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HomeMy WebLinkAbout026-839-07-5211-LUP-2025-245PYLE RESIDENCE DETACHED ACCESSORY STRUCTURE (OFFICE) - 14'x 24'(336 SF) DETACHED GARAGE - 14'x 24'(336 SF) 14370 THOROUGHFARE LANE STONE LAKE, WISCONSIN 54876 APN: 0268-390-75-211 Modern Shed RENDERINGS SHOWN FOR REFERENCE ONLY IT iviodern Shed modern Shed SPECIFICATIONS / NOTE GONGRETE 1. ALL GONGRETE FOR FOUNDATIONS AND SLABS SHALL HAVE A GOMPRE5SI VE X STRENGTH OF 2,500 P.5.1. IN 25 DAYS. GONGRETE SHALL BE MACHINE MIXED AND OF THE FOLLOWING PORPORTIONS, ONE PART CEMENT, 2-1/2 PARTS SAND AND 3-1/2 PARTS OF 5/4" ROGK. TOTAL WATER SHALL NOT EXGEED 7 GALLONS PER SACK ON CEMENT. STANDARD PUMP MIX 15 ALSO AGGEPTABLE. .Sk` 2. ALL EXTERIOR AND INTERIOR LOAD BEARING FOOTINGS SHALL EXTEND BELOW NATURAL GRADE. 3. GEMENT SHALL BE TYPE I OR TYPE 2 PORTLAND AS PER ASTM G-150. 4. ALL REINFORGING BARS SHALL BE INTERMEDIATE GRADE 40 DEFORMED BARS TO COMPLY WITH ASTM A-615. REINFORGING BARS SHALL BE SECURELY HIRED IN PLAGE PRIOR TO POURING GONGRETE. 5. ALL ANCHOR BOLTS IN GONGRETE SHALL BE 10" LONG BY 5/8" DIA. MIN., EMBEDDED 7" INTO GONGRETE. THERE SHALL BE ONE BOLT WITHIN H" OF EACH END OF SILL, UNLE55 NOTED OTHERWISE. 6. GONGRETE SLAB SHALL BE 4" THIGK MIN. OVER "VISGUEEN" OR EQUAL, VAPOR BARRIER, WITH SAND UNLESS NOTED OTHERWISE. MISCELLANEOUS STEEL I. MATERIALS - METALS - AND AGGESSORIES SHALL CONFORM TO APPLICABLE REQUIREMENTS OF ASTM AND AISG STANDARDS AND TO THE FOLLOWING GRADES AND GUALITIES. A. 5TRUGTURAL SHAPES, ASTM A-56 B. WROUGHT IRON, ASTM A-233 G. ORDINARY BOLTS, ASTM A-507 D. GALVANIZING, ASTM A-123 HOT DIPPED E. WELDING, SHALL BE BY CERTIFIED OPERATORS TO AGGEPTABLE STANDARDS F. PAINTING - APPLY ONE GOAT OF PRIMER IN AGGORDANGE WITH THE MANUFACTURERS PUBLISHED RECOMMENDATIONS TO ALL EXPOSED STEEL. HOOD I. ALL WORK SHALL GONFORM TO THE GENERAL GONSTRUGTION REQUIREMENTS OF CHAPTER 23 AND CONVENTIONAL GONSTRUGTION PROVISIONS CHAPTER 23 OF THE CALIFORNIA BUILDING CODE. 2. GALVANIZED NAILS SHALL BE USED FOR ALL EXTERIOR HOOD. 3. ALL HOOD SILLS ON GONGRETE SHALL BE FOUNDATION GRADE REDHOOD OR PRESSURE TREATED DOUGLAS FIR. MAINTAIN A MINIMUM OF 8" BETWEEN SILL AND FINISHED GRADE. 4. ALL BOLTS AND NUTS BEARING ON HOOD SHALL HAVE HASHERS. 5. ROUGH HOOD FRAMING TO BE D.F. # 2 OR BETTER FOR ALL VERTICAL LUMBER AND # I OR BETTER FOR ALL HORIZONTAL LUMBER. 6. SPLIGES IN TOP PLATE TO BE STAGGERED. MISCELLANEOUS I. ROOFING AND SHEET METAL - ROOFING AS NOTED ON PLANS SHALL BE INSTALLED AG60RDINO TO MANUFACTURERS DIREGTION5. 2. IMPAGT GLASS (AT DOORS, TUBS, ETG.) AND ALL GLASS WITHIN 15" OF FINISHED FLOOR SHALL BE FULLY TEMPERED. 3. HEATING AND GOOLING EQUIPMENT SHALL CONFORM TO TITLE 24 STANDARDS. 4. INSPECTION OF NAILING REQUIRED FOR ALL DRYWALL AND ALL LATHE WHEN IN PLAGE. CORNER BEADS TO BE NAILED. 5. ALL NEW GLAZING SHALL COMPLY WITH STANDARDS OF THE U.S. GONSUMER PRODUCT SAFETY GOMMIS510N. GONTRAGTOR TO SUPPLY GERTIFIGATE OF GOMPLIANGE TO OWNER. 6. ALL NEW WORK SHALL COMPLY WITH THE MINIMUM STANDARDS OF THE LATEST EDITION OF THE CALIFORNIA BUILDING CODE. 7. WHEN PROJEGT INVOLVES REMODELING, ALIGN NEW ROUGH FRAMING TO EXISTING. 8. PROVIDE I LAYER OF 15# FELT UNDER ALL EXT. HALL GOVERINGS. (60 MIN VAPOR BARRIER) G. EXTERIOR DOORS, HINDOHS AND THEIR HARDWARE SHALL CONFORM TO THE 5EGURITY PROVISIONS OF THE GALIFORNIA BUILDING CODE. 10. INSPECTION GOMPLIANGE CARD SHALL BE POSTED IN A GON5PI000US LOCATION ON BUILDING SITE. 1 I. F.A.U. COMPARTMENT DIMENSIONS WHERE PROVIDED, SHALL HAVE 3" GLEARANGE ON ALL SIDES AND 3" AT BACK. PROVIDE 6" MIN. CLEAR AT FRONT. 12. GLAZING AND INSULATION SHALL CONFORM TO TITLE 24 ENERGY STANDARDS. 13. PROVIDE A GALVANIZED WEEP SCREED AT MUD SILLS AT ALL EXTERIOR 5T0000 HALLS. UNLESS NOTED OTHERWISE. 14. SOIL GOMPAGTION REPORT SHALL BE PROVIDED TO BUILDING DEPARTMENT FOR ALL FILLS OVER 12" DEEP. 15. PROVIDE SMOKE DETECTOR5 AS INDIGATED ON PLANS, THEY SHALL BE LOCATED WITHIN 12" OF GEILING. SMOKE AND "GO" DETECTORS SHALL COMPLY WITH 2O22 GRG R314. 16. THE CONTRACTOR SHALL REVIEW THE PLANS, INGLUDING DIMENSIONS AND EXISTING SITE CONDITIONS. HE SHALL NOTIFY THE ARGHITEGT OF ANY 0I5GREPANGY IN WRITING PRIOR TO SUBMITTING BID. 17. THE PROJECT ARGHITEGT OR ENGINEER WILL NOT BE RESPONSIBLE FOR ANY ACTION TAKEN BY ANYONE ON THE PROJEGT IF THAT PERSON HAS KNOWLEDGE OF ANY DISGREPANGY, OMMISSION OR AMBIGUITY IN THE GALGULATIONS, DRAWINGS OR 5PEGIFIGATIONS, UNTIL THE PROJECT ARGHITEGT OR ENGINEER HAS BEEN NOTIFIED, GORRECTED THE D15GREPANGY, MADE THE INCLUSION, OR MORE GLEARLY EXPLAINED THE INTENT OF THE GALGULATIONS, DRAWINGS OR 5PEG I F I GATT ONS. 18. THE GONTRAGT DRAWINGS AND SPEGIFIGATIONS REPRESENT THE FINISHED STRUCTURE. UNLESS OTHERWISE SHOWN, THEY DO NOT INDICATE THE METHOD OF GONSTRUGTION. THE GONTRAGTOR SHALL SUPERVISE AND DIRECT THE WORK AND HE SHALL BE SOLELY RESPONSIBLE FOR ALL GONSTRUGTION MEANS, METHODS, TEGHNIQUES, 5EOUENGE5 AND PROCEDURES. OBSERVATION VISITS TO THE SITE BY FIELD REPRESENTATIVES OF THE ARGHITEGT AND HIS ENGINEERS SHALL NOT INCLUDE INSPECTION OF THE PROTECTIVE MEASURE OR THE GONSTRUGTION PROCEDURES REQUIRED BY SAME, WHIGH ARE THE SOLE RESPONSIBILITY OF THE GONTRAGTOR. ANY SUPPORT SERVICES PERFORMED BY THE ARGHITEGT AND HIS ENGINEERS DURING GON5TRUGTION SHALL BE DISTINGUISHED FROM CONTINUOUS AND DETAILED INSPECTION 5ERVIGE5 WHIGH ARE PERFORMED BY OTHERS. THESE SUPPORT 5ERVIGE5 PERFORMED BY THE ARGHITEGT AND HIS ENGINEERS WHETHER OF MATERIAL WORK, AND WHETHER PERFORMED PRIOR TO, DURING, OR AFTER GOMPLET10N OF GONSTRUGTION, ARE PERFORMED SOLELY FOR THE PURPOSE OF ASSISTING IN QUALITY CONTROL AND IN AGHIEVING GONFORMANGE WITH GONTRAGT DRAWINGS AND SPEGIFIGATIONS, BUT THEY DO NOT GUARANTEE GONTRAGTORS PERFORMANGE AND SHALL NOT BE CONSTRUED AS SUPERVISION OF GON5TRUGTI ON. SNEET INDEX SEO. NO SHEET 1 TS 2 SP 3 A1.0 4 A1.1 5 A2.0 6 A2.1 7 A3.0 8 E1.0 9 P1.0 10 S1.0 11 S2.0 12 SD1 13 SD2 14 SD3 DIl:�ECTO[:�Y OWNER STEVEN � JULIE PYLE 14370 THOROUGHFARE LANE STONE LAKE, HI 54786 TEL (612) 385-8721 DESIGNER MIKEL BERKEBILE 2558I NICKS AVE LOMA LINDA, GA c12354 TEL (clOci) 725-2266 DESCRIPTION TITLE SHEET SITE PLAN FLOOR PLAN - STRUCTURE "A" (OFFICE) FLOOR PLAN - STRUCTURE "B" (GARAGE) EXTERIOR ELEVATIONS (OFFICE) EXTERIOR ELEVATIONS (GARAGE) ELEVATIONS ELECTRICAL PLAN PLUMBING PLAN FOUNDATION PLAN ROOF FRAMING PLAN SECTIONS DETAILS DETAILS SEPTIC CONTRACTOR MARK THOMPSON NORTHERN ROOTS SEPTIC SOLUTIONS 1200(oN US HHY 63 HAYHARD, Al 54843 TEL (715) 6qq-4081 BUILDING INFO: BUILDING DEPARTMENT SAWYER COUNTY ZONING ff GONSERVATION DEPT 10610 MAIN ST. SU I TE 4q HAYHARD, HI 54,543 TEL (715) 634-8288 GORES: BUILDING CODE - 2015 INTERNATIONAL BUILDING CODE MECHANICAL CODE - 2015 INTERNATIONAL MECHANICAL CODE PLUMBING CODE - 2018 HI5GON51N UNIFORM PLUMBING CODE FIRE CODE - 2015 INTERNATIONAL FIRE CODE ENERGY CODE - 2015 INTERNATIONAL ENERGY CONSERVATION CODE TYPE OF CONSTRUCTION: V-B OGGUPANGY TYPE: R-3 RESIDENCE TYPE: SFR, SINGLE -STORY (EXISTING) ZONING: RRI LEGAL DESCRIPTION: PRT GOVT LOT2 LOTI - GSM26/76 #6855 APN: 0268-3q0-75-211 COVERAGE: LOT SIZE: 1.44 ACRES (62,7726 SF) EXISTING HOUSE: c124 SF EXIST FRONT STEPS 28 SF EXIST CONCRETE SLAB Icf2 SF NEW OFFICE (STRUGT. A): 336 SF NEW OARAOE (STRUGT. B): 336 SF NEW GONGRETE BREEZEWAY 104 SF NEW GONGRETE SLAB 104 SF 12,024 SF TOTAL LOT COVERAGE: ago BUILDING / cl7% LANDSCAPE P�,)OJECT INFO. SCOPE OF WORK: • GONSTRUGTION OF A NEW 14'x24' DETACHED AGGESSORY STRUGTURE TO SERVE AS HOME OFFICE AND A NEW 14'x24' DETACHED GARAGE WITH A COMMON BREEZEWAY. • CONNECT TO EXISTING ELEGTRIGAL 5ERVIGE. • GONNEGT TO EXISTING HATER SERVICE. • CONNECT TO EXISTING SEPTIC, SYSTEM. • REFERENGE SANITARY (5EPTIG) PERMIT # 25-155 CORNERSTONE ARcF,lTEcTuRAL URA FT:t G S F 101V 25581 NICKS AVENUE - LoMA LINDA, CA 92354 TEL: (909) 725-2266 Efl Modern Shed PROJECT: 2025-22 F-- W W W W _ I- Lu UCD z W � W W .J •o n 00 W -7 CD LO LLI cz Y a W J �W � Z 0O V) (!) W Z �J Wa a= Wo 2 Ixa Q= w~ 0o r� CM REVISIONS # COMMENTS DATE 0 - - THE DRAWINGS AND SPECIFICATIONS AS PRESENTED ARE THE PROPERTY OF THE ARCHITECT/DESIGNER AND MAY NOT BE USED ON ANY OTHER PROJECT IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT/DESIGNER. ISSUANCE LAND USE PERMIT 06.10.25 PLAN STATUS LAND USE PERMIT 06.10.25 ARCHITECTS SEAL DESIGNER 05.26.25 MIKEL BERKEBILE DATE SHEET T S PERMIT #: - I B - n I r DOOR SCHEDULE SIZE (H x H) OTY. LOCATION TYPE SCREEN COMMENTS A 6'-0" x 6'-8" I FRONT ENTRY FIBERGLASS, DBL-FRENCH NO FULL-LITE DUAL -PANE, Low-E3 GLASS (TEMP) B 3'-0" x 6-8" I REAR EXIT FIBERGLASS, SWING NO - C 2-6" x 6'-b" I RESTROOM WOOD, 5IN6LE-PANEL NO - i i i I I WINDOW SCHEDULE Ed SIZE (H x H) OTY. LOCATION TYPE COMMENTS 1 30" x 72" 3 OFFIGE PLY -GEM PRO SERIES, BLACK, GA5EMENT DUAL -PANE, Low-E3 OLA55 (TEMPERED) 2 45" x 20" 1 OFFIGE PLY -OEM PRO SERIES, BLAGK, ANNIN6 DUAL -PANE, Low-E3 SLA55 (ANNEALED) 3 52-1/4" x Ib" 5 FR TRANSOM PLY-6EM PRO SERIES, BLACK, FIXED DUAL -PANE, Low-E3 GLASS (ANNEALED) 4 GUSTOM (7.0 SF) 2 SD TRANSOM PLY -GEM PRO SERIES, FIXED DUAL -PANE, Low-E3 GLASS (ANNEALED) D 1 2.0 2 �6" 24'-0" 6" 5'-0" 2'-61 I'-6" L_ 6'-O" I I'-6" 1 2 -6 - 5'-011 FIRE ALARM SYSTEM NOTES: I. SMOKE ALARMS SHALL COMPLY HITH SPEC FIG LOCATION REQUIREMENTS PER NFPA -72 SEGTION 21.8.3.4. [GRG R315.31 2. SMOKE ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF ONE ALARM HILL ACTIVATE ALL ALARMS IN THE INDIVIDUAL DHELLINO UNIT. [GRG R314.41 3. SMOKE DETECTORS SHALL BE "HARD HIRED AND SHALL BE EQUIPPED WITH BATTERY BACKUP [GRG R314.61 4. CARBON MONOXIDE ALARMS SHALL BE "HARD HIRED" AND SHALL BE EQUIPPED HITH BATTERY BACKUP. [GRG R315.51 5. CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2034 [GRG R315.1.11. "GO" DETECTORS SHALL BE LINED IN AGGORDANGE WITH UL 20-75 [GRG R315.1.11 6. CARBON MONOXIDE ALARMS SHALL BE INTENGONNEGTED SUCH THAT THE ACTIVATION OF ONE ALARM HILL ACTIVATE ,ALL ALARMS IN THE INDIVIDUAL DHELLING UNIT. [GRG R315.11 0 WALL SCHEDULE: Ewl U 21 FLOOD PLAN - ST�UCT. "A" (OFFICE) SCALE: 1/2" = 1'-0" OC TO VERIFY DIMENSIONS NEW HALLS - PRE-FAB PANELS, 2"xb" HOOD (DF#2 OR BETTER) @ 16" O.G. INTERIOR - 1/2" DRYWALL (TAPED, SANDED $ TEXTURED) NEW INTERIOR HALL - 2"x4" HOOD (OF#2 OR BETTER) @ 16" O.G. w/ 1/2" DRYWALL (TAPED, SANDED � TEXTURED) BOTH SIDES. NEW PLUMBING HALL - 2"xb" HOOD (DF#2 OR BETTER) @ 16" O.G. w/ 1/2" DRYWALL (TAPED, SANDED $ TEXTURED) BOTH SIDES. X X 0 x ELEVATION REFERENGE SYMBOL X SD NEW SMOKE DETECTOR (PHOTOELECTRIC TYPE) CA NEW CARBON MONOXIDE ALARM NOTES: I. ALL EXTERIOR HALLS TO BE PRE-FAB PANELS PER MFG. SPECS. 2. ALL INTERIOR HALLS TO BE 1/2" DRYWALL, TAPED/SANDED � TEXTURED BY O.G. 3. ALL SMOKE � GO DETECTORS SHALL COMPLY HITH 2O22 GRG R315. 4. AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE PROVIDED WITH THE FOLLOH1NO REINFORCEMENT FOR GRAB BARS: a. REINFORCEMENT SHALL BE SOLID LUMBER. b. REINFORCEMENT SHALL BE NOT LESS THAN 2x8 NOMINAL LUMBER. c. REINFORCEMENT SHALL BE LOCATED BETWEEN 32 INCHES AND 3q-1/4 INCHES ABOVE FINISHED FLOOR FLUSH WITH HALL FRAMING. d. HATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE HALL5 OF THE FIXTURE, OR ONE SIDE AND THE BACK HALL SHOHER REINFORCEMENT SHALL BE CONTINUOUS WHERE HALL FRAMING IS PROVIDED. e. BATHTUB AND GOMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE BATHTUB AND THE BACK HALL. ADDITIONALLY, BACK HALL REINFORCEMENT FOR A LOWER ORAB BAR SHALL BE PROVIDED WITHIN THE BOTTOM EDGE LOCATED NOT MORE THAN 6 INCHES ABOVE THE BATHTUB RIM. CORNERSTONE ARCHffEC TURAL DRAFTING & DESIGN 25581 NICKS AVENUE - LOMA LINDA, CA 92354 TEL (909) 725-2266 1 fl Modern Shed PROJECT: 2025-22 w U U- L p = Q W LL U nLL/ VJ Z J O W V Z W Q t n ..