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1889 ATLANTIC BEACH DR - NEW HOME ARCH DRAWINGS TO THE BEST OF W KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLI�WITH THE APPLICABLE MINIMUM BlflLDING TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMM WITH THE APPLICABLE MINIMUM BUILDING V CODE IN EFFECT AS OF DATE OF CEt MICATTON MOW. e0 March 23,2016 aU uj rl1OF F :C 0 00 00 V' � c L ohm �rlr I Tl 11 � J � �► � �Fl � 00 0 V F- 96730 000 0000 00000 z U- BRED ~ z MANUEL GONZALEZ,AIA 0 Z�C AR 96730 Ce 0 ~-' w uJ CeE— � GW.. m oC z o W o ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTES LIST OF DRAWINGS Lu OC 0- 3: 0, z PARTIAL SECTION INTERIOR ELEVATION SHINGLE ELEVATION C W s Co Abbrev. Description Abbrev. Description Abbrev. Description _ DETAIL# - DETAIL# AREA CALCULATIONS S.F. � w j F- O C1 COVER SHEET - Index of Drawings 0 a § w # NUMBER F.P. FIREPLACE PT. LD. POINT LOAD DRAWING # ___ DRAWING # GN1 GENERAL NOTES `" 0 o s FIRST FLOOR 2635 a � z & AND FRT. FRONT PWD. POWDER BUILDING SECTION DETAIL CALL-OUT FOUND � A EQUAL FT. FEET PLW. PLYWOOD Lu � o - _ SECOND FLOOR 607 FOUNDATION PLAN � w s o > oc cn @ AT FTG. FOOTING - _ - DETAIL# ( DETAIL# A1.62 SLAB LAYOUT00 0 o � o A/C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ___ ___ DRAWING # / --- DRAWING # TOTAL LIVING AREA 3242 S.F. A1.N SLAB LAYOUT, NOTES, SCHEDULES, & DETAILS �'' 8 0 o ABV. ABOVE RA RETURN AIR o �- z % FLOOR PLAN ►-� 03 = o ADJ. ADJUSTABLE GAL GALLON RAD. RADIUS CEILING HEIGHT CHANGE x z a A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR A2.62 FIRST FLOOR PLAN u, o COVERED ENTRY 40 a 0 i z A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CENTER LINE SPANISH TILE A3.62 SECOND FLOOR PLAN a A A "' AHU AIR HANDLING UNIT GFI GROUND FAULT RM. ROOM COVERED LANAI 288 A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS w z Lu = zo INTERRUPTER ELEVATION MARKER SHAKE SIDING GARAGE(s) A A x �- ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING � 602 EXTERIOR ELEVATIONS � a w � w ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD RQD. REQUIRED SLAB RECESS SIDING A5.62 FRONT & SIDE ELEVATIONS " A a TOTAL 4172 SQ. FT. `'� x 0 o Q o o R &SH ROD &SHELF FRAME BEARING WALL BRICK A5.1.62 REAR &SIDE ELEVATION, & ROOF SLOPE PLAN a O u, J B.B.Q. BARBECUE H HIGH R.W.C. RAIN WATER CHANNEL A5.2.62 EXTERIOR ELEVATION DETAILS w N �-- z INTERIOR WALL s a BD. BOARD HB HOSE BIBB o STUCCO FINISH o B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF/ SQ. FT. SQUARE FEET (NON-BEARING) BUILDING SECTIONS a o LU BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE CMU MASONRY WALL —__ EARTH A7.62 BUILDING SECTIONS & DETAILS OUce- m BR. BRICK HORIZ. HORIZONTAL SHT. SHEET Ce ou Z BKFST. BREAKFAST SH. SHELF GABLE END WALL F 6 AMA AMMWN INSULATION DIFFUSER LAYOUT < oc a INSUL INSULATION SHWR. SHOWER M1.62 FIRST FLOOR DIFFUSER LAYOUT ao cn FRAMED KNEEWALL - DECORATIVE STONE M2.62 SECOND FLOOR DIFUSSER LAYOUT DRAWN BY z oc � CALC. CALCULATIONS INT. INTERIOR SL. SLIDER UJ C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS DROPPED SOFFIT PRE-CAST LINTEL/ HEADER E. KESSETEBERHAN z o CL CENTER LINE S.P.F. SPRUCE PINE FIR ELECTRICAL LAYOUT CHECKED BY V o z CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT E ,.62 FIRST FLOOR ELECTRICAL LAYOUT M GONZALEZ W W CMU CONCRETE MASONRY UNIT STD. STANDARD DESIGN CRITERIA M. s u, E2.62 SECOND FLOOR ELECTRICAL LAYOUT F- 0- NW Ce C.O. CLEAN OUT L LONG STL. STEEL EN ELECTRICAL NOTES &SCHEDULES SCALE Lu m a> COL. COLUMN LAV LAVATORY STOR. STORAGE TWO STORY: FI ZST FLOOR - MASONRY SINGLE FAMILY RESIDENCE: GROUP R3 22X34 = SCALE AS NOTED -' 0 � COMP. COMPRESSOR LDRY LAUNDRY _ STANDARD NOTES & DETAILS 0 � SECOND FLOOR - FRAME BUILDING TYPE: 0 0 = CONC. CONCRETE LIN LINEN T TOP V B D3 STANDARD NOTES & DETAILS U- o viiCONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE RISK CATEGORY: II D7 STANDARD NOTES & DETAILS o TEMP. TEMPERED D8 STANDARD NOTES & DETAILS SHEET DATE ce THK. THICK DESIGN BASED N F.B.C. 5TH EDITION (2014) WIND DESIGN BASED ON. ASCE 7-10 03-18-16 ui o DB. DOOR BELL M.B. MASTER BATH ICK o z DBL. DOUBLE MAX MAXIMUM T.O. TOP OF F.B.C. 5TH EDI ON (2014) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH HOUSE ELEVATION ABBREVIATIONS SHEET REVISION INFO W m o DR. & SH. DOUBLE ROD &SHELF M.C. MEDICINE CABLNfT T.O.B.B. TOP OF BOND BEAM F.B.C. 5TH EDITION (2014) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH o DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD ABBR. FULL NAME ELEV. CODE z UJ zo DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM F.B.C. 5TH EDITION (2014) PLUMBING EXPOSURE: X MAN. MANOR 03 cn ,� DIA. DIAMETER ti.,_ MIN. MINIMUM TYP. TYPICAL F.B.C. 5TH EDITION (2014) ENERGY ENCLOSED BUILDING INTERNAL WIL. WILLIAMSBURG 07 � z C m W DIM. DIMENSION MIRK. MIRROR +.18/-.18 VIE. CONSERVATION PRESSURE COEF.: PRO. PROVINCIAL 08 o DN DOWN MLDG. MOLDING UC UNDER COUNTER CHA. Z = w UNLESS NOTED F.B.C. 5TH EDITION (2014) FUEL GAS FOR WINDOWS DOORS SEE FLOOR CHATEAU 09 SET REVISION INFO � (n w V) DR. DOOR M.P.H. MILES PER HOUR U.N.O. l X Irv. VER, VERSAILLES 10 W Z _j H OTHERWISE F.B.C. 5TH EDITION (2014) ACCESSIBILITY PLAN FOR ACTUAL PRESSURES: CLA. CLASSIC 18 a � � } DS. DOWNSPOUT MT METAL THRESHOLD MED. MEDITERRANEAN 19 a cc Co D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER NATIONAL ELECTRIC CODE 2011 (NFPA 70) FEMA RULES & REGULATIONS TRA. TRADITIONAL 20 Ce o DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL N.F.P.A. 1012014 JASCE 7-10: MINIMUM DESIGN LOADS COU. COUNTRY MANOR 21 u' 0 DWG. DRAWING V.T.R. VENT THROUGH ROOF z " Cn O.A. OVERALL THIS RAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED HER. HERITAGE 22 SHEET DESCRIPTION Z CIMMARON 28 o z E EGRESS O.C. ON CENTER W WIDE AND SEALED OR WHILE CURRENT CODE IS VALID MN. = z L E.E. EACH END O.H. OVERHEAD W/ WITH N. MISSION 3o COVER SHEET �- u� � CFT. CRAFTSMAN 31 m � a z E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET SIL. SPANISH COLONIAL 32 W -C > o EL. ELEVATION OPNG. OPENING WD. WOOD BOR. BORDEAUX 33 W Z = z ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW BRO. BROUGHAM 39 w a ac ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET REN. RENAISSANCE 40 Ce o Z ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI VIE. VIENNA 41 PRODUCT LINE 0 POUNDS PER SQUARE . TUSCAN 44 ATLANTIC BEACH CC 60'S c ui(n � EQUIP EQUIPMENT P.S.F. W.W.M. WELDED WIRE MESH TUS Ce z z FOOT CLS. CALAIS 46 0 0 EXT. EXTERIOR P. S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC ITV. ITALIAN VILLA 58 HERITAGE ui o FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER SHN. SHINGLE 62 w FLR. FLOOR P.R. POWDER ROOM PBC. PALM BEACH 80 ST. JOHN'S COUNTY z1-4 o W FND. FOUNDATION P.T. PRESSURE TREATED IRB. CARIBBEAN 81 W o CST. LOT/ BLOCK 0056 Z z z U- COASTAL 82 � z O z TBI NUMBER 0056 o bzo � MODEL Q o z ANASTASIA � CoeWQ 2:Lu L90uiu- A N NAME a. � o � SHINGLE OFFICE COPY w Q � W Lu Zz0 = ,,UZ,, Lu REVIEWED FOR CODE COMPLIANCE z SHEET NUMBER w ce CITY OF ATLANTIC BEACH o z s SEE PERMITS FOR ADDITIONAL Q �0 � IaNAI 6 0RE REQUIMENTS AND CONDITIONS Clce Z COV REVIEWED W c J"766 LL w 8Y. DATE.. _3 0 0 U- W 0 J SERIAL NUMBER 1014.0 TO THE BEST OF NY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPUC46LE MINIMUM WU DING CODE IN EFFECT AS OF DATE OF CRUIPICATION BELOW. � V cmc �� OFF ,Q W �Q aC��a� 0� 0 00 0 0 GENERAL NOTES CAST IN PLACE CONCRETE WOOD CONSTRUCTION ce 0 DOORS&WINDOWS , �F2� p� OD 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE 1. ALL CONCRETE SHALL HAVE THE FOLLOWING MINIMUM CO PRESSIVE STRENGTH AT 28ALL BEDROOMS REQUIRE AN OUTSIDE WINDOW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE 0 0 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NFPA"NATIONAL DESIGN SPECIFICATIONUSE OF TOOLS AND PROVIDING A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH,24 INCHES IN 0 0 . DAYS: a AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS HEIGHT&5.7 SQ. FT..IN AREA.THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44-'OFF THE 70 a 0 f, O O DURING ERECTION. THIS INCLUDES,BUT IS NOT LIMITED TO,THE ADDITION OF FOR WOOD CONSTRUCTION',,APPLICABLE EDITION. FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"A.F.F. 0 R96730 � REMAINING CONCRETE 3000 PSI �j V SLAB ON GRADE,FOOTINGS 2500 PSI WINDOWS GREATER THAN 72 ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL HEIGHT WHATEVER TEMPORARY BRACING,GUYS OR TIE-DOWNS MAY BE NECESSARY. 2. ALL WALL STUDS AND MISC.WOOD FRAMING SHALL BE NO.2 SOUTHERN YELLOW PINE GREATER THAN 24"OR PROVIDE AN APPROVED FALL PREVENTION DEVICE PER R616.2. ��' `� ° 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4"PLUS OR MINU STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. FRE 1",AND HAVE 2 TO 4% WINDOWS INDICATED WITH(E)OR(EGRESS)MUST BE MANUFACTURED TO CONFORM TO THE BLDG. Z W AIR ENTRAINMENT,AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2X4'S,2X6'S OR 2X8'S @ 16-O.C.(U.N.0) CODE W/RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. MANUEL GONZALEZ ALL GLASS WITHIN 24 INCHES OF ANY DOOR,SLIDING GLASS DOORS,ALL GLAZING AT TUB AND 'AIA Z Z 3. CONCRETE MIX DESIGN SHALL BE IN ACCORDANCE WITH THE APPLICABLE EDITION OF ACISHOWER ENCLOSURES AND WINDOWS LESS THAN 60"ABOVE STAIR LANDINGS OR TREADS SHALL BE AR 96730 Q STRUCTURAL DESIGN CRITERIA 301 CHAPTER 3,METHOD 1 OR METHOD 2. SUBMIT BACKUl I DATA AS REQUIRED BY ALL NON-LOAD BEARING PARTITIONS SHALL CONSIST OF 2x STUDS SPACED AT 24"O.C.OR TEMPERED SAFETY GLASS,SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FBC 2411.1.2 ` CHAPTER 5 SECTION 5.3.OF THE LATEST EDITION OF ACI 3 8. ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8"METAL STUDS 26 GA AT 16"O.C.MAX. SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH OZ W LIVE LOADS: ROOF 20 PSF (REDUCIBLE) SPACING W/1/2"MIN.GYPSUM DRYWALL EACH SIDE OR 2"x4"STUD GRADE LUMBER OR BETTER SOLID WOOD DOORS NOT LESS THAN 1%INCHES 35 MM IN THICKNESS SOLID OR HONEYCOMB CORE _ RESIDENTIAL FLOOR,UNLESS OTHERWISE INDICATED 40 PSF 4. ALL REINFORCING STEEL SHALL BE NEW DEFORMED BI STEEL AT 16"0/C WITH SINGLE TOP AND BOTTOM PLATE. STEEL DOORS NOT LESS THAN 1%INCHES(35 MM)THICK OR 20 MINUTE FIRE-RATED DOORS. W ce BALCONIES/DECKS 40 PSF w O STAIRS 40 PSF CONFORMING TO ASTM A-615 GRADE 60. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES,PRESSURE a. m TREATED 2x8 STUDS MAYBE SECURED TO THE MASONRY WITH 1/4"DIA.x 3 1/2"TAPCON SCREWS,6" 10 PSF Z ATTIC WITHOUT STORAGE FROM EACH END AND 12"C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ v, °0 O W -� ATTIC WITH STORAGE 20 PSF 5.ALL CONCRETE WORK SHALL BE IN ACCORDANCE WITH''TH BUILDNG CODE. 3. PLACE A SINGLE PLATE AT THE BOTTOM AND A DOUBLE PLATE AT THE TOP OF (2)ROWS OF 10d NAILS AT 10"C/C. M Is Q 0 30 PSFtt HABITABLE ATTICS 30 PSF REQUIREMENTS FOR REINFORCED CONCRETE"ACI 318 LATEST EDITION,AND ALL INTERIOR LOAD BEAING STUD WALLS. BOTTOM PLATE AT THE EDGES OF e a w SLEEPING ROOMS SLABS SHALL BE ATTACHED TO THE SLAB WITH MIN. "DIA. EXPANSION BOLT w/OVERSIZED WIND BORNE DEBRIS REGION c w p "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILD GS,"ACI 301. EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE O � � CONCRETE CONCRETE UNLESS OTHERWISE INDICATED 3000 PSI WASHERS AT 32"ON CENTER.ALL OTHER SUBSTITUTIONS MUST BE APPROVED BY STRUCTURAL (� ... w = Q 6.CONCRETE TICKETS SHALL BE TIME-STAMPED WHEN CONCRETE IS BATCHED. ENGINEERING PRIOR TO INSTALLATION. SHALL BE PROTECTED WITH WINDOWS,DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE m STRENGTH OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE(NOA). THE NOA SHALL DEFINE THE O 28 DAYS THE MAX.TIME ALLOWED FROM WHEN WATER IS ADDED T THE MIX UNTIL IT IS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE f- ^ R REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 DEPOSITED IN ITS FINAL POSITION SHALL NOT EXCEED 90 INUTES.IF FOR ANY REASON APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL 0 O = 4.ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. H 8 ALL REINFORCING BARS ASTM A615-60 60,000 PSI THERE IS A DELAY SUCH THAT IS BATCH IS HELD FOR LONG ER THAN 90 MINUTES,THE Q = ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI CONCRETE SHALL NOT BE PLACED.IT SHALL BE THE RES SIBILITY OF THE TESTING LABORATORY TO PRESSURE TREATED BORATE SBX.PROVIDE USE GALVANIZED NAILS AND FASTENERS GYPSUM WALLBOARD A 00 17-; POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS.OF NO SAG GYP. BOARD ON ALL CEILINGS.PROVIDE 5/8"TYPE"X"GYP.BOARD ON ALL V °O p 0 FIBERS PER CUBIC YARD NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRA OR OF ANY NONCOMPLIANCE WITH THE ABOVE. IN PRESSURE TREATED LUMBER. PROVIDE 1/2" w w cn CONCRETE ASTM C90-01 STANDARD WEIGHT UNITS fm=1500 PSI MORTAR TYPE"S"1800 PSI GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE.GARAGE SHALL BE SEPARATED FROM THE c g w Z MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED 7. ALL REINFORCING DETAILS SHALL CONFORM TO"MANUAL F STANDARD PRACTICE FOR 5. STUDS SHALL BE DOUBLED AT ALL ANGLES,CORNERS AND AROUND ALL OPENINGS. RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2"GYP. BOARD APPLIED TO THE GARAGE SIDE. O 2;jo. O UNITS: DURING CONSTRUCTION DETAILING REINFORCED CONCRETE STRUCTURES"ACI 315 LATEST EDITION,UNLESS HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS UP TO 8'ABOVE FINISHED FLOOR. STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36,000 PSI,U.N.O SHOP AND FIELD DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. n 0 STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CONCRETE:ASTM A36 OR ASTM A-307 6. WALL SHEATHING SHALL BE: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS,UNDER-STAIR SURFACE AND ANY W Q O 7J16"APA RATED SHEATHING 32/16. BLOCK ALL EDGES w 2x4 BLOCKING w 8d NAILS AT 4"O.C. SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2"INCH GYPSUM BOARD. x _ (,} WOOD BEAMS,RAFTERS JOIST,PLATES. U.N.O.N0.2 SOUTHERN YELLOW PINE(19%M.C.) 8. SUBCONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND / / Q AT EDGE SUPPORTS,AND 8d NAILS AT 6"O.C.AT INTERMEDIATE SUPPORTSA GWC W Z FRAMING: ROOF DECK: PLYWOOD C-C/C-D,EXTERIOR,or OSB LOCATION OF EMBEDDED ITEMS,SLEEVES,SLAB DEPRESSI NS,SLOPES,ETC. 0-.4 O r V Q FLOOR SHEATHING:T&G A-C GROUP 1 APA RATED(48/24) REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FUR ISHED AND INSTALLED GLASS BLOCK Q O Q WALL SHEATHING: PLYWOOD C-C/C-D,EXTERIOR OR OSB 7.FLOOR SHEATHING IS 3/4"(OR 23/32")TONGUE AND GROOVE C-C PLYWOOD,OR 3/4"O.S.B.(48/24 RATING) MORTAR TO HAVE COMPRESSIVE STRENGTH:TYPE S-1800 psi AT 20 DAYS W a. CIO a GA PRIOR TO PLACEMENT OF CONCRETE. " EXPANSION STRIPS TO BE PLACED PER MFG.SPECS. Z A V W Z VERSA LAM BEAM: Fb=2900 PSI(2.OE) GLUED AND NAILED WITH 8d RING COMMON NAIL AT 6 O.C.AT SUPPORTED EDGES,AND AT 6 O.C. GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. A O WOOD COLUMNS: PARALLAM 2.0E U.N.O. 1 9. SUBCONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS,SLEEVES,ANCHOR BOLTS, AT INTERMEDIATE SUPPORTS 1.4 A WOOD ROOF Y CONCRETE I PLACED. BUILDING IDENTIFICATION C) Z 0 DESIGN LOADS: SHINGLE ROOF: TILE ROOF: INSERTS,ETC.,AS REQUIRED B OTHER TRADES BEFORE C C ETE S LAC D. = Q w 1.4 TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF 8. ROOF SHEATHING SHALL BE 5/8"OR 19/32"CD PLYWOOD,NAILED APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH fx OU F' TOP CHORD DEAD LOAD: 10 PSF 20 PSF / / 0 ' E POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE ''"' C 0 10.WHERE BAR LENGTHS ARE GIVEN ON THE DRAWINGS,THE LENGTH OF ANY HOOK,IF TO TRUSSES BELOW.SEE ROOF SHEATHING NAILING SCHEDULE FOR NAIL PATTERN. PROPERTY. AID A 0 a 0 O S NUMBERS SHALL BE A MININUM OF 4 TALL ND 1/2 THICK AND CONTRAST WITH � x N LLJ LL _! BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF REQUIRED,IS NOT INCLUDED. HOOKS SHALL BE PROVIDE AT DISCONTINUOUS ENDS PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES FOR 24"SPAN. THEIR BACKGROUND. = ZO Q TOTAL: 40 PSF 50 PSF PROVIDE SOLID 2x BLOCKING BETWEEN SUPPORTS AT ALL HIPS,RIDGES,VALLEYS, a � � WIND UPLIFT RESISTANCE: 10 PSF 10 PSF OF ALL TOP BARS OF BEAMS AND AT SLABS EDGES. STUCCO O AND CHANGES IN ROOF SLOPE. ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO } V- SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS.DESIGN FOR NEW WIND 11.SUBCONTRACTOR SHALL PROVIDE SPACERS,CHAIRS,BO TERS,ETC.NECESSARY TO FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL a w UPLIFT AS PER SPECIFIED CODES,DEDUCTING A MAXIMUM OF 5 P.S.F.DEAD PLYWOOD PANELS. O -j LOAD,BUT NOT EXCEEDING ACTUAL DEAD LOAD. SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEkR ON EXPOSED CONCRETE 9. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED ca W ce b-4 O (A SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED R STAINLESS STEEL. GRADING AGENCY. CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. WOOD FLOOR DESIGN LOADS: oC U Z OUTDOOR KITCHENS TRUSSES: DEAD LOAD: 20 PSF 12.REQUIRED CONCRETE COVERAGE OVER REBAR SHALL BE FOLLOWS: a LIVE LOAD: 40 PSF 10.ALL WOOD FOR BEAMS,BEARING WALLS,SOLE PLATES,TOP PLATES,BLOCKING,BRACING,LEDGERS ALL CONSTRUCTION WITHIN 24"OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. TOTAL: 60 PSF SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE CMU,LIGHT STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE Q m: LU LUCRIPPLES,SILLS,ETC.,SHALL BE SOUTHERN PINE NO.2,KD-15,OR BETTER.Fb=1200 PSI. FBC RESIDENTIAL,SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR w SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED R STAINLESS STEEL. GRILLS OR COOKTOPS. V W w ALL WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. DRAWN BY m FOUNDATION/SITE PREPARATION: A. 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH(FOUNDATIONS): WOOD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A ANCHORAGE ~o B. FOR CONCRETE EXPOSED TO EXTERIOR WEATHER: BORATE PRESERVATIVE TREATMENT:DISODIUM OCTOBORATE TETRAHYDRATE(DOT). WOOD FOR METAL AND WIRE LATH: U) O '� 1-1/2"FOR#5 AND SMALLER 1. ALL METAL LATH SHALL BE LAPPED 1 INCH MINIMUM. M. STRICKLAND w pC 1.FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, " STRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION ICL �_ FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO a DRY DENSITY 2 FOR#6 AND LARGER 2. ALL ATTACHMENTS FOR SECURING METAL LATH,WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL CHECKED BY w LEVELS OF 0.42 PCF OF DOT OR MORE.NAILS,SPIKE,BOLTS USED W/DOT SHALL BE BE PLACED NOT MORE THAN 6 INCHES APART AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE C. FOR CONCRETE NOT EXPOSED TO WEATHER: O y- w OF AT LEAST 98%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY,DETERMWED IN HOT DIPPED GALV.FOR STRUCTURAL USES,AVOID BUYING TREATED LUMBER TIED BETWEEN SUPPORTS AT NOT TO EXCEED 9 INCHES INTERVALS. m Q �► ACCORDANCE WITH ASTM D-1557.TREAT ALL SOIL FOR TERMITE PROTECTION. 