The URL can be used to link to this page

1324 Oleander Ave 18-2941 (A) NEW SFHArchitectural Specification PERMIT # B18005843 General Scope of Nork: REF: CONSTRUCTION PLANS MUST BE DESIGNED 1. MATERIALS AND METHODS OF CONSTRUCTIONS SHALL CONFORM TO THE REQUIREMENT5 ORANGE COUNTY FLORIDA. 2. CON5TRUGTION PLANS MUST BE DESIGNED IN AGGORDANGE NITH THE 2011 FLORIDA BUILDING GODE 6TH EDITION. RESIDENTIAL (RESIDENTIAL 301). 3. SCOPE OF WORK INCLUDES: a) EXCAVATE AND COMPACT SOIL, SET SLAB AND PATIO FORMS, TREAT SOIL FOR TERMITES, INSTALL PLUMBING ROUGH, VAPOR BARRIER & REINFORCING, PLACE AND FINISH CONCRETE. b) INSTALL GMU BLOGK WALL N/LINTELS AND TIE -BEAM, INSTALL REINFORCING, STRAP AND GROUT. c) SET WOOD TRUSSES, INSTALL ROOF SHEATHING, DRY -IN, SHINGLE AND SOFFIT. d) FRAME; NOOD (OR MTL) STUD PARTITIONS, INSTALL INSULATION, ELECTRICAL, PLUMBING AND SHEET ROCK. e) INSTALL DOORS AND NINOON5. f) APPLY STUCCO AND PAINT. GONGRETE & MASONRY FOR 665 NALL5 CONCRETE SLABS, AND FOOTINC75 SEE CONCRETE & MASONRY NOTES HOOD 1. PLYNOOD: APA EXP -1, COX. ROOF SHEATHING: 5/d" (1q/32" MIN). 32/16 SPAN. 2. LUMBER: FURRING & BLOCKING: DOUGLAS FIR -LARCH, HEM -FIR, SOUTHERN PINE, NO.2 OR BETTER, MAX. MOISTURE CONTENT. USE PRE55URE TREATED NHERE NOTED AND OR REQUIRED AND IDENTIFIED PER FBG 2303.1.8.1. 3. FRAMING ANCHORS: SIMPSON GALVANIZED, N/ALL NAILS, 5GREN5 AS SCHEDULED, 4. ANCHOR ADHESIVE: SIMP50N AT AGRYLIG-TIE, 2 COMPONENT, GAT. PA. 61 MOISTURE AND THERMAL PROTECTION 1. INSULATION ATTIC: R-30 MANVILLE KRAFT -FACED THERMAL INSULATION: INSTALL IN AGCOROANGE KITH MANUFACTURER'S RECOMMENDATIONS FOR THE GIVEN CONDITION. 2. INSULATION NALL: R-4 MIN. AT 665 WALLS, INSTALL IN ACCORDANCE KITH MANUFACTURERS RECOMMENDATION. PERFORATED ALUMINUM, SEE PRODUCT APPROVAL 3. ROOF VENTING: 5OFFIT5 - VENTS - EQUAL TO ONEN5 - CORNING 'VENT5URE' 4. CAULKING / SEALANT: GE SILICONE II X5T, (PAINTABLE ) NINOON5 AND DOORS 1. EXTERIOR DOORS 1-3/4" PRE -HUNG, FIBERGLASS OR METAL, IMPACT RATED, FLUSH OR PANEL INSULATED CORE, PRE-FINI5HED, 3 -BUTT HINGES PER DOOR, 36" X 80" SIZE, RAIN -TIGHT NEATHERSTRIPPING AND NEATHER5EAL THRESHOLD, HARONARE : KEYED EXTERIOR LOGKSET. IN ACCORDANCE WITH PRODUCT APPROVAL. 2. SLIDING GLASS DOORS: ALUMINUM IMPACT RATED, UN -REINFORCED, STANDARD STILE & A5TRAGAL 2-1/2" SILL. 3. NINDON5: SINGLE HUNG, VINYL IMPACT RATED, IN5ULATED, 51ZE5 5HONN IN ACCORDANCE EITH PRODUCT APPROVAL. PAINT & FIN15HE5 1. STUCCO GEMENT: HIRE MESH ON 30# MIN FELT UNDERLAYMENT, SGRATGH, BRONN, FIN15H GOATS 3/4" THICK ON CONGRETE BLOCK 1/2" THICK (2) GOAT, TEXTURE FINISH TO MATCH EXISTING HOUSE, - GEMENT SOFFIT -ON EXPANDED METAL LATH 2. SHEET ROCK (GYPSUM) NALL BOARD SHALL BE U.S. GYPSUM OR EQUAL, INSTALL IN ACCORDANCE NITH MANUFA6TURER;5 INSTRUCTIONS. 3. PAINT INTERIOR (2) GOAT5 OF VINYL LATEX 5EM1-61-055 PAINT STUCCO (2) GOATS EXTERIOR LATEX, 4. FLOOR FIN15H A5 5ELEGTED BY ONNER. HVAG MECHANICAL 1. INSTALL NEN HVAG SYSTEM A5 5HONN ON ORANINGS NITH A/C GALG. ALL NORK SHALL COMPLY NITH THE FLORIDA BUILDING GODS 201 -16TH EDITION. MECHANICAL SEE ATTACHED ENERGY GALG. AND DUCT LAYOUT N/ GFM. 2. DUGTS IN GARAGE AND DUCTS PENETRATING THE NALL5 OR CEILINGS SEPERATING THE DNELLINGS FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGA SHEET STEEL, 1" MINIMUM RIGID NONMETALLIC CLA55 0 OR CLASS 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. GUTTING & PATCHING OF ROOF OR NALL 5HALL BE IN AGGOROANGE TO THE ONNER'5 AND AARCHITEGT'S REQUIREMENTS. 4. COORDINATE ALL NORK NITH OTHER TRADES PRIOR TO INSTALLATION TO AVOID ROUTING CONFLICTS. 5. ANCHOR AIR CONDITIONER CONDENSING UNIT TO GONGRETE PAD N/GALV. MIN 16 GA BRAGKET5 OR STRAP5 EACH CORNER / 2-#14 5M5 TO UNIT AND 2-1/4" X 2" TAP CONS TO PAD. 6. PLUMBING: SE=E NOTES AND RISER DIAGRAM SHEET OF _. 1. PROPERLY 015POSE OF ALL D15GARDED MATERIAL AND HASTE PER ONNER AND THE CITY OF APOPKA REQUIREMENTS, 1A. DESIGN OF REINFORCED CONCRETE CONFORMS NITH BUILDING CODE REQUIREMENT5 FOR REINFORCED CONCRETE- A61 318, LATEST EDITION. 2A. CONCRETE SHALL HAVE AN UNGONFINED GOMPRES5IVE STRENGTH OF 3000 PSI AT 28 DAYS. CONCRETE PROTECTION FOR REINFORCING BARS SHALL BE AS FOLLON5: FOOTING 3" CLEAR, BOTTOM AND SIDES, 2" CLEAR, TOP SLABS 3/4" CLEAR, U.N.O. PIERS 1-1/2" CLEAR TO STIRRUPS COLUMNS 1-1/2" CLEAR TO TIES 3A. CONCRETE ANCHOR AND FASTENERS: EXPAN51ON ANCHORS SHALL BE N5 SERIES NEDGE ANCHORS A5 MANUFACTURED BY PHILLIPS RED HEAD, OR HILTI KNIK BOLT A5 MANUFACTURED BY HILLI, INC. OR APPROVED EQUAL. 4A, PRE -CAST U-LINTLE5: ALL "U" TYPE PRE-GAST LINTELS INDICATED ON DRANINGS ARE TO BE PRE-GAST AND/OR PRE-5TRE55ED IN ACCORDANCE NITH 5PAN AND LOAD CAPACITIES AS INDICATED IN "DESIGN MANUAL, BY CA5T-CRETE CORP. (LINTELS SHALL BE BY 6A5T-GRETE OR APPROVED E(2UAL). 5A. REINFORCING STEEL: REINFORCING STEEL 5HALL BE NEW BILLET STEEL GONFORMING TO ASTM A615 -GRADE 60, EXCEPT THAT NEN BILLET STEEL CONFORMING TO A5TM A 615- GRADE 40 MAY BE USED FOR COLUMN TIES AND BEAM STIRRUPS. ALL DETAILING AND AGCE55ORIE5 SHALL CONFORM TO TYPICAL DE -TAILS 5HONN IN THE "MANUALOF STANDARD PRAGTIGE FOR L DETAILING REINFORCED CONCRETE STRUCTURES GT 315, LATEST EDITION'. n ' 6A. ALL 6ONTINOU5 VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATION NALL5, SLABS AND OTHER CONCRETE y SHALL BE LAP-SPLIGED NHERE NECESSARY OR DESIRABLE, BY HIRING TOGETHER IN CONTACT. LENGTH OF ALL LAPS SHALL BE 36 -BAR DIAMETERS OR 25" MINIMUM, NHIGHEVER 15 GREATER (EXCEPT A5 NOTED BY ORANINGS). ALL _ BARS AT END OF GONTINOU5 FOOTING OR BEAMS SHALL BE GONTINOU5 TO FAR SIDES OF INTERSECTING ELEMENTS. 7A. ALL 5LA135 ON GRADE SHALL BE 4" THICK AND REINFORCED NITH 6x6-N1.4xN1.4 N.N.M. UNLESS OTHERNISE NOTED, LAP MESH 1" AT EDGES AND EN05 AND PROVIDE ADDITIONAL REINFORCING WHEN SHONN ON DRAWINGS. PLACE MESH IN CENTER OF SLAB. Q) 8A. M015TURE BARRIER BENEATH FLOOR 5LAB5 SHALL BE 6 MIL POLYETHYLENE. 1A. GONGRETE MASONRY: DESIGN AND COMPRE551VE STRENGTH OF MA50NRY ASSEMBLAGES (FM) OF 2000 PSI MINIMUM TO GIVE A MINIMUM v COMPRESSIVE STRENGTH OF MASONRY ASSEMBLAGE (FM) OF 2000 P51 MINIMUM TO GIVE A MINIMUM == COMPRESSIVE STRENGTH OF MA50NRY ASSEMBLAGE t(FM) OF 1500 P51, UNLE55 NOTED OTHERNISE. o MORTAR 5HALL BE A5TM G 210, TYPE "5" FRESHLY PRE -PARED ADN UNIFORMLY MIXED NITH MINUMUM COMPRE551VE 5TRENGTH OF 1 bOO PSI @ 28 DAYS. GROUT USED IN CONCRETE BLOCKS 5HALL HAVE A MINIMUM GOMPRE551VE STRENGTH OF 3000 PSI @ 28 DAYS. 71 3 MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4'-0" UNLE55 GLEAN OUT OPENINGS ARE PROVIDED AT THE BOTTOM V OF GELLS TO BE FILLED. ALL GROUT SHALL BE PUDDLED NITH GROUT STICK IMMEDIATELY AFTER POURING. Lu FILL ALL CELLS WITH CONCRETE GROUT CONTAINING REINFORCING STEEL. GONTINOU5 INSPECTION ARE REQUIRED FOR ALL MA50NRY NALL CONSTRUCTION. i U Plot Style: - - - - Plot Scale: U_M9:1 Plotted At: UCt. Yb, lb 1 1:5z YM by: UU Last uvea by: UU LQSt aavea Ht: UCL. LO, 10 DESIGN STATEMENT: TH15 STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE NIND LOAD INDIVIDUAL TRU55 DE5EGN DRANIN65 SHON SPECIAL LOADING CONDITIONS: DESIGN PARAMETER: 2017 FLORIDA RESIDENTIAL BUILDING GORE, 6th EDITION BUILDING DESIGN: ENCLOSED ULTIMATE NIND SPEE=D: 140 MPH 3 SECOND GU5T DE516N GODE: FB62014/TP12007 DESIGN PROGRAM: MITEK20/20 S.1 NIND CODE: ASGE 7-10 )ALL HEIGHT) NIND SPEED: 140 MPH ROOF LOAD: 40.0 P5F FLOOR LOAD: N/A P5F RISK CATEGORY: II INTERNAL PRE55URE COEFFICIENT: +/- 0.18 BUILDING MEAN HEIGHT: 15-0" ROOF OVERHANG: 114" ROOF PITCH: 6/12 OCCUPANCY: R3 ONE - FAMILY RESIDENCE CONSTRUCTION: TYPE V UNPROTECTED,UN5PRINKLERED EXT. BRG HALLS - NOOD ENG. HOOD TRUSSES INT NALL5 - NOOD OR METAL STUDS & ORYNALL ASPHALT ARCHITECTURAL SHINGLES AREA TABULATIONS A/C AREA: 1720 56Z. FT. GARAGE AREA: 260 50. FT. TOTAL: 1180 5Q. FT. INDEX OF DRAWINGS A-1 PROJECT INDEX INFORMATION, A-2 FOUNDATION FLAN / DETAIL A-3 FLOOR PLAN A-4 ELEVATIONS, CROSS SECTION A -A, SECTION B -B A-5 ROOF PLA / WALL SECTION /DETAILS A-6 ROOF DETAILS /ROOF PLAN LAYOUT A-7 BUILDING WRAP DETAIL A-3 DETAILS SHEET DETAILS ET E-1 ELECTRICAL PLA S1 SITE PLAN REFERENCE SYMBOLS 2X FRAME WALL 2X FRAME WALL WITH INSULATION 1 1 1' iH��LLL5_�9 2X BEARING WALL WITH STUDS AT 16"O.C. EEFFEFED I I I I I I I I CONCRETE BLOCK WALL �l�llll� BRICK VENEER Dol DOOR NUMBER W� WINDOW NUMBER Rol REMODELING NUMBER DETAIL NUMBER I BUILDING SECTION TAG SHEET NUMBER 4 DETAIL NUMBER SHEET NUMBER - I4 DETAIL KEY MC MEDICINE CABINET ELEVATION D INTERIOR ELEVATION KEY NUMBER VIEW ORIENTATION SOUARr FOOTAGE FIRST FLOOR LIVING AREA 1720 SQ. FT, GARAGE AREA 200 SQ. FT. TOTAL 1980 SQ. FT RECORD COPY REVIEWED FOR CODE COMPLIANCE PLANS EXAMINER -- / 12.. I `K DATE SANIFORD QUI _DINQ UIVISIONI A PERMIT ISSUED SHALL BE CONSTRUED TO BE A L_ ISE TO PROCEED WITH THE WORK AND NOT AS AUTHORI-rY TO VIOLATE, CANCEL, ALTER OR SET ASIDE ANY OF THE PROVISIONS OF THE TECHNICAL CODES, NOR SHALL ISSUANCE OF A PERMIT PREVENT THE BUILDING OFFICIAL FROM THEREAFTER REOUIRING A CORRECTION OF ERRORS IN PLANS. CONSTRUCTION OR VIOLATIONS OF THIS CODE COMPACTION z'EST REQUIRED Results to be Verified at Slab Inspection mII PROJECT N0. 7012018 SHEET A-1 �_ ;i o s c� N CU -1# V 0ujp 4 w uj r Z _G - _ -co w z o 0 CA PROJECT N0. 7012018 SHEET A-1 - _ -co D PROJECT N0. 7012018 SHEET A-1 V) w 0 T `o O L 0 z a 0 a 0 G 0 V) m 0 i a 0 0 0 i At ELEC CABLING SHALL NOT PEN DBL TOP PLAIE 24° W 2x4 FUR FOR ELECTRICAL WIRE CHASE, CE OVER PANEL ELECTRICAL PAP VERIFY LOCATIO _TER ELECTRICAL CHASE 1, 2pj=l -0 ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AI -IU AIR HANDLER UNIT BILK BLOCK CABS CABINETS CL CEILING LIME: CLG CEILING CHR CHAIR RAIL COFF COFFERED COL. COLUMN COMID COMPRESSOR CRN CROWN MOUI...DING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAL DIAGONAL DR DOOR DRY DRYER SPACE DW DISHWASHER EB EYEBROW FL. FLOOR LINE (MAT CHANGE) FLR FLOOR FP FIREPLACE FR FRENCH DOOR F X D FIXED FXT FIXTURE CLS GLASS FIB INOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET" MIR MIRROR MTL METAL UHC OVERHEAD CABS OPNG OPENING OPT OPTIONAL R&S CLOTHES ROD arid SHELF REF REFRIGERATOR SPACE SD SMOKE DETECTOR SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVES (QUANITY) SHWR SHOWER SOAP SOAP DISH TB TOWEL BAR TPH TOILET PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TOB TOP OF BLOCK (CMU) TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNCT WAINSCOT WS WATER SOFTENER WSFI WASHER SPACE -2 DOUBL PLATE TOP PLP CRIPPL STUDS HEADE ALL DETAIL5 AND 5ECTION5 ARE 5HOWN ON THE DRAWINGS AKE INTENDED TO BE TYPICAL AND 5HALL BE CON5TKUFD TO APPLY TO ANY 51MILAK 51TUATION EL5EWAKE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL 15 5HOWN, TRIMM': MANUFACTUKE5 OF ANY PRE-ENGINEERED, PRE -FABRICATED 5Y5TFM OK COMPONENT 5HALL 5UBMIT 5HOP DKAWING5 FOR THE ENGINEER/DE5IGNEK5 APPROVAL PRIOR TO FABRICATION OK ERECTION OF 5Y5TEM/ COMPONENT, THE5E 5HOP DRAWING5 SHALL BE 51GNED AND 5EALED BY A FLORIDA REGISTERED ENGINEER. THE BUILDING 15 DE51GNED IN ACCORDANCE WITH THE LATE5T EDITION OF THE 5TANDARD BUILDING CODE. FOLLOW ALL APPLICABLE PKOV151ON5 FOR ALL PHA5E5 OF CON5TKUCTION. THE 5TKUCTURAL INTEGKITY OF THE COMPLETED 5TKUCTUKE DEPENDS UPON THE INTERACTION Of VARIOUS CONNECTED COMPONENT5 PROVIDE ADEQUATE BRACING, SHORING, AND OTHER TEMPORARY 5UPPORT5 A5 KEQURIED TO SAFELY COMPLETE THE WORK. POUNDATION5: 5PREAD FOOTINGS 5HALL BEAR ON 501L COMPACTED TO DENSITY OF AT LEA5T 95% OF MODIFIED PROCTOR MAXIMUM DENSITY (ASTM D 1 557) THE 501L SHALL BE COMPACTED TO TH15 DEN5ITY TO A DEPTH OF AT LEA5T TWO (2) FEET BELOW TO BOTTOM Of FOOTING. FILL UNDER FLOOK 5LA135 5HALL 5HALL BE COMPACTED TO DEN5ITY OF AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DEN5ITY (A5TM). IT 5HALL BF OWNEK'5 KE5PON51LILITY TO VARIPY 501L BEARING CAPACITY AND 5UB 5UKFACE CONDITION5, PKIOR TO START OF CON5TKUCTION, OWNFK5 GEOTECHNICAL CON5ULTANT MAY KECOMMENED 51TE PREPARATION RFQUIKEMFNT5 THAN L15TED ABOVE. CONTRACTOR 5HALL COORDINATE 501L INVESTIGATION FINDING5 AND 5U55EQUENT KECOMMENDATION5 WITH OVEK AND HIS GEOTECHNICAL CON5ULTANT. Plot Style: — — — — Plot Scale: 0.3869:1 Plotted At: Oct. 25, 18 11:55 PM By: GG Last Saved By: GG Last Saved At: Oct. 25, 18 SOLID FRAMING -HEADER )OUBLE )LATE OP PLA HIM INE URFACI OUBLE FADER FURRINC ELIMINK CRIPPLE WALL caving Area ., 1120 sq rR E1 .-. Ederlor EICimfCes Fret FRAMING-HE�UER DOUBLE 2A CPJPPLESS PIPE L Il ------------- s ELEVATION DBL TOP PLATE PIPE TOP PLATE SIMPSON 'RPS" STRAPS (1 EA PLATE) NOTCH IN DBL TOP PLATE `---SIMPSON RPS PLAN VIEW RPS STRAP DETAIL SIMPSON Ld z z MAX (n MODEL PLATE NOTCH NAILS NO. SIZE WIDTH zW o V) RPS18 2x4 51/2" 12-16d RPS22 2x6 51/2" 16-10d RPS28 2x4 112" 12-16d s w z 0 F a ra N w w It mCi O V m +a - V N 0 C) o Q N N Cq � 0 IDD to n Tt I ' N X M �mw X': o0 i = a a Ld z z (n z_ c� z CJ u7 z ^ Q W coz zW o V) `S U SCALE 1/4„--1'-0" PROJECT NO. 7012018 SHEET 00 O `S U - C- M co w 0 or -- 0 o • w '-`' n z z n_ w Q cn — tw Q� w z < 0 a U 0 SCALE 1/4„--1'-0" PROJECT NO. 7012018 SHEET - C- M co w 0 or -- • n_ — SCALE 1/4„--1'-0" PROJECT NO. 7012018 SHEET o '0 FINISH 5/8" THICK STUCC OVER FRAME WALL (TYP) 1-1 Nil RIGHT ELEVATION E4 1 Z4 �) = 1 1 m ARCH`L COMP SHINGLES LEFT ELEVATIU`N E3 ARCH'L COMP SHINGLES UNE OF INTERIOR-] VAULT 5/8^ THICK STUCCO FINISH OVER FRAME WALL /TYP\ FRONT ELEVATION Ej )-0)) G^ C.V. BAND (1^ PROJ/TYP) 5/8" THICK STUCCO FINISH OVER FRAME WALL (TYP) ARCH'L/CC-1,1? SHINGLES ^ ^ ELEVATION NOTES EXTERIOR WALL FINISHES EXTERIOR WALL FINISH MATERIALS SHALL BE ASI FOLLOWS UNLES" NOTED OTHERWISE 1. FRONT ELEVATION SHALL BE A CEMENTITIOUS VENEER (CV) OF CEMENT BASED PLASTER EXTERIOR FINISH OF TYPE AND FINISH PER BUILDER SPECIFICATIONS. CEMENTITIOUS VENEER BANDING AT DOORS and WINDOWS SHALL BE 6" WIDE W/ V' PROJECTION WHERE SHOWN ON THE DRAWINGS UNLESS NOTED OTHERWISE. ALL DECORA'IIVE CEMENTITIOUS BANDING and ELEMEN 1!-.,3 AS NO -FED ON DRAWINGS SHALL BE INSTALLED OVER RIGID INSULATION DOAF�DS. NO FRIEZE EXCEPT AS NO -FED ON DRAWINGS. 2. SIDE and REAR ELEVATIONS SHALL BE EXIERIOR VERTICAL FIBER -REINFORCED CEMENT SHEET SIDING AND 1x4 TRIM PER BUILDERS SPECIFICATIONS WITH (2') TWO FOOT C.V. WRAP UNLESS NOTED OTHERWISE. 3. PROVIDE CONTROL JOINTS, FLASHIN('', AND FOUNDA110N STOPS/ WEEP SCREEDS IN CEMENTITIOUS VENEER FINISH PER CODE, MANUFACTURER AND INDUSTRY STANDARDS. 4. ALL ROOFING SHALL HE FIBERGLASS SHINGLE 5 UNLESS NOTED OTHERWISE (SHINGLES PER BUILDER SPECIFICATIONS). PROVIDE OFF -RIDGE VENTS AS SHOWN ON DRAWINGS. 5, ALL WINDOW CONFIGURATIONS (MUNTIN PATTERNS, SPACING, ETC) ARE S�-IOWN 0 R GRAPHICAL PURPOSES ONLY! ACTUAL CON--- FIGURA-FIONS MAY VERY PER BUILDER AND MANUFACTURERS SPECIFICAFIONS. 6. SEE DETAILS FOR EAVE, SOFFIT AND WALL CONSTRUCTION. EXTERIOR SHEATHING ON 2X WOOD FRAMING ---` PER BUILDER SPEC|RCAllON�-.l CEMENTlOOU3 VENEER (CV) CEMENT PLASTER FINISH SYSTEM PER BUILDER SPECIFICATIONS. --- FELT BACKED METAL LAll'|, EXTEND FELT OVER - TOP NAILING FLANGE OF STOP/ WEEP SCREED. PVC STOP/ WEEP SCREED SET IN CONT� BED MASTIC AND AND NA|LED TO STRUCTURE. SET CL BOTTOM FLANGE BELOW FIN. FLOOR ELEV. DECORATIVE CEWENll7lDU3 PLASTER - SKIM COAT OR PAINT FOUNDATION WALL TO GRADE. u/ CEWENTlTIOUS VENEER STOP DETAIL ` SECTION A -A- 1 Z4 ))= 1 )-0)? 