�1 Lu W � 00 W 0� a� �Y --I W a Lu Z N �' (n W 0 J O (/) W Lu U LL w0 a= wF- LU M O J LL REVISIONS # COMMENTS DATE A - - THE DRAWINGS AND SPECIFICATIONS AS PRESENTED ARE THE PROPERTY OF THE ARCHITECT/DESIGNER AND MAY NOT BE USED ON ANY OTHER PROJECT IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT/DESIGNER. ISSUANCE LAND USE PERMIT 06.10.25 PLAN STATUS LAND USE PERMIT 06.10.25 ARCHITECTS SEAL DESIGNER y - _ 05.26.25 MIKEL BERKEBILE DATE SHEET Al ■ PERMIT #: - (E) HOOD 5TEP5 TO GRADE (E) 12'xlb' FRONT PORCH (E) HATER HELL (N) CONCRETE SLAB (N) GOVERED BREEZEHA'r (N) SUB -PANEL (IN 6ARA6E) (E) 200A ELEGTRIGAL PANEL (UNDERGROUND FEED FROM METER) (E) ELEGTRIGAL METER (E) SEPTIC, LOCATION THOROUGHFARE LANE ROAD EASEMENT (V-,�,Beacorf"'Sawyer County, WI 14370 Thoroughfare Pyle Residence grsi(res _., �x AREA OF IMPROVEMENT. DRO _ _ `• NOTE: THE SATELLITE IMAGE ass DOES NOT REFLEGT THE CURRENT EXISTING STRUGTURE. dim Did' ast t,2upZa2d�WSIM.4DT-i Dev6WW ENLA�,)GED SITE PLAN 5GALE: 1/8" = 1'-0" 6G TO VERIFY DIMENSIONS STEVEN � JULIE PYLE 14570 THOROUGHFARE LANE STONE LAKE, HI 54876 STEVEN PYLE TEL: (612) 305-8721 APN: 0268-3a0-75-211 SCOPE OF WORK: • GONSTRUGTION OF A NEW 14'x24' DETACHED AGGE550R1' 5TRUGTURE TO SERVE AS HOME OFFIGE AND A NEW 14'x24' DETAGHED OARAOE HITH A COMMON BREEZEWAY. • CONNECT TO EXI5TIN6 ELEGTRIGAL SERVIGE. • GONNEGT TO EXISTING HATER SERVIGE. • GONNEGT TO EXISTING SEPTIC SYSTEM. C Created by: null Parcels Parcel Numbers L_ Towns County Outlines Lakes and Rivers Local and Other Roads CITY STREET COUNTY HWY PRIVATE ACCESS M STATE HWY �^ TOWN ROAD US HWY BUILDING NOTES: TYPE OF GONSTRUGTION: V-B OGGUPANGY TYPE: R-3 RESIDENCE TYPE: 5FR, 51NOLE-5TORY (EXI5TIN6) ZONING: RRI LEGAL DE5GRIPTION: PRT 60VT LOT2 LOT[ - G5M26/-76 #6555 APN: 0268-5c O-75-21 I GOVERA6E: LOT SIZE: 1.44 AGRE5 (62,7726 5F) EXI5TIN6 HOUSE: c124 5F EX15T FRONT STEPS 28 SF EXIST GONGRETE SLAB Ic{2 5F NEW OFF I GE (STRUGT. A) : 536 SF NEW 6ARAOE (STRUGT. B): 336 SF NEW GONGRETE BREEZEWAY 104 SF NEW GONGRETE SLAB 104 5F 2,024 SF TOTAL LOT GOVERAOE: 3% BUILDING / ci7% LANOSGAPE CORNERSTONE ARCHITECTYRAL RA wE,516 25581 NICKS AVENUE - LOMA LINDA, CA 92354 TEL: (909) 725-2266 Modern Shed PROJECT: 2025-22 I w U Z w 0 Ln f%100 J No r- 0 W -.1 O Lr) Q �LI CD Y CZ Q W -I W Z U O O V) I V) w z �a O J W U LL Q = C7 o� wo U O H H w � o M PRESENTED ARE THE PROPERTY OF THE ARCHITECT/DESIGNER AND MAY NOT BE USED ON ANY OTHER PROJECT IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE n 0ru1Tcr`T/r1GCIr;NFR PLAN STATUS LAND USE PERMIT 06.10.25 ARCHITECTS SEAL DESIGNER - - 05.26.25 MIKEL BERKEBILE DATE SHEET a% PERMIT #: - A2.1 ELECTRICAL SUB -PANEL (UPPER TRAN DOOR SCHEDULE SIZE (H x H) OTT. LOCATION TYPE SCREEN COMMENTS D b'-O" x 7'-O" 1 GARAGE DR METAL, ROLL -UP NO - E 3'-0" x 6'-8" 1 SIDE DOOR FIBERGLASS, SWING NO - WINDOW SCHEDULE Y SIZE (H x H) OTY. LOCATION TYPE COMMENTS 5 30" x 36" 1 REAR HALL PLY-6EM PRO SERIES, BLACK, CASEMENT DUAL -PANE, Low-E3 GLASS (TEMPERED) 6 GU5TOM (10 SF) 2 SD TRAN50M PLY -GEM PRO SERIES, FIXED DUAL -PANE, Low-E3 OLA55 (ANNEALED) H 1 A2.1 �b" 24'-0" b" I • • �3.�nrrr.»E�� .rs-anrwl 2-0" 3'-0" i CONN. TO OFFICE 5D FIRE ALARM SYSTEM NOTES: I. SMOKE ALARMS SHALL COMPLY WITH SPECIFIC LOCATION REQUIREMENTS PER NFPA -72 SECTION 2q.8.3.4. 2. SMOKE ALARMS SHALL BE INTERCONNECTED SUCH THAT THE ACTIVATION OF O`.= ALARM HILL ACTIVATE ALL ALARMS IN THE INDIVIDUAL DHELLINO UNIT. 3. SMOKE DETECTORS SHALL BE "HARD HIRED" AND SHALL BE EQUIPPED WITH BATTERY BACKUP. 4. GARBON MONOXIDE ALARMS SHALL BE "HARD HIRED" AND SHALL BE EQUIPPED WITH BATTERY BACKUP. 5. CARBON MONOXIDE ALARMS SHALL BE LISTED IN ACCORDANCE WITH UL 2054. "GO" DETECTORS SHALL BE LISTED IN ACCORDANCE WITH UL 2075. 6. GARBON MONOXIDE ALARMS SHALL BE INTERCONNECTED 5UGH THAT THE ACTIVATION OF ONE ALARM HILL ACTIVATE ALL ALARMS IN THE INDIVIDUAL DHELLINO UNIT. E A2.1 FLOOf� PLAN - ST�LJCT. "B11 (G4f�AGE) SCALE: 1/2" = 1'-0" 5G TO VERIFY DIMENSIONS WALL SCIHEDULE: NEW WALLS - PRE-FAB PANELS, 2"xb" WOOD (DF#2 OR BETTER) @ 16" O.G X X SNTtt X ELEVATION REFERENCE SYMBOL X SD NEW SMOKE DETECTOR (PHOTOELEGTRIG TYPE) CA NEW GARBON MONOXIDE ALARM NOTES: I. ALL EXTERIOR WALLS TO BE PRE-FAB PANELS PER MFG. SPECS. 2. N/A 3. ALL SMOKE $ GO DETECTORS SHALL COMPLY WITH NFPA 72 REQUIREMENTS. 4. AT LEAST ONE BATHROOM ON THE ENTRY LEVEL SHALL BE PROVIDED HITH THE FOLLOHINO REINFORCEMENT FOR GRAB BARS: a. REINFORCEMENT SHALL BE SOLID LUMBER. b. REINFORCEMENT SHALL BE NOT LESS THAN 2xb NOMINAL LUMBER. c. REINFORCEMENT SHALL BE LOCATED BETWEEN 32 INCHES AND 3q-1/4 INCHES ABOVE FINISHED FLOOR FLUSH WITH HALL FRAMING. d. HATER CLOSET REINFORCEMENT SHALL BE INSTALLED ON BOTH SIDE HALLS OF THE FIXTURE, OR ONE SIDE AND THE BACK HALL SHOHER REINFORCEMENT SHALL BE CONTINUOUS WHERE HALL FRAMING IS PROVIDED. e. BATHTUB AND COMBINATION BATHTUB/SHOWER REINFORCEMENT SHALL BE CONTINUOUS ON EACH END OF THE BATHTUB AND THE BACK HALL. ADDITIONALLY, BACK HALL REINFORCEMENT FOR A LOWER GRAB BAR SHALL BE PROVIDED WITHIN THE BOTTOM EDGE LOCATED NOT MORE THAN 6 INCHES ABOVE THE BATHTUB RIM. CORNERSTONE ARcHITEcTum- DRAFTING & DESION 25581 NICKS AVENUE - LOMA LINOA, CA 92354 TEL: (909) 725-2266 EO Modern Shed PROJECT: 2025-22 ui CD Q00 !w V _ m _ Lu V n/ L.L �/) ' z Q J 0. W U W Q v ! W W J W LO �LO Q� (D LLI C-6 Y a W J W F- O V) N cn W z 0 J O N W W < U = Q W O 2 0 <_ W o M 0 e- 0 J LL REVISIONS # COMMENTS DATE 0 - - THE DRAWINGS AND SPECIFICATIONS AS PRESENTED ARE THE PROPERTY OF THE ARCHITECT/DESIGNER AND MAY NOT BE USED ON ANY OTHER PROJECT IN WHOLE OR IN PART WITHOUTTHE EXPRESS WRITTEN CONSENT OF THE ARCHITECT/DESIGNER. ISSUANCE LAND USE PERMIT 06.10.25 PLAN STATUS LAND USE PERMIT 06.10.25 ARCHITECTS SEAL DESIGNER "yw 05.26.25 MIKEL BERKEBILE DATE SHEET A 1 PERMIT #: - \ 0 ` 13 0 CONCRETE SLAB ON GRADE (BY OTHERS) 24'-0" 24'-0" ELEVATION "D" SCALE: 1 /4" = 1'-0" (BY OTHERS) ELEVATION "B" SCALE: 1 /4" = 1'-0" _Adk + 13'-11" T.O. WALL JAMES HARDIE 10" REVEAL, SMOOTH LAP SIDING c� c) _ + 0'-0" T.O. FLOOR METAL ROOFING AMES HARDIE 10" REVEAL, MOOTH LAP SIDING VALL SCONCE 3Y OTHERS) + 13'-11" _ T.O. WALL GARAGE ROOF LINE + 0'-0" rik_ T.O. FLOOR + 12'-2" rik T.O. WALL N i N T— + 0'-0" + 0'-0" T.O. FLOOR T.O. FLOOR 12 ---=======:z---� 1 r. _ + 12'-2" T.O. WALL �MES HARDIE 10" REVEAL, OOOTH LAP SIDING (BY OTHERS) 14'-0" E L E VAT I O N "C" SCALE: 1 /4" = 1'-0" 12 1.5 / / / / Fil CONCRETE SLAB ON GRADE (BY OTHERS) 14'-0" + 0'-0'- T.O. FLOOR _Alk + 13'-11" T.O. WALL GARAGE ROOF LINE JAMES HARDIE 10" REVEAL, SMOOTH LAP SIDING _ + 0'-0" T.O. FLOOR ELEVATION "A" SCALE: 1 /4" = 1'-0" CN i N v— cr) ORNERSTONE RCMECTURAL DRAF77NO & DESIGN 25581 NICKS AVENUE - LOMA LINDA, CA 92354 TEL! (909) 725-2266 Em I Modern Shed PROJECT: 2025-22 W U00 LL LL O u) Z O Q > Lu J W O Lu XM �p Lu� CDLO W a3: C, CD L CZ z LLI a Lu�Z L)O 0 L) �- 1- W W Z O J N w� wa Lu U= a= O 0 O L LI w O o� Lu REVISIONS # COMMENTS DATE - - THE DRAWINGS AND SPECIFICATIONS AS PRESENTED ARE THE PROPERTY OF THE ARCHITECT/DESIGNER AND MAY NOT BE USED ON ANY OTHER PROJECT IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT/DESIGNER. ISSUANCE LAND USE PERMIT 06.10.25 PLAN STATUS LAND USE PERMIT 06.10.25 ARCHITECTS SEAL DESIGNER 05.26.25 MIKEL BERKEBILE DATE SHEET A200 PERMIT #: - (BY OTHERS) NMI (BY OTHERS) 241-011 f\ACTAI DnnClnl(_ ELEVATION "H" SCALE: 1 /4" = 11-0" ELEVATION "F" SCALE: 1 /4" = 11-0" JAMES HARDIE 10" REVEAL, SMOOTH LAP SIDING OIL + 0'-0" T.O. FLOOR + 9._911 T.O. WALL JAMES HARDIE 10" REVEAL, SMOOTH LAP SIDING + O,_O., T.O. FLOOR + 9,_9" T.O. WALL + 0,-0„ T.O. FLOOR + $,-0„ T.O. WALL + 0'-0„ T.O. FLOOR rm 1 it l_(111 12 1.5 ................................... IT] JAMES HARDIE SMOOTH LAP SI i i ❑ CONCRETE SLAB ON GRADE (BY OTHERS) 141-011 10" REVEAL, DING ELEVATION "G" SCALE: 1 /4" = 11-0" Al ^11 1 A,-nll 811 OIL + 8.-0" T.O. WALL WALL SCONCE (BY OTHERS) + 9'_9" T.O. WALL + 0._0" T.O. FLOOR 0 JAMES HARDIE 10" REVEAL, -1 SMOOTH LAP SIDING 00 + O,_0" T.O. FLOOR BADE ELEVATION "E" SCALE: 1 /4" = 11-0" C'0R1vF T 1vc_ f "ad' T URAt ARCHITECTURAL I' n' ^G"�m 25581 NICKS AVENUE - L4MA LINDA, CA 92354 TEL: (909) 725-2266 Efl Modern Shed PROJECT: 2025-22 �W V Q Q C� �J) Z O r Q W J W O W X � Lu � 0 LO Lu Q V 0 LLI CZY a z^ LLI J Lu W F-o 0 =� t n (n Lu v , Z W �_j 0 � W Lu WL)U_ 0_ J a" Wo == CL la- F- W � o M � W REVISIONS # COMMENTS DATE 0 - - THE DRAWINGS AND SPECIFICATIONS AS PRESENTED ARE THE PROPERTY OF THE ARCHITECT/DESIGNER AND MAY NOT BE USED ON ANY OTHER PROJECT IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT/DESIGNER. ISSUANCE LAND USE PERMIT 06.10.25 PLAN STATUS LAND USE PERMIT 06.10.25 ARCHITECTS SEAL DESIGNER 05.26.25 MIKEL BERKEBILE DATE SHEET A2m 1 - PERMIT #: - I 00 M T- 14'-0" (OFFICE) 4'-0„ (BREEZEWAY) 14'-0" (GARAGE) ELEVATION "J" SCALE: 1 /4" = V-0" CORNERShONE PRAFTING & PESICN 25581 NICKS AVENUE - LOMA LINDA. CA 92354 TEL: (909) 725-2266 Fal Modern Shed PROJECT: 2025-22 Z O w W �o 00 W l-t C� LO w a� ULLI �Y a ZW J W Q 0 o- �f 1 (n W w 0J 0 Ln W w ULL U = a J om W O a. a = F- F- LU C3 o� M REVISIONS # COMMENTS DATE 0 - - THE DRAWINGS AND SPECIFICATIONS AS PRESENTED ARE THE PROPERTY OF THE ARCHITECT/DESIGNER AND MAY NOT BE USED ON ANY OTHER PROJECT IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT/DESIGNER. ISSUANCE LAND USE PERMIT 06.10.25 PLAN STATUS LAND USE PERMIT 06.10.25 ARCHITECTS SEAL DESIGNER 05.26.25 MIKEL BERKEBILE DATE SHEET A300 PERMIT #: - ELECTRICAL NOTES: I. RECEPTACLE OUTLETS SHALL BE INSTALLED 50 THAT NO POINT MEASURED HORIZONTALLY ALON5 THE FLOOR LINE IN ANY WALL SPACE 15 MORE THAN 5 FEET FROM A RECEPTACLE OUTLET. 2. PROVIDE "OFGI" PROTECTION TO ALL 120V, 15A & 20A RECEPTACLES INSTALLED OUTDOORS, IN BATHROOMS, IN BASEMENT, AT COUNTER -TOP SURFACES AND GARAGES. 5. ALL BRANCH CIRCUITS SERVING 15A $ 20A RECEPTACLES IN DWELLING AREAS, INCLUDING BEDROOMS $ CLOSETS, SHALL BE PROTECTED BY AN ARG-FAULT CIRCUIT INTERRUPT "AFGI11 DEVICE (CIRCUIT BREAKER). 4. ALL 120V RECEPTACLE OUTLETS SHALL BE LISTED A5 TAMPER -RESISTANT RECEPTACLES. 5. ALL NEW OUTLETS TO BE INSTALLED @ 14" AFF (UNLESS OTHERAI5E SPECIFIED). 6. ALL LIGHT FIXTURES TO BE SUPPLIED/INSTALLED BY G.G. (UNLESS OTHERWI5E SPECIFIED). 7, ALL EXTERIOR OUTLETS SHALL BE "OFGI" AND WEATHER PROOF. 5. EXTERIOR LIGHT FIXTURES TO HAVE MOTION SENSOR � PHOTO CONTROL FEATURES. q. ELECTRICAL RECEPTACLE OUTLETS, 5WITGHE5 AND CONTROLS (INGLUDINO CONTROLS FOR HEATING VENTILATION 4 AIR GONDITIONINO) INTENDED TO BE USED BY THE OCCUPANTS SHALL BE LOCATED NOT MORE THAN 48 INCHES MEASURED FROM THE TOP OF THE OUTLET BOX AND NOT LESS THAN 15 INCHES MEASURED FROM THE BOTTOM OF THE OUTLET BOX ABOVE THE FINISH FLOOR. 10. DOORBELL BUTTONS OR CONTROLS, WHEN INSTALLED, SHALL NOT EXCEED 48 INCHES ABOVE EXTERIOR FLOOR OR LANDING, MEASURED FROM THE TOP OF THE DOORBELL ASSEMBLY. LJ C 00 0 1 A I CON (110 OUTSII GONTRC TO BE OG TO VI NEW DUCTLESS HVAG SYSTEM NEW HVAG DIS( PROVIDE DEDIGA- HIGH WALL HV, PHOTO CONTROL (TYP, 2 PLGS) 24'-011 . .. -I -11 r l-nll 41-�)" l J-BOX @ -72" AFF FOR NEW EXTERIOR -IGHT FIXTURE w/ MOTION SENSOR $ PHOTO CONTROL (TYP, 2 PLGS) FIDE RECESSED OUTLET FOR TV. COORDINATE LOCATION WITH HOMEOWNER. G.G. TO INSTALL FLAT BLOGKINO WITHIN AREA WHERE TV MOUNTING BRACKET 15 TO BE INSTALLED. FIELD VERIFY FINAL LOCATION WITH HOMEOWNER. ELECTRICAL CLAN SCALE: 1/2" = 1'-0" GG TO VERIFY DlMEN51ONS CORNERSTONE ARCHITECTURAL 25581 NICKS AvENUE - LOMA LINOA, CA 92354 TEL: (909) 725-2266 EO Modern Shed PROJECT: 2025-22 �o 00 Lu -t 0 In w Q� z U �Q Q z Lu J J W Lu f~.) O U_ >-w z WIxJ O W U Liu a �LL W a w Lu O a. (-)0 Lu o o� CM r REVISIONS # COMMENTS DATE THE DRAWINGS AND SPECIFICATIONS AS PRESENTED ARE THE PROPERTY OF THE ARCHITECT/DESIGNER AND MAY NOT BE USED ON ANY OTHER PROJECT IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT/DESIGNER. ISSUANCE LAND USE PERMIT 06.10.25 PLAN STATUS LAND USE PERMIT 06.10.25 ARCHITECTS SEAL DESIGNER 05.26.25 MIKEL BERKEBILE DATE SHEET El 00 PERMIT #: - PLUMBING LEGEND SYMBOL ABBREV. DESCRIPTION SEHER/HASTE BELON GRADE V SANITARY VENT G.N. GOLD HATER H.H. HOT HATER — — — H.W.R. HOT HATER RETURN GAS G GAS CD G.D. GONDEN5ATE DRAIN F.G.O. FLOOR GLEAN OUT ---� W.G.O. HALL GLEAN OUT Y.G.O. YARD GLEAN OUT G.V. GATE VALVE V G.G. 67A5 GOGK eP.O.G. POINT OF GONNEGTION S.O.V. SHUT-OFF VALVE NEW TANKLE55 ELEGTRIG WATER HEATER w/ WEATHERPROOF ENCLOSURE 4"(P GONNEGT TO EXISTING SEPTIC SYSTEM — SLOPE 1/4" PER. FT. MIN 2" VTR WALL GLEAN -OUT PLUMBING PLAN SCALE: 1/2" = I'-O" GC TO VERIFY DIMENSIONS PLUMBING NOTES: I. NEW HASTE LINE TO BE GONNEGTED TO EXISTING SERER 5Y5TEM. 2. NEH SUPPLY LINES SHALL BE GOPPER OR PEX. 3. ALL PLUMBING FIXTURES TO BE SUPPLIED/INSTALLED BY G.G. 4. ALL EXP05ED PIPING TO BE INSULATED PER CODE REQUIREMENTS. CORNERSTONE ARCHITECTURAL RAfTmo & DEsiolv 25581 NICKS AVENUE - LOMA LINDA. CA 92354 TEL: (909) 725-2266 Efl Modern Shed PROJECT: 2025-22 �o n 00 W :T W a� z u W Y cz a Q W J J �W 0- W UO J 0 �� Q F U t n (n W v/ Z W 0 J N W W a U W 0u_ W a CD J o=) W �- _ = Q,. a = F_ I— W o O � M REVISIONS # COMMENTS DATE THE DRAWINGS AND SPECIFICATIONS AS PRESENTED ARE THE PROPERTY OF THE ARCHITECT/DESIGNER AND MAY NOT BE USED ON ANY OTHER PROJECT IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT/DESIGNER. ISSUANCE LAND USE PERMIT 06.10.25 PLAN STATUS LAND USE PERMIT 06.10.25 ARCHITECTS SEAL DESIGNER 05.26.25 MIKEL BERKEBILE DATE SHEET 0 ■ PERMIT #: - SIMPSON HARDWARE SCHEDULE TYPE MIN. STUD/ P05T SIZED GAPAGITY NOTE STHD14 4 X 4 2,861 # HOLDOWN STRAP w/ (30) 16d SINKERS AS SHOWN i i I ::I 0 C rm, 0 NOTES: I. ALL EXTERIOR HARDHARE (GONNEGTOR5, LAG SGREHS, BOLTS, HASHERS, ETG) SHALL BE HOT -DIPPED GALVANIZED, 5TAINLE55 STEEL -or- APPROVED EQUAL. 