3/4 FOR SLABS,WALLS,AND JOISTS THAT CONTAINS MORE THAN 1/2"OF HEARTWOOD. 0. SWAFFORD 1-1/2 FOR BEAM AND COLUMN PRIMARY REINF.,TIES,STIRRUPS 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT J O J OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST 'PINCH AND SCALE J Q 2.THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER 13.MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICE SHALL BE 48 BAR BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LA SHALL BE 0 p z TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 22 X 34 = SCALE AS NOTED w DIAMETERS TYP.EXCEPT WHERE OTHERWISE NOTED ON TH DRAWINGS. FOR BEAMS 11 GAUGE BARBED GALVANIZED OR BLUED NAILS 136"INCHES LONG HAVING A HEAD NOT LESS THAN OW to FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED AND ELEVATED SLABS,LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE %INCH IN DIAMETER. 11X17 = 1/2 NOTED SCALE O pe AND RETESTED AT THE CONTRACTOR'S EXPENSE,AND AS DIRECTED BY THE ENGINEER. PREFABRICATED WOOD TRUSSES V O MIDSPAN,UNLESS OTHERWISE NOTED. W 3.WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY,AND THAT THE MIRRORS aa COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTECH.ENGINEER. 1. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE"NATIONAL DESIGN SPEC- MIRRORS SHALL BE ANCHORED TO STUDS WHEN IN EXCESS OF 9 S.F. SHEET DATE DC IFICATIONS FOR STRESS-GRADE LUMBER AND ITS FASTENINGS"BY THE NFPA.TRUSS DESIGNS °C F- FORMWORK H.V.A.C.NOTES O Z SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: m PE 1.FORMWORK,SHORING,AND BRACING FOR ALL CONCRETE BEEAMS,SLABS,COLUMNS,WALLS, SEE NOTES FOR SHOP DRAWINGS. MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION SHEET REVISION INFO SECTION R318 PROTECTION AGAINST TERMITES AND FOOTINGS SHALL BE DESIGNED AND CONSTRUCTED IN CCORDANCE WITH ACI 347, MOUNT ALL THERMOSTATS AT+4'-0"ABOVE FLOOR. (n 0 TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES,INCLUDING SOIL APPLIED "RECOMMENDED PRACTICE FOR CONCRETE FORMWORK". 2. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED ALL INTERIOR&EXTERIOR MOUNTED H.V.A.C. EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE Z P-+ Z PESTICIDES,BAITING SYSTEMS,AND PESTICIDES APPLIED TO WOOD,OR OTHER APPROVED METHODS FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446,GRADE A,AND SHALL BE HOT- WHERE SHOWN ON THE DRAWINGS AS REQUIRED BY THE LOCAL BUILDING CODES.THE H.V.A.C. W z OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION(SEE m ca w SECTION 202,REGISTERED TERMITICIDE).UPON COMPLETION OF THE APPLICATION OF THE TERMITE DIPPED GALVANIZED. CONTRACTOR SHALL PROVIDE SHOP DRAWINGS OF ALL OF THE ABOVE FOR APPROVAL. 0 J g PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING REINFORCING STEEL ELECTRICAL NOTES W Q in "THE BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: 3. HANDLING,ERECTION AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS THE DWGS.ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. "THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN Z = ul W TERMITES.TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA PLATE INSTITUTE RECOMMENDATIONS TPI's TPI/WTCA SCSI 1. ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR REE FROM OIL,SCALE,AND TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. � � W � DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 1. REBAR SHALL BE ASTM A615 GRADE 60 DEFORMED BARS, O cn j w ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL SET REVISION INFO W Z a � RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BE DING DIAGRAM AND PLACING 4. HURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. C3 NOTE: ELECTRICAL.CODE&ALL CODES,REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. Q 1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION"LIQUID BORATE DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS. C NTRACTOR SHALL SUBMIT REBAR GROUND-FAULT CIRCUIT PROTECTION;ALL 120V SINGLE PHASE, 15&20 AMP OUTLETS INSTALLED oG OR BORA-CARE PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS 5. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNECTION OUTDOORS,IN BATHROOMS,&GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. oC w Z APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. Z 0 > SHALL LAP 6 N CUT OR DRILLED THAT EXPOSES UNTREATEDx BAR NO.,SEE LAP SPLICE SCHEDULE. UNSCHEDULED FIELD LAPS ARE DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED(110 VOLT TYPE)TO 'S E W O 2) PORTIONS OF WOOD ARE REQUIRED TO BEPRESSURE TREATED LUMBER THAT HAS EFIELD TREATED TO PREVENT INSECT IN ESTATION. SUBJECT TO ENGINEER'S REVIEW. NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO 6. THE LOCATIONS OF GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE THE LOAD SIDE OF A GROUND FAULT CIRCUIT INTERRUPTER.SMOKE AND CARBON MONOXIDE G w Z - OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24"A.F.F. USED TO FACILITATE DESIGN OF FOUNDATIONS,WALLS,AND BEAMS.THE CONTRACTOR DETECTORS SHALL BE PROVIDED W/VISIBLE"POWER ON INDICATOR"AND A TEST BUTTON WITH g w En BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. SHEET DESCRIPTION cn W0 Z MASONRY SHALL SUBMIT TRUSS SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF C7 W O ALL ELECTRICAL SWITCHES SHALL BE 48"A.F.F.UNLESS OTHERWISE NOTED AND A MIN.OF 6" GENERAL H ZZ LV E RECORD PRIOR TO FABRICATION.THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP FROM EDGE OF OPENINGS. DC FIELD REPAIR NOTES DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING pC 1. ALL BLOCK WALLS SHALL BE TWO-CELL HOLLOW CONCRETEMASONRY REGULAR SIZE ALL WALL RECEPTACLES SHALL BE 12"A.F.F.UNLESS OTHERWISE NOTED. ca cea Z " " BLOCK MANUFACTURED IN CONFORMANCE WITH ASTM C-9 GRADE N,fm=1500 psi. COMPONENT LAYOUT.SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 0 Q w O 1. MISSED ] BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/1/2 DIA.EPDXY ANCHORS PROFESSIONAL ENGINEER. NOTES W -�> U WITH 6"EMBEDMENT. SIMPSON"SET"EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS 0HERWISE NOTED. LAY-UP CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND Z Z = RECOMMENDATIONS.SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. MASONRY WALLS TO BOTTOM OF TIE BEAMS BEFORE PLACI 4G CONCRETE FOR IN-WALL COLUMNS. SHALL LOCATE METER AND PANEL AS REQUIRED. U3 0 2. FOR MISSED VERT. DOWELS DRILL A 3/4"DIAMETER HOLE 6"DEEP AT THE LOCATION OF THE GROUT USED TO FILL MASONRY CELLS SHALL COMPLY WIT ASTM C-476,AND SHALL 7. THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PIANS ARE PROVIDED U J Q " TO FACILITATE THE CONSTRUCTION SCHEDULE,AND MAY CHANGE PREDICATED ON THE VERIFY ALL CONDUCTORS AND BREAKERS W/EQUIPMENT MANUFACTURER SPECIFICATIONS. OMITTED REBAR,AND INSTALL A 36 LONG#5 BAR INTO THE EPDXY FILLED HOLE.USE A TWO PART PROVIDE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 psiAT 28 DAYS. THE GROUT cwC w = z EMBEDMENT EPDXY(SIMPSON"SET", EPDXY),MIXED PER MANUFACTURER'S INSTRUCTIONS.ASSURE MIX SHALL HAVE A MAXIMUM 3/8"COARSE AGGREGATE,A D SHALL BE PLACED WITH TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER. ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. PROJECT NAME o- o cA O THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND " " IN EVERY KITCHEN, FAMILY ROOM DINING ROOM,LIVING ROOM, PARLOR,LIBRARY,DEN SUNROOM, Lu USING COMPRESSED AIR PRIOR TO APPLYING THE EPDXY.ALLOW THE EPDXY TO CURE TO A SLUMP OF 8 T010 . PLACE GROUT IN ACCORDANCE W/ CI 530-05. BEDROOM,RECREATION ROOM,BATHROOM,GARAGE,BASEMENT, LAUNDRY AND OUTDObR AREA,ALL ce (' Z MANUFACTURERS SPECIFICATIONS,THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. TYPE S MORTAR SHALL BE USED EXCLUSIVELY ON THIS PRC JECT. MORTAR SHALL BE 8. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE 125-VOLT, 15-AND 20-AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. O p W 3. FOR MORTAR JOINTS LESS THAN 1/4",PROVIDE(1)#5 VERT.IN CONC.FILLED CELL EACH SIDE OF PROPORTIONED AND MIXED AS OUTLINED UNDER ASTM C-270. HORIZONTAL AND VERT. THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON THERE ARE NO EXCEPTIONS. 1_4THE JOINT(BAR DOES NOT HAVE TO BE CONT.TO FOOTING). MORTAR JOINTS SHALL BE 3/8"THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR W = ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER p SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. PLUMBING NOTES E-- = 0 W 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH(1)SIMPSON PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED. THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND En = MTSM16 TWIST STRAP W/(4) /a X 21/4"TITENS TO MASONRY AND(7)-10d NAILS TO TRUSS FOR UPLIFTS RESIDENTIAL �--� H- LESS THAN 860 LBS(USE(2 MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY W HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR-TYPE SHOP DRAWING REVIEW 0 BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C 2 WHEN REQUIRED, ALL HOSE BIBS SHALL BE FURNISHED W/BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE W = DUR-O-WAL(ASTM CLASS B-2,HOT-DIPPED GALVANIZED) T ALTERNATE COURSES(16 GRADE. LOT/BLOCK ON CENTER),UNLESS OTHERWISE NOTED. JOINT REINFORCEMENT SHALL BE CONTINUOUS 1.SHOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES,PIPING, Z O AND SHALL LAP A MINIMUM 8". OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRA& EQUIPMENT,ETC. TBI NUMBER Z TOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY,LENGTH, SHOWER HEAD cn � g - � z NAILING SCHEDULE: � 11 Z O 3. LAP VERTICAL REBAR 6 x BAR NO.,U.O.N. HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE 7-4 O p �j O ELEVATIONS,DIMENSIONS,ETC. HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" MODEL M Z W i.4 Q O cn CONNECTION COMMON NAIL NUMBER OR SPACING 4. MASONRY CONSTRUCTION AND MATERIALS SHALL CONFOR WITH ALL REQUIREMENTS OF 2.ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO GENERAL NOTES Z THE"SPECIFICATIONS FOR MASONRY STRUCTURES(ACI 530.1-05/ASCE 6-05/TMS 602-05), THE ARCHITECT/ENGINEER. DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. ALL M a W Q ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES,RULES,REGULATIONS AND Z > N AS PUBLISHED BY THE MASONRY STANDARDS JOINT COMMITTEE. 3.SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS(CON- RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. ,,...� p 0 z SOLE PLATE TO TRUSS OR BLOCKING 16d 16 D.C. TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE Lu Z ,� STUD TO SOLE PLATE, TOE NAIL Sd 4 NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. ELEVATION NAME c� W U- DOUBLE STUDS, FACE NAIL lod 24' O.C. ROOFING THE ENGINEER. Z O 4.IN ALL INSTANCES,THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS DRAWINGS SHALL NOT BE SCALED. Q a p DOUBLE TOP PLATES, FACE NAIL lod 16' O.C. ALL ROOFS SHALL BE CONC. ROOF TILE UNLESS MODIFIE BY PRODUCT APPROVAL SUBMITTAL. CHECKED,UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. ALL oC � ` INSTALL SOFFITS PER FBCR R703.1.3 AND R61fi. I'1 TDP PLATES LAPS AND INTERSECTIONS lOd 3 W 'S SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS(AS REQUIRED). Q v TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 v = z Z BUILT-UP CORNER STUDS 16d 24' O.C. STUDS TO SOLE PLATE, END NAIL 16d 2 W SHEET NUMBER � oz = � c Q oQQ Wv CO GN1 o ,., z J OFFICE COPY uj � �00 L NUMBER 1014.0 v TO THE BEST OF W KNOWIEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPLIES WITH THE APPLICABLE MINDt<IM KM DING (j CODE IN ERECr AS OF DATE OF CEKIIFICATION BELOW. CD March 23,2016 N OF F 003 0 ` B � 0 0 00 A7.62 �o 0 t tt fn R96730 00 C 80 -0 0000 0000 14'-8" 1 62'-0" 3'-4" FRE z o 1t_0N ~ 13'-8" MANUEL GONZALEZ,AIA Z AR 96730 Q � � I O aC = a �, PROVIDE GAS LINE o W J HBj- , TO GAS COOKTOP 0 Lu ~ = --------- ----� L----- ------------- ----- --------------------------- ---- ----------- --------- L- --------- _ W Q O I I I I I I -�I-------- v d' h M 00 N I I ..jj w = m ( I I I I j I M i >1 � ( ) w W ~ t n ' II II II Q E- 0 -0 r tt ( � � 1 1 1.4 a � w Q o = T.0 PAD TYP. OF 2 19 -5 I �� A., a H z � PROVIDE W o , = ELECTRICAL CHASE W 8 0 > CeLu z ,-, TO ISLAND rt r c=- o Q SLOPE PAVERS z H = O 1/8" PER FOOT _ It--�___ ------------ CL -_----_---- < x 00 00 W II I v n z PAVERS ON ' _� A A a ------- ----- ---------- w ao. cn '-' STEMWALL _ _ ---- I ---- LI it�`� �( -� --- -- ----- M W w z �_.. _6„ n --- LJ LJ L 2t_pN 3t-4° a cn 6 PLUMB NG WALL Z z PAVERS ON w ; " o ~ oc A - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - STEMWALL - cn O w A7.62 ' SLPIE FAVE�I�S � A7.62 a w Zo 1/8" PER FOOT C:) 21-811 21-411 1-- ---L- -------- LL I L----- --------- -------- ------------ I I1 O o J 1 I ----, r --- I ❑ I I r 0 � Co , AlN � ; w � LL_JJ - w0 � I � 1 II - oc U Z o I TYP. 1 1 w' Q 1 I F— > Q d - - - ---- I Cn oI_o" ------------------------------------- _ � i ' NOTE: FIN. FLOOR TO BE 18" i T.0 PAD _ DRAWN BY t5 m = i MIN. ABOVE CROWN OF ROAD i ___ �_____� - o - E. KESSETEBERHAN rZi � Oi J j j j j � _ G1 Oi o z I ot_otr I 5�-4�� 1�-9In CHECKED BY oc Q I ► I I I M. GONZALEZ UJ FINISHED FLOOR , I I , , PROVIDE = w 10 PL MBING 4 I , I , 4 -9 1 1 31-411 WALL PLUMBING ' I I I Ir-- - it-- GAS LINE SCALE Z "' _ __ WALL I 1 I� ; I �� ! ,� I FOR DRYER 22X34 = SCALE AS NOTED co Q -J I -------- ----- ------- -------- ------------� r I I I, _ _ n it u .J H I I 1 �.... I I I I I I J LIF- _ , I I� _� ��.��.��' L" J � Q = I I I �p _rF'-- --- -__ _ tV W U) IIII- O 0 � 4" PLUMBING ; 1 lilt I I js� J � I CJJ � � � � - 10 41 SHEET DATE I I cVi� O WALL, TYP. UNO i i iii€ i� i L-� �-Ju' I Ig I i� 03-18-16 line Q 21_61 t- n r_ It 1 1 1 j �, I `1 , i ,I I, o 6 5 12 9 1 , , 21110 21-811 , 6 1 tl '- 1 I II rr SHEET REVISION INFO 00 O z � 1 I U I PLUMBIN 21-811 2 1 -101 O I I L.....�.----j-------------- P� --- >- s�A$ W m V 1 I I 1 ,--- ----- -----------7 I WALL I � 4 N I L-----J 1/8 PER FOOT N Q Z - ------ -J --� I I I I I 1 r- -------------------- ----, W Z (n N �----- ---------------- - n- Q O ------ -- _._�-------=L --� LF- ------ -----I I I I I I I I u z �"� Z I I I , L_ J I I I I I 1 1 Q to ._��--- I I =� C_� 11 I to LLJ Co Ol ALN O 'Ct Lu a Q '4t_7 n J I I O I I I I r , - 2 ;�� I I *-t I I I I � ap z UJ LnSET REVISION INFO WII-II I j I I I I I r-1 I 2' 0J." O Z J = _ '' i ` 10 w ~ O --- ,,�;'S 1 2 r, I I 1 I 11 1 2 �' _' -----------_ --_—'` --------- I 11 11 C, GC W Z ,--t i % 11--------� I I I I ► I i 1 AIA IJ Z O �> (n Q 4a-7Y2 71 a I I I I I I I I I --- 1- W = - z V cn - ; ; ; ; ; ; ; SHEET DESCRIPTION Q w z to W Q Z r1 I I I I I I I I I LAYOUT w 0 S1�4B _ O II II II II II II I H z w '_.....................................................................:,I I I I I }. Q _ I II II II II II I m d. Z �p I I I I I I I I I I I I N QQ W 0 __ __ __ _L----------------- ----=1=--�1- -------------r-�---- ------------� r L�__� I ----------------- ----- - ---------� ------- _ w �> V zz = Q 03 0 HBA z R -1- U) J ce w = z 91_otr 4'-10%" o i i 96"x48"X4" CONC. PRODUCT LINE W O GAS L NE TO -i I I w jr& ( 1 1 I PAD 3 ABOVE ATLANTIC BEACH CC 60'S � cn TANK ESS W.H. °C UJ z W r 1 tt ' GRADE O 14-9� i i I HERITAGE uj w ST. JOHN'S COUNTY Z o W 801"0" z Pde :4. , E LOT/ BLOCK 0056 z o z E TBI NUMBER 0056 JCL z B OFFICE COPY MODEL o < (AA Q O Z � A7.62 3 ANASTASIA � � a UJ W Q >- 2: � W STEM WALL FOUNDATION ELEVATION NAME z W �' SHINGLE � 0- UJ 1.0 aW � z z o NOTE: FIELD VERIFY ALL GAS LINE :Q _ z S LAB LAYO uT W LOCATIONS PRIOR TO POURING SLAB a z SHEET NUMBER o z w C SCALE: 1/4" = 1'-0 SHINGLE Q foo = 1-17 w ADDITIONAL NOTES SCHEDULES & DETAILS Alm62 Q W m / / � z J V _jZ -jw O O ,� AN BE FOUND ON THE A1.N SHEET. w QVO J SERIAL NUMBER 1014.0 I- TO THE H�OF W KNOWLEDGE,THE DESIGN DEPICrED ON THIS SLAB LAYOUT NOTES : °� `° 'T�`�� B�� p HHS March 23,2016 � („? CODE HT ffFEcrAs of DATE of a�eTFiunoN BELOW. Z N 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. OF F 0 0000W i MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLSCl00 � ° 2. CONSULT W/ 0 Ce o � a J 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSEF0 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. 0 AR96730 0 000000 0000 INDICATES DOOR OPENING FRED 1Z-1 O Fl-NOTES-001 MANUEL GONZALEZ,AIA Z o AR 96730 �U) O w Lu Cr � a m oC Z O w J O � W obi W = ¢ N M m o O :1 UJ 04 Z F-- '¢ z Q 4 u A w O w S o > o O w o p 8 w o r # — W Q = o x z o o � A w w eu- >- z a A Z Lu ►-.� = � � x o C Lu LL. J W.W.M. PLACED IN UPPER = o 1/3 OF SLAB OR FIBERMESH 0 o REINF. PER PLAN o _3 1/8" (MIN. SAWCUT x 1/4 OF ` oo oe SLAB THICKNESS SEE Im Ce " o FOUNDATION PLAN FOR LOCATION Ce Cl DRAWN BY 4 ¢ Lu ° W s E. KESSETEBERHAN z Z II { II II � CHECKED BY V in ¢ M. GONZALEZ w SCALE m1 M a > SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 22X34 = SCALE AS NOTED 0 o --JJ TO 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, ASCONCRETE ALLOWS WITHOUT RAVELING u— Im (nEn 0 0 SHEET DATE V O W 4 03-18-16 10 oDETAILSHEET REVISION INFO O z 1 SAW CUT 0 Lu Al N) W z c�i SCALE: 3/4" = 1'-0" Co ° Lu w ¢ � = w � SET REVISION INFO 0 (nJ LU W Z ;5 Ce Ce. ui o� zv � W z SHEET DESCRIPTION W o Z FRONT WALL OF GARAGE cn M � FOUNDATION M w PROVIDE 11/211 D x 5 W m Ce a z RECESS AT GARAGE DOOR SCHEDULES AND WaQ � NOTES I.- z = o PROVIDE 4 1/2" D x 8" W �� RECESS U3cD J z SLAB RECESS — 1 z IN SLAB cn � ¢ CL Ce o = z 4 1/ " PRODUCT LINE Lu (nCe (n o BRICK PAVERS GAR. /, "j ATLANTIC BEACH CC 60'S o , w FIN. FLR. GARAGE 0 DOOR HERITAGE • 4:w = SLAB Wui � RECESS ST. JOHN'S COUNTY z 0 = o a. - WALL PER - z Z PLAN 5" g LOT/ BLOCK 0056 ui z 0 z _I ( ui TBI NUMBER 0056 I c bo ( --- ` -MODEL `Z o z ANASTASIA I- dW ¢ o--. 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TO REJECT A 4" O Z w - w ; SPHERE °e cn i I ¢ 0- p[ Co I N I zo > z ; 611 6.1 ; O `"' ' 151-611 uj Z Cn ; _ ; SHEET DESCRIPTION cnw o z - - - - r- - - - - - - - - - - - - - - - I - - - - - - - - - - - - - - - --,- - - o _ : : ::::: O = SECOND FLOOR � zw , o I t0 '� p M i — --bo � ------- --- ---- i M � wz bo PLAN Q , , fw- vi Q z z = p Lu J Q I I t0 O LTJ W ¢ � i I ca Ce p = z ih PRODUCT LINE Lu wGC � fa En^ I I Z En L---------------------------------------------------- - I -------------------- ---------- ------ --------- ------------- ATLANTICBEACH CC 60'S 0 0 HERITAGE H I v=i w81-311 1 n 'LU ST. JOHN'S COUNTY zoW � 8 -3 W-4 z F- � 4'-0" 161-611 LOT/ BLOCK 0056 Z z o z ,- „ , ,_ „ TBI NUMBER 0056 Ln O 28 4 201-611 311-211 p O 1-011 MODEL a o Z soANASTASIA �- CwQ uj � w p z � W z a B ELEVATION NAME z 0. 0 A7.62 F" SHINGLE Lu Lu < w _ ton u'~ zo C9 _ Z SECOND FLOOR PLAN OFFICE COPY En co z SHEET NUMBER o z = � SCALE: 1/4" = 1'-0" SHINGLE Q tn i w W ADDITIONAL NOTES SCHEDULES & DETAILS A3.62 p w co �.-� z J V .� Z -� � Joou- AN BE FOUND ON THEA .N SHEET. w aCVF- O JSERIAL NUMBER 1014.0 DOOR TAG M THE BEST OF W IQWWIEDGE,THE DESIGN DEPICTED ON THIS DOOR SCHEDULE D��PE T> APP�G ��> ,� Z =DOORCALL-oUT March 23,zoi6 LCcooE IN EiFEfT AS OF DATE of CERTIFIGTION BELDW. k O �1 N TYPE SIZE REMARKS �� W �G OF F� _ 00000 1 THERMA-TRU INSULATED3'-0" x 8'-0" W/ 12" SIDELITE/ '`� 000 0 mENTRY DOOR r. t I { J TEMPERED - UPGRADED DOOR F� 0 0 2 NOT USED AR96730 3 OVER HEAD GARAGE DOOR 16'-0" X 8'-0" NON-INSULATED RAISED �0 X0 � 00 000000 O C? STEEL PANEL - DESIGNER DOOR FR ED Z 0 4 4 PANELS SLIDING GLASS DOOR 16'-0" X 8'-0" TEMPERED MANUEL GONZALEZ,AIA z o 5 DOOR 2'-8" X 8-0" SELF CLOSING SOLID WOOD NOT LESS THAN AR 96730 o _ 1-3/8"/OR 20 MINUTE FIRE - RATED ui Cd 6 HOLLOW CORE DOOR 2'-0" X 8'-0" o W Co 7 HOLLOW CORE DOOR 2'-4" X 8'-0" o � W cC 8 HOLLOW CORE DOOR 2'-6" X 8'-0" o uj a 9 HOLLOW CORE DOOR 2'-8" X 8'-0" M �_- co 0 10 HOLLOW CORE BI-PASS DOOR 5'-0" X 8'-0" a w ~ ^ 0 o u., 11 HOLLOW CORE BI-PASS DOOR 6'-0" X 8'-0" w O12 HOLLOW CORE DOOR (2) 21-4" X 8 -0n O A d w $ c cn _ a o w o 13 GLASS SHOWER DOOR 2� 0 X 6-4�� TEMPERED rA $ w 14 HOLLOW CORE POCKET DOOR 2'-8" X 8'-0" * - oo � uj = o 15 GLASS SHOWER BI-PASS DOOR 51-011 X 61-411 TEMPERED x z 0 16 HOLLOW CORE DOOR 2'-4" X 6'-8" a' ° O Wo 17 HOLLOW CORE POCKET DOOR 2'-4" " X 6'-8 W Z W � 0 18 DOOR 2'-8" X 6'-8" INSULATED :4 A X a wou oWIN°OW TAG ce WINDOW CALL-OUT WINDOW SCHEDULE SHN W o w N 0C) Ce TYPE SIZE REMARKS cc 9 o 0 0 � A SINGLE HUNG 25 . 36" X 62" VINYL/LOW-E/EGRESS U o B FIXED GLASS 48" X 64" VINYL/LOW-E/TEMPERED Q Ce 00 C FIXED GLASS 32" X 16" VINY LOW-E DRAWN BY o O u, a Ce � D FIXED GLASS 18" X 24" VINYL/LOW-E E. KESSETEBERHAN u w Vz COo E SINGLE HUNG 26 36" X 75" VINYL/LOW-E/EGRESS CHECKED BY c°�n a F SINGLE HUNG 25 (2) 36" X 62" VINYL/LOW-E/EGRESS M. GONZALEZ G SINGLE HUNG 25 (3) 36" X 62" VINYL/LOW-E/EGRESS SCALE Co a > H FIXED GLASS 36" X 62" VINYL/LOW-E/TEMPERED 22X34 = SCALE AS NOTED J Q J OO w t!3 U- 01012 o INSULATION SCHEDULE SHEET DATE o � d 0 03-18-16 Lu g R-VA SHEET REVISION INFO LOCATION TYPE CL 0 0 z U.N.O. --- = m CEILING @ LIVING AREA FIBERGLASS 38 o w z ui EXTERIOR MASONRY WALLS AL-FOIL 4.1 aLuz � EXTERIOR WD. FRAME WALLS FIBERGLASS 19 m Co WALLS @ LIVING AREA FIBERGLASS 11 Lu iLUSET REVISION INFO in Ocn -jw - Lu Ztn = g >. 'Q 0- pe Co Lu cCZV o LU w SHEET DESCRIPTION � ui U o FLOOR PLAN NOTES, H Z w HEDULES, & DETAILS O Q > O V 03 z Ce W < Q Lu Ce o Ln= z o o PRODUCT LINE ui Ce ATLANTIC BEACH CC 60'S O p ? w J o ,� HERITAGE Fw-- V � O w = ST. JOHN'S COUNTY Z O W zozU- 111_21 LOT/ BLOCK 0056 z O z TBI NUMBER 0056 o b z ° MODEL a ^ � Q pCez * 1 PENIN DININ R M ANASTASIA z x > SCALE 1/4"=1'-0" ALL � Woz A3.N ELEVATION NAME w � z o �"' SHINGLE cCa- W W Qui Z = z0 (� L9 1-; uj Z SHEET NUMBER W cce o z = � Q W A3, N w CO OFFICE COP Z J u— Q V .-J o o u- J I- O SERIAL NUMBER 1014.0 ELEVATION NOT �DRAWING, ��LIESWr T1*APPLICABLE KINV*M BUILDING .TME ��,� L) CODE IN EFFEaASOF DATE OFTIONBELOW. ~ PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM March 23,2016 N C ROOFING PER FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR @_ CONTRACT, TYP. TOP OF RIDGE 1' DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED L�'��F 00 = o - - -- - - - - - - - - - - - - - - - - - - - - - - OTHERWISE _J'`" X00 0 Co LOUVER 2 FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 0 tF >- � 0 a` 5.2.6 ,X.......,. ..... ! ....... ....._.._.. ,) _ 5.2.6 2' TO EACH ELEVATION HEEL HGT. I f ' ` _ _ _ - _ Ham-, "CORAL-LIGHT" OR EQUAL PRE-FINISHED �° 96730 ;. f,� i HEEL - - - FOAM APPLICATIONS SHALL BE INSTALLED AS PER �� CD TOP OF PLATE : . : .......: ........: ......_. . ........ ............ ..:...... .. ........... ..... .. -....... TOP OF PLATE ` -- -- - — — — ECS. U.N.O. F ��, f :.... :.....: `... —7 - ONS, SHALL BE 'STONE RE zL - .....: ...._..� "` 4. CAST' FROM INC. ORE UAL AND M FOAM FACTORY oz .............:....�........_.. Q MANUEL GONZALEZ,AIA __ .. .... ........ Z o 4 TRIM @ ....�... ._ .I.....I.. AR 96730 ................... ............_...._........ ,_. ECS. a ! WORK FINISHES SHALL WRAP ALL OPENINGS P ............................................ z vNi oc CORNERS .. ....... : ......_ :........ .� .._ ::: ::::....................._.......___..... ....._,:._.._.L..K.....................,._;..._...r_._..... . ED _ 4 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE 0 � = :... w oc F- ^ OPENING cn w O .�..... m FLASHING .. :,,.... ... � , �...._. oc METAL WORK IN INTERIOR AND EXTERIOR RAILINGS Ce z _j 0 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON � w o _ ALUMINUM w � � U UM THE BUILDER SHOULD NOT0. INTERPRET THE DRAWINGS I C', w ¢ - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - _ _ 00 2ND FIN. FL. �- v, N TO RAISED HEEL N 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE M > m � - - - - - - - -- - - -- - - - - - - - -- - - - - - - - - - - - - - - - - - � ARCHITECT/DESIGNER �' ¢ fz- w o TOP OF PLATE o f- � - THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETIN ~� 0 0 = N TOP OF PLATE N _ H - - - - - - - - - - - WITH THE UB CONTRACTOR/ MANUFACTURER 8. THE ARCHITECT DESIGNER IN WHICH ALL O A / g oc cn 5 w � O ARCHITECTURAL APPLICATIONS WILL BE COORDINATED ° L 1U w °° " w z .>�........�.......�.._ ........�.........�...... ,.. 5.2.6 � o o 5.2.6 ........... ._...�.._. .._�.._ .._._.... ...._... 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CARRIAGE + WZ 0 ( C G i tCD F- V - . �, # ACTUAL STAIR RISERS TO BE VERIFIED u, :, _ 0 W .> II, k RETREAT / C KITCH E I, s GREAT . $_._ 3 RE D. - ST. JOHNS COUNTY Z ( REQ1D.) Lu BY CONTRACTOR IN THE FIELD '� ;# + : I' L� f- 4 � /2 PLYWD. V/ I 3 + III: J €i W _ ROOM + z o - ;,,; I ::: II ifs + 2x WD. TREADS !;- W w,.< ,,• r - LOT/ BLOCK 0056 z ~ °C I',I + NOMINAL TYPICAL ; �+c , , WD. NAILER TBI NUMBER 0056 Z >:, Lit.: i FIRST FLOOR NkI Z 0 0 FIN. F R — _ _ — —. v x v r v x v v .... ...... ........... ........ ...... .<..r::.. .......n. ::v .:.. k:tY:. ;..;`.;.Lx:':i._•v �:Y.xrr Tx:s' .7:'::i.e.'..a..--�.,::e:�:.i: #Y:�� .. .......... ......... ....... .r.....,. .......Kw....... ........ .... T X .K K. Y r .>r• Y. Y Y, s .Y• Y .:..; Y. Y' _11 M DEL .. _. .. ..... .....1. x w x j ..i. ....€. L.." .i... .1.....k l....l. .....� .,.._C �......�w,. .k t.. .. .i...�-. �. �. 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JOHN'S COUNTY z0Lu LOT/ BLOCK 0056 cnZF- � g Z o z TBI NUMBER 0056 o z MODEL o Z w ~ Q ANASTASIA Q10Z wceuj uiH � W p Z UJI z ¢ ELEVATION NAME z W w SHINGLE CeZn W w Q W � V z o OFFICE COPY Z = � z FIRST FLOOR DIFFUSER LAYOUT in � 12 m — z SHEET NUMBER o z = SCALE. 1/4 — 1 -0 SHINGLE Q DIFFUSER LEGEND = fin W M1 .62 0 z °JJ° u ® SUPPLY m RETURN EXHAUST FAN a 0 o FOR REFERENCE ONLY uu J SERIAL NUMBER 1014.0 4 TO THE BEST OF MY KNOWLEDGE,THE DESIGN DEPICTED ON THIS DRAWING COMPILES WITH THE APPLICABLE MIN"BUILDING LDV CODE IN EFFECT AS OF DATE OF CERTIFICATION BELOW. 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Z 0 ELECTRICAL LAYOUT W 0 a FOR REFERENCE ONLY W0 -.Jm uj(n oc "' = z PRODUCT LINE o. a U) 0 W ¢ z ATLANTIC BEACH CC 60'S w Z w o � � I HERITAGE lw- V � W W ST, JOHNS COUNTY z o = o i uj ce LOT/ BLOCK 0056 Z0Z z o cn TBI NUMBER 0056 z o z o MODEL ¢ "-% (n o Z a ANASTASIA 0- 2: � W � Z w � z ¢ ELEVATION NAME z W w o F-- ce (nCe UJ � o w SHINGLE ¢ ui C� v'~ zo Z = Z Lu Z SHEET NUMBER oz = � ¢ cn o � ¢ SECOND FLOOR ELECTRICAL LAYOUT E2.62 � w m w „ _ OFFICE COPY J z _3 � SCALE. 1/4 - 1 -0 SHINGLE W � O o w J ERIAL NUMBER 1014.0 TO THE BEST OF W KNOWLEDGE,THE DESIGN DEICTED ON TL11s DRAWING COMPLUS W1TN THE APPLICABLE MINIMUM BUILDING i CODE 1N EFFECP AS OF DATE OF CERTIFICATION BELOW. TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIOR SHEATHING OF FZO W 00 0400 CIO 0 1. INTEGRATE INSTALLATION OF WEATHER RESISTIVE m BARRIER WITH FLASHING TO FORM WATER SHEDDING LAPS FOLD UP WEATHER HEAD FLASHI G TIE-IN MECHANICALLY FASTEN AS WEATHER - FOLD UP WEATHER e lF�� ; RESISTIVE BARRIER & INSTRUCTION NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIER & 0 o 0 2. SCORE & FOLD WEATHER RESISTIVE BARRIER ABOVE TEMPORARILY SECURE THROUGH FLASHING BARRIER TEMPORARILY SECURE VIISII 0 AR96730 0 v t- HEADER TO ALLOW FOR FLASHING INSTALLATION 1. CUT FOLD P &TEMPORARILY �' 0 SECURE WE THER RESISTIVE ° 4. INSTALL HEAD FLASHING UNDER WEATHER RESISTIVE BARRIER AE OVE HEADER TO WEATHER FR BARRIER ALLOW FOR FLASHING RESISTIVE EXTERIOR 1. PROVIDE A CONTINUOUS E " MANUEL GONZALEZ,AIA zo INSTALLATI N BARRIER SHEATHING LIQ UID APPLIED FLASHING o z 5. FOLD WEATHER RESISTIVE BARRIER BACK OVER HEAD WEATHER TAPE 6 SILL PAN TO THE INTERIOR FACE OF AR 96730 z o FLASHING AND SEAL WITH WEATHER RESISTIVE BARRIER TAPE 2. INSTALL H AD FLASHING UNDER THE MASONRY OPENING cn RESISTIVE 2 SILL JAMBS, AND HEAD z cin :�:'�;•-::.... BARRIER WEATHER RESISTIVE BARRIER ( ) o :.:.` : ...; ASSEMBLED00 2. SEAL ALL JOINTS OF oc o :: ' ""` 3. FOLD WEA HER RESISTIVE T W �� •:. 0 � WINDOW ) T MASONRY WITH = uu I QU .:::r;;' :� ................... SILL PAN BARRIER BACK OVER HEAD 2 z °° FLASHING ND SEAL WITH TAPE s En s CONTINUOUS SEALANT. 00 O ^z.. ............... H 1....1 06 M W ::�,::::::::.::::.. J ;.y. ,:::::::::::::.:. 2 �.; ........ ... ........ ... . oE-- A; ::::::::::... FLASHING W a o DO NOT FLASH � w OOW Q ...T:.T ,:.....::.:. ::.:. " OVER BOTTOM a a o W r- mca CORNER NAILING FLANGE �,,, ►� H w o :4 ... PATCH = W r::::::::.:: :moi:•. :.•r:::::::::.: O .:'f......... O O O A � o0 :. NOTES U W ` -ADHESIVE TYPEO L::::::: 1. FLASHIN TO BE FLEXIBLE SELF :.r: :::> W z (MIN. 6" IDE). CONFORMING TO AAMA 771-07FLASHIN ....0 o S :a.: FLASHING O •.�. ::f........... o o :t.: :r::..:::.:: 2. REMOVE NEATHER RESISTIVE BARRIER FROM TOP OF Lu ¢ z 'r: . ... .. WINDO SILL PLATE. o �- _ 00 W o NOTES: „ 3. INSTALL LASHING IN ORDER AS SHOWN BY NUMBERS. O A FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE (MIN. 6 WIDE) ocWz 1. 2 `� "' a :1:':': CONFORMING TO AAMA 711-07 4. INSTALL LASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED w Q w W a cn .►:.?:.: .:.: Z "' 0 2. INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS BAR TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 A a. �• ::�'::::::::: zz a a o = a W 3. MECHANICALLY FASTEN AS NECESSARY F- PRE-CAST SILL ►- O O04 � W OO �+ ; cV z a rExT-i TYPICAL SLIDING GLASS DOOR FLASHING DETAIL E _2 TYPICAL WINDOW FLASHING DETAIL a o ce NOTE. CLEAN OFF (EXT-2) ANY DEBRIS o D3 N.T.S. (E�'1) 3 N.T.S. BEFORE APPLYING CA- o J OPTION - A STUCCO RAKE JOINT AT WINDOW � � m ANY SEALANTS. u.j O z EXTERIOR PERIMETER CAULKING 0 o n 6FLASHING WINDOW TO BE SECURED DIRECTLY WINDOWS TO BE INSTALLED z W TO THE STRUCTURE AS DESCRIBED PER AAMA 200-12 °C °� CANT STRIP CONT. DRIP EDGE ON PRODUCT APPROVAL cS m ACROSS DOOR HEAD DRAWN BY z oTO DIVERT RAIN WALL PER PLAN V o z SILL PLATE WALL PER PLAN WALL AS M. STRICKLAND cc `� REQUIRED W W :� CHECKED BY z11J SEE NOTE #2 RAIN DRIP _ __ __ __ _____� 0. SWAFFORD 0o a > REGLET o i EXTERIOR SCALE -' 0 ¢ DOOR � � 3. INSTALL BUCK. PROVIDE ,� c=n WALL SHEATHING `-' LIQUID APPLIED FLASHING 22 X 34 = SCALE AS NOTED f_ EXTERIOR OR CONTINUOUS SEALANT _ o En O 12 WITH WEATHER WINDOW P.T. WOOD BUCK SET IN TO MASONRY SIDE OF 11X17 = 1/2 NOTED SCALE d o RESISTIVE BARRIER CONTINUOUS BEAD OF BUCK PRIOR TO UJ P, � INTERIOR PERIMETER CAULKING SEALANT AS DESCRIBED INSTALLATION. SHEET DATE 0- 09 ON PRODUCT APPROVAL a o z 1.FLASHING TO BE FLEXIBLE SELF-ADHESIVE TYPE MIN. 6" WIDE NOTE: 4. SEAL ALL JOINTS (BUCK ( ) DRYWALL TO BUCK AND BUCK TO SHEET REVISION INFO = m CONFORMING TO AAMA 711-07 THIS DETAIL ONLY APPLIES AT EXTERIOR MASONRY WITH DOORS THAT HAVE NO IMMEDIATE OVERHANGS NOTE: z cn o 0 2. INSTALL SILL FLASHING AS SHOWN ABOVE WINDOW BUCKS ARE TO BE CAULKED CONTINUOUS SEALANT. _ ABOVE THEM AND DOORS THAT HAVE A SECOND TO WALL & WINDOW FRAMES CAULKED }. