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1639 SEA OATS DR - COLLIER RESIDENCEGENERAL NOTES LU I- LOCATE THERMOSTAT ABOVE SWITCH " WALL MOUNTED PHONE OUTLET NEAREST THE DOOR FRAME o z 50" AFF LU w ®®®. 44 AFF cn . . .-------------- u_ WHERE MORE THAN ONE SWITCH IS REQUIRED, O GANG SWITCHES INTO SINGLE COVER PLATE Z LU -�_------ ---_-- TOP OF BASEBOARD 51/2"_ ; -------------- -BOTTOM OF BASEBOARD -_ Z 44" AFF AT COUNTERTOPS, TYPICAL UNLESS z OTHERWISE NOTED a NOTES: �f PW£ N Z 1. OUTLET AND SWITCH LOCATIONS INDICATED ABOVE ARE MEASURED TO BOTTOM OF THE COVER PLATE UNLESS OTHERWISE INDICATED. 2. UNLESS NOTED OTHERWISE, COVER PLATE AND OUTLET SWITCH SHALL BE LUTRON 0 VAREO SERIES. COLOR TO BE IVORY. t!1 I - CODE & ZONING PROJECT DESCRIPTION 1. ALL WORK TO COMPLY WITH APPLICABLE CODES. THE CONTRACTOR MUST 19. ALL CEILING DIFFUSERS AND REGISTERS TO BE THE SAME COLOR AS THE CEILING Collier Residence Addition / Ren vation COMPLY WITH THE RULES AND REGULATIONS OF AGENCIES HAVING JURISDICTION UNLESS NOTED OTHERWISE. FI. 32233 Zoning AND TO CONFORM TO ALL CITY, COUNTY, STATE AND FEDERAL CONSTRUCTION, Lot Plumbing Code FBC 2010 - Plumbing SAFETY AND SANITARY LAWS, CODES, STATUES AND ORDINANCES. 20. ALL SURFACES TO BE PROPERLY PRIMED OR PREPARED PRIOR TO INSTALLATION FBC 2008 - Electrical 36" Mechanical Code OF SPECIFIED FINISHES. 36" Life Safety (Fire) Code 2. ALL FEES, TAXES, PERMITS, APPLICATIONS AND CERTIFICATES OF INSPECTION ffA 1012006 Accessibility Code FBC 2010 - Building AND THE FILING OF ALL WORK WITH GOVERNMENTAL AGENCIES TO BE THE 21. ALL FINISHES TO BE INSTALLED IN ACCORDANCE WITH MANUFACTURER'S New Treads & Risers (311.5.3) 7 3/4" Max Riser & 9" min. Tread RESPONSIBILITY OF THE CONTRACTOR. CONTRACTOR TO OBTAIN ALL PERMITS AND RECOMMENDATIONS AND INSTRUCTIONS FOR THE TYPE OF MATERIAL AND 34" to 38" Required on one side J APPROVALS PRIOR TO COMMENCEMENT WITH THE WORK. INSTALLATION SPECIFIED. open stairs w 5.7 square feet net clear opening'', S1 Railing Min. Sphere 4" 3. THE CONTRACTOR TO COMPLY WITH THE RULES AND REGULATIONS OF THE 22. PATCH ALL AREAS WHERE THE FLOOR IS NOT LEVEL OR TRUE PRIOR TO THE 6-8 Q BUILDING OWNER AND MANAGER CONCERNING HOURS OF AVAILABILITY AND INSTALLATION OF SPECIFIED FLOOR FINISH( -ES). FIRST LEVEL TRUSS PLACEMENT PLAN w DELIVERY AS WELL AS THE MANNER OF HANDLING MATERIALS, EQUIPMENT AND S7 FRAMING DETAILS a DEBRIS. 23. CONTRACTOR IS RESPONSIBLE FOR PROVIDING ADEQUATE BLOCKING FOR WALL O OV SUPPORTED ELEMENTS INCLUDING MILLWORK, EQUIPMENT, FIXTURES AND 4. ALL WORK SHALL BE PERFORMED BY SKILLED AND QUALIFIED WORKMEN IN FURNITURE. CONTRACTOR TO VERIFY EXTENT AND COORDINATE WITH APPROPRIATE Z ACCORDANCE WITH THE BEST PRACTICES OF THE TRADES INVOLVED AND IN SUBCONTRACTORS. R COMPLIANCE WITH BUILDING REGULATIONS AND/OR GOVERNMENT LAWS, STATUTES LU w OR ORDINANCES CONCERNING THE USE OF UNION LABOR. 24. PAINT TO BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S DIRECTIONS 0 OVER PROPERLY PREPARED SURFACES. WALLS TO BE STRAIGHT AND SMOOTH. LL 5. CONTRACTOR AND SUB -CONTRACTORS TO FIELD VERIFY ALL DIMENSIONS AND PROVIDE MINIMUM ONE COAT PRIME AND ONE FINISH COAT. FINISHED COAT TO O CONDITIONS SHOWN ON DOCUMENTS AND MUST NOTIFY ARCHITECT OF ANY COMPLETELY COVER WITH NO STREAKING OR BLEEDING OF UNDERCOATS. z O DISCREPANCIES, OMISSIONS AND/OR CONFLICTS PRIOR TO PROCEEDING WITH THE '-' WORK. 25. UPON COMPLETION OF THE WORK, THE CONTRACTOR TO NOTIFY BUILDING OWNER REPRESENTATIVE THAT THE PROJECT IS READY FOR INSPECTION. OWNER 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 UNSATISFACTORY LU OTHER TRADES. AND/OR INCOMPLETE WORK. FINAL PAYMENT WILL BE CONTINGENT UPON THE SUCCESSFUL COMPLETION OF THE PUNCH LIST. 7. THE CONTRACTOR IS RESPONSIBLE FOR THE DISTRIBUTION OF DRAWINGS TO ALL U.1 TRADES UNDER THEIR JURISDICTION. 26. DRYWALL CONTRACTOR TO CLOSELY COORDINATE HIS WORK WITH THAT OF r OTHER TRADES. WHERE DRYWALL IS IN CONFLICT WITH DUCTWORK, PLUMBING LINES, 8. ALL MATERIALS TO BE NEW, UNUSED AND OF THE HIGHEST QUALITY IN EVERY ETC. THIS CONTRACTOR TO PROVIDE ALL NECESSARY BRIDGING AND BRACING RESPECT, UNLESS OTHERWISE NOTED. MANUFACTURED MATERIALS AND EQUIPMENT REQUIRED TO SECURE DRYWALL AND TO MAINTAIN FIRE OR SOUND RATING WHERE TO BE STORED AND INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S REQUIRED. LU WRITTEN RECOMMENDATIONS AND INSTRUCTIONS. a 27. CONTRACTOR TO PROVIDE ADVANCE NOTIFICATION TO TENANT'S 9. THERE WILL BE NO SUBSTITUTIONS OF MATERIALS WHERE A MANUFACTURER IS REPRESENTATIVE WHEN TENANT OR THEIR CONTRACTOR(S) ARE REQUIRED AT JOB LU SPECIFIED. WHERE THE TERMS "EQUIVALENT TO" OR "APPROVED EQUIVALENT" ARE SITE FOR COORDINATION MEETINGS OR INSTALLATIONS. USED, ARCHITECT TO DETERMINE EQUIVALENCE BASED ON INFORMATION SUBMITTED BY THE CONTRACTOR. 28. NOT USED O 10. ALL WORK AND MATERIALS TO BE GUARANTEED AGAINST DEFECTS FOR A PERIOD 29. NOT USED = OF NOT LESS THAN ONE (1) YEAR AFTER APPROVAL OF FINAL PAYMENT. 30. NOT USED 11. THE CONTRACTOR IS RESPONSIBLE FOR CUTTING AND PATCHING REQUIRED FOR p! HIS WORK UNLESS OTHERWISE NOTED. 31. DIMENSIONS ARE TO THE FINISHED FACE OF NEW CONSTRUCTION. DIMENSIONS a ARE NOMINAL UNLESS OTHERWISE INDICATED. 12. THE CONTRACTOR TO, AT ALL TIMES, KEEP THE PREMISES FREE OF Z ACCUMULATION OF WASTE MATERIALS OR RUBBISH; PREMISES TO BE SWEPT CLEAN 32. ALL WORK TO BE SCHEDULED DURING REGULAR BUSINESS HOURS UNLESS NOTED DAILY. OTHERWISE. O J 13. THE CONTRACTOR TO PROVIDE FINAL CLEANING OF ALL AREAS OF WORK 33. MILLWORK TO CONFORM WITH AWI STANDARDS FOR PREMIUM GRADE MILLWORK. O INCLUDING THE CONSTRUCTION ACCESS ROUTE. FINAL CLEANING TO INCLUDE DRAWINGS INDICATE DESIGN INTENT. FABRICATOR IS RESPONSIBLE FOR MILLWORK WINDOWS AND CEILINGS. ENGINEERING. 14. DO NOT SCALE DRAWINGS; DIMENSIONS GOVERN. LARGER SCALE DRAWINGS TO 34. NOT USED © GOVERN OVER SMALLER SCALE DRAWINGS. 35. PROVIDE ALL NECESSARY CUT-OUTS FOR THE INSTALLATION OF ELECTRICAL AND 15. IF DIMENSIONS ARE IN QUESTION, THE CONTRACTOR IS RESPONSIBLE TO GET VOICE/DATA OUTLETS, THERMOSTATS, SWITCHES AND OTHER DEVICES. CLARIFICATION AND DIRECTION FROM ARCHITECT PRIOR TO PROCEEDING WITH THE WORK. 36. WHERE PIPES, CONDUITS OR LOW TENSION WIRING PENETRATE A FIRE RATED LU ENCLOSURE, THE SPACE AROUND SHALL NOT EXCEED 1/2" AND SHALL BE PACKED ty- 16. ALL INSTALLED PLUMBING, MECHANICAL AND ELECTRICAL EQUIPMENT TO SOLID WITH BATT INSULATION AND FITTED WITH ESCUTCHION PLATES ON BOTH SIDES LU OPERATE QUIETLY AND BE FREE OF VIBRATION. OR EQUIVALENT TREATMENT TO INSURE COMPLIANCE WITH FIRE RATING. M Ce LU 17. UNLESS OTHERWISE NOTED IN MECHANICAL DRAWINGS OR SPECIFICATIONS, 37. NOT USED LU HOLD DUCTS AND MECHANICAL EQUIPMENT TIGHT TO STRUCTURE ABOVE. Z THE CONTRACTOR SHALL NOT LOCATE CEILING DIFFUSERS OR REGISTERS Q18. WHERE FULL HEIGHT SHELVING, FILES OR STORAGE UNITS ARE INDICATED ON PLANS. = v] H z MECHANICAL, ELECTRICAL & PLUMBING Q J1. ANY MECHANICAL, ELECTRICAL & PLUMBING INFORMATION INDICATED ON THE 4. CONTRACTOR TO HOLD DUCT AND MECHANICAL EQUIPMENT TIGHT TO ARCHITECTURAL PLANS IS SHOWN SOLELY FOR THE PURPOSE OF COORDINATION STRUCTURE. w OF THE ARCHITECTS WORK. MECHANICAL, ELECTRICAL, & PLUMBING IS BY OTHERS. F_ THE CONTRACTOR SHALL SUBMIT DRAWINGS AND SPECIFICATIONS FOR PERMIT AND COORDINATE WITH ARCHITECT AS REQUIRED. CONTRACTOR TO PROVIDE w ENERGY CALCULATIONS IF REQUIRED FOR PERMITTING. a O 2. ALL MECHANICAL, ELECTRICAL, AND PLUMBING SHALL BE INSTALLED IN V ACCORDANCE WITH NATIONAL, STATE AND LOCAL CODES. Z 0 3. ALL SYSTEMS SHALL COMPLY AND BE REVIEWED BY THE BUILDING OWNER. to w DESIGN SHALL BE IN ACCORDANCE WITH THE LATEST DESIGN CRITERIA ISSUED BY 0 OWNER. U_ O cew TYPICAL MOUNTING HEIGHTS VICINITY MAP a O a EDGE OF DOORFRAME OR CASING. 8a LU I- LOCATE THERMOSTAT ABOVE SWITCH " WALL MOUNTED PHONE OUTLET NEAREST THE DOOR FRAME o z 50" AFF LU w ®®®. 44 AFF cn . . .-------------- u_ WHERE MORE THAN ONE SWITCH IS REQUIRED, O GANG SWITCHES INTO SINGLE COVER PLATE Z LU -�_------ ---_-- TOP OF BASEBOARD 51/2"_ ; -------------- -BOTTOM OF BASEBOARD -_ Z 44" AFF AT COUNTERTOPS, TYPICAL UNLESS z OTHERWISE NOTED a NOTES: �f PW£ N Z 1. OUTLET AND SWITCH LOCATIONS INDICATED ABOVE ARE MEASURED TO BOTTOM OF THE COVER PLATE UNLESS OTHERWISE INDICATED. 2. UNLESS NOTED OTHERWISE, COVER PLATE AND OUTLET SWITCH SHALL BE LUTRON 0 VAREO SERIES. COLOR TO BE IVORY. t!1 I - CODE & ZONING PROJECT DESCRIPTION ARCHITECTURAL Project Description Collier Residence Addition / Ren vation Location 1639 Sea Oats Drive. Atlantic Beach, FI. 32233 Zoning Residential Single Family- Large Lot BUILDING OFFICIALS AND APPLICABLE CODES ARCHITECTURAL Building Code Official Atlantic Beach R-3 Fire Marshall Bob Ratliff Type 5 Building Code FBC 2010 -Building (Residenti ) Plumbing Code FBC 2010 - Plumbing 20' Electrical Code FBC 2008 - Electrical 36" Mechanical Code FBC 2010 - Mechanical 36" Life Safety (Fire) Code Florida Fire Prevention Code 2010 - ffA 1012006 Accessibility Code FBC 2010 - Building 12'-0" OCCUPANCY AND GENERAL BUILDING REQUIREMENTS ARCHITECTURAL G001 Occupancy Classification R-3 NOIES Construction Type (Section 503) Type 5 A100 Exit Access Travel Distance (Section 10 15) 175' Dead End Corridor Limit 20' A102 Min. Hallway Width (R311.3) 36" FIRST FLOOR REFLECTED CEILING PLAN Min.Width Of Exit Doors (311.4.2) 36" A105 Number Of Stairs 2 Max. Landing Separation (311.5.4) 12'-0" A202 New Treads & Risers (311.5.3) 7 3/4" Max Riser & 9" min. Tread Excl. Nosing New Handrails (311.5.6) 34" to 38" Required on one side 6f stair. Guards 36" @ porches, balconies 34" @ open stairs Emergency Escape 5.7 square feet net clear opening'', S1 Railing Min. Sphere 4" FOUNDATION PLAN Headroom Required 6-8 S4 DRAWING INDEX DRAWING ISSUE DATES DATE REMARKS 07.26.2013 PERMIT SET 01.16.2015 CONSTRUCTION REVISIONS 1/ W UJ J J 0U DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Keith & Jenn Collier LOCATION 1639 Sea Oats Drive Atlantic Beach, FI 32233 DATE: 7.2.2014 ...1. CONSTR. REVISION 1.16.2015 SQUARE FOOTAGE TABULATION ........................................................... LEVEL 1 EXISTING NET CONDITIONED AREA 2,775 SF ::...:.:.......::.......................... LEVEL 1 NEW NET CONDITIONED AREA --- 1,002 SF j ........................ LEVEL 2 EXISTING NET CONDITIONED AREA 759 SF LEVEL 2 NEW NET CONDITIONED AREA 1,460 SF PROJECT NO................................13104 TOTAL CONDITIONED AREA -- - 5,996 SF 0 DRAWING LEVEL 1 EXISTING GROSS AREA 3,834 SF LEVEL 1 NEW GROSS AREA - 2,810 SF INDEX, CODE LEVEL 2 EXISTING GROSS AREA -- 865 SF / &ZONING LEVEL 2 NEW GROSS AREA- 2,676 SF j , TOTAL GROSS AREA 10,185 SF GENERAL NOTES BUILDING FOOTPRINT =-- - - 7,801 SF j ARCHITECTURAL G001 DRAWING INDEX, CODE & ZONING, GENERAL NOIES A100 SITE PLAN A101 FIRST FLOOR PLAN -� A102 SECOND FLOOR PLAN A103 FIRST FLOOR REFLECTED CEILING PLAN A104 SECOND FLOOR REFLECTED CEILING PLAN A105 ROOF PLAN A201 ELEVATIONS A202 ELEVATIONS A203 ELEVATIONS A204 ELEVATIONS STRUCTURAL i S1 COVER PAGE S2 FOUNDATION PLAN S3 FIRST LEVEL FRAMING PLAN - S4 SECOND LEVEL FRAMING PLAN -� S5 FIRST LEVEL TRUSS PLACEMENT PLAN S6 ROOF TRUSS PLACEMENT PLAN - S7 FRAMING DETAILS S8 FRAMING DETAILS DRAWING ISSUE DATES DATE REMARKS 07.26.2013 PERMIT SET 01.16.2015 CONSTRUCTION REVISIONS 1/ W UJ J J 0U DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Keith & Jenn Collier LOCATION 1639 Sea Oats Drive Atlantic Beach, FI 32233 DATE: 7.2.2014 ...1. CONSTR. REVISION 1.16.2015 SQUARE FOOTAGE TABULATION ........................................................... LEVEL 1 EXISTING NET CONDITIONED AREA 2,775 SF ::...:.:.......::.......................... LEVEL 1 NEW NET CONDITIONED AREA --- 1,002 SF j ........................ LEVEL 2 EXISTING NET CONDITIONED AREA 759 SF LEVEL 2 NEW NET CONDITIONED AREA 1,460 SF PROJECT NO................................13104 TOTAL CONDITIONED AREA -- - 5,996 SF 0 DRAWING LEVEL 1 EXISTING GROSS AREA 3,834 SF LEVEL 1 NEW GROSS AREA - 2,810 SF INDEX, CODE LEVEL 2 EXISTING GROSS AREA -- 865 SF / &ZONING LEVEL 2 NEW GROSS AREA- 2,676 SF j , TOTAL GROSS AREA 10,185 SF GENERAL NOTES BUILDING FOOTPRINT =-- - - 7,801 SF j /G\\QN ti 5 L�°- OT 5 BLOCK 5 S �� 0 'V S9 0 �� s s AREA 'A' Y BOTTOM elevation for reference only "�_5, TOB elevation for reference only DRAINAGE CALC5 - PRE DEVELO MENT TOTAL LOT AREA 28,928 SQUARE FEET IMPERVIOUS AREA 7,491 5QUARE FEET PERVIOUS AREA 2 1,437 SQUARE FEET DRAINAGE CALC5 - F05T DEVEL PMENT TOTAL LOT AREA 28,928 SQUARE FEET IMPERVIOUS AREA 1 3,G2G SQUARE FEET PERVIOUS AREA 15,302 SQUARE FEET INGROUND 5TORAGE 144 SQUARE FEET 3,337 CUBIC FEET AREA'A' 5TORAGE 430 CUBIC FEET AREA 'B' 5TORAGE 40 CUBIC FEET AREA'C' STORAGE 26 CUBIC FEET TOTAL TREATMENT VOLUME PRO IDED 3,833 CUBIC FEET EQUIRED TREATMENT VOLUME 3,804 CUBIC FEET 'V TOTAL LOT AREA S\ 2 as�J F /A /o vv LOT 10 ; BLOCK 5 zh LOT 9 BLOCK 5 LOT AREA CALCULATION TABLE - PRE DEVELOPMENT TOTAL LOT AREA 28,928 SQUARE FEET EXISTING HOU5E * GARAGE 4, 1 63 5QUARE FEET DRIVEWAY � FRONT WALK 1,84G SQUARE FEET FRONT WALL 15 SQUARE FEET FRONT A/C PAD 9 5QUARE FEET FRAMED 51-1ED 12G SQUARE FEET SHED WALKWAY G9 5QUARE FEET SCREENED BACKYARD PATIO 144 SQUARE FEET BACKYARD M15C CONC PAD 25 SQUARE FEET BACKYARD PAVER5 442 SQUARE FEET POOL DECK G52 SQUARE FEET TOTAL LOT COVERAGE 7,491 SQUARE FEET OF LOT COVERED 25.9% LOT AREA CALCULATION TABLE - P05T DEVELOPMENT TOTAL LOT AREA 28,928 5QUARE FEET EXISTING HOU5E $ GARAGE 4, 1 G3 SQUARE FEET NEW CONCRETE DRIVE * WALK5 4,778 SQUARE FEET A/C PAD 9 SQUARE FEET NEW GARAGE * BREEZEWAY 1,747 SQUARE FEET NEW BEDROOM ADDITION 1,2 1 G SQUARE FEET NEW PATIO ADDITION 430 SQUARE FEET NEW POOL DECK I ,OG I SQUARE FEET NEW FRONT PORCH 222 SQUARE FEET TOTAL LOT COVERAGE 13,G2G SQUARE FEET OF LOT COVERED 47,1% NOTES: R.O.W. is to be fully sodded and fully restored. Roll off container cannot be placed on City R.O.W. Roll off container company must be on City approved list: and cannot be placed in the R.O.W.: Advanced Disposal. Realco, 5happelle'5, Waste Management. Full erosion control measures must be installed and � approved prior to beginning any earth disturbing _ — EXISTING ^' / actwities. Contact Public Works (247-5834) for -----_ - BOUNDARY SURVEY OF — — ---- -- - - _ - _ R9' -O" LOT 10, BLOCK 5, SELVA MARINA UNIT NO. 6, ACCORDING TO PLAT RECORDED ` c o > » BOOK 34 PAGES 51 51 A, 51 B OF THE CURRENT PUBLIC RECORD — — - — — — — - - — — S 6 `) 0 2 3 9 rt -o -let 17 TELEP110 E THEREOF IN PLAT �.---------------L ------ / .O3 OF DUVAL COUNTY, FLORIDA. ------ S6%7_1007"02" (MEASURED) TRANSFORMER AND THAT PORTION OF TRACT A, SELVA MARINA UNIT NO. 6, ACCORDING TO THE ; 177.04' PLAT THEREOF RECORDED IN PLAT BOOK 34, PAGES 51, 51A, 51B, OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLORIDA THAT LIES SOUTHERLY OF THE ` stormwater flow EASTERLY EXTENSION IN A STRAIGHT LINE OF THE NORTHERLY BOUNDARY LINE OF �` 10 EASEMENT FOR LOT 10, BLOCK 5 OF SAID SELVA MARINA UNIT NO. 6. ` DRAI AGE � UTILITIES 51TE DRAINAGE PLAN Site Plan 6nformation provided by: Ray Thompson SURVEYING, 4613 Philips Highway, Suite 210 Jacksonville, Florida 32207 (Phone) 904-448-5125 Fax 904-448-5178 ® SCALE I "= 10, Vehicle Parking Space General Notes VERIFY ALL DIMENSIONS AND CONDITIONS. ALL DIMENSIONS ARE MEASURED TO FACE OF BLOCK, FACE OF FRAMING MEMBERS - UNLESS OTHERWISE NOTED. ALL NEW PLUMBING FIXTURES, TILE, LIGHTING FIXTURES, CABINETRY, APPLIANCES AND FLOOR COVERINGS TO BE SELECTED AND APPROVED BY OWNERS BASED ON CONTRACTOR PROVIDED ALLOWANCES. HVAC SYSTEM REQUIREMENTS TO BE DETERMINED BY OTHERS. STRUCTURAL SYSTEMS � REQUIREMENTS TO BE DESIGNED * DETERMINED DY OTHERS. DESIGNER ASSUMES NO LIABILITY FOR ERRORS OR OMISSIONS IN BUILDING PLANS. CONTRACTOR TO VERIFY THAT SCOPE OF WORK MEETS ALL APPLICABLE CODES PRIOR TO COMMENCEMENT OF WORK. plan revisions and drainage revisions 4/22/15 No. I Revision/Issue I Date General Contractor PHILLIP5 5UILDER5 1 545 5ELVA MARINA DR. ATLANTIC BEACH, I=L 32233 Firm Name and Address JOHN ROWAN DE51G11N'C. 151 5AWGRA55 CO UNIT # 101 PONTE VEDRA BEAC (904) 759-7087 Project Name and Address COLLIER RE51DENCE I G39 5EA OATS DR ATLANTIC BEACH, EL 3223 51TE PLAN DRAINAGE NAGE PLAN Project Sheet 2014-0048 Date 08/07/14 Scale f 11 11 fid, O' Off I SHEETS J J W a O U z N W 0 LL z 0 Ln U) W 0- z z Lu a w o! a x w w N F- 0 O H C Q d z O Lu J O z in w U D O oC a Lu w U-1 0o Ce Lu w z J J Q 0 z Q J J W W 4. O O U z t!) W 0 LL O w a a W H z Q w U Ce w U) LL O z W z z U z 0 V) s00 N C% o 2 G) 0 � s m �'o ° �_3 �Q 7Q O 1 ...a DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Keith & Jenn Collier LOCATION 1639 Sea Oats Drive Atlantic Beach, FI 32233 jDATE: 7.2.2014 ..........1.........C9NSTR. REVISION, 1.16.2015 010 ......................................................................................................................... ............................................................................................................................ ............................................................................................................................. jPROJECT NO: 13104 j SITE PLAN / C4C VtlIlV1V I 1 ........ '—' NEW w 1 STORY NEW EXISTING FIRST FLOOR WOOD a TO REMAIN AS IS Z ADDITION 2 STORY ELEVATION Lu ADDITION 11X11 WOOD 7'-11/2" , n COLUMN TYP. u1 - - --- --- —— Lu W KEY PLAN i ► � _ II II II l— N.T.S. _ _ ._. °° 1 � _ 1 I II iI o II II NOTES: 21'X8'-0' I 1. HATCH AREA INDICATES EXISTING OPERAB DOOR, I I HOUSE I SYSTE I ( I 0 ce 2. DOOR DIMENSIONS ARE TO ROUGH a OPENING TYP., U.O.N. I I I I I I Z 3. EXTERIOR WALL DIMESIONS ARE TO 16x37 FRAMING TYP., U.O.N. POOLce 1 I 1 ® S4. SEE HUTTERS. ELEVATIONS FOR WINDOWS W/ 5o EE 6x161 I I COVERED UTD041� SEATING 1 5. ROOM SIZES SHOWN AR APPROXIMATE. 11 I I I I O WINDOW TYPE SHOWN COORDINATE I I I Z WITH DETAILED SCHEDULE.A, Lu L) II II 6x6 JACUZZII III II2�I -2 1 „ 7'-0" -0" 1O ' " 1:2-3'-11" 24-1 i 11X11 WOOD 7'-1 1/2" 16'-0" T-0 1/2" 2 -10" 6'-2 1/2" 3'-0" 5'-10" 3'-0" 4'-5 1/2" uj 01 cc COLUMN TYP. oCt Z — — — — — — — — — — — — 14'-4" `� '-3 3'-0" 3•_6 /2., 3,_0„ 4,i�u/2" l O3, „ 16'X8' GARAG I 30X68 N ` DOOR SINGLE LITE o I I --------- --------�� DOOR WITH rn 30X68 Q 25x12 TRANSOM WORK AREA SINGLE LITE I 1 DOOR WITH yly TRANSOM31-011, 11 uii ii i'ii -9 9 4 -10 3Y4' 7` Ltd ;u 1 `V _ „ 30X68 ° 30X6 ,� , , ME w in I $ 0 14 X8 -0 SINGLE LITE II I CL _ SINGLE LITE (^ m a OPERABLE DOOR DOOR 7h I I 1 I j O DOOR 0 O SYSTEM I� Z 1'-10,� 4._2,, jllj , "r L N F-- Lu N M 1 0 3'_0„ o I MASTER BEDROOM _ L-- = I I* bo r� w co T� N 24x38.6 a0 o O 4 CAR GARAGE 0 A Ce cn 1 3'-5" 3'-1" 9'-5" 2'-1" 3'-0" 2'-9" 10'-3" uj 1—+ 24x10 7 _ MASTER CLOSET Lu 16X8 GARAGE 16'X8' GARAGE - 11x23 1 ;n Ln DOOR DOOR MASTER BATH ,-0" 6'-10" 1 cn 1- O 1 �iM Lu U N Z T-111/2" 16'-0" 2'-6" 16'-0" T-61/2" T-0" 2'-0" 8'-0" T-0" 16'-0" 2'-0" 11 4'-0" WOOD SCREEN WOOD SCREEN 48'-0" SEE ELEVATION 35'-0" SEE ELEVATION11 C1 F-' 83'-0" u!' I EXISTING O 4'-4 5'-0" lie li C,n ABOVE 15x14 F II( \ CLC i n M Ln M o A 000�� 11X11 WOOD COLUMN TYP. 13'-9 1/2" I� (3) 2'-6X5'-0 i fV J J U MA DESIGN/COOPERATIVELLC FIRST FLOOR PLAN A1 01 HENDRICKS AVENUE %1032 JACKSONVILLE, FL 32207 /( 290-1032 FAX / 904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Keith & Jenn Collier LOCATION 1639 Sea Oats Drive jAtlantic Beach, FI 32233 N FIRST FLOOR PLAN A1 01 J J z ce O LuJ O z_ Lu U a Lu a Lu m Lu z J J Q F- H z Q U J J Lu F� I- 9, Lu CL O V z L9 H Ln w in LL O be w a a Lu F- O z Q Lu V Lu Ln u- 0 z Lu 37 z 1-4z z 0 F- A EXISTING 2 STORY NEW COVEF PATIO NEW 1 STORY NEW ADDITION 2 STORY ADDITION 3 KEY PLAN N.T.S. 17'-1" EXISTING 1 STORY NOTES: 1. HATCH AREA INDICATES EXISTING HOUSE 2. DOOR DIMENSIONS ARE TO ROUGH OPENING TYP., U.O.N. 3. EXTERIOR WALL DIMESIONS ARE TO FRAMING TYP., U.O.N. 4. SEE ELEVATIONS FOR WINDOWS W/ cu, 1rrcnc EXISTING SECOND FLOOR INTERIOR LAYOUT TO BE RECONFIGURED AS SHOWN EXISTING FIREPLACE TO REMAIN NEW WD. RAILING - SYSTEM. SEE ELEV. 19x47 ATTIC STORAGE zr 2-5r, z _ zp 2'z a .7-1 112" O / 30 3-2 '21, 3'-S. 3-11„ 3-1„ l 2 SECOND FLOOR PLAN- EXISTING RENOVATION 3/16 =1'-0" .C3r Ft ��I,II III 'II 17'-1" 1L-9 1/� 3'-0" �2'-1" L 3'-0" 1�-9 1/ 48'-0" 102'-4" 35'-0" 19'-4" THE SAME PLANE. BRICK BELOW WD. SHAKES ABOVE. SEE ELEV. SECOND FLOOR PLAN- NEW ADDITION 3/1611=11-011 DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Keith & Jenn Collier LOCATION 1639 Sea Oats Drive Atlantic Beach, Fi 32233 i i DATE: 7.2.2014 1 CONST. REVISION 1.16.2015 .......................................... ...................1111........................... ............................... --------------------------------- 0/ .,................... ...........------ ..-..................................................... y PROJECT NO: 13104 SECOND FLOOR PLAN A1 02 M SD [V ra-I N N r Fh [V iV `o 0 En M M EXISTING 1 STORY NOTES: 1. HATCH AREA INDICATES EXISTING HOUSE 2. DOOR DIMENSIONS ARE TO ROUGH OPENING TYP., U.O.N. 3. EXTERIOR WALL DIMESIONS ARE TO FRAMING TYP., U.O.N. 4. SEE ELEVATIONS FOR WINDOWS W/ cu, 1rrcnc EXISTING SECOND FLOOR INTERIOR LAYOUT TO BE RECONFIGURED AS SHOWN EXISTING FIREPLACE TO REMAIN NEW WD. RAILING - SYSTEM. SEE ELEV. 19x47 ATTIC STORAGE zr 2-5r, z _ zp 2'z a .7-1 112" O / 30 3-2 '21, 3'-S. 3-11„ 3-1„ l 2 SECOND FLOOR PLAN- EXISTING RENOVATION 3/16 =1'-0" .C3r Ft ��I,II III 'II 17'-1" 1L-9 1/� 3'-0" �2'-1" L 3'-0" 1�-9 1/ 48'-0" 102'-4" 35'-0" 19'-4" THE SAME PLANE. BRICK BELOW WD. SHAKES ABOVE. SEE ELEV. SECOND FLOOR PLAN- NEW ADDITION 3/1611=11-011 DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Keith & Jenn Collier LOCATION 1639 Sea Oats Drive Atlantic Beach, Fi 32233 i i DATE: 7.2.2014 1 CONST. REVISION 1.16.2015 .......................................... ...................1111........................... ............................... --------------------------------- 0/ .,................... ...........------ ..-..................................................... y PROJECT NO: 13104 SECOND FLOOR PLAN A1 02 J J W H W a O O z W 0 U_ z O Ln cY Lu 0- z z w Ln cn w CL X w Lu 2 F— F- O 2 F- Q a z O Lu J O 3 z_ w U O oC a Lu w m W z J J 2 F— z Q J J U.1 F- 0 W a O z C7 u) Lu 0 LL O w a 2 n - W T F- 0 z a W _V CieW U- 0 z W Ce 17) z z Q L z 0 En F- bd N.T.S. NOTE: ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH '10 NEC. PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12 LIGHTING LEGEND: ELECTRICAL LEGEND: — UNDERCOUNTER LIGHTING 0 DUPLEX WALL OUTLET GFI o RECESSED CANISTER y GFI DUPLEX WALL OUTLET -1 LIGHTING SPEC APPLIANCE RECEPTACLE $ SWITCH TELEPHONE r WALL SCONCE 1w GARAGE DOOR SUSPENDED PENDANT CABLE TELEVISION EXHAUST FAN o SMOKE DETECTOR $, 3 -WAY SWITCH TO HOUSE LIGHTS ABOVE SEE 2ND FLOOR RCP EXISTING PANEL THIE SPACE TO REM N AS IS 8'-0" CLG HT GFI GFI 8'-0" CLG HT -2 L-2-_/ L -z �H L-2 2 L-2 -- L-2� 9'-10" CLG HT S L-6 �L-6 L-61 L-6 GFI IIII i III' II I \ � -GD i I I 3 3 I L-2 L_2�_ - L-6 L-2 cr ' o — �c> �L-2 �� L-2 L-2 ( L-4 L-8 GFI 5/8" TYP "X" GWB @ / GARAGE CEILING TYP L-2 L-2 —�� �o L-2 L-2 L-2 L-�� L-6 GDO FGDO i y I I L -Z I II I I O i L-6 L-2� 777 7 L-7 L-7 L-8 Lj 1 � L-6 L-6 10'-0" CLG HT' 9'-10" CLG HTIr - T L-2 L-2 e E�e TO LIGHTS ABOVE SEE 2ND FLOOR RCP -� L-2 L -z o \ ' L-2 LG FIT j F -------- OPEN TO ABOVE L-2 L-2 � L-2 I i L-2 TO LIGHTS ABOVE SEE 2ND FLOOR RCP L -2(1L-2 I - WH L-2 L-2 L-_ c� L-2 I I L-2 L-2 L-2 9'-0" CLG HT L-2 L-2 \ c'_ ---L-2 . 9'4" CLG HT \�- L-2 L-2 L-2 LL2 Lbw L -------J L-2 L-2 L-2 L-2 o 8'-0" CLG HT L-2 GFI o F_ L-2 - -1 } L-2 8'-0" CLG HT GFIGFI L-2 / I i i L-2 L-2 ' FIRST FLOOR PLAN. 0 L-2 L-2 I I L-2 J J 0 U DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Keith & Jenn Collier LOCATION 1639 Sea Oats Drive Atlantic Beach, FI 32233 DATE: 7.2.2014 .......................................................................................... 1 CONSTR. REVISION 1.16.2015 .............................................................................................. - .................... s g............................................................................................................................ PROJECT NO: 13104 2 y FIRST FLOOR REFLECTED CEILING PLAN J J W H w a O 0 z c� Lu 0 LL z O Lu a - z z W Lu oc CL w w H O ce a z d! O w J 0 z 0 w U 0 O a Lu Ce Lu m a Lu w z J J Q F- 0 z a U J J W w a O U z C7 Lu 0 LL O w a a w H 0 z w U ce Lu V) LL O z w z z Q z 0 NEW 1 STORY ADDITION TO HOUSE LIGHT SWITCH BELOW �( L-7 L-7 EXISTING 2 STORY NEW COVERED EXISTING PATIO 1 STORY NEW 2 STORY ADDITION 3 EY PLAN 1.T.S. FAI W 0 a a O = _j -2 L-2 L-2 L-1 / L-1 / 8'-0" CLG HT 9'-0" CLG HT L � -� y __ / L-2 L-2 L -1L-1 --�, L-1 L-1 L 1 / L- -- - - L-2 L-2 8'-0" CLG HT V'-0" CLG HT L-2 l L-2 L-2 I L-2 \ \� \, In i -2 L- ° -2 > L-2 9'-0" CLG HT �L 9'-0" CLG HT L-2 CYC L-2 L-2 — "HT I L-2 8'-0" 8'-0" CLG HT L_� L-2 ........................ ------._._ TO 3 WAYSILILIICH I� BELOW ......... L-2 I L-ZI- -2 L-2 SECOND FLOOR REFLECTED CEILING PLAN- NEW ADDITION 3/1611=11-011 U) w w !a! DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Keith & Jenn Collier LOCATION 1639 Sea Oats Drive Atlantic Beach, FI 32233 DATE: 7.2.2014 1 CONSTR. REVISION 1.16.2015 PROJECT NO: 13104 2 a SECOND FLOOR REFLECTED CEILING PLAN A1 04 NOTE: ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH '10 NEC. PROVIDE ARC -FAULT CIRCUIT INTERRUPTERS IN ALL BEDROOMS PER ARTICLE 210-12 LIGHTING LEGEND: ELECTRICAL LEGEND: — -- --- _ -- UNDERCOUNTER LIGHTING 0 DUPLEX WALL OUTLET RECESSED CANISTER GFI GFI DUPLEX WALL OUTLET - LIGHTING SPEC APPLIANCE RECEPTACLE SWITCH _ TELEPHONE WALL SCONCE GD0 GARAGE DOOR SUSPENDED PENDANT - - CABLE TELEVISION EXHAUST FAN OO SMOKE DETECTOR $, 3 -WAY SWITCH W 0 a a O = _j -2 L-2 L-2 L-1 / L-1 / 8'-0" CLG HT 9'-0" CLG HT L � -� y __ / L-2 L-2 L -1L-1 --�, L-1 L-1 L 1 / L- -- - - L-2 L-2 8'-0" CLG HT V'-0" CLG HT L-2 l L-2 L-2 I L-2 \ \� \, In i -2 L- ° -2 > L-2 9'-0" CLG HT �L 9'-0" CLG HT L-2 CYC L-2 L-2 — "HT I L-2 8'-0" 8'-0" CLG HT L_� L-2 ........................ ------._._ TO 3 WAYSILILIICH I� BELOW ......... L-2 I L-ZI- -2 L-2 SECOND FLOOR REFLECTED CEILING PLAN- NEW ADDITION 3/1611=11-011 U) w w !a! DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Keith & Jenn Collier LOCATION 1639 Sea Oats Drive Atlantic Beach, FI 32233 DATE: 7.2.2014 1 CONSTR. REVISION 1.16.2015 PROJECT NO: 13104 2 a SECOND FLOOR REFLECTED CEILING PLAN A1 04 J J LLT w a 00 U z cn Lu 0 LL z 0 V) w a - z z w Ce V) Lu De CL w W _ H O _ H a z Cie 0 w J 0 z w U CL w a w m GC Lu z J J Q _ U) f— z Q V J J W a O O U z Q9 Lu 0 u- 0 0 r w a O a a Lu H z Q Lu V Cie Lu V) LL 0 z Lu z z Q V) c� z 0 NEW 1 STORY ADDITION ( : KEY PLAN 2 N.T.S. EXISTING 2 STORY NEW COVER D EXISTING PATIO 1 STORY NEW 2 STORY ADDITION A OCCUPIABLE BONUS ROOM OVER GARAGE P, vF � c l L.=� .1 2 L i I 1 -- 4:12 I I 4:12 RIDGE VENT TIVELLC EXPOSEDECD NG ON HEAVY STRUCTURAL / 1032 HENDRICKS AVENUJACE SONVILL, FL TIMBER FRAMING TEL / (904) 290-E103232207 5892 www.dcoop.com FUAA26001646 CLIENT Keith & Jenn Collier LOCATION 1639 Sea Oats Drive Atlantic Beach, FI 32233 j EXISTING CHIMNEY DATE: 7.2.2014 1 CONSTR. REVISION 1.16.2015 PROJECT NO: 13104 ROOF PLAN Al 05 U IN Z W Cn W IN W IN J J 0 U i I 1 -- 4:12 I I 4:12 RIDGE VENT TIVELLC EXPOSEDECD NG ON HEAVY STRUCTURAL / 1032 HENDRICKS AVENUJACE SONVILL, FL TIMBER FRAMING TEL / (904) 290-E103232207 5892 www.dcoop.com FUAA26001646 CLIENT Keith & Jenn Collier LOCATION 1639 Sea Oats Drive Atlantic Beach, FI 32233 j EXISTING CHIMNEY DATE: 7.2.2014 1 CONSTR. REVISION 1.16.2015 PROJECT NO: 13104 ROOF PLAN Al 05 EXTERIOR MATERIALS LEGEND V 1� NEW BRICK TO MATCH EXISTING- PAINTED- COLOR TBD J J ONEW ® z EXISTING BRICK- PAINTED- COLOR TBD NEW 1 STORY ADDITIONT i a� ® EXISTING WD. SHAKES- REMOVE PAINT TO EXPOSE NATURAL FINISH. RE 0 APPLY CLEAR PROTECTIVE COATING Lu a- 1� NEW FIBERGLASS CLAD WOOD DOOR- COLOR TBD 0 0 (J3 NEW STANDING SEAM METAL ROOF- COLOR TBD a 18 NEW FIBERGLASS CLAD WOOD DOOR W/ TRANSOM- COLOR TBD V z ® NEW FIBERGLASS CLAD WOOD WINDOW- COLOR TBD. WOOD 2 SHUTTER -PAINTED- COLOR TBD r Lu a O5 WOOD SCREENING/ RAILING SYSTEM- PAINTED- COLOR TBD LL O © EXISTING GARAGE DOOR- PAINTED- COLOR TBD z 12 O 5) O7 NEW FIBERGLASS CLAD WOOD WINDOW- COLOR TBD LU � V) � ® NEW GABLE WINDOW SYSTEM -FIBERGLASS CLAD WOOD WINDOW- COLOR ce TBD. WOOD SCREENING TO MATCH NO. 5. - PAINTED- COLOR TBD w Q_ �� t Eli Z Og NEW DECORATIVE ENTRY DOOR Lu O0 NEW CHIMNEY CAP TO MATCH NO. 3 w w z NEW WOOD PRIVACY SCREEN - SEE NORTH ELEVATION J J un � 1© EXISTING WINDOW TO REMAIN a 3 w 1© NEW WOOD SHAKE NATURAL FINISH- APPLY CLEAR PROTECTIVE COATING Lu 1� NEW BRICK TO MATCH EXISTING- PAINTED- COLOR TBD ONEW ® z GARAGE DOOR- 16'X8'- TO BE SELECTED BY OWNER NEW 1 STORY ADDITIONT i I 1® SMOOTH HARDI BOARD PANEL- PAINTED- COLOR TBD 0 T&G WOOD DECKING- STAINED- COLOR TBD T T 1� NEW FIBERGLASS CLAD WOOD DOOR- COLOR TBD zOPERABLE WALL SYSTEM a 18 NEW FIBERGLASS CLAD WOOD DOOR W/ TRANSOM- COLOR TBD z HEAVY TIMBER TRUSS- PAINTED- COLOR TBD 0WOOD ® z COLUMN - PAINTED- COLOR TBD NEW 1 STORY ADDITIONT i J 7 0 T&G WOOD DECKING- STAINED- COLOR TBD T T T NEW 2 STORY) Q zOPERABLE WALL SYSTEM Lu V J r n O a 12 a LU � c W m a �� t Eli w I w w z J J Q = A,, I-- 3 NEW 2 STORY ADDITION ol 1 13 7 7 7 3 12 EXISTING 2 STORY 4 12 4F- O APPROXIMATE PLATE HEIGHT X21'-10" ® z NEW 1 STORY ADDITIONT i T 7 T 7 T T T NEW 2 STORY) Q J r 12 � �� t Eli itf{I i al I w 5 1 2 5 1 1 1 I 8 1 O APPROXIMATE PLATE HEIGHT X21'-10" Ln z z Q z 0 EXISTING 1 STORY NORTH ELEVATION 2 SCALE: 3/16" = V-0" DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Keith & Jenn Collier LOCATION 1639 Sea Oats Drive Atlantic Beach, FI 32233 ELEVATIONS A201 ® z NEW 1 STORY ADDITIONT T 7 T 7 T T T NEW 2 STORY) Q J 12 � I w � i I - - - 77777777 U z C7I _ - - -- Lu w !I I APPROXIMATE PLATE HEIGHT ---- -� G_ w 13'-9" - a — a f _ BONUS ROOM FLOOR F.F. F- 10'-9" Q a U-1 ,..... :. 1 OPEN4�J I-E Lu 1 L. .1_;_0; LL . ........ ... EXISTING F.F. -- 4r w o' -o" 1 GARAGE F.F. J -1'-11" Ce I- 7 7� Ln z z Q z 0 EXISTING 1 STORY NORTH ELEVATION 2 SCALE: 3/16" = V-0" DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Keith & Jenn Collier LOCATION 1639 Sea Oats Drive Atlantic Beach, FI 32233 ELEVATIONS A201 Lu w a EXISTING 2 STORY 2 � O 1® HEAVY TIMBER TRUSS- PAINTED- COLOR TBD bKAUt Z 2® WOOD COLUMN - PAINTED- COLOR TBD \ 505Z 1 CONSTR. REVISION 1.16.2015 ............................................................................................................................. w 0 T&G WOOD DECKING- STAINED- COLOR TBD Lu ............................................................................................................................. w ® OPERABLE WALL SYSTEM V a Lu IIi1 �E a %. U-1 m PROJECT NO: 13104 w Lu ali OL BUSTING F.F. 0'-0" z J J Q r L f— � 5 1 Z Q J J Lu w a EXISTING 2 STORY 2 � O 12 4�— \\\\ 1 � j � j \ 505Z 1 CONSTR. REVISION 1.16.2015 ............................................................................................................................. Z ................................................................................................................. Lu ............................................................................................................................. w LL7 V I i I� IIi1 �E w %. 00 =; n EXISTING 2 STORY In I D 1 CONSTR. REVISION 1.16.2015 ............................................................................................................................. Z ................................................................................................................. Q ............................................................................................................................. w V ........................................................................................................................... w %. PROJECT NO: 13104 u - O OL BUSTING F.F. 0'-0" z w � 5 1 Z �--+ z Q z Z 0 I- EXISTING 2 STORY 12 4F, NEW 1 STORY ADDITION 12 4� 0 APPROXIMATE PLATE 21'-10" 1, 1 1032 HENDRICKS AVENUE %JACKSONVILLE, FL 32207 TEL / (904) 290-1032 ww.dc5892 oop com w FL/AA26001646 CLIENT Keith & Jenn Collier LOCATION 1639 Sea Oats Drive Atlantic Beach, FI 32233 In I 1 CONSTR. REVISION 1.16.2015 ............................................................................................................................. ................................................................................................................. ............................................................................................................................. 12 4F, NEW 1 STORY ADDITION 12 4� 0 APPROXIMATE PLATE 21'-10" 1, 1 1032 HENDRICKS AVENUE %JACKSONVILLE, FL 32207 TEL / (904) 290-1032 ww.dc5892 oop com w FL/AA26001646 CLIENT Keith & Jenn Collier LOCATION 1639 Sea Oats Drive Atlantic Beach, FI 32233 NEW 2 STORY ADDITION EAST ELEVATION / SECTION SCALE: 3/1611 _ 11-0 if ELEVATIONS A202 SECOND FLOOR F.F. y DATE: 7.2.2014 12'-211 .............................................................................._.............................................. 1 CONSTR. REVISION 1.16.2015 ............................................................................................................................. ................................................................................................................. ............................................................................................................................. ........................................................................................................................... %. PROJECT NO: 13104 OL BUSTING F.F. 0'-0" NEW 2 STORY ADDITION EAST ELEVATION / SECTION SCALE: 3/1611 _ 11-0 if ELEVATIONS A202 J J Lu F- o EXTERIOR MATERIALS LEGEND 0 0 EXISTING BRICK- PAINTED- COLOR TBD 0-4 Lu 02 EXISTING WD. SHAKES- REMOVE PAINT TO EXPOSE NATURAL FINISH. RE 0 APPLY CLEAR PROTECTIVE COATING O ZO Q3 NEW STANDING SEAM METAL ROOF- COLOR TBD ® NEW FIBERGLASS CLAD WOOD WINDOW- COLOR TBD. WOOD v7 SHUTTER -PAINTED- COLOR TBD ce Lu O5 WOOD SCREENING/ RAILING SYSTEM- PAINTED- COLOR TBD 13- z w © EXISTING GARAGE DOOR- PAINTED- COLOR TBD O7 NEW FIBERGLASS CLAD WOOD WINDOW- COLOR TBD � ® NEW GABLE WINDOW SYSTEM -FIBERGLASS CLAD WOOD WINDOW -COLOR Lu TBD. WOOD SCREENING TO MATCH NO. 5. - PAINTED- COLOR TBD c wO9 NEW DECORATIVE ENTRY DOOR Lu 2 OO NEW CHIMNEY CAP TO MATCH NO. 3 F- Q NEW WOOD PRIVACY SCREEN - SEE NORTH ELEVATION EXISTING WINDOW TO REMAIN 13 NEW WOOD SHAKE NATURAL FINISH- APPLY CLEAR PROTECTIVE COATING F - Q 1® NEW BRICK TO MATCH EXISTING- PAINTED- COLOR TBD a Z 1© NEW GARAGE DOOR- 16'X8'- TO BE SELECTED BY OWNER O SMOOTH HARDI BOARD PANEL- PAINTED- COLOR TBD Lu 01© NEW FIBERGLASS CLAD WOOD DOOR- COLOR TBD NEW FIBERGLASS CLAD WOOD DOOR W/ TRANSOM- COLOR TBD Z 0 19 HEAVY TIMBER TRUSS- PAINTED- COLOR TBD Lu 0 2® WOOD COLUMN - PAINTED- COLOR TBD 2 T&G WOOD DECKING- STAINED- COLOR TBD Lu Q� ® OPERABLE WALL SYSTEM w m a w z J J 2 D Z Q V J J w w CL O O V Lu � / \ CONVENTIONAL FRAMED ROOF STRUCTURAL T&G DECKING ON w HEAVY TI BER FRAMING OVER FRAMING a EII II a _ Lu F- - cn - VAULTED CEILING Q w V c w L LL_ O F- DINING Z w Z Z Q V Z cl F- 12 41 NEW 2 STORY ADDITION /I FW 1m I- 3 3 NEW 2 STORY ADDITION FAI APPROXIMATE PLATE HEIGHT 21'-10" ,00000, SCALE : 3/ 16"� 1-O" j n n o/ j 12 14 L� APPROXIMATE 21'-10" NEW 1 STORY ADDITION J A204 SOUTH ELEVATION 2 SCALE: 3/16" = 1.011 DATE: 7.2.2014 1 CONSTR. REVISION 1.16.2015 ....................................................................................................................... .............................................................................................................................. .................. ..................................................................................... ..... ............................................................................................... PROJECT NO: 13104 ELEVATIONS A203 J J W QH OC W a O 0 z (7 Ln Lu LL z 0 Lu a - z z Lu Ln Ln W c CL X W W 2 O c Q a z ce O J O 3 z 0 Lu u n Cen W Ce W m W z J J 2 U) z Q V J J Lu H W a O O V z (7 1 V) W 0 u - O w a O a a w 2 H z Q Lu V Lu LL O z Lu Ce Ln z z Q Ln z 0 En STANDING SEAM MTL. ROOF, ON PEEL & STICK MEMBRANE, 3/4" DECKING, ON 2X10 WD. JOIST OVER FRAMIN STANDING SEAM MTL. ROOF, C PEEL & STICK MEMBRANE, 3/ DECKING, ON PREFABRICATED W TRUSSI GIRDER TRUSS SEE FIRST FLOi PLAN FOR LOCATI, BATT INSULAT11 STRUCTURAL HEADER 4 SECTION SCALE 1/4" = 1'-0" FLOOR PLAN STANDING SEAM MTL, ROOF, ON PEEL & STICK MEMBRANE, 1-1/2" T&G DECKING, ON HEAVY TIMBER To..cc SECTION 3 SCALE: 1/4" = V-011 A SOUTH ELEVATIO SCALE: 3/16" = 1'-0" N DESIGN/COOPERATIVELLC 1032 HENDRICKS AVENUE JACKSONVILLE, FL 32207 TEL / (904) 290-1032 FAX / (904) 592-5892 www.dcoop.com FUAA26001646 CLIENT Keith & Jenn Collier LOCATION 1639 Sea Oats Drive Atlantic Beach, FI 32233 DAVE: 7.2.2014 ........................................................................................... 1 CONSTR. REVISION 1.16.2015 PROJECT NO: 13104 ELEVATIONS A204 GENERAL NOTES ALL -THREAD DOTES EPDXY NOTES 20.0 PSF 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 OTH R EDITION, ACI, NDS, APA AND ASCE7-10. 30.0 PSF BEARING WALLS, 4' O.C. IN ALL INTERIOR WALLS, UNLESS NOTED OTHERWISE: ON PLANS. 5.0 PSF EMBEDDED STEEL ITEMS SHALL BE SET INTO HARDENED CONCRETE WITH EPDXY OR EPO 31 LIVE LOAD: 40.0 PSF DEAD LOAD: 10.0 PSF GROUT ONLY WHERE DETAILED ON THE DRAWINGS OR WHERE APPROVED BY THE ENGINEER.' 50.0 PSF 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 BE 130 MPH EXPOSURE: C CODES AND AUTHORITIES HAVING JURISDICTION OVER THE WORK. 1.0 COUNTED AS PART OF THE DESIGNATED O.C. SPACING. 2. MANUFACTURER'S DATA FOR ALL EPDXY AND EPDXY GROUT SHALL BE SUBMITTED TO THE j O U INTERIOR PRESSURE U) COEFFICIENT: 0.18 ENGINEER FOR APPROVAL PRIOR TO INSTALLATION. ACCEPTABLE EPDXY PRODUCTS ARE: MATCH EXISTING 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 0 COMMENCING CONSTRUCTION. W BEARING WALLS. RECOMMENDED INSTALLATION SEQUENCE IS: HILTI HY150, HILTI 'iSE2421, SIMPSON STRONG -TIE SET OR APPROVED EQUAL. 4. DETAILS FOUND WITHIN THESE DRAWINGS SHALL BE ASSUMED TO BE TYPICAL DETAILS FOR N A. PLACE SHEARWALL RODS (SPECIFIED ON PLANS) IN USING THE ABOVE PRODUCTS, FOLLOW STRICTLY THE MANUFACTURER'S SPECIFICATIONS THIS JOB ONLY. DETAILS SHALL GOVERN CONSTRUCTION FOR THIS JOB UNLESS NOTED B. PLACE HIGH UPLIFT RODS (SPECIFIED ON PLANS) +n AND DIRECTIONS FOR MIXING AND APPLICATION. HEED ALL LABEL WARNINGS. INSTALL IN OTHERWISE ON THE PLANS. Co C. PLACE CORNER RODS ch ACCORDANCE WITH APPLICABLE SAFETY LAWS. o D. PLACE ALL OTHER RODS. z' 5. SUBSURFACE SOIL CONDITIONS WERE NOT AVAILABLE AT THE TIME OF THIS DESIGN. THE M 3. ALL EPDXY AND EPDXY GROUT SHALL DEVELOP A MINIMUM COMPRESSIVE STRENGTH OF 8,000 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 N PSI AND TENSILE STRENGTH OF 2,300 PSI. SOIL PREPARATIONS NOTED IN SAID REPORT SHALL BE FOLLOWED UNLESS MORE STRINGENT O SYSTEM, OR APPROVED EQUIVALENT. ALL -THREAD EMBEDMENTS FOR SHEAR WALLS AND HIGH W 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. W Z W 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 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. of of LAITANCE, DUST, DIRT, AND OIL. 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 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 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) ROW CONCRETE NOTES OF 10d NAILS. FASTEN THE STUDS TO THE TOP AND BOTTOM PLATES WITH (2) SPH. PLACE A 1/2" ANCHOR BOLT WITH 6" EMBEDMENT WITHIN 6" OF DOUBLE STUD GROUP. 1. MINIMUM CONCRETE COMPRESSIVE STRENGTH OF ALL CONCRETE IS 3000 PSI AT 28 DAYS. 10. IN LOCATIONS WHERE SECOND FLOOR BE ((RING WALLS BEAR ON BEAMS/HEADERS BELOW, IT IS 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 RGDS 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 AND 5/S5 FOR STRAPPING ALTERNATIVES. 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 PRIOR TO POURING. 4. THE FILL BELOW THE FOUNDATION SHOULD BE FREE OF DEBRIS, ORGANIC MATERIAL, COHESIVE SOILS OR ANY OTHER DELETERIOUS MATERIAL. SOIL MUST BE COMPACTED TO 95% MODIFIED PROCTOR MAXIMUM DRY DENSITY FOR TWO FEET BELOW THE BOTTOM OF THE FOOTING. 5. ALL REINFORCEMENT SHALL BE GRADE 40 DEFORMED BARS CONFORMING TO ASTM -A615. 6. VERTICAL AND HORIZONTAL REINFORCEMENT WILL BE LAPPED FOR 36 BAR DIAMETERS OR 24", WHICHEVER IS GREATER. 7. CORNER REINFORCEMENT SHALL BE LAPPED 25". 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 REINFORCEMENT. 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. 10. STEMWALL TO BE A MAXIMUM OF SIX (6) COURSES TALL. CONTACT ENGINEER OF RECORD IF STEMWALL WILL EXCEED SIX (6) COURSES IN HEIGHT. 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 CODE, RESIDENTIAL EDITION AND THE NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION. 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 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. 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 LENGTH PER THE DETAILS. 8. ALL NAILS SHALL BE COMMON NAILS, UNLESS OTHERWISE NOTED. NAIL SIZES ARE DEFINED BELOW: 8d = 0.131"x 2-1/2" APPROXIMATE 10d = 0.148" x 3" SITE LOCATION ...... -.... ... •, 12d = 0.148" x 3-1/4" 16d = 0.162" x 3-1/2" 9. WHERE FRAMING DETAILS SHOW FOOTINGS, SEE FOOTING DETAILS ON THE FOUNDATION PLAN AND/OR THE FOOTING DETAILS SHEET. 10. CONVENTIONAL FRAMING LUMBER IS 2x No.2 SYP UNLESS NOTED OTHERWISE. LOAD TABLE ROOF: END ZONES, PSF LIVE LOAD: 20.0 PSF DEAD LOAD: 7.0 PSF CEILING: -38 LIVE LOAD: 10.0 PSF LIVE LOAD -STORAGE: 30.0 PSF DEAD LOAD: 5.0 PSF FLOOR: 31 LIVE LOAD: 40.0 PSF DEAD LOAD: 10.0 PSF DECK LIVE LOAD: 50.0 PSF WIND LOADS: WO WIND SPEED: 130 MPH EXPOSURE: C IMPORTANCE: 1.0 BUILDING CATEGORY: 11 ENCLOSED BUILDING: j O U INTERIOR PRESSURE U) COEFFICIENT: 0.18 ROOF PITCH: MATCH EXISTING FROM FIGURE 1609A, FOR RISK LEVEL II CONSTRUCTION, 130 MPH DUVAL COUNTY WIND SPEED MAP THIS SITE IS NOT IN THE HURRICANE WIND BORNE DEBRIS REGION. NO OPENING PROTECTION IS REQUIRED. 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. COMPONENT AND CLADDING DESIGN PRESSURES EFFECTIVE AREA, SF END ZONES, PSF INTERIOR ZONES, PSF 0-20 35 -45 35 -38 20-50 33 o -41 33 736 50-100 100-200 31 -39 31 -34 29 -35 29 -33 M W zi u7 M tD 6 v ori o CV cN W 0 0 o CL � Q _ M W � WO 0 .- Wm zz z W Lf U Cn W 0 j O U 0 m o U) p U z 01 z 0 O W J N w M o C: +n W C'3 X Co U) ch o � z' O M 0 M of N � N N a O Cfl Y W U d' O M co W U W Z W Ln of of GEOFFREY W. GARTNER, P.E. 59328 02-05-15 Sheet No. S1 M_ zi u7 M tD 6 v ori Z H Z z CV cN 0 0 0 J LL CL I�N Q _ W o WO 0 C: Wm U z W Lf U Cn W 0 j O U 0 m o U) p U z 01 H 0 O J N J > o C: +n W C'3 X Co ch a GEOFFREY W. GARTNER, P.E. 59328 02-05-15 Sheet No. S1 00 N LID C M tD o N W W V W Z H Z z CV cN W DC7 Q J LL CL U Q _ W > WO C: Wm U z W Lf U Cn W 0 j O U 0 m o Q Q U M 01 H (D O J GEOFFREY W. GARTNER, P.E. 59328 02-05-15 Sheet No. S1 00 N LID C M tD o N C7 C7 ami 0 `� .0 @0 DC7 0. o CN �o 0 0 Q 0 GEOFFREY W. GARTNER, P.E. 59328 02-05-15 Sheet No. S1 00 N LID C M tD N LO U it aU C: .`o .`2 p U ILL LL U M 01 (D N M N J 7 LL C: +n C'3 X Co a Amo -2 12 M coo r M C - N � N N Cfl Y U d' O M co W GEOFFREY W. GARTNER, P.E. 59328 02-05-15 Sheet No. S1 CONTINUOUS BOND BEAM WITH 2500 PSI CONCRETE AND (1) #5 BAR FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE ON PLAN. 8"X16" CMU STEMWALL. STEMWALL VERTICAL REINFORCEMENT TO BE #5 DEFORMED BARS AT 48" O.C. FILL CELLS WITH 3000 psi CONCRETE. ONE STORY: d=8", b=16", (2) #4 BARS TWO STORY: d=10", b=20", (3) #4 BARS THREE STORY: d=12", b=24", (2) #5 BARS VERTICAL REINFORCEMENT TO HAVE 9" BEND AT BOTTOM AND BE EMBEDDED 4" INTO TOP COURSE. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. TYPICAL STEMWALL DETAIL 3/4" = 1'-0" .:-.. q T--^— / co I i j... E 6 MIL VAPOR BARRIER OR EQUIVALENT WATERPROOFING BETWEEN COMPACTED SUBBASE AND FOOTING/SLAB ONE STORY: X - 12 WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 _ THREE-STORY: X = 20" WITH (3) #5 /INTERIOR BEARING FOOTING 0 3/4" = 1'-0" X/2 SEE PLANS FOR CURB HEIGHT ao CONTINUOUS BOND BEAM WITH 3000 PSI CONCRETE AND (1) #5 BAR FINISHED GRADE FIBER REINFORCED CONCRETE SLAB, 4" THICK UNLESS NOTED OTHERWISE uN PLAN. VARIES WITH GARAGE SLOPE 8"X16" CMU STEMWALL. STEMWALL VERTICAL REINFORCEMENT TO BE #5 DEFORMED BARS AT 48" O.C. FILL CELLS WITH 3000 psi CONCRETE. ONE STORY: d=8", b=16", (2) #4 BARS TWO STORY: d=10` ; b=20", (3) #4 BARS THREE STORY: d=12", b=24", (2) #5 BARS VERTICAL REINFORCEMENT TO HAVE 9" BEND AT BOTTOM AND BE EMBEDDED 4" INTO TOP COURSE. FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. ARAG E STEMWALL FOOTING 3/4" = 1'-0" 3 , I ` S2 I I li , ,. I I I � I I. 2 " I I: I 2 _J li C r 7 li -------------- ---------- _i _J L -j &YP it I �&Yp II I is /< ... .""... S"" """""" .."... '--- ------ -- " ..:........: E "." .". ..... ... ..... ... ----- -- i ........... STEP UP DETAIL 5 3/4" = 1'-0" —18'-72" —,— � r ( I I * 8" X 6 MIL VAPOR BARRIER OR EQUIVALENT II I is WATERPROOFING BETWEEN I I I` COMPACTED SUBBASE AND FOOTING/SLAB �............. �I I _.." ONE STORY: X = 12" WITH (2) #4 TWO-STORY: X = 16" WITH (3) #4 ' THREE-STORY: X = 20" WITH (3) #5 r N II Ln F- ' N co i CO BEARING CURB STEP SECTION N I I -0" I I 1 I; I I 1 E a I I I. I. TYP I; 2'_71" eh I; T-62" _�--16'-10" 2 22'-92" T-0" 21'-0" 21-41"T-0" T-0" T_92" i I 2ot- L----------------- J ; L--_________ _.J I I I _I r _____-____ _______ I I I I I I ' ------ — ; I I I I I I e — r- — L ---J I i r — �---J L ---J L --_J L -T c� _ L _ I I - ----------------------- B I In € 3 - - - - - - - R _ j TY i 6'-22" T-0,, T-0" T-0" — T-92.' ! C = F _ _ S2 II 2 E 20 -11 I 23 -0" 14'-9" ; I L------ ------ I I I I II I I I i --------L -j-------�-- •-I------- --- -- �-- -,• L__..1J L___J I _...... ..........""........... ... .......,. I �A--------=„ I I I iv TYP 1------------ ------- I,r------ - I I r I ..."...."-"""""""..... "..""."".".""""""...... I I L_________ ______________________ ----- I Ii I 2 J I I I I II I S22 I 1 I 8"x8" THICKENED EDGE WITH I I (1) #4 CONTINUOUS 32 I S2 i I I t j g 18"x18"x12" DEEP FOOTING WITH (2) #5 BARS EACH WAY I I F ih j C 30"x30"x16" DEEP FOOTING 4„ j I N O WITH (3) #5 BARS EACH WAY I 3 I I j p 48"x48"x16" DEEP FOOTING j I S2 S2 I WITH (5) #5 BARS EACH WAY I 4 I I I I I 24"x24"x12" DEEP FOOTING I I I ( I I S2 i I I I j WITH (3) #5 BARS EACH WAY I I I I I I I I I I I I I I I 1 I .................... __.I ............................." 1 .................. II ............... .................. .. _. ". ........ .. J YS2 YL--- --L-- -------------------------------------------------- r I 1 I I y i I I i I L --------- -------------------------------------- I 7'-62" 16'-10" 16-10" 51�� 47'-11" - - 83'-1 " 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. 35'-2" 19'-0.. In - D�--- PLAN6" 15'-102" SEE TYPICAL STEM WALL DETAIL CONTINUOUS BOND BEAM WITH FOR REINFORCEMENT DETAILS. 3000 PSI CONCRETE AND (1) #5 -BAR 8"X8" STEM WALL. FILL CELLS 4::4, ' ' " WITH 3000 PSI CONCRETE AND END VERTICAL BAR OF .,...,..",...._::;.".,""...;.:: % ::.::: <, ......�i , ;.:._:...; ; :.:. RESPECTIVE WALL SECTIONS. """"-; . - { %' ::: =--; ° ;.,." #5 VERTICAL BAR AT 48 O.C. ` ° FINISHED GRADE i "- 10 X10 CONTINUOUS FOOTING %,--•; ........... . ,. p f:::::. I----------- 10"X10" WITH (1) #5 BARS CONTINUOUS. / """."""-"_i 16" TALL STEP UP. USE #5 Z -BAR i ' "'" `" """ #5 REINFORCEMENT, DRILLED """"""""",, ; """""" �"' AT EACH BAR LOCATION IN `` AND EPDXIED USING SIMPSON RESPSECTIVE FOOTINGS. �� 5 , SET ADHESIVE. SPACE BAR AT MINIMUM 40 BAR DIAMETER LAP. ' 48" O.C. E f 6"--10" { -: FOOTING TO BEAR ON FIRM UNDISTURBED SOIL. 6 O,FF-GRADE. FOOTING ".....".........." ._r. Z----------� I L _ I I C I I I I s I E I I 9'_5" I L ------------------ I'-- ---------- ---------------- II - ---------- I I II I I II I I � I I r -Y I i I I it I I I i I I I I I I I I I I I I sl I I - I o - I l i l^I I I N 04 N I I I I I I I I it I I i I i I I I I rL=-F -I it -I LI I L.....-"""""""" - - - - - ..... I I I I I :I I L--- I I CD .."." I ----- J 9'-5" - -- - GEOFFREY W. GARTNER, P.E. 59328 02-05-15 Sheet No. S2 2 OF 8 00 N Lo W M (0 d Z o N W U r Z C14 mC7 Z Z) M N W Z M W - Q LL 0- cco W 0 O N LL o Q W W U o Z LD � L O a� O z Q W 0 U o � O J N z M W 0cn' a � z 0 z O 0- o O w fn � W O R CU o W m W ❑ j z fn � W lY w — W tl' A2 MM o 3 ao 7 7 7 N tD U) N U 4 0 0 0 0 0 W In z ❑ O W z r N M GEOFFREY W. GARTNER, P.E. 59328 02-05-15 Sheet No. S2 2 OF 8 00 N Lo W M (0 d Z o N W U r Z C14 mC7 Z Z) M N W Z M W - Q LL 0- U) _ 0 O N LL i J Q W U U m Z LD W J L O a� O m Q W 0 U o � O J GEOFFREY W. GARTNER, P.E. 59328 02-05-15 Sheet No. S2 2 OF 8 00 N Lo C M (0 o N C14 mC7 DC7 a(7 0 mo U Q 0 GEOFFREY W. GARTNER, P.E. 59328 02-05-15 Sheet No. S2 2 OF 8 00 N Lo C M (0 C14 2-!a- U 3 M Co 0 00 U ILL ILL a� N M 0cn' IL Z CU a) m m U)Q o A2 MM o 3 ao N tD U) N U 4 O 0) f� n GEOFFREY W. GARTNER, P.E. 59328 02-05-15 Sheet No. S2 2 OF 8 JB 11X11 POST (4) 1.75"x18" 2.0E G -P LAM LVL 4:4 6 (2) 2X6 2:1 S7 (2) 2X6 2:1 7 IT S7 (2) 2X6 2:1 (2) 2X6 2:1 7 S7 6 S7 (4) 1.75"x18" 2.0E G -P LAM LVL 4:4 S2 3 3A S7 S7 J 1 , ..... i r 1 i �� , I <v 9 C ; (2)?X (2) 2X6 1:1 Sr{ .; 8 JA A...',.........._......_... " (2) 2X6 :1 S7 (2) 2X6 1:1 (2) 2X6 1:1 9 H01 S7 (2) 2X12 3:2 (2) 2X6 1:1 A 6X12 6X12"`�-A\ A ' �/ E I I I TYP, BEAM TO (2) 2X6 1:1 :.................................._.....:.:.................._....................................................... ...._........___..__.._.__..... ------ BEAM I i .......................................................................................................................... ......... .......:. .....:...............:...........................................................................................................................................; CONNECTION 1 i I I I I I 6X12 8X8 1 (2) 2X6 2:1 e POST (3) 1.75"x14" 2.0E G -P LAM _ A C_ LVL. WITH 1/2 X12 X22-0 PE,PLATE G (2) 2X6 1:1 LATE -, LONG FLITCH PLATE. 5 BUCKETBUCKET r I KINGS, 3 CRIPPLES.iz� 6X10 RIDGE 6X10 RIDGE 22 (2) 2X6 1:1 9 t S8 S7 6X12 (2) 2X12 3:2 6X12=�--- (2) 2X6 1:1 6X12 6X12 <=%% H02 ::::: (4) 2X12 (2) 2X12 (2) :?X12 i B11X11 POST (2) 2X6 2:1 (2) 2X10 (2) 2X10 (2) 2X10 (2) 2X10 (2) 2X10 (2) 2X12 _� _ ------------ _--____ _L ............. _ 1 r--.-_ ----_..._...-__ ...-...------__ 2 2X62:1--------� C S7 (2) 2X 2:1 O (2) 2X10 2:1 A (2) �X:1 (2) 2X1 2 2X6 2:1 2 (2) 2X6 (2) 2X6 2:1 O g7 A (2) 2X6 2:1 i (3) 2X1 0 1:1 (3) 2,00 1:1 (3) 2X101:1 I f O I I I I II 2 2X10 fl I! 1 (2) 2X6 2:17 YA7 j j 12 1 ! I I S7 S7 S7 I------------1 I-____ S8 �___________� ! I I ii S7 E-------------- -- ------------ _____ i t r------------- A Lt------ �- ------ !! I I I I f --_.-W.._....-_ 1! I I !I IrF-, f Ilii ` 1! I I 9 (2) 2X10 I I e I i 11L _j I I J L_� I I -----j I __--------- 1I I I I (2) 2Xfi 2:1 ,=== I I I I I I I (2) 2X6 2:1 S7 S7 GO N to PLAT E, M BUC 04 AN a Q C7 C7 C�7 OR PLACE DOUBLE STUD GROUP UNDER FRAMING NOTES AND LEGEND m BEAM BEARING. FASTEN BEAM TO STUD GROUP 0 00 WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING a> WITH LTT20B. USE 10d NAILS IN ALL HOLES. TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. M w OPLACE B INDICATES GLAZING CLASSIFIED AS END ZONE. CD STUD MATERIAL: 2x No. 2 SPF, UNO. o N 04 W EZ o ALL OTHER GLAZING LOCATED ON EXTERIOR OF c � � � o i o m Q HEADERS: ) Q N m Q Mill SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS ALL HEADERS ARE (2) 2x6 No. 2 SYP WITH TWO KINGS AND ONE CRIPPLE, ZONE. SEE "COMPONENT AND CLADDING DESIGN 0 z OHUC612, ALL HOLES FILLED WITH 10d NAILS. LINO. FASTEN HEADER LUMBER TOGETHER USING (2) ROWS OF 16d (0.148" X L g <n PRESSURES," ON COVER SHEET. 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO GABLE BRACING LOCATION. 0 ai MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z o o THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a oaf W 2 HEADER NOTATION IS: vi o ILL Z U) W 0 > U) > W > W NUMBER OF PLIES IN HEADER NUMBER OF KING STUDS (2),2x6,2:1 0 0 0 NUMBER OF CRIPPLE STUDS W 0 0 SIZE OF DIMENSIONAL LUMBER cn o O SHEAR WALLS: D ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE o z r N Cl) 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 (.0 I SEE DETAILS FOR FASTENERS Q W > DOUBLE 2X10 CEILING JOIST FOR RIDGE Z BEAM SUPPORT, UNO. I— z = N PORCH/GLULAM BEAM W Z M W ® ¢ J IL _ # HIGH UPLIFT DESIGNATION. OL.I. wN O WST-# DETAIL NUMBER U 0' � m v X SHEET NUMBER z W Y_ F- vY_ a TRUSS/BEAM LABEL U)_j O F - w 00 UPLIFT CONNECTION F- O INTERIOR BEARING WALL J 3 S7 S7 GO N to PLAT E, M BUC 04 AN a 1-STORY THREADED ROD 2 -STORY THREADED ROD 6X10 W. U OR PLACE DOUBLE STUD GROUP UNDER RIDGE OVERIFY A BEAM BEARING. FASTEN BEAM TO STUD GROUP 0 00 WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING a> WITH LTT20B. USE 10d NAILS IN ALL HOLES. POST UNDER BEAM BEARING. SEE PLAN FOR OPLACE B INDICATES GLAZING CLASSIFIED AS END ZONE. CD N 04 EZ o ALL OTHER GLAZING LOCATED ON EXTERIOR OF c � � � o i o m Q STRUCTURE WILL BE CLASSIFIED AS INTERIOR ) a N m Q Mill SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS OD ZONE. SEE "COMPONENT AND CLADDING DESIGN 0 v OHUC612, ALL HOLES FILLED WITH 10d NAILS. HUC410, ALL HOLES FILLED WITH 10d NAILS. PRESSURES," ON COVER SHEET. GABLE BRACING LOCATION. S8 1 (2) 2X10 2:1 I I I I2 7.1 S7 .. I ! I _....... S7 ---7'rr{ ----I-r----I --------------- I I ------------ _j . _jI ----------------------------- F ___ —C=�II--(2) 2X6 2:1 11 II II I II _m __________ I i ................. .......%......,i.... i.......................................... Il ---- .--.......................----................. -....................................................... ---- -- I . Il I II - S7 lu��i II i (2) 2X6 2:1 (2) 2X6 2:1 (2) 2X6 2:1 A IHf i I 1 11h k I S7 9 9 10 9 S7 S7 S8 S7 (2) 2x6 �� II I I I , I I f (2) 2x6 2:1 0(4) 1.75"x18" 2.0E G -P LAM LVL 4:6 t o II 7 III 1 1 I S7 I �7 (2)2X62:1 1 II I S2 11111 11511 (2) 2X6 2:1 2 )FIRST LEVEL WALL_ PLAN S7 3/16" = V-0" 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. �z w� >0- w� J 7 z VNJ I..L LL LL GO N to PLAT E, M BUC 04 >� 6X10 W. U OR PLACE DOUBLE STUD GROUP UNDER RIDGE OVERIFY A BEAM BEARING. FASTEN BEAM TO STUD GROUP 0 00 WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING a> WITH LTT20B. USE 10d NAILS IN ALL HOLES. POST UNDER BEAM BEARING. SEE PLAN FOR OPLACE B POST SIZE. FASTEN BEAM TO POST WITH (2) CD MSTA24. FASTEN POST TO FOOTING WITH CPT88Z. USE 10d NAILS IN ALL HOLES AND 8" ANCHOR BOLT, c cn co X EMBEDDED 8" INTO FOOTING. m Q LAST STUD OF PROPOSED WALL TO OFASTEN EXISTING FRAMING WITH 10d NAILS AT 3" O.C. Mill SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS OD WITH 7/16" OSB FASTENED WITH 8d COMMON NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. OHUC612, ALL HOLES FILLED WITH 10d NAILS. HUC410, ALL HOLES FILLED WITH 10d NAILS. S8 1 (2) 2X10 2:1 I I I I2 7.1 S7 .. I ! I _....... S7 ---7'rr{ ----I-r----I --------------- I I ------------ _j . _jI ----------------------------- F ___ —C=�II--(2) 2X6 2:1 11 II II I II _m __________ I i ................. .......%......,i.... i.......................................... Il ---- .--.......................----................. -....................................................... ---- -- I . Il I II - S7 lu��i II i (2) 2X6 2:1 (2) 2X6 2:1 (2) 2X6 2:1 A IHf i I 1 11h k I S7 9 9 10 9 S7 S7 S8 S7 (2) 2x6 �� II I I I , I I f (2) 2x6 2:1 0(4) 1.75"x18" 2.0E G -P LAM LVL 4:6 t o II 7 III 1 1 I S7 I �7 (2)2X62:1 1 II I S2 11111 11511 (2) 2X6 2:1 2 )FIRST LEVEL WALL_ PLAN S7 3/16" = V-0" 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. �z w� >0- w� J 7 z VNJ I..L LL LL GEOFFREY W. GARTNER, P.E. 59328 02-05-15 Sheet No. S3 3 OF 8 GO N to C M 04 >� W. U aLf) 1 N 0 00 a> CON CD N N " c cn co X ai m m Q 65 0° o _m C N N O M ooill �I GEOFFREY W. GARTNER, P.E. 59328 02-05-15 Sheet No. S3 3 OF 8 7 7 3 (2) 2X6 1:1 (2) 2X6 1:1 I 1 1 S4 I S4 MIR , i ......................._.................................. ------------ 37 (2) 2X6 1;,•1 (2) 2X6 1:1 (2) 2X6 1:1 2X6 1:1 if 57 (2) 2X .1 �7 •f�) 6 1 � /i S7 (2) 2X6 1:1 (2) 2X6 1:1 (2) 2X6 1:1 (2) 2X6 1:1 r�� 2 1:1 7 (2) 2X6 1:1 S7 1 (2) 2X6 1:1 0/ (2) 2X6 1:1 (2) 2X6 1:1 3 (2) 2N 5 1:1 I (2) 2X6 1:1 _ ____ s/ A IIII------- \ II (2) 2N 6 1:1 Jill Jill iI ; IIII I I I I IIII ............................. // `•+ I ? ILL` I I -H .(1-'� € I I II r ....................... I I _ II ______ 1 r..._____---- IIfil — I 3 i I i IIE! IIII I I IIII X 1'1 i II 2 611:1 I I I O 2 f I i I r _______ X6 1:1 2 2X6 - O } X6 1, I ; 4X15-11. , i a i : (2) 2X6 1:1 (2) 2X6 1:1 € jj I I I I II ; II , i u I I ,....„ _._ _..... X6 L i rn , II t i f ' I : I I J L. 2 2 1'1 v , 0 t t I II I I it , (2)2X61:1 {2) 2X6 1:1 I I (2) 2X6 1:1 I I (2) 2X6 1:1 I I (2) 2X6 1:1 7 7 �7 s' SECOND LEVEL WALL PLAN e 3/16" = 1'-0'° 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. FRAMING NOTES AND LEGEND m 0 0 0 TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. � w STUD MATERIAL: 2x No. 2 SPF, UNO. o W HEADERS: 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" XW L: Uj 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO o (n W MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z' o fJ p o It 0 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a o HEADER NOTATION IS: vi w z U) U) W W f NUMBER OF PLIES IN HEADER D ix re NUMBER OF KING STUDS (2),2x612:1 - 7 0 0 0 NUMBER OF CRIPPLE STUDS W 0 0 SIZE OF DIMENSIONAL LUMBER t» o z 0 SHEAR WALLS: D ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE � Z N °' 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 CIO SEE DETAILS FOR FASTENERS O DOUBLE 2X10 CEILING JOIST FOR RIDGE > W Z M BEAM SUPPORT, UNO. I—' z Z) N PORCHiGLULAM BEAM W Z M W _ LL Q I ^^. v� �/�► 2 L.1 .,.I.................... .......... .............i __ _... ...... '' ... HIGH UPLIFT DESIGNATION. Q U r# Lu O i Q O UJI m DE NUMBER ---------------- STS# D W v SHEET NUMBER Z � J U Z i Q I i TRUSS/BEAM LABEL F- W O .................................................... ....._..,... � UPLIFT CONNECTION O INTERIOR BEARING WALL ........................................ / ® 1 -STORY THREADED ROD E : 2 -STORY THREADED ROD o N T INDICATES GLAZING CLASSIFIED AS END ZONE. � � �51 � � � LO EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF o 3 o i I N STRUCTURE WILL BE CLASSIFIED AS INTERIOR m t a o ZONE. SEE "COMPONENT AND CLADDING DESIGN v ¢ " ON COVER SHEET. PRESSURES, j € GABLE BRACING LOCATION. ::::: Z W f VERIFY OR PLACE DOUBLE STUD GROUP UNDER W ^ A BEAM BEARING FASTEN BEAM TO STUD GROUP L.L WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. V I Z PLACE POST UNDER BEAM BEARING. SEE PLAN FOR O POST SIZE. FASTEN BEAM TO POST WITH 2 I .....................::...................................`':;:;;,;..,,.. � MSTA24. FASTEN POST TO FOOTING WITH CPT88Z. ` II O � USE 10d NAILS IN ALL HOLES ANDAN H COR BOLT, ' EMBEDDED 8" INTO FOOTING. U I __._..__._..__ ................._.___._. FASTEN LAST STUD OF PROPOSED WALL TO W ;...::.,; C EXISTING FRAMING WITH 10d NAILS AT 3" O.C. U^ SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS D WITH 7/16" OSB FASTENED WITH 8d COMMON NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. j I HUC 6 L HOLES FILLED WITH 10d NAILS. 00 cli 12, AL U / rn� LO HUC410, ALL HOLES FILLED WITH 10d NAILS. c a v O m m C .` o ` p „..,... U U_� :::... (D / f f Lon ................._, / 1 r N M err p J/ •... ,.. / 11 .'p -T... Ccc U3 ;J „f f � 'f a� co N vii v N W U � O M M � }ff r� �• 1J J i \\ ii1 r -.t f, 11 r \ ALL PROPOSED SECOND FLOOR ” f'r' J;A\\ WALLS ARE NON LOAD-BEARING /01 `v v PARTITION WALLS. l I �r ...... f r i Jf � f , f f f , r J, qv ;.:,... , , z ................ , .......... , J-, t 3 , I 7 7 3 (2) 2X6 1:1 (2) 2X6 1:1 I 1 1 S4 I S4 MIR , i ......................._.................................. ------------ 37 (2) 2X6 1;,•1 (2) 2X6 1:1 (2) 2X6 1:1 2X6 1:1 if 57 (2) 2X .1 �7 •f�) 6 1 � /i S7 (2) 2X6 1:1 (2) 2X6 1:1 (2) 2X6 1:1 (2) 2X6 1:1 r�� 2 1:1 7 (2) 2X6 1:1 S7 1 (2) 2X6 1:1 0/ (2) 2X6 1:1 (2) 2X6 1:1 3 (2) 2N 5 1:1 I (2) 2X6 1:1 _ ____ s/ A IIII------- \ II (2) 2N 6 1:1 Jill Jill iI ; IIII I I I I IIII ............................. // `•+ I ? ILL` I I -H .(1-'� € I I II r ....................... I I _ II ______ 1 r..._____---- IIfil — I 3 i I i IIE! IIII I I IIII X 1'1 i II 2 611:1 I I I O 2 f I i I r _______ X6 1:1 2 2X6 - O } X6 1, I ; 4X15-11. , i a i : (2) 2X6 1:1 (2) 2X6 1:1 € jj I I I I II ; II , i u I I ,....„ _._ _..... X6 L i rn , II t i f ' I : I I J L. 2 2 1'1 v , 0 t t I II I I it , (2)2X61:1 {2) 2X6 1:1 I I (2) 2X6 1:1 I I (2) 2X6 1:1 I I (2) 2X6 1:1 7 7 �7 s' SECOND LEVEL WALL PLAN e 3/16" = 1'-0'° 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. FRAMING NOTES AND LEGEND m 0 0 0 TOP AND BOTTOM PLATE MATERIAL: 2x No. 2 SYP, UNO. � w STUD MATERIAL: 2x No. 2 SPF, UNO. o W HEADERS: 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" XW L: Uj 3.5") COMMON NAILS AT 12" ON CENTER. USE OSB SHIMS AS NECESSARY TO o (n W MAKE THE HEADER THICKNESS EQUAL TO THAT OF THE WALL IT IS IN. SEE z' o fJ p o It 0 THE HEADER DETAIL FOR FASTENING SPECIFICATIONS. o a o HEADER NOTATION IS: vi w z U) U) W W f NUMBER OF PLIES IN HEADER D ix re NUMBER OF KING STUDS (2),2x612:1 - 7 0 0 0 NUMBER OF CRIPPLE STUDS W 0 0 SIZE OF DIMENSIONAL LUMBER t» o z 0 SHEAR WALLS: D ALL WALLS ACT AS LATERAL FORCE RESISTING ELEMENTS BASED ON THE � Z N °' 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 CIO SEE DETAILS FOR FASTENERS O DOUBLE 2X10 CEILING JOIST FOR RIDGE > W Z M BEAM SUPPORT, UNO. I—' z Z) N PORCHiGLULAM BEAM W Z M W _ LL Q I ^^. v� �/�► 2 L.1 .,.I.................... .......... .............i __ _... ...... '' ... HIGH UPLIFT DESIGNATION. Q U r# Lu O i Q O UJI m DE NUMBER ---------------- STS# D W v SHEET NUMBER Z � J U Z i Q I i TRUSS/BEAM LABEL F- W O .................................................... ....._..,... � UPLIFT CONNECTION O INTERIOR BEARING WALL ........................................ / ® 1 -STORY THREADED ROD E : 2 -STORY THREADED ROD o N T INDICATES GLAZING CLASSIFIED AS END ZONE. � � �51 � � � LO EZ ALL OTHER GLAZING LOCATED ON EXTERIOR OF o 3 o i I N STRUCTURE WILL BE CLASSIFIED AS INTERIOR m t a o ZONE. SEE "COMPONENT AND CLADDING DESIGN v ¢ " ON COVER SHEET. PRESSURES, j € GABLE BRACING LOCATION. ::::: Z W f VERIFY OR PLACE DOUBLE STUD GROUP UNDER W ^ A BEAM BEARING FASTEN BEAM TO STUD GROUP L.L WITH (2) MSTA24. FASTEN STUD GROUP TO FOOTING WITH LTT20B. USE 10d NAILS IN ALL HOLES. V I Z PLACE POST UNDER BEAM BEARING. SEE PLAN FOR O POST SIZE. FASTEN BEAM TO POST WITH 2 I .....................::...................................`':;:;;,;..,,.. � MSTA24. FASTEN POST TO FOOTING WITH CPT88Z. ` II O � USE 10d NAILS IN ALL HOLES ANDAN H COR BOLT, ' EMBEDDED 8" INTO FOOTING. U I __._..__._..__ ................._.___._. FASTEN LAST STUD OF PROPOSED WALL TO W ;...::.,; C EXISTING FRAMING WITH 10d NAILS AT 3" O.C. U^ SHEATH PORCH BOTTOM CHORDS/CEILING JOISTS D WITH 7/16" OSB FASTENED WITH 8d COMMON NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. j I HUC 6 L HOLES FILLED WITH 10d NAILS. 00 cli 12, AL U / rn� LO HUC410, ALL HOLES FILLED WITH 10d NAILS. c a v O m m C .` o ` p .2 .2 U U_� (D Lon N M Ccc U3 X a Q U) m o a� co N vii v N W U � O M M � GEOFFREY W. GARTNER, P.E. 59328 02-05-15 Sheet No. S4 4 OF 8 /16 12 S8 Sg 2)2X UNDE ............................... ......................_..__........._.. „ % i F- N CO CO CO ) -- U=Z 03 0 io r- -.Go=3 ................................ V ............. .... ........... ..,.................... O O0 Co CO CMD W o O Oj2 Z ...► N O s-- i i i ----------------- (2) 2x10 OVER WALL 21 ?16 S8 S8 CONVENTIONAL FRAMING DOTES I ji - ~ �, Z) Q CIO r N r 1R' , , r r , z M WLL 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. aaCNo U , 0 O O s 1. TRUSS DESIGN BY DURHAM BUILDING MATERIALS. SEE COVER SHEET 0 LU /%r. � W 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR TRUSS DESIGN SPECIFICATIONS. co I-- j w / U_j 0 Q 4 W �- o m > W D 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. 2. TRUSS PLACEMENT PLANS BELOW ARE TO BE USED AS A GUIDELINE. o I- r t f; FINAL PLACEMENT TO BE PROVIDED BY DURHAM BUILDING MATERIALS A °z 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4) 16d TOE -NAILS. , ¢ H r i , z 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. w NAILS INTO THE RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. SEE COMPLETED TRUSS ENGINEERING WITH ENGINEERING SHOP E z O U) W DRAWING STAMP FOR TRUSS UPLIFTS AND BEARINGS. z , , o 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO o a O THE RAFTER AND (5) 8d NAILS INTO THE SLEEPER. 4. THE TRUSS LAYOUT ABOVE IS USED ONLY FOR THE TYPE AND of o r . r W z fn 7r FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. -r o I U) W CONSTRUCTION. i r r of 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) '. ¢ ¢ t a ¢ 8dX1-1/2" NAILS. 5. DURHAM BUILDING MATERIALS SHALL SUBMIT SIGNED AND SEALED a...¢, Al ¢ ;f Qf SHOP DRAWINGS FOR REVIEW BY ARCHITECT / ENGINEER PRIOR TO / r, v it s FASTEN RIDGENALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN CONSTRUCTION. o 96 0 0 VALLEY BEAM, (11) INTO STUD BELOW.w P '� '0 .,f o 987 DO NOT SET TRUSSES USING THIS LAYOUT, USE LAYOUT P a 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d DELIVERED WITH TRUSSES TO SET TRUSSES. z 0 LL 0 LL o LL cs i4 NAILS. BOTTOM OF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE 0 LL 0 LL i LL 0 LL 0 LL 0 LL f 0 tl 0 0 0 0 0 0 FROM THE TOP PLATE TO THE PEAK. > o W z r N M 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT V-.. .. . u-... V- .. uL. u EACH INTERSECTION OF SLEEPER AND EXISTING FRAMING. ............... . .. .... ........ ......... . 20 (2) 2x4 SYP COLUMN FOR RIDGENALLEY BEAM 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 ss ................ ..... / ..... ri , :.:..,. Y............is I '?1 .r i f , , „ f S , „ ............ :......... .._.....:::::: 21 ?16 S8 S8 CONVENTIONAL FRAMING DOTES TRUSS NOTES: ¢ ~ �, Z) Q CIO r N DC7 W z M WLL 1. ALL CONVENTIONAL FRAMING LUMBER IS No.2 SYP. aaCNo U Q 0 O O s 1. TRUSS DESIGN BY DURHAM BUILDING MATERIALS. SEE COVER SHEET 0 LU U � W 2. ALL RIDGE AND VALLEY BEAM SIZES ARE NOTED ON THE PLANS. FOR TRUSS DESIGN SPECIFICATIONS. co I-- j w / U_j 0 Q 4 W �- o m > W D 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. 2. TRUSS PLACEMENT PLANS BELOW ARE TO BE USED AS A GUIDELINE. o I- 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. ¢ H i z 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. w NAILS INTO THE RAFTER AND (5) 8d NAILS INTO THE TOP PLATE. SEE COMPLETED TRUSS ENGINEERING WITH ENGINEERING SHOP E z O U) W DRAWING STAMP FOR TRUSS UPLIFTS AND BEARINGS. z 0 Of o 6. FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO o a O THE RAFTER AND (5) 8d NAILS INTO THE SLEEPER. 4. THE TRUSS LAYOUT ABOVE IS USED ONLY FOR THE TYPE AND of o W Uj LOCATION OF CONNECTORS REQUIRED. SEE SIGNED AND SEALEDW W z fn 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. TRUSS LAYOUT PROVIDED BY DURHAM BUILDING MATERIALS FOR o I U) W CONSTRUCTION. of 8. HIP RIDGE BEAMS TO HORIZONTAL RIDGE BEAM WITH SIMPSON A35 WITH (12) '. ¢ ¢ a a ¢ 8dX1-1/2" NAILS. 5. DURHAM BUILDING MATERIALS SHALL SUBMIT SIGNED AND SEALED a...¢, a ¢ a '' Qf SHOP DRAWINGS FOR REVIEW BY ARCHITECT / ENGINEER PRIOR TO ¢ a v zi 9. FASTEN RIDGENALLEY BEAM TO WALL WITH (1) MSTA24 WITH (11) 10d NAILS IN CONSTRUCTION. o 96 0 0 VALLEY BEAM, (11) INTO STUD BELOW.w P '� '0 o o DO NOT SET TRUSSES USING THIS LAYOUT, USE LAYOUT P a 10. 2X6 No.2 SYP COLLAR TIES TO BE APPLIED. FASTEN EACH END WITH (6) 16d DELIVERED WITH TRUSSES TO SET TRUSSES. z 0 LL 0 LL o LL cs i4 NAILS. BOTTOM OF COLLAR TIES TO BE NO LOWER THAN 1/3 THE DISTANCE 0 LL 0 LL i LL 0 LL 0 LL 0 LL f 0 tl 0 0 0 0 0 0 FROM THE TOP PLATE TO THE PEAK. > o W z r N M 11. ALL SLEEPERS ARE FASTENED TO EXISTING FRAMING WITH (4) 16d NAILS AT V-.. .. . u-... V- .. uL. u EACH INTERSECTION OF SLEEPER AND EXISTING FRAMING. ............... . .. .... ........ ......... . 20 (2) 2x4 SYP COLUMN FOR RIDGENALLEY BEAM 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 c0 k, 18 GA STRAP WITH (9) 8d NAILS IN COLUMN, (9) 8d NAILS IN TOP ® ! PLATE/HEADER. Z f S8 .--- ............. /........ _....... ................... ::: . r „ ; ; % 8 1 (4) 1.75"X18" 2.0E G -P LAM LVL 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. 13 S8 f .................. ................. ; : LU > LU uP ~ U Z Z) Q CIO r N DC7 W z M WLL DC7 20 aaCNo U Q 0 O O s a _j 0 LU U � W m E Z W L I-- j ( / U_j 0 Q 4 W O m Q D U o I- 0 i 0..... a a '. ¢ ¢ a a ¢ c; a a...¢, a ¢ a '' Qf ¢ ¢ a ¢ a a a �.... P '� '0 P o 0 LL. LL 0 LL 0 LL 0 LL 0 LL o LL cs i4 0 U. 0 LL 0 LL i LL 0 LL 0 LL 0 LL f 0 tl 0 0 0 0 0 0 V-.. .. . u-... V- .. uL. u ............... ............... . .. .... ........ ......... . 20 ss 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. 13 S8 f .................. ................. ; : LU > LU uP ~ U Z Z) Q CIO r N DC7 W z M WLL DC7 20 aaCNo U Q 0 O O W a _j 0 LU U � W m E Z W L I-- j ( J U_j 0 Q 4 W O m Q D U o I- 0 ill , i, : _... f i i p. f00 N to ,. LO N : � c ....... _.................. a v -• .--.... , f � �� C ' 2 LL 0 CD O O CDL 70 z) ILL U •'' ........... ................... x a� m v . .... .... .... : :. i _M v p o .... .... ..... .. :;• ao O Cl) C € f N y N U o m o .... U V M M k; j FIRST LEVEL TRUSS/CONVENTIONAL FRAMING PLAN 3/16" = V-0" GEOFFREY W. GARTNER, P.E. 59328 02-05-15 Sheet No. S5 5 OF 8 uP 51 0 N DC7 .o C7 NC7 � o mO DC7 20 aaCNo U Q 0 ill , i, : _... f i i p. f00 N to ,. 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TRUSSES ARE T`O REMAIR'. f t , ,, ; " ,/ , ., , , 'i 1J f DRAWING STAMP FOR TRUSS UPLIFTS AND BEARINGS. r n. ;, f, f tf fr y.. 4. � O 6, FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO o a I i , , ff } �h '% THE RAFTER AND (5) 8d NAILS INTO THE SLEEPER. 4. THE TRUSS LAYOUT ABOVE IS USED ONLY FOR THE TYPE AND � f' ff ff, j fif ..1111. ' ' +,,, f• ,....<:, .. /� I -." ,,, f ,---.:, / W I f f f f '' ,,1111 ...:., .,..". ... , 1111 >. s". 7. FASTEN HEEL OF RAFTER TO CEILING JOIST WITH (4) 16d NAILS. TRUSS LAYOUT PROVIDED BY DURHAM BUILDING MATERIALS FOR t f, t , f , ,,1111; 1111. ,, 1111,. zz ,........1111. 1,111.. _:........ 1111. .... •1111. f " 1;111. f f ;;,. ...,.:,..... r, 111,1. f> f , £ , f fff ' ff f 1111 <, ,..-. iii ...,.:.... ,.., , 1111. :-;. f 1111.. ,,. f r ::/i S f .......... ...i.. , , ,.., fr f f,, f „ ;• _ f ; 1111. f / , 1111. 1111.. ,1111. , , "f ...., .:...........r 11%i t 1111. .............. 1111. , f f f f': t i` 'f r••,., 1111...-1111. 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FOR TRUSS DESIGN SPECIFICATIONS. M 3i E ;£ O .. �..".. 3,.... ._}... EO ,, W r ... 3. ALL ROOF RAFTER SIZES ARE NOTED ON THE PLANS. 2. TRUSS PLACEMENT PLANS BELOW ARE TO BE USED AS A GUIDELINE, o .... ..,. ,., ......,..-, ..... .., 1111 ... ..... .... .1111 111.1... W j i s iii • • £ i i ,., . , .. _....... ' , s E 15.. _i 1111. 1111.., .. ;". ,.. ..{1111.., . ,.- s 1111.1111," ,......,",,..,...,,.......,.,"• 1111 1111 3, ,. - FINAL PLACEMENT TO BE PROVIDED BY DURHAM BUILDING MATERIALS .: � i / 111,1; •. ..1111. ,... ,m".. e ..., :::...::`i f,1111,•,, ;; b,N.ti;; P iiiiiii:, i / ;1111, r y 4. FASTEN ROOF RAFTERS TO RIDGE BEAMS WITH (4)16d TOE -NAILS. AND APPROVED BY EOR. :; , ., :; ; .5 ,,, i3 , ,,. ,. i • :, , ; ;} i € : ., iii is , ,. ., , : � ; ... , .... _....:......................_ _.... ,i;i:,;;: .,,.,.,,.., _................. ..: _...."" ., ...................... z .. ,.:.. -,,......."" ..........., _ ... 1111... ........._ 1111 ............... 1111 . ....................... .., .......................... _............ ,..., 1111_.. _....... 1111... 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 .......:,: S", , � w } ; , > f 3 , , t NAILS INTO THE RAFTER AND 5 8d NAILS INTO THE TOP PLATE. SEE COMPLETED TRUSS ENGINEERING WITH ENGINEERING SHOP ( ) E { , } i 3 , f N :: '% f 1111... ; • r' ,. ;1111.._? s: : CJ DRAWING STAMP FOR TRUSS UPLIFTS AND BEARINGS. z O � O 6, FASTEN ROOF RAFTERS TO SLEEPER WITH SIMPSON H3 WITH (5) 8d NAILS INTO o a O i , , f } / '% THE RAFTER AND (5) 8d NAILS INTO THE SLEEPER. 4. 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'1 „r, % 7/16" OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6" O.C. ON EDGES AND 12" O.C. IN FIELD. _- -- TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. (2) 2x NO.2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON EDGES, 12" O.C. IN FIELD. 2x4 SPF STUDS AT 16" O.C. 2x4 No.2 SYP BOTTOM PLATE FASTENED TO EXISTING BANDBOARD WITH 10d NAILS AT 12" O.C. IN SECOND FLOOR. EXISTING FLOOR SYSTEM EXISTING (2) 2x NO.2 SYP TOP PLATE `"--- 1/2" ALL THREAD CONNECTORS. SEE is ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT VERIFY EXISTING SHEATHING IS 7/16" OSB OR BETTER, FASTENED W/ 8d @ 6" O.C. ON EDGES, 12" O.C. IN FIELD. EXISTING 2x STUDS AT 16" O.C. i s-- EXISTING 2x4 BOTTOM PLATE. 7/16" OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6" O.C. ON EDGE AND 12" O.C. IN FIELD. �""'--- TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. (2) 2x6 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON EDGES, 12" O.C. IN FIELD. 2x6 SPF STUDS AT 16" O.C. 2X6 No.2 SYP BOTTOM PLATE FASTENED TO 2X4 No.2 SYP BAND BOARD WITH 10d NAILS AT 3 O.C. ON EDGE, 12 O.C. IN FIELD. 3/4" PLYWOOD FLOOR DECKING FASTENED TO TRUSSES WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. FLOOR TRUSS SYSTEM BY OTHERS. 2x6 CEDAR T&C PLANK SHEATHING. FASTEN TO BEAMS WITH (2) SDS25412 PER INTERSECTION. 6X10 RIDGE, WHERE APPLICABLE. '6X10 RAFTER. USE BUCKET OPTION WHERE RIDGE BEAMS C • EXIST. SEE PLAN FOR RIDGE BEAM LOCATIONS. . • • • PT 6X10 RAFTER. A BD m A. \J - PT 6X12 CEDAR BEAMS. PT 6X6 WEBS, TYP, PT 6X12 BEAMS. 11X11 CEDAR COLUMNS. 11X11 CEDAR COLUMNS. FASTEN TO FOOTING WITH FASTEN TO FOOTING CPT88Z. WITH CPT88Z.-----____ 14 Hi SEE FOUNDATION PLAN FOR SPECIFICATIONS. B PLATE A y ,r2„2„, M (2) 2x6 NO.2 SYP TOP PLATE FASTENED, WITH (2) ROWS 10d AT 16" O.C. = 1'-0" ERTRUSS k�1'14" STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. 2x6 CEDAR T&G PLANK SHEATHING. FASTEN TO 1/2" ALL THREAD CONNECTORS. SEE BEAMS WITH (2) SDS25412 PER INTERSECTION. ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND __.�.__ - ---- 6X10 RIDGE, WHERE APPLICABLE. EMBEDMENT. • USE BUCKET OPTION WHERE RIDGE BEAMS EXIST. SEE PLAN FOR RIDGE BEAM LOCATIONS. G FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON EDGES, 12" O.C. IN FIELD. T 6X10 RAFTER. F • • F PT 6X10 RAFTER. • 2x6 SPF STUDS AT 16" O.C. 2x6 NO.2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS AT EACH SIDE OF BOTTOM PLATE SPLICES. 11X11 CEDAR COLUMNS. 11X11 CEDAR COLUMNS. SUBBASE AND FOOTING/SLAB SEE FOUNDATION PLAN FOR FOOTING FASTEN TO FOOTING WITH FASTEN TO FOOTING ti SPECIFICATIONS. CPT88Z, WITH CPT88Z. TYPICAL TWO-STORY SECTION C . SECTION AT GARAGE 2 _ �,,TYPICAL — • "SEE FOUNDATION PLAN 1/2" = V-0" FOR SPECIFICATIONS, 3-4TIMBER FRAME 7/16" OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6" O.C. ON EDGE AND 12" O.C. IN FIELD. TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. (2) 2x4 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. 1/2" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON EDGES, 12" O.C. IN FIELD. 2x4 SPF STUDS AT 16" O.C. 2x4 NO.2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS WITH 6" MIN EMBEDMENT AT EACH SIDE OF BOTTOM PLATE SPLICES. SEE FOUNDATION PLAN FOR SPECIFICATIONS. TYPICAL WALL SECTION EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. TOP PLATE TO GARAGE HEADER CONNECTION: SIMPSON SPH AT 24" O.C. WITH (12) 10dX1-1/2" COMMONS. TOP PLATE TO KING STUD CONNECTION: (2) SIMPSON SPH WITH (12) 10dX1-1/2" COMMONS AT EACH END OF HEADER. GARAGE DOOR HEADER. SEE FRAMING PLANS FOR SIZE AND PLIES. ' FASTEN ADJACENT STUDS W/ (2) ROWS 10d COMMON NAILS @ 8" O, C., STAGGERED. FASTEN 7/16" OSB TO EXTERIOR OF RETURNS & ABOVE DOOR W/ 8d @ 3" O.C.ON EDGE, 12" O.C. IN FIELD. (2) MSTAM24 FOR GARAGE HEADER CRIPPLES. (9)10d NAILS, (5) 1/4"X2-1/4" TAPCONS INTO STEMWALUMONO GARAGE SLAB FINISH GRADE TYPICAL GARAGE OPENING DETAIL 6 1/2" = 1'-0" 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. EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. o IN ; 4" PLATE B AIA, \ ' 7� CN Of 3.. & 54 _ 54 � co 8" 8" 2„, ; 2” PLATE D 11 1/4 V 3 6" 6" 32" 1' o o W, o o M " 1„ " 4 2 4 PLATE G - FRONT v PLATE .0 PLATE E ill I14T PLATE G - SIDE Ak2"f2'4 PLATE E - BUCKET OPTION &1 LATE DETAILS /2 NOTES: ' ALL PLATES ARE MADE OF 1/2" PLATE STEEL. • ALL BOLTS ARE 5/8" FASTENERS, 2" WASHER AND NUT. • HOLES ARE 11/16"0 NO, 2 SYP DOUBLE TOP PLATE BOTH WALL HEIGHTS (TYP). ` - INSTALL BLOCKING BETWEEN FIRST TWO STUDS OF HIGHER PLATE. FASTEN OSB TO BLOCKINGS W/ 8d COMMON NAILS @3"O.C. (2) SPH WITH (8) 10d COMMON NAILS. SEE TYPICAL WALL SECTION FOR THE REST OF THE FRAMING SPECIFICATIONS. 7 TYPICAL HEADER FRAMING DETAIL F ■ -_ NOTES CC8) PLATE HEIGHT CHANGE 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 PLATE. TOP PLATE TO HEADER: SSP AT 16" O.C. EXISTING TOP PLATE TO REMAIN. KING STUDS TO TOP AND BOTTOM PLATE WITH SSP. NEW HEADER. SEE PLAN FOR SIZE, KINGS AND CRIPPLES. CRIPPLES TO HEADER: MSTA18 WITH (6) 10d IN HEADER, (8) 10d IN CRIPPLE 1/2"X6" TITEN HD SCREWS NO FURTHER THAN 3" AWAY FROM CRIPPLE STUDS. EXISTING FOOTING TO REMAIN 9 TYPICAL HEADER FRAMING DETAIL 1/211 = 1# -Oil s C7 FINISH V GRADE` 1 a� d 6 MIL VAPOR BARRIER OR EQUIVALENT > y WATERPROOFING BETWEEN COMPACTED 7/16" OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6" O.C. ON EDGE AND 12" O.C. IN FIELD. �""'--- TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. (2) 2x6 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON EDGES, 12" O.C. IN FIELD. 2x6 SPF STUDS AT 16" O.C. 2X6 No.2 SYP BOTTOM PLATE FASTENED TO 2X4 No.2 SYP BAND BOARD WITH 10d NAILS AT 3 O.C. ON EDGE, 12 O.C. IN FIELD. 3/4" PLYWOOD FLOOR DECKING FASTENED TO TRUSSES WITH 8d NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. FLOOR TRUSS SYSTEM BY OTHERS. 2x6 CEDAR T&C PLANK SHEATHING. FASTEN TO BEAMS WITH (2) SDS25412 PER INTERSECTION. 6X10 RIDGE, WHERE APPLICABLE. '6X10 RAFTER. USE BUCKET OPTION WHERE RIDGE BEAMS C • EXIST. SEE PLAN FOR RIDGE BEAM LOCATIONS. . • • • PT 6X10 RAFTER. A BD m A. \J - PT 6X12 CEDAR BEAMS. PT 6X6 WEBS, TYP, PT 6X12 BEAMS. 11X11 CEDAR COLUMNS. 11X11 CEDAR COLUMNS. FASTEN TO FOOTING WITH FASTEN TO FOOTING CPT88Z. WITH CPT88Z.-----____ 14 Hi SEE FOUNDATION PLAN FOR SPECIFICATIONS. B PLATE A y ,r2„2„, M (2) 2x6 NO.2 SYP TOP PLATE FASTENED, WITH (2) ROWS 10d AT 16" O.C. = 1'-0" ERTRUSS k�1'14" STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. 2x6 CEDAR T&G PLANK SHEATHING. FASTEN TO 1/2" ALL THREAD CONNECTORS. SEE BEAMS WITH (2) SDS25412 PER INTERSECTION. ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND __.�.__ - ---- 6X10 RIDGE, WHERE APPLICABLE. EMBEDMENT. • USE BUCKET OPTION WHERE RIDGE BEAMS EXIST. SEE PLAN FOR RIDGE BEAM LOCATIONS. G FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON EDGES, 12" O.C. IN FIELD. T 6X10 RAFTER. F • • F PT 6X10 RAFTER. • 2x6 SPF STUDS AT 16" O.C. 2x6 NO.2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS AT EACH SIDE OF BOTTOM PLATE SPLICES. 11X11 CEDAR COLUMNS. 11X11 CEDAR COLUMNS. SUBBASE AND FOOTING/SLAB SEE FOUNDATION PLAN FOR FOOTING FASTEN TO FOOTING WITH FASTEN TO FOOTING ti SPECIFICATIONS. CPT88Z, WITH CPT88Z. TYPICAL TWO-STORY SECTION C . SECTION AT GARAGE 2 _ �,,TYPICAL — • "SEE FOUNDATION PLAN 1/2" = V-0" FOR SPECIFICATIONS, 3-4TIMBER FRAME 7/16" OSB ROOF DECK FASTENED TO FRAMING WITH 8d RING SHANKS AT 6" O.C. ON EDGE AND 12" O.C. IN FIELD. TRUSS TO TOP PLATE CONNECTION: H2.5A WITH (10) 8d NAILS FOR UPLIFTS LESS THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS EACH FOR UPLIFTS LESS THAN 1200 LBS. (2) 2x4 NO. 2 SYP TOP PLATE FASTENED WITH (2) ROWS 10d AT 16" O.C. STAGGERED. MINIMUM 24" LAP WITH (12) 10d IN LAP. 1/2" ALL THREAD CONNECTORS. SEE ALL -THREAD NOTES FOR INSTALLATION SPECIFICATIONS, SPACING AND EMBEDMENT FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON EDGES, 12" O.C. IN FIELD. 2x4 SPF STUDS AT 16" O.C. 2x4 NO.2 SYP PT BOTTOM PLATE. APPLY 1/2" ANCHOR BOLTS WITH 6" MIN EMBEDMENT AT EACH SIDE OF BOTTOM PLATE SPLICES. SEE FOUNDATION PLAN FOR SPECIFICATIONS. TYPICAL WALL SECTION EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. TOP PLATE TO GARAGE HEADER CONNECTION: SIMPSON SPH AT 24" O.C. WITH (12) 10dX1-1/2" COMMONS. TOP PLATE TO KING STUD CONNECTION: (2) SIMPSON SPH WITH (12) 10dX1-1/2" COMMONS AT EACH END OF HEADER. GARAGE DOOR HEADER. SEE FRAMING PLANS FOR SIZE AND PLIES. ' FASTEN ADJACENT STUDS W/ (2) ROWS 10d COMMON NAILS @ 8" O, C., STAGGERED. FASTEN 7/16" OSB TO EXTERIOR OF RETURNS & ABOVE DOOR W/ 8d @ 3" O.C.ON EDGE, 12" O.C. IN FIELD. (2) MSTAM24 FOR GARAGE HEADER CRIPPLES. (9)10d NAILS, (5) 1/4"X2-1/4" TAPCONS INTO STEMWALUMONO GARAGE SLAB FINISH GRADE TYPICAL GARAGE OPENING DETAIL 6 1/2" = 1'-0" 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. EDGE OF ALL THREAD WASHER MUST BE WITHIN 3" OF THE HEADER KING STUD, TYP BOTH SIDES OF OPENING. NO. 2 SYP HEADER, TYP. SEE PLANS FOR SIZE, PLIES, AND NUMBER OF KINGS AND CRIPPLES. KING STUDS & CRIPPLES: (6) 16d BETWEEN ADJACENT KING STUDS AND CRIPPLES. PLACE 1/2" ANCHOR BOLTS PER THE TYPICAL WALL SECTION. o IN ; 4" PLATE B AIA, \ ' 7� CN Of 3.. & 54 _ 54 � co 8" 8" 2„, ; 2” PLATE D 11 1/4 V 3 6" 6" 32" 1' o o W, o o M " 1„ " 4 2 4 PLATE G - FRONT v PLATE .0 PLATE E ill I14T PLATE G - SIDE Ak2"f2'4 PLATE E - BUCKET OPTION &1 LATE DETAILS /2 NOTES: ' ALL PLATES ARE MADE OF 1/2" PLATE STEEL. • ALL BOLTS ARE 5/8" FASTENERS, 2" WASHER AND NUT. • HOLES ARE 11/16"0 NO, 2 SYP DOUBLE TOP PLATE BOTH WALL HEIGHTS (TYP). ` - INSTALL BLOCKING BETWEEN FIRST TWO STUDS OF HIGHER PLATE. FASTEN OSB TO BLOCKINGS W/ 8d COMMON NAILS @3"O.C. (2) SPH WITH (8) 10d COMMON NAILS. SEE TYPICAL WALL SECTION FOR THE REST OF THE FRAMING SPECIFICATIONS. 7 TYPICAL HEADER FRAMING DETAIL F ■ -_ NOTES CC8) PLATE HEIGHT CHANGE 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 PLATE. TOP PLATE TO HEADER: SSP AT 16" O.C. EXISTING TOP PLATE TO REMAIN. KING STUDS TO TOP AND BOTTOM PLATE WITH SSP. NEW HEADER. SEE PLAN FOR SIZE, KINGS AND CRIPPLES. CRIPPLES TO HEADER: MSTA18 WITH (6) 10d IN HEADER, (8) 10d IN CRIPPLE 1/2"X6" TITEN HD SCREWS NO FURTHER THAN 3" AWAY FROM CRIPPLE STUDS. EXISTING FOOTING TO REMAIN 9 TYPICAL HEADER FRAMING DETAIL 1/211 = 1# -Oil Sheet No. S7 7 OF 8 � C7 C7 V d > W U z Q C7 C7 C7 N aa) C7 C7 C7 W m C7 C7 C7 M w 0 O W o W � U o Z � L 0 ~ Q T A O O Q W 0 U o t - 0 U. Z C 00 04 M LO f0 W ur) 04 Z' o o d O CD w 0) � of 1— O U W w z fWn of W v c 0 o0 U LLL a� 9O 9O O 0o L N N N J cc7n t` CUCISt W o o 0 M V11 -2. o th j a0 Z N y N O U 4 M � 0 � GEOFFREY W. GARTNER, P.E. 59328 02-05-15 FO > o W Z T N M Sheet No. S7 7 OF 8 CD W O Z > W U z CO > Z = N aa) W Z M W - Q LL a- U _ 0 O W ' W U U �_ Z W J L 0 ~ Q � O m Q W 0 U o 0 U. Sheet No. S7 7 OF 8 o N > o �� aa) a� uiNo I ca f C� 1 J I Q w V Z U. C 00 04 M LO f0 ur) 04 d U U) v c 0 o0 U LLL a� 0o L N N N J cc7n t` CUCISt Q o M V11 -2. o th j a0 N y N O U 4 M � � GEOFFREY W. GARTNER, P.E. 59328 02-05-15 Sheet No. S7 7 OF 8 (D 0 (D a- 3: CL (D (D 0 i. 7/16" OSB ROOF DECK FASTENED TO 1:0 FRAMING WITH 8d RING SHANKS AT 6" O.C.III co ON EDGE AND 12" O.C. IN FIELD. CIO ............ ............ . .... — - - — - __-------- 7/16" OSB FASTENEDTO FRAMING W/ 8d AT 3 TRUSS TO TOP PLATE CONNECTION: H2.5A O.C. ON EDGE, 6" O.C. IN FIELD. A 0 WITH (10) 8d NAILS FOR UPLIFTS LESS z EXISTING TOP PLATE AND WALL THAN 600 LBS. (2) H2.5A WITH (10) 8d NAILS 2X RAFTERS. FASTEN z FRAMING. EACH FOR UPLIFTS LESS THAN 1200 LBS. 2X RAFTERS. FASTEN L: W BLOCK SHEETING ED( ES TO TOP CHORD WITH (2) U) W lvivP" A35. E z 0 WITHIN 4" OF GABLE END. (2) 2x4 NO. 2 SYP TOP PLATE FASTENED TO BOTTOM CHORD U) U_ WITH (2) A35. p 0 z 0 2x4 SYP OUTRIGGERAT 24" O.C. CLIP TO WITH (2) ROWS 10d AT 16" O.C. EXISTING HEADER i A i of of 0 STAGGERED. MINIMUM 24" LAP WITH (12) 0 h- 0 of BALLOON FRAMED TOP PALTE W/ SIMPSON LL of III ilii10d IN LAP. H2.5 W/ (8) 8d COMMONS. a W W FILL OPENINGS WITH 2X4 NO.2 (3) 2X10 TOP CHORD, FASTEN TOP AND BOTTOM OF STUDS TO W Z) > 5; BLOCK BETWEEN OUTLOOKERS. (3) 2X6 BOTTOM CHORD, TRUSS H01. a SPF STUDS AT 16" O.C. FASTEN TOP AND BOTTOM PLATES WITH SIMPSON TRUSS H02. GABLE TRUSS TOP CHORD TO HEADER/FRAMING ABOVE SPH AT 32" O.C. AND BOTTOM PLATE BELOW 2x4 No.2 SYP X -BRACE. SEE PLAN FOR RAFTER TO TRUSS &-3/ WITH (4) 10d TOE -NAILS. LOCATIONS. EXTEND 13ACK 8' FROM GABLE. FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON ATTACH TO GABLE AND TRUSS VERTICALS W/ EDGES, 12" O.C. IN FIELD. 13 11-011 C6 4 L6 3/411 WHERE DOORSMINDOWS EXIST, (3) 16d. WHERE TRUSS VERTICALS DON'T 9 9 9 rl- N W END WITH (4) 10d TOE -NAILS. (3)16d COMMONS AT EACH INTERSECTION OF W 2x4 N0.2 SYP PT BOTTOM PLATE. FASTEN z USE 2X4 BUCK. FASTEN EACH EXIST, APPLY 2X4 No.2 SYP VERTICALS WITH 2x4 SPF STUDS AT 16" O.C. PROPOSED VERTICAL AND EXISTING TRUSS. TO BEAM BELOW WITH 16d NAILS AT 6" O.C. T PLACE SPH BEFORE NAILING! > 2X4 PT NO.2 SYP BOTTOM PLATE. (i W z N o FASTEN TO EXISTING SLAB WITH L -BRACE AS SPECIFIED BY TRUSS 3/4" PLYWOOD FLOOR DECKING FASTENED 1/4" TAPCONS AT 6" O.C. MANUFACTURER. TO TRUSSES WITH 8d NAILS AT 6" O.C. ON 2X RAFTERS. SEE SPAN EDGE, 12" O.C. IN FIELD. CHARTS. FASTEN TO iit FASTEN LATERAL BRACE TO GABLE BOTTOM CHORD WITH (2) SIMPSON H2.5 WITH (8) 8& RIDGE WITH (2) A35. --------- ------ FLOOR TRUSSES BY OTHERS. STRAP GABLE TRUSS TO STUD WALL WITH SECOND FLOOR TO BEAM: MSTA24 AT 32" (0 'H (10) 10d AT SIMPSON MSTA12 W11 48" O.C. O.C. WITH (26) 10d NAILS. SUPPORT BEAM AS SHOWN ON FRAMING PLANS. Z . ....... 2x4x8'SYP LATERAL BRACE AT 48". APPLY (2) > 11�.............. 16d THROUGH DIAGONAL BRACE INTO EACH z ch (3) 18" LVLS Z) co J"! CEILING JOIST. Z W co WALL FILL IN DETAIL TRUSS WALL SECTION ON LVL BEAM _j 1/2" 11-01, f3—/ W < LL O 1/2" @ 0- U) 3f 0 W 0 W W 0 z W L6 �e z (D _j 0 47 FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON W 0 S8 EDGES, 12" O.C. IN FIELD. 2X4 OUTLOOKERS AT 24" O.C. FASTEN TO DORMER RAFTER WITH 12" 18ga OJ STRAP, (5) 10d NAILS IN OUTLOOKER, (4) 10d NAILS IN RAFTER. j (2) 2X6 DORMER RAFTER. RIPPED FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON FOR FIT AT RIDGE. FASTEN TO KNEE EDGES, 12" O.C. IN FIELD. WALL STUDS WITH MSTA12. rl 8 >< 2X4 CONTINUOUS KNEE WALL TOP . ..... S8 - — -------- ....................... 2X6 RAFTERS AT 24" O.C. FASTEN EACH END WITH LUS26. PLATE (NO SPLICE) FASTEN 7/16" OSB W/ 8d @ 6" O. ON C14 EDGES, 12" O.C. IN FIELD. KNEE WALL STUDS WITH MSTA12. 100 a) (2) 2X6 DORMER RAFTER. RIPPED FOR 2X4 OUTLOOKERS AT 24" O.C. FASTEN 3 c7 0 0. cc C7 a c7 o FIT AT RIDGE. FASTEN TO KNEE WALL FASTEN 7/16" OSB W/ 8d @ 6" O.C. ON 0 STUDS WITH MSTA12. TO DORMER RAFTER WITH 12" 1 3ga EDGES, 12" O.C. IN FIELD, STRAP, (5) 10d NAILS IN OUTLOCKER, (4) 10d NAILS IN RAFTER. (2) 2X6 RAFTERS AT TOP OF WALL 2X4 BOTTOM PLATE. FASTEN TO GIRDER TOP CHORD WITH SDS25412 AT 12" O.C. STAGGERED. 4 NO. 2 SYP T (2) 2y OP PLATE (2) 2X6 DORMER RAFTER. RIPPED A FASTENED WITH (2) ROWS 10d AT 16" U) FOR FIT. FASTEN TO GIRDER wr rH MSTA12 O.C. STAGGERED. MINIMUM 24" LAP I (2) 2X6 DORMER RAFTER. RIPPED v v v EDGES, 12" O.C. IN FIELD. MSTA12 V ","' A WITF (12) 10d IN LAP. FASTEN 7/16" OSB..W/ 8d @ 6" O. ON FOR FIT. FASTEN TO GIRDER WITH u < 2x4 SPF STUDS AT 16" O.C. FASTEN EACH END OF STUDS WITH H3, ALL ATTIC GIRDER TRUSS HOLES FILLED WITH 10d NAILS. ADJACENT GARAGE TRUSS ATTIC GIRDER TRUSS 2x4 NO. 2 SYP PT BOTTOM PLATE. FASTEN TO BLOCKING WITH H3, ALL ADJACENT GARAGE TRUSS HOLES FILLED WITH 10d NAILS. 0 v - — --------- - — - - - -------- DORMER SECTION $DORMER SECTION 17 ........... .......... - ­ - - - - - ­--­­­--­­-­­-­ ............ .......................... .......... ­-­ - - - ­­ .......... 1-1/2" LL SECOND LEVEL WALL PLAN 00 N LO C M CID CN W< Co cc 'UD 0 0 LL LL f0 0 LO 04 N 2x6 SPF STUDS AT 16" O.C. (D S, -0 U_ C (n.d M L) 2X6 No.2 SYP BOTTOM PLATE X M a) a) 2X4 LATERAL AND DIAGONAL FASTENED TO 2X4 No.2 SYP BAND 7/16" OSB ROOF DECK FASTENED TO TRUSS BRACING AT 24" O.C.. BOARD WITH 10d NAILS AT 3" O.C. FASTEN EACH END WITH (3) C" ON EDGE, 12" O.C. IN FIELD. C FRAMING WITH 8d RING SHANKS AT 6" 1 Od TOE -NAI LS. R U) OW Ct4 C14 O.C. ON EDGE AND 12" O.C. IN FIELD. 3/4" PLYWOOD FLOOR DECKING FASTENED TO TRUSSES WITH 8d @ NAILS AT 6" O.C. ON EDGE, 12" O.C. IN FIELD. .9 RAFTER TO WALL WITH H3. (3) 1.75' X1 4" 2.OE G -P LAM LVL WITH FLOOR TRUSS SYSTEM BY 2X10 FLOOR JOISTS 1/2"X12" FLITCH PLATE. FASTEN PLIES (2) 2X4 NO. 2 SYP TOP PLATE TOGET ­IER WITH 5/8" THROUGH FASTENED WITH (2) ROWS 10d AT 16" OTHERS. BOLTS, kT 12" STAGGERED. O.C. STAGGERED. MINIMUM 24" LAP (2) 2x6 NO. 2 SYP TOP PLATE WITH (12) 10d IN LAP. SEE WALL SECTION FOR FASTENED WITH (2) ROWS 10d AT DETAILS. 16" O.C. STAGGERED. MINIMUM 24" ce) LAP WITH (12) 10d IN LAP. GEOFFREY W. GARTNER, P.E. 59328 02-05-15 ROOF SECTION AT DORMER TRUSS BRACING AT WALL GARAGE SECTION- 'ECTION Sheet No. 3/4" 11-01, PiT 0 xi� 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.