2. GONGRETE: • ALL GONGRETE FOR FOUNDATIONS AND SLABS SHALL HAVE A GOMPRE551VE STRENGTH OF 2,500 P.S.I. IN 28 DAYS. GONGRETE SHALL BE MACHINE MIXED AND OF THE FOLLOWING PROPORTIONS, ONE PART GEMENT, 2-1/2 PARTS SAND AND 3-1/2 PARTS OF 3/4" ROGK. TOTAL HATER SHALL NOT EXGEED 7 6ALLON5 PER SAGK ON GEMENT. STANDARD PUMP MIX IS AL50 AGGEPTABLE. H/G RATIO 15 0.60 MAX. GONGRETE SHALL HAVE A MAXIMUM SLUMP OF 5". • GEMENT SHALL BE TYPE I OR TYPE 2 PORTLAND AS PER A5TM G-I50. • ALL REINFORGIN6 BARS SHALL BE INTERMEDIATE GRADE 40 DEFORMED BARS TO COMPLY WITH A5TM A-615. REINFORGIN6 BARS SHALL BE 5EGURELY HIRED IN PLAGE PRIOR TO POURING GONGRETE. 3. "ZIP SYSTEM" 5HEATHIN6 (7/16") w/ 8d @ 6/6/12 TO BE INSTALLED ON ALL EXTERIOR HALL PANELS. m el 24'-0" lee ------------------— — — — — — — — — — — — — — — — — — — — — ------------------� ydi A STRUCTURE "B" - GARAGE 336 SF 5 2 3 SD2 SD2 SD2 - I •',' •',' •',' .' ,' ,' .' ,' ,' ,' ,' ,' ,' .' ." .' .' .' .' .' .'•• .' .' .' .' .' ." ."•• .' .' --- U Pf) _ 5 NEW 4" THK CONCRETE SLAB w/ #4 REBAR5 @ 16" O.G. EAGH HAY OVER 10 MIL VAPOR BARRIER I \1�6/3r - I m NEH 4" THK GONGRETE SLAB w/ #4 REBAR5 @ 16' O.G. EAGH HAY OVER IO MIL VAPOR BARRIER 4 BREEZEWAY 4 1'-0" . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . —1 O — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I it ••••..••• F- s r� J F i r ..'STRUCTURE "All OFFICE '. __J' 'I 336 SF Q m NEH 4" THK GONGRETE SLAB w/ #4 REBAR5 @ 16" O.G. EAGH HAY TYP 2 I OVER IO MIL VAPOR BARRIER ISD2 .' .' .' .' .' .' .' .' .' .' .. ,. ,. ...• ,..• .. ,.•• .. ,.•• .. .. ,. ..,. ,.•. •.•, •.•. ,.•. •.•. •. •. - L— — — — — — — — — — — F_ NEW 4" THK GONGRETE PORCH. - SLOPE SHALL NOT EXGEED 2%. LANDING SHALL NOT BE MORE THAN 7-5/4" BELOH TOP OF DOOR THRESHOLD. I- — — — F — — — — — 7 — — — I �I � 3" FOUNDATION PLAN 5GALE: 1/2" = 1'-0" 6G TO VERIFY D I MEN51 ON5 CORNERSTOMF ARcH TE / uRA6. RA imm + F-slotv 25581 NICKS AVENUE - LOMA LINDA, CA 92354 TEL: (909) 725-2266 I]] Modern Shed PROJECT: 2025-22 z J z O F— Q z L �o co w4 C� Lrn W a� v C.Dw cz z wJ UJ w H O 0_ "~ �I to w Z W0 _I O �/ Ln w w � ULL Q w O w M M r- REVISIONS # COMMENTS DATE THE DRAWINGS AND SPECIFICATIONS AS PRESENTED ARE THE PROPERTY OF THE ARCHITECT/DESIGNER AND MAY NOT BE USED ON ANY OTHER PROJECT IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT/DESIGNER. ISSUANCE LAND USE PERMIT 06.10.25 PLAN STATUS LAND USE PERMIT 06.10.25 ARCHITECTS SEAL DESIGNER 05.26.25 MIKEL BERKEBILE DATE SHEET simo PERMIT #: - ROOF COMPOSITION (1.5 / 12 PITCH) • LOW-PITGH GEILIN6 (UN -VENTED) • NU -RAY METAL ROOFING, 5TANDIN6 SEAM, I" RIB HEIGHT, I6" WIDTH H/ GONGEALED FA5TENER5 • UNDERLAYMENT - "6RAGE" WATER 6 ICE SHIELD • FLA5HIN6 MUST BE IN AGGORDANGE WITH IBG 5EGTION 1503.2 OR IRG 5EGTION Ra03.2, AS APPL I GABLE. HEADER SCHEDULE HEADER 51ZE TYPE LOCATION / ORIENTATION NUMBER O6" x 6" DF #2 DBL FRENCH DOORS 2O 4" x 6" FLAT DF #2 WINDOW O4" x 6" FLAT DF #2 WINDOW O4 4" x 6" DF #2 DOOR O6" x 6" (CONT.) DF #2 ABOVE OFFICE TRANSOM WINDOWS (LINE B) O4" x 6" DF #2 RESTROOM DOOR O4" x 10" DF #2 GARAGE DOOR O4" x 6" DF #2 DOOR O4" x 6" DF #2 WINDOW 10 4" x 6" (CONT.) DF #2 GARAGE FRONT WALL (LINE C) SIMPSON HARDWARE SCHEDULE TYPE MIN. STUD/ P05T 51ZED GAPAGITY NOTE STHD14 4 X 4 2,861 # HOLDOWN STRAP w/ (30) 16d SINKERS AS SHOWN /a 0 E NOTES: I. ALL EXTERIOR HARDNARE (GONNEGTOR5, LA6 5GREH5, BOLTS, HA5HER5, ETG.) SHALL BE HOT -DIPPED GALVANIZED, STAINLESS STEEL -or- APPROVED EQUAL. 2. UNLESS OTHERNI5E 5PEGIFIED, ALL HOOD MEMBERS (STUDS, BEAMS, RAFTERS, ETG.) TO BE OF #2 OR BETTER. 3. "ZIP SYSTEM" 5HEATHIN6 (7/I6") H/ Sd @ b/b/12 TO BE INSTALLED ON ALL EXTERIOR HALL PANELS. (— — — ) � Lu O a 24'-0" (PRE-FAB ROOF PANELS, 2x10 RAFTERS) T"(P, BOTH 5TRUCTURE5 20 TYP. 2 5/4 FASGIA (TYP) �2„ I I SD3 2 co-- -_ _ — — — I I I I I I I I I I I I I i I I I I I III P I I I I 5D2 III I I I I I I I I I I I I I I II I II II I II I II I II I I1 I I GARAGE I 336 SF I1� o 0 0 0 t o 0 0 0 0 0 0 0 00 0 0 0 0 0 11 x NI NI NI NI NI NI NI x NI NI NI NI NI NI NI NI NI N II I I -1 L- - - II II II I I II � II 0 -- -- - - - -�I GONT. ABOVE N50M r 10 - —r_7, - I I I BREEZEWAY I I I v B-B 1 SDI �O FULL HT. i bxb POST r— 2x6 GJ 2xb GJ I I 1 I I — O IIIIIIII I . — — — — — — II I III j I I I II I I II I I I 2x6 GJ + I L 2X6 GJ III I I I I I II I I I I i I I I I I I 2x6 GJ I I I HOME OFFICE II I 2x6 GJ 6 1 I I 336 SF III 4----4__-T� !L tu_ O O O O O O O O O O O "I "I XI "I "I "I N I N I XI N x N N x �`! P I I I I I I I I I 15D2 I I I I I — -- i A -A 501 9 2 25 5/4 FASGIA (TYP) 5/4 FASGIA (TYP) FULL HT. bxb P05T 200E FRAMING PLAN SCALE: 1/2" = 1'-0" 66 TO VERIFY DIMENSIONS CORNER A ARCWTECTURAL- PRAFTING & 1A' 25581 NICKS AVENUE - LDMA LINDA, CA 92354 TEL: (909)725-2266 Modern Shed PROJECT: 2025-22 1%0 r- LLJ � c� Ln z w a� U 0w z CZY a �w w Z (D Q �o U L. Z _ ) I LLJ �Z Q w � J o LL w = LL W L) O .J a= O wo d. a = w ~ o � M REVISIONS # I COMMENTS DATE ISSUANCE LAND USE PERMIT 06.10.25 PLAN STATUS LAND USE PERMIT 1 06.10.25 1 ARCHITECTS SEAL DESIGNER 05.26.25 MIKEL BERKEBILE DATE SHEET S200 PERMIT #: - \�J� J\ LL/ ' rig 64" I I 24'-0" STRUCTURE "A" (OFFICE) - UPPER TRANSOM V V 14'-0" (STRUCTURE "A" - OFFIGE) 4'-0" 1 BREEZEWAY I SIMPSON SONS TIMBER SGRENS (SDNS2212OODB) 121 © 15" O.G. INTO ROOF PANEL SOLID BLOGKINC (TYP) 5/4 FASGIA SIMPSON "BG6" POST GAP (TYP) GONT. DBL TOP PLATE SIMPSON "MSTA30" STRAP CORNERS $ AGRO55 EA. 5PL I GE 6x6 FULL HT. POST END HALLS SECTION B-B (PARTIAL) SCALE: 1/2" = 1'-0" 14'-0" (STRUCTURE "B" - 5ARACE) SECTION A -A SCALE: 1/2" = 1'-0" #f O51 (la. R FP ` t� y g 5FT1Vr -r ,- 25581 NICKS AVENUE - LOMA LINDA, CA 92354 TEL: (909) 725-2266 Efl Modern Shed PROJECT: 2025-22 �o 00 w .-r CD LO w a� w LZ Za W J P��/ VJ Z C..) W W V O in�~ - w ul "Lr) z W 0 -1 0 W 0'_ Lu Wvw Q= o� wo Q= F-�- wo o� M REVISIONS # COMMENTS DATE 0 - THE DRAWINGS AND SPECIFICATIONS AS PRESENTED ARE THE PROPERTY OF THE ARCHITECT/DESIGNER AND MAY NOT BE USED ON ANY OTHER PROJECT IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT/DESIGNER. ISSUANCE LAND USE PERMIT 06.10.25 PLAN STATUS LAND USE PERMIT 06.10.25 ARCHITECTS SEAL DESIGNER 05.26.25 MIKEL BERKEBILE DATE SHEET SD1 PERMIT #: - SIMPSON "5T6236" STEEL STRAP 2x4 FRAMING @ 16" O.G. w/ 20-16d NAILS @ EAGH END OR 4'-0" MIN. LAP BETWEEN �� SIDING EQUAL T+B SPLICE TYP. FOR HEADER (PER PLAN) THE BOLTED OR NAILED SPLICE SIMPSON TITEN HD SCREW ANCHOR 5/8"0 x 8"L @ 6" FROM PANEL ENDS WALL PANEL WALL PANEL (MIN 2 PER PANEL) 5-1/2" MIN. EMBED. DEPTH PLATE LINE MST 2-7 MIN. U.N.O. PLYWOOD SHEATHING w/ 3"x3"x1/4" STEEL PLATE WASHER, TYP. NAILS PER SCHEDULE WHENEVER THERE IS 6" 6" (ICC-ESR-2713) AN OVERLAP MAX. MAX. BETWEEN PLATES OF SIMPSON TITEN HD SCREW ANCHOR 2x4 SILL PLATE, PRESSURE TREATED / TYPICAL STUD WALL LESS THAN 4' 5/8"0 x 8"L @ 6" MAX. FROM PANEL ENDS / (MIN 2 PER PANEL) #4 REBAR @ 16" O.G. EACH WAY 2x SILL PLATE 5-1/2" MIN. EMBED. DEPTH (TREATED) w/ 3"x3"x1/4" STEEL PLATE WASHER, TYP. 5-1/2" CONCRETE SLAB 2-2x4 POST OR 4x POST (ICC-ESR-2713) TOP OF FOUNDATION (BEYOND) \Vl r F DETAIL TYPICAL WHERE BOTTOM OF HEADER IS AT TOP OF PLATE LINE TYPICAL 2x TOP PLATES - 6 MIN. 3" DIST TO IST NAIL TYP. (UNLE55 NOTED OTHERWISE) N - z ° a PLATE LINE a I ° ° _ a N 51MP50N "ST6236" STEEL STRAP Q SAND w/ 20-16d NAILS @ EAGH END OR EQUAL TYPICAL STUD WALL 2-2x4 POST MARK OR DESIGN NO OF FASTENERS MIN. TOP PLATE 5PAGIN5 SPAGING ON FRAMING PLANS EA. SIDE SPLICE THICKNESS OF NAILS OF BOLTS PARTITION WALLS 5-16d DOUBLE 2x 4" O.G. --- TYP. WALLS U.N.O. 8-Ibd DOUBLE 2x 4" O.G. --- A 12-Ibd DOUBLE 2x 4" O.G. --- B 16-16d DOUBLE 2x 4" O.G. --- NOTES: A. PLACE GL. OF SPLICE ON THE GL OF THE STUDS AT ALL TIMES. B. USE MULTIPLE ROW OF NAILS AND BOLTS WHERE REQUIRED, AND PROVE FOR A MIN. EDGE DISTANGE AND 5PAGIN5 BETWEEN ROWS OF 5/4", STAGGER NAILS BETWEEN ADJACENT ROWS. a < N = a \\ \\\ \\ Q • ° • \ \ \�\ 0 VAPOR BARRIER (10 MIL MIN.) a a v SAND 3 3 (2) #4 REBAR CONTINUOUS @ TOP $ BOTTOM FOUNDATION I'-O" (SEE FOUNDATION PLAN FOR SIZE/LOCATION) HEADER (SEE ROOF FRAMING PLAN FOR SIZE) DETAIL TYPICAL WNEPE TOP OF I -LEADER IS AT TOP OF PLATE LINE WALLS / TYPICAL TOP PLATES LAP SPLICE 5GALE: NT5 9 ANCN02 SCQEWS 5GALE: 1"=1'-O" 6 CONCQETE FOOTING (GARAGE) SGALE: NT5 3 HEADED/PLATE LINE @ BEAQING E SHEAR EXTERIOR INTERIOR (SEE PLAN) O DRYWALL H/2 SIDING �I PRE-FAB 2x4 WALL PANELS DOUBLE TOP PLATE 5EE DET. II (PER PLAN TYPICAL SHEAR WALL STRUGT I PLYWOOD i I 5EE DETAIL Ic/SDI PLYWOOD WHERE IT APPLIES EXTEND REBAR EXT. REBAR (8d 6, 6, 12) 2x SILL PLATE, — — I I PRESSURE TREATED IN SIMPSON "STHD14" HOLD-DOWN #4 REBAR @ 16" O.G. EAGH WAY OPENING SIZE 51HP50N "GM5TGI6" STRAP I I I I I STRAP 3-I/2 CONCRETE SLAB / PER FLOOR PLA I I OVER WALL SHEATHING — — — — I III w/>=LAT BLOCKING \/ 16d @ 12"O.G., _ _ _ _ _ — _ _ TRIM STUD I /� (IOd NAILING) A STAGG'D. TYPzi da \ E.N. TYP. I TYP. DOWELS TYP. DOWELS GONT. �i — - — 24' �24" REBAR I I 24" 24 a dJ a N I I I a 4 N / \ A I / _ GRADE LVA_ p a \\: SAND PLYWOOD SHEAR PANELS A5 5HOWN ON PLAN. \\\ \\\ VAPOR BARRIER EDG E NAILING TYP. EDGE NAILING TYP. (10 MIL MIN.) (PLYWOOD OR SHEETING) a\\\ 4 \ 1A - EXT. PLYWOO D SHEAR WALL tY \\% SAND CORNEA TEE PLAN (2) #4 REBAR CONTINUOUS 3" 3" @ TOP � BOTTOM (SEE FOUNDATION PLAN 16" FOR SIZE/LOCATION DBL. TOP PLATES MIN EDGE NAIL PERIMETER OF I'-O" HE EAGH PLYWOOD SHEET. (5EE PLAN 4 ELEV. FOR SIZ SIMPSON: STHD14 5TA66ERED PLYWOOD PANELS EDGE NAIL @ ALL OPENINGS 8 FOOTING INTE2SECTIONS SGALE: NTS STUD WALL COQNEf�S INTERSECTIONS SGALE: NTS 5 SNEAK WALL HOLD DOWN 2 (5EE NOTE #3 FOR OPENING SGALE: NTS LARGER THAN 15"). OPENING PLYWOOD SHEATHING (&d @ 6, (b, 12) DRYWALL EDGE STUDS d BLOCKING (5EE NOTE #2). SIMPSON TITEN HD SCREW ANCHOR PRE-FAB 2x6 WALL PANELS FIELD NAILING 5/8"0 x 8"L @ 6" FROM PANEL ENDS (PER PLAN) I'_3�� (MIN 2 PER PANEL) PANEL WIDTH 5-1/2" MIN. EMBED. DEPTH HOLD-DOWN5, 5EE PLAN WHERE OCCUR. w/ 3"x3"x1/4" STEEL PLATE WASHER, TYP, 2x6 SILL PLATE (TREATED) TOP OF ADJACENT FOOTINGS (ICC-ESR-2713) R-21 INSULATION FIELD BN 12" #4 REBAR @ 16" O.G. EAGH WAY #4 REBAR @ 16" O.G. EACH WAY EDGE NAIL TO THRULu 570 (FULL HEIGHT) P.T. 51LL PLATE w/ ANGHOR BOLT. N I/2 GDX SHEATHING LLI CD 3-I/2" CONCRETE SLAB (5EE 5GHEOULE) Ul ua -1N N 3-1/2" GONGRETE SLAB 1 B - TYPICAL SHEAR WALL DETAIL — T--- — — — _ — — — J z ° 2x8 RAFTERS i da - T z — — • - cp r �t N u J • • ° _ a d - cN N ° a a N GRADE SAND GRADE \ \ NOTES: � - � � I. NAILS SHALL HAVE 3/8" MIN. EDGE DISTANGE FROM EDGE OF PLYWOOD 4 EDGE OF STUD. a \ \\\% SAND EDGE NAILING N -'\\ ° \ \ \� ���\ VAPOR BARRIER 2. USE 3X EDGE STUDS 4 BLK'G. WHERE NAIL 5PAGIN6 15 LESS THAN 3" O.G. VAPOR BARRIER �\\\% (10 MIL MIN.) 3. AT OPENING IN SHEAR PANEL OVER 15" WIDE PROVIDE SOLID BLOCKING @ HEAD 4 SILL LEVEL EA. SIDE OF OPENING. Ix6 T$G KNOTTY PINE • \\ \\ (10 MIL MIN.) STRAP w/ I"x I6 GA. X 3 TIMES OPENING WIDTH GALV. METAL STRAP w/ 8d @ 2" O.G. FIELD INSTALLED) _ �\ -o a d \\!, \\ SAND ( �- � a � SAND v 4. NAILING w/ MAGHINE NAILS, ARE SUBJEGT TO PRIOR APPROVAL. (2) #4 REBAR CONTINUOUS (2) #4 REBAR CONTINUOUS 5. ALL DEFEGTIVE NAILS SHALL BE REMOVED 4 REPLAGED W/ SOUND NAILS. @ TOP BOTTOM INTO @ TOP � BOTTO 6. U.N.O. PLYWOOD SHEATHING SHALL BE STRUGT. I (EXT. GLUE) GRADE PROVIDE FRAMING MEMBER OR BLOCKING AT ALL 3 3 ADJACENT FOOTINGS 3" 3" EDGES. PROVIDE EDGE NAILING TO END STUD OR P05T WHERE HOLDOWN OGGUR6FOR SIZE/LOCATION) 5. PLYW'D. 5HT'. SHALL CONFORM TO (SEE FOUNDATION PLAN SHEAR WALL DETAILS ON THIS SHEET. I,-O„ 1. SILL PLATES SHALL BE TREATED DF w/ 50' x 10" MIN HEADED BOLTS, ANGHOR BOLTS OR EPDXY ANGHOR5 w/ 3" SO. x 3 GA WASHERS, 48" OG, 12" FROM END U.N.O., TYP. 8. SEE PLANS FOR LOGATION5 OF HOLDOWN 4 SHEAR WALLS. GHEGK ANGHOR EMBEDMENT LENGTHS WITH 5IMP50N GATALOG G. EPDXY ANGHORS MAY BE USED IN LIEU OF ANCHOR BOLTS AND AT HOLD-DOWNS. IN5PEGTION REQUIRED FOR EPDXY. PANEL CROSS-SECTION 7 CONCRETE FTG. BREEZEWAY ENDS SGALE: NTS 4 CONCRETE FOOTING (TYP) SGALE: NTS PLYWOOD SNEAK WALL DETAILS SGALE: NTS 10 �00 SGALE: I =1 -O ADER I II I\ I / \I/X ONE CORNERSTONE A RCHI,T C RA L 25581 NICKS AVENUE - LOMA LINDA, CA 92354 TEL: (909) 725-2266 Efl Modern Shed PROJECT: 2025-22 '^ J QV) I- 0 �0 r— W� (D LO W Q� ULLi c2f Y a zW J W �W O Z 0 U~ �N (n W W 0-1 W� Q W Q2 O w O a= W oO M -17 REVISIONS # COMMENTS DATE 0 - - THE DRAWINGS AND SPECIFICATIONS AS PRESENTED ARE THE PROPERTY OF THE ARCHITECT/DESIGNER AND MAY NOT BE USED ON ANY OTHER PROJECT IN WHOLE OR IN PART WITHOUT THE EXPRESS WRITTEN CONSENT OF THE ARCHITECT/DESIGNER. ISSUANCE LAND USE PERMIT 06.10.25 PLAN STATUS LAND USE PERMIT 06.10.25 ARCHITECTS SEAL DESIGNER 05.26.25 MIKEL BERKEBILE DATE SHEET SD2 PERMIT #: - ZIP SYSTEM@ SHEATHING SUBMITTAL FORM Submitted to: Job Name:_ Submitted by: Date: Product: FX—]7/16" [:]1/2" [—]5/8" F-15/8" T&G Huber Engineered Woods LLC 10925 David Taylor Drive, Suite 300, Charlotte, NC 28262 800-933-9220 1 huberwood.com Technical Service Hotline: 800.933.9220 ext. 2716 POTENTIAL LEED CREDIT CONTRIBUTIONS • Credit IEQ4.4 Low -Emitting Materials, Composite Wood and Agrifiber: ZIP System® sheathing contains no added urea formaldehyde • Credit MR 5.1 or 5.2 Regional Materials: Materials harvested, processed, and manufactured within 500 miles of project site. • Credit MR 2.2 Environmentally Preferable Products — Local Production (LEED for Homes) • EA 3 Air Infiltration — Meet air leakage requirements SUBSTRATE Before beginning installation, verify wood wall framing is properly spaced and aligned to continuously support panel edges. PANEL INSTALLATION Install ZIP System® sheathing in accordance with: *ZIP System® Sheathing Installation Manual *]CC -ES ESR-1473 •ICC-ES ESR-1474 •Requirements of authorities having jurisdiction When used as roof sheathing, install ZIP System® panels with moisture barrier surface facing out, with long edge perpendicular to framing members, and with short edges fully supported. Stagger short edge seams. Long edges are self -spacing; 4-foot panel edges should be spaced manually a minimum 1/8-inch (3 mm) apart. When used as wall sheathing, install ZIP System® panels positioned with the water -resistive barrier facing out. The panels may be installed with the long side of the panel oriented either horizontally or vertically to the framing members. Walls that are designed to resist lateral shear forces** and sheathed with wood structural panels typically require solid framing or blocking behind all panel edges. Long edges are self -spacing; 4-foot panel edges should be manually spaced a minimum 1/8-in (3 mm) apart. Fasteners: Install fasteners approved by applicable building codes or designer of record. Install fasteners 3/8-inch (9.5 mm) from panel edges. Space fasteners no greater than 6-inches (152 mm) on centers on supported panel edges and no greater than 12-inches (305 mm) on center at intermediate supports unless otherwise specified. ZIP System® sheathing panels have a printed fastener guide for 16-inch (406 mm) and 24-inch (610 mm) on center framing locations. Tape Installation: Install ZIP System*" flashing tape in accordance with manufacturer's written instructions at seams, openings, and penetrations. Install windows and window flashing in accordance with window manufacturer's written instructions. Details of installation recommendations are available in AutoCAD and PDF formats at ZIPSystem.com or at Huberwood.com. STORAGE AND HANDLING Store and handle products according to manufacturer's written recommendations. Support panel bundles off the ground. Cover stored panels with weatherproof protective material; allow sides of protective material to remain loose to ensure adequate air circulation. In high -moisture conditions, cut bundle banding to p.3 prevent edge damage to panels. Factory applied packaging is intended only for protection during transit. AVAILABILITY Huber Engineered Wood's ZIP System® sheathing panels are manufactured at multiple locations in the U.S. They are available through distributors nationwide. Visit ZIPSystem.com or contact Huber Engineered Woods for a retailer near you. WARRANTY ZIP System® sheathing is furnished with a 30-year system warranty. Limitations and restrictions apply. View the ZIP System" Residential Warranty Commercial Warranty and/or Homeowner Warranty available at huberwood.com/warranties for more details. NOTES AND LIMITATIONS • Do not install ZIP SystemTM' flashing tape in temperatures less than 0' F. • Roof panels edge clips are only required with 7/16 inch thick ZIP System" sheathing on supports spaced greater than 16-inches oc. Panel edge clips approved to be used with ZIP System® Sheathing are: Simpson Strong -Tie®, PSCA, PSCL and Tamlyn- PCS models. TECHNICAL SERVICE Detailed information including specifications, product literature, test reports, installation instructions, and special applications is available through Huber Engineered Woods. Please visit ZIPSystem.com or call 800.933.9220 EXT 2716 to speak to a technical representative. AVAILABLE RESOURCES Section 06 16 13 SHEATHING guide specifications ZIP System® Roof and Wall Sheathing products in CSI 3-part format is available in MasterSpec®, ARCAT.com, BSD SpecLink® at ZIPSystem.com. 7 Exposure Durability Classification DOC PS2 Exposure 1 Panel Grade DOC PS 2 Structural 1* Moisture Barrier AC38 Grade D WRB Water Penetration ASTM E331 Passed Vapor Transmission ASTM E96-B (panel overlay) 12-16 perms Air Barrier Assembly ASTM E2357 0.037 L/(s*m2) Air Barrier Material ASTM E2178 0.0016 L/(s*m2) @300 Pa Wind Driven Rain TAS 1001auoomph) Passed Drainage Efficiency ASTM E 2273 98% © 2021 Huber Engineered Woods LLC. ZIP System® is a registered trademark of Huber Engineered Woods LLC. Huber is a registration trademark of J.M. Huber Corporation. HUB-9006 03/21 **ZIP System® sheathing is a DOC P52 compliant OSB wood structural panel per ESR-1474. ZIP System® sheathing panels do not have proprietary shear values, but would be equivalent to a structural 1 panel of equivalent thickness. ZIP SYSTEM® SHEATHING MANUFACTURER Huber Engineered Woods LLC 10925 David Taylor Drive, Suite 300, Charlotte, NC 28262 800.933.9220 • Technical Service: 800.933.9220 x2716 ZIPSystem.com • Huberwood.com BASIC USE AND APPLICATIONS ZIP System® sheathing is an oriented strand board (OSB) with a protective overlay factory bonded to the panel during the manufacturing process. ZIP System® panels are a combination wall and roof panel that eliminates the need for building wrap* for wall applications and felt underlayment in roof applications*. Once the panels are installed the panel seams are taped with Huber's ZIP System'"' flashing tape, and the building is rough dried -in. ZIP SystemTM flashing tape is a pressure sensitive tape that must be rolled with a rubber -faced roller in order to achieve maximum bond to the panel. When used on a wall, ZIP System® sheathing functions as a combination structural wall sheathing, code -recognized water - resistive barrier*, and air barrier when the panel seams are flashed with ZIP System'" flashing tape or ZIP System*" liquid flash. In the roof application ZIP System® sheathing is a combination structural decking and underlayment*. ZIP System" sheathing uses a phenolic resin -impregnated overlay to provide excellent weather resistance. ZIP System® relies on the proprietary seam tape, ZIP System- flashing tape, to create the water resistive barrier and air barrier continuity from one panel to the next to achieve a performance equivalency to Grade D paper in accordance with ICC Acceptance Criteria AC38. Additionally, ZIP System*" flashing tape has been extensively tested for long-term adhesion and flexibility as published in ESR-2227. ZIP System® sheathing may be used for both roofs and walls in Type V construction or in Type III construction as roof sheathing. AVAILABLE SIZES ZIP System® Roof and Wall sheathing panels are available in 4' x 8' sheets with self -spacing edge profiles and tongue and groove edge profile (5/8 only). ZIP System® panels are Exposure 1 rated and are available in the following span ratings and performance categories. All thickness of ZIP System® sheathing are Structural 1 rated. The longer length panels are available for wall applications only. •24/16, Structural 1, 7/16 PERF CAT (4' x 8, 9 and 10') •32/16, Structural 1, 1/2 PERF CAT •40/20, Structural 1, 5/8 PERF CAT Third party independent testing for ZIP System® sheathing is conducted by PFS TECO. `ZIP System• sheathing is Intended to replace one layer of water resistive barrier or felt underlayment. When two layers are required one additional layer must be installed. Excellent Moisture Continuous vapor permeable moisture Resistance barrier that blocks out liquid water but still allows walls to dry out Ease of Installation No more delays because of felt or building wraps blowing off Energy Efficient Code -recognized built in weather and air barrier LIMITATIONS • ZIP System® sheathing can be exposed for up to 180-days. • ZIP System® sheathing should not be used with adhesively attached EIFS but can be used with mechanically fastened EIFS. • When using ZIP System® sheathing on roof pitches 4:12 or greater no additional underlayment is required. For roof pitches 2:12-4:12 the building code requires two layers of underlayment; ZIP System® sheathing is code recognize to replace the first layer in the two -layer system. One additional layer of underlayment is required. • When using ZIP System® sheathing with adhered stone or hard coat stucco, ZIP System® sheathing is code recognized to replace the first layer in the two -layer system. One additional layer of water resistive barrier is required. SUSTAINABLE DESIGN CONTRIBUTIONS • Low -Emitting Material: No added urea formaldehyde • Sustainable Forestry Initiative Certified Wood: Harvested, transported, manufactured, and distributed utilizing sustainable practices • Renewable Forest Resources: Composed of primarily young growth bio-based resources • Regional Materials: Made in one of our regional manufacturing facilities: Broken Bow, OK; Commerce, GA; Crystal Hill, VA; Easton, ME; Spring City, TN; and Shawinigan, QC • USE ZIP SYSTEM FLASHING TAPE AT ALL EDGES AND SEAMS. TRANSOM WINDOW 2x10 FLAT BLOGKING BETWEEN ALL STUDS @ EXTERIOR FAGE OF HALL PANELS SIMPSON STRONG DRIVE 1/40 x 6"L (SDWS22600DB) TIMBER SCREWS @ 8" O.C. (IAMPO UES-ER-192) - or - APPROVED EQUAL. ell f 2x3 WOOD TRIM METAL FLASHING 1/2" COX PLYWOOD 2xIO RAFTERS Ixb T46 KNOTY PINE 4xIO SHAPED BLOGKING @ ROOF PANEL ENDS SIDING %�7�Sllll►� PANEL BLOCKING QOOF/WALL CONN. SGALE: I/4"=I'-O" "R-Icf" INSULATION DRYWALL INTERIOR SIDING SHEATHI NC EXTERIOR TYPICAL FOR ALL 2x6 FRAMING WALL DETAIL SOLID BLOCKING 5/4 FASCIA BOARD Ixb T46 KNOTTY PINE SIDING ZIP SYSTEM SHEATHING 2x FRAMED WALL PANEL (PER PLAN) EAVES ROOF END PANEL METAL FLA5HIN6 5/4 FASCIA -� Ixb TAG KNOTTY PINE Ibd @ b" O.G. PANEL NAILING 51DING —� PLYWOOD SHEATHING 4 l TYP" FASCIA GABLE END SGALE: NT5 2AO FRAMED ROOF PANELS Ixb T$6 KNOTTY PINE DEL TOP PLATE SIMPSON STRONG DRIVE 1/40 x 10"L (SDWS221000DB) TIMBER SCREWS @ 16" O.C. (IAMPO UES-ER-192) - or - APPROVED EQUAL. DRYWALL (WHERE OGGURS) ROOF PANELS (PER PLAN) METAL ROOFING FUNDERLAYMENT r- 1/2" PLY. SHEATHING Ixb Tff6 KNOTTY PINE DBL TOP PLATE INSULATION (WHERE OGGUR5) DRYWALL (WHERE OGGURS) 2x(a STUDS @ 16" O.G. SGALE: NITS 0) mz LLI OL �-1 SGALE: NITS 3 2 RJR M ARCHITEcTURAL 25581 NICKS AvENUE - LoMA LINDA, CA 92354 TEL: (909) 725-2266 Modern Shed PROJECT: 2025-22 ♦^ V) Q W Q LU U ZLU W LU W �O n W � (.7 Lc) Q§ CD w C J �W Z L' F- U to W Z = J N W W a Q2 W O 2 = Q 2 I— I— W O CM REVISIONS # COMMENTS DATE THE DRAWINGS AND SPECIFICATIONS AS PRESENTED ARE THE PROPERTY OF THE ARCHITECT/DESIGNER AND MAY NOT BE USED ON ANY OTHER PROJECT IN WHOLE OR IN PART WITHOUTTHE EXPRESS WRITTEN CONSENT OF THE ARCHITECT/DESIGNER. ISSUANCE LAND USE PERMIT 06.10.25 PLAN STATUS LAND USE PERMIT 06.10.25 ARCHITECTS SEAL DESIGNER 05.26.25 MIKEL BERKEBILE DATE SHEET S D3 PERMIT #: -