2X PT SILL PLATE OVER SILL SEAL (SEE ENGINEERING DWGS FOR ANCHORAGE) CAULK AS REQ. I��\ n __1 / 0 � � CL o 01z F- I W i1 T QLQ 7 612" TRUSS LAYOUT PLAN _-/ V V V '\/, 'N,/ V \/ V U _U u V PEREXTERIOR I IDERLSPECIFICTHING ONI( SWOOD FRAMING `I Z4" 1 � - 0 CEMENTITIOUS VENEER (CV) CEMENT PLASTER FINISH SYSTEM PER BUILDER SPECIFICATIONS. J FELT BACKED METAL LATH, EXTEND FELT OVER - 2X PT SILL PLATE TOP NAILING FLANGE OF STOP/ WEEP SCREED. OVER SILL SERI_ PVC STOP/ WEEP SCREED SET IN CONT. BED (SEE ENGINEERING DWCS FOR ANCHORAGE) MASTIC AND NAILED TO STRUCTURE. SET BOTTOM FLANGE BELOW FIN. FLOOR ELEV. r, CAULK AS RECD. FOLD HOUSEWRAP IN AND AROUND JAMBS DOOR FLASHING INSTALLATION DETAILS rlVL JIyIC. ---- f IVB JUUM. V.JVVJ.I f IVLLGu n%- V 1. LJ, IV I I.JV 1 Ivl L y. VV Lua uvtu uy. vu �u urvu vv . 3 Jim ROOF ASSEMBLY (PER FBC 115.2 2010) ROOFING SYSTEM: ASPHALT SHINGLE O'r_R� -iiG_- Ali %E EGD- (4:12 OR GREATER } MATERIALS: FIBERGLASS REINFORCED HVY WT AS?,;4,A! T ROOF SHINGLE W/ ONE LAYER OF UNDERLAYMENT FELT. FASTENING REQ.: FOUR (4) ROOFING `!AILS EACH SHINGLE, PER SHINGLE MANUFACTURERS Y,',RILTE`d SPECIFICATIONS FLASHING REQ.: CORROSION RE S1STASil 181=_7AL FLASHINGS INSTALLED PER DETAILS, SFE SI -IFFY WIND RESISTANCE RATING: 140 MPH OR GREATER, AS PER :ESTI D 3161 (MODIFIED). =p t FIBERGLASS SHINGLE -- ROOFING OVER 15// FELT OVER 7/16" USB OVER PRE -ENG WD — TRUSSES © 24" OC INSULATION BAFFLE --- �- BETWEEN EA TRUSS HURR CLIP © EA TRUSS --- - -- (SEE ENGINEERING DWCS) (2) 2x PLATE //2 SYP AIR INFILTRATION f-- BARRIER ABOVE EXTERIOR FINISH MATERIAL TO PLATE ALUMINUM DRIP OVER P I 1x2 4VEF--l- VINYL FINISHED PT 2x6 FASCIA t VENTED VINYL SOFFIT -- INSTALLED PER MANUF WRITTEN SPECIFICATIONS 7/16" OSB OVER ---._--_"-- 2x SPF STUDS O 16" Oc (SEE STRUCT ENG) FINISH COATING PER BUILDER SPECIFICATIONS OVER PRIMED THREE COAT STUCCO FINISH (]" NOM) OVER GALV MTL LATH W/ 15` FELT OVER APPROVED HOUSEWRAP R-30 BATT/BLOWN INSULATION 1/2" -TYPE "C" or 5/8" GYP BRD CLG 1/2" GYP BRD R-13. BATT INSUL - EXTEND BLDG FELT �- FLi -IOUSE::WRAP OVER FLANGE Ld C) UP � o 1<—SILL SEAL �z r NOTE: INSTALL ALL HOLD EXT SHEATHING VINYL CV ACCESSORIES ABV SLAB (SEE DETAIL) PER MANUF WRITTEN 3\" VINYL WEEP SCREED/STOP ----- C° \ SPECIFICATIONS at CV FINISH (SEE DETAIL) EXTEND FELT AND HOUSEWRAP OVER -----'----2x PT PLA'[ E, SE T FLACK FROM SLAB EDGE, OVER FOAM NAILING FLANGE SILL SEAL (SEE STRUCT DWGS PLASTER SKIM COAT OR FOR ANCHORAGE) PAINTED FOUNDATION WALL FINISH SOD STEP` 4 — y U J <J I =u-III=III=til-lTr�=j=il=(I -11=�f�-p _ - 6 MIL POLYE fHYLENE VAPOR °BARRIER OVER CLEAN 1114 JI — - COMPACTED & TERMITE -v_Iq TREATED SOIL. Q E -- FOUNDATION /FOOTING VARIES (SEE STRUCT DWCS) �I TYP WALL. SECTION 1) V-01) ,a ~\ . . ,.\`;..� STEP` 4 — y U J <J I =u-III=III=til-lTr�=j=il=(I -11=�f�-p _ - 6 MIL POLYE fHYLENE VAPOR °BARRIER OVER CLEAN 1114 JI — - COMPACTED & TERMITE -v_Iq TREATED SOIL. Q E -- FOUNDATION /FOOTING VARIES (SEE STRUCT DWCS) �I TYP WALL. SECTION 1) V-01) z Z: 0 0 ~\ . . ,.\`;..� INSTALL 6" WIDE 0 SELF -ADHERING MEMBRANE\\ FLASHING OVERLAPPING ... ..'.'.. U DOOR FRAME U v) 1' EXTEND SELF -ADHERING MIN . MEMBRANE FLASHING 1" Ocn . MIN BEYOND JAMB FLASHING ........`.``:`.`.� O o 0 z � N n °D SEE DOOR DETAILS FOR - FINISH/TRIM DETAILS �� `..,;`... ...... X70 M z Z: 0 0 1/400-11-01) PROJECT N0. N.T.S. 7012018 SHEET A-5_ 0 .® U U v) 0 co N Ocn O o 0 z � N n °D - w N X70 M m W 3:60 Z 3 n: a 1/400-11-01) PROJECT N0. N.T.S. 7012018 SHEET A-5_ n 0 CV W O M 0 a v 0 ar Q) z / 1n 0 z v 0 c 0 D O 3 V) M O a 0 Q Q a / CID /.1 D PLACE SHINGLES €° \ OVER SAVE AND RAKE EUGES TO PROVIDE DRIP LDGL �:}: A_ONG RAKES, CEMENT ,•:::;; - 2" MIN SIDE LAP ALONG RAKE PLACE DRIP EDGE `:;:;;;;;;;;;;;;;;;};;;.;;;.;;,; SHINGLES TO UNDERLAYMENT ON TOP OF UNDERLAYMENTt'^ ir:r: i'r r:F .. / '•;:::�'•::�:::::vr.::.:::�•:}::'•; �'•::,. AND F_ACFi OTHER IN A �:?:a:r::i'r:if 'ib::::}:i •• 36" WIDE UNDERLAYMENT INSTALLED 4" WIDrI1 OF ASPHALT WITHOUT WRINKLES. ENOUGH ROOF CEMENT rSE ONLY ENUUG1 •'':::. �:::::: :..:. I .................. "" NAILS TO HOLD UNDERLAYMENT IN PLACE UNTIL COVERED BY SHINGLES NON -CORRODING ......_,._..._..... / / MTL EAVE DRIP TRAM 6,•--7" FROM-. END OF FIRST SHINGLE TRIM TADS FROM ALL STARTER COURSE SHINGLES 4LL SHEATHING CTE RIOR FINISH /ER AIR INFILTRATION NRRIER ( SEE DETAIL) z METAL FLASHING NON -CORRODING STARTER COURSE PLACEMENT 1/2 — 1 METAL DRIP EDGE ' — 0" ;��-� ` (NAIL TO ROOF DECK C- NOT 'HALL SHEATHING) �.� 4" PAIN END _AP _ PLACE SHINGLES I ' CCAPSi-IIJNGLE - DO NOT NAIL ::•?- CLOSE TOGETHER 1� r r BUT DO NOT CROWD LlSTALL/ITH ROOT CEMENT ALONG RAKES, CEMENT ALONG EAVES PLACE UNDERLAYMENT SHINGLES TO UNDERLAYMENT ON TOP OF METAL DRIP EDGE AND EACH OTHER IN A 4" WID"1"11 OF ASPHALTROOF CE'.,t "i T UNDERLAYMENT 1z 2" -- 1 PLASTIC ROOF CEMENT �. i SHINGLE 4:12 or GREATER SLOPE �...----------------_.- ----....--- NON -CORRODING MI'L EAVE DRIP a cel I i SHINGLE NAILING 3"= 1'-0" A. 3" Plumbing vent - 6" above roof and 10'° from corner Sanitary Cross or Double sanitary tee --� Lavortory trap arm: 1 1/2' if nor longer than 42"; 1 " if no longer than five feet. --�. 311 sanitary tee with 2" inlet PLACE SHINGLES OVER EAVE AND RAKE EDGES TO PROVIDE DRIP EDGE r FIRST COURSE PLACEMENT 1/2 1'-0" WALL 'FLASH I N G 3"= 1 '- 0" Sink trap arm 1 1 if no longer than if no longer than o � I � I I /41� Two-way cleanout extended to grade 2" outside building. Use same materials as in building. Fittings are combination wye and bends. Bath Plumbing Tub trap: 1 1/2" if no 2" if no longer than fi 4" x3" closed bend SECTION B -B 1 Z4"= 1'-0" I riot 5ry1e: ---- rioi Jc01e: v.JDOy: l rioueU HG VCC. Lv, 10 !I -;UL MM Dy: VV LU,I )UVtlU Dy. vv LUJI JUVUU M: t.L. z O F a. V) 0 '33�I R-317 BATT INSULATION FIBERGLASS SHINGLE ROOFING OVER 1 15# FELT OVER 7/16" OSB I OVER PRE—ENG WD _ ...(SEE - f I-RUSSES @24" OC E_EV) -- INSULATION BAFFLE BETWEEN EA TRUSS E HURR CLIP a EA I_RUSS (SEE ENGINEERING DWGS) LL (2) 2x PLATE rr SYP ~�_.--- ® AIR INFILTRATION U BARRIER ABOVE EXTERIOR zF_ FINISH MATERIAL TO PLATE Cl MTL EAVE DRIP OVER • ALUM FINISHED FASCIA / LL 0 I-- 1x2 OVER 2x6 SUB—FASCIA GYP BRD CLG O VENTED VINYL SOFFIT -0 INSTALLED PER MANUF O o V) SPECIFICATIONS ------.-VINYL J CHANNEL \" GYP BRD- -- --.. FRIEZE SOME LOCATIONS R-11/19 BATT INSUL-- =� AS SHOWN ON THE ` rn DRAWINGS N TITIOUS VENEERCEM EN -' X (CV) CEMENT PLASTER 0.. EXTERIOR FINISH OVER ?� z .X FELT BACKED METAL . LATH PER BUILDER I SPECIFICATIONS L,; 7/16" OSB SHEATHING OVER 2x #2 SPF STUDS @ 16" OC ARCHITECTURAL 1 "" = V-0 --5 WALL SECTION 01" Q SECTION B -B 1 Z4"= 1'-0" I riot 5ry1e: ---- rioi Jc01e: v.JDOy: l rioueU HG VCC. Lv, 10 !I -;UL MM Dy: VV LU,I )UVtlU Dy. vv LUJI JUVUU M: t.L. z O F a. V) 0 '33�I 1/4"-1'-0" PROJECT NO. 7012018 SHEET S ii I Ul A -6- 0 E LL -011 U zF_ (J • LL 0 I-- N O M -0 O o V) N C7 eD rn N X 0.. ?� z .X x CL IL I I L,; a- z VOW 01" Q c z c7Ld =wa �c� i 0 0 0 LJ o W 0 UJI W S Q U 0 1/4"-1'-0" PROJECT NO. 7012018 SHEET S ii I Ul A -6- LL -011 • LL 0 I-- 0 1/4"-1'-0" PROJECT NO. 7012018 SHEET S ii I Ul A -6- CUT HOUSEWRAP AT 45- ANGLE MODIFIED "I" CUT HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSE OVER SHEATHING STUD WALL. INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVER NAILING FLANGE JAMBS EXTEND MEMBRAI` FLASHING MIN 1" SILL FLEXIBLE FL, ■ mw� ■ ■ EMPORARILY OLD -UP & SEC OUSEWRAP (OR UCK FLAP UNDI t HEAD FOLD HOUSEWR AT JAMBS & S SLOPE SILL R.0 INSTALL SELF -AD v1EMBRAr =LASHINC MAILING -]EAD XTEN D SELF-— AD VIEMBRAI` 1" MIN B FLASHING vw ■ ONE= ■ ®e■ WINDOW FLASKING INSTALLATION DETAILS Plot Style: — — — — Plot Scale: 0.3869:1 Plotted At: Oct. 26, 18 12:04 AM By: GG Last Saved By: GG Lost Saved At: Oct. 25, 18 AI...IGN FLASHING W/ IN 1-. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE (CAP NAII STAPLES) IF REC BY FLASHING M INSTALL 0" WIDE:: FLEXIBLE MEMBR, at SILL. EXTEND FLASHIN( FOLD HOUSEWRAP & TAPE DIAGONAL. & ACROSS HEAD C WINDOW d APPLY �" NOM. ;ONTIN000S BEAD Or >EALANT AT JAME35 �I aND HEAD or APPL *� 0 BACK OF WIND DW 1AILING FLANGE 1"! .INE W/ 'RE -PUNCHED )R SLOTS. i x. INSTALL WINDOW PLUMB, LEVEL AN SQUARE PER MANUFACTURERS WRITTEN INSTRUCTIONS NOTE: 1, WINDOW INSTALLATION AND FLASHING DETAILS ARE CONSISTENT WITH ASTM 2112 METHOD A--1 EXCEPT SELF -ADHERING MEM13RANE FLASHINGS ARE USED 2. IT IS THE INSTALLATION CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 3. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. --SEAL.. WINDOW FRAME TO INSIDE OF R.O. W/ SEALANT AT SILL AND A MIN 12" UP BOTH JAMBS k. TO FORM A BACK DAM. SEAL BALANCE OF FRAME k WITH SEALANT OR NUN -EXPANDING FOAM k (PROVIDE BACKER ROD E WHERE REQUIRED) N SELF -ADHERING FLEXIBLE FLASHING at SILL, FLUSH TO INTERIOR FRAMING. INTERIOR VIEW VENEER (SEE ELEV.) 4"x5' 26 GAUGE GALV. ALUMN. FLASHING W/ 11" ELECTRO GALV. ROOFING NAILS c@ 4" Q.C. W/ ALL WEATHER PLASTIC ROOF CEMENT ABV. & BLW. FLASHING -- --� SHINGLES—� FELT PAPER ROOF SHEATHING TRUSS TOP CORD MEMBER .._.._...__ FLASHING ANGLE SCALE: 2" =V-0" N.T.S. IN wII i I II I IIS O U . I U w 0 w Q M 0 (� ¢ N N mow .� nQ) Q 1 cv x O mW Z G7 O I I I O Ld V) U �NZ 4 C1 w Z n_ O WW C O V) 0— L, V 0 0 00 x 6- o 0 6 \ U p 0 Ld w \ Z zrn Y Ld� lLLJ y� �. LLW 1 Q 0 Cl U 0 I w O U) w CLw ' Lij LL Z1: LL 0 J) D (y) SCALE PROJECT NO. i 7012018 SHEET A -7 U - FILLER STUDS-/ CONNECTOR "A" -HEADER STUE - NQ IANCH9�_ R7IRE CONNECTOR "B" W W m 0 --------- CONNECTORS STUDS MAXIMUM HEADER CONNECTOR =� SPAN (FT.) 3'6' 9' 12' - OR LES NUMBER OF HEADER SIMPSON STUDS SUPPORTING (2) LSTA 12 END OF HEADER 1 1 2 2 ii• NUMBER OF FULL - UNSUPPORTED LENGTH STUDS OF WALL HEIGHT EACH END OF HEADER 10' 2 RT 22 SIMPSON (2) SPI OR OR LESS 1 2 2 2 GREATER (3) SP4 OR (4) SP4 OR (4) H5 13 AN 1 THAN ' 0 1 2 2 3 STUD NOTE: HEADER & FULL LENGTH STUDS TO BE TIED TO EACH OTHER W/ 10d @ 12" U.C. STAGGERED SIMPSON LSTA 12 @ 24" O.C. - (4) SPT1 OR (4) SPT1 OR - FILLER STUDS-/ CONNECTOR "A" -HEADER STUE - NQ IANCH9�_ R7IRE CONNECTOR "B" W W m 0 . q� ............. _TRUSS OR ROOF —RA -.gni I C—A An n rn 11 iki l FR/-AMIN DBL PLA FULL LENG1 WALL STUD`. SHINGLES TRUSS TOP CORD MEMBER ROOF SHEATHING FELT PAPER 16"(W) 26 GAUGE GALV. ALUMN. FLASHING W/ 11" ELECTRO GALV. ROOFING NAILS @ 4" O.C. W/ ALL WEATHER PLASTIC ROOF CEMENT ABV. & BLW. FLASHING ---\ FLASHING VALLEY SCALE 48"x12" GALV. ALUMN. OFF -RIDGE VENT W/ 11" ELECTRO GALV. ROOFING NAILS @ 4" O.C. W/ ALL WEATHER PLASTIC ROOF CEMENT ABV. & BLW. FLASHING - SHINGLES FELT PAPER - ROOF SHEATHING -- TRUSS TOP CORD MEMBER 2x4 FRAMING @ HOLE IN SHEATHING FOR VENT TRUSS TOP CORD BEYOND NGTH TUDS Plot Style: — — — — Plot Scale: 0.3869:1 Plotted At: Oct. 26, 18 12:05 AM By: GG Last Saved By: GG Last Saved At: Oct. 25, 18 pM1 A kAk -10 wiveld a a I x riff 11 ZA a ffi 1 SHEATHING TYPE & FASTENING: 15/32" C -D PLYOOD OR 7/16" O.S.B. SHEATHING W/ 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND FIRST FOUR FEET OF ROOF SHEATHING FROM ALL EDGES, AND 6" O.C. @ SHEATHING INTERIOR FELT PAPER TYPE & FASTENING: 15 LB. FELT OVER SHEATHING W/ I" CAPPED ROOFING NAILS @ 6" Q.C. @ OVERLAPS & 12" O.C. @ FELT INTERIOR SHINGLE TYPE & FASTENING: COMPOSITION SHINGLES W/ (6) 1I" ELECTRO GALV. ROOFING NAILS @ EA. SHINGLE W/ FULL I SHEATHING PENETRATION VENT TYPE & FASTENING: I , 4'-0" x 2'-0" GALV. OFF -RIDGE VENTS W/ 11" i ELECTRO GALV. ROOFING NAILS @ 4" O.C. M —� FLASHING TYPE & FASTENING: 26 GAUGE GALV. ALUMN. FLASHING W/ 11" LLL.I111\V V/1LV. 1\VVI-IIVV IV/\I I_'_j lW -t V.V. SCALE: I"= V-0" NOTE: GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTICS'►'I NOT LESS THAN 1/2" SIMPSON MTS 12 STRAP TIE GYPSUM BOARD OR EMP/ALENT APPLIED TO THE (UNLESS NOTED ON ROOF PLAN) -- GARAGE SIDE. STRUCTURES SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION SHALL BE SEPARATED BY tiOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT PRE-ENGINEERED TRUSS @ 24" O.C. 8'-0" A.F.F. 1/2" DRYWALL DBL. 2 X 4 WD TOP -PLATE SIMPSON SP 2 CLIP @ EA STUD TO TOP PLATE 1/2" DRYWALL 2X4 WD. BLOCKING @ 8'-0" A.F.F. REQUIRED FOR ALL BEAR. HTS_ . OVER 10'-0" A.F.F. 2X4 WD. BLOCKING @ 4'-0" A.F.F. REQUIRED FOR ALL BEAR. HTS, 12'-0" A.F.F. AND OVER - 2 X 4 WD. STUDS @ 16" U.C. SIMPSON SP 1 CLIP @ EA STUD TO B'I'M. PLATE 2 X 4 P.T. BTM PLATE SEALED @ SLAB ANCHORED W/ V DIA. A.B. & 2" WASHER —� @ 24" O.C. EMBEDDED INTO SLAB 5" 4" CONC. SLAB W/ 6X6 #10 WELDED WIRE MESH OVER 6 -MIL. VAPOR BARRIER ON CLEAN, WELL COMPACTED TERMITE TREATED FILL - -- INTERIOR BEARI TRU55 BEAK. H 1. `�-1/2' Dfrr ALL —1/2' DRYWALL 2-16d TOE NAIL @ RIDGE BEAM 2x8 RIDGE BEAM 4-1 bCI I Ut NAIL ZX6 KIUC3t BEAM INTO LAST TRUSS TO FORM VALLEY RIDGE 2x4 COLLER TIE W/ 3-10d @ EA. END GARAGI= THIS SIDE FOR SPANS OVER 10'-0" _ FINISHED FLR. 70 16'X 12` 11 CONT. FTG. W/ (2) #5 BARS CONT. fn ,. G-@ SSCALI E: 1/4" = 1'-0„ 7'-8" 4'-0„ y„ 2'-11" L Cou'l:TER roP -ISO KITCHEN CABINET I 2x4 KNEE ,71ALL W/ — FINISHED & PTD. DRYWALL BO'H SIDES ar ITCHEN SCAT_ 2:•1KITCHEN 42" BREAKFAST BAR SECTION 2X4 BLOCKING FIRST --- (4) BAYS a TOP & BOTT. CORDS (2) 10d NAILS EA. END TO TRUSS GABLE TRUSS wl 7' BRACE PER TRUSS ENGINEERING (UP TO 44' SPAN) 7/16 " OSB J� SHEATHING ST22 STRAP FROM TOP OF RAT RUNS TO�� WALUBEAM BELOW CONTINUOUS STUDS FROM FLOOR TO UNDER-\ SIDE OF TRUSS. 2x6 CONY. FRAMED RAFTERS EA. RAFTER TIED TO 2x6 PLATE w/ SIMPSON MTS 12 OR H 2.5 2x6 PLATE W/ SIMPSON MTS 12 48" O.C. TIED TO ROOF TRUSSES BELOW APPLY H2.5 ANCHOR TO `X' BRACE & GABLE @ EA. END 2 x 4 #2 ND SYP'X' BRACE @ 48" o.c. ( DOUBLE 2 x 4 IF BRACE IS OVER 12' LONG ) ` 1/2 " GYPSUM 2 x 4 x 14' SPF RAT RUN @ 48" ox. NEXT TO 'X' BRACE ( CONTINUE RAT RUN @ 48" o.c. FULL LENGTH OF GABLE) ITE ROOF LINE COMMON TRUSS 24" o.c. NAIL RAT RUN TO TRUSS w/ (2) 10d NO SCALE z 0 F U V) W 0 w a --------- CONNECTORS MAXIMUM HEADER SPAN (FT.) CONNECTOR =� - -- SIMPSON (1) LSTA 12 (2) LSTA 12 (2) LSTA 18 (3) LSTA '18 i A ii• HUGHES(1) RT 20 2 RT 20 2 RT 22 2 RT 22 SIMPSON (2) SPI OR (3) SP1 OR (4) SPI OR (4) SP1 OR 4 OR (3) SP4 OR (4) SP4 OR (4) H5 13 (2) H5 (3) H5 (4) H5 LTT 20B HUGHES (1) SPT1 OR (2) SPT1 OR (4) SPT1 OR (4) SPT1 OR (1) HCPL (2) HCPL (4) HCPL (4) HCPL SIMPSON F15,H2.5, OR H4 TOP & BTM. OF EACH STUD CRIPPLE STUDS HUGHES HCPL TOP & BTM. OF EACH STUD . q� ............. _TRUSS OR ROOF —RA -.gni I C—A An n rn 11 iki l FR/-AMIN DBL PLA FULL LENG1 WALL STUD`. SHINGLES TRUSS TOP CORD MEMBER ROOF SHEATHING FELT PAPER 16"(W) 26 GAUGE GALV. ALUMN. FLASHING W/ 11" ELECTRO GALV. ROOFING NAILS @ 4" O.C. W/ ALL WEATHER PLASTIC ROOF CEMENT ABV. & BLW. FLASHING ---\ FLASHING VALLEY SCALE 48"x12" GALV. ALUMN. OFF -RIDGE VENT W/ 11" ELECTRO GALV. ROOFING NAILS @ 4" O.C. W/ ALL WEATHER PLASTIC ROOF CEMENT ABV. & BLW. FLASHING - SHINGLES FELT PAPER - ROOF SHEATHING -- TRUSS TOP CORD MEMBER 2x4 FRAMING @ HOLE IN SHEATHING FOR VENT TRUSS TOP CORD BEYOND NGTH TUDS Plot Style: — — — — Plot Scale: 0.3869:1 Plotted At: Oct. 26, 18 12:05 AM By: GG Last Saved By: GG Last Saved At: Oct. 25, 18 pM1 A kAk -10 wiveld a a I x riff 11 ZA a ffi 1 SHEATHING TYPE & FASTENING: 15/32" C -D PLYOOD OR 7/16" O.S.B. SHEATHING W/ 8d RING SHANK NAILS @ 4" O.C. ON EDGES AND FIRST FOUR FEET OF ROOF SHEATHING FROM ALL EDGES, AND 6" O.C. @ SHEATHING INTERIOR FELT PAPER TYPE & FASTENING: 15 LB. FELT OVER SHEATHING W/ I" CAPPED ROOFING NAILS @ 6" Q.C. @ OVERLAPS & 12" O.C. @ FELT INTERIOR SHINGLE TYPE & FASTENING: COMPOSITION SHINGLES W/ (6) 1I" ELECTRO GALV. ROOFING NAILS @ EA. SHINGLE W/ FULL I SHEATHING PENETRATION VENT TYPE & FASTENING: I , 4'-0" x 2'-0" GALV. OFF -RIDGE VENTS W/ 11" i ELECTRO GALV. ROOFING NAILS @ 4" O.C. M —� FLASHING TYPE & FASTENING: 26 GAUGE GALV. ALUMN. FLASHING W/ 11" LLL.I111\V V/1LV. 1\VVI-IIVV IV/\I I_'_j lW -t V.V. SCALE: I"= V-0" NOTE: GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTICS'►'I NOT LESS THAN 1/2" SIMPSON MTS 12 STRAP TIE GYPSUM BOARD OR EMP/ALENT APPLIED TO THE (UNLESS NOTED ON ROOF PLAN) -- GARAGE SIDE. STRUCTURES SUPPORTING FLOOR/CEILING ASSEMBLIES USED FOR SEPARATION SHALL BE SEPARATED BY tiOT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT PRE-ENGINEERED TRUSS @ 24" O.C. 8'-0" A.F.F. 1/2" DRYWALL DBL. 2 X 4 WD TOP -PLATE SIMPSON SP 2 CLIP @ EA STUD TO TOP PLATE 1/2" DRYWALL 2X4 WD. BLOCKING @ 8'-0" A.F.F. REQUIRED FOR ALL BEAR. HTS_ . OVER 10'-0" A.F.F. 2X4 WD. BLOCKING @ 4'-0" A.F.F. REQUIRED FOR ALL BEAR. HTS, 12'-0" A.F.F. AND OVER - 2 X 4 WD. STUDS @ 16" U.C. SIMPSON SP 1 CLIP @ EA STUD TO B'I'M. PLATE 2 X 4 P.T. BTM PLATE SEALED @ SLAB ANCHORED W/ V DIA. A.B. & 2" WASHER —� @ 24" O.C. EMBEDDED INTO SLAB 5" 4" CONC. SLAB W/ 6X6 #10 WELDED WIRE MESH OVER 6 -MIL. VAPOR BARRIER ON CLEAN, WELL COMPACTED TERMITE TREATED FILL - -- INTERIOR BEARI TRU55 BEAK. H 1. `�-1/2' Dfrr ALL —1/2' DRYWALL 2-16d TOE NAIL @ RIDGE BEAM 2x8 RIDGE BEAM 4-1 bCI I Ut NAIL ZX6 KIUC3t BEAM INTO LAST TRUSS TO FORM VALLEY RIDGE 2x4 COLLER TIE W/ 3-10d @ EA. END GARAGI= THIS SIDE FOR SPANS OVER 10'-0" _ FINISHED FLR. 70 16'X 12` 11 CONT. FTG. W/ (2) #5 BARS CONT. fn ,. G-@ SSCALI E: 1/4" = 1'-0„ 7'-8" 4'-0„ y„ 2'-11" L Cou'l:TER roP -ISO KITCHEN CABINET I 2x4 KNEE ,71ALL W/ — FINISHED & PTD. DRYWALL BO'H SIDES ar ITCHEN SCAT_ 2:•1KITCHEN 42" BREAKFAST BAR SECTION 2X4 BLOCKING FIRST --- (4) BAYS a TOP & BOTT. CORDS (2) 10d NAILS EA. END TO TRUSS GABLE TRUSS wl 7' BRACE PER TRUSS ENGINEERING (UP TO 44' SPAN) 7/16 " OSB J� SHEATHING ST22 STRAP FROM TOP OF RAT RUNS TO�� WALUBEAM BELOW CONTINUOUS STUDS FROM FLOOR TO UNDER-\ SIDE OF TRUSS. 2x6 CONY. FRAMED RAFTERS EA. RAFTER TIED TO 2x6 PLATE w/ SIMPSON MTS 12 OR H 2.5 2x6 PLATE W/ SIMPSON MTS 12 48" O.C. TIED TO ROOF TRUSSES BELOW APPLY H2.5 ANCHOR TO `X' BRACE & GABLE @ EA. END 2 x 4 #2 ND SYP'X' BRACE @ 48" o.c. ( DOUBLE 2 x 4 IF BRACE IS OVER 12' LONG ) ` 1/2 " GYPSUM 2 x 4 x 14' SPF RAT RUN @ 48" ox. NEXT TO 'X' BRACE ( CONTINUE RAT RUN @ 48" o.c. FULL LENGTH OF GABLE) ITE ROOF LINE COMMON TRUSS 24" o.c. NAIL RAT RUN TO TRUSS w/ (2) 10d NO SCALE z 0 F U V) W 0 w a SCALE 1/4"-1'-0" PROJECT NO. 7012018 SHEET n < ii• 7 co T_ SCALE 1/4"-1'-0" PROJECT NO. 7012018 SHEET NOTE TO CONTRACTOR YOU MAY USE CHOICE OF THE LTS/MTS STRAP AS SHOWN, IF NOT AVAILIABLE YOU MAY USE ANY OF SAID STRAP AS LISTED BELOW FOR THE TOP PLATE INSTALLATION Jrt Simpson Strong -Tie RSIP4 Top Plate to Stud V) SP4Z Q) SDWC1 5450 (SPH HZ5AZ .............. 52"" TSPZ Two H4Z ....... ssPZ 'J .......... . .. ... /I/ BP ... .. .. ..... . ...... ..... ....... 0 ... .... .... is 3� .... ....... H10 a Titen HD anchor o 0 Simpson Strong -Tie 0 Bottom Plate to Stud Plot Style: — — — — Plot Scale: 0.3869:1 Plotted At: Oct, 26, 18 12:06 AM By: 00 Last Saved By: GG Last Saved At: Oct. 25, 18 2" x 6" Single Sill For Rou( Opening Size -Se Window Specs. CDA FLMU V SHEAR WALL 11\V) DIMENSION ACROSS STUDS. STA( JOINTS 2" X 4" Cripple PANEL SHEATHING USED AS Header BRACING W/ LONG DIMENSIO "/,--(Size For Span) PARALLIEL TO STUDS Double 2" x 6 Studs X 6 " Cripple Header (Size For Span) hzlu 7 Double 2"x 4 For Rough Opening S See Door Specs. WALL SHEATHING LEAVE 1/4" GAP @ EDGES & 1 8" CAP @ ENDS UNLESS OTHERWISE REC- OMMENDED BY MANUFACTURER WALL FRAMING O.C. AT EDGES Od NAILS @ 12" \I.O. ON SHEAR 1 Od Staaaared 16110.C. 1. ALL EXIERIOR WALL OPENINGS & BEARING WALL OPENINGS TO HAVE 4X12 HEADERS UNLESS OTHERWISE INDICATED. 2. JOISTS THAT ARE ATTACI--IED TO FLUSH BEAMS ARE TO BE HUNG WITH "SIMPSON" U-210 OR EOUIV. 3. PROVIDE DOUBLE JOISTS UNDER ALL PARALLEL PARTITIONS OVER PROVIDED FIREBLOCKING, DRAFTSTOPS & FIREsToPS AS PER THE U.B.0 SEC. 2516F. 4. LUMBER SPECIES: A. POST, BEAMS, HEADERS, JOISTS & RAFTERS. B. SILLS, PLATES, BLOCKING, BRIDGING ETC. C. STUDS D. POST & BEAM DECKING E. PLYWOOD SHEATHING F. GLU-LAM BEAMS 5. NAIL SCHEDULE: NO.2 DOUGLAS FIR. NO. 3 DOUGLAS FIR. STUD GRADE D.F. UTILITY GRADE D.F.4j VCDX PLYWOOD, 32/106 Fb-2400, DRY ADH.: Al �' :xTOP PLATE AND BRACING JOIST 1-0 SILL OR GIRDER 3-8d +END NAIL TOE NAIL NOTE: One toenail thru studs to sole plate BRIDGING TO JOIST 2-8d 16d @ TOE NAIL sufficient if diagonal sheathing used 2" SUBFLOOR TO GIRDER 2-16d O.C. BLIND NAIL SOLE PLATE TO LOIST 16d @ 16" FACE MAIL TOP PLATE TO STUDS 2-16d 11,-3" - ND NAIL E STUD TO SOLE PLATE -8d 3-16d TOE NAIL OR DOUBLE STUDS DOUBLE TOP PLATE CONTINUOUS HEADER (2 PC.) CLG. JST TO PL. CLG.JST LAP OVER PL. CLG.JST. TO RAFTER RAFTER TO TOP PL. BUILD-UP CORNER STUDS PLYWOOD SUBFLOOR PLYWOOD & ROOF SHEATHING TOP PL. AT INTERSECTIONS MULTIPLE JOISTS � UP TO 3) MULTIPLE JOISTS OVER 3) 1X6 SPACED SHEATHING 2-16d INCHES +END NAIL SIZE INCHES MAIL 16d @ 16" FACE NAIL 16d ©16" O.C. r_ EDGE NAIL 16d @ 16" NAIL TOE 2X6 3-8d 11,-3" FACE NAIL M 9'-4' 3-16d 16 FACE NAIL 2X8 3-16d'TOE 13'-6" NAIL3- 12" 8d SPAN r FACE NAIL 12)-3" SPAN 16d ©24" 13,-6" EDGE NAIL 12" 17'-3" 8d @ 6 jj INTERIOR 8'-7" 16)2 F--nPr— KIAll 14-1 Od 8d @ 10" INTERIOR (TOTAL) 8d @ 6" NAIL 8d @ 12" FACE STAGGER NAIL 2-16d 1 r-1)) -12 16d ©5" TYPICAL MT(I�D \"-BOLTS W/WAsH-ER s INSTALLATION EA. SIDE @ 24 O.C. 2-8d FACE NAIL (2) 16d I "x4" Min. or 1 1/4" wide 16 Ga, Steel Strap Brace @ 45d Wood panel will also suffice. Od Nailing Metal Brace (Simpson RCWB) Sole Plate (2) 2" x 4" w/ 12"CDX PLY FLITCH PL ,ATE HEADER BEARII`\j'G WALL DOOR IF ;('Al F- 1 /?" = 1 _() WAI I P -P A KA oc, 6 0 0 0 0 CONT. FULL HGT. STUD TO HEADER STUD w/ 16d N 0 6" O.C. FRAMING LUMBER SPECIFICATIONS Stress rated framing mem,bers shall be used which Fiber Stress in Bending Modulus of Elasticty (Fb)=875 psi (Base Value) First Floor Joist 40 lbs. Live Load 10 lbs. Dead Load SIZE INCHES MAX, SIZE INCHES 6 MAX 7 i k O.C. SPAN Z O.C. SPAN 2X6 \SIMPSON//. LSTA-18 14- 10d FULL NGT STUDD —HEADER STUD SIMPSON SP H -4 12-10d x 2 10'-3" 2X6 12" 11,-3" M 9'-4' or 16 10'-3" 2X8 12" 13'-6" 2X8 12" �2" J -BOLT w/ 2" WASHER \2x4 P.T. CONT. SEE FOUNDATION PLAN BEARII`\j'G WALL DOOR IF ;('Al F- 1 /?" = 1 _() WAI I P -P A KA oc, 6 0 0 0 0 CONT. FULL HGT. STUD TO HEADER STUD w/ 16d N 0 6" O.C. FRAMING LUMBER SPECIFICATIONS Stress rated framing mem,bers shall be used which Fiber Stress in Bending Modulus of Elasticty (Fb)=875 psi (Base Value) First Floor Joist 40 lbs. Live Load 10 lbs. Dead Load SIZE INCHES MAX, SIZE INCHES MAX. O.C. SPAN Z O.C. SPAN 2X6 12" 10'-3" 2X6 12" 11,-3" 16 9'-4' or 16 10'-3" 2X8 12" 13'-6" 2X8 12" 14'-11" SPAN 16 12)-3" SPAN 16 13,-6" 2X10 12" 17'-3" 2X1 0 12" 19'-0" 8'-7" 16)2 15)-5" 1 1'-3)' 16" 17)-2)) 7'-2" 24" 12'-7" 9'-2,) 24" '14'-1" 2X12 12" 20'-7" 2X12 12" 23'-0" 12'-10" 1622 17'-10" 14'-3" 16" 19,-11" 10'-6" 24" 14'-7" 11 11'-8" 24)) 16'-3" F= W W Q Ceiling Joist Rafters 20 lbs. Live Load Z 30 lbs. Live Load U) W 10 lbs. Dead Load 15 lbs. Dead Load W 0 or SIZE INCHES MAX. SIZE INCHES MAX. O.C. SPAN 0- O.C. SPAN 2X4 12" W-51) 2X6 12" 12'-1 1 16 8'-7" 0 16» 1 1'-3)' 24 7'-2" 24" 9'-2,) 2X6 12" 14'-9" 2X8 12" 161-5" 16 12'-10" 16" 14'-3" 24 10'-6" 24" 11'-8" 2X8 12" 18,-9" 2X10 12" 20'-1 " 16" 161-3)' 16)) 17'-5" 24" 13'-3" 24" 14f-2)) 2X10 12" 22'-11" 2X1'2 12" 23'-3" 16" 19'_110" 161) 20)-2)) 24" 16'-1" 2411 16)-6)l 2X12 12" 26'-6" 16" 23'-0" 24" 18)-81) F= W W Q SCALE 1 /4"-11-0)) PROJECT NO. 7012018 SHEET r1% it I A-ZI W Z Z U) W W > Z W 0 or U) W LL:D 01� d 0- Z 0<0 1�1_11_ 0 U) SCALE 1 /4"-11-0)) PROJECT NO. 7012018 SHEET r1% it I A-ZI ELECTRICAL LEGEND =jQ-- 110 VOLT DUPLEX OUTLET---WAL.L MOUN-LED LIGHT FIXTURE --CEILING SUSPENDED -+ 110 VOLT QUADPLEX OU L _E7 -WALL MOUNTED LIGHT FIXTURE -CEILING RECESSED 110V DUPLEX -GFCI or AFCI AS REQUIRED LIGHT FIXTURE -RECESSED EYEBALL r 110 VOLT- DUPLEX OUTLET -WEATHER PROOF C§ CEILING FAN 47�= 110 VOLT SPLIT DUPLEX OUTLET -SWITCHED O SMOKE DETECTOR- CEILING MOUNTED �@ Q 110 VOLT DUPLEX OUTLET -FLOOR MOUNTED @ EXHAUST FAN VA 220 VOLT OUTLET -WALL MOUN-LED W EXHAUST FAN/LIGHT FIXTURE COMBO 0- TELEPHONE OUTLET 1,500 FLOOD LIGHTS -DUAL HEAD - SWITCH ELECTRIC PANEL_ SWITCH -THREE WAY = 1,800 STRUCTURED WIRING PANEL Z O SWITCH -FOUR WAY L0 QUICK DISCONNECT - SWII'CI-I-DIMMER K i SECURITY KEYPAD LOCATION ❑—I PUSH BUTTON SWITCH [J JUNCTION BOX LOCATION f� DOOR BELL CHIMES FA FIXTURE ALLOWANCE O --t CABLE TELEVISION OUTLET ® SPEAKER LOCATION - 1X4 FLUORESCENT LIGHT FIXTURE CEILING MOUNTED 0 LIGHT FIXTURE-CEII_-INC MOUNTED 2'X4' FLUORESCENT LIGHT FIXTURE CEILING MOUNTED + LIGHT FIXTURE -- WALL MOUNTED = 57000 A/C Exterior Eleyation Back {F -5J7 2" CC``XJ. 1/3 200 AMP PANEL D 5 C, 4/0 AL_ SERVICE CABLE TIE:-ATH_R HE AD 01.l_r�R COi`INECT TO ABOVE GROUND SERVICE POWER 94 COPPER CU TO COLD WATER PIPE AT HOSE BIB GROUND TO 5/8"x20'-0" REBAR EMBEDDED IN FOUNDATION Note: All Dimensions For Ceiling Light Fixtures Are Approximate And Are Measured Horizontally On The Slab/ Floor. All Other Ceiling Fixtures In Bedrooms Are Centered In Room. Note: All Electrical Receptacles and Panel Box to be Located per Governing Agency Code. ELECTRICAL PLAN "A" Plot Style: — — — — Plot Scale: 0.3869:1 Plotted At: Oct. 26, 18 12:09 AM By: GG Last Saved By: GG Last Saved At: Oct. 25, 18 Exterior Elevation Front 200 AMP 10, a y TIE:-ATH_R HE AD 01.l_r�R COi`INECT TO ABOVE GROUND SERVICE POWER 94 COPPER CU TO COLD WATER PIPE AT HOSE BIB GROUND TO 5/8"x20'-0" REBAR EMBEDDED IN FOUNDATION Note: All Dimensions For Ceiling Light Fixtures Are Approximate And Are Measured Horizontally On The Slab/ Floor. All Other Ceiling Fixtures In Bedrooms Are Centered In Room. Note: All Electrical Receptacles and Panel Box to be Located per Governing Agency Code. ELECTRICAL PLAN "A" Plot Style: — — — — Plot Scale: 0.3869:1 Plotted At: Oct. 26, 18 12:09 AM By: GG Last Saved By: GG Last Saved At: Oct. 25, 18 Exterior Elevation Front NOTES: 1. INSTALL TEMPORARY POWER FOR CONSTRUCLION AS REQUIRED. 2. ALL ELECTRICAL WORK AND MATERIALS 1-0 BE INSTALLED PER NEC, NEPA, LOCAL STATE AND NATIONAL CODE. 3. LOCATION OF ELECTRICAL RACEWAY, SWITCHES, PANELS, EQUIPMENT, FIXTURES, ETC. SHALL BE ADJUSTED To ACCOMMODATE THE WORK TO AVOID INTERFERENCES ANTICIPATED AND ENCOUNTERED. 4. CONTRACTOR SI--IALL VERIFY SWITCH TYPE AND LOCATIONS WITH OWNER PRIOR TO INSTALLATIONS WITH OWNER PRIOR TO INSTALLATION. COLOR OF COVER PLATES, SWITCHES AND RECEPTACLES SHALL BE SELECTED BY OWNER. 5. CONTRACTOR SHALL DETERMINE THE EXACT ROUTE AND LOCATION OF EACH ELECTRICAL RACEWAY PRIOR TO MAKE-UP AND ASSEMBLY. 6. OUTLETS AND APPLIANCES ARE SHOWN AND LOCATED ON THE DRAWINGS AS ACCURATELY AS POSSIBLE. ALI..- MEASUREMENTS SHALL BE VERIFIED ON THE: THE PROJECT AND IN AL.I._. CASES THE WORK SHALL SUIT THE SURROUNDING TRIM, FINISHES, AND/OR CONSTRUCTION. 7. HEIGHTS OF ALL OUTLETS SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. 8. THE REQUIREMEN-f IS WRITTEN. "ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT, SINGLE-PHASE, 15- AND 20 -- AMPERE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT." THIS INCLUDES OUTLETS FOR RECEPTACLES, LIGHTS, FANS, SMOKE DETECTORS, ETC. IN CIRCUITS THAT SUPPLY BEDROOMS. 9. LOAD DATA AND CALCULATIONS WERE DESIGNED BASED ON INFORMATION GIVEN TO ARCHITECT/DESIGNER AT THE TIME OF DESIGN, PRIOR TO INSTALLATION OF ALL EQUIPMENT VERIFY SIZE OF EQUIPMENT AND PANEL... SIZE. 10. ELECTRICAL SYSTEM SHALL BE GROUNDED. SEE RISER DIAGRAM 11. OUTLET BOXES SI--IALL- BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WI11-I THREADED HUBS IN WET AND DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED LOCATIONS 12. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY DUTY. QUICK -MADE, QUICK BREAK ENCLOSURE REQUIRED BY EXPOSURE. 13. SMOKE DETECTORS (OR COMBINATION SMOKE & CARBON MONOXIDE) SHALL BE HARD WIRED (110 VOLTS TYPE) 1-0 NON -SWITCHABLE LIGHT CIRCUIT, SHALL NOT BE CONNECTED INTO THE LOAD SIDE OF A GROUND FAULT CIRCUIT, AND SHALL HAVE A TEST BUTTON WITH BATTERY BACK-UP SYSTEM AND VISIBLE "POWER ON"INDICATOR. 14. SMOKE DETECTORS SHALL BE LOCATED ON OR NEAR CEILING INSIDE AND OUTSIDE OF EACH SLEEPING AREA. VERIFY LOCATIONS OF SMOKE DETECTORS WITH THE DRAWINGS. 15, INSTALL SMOKE -CARBON MONOXIDE DETECTOR WHERE SHOWN. 16. FURNISH AND INSTALL FIXTURES AS CALLED FOR ON THE PLANS OR AS SELECTED BY OWNER. 17. CONTRACTOR SHALL VERIFY FIXTURE TYPE AND LOCATIONS WITH OWNER PRIOR TO INSTALLATION. 18. COORDINATE HEIGHTS OF WALL_ MOUNTED LIGHTINGS FIXTURES TO CLEAR MIRRORS, CABINETS, BUIL TS -INS, TRIM, ETC, r ED 10 d O v 4— '+- U w co _ N O M —o Op Z :< C'4 �o� ®® O ^ rn "' cp N X M 3 oZ Z 70 Q 3o C�(L LOAD CALCULATIONS 200 AMP 10, NOTES: 1. INSTALL TEMPORARY POWER FOR CONSTRUCLION AS REQUIRED. 2. ALL ELECTRICAL WORK AND MATERIALS 1-0 BE INSTALLED PER NEC, NEPA, LOCAL STATE AND NATIONAL CODE. 3. LOCATION OF ELECTRICAL RACEWAY, SWITCHES, PANELS, EQUIPMENT, FIXTURES, ETC. SHALL BE ADJUSTED To ACCOMMODATE THE WORK TO AVOID INTERFERENCES ANTICIPATED AND ENCOUNTERED. 4. CONTRACTOR SI--IALL VERIFY SWITCH TYPE AND LOCATIONS WITH OWNER PRIOR TO INSTALLATIONS WITH OWNER PRIOR TO INSTALLATION. COLOR OF COVER PLATES, SWITCHES AND RECEPTACLES SHALL BE SELECTED BY OWNER. 5. CONTRACTOR SHALL DETERMINE THE EXACT ROUTE AND LOCATION OF EACH ELECTRICAL RACEWAY PRIOR TO MAKE-UP AND ASSEMBLY. 6. OUTLETS AND APPLIANCES ARE SHOWN AND LOCATED ON THE DRAWINGS AS ACCURATELY AS POSSIBLE. ALI..- MEASUREMENTS SHALL BE VERIFIED ON THE: THE PROJECT AND IN AL.I._. CASES THE WORK SHALL SUIT THE SURROUNDING TRIM, FINISHES, AND/OR CONSTRUCTION. 7. HEIGHTS OF ALL OUTLETS SHOWN ON THE DRAWINGS ARE APPROXIMATE ONLY. 8. THE REQUIREMEN-f IS WRITTEN. "ALL BRANCH CIRCUITS THAT SUPPLY 125 -VOLT, SINGLE-PHASE, 15- AND 20 -- AMPERE OUTLETS INSTALLED IN DWELLING UNIT BEDROOMS SHALL BE PROTECTED BY AN ARC -FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE ENTIRE BRANCH CIRCUIT." THIS INCLUDES OUTLETS FOR RECEPTACLES, LIGHTS, FANS, SMOKE DETECTORS, ETC. IN CIRCUITS THAT SUPPLY BEDROOMS. 9. LOAD DATA AND CALCULATIONS WERE DESIGNED BASED ON INFORMATION GIVEN TO ARCHITECT/DESIGNER AT THE TIME OF DESIGN, PRIOR TO INSTALLATION OF ALL EQUIPMENT VERIFY SIZE OF EQUIPMENT AND PANEL... SIZE. 10. ELECTRICAL SYSTEM SHALL BE GROUNDED. SEE RISER DIAGRAM 11. OUTLET BOXES SI--IALL- BE PRESSED STEEL IN DRY LOCATIONS, CAST ALLOY WI11-I THREADED HUBS IN WET AND DAMP LOCATIONS AND SPECIAL ENCLOSURES FOR OTHER CLASSIFIED LOCATIONS 12. DISCONNECT SWITCHES SHALL BE H.P. RATED HEAVY DUTY. QUICK -MADE, QUICK BREAK ENCLOSURE REQUIRED BY EXPOSURE. 13. SMOKE DETECTORS (OR COMBINATION SMOKE & CARBON MONOXIDE) SHALL BE HARD WIRED (110 VOLTS TYPE) 1-0 NON -SWITCHABLE LIGHT CIRCUIT, SHALL NOT BE CONNECTED INTO THE LOAD SIDE OF A GROUND FAULT CIRCUIT, AND SHALL HAVE A TEST BUTTON WITH BATTERY BACK-UP SYSTEM AND VISIBLE "POWER ON"INDICATOR. 14. SMOKE DETECTORS SHALL BE LOCATED ON OR NEAR CEILING INSIDE AND OUTSIDE OF EACH SLEEPING AREA. VERIFY LOCATIONS OF SMOKE DETECTORS WITH THE DRAWINGS. 15, INSTALL SMOKE -CARBON MONOXIDE DETECTOR WHERE SHOWN. 