTING 1 STORY EXISTING 2 STORY NEW 1 STORY ADDITION ELEVATIONS SOUTH ELEVATION qg . . 2 _ � SCALE: 3/16„ - 1 -0„ j I - II , GENERAL NOTES ALL-THREAD NOTES EPDXY NOTES a 1. CODE; USED: 2010 FLORIDA BUILDING CODE, RESIDENTIAL EDITION AND EXISTING BUILDING 1. ALL-THREAD CONNECTORS TO BE 1/2" DIAMETER BARS PLACED AT ' O.C. IN ALL EXTERIOR 1. ANCHOR BOLTS, REINFORCING STEEL, THREADED RODS, STAIR HANDRAILS, AND OTHER O 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 m GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER. 2. ALL DESIGN, CONSTRUCTION AND MATERIALS SHALL BE IN ACCORDANCE WITH APPLICABLE 2. ALL-THREAD USED IN SHEARWALL AND HIGH UPLIFT TRUSS HOLD-DOW APPLICATIONS MAY BE 0 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 ENGINEER FOR APPROVAL PRIOR TO INSTALLATION.ACCEPTABLE EPDXY PRODUCTS ARE: o w 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 OF Ao COMMENCING CONSTRUCTION. BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI HSE2421, SIMPSON STRONG-TIE SET OR APPROVED EQUAL. M 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 �; g 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 OTHERWISE ON THE PLANS. C. PLACE CORNER RODS ACCORDANCE WITH APPLICABLE SAFETY LAWS. z zz 0 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 o OWNER SHALL PROVIDE 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. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT SYSTEM, OR APPROVED EQUIVALENT. ALL-THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH o 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 ASSUMING 2000PSF SOIL CAPACITY. DIAMETER OF THE STEEL MEMBER BEING INSTALLED. 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 CO 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 7 WATERPROOFING, MECHANICAL, PLUMBING OR ELECTRICAL WORK. LAITANCE, DUST, DIRT,AND OIL. O 6"-TYPICAL WALLS, MONOLITHIC FOOTING W o 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 o 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 o 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 W z 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 MELD LIMITATIONS, IT IS ACCEPTABLE TO PLACE A DOUBLE 2X STUD GROUP. FASTEN STUDS TOGETHER WITH (1) ROW CONCRETE NOTES OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2)SPH. PLACE A 1/2" 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. ANCHOR BOLT WITH 6"EMBEDMENT WITHIN 6"OF DOUBLE STUD GROUP 0 Z 10. IN LOCATIONS WHERE SECOND FLOOR BEARING WALLS BEAR ON BEAM i/HEADERS BELOW, IT IS W W 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 BOTTOM 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 SECTIONS 3 (� Z c� AND 5/S5 FOR STRAPPING ALTERNATIVES. =~ z N ¢ 3. SLAB THICKNESS IS 4", UNLESS NOTED OTHERWISE ON THE PLANS. SLAB SHOULD BE POURED C\1OVER A 6 MIL. VAPOR BARRIER AND THE SOIL SHOULD BE TREATED WITH TERMITE POISON CONVENTIONAL FRAMING NOTES W Z PRIOR TO POURING. W 0 ¢ U- 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. a. (n 2 _ 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, O Uj ¢ U COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. O W W MODIFIC-D PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE 00 FOOTING. 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. U 0 0 W L 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM-A615. 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE-NAILS. s z J Y Z (D o ¢ -j O 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", 5. FASTEN ROOF RAFTERS TO BEARING WALLS WITH A SIMPSON H2.5A WITH (5)8d NAILS INTO THE (n O CO ¢ WHICHEVER IS GREATER. RAFTER AND(5)8d NAILS INTO THE TOP PLATE. W U ' Q o 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d qAILS INTO THE RAFTER AND(5)8d NAILS INTO THE SLEEPER. ' 8. REINFORCEMENT SHALL HAVE THE FOLLOWING COVER REQUIREMENTS; O 8.1. W FOR CONCRETE CAST AND PERMANENTLY EXPOSED TO EARTH 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. a 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 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH(12)8dX1-1/2"NAILS. REINFORCEMENT. 9. FASTEN RIDGE/VALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN VALLEY BEAM, ,- - 9. ONLY DIMENSIONS FOUND ON THE FOUNDATION PLAN BY ALEXANDER GRACE CONSULTING, (11) INTO STUD.BELOW. INC., SHOULD BE USED FOR FOUNDATION CONSTRUCTION. IF DIMENSIONS CAN NOT BE DETERMINED FROM FOUNDATION PLAN,CONTACT THE ENGINEER OF RECORD, 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH 6 16d NAILS. BOTTOM OF M COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE FROM THE TOP 'LATE TO THE PEAK. CD 10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF a N > � o STEMWALL WILL EXCEED SIX(6)COURSES IN HEIGHT. 11. ALL ``SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4 1 16d NAILS AT EACH 3 v o 0 INTERSECTION OF SLEEPER AND EXISTING FRAMING. m � � t7 QC7 mo 11. WHERE THREADED RODS ARE EMBEDDED 12" INTO STELS,_MWALTHE,TOP TWO COURSES OF ° cc ¢ ° STEMWALL MUST BE FILLED. ,- (2)2x4 SYP COLUMN FOR RIDGE/VALLEY BEAM SUPPORT, FASTENED FRAMING NOTES • TOGETHER WITH (1)ROWOF 8d NAILS AT 12"O.C. FASTEN RAFTERTO COLUMN WITH 18 GA STRAP WITH (9)8d NAILS IN RAFTER, (9)8d NAILS IN 1. DESIGN OF WOOD COMPONENTS IN THIS STRUCTURE IS BASED ON THE 2010 FLORIDA BUILDING COLUMN. FASTEN COLUMN TO TOP PLATE OR HEADER WITH 18 GA STRAP CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD WITH (9)8d NAILS IN COLUMN,-(9)8d NAILS IN TOP PLATE/HEADER. a CONSTIUCTION. 2. DESIGN LOADING FOR THIS STRUCTURE IS FOUND IN THE LOAD TABLE ON THIS SHEET. # W 3. ALL FRAMING ANCHORS SHOWN ON PLANS ARE SIMPSON. ALTERNATE CONNECTORS ARE V ACCEPTABLE PROVIDED EQUAL OR GREATER CAPACITIES ARE ACHIEVED. CONTACT ENGINEER Q OF RECORD IF EQUAL CAPACITIES ARE NOT APPARENT. 4. ALL WOOD DIRECTLY EXPOSED TO CONCRETE, MASONRY OR SOIL SHALL BE PRESSURE TREATED. LL.. 5. ALL WOOD DIRECTLY EXPOSED TO WEATHER SHALL BE PRESSURE TREATED. ``Uj 6. NAILS OR CONNECTORS EXPOSED TO WEATHER SHALL BE GALVANIZED. O 7. DIMENSION LUMBER U 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 LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: ci N M C co CO 8d =0.131"x 2-1/2° APPROXIMATE LO 10d= 0.148"x 3" SITE LOCATION o 12d=0.148"x 3-1/4" ai 16d=0.162"x 3-1/2" O (� LL tl 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. LO U (4 0 ON L N co 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. 95 ,' -uj LOAD TABLE x � T � m w o 95 Cn 2 = o CR ROOF: N u a r U LIVE LOAD: 20.0 PSF DEAD LOAD: 7.0 PSF LIVCEILENG:LOAD: 10.0 PSF �® ��® '� w� Y LIVE LOAD-STORAGE: 30.0 PSF �®� �� a,�Y •S �y DEAD LOAD: 5.0 PSF 10 95 130 MPH , FLOOR: 0. LIVE LOAD: 40.0 PSF a � m DEAD LOAD: 10.0 PSF DECK LIVE LOAD: 50.0 PSF 'COMPONENT AND CLADDING �� T OF 1 rR w13*'"- 'YV4.'(T�57y �. p � ®��'� DESIGN PRES URES 8 WIND LOADS: 4'i1 � ��; .� N�r �e WIND SPEED: 130 MPHFILE EXPOSURE: C EFFECTIVE INTERIOR ZONES, IMPORTANCE: 1.0 AREA, SF END ZON S, PSF PSF y. _ She d. BUILDING CATEGORY: II ENCLOSED F✓UILDING: FROM FIGURE 1609A,FOR RISK 0-20 35 -45 35 -38 , 130 MPH ! INTERIOR PRESSURE LEVEL II CONSTRUCTION ' ' = COEFFIGIENT: 0.18 20-50 33 -41 33 -36 MATCH EXISTING S1 ROOF PITCH. DUVAL COUNTY WIND SPEED MAP 50-100 " 31 -39 31 -34 1 THIS SITE IS NOT IN THE HURRICANE WIND BORNE DEBRIS 100-200 29 -35 29 -33 REGION. NO OPENING PROTECTION IS REQUIRED. O� This document,to ether with the concepts and designs resented 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 b Alexander Grace Consultin Inc.,shall be without liability to Alexander Grace Consulting,Inc. g P 9 P Y p P P P PY 9, ty 9, ��'`""`+� ❑ U Q O C7 m 0 CONTINUOUS BOND BEAM WITH 2500 PSI M w CONCRETE AND (1)#5 BAR o - - w FIBER REINFORCED CONCRETE SLAB,4 - THICK UNLESS NOTED OTHERWISE ON z PLAN, _ H- _ 4 I — _ 7 -- 8"X161 CMU STEMWALL. STEMWALL w VERTICAL REINFORCEMENT TO BE#5 -j—_ 3 O DEFORMED BARS AT 48"O.C. FILL CELLS o _ III—_III-_ WITH 3000 psi CONCRETE. o a~ O ER ❑ I—I I It_ - I I I—I I I= ONE STORY: d=8", b=16", (2)#4 BARSW W /' I III;,�I I I - —III j 1= TWO STORY: d=10", b=20", (3)#4 BARS ❑ (0 r// THREE STORY: d=12", b=24", (2)#5 BARS VERTICAL REINFORCEMENT TO HAVE 9" BEND AT BOTTOM AND BE EMBEDDED 4" INTO T o OP COURSE. 9/ IIII-I j 1 FOOTING TO BEAR ON FIRM z ❑ CONTINUOUS BOND BEAM WITH ! % UNDISTURBED SOIL. 3000 PSI CONCRETE AND(1)#5 BAR TYPICAL STEMWALL DET 8"X8"STEM WALL. FILL CELLS DETAIL L WITH 3000 PSI CONCRETE AND / /`� t , #5 VERTICAL BAR AT 48"O.C. 3/4"= 1'-0" FINISHED GRADE 10"X10"CONTINUOUS FOOTING WITH (1)#5 BARS CONTINUOUS. - - - CONTINUOUS BOND BEAM WITH 3000 PSI ° ° _ ° .° I #5 REINFORCEMENT, DRILLED FINISHED GRADE Z e° AND EPDXIED USING SIMPSON - FIBER REINFORCED W F_- ° SET ADHESIVE.SPACE BAR AT �- _-_- � CONCRETE SLAB,4 V Z 48 O.C. - _ - THICK UNLESS NOTED OTHERWISE ON �— z Q N 11 � ; —I PLAN. CV `�-- VARIES WITH GARAGE SLOPEW Z M =III=I I —6" 10"—III FOOTING TO BEAR ON FIRM j I �;^ - -r — — 8"X16"CMU STEMWALL STEMW L � J —III—III—III III—III- I h ------------------- _ ° VERTICAL REINFORCEMENT TO BE#5 /W^ ��//'�� LL I , r-- L.L V J UNDISTURBED SOIL. 3 I _ DEFORMED BARS AT 48"O.C. FILL CELLS W Q U I { II I I = — S2 I I =III=III= WITH 3000 psi CONCRETE. < II --------- OFF-GRADE FOOTING I ,I I I I-- _ I I=III=III o W m ,�i I I II I I I ONE STORY: d=8 , b=16', (2)#4 BARS �' III I I I I I I I_ - I I I I I i I (- TWO STORY: d=10", b=20", (3)#4 BARS U 3/4"= 1'-0" 16'-5211 I I II I I I 1 11 1 _I I THREE STORY: d=12 , b=24 , (2)#5 BARS Z W Lfi Y Z 71_rl_II 71_011 3'-0111 ; I I I I ° e I I I— �n 72 �j VERTICAL REINFORCEMENT TO HAVE 9" V J UQ J ----------------= I �_----------- ; :;� �I ► I1 I I I I I- III= D BE EMBEDDED, J Q I I I „ III ► I - I ° BEND AT BOTTOM AN4" o m _ INTO TOP COURSE. LL.I ki — I I I I ( II I &YP I &P I II I I• I I I I=I' I I—I 11=b I I ' I I_ I I- L7 11 II' -I I I=I =I I I= FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. I I , 1 it I it I I III I1 I I GARAGE STEMWALL FOOTING %t/3/4"= 1'-0" I , i I , L 1� ' - I I I I LO j j j j O N W —_ x; - II sCo 5 > 1 t I 1 °_ ° �� ..III I ► ►_ h' 6 MIL VAPOR BARRIER OR EQUIVALENT I 1 WATERPROOFING BETWEEN COMPACTED I I II SUBBASE AND FOOTING/SLAB 7 is I I; I I I ONE STORY: X= 12"WITH (2)#4 II II ? I I I TWO-STORY: X= 16"WITH (3)#4 2'-711, i I II 1 THREE-STORY:X=20"WITH (3)#5 ? 2 22'-gill- a) 9 11 71.62r1 16'-10" 11 21'-0" 1 „ 1 111 I 11 , I I INTERIOR BEARING FOOTING - T-0 --� 7-0 7'-0" 7-92 I ; I I , 1 O ao ' i_ ---------------------------------------------------- ------- i ----------------i -----------------i ----------------- r------,--------- ` ' I I ----------- - �- -r-- L---J� I I ------------------------- B I I ------ TYP I 6,_2211 7'-0" 7'_0" 7'_0" 71_1211 I I I I X/2 iu , I 1 I Q j I I 20'-11" 23'-0" 14'-9" I I I SEE PLANS FOR CURB HEIGHT 2 I , L-------------------- I I I ------------ _ _ _ I __________7 e co I _ I I j I N A &YP � ,---------- --_ I I I (=1° ' I=1 1I— I I _--- A I I I II— III11= O I I I I I I II2 v' I I 8" X 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN L------ a 'I I I I ---------- ---------- ----- ----- -- - -------- 7, . -------------- -------------- ! t COMPACTED SUBBASE AND ------ - ------ , ------ -- FOOTING/SLAB I I II r TWO-ONE STORY: X= 16"WITH((3) #4 I S2 2 I 1 ! I: THREE=STORY: X=20"WITH (3)#5 co LO I S2 I I I 1 I .S2 EARING CURB STEP SECTION II 4 p 00 n °Q I I 4 l s I I ¢> o LO 04 zo I I I I ! ;i,+6 M I I I I' I I S2 7 LL 1 I I I I L C cn I 8"x8"THICKENED EDGE WITH 4 m I I (1)#4 CONTINUOUS 18"x18"x1211 DEEP FOOTING ► I., I I v .5; o ti SEE TYPICAL STEM WALL DETAIL i 0D LI I ': E 1 0 I; I FOR REINFORCEMENT DETAILS. W c� N I I I WITH (2)#5 BARS EACH WAY I I� „. 1 I I L I I �taa� tillo . ooi -`a m - "�v i I I I j I L, ------------------ ----------------------- ° ° n END VERTICAL BAR OF rva� RESPECTIVE WALL SECTIONS. " ,\cjE ° e e n I 2 2 2 1 L -- ----------------- ---------------------------- ° ° ° S2 YS2 — 1 77 e e ---- _ ° E OF ---------------------------------------------------- ---------------------- ----- I— r I ( —III -------- ---J J L -- -_- , I I ► °' III—I I —I �— '$ 1" ° e 16"TALL STEP UP. USE#5 Z-BAR I S2 AT EACH BAR LOCATION IN ��►��` f. °` ®�`° ifl j I I III- I- 9 ° RESPSECTIVE FOOTINGS. ��& a it —I ° ° MINIMUM 40 BAR DIAMETER LAP GEOF Y w.G R,P.E. 328 . e I .. — I I I I I I—III 0913 ----------- ------------------------ --— 11-0.1 1I I I—�I—III— Sheet No. 71_6111_� 16'-10" V-8"11 1 10-10 5'-0- Ir 2 1 -8 2 :., . " 11,t >: n 35I 47-111 -21 ro FOUNDATION PLAN STEP4 UP DETAIL 2 - :'S OF 7 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 autha¢a5o06y Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Ina `;e '3 0 C9 EL 3; FRAMING NOTES AND LEGEND co C9 TOP AND BOTTOM PLATE MATERIAL: 2x No.2 SYP, UNO. roof w =t STUD MATERIAL: 2x No.2 SPF, UNO. o W HEADERS: r Z ¢ ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z g /! UNO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X "I (2)2X6 2:1 , 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO E S7 /I MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z o 0 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. a a O i� HEADER NOTATION IS: W D o NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2),M,21 x6,2: `�' NUMBER OF CRIPPLE STUDS W o l� S7 // SIZE OF DIMENSIONAL LUMBER ¢ (2)2X6 2:1 /r 0 0 SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE W z 6 TYPICAL WALL SECTION, THREADED ROD SPACING, AND SPECIFIC THREADED ROD LOCATIONS SHOWN ON THE FRAMING PLAN, AS NOTED S7 /� BELOW. WALLS REQUIRING ADDITIONAL NAILING AND HOLDDOWNS, IF ANY, ARE NOTED ON THE PLAN. i' g S7 VVV SW SHEARWALL LOCATION co (2) X8 2:1 (2)2X6 2:1 I SEE DETAILS FOR FASTENERS d A Z � W F DOUBLE 2X10 CEILING JOIST FOR RIDGE _ z cv 9 3 BEAM SUPPORT, UNO. L U Z M r ,Z Q N o (2 ` (2)2X6 1:1 S7 PORCH/GLULAM BEAM Q 2kg W z c�i A W Q LL A # HIGH UPLIFT DESIGNATION. Q U (2)2X6 2:1 O J W 3 3 ST-# DETAIL NUMBER O W 00 3 UU) U S7 y S7 (2)2X6 1:1 9 X SHEET NUMBER z W 1-- (2)2X6 1:1 t (2)2X12 3:2 S7 (DIX U 4 ------------------------------------------------- __ `— TRUSS/BEAM LABEL j 0 F (2)2X6 1:1 W O 0 Q 6X12 6X12as E C-C j j UPLIFT CONNECTION I Ij Y ~2X6 1 1TYP, BEAM TO Q BEAM _ INTERIOR BEARING WALL J CONNECTION 8X8 B I I I ® 1-STORY THREADED ROD POST ------- L___-------- ------------------- J 2-STORY THREADED ROD Q F r) (2)2X6 1:1 I _ INDICATES GLAZING CLASSIFIED AS END ZONE. „ N w -- EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF Y > ' - ------------------------------------------ W- ------------------------------------------------------------� STRUCTURE WILL BE CLASSIFIEDAS INTERIOR N ZONE. SEE"COMPONENT AND CLADDING DESIGN ¢ 0 _;. r PRESSURES,"ON COVER SHEET. in r (2)2X6 1:1 GABLE BRACING LOCATION. (2)2X12 3:2 Z---------------------------------- (2)2X6 1.:1 g VERIFY OR PLACE DOUBLE STUD GROUP UNDER W11x /�\ BEAM BEARING. FASTEN BEAM TO STUD GROUP > 1..{. B POSIT `( B �11X11 6X12 6X12 ; S7 A �/ (3) 1.75"x16"2.0E G-P LAM LVL 4:2 POST ; WITH (2)MSTA24, FASTEN STUD GROUP TO FOOTING W ----------------------------- _ ----------------------------------------- ––––- (2)2X10 (2)yC10 (2)2X10 WITH LTT20B. USE 10d NAILS IN ALL HOLES. J PLACE POST UNDER BEAM BEARING. SEE PLAN FOR L O r 1= ,g 11X11 POST SIZE. FASTEN BEAM TO POST WITH (2) POST (2)2X6 2:1 MSTA24. FASTEN POST TO FOOTING WITH CPT88Z. (2)2X10 (2)2X10 (2)2X10 (2)2X10 USE 10d NAILS IN ALL HOLES AND 8"ANCHOR BOLT, 6 (2)2X10 A --- -- EMBEDDED 8" INTO FOOTING. (2)2X6 2:1 S7 (2)2X6 2:1 (2)2X10 __ _______ _ –___–__ FASTEN C LAST STUD OF PROPOSED WALL TO _ -' I O 7 -------- EXISTING FRAMING WITH 10d NAILS AT 3"O.C. S7 (2)2X 2:1 (2)2X6 2:1 (2)2X10 2:1 I A (2)2X 2:1 (2)2X101 SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS (2)2X6 2:1 (2)2X6 2:1 S7 A D WITH 7/16"OSB FASTENED WITH 8d COMMON NAILS j ' __ _ __ ___ O AT 6" O.C. ON EDGE 12"O.C. IN FIELD. (2)2X62:1 7 (2)2X62:1 (3)2X10 2:1 (3)2X10 2:1 (3)2X10 2:1 I I 1 S7 II Ii '� II1 – – � O HUC612,ALL HOLES FILLED WITH 10d NAILS.2X6 2:1 2 � 2X10 �N II I ��7 T _ ___-� ____ C coCo S7 _ _ –__ ____ S -- ---j – – --- -- HUC410,ALL HOLES FILLED WITH 10d NAILS.------------ – – w¢ :A>—' — (2)2X6 2:1 F 1 I I II / � ca CC) I I III II 9 (2)2X10 III \�� I '/ �j tiuo S7 11 11 III 1 F__J 1I -- 1I I I I i J L I-----� I . ,�. � � I I I I (2)2XG2:1 ��_ F--- U o N I N N (2)2X6 2:1 7 (2)2X6 2:1 L Cl) s t� S7 I I I L___j I --- - - O ! S7 x @ I I I I � 2 2X10 21 I I I W ro w II I 1 jI ao I I Io - ORo I L_1, – o O --- J I l -- I I ; --- N m y �r (2)2X62:1 –__–I r--= �-.---------- i I I I I _ V I I I o m o I _ I -----t j--------------- I I _ ?� d i 'ov 6 06 (2)2X6 2:1 (2)2X6 2:1 2 2X6 2:1 Ilq I Ilq 1S7 g 9 10 g 7 S7 S7 S7 S7 OF (3) 1.75"x16"2.0E G-P LAM LVL 4:2 (3) 1.75"x16"2.0E G-P LAM LVL 4:2 �� II 7 I t �� o I I I S7 (2)2X6 2:1 v II ! I V i I I 1 1 ( (2)2X6 2:1 II S7 I I SZ II I I t L-----------j GEOFt � 8qa®a0 Y 28 -13 qi i (2)2X6 2:1 Sheet No. A 27 _ IRST LEVEL WALL PLAN S3 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. 3 OF _ t - i ❑ C7 FRAMING NOTES AND LEGEND m TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. roof w STUD MATERIAL: 2x No.2 SPF, UNO. o w o a HEADERS: Z ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, z UN0. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X w r 3.5 ) COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO t / / MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z p / / THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. LL HEADER NOTATION IS: v ❑ 0 CO NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2),2x6,2:1 co NUMBER OF CRIPPLE STUDSw o SIZE OF DIMENSIONAL LUMBER a v ALL PROPOSED SECOND FLOOR / // z ❑ (\ ,� WALLS ARE NON LOAD-BEARING % SHEAR WALLS: ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE � z \ 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 if SEE DETAILS FOR FASTENERS 0 W z W � DOUBLE 2X10 CEILING JOIST FOR RIDGE z BEAM SUPPORT, UNO. U CY, PORCH/GLULAM BEAM Q W ACV Ij t W Q _____ __ _ - L # HIGH UPLIFT DESIGNATION. r O W Q > Q k O J W ST-# DETAIL NUMBER W I' V ct t, �r U I X SHEET NUMBER z WLE ' i U v ----------------------------------------------- �— TRUSS/BEAM LABEL -'" O O � J Q W U m UPLIFT CONNECTION (� I 1— ' I I 7 O I INTERIOR BEARING WALL I ' 1 I I I ® 1-STORY THREADED ROD I I FN 2-STORY THREADED ROD I 1 1 1 I 1 I , y INDICATES GLAZING CLASSIFIED AS END ZONE. O EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF c Y (D > 0 f. f STRUCTURE WILL BE CLASSIFIED AS INTERIOR m a o ZONE. SEE"COMPONENT AND CLADDING DESIGN ❑ v ¢ o I I - PRESSURES,"ON COVER SHEET. I ; 1 I I I I I I l GABLE BRACING LOCATION. I I I t I , I I W I I I I , , 7 7 VERIFY > ,J S7T- S� I UP UNDER A BEAM BEARING.OASTEN BEAM O STOOD GROUP ----- ------ ----- ------ ----- ----- -----t----- ------------ ----- -.---- ----- ------ ----- ----- ---- -------------------------------------------- i ; - O n _ WITH (2)MSTA24. FASTEN STUD GROUP TO FOOTING .�.I 2X61 1:1 (2 2X6 :1 � `- WITH LTT20B. USE 10d NAILS IN ALL HOLES. I PLACE POST UNDER BEAM BEARING.SEE PLAN FOR z 7 O POST SIZE. FASTEN BEAM TO POST WITH (2) Z MSTA24. FASTEN POST TO FOOTING WITH CPT88Z. I L-------------------------------------------------------- ---__ _--_ USE 10d NAILS IN ALL HOLES AND a'ANCHOR BOLT, �' EMBEDDED 8" INTO FOOTING. U EXISTEN LAST STUD OF TING FRAMING WITH WALL TO 1 7 7 (2)2X6 •1 (2)2X6 1:1 O 10d NAILS AT 3 O.C. !^ }S7 7 \� )2X6 1:1 (2)2X6 1:1 v J (2)2X6 1:1 SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS 7 WITH 7/16"OSB FASTENED WITH 8d COMMON NAILS S7 (2)2X6 1:1 f AT 6"O.C. ON EDGE, 12"O.C. IN FIELD. (2)2X6 1:1 I (2)2X6 1:1 (2)2X6 1:1 7. 2X6 1:1 E HUC612,ALL HOLES FILLED WITH 10d NAILS. (2)2X6 1:1 \ I /� S7 O j � co to � / 00 CNN LO (2)2X6 1.1 - - - - ---- O HUC410,ALL HOLES FILLED WITH 10d NAILS. -f2-)-2^3E&+-l----------------- -- — — — ---- - ------- --- - — — I' _ -- ---- --— -- a F (2)2X6 1:1 ; o Al (2)'2X6 1:1 i U 0 ti (2)2X6 1:1 / I �\ I I (2)2X6 1:1 °I N M I `€, i N N (2)2X61:1 ' i __-------- a u \ I I I I I I --------1 1 1 1 �' (2 2X6 1:1 N i \\\1�1�` i i I III �� ; ` c� -2 m o I Y i l r��1L� ; Q C) c ao ry \ _J I I L / I v Ct• ---J— —J L___L__-� I a Iflf----- —� I--------ISI m��'s�( °.°,vA •�Cad -------------------------------------- I I I I aX61 O 2X6 1:1 ------ ----- ----- ------ ---- �a °°° •,° �„� ----- - I I--------- I O =(2)2X6X6 1 +'9 ,� ----- )2X 1:1 ------ ------------------------ --- OF - ------ ----- ------ ----- u r - (2)2X6 1:1 "• I it (2)2X6 1:1 I j I I I I �� c ... • ®®�®® 2 2X6 1:1 I i 2 2X6 1 l I (2)2X6 1 1 j I 8 � , -_ O O (2)2X6 1:1 GEOFF Y .•a ccss��3 �Fno P; 9328 -09-13 Sheet No. 7 7 S7 S7 W I IN _ SECOND LEVEL WALL PLAN SLI. 3/16"= V-0" This document,together with the concepts and designs preWented 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 Consuldtg;Inc.,shall be without liability to Alexander Grace Consulting,Inc. OF I s. J a � m � 00 M W O W o W r z Q ]TRUSS NOTES: < SPECIFICATIONS.Y OTHERS. SEE COVER SHEET FOR TRUSS DESIGN Ez o z O v - ,--U o Q O 2. TRUSS PLACEMENT PLANS BELOW ARE TO BE USED AS A GUIDELINE. FINAL R o PLACEMENT TO BE PROVIDED BY TRUSS DESIGNER AND APPROVED BY EOR. w JI 3. ALL TRUSSES SHALL BE ANCHORED USING THE DETAILS ON SHEET S5, SEE SQ i COMPLETED TRUSS ENGINEERING WITH ENGINEERING SHOP DRAWING STAMP FOR TRUSS UPLIFTS AND BEARINGS. JL 4. THE TRUSS LAYOUT ABOVE IS USED ONLY FOR THE TYPE AND LOCATION OF d) CONNECTORS REQUIRED, SEE SIGNED AND SEALED TRUSS LAYOUT PROVIDED o / BY TRUSS SYSTEM ENGINEER FOR CONSTRUCTION. W w z j 5. TRUSS SYSTEM ENGINEER SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS 0 / / FOR REVIEW BY ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. fn W Z .— / DO NOT SET TRUSSES USING THIS LAYOUT, USE LAYOUT -moi DELIVERED WITH TRUSSES TO SET TRUSSES. �� ®"'�'•■�■■� TRUSS GIRDER ROOFTRUSS O 3 "O' NINE NINEFLOOR TRUSS W W L- z cn j :Dco Z ROOF FRAMING Q N •t�± � W Z J LX CL Q W 4 U _j w • %. U Z W L � ■■■■ ■t■■�■-■■■t1■■t�■ ■■ ■■ ■■ ■■ ■■ ■■ t■ ■■ ■■ ■■ ■■ ■■ ■■ ■■ ■■11.11■■ � ■■■i - s NINE _ C� 1• Own-ILA ■ 11 11 �a �■i■ �• �1 �� ■■ -- 2x4 LATERAL AND DIAGONAL --= I U I— TRUSS BRACING AT 24"O.C., V pip Q FASTEN EACH END WITH (3) W V 10d TOE-NAILS. Q o I 1 / A _„ J i I I I I I II I 1 it I `- ------------`---- FLOOR TRUSS SYSTEM BYOTHERS. yI VAULTED CEILING. SEE ROOF FRAMED WITH: r - ARCHITECTURAL PLANS FOR PITCH. 51 J - -------------------- - --------- I - ---- - -- ----- ____ C - I SEE WALL SECTION FOR T m 2X6 ROOF RAFTERS AT 16"O.C. __-- -- ____--____-------- ------ ----- ------__---- - � • DETAILS. 3 o 2X6 CEILING JOISTS AT 16"O.C. I I I m n o 2X8 HIP RIDGE BEAMS I o Q Q • 2X8 COMMON RIDGE BEAMS. - i. 1 ^ TRUSS BRACIN • 2X8 SLEEPERS � GAT W ALL • 2X6 LEDGERS 3/4"= V-0" SEE CONVENTIONAL FRAMING NOTES ` FOR FASTENING SPECIFICATIONS. , dr— L �„ [L J ----------------------- --- -, I— U `� ■ 1 1 1 1I 1 1 1 1 1 1 1 1 1 :� ••� ■ - ...—�—... , - � �� 1 1 1 1 1 1 1 1 1 1 1 I l t l t 1 1 1 t l ��_=�___ �_-�,� In FkM 1 I I 1 ` I 1 q _j _I I- 1 -1 I I 1 ■ ' 1 ------____ �/ M� - - —i f --- r — -- — I I r----------- 1 --------------------- I-- MN - -------------------- --- 1r �,-------; W< 1 1 1 1 I 1 I_ OPEN TO BELOW. BALLOON 1 1 111 i t 4 I I a� �'� FRAME TOWER WALLS WITH 2X6 illi i \ �__� I I I I o 0 0 N0.2SPF AT12' O.C. -1 I- I � I � � -- �... .�... �___ :e N 1 1 1 1 1 1 ---- �- _ M l l l l t l l 8 1 1 1 I I I I �I-1� 1 1 , 1 I =� 1 ■_...- - - 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 11 ; 1 ; -- ■■_ ■ --■ '—■ -•�� - m ._ t■.■. ■._ ■._ ■■..■t ■■ . ..._■ ■_... .. _- LL V 1 1 1 1 1 1 1 1 1 1 I l l i t 1 ; LI LI 1 1 1 1 1 1 1 E - J ' a ' �... � 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1--IJ - - -- I _ II � o II 1 = I ------------------------=__ , o .. . a --1--1�-i--1 1--i--1--1--1 - 1- I I 1 =I�=1==1 CI--il � 1 I 1 1 1 1 1 ; i , I : '• � N . Y N 1 f _ _ _ _ 0 1 10 1 1 1 1 1 Ill _ �� AYfj ■ �... 11t1� 1 1 1 1 1 1 1 1 1 1 1 - 1 1 1 1 1 ; 1 � •� I I 1 1 � 1 1111 1 ■ 1 1 1 1 1 1 1 1 1 1 I I I I t lit - rt I ,-11 1 1 1 1 1 1 1 111,, 1 1 1 1 1 1 1 1 a a 3 ° � < � .�; rr �, >_- -- �'� � I \ I11II11III v �p ®® - — — _ — — G � a� 9328 1a ^ 13 Sheet No. IA I i S5 ' .- � _ FIRST LEVEL TRUSS PLAC M I 3/16"= 1'_0" E ENT PLAN S 5 l 7Y E F'I This document,together with the concepts and designs pravented herein is intended only for the specific purpose and client for which it was prepared. Reuse of and improper reliance on this docuent without written authcrizatien Ir Alexander Grace J cc�ard-.j,Inc.,shall be without liability to Alexander Grace Consulting,Inc. 5 OF 7 P o � EL c9 00 c7 °O r) w o wNy P LL z TRUSS NOTES: z 1. TRUSS DESIGN BY OTHERS.SEE COVER SHEET FOR TRUSS DESIGN E SPECIFICATIONS. o 0 4 O 2. TRUSS PLACEMENT PLANS BELOW ARE TO BE USED AS A GUIDELINE, FINAL v o PLACEMENT TO BE PROVIDED BY TRUSS DESIGNER AND APPROVED BY EOR. w p fn 3. ALL TRUSSES SHALL BE ANCHORED USING THE DETAILS ON SHEET S5. SEE - ! COMPLETED TRUSS ENGINEERING WITH ENGINEERING SHOP DRAWING STAMP FOR TRUSS UPLIFTS AND BEARINGS. / \ 4. THE TRUSS LAYOUT ABOVE IS USED ONLY FOR THE TYPE AND LOCATION OF r rn - o /// / _ L ;�� / CONNECTORS REQUIRED. SEE SIGNED AND SEALED TRUSS LAYOUT PROVIDEDN BY TRUSS SYSTEM ENGINEER FOR CONSTRUCTION. / ¢ / � o ALL EXISTING SECOND FLOOR // z`\ TRUSSES ARE TO REMAIN, 5. TRUSS SYSTEM ENGINEER SHALL SUBMIT SIGNED AND SEALED SHOP DRAWINGS g� i FOR REVIEW BY ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION. z° <' '\ ,y ! DO NOT SET TRUSSES USING THIS LAYOUT, USE LAYOUT \\ `� DELIVERED WITH TRUSSES TO SET TRUSSES. �� I ? r' �..■■ ■■■■�■■•■� TRUSS GIRDER � ROOF TRUSS O W W z > f , Z Q z Q W z co I I 1 1 Ly Q W J ----- ------ ----- W ¢ u- ------ ----- ----- J V r � ----- 2 3f W Q U I , 1 Q J w C) U)m I I z W L I I 1 J Q r- ---- ------------------------ I O I O J !-- y J 00M i I W � I I 1 i i I I F-- � I I O ' I I I i I 1 I I I 1 I I I I I i I t 1 I CV I I 1 i N (9 iU � 2 `- Ur N O 1 i ¢ 0 U - , I 1 , I I I , I I I , I , I ' I I ' I I t I j I 1 I I I I � , I I I 1 i _ 1 I ----- -------------------------------------- --------------------------- ----- ----- ------ ----- ----- --- -- ----- 1 ------, I— I 1 zI I 1 1 I I I I � I I I i I 1 1 LL , L_____ ------------------ ------------- ------------- �___ 1 ' I o _____ W • ■ 00 C14 M LO 1 -- LO ------------- ------------- 1 1 r w¢ `I W ICU OLL LL o0 i� i � t ■ ■ _. - I LO ■ ■ (0 O N M 1 J I ■ ■ "� 7 LL i � 1 I . • x a� ! r I 1 ■ IF I N N 1 ! Q co i ♦ ! M ■ v) CU 0 s 1 1 — ----------------------- °.f I ----- ------ ----- 0 I ■ ------ ----- ----- ------ ----- ------ — i s r� I 1 ■ ■ GEOF 07-09-13 P,E,59328 I. - -11 -♦�` , 1 1 ♦♦� Sheet No. _ SECOND LEVEL TRUSS PLACEM _ ANT PLAN 3/16 11_ 11 - - 1' 0 S 6 This document,together vnffi 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 authoriz<&n by Alexander Grace Consulting,Inc.,shall be without liability to Alexander Grace Consulting,Inc. O _ I I ;, _ - 7/16"OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6"O.C. -�� ° 3 c� ON EDGES AND 12"O.C. IN FIELD. 7/16"OSB ROOF DECK FASTENED TO 2 ¢ FRAMING WITH 8d RING SHANKS AT 6"O.C. ON EDGE AND 12" 3 TRUSS TO TOP PLATE CONNECTION: H2.5A O.C. IN FIELD. PT 6X8 RAFTER. 1'��1 44 WITH (10)8d NAILS FOR UPLIFTS LESS 1 G THAN 600 LBS. (2)H2.5A WITH (10)8d NAILS 0 EACH FOR UPLIFTS LESS THAN 1200 LBS. TRUSS TO TOP PLATE CONNECTION: H2.5 .• •. PT 6X8 RAFTER. ZG [��° �c 3o Al 44 23 0 > (2)2x NO.2 SYP TOP PLATE FASTENED WITH (10)8d NAILS FOR UPLIFTS LESS C ,, �� , 4 THAN 600 LBS. (2)H2.5A WITH 10 8d NAIL • • •. C n'' 2G j 4 0 0 WITH (2)ROWS 10d AT 16' O.C. M_ STAGGERED. MINIMUM 24"LAP WITH (12) EACH FOR UPLIFTS LESS THAN 1200 LBS. °°° •. •• ••• .� A°$2 s.. -'�i`' ¢ 10d IN LAP. (2)2x6 NO.2 SYP TOP PLATE FASTENED , WITH (2)ROWS 10d AT 16"O.C. •• •• • ,� aGr ,�\ \ i i\, j Z O STAGGERED. MINIMUM 24"LAP WITH (12) A D �t� i E O FASTEN 7/16"OSB W/8d 6"O.C.ON • B • @ 10d IN LAP. B A • `-�' ° 9�u' o a o EDGES, 12"O.C. IN FIELD. O A 0 \;J i W 0 PT 6X12 CEDAR BEAMS. PT 6X6 WEBS,TYP. PT 6X12 BEAMS. I FASTEN 7/16"OSB W/8d @ 6"O.C.ON o 2x4 SPF STUDS AT 16"O.C. EDGES, 12"O.C. IN FIELD. ; _ i A`2",f2'.,� 2x6 SPF STUDS AT 16"O.C. V-8" 2x4 No.2 SYP BOTTOM PLATE FASTENED TO 2X6 No.2 SYP BOTTOM PLATE FASTENED TO EXISTING BANDBOARD WITH 10d NAILS AT 2X4 No.2 SYP BAND BOARD WITH 10d NAIL ! 8.. 8'1 i PLATE C PLATE E W 12"O.C. IN SECOND FLOOR. AT 3" O.C.ON EDGE, 12"O.C. IN FIELD. 11X11 CEDAR COLUMNS. 11X11 CEDAR COLUMNS. ¢ FASTEN TO FOOTING WITH FASTEN TO FOOTING _______! ______ j i U) o 3/4"PLYWOOD FLOOR DECKING FASTENS CPT88Z. WITH CPT88Z. M�M�a I ----- - - I `2„ 2„ o TO TRUSSES WITH 8d NAILS AT 6”O.C. ON i 2„ I 211 w Z EDGE, 12"O.C. IN FIELD. ------;-- ----------- I _ I ��2 } ------ r— - / N— -- I ------- I 7-1,111 I Ci� II -1 I I-1 I I-1 I I-1 111 I I-1 I I-1 I III ---------------—=III=IIIiEXISTING FLOOR SYSTEM FLOOR TRUSS SYSTEM BY OTHERS. ' i=1Tl SEE FOUNDATION PLANI-1! FOR SPECIFICATIONS. I j � M�7 I r•-;CV I I I � 7 % G EXISTING(2)2x NO.2 SYP TOP PLATE I j I TIMBER TRUSS o (2)2x6 NO.2 SYP TOP PLATE FASTENED ' - I ! j = - - -p - 52" 1 3 I ; I N 4 I 4 Z WITH (2) ROWS 10d AT 16"O.C. 1/2"= V-0" - - I I j I , j W t-- STAGGERED. LADED. MINIMUM 24"LAP WITH (12) N -- Q -------Q--------( - -- 4 i ; i _ U Z I I I ----------- -------------�-------------GY. < Cr) Nil I I I ! N W Z M 1/2"ALL THREAD CONNECTORS.SEE 1/2"ALL THREAD CONNECTORS.SEE I I I ,�-, — 8„__ _8„ LLL Q J ALL-THREAD NOTES FOR INSTALLATION ALL-THREAD NOTES FOR INSTALLATION 2 2 W Q SPECIFICATIONS, SPACING AND SPECIFICATIONS, SPACING AND PLATE A PLATE B PLAT o- _ EMBEDMENT EMBEDMENT. E D O W Q U 7/16"OSB ROOF DECK FASTENED 10 VERIFY O CK W (STING SHEATHING IS 7/16"OSB FASTEN 7/16"OSB W/8d @ 6"O.C.ON FRAMING WITH 8d RING SHANKS A 6"O.C. LATE DETAILS WW Co U OR BETTER, FASTENED W/8d @ 6"O.C.ON EDGES, 12"O.C. IN FIELD. ON EDGE AND 12"U.C. IN FIELD, /� EDGES, 12"O.C. IN FIELD. `'t 1-1/2"= 1'-0" z W z TRUSS TO TOP PLATE CONNECT(:H2.5A r n U z WITH (10)8d NAILS FOR UPLIFTS LESS V < �$ EDGE OF ALL THREAD WASHER MUST .J O A EXISTING 2x STUDS AT 16"O.C. 2x6 SPF STUDS AT 16"O.C. THAN 600 LBS. (2)Hm.SA WITH (10) d NAILS BE WITHIN 3"OF THE HEADER KING O m F- EACH FOR UPLIFTS( ESS THAN 1200 LBS STUD,TYP BOTH SIDES OF OPENING. I I I W (� EXISTING 2x4 BOTTOM PLATE. (2)2x4 NO.2 SYP TOP PLATE FASTENED ',t I I I TOP PLATE TO GARAGE HEADER EDGE OF ALL THREAD WASHER 2x6 NO.2 SYP PT BOTTOM PLATE.APPLY WITH (2) ROWS 10d AT 16"O.C. CONNECTION: SIMPSON SPH AT 24" MUST BE WITHIN 3"OF THE HEADER 1- ® KING STUD, TYP BOTH SIDES OF JO 1/2"ANCHOR BOLTS AT EACH SIDE OF STAGGERED. MINIMUM 24"LAP WITH(12) O.C. WITH (12) 10dX1-1/2"COMMONS. FINISH a ° BOTTOM PLATE SPLICES. 10d IN LAP. : A OPENING, GRADE I i I_=;; _ ° a., 11_I 1/2 ALL THREAD coNNECTO.U. SEE �;:, TOP PLATE TO KING STUD 6 MIL VAPOR BARRIER OR EQUIVALENT _—I I I( I I_ ALL-THREAD NOTES FOR INSTA-LA,TION 41 CONNECTION: (2)SIMPSON SPH WITH WATERPROOFING BETWEEN COMPACTED -I I -III _ SPECIFICATIONS, SPACING AND = (12)10dX1-1/2"COMMONS AT EACH II I I II II I SUBBASE AND FOOTING/SLAB I ' III- i EMBEDMENT END OF HEADER. NO.2 SYP HEADER, TYP. SEE -III -III-II SEE FOUNDATION PLAN FOR FOOTING 111-1 I Ell I' SPECIFICATIONS. + GARAGE DOOR HEADER. SEE SIZE, PLIES,AND PLANS FOR i i- I =1 I I I I 1=lll—1 l lel' FASTEN 7/16"OSB W/8d 6 O.C. ON t NUMBER OF KINGS AND CRIPPLES. @ FRAMING PLANS FOR SIZE AND PLIES. r z r EDGES, 12"O.C. IN FIELD. r T 2 TYPICAL TWO-STORY SECTION 304 S SECTION AT GARAGE FASTEN ADJACENT STUDS W/(2) KING STUDS&CRIPPLES: (6)16d 0 ¢CL o 1 _ 2x4 SPF STUDS AT 16"O.C. _, t 1/2"- 1'-0" ROWS 10d COMMON NAILS @ 8"O.C., BETWEEN ADJACENT KING STUDS 1/2"= 1'-0" 4` x! 9 STAGGERED. FASTEN 7/16"OSB TO AND CRIPPLES. 2x4 NO.2 SYP PT BOTTOM PLATE:APPLY ,.hx..,, 1/2"ANCHOR BOLTS WITH 6"MIN EXTERIOR OF RETURNS&ABOVE EMBEDMENT AT EACH SIDE OF BOTTOM DOOR W/8d @ 3"O.C. ON EDGE, 12" PLATE,SPLICES. ' " O.C. IN FIELD. - :} .b PLACE 1/2"ANCHOR BOLTS PER III=III 24 FOR GARAGE HEADER THE TYPICAL WALL SECTION (2)MSTAM E J -III=III- 1=III-III- 1 CRIPPLES. (9)10d NAILS, (5) 1/4"X2=1/4" I MIVii I I=1 I I III-I I IHI TAPCONS INTO STEMWALL/MONO. =1I I i III= _' GARAGE SLAB I I_I _I A ' ° r� D =,II �! =_f FINISH GRADE liil I- II ISI I!1111) (111 IIT E FOUNDATION PLAN FOR W SPECIFICATIONS. ° D D D , P °, ° ° D D e D },• D _ 11=1 11=1 I I (D . . ' III—I I i—i —III—III—I I a �jI p /� o . '.°' I III—III III—III—III 8 TYPICAL WALL SECTION -- --=lil III=1 -III-1�1-1�___�__ I111►1�II►11►1 51/21111=1 I I I►=III—III III I I i►I,,I 1=I 1=1►1=1 I I-1 1=,11-I I-►►►_ TY — = 11-011 TYPICAL HEADER FRAMING DETAIL I I-1I I- 7 i' TOP PLATE TO HEADER: NOTES TYPICAL GARAGE OPENING DETAIL "J SSP AT 16"O.C. 1. IF OPENINGS ARE LOCATED BETWEEN STANDARD ALL THREAD SPACING NO 1/2"= 1'-0" ADDITIONAL CONNECTORS ARE REQUIRED FOR THE HEADER, CRIPPLES, KINGS OR TOP N0.2 SYP DOUBLE TOP PLATE PL/�TE. BOTH WALL HEIGHTS (TYP). I--- = EXISTING TOP PLA E TO REMAIN. EXISTING TOP PLATE AND WALL FRAMING. 7/16"OSB ROOF DECK FASTENED TO c Cl)o KING STUDS TO TO AND BOTTOM 7/16"OSB FASTENED TO FRAMING /8d AT 3" FRAMING WITH 8d RING SHANKS AT 6"O.C. 0)N PLATE WITH SSP. O.C. ON EDGE, 6"O.C. IN FIELD. EXISTING HEADER ON EDGE AND 12"O.C, IN FIELD. w ., ¢ NEW HEADER. SEE LAN FOR SIZE, _ n.v INSTALL BLOCKING BETWEEN KINGS AND CRIPPLE S. ,,. TRUSS TO TOP P m m LATE CONNECTION: H2.5A c v FIRST TWO STUDS B HIGHER BLOCK SHEETING EDGES WITH (10)8d NAILS FOR UPLIFTS LESS o `0 0 PLATE. FASTEN OSB TO BLOCKINGS W/8d COMMON NAILS FILL OPENINGS WITH 2X4 N0.2 WITHIN 4"OF GABLE END. UUL UL THAN 600 LBS. (2)H2.5A WITH (10)Sd NAILS SPF STUDS AT 16"O.C. FASTEN _ 2x4 SYP OUTRIGGER AT 24"O.C. CLIP TO EACH FOR UPLIFTS LESS THAN 1200 LBS. 0 P o @ 3"O.C. TO HEADER/FRAMING ABOVE BALLOON FRAMED TOP PALTE W/SI PSON N CRIPPLES TO HEAD=R: (2)SPH WITH (8) MSTA18 WITH (6) 10 i IN HEADER, (8) AND BOTTOM PLATE BELOW H2.5 W/(8)8d CO-`MONS. (2)2x4 NO.2 SYP TOP PLATE FASTENED 0 WITH (4) 10d TOE-NAILS. WITH (2) ROWS 10d AT 16"O.C. � � i 10d COMMON NAILS. 10d IN CRIPPLE BLOCK BETWEEN OUTLOOKERS. : STAGGERED. MINIMUM 24"LAP WITH(12) C: WHERE DOORS/WINDOWS EXIST, GABLE TRUSS TOP CHORD 10d IN LAP. o USE 2X4 BUCK. FASTEN EACH 2x4 No.2 SYP X-BRACE. SEE PLAN FOR FASTEN TOP AND BOTTOM OF STUDS TO ca -2 .°' o SEE TYPICAL WALL SECTION FOR END WITH 4 10d TOE-NAILS. LOCATIONS.EXTEND BACK 8'F ROM GABLE. TOP AND BOTTOM PLATES WITH SIMPSON co _ THE REST OF THE FRAMING O ATTACH TO GABLE A M SPH AT 32" ON N `n AND TRUSS VERTICALS W/ O.C. o Y ry SPECIFICATIONS. (3) 16d. WHERE TRUSS VERTICALS DON'T o m o 2X4 PT N0.2 SYP BOTTOM PLATE. EXIST,APPLY>2X4 No.2 SYP VER ICALS WITH s O FASTEN TO EXISTING SLAB WITH FASTEN 7/16"OSB W/8d @ 6"O.C.ON %3 �, 1/2"X6"TITEN HD SCREWS NO 1/4"TAPCONS AT 6"O.C. (3) 16d COMMONS AT EACH INTE SECTION OF EDGES, 12" O.C. IN FIELD. �a� `� V�11�Y1�{ �a,,rrrrr FURTHER THAN 3"AWAY FROM PROPOSED VERTICAL AND EXISTING TRUSS. CRIPPLE STUDS. 2x4 SPF STUDS AT 16"O.C. �`,q'a _ 2x4 NO.2 SYP PT BOTTOM PLATE. FASTEN D L-BRACE AS SPECIFIED BY TRUSS TO BEAM BELOW WITH 16d NAILS AT 6"O.C. p EXISTING FOOTING O REMAIN ° ° ° � , ° q ° D D D MANUFACTURER. PLACE SPH BEFORE NAILING! g D P D D FASTEN LATERAL BRACE TO GABLE BOTTOM a ° �.° D CHORD WITH (2)SIMPSON H2.5 WITH (8)8d. A ,D ° D 3/4'PLYWOOD M1 FLOOR DECKING FASTENED TO TRUSSES WITH 8d NAILS AT 6"O.C.ON ''"'' x'99 0 'mss~ ° — — D. — — °' D. , d s Ill D ° III—_— — _ — — --_—�--- EDGE, 12"O.C. IN FIELD. ' a — e.• — — �I�l I�hI lrlI � III„111= �Ii1�11111�11�11�I1,_(III„—,111i, 1111111It 1 1�1111I�111111 Ilt�llllii�llll�ll�l�!IIIIIIIII STRAP GABLE TRUSS TO STUD WITH SIMPSON MSTA12 WITH 10)10 AT 48"O.C. FLOOR TRUSSES BY OTHERS. TYPICAL HEADER FRAM I N D WALL FILL I N1: D ETAI L 2x4x8'SYP LATERAL BRACE AT 8".APPLY(2) SECOND FLOOR TO BEAM: MSTA24 fT 32" Sheet No. G ETAI L 16d THROUGH DIAGONAL BRACE INTO EACH O.C.WITH (26) 10d NAILS. SUPPORTSEAM 801/2" PLATE HEIGHT CHANGE 9 — 10 ._ , 1/2",= 1'-0" 1/2 - 1-0" CEILING JOIST. AS SHOWN ON FRAMING PLANS. WALL SECTION ON L B 7 GABLE BRACING DETAIL - TRUSS 1 , = V-0.1 VL BEAM y 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 t Alexander Grace Consulting,Inc.,shall be without liability to Aloxander Grace Consulting,Inc, 7 OF 7 T , i. 6.. 3 uj AIR&WEATHER ^301 j BARRIER � GYPSUM V WALLBOARD FLEXIBLE � GYPSUM / EXTERIOR FLASHING WALLBOARD PLATE / T HEI SHEATHING 12 HEIGHT / 4 I D 4 11 BRICK VENEER i AIR&WEATHER I I BARRIER I I % J 2x6 WOOD STUDS BRICK VENEER 2x6 WOOD w STUDS I / ,r / a + HEADER W/WOOD FLEXIBLE O METAL HEAD / FLASHING U FLASHING j Z ;I cJ FLEXIBLE \ STUDS�D 4 TYP. 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BRICK TIES AS % O INSULATION BAFFLE SCALE: 3" = V-0" REQUIRED z 1'-51/2INSULATION INSULATION12 SANDING SEAM MEAL ROOF, \ROOF7 4 PLYWOOD ROOF DECK PREFABRICATED WOOD F j 4. 77 TRUSSES F r { I 5/8" PLYWD. 5/8" PLYWD. CL SHEATHING \\ SHEATHING j DATE: 7.2.2014 CONTINUOUS EAVE %.................................................................................._..................................... FLASHING ; 2X6 WOOD FRAMING �. BATTINSULATION (R-13 MIN) ....................._..........._....................................................................................... j MORTARNET .............................................................................................. .................... z 2X6 WOOD FRAMING CONC. SLAB SEE ; FLA Z CONC. SLAB SEE THROUGH WALL SHING TO ................................................................................e....................................... Q GYPSUM WALLBOARD CEILING , STRUCTURAL GRADE VARIES SLOPE AWAY j STRUCTURAL , WEEPS j U \/ FROM FOUNDATION TYP. ............................................................................................ 2 - 2x BEARING PLATE EXISTING F.F. ...............................................................................:.......................... 01 01 .................. OIL EXISTING F.F. �, � / -011 BATT INSULATION (R-13 MIN) / ° PROJECT NO. 13104 // ° O 1"x 8" CEMENT FIBER FASCIA BOARD w 1/2"THICK GYPSUM GRADE VARIES SLOPE AWAY WALLBOARD 1/4"THICK VENTED CEMENT FIBER SOFFIT FROM FOUNDATION TYP. BOARD W/ BATTENS(24"OC), INSECT ° bts SCREEN, 1/2" PLYWOOD FURRINGS ° FOOTING SEE 4" CMU BELOW % 2x4 WOOD LOOKOUTS @ 24" OC . � , '�a : STRUCTURAL �� GRADE TYP. � WALL :. 1"x 3 1/2"'CEMENT FIBER FRIEZE BD ON PT 2x4 WOOD NAILERS ° FOOTING SEE +. 4 ° STRUCTURAL j SECTIONS/ ' AIR AND WEATHER BARRIER DETAILS 3 EAV E NaIL L TYP. WALL SECTION @ WD. SIDING P. LL SECTION. 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