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HomeMy WebLinkAboutAPPROVED PLANS - 21-00814 - 2943 W 3800 S - Strong Shed with Living SpaceAuthor Name Author Email Author Phone No.: Stan Crittenden Stan.Crittenden@rexburg.org 208-372-2314 Cody Jones Cody.Jones@rexburg.org 208-372-2173 Description : RP04STB0010060 - Strong Shed with Living Space Address : Record Type : Madison County - Commercial Document Filename : STRONG SHED BUILDING FINAL - STAMPED 10.27.21.pdf Comment Author Contact Information: Corrections in the following table need to be applied before a permit can be issued Review Report Approved # 21-00814 Page Reference Annotation Type Author : Department Status Page Review Comments Applicant Response Comments T1.1 Free text Cody Jones : Building Open 1 Deferred submittals for truss package. T1.1 Stamp Cody Jones : Building Open 1 Prescriptive Insulation T1.1 Stamp Cody Jones : Building Open 1 Approved - Building Inspector T1.1 Stamp Stan Crittenden : Fire Open 1 Approved - Fire Dept Madison County - Commercial Approval of plans does not constitute approval of variance from code Powered by TCPDF (www.tcpdf.org) 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021T1.1COVER SHEET FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A. D : \ D r o p b o x \ J H S A r c h i t e c t s \ P R O J E C T S \ S T R O N G S H E D \ S t r o n g S h e d V 2 4 . p l n W e d n e s d a y , O c t o b e r 2 7 , 2 0 2 1 1 : 3 9 P M b y i w o m a c k 1 21 PRINTED: RO O M N A M E 10 1 F2 W 1 C 2 H: 8 ' - 0 " RO O M N A M E 10 2 F1 W 3 C 2 H: 8 ' - 0 " RO O M N A M E 10 3 F1 W 3 C 2 H: 8 ' - 0 " ST R O N G S H E D B U I L D I N G TB D W 3 8 0 0 S CO D E R E V I E W AB B R E V I A T I O N S AC O U S T I C A L AC T A C O U S T I C A L C E I L I N G T I L E AC A I R C O N D I T I O N I N G AB A N C H O R B O L T AD H E S I V E AD J U S T A B L E AB O V E F I N I S H F L O O R AB O V E F I N I S H G R A D E AB O V E F I N I S H S L A B AC O U S AD H AD J AF F AF G EQ U I P E Q U I P M E N T EN C L E N C L O S U R E EM E R E M E R G E N C Y EL E V A T O R EL E L E V A T I O N EL E C E L E C T R I C A L EL A S T E L A S T O M E R I C EI F S EF E X H A U S T F A N EA E A C H DW R D R A W E R DW G D R A W I N G DS D O W N S P O U T DR N D R A I N DR D O O R DN D O W N DM P F D A M P P R O O F I N G DI M D I M E N S I O N DI A D I A M E T E R DF D R I N K I N G F O U N T A I N DE T A I L DE M O D E M O L I T I O N CT C E R A M I C T I L E CS W K C A S E W O R K CS K C O U N T E R S I N K CO N T R C O N T R A C T ( O R ) CO N T C O N T I N U O U S CO N S T R U C T I O N CO N N C O N N E C T I O N CO N C C O N C R E T E CO L C O L U M N CO C L E A N O U T CN T R C O U N T E R CN R C O R N E R CM P C O R R U G A T E D M E T A L P I P E CM U C O N C R E T E M A S O N R Y U N I T CL R C L E A R CL G C E I L I N G CL C E N T E R L I N E CJ C O N T R O L J O I N T CI C A S T I R O N CG C O R N E R G U A R D CE M C E M E N T CA B C A B I N E T C/ C C E N T E R T O C E N T E R BU R BS M T B A S E M E N T BR K B R I C K BR G B E A R I N G BO T B O T T O M BM B E N C H M A R K , B E A M FD F L O O R D R A I N FA F I R E A L A R M , F R E S H A I R EX T E X T E R I O R EX P A N S I O N J O I N T EX P B T E X P A N S I O N B O L T EX P E X P A N S I O N EX I S T o r ( E ) E X I S T I N G EX H E X H A U S T EW C E L E C T R I C W A T E R C O O L E R BL K G B L O C K I N G BL K B L O C K BL D G B U I L D I N G BE V B E V E L BD B O A R D AS P H A S P H A L T AR C H A R C H I T E C T U R A L AL A L U M I N U M AL T A L T E R N A T E AF S BU I L T - U P R O O F CO N S T DT L EX T . I N S U L . & F I N . S Y S T E M EL E V EJ OP P O S I T E OP P HO R I Z HP HR HV A C IDFT G HB HC HD HD B D HI G H P R E S S U R E P L A S T I C L A M I N A T E HA N D I C A P P E D HO S E B I B B HO L L O W C O R E HE A D FO M FO S FS T N R FT H/ C IN S U L A T I O N HO R I Z O N T A L HI G H P R E S S U R E HO U R HE A T I N G , V E N T I N G & A I R C O N D I T I O N I N G IN S I D E D I M E N S I O N ME D ME M B MOMK MT D MF R MH MI N MI S C ME D I U M ME M B R A N E ME T A L MA N U F A C T U R E R MA N H O L E MI N I M U M MI S C E L L A N E O U S GE N E R A T O R GE N E R A L GL A S S GL U E L A M I N A T E D GY P S U M GY P S U M B O A R D H P L A M MA R K MA S O N R Y O P E N I N G MO U N T E D FE FA C E O F M A S O N R Y FA C E O F S T U D S FA S T E N E R FO O T FO O T I N G FU R R I N G GA G E GA L V A N I Z E D GA L V A N I Z E D I R O N FU R R GA GA L V GI GE N GE N L GL GL U - L A M GY P GY P B D IN S U L GR G R A D E HA R D B O A R D HD R HD W D HG T HM HN D R L HE A D E R HA R D W O O D HE I G H T HO L L O W M E T A L HA N D R A I L OP N G O P E N I N G OF O I O W N E R F U R N I S H E D , O W N E R I N S T A L L E D OF C I O W N E R F U R N I S H E D , C O N T R A C T O R I N S T A L L E D OD O U T S I D E D I A M E T E R OC O N C E N T E R NT S N O T T O S C A L E NO M N O M I N A L NO N U M B E R NI C N O T I N C O N T R A C T NA N O T A P P L I C A B L E ME C H M E C H A N I C A L MB M O D I F I E D B I T U M E N MA X M A X I M U M MA S M A S O N R Y LV R L O U V E R LT G L I G H T I N G LT L I G H T LR G L A R G E LP L O W P R E S S U R E LO C L O C A T I O N LH L E F T H A N D LA V L A V A T O R Y LA M L A M I N A T E D LL E F T JT J O I N T JS T J O I S T IN V I N V E R T IN T I N T E R I O R FI R E E X T I N G U I S H E R MT L FL O O R ( I N G ) FI N I S H G R A D E FG FI N FL R FO C FH M S FL U O R FL A T H E A D M A C H I N E S C R E W FI N I S H FL U O R E S C E N T FA C E O F C O N C R E T E FF F I N I S H F L O O R TE M P ST A N D A R D TO P O F C O N C R E T E TE M P E R A T U R E PA V I N G PO W E R QT R QU A R R Y T I L E RA D I U S PL T D PN L PV G PW R PE R M PO R T L A N D C E M E N T PL PL A S T I C PL U M B I N G PL A T E D PA N E L RO O F D R A I N L E A D E R RE F E R E N C E RE I N F O R C E M E N T RE Q U I R E D RO O F I N G RH RM RORARA D RD RD L RE F RE I N F RE Q ' D RF G RE T U R N A I R RA D I U S RO O F D R A I N ST A G ST E E L ST A I N L E S S S T E E L ST A G G E R E D ST D ST R U C T U R A L SU P P L E M E N T ( A L ) SU S P E N D E D RT RV RI G H T H A N D RO O M RO U G H O P E N I N G RI G H T RO O F V E N T SA N I T A R Y S E W E R TCSU S P SY S T& B T& G TF TH K TJ TO TR TS L TB TO P O F TO I L E T R O O M TO P O F S L A B TO P O F S T E E L TO P O F P A V E M E N T TO P O F S I D E W A L K TY P TO P O F W A L L UO N VC T VE R T VT R SY S T E M TO P & B O T T O M TO N G U E & G R O O V E TO P O F B E A M ST L ST R U C T SU P P L W TY P I C A L UN L E S S O T H E R W I S E N O T E D VI N Y L C O M P O S I T I O N T I L E VE R T I C A L WA S T E VE N T T H R U R O O F VT V I N Y L T I L E TO P TO S TO W TO P O F F O O T I N G TH I C K ( N E S S ) TO P O F J O I S T PA R T I C L E B O A R D PE R P E N D I C U L A R PE R P PC PL A S T I C L A M I N A T E PL A M PL A S PL B G PE R M A N E N T PA R T B D PL A T E PL Y W D P L Y W O O D RC P R E F L E C T E D C E I L I N G P L A N YD Y A R D WW F W E L D E D W I R E F A B R I C WT W E I G H T WS C T W A I N S C O T WR W A T E R R E S I S T A N T WD W W I N D O W WD W O O D WC W A T E R C L O S E T w/ o W I T H O U T w/ W I T H SQ S Q U A R E SP E C S P E C I F I C A T I O N S SI M S I M I L A R SH T H G S H E A T H I N G SH T S H E E T SE C T S E C T I O N SD S T O R M D R A I N SC H E D S C H E D U L E SC S O L I D C O R E SB S P L A S H B L O C K SA N SS TS MATERIALS S Y M B O L S SY M B O L S E X P L A N A T I O N 4/A7 B/A77A5 24DETAIL KEYDETAIL NUMBER SHEET NUMBER SHEET NUMBERSECTION NUMBER WALL SECTION SECTION LETTER SHEET NUMBER BUILDING SECTION WINDOW SYMBOLWINDOW TYPE 21 WALL TYPE 36/A12 E 7/A814 F NEW BUILDING GRID EXISTING BUILDING GRIDDOOR SYMBOL EXTERIOR ELEVATION 6GLASS SYMBOL DRAWING NOTE SYMBOLDRAWING NOTE NO.INTERIOR ELEVATION INTERIOR WALL TYPEELEVATION &SHEET NUMBER GLASS TYPE, SEE WINDOW ELEVATIONS ELEVATION &SHEET NUMBER 3 7 / A 8 4 2 A3 B / A 4 3/ A 7 W 3 2 / A 8 6 2424 6 A57 3 / A 8 BU I L D I N G S E C T I O N WI N D O W T Y P E WA L L S E C T I O N DETAIL DRAWINGS ON SHEET INDICATED RO O M F I N I S H S Y M B O L SE E D E S C R I P T I O N B E L O W IN D I C A T E S D I F F E R I N G WA L L F I N I S H - T H I S WA L L S U R F A C E O N L Y WALL OR CABINET ELEVATION IN T E R I O R W A L L T Y P E RE F E R T O P A R T I T I O N SC H E D U L E ( N O T U S E D WH E R E A L L P A R T I T I O N S AR E T H E S A M E ) DE T A I L D R A W I N G S ON S H E E T I N D I C A T E D DOOR SYMBOL 22 22 21 21 RO O M F I N I S H S Y M B O L CE I L I N G H E I G H T RO O M N U M B E R CE I L I N G F I N I S H FL O O R / B A S E FI N I S H WA L L / W A I N S C O T FI N I S H JE N S E N • H A Y E S • S H R O P S H I R E AR C H I T E C T S , P . A . NATIVE SOILS STRUCTURAL FILL STRUCTURAL CONCRETE LT. WT. CONCRETE COMPACTED GRAVEL GYPSUM WALL BOARD PLYWOOD FINISH WOOD DIMENSION LUMBER WOOD BLOCKING METAL RIGID INSULATION ASPHALT CONCRETE MASONRY UNIT SPLITFACE CONCRETE MASONRY UNIT BATT INSULATION BRICK STUCCO FACING TILE CUT STONEINDEX OF DRAWINGS P R O J E C T L O C A T I O N UP UP UN I T # 1 UN I T # 2 UN I T # 3 LO C A T I O N M A P N. T . S . COVER SHEET SITE FLOOR PLANS REFLECTED CEILING PLAN BUILDING ELEVATIONS WALL SECTIONS & DETAILS DOOR & WINDOW TYPES INTERIOR ELEVATIONS FOUNDATION PLANS FLOOR FRAMING PLANS SCHEDULES ROOF FRAMING PLANS STRUCT. DETAILS MECHANICAL PLANS LIGHTING PLANS & SCHEDULES ELECTRICAL PLANS & SCHEDULEST1.1 A1.1 A2.1 A2.2 A4.1 A6.1 A8.1 A8.2 A9.1 A10.1 S1.1 S2.1 S2.2 S3.1 S3.2 S4.1 S5.1 S5.2 M1 E1.1 E2.1COVER SHEET SITE PLAN MAIN FLOOR PLAN FLOOR & ROOF PLANS RCP & ROOF PLAN ELEVATIONS WALL SECTIONS WALL SECTIONS DOOR & WINDOW SCHEDULES INTERIOR ELEVATIONS FOUNDATION PLAN FIRST FLOOR FRAMING SECOND FLOOR FRAMING MAIN FLOOR WALL FRAMING SECOND FLOOR WALL FRAMING PLANS ROOF FRAMING PLAN DETAILS DETAILS MEP PLAN LIGHTING PLAN BASEMENT ELECTRICAL PLAN GR O U N D S N O W L O A D : RO O F S N O W L O A D : RI S K C A T E G O R Y : 50 L B S 35 L B S . II ( 2 ) UN I T 3 : UN I T 2 : UN I T 1 : De f e r r e d s u b m i t t a l s f o r t r u s s p a c k a g e . 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021A1.1SITE PLAN FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A. D : \ D r o p b o x \ J H S A r c h i t e c t s \ P R O J E C T S \ S T R O N G S H E D \ S t r o n g S h e d V 2 4 . p l n W e d n e s d a y , O c t o b e r 2 7 , 2 0 2 1 1 : 4 1 P M b y i w o m a c k 2 21 PRINTED: UP 2 0 '-0 " 1 2 '-0 " 1 8 '-5 " 1 6 '-3 " 3 5 '-9 " 9 4 ' - 3 " 1 1 5 ' - 3 " 1 2 1 3 3 30 0 ' S E T B A C K FR O M H I G H W A T E R MA R K , P L A C E PR I V A T E S E P T I C NO R T H O F T H I S L I N E . HI G H W A T E R M A R K . 5' P O N D A N D LA N D S C A P E M A I N T . EA S E M E N T A B O V E HI G H W A T E R M A R K . 4 4 5 6 6 7 7 8 9 9 10 10 3 3 3 5 5 7 7 7 5 5 5 5 5 5 5 5 4 4 6 6 GE N E R A L N O T E S : (S I T E P L A N O N L Y ) A. - A L L D I M E N S I O N S A R E T O E D G E O F S T U D U. N . O . B. - P R O V I D E C O N C R E T E A P R O N A T E A C H OV E R H E A D D O O R M E A S U R I N G 2 0 ' F R O M TH E B U I L D I N G A N D M A T C H I N G T H E W I D T H OF T H E O P E N I N G . T Y P . A T E A . C. - P R O V I D E P A R K I N G S T A L L S A T 9 ' x 2 0 ' W I T H CO N C R E T E W H E E L S T O P A S R E Q ' D . D. - P R O V I D E C O N C R E T E F I L L E D B O L L A R D S A T EA . S I D E O F E A . O V E R H E A D D O O R . P A I N T YE L L O W F O R V I S I B I L I T Y . LO T 6 LO T 7 W 3 8 0 0 S UP 2 8 11 11 12 12 KE Y E D N O T E S : (S I T E P L A N O N L Y ) - S E P T I C S Y S T E M L O C A T I O N 3 0 0 ' F R O M HI G H W A T E R M A R K , I N S T A L L E D P E R HE A L T H D E P A R T M E N T R E Q ' M T S - D O M E S T I C W E L L L O C A T E D 1 0 0 ' M I N . FR O M S E P T I C D R A I N F I E L D . G E N E R A L CO N T R A C T O R T O C O O R D I N A T E LO C A T I O N S . - G R A V E L P A R K I N G A N D / O R M A T E R I A L ST O R A G E A R E A . - P R O V I D E W H E E L S T O P S A T P A R K I N G ST A L L S , S E C U R E I N P L A C E . - ( 2 ) 6 " C O N C R E T E F I L L E D B O L L A R D A T EA . O V E R H E A D D O O R , P A I N T E D YE L L O W F O R V I S I B I L I T Y . - 5 ' S I D E W A L K , 2 % M A X C R O S S S L O P E . - G R A S S O R O T H E R A P P R O V E D G R O U N D CO V E R A S S E L E C T E D B Y O W N E R . GR A S S A R E A S T O S E R V E A S S N O W ST O R A G E . - A P P X . E L E C . M E T E R L O C A T I O N . PR O V I D E S E P A R A T E M E T E R F O R E A . UN I T . - A P P X . N A T U R A L G A S M E T E R L O C A T I O N , PR O V E D S E P A R A T E M E T E R F O R E A . UN I T . - V E R I F Y T R A N S F O R M E R L O C A T I O N A N D BU R Y P O W E R L I N E C O N D U I T W I T H O T H E R UT I L I T I E S ( P H O N E , I N T E R N E T , C A B L E , ET C . ) - 1 0 0 ' R A D I U S F R O M D O M E S T I C W E L L - 2 0 ' F I R E D E P A R T M E N T A C C E S S L A N E . DR I V E A B L E S U R F A C E . UN I T # 1 UN I T # 2 UN I T # 3 NO R T H 0 1 0 ' 2 0 ' 4 0 ' SI T E P L A N 1 A1 . 1 1" = 2 0 ' 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021A2.1MAIN FLOOR PLAN FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A. D : \ D r o p b o x \ J H S A r c h i t e c t s \ P R O J E C T S \ S T R O N G S H E D \ S t r o n g S h e d V 2 4 . p l n W e d n e s d a y , O c t o b e r 2 7 , 2 0 2 1 1 : 4 4 P M b y i w o m a c k 3 21 PRINTED: A A 3 UP 6 6 6 6 6 5 6 7 7 5 5 6 5 5 5 DW R E F W DR F 7/ A 1 0 . 1 5/ A 1 0 . 1 6/ A 1 0 . 1 17 ' - 3 " 12 ' - 9 " 6' - 6 " 5' - 6 " 4' - 0 " 15 ' - 0 " 15 ' - 4 " 9' - 8 " 21 ' - 0 " 29 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 1 0 ' - 0 " 8 ' - 0 " 30 ' - 0 " 16 ' - 0 " 30 ' - 4 " 59 ' - 8 " 13 6 ' - 0 " 4 0 ' - 0 " 1 8 ' - 0 " 5 8 ' - 0 " 13 6 ' - 0 " 14 4 ' - 0 " 6 ' - 4 " 6 ' - 1 " 1 4 ' - 8 " 6 ' - 6 " 6 ' - 5 " 1 2 ' - 5 " 2 7 ' - 7 " 1 0 ' - 0 " 4 0 ' - 0 " 8 ' - 0 " 7 ' - 7 " 2 ' - 1 " 2 2 ' - 2 " 2 ' - 9 " 5 ' - 4 " 8 ' - 9 " 6 " 1 0 " 5 " 9 ' - 0 5 / 8 " 9 ' - 0 5 / 8 " 9 ' - 0 5 / 8 " 5 " 8 ' - 0 " 5 8 ' - 0 " 3 ' - 1 0 " 8 ' - 0 " 2 ' - 3 " 7 ' - 2 " 2 ' - 3 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4 ' - 0 " 4 ' - 0 " 5/ A 6 . 1 5/ A 6 . 1 8 / A 6 . 1 8 / A 6 . 1 6 / A 6 . 1 6 / A 6 . 1 2/ A 8 . 1 1/ A 2 4 1 / A 2 5 2/ A 2 4 2 / A 2 5 1/ A 1 0 . 1 2 / A 1 0 . 1 3/ A 1 0 . 1 4 / A 1 0 . 1 8 / A 1 0 . 1 9 / A 1 0 . 1 10 / A 1 0 . 1 1 1 / A 1 0 . 1 1 2 3 7 9 10 11 13 14 1 1 1 16 9 9 11 11 9 9 12 17 1 1 1 1 1 1 1 18 18 18 18 HW GENERAL NOTES:A. DIMENSIONS ARE TO FACE OF STUD OR FACE OF EXISTING WALLS UNLESS NOTED OTHERWISE.B. WHERE FRAMED WALL HEIGHT EXCEEDS 10',PROVIDE HORIZONTAL FIREBLOCKING IN EACH JOIST IN ORDER TO CREATE CAVITIES LESS THAN 10' IN HEIGHT.C. PROVIDE BLOCKING IN THE FOLLOWING LOCATIONS: ALONG BOTH SIDES OF STAIRCASE AT 36" TO CENTER OF BLOCKING ALL CABINET LOCATIONS AT TOP AND BOTTOM OF UPPER CABINETS, AND AT TOP OF BASE CABINETS (COORDINATE HGT WITH CABINET INSTALLER) BATH TRIM (VERIFY LOC. W/OWNER): TOWEL BARS & RINGS ROBE HOOKS TOILET PAPER DISPENSER MIRROR MOUNTING POINTS MEDIA MOUNTING LOCATIONS SPECIALTY FURNIT URE MOUNTS (IF ANY)D. PROVIDE CONCRETE STEPS TO GRADE AT EXTERIOR PORCH AS REQUIRED. KE Y E D N O T E S : (THIS SHEET ONLY) 1 - 2 x 6 A T 1 6 " O . C . , I N S U L A T E D T O R - 2 2 , SH E A T H I N G P E R E N G . , W E A T H E R BARRIER AT EXT, SIDING AS SELECTED BY OWNER. 2 - 8 x 8 R O U G H S A W N D O U G F I R T I M B E R CO L U M N , S T A I N & S E A L A N T C O L O R A S SE L E C T E D B Y O W N E R ( T Y P ) . 3 - M E C H A N I C A L C H A S E - C O O R D I N A T E WITH MECHANICAL CONTRACTOR. CO N C E A L E D S P A C E S F I R E B L O C K E D PE R I B C 7 1 8 . 4 - P R E F A B R I C A T E D S H O W E R P A N , T I L E WALLS (PATTERN & TYPE PER OWNER)OVER SCHLUTER SYSTEM OR EQUAL WATER PROOFING BASE LAYER. 5 - L O W - F L O W T O I L E T O R S I M . A D A H E I G H T AS S E L E C T E D B Y O W N E R . 6 - F R E - S T A N D I N G T U B , M A T E R I A L , FI N I S H E S , A N D S T Y L E A S S E L E C T E D B Y OWNER. 7 - P O R C E L A I N S I N K & H A R D W A R E SE L E C T E D B Y O W N E R 8 - R E C E S S E D W A S H E R & D R Y E R CO N N E C T I O N B O X E S . 9 - C A S E W O R K A S O C C U R S ( S E E I N T . EL E V A T I O N S ) 10 - M E C H A N I C A L E Q U I P M E N T T O B E DESIGN-BUILD BY CONTRACTOR. 11 - F I X E D P A R T I C L E B O A R D S H E L V I N G WITH RADIUSED EDGE AND CLEAT SU P P O R T S , P A I N T E D . 12 - 2 - H O U R F I R E W A L L , U L 3 0 1 . A L L D O O R S TO B E 9 0 M I N . R A T E D D O O R S & FR A M E S . P E N E T R A T I O N S T O C O M P L Y WITH IBC 714 FOR RATED ASSEMBLIES. 13 - R O L L - U N D E R W A L L - M O U N T E D S I N K . 14 - A D A G R A B B A R S , P R O V I D E B L O C K I N G IN W A L L . 15 - 3 6 " H A N D R A I L , S E C U R E D T O W A L L PA I N T E D . H A N D R A I L S T O C O M P L Y W I T H IB C 1 0 1 4 . 16 - P R O V I D E 4 2 " G A U R D R A I L A L O N G OPEN STAIR. TYPE & FINISH PER OWNER.GUARD TO COMPLY WITH IBC 1015. 17 - 3 H O U R F I R E W A L L , U 3 9 5 , A L L D O O R S TO B E 9 0 M I N R A T E D D O O R S & FR A M E S . P E N E T R A T I O N S T O C O M P L Y WITH IBC 714 FOR RATED ASSEMBLIES. 18 - P R O V I D E 1 H O U R R A T E D E X T . W A L L A T EA . S I D E O F F I R E W A L L S E X T E N D I N G 4 ' EA . D I R . A N Y O P E N I N G S T O B E 4 5 M I N . PR O T E C T I V E . BA T H . 39 s q f t M. B A T H 81 s q f t KI T C H E N 20 8 s q f t LA U N . 57 s q f t LI V I N G R O O M 24 3 s q f t M. B E D R O O M 19 6 s q f t M. C L . 71 s q f t BA T H . 76 s q f t BR E A K R M . 13 5 s q f t MU D R M . 68 s q f t SH O P # 2 2, 3 5 8 s q f t OF F I C E 31 1 s q f t ME C H . 34 s q f t ST R S 38 s q f t HA L L 46 s q f t PO R C H 36 0 s q f t CL . 11 s q f t ST G E . 18 s q f t SH O P # 1 1, 1 8 0 s q f t ST G E . 19 s q f t A A 2 8 UP A 2 4 1 1 A 3 B 1 1 1 50 ' - 0 " 9' - 8 " 15 ' - 4 " 15 ' - 0 " 16 ' - 0 " 4' - 3 " 2' - 2 " 2' - 1 " 2' - 6 " 3' - 4 " 2' - 2 " 7' - 4 " 6' - 2 " 8' - 0 " 8 ' - 2 " 3 ' - 1 0 " 1 1 ' - 8 " 6' - 0 " 6' - 3 " 4' - 3 1/ 2 " 8' - 3 1/ 2 " 4' - 2 1/ 2 " 5" 7' - 8 5/ 8 " 7' - 8 5/ 8 " 7' - 8 5/ 8 " 5" 8' - 0 " 11 ' - 5 " 4 ' - 1 " 2 ' - 4 " 6' - 0 " 6' - 3 " 4' - 3 " 1' - 1 0 " 6' - 6 " 9" 3' - 5 " 4' - 0 " 7 / A 6 . 1 7 / A 6 . 1 1 / A 8 . 1 3 / A 8 . 1 4/ A 8 . 1 2/ A 8 . 2 1 / A 8 . 2 4 56 15 4 5 15 18 18 1 2 3 4 5 6 1 HW KE Y E D N O T E S : (THIS SHEET ONLY) 1 - 6 M I L . V A P O R B A R R I E R O V E R EX P O S E D S O I L . L A P S E A M S 6 " A N D TA P E . E X T E N D E D G E S U P F O U N D A T I O N WA L L 6 " A N D T A P E . 2 - R - 1 3 M I N . I N S U L A T I O N S E C U R E D T O FO U N D A T I O N W A L L . P R O V I D E R - 3 0 IN S U L A T I O N A T F L O O R C A V I T Y . ( T Y P . ) 3 - M E C H A N I C A L C H A S E - C O O R D I N A T E WI T H M E C H A N I C A L C O N T R A C T O R . 4 - M E C H A N I C A L E Q U I P M E N T T O B E DE S I G N - B U I L D B Y C O N T R A C T O R . 5 - P E R M A N E N T A C C E S S L A D D E R & H I N G E D AC C E S S L I D ( A B O V E ) . 6 - C O N C R E T E E Q U I P M E N T P A D 5/ A 6 . 1 8 / A 6 . 1 2/ A 8 . 1 1 / A 2 5 7 / A 6 . 1 7 / A 6 . 1 1 / A 8 . 1 3 / A 8 . 1 4/ A 8 . 1 ROOM AREAS SCHEDULE FLOOR MAIN FLOOR,SECOND FLOOR,ROOM BATH.BREAK RM.CL.HALL KITCHEN LAUN.LIVING ROOM M. BATH M. BEDROOM M. CL.MECH.MUD RM.OFFICE PORCH SHOP #1 SHOP #2 STGE.STRS BATH.BED 1 BED 2 BED 3 CL.FAM. ROOM STORAGE STRSAREA114.65 135.23 10.77 45.86 208.22 57.11 242.66 80.69 195.68 71.06 34.49 67.53 310.79 360.29 1,179.90 2,357.88 36.66 38.44 5,547.91 sq ft 64.24 176.94 150.26 178.71 72.76 364.66 603.52 69.76 1,680.85 sq ft 7,228.76 sq ft GE N E R A L N O T E S : (THIS PLAN ONLY) A. D I M E N S I O N S A R E T O F A C E O F S T U D O R FA C E O F E X I S T I N G W A L L S U N L E S S N O T E D OT H E R W I S E . B. P R O V I D E C R A W L S P A C E V E N T I L A T I O N DU R I N G C O N S T R U C T I O N ( 4 S F M I N . ) T O B E CL O S E D A N D S E A L E D A F T E R M E C H A N I C A L EQ U I P M E N T I S R U N N I N G . C R A W L S P A C E T O BE C O N D I T I O N E D B Y M E C H A N I C A L EQ U I P M E N T . NO R T H 04 ' 8 ' 1 6 ' MA I N F L O O R P L A N 1 A2 . 1 1/ 8 " = 1 ' - 0 " NO R T H 04 ' 8 ' 1 6 ' CR A W L S P A C E F L O O R P L A N 2 A2 . 1 1/ 8 " = 1 ' - 0 " 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021A2.2FLOOR & ROOF PLANS FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A. D : \ D r o p b o x \ J H S A r c h i t e c t s \ P R O J E C T S \ S T R O N G S H E D \ S t r o n g S h e d V 2 4 . p l n W e d n e s d a y , O c t o b e r 2 7 , 2 0 2 1 1 : 4 7 P M b y i w o m a c k 4 21 PRINTED: 7 6 6 6 6 7 6 6 6 6 7 5 5/ A 6 . 1 5/ A 6 . 1 8 / A 6 . 1 8 / A 6 . 1 6 / A 6 . 1 6 / A 6 . 1 2/ A 8 . 1 1/ A 2 4 1 / A 2 5 2/ A 2 4 2 / A 2 5 9 ' - 6 " 90 ' - 0 " 16 ' - 0 " 10 6 ' - 0 " 30 ' - 0 " 59 ' - 8 " 26 ' - 1 0 " 3' - 6 " 16 ' - 0 " 3 0 ' - 0 " 9 ' - 1 " 1 0 ' - 0 " 10 ' - 2 " 2' - 4 " 3' - 9 " 1 4 ' - 4 " 2 ' - 3 " 5 ' - 4 " 2 ' - 9 " 1 4 ' - 5 " 9' - 2 " 3' - 4 " 12 ' - 9 " 3' - 1 0 " 2' - 1 0 " 9' - 1 1 " 3' - 6 " 2' - 5 " 1' - 7 " 5' - 0 " 1 1 ' - 8 " 1 0 ' - 0 " 1 ' - 1 0 " 1 5 ' - 7 " 3' - 0 " 9' - 1 1 " 2' - 4 " 12 ' - 4 " 2' - 5 " 12 ' - 1 1 " 17 ' - 1 " 30 ' - 0 " 6 ' - 4 " 5 ' - 1 0 " 1 1 ' - 9 " 9 ' - 7 " 6 ' - 6 " 1 2 ' - 2 " 1 1 ' - 9 " 1 6 ' - 1 " 1 0 ' - 0 " 4 0 ' - 0 " 5 0 ' - 0 " 6' - 4 1/ 2 " 6' - 6 1/ 2 " 2' - 4 " 8' - 7 " 6' - 2 " 15 ' - 3 " 14 ' - 9 " 10 6 ' - 0 " 30 ' - 0 " 13 6 ' - 0 " 4 0 ' - 0 " 1 0 ' - 0 " 5 0 ' - 0 " 13 6 ' - 0 " 1 ' - 9 " 2 ' - 9 1 / 2 " 4' - 0 " 4 ' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4 ' - 0 " 1 2 34 5 6 7 8 1 10 5 7 7 7 7 7 11 1 1 1 GENERAL NOTES:A. DIMENSIONS ARE TO FACE OF STUD OR FACE OF EXISTING WALLS UNLESS NOTED OTHERWISE. KE Y E D N O T E S : (THIS SHEET ONLY) 1 - 2 x 6 A T 1 6 " O . C . , I N S U L A T E D T O R - 2 2 , SH E A T H I N G P E R E N G . , W E A T H E R BARRIER AT EXT, SIDING AS SELECTED BY OWNER. 2 - M E C H A N I C A L C H A S E - C O O R D I N A T E WITH MECHANICAL CONTRACTOR. CO N C E A L E D S P A C E S F I R E B L O C K E D PE R I B C 7 1 8 3 - P R E F A B R I C A T E D T U B / S H O W E R CO M B I N A T I O N W I T H I N T E G R A T E D SH O W E R W A L L S . C O L O R & S T Y L E P E R OWNER. 4 - L O W - F L O W T O I L E T O R S I M . A D A H E I G H T AS S E L E C T E D B Y O W N E R . 5 - P O R C E L A I N S I N K & H A R D W A R E SE L E C T E D B Y O W N E R 6 - C A S E W O R K A S O C C U R S ( S E E I N T . EL E V A T I O N S ) 7 - F I X E D P A R T I C L E B O A R D S H E L V I N G WITH RADIUSED EDGE AND CLEAT SU P P O R T S , P A I N T E D . 8 - 2 - H O U R F I R E W A L L , U L 3 0 1 . A L L D O O R S TO B E 9 0 M I N . R A T E D D O O R S & FR A M E S . 9 - 3 6 " H A N D R A I L , S E C U R E D T O W A L L PA I N T E D . 10 - P R O V I D E 4 2 " G A U R D R A I L A L O N G OPEN STAIR. TYPE & FINISH PER OWNER. 11 - 3 H O U R F I R E W A L L , U 3 9 5 A L L D O O R S TO B E 9 0 M I N . R A T E D D O O R & F R A M E . 12 - P R O V I D E 1 H O U R R A T E D E X T . W A L L A T EA . S I D E O F F I R E W A L L S E X T E N D I N G 4 ' EA . D I R . A N Y O P E N I N G S T O B E 4 5 M I N . PR O T E C T I V E . BA T H . 64 s q f t BE D 1 17 7 s q f t BE D 2 15 0 s q f t BE D 3 17 9 s q f t FA M . R O O M 36 5 s q f t CL . 17 s q f t CL . 19 s q f t CL . 14 s q f t CL . 12 s q f t CL . 6 s q f t CL . 4 s q f t ST O R A G E 60 4 s q f t SH O P # 2 B E L O W 2, 3 1 7 s q f t ST R S 70 s q f t SH O P # 1 B E L O W 1, 1 4 6 s q f t 7 / A 6 . 1 7 / A 6 . 1 1 / A 8 . 1 3 / A 8 . 1 4/ A 8 . 1 2/ A 8 . 2 1 / A 8 . 2 B B B A A A B 1 1 1 9 9 9 12 12 12 12 12 12 ROOF AREAS SCHEDULE ID RO O F - 0 0 1 ROOF MATERIAL Standing SeamQUANTITY 8 8ROOF AREA 6,988.06 6,988.06 sq ft 3 / 1 2 P I T C H 5/ A 6 . 1 5/ A 6 . 1 8 / A 6 . 1 8 / A 6 . 1 6 / A 6 . 1 6 / A 6 . 1 2/ A 8 . 1 2' - 0 " 2 ' - 0 " 2' - 0 " 2 ' - 0 " 2' - 0 " 2 ' - 0 " 2 ' - 0 " 2' - 0 " 4' - 0 " 4 ' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 4 ' - 0 " 8 2 4 5 6 7 7 7 7 7 5 5 5 444 4 4 4 4 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 2 222 8 EA V E EA V E EA V E EA V E EA V E EA V E E A V E GA B L E G A B L E GENERAL NOTES:A. DIMENSIONS ARE TO FACE OF STUD OR FACE OF EXISTING WALLS UNLESS NOTED OTHERWISE.B. PROVIDE ICE/WATER SHIELD ALONG EAVES (60"), RIDGES (36"), HIPS (36"),AND VALLEYS (36").C. 30# ROOFING FELT OVER ENTIRE SURFACE.D. ALL ROOFING SURFACES SHALL BE CLASS B. KE Y E D N O T E S : (THIS SHEET ONLY) 1 - D R I P E D G E A L O N G E N T I R E P E R I M E T E R , CO L O R A S S E L E C T E D B Y O W N E R . 2 - A L U M I N U M F A S C I A O V E R 2 x 4 S U B - FA S C I A B O A R D W I T H V E N T I L A T E D SO F F I T . C O L O R A S S E L E C T E D B Y OWNER. 3 - C O N T I N U O U S R I D G E V E N T , C O L O R T O MATCH STANDING SEAM STEEL ROOF. 4 - S T A N D I N G S E A M M E T A L R O O F I N G , CO L O R A S S E L E C T E D B Y O W N E R . 5 - P R O P E R L Y F L A S H A N D B O O T PL U M B I N G A N D M E C H A N I C A L PE N E T R A T I O N S . 6 - H A N D F R A M E D C R I C K E T . P R O V I D E VALLEY FLASHINGS AND RIDGE AS REQ'D. 7 - R A I N G U T T E R A N D D O W N S P O U T O V E R DOOR OPENINGS. PROVIDE SPLASH BLOCK AT BASE OR PROVIDE DRAINAGE AWAY FROM STRUCTURE. 8 - S H A D E D A R E A I N D I C A T E S 5 / 8 " T Y P E " X " GYP SECURED TO UNDERSIDE OF ROOFING OSB, SHOULD EXTEND 48" FR O M F I R E W A L L I N T O E A C H OCCUPANCY. 9 - P R O V I D E 1 H O U R R A T E D E X T . W A L L A T EA . S I D E O F F I R E W A L L S E X T E N D I N G 4 ' EA . D I R . A N Y O P E N I N G S T O B E 4 5 M I N . PR O T E C T I V E . 7 / A 6 . 1 7 / A 6 . 1 1 / A 8 . 1 3 / A 8 . 1 4/ A 8 . 1 2/ A 8 . 2 1 / A 8 . 2 3 / 1 2 P I T C H 3 / 1 2 P I T C H 3 / 1 2 P I T C H 3/ 1 2 P I T C H 3 / 1 2 P I T C H 3 3 9 9 9 9 9 9 RI D G E H I P G A B L E G A B L E G A B L E G A B L E G A B L E G A B L E G A B L E RI D G E NO R T H 04 ' 8 ' 1 6 ' SE C O N D F L O O R P L A N 1 A2 . 2 1/ 8 " = 1 ' - 0 " NO R T H 04 ' 8 ' 1 6 ' RO O F P L A N 2 A2 . 2 1/ 8 " = 1 ' - 0 " 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021A4.1RCP & ROOF PLAN FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A. D : \ D r o p b o x \ J H S A r c h i t e c t s \ P R O J E C T S \ S T R O N G S H E D \ S t r o n g S h e d V 2 4 . p l n W e d n e s d a y , O c t o b e r 2 7 , 2 0 2 1 1 : 4 9 P M b y i w o m a c k 5 21 PRINTED: OP E N T O A B O V E OP E N T O A B O V E CE I L I N G S Y M B O L L E G E N D : SUPPLY AIR GRILLE RETURN AIR GRILLE SUPPLY AIR GRILLE RETURN AIR GRILLE EXIST. SUPPLY AIR GRILLE REF. MECH. DWGS.EXIST. RETURN AIR GRILLE REF. MECH. DWGS. EX I S T I N G L I G H T FI X T U R E I N E X I S T I N G LA Y - I N C E I L I N G 2' x 4 ' A C T 2' x 4 ' L I G H T F I X T U R E 2' x 2 ' L I G H T F I X T U R E 2' x 2 ' T E G U L A R A C T EXIST. SUPPLY AIR GRILLE EXIST. RETURN AIR GRILLE FIRE SPRINKLER HEAD EXISTING SPEAKER SNEXISTING NURSE CALL PULL STATION ON CEILING RE C E S S E D O R S U R F . MT D . L I G H T F I X T U R E SU R F A C E M T D . LI G H T F I X T U R E NE W A C O U S . T I L E OV E R S U S P . G Y P . B D . 8'-0"CEILING HEIGHT GY P S U M B O A R D FIRE/SMOKE DETECTORSD SD SD SD SD 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 8' - 0 " 10 ' - 2 " 10 ' - 2 " 10 ' - 2 " 10 ' - 2 " 8' - 0 " 10 ' - 2 " OP E N SL O P E D SL O P E D ME T A L S O F F I T BA T H . 39 s q f t M. B A T H 81 s q f t KI T C H E N 20 8 s q f t LA U N . 57 s q f t LI V I N G R O O M 24 3 s q f t M. B E D R O O M 19 6 s q f t M. C L . 71 s q f t BA T H . 76 s q f t BR E A K R M . 13 5 s q f t MU D R M . 68 s q f t SH O P # 2 2, 3 5 8 s q f t OF F I C E 31 1 s q f t ME C H . 34 s q f t ST R S 38 s q f t HA L L 46 s q f t PO R C H 36 0 s q f t CL . 11 s q f t ST G E . 18 s q f t SH O P # 1 1, 1 8 0 s q f t ST G E . 19 s q f t 8' - 0 " C L G . H T . 8' - 0 " C L G . H T . 8' - 0 " C L G . H T . 8 ' - 0 " C L G . H T . 8' - 0 " 8' - 0 " 8' - 0 " 19 ' - 5 " C L G . H T . 19 ' - 5 " C L G . H T . SDSD SD SD SD SD SD 8' - 0 " C L G . H T . 8' - 0 " 8' - 0 " BA T H . 64 s q f t BE D 1 17 7 s q f t BE D 2 15 0 s q f t BE D 3 17 9 s q f t FA M . R O O M 36 5 s q f t CL . 17 s q f t CL . 19 s q f t CL . 14 s q f t CL . 12 s q f t CL . 6 s q f t CL . 4 s q f t ST O R A G E 60 4 s q f t SH O P # 2 B E L O W 2, 3 1 7 s q f t ST R S 70 s q f t SH O P # 1 B E L O W 1, 1 4 6 s q f t NO R T H 04 ' 8 ' 1 6 ' MA I N F L O O R R E F L E C T E D C E I L I N G P L A N 1 A4 . 1 1/ 8 " = 1 ' - 0 " NO R T H 04 ' 8 ' 1 6 ' SE C O N D F L O O R R E F L E C T E D C E I L I N G P L A N 2 A4 . 1 1/ 8 " = 1 ' - 0 " 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021A6.1ELEVATIONS FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A. D : \ D r o p b o x \ J H S A r c h i t e c t s \ P R O J E C T S \ S T R O N G S H E D \ S t r o n g S h e d V 2 4 . p l n W e d n e s d a y , O c t o b e r 2 7 , 2 0 2 1 1 : 5 5 P M b y i w o m a c k 6 21 PRINTED: 12 3 3 4 5 6 8 9 1 2 1 1 3 2 4 5 55 5 5 5 8 8 8 12 3 1 234 5 6 7 8 9 1 2 2 2 3 3 4 5 5 5 5 5 5 8 8 2 34 12 3123123123 12 3 34 5 6 78 9 12 1 2 2 2 3 3 4 4 5 5 8 12 3 12 3 12 3 12 3 12 3 12 3 .O . F . ) .O . W . ) AI N F L R ) SE C . F L R ) Da t u m ) Da t u m ) 34 5 6 78 912 1 2 2 3 3 3 4 4 5 555 12 3 12 3 12 3 12 3 3 ' - 0 " 6 1 / 8 " 1' - 0 " 3 4 6 7 9 10 11 121 2 14 15 1 1 12 12 3 12 3 12 3 12 3 12 3 11"61/2"3'-0" 1 ' - 4 1 / 8 " 1 0 " 8 ' - 1 1 / 8 " 1 ' - 0 5 / 8 " 8 ' - 1 1 / 8 " 3 4 5 6 7 9 10 11 12121415161 1 1 2 2 3 3 4 12 14KEYED NOTES: (SECTIONS ONLY)1 - 2x6 AT 16" O.C., INSULATED TO R-22,SHEATHING PER ENG., WEATHER BARRIER AT EXT, SIDING AS SELECTED BY OWNER.2 - STANDING SEAM ROOF SYSTEM 3 - CONTINUOUS DRIP EDGE, COLOR MATCH TO ROOF SYSTEM.4 - METAL FASCIA & VENTED SOFFIT.COLOR AS SELECTED BY OWNER.5 - 3 1/2" METAL WRAPED TRIM AT WINDOW/DOOR OPENINGS,CONTRASTING COLOR AS SELECTED BY OWNER.6 - TIMBER COLUMN, FINISH COLOR AND SHEEN AS SELECTED BY OWNER.7 - TIMBER BRACE & RAFTERS, COLOR AND SHEEN AS SELECTED BY OWNER.8 - RAIN GUTTER AND DOWNSPOUT SECURED TO STRUCTURE PER MFR REQ'MT. COLOR AS SELECTED BY OWNER.9 - CONCRETE PORCH CAP, SLOPE AWAY FROM STRUCTURE. PROVIDE DECORATIVE EDGE AND CONCRETE STEPS TO GRADE AS REQUIRED.VERIFY LOCATION WITH OWNER.10 - CONCRETE SLAB OVER 4" GRAVEL FILL AND 6 MIL. VAPOR BARRIER.11 - COMPACTED FILL OR UNDISTURBED SOIL.12 - FOUNDATION WALL, FOOTER BELOW FROST LINE (36" TYP.), SEE ENG. DWGS.13 - CONDITIONED CRAWLSPACE, 6 MIL VAPOR BARRIER WITH TAPED SEAMS,R-13 MIN. INSULATION.14 - FLOOR FRAMING PER ENGINEER REQ'MT. SEE ENG. DWGS. PROVIDE R-30 INSUL. AT FLOOR PERIMETER.15 - PREFABRICATED TRUSSES, R-42 INSULATION.16 - FIRE WALL TO BE CONTINUOUS TO ROOF DECK, 5/8" TYPE "X" GYP TO EXTEND 48" AT EA. SIDE OF FIRE WALL. 12 3 12 3 12 3 12 3 12 3 4 ' - 1 1 / 2 " 1 ' - 0 5 / 8 " 8 ' - 1 1 / 8 " 1 ' - 0 5 / 8 " 8 ' - 1 1 / 8 " 11 " 7 3 / 8 " 6 ' - 8 " 3 ' - 0 " 3 4 6 9 11 12 1 2 13 1415 1 1 1 2 2 3 4 4 4 12 13 14 12 3 5 ' - 1 0 1 / 8 " 8 ' - 1 1 / 8 " 1 ' - 0 5 / 8 " 8 ' - 1 1 / 8 " 1 0 ' - 3 1 / 4 " 1 ' - 0 5 / 8 " 8 ' - 1 1 / 8 " 1 9 ' - 5 " 1 ' - 0 " 1 8 ' - 5 " 8 ' - 4 " 7 1 / 4 " 4' - 0 " 4' - 0 " 4' - 0 " 4' - 0 " 3 6 9 10 11 12 1 2 13 14 15 17 1 3 4 4 4 4 12 12 12 13 14 14 15 17 16 16 GENERAL NOTES: (SECTIONS ONLY)A. DIMENSIONS ARE TO FACE OF STUD OR FACE OF EXISTING WALLS UNLESS NOTED OTHERWISE.B. PROVIDE EXPANSION JOINT AT EDGE OF SLAB, AND CONTROL JOINTS AS SPECIFIED BY S T R U C T U R A L E N G I N E E R .GENERAL NOTES: (ELEV. ONLY)A. DIMENSIONS ARE TO FACE OF STUD OR FACE OF EXISTING WALLS UNLESS NOTED OTHERWISE.KEYED NOTES: (ELEVATIONS ONLY)1 - 2x6 AT 16" O.C., INSULATED TO R-22,SHEATHING PER ENG., WEATHER BARRIER AT EXT, SIDING AS SELECTED BY OWNER.2 - STANDING SEAM ROOF SYSTEM 3 - CONTINUOUS DRIP EDGE, COLOR MATCH TO ROOF SYSTEM.4 - METAL FASCIA & VENTED SOFFIT.COLOR AS SELECTED BY OWNER.5 - 3 1/2" METAL WRAPED TRIM AT WINDOW/DOOR OPENINGS,CONTRASTING COLOR AS SELECTED BY OWNER.6 - TIMBER COLUMN, FINISH COLOR AND SHEEN AS SELECTED BY OWNER.7 - TIMBER BRACE & RAFTERS, COLOR AND SHEEN AS SELECTED BY OWNER.8 - RAIN GUTTER AND DOWNSPOUT SECURED TO STRUCTURE PER MFR REQ'MT. COLOR AS SELECTED BY OWNER.9 - CONCRETE PORCH CAP, SLOP AWAY FROM STRUCTURE. PROVIDE DECORATIVE EDGE AND CONCRETE STEPS TO GRADE AS REQUIRED.VERIFY LOCATION WITH OWNER.R RE A R E L E V A T I O N 3 A6 . 1 1/ 8 " = 1 ' - 0 " 04 ' 8 ' 1 6 ' FR O N T E L E V A T I O N 1 A6 . 1 1/ 8 " = 1 ' - 0 " 04 ' 8 ' 1 6 ' LE F T E L E V A T I O N 2 A6 . 1 1/ 8 " = 1 ' - 0 " 04' 8 ' 1 6 ' RI G H T E L E V A T I O N 4 A6 . 1 1/ 8 " = 1 ' - 0 " 04' 8 ' 1 6 ' BU I L D I N G S E C T I O N D 6 A6 . 1 1/ 8 " = 1 ' - 0 " BU I L D I N G S E C T I O N C 8 A6 . 1 1/ 8 " = 1 ' - 0 " BU I L D I N G S E C T I O N B 7 A6 . 1 1/ 8 " = 1 ' - 0 " BU I L D I N G S E C T I O N A 5 A6 . 1 1/ 8 " = 1 ' - 0 " 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021A8.1WALL SECTIONS FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A. D : \ D r o p b o x \ J H S A r c h i t e c t s \ P R O J E C T S \ S T R O N G S H E D \ S t r o n g S h e d V 2 4 . p l n W e d n e s d a y , O c t o b e r 2 7 , 2 0 2 1 1 : 5 8 P M b y i w o m a c k 7 21 PRINTED: EM E N T / F O U N D A T I O N S -5 ' - 2 1/ 8 " MA I N F L O O R 0" SE C O N D F L O O R 9' - 1 3/ 4 " R- 4 9 I N S U L A T I O N ST A N D I N G S E A M M E T A L R O O F SY S T E M , C O L O R P E R O W N E R . SE E R O O F P L A N F O R RO O F I N G F E L T A N D IC E / W A T E R B A R R I E R R E Q ' M T S RO O F S H E A T H I N G , S E E E N G . DW G S . F O R P A N E L F A S T E N I N G . CO N T I N U O U S D R I P E D G E ST E E L F A S C I A O V E R S U B FA S C I A B O A R D , C O L O R P E R OW N E R . VE N T E D S O F F I T , C O L O R P E R OW N E R . EX T E R I O R S I D I N G T R I M A S OC C U R S , I N S T A L L P E R M F R DE T A I L S , T Y P . SI D I N G A S S E L E C T E D , C O L O R PE R O W N E R . ST E E L W R A P P E D WI N D O W / D O O R T R I M . EX T E R I O R W I N D O W S Y S T E M A S SE L E C T E D B Y O W N E R . WE A T H E R B A R R I E R O V E R O S B SH E A T H I N G . S E E E N G . D W G S . FO R F A S T E N I N G R E Q ' M T S . ST E E L W R A P P E D WI N D O W / D O O R T R I M . EX T E R I O R W I N D O W S Y S T E M A S SE L E C T E D B Y O W N E R . ST E E L W R A P P E D WI N D O W / D O O R T R I M . EX T E R I O R S I D I N G T R I M A S OC C U R S , I N S T A L L P E R M F R DE T A I L S , T Y P . FU L L Y I N S U L A T E C A V I T Y . SE C U R E B U M P O U T F R A M I N G TO E X T E R I O R S H E A T H I N G . FU L L Y I N S U L A T E D C A V I T Y . 2x 1 2 J A M B E X T E N S I O N A T WI N D O W T O P & B O T T O M . (2 ) 2 x 1 2 O R L V L H E A D E R I N FL O O R F R A M I N G C A V I T Y . SE C U R E B U M P O U T F R A M I N G TO E X T E R I O R S H E A T H I N G . SE C U R E B U M P O U T F R A M I N G TO E X T E R I O R S H E A T H I N G . VE N T E D S O F F I T , C O L O R P E R OW N E R . 2x 1 2 J A M B E X T E N S I O N A T WI N D O W T O P & B O T T O M . 2x 1 2 J A M B E X T E N S I O N A T WI N D O W T O P & B O T T O M . 2x 1 2 J A M B E X T E N S I O N A T WI N D O W T O P & B O T T O M . SI D I N G A S S E L E C T E D , C O L O R PE R O W N E R . WE A T H E R B A R R I E R O V E R O S B , SE E E N G . D W G S . F O R FA S T E N I N G R E Q ' M T S . FL O O R F R A M I N G P E R EN G I N E E R . P. T . S I L L P L A T E O V E R S I L L SE A L A T F O U N D A T I O N PE R I M E T E R , T Y P I C A L . PR O V I D E R - 3 0 I N S U L A T I O N A T FL O O R C A V I T Y E D G E S . 5/ 8 " x 1 0 " J - B O L T , 7 " EM B E D M E N T , 3 " S Q U A R E WA S H E R A T 4 8 " O . C . , T Y P . (3 ) M I N . # 4 B A R H O R I Z . CO N T I N U O U S , W I T H # 4 B A R VE R T S A T 2 4 " O . C . T Y P . FO O T I N G B E L O W 3 6 " GY P C I E L I N G IN S U L A T I O N BA F F E L A T E A . CA V I T Y T O EN S U R E VE N T I L A T I O N HE A D E R P E R EN G I N E E R , TY P I C A L . WI N D O W / D O O R JA M B & T R I M A S SE L E C T E D P E R OW N E R . 2X 6 A T 1 6 " O . C . TY P . E X T . W A L L FR A M I N G , IN S U L A T E T O R - 22 M I N . FL O O R F I N I S H E S AS S E L E C T E D B Y OW N E R . R- 3 0 I N S U L A T I O N AT F L O O R PE R I M E T E R FL O O R F R A M I N G PE R E N G . GY P . B D . C L G . WI N D O W / D O O R JA M B & T R I M A S SE L E C T E D P E R OW N E R . CO U N T E R T O P T O EX T E N D I N T O BU M P O U T A N D T O IN S T A L L E D WI N D O W . CO U N T E R T O P CA S E W O R K A S OC C U R S . FL O O R F R A M I N G PE R E N G . SH E A T I N G P E R EN G . SH E A T I N G P E R EN G . FL O O R F I N I S H E S AS S E L E C T E D B Y OW N E R . IN S U L A T E CR A W L S P A C E WA L L T O R - 1 3 MI N . P R O V I D E VA P O R B A R R I E R . PO N Y W A L L BE Y O N D 6 M I L V A P O R BA R R I E R T O EX T E N D 6 " M I N . UP W A L L A N D B E SE C U R E D . T A P E AL L S E A M S . FN D N D A M P PR O O F I N G T O CO M P L Y W I T H I B C 18 0 5 . -9 4 ' - 9 7 / 8 " 10 0 ' - 0 " 10 9 ' - 1 3 / 4 " BA S E M E N T / F O U N D A T I O N S -5 ' - 2 1/ 8 " MA I N F L O O R 0" SE C O N D F L O O R 9' - 1 3/ 4 " IN S U L A T I O N BA F F E L A T E A . TR U S S C A V I T Y T O AL L O W A T T I C VE N T I L A T I O N . ST A N D I N G S E A M R O O F I N G SY S T E M . SE E R O O F P L A N F O R UN D E R L A Y M E N T R E Q ' M T S SE E E N G . D W G S F O R FA S T E N I N G R E Q ' M T S CO N T I N U O U S D R I P E D G E SU B F A S C I A B O A R D ST E E L F A S C I A VE N T E D S O F F I T RA I N G U T T E R A N D DO W N S P O U T A S O C C U R S BE Y O N D . EX T E R I O R S I D I N G A S SE L E C T E D B Y O W N E R . WE A T H E R B A R R I E R , LA P P E D A N D T A P E D P E R MF R R E Q ' M T S . OS B S H E A T H I N G , S E E E N G . DW G S . F O R F A S T E N I N G RE Q ' M T S . IN S U L A T I O N I N W A L L C A V I T Y TO R - 2 2 M I N . RO O F F L A S H I N G A L O N G TI M B E R A W N I N G . ZE E C L O S U R E A S R E Q ' D ST A N D I N G S E A M R O O F SY S T E M . RO U G H S A W N T I M B E R SQ U A S H B L O C K I N G BE T W E E N T I M B E R R A F T E R S . TI M B E R R A F T E R UN D E R L A Y M E N T O V E R DE C O R A T I V E T & G SH E A T H I N G , T Y P I C A L . CO N T I N U O U S D R I P E D G E TI M B E R H E A D E R S E C U R E D TO I N S I D E E D G E O F T I M B E R AN G L E B R A C E S W I T H 1 / 2 " LA G S A S I N D I C A T E D TI M B E R A N G L E B R A C E 2X 1 2 B L O C K I N G I N W A L L FR A M I N G C A V I T Y A S R E Q ' D . SE C U R E A N G L E T I M B E R T O WA L L S H E A T H I N G A S R E Q ' D P. T . S I L L P L A T E O V E R S E A L SE A L A N T . CO N T I N U O U S D R I P E D G E AN D S T A R T E R S T R I P A S RE Q ' D P E R S I D I N G S Y S T E M . 5/ 8 " x 1 0 " A N C H O R B O L T A T 4' O . C . W I T H 7 " E M B E D M E N T AN D 3 " S Q U A R E W A S H E R S . RE I N F O R C M E N T P E R EN G I N E E R R E Q ' M T . 8" C O N C R E T E W A L L BA C K F I L L A S R E Q ' D FO O T I N G B E L O W L O C A L FR O S T O V E R U N D I S T U R B E D SO I L . R- 4 9 R O O F IN S U L A T I O N . PR E F A B R O O F TR U S S E S A S OC C U R . GY P . B D . PA I N T E D . SH E A T H I N G A N D FA S T E N I N G RE Q ' M T S P E R EN G . PR O V I D E R - 3 0 IN S U L . A T W A L L PE R I M E T E R . GY P . B D . C I E L I N G . 2x 6 A T 1 6 " O . C . TY P I C A L W A L L FR A M I N G . 2x 6 A T 1 6 " O . C . TY P I C A L W A L L FR A M I N G . AS P H A L T I C EX P A N S I O N J O I N T AT S L A B PE R I M E T E R 4" C O N C . S L A B OV E R 4 " G R A V E L BE D . 6 M I L . V A P O R BA R R I E R U N D E R EN T I R E S L A B SU R F A C E . L A P SE A M S A N D TA P E . 2" x 2 4 " x C O N T . IN S U L A T I O N AL O N G FO U N D A T I O N PE R I M E T E R . CO M P A C T E D F I L L OR U N D I S T U R B E D SO I L . -9 4 ' - 9 7 / 8 " 10 0 ' - 0 " 10 9 ' - 1 3 / 4 " BA S E M E N T / F O U N D A T I O N S -5 ' - 2 1/ 8 " MA I N F L O O R 0" SE C O N D F L O O R 9' - 1 3/ 4 " ST A N D I N G S E A M ST E E L R O O F I N G SY S T E M . SE E R O O F P L A N FO R UN D E R L A Y M E N T RE Q ' M T S SH E A T H I N G P E R EN G . R E Q ' M T S . CO N T . D R I P E D G E ST E E L F A S C I A SU B F A S C I A BO A R D T O MA T C H R O O F FR A M I N G . VE N T I L A T E D SO F F I T ST E E L W R A P P E D GA N G B E A M P E R EN G . R E Q ' M T . 8x 8 R O U G H S A W N DO U G F I R T I M B E R CO L U M N . SI M P S O N P O S T BA S E SL O P E D CO N C R E T E S L A B GR A V E L B E D UN D E R S L A B DR O P I N P O S T AN C H O R DE C O R A T I V E ED G E S L A B GR A D E T O SL O P E A W A Y FR O M ST R U C T U R E 6 " I N FI R S T 1 0 ' RE I N F O R C E M E N T PE R E N G I N E E R CO M P A C T E D F I L L FO O T I N G O N UN D I S T U R B E D SO I L . LU M B E R RA F T E R S P E R EN G I N E E R . -9 4 ' - 9 7 / 8 " 10 0 ' - 0 " 10 9 ' - 1 3 / 4 " BASEMENT/FOUNDATIONS -5'-2 1/8"MAIN FLOOR 0"SECOND FLOOR 9'-1 3/4"6"2 HOUR FIREWALL,UL301 (2) LAYERS OF 5/8" TYPE "X"GYP., 2x6 FRAMING,AND (2) LAYERS OF 5/8" TYPE "X" GYP.FLOOR FINISHES AS SELECTED BY OWNER.R-30 INSULATION AT FLOOR PERIMETER (2) LAYERS 5/8"TYPE "X" IN EACH JOIST CAVITY.5/8" TYPE "X"GYP. BD. CLG.,FIRETAPED &PAINTED FLOOR FRAMING PER ENG.SHEATING PER ENG.SHEATING PER ENG.FLOOR FINISHES AS SELECTED BY OWNER.INSULATE CRAWLSPACE WALL TO R-13 MIN. PROVIDE VAPOR BARRIER.6 MIL VAPOR BARRIER TO EXTEND 6" MIN.UP WALL AND BE SECURED. TAPE ALL SEAMS.R-49 INSULATION (2) LAYERS 5/8"TYPE "X" IN EACH JOIST CAVITY.R-49 ROOF INSULATION.PREFAB ROOF TRUSSES AS OCCUR.GYP. BD.PAINTED.SHEATHING AND FASTENING REQ'MTS PER ENG.5/8" TYPE "X"GYP. BD. CLG.,FIRETAPED &PAINTED2 HOUR FIREWALL (UL 301)ASPHALTIC EXPANSION JOINT AT SLAB PERIMETER 4" CONC. SLAB OVER 4" GRAVEL BED.6 MIL. VAPOR BARRIER UNDER ENTIRE SLAB SURFACE. LAP SEAMS AND TAPE.2"x24"xCONT.INSULATION ALONG FOUNDATION PERIMETER.COMPACTED FILL OR UNDISTURBED SOIL.(2) LAYERS OF 5/8" TYPE "X"GYP. CONTINUOUS TO ROOF SHEATHING.5/8" TYPE "X"GYP TO EXTEND HORIZONTALLY 4'FROM FIRE WALL.(2) LAYERS OF 5/8" TYPE "X"GYP. CONTINUOUS TO ROOF SHEATHING.5/8" TYPE "X"GYP TO EXTEND HORIZONTALLY 4'FROM FIRE WALL.GYP. BD.PAINTED.FLOOR FRAMING PER ENGINEER 2 HOUR FIREWALL (UL 301)FLOOR FRAMING PER ENGINEER SHEATHING PER ENGINEERPREFAB ROOF TRUSSES AS OCCUR.PREFAB ROOF TRUSSES AS OCCUR.FNDN DAMP PROOFING TO COMPLY WITH IBC 1805.4'-0" OF 5/8" TYPE "X" GYP.4'-0" OF 5/8"TYPE "X" GYP.-94'-9 7/8"100'-0"109'-1 3/4"JOIST HANGER PER ENGINEER RIM JOIST PER ENGINEER JOIST HANGER PER ENGINEERRIM JOIST PER ENGINEER WA L L S E C T I O N 0 1 1 A8 . 1 3/ 4 " = 1 ' - 0 " WA L L S E C T I O N 0 3 3 A8 . 1 3/ 4 " = 1 ' - 0 " WA L L S E C T I O N 0 2 2 A8 . 1 3/ 4 " = 1 ' - 0 " WALL SECTION 04 4 A8.1 3/4" = 1'-0" 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021A8.2WALL SECTIONS FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A. D : \ D r o p b o x \ J H S A r c h i t e c t s \ P R O J E C T S \ S T R O N G S H E D \ S t r o n g S h e d V 2 4 . p l n W e d n e s d a y , O c t o b e r 2 7 , 2 0 2 1 1 : 5 9 P M b y i w o m a c k 8 21 PRINTED: R- 4 9 I N S U L A T I O N ST A N D I N G S E A M M E T A L R O O F SY S T E M , C O L O R P E R O W N E R . SE E R O O F P L A N F O R RO O F I N G F E L T A N D IC E / W A T E R B A R R I E R R E Q ' M T S RO O F S H E A T H I N G , S E E E N G . DW G S . F O R P A N E L F A S T E N I N G . CO N T I N U O U S D R I P E D G E ST E E L F A S C I A O V E R S U B FA S C I A B O A R D , C O L O R P E R OW N E R . VE N T E D S O F F I T , C O L O R P E R OW N E R . SI D I N G A S S E L E C T E D , C O L O R PE R O W N E R . GY P C I E L I N G IN S U L A T I O N BA F F E L A T E A . CA V I T Y T O EN S U R E VE N T I L A T I O N HE A D E R P E R EN G I N E E R , TY P I C A L . RA I N G U T T E R A N D DO W N S P O U T . DO O R S P R I N G AN C H O R B O A R D AT E A . O . H . DO O R . WE A T H E R ST R I P I N G AR O U N D E A . DO O R . T Y P . IN S U L A T E D S T E E L OV E R H E A D DO O R . DO O R T R A C K . ST E E L W R A P P E D DO O R J A M B ST E E L W R A P P E D DO O R T R I M ST E E L W R A P P E D DO O R J A M B RU B B E R D O O R SE A L . 4" C O N C . S L A B OV E R 4 " G R A V E L BE D . 6 M I L . V A P O R BA R R I E R U N D E R EN T I R E S L A B SU R F A C E . L A P SE A M S A N D TA P E . 2" x 2 4 " x C O N T . IN S U L A T I O N AL O N G FO U N D A T I O N PE R I M E T E R . CO M P A C T E D F I L L OR U N D I S T U R B E D SO I L . 4" C O N C R E T E A P R O N , S E E SI T E P L A N F O R L O C A T I O N 4" G R A V E L B E D 8" C O N C R E T E W A L L BA C K F I L L A S R E Q ' D FO O T I N G B E L O W L O C A L FR O S T O V E R U N D I S T U R B E D SO I L . AS P H A L T I C E X P A N S I O N JO I N T . -9 4 ' - 9 7 / 8 " 11 7 ' - 2 7 / 8 " 97 ' - 9 7 / 8 " TO P O F S L A B TO P P L A T E TO P O F E X T . F T G S . 4' - 0 " 1 0 " 4 ' - 0 " UN D I S T U R B E D SO I L O R CO M P A C T E D FI L L . 4" G R A V E L DR A I N A G E B E D . 6 M I L . V A P O R BA R R I E R 4" C O N C R E T E S L A B RE I N F O R C E M E N T P E R E N G . SH O V E L F O O T I N G , RE I N F O R C E M E N T A N D S I Z E PE R E N G I N E E R . P. T . S I L L P L A T E 2 H O U R F I R E W A L L ( U 3 9 5 ) FI R E B L O C K I N G A T 1 0 ' PR E F A B T R U S S E S A S OC C U R PR E F A B T R U S S E S A S OC C U R -9 4 ' - 9 7 / 8 " 11 7 ' - 2 7 / 8 " 97 ' - 9 7 / 8 " TO P O F S L A B TO P P L A T E TO P O F E X T . F T G S . PR E F A B T R U S S E S A S OC C U R PR E F A B T R U S S E S A S OC C U R (2 ) L A Y E R S O F 5 / 8 " T Y P E "X " C O N T I N U O U S T O R O O F DE C K . R- 4 9 I N S U L A T I O N 5/ 8 " T Y P E " X " T O E X T E N D FR O M F I R E W A L L 4 8 " WA L L S E C T I O N 0 6 1 A8 . 2 3/ 4 " = 1 ' - 0 " WA L L S E C T I O N 0 5 2 A8 . 2 3/ 4 " = 1 ' - 0 " 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021A9.1DOOR & WINDOW SCHEDULES FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A. D : \ D r o p b o x \ J H S A r c h i t e c t s \ P R O J E C T S \ S T R O N G S H E D \ S t r o n g S h e d V 2 4 . p l n W e d n e s d a y , O c t o b e r 2 7 , 2 0 2 1 1 : 5 9 P M b y i w o m a c k 9 21 PRINTED:DOOR SCHEDULE RO O M MA I N F L O O R , SE C O N D F L O O R , ID 1 1 2 3 3 4 5 5 5 5 5 5 6 6 6 6 6 6 6 7 7 5 6 6 6 6 6 6 6 6 7 7 7 QT Y 2 3 2 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 37 OP E N S T O SH O P # 1 SH O P # 2 LI V I N G R O O M OF F I C E SH O P # 2 MU D R M . BR E A K R M . KI T C H E N M. B E D R O O M MU D R M . OF F I C E SH O P # 2 BA T H . BA T H . KI T C H E N M. B A T H M. B E D R O O M M. B E D R O O M M. C L . KI T C H E N OF F I C E ST O R A G E <U n d e f i n e d > BA T H . BA T H . BE D 1 BE D 2 BE D 3 FA M . R O O M FA M . R O O M BE D 1 BE D 2 BE D 3 OP E N S F R O M OU T S I D E OU T S I D E PO R C H OU T S I D E SH O P # 2 MU D R M . SH O P # 1 MU D R M . LA U N . LA U N . SH O P # 1 SH O P # 2 BR E A K R M . HA L L CL . M. B E D R O O M HA L L ST R S M. B E D R O O M ST G E . ME C H . SH O P # 1 B E L O W ST R S CL . FA M . R O O M FA M . R O O M FA M . R O O M FA M . R O O M CL . CL . CL . CL . CL . WIDTH 12'-0"12'-0"3'-0"3'-0"3'-0"3'-0"3'-0"2'-8"2'-8"2'-8"3'-0"3'-0"3'-0"2'-8"2'-8"2'-8"2'-8"2'-8"2'-8"5'-0"6'-0"3'-0"2'-8"2'-0"2'-8"2'-8"2'-8"2'-8"1'-6"2'-8"6'-0"6'-0"6'-0"HEIGHT 14'-0"14'-0"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"6'-8"MANUFACTURER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNER PER OWNERCODE12141214306830683068306830682868286828683068306830682868286828682868286828685068606830682868206828682868286828681668286860686068 6068NOTES/REMARKS INSULATED OVERHEAD DOOR INSULATED OVERHEAD DOOR INSULATED EXTERIOR DOOR INSULATED EXT. DOOR INSULATED EXT. DOOR 90 MIN. FIRE RATING, SPRING HINGES INSULATED EXT. DOOR POCKET DOOR POCKET DOOR POCKET DOOR INSULATED EXT. DOOR INSULATED EXT. DOOR FRENCH STYLE FRENCH STYLE INSULATED EXT. DOOR FRENCH STYLE FRENCH STYLE FRENCH STYLE WINDOW SCHEDULE RO O M MA I N F L O O R , SE C O N D F L O O R , ID A A A A B A A B B B QT Y 1 1 2 2 1 1 2 1 1 2 OP E N S F R O M M. B E D R O O M OF F I C E LI V I N G R O O M SH O P # 2 <U n d e f i n e d > FA M . R O O M BE D 2 <U n d e f i n e d > BE D 1 FA M . R O O M OP E N S T O OU T S I D E OU T S I D E PO R C H SH O P # 2 KI T C H E N OU T S I D E OU T S I D E BE D 3 <U n d e f i n e d > <U n d e f i n e d > WI D T H 6' - 0 " 6' - 0 " 6' - 0 " 6' - 0 " 3' - 0 " 6' - 0 " 6' - 0 " 3' - 0 " 3' - 0 " 3' - 0 " HEIGHT 4'-0"4'-0"4'-0"4'-0"5'-0"4'-0"4'-0"5'-0"5'-0"5'-0"MANUFACTURER AMSCO AMSCO AMSCO AMSCO AMSCO AMSCO AMSCO AMSCO AMSCO AMSCOCODE604060406040604030506040604030503050 3050OPERATIONDBL SINGLE HUNG DBL SINGLE HUNG DBL SINGLE HUNG DBL SINGLE HUNG SINGLE HUNG DBL SINGLE HUNG DBL SINGLE HUNG SINGLE HUNG SINGLE HUNG SINGLE HUNGNOTES/REMARKS Egress Egress Egress Egress Egress Egress Egress Egress Egress Egress 6 ' - 8 " 6' - 0 " 4 ' - 0 " FL O O R 6 ' - 8 " 3' - 0 " 5 ' - 0 " FL O O R WD W I D : AB QU A N T I T Y : 95 12 ' - 0 " 1 4 ' - 0 " 3' - 0 " 6 ' - 8 " 3' - 0 " 6 ' - 8 " 3' - 0 " 6 ' - 8 " 2' - 8 " 6 ' - 8 " VA R I E S 6 ' - 8 " VA R I E S 6 ' - 8 " DO O R I D : 12 3 4 5 6 7 QU A N T I T Y : 52 2 1 7 1 5 5 WI N D O W L E G E N D N. T . S . DO O R L E G E N D N. T . S . 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021A10.1INTERIOR ELEVATIONS FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A. D : \ D r o p b o x \ J H S A r c h i t e c t s \ P R O J E C T S \ S T R O N G S H E D \ S t r o n g S h e d V 2 4 . p l n W e d n e s d a y , O c t o b e r 2 7 , 2 0 2 1 1 : 5 9 P M b y i w o m a c k 10 21 PRINTED:BREAK ROOM NE 4 A10.1 1/2" = 1'-0" BR E A K R O O M N W 3 A1 0 . 1 1/ 2 " = 1 ' - 0 " BR E A K R O O M S E 1 A1 0 . 1 1/ 2 " = 1 ' - 0 " BR E A K R O O M S W 2 A1 0 . 1 1/ 2 " = 1 ' - 0 " 1/ 2 B A T H S E 5 A1 0 . 1 1/ 2 " = 1 ' - 0 " JA N I T O R I A L N W 6 A1 0 . 1 1/ 2 " = 1 ' - 0 " SH O P B A T H R O O M N o r t h e a s t N E 11 A1 0 . 1 1/2" = 1'-0" SH O P B A T H R O O M N o r t h w e s t N W 10 A1 0 . 1 1/ 2 " = 1 ' - 0 " SH O P B A T H R O O M S o u t h w e s t S W 9 A1 0 . 1 1/ 2 " = 1 ' - 0 " BR E A K R O O M S W 8 A1 0 . 1 1/ 2 " = 1 ' - 0 " EX E C U T I V E W A S H R O O M S E 7 A1 0 . 1 1/ 2 " = 1 ' - 0 " 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021FOUNDATION PLAN FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.PRINTED:S1.1 11 21REINFORCEMENT NOTE:ENSURE ONE #4 BAR IN TO P 6" OF FOUNDATION WALL. 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021FIRST FLOOR FRAMING FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.PRINTED:S2.1 12 21 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021SECOND FLOOR FRAMING FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.PRINTED:S2.2 13 21 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021MAIN FLOOR WALL FRAMING FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.PRINTED:S3.1 14 21 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021SECOND FLOOR WALL FRAMING PLANS FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.PRINTED:S3.2 15 21 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021ROOF FRAMING PLAN FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.PRINTED:S4.1 16 21 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021DETAILSFILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.PRINTED:S5.1 17 21 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021DETAILSFILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.PRINTED:S5.2 18 21 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021M1MEP PLAN FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A. D : \ D r o p b o x \ J H S A r c h i t e c t s \ P R O J E C T S \ S T R O N G S H E D \ S t r o n g S h e d V 2 4 . p l n W e d n e s d a y , O c t o b e r 2 7 , 2 0 2 1 2 : 0 2 P M b y i w o m a c k 19 21 PRINTED:UPDWREF W DRF UP BA S E M E N T M E C H A N I C A L P L A N 1 M1 1/ 8 " = 1 ' - 0 " MA I N F L O O R M E C H A N I C A L P L A N 2 M1 1/ 8 " = 1 ' - 0 " SE C O N D F L O O R M E C H A N I C A L P L A N 3 M1 1/ 8 " = 1 ' - 0 " MECHANICAL DESIGN NOTE: (THIS SHEET ONLY)A. THESE BACKGROUND DRAWINGS ARE PROVIDED TO ALLOW MECHANICAL LAYOUT BY CONTRACTOR FOR SUBMITTAL FOR APPROVAL BY OWNER AND/OR STATE PERMIT. THE PRESSENCE OF THESE DRAWINGS IN THIS SET DOES NOT INDICATE THAT JHS ARCHITECTS APPROVES OR PARTICIPATED IN THE DESIGN OF THE SYSTEM.B. MECHANICAL SYSTEMS TO BE DESIGN BUILD BY QUALIFIED CONTRACTOR OR LICENSED ENGINEER.B. ENSURE THAT MECHANICAL PENETRATIONS THROUGH FIREWALLS ARE EQUIPPED WI TH APPROVED DAMPERS AS REQ'D.C. COORDINATE WITH FRAMING CREWS TO ENSURE MECHANICAL CHASES AND ROOMS ARE ADEQUATE AND PROPERLY PREPARED FOR INSTALLATION.D. ENSURE THAT MECHANICAL SYSTEMS ARE IN COMPLIANCE WITH LOCAL AND STATE CODE. 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021E1.1LIGHTING PLAN FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A. D : \ D r o p b o x \ J H S A r c h i t e c t s \ P R O J E C T S \ S T R O N G S H E D \ S t r o n g S h e d V 2 4 . p l n W e d n e s d a y , O c t o b e r 2 7 , 2 0 2 1 2 : 0 7 P M b y i w o m a c k 20 21 PRINTED:A A WP C P J S T K S 3S 4S MS JS CHIMEdb SD CORECESSED CEILING LIGHT FIXTURE, WATERPROOFRECESSED CAN ADJUSTABLE LENSE (ROUND)WALL-MOUNTED SWING-ARM LIGHT FIXTURE EXHAUST FANLIBRARY LIGHTTRACK LIGHT EXTERIOR WALL-MOUNTED LIGHT 3-WAY SWITCHSPEAKER MOTION SENSOR SWITCH DOOR JAMB SWITCHCEILING FAN W/ LIGHTSMONO POINT LIGHT J BOXFLUORESCENT LIGHT IN WALL EXHAUST FANLIGHTING LEGEND TOE KICK CABINET LIGHT THERMOSTATCHANDELIER, BACKING REQUIRED PENDANT LIGHT FIXTURE PUCK LIGHT FIXTURE TABLE LAMP OR FLOOR LAMP DOOR BELL DOOR BELL CHIMEAUTOMATIC GARAGE DOOR OPENER AND LIGHT SINGLE POLE SWITCH 4-WAY SWITCHRECESSED CAN LINE VOLTAGE (SQUARE)WALL-MOUNTED LIGHT FIXTURE SMOKE DETECTOR- DIRECT WIRED W/ BATTERY BACKUPINCANDESCENT STRIP LIGHTING UNDER CABINET KEYPADSURFACE-MOUNTED CEILING LIGHT FIXTURE RECESSED CAN LINE VOLTAGE (ROUND)RECESSED CAN ADJUSTABLE LENSE (SQUARE)RECESSED CAN LOW VOLTAGE (SQUARE)RECESSED CAN LOW VOLTAGE (ROUND)WALL-MOUNTED STEP LIGHT CARBON MONOXIDE DETECTOR - DIRECT WIRED W/ BATTERY BACKUP WIRINGUP DW W OP E N T O A B O V E OP E N T O A B O V E OPEN BA T H . 39 s q f t M. B A T H 81 s q f t KI T C H E N 20 8 s q f t LA U N . 57 s q f t LIVING ROOM 243 sq ft M. BEDROOM 196 sq ftM. CL.71 sq ft BA T H . 76 s q f t BR E A K R M . 13 5 s q f t MU D R M . 68 s q f t SH O P # 2 2, 3 5 8 s q f t OF F I C E 31 1 s q f t ME C H . 34 s q f t STRS 38 sq ft HA L L 46 s q f t PORCH 360 sq ft CL . 11 s q f t ST G E . 18 s q f t SH O P # 1 1, 1 8 0 s q f t ST G E . 19 s q f t UP 8'-0" CLG. HT. 8' - 0 " C L G . H T . 8' - 0 " C L G . H T . 8 ' - 0 " C L G . H T . 8'-0" 8' - 0 " 8' - 0 " 19 ' - 5 " C L G . H T . 19 ' - 5 " C L G . H T . 8' - 0 " C L G . H T . 8'-0" 8' - 0 " BA T H . 64 s q f t BE D 1 17 7 s q f t BED 2 150 sq ft BE D 3 17 9 s q f t FAM. ROOM 365 sq ft CL . 17 s q f t CL . 19 s q f t CL . 14 s q f t CL.12 sq ft CL . 6 s q f t CL . 4 s q f t ST O R A G E 60 4 s q f t SH O P # 2 B E L O W 2, 3 1 7 s q f t STRS 70 sq ft SH O P # 1 B E L O W 1, 1 4 6 s q f t BA S E M E N T L I G H T I N G P L A N 1 E1 . 1 1/ 8 " = 1 ' - 0 " MA I N F L O O R L I G H T I N G P L A N 2 E1 . 1 1/ 8 " = 1 ' - 0 " SE C O N D F L O O R L I G H T I N G P L A N 3 E1 . 1 1/ 8 " = 1 ' - 0 " NOTE: EXIT LIGHTING AND EXIT SIGNS SHALL COMPLY WITH IBC SECTION 1008 AND 1013. 10/21 2118STRONG SHED BUILDING Strong Shed V24.pln 10/26/2021TBD W 3800 S IUW10/27/2021E2.1BASEMENT ELECTRICAL PLAN FILE NAME:UPDATE:DRAWN BY:JOB NO.DATE:REVISIONS:OFDRAWING NO.COPYRIGHT 2021 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A.POCATELLO, ID 83204 125 N. GARFIELD AVE.208-232-1223 208-232-1226 JENSEN•HAYES•SHROPSHIRE ARCHITECTS, P.A. D : \ D r o p b o x \ J H S A r c h i t e c t s \ P R O J E C T S \ S T R O N G S H E D \ S t r o n g S h e d V 2 4 . p l n W e d n e s d a y , O c t o b e r 2 7 , 2 0 2 1 2 : 1 2 P M b y i w o m a c k 21 21 PRINTED:CAT 6 WP GFI 220 TBDUSBCATEGORY 6 OUTLET (ETHERNET)220v OUTLET1/2 SWITCHED 110v DUPLEX OUTLET DEDICATED OUTLETTELEPHONE LINE GROUND FAULT IN TERRUPTED OUTLETELECTRICAL LEGEND 110v DUPLEX OUTLETCABLE AIR SWITCH 110v FLOOR OUTLET LOCATION T.B.D.WATER PROOF 110v DUPLEX OUTLET110v DUPLEX OUTLET & 1 USB PLUG)WIRING 8'-0" CLG. HT. 8' - 0 " C L G . H T . 8' - 0 " C L G . H T . 8 ' - 0 " C L G . H T . 8'-0" 8' - 0 " 8' - 0 " 19 ' - 5 " C L G . H T . 19 ' - 5 " C L G . H T . 8' - 0 " C L G . H T . 8'-0" 8' - 0 " BA T H . 64 s q f t BE D 1 17 7 s q f t BED 2 150 sq ft BE D 3 17 9 s q f t FAM. ROOM 365 sq ft CL . 17 s q f t CL . 19 s q f t CL . 14 s q f t CL.12 sq ft CL . 6 s q f t CL . 4 s q f t ST O R A G E 60 4 s q f t SH O P # 2 B E L O W 2, 3 1 7 s q f t STRS 70 sq ft SH O P # 1 B E L O W 1, 1 4 6 s q f t UP R E F DR F OP E N T O A B O V E OP E N T O A B O V E OPEN BA T H . 39 s q f t M. B A T H 81 s q f t KI T C H E N 20 8 s q f t LA U N . 57 s q f t LIVING ROOM 243 sq ft M. BEDROOM 196 sq ftM. CL.71 sq ft BA T H . 76 s q f t BR E A K R M . 13 5 s q f t MU D R M . 68 s q f t SH O P # 2 2, 3 5 8 s q f t OF F I C E 31 1 s q f t ME C H . 34 s q f t STRS 38 sq ft HA L L 46 s q f t PORCH 360 sq ft CL . 11 s q f t ST G E . 18 s q f t SH O P # 1 1, 1 8 0 s q f t ST G E . 19 s q f t UP BA S E M E N T E L E C T R I C A L P L A N 1 E2 . 1 1/ 8 " = 1 ' - 0 " SE C O N D F L O O R E L E C T R I C A L P L A N 3 E2 . 1 1/ 8 " = 1 ' - 0 " MA I N F L O O R E L E C T R I C A L P L A N 2 E2 . 1 1/ 8 " = 1 ' - 0 "