16. FURNISH AND INSTALL FIXTURES AS CALLED FOR ON THE PLANS OR AS SELECTED BY OWNER. 17. CONTRACTOR SHALL VERIFY FIXTURE TYPE AND LOCATIONS WITH OWNER PRIOR TO INSTALLATION. 18. COORDINATE HEIGHTS OF WALL_ MOUNTED LIGHTINGS FIXTURES TO CLEAR MIRRORS, CABINETS, BUIL TS -INS, TRIM, ETC, r ED 10 d O v 4— '+- U w co _ N O M —o Op Z :< C'4 �o� ®® O ^ rn "' cp N X M 3 oZ Z 70 Q 3o C�(L LOAD CALCULATIONS 200 AMP PANEL W 1.720 SQ. FT @ 3.0 VA / SQ FT = 5,166 VA�. Q Refrigerator = 11200 VA U) W _j Microwave 1,500 VA W >N o_ Dishwasher = 1,800 VA Z O co co W co Range / Oven = 6,000 VA W ILL Dryer = 5,000 VA Z C) Washer = 1,200 VA O 0 Water Heater = 57000 VA P" W U_ O A/C # 1 @ 10.0 kw = 10,000 VA Z F_ Sub Total = 36,866 VA N co 0 IV - A/C @ 10 KW = 107000 1 St 10,000 @ 100% = 10,000 Remaining VAC 40% = 7,268 TOTAL = 277268 gr,ol P* 1/4"-1 '-0" PROJECT NO. 27 688 133.6 AMP �o1zo18 _. _............. �... _.. _. _. _ �. 240 V SHEET LIE i o � o PROPOSED x � � o i � RESIDENCE P�� [%MIN fSLOPE ___ ...._..... __.w _........ — ___ .._ __ _..._.... 1 (MAX SLOPE) 3 CENTER OF S WALE , Z 2 TYPICAL SECTION FOR. FRONT AND REAR SLOPES �i PROPOSED =+ WEST 14TH SIDEWALK STREET _ 1% NiiN CENTER OF SWALE TYPICAL SECTION FOR SIDE S ALES IQ 0 G -�J t W'�IfAX SLOPE) 1' 1' NTS ,... iA 25 Cpl X rp . X 0,11 0 0 0 0 0 o- a---o��o—_ o --a ooo—•- -- �____o•�— / 5.5' To ICU LOPE / �_ a � PROPOSED i RESIDENTIAL HOME I r F.F.E. 28.60 WH i o u.ii W H� zI w. C,l r � nC0 X �O Ile X — SIDEWALK 'b'� .�3_S CP�� COAiX nS)' n�)' v T ST 14TH STREET Plot Style: — — — — Plot Scale: 0.3869:1 Plotted At: Oct. 29, 18 7:24 AM By: RICH OBRIEN Last Saved By: RICH Last Saved At: Oct. 29, 18 n �O GARAGE X I X AREA CONCRETE DRIVEWAY [ � I rr I I I O I` CO ri I t I �o of U l Z _j of '6'lb � i �J ' PROPOSED SIDEWALK I% 1tiIIN — SLOPE X �'Oh X fib. CP . 01� Uj Z Uj LU Q Z Q Ll1 I O OLEANDER AVENUE LOCATION MAP EXHIBIT 2 TYPICAL PHA -HUD LOT GRADING TYPE "A" LOT GRADING r ALL DRAINAGE TO STREET Rear yard swales behind the house carry surface water from rear yard to side yard swales (1% minirnurn) which carry it to street for disposal through the street gutters and the public storm drainge system., A Curb -top on lot line extension at highest lot corner. A -B Parkway slope °a 1 B -C Side yard swale r arae a ti C -D Swale turn with 10' radius D -E Rear swale E -F Protective rear slope up from high point of s swales 6l TYPE "B" LOT GRADING DRAINAGE BOTH TO STREET & TO REAR LOT LINE F—� W 9 Only side swales are needed to drain both to the street and to the rear lot line. They should extend back of the O line of the rear building wall; then splash blocks from ' PROPOSED SIDEWALK I% 1tiIIN — SLOPE X �'Oh X fib. CP . 01� Uj Z Uj LU Q Z Q Ll1 I O OLEANDER AVENUE LOCATION MAP EXHIBIT 2 TYPICAL PHA -HUD LOT GRADING TYPE "A" LOT GRADING r ALL DRAINAGE TO STREET Rear yard swales behind the house carry surface water from rear yard to side yard swales (1% minirnurn) which carry it to street for disposal through the street gutters and the public storm drainge system., A Curb -top on lot line extension at highest lot corner. A -B Parkway slope °a 1 B -C Side yard swale r arae a ti C -D Swale turn with 10' radius D -E Rear swale E -F Protective rear slope up from high point of s swales 6l TYPE "B" LOT GRADING DRAINAGE BOTH TO STREET & TO REAR LOT LINE F—� W 0_ a Only side swales are needed to drain both to the street and to the rear lot line. They should extend back of the O line of the rear building wall; then splash blocks from rear roof downspouts should be placed to direct roof �1 water to the side swales for drainage directly to the abutting street. Thus the arnount of water carried on the LU rear slope to easements or other properties is kept as —> o small as possible. This reduces erosion and disposal ale problems.Q A Curb -top on lot line extension at highest lot a _ J, corner A<f 9t A -B Parkway slope n B -C Side swale d C -D Protective side slope at extension of rear wall N TYPE "C" LOT GRADING W Z ALL DRAINAGE TO REAR LOT LINE Front swales are essential to carry surface water from � the front yard to side -yard swales which carry it to the W rear for disposal in easements or across other n t properties. Proper cross-section of the street gutter, curb yW H and parkway strip are essential to stop street water from Uj flowing onto the lot. 0 A Curb -top at high side of driveway near low lot 0 << carrier A -B Parkway slope �` c B Driveway grade change from upgrade drive in o street to downgrade drive on lot C -D Driveway downgrade point out from front of building D -E Front swale E -F Protective front slope from highpoint of swales Orange County Lot Grading [Revised 5/20/10'10] 5 FHA LOT TYPE U GRADING F.F. ELEV. 28.60 HOME NORrI I 0 8 16 24 32 m Z 0 P a U w O ® U 4— U N� N 0 M 0 foto .� CD V n w CD N X M m� o® T as t"d1ti; 4+V�y��d m'M7k +h9 z �s LI F—� W 0_ a z � 0 O W z O�z L O g0 W (� a_ �1 2 J a 0- LL. O LU U —> o Y Y n 0 N W Z W � U W Q to W t— ry Uj U 0 0 0 SCALE 1/16" = 1'--0" PROJECT NO. 627-2018 SHEET I � � t• F—� W (D >1 Qr�7s O ao �1 � (-1 U SCALE 1/16" = 1'--0" PROJECT NO. 627-2018 SHEET I Plot Style: ---- Plot Scale: 0,3869:1 Plotted At: May, 22, 19 12:30 IVA By: UMV132 LuuL Saved By; 8MY132 Last Suved At: Dec. 15, 18 Cu Ardiltedwral $Vedrication General Scope of VAorV, 1 , MATERIALS AND m1=THOD5 OF CON5-TRU(*,,TION5 SHALL CONFORM TO THE REQUIREMENTS ORANGE 60-UNT( FLORIDA. 2. CONSTRUCTION PLANS MUST BE DE516NEP IN A660RVAI,16E WITH THE 2011 FLORIDA BUILDING 6opS 6TH EDITION. RESIDENTIAL (RESIDENTIAL 501). 3. SCOPE OF WORK IN=011-15: DESIGN STATEMENT: ,q) EXCAV ATE AND COMPACT 5OIl_,5,F_TSLAI3 A140 PATIO FORMS, TREAT SOIL FOR TERMITES, INSTALL PLUMBING ROUGH, VAPOR BARRIER REINFORCING, PLACE AND FINISH GONCRETE. THIS STRUCTURE HAS BEEN DF-510NED TO MEET OR EXCEED THE WIND LOAD & b) INSTALL CHU BLOCK 1,1ALL Y^VLINTEL5 AND TIE -BEAM, INSTALL REINFORrINr,,,, STRAP AND GROUT. INDIVIDUAL TRUSS DESIGN DRAWINGS SHOW SPECIAL LOADING CONDITIONS: c) SET VI1OOD TRUSSES, INSTALL ROOF SHEATHING, PRY -IN, SHINGLE AND SOFFIT. PE510N PARAMETER: d) FRAME WOOD ((,-)R MTL) STUD PAr,,TrrION5, INSTALL IN$MATION, ELECTRICAL, PLUI-IBINO AND SHEET ROCK, e) IN5TAILL DOORS AND 1AIINDWV5. f) APPLY 5TOC60 AND PAINT. 2011 FLORIDA RESIDENTIAL BUILDINd, CODE, bui EurrioN 6QNCRETE & MASONRY BUILDING 0E5I(_',I+ ENCLOSED FOR CBS hALI_,5 CONCRETE 51-A135, AND FOOTIN05 SEE 6ON6RETE & MA5ONRY NOTE$ ULTIMATE k\tIND, SPEED: '140 MPH�Spacmw ouS'r WOOD � UESIGN CODE: FB620141TP12001 PE$10N PROGRAM! MITEK 20/20.5.1 7`1" KWI y11 1. 0: APA EXP -1, COX, ROOF SHEATHING: 51V 52116 SPAIN. CODE:A56E 1-10 JALL HEIGHT J 140 MPH V 2. LUMBER: FURRINO BLOCKIN(_ ROOF LOAD -40.0 P5F FLOOR LOADN/A PSF iq qf, 11 PQVA5 FIR-LAR6H, HEM -FIR, SOUTHERN FINE, NO,2 OR BETTER, MAX. MOISTURE T. USE PRE551)Rf+TREATED WHERE NOTED AND OR REQUIREP AND IDENTIFIED PER FBCL �5Q�' lz, gI `.,Pl` 5, F RAMIN GAN OHO R5: 5 1 [,1 PSON OALVAN IZED, ?VALL NAILS, SCREYI45 A -*SCHEDULED, 4, ANCHOR ADHESI\1E.,SIMP$ON AT A6R,(I_lC-TIE, 2 COMPON ENT, CAT. PA. q R 15 K r' AT;:: (S 0 RYDid! a si, MOISTURE AND THERMAL PROTECTION INTERNAL PRESSURE 60EPFI61ENT0.16 BUILDING MEAN HEK7HT: 1, INSULATION ATT16: R-30 MANI/11-t-E KRAFT-FACEP THERMAL INSULATION: INSTALL IN AC',60RDANCE hITH MANUFACTURER'St. RECOMMENDATIONS FOR THE GIVEN CONDITION, POOr OVERHANO, 1-4 T I N -4 M I N, AT r �13S� YIAI_L5, I N STALL I N A(-,CORDAN6 E 1^41TH MAN, U FACTURE R$ REGOM M E N PA 0 2. 11,15I)LATION VqALL: R ROOF PtT6H: PERFyt ORATED ALUMINUM, SEE PRODUCT APPROVAL 0 5, ROOF VENTING., SOFFITS - VENT5 -EQUAL TO OVIIEN$ - CORNINOVENTS RE "N X' 4, CAULKING / SEALANT: 05 SILICONE 11, 5T, (PAINTABLE) OCCUPANCY: 11INVO1^4$ Atli) DOORS R5 ONE - FAMILY RE$IDEN(_'/E 1. EXTERIOR DOORS 1-3/4" PRE -HUNG, FIBER(71_AS5 OR METAL, IMPACT RATED, FLUSH OR PANEL INSULATED GORE, 0 PRE -FIN15HED, 3-BUTTHINOES PER DOOR, 36" X 0" SIZE, RAIN Tk5,HT VqEATHERSTRIPPINC7 AND NEATHIERSEAL THRESHOLD, 5TP CONr HARDY�ARE - KEYED EXTERIOR 1_06KSET� IN, ACCORDANCE NITH PRODUCT APPROVAL, ....................... 2. 5LIPIN0 OLA!�S DOORS: ALUMINUM IMPACT RATED, UN-REINFORGED, STANDARD STILE & ASTRAGAL 2-112" SILL. TYP E V 5. HINPOk,15: SINGLE HUNG, VINYL IMPACT RATED, INSULATED, SIZES 5HO1,NN IN A66ORPANCE EITH PRODUCT APPROVAL. UNPROTECTED, UNSPRINKLERED 0 EXT. BRO 1AIALI-S - CONCRETE BLOCKBLOCK*F 0 _j PAINT & FINISHES EN6, INIOQV TRUSSES 1. $TOC60 GEMENT: II111RE MESH ON 50tt MIN FELT ONVERLAYMENT, SCRATCH, BROI-IN, FINISH GOATS 3/4" THICK ON CONCRETE, C: BLOCK 1/21' THICK m GOAT, TEXTURE FINISH TO MATCH EXISTING HOUSE, - GEMENT SOFFIT -011 EXPANDED METAL LATH It1T 1,V,,LLS - HOOD OR METAL STUD" DRYWALL 2, SHEET ROCK (0YP5UM) HALL BOARD SHALL BE U.S, GYPSUM OR EQUAL, INSTALL IN AGCORDANCE }^IIITH MANUFACTURERS ASPHALT ARCHITECTURAL SHING1_E$V) IN INSTRUCTIONS, r� 5, PAINT INTERIOR (2) COATS OF VINYL LATEX 5EMI-01-055 PAINT5TUCCO (2) (-',QATS EXTERIOR LATEX, AREA TABULATIONS 4. FLOOR FINISH Art'? SELECTED DYQNNER`i A/6 AREA,, 1"120 SQ, FT. x 2 H1/AC MECHANICAL GARAGE AREA., 260 50, FT. TOTAL: 1 X16 Scz, FT. on, 9 one.,) (3 0 milli'' 1. INSTALL NEW HVAC 5'(5TEM AS 5HOVqN ON VRAVIIN(�5 }^41THA16 CALL, ALL WORD, SHALL COMPLY WITH THE FLORIDA BUILDING CODE 2011 6TH EDITION. MECHANICAL SEE ATTACHED ENERGY CALG, AND UU6T LAYOUT 1,,^U CFM. ........... 2, DUCTS IN GARAGE AND DUCTS PENETRATING THE 1,1ALI-5 OR CEILING 5EPERATING THE EVIEWN1.5 -5 FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 20 GAGA SHEET STEEL, V MINIMUM R1611) N,_')NMETALLIC 61-A55 0 OR rLA!�S 1 ' DUET BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO QPENIN(55 INTO THE GARAGE. 5. CUTTIN(5, & PATCHING OF ROOF ORI/`{ALL SHALL BE INA66ORvAN(_',E TO THE OWNER'S AND ARCHITECT'5 RIEQUIREMFNT5, INDEX OF DRAWINGS 4, COORDINATE ALL WORK WITH OTHER TRADES PRIOR TO INSTALLATION TO AVOID ROUTIi•1r-i-CONFLICT5, 'F(, 5. ANCHOR AIR CONDITIONER 60NDEI,15-INO UNIT TO 6QN6RETE PAD hIOALY, MIN 16 (:-�A ORA6KETS OR STRAPS EACH CORNER a n (0 rd, 3 27 7f 12-#14 SM5 TO UNIT AND 2-1/4" X 2" TAP 6ON5 TO FAD. A-1 PROJECT INDEX INFORMATION, 6. PLUMBING: SEE NOTES AND R15ER DIAGRAM SHEET -OF -, A-2 FOUNDATION PLAN /DETAILS Li "I. PROPERLY'D15POSE OF ALL P156ARDEP MATERIAL AND WASTE PER WINER AND THE CITY OF APOPKA REQUIREMENTS, 2 A-3 FLOOR PLAN ix IA. DESIGN OF REINFORCED CONCRETE 6ONFORIA511141TH BUILulNe', (-*,OUF- REaUIREIAENT5 FOR REINFORCED A-4 ELEVATIONS, CROSS SECTION A -A, SECTION B -B CONCRETE- A01 318, LATEST EDITION, 2A, CONCRETE SHALL HAVE AN UNCONFINED COMPRESSIVE 5TRENCI-TH OF 3000 PSI AT 285 I)Alr5. A-5 ROOF PLAN / WALL SECTION /DETAILS Lj CONCRETE PROTECTION FOR REINFORCING BARS SHALL BE AS FOLLOWS:U- A-6 ROOF DETAILS /ROOF PLAN LAYOUT Fd FOOTINO 5" CLEAR, BOTTOM AND SIDES, 2" CLEAR , TOP $LA55 5/4" CLEAR, U,N,0. A-7 BUILDING WRAP DETAILS PIERS 1-1/2" OLEART0STIRRUPS A-8 DETAILS SHEET COLUMNS 11-1/2" CLEAR TO TIES A-9 LINTEL PLAN REVISE PLANS TO REFLECT AS -BUILT �2 CD A. CONCRETE ANCHOR AND FASTENERS: ADD WINDOW TO REAR MASTER BEDROOM qt - EXPANSION ANGHQRSSHA1l_I_ BE }^15WEDGEjS SERIES WEDGE ANCHORS A5 MANUFACTURED BY PHILLIPS RED HEAD, OR HILT] E-1 ELECTRICAL PLAN ADD WINDOW TO LEFT ELEVATION, PLAN, FOUNDATION IQA,IIKSOLTA�5 MANUFACTURED BYHILLI, ORAPPROVED EaUAI-. AND ALL AFFECTED SHEETS AS CLOUDED S1 SITE PLAN 3-, o U Ld 4A, PRE-(,A5T U-I_INTLP5' < ALL 1)" TYPE PRE -CAST LINTEI-5 INDICATED ON pRAV,11N6S ARE TO BE F -IRE -OAST ANPIQR PRE -STRESSED IN A6( ORPANGE l,,^IITH SPAN AND LOAD CAPACITIES AS INDICATED IN "DESIGN MANUAL, BY 6A5T-6RETE CORP, (LINTELS SHALL BE BY6AST-GRETE OR APPROVED EQUAL), REFERENCE `3` M B 0 L S 5A, R�INFOR611,10 STEEL: REINFORCING 16TEF-L SHALL BE NEh BILLET STEEL CONFORMINO TO ASTM A613-(,',RA0fi 0, EXCEPT THAT Nm^1 2X FRAME WALL I3II_Lr-__T STEEL CONFORMING TO ASTM A 613- GRADE 40 MAY BE USED FOR COLUMN TIES AND BEAM STIRRUPS. ALL PETAILIN6 AND A66E55ORIES SHALL 6ONFORM TO TYPICAL DETAILS SHWIN, IN THE " MANUALOF STANDARD PRACTICE FOR 2X FRAME WALL WITH INSULATION RECORD COPY Lu DETAILING REINFORCED CONCRETE STRUCTURES OT 515, LATEST EVITION'. D z 6A. ALL CONTINOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATION }^IALL$, SLABS AND OTHER CONCRETE 2X BEARING WALL WITH STUDS AT'w)"().C. z < SHALL BE LAP-SPI-16EPhHERE NECESSARY OR DESIRABLE, BY hIRINOTOOETHER IN CONTACT. LENGTH OF ALL LAPS EFFTTEFFLEFFFFFFITEL-11 CONCRETE BLOCK WALL (0 W _j SHALL BE 36 -DAR PIAMETER5 OR 25" MINIMUIA, �^IIHICHFVER 15 GREATER (EXCEPT AS NOTED BY PRANIN05). ALL mJ W > O_ BARS AT END OF GONTINOUS FOOTING OR BEAMS SHALL BE 6ONTINOU5 TO FAR SIDES OF INTERSE6TINO BRICK VENEER Z < co W ELEMENTS, 13 0 C� _j w IA. ALL 5LAB�� ON GRADE SHALL BE 4" THI(_',,KANP REINFORCED WITH ox6411AW11.4 UNLESS DOOR NUMBER OTHIERI/11SE NOTED, LAP HE5H T' AT EDGES AND ENDS AND PROVIDE APPITIO14AL REINFORCING Y'IHENSHONN, ON DRAWINGS, W C) LL 0 PLACE HESH IN CENTER OF SLAB. WINDOW NUMBER S z Z fy T_ 8A, 1-1015TURE BARRIER BENEATH FLOOR SLABS SHALL BE 6 MIL POLYETH YLENE, 0 < 0 JAI CONCRETE I,tASQNR-(! REMODELING NUMBER DESIGN AND ("iOMPRES51VE 5TRENr;tTH OF MASONRY ASSEMBLAOE (FI -1) OF 2000 PSI MINIMUM TO 011/E A MINIMUM0 S-QUARE FOOTAGE w LL 0 (,OMPRE5SI\/ESTREN6TH OF HA$QNRYA55EMI3LA0E (FM) OF 2000 FV MINIMUM TO GIVE A MINIMUM 0 < (0 'E t(FM) OF 1500 FSI, UNLESS NOTED OTHERV,116E, COMPRESSIVE STRENGTH OF HASONRYASSEMB�A& DETAIL I\IWI3E_ ► BUILDING SECTION TAG F1 R S T FLOOR U) D MORTAR SHALL BE A`5*TH C 210, TYPE "5" FRESHLY PRE -PARED AVN UNIFORMLY MIXEP }-,IITH HINUIAUM '_�HEET �IUIVIBER- 4 \A SIA441 I-IVII,,IC AREA 1720 SO. FT. 0 (y) 0 COMPRESSIVE STRENGTH OF 1W P51 @ 25 DAYS, GROUT USED IN CONCRETE BLOCKS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 5000 F91 @ 26 PAYS. GARAGE AREA 200 SO. FT. DETAIL WMDER- MAxIMQM HEIGHT Or GROUT POUR !,SHALL BE W -O" UNLESS CLEAN OUT OPENIN(.' ;,$ ARE PROVIDED AT THE OOTT014 I DETAIL KEY MC MEDICINE CABINE-r SHEET NUMBPR 4 - LLSTO BE FILLED. ALL GROUT BE PUDDLED Y^,IITH GROUT STICK':IMMEDIATELY AFTER FOURIN157. OF 6EE) FILL ALL CELLS WITH CONCRETE r,) -ROUT CONTAINING REINFORCING STEEL. TOTAL 1980 SQ. FT , ;�u>, INTERIOR ELEVATION KEY ELEVATIQ�_ CONTINOUS INSPECTION ARE REQUIRED FOR ALL MASONRY �^IALL CONSTRUCTION. 0 STATE OF , �Ij \-VI E w lel 0ER ORIEt,JTATIOII /ONAL SCALE Printed copies of this d=ffnent are fiat considered signed and sealed arid the signature fflUst be verified PROJECT NO. on any electronic copies. 12152018 SHEET Plot Style: ---- Plot Scale: 0,3869:1 Plotted At: May, 22, 19 12:30 IVA By: UMV132 LuuL Saved By; 8MY132 Last Suved At: Dec. 15, 18 a ABBREVIATIONS A113"I ABOVE ,AC AIR coi,iorri0i',JER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER W -41T KK BLOCI" C A 13'S CADINETS CL CEILING LINE CLUI CEILING CHk CHAIR RAIL COFF COFFERED COL COWMN col"JID COMPRESSOR CPr1I CROhN P.,iOULDLNG C% ' �AC CENTRAL ',/AC(JWvl1 SYSTEtd D LiL DOU13LE DIAG DIAGONAL DR [) 0 0 R DRY DRYER SPACE DbN 0 1 S. H �.ilil AD HE R ED EYEBHO,N FL FLOOR LINE (l`-dAT CHANGE) FLR FLOOR FP FIREPLACE FR FRENCH DOOR FXO FIXED FXT FIXTURE OILS G L AS,!_ 10 HOSE DID KS k'NEE SPACE LAV L ' A - VATOR`( LT LAUNDIRY TIJU M MDL tMARBLE mc �MEDICINE CABINET MIR �.)IIRROR MTL l%/IETAL OHC OVERHEAD CABS OH I"I G OPENING OPT OPTIONAL R & S CLOTHES ROD (incl SHELF REF REFRIGERATOR SPACE SD SNiCKE DETECTOR SDLTS SIDE LIGHTS SCD SLIDING GLASS DOOR' Ski (2) SHELVES (00ANITY) SH",14'IR SHO'%6)ER SOAP SOAP DISH T8 TOWEL 134"NR TPH TOILET I'JAPER HOLDER T&S T:JB (wd SHOWER TE l`,I P TEMPERED 1-08 TOP OF BLOCK (GIVIL) T11-11 TRANSOM VOL VOLUME 'sOATER' CLOSET WH WATER HE,_' -%TER V11',ICT \,11AINSCOT Y116 WATER SOFTEl',IER 'NSH VIASHER SPACE -T ALL DETAILS AND SECTIONS ARE SHOWN 01,1 THE DKAWING.5 ARIE INTENDED TO Diff Tff'ICAL AND HALL BE CONSTRUED TO AFFTYTO AI,,IY SIMILAR SITUATION EL.5ff/VAFE ON THE PROJECT, EXCEPT WHERE A Ulf FERENT DETAI 15 5HOWN. l',/lANUFACTURE5 OF At',lY FRE -ENGINEERED, FRE-ffADP.icxrEU OR COM PON E[,,IT,5rI ALL 51LIBMIT 5HOP DRAWINGS FOP, THE ENGI1`,1EIfP/DF!51GI\IER5 AFPROVAL PRIOR TO fADRICATION OR ERECTION Of 5Y5TElv11 comFoi\6\rr, THESE SHOP DRAWINGS SMALL BE 5IGI,,l]f_D AND SEALED 13'(A FLORIDA REGISTERED ENGINEER, THE BUILDING 15 DESIGNED 11\1 ACCORDNICU WITH THE LATEST EDITION OF THE STANDARD DUILDING CODE. FOLLOW ALL AFFLIGAE)LE PROVISIONS FOR ALL. FHA5175 OF C01\15TRUCTIO1,1. THE 5TRUCTUPAL II\ITEGPrr,( OF THE COMPLETED STRUCTURE DEFE11',105 UPOt-] THE INTERACTION Or VARIOUS CONNECTED CO1`v1PO[\IEI\IT5 PP.f)VIDE ADEQUATE DPJ-\C[I\IG, 3HOKING, AND OTHER TEIVI['0RARY 5UPFORT5 A5 REQURIED TO SAFELY COMFLETff THE WORr,, FCD UC,IDAT IQ[\15: 5FREAD FOOTING5!5HALL DEAR ON 501L COfAFACTED TO DEN511Y Of AT LEA5T e5% Of IvIODIrIED FROCTC-)P, Mkvv\Ilv1UI\.4 Dlft.,151T"( (A5TfvI E) 1557) THE 501L. SHALL BE COMPACTED TO THIS UEN51TY TO A DEPTH OF AT LEAST TWO (2) FEET bULOW TO BOTTOM Of FOOTING. FILL 1-11,1Dr-K FLOOR 5LAE55 SHALL SHALL DE COMFACTEDTO DEN51TY Of: AT LEAST 95% OF MODIFIED PROCTOR M AX I M U M D E N 51 TY (ASTM). IT SHALL DC OW(`]EP,5 Rff,5I`ON'_5ILIL1TY TO VARIfY SOIL DEARING CAFACIW AND 5U15 SURFACE CONDITIONS, PRIOR TO START OF CO1\]5TRUc-riorj, OY,/t1ER5 GEOTF-CrIt-11CAL CON51JILTANT MN( RECOMMENED 51TE PPff1'ARATIOt-,f REauiP,EmE[-,.rr5 THAN LISTED ABOVE. CONTRACTOR SHALL COORDINATE 5olL 1I`,,1\/E5TIGATioti FINDINGS AND 5IJ55EQUENT RECOMMENDATIONS wiTH OVER AHD 1-115 GEOTECHt,11CAL CONSULTANT. Plot Style; ---- Plot. Scab: 0.3869;1 Plotted At: Muy, 22, 19 12:31 AM By: BMV/32 Lost Saved By: BMY132 Lout Saved At: Dec. 15, 18 SOLID FRAI\lIING-HEADER )OUBLE T, 'LATE NwiL ".11110 -JIM INSIDI JRFACE OUBLE 2x EADER FURRING T1 ELIMINATE CRIPPLES I WALL lying area 1120 sq R FRANI ING-FIEADER DOUBLE 2y CRIPPLIESS F— MAX WID-171 4-1Y PER TABLE ELEVATION —DBL TOP PLATE PIPE--, 13L TOP PLATE 1P SIMPSON "RPS" STRAPS (I EA PLATE) NOTCH IN GBL rop PLATE �--SIMPSON RPS PLAN VIEW RPS STRAP DETAIL SIMPSON PLA . rE MAX MODEL SIZE NOTCH NAILS NO. z Ld WIDTH < RPS 18 2xA 51/2" '12-16d RPS22 2xG 51/2" 16-'10d RPS28 2X11 .12" 12-16d y\ SIA4/� r"I 0. 52'101 0, STATE OF Printed copies of this document are not considered signed and sealed and the signature must be verified on any electronic copies - SCALE PROJECT No. 12152018 SHEET A-3 4 4 4 4 4 LLJ D z (0 z Ld < Lij > zjk cy Z < (y) Uj 0 6 tk (.() W LL Ln a -7" Z Ld Lij 3: 0 F_ < w Y U Ld Lli F__ w T < (y) C) SCALE PROJECT No. 12152018 SHEET A-3 4 4 4 4 4 LLJ D z (0 z Ld < Lij > r N Z < (y) Uj 0 � __j (.() W LL :D 0 Z Z Cr 3: 0 F_ < w 0 < Q) (y) C) SCALE PROJECT No. 12152018 SHEET A-3 4 4 4 4 4 0 7�__ C, A R A Q E BRG 8I :Ci F1 N1 FLR I 5/8" THICK STUCCO FINISH OVER CONCRETE BLOCK WALL— %TYP) '12 6 ARCFI'L COMP SHINGLES METER a a A'R,'CH'L COMP SHINGLES E,/W THICK STUCCO FINISH OVER CONCRETE BLOCK' 116/ A LL— (TYP) ARCH'L COMP SHINGLES LINE OF I N TE IR 10 R VAULT 5/8" THICK STUCCO FINISH Q'VER FRAME WALL (T-f'P) RIGHT ELEVATION E4. 1 Z4 it= i P—Cl CJD 5/8" THICK STUCCO FINISH (D OVER CONCRETE BLOCK W,".LL— (TY') LEFT ELEVATION E3_ FRONT ELEVATION El Plot Style: — — — — Plot Scale: 0.3869.1 Plotted At: May. 22, 19 12:31 AM By, OMY132 Last Saved By: 13MY132 Lost Saved At: Dec. 15, 18 6" C.V. BAND (I" PROJ/TYP) REAR ELEVATION E2 !Z4 ELEVATION NOTES EXTERIOR WALL FINISHES EXTERIOR WALL FINISH MATERIALS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE 'I, FRONT ELEVATION SHALL DE A CENIENTITIOUS VENEER (CV) OF CEMENT BASED PLASTER EXTERIOR FINISH OF T''(PE 'PE AND FINISH PER BUILDER SPECIFICATIONS, CEI-;`IENTITIOUS VENEER BANDING AT 000IRS and ININIJOYiS SHALL BE 6" WIDE Y,1/ 'I" PROJECTION YHERE SHOW,I ON THE DR.AYdfNGS; UNLESS NOTED OTHEWAWSE. ALL (DEQ' OR.ATIVE CEMENTITIOUS BANDING and ELEME14TS AS NOTED ON DRAMNIC':13 SHALL BE INSTA.LLED OVER RIGID 11,1`30LATION BOARDS. NO FRIEZE EXCEPT NOTED ON 2. SIDE and REAR ELEVATIONS ;)'HALL 13E EXTERIOR VERTICAL FIBER -REINFORCED CEMENT SHEET SIDING AND Ix4 TRIM fJEF? BUILDER S ,51PECIFICA-rior15 wiTi (2') TWO FOOT C.V. ,','RAP UNLESS NOTED OTHERWISE. 3, PROVIDE CONTROL JOR-1TS, FLASHING AND FOUiNDATIOH 55TOPS/ WEEP SCREEDS IiN CEh,lENTITIOUS VENEER FINISH PER CODE, MANUFACTURER AND INDUSTRY STANDARDS, 4. ALL ROOM -10 SHALL BE FIBERGLASS SHINGLES UNLESS NOTED OTHERWISE (SHINGLES PER BUILDER SPECIFICATIONS), PROVIDE OFF -RIDGE VEIITAS SHOWN 01%) DRAWINGS. 5, ALL WINDOW C01,1FIGURATIONS (MUNTIN PATTERNS, SPAU210, ETC) ARE SHOWN FOR GRAPHICAL PURPOSES ONLY! ACTUAL CON- FK,?'URAT1QNS IMAY VERY PER BUILDER AND MANUFACTURERS SPECIFICATION5. Fj. 'SEE DETAILS FOR EAVE, SOFFIT AND WALL CONSTR,uc"ria.i. I_z'_j SECTION A-A �,k1llllfjjj J/1 y\ S I Win NO. 32101 STAFE OF AL 1�111111W Printed copies of this document are not considered signed and seated and the signature must be verified on any electronic copies - C, E 0 0 Q 0 -68 C (1) . 4 q Cr 0 to IN Q) aw LJ 7()O_ U. Ld C� 2 v .z FLO Q z uj LL LLJ V) 0 co 6 4L - CD tr) LLJ Li C"I z z Y — I u LLJ w I w T_ < 0 o (1) 0 1/4'r-11-0)) PROJECT NO. 1215,'e I SHEET A-4 ui D z z (j) LLJ Lu > CL Z (Y) uj 0 _j co LIJ U— D 0 b-0 Z O� 2: 0 F_ <0:E Lu :E w _j 0 LL z 0 F_ 2E < U) C0 D (Y) T_ 1/4'r-11-0)) PROJECT NO. 1215,'e I SHEET A-4 0 rr _ 'J1J1 'J W'J3 1 F, A/ 000 ..Ja J W _r X\ ------ 7 w r� W S 'J5 `J5 :JJ 'J.1 ,J1 s 7 761211— TRUSS 6,211 z r TIZU SLAYOUT PLAN NOTE: 1. IT IS THE �:::c')fwTACT0R,-', RE'jP0f',1-.:IPILT'r TO VERIFY THE C,)` PATI>`.'ILITY OF -"LL 'r � C;t1�.;T`; 10•.J :LLIOIr°� G Ht)I_JSEViR,1D, SErLA'JT'; FLEX113LE FLASHING 1v1, TERI ALSUSED )URIr` G CONSTRUCTION - 2. I'\lST•'.LL .A'LL MATEPIAL`; E:'. YANUFACTURERS ',i�,RITTEH 'SPEC'IFICATIONS) NS) WARNING: SEA,LAI,-IT'S,,'FLASHIf' GS MAY REACT .nDVER`.�EL'( IF NOT C;C?NWATIOLE. ROOF ASSEMBLY (PER Fr3C 15.2. ROOFING SYSTEM: A`�1=HALT '�FIINGLE OVER HIGH ` L :;�E I�; ':;F (�: Z ';�' f:1�EATE:: MKIERIALS: FI r '°:LASS PE.I,�jf�'-R,,.EU H'• Y *T ASr1Hn.LT RQ(JF 'HIW:L E W7"";NE 1 -f=� "✓'F UNDIFLA'IYENT FELT. FASTENING RECD.: FOUR, (4) F=:C-�'ii°. NAIL S EACH=\Hlf\l` LE, PER _Hlfll�l F �.{'�I,JFACTUR�d'S 'h-ITTEt SF'ECIFICATIO['�1 FLASHING RECD.: c;�;C�l �;fi:l�arl r.E i;;T�z�T VEET`LL FLA°_HlN(.-`-; INSTALLED PER DETAILS, Ssw i-EET E1 -`_'-HT (8), WIND RESISTANCE RATING: 1110 bic'+I OR GFIL—ATER'. -5:� - ER A`;Tf> r) :516' p , i ff } a r T_ r r r f - J -� � °V'f4lJ 1 I � � L�. TIZU SLAYOUT PLAN NOTE: 1. IT IS THE �:::c')fwTACT0R,-', RE'jP0f',1-.:IPILT'r TO VERIFY THE C,)` PATI>`.'ILITY OF -"LL 'r � C;t1�.;T`; 10•.J :LLIOIr°� G Ht)I_JSEViR,1D, SErLA'JT'; FLEX113LE FLASHING 1v1, TERI ALSUSED )URIr` G CONSTRUCTION - 2. I'\lST•'.LL .A'LL MATEPIAL`; E:'. YANUFACTURERS ',i�,RITTEH 'SPEC'IFICATIONS) NS) WARNING: SEA,LAI,-IT'S,,'FLASHIf' GS MAY REACT .nDVER`.�EL'( IF NOT C;C?NWATIOLE. IN`�T-.LL F; 'NIDE :;ELF—ADHERIr^IG f%"Et`AF-,f*k",J FLASHING OVERLAPPING DOOR FRAME I" SEE DOW I-)ETjIL`, FC,JCZ FII\II +H/TRi''A I,)ET-AJL`)' I`1 STALL 6" SNIDE SELF—ADHERIP'''G MEM BANE FLASHI\,1(3 OVERLAfIf"'Ir'`G i�00', FP I„ :. REP & P H I NI E ALL Si FAa ES TO F; E,"EI VE '':..�+ „+ ,,'fes •.s*' f. ,. `-� „/`'-. '•;1Eh.iDRANE FL'SHING PEr; r,+�.h;IJF � ' n ,-� VRITTEf SPECIFI�:;A,TICIfi,.,r,-r ,,�rr! ,�� FI> �� tea. V � ,,,T •;,Hh H� rr�,�` `� �` �yf �,. Y•/ a 11 �'>`, 'fie>,•:h, •r'''rr`• ^+ .,�� `n`' '�A`%c�� ..._,.'gyp>.'''".. ,`� ,,,� ".,,1 � ''.'.., ""'w.'. k 11 K«y, ` �•' �. H` t . stir •`� ✓'f r �WM`n 1j'hrr II 'nµ"1'y '! ��•`AY 'err ""r,.,.� ��'cq,y�i. '•,''` 1@ .'.'� � �,{� �-/.!/_ "``.. `'� �+h.'.;. aG. 2e �"+�,,,� °«.Y�.., d" ., kb �^• •-.....ate I '.r.lF�C4' .F R. SSS Mme-`• } } k" ES �i� y; L. I V14. c r r - / 1 I. 1 P 1 r'i 1 'lr f ,L i l J �. :wM 1 w a hFl '.o IIIA'` f 1 "W 1' �M1 flIlrr i ,... --.M `nH '•� RUCKS _ T� I'C'E 1, /� F 1, n. .4 1� w P� DOOR � 1 I L f"� r• r r � J ;•w E l: ,) -i "ti r ?' A TFI�.EE T L N 1 '�•J _ � 3 v; n ra. °`-.. �W. H ,•> r e_ r F r' ^cY 1Jf�.E-rl-I,�,��lE SE,-,L�,f�`JT .r. ,� '•Y� al -H,G, ., FL.-..aHlra• y:'= ..1 `�,� r- w, 1VAf IIJFA(.T",.JrEE...� I �, 1 Iviti �. JF�...T �.ITTEr l ry " �f : �° r,F�ITTEN INSTRUJCTION I .% -IFICAT]f I ^r' �n: ,ya !� �'•� ^^• ,�,.r'- ,.^`'f^ "'�` L � ,I.✓� ` ✓`''n• H, o•-.�n ~'\'e `` t� °h �nM n, -,.H n - M %r` yb f ,9 ,„...'^• "`. ae �•,,•. ,,•, - `."•` '.� ``'^,yey • '� k- `,•« '~"' l w`h., "ly H�'s. ''k. 1EW,1IAr>ICALL°r �,Fr�:H L w I i r, - �;� `:ze; :•, �':' 1 f. � Myr, ..„;�. •- "" % '''-y r r 2.;�F3 i T �,(.. L., 3!JCK,':; F1_(..),'_` -HL,.;.,, �.\r ,,,. {' •:�, OF r r' \ , FACE �1 r- �. r E I �.� F _. E f ,. E T vF A� 1 W r- �F "aY M, a a II( ., i r , . r r" , . r . . H,. nry� w.� H� w +, -'".^."`F �a'A,1.•aay. `�.'� F,x `-.� ""�,y� '�,. 'Y�cy� '''Y'.,y, �' '�'..�. `..� `,,. SET TH- ESHOLD III G W',N, 7III OF SEALANT. w � �� f /APPLY E L A,Nl T AT _ ,�� ,. e ✓ i\. �rr, `w• %�1r. ,,r' v. yJ'r,> �'.. J �. .•.a• 'Y."'+i�+^�-..i... C », �k'9:�y ��+y> � �~ `\` .` -: y rr„�.-„,,:r s_ 9 p ',,� •c••,. �`"%, `^•`,z, i ;1'. � I`•I ER S AIN J FI\�ir�? T z , EDGE OF THS E`SHOLD STEP 1 mfila-i"m D 00R FLAIDHING INSTALLATION DETAILS a Plat Style: ---- Plot Scale: 0.3869:1 Platted At: May. 22, 19 12:31 Alit By: BMY/32 Last Saved By, BM11132 Last Saved At: Dec. 15, 18 STEP 3 '-•,,. r:.�lF�...._..`."�,_ _. tom. f 1 wa.ti l w w STEP 5 w E''/,TEPJL) SELF—ADHERING MEMBRANE FLA°3HING 'I” MIN DEYONF) ,JAN. f,3 FLA, H I'''II: ~ (''10.152'101 Q NAM OF \Q) tet`/// f JAL. 1114 Printed copies of this document are not considered signed and sealed sand the sigil atrlre must be verified on any electronic copies. E 0. ICLf..4a.E Cf) W Alrtm.a +1 R < W ROOF ASSEMBLY (PER Fr3C 15.2. ROOFING SYSTEM: A`�1=HALT '�FIINGLE OVER HIGH ` L :;�E I�; ':;F (�: Z ';�' f:1�EATE:: MKIERIALS: FI r '°:LASS PE.I,�jf�'-R,,.EU H'• Y *T ASr1Hn.LT RQ(JF 'HIW:L E W7"";NE 1 -f=� "✓'F UNDIFLA'IYENT FELT. FASTENING RECD.: FOUR, (4) F=:C-�'ii°. NAIL S EACH=\Hlf\l` LE, PER _Hlfll�l F �.{'�I,JFACTUR�d'S 'h-ITTEt SF'ECIFICATIO['�1 FLASHING RECD.: c;�;C�l �;fi:l�arl r.E i;;T�z�T VEET`LL FLA°_HlN(.-`-; INSTALLED PER DETAILS, Ssw i-EET E1 -`_'-HT (8), WIND RESISTANCE RATING: 1110 bic'+I OR GFIL—ATER'. -5:� - ER A`;Tf> r) :516' p IN`�T-.LL F; 'NIDE :;ELF—ADHERIr^IG f%"Et`AF-,f*k",J FLASHING OVERLAPPING DOOR FRAME I" SEE DOW I-)ETjIL`, FC,JCZ FII\II +H/TRi''A I,)ET-AJL`)' I`1 STALL 6" SNIDE SELF—ADHERIP'''G MEM BANE FLASHI\,1(3 OVERLAfIf"'Ir'`G i�00', FP I„ :. REP & P H I NI E ALL Si FAa ES TO F; E,"EI VE '':..�+ „+ ,,'fes •.s*' f. ,. `-� „/`'-. '•;1Eh.iDRANE FL'SHING PEr; r,+�.h;IJF � ' n ,-� VRITTEf SPECIFI�:;A,TICIfi,.,r,-r ,,�rr! ,�� FI> �� tea. V � ,,,T •;,Hh H� rr�,�` `� �` �yf �,. Y•/ a 11 �'>`, 'fie>,•:h, •r'''rr`• ^+ .,�� `n`' '�A`%c�� ..._,.'gyp>.'''".. ,`� ,,,� ".,,1 � ''.'.., ""'w.'. k 11 K«y, ` �•' �. H` t . stir •`� ✓'f r �WM`n 1j'hrr II 'nµ"1'y '! ��•`AY 'err ""r,.,.� ��'cq,y�i. '•,''` 1@ .'.'� � �,{� �-/.!/_ "``.. `'� �+h.'.;. aG. 2e �"+�,,,� °«.Y�.., d" ., kb �^• •-.....ate I '.r.lF�C4' .F R. SSS Mme-`• } } k" ES �i� y; L. I V14. c r r - / 1 I. 1 P 1 r'i 1 'lr f ,L i l J �. :wM 1 w a hFl '.o IIIA'` f 1 "W 1' �M1 flIlrr i ,... --.M `nH '•� RUCKS _ T� I'C'E 1, /� F 1, n. .4 1� w P� DOOR � 1 I L f"� r• r r � J ;•w E l: ,) -i "ti r ?' A TFI�.EE T L N 1 '�•J _ � 3 v; n ra. °`-.. �W. H ,•> r e_ r F r' ^cY 1Jf�.E-rl-I,�,��lE SE,-,L�,f�`JT .r. ,� '•Y� al -H,G, ., FL.-..aHlra• y:'= ..1 `�,� r- w, 1VAf IIJFA(.T",.JrEE...� I �, 1 Iviti �. JF�...T �.ITTEr l ry " �f : �° r,F�ITTEN INSTRUJCTION I .% -IFICAT]f I ^r' �n: ,ya !� �'•� ^^• ,�,.r'- ,.^`'f^ "'�` L � ,I.✓� ` ✓`''n• H, o•-.�n ~'\'e `` t� °h �nM n, -,.H n - M %r` yb f ,9 ,„...'^• "`. ae �•,,•. ,,•, - `."•` '.� ``'^,yey • '� k- `,•« '~"' l w`h., "ly H�'s. ''k. 1EW,1IAr>ICALL°r �,Fr�:H L w I i r, - �;� `:ze; :•, �':' 1 f. � Myr, ..„;�. •- "" % '''-y r r 2.;�F3 i T �,(.. L., 3!JCK,':; F1_(..),'_` -HL,.;.,, �.\r ,,,. {' •:�, OF r r' \ , FACE �1 r- �. r E I �.� F _. E f ,. E T vF A� 1 W r- �F "aY M, a a II( ., i r , . r r" , . r . . H,. nry� w.� H� w +, -'".^."`F �a'A,1.•aay. `�.'� F,x `-.� ""�,y� '�,. 'Y�cy� '''Y'.,y, �' '�'..�. `..� `,,. SET TH- ESHOLD III G W',N, 7III OF SEALANT. w � �� f /APPLY E L A,Nl T AT _ ,�� ,. e ✓ i\. �rr, `w• %�1r. ,,r' v. yJ'r,> �'.. J �. .•.a• 'Y."'+i�+^�-..i... C », �k'9:�y ��+y> � �~ `\` .` -: y rr„�.-„,,:r s_ 9 p ',,� •c••,. �`"%, `^•`,z, i ;1'. � I`•I ER S AIN J FI\�ir�? T z , EDGE OF THS E`SHOLD STEP 1 mfila-i"m D 00R FLAIDHING INSTALLATION DETAILS a Plat Style: ---- Plot Scale: 0.3869:1 Platted At: May. 22, 19 12:31 Alit By: BMY/32 Last Saved By, BM11132 Last Saved At: Dec. 15, 18 STEP 3 '-•,,. r:.�lF�...._..`."�,_ _. tom. f 1 wa.ti l w w STEP 5 w E''/,TEPJL) SELF—ADHERING MEMBRANE FLA°3HING 'I” MIN DEYONF) ,JAN. f,3 FLA, H I'''II: ~ (''10.152'101 Q NAM OF \Q) tet`/// f JAL. 1114 Printed copies of this document are not considered signed and sealed sand the sigil atrlre must be verified on any electronic copies. E 0. ICLf..4a.E Cf) W Alrtm.a +1 R < W V p SCALE 1/4-1— 1 i_A-5 011 PROJECT NO. 12152018 SHEET & 3" Plumbing vent' E" above roof and 10" from corner Sanitary Gross or Double sanitary tee -----� Lavortory trap arm: 1 112" if nor lodger than 42"; 1 " if no longer than five feet. 3" sanitary tee with 2" inlet— Sink trap arm 1 1/2" if no longer than 42"; if no longer than five feet Tub trap: 1 1l`2" if no longer than 42"; ROOF ��2" if no longer than five feet. 4" x3"' closet! bend Two-way cleanout extended to grade 2"/ outside building. Use sairne materials as —1 in building. Fittings are combination wye and bends. Bath Plumbing Plat Style: ----- Plot Scole: 0.3858:1 Plotted At: May, 22, 19 12:31 AM By: UMY132. Last Soved By: BMW32 Lost Saved At: Dec. 15, 18 �ttitllft(jE 'N F 0 STAVE OF NAk.IiII000 Printed copies of this document are not considered signed and sealed and the signature unust be verified on any electronic copies. SECTION B /:_. _ �4 = 1 —O ri u� 0 F �(L W SCALE 1/4"- 1,_0,> PROJECT NO. 12152018 SHEET A-6 W W D z Vf z GSW < z �QW (Y')W W V)z Cl -``' Lij w -. V) Z Z W T_ o < 0 � � <U) W Q Z) z CJ T C7 U a SCALE 1/4"- 1,_0,> PROJECT NO. 12152018 SHEET A-6 W D z GSW < z (Y')W W Lij U_0 Z Z W T_ o < 0 � � <U) U) Z) M .T,.... SCALE 1/4"- 1,_0,> PROJECT NO. 12152018 SHEET A-6 V7 Im: W, APPLY CONTINUOUS BEAD OF URETHAIIIE SEALANT AT HEAD JAMUS car APPLY TO BACK OF WINDOW NAILII,,IG, FLANGE (SEALANT t-AUST BE VISIBLE AROUND THE OUTER EDGE OF ViINIJUN FLANGE) INSTALL WINDOW PLU AND SQUARE PER I-AIANUFACTURERS NRI INST'RUCTIONS (SUMr SHOP DRA\",'l 11,11,31 -ALL 6" ,`)IDE ADHE`:')'IVE 01ACKEL FLASHIHG lvlATEI�[, OVER DRIP CAP FLAN GE (PROTECT*0-1-',fRAF, BT-2,0XL or, EQUI I %0 1 " 1 *10 NOTE: PREP & PRIME S-'URFMCES TO RECIE",,/E tvlEMBRANE FLASHINU h1A[,-JUF WRITTEf',J SPECIFICATIONS INSTALL (.'." sN'IUE ADHE BACKED FLASHING NiAT OVER WIND07,Y NAILIIiC AT SILL (PRROTECTO—WI 13T -20,<L or EQUIV) APPL" I ' ENIBRANE -LASI-111"40 /ER JOINT INSTALL 6" tAlIDE ADHE',, BACKED FLEXIBLE FLASI MATERIAL OVER 1318,11" r; JOINT (PR OTECTO—WRAIL LIT-20XL or- EQUIV) Nmf I 11116mm I &" %mf I &=a 1 %0 WINDOW FLASHING INSTALLATION DETAILS Plot Style: ---- Plot Scale: 0,3869--1 Plotted At; May. 2,2, 19 12:31 N4 By: BMY/32 Last Saved By: BMW32 Lost Saved At: Dec. 15, 18 INSTALL 6" WIDE A01—IESTVE B - -'C'KED FLASHING MATERIAL OVER WINDOW NAILING FLANGE AT JMJHS SN/ A 2" t'vlh',l OVERLAP AT SILL (PROTECTO-141HAP 1BT-20XL or EQUIV) APPLY POINTING OR -)PRAY ADHESIVE ati PERIMETER QF ALL FLASHINGS TO I,"ISURE A WEATHER—TIGHT SEAL yi STEP 3 STEP 7 I" PAST NAILING FLANGE • z INSTALL MTL DRIP CAP (CV FIN ONLY) HEAD FLASHI,.,G CIU T Ivi TL FLASHING x FOLD FI -0 GE I FOLD D IR I P FLAr-IGE 741DOW FRAME ,%Mw I &=I —T DUEL 1, IT 15 THE C01"-ITACTORS) RESPONSIGILTY TO VERIFY THE COI'vIPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS &. FLEXIBLE FLA'*Hlfl,]G I,-,,IATERIALS USED DUk'Ir--jG CONSTRUCTRDN 2, INSTALL ALL NIATERIALS PER MANUFACTURERS WRITTEN SPEGIFIGATIOt,15 WARNINQ., SEALA�1'r,.-:,./FLAHlt-,,IG'-I P�41AY REACT ADVERSELY IF NOT COMPATIBLE. c--,;hNOIF--. PREP & ALL --�SUPF`CES TO R'ECIEVE MEMBRANE FLAS)HING PER MAP--JUF 7,iRITTEN SPECIFICATIONS - S 1 1 M44 No. 52 lot STKFE OF ONAL 1/t I1100 Printed copies of this document are riot considered signed and sealed and the signature must be verified on any electronic copies. N.T.S. 4 Ld LU D z G2 z U) ui w > Lu LU Lul < C 0wf 0 Z Z x I 0<0 <0 w 0 U- z < C/) 0 C/) Chi C: on Ix ZE: LL Ld SCALE PROJECT NO. 12152018 SHEET A- LU D z G2 z U) ui w > Lu LU Lul < Z Z SCALE PROJECT NO. 12152018 SHEET A- LU D z z U) ui w > z < (.Y) w Z Z x I 0<0 <0 w 0 U- z < C/) "T C/) Chi SCALE PROJECT NO. 12152018 SHEET A- w r; ,-5 CONNECTORS r•;1 r,...;l,,r.!r',1 F-IEn.F;ER '.:>I'AN (FT., CONNECTOR - � `� SIMPSON (1) LSTA 12 (2) LSTA '12 (2) LSTA '18 (3) LSTA 18 HUGHES (1) RT 20 (2) RT 20 (2) RT 22 (2) RT 22 SIMPSON {2} SP1 OR (3) SP1 OR (4) SP] OR (4) SP'1 OR (2) SP4 OR {3} SP4 OR (4) SP4 OR {4} H5 (2) H5 (3) H5 (4) H5 LTT 20B HUGHES (1) SPT1 OR {2} SPT -1 OR (4) SPT1 OR (a) SPT1 OR (1) HCPL (2) HCPL (4) HCPL (4) HCPL SIMPSON H5,H2.5, OR 1-114TOP & BTM.. OF EACH STUD CRIPPLE STUDS f-IUGI-IES HCPL'rUP & BTN J - i J -RJD MAXIMUM HEADER SPAN (FT.) 3 6' =11 OR LES NUMBER OF HEADER STUDS SUPPORTING END OF HEADER UNSUPPORTED NUMBER OF FULL - WALL HEIGHT LENGTH STUDS OF EACH END OF HEADER 10 1 2 2 2. OR LESS GREATER THAN 10' 1 2 2 3 STUD NOTE: HEADER &. FULL LENGTH STUDS TO BE TIED TO EACH OTHER W/ 10d IGS '12" O.C. STAGGERED ,r . SIMPSON LSTA 12 @ 24" O.C. HEADER ' FILLER STUDS.-/ CONNECTOR `A:' - HEADER STUE NC rICHO PSE: UIRELL ? CONNECTOR "B" m /11N s"``a F— A C"1 ['1 " k Ami / 1—\F—"V All ['i SHEATHING ING TYPE & FASTENING: '15132" C -D PLYOOD OR 7116" O.S.B. SHEATHING )ANI 8d RING SHANK NAILS @ a" O.C. ON EDGES AND FIRST FOUR FEET OF ROOF SHEATHING FROM ALL EDGES, AND 6" O -C_ @D SHEATHING INFERIOR FELT PAPER TYPE & FASTENING: 15 LB. FELT OVER SHEATHING IN/ ]" CAPPED ROOFING NAILS @ 6" O.C. @D OVERLAPS & '12" O.C_ Q FELT INTERIOR SHINGLE TYPE & FASTENING: COMPOSITION SHINGLES W/ (6) '11" ELECTRO GALV. ROOFING NAILS @D EA. SHINGLE W/ FULL SHEATHING PENETRATION — VENT TYPE & FASTENING: T-0" x 2'-0" GALV. OFF -RIDGE VEN FS WIT I" ELECTRO GALV. ROOFING NAILS @ 4" O.C. FLASHING TYPE & FASTENING: 26 GAUGE GALV. ALUMN. FLASHING W/ 11°' F &I " k X_`)OF A",-:"(:"EME�LY/NAILli"'\i"u'-- DETAIL SCALE: I=V-0" THE FOLLOWING LUMBER GRADES SHALL BE THE Mil`JIN1l1M ACCEPTABLE GRADE UNLESS OTHERW - ta'-a° 1. OF EACH STUD _.TRUSS OR ROOF FRAMING MEMBERS _ SIMPSON LSTA 12 0 EA. END CRIPPLE PLAT r- DBL. TOP ! r'' � STUDS 1 E i F'..1LL LEI(3TH viALL ST)W-,; HEADER CONNECTOR "A" FULL LENGTH WALL STUDS — HEADER STUDS - - NC htCHO S / R �1UIREC CONNECTOR "B" \ `L6 — HEArLD"ER AIND STUD DETAIL SHINGLES TRUSS TOP CORD MEMBER ROOF SHEATHING FELT PAPER '16"(W) 26 GAUGE GALV. ALUMN. FLASHING W/ `11" ELECTRO GALV. ROOFING NAILS @D 4" O.C_ W1 ALL WEATHER PLASTIC ROOF CEMENT ABV.�� & BLW. FLASHING __..... ................ _ _ ___.___.___ ................__ _.l'' m . ___._-- _ ........_ ..w_ 111 FLA%1:.,)HING cit, VALLEY SCALE: 2" = V-0" 48"x12" GALV_ ALUMN. OFF -RIDGE VENT W111" ELECTRO GALV. ROOFING NAILS @ 4" O.C. W/ ALL 'HEATHER PLASTIC ROOF CEMENT ABV. & BLW. FLASHING SHINGLES _... __.............'.� ti��4lt FELT PAPER _...__.._-- _. ROOF SHEATHING TRUSS TOP CORD MEMBER 2x4 FRANKING @ HOLE IN SHEATHING FOR VENT TRUSS TOP CORD BEYOND OFF— FIIDGE VENT SCALE: 2" =V-0" Plot Style: ---- Plat Scale: 0.3869:1 Plotter! At: May, 22, 19 12:31 Al,f By: BMY132 Last Saved By: BW02 Last Saved At: Dec. 15, 18 I ISE MOTEU: ',' �'.•ti. ,E.-`I'II'�._; r-�Tlaa�;� HEIs_HT GRADE STUD SPECIES O.C. #2 CONSTRUCT. STUD SPRUCE 24" 8'-0" HEM -FIR 16" 10'4" 9'-6" 2X4 DOUGLAS 12" 1I'-0" '10'-2" 9'-8" 2=1" 9'-0" PINE SPRUCE 2=I" 12'4" 10'-0" HEM -FIR 16" 13'-9" '1 't'-0" DOUGLAS 12" 17'-0" 13"-8°' 2X6 2=I" 13'-9" 10°-4°'' so. Y. PINE 16" 16'-0" '12'-10" 12- STUD HEIGHT (BEARINU-0 SCALE:114" - ta'-a° NOTE: GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ATTICS WITH hOT LESS THAN 112" SIMPSON MTS '12 STRAP TIE GYPSUM BOARD OR EQMALE#IT APPLIED TO THE COMPOSITION SHIN€ALES OVER 15 LB. (UNLESS NOTED ON ROOF PLAN) GARAGE SIDE. STRUCTURES SUPPORTING FELT ON 15/2" C -D PLY'ND. OR FLOOR/CEILINGASSEMBLIES USED FOR SEPARATION 7/16" O.S.B. SHEATHING SHALL BE SEPARATED BY WT LESS THAN 1/2" GYPSUM BOARD OR EQUIVALENT SIMPSON META '15 -TRUSS ANCHOR PRE-ENGINEERED TRUSS ' (UNLESS OTHEWNISE c� 24' O.C_ ` NOTED ON RQOF PLAN) " ' 8-0A.F.F. MTL. DRIP 1 TA" A.F.F. , EDGE 11 'r TRUSS BEAR. HT. f/ter — 12" DR'r'NALL SEE ELEV. FOR I12" DRYWALL � f' � FASCIA SIZE & TYPE YHALL r DBL. 2 X 4 WD TOP -PLATE ALUMN VENTED SIMPSON SP 2 CLIP @ EA STUD TO /J SOFFITJ TOP PLA" `�. ,• — ICL" DRY'NALL IlRa Us lakkyffy sl 2X4 WD_ BLOCKING @ 11'4" A.F.F. REQUIRED FOR ALL BEAR- HTS. OVER 10'-0" A.F.F. l' 2X4 IND. BLOCKING @ba' -0" A.F.F. REQUIRED FOR ALL BEAR. HTS. '12'-0" A.F.F. ATNdD OVER_.. - 2 X 4 WD_ STUDS Cm 16" O_C. M..-:.._.., SIMPSON SP1 CLIP ca EA STUD TO 7 BTM. PLATE GARAGE THIS SIDE 2 X 4 P.T. BTM PLATE SEALED Ih SLAB ANCHORED W1 V DIA. A.B. & 2" WASHER — 24" O.C. EMBEDDED INTO SLAB 5" a 4" CONC. SLAB Wl 6X6 #10 WELDED WIRE MESH OVER 6401L.. VAPOR BARRIER ON CLEAN, WELL COMPACTED TERMITE TREATED FILL I FINISHED FLR. '_-(A' —' 1b'X it 1AON0. CONT. FTG. w (2)#5 eARs CONT. 3 — INTERI � BEARIN « S EP SCALE: '11=1" 1'-0" 7TE,_„ - KITL'HE'1 I t.<3 2x.4 I`.I•IEE 516.1 I 'pt��i FP- HE'. -:5( PTD, T r' H EN X12" T=3R[..`I',:FAs,r L{145 `SEC TION ALUMN. 'NIt`dDOY'1 Ccl'.1ENTITIOUS FINISH P.C. CONC. SILL �1__�- PRE–ENGINEERED �-- TRUSs 24" O.C. t3°–Q" f0 - a 9'-4" A.F.F. -TRU: S BEAR, HT, —E3ATr. IPIlSIJL. (R-19 IwIIN. DRYWALL ""—CONC. FILLED "U" Cti9U 1_41TEL W/ (1) #5 BAR CONT. LINTEL HEADER (SEE LINTEL SCHED, FOR TYPE & REINF,) \' DRYWALL OVER 2 he11L VAPOR. BARRIER OVER Fd -3 IN`aUL> L 1rr CONC. FILLED E3LK. CELL W/(1) #5 FEQD VERT, CANT, FRQhYi FTTZ. TO TIE BEAM ('N% 25" LAP) axaxls C.M.U. �- ,III Ilu U._Q„ GRADE -9` FINISHED FLOUR (REFERENCE QI`dL`r') (1) -L5 VERT. 'N/ 25" LAPIL 1U" HOOK Cc -:V F"1'G. f = � CONC. SLAB '1V,/ 6X6 #10 WELDED ','VIRE t'r1EH OVER G–MIL. VAPOR 16"x20"(D) CONT. MONO. FTG. �� BARRIER ON CLEAN, WELL COMPACTED Y// (2) �t5 CONT. � � -`� TERMITE TREATED FILL 1 — TYPA. C.M.U. WALL '•11o.52I01 =�'aA SOTAre OF Printed codes of this document are not considered signed and sealed 0 08 and the signature must be verified on any SCALE 1/4"- i �_0„ J PROA-8 - ECT Na. 12152[318 SHEET i ELECTRICAL LEGEND- VA _)LEX 110 VOLT 1•::i1_JIC'�UTLET—`FALL t-JOUyNTED►� .f LIGHT FIXTURE—CEILING (SUSPENDED 4[� 110 VOLT QUAt.)PLEX CUTLET -WALL K�00NITEID 0 LIGHT FIXTURE -CEILING RECE,;,:ED = 110'''i DUPLE; -GFCI or AFC .".S I E ?i_II(:ECa 0 LIGHT FIXTUIRE-RECEa`._=)ED EYEBALL VA '' OLT D)IJPLEX OUTLET-`hEATHER 1-�1<C:)OF J) c:EILIr�IC� FAN`<l Q(y)U.J Ili) VOLT SPLIT DUPLEX OlJTLET—SWITCHED SMOKE OETECTOR—CEILING MOUNTED 11-`) VOLT DUPLEX CUTLET -FLOOR I`;Iffijl`-,ITE0 EXHAU`xT FANI 29-0 VOLT OUTLET-$NALL &iOUNTED Er HAU'1T FANAIGHT FIXTURE C0I`vl 30 ► TELEPHC),`dE OUTLET - FLOOD LI"H-I`:'-DtJAL HEAL) _0D_ SYdTC.:H ELECTRIC PA,'•IEL -4' %,%,'IT::IH-THREE VIA`( 0LL T`UCTUREC> PA,P•JEL V r.?IJIC-K r l`at:UNNEC:T -* `aWITCH-Dltvl:'v1ER If SECURITY' KEYPAD LrJC P",Tl0N1 I-'iU`)H IR.11-T )r; 'S' ITCH 0 JWI` L;tCATION F DOOR BELL CHlf~.11E`; FA. FIXTURE A.LLO`+%,At-I CE -LE TELEVI,':,ke)N C)j_JTLET D SPEAKER Lo, ,TION -v-.N-. - _- 1 X11 FLUC_ RECCENT LIGHT FP(Tt,;F� E CEILINK; hiIQUNTED r LIGHT FIXTURE-C'EILINC t-,'0(JhJED 2'X11' FLS,. O"E' 'CENT LIGHT FIX_FM`;E C.,EILlr�rr,; r�.1,)IJrJTEIw� -'` LI C:�H T FI s, T'tJ R E - `l�l .''�. LL '�+1 CJl_,+f��l TEL1 A/C E.aiai� r Ei vetkn aac+; l.E 3 c,. h - a ; 2" cr.pircuir *Ul3 — /01 THHN rA 4JfRl, C, ,R QJAL ?C)() APJP P.",KIEL ZGfj AMI -1 T 4 /tD :A L —� :;ER IC:E CABLE 1�tr_'t r_ HEAD `J I SiIETEr) CONNE:;T TO ?.PON/E CROUNF., SERVICE PC 1'iER 7r C.orr=EF; CL) TO COLD ';d.�TER PIFC E AT HOSE BID t (;:?OIJtIU TO H 3AR EMBEDDED IIJ E ,t_,t1DATl A4 Note: All Dimensions For Ceiling Light Fixtures Are Approximate And Are Measured Horizontally On The Blab/ Floor. All Other Ceiling Fixtures In Bedrooms Are Centered In Room, Nate: All Electrical Receptacles and Panel Box to be Located per Governing Agency Code. ELECTRICAL FLAN "A" Plot Style. ----- Plot Seale: 0.3869:1 Plotted At: May. 22, 19 12:31 AM By: W0132 Last Saved By: BMW32 Last Saved At: Dec. 15, 18 6dedIt El-,kbri Ercrft �,�,tilllf(jII/i s mFf114 :gyp sTArE or r^4 OP1Vlq N' •�� ,`�, 0NAL '��'O" 111sl. Printed copies of this docurrtent aFP not considered signed and sealed and the signature must be verified Oil any electronic copies. NOTES: 1, INSTALL TEM-PORARY PO`hER FOR C OI%I STRUCTI0I`.,I AS REQ1.)1RED. 2. ALL ELECTRICAL �,VORK .AND Pi1ATERIALS TO BE INSTALLED PER N`EC, NFPA, LOCAL `STATE AND NATIOt`'1AL CURE, 5. LOCATION OF ELECTRICAL RACEWAY,\NITCHE;.,, PANELS, EQUII--`tv1ENT, FIXTURES, ETC, SHALL LIE ADJUSTED TO ",CrOMr ,iiOD,ATE THE tiryORI< TO AVOID I'1_FEF?FEREN1,-.,'ES ANTI ;IPATED AND ENCOUNTERED. 11. ("ONTRA'.JTOR `:)'HALL VEr IFY ` ,h'ITCH TYPE AND LOCATIONS, WITH OWNER PRIOR, TO INST.ALLATIr; N a 1,1+ITH CaV'!NER PRIOR TO ISN.,.-;Tr,LLATIC.)I1. COLOR OF COVER PLATES, S�VUC.HESAND RECEPTACLE) SHALL BE SELECTED E3Y 0`NI`1ER. 5. CONTRACTOR .:SHALL DETE` I'dINE THE E,'A(' > I,�,}IJTE .�'.fd17 LOCATION OF EACH ELECTRICAL RACEWAY PFJOR TO &IAKE-UP AND A SEMEDLY, f:. OUTLETS, AfJD APPLIMICES .-,'RE _;HO NI A[,.,1[) LC:)C ACED ON THE DRAWIt,KJ AS ACCIJF),ATELY A`..i I`(.)`jSdFjLE. ALL IvIEAS'lJREPi1Er,lTS; SHALL 13E 'VERIFIED ON THE THE f-)NOJECT AND II'd ALL CA`"E` THE t/,/1 -)F' C SHALL SUIT THE SURROUNDING TRIM, FINISHES, AsiND/ORI C'ON`;TRUCTION. 7. HEIGHT`.: OF ALL OUTLET'. GHOWN ON THE DRAWINGS ARE APPRCJXIViATE ONLY. 8. THE REC UFREMENT 15 WRITTEN. "ALL BRANCH CIRCUITS THAT SUPPLY 125-N/OLT, lI`,IGLE—PHAGE, '15— AND 20— A,tvIPERE OUTLET: IP1 "rALLED IN +)INELLING IJI%JIT HEI:)ROOl."I a `: HALL BE PROTECTED BY AN ARC—FAULT CIRCUIT INTERRUPTER LISTED TO PROVIDE PROTECTION OF THE EIJTIf,E F'1RANCH C:Ir 0:1.31 f." THIS INCLUDES' ' OUTLETS FOR RECEPTACLES, LIGHT`;, FAP1S, DETECTOR'. -.3, ETC, IN C;IIw,I.,IIT a THAT ::J�)r'C'L'( 1iEr)F;OC)t,f �. 9 LOAD DATA, AND CAL( 'MLATIC)N� -,3 ',tlERE DE`=�IC; HIED BASED 00 II-dF+: k'MA�t ION C7IVEaN T �,^�I` C HI FE�� F 'CIE ;IC7h�lEi AT THE TIP-i?E OF DESIGN, PRIOR TO III STALLATION OF ,ALL ECiIJIP'v� Et'd-r VERIFY SIZE OF EC;UIPtvIENT 4,11) PAhIEL CIZE. '10. ELECTRICAL SYSTENJ SHALL BE GROUNDED, SEE RISER DIAR.AM 11. OU (LET BOXES SHALL BE PRESSED STEEL kN DR, -Y LOCATIC1",15, CAST ALLOY WITH TH��EADED HUDS IN WET ;;ldl) 1)Ai'`+11-1 Lt)CATIC)Pl a AND SPECIAL ENOL(:)`: URE::; FOR OTHER CLASSIFIED LCI C A TI 0 r,1,3 12, DISCONNECT SWITCHES SHALL BE H.P. RATED HEM"Y DUTY, QUICK-I'vIADE, QUICK BREAK ENCLOSURE REQUIRED BY EXPOSURE. '13. 53k-1OKE DETECTOR'_3 (OR) C0I%4DINAITION ':I`vIC)I<E &� CAR131,DN tv1C)NOXIDE) SHALL BE HARD WIRED 010 VOLTS TYPE) T NON-S'4'ITC..,HABLE LIC;HT CIRCUIT, SHALL NOT PE CONNECTED Ir,1T::) THE LOAD ;IDE OF A GROUND FAULT CI RC UIT, AND `HALL HAVE A TEST BUTTON, VdTH BATTEf=;Y PACK—UP SYSTEM ANID VISIBLE ('C;11',EF, OP1 Irsf:)Ic:A rC:)I . 'I ,t., SM01<E DETECTORS SHALL BE LOCATED C), I C)F,,, 1'dEAR CEILING INSIDE ,` ND OUTSIDE OF EACH 'SLEEPING AREA, VEf"?IF'( LOCATIO11'; OF SMOKE DETECTORS ',KITH THE 0IR"A"NINE a. 15. INSTALL ` lvIOKE—CAQI31 kI I`vI01\10XKJE DETECTOR WHERE SHOWN. 1C , FI.JR1` ISH AND INSTALL FIXTURES AS, CALLED ON THE PLr% OR AS SELECTED BY Olr',lEFL '17, CC:JNT?AC.'TOI? 'HALL VEIdFY FIXTURE TYPE AND LOCATIrON11 WITH C)''r l",JER PRIOR TO INSTALLATI01,1. 18. C0J.)1,I)INIATE HEIGHT`) OF WALL MC)UNTED LIGHTHI(3;s FIXTURES TO CLE,AR VIRE OIL'S, C: 5lI`'•IET'w;, UUILTS—IN s, TF11Ivl, E"rCJ, LOAD CALCULATIONS 1.720 SQ. FT @ 3.0 VA / SQ FT Refrigerator Microwave Dishwasher Range / Oven Dryer Washer Water Neater A/C#1@10.0 kw Sub Total A/C @ 10 KW 1 st 107000 @ 100% Remaining TOTAL 27) 688 240 V 200 AMP PANEL = 5,166 VA = 1,200 VA = 1,500 VA = 1,800 VA. 6,000 VA = 5,000 VA = 1,200 VA = 5, 000 VA = 107000 VA = 86,866 VA = 107000 = 10,000 VAC 40% = 7,268 = 27, 268 188.6 AMP r m �f C, E 0 o 0M V) r- `0 r w0 en en Z 0. 1W 1W Li Vi W Z;.j psi z � 0 Yw W tJi W SCALE 1/4'$— 1 s—()" PROJECT NO. 12152UI8 SHEET E-1 W D ra co W> W CL Q(y)U.J C Cr p - w w 0LL c V W � o C 0 0 SCALE 1/4'$— 1 s—()" PROJECT NO. 12152UI8 SHEET E-1 W D co W> W CL Q(y)U.J 0<0 lw 0LL 0 1-- C SCALE 1/4'$— 1 s—()" PROJECT NO. 12152UI8 SHEET E-1 0 I _ - Architectural Specification General Scope of Nork: 1. MATERIALS AND METHODS OF GONSTRUGTIONS SHALL GONFORM TO THE REQUIREMENTS ORANGE COUNTY FLORIDA. 2. CONSTRUCTION PLANS MUST BE DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE 6TH EDITION. RESIDENTIAL (RESIDENTIAL 301). 3. SGOPE OF WORK INCLUDES: a) EXCAVATE AND COMPACT SOIL, SET SLAB AND PATIO FORMS, TREAT SOIL FOR TERMITES, INSTALL PLUMBING ROUGH, VAPOR BARRIER & REINFORCING, PLACE AND FINISH GONGRETE. b) INSTALL GMU BLOCK NALL N/LINTELS AND TIE -BEAM, INSTALL REINFORCING, STRAP AND GROUT. c) SET WOOD TRUSSES, INSTALL ROOF SHEATHING, DRY -IN, SHINGLE AND SOFFIT. d) FRAME NOOD (OR MTL) STUD PARTITIONS, INSTALL INSULATION, ELECTRICAL, PLUMBING AND SHEET ROCK. e) INSTALL DOORS AND NINDON5. f) APPLY STUCCO AND PAINT. CONCRETE & MA50NRY FOR GBS NALL5 CONCRETE SLABS, AND FOOTINGS SEE CONCRETE & MA50NRY NOTES HOOD 1. PLYNOOD: APA EXP -1, GDX. ROOF SHEATHING: 5/&" (1q/32" MIN). 32/16 SPAN. 2. LUMBER: FURRING & BLOCKING: DOUGLAS FIR -LARCH, HEM -FIR, SOUTHERN PINE, NO.2 OR BETTER, MAX. MOISTURE CONTENT. USE PRESSURE TREATED INHERE NOTED AND OR REQUIRED AND IDENTIFIED PER FBG 2303.1.&.1. 3. FRAMING ANGHORS: 51MF50N GALVANIZED, N/ALL NAILS, SGRENS AS SCHEDULED, 4. ANCHOR ADHESIVE: SIMP50N AT AGRYLIG-TIE, 2 COMPONENT, GAT. PA. 69 M015TURE AND THERMAL PROTECTION 1. INSULATION ATTIC: R-30 MANVILLE KRAFT -FACED THERMAL INSULATION: INSTALL IN AGGORDANGE "ITH MANUFACTURER'S REGOMMENDATIONS FOR THE GIVEN CONDITION. 2. INSULATION NALL: R-4 MIN. AT GBS WALLS, INSTALL IN ACCORDANCE NITH MANUFACTURERS RECOMMENDATION. PERFORATED ALUMINUM, SEE PRODUCT APPROVAL 3. ROOF VENTING: SOFFITS - VENTS - EQUAL TO OMENS - GORNING 'VENTSURE' 4. CAULKING / SEALANT: GE SILICONE II XST, (PAINTABLE ) "INDONS AND DOORS 1. EXTERIOR DOORS 1-3/4" PRE -HUNG, FIBERGLA55 OR METAL, IMPACT RATED, FLUSH OR PANEL INSULATED CORE, PRE -FINISHED, 3 -BUTT HINGES PER DOOR, 36" X &0" SIZE, RAIN -TIGHT NEATHERSTRIPPING AND NEATHERSEAL THRESHOLD, HARDNARE : KEYED EXTERIOR LOGKSET. IN ACCORDANCE WITH PRODUCT APPROVAL. 2. SLIDING GLA55 DOORS: ALUMINUM IMPAGT RATED, UN-REINFORGED, STANDARD STILE & ASTRAGAL 2-1/2" SILL. 3. WINDONS: SINGLE HUNG, VINYL IMPACT RATED, INSULATED, SIZES 5HO"N IN AGGORDANGE EITH PRODUCT APPROVAL. PAINT & FIN15HF5 1. STUCCO GEMENT: "IRE MESH ON 30# MIN FELT UNDERLAYMENT, SCRATCH, BRONN, FIN15H GOATS 3/4" THICK ON GONGRETE BLOCK 1/2" THICK (2) GOAT, TEXTURE FIN15H TO MATCH EXISTING HOUSE, - GEMENT SOFFIT -ON EXPANDED METAL LATH 2. SHEET ROCK (6YP5UM) NALL BOARD SHALL BE U.S. GYPSUM OR EQUAL, INSTALL IN ACCORDANCE NITH MANUFACTURERS INSTRUCTIONS. 3. PAINT INTERIOR (2) GOATS OF VINYL LATEX SEMI -GLOSS PAINT STUGGO (2) GOATS EXTERIOR LATEX, 4. FLOOR FIN15H AS SELECTED BY O"NER. WAG MECHANICAL 1. INSTALL NEN HVAG SYSTEM AS SHONN ON DRANIN65 NITH A/C GALG. ALL WORK SHALL COMPLY "ITH THE FLORIDA BUILDING CODE 2017 6TH EDITION. MEGHANIGAL SEE ATTACHED ENERGY GALG. AND DUCT LAYOUT N/ GFM. 2. DUCTS IN GARAGE AND DUCTS PENETRATING THE NALL5 OR CEILINGS 5EPERATING THE DWELLINGS FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGA SHEET STEEL, 1" MINIMUM RIGID NONMETALLIC GLASS 0 OR GLA55 1 DUCT BOARD, OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 3. GUTTING & PATCHING OF ROOF OR NALL SHALL BE IN ACCORDANCE TO THE ONNER'S AND ARGHITEGT'S REQUIREMENTS. 4. COORDINATE ALL "ORK "ITH OTHER TRADES PRIOR TO INSTALLATION TO AVOID ROUTING CONFLICTS. 5. ANCHOR AIR CONDITIONER CONDENSING UNIT TO CONCRETE PAD N/GALV. MIN 16 GA BRAGKETS OR STRAPS EACH CORNER / 2-#14 SMS TO UNIT AND 2-1/4" X 2" TAP CONS TO PAD. 6. PLUMBING: SEE NOTES AND R15ER DIAGRAM SHEET _OF _. 7. PROPERLY DISPOSE OF ALL DISCARDED MATERIAL AND NASTE PER ONNER AND THE CITY OF APOPKA REQUIREMENTS, 1A. DESIGN OF REINFORCED GONGRETE CONFORMS NITH BUILDING GODS REQUIREMENTS FOR REINFORCED CONCRETE- AG1 31 &, LATEST EDITION. 2A. GONGRETE SHALL HAVE AN UNCONFINED GOMPRES5IVE STRENGTH OF 3000 PSI AT 2& DAYS. CONCRETE PROTECTION FOR REINFORCING BARS SHALL BE AS FOLLON5: FOOTING 3" CLEAR, BOTTOM AND SIDES, 2" CLEAR, TOP SLAB5 3/4" CLEAR, U.N.O. PIERS 1-1/2" GLEAR TO STIRRUPS COLUMNS 1-1/2" CLEAR TO TIES 3A. CONCRETE ANCHOR AND FASTENERS: EXPANSION ANCHORS SHALL BE N5 5ERIE5 "EDGE ANCHORS A5 MANUFACTURED BY PHILLIPS RED HEAD, OR HILTI KNIK BOLT AS MANUFACTURED BY HILLI, INC. OR APPROVED EQUAL. 4A. PRE-GAST U-LINTLES: ALL "U" TYPE PRE -CAST LINTELS INDICATED ON DRAWIN65 ARE TO BE PRE-GAST AND/OR PRE-STRE55ED IN AGGORDANGE NITH SPAN AND LOAD CAPACITIES AS INDICATED IN "DESIGN MANUAL, BY GAST-CRETE CORP. (LINTEL5 SHALL BE BY GAST-GRETE OR APPROVED EQUAL). 5A. REINFORCING STEEL: REINFORCING STEEL SHALL BE NEW BILLET STEEL CONFORMING TO A5TM A615 -GRADE 60, EXGEPT THAT NE" BILLET STEEL CONFORMING TO ASTM A 615- GRADE 40 MAY BE USED FOR COLUMN TIES AND BEAM STIRRUPS. ALL DETAILING AND AGGE55ORIES SHALL CONFORM TO TYPICAL DETAILS SHO"N IN THE "MANUALOF STANDARD PRAGTIGE FOR DETAILING REINFORCED GONGRETE STRUGTURE5 GT 315, LATEST EDITION'. 6A. ALL GONTINOUS VERTICAL OR HORIZONTAL BARS IN FOOTINGS, FOUNDATION NALL5, SLA55 AND OTHER GONGRETE SHALL BE LAP-5PLIGED "HERE NECESSARY OR DESIRABLE, BY AIRING TOGETHER IN CONTACT. LENGTH OF ALL LAPS SHALL BE 36 -BAR DIAMETERS OR 25" MINIMUM, NHIGHEVER 15 GREATER (EXGEPT AS NOTED BY DRAININGS). ALL BARS AT END OF GONTINOUS FOOTING OR BEAMS SHALL BE GONTINOU5 TO FAR SIDES OF INTERSECTING ELEMENTS. 7A. ALL 51 ABS ON GRADE SHALL BE 4" THICK AND REINFORGEO NITH 6x6 -"1.4x@1.4 N.W.M. UNLESS OTHERNI5E NOTED, LAP MESH T' AT EDGES AND ENDS AND PROVIDE ADDITIONAL REINFORCING "HEN 5HO"N ON DRA"ING5. PLACE MESH IN CENTER OF SLAB. &A. MOISTURE BARRIER BENEATH FLOOR 5LAB5 SHALL BE 6 MIL POLYETHYLENE. qA. CONCRETE MASONRY: DESIGN AND GOMPRE551VE STRENGTH OF MASONRY ASSEMBLAGE (FM) OF 2000 PSI MINIMUM TO GIVE A MINIMUM COMPRESSIVE STRENGTH OF MASONRY ASSEMBLAGE (FM) OF 2000 PSI MINIMUM TO GIVE A MINIMUM COMPRESSIVE STRENGTH OF MASONRY ASSEMBLAGE t(FM) OF 1500 PSI, UNLE55 NOTED OTHER"15E. MORTAR SHALL BE ASTM G 270, TYPE "5" FRESHLY PRE -PARED ADN UNIFORMLY MIXED WITH MINUMUM GOMPRE551VE STRENGTH OF 1500 F51 @ 2& DAYS. GROUT USED IN CONCRETE BLOGKS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 P51 @ 25 DAYS. MAXIMUM HEIGHT OF GROUT POUR SHALL BE 4'-0" UNLE55 CLEAN OUT OPENINGS ARE PROVIDED AT THE BOTTOM OF GELL5 TO BE FILLED. ALL GROUT SHALL BE PUDDLED "ITH GROUT STIGK IMMEDIATELY AFTER POURING. FILL ALL CELLS "ITH CONCRETE GROUT CONTAINING REINFORCING STEEL. GONTINOU5 INSPECTION ARE REQUIRED FOR ALL MA50NRY NALL GONSTRUGTION. r1OC �)ry1e: - - - - r1OL JCUIU: U.JOOy: I rlOLUIU Me Vt1C. 1J, 10 O:J`t rM Dy: DIVIVVJL LUtiI JUVUU Dy: 0IV1VVJ1_ LUtil JUVCU HG VCG. I J, I V DESIGN STATEMENT: REFERENCE SYMBOLS TH15 STRUCTURE HAS BEEN DESIGNED TO MEET OR EXCEED THE WIND LOAD INDIVIDUAL TRUSS DESIGN DRANINC75 5HON SPECIAL LOADING GONDITIONS: DESIGN PARAMETER: 2017 FLORIDA RE51DENTIAL BUILDING CODE, 6th EDITION BUILDING DESIGN: EN6LO5ED ULTIMATE HIND SPEED: 140 MPH 3 SECOND GUST DE516N CODE: FBC2014/TP12007 DESIGN PROGRAM: MITEK 20120 &.1 HIND GODE: A5GE 7-10 €ALL HEIGHT] NIND 5PEED: 140 MPH ROOF LOAD: 40.0 P5F FLOOR LOAD: N/A P5F RISK CATEGORY: 11 INTERNAL PRESSURE GOEFFIGIENT: +/- 0.1& BUILDING MEAN HEIGHT: 15'-0" ROOF OVERHANG: 1'-4" ROOF PITCH: 6/12 OCCUPANCY: R3 ONE - FAMILY RE5I0ENGE WINDOW NUMBER GON5TRUGTION: Roy TYPE V 0<0 UNPROTECTED, UNSPRINKLERED EXT. BRG NALL5 - CONCRETE BLOCK ENG. HOOD TRU55ES DETAIL INT NALL5 - NOOD OR METAL STU05 & DRYNALL ASPHALT ARCHITECTURAL SHINGLES SHEET AREA TABULATIONS U) A/C AREA: 1720 SQ. FT. NUMBER GARAGE AREA: 260 SQ. FT. SHEET TOTAL: 1 q&0 5Q. FT. DETAIL KEY MC MEDICINE CABINET INDEX OF DRAWINGS A-1 PROJECT INDEX INFORMATION, A-2 FOUNDATION PLAN / DETAILS A-3 FLOOR PLAN A-4 ELEVATIONS, CROSS SECTION A -A, SECTION B -B A-5 ROOF PLAN / WALL SECTION /DETAILS A-6 ROOF DETAILS /ROOF PLAN LAYOUT A-7 BUILDING WRAP DETAILS A-8 DETAILS SHEET A-9 LINTEL PLAN E-1 ELECTRICAL PLAN S1 SITE PLAN SQUARE FOOTAGE FIRST FLOOR LIVING AREA 1720 SQ. FT. GARAGE ARCA 200 SQ. FT. TOTAL 1980 SQ. FT Mr. 7on ,y �32/� 0eanderAvnnue S�n0rd, 7: 2,771 RECORD COPY Hi�VILWgIj I OH 10001� COMPLIANCE FLANS EXAMINER DATE ",71OM-1 ! ?.0;IJFD SHALL. BE CONSTRUED TO BE A LIt.'FNS`r 0 PROCEED W11 H THE WORK AND NOT AS !J7F•+c RITY TO VIOLATE, CANCEL, ALTER OR SET F THE PROVISIONS OF THE TECHNICAL_ 7'�E=5>. I�ir1R SHALL ISSUANCE OF A PERMIT PREVENT !F SUILDING OFFICIAL FROM THEREAFTER )'E. )UIF41NG A CORRECTION OF ERRORS IN PLANS, ;I"�N =,1 F,UCTION OR VIOLATIONS OF THIS CODE I COMPACTION TEST REQUIRED Results to be Verified cit Slab Inspection #1 8-2941 F_" z 0 a Lr V) w 0 C ■ C E O° U 00 N OM f-. J -o O cl c w Q N � N to N d' n Kn -v 0 N �/ • X M o mw z o0 as w 1f __ V) u -1z N Z o Lo 0 ,0 t_c3 Ld u) LZ_ ` T ,y, O Ld 0 n• W W N Z Z 0 U w < 65 w !- CY w :E Q a 0 U 0 REFERENCE SYMBOLS 2X FRAME WALL Z 2X FRAME WALL WITH INSULATION _ h Li Li Li Li > 2X BEARING WALL WITH STUDS AT 16"O.C. Li Li Z < N m CONCRETE BLOCK WALL BRICK VENEER Doi DOOR NUMBER w1 WINDOW NUMBER Z Roy REMODELING NUMBER 0<0 DETAIL NUMBER I BUILDING SECTION TAG SHEET NUMBER 4 U) DETAIL NUMBER SHEET NUMBER DETAIL KEY MC MEDICINE CABINET ELEVATION INTERIOR ELEVATION KEY NUMBER _/D VIEW ORIENTATION SQUARE FOOTAGE FIRST FLOOR LIVING AREA 1720 SQ. FT. GARAGE ARCA 200 SQ. FT. TOTAL 1980 SQ. FT Mr. 7on ,y �32/� 0eanderAvnnue S�n0rd, 7: 2,771 RECORD COPY Hi�VILWgIj I OH 10001� COMPLIANCE FLANS EXAMINER DATE ",71OM-1 ! ?.0;IJFD SHALL. BE CONSTRUED TO BE A LIt.'FNS`r 0 PROCEED W11 H THE WORK AND NOT AS !J7F•+c RITY TO VIOLATE, CANCEL, ALTER OR SET F THE PROVISIONS OF THE TECHNICAL_ 7'�E=5>. I�ir1R SHALL ISSUANCE OF A PERMIT PREVENT !F SUILDING OFFICIAL FROM THEREAFTER )'E. )UIF41NG A CORRECTION OF ERRORS IN PLANS, ;I"�N =,1 F,UCTION OR VIOLATIONS OF THIS CODE I COMPACTION TEST REQUIRED Results to be Verified cit Slab Inspection #1 8-2941 F_" z 0 a Lr V) w 0 C ■ C E O° U 00 N OM f-. J -o O cl c w Q N � N to N d' n Kn -v 0 N �/ • X M o mw z o0 as w 1f __ V) u -1z N Z o Lo 0 ,0 t_c3 Ld u) LZ_ ` T ,y, O Ld 0 n• W W N Z Z 0 U w < 65 w !- CY w :E Q a 0 U 0 1/4" -1 '-0" PROJECT NO. 12152018 SHEET A-1 4 q i 4 a f Z _ co LU > Z < N m ui % ®dO Z Z � Z 0<0 ILL 0 U) T 1/4" -1 '-0" PROJECT NO. 12152018 SHEET A-1 4 q i 4 a f m Exterior Elgifj:ka ?=x N z O F IL N Ld w 76'-2n 9'— 4„ 54'-1" I 22'-1" 6' — 3" ------------- IB L. ■ Q - - - - - - - - - - - - - - - - - - - i - - - - - - - - - - - - - - - - - - -T (c)�d ct d 12/ \ '' 30'-9" <t 5 1.. I i I 6 r rrrr 33'-4" - i HB li I I I N36P-31) LP - K I; I Garage J I ) N F -v'-� ' (MIN) O r rrr. T1 4" THK. COttC- SLAB W/ 6 X 6 #10/10 W. W. MESH OR FIBERMESH REItlr. CONT. ON 6 MIL VAPOR BARRIER I I I V) o W/ 12" OVERLAP, SEA! EC @ ALL SEAMS & ALL PENETRATIONS i � rrr® � N I I -- OVER TER RITE TREATED, CLEAN, COMPACTED FILL I i h � ® O (`. I L-------------------------------------------------------------------- 1 V, o I I —0 —0 cv o VE N I I ----------------- i oq ti N 1 [V T. o z Wu 1 II Q ow V)V) v I A-2 I I� �✓�mw I 1®� ;EL ' 2 x 4 FRAMING 1 16" O.C. I o 4" CONCRETE SLAB W/ 6x6 10/10 WWF\ <r' 4" CONCRETE SLAB I I G �I ■ \W/ 6x6 10/10 WWF I - �_ a I 100LIDi L- — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — r 7 z I -------- -- - - - - -------- t--cr:.i err: cz 1 - #5 REBAR 8" 6 MIL VAPOR CONTINUOUS -� BARRIER .. N Q ,• A6, B --, p o z STEP IN GARAGE (NON—BEARING) 76'-2' �'� z W z�z I a-0 31,-10" ` v,z o 11 0 o Living Areas 1120 sq" M =1 3\" SGD TRACK W/ Tl U 0 CONT CAULK QED 6 2 4 C.M.U.—- -- -CONC. FILLED CELL W/ 0 o w z c (1) //5 VERT. Y _ SLOPE CONC. ;//-25" G- MIN. LAP OF < Exterior-i=�i,�a ., ROD (SEE FOUNDATION Of w = < cit 1 /8"/F MAXIMUM STUCCO = PLAN FOR LOCATIONS) o a u p FINISH JFFOUNDATION PLAN ))A) MONOLITHIC -z --,"� g � FINISHED FLOOR »_ ) » (1) )105 HOOK W/ TG5" LAP (REFERENCE ONLY) 1/4 - 1 -0)) -- O -- 4" CONC. SLAB W/ 6X6 #10 WELDED 24" X 12"(D) CONC.WIRE BARRIERS ON CLEAN, WELLCAPOR OMPACTED #5 BARS CONT.NT. FOOTER W/ ' TERMITE TREATED FILL A THRESHOLD DETAIL ui 1 _ V-0 0 �E THE STEM WALL VARIES FROM WHAT THE GROUND ELEVATION IS TO THE FINISH FLOOR - > N �' :STEM WALL ON RIGHT SIDE LL v 1 1/2" RECESS C.M.U. - - - _- CONC. FILLED CELL W/ rlALL BEYOND WALL BEYOND A r S. G. D. (1) #5 VERT. \ = 25 MIN. LAP OF 2 x 4 FRAMING z Z ry/ 7c 0 4" CONCRETE SLAB 4" CONCRETE SLAB �. �� 16" O.C. _XPANSON 6� z EXTEND SLAB EDGE (U ALL = ROD (_SEE FOUNDATION �� — L DOORS 1 1/2" PAST WALL FACE sxs to 10 ww - PLAN FOR LOCATIONS) 1/2" ANCHOR BOLT: w JOINT MATERIAL 6x6 10/10 WWF— / / ° 4" CONC ETE SLAB = 2" WASHER (� 24" O.C. —4" CONCRETE SLAB L� a 0 -0 --U w W/ 6x6 10/10 WWF !' CONCRETE61010 LABr �l 4" CONCRETE SLAB ( . . a. -�� FIN. FIR. " � � FIN. FLR. ` / / ® z I -- W 6x6 10/10 w .-r r� v a — / ! 4" CONCRETE SLAB u G < uJ ° a 4 �. \W/ 6x6 1010 IAYI—F _ ��_�, r� ° 6 MIL VAPOR 6 MIL VAPOR ° 4 — N� - \— —t_\ I ? ��a� —'—.j r : �} — V J _ �— CV N BARRIER z ! I _ `--r ! a p 3 BARRIER �7 cV a �-1—� ��_— LL� 6 BAIL VAPOR m CLEAN, COMPACTED CLEAN, COMPACTED TERMITE TREATED = BARRIER ° TERMITE TREATED r > z 6 MIL VAPOR 3 - u5 REBAR a' 6 MIL VAPOR s Fff ILL � FILL 2 5 BARS 1 STORY BARRIER CONTINUOUS - - -- BARRIER 2 - #� BARS (1 STORY) - ( ) 2 - #5 REBAR 16" 16" 16 CONTINUOUS AT GARAGE 12 SUNKEN SHOWER MONO. FTG, . (Q EX FR. DOOR MONO. FTG. (TYP. C.M.U. WALE) DTEP IN GARAGE (BEARING) 02 '_J SCALE 1] PROJECT NO. 0 12152018 SHEET ol_c.... i... n ZRR0.1 DL,4L.,A ni. r)o." 1R 1R R•rA PAA Rv• RAAW39 I nct CnvnrA Pv• PHW32 Inc+ Snved At' (iec 15 18 i ivy ..,�y,o. � ,..� �..,.a.... .....•...,...• ......... .•.. .....,. ..., �., ...,, ... ...�. _.....__ --' � ---- --'--. _. 0 ABV ABOVE AC AIR CONDITIONER AFF ABOVE FINISHED FLOOR AHU AIR HANDLER UNIT BLK BLOCK CABS CABINETS CL CEILING LINE CLC CEILING CHR CHAIR RAIL COFF COFFERED COL COLUMN COMP COMPRESSOR CRN CROWN MOULDING CVAC CENTRAL VACUUM SYSTEM DBL DOUBLE DIAD DIAGONAL DR DOOR DRY DRYER SPACE DW DISHWASHER EB EYEBROW FL FLOOR LINE (MAT CHANGE) FLR FLOOR FP FIREPLACE FR FRENCH DOOR FXD FIXED FXT FIXTURE GLS CLASS HB HOSE BIB KS KNEE SPACE LAV LAVATORY LT LAUNDRY TUB MRBL MARBLE MC MEDICINE CABINET MIR MIRROR MTL METAL OHC OVERHEAD CABS OPNG OPENING OPT OPTIONAL R&S CLOTHES ROD and SHELF REF REFRIGERATOR SPACE SD SMOKE DETECTOR SDLTS SIDE LIGHTS SGD SLIDING GLASS DOOR SH (2) SHELVE'--)' (QUANITY) SHWR SHOWER `_)-OAP SOAP DISH TB TOWEL BAR TPH TOILED PAPER HOLDER T&S TUB and SHOWER TEMP TEMPERED TOF' TOP OF BLOCK (CMU) TR TRANSOM VOL VOLUME WC WATER CLOSET WD WOOD WH WATER HEATER WNC>- WAINSCOT WS WATER SOFTENER WH WASHER SPACE �E2. DOUBL PLATE TOP PL/ CRIPPI STUDS HEADE ALL DETAILS AND 5ECTION5 ARE SHOWN ON THE DRAWINGS ARE INTENDED TO BE "TYPICAL AND SHALL BE CONSTRUED TO APLY TO ANY SIMILAR 51TUATION EL5EWARE ON THE PROJECT, EXCEPT WHERE A DIFFERENT DETAIL IS SHOWN, TRIMM MANUFACTURES OF ANY PRE-ENGINEERED, PRE -FABRICATED SYSTEM OR COMPONENT SHALL SUBMIT SHOP DRAWINGS FOR THE ENGINEEWDESIGNER'S APPROVAL PRIOR TO FABRICATION OK ERECTION OF SYSTEM/ COMPONENT, THESE SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER. THE BUILDING 15 DESIGNED IN ACCORDANCE WITH THE LATEST EDITION OF THE STANDARD BUILDING CODE. FOLLOW ALL APPLICABLE PROVISIONS FOR ALL PHASES OF CONSTRUCTION. THE STRUCTURAL INTEGRITY OF THE COMPLETED 5TKUCTUKE DEPENDS UPON THE INTERACTION OF VARIOUS CONNECTED COMPONENTS PKOVIDE ADEQUATE PRACING, SHORING, AND OTHER TEMPOKARY SUPPORTS A5 REQUKIED TO SAFELY COMPLETE THE WOKK. FOUNDATIONS: 51"KEAD 1`00TING5 SHALL BEAR ON SOIL COMPACTED TO DENSITY OF AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DENSITY (ASTM D 1 55%) THE SOIL SHALL BE COMPACTED TO TH15 DENSITY TO A DEPTH OF AT LEAST TWO (2) FEET BELOW TO BOTTOM OF FOOTING. FILL UNDER, FLOOR SLABS SHALL SHALL BE COMPACTED TO DENSITY OF AT LEAST 95% OF MODIFIED PROCTOR MAXIMUM DENSITY (ASTM). IT SHALL BE OWNER'S RE5PONSILILITY TO VARIFY SOIL FEARING CAPACITY AND 51-115 5UKFACE CONDITIONS, PRIOR, TO START OF CONSTKUCTION, OWNEK5 GEOTECHNICAL CONSULTANT MAY KECOMMENED SITE PREPARATION -REQUIREMENTS THAN LISTED ABOVE. CONTRACTOR SHALL COOKDINATE 501L INVESTIGATION FINDINGS AND SUBSEQUENT KECOMMENDATION5 WITH OVER AND HIS GEOTECHNICAL CONSULTANT. D1..4 0....1... n _xurn.A DI -44-A A4. r1,.,. 1 C 1 Q A.rA OAA R... RAAIAI77 I ..-+ C.,..a.J R..• RAAIA/Z9 I + Q--4 A+. na,. 1 V, 1 R SOLID FRAMING -HEADER )OUBLE LATE DP PLA JIM INE J RFAC I OUBLE EADER FURRINC ELIMINA- CRIPPLE WALL Living area 1120 sq ft 'El- EAerior Elevation Front FRAMING -HEADER DOUBLE 2x CRIPPL ESS PIPE MAX WIDTH PER TABLE ELEVATION DBL TOP PLATE PIPE L TOP PLATE SIMPSON "RPS" STRAPS (1 EA PLATE) NOTCH IN DBL TOP PLATE \--SIMPSON RPS PLAN VIEW RPS STRAP DETAIL SIMPSON Li MAX z MODEL PLATE NOTCH NAILS NO. SIZE WI DTH z W RPS18 2x4 51/2" 12-16d RPS22 2x6 51/2" 16-10d RPS28 2x4 12" 12-16d m �I z 0 a U Ld w 0 U 0 U) E ® O 4— D c N ® M 0 /® C) - Q N � N Q) N moi/ a x3M � mw z o0 aIL SCALE 1/4"-1'-0'j PROJECT NO. 12152018 SHEET A-3_ a a a Li z / Oa w 0 L co Lu z W W T LTJ _O LLJ aL, N N � O w SCALE 1/4"-1'-0'j PROJECT NO. 12152018 SHEET A-3_ a a a w a D co Lu o W � N N � Q w LO QD a �- W W N Z Z ®<® U W 4 w f-- -1LL® ® a 0 U p SCALE 1/4"-1'-0'j PROJECT NO. 12152018 SHEET A-3_ a a a w D co Lu �z W > N 0- Z Q w �- Io n Z Z ®<® -1LL® ® Q U) � U) C) T_ SCALE 1/4"-1'-0'j PROJECT NO. 12152018 SHEET A-3_ a a a _GARAGE BRG El ARCH'L COMP SHINGLES r pY 12 -I—_l- _ -- I. _ 1 . L 1__ I - --_ L_ L_. __..-L-_ )-r I I _. I I 1 1 I- _. _ U L_.- L_: T L_ T—� �. r --I I I f l__ - 1_ r V L�S L- r -I=- ' r- -r , r. I I I I I L r r I l- _ r�-. i - S- _ �1 - f� Z_ -. _ - I_ _ r- I r- I r - _ _ r - r - l-- 1rlT--r - I _ _ _ I I I I r _..--_IT--LL-1- _ - _ r-��_ -- _ r I r I I _ r r_`r-`r-'- r_`_r- - I I 1 , - -r- - r I I - � -t- ..--Il'YE �TI. r C. 1- r -:r f I _-_�- ....z��t T� I - --- --I I - r - I - 1 _ - I -. _ 1_ 1 1 [�� r L r _ L L_ L_. -r r - -i r- r- i F -1--L 1-l—l�—r--r—�- -r -�".-`---'--�r�r�. - .� -r- - - L -I -. - r - - - - - - - - �-T __- __. _ __ - I I I 1 I r I I 1-i__ r _ I 1 -.1 -�y ..-...�....-� ....:.._ .,'�_� �... I _ �� r L _ 1 i L r f I -.I l - I [ - I. ! _ _ 1 L- L_ �[ -T I-�I rJ.--r-Z.__..(T r I--L___h _1_L I - -.._._ TTL -1-1—)—r i�r1- I r_ .. r.:.- 1... -rT., r -C_, _r: METER •R a 00 5/8" THICK STUCCO FINISH L11 -I � 0 -I 00 OVER CONCRETE BLOCK WALL CD CU co CO (TYP) RIGHT ELEVATION E4 iia,._ 1._0.1 ARCHI COMP SHINGLES l,MW:TM�.Jr� 12 ... _._ I - I- I I -_ -.- 1 -.I. - - I -.__r--, I I I I I- --- I -- I __. - - - _' I 1- F� - - L -I- S - S -1 - - I 1- 1-- r - r _ - —rJi L z -L _.__ ___ 1-I-�.-r I ..- -- 1 __ -L.. - 1- I -t - - l I r L_r � . r 1 - - ..._I _. I . 1 1" -_. r J1I ��.C>-� ._l. _L _ l j .-.1.. 1. r' --r r- r I I- L�r'r, L._ _L I- r--7-7 1 1 TTTLT r �Tr- _�-_ l�a----�-- I - - L-- I f -- L __ _ :.. _ 1 I 1 - --- _ _ �- I I I I .T__._ I r 1 i I r-- I :. L.__ L _ f r --I I I i I r __r.—_.! I [ _1- I I I I � _- -----� __- 1_ -C - —. - r -- -r-- -- I- 1r- r-- L �r L- 1 !_ I - - L I - -I -_r_-1_-_�-1—fir[__ --r I- I I I �� 1-- ---- r- , -I r r r L._.'- T --I- _--- 1-- - I _ r- TL - �, -_ r . I r-- 1 _i—�.�_L.-1-' h'-[—r=.r- -r- -- �- r �, - I rI .- r _--L- -_ _. -- --r-�I I I r d co 00LLj1 5/8"-rI-IICK STUCCO FINISH OVER CONCRETE BLOCK WALL 5/8" THICK STUCCO FINISH (TYR OVER CONCRETE BLOCK WALL MAIN FIN FLR - (TYP) � n I 00 ARCH'L COMP SHINGLES LINE OF INTERIOR... r r VAULT -I- T- I I LEFT ELEVATION E3 1 /4" = 1 ' — 0" 12 6 6" C.V. BAND (1" PROJ/TYP) nrt ELEVATION NOTES EXTERIOR WALL FINISHES EXTERIOR WALL FINISH MATERIALS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE 1. FRONT ELEVATION SHALL BE A CEMENTITIOU S VENEER (CV) OF CEMENT BASED PLASTER EX-fERIOR FINISH OF -TYPE AND FINISI-I PER BUILDER SPECIFICA-(IONS. CEMEN-fI-�IOUS VENEER BANDING AT DOOR`; and WINDOWS -HALL BE 6" WIDE W/ 1' PROJECTION WHERE SHOWN ON THE DRAWINGS UNLESS NOTED OTHERWISE. ALL DECORATIVE CEMENTITIOUS BANDING and ELEMENTS AS NOTED ON DRAWINGS SHALL BE INSTALLED OVER RIGID INSULATION BOARDS. NO FRIEZE EXCEPT AS NOTED ON DRAWINGS. 2. SIDE and REAR ELEVATIONS SHALL BE EXTERIOR VERTICAL FIBER -REINFORCED CEMENT SHEET SIDING AND 1x4 TRIM PER BUILDERS SPECIFICATIONS WITH (2') Two FOOT C.V. WRAP UNLESS NOTED OTHERWISE. 3. PROVIDE CONTROL JOINTS, FLASHING AND FOUNDATION STOPS/ WEEP SCREEDS IN CEMENTITIOUS VENEER FINIS)H PER CODE, MANUFACTURER AND INDUSTRY STANDARDS. 4. ALL ROOFING SHALL BE FIBERGLASS SHINGLES UNLESS NOTED OTHERWISE (SHINGLES PER BUILDER SPECIFICATIONS). PROVIDE OFF -RIDGE VENT; AS SHOWN ON DRAWINGS. 5. ALL WINDOW CONFIGURATIONS (MUNTIN PA -STERNS, SPACING, ETC) ARE SHOWN FOR GRAPHICAL PURPOSES ONLY! ACTUAL CON- FIGURATION`; MAY VERY PER BUILDER AND MANUFACTURER SPECIFICATIONS. 6. SEE DETAILS FOR SAVE, SOFFIT AND WALL CONSTRUCTION. 12 1.21-1 SECTION A—A iia.,_ 1._0.. U W c: A W z 1 V) �� W d " Z cJ O Lt) z a Q W v) z a o Q =wLIJa 0 n. -- E > 0° — zQ(y) co 4 � U O LL (n � ® d0 03 N 00 U _ j__ _r D J L, Oo - c, nW N Z N morn a W • V) n� U) W W 2 I— Q 0 0 ^♦ U 0 X M o0 n. ci 5/8" THICK STUCCO FINISH OVER FRAME WALL (TYP) REAR R_EVATION E2_1/4 CA1E 0ERONT EEEVATION E1114 PROJECT NO. 1/4"= 1'-0" 12152018 SHEET A-4 i ,v� .��y,c. i ,v� `n....... v...+�,.,.... . i.,�w.. ..�. .. ..... . , ice. v...• i i m .-.�. ...m rr... �. �...... ......... .r�. ".....� �...,. .... ..... ,... ....... , W { i� W z 1 V) �� W d " Z cJ O Lt) z a Q W v) z a o Q =wLIJa 0 n. -- O > — zQ(y) co �Ljj O LL \ U U ® d0 N zZ�:E U 0<®� � o W nW N Z Z U a Y U W Q ()� U) W W 2 I— Q 0 0 U 0 5/8" THICK STUCCO FINISH OVER FRAME WALL (TYP) REAR R_EVATION E2_1/4 CA1E 0ERONT EEEVATION E1114 PROJECT NO. 1/4"= 1'-0" 12152018 SHEET A-4 i ,v� .��y,c. i ,v� `n....... v...+�,.,.... . i.,�w.. ..�. .. ..... . , ice. v...• i i m .-.�. ...m rr... �. �...... ......... .r�. ".....� �...,. .... ..... ,... ....... , W :D z � Q N W > zQ(y) Lu �Ljj LL :D ® d0 zZ�:E 0<®� _1 z a �0<U) U) CV (Y) (:D "'� T_ 5/8" THICK STUCCO FINISH OVER FRAME WALL (TYP) REAR R_EVATION E2_1/4 CA1E 0ERONT EEEVATION E1114 PROJECT NO. 1/4"= 1'-0" 12152018 SHEET A-4 i ,v� .��y,c. i ,v� `n....... v...+�,.,.... . i.,�w.. ..�. .. ..... . , ice. v...• i i m .-.�. ...m rr... �. �...... ......... .r�. ".....� �...,. .... ..... ,... ....... , 0) N w m 0 T -o O v- 0 O L N 0 3 0 z i 7 0 L N "O 0 0 7 0 J O '7- 0 e" 7612" 7p M Lo c� jlx' J1 CJ3A lCJ3A r J5r�. w Q w N N w w J5 J5 J+3 PJ31 J1 J1 r Cy3 CSi 76,2, TRUSS LAYOUT PLAN -1/4 1 0 NOTE: 1. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY( THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & FLEXIBLE FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURER`; WRITTEN SPECIFICATIONS WARNING: SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: PREP & PRIME ALL (-T-SURFACES TO RECEIVE MEMBRANE FLASHING PER MANUF \� WRITTEN SPECIFICATIONS O O \\I_ INSTALL DOOR PLUMB, THREE CONT BEADS 01' LEVEL AND SQUARE PER URETHANE SEALANT, ` MANUFACTURERS TYPICAL rij `// WRITTEN INSTRUCTIONS MECHANICALLY ATTACH 2x8 PT WD BUCKS FLUSHTO BLOCK TPER S- ZUCT ERIOR FACE DWGSIII� J�, %`� SET THRESHOLI OF SEALANT. APPLY SEALAN CORNERS AND EDGE OF THRE' Max ROOF ASSEMBLY (PER FOC 16.2 2010) ROOFING SYSTEM: ASPHALT SHINGLE OVER -HIGH SLOPE ROOF (4:12 OR GREATER) MATERIALS: FIBERGLASS REINFORCED HVY WT ASPHALT ROOF SHINGLE 71/ ONE LAYER OF UNDERLAY��.1E11T FELT. FASTENING REQ.: FOUR (4) RCCFING NAILS EACH SHIINCLE, PER SHINGLE MANUFACTURERS eiRITT_N SPECIFICATIONS FLASHING REQ.: CORROSION RESISTANT METAL FLASHINGS INSTALLED PER DETAILS, SEE S11HELET EIGHT (8). WIND RESISTANCE RATING: 140 MPH OR GREATER, AS PER ASTM D 3161 (MODIFIED). DOOR FLASHING INSTALLATION DETAILS NI T� pi-+ c+,,i------ pi„+ Crnla• n 3RRQ 1 Pinffwi At- Dpr 1 S 1 R R•54 PM Rv- RMW37 I nqt Saved Rv- RMW39 I nst Saved At: Dec. 15. 18 41 PREP SURFACES MI,�1. C= 6" 'NIDE ON CMU & AS :RE�COJFRED ON WOOD BUCKS; TO rRECEI�lE SELF -ADHERING '.!EME3RANE FLASHING PER MANUFACTUrRE S '►'►'BITTEN SPECIFICATIONS a { i STEP 3 INSTALL 6" WIDE SELF -ADHERING MEMBRAN FLASHING OVERLAPPING DOOR FRAME I" SEE DOOR DETAILS FOR FINISH/TRIM DETAILS INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRANr EXTEND `;ELF -ADHERING MEMBRANE FLASHING "I" MIN BEYOND JAMB FLASHING STEP 5 z 0 a Ld 0 H U e C E U° �® U 4— w- U to N ® �O M p o 0 V Q N N ��o� •(n �N W • X M O W W p) Z O O v = a: a LI _Z V w z N Z U tC> z L Z �j g C1 w Ldwo � Ll 0 d N 0 w w N Z Z Y Q U) W F_ 0 0 U 0 w z z Q w>c�,®- z �[ (y) w � 0 Z z 0< 0� Ir LL 0 co �+ / D N C� C) r-~ VOLVFlC1L ED G AT G FLAT LG F TCL No / °' o 1 � A02 A03 A04 _ Q Q VAI�LTEQ C / Ft. TRUSS LAYOUT PLAN -1/4 1 0 NOTE: 1. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY( THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & FLEXIBLE FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURER`; WRITTEN SPECIFICATIONS WARNING: SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: PREP & PRIME ALL (-T-SURFACES TO RECEIVE MEMBRANE FLASHING PER MANUF \� WRITTEN SPECIFICATIONS O O \\I_ INSTALL DOOR PLUMB, THREE CONT BEADS 01' LEVEL AND SQUARE PER URETHANE SEALANT, ` MANUFACTURERS TYPICAL rij `// WRITTEN INSTRUCTIONS MECHANICALLY ATTACH 2x8 PT WD BUCKS FLUSHTO BLOCK TPER S- ZUCT ERIOR FACE DWGSIII� J�, %`� SET THRESHOLI OF SEALANT. APPLY SEALAN CORNERS AND EDGE OF THRE' Max ROOF ASSEMBLY (PER FOC 16.2 2010) ROOFING SYSTEM: ASPHALT SHINGLE OVER -HIGH SLOPE ROOF (4:12 OR GREATER) MATERIALS: FIBERGLASS REINFORCED HVY WT ASPHALT ROOF SHINGLE 71/ ONE LAYER OF UNDERLAY��.1E11T FELT. FASTENING REQ.: FOUR (4) RCCFING NAILS EACH SHIINCLE, PER SHINGLE MANUFACTURERS eiRITT_N SPECIFICATIONS FLASHING REQ.: CORROSION RESISTANT METAL FLASHINGS INSTALLED PER DETAILS, SEE S11HELET EIGHT (8). WIND RESISTANCE RATING: 140 MPH OR GREATER, AS PER ASTM D 3161 (MODIFIED). DOOR FLASHING INSTALLATION DETAILS NI T� pi-+ c+,,i------ pi„+ Crnla• n 3RRQ 1 Pinffwi At- Dpr 1 S 1 R R•54 PM Rv- RMW37 I nqt Saved Rv- RMW39 I nst Saved At: Dec. 15. 18 41 PREP SURFACES MI,�1. C= 6" 'NIDE ON CMU & AS :RE�COJFRED ON WOOD BUCKS; TO rRECEI�lE SELF -ADHERING '.!EME3RANE FLASHING PER MANUFACTUrRE S '►'►'BITTEN SPECIFICATIONS a { i STEP 3 INSTALL 6" WIDE SELF -ADHERING MEMBRAN FLASHING OVERLAPPING DOOR FRAME I" SEE DOOR DETAILS FOR FINISH/TRIM DETAILS INSTALL 6" WIDE SELF -ADHERING MEMBRANE FLASHING OVERLAPPING DOOR FRANr EXTEND `;ELF -ADHERING MEMBRANE FLASHING "I" MIN BEYOND JAMB FLASHING STEP 5 z 0 a Ld 0 H U e C E U° �® U 4— w- U to N ® �O M p o 0 V Q N N ��o� •(n �N W • X M O W W p) Z O O v = a: a LI _Z V w z N Z U tC> z L Z �j g C1 w Ldwo � Ll 0 d N 0 w w N Z Z Y Q U) W F_ 0 0 U 0 1/4" -l' -O" PROJECT N0, 12152018 SHEET A-5 w z z Q w>c�,®- z �[ (y) w � 0 Z z 0< 0� Ir LL 0 co �+ / D N C� C) r-~ 1/4" -l' -O" PROJECT N0, 12152018 SHEET A-5 D DECK PLACE SHINGLES {" OVER EAVE AND RAKE EDGES TO PROVIDE DRIP EDGE — ::};:::?;:;;:: -2" MIN SIDE LAP ALONG RAKES, CEMENT ... ALONG RAKE PLACE DRIP EDGE """ ON TOP OF UNDERLAYMENT SHINGLES TO UNDERLAYMENT :::.:.....::::::.:::::::::F: ... AND EACH OTHER IN A 36" WIDE UNDERLAYMENT INSTALLED 4„ WIDTH OF ASPHALT J 'NAIL SHEATHING / WI rHOUI_ WRINKLES. USE ONLY ENOUGH PLASTIC ROOF CEMENT //� NAILS TO HOLD UNDERLAYMENT IN PLACE ON (IL COVERED BY SHINGLES / `... NON -CORRODING/ < EXTERIOR FINISH MTL SAVE DRIP '--_- / OVA R AIR INFILTRATION o TRIM 6"-7" FROM / ( ) ti BARRIER SEE DETAIL a END OF FIRST \ J.� SHINGLE \� / w TRIM TABS FROM— ALL ROM ALL STARTER COURSE SHINGLES 7 STARTER COURSE PLACEMENT 1 2"= 1'-0" ►� METAL FLASHING NUN -CORRODING � I (MAIL TO ROOF DECK METAL DRIP EDGE L0 NOT WALL SHEATHING) 4' MIN END LAP )� PL(ASE TOGETHER `µ CAR SHINGLE - DO NOT NAIL Bur DO NOT CROWD `+ INSTALL WITH ROOF CEMENT ALONG RAKES, CEMENT ALONG EAVES PLACE UNDERLAYMENT` SHINGLES TO UNDERLAYMENT ON TOP OF METAL DRIP EDGE AND EACH OTHER IN A 4" WIDTH OF ASPHALT \ ® ROOF CEMEINT UNDERLAYMENT 1/2 = 1 ' — 0" PLASTID ROOF GEMENT E SHINGL� u � Uj 4:12 or GREA'rER SLOPE r , NON -CORRODING ' �/ MTL EAVE DRIP PLACE SHINGLES [" OVER EAVE AND RAKE EDGES "m� TO PROVIDE DRIP EDGE 11 „ to 12\„ 11 V to 19-V ; " C to 1V 1" to 1�'�� FIRST COURSE PLACEMENT 1Z2 1'-0" WALL FLASHING 3"= 1'-0" o0 4-- 0 • 2040DH 23401)H iii{ 23401)H W N 0 0 •o M I� oao- S O I I ��'. I o -------------- SLAB _ - B3 B2 5L B \ -__L_ - - - -- -', I o Bath (III =�� M o :o u u o 0 ( Bath 3-10 x 10'-5" Bedroom N 12 " X 8'-6" GIo� et -° 2'-6" x 8" Bedroom 13'-q" x 10'-5" Garage I m W SHINGLE NAILING 3 = 1 — G 12'-•7" x 10'-5" GI ose 20'_3" X 10'-11" I 3 0 u Z Z-5 X 10 a zab3 GIOSet - Gloset q" x 4'-1 a Ahu 2 11-61, `16 3066 2666 3963 x 2 6 /ii 2666 A. 3" Plumbing vent Q CJ 6" above roof and 10" I from corner Ire: Hall 2663 SanitaryCross or Double1/2" Sink trap arm 1 1 /2 _ e Master Bd - r _ _ I E324rz I s24R II vcF336 N sanitary to if no longer than 42 m o Z �� U24R L ---L--- 12-6 x1 -2 �- I I �l <. ��o if no longer than five feet � o �_ - I I- -==I =w U X Bedroom o o Living B24K I Kitchen ( Lavortory trap arm: 1 1/2" 06 ��_ _ I q -- n• x� -I i n i u to �' nr in u I I " w �, u if nor longer than 42"; J ►n 12 -0 x 10 -3 O x 10 -o x 101 _ _ 23 -0 x q,-5,, 1 If no longer than five ir feet. - _1117_ _ ( y � 6 4N_ -- Ei24K f E324K B24R �( �' r 624R D �n I I I A I �1�236 vDW2436R Z ZWY LU 3 �� t 0 - Q W I -- 25401)H 2640DHY,n p U 0 3" sanitary tee with 2" inlet - 3" Two-way cleanout extended to grade 2"/ outside building. Use same materials as —J in building. Fittings are combination wye and bends. Tub trap: 1 112" if no longer than 42"; 2" if no longer than five feet. ROOF PLAN 14" x3" closed bend Bath Plumbing mot style: ---- riot scale: u.oada:l riouea At: uec. IJ, 10 0._J -t rm oy: omrrJL L.UaL . UYUU Uy. unIVV 't -L . Vvu n w- , SECTION B -B_ 4, 1/4 ))- 1'-U" SCALE 1/4"-V-011 '-0" PROJECT N0, 12152018 SHEET A-6__ LU D'r—z Q U) W LU "t N Z < co LU 0 Or �� >-- ® 0 z Z _ 0<®� LL 0 0<U) � N U) � c� Ir— SCALE 1/4"-V-011 '-0" PROJECT N0, 12152018 SHEET A-6__ s En W 0 r 0 O 0 z 0 —r- 0 O v - C O N N 0 T J 0 0 APPLY CONTINUOUS BEAD OF URETHANE" SEALANT AT HEAD & JAMBS or APPLY TO BACK OF WINDOW NAILING FLANGE (SEALANT MUST BE VISIBLE AROUND THE OUTER EDGE OF WINDOW FLANGE) INSTALL WINDOW PLU AND SQUARE PER MANUFACTURERS WRI INSTRUCTIONS (SUBMIT SHOP DRAW INSTALL 6" WIDE ADHESIVE BACKEF FLASHING MATERI, OVER DRIP CAP I` FLANGE (PROTECTO—WRAF BT-20XL or EQUI ..# 1 " 1 V 1 16m 1 V NOTE: PREP & PRIME SURFACES TO RECIEVE MEMBRANE FLASHING F MANUS WRITTEN SPECIFICATION S INSTALL 6" WIDE ADHE BACKED FLASHING MA -1 OVER WINDOW NAILING AT SILL (PROTECTO—WI BT-20XL or EQUIV) APPLY EMBRANE -LASHING /ER JOINT INSTALL 6" WIDE A�jT BACKED FLEXIBLE FLASHI MATERIAL OVER DRIP CA JOINT (PROTECTO—WRAP BT-20XL or EQUIV) V 1 `1 AN STEP 6 WINDOW FLASHING INSTALLATION DETAILS Plot Style: ---- Plot Scale: 0.3869:1 Plotted At: Dec. 15, 18 8:54 PM By. BMW32 Last Saved By: BMW32 Last Saved At: Dec. 15, 18 INSTALL 6" WIDE ADHESIVE BACKED FLASHING MATERIAL O'ER WINDOW NAILING FLANGE AT JAMBS W/ A 2" MIN OVERLAP AT SILL (PROTECTO—WRAP BT-20XL or EQUIV) APPLY POINT]; JG M.�,�Tr� OR SPRAY ADI- -SIVE at PERIMETER OF ALL FLASHINGS TO I1ISURE A WEATHER—TIGHT SEAL STEP 3 STEP 7 " PAST NAILING O,FLANO H, l0 INSTALL MTL DRIP CAP (CV FIN ONLY) HEAD F"LAS14I G CUT M"FL O O FLASHING FOLD FLANGE \1/ OLD DRIP \ / DN \ FOLD \ /� V ■ `. NOTE: 1. IT IS THE CONTACTOR RESPON SIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS & FLEXIBLE FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS/FLASHINGS MAY REACT ADVERSELY IF NOT COMPATIBLE. ,NOTE: PREP 8c PRIME ALL SURFACES TO RECIEVE MEMBRANE FLASHING PER MANUF WRITTEN SPECIFICATIONS N.T.S. OW FRAME r m z 0 F o_ o: U V) W 0 W C i E V O �✓ V DV ® co N O O� V) Q N �N N O)O ca �U) N V/ x 3mw 7C3z 3 OCL EL a 42 Li z Z V� W o 0 Z <: Z q w C1 a2 a a � � N c� ,n 0 O Q W Iw— L� W T Q O p C) p SCALE 1/4" —13 —0" PROJECT NO. 12152018 SHEET A- 7 w D Z �-- < U) W>NCL W Z Q LU i- ®d 0 Z Z � Z ®W® LL 0 _j ®� N U) :D (`7 C) T_ SCALE 1/4" —13 —0" PROJECT NO. 12152018 SHEET A- 7 u 1-101 51y1e: ---- 1-101 JCQIe: V.J00:1:I t lvwI U /Au utlo. lu U..JY Fly[ Uy. UIVIIvJL - uy. -- ---- . , .-- rwt a�yic. ---- r ivy .,uuiv. v... �,.,.,.. ,.,.. «... ..�. . ��. . �.� �.�. ...... ...,� �.,.,� ......... ,..�. �........� �..�. `........ .... ....... ., Plot Style: — — — — Plot Scale: 0.3869:1 Plotted At: Dec. 15, Ib b:54 FIM by: bMVY,)z LOST uvea tsy: OMvvJI LuSi Dwt;u M. voc.