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9/ <br />2 <br />3 <br />/ <br />2 <br />0 <br />2 <br />4 <br /> <br />1 <br />2 <br />: <br />4 <br />6 <br /> <br />P <br />M <br />MO <br />O <br />N <br />S <br />H <br />O <br />T <br />CO <br />N <br />S <br />U <br />L <br />T <br />A <br />N <br />C <br />Y <br />.c <br />o <br />m <br />PR <br />E <br />M <br />I <br />U <br />M <br /> <br />D <br />E <br />S <br />I <br />G <br />N <br /> <br />S <br />E <br />R <br />V <br />I <br />C <br />E <br />S <br />IR <br />V <br />I <br />N <br />E <br /> <br />| <br /> <br />C <br />A <br /> <br />| <br /> <br />7 <br />1 <br />4 <br /> <br /> <br />5 <br />2 <br />0 <br /> <br />1 <br />2 <br />4 <br />3 <br />SHEET #: <br />SEAL: <br />PR <br />O <br />J <br />E <br />C <br />T <br /> <br />AD <br />D <br />R <br />E <br />S <br />S <br />: <br />20 <br />2 <br />3 <br /> <br />E <br />. <br /> <br />F <br />R <br />U <br />I <br />T <br /> <br />S <br />T <br />SA <br />N <br />T <br />A <br /> <br />A <br />N <br />A <br />, <br /> <br />C <br />A <br /> <br />9 <br />2 <br />7 <br />0 <br />1 <br />RESTRICTIVE NOTICE: <br />THE RECIPIENT <br />ACKNOWLEDGES THAT <br />INFORMATION, PLANS, <br />SPECIFICATIONS, AND DESIGNS <br />CONTAINED IN THESE <br />DRAWINGS ARE THE <br />CONFIDENTIAL PROPERTY OF <br />MOONSHOT CONSULTANCY LLC <br />AND THE CONTENTS SHALL NOT <br />BE DISCLOSED TO OTHERS, <br />USED OR REPRODUCED IN <br />WHOLE OR IN PART FOR ANY <br />PURPOSE WITHOUT THE PRIOR <br />WRITTEN CONSENT OF <br />MOONSHOT CONSULTANCY LLC. <br />SH <br />E <br />E <br />T <br /> <br />N <br />A <br />M <br />E <br />: <br />D <br />DE <br />T <br />A <br />I <br />L <br />S <br />GYPBOARD <br />METAL <br />CORNER <br />STUCCO <br />FINISH <br />DOOR / WINDOW HEAD & JAM & SILL <br />HEADER / <br />SILL / JACK <br />STUD <br />SEALANT <br />BETWEEN <br />FLANGE & <br />MOISTOP <br />BUILDING <br />PAPER <br />"MOISTOP" <br />FLASHING <br />6" LAP <br />INSULATION <br />SHIMS <br />HEADER SPANS ROOF & CEILING LOADS ONLY <br />SPECIES: DOUGLAS FIR-LARCH - GRADE #2 OR BETTER <br />SIZE QTY EXTERIOR [CBC §2308.4.1.1(1)]INTERIOR [CBC §2308.4.11(2)] <br />36'-0"24'-0"12'-0"36'-0"24'-0"12'-0" <br />2" x 4"x2 2' - 7" (1)3' - 1" (1)4' - 0" (1)2' - 4" (1)2' - 10" (1)4' - 1" (1) <br />2" x 6" <br />x1 2' - 7" (2)3' - 1" (2)4' - 0" (1) <br />x2 3' - 10" (1)4' - 7" (1)6' - 0" (1)3' - 6" (1)4' - 4" (1)6' - 1" (1) <br />2" x 8" <br />x1 3' - 3" (2)3' - 11" (2)5' - 1" (2) <br />x2 4' - 10" (2)5' - 9" (1)7' - 7" (1)4' - 5" (2)5' - 5" (1)7' - 9" (1) <br />x3 6' - 1" (1)7' - 3" (1)9' - 5" (1)5-' - 7" (1)6' - 10" (1)9' - 8" (1) <br />2" x 10" <br />x1 3' - 11" (2)4' - 8" (2)6' - 0" (2) <br />x2 5' - 9" (2)6' - 10" (2)9' - 0" (1)5' - 3" (2)6' - 6" (2)9' - 2" (1) <br />x3 7' - 3" (2)8' - 7" (1)11' - 3" (1)6' - 7" (2)8' - 1" (1)11' - 5" (1) <br />2" x 12" <br />x1 4' - 7" (3)5' - 5" (2)7' - 1" (2) <br />x2 6' - 10" (2)8' - 1" (2)10' - 7" (2)6' - 3" (2)7' - 7" (2)10' - 9" (1) <br />x3 8' - 6" (2)10' - 1" (2)13' - 2" (1)7' - 9" (2)9' - 6" (2)13' - 6" (1) <br />*JACK STUDS MAY BE SUBSTITUTED FOR SIMPSON STRONG-TIE HEADER <br />HANGERS (MODELS: HH4 & HH6) PROVIDED THE LOAD IS ALLOWABLE PER <br />TABLE #6 - UES EVALUATION REPORT: #112. <br />*HEADER PER PLANS <br />*ALT: SIMP HH4 OR HH6 <br />FOR WINDOWS: <br />DOUBLE SILL PLATE ON 2"x4" CRIPPLE <br />STUDS @ EACH END & @16"O.C. <br />16GA GALVANIZED TIE. <br />6" LAP. (8)10D EA SIDE <br />OF NOTCH [CRC R602.6] <br />2x PT SILL <br />16"OC UNO <br />KI <br />N <br />G <br /> <br />S <br />T <br />U <br />D <br /> <br />P <br />E <br />R <br /> <br />P <br />L <br />A <br />N <br />S <br />*JACK TO KING STUD <br />92 <br />5 8" <br />P <br />R <br />E <br />- <br />C <br />U <br />T <br /> <br />S <br />T <br />U <br />D <br />S <br />97 <br />1 8" <br />T <br />O <br />P <br /> <br />O <br />F <br /> <br />W <br />A <br />L <br />L <br />1/2" WOOD <br />STRUCTURAL PLY <br />DRIP SCREED <br />(PER R703.7.2.1) <br />x2 LAYERS 10-MIN <br />GRADE-D PAPER <br />(ASTM E2556) <br />17GA THREE-COAT <br />FURRED WIRE <br />3-LAYER STUCCO <br />@ 7/8" THICK <br />2"AFF <br />EXTERIOR STUCCO WALL <br />4"AFG <br />R- <br />1 <br />5 <br /> <br />B <br />A <br />T <br />T <br /> <br />I <br />N <br />S <br />U <br />L <br />A <br />T <br />I <br />O <br />N <br />SCALE:1WALL FRAMING DETAIL (GENERIC)1" = 1'-0" <br />INSTALL 9"-WIDE PAN FLASHING 12" <br />PAST EXTERIOR DOOR / WINDOW <br />CORNERS, CUT AND FOLD UP 6" TO <br />FORM PAN. PATCH CORNERS. APPLY <br />SEALANT ALONG HEAD AND SIDES <br />ONLY. INSTALL DOOR / WINDOW <br />THEN 9"-WIDE SIDE FLASHING 10" <br />PAST CORNERS. COVER WITH <br />PEEL-AND-STICK FLASHING TAPE. <br />INSTALL 9"-WIDE HEAD FLASHING <br />WITH SEAL TAPE TO SHEATHING. <br />TAPE CUTS OVER HEAD FLASHING. <br />*FASTENERS PER <br /> TABLE R602.3(1) OR <br /> MANUFACTURE - #2/T <br />4"x4" OR 3-STUD <br />(CALI CORNER) <br />WA <br />L <br />L <br /> <br />N <br />O <br />T <br />C <br />H <br />I <br />N <br />G <br />: <br />- <br /> <br />2 <br />5 <br />% <br /> <br /> <br />L <br />O <br />A <br />D <br />- <br />B <br />E <br />A <br />R <br />I <br />N <br />G <br />- <br /> <br />4 <br />0 <br />% <br /> <br /> <br />P <br />A <br />R <br />T <br />I <br />T <br />I <br />O <br />N <br />1/2" GYP <br />CEILING <br />5/ <br />8 <br />" <br /> <br />G <br />Y <br />P <br />IN <br />T <br />E <br />R <br />I <br />O <br />R <br />1.5"W - 16 GA TIE <br />EA. SIDE +(6)16D <br />*CENTER <br />BLOCKING <br />@42" & 54" <br />(8) 16D FACE NAIL EA <br />SIDE OF END JOINT <br />(MIN 48" LAP) <br />WA <br />L <br />L <br /> <br />B <br />O <br />R <br />I <br />N <br />G <br />: <br />- <br /> <br />4 <br />0 <br />% <br /> <br /> <br />L <br />O <br />A <br />D <br /> <br />B <br />E <br />A <br />R <br />I <br />N <br />G <br />- <br /> <br />6 <br />0 <br />% <br /> <br /> <br />P <br />A <br />R <br />T <br />I <br />T <br />I <br />O <br />N <br />A <br />B <br />A <br />B <br />SCALE:4SKYLIGHT INSTALLATION DETAIL 1" = 1'-0" <br />SHEATHING <br />VELUX ECL <br />SADDLE FLASHING <br />2 3/8 <br />" <br />- <br />4 <br />" <br />BASIS OF DESIGN: <br />VELUX FCM CURB <br />MOUNTED FIXED <br />SKYLIGHT <br />5"-5 <br />1 <br />/ <br />4 <br />" <br />VELUX ECL <br />SILL FLASHING <br />UNDERLAYMENT <br />VAPOR BARRIER <br />FINISH MATERIAL <br />HEADERS OR BLOCKING <br />AS REQUIRED PER CODE(S) <br />INSULATION - <br />PLACE CAREFULLY <br />AROUND WINDOW <br />VELUX ECL HEAD <br />FLASHING PLACED <br />BETWEEN UNDERLAYMENT <br />SECTION A-A <br />UNDERLAYMENT <br />GENERAL NOTES <br />1.UNDERLAYMENT TO BE FOLDED UP AGAINST ALL CURB SIDES. <br />2.VAPOR BARRIER SHOULD BE USED TO AVOID MOISTURE. <br />3.WRAP CURB IN ADHESIVE UNDERLAYMENT PROVIDED WITH <br />VELUX FLASHING. <br />4.VELUX RECOMMENDS USE OF VELUX TYPE ZOZ 216 ADHESIVE <br />UNDERLAYMENT TO WRAP CURB WHEN NOT USING VELUX <br />FLASHINGS. <br />INSULATIONVAPOR <br />BARRIER FINISH MATERIALSECTION B-B <br />OPTIONAL <br />ACCESSORY <br />TRAY <br />UNDERLAYMENT NOTE 1 & 3 <br />FASTEN TO CURB WITH SCREWS <br />FURNISHED WITH SKYLIGHT <br />BASIS OF DESIGN: VELUX FCM <br />CURB MOUNTED FIXED SKYLIGHT <br />CURB <br />VENTILATION <br />SKYLIGHT <br />CURBFINISH MATERIAL <br />FINISH RAW EDGE OF FINISH MATERIAL TO <br />PROVIDE A MOISTURE BARRIER UTILIZING <br />SEALING TAPE AND/OR ADHESIVE SEALANT <br />SHEATHING <br />VELUX ECL <br />STEP FLASHING <br />UNDERLAYMENT <br />VELUX ECL <br />STEP FLASHING <br />ASPHALT <br />SHINGLE <br />ASPHALT SHINGLE <br />ELEVATION <br />Asphalt <br />shingles <br />ECL <br />FCM <br />SCALE:3ROOF FRAMING DETAIL (GENERIC)1" = 1'-0" <br />24" <br />MAX <br />3/4 <br />D <br />D <br />ALLOWABLE SPANS SPECIES: DOUGLAS FIR-LARCH - GRADE #2 OR BETTER <br />CRC T-R802.4.1(1&2), T-R802.5.1(1&2) & T-R502.3.1(1&2) <br />DL / LL <br />ROOF RAFTERS (TO RIDGE)CEILING JOISTS FLOOR JOISTS <br />L / Δ = 180 L / Δ = 240 L / Δ = 240 L / Δ = 360 <br />SIZE O.C.10 / 20 20 / 20 10 / 20 20 / 20 5 / 10 10 / 20 10 / 30 20 / 30 10 / 40 20 / 40 <br />2" x 4" <br />24"8' - 2"7' - 0"7' - 10"7' - 0"9' - 10"7' - 3" <br />16"9' - 10"8' - 7"8' - 11"8' - 7"11' - 3"8' - 11" <br />12"10' - 10"10' - 0"9' - 10"9' - 10"12' - 5"9' - 10" <br />2" x 6" <br />24"11' - 11"10' - 4"11' - 11"10' - 4"15' - 0"10' - 8"9' - 3"8' - 3"8' - 3"7' - 6" <br />16"14' - 7"12' - 7"14' - 1"12 - 7"17' - 8"13' - 0"10' - 9"10' - 1"9' - 9"9' - 3" <br />12"16' - 10"14' - 7"15' - 6"14' - 7"19' - 6"15' - 0"11' - 10"11' - 8"10' - 9"10' - 8" <br />2" x 8" <br />24"15' - 1"13' - 0"15' - 1"13' - 0"19' - 1"13' - 6"11' - 8"10' - 5"10' - 5"9' - 6" <br />16"18' - 5"16' - 0"18' - 5"16' - 0"23' - 4"16' - 6"14' - 2"12' - 9"12' - 9"11' - 8" <br />12"21' - 4"18' - 5"20' - 5"18' - 5"25' - 8"19' - 1"15' - 7"14' - 9"14' - 2"13' - 6" <br />2" x 10" <br />24"18' - 5"15' - 11"18' - 5"15' - 11"23' - 3"16' - 5"14' - 3"12' - 9"12' - 9"11' - 8" <br />16"22' - 6"19' - 6"22' - 6"19' - 6"26' - 0"20' - 2"17' - 5"15' - 7"15' - 7"14' - 3" <br />12"26' - 0"22' - 6"26' - 0"22' - 6"23' - 3"19' - 10"18' - 0"18' - 0"16' - 5" <br />2" x 12" <br />24"21' - 4"18' - 6"21' - 4"18' - 6"26' - 0"16' - 6"14' - 9"14' - 9"13' - 6" <br />16"26' - 0"22' - 7"26' - 0"22' - 7"20' - 3"18' - 1"18' - 1"16' - 6" <br />12"26' - 0"26' - 0"23' - 4"20' - 11"20' - 11"19' - 1" <br />*JACK STUDS MAY BE SUBSTITUTED FOR SIMPSON STRONG-TIE HEADER HANGERS (MODELS: HH4 & HH6) <br />PROVIDED THE LOAD IS ALLOWABLE PER TABLE #6 - UES EVALUATION REPORT: #112. <br />2x DOUBLE TOP PLATE <br />SIMP H2.5A + 0.131"x2.5" EA FACE <br />2x CEILING JOIST <br />+ R-30 BATT*TOE NAIL <br />*FASTENERS PER TABLE R602.3(1) - #2/T <br />STEP #1 STEP #2 <br />STEP #3 STEP #4 <br />1-1/4" <br />W <br />I <br />D <br />E <br /> <br />2 <br />0 <br />G <br />A <br /> <br />R <br />I <br />D <br />G <br />E <br /> <br />S <br />T <br />R <br />A <br />P <br />*BLOCKING <br />RAFTE <br />R <br />*12" JOIST LAP w/ BLOCKING FOR BEARING <br />RAFTER <br />1"x4" COLLAR TIE @48"O.C. <br />*TOE <br />N <br />A <br />I <br />L <br />*FACE <br /> <br />N <br />A <br />I <br />L <br />(5)16d CO <br />M <br />M <br />O <br />N <br /> <br />N <br />A <br />I <br />L <br />CRC R <br />8 <br />0 <br />2 <br />. <br />5 <br />. <br />2 <br />( <br />1 <br />) <br />2x BLOCKING @16"OC FOR PARTITION <br />BEARING <br />RIDGE <br />BOARD <br />FULL LENGTH 2"x4" STUD <br />ASPHALT SHINGLES <br />(12" STAGGER) <br />#15 ASPHALT FELT (2" LAP) <br />*5/8" CDX PLY <br />(5)16d COMMON NAIL <br />CRC R802.5.2(1) <br />SIMP H3 <br />*TOE NAIL <br />PLATELINE <br />2x RAF <br />T <br />E <br />R <br />SCALE:2FOUNDATION DETAIL (GENERIC)1" = 1'-0" <br />4"[CRC R404.1.6] <br />1' MIN <br />15 MIL VAPOR BARRIER <br />4" SLAB <br />2x PT SILL PLATE <br />1' <br /> <br />M <br />I <br />N <br />22 <br />PERIMETER SLAB <br />OR LANDING <br />MAT SLAB <br />FOOTING <br />(BELOW) <br />GENERAL NOTES <br />A.CONCRETE TO BE 2,500 PSI, OVER 1/2 AGGREGATE, OVER 10 MIL VAPOR BARRIER, UNO. <br />B.CONTINUOUS FOOTINGS UNDER BEARING WALLS, PER CRC T-R403.1(1). <br />C.LAP REBAR 15" MIN. <br />D.FORM RECESS UNDER SHOWER / TUB AREA <br />DETAIL NOTES <br />1.(2) #4 REBAR TOP & BOTTOM OF FOOTING +90DEG CORNER BENDS, UNO. <br />2.HORIZONTAL #4 REBAR @1'-6"OCEW, 3" BELOW SLAB W/ DOBIE BRICKS, UNO. <br />3.5/8"Ø GALV ANCHOR BOLT @4"-12" SHEAR / PT END & @6'-0"OC. EMBED 7". <br />4.EMBED #4 REBAR 10" @16"OC. USE SIMPSON SET-EX EPOXY ICBO# ER5279 INTO (E) SLABS. REBAR TOP <br />& BOTTOM FOR FOOTING TO FOOTING UNION. <br />22 <br />4" OF 1/2" AGGEGATE <br />3" <br />1 <br />1 <br />3 <br />3 <br />4 <br />4 <br />SCALE:5CRICKET ROOF ASSEMBLY DETAIL 1" = 1'-0" <br />FLOOR PLAN: <br />RIGHT ELEVATION: <br />FRONT ELEVATION: <br />(E <br />) <br /> <br />W <br />A <br />L <br />L <br />(E) WALL <br />2"x4" <br />CRICKET <br />RAFTERS <br />2"x4" CRICKET <br />RIDGEBOARD <br />REFER TO ROOF FRAMING DETAIL <br />FOR CONNECTIONS. <br />12" <br />4" <br />12" <br />4" <br />(E) 4:12 PITCH <br />12" <br />1" <br />(E) 4:12 PITCH <br />(E) WALL <br />1: <br />1 <br />2 <br /> <br />P <br />I <br />T <br />C <br />H <br />1: <br />1 <br />2 <br /> <br />P <br />I <br />T <br />C <br />H <br />(E <br />) <br /> <br />4 <br />: <br />1 <br />2 <br /> <br />P <br />I <br />T <br />C <br />H <br />2"x4" CRICKET RAFTERS <br />TOE NAIL TO TOP OF <br />EXISTING RAFTERS <br />SCALE:7ROOF OPENING CONSTRUCTION DETAIL 1" = 1'-0" <br />REATTACHED WITH <br />LIQUID CEMENT. <br />CUT & FOLD BACK <br />UNDERLAYMENT. <br />TOP FLASHING (3RD) <br />BOTTOM FLASHING (1ST) <br />SIDE FLASHING (2ND) <br />BOTTOM FLASHING (1ST) <br />PROVIDE <br />MENDING <br />PLATE <br />EACH SIDE <br />OF FRAME <br />SKYLIGHT TO BE INSTALLED ON TOP <br />OR IN BETWEEN EXISTING RAFTERS. <br />FLOOR <br />AD <br />J <br />A <br />C <br />E <br />N <br />T <br /> <br />U <br />N <br />I <br />T <br /> <br />/ <br /> <br />F <br />I <br />R <br />E <br /> <br />Z <br />O <br />N <br />E <br />SCALE:6FIRE-RATED WALL DETAIL 1" = 1'-0" <br />1.PROVIDE FIRE-RATED WALLS FLOOR TO ROOF AT PARALLEL OR RIGHT ANGLES TO EACH SIDE OF DOUBLE <br />WOOD STUDS W/ TYPE 'W' SCREWS @12"O.C. <br />2.PENETRATIONS OF FIRE-RESISTIVE WALLS, FLOORS & CEILINGS SHALL BE PROTECTED WITH <br />THROUGH-PENETRATION & MEMBRANE-PENETRATION FIRE STOPS. [PER §113 CBC] <br />3.FIRE ASSEMBLIES SHALL COMPLY WITH ASTM E814 OR UL 1479. HILTI #W-L-3320 (OR APPROVED EQUAL). <br />CEILING <br />ROOF <br />ATTIC SPACE <br />1.2"x4" STUD WALL +3.5" SOUND ATTENUATION <br />FIBERGLASS INSULATION. <br />2.EXTERIOR: STUCCO FINISH PER DETAIL #1/D. <br />3.5/8" TYPE X GYPSUM BOARD +LATEX PAINT. <br />4.FLOOR / SILL / WALL / TOP PLATE / BLOCKING <br />MEMBRANE-PENETRATION FIRESTOP SYSTEM. <br />5.1-HOUR PANEL / BLOCKING + TYPE X GYPSUM. <br />6.*DEMISING WALLS: (2) LAYER 5/8" TYPE X GYP. <br />7.*FIRE ZONES: CLASS A COOL ROOF (ESR-2119 <br />CRRC: 1000-0028 - 1000-0031) <br />1 <br />3 <br />2 <br />4 <br />4 <br />4 <br />4 <br />1 <br />5 <br />6 <br />7 <br />4 <br />SCALE:8WALL INFILL CONSTRUCTION DETAIL 1" = 1'-0" <br />(E) HEADER <br />PARTITION WALLS: <br />4.5" SIMP PINS (PDPAWL-287 MG) <br />@24"O.C. & 6" EACH END <br />BEARING WALLS: <br />1/2"Ø ANCHOR BOLT <br />4"-12" EA. END & 6'OC <br />[CRC R403.1.6] <br />4.5" SIMP PINS <br />(PDPAWL-287 MG) <br />@24"O.C. & 6" EACH END <br />2x PT SILL <br />16"OC UNO <br />*JACK TO KING STUD <br />*FASTENERS <br />PER TABLE <br />R602.3(1) - #2/T <br />2023 E Fruit St - <br />10111958511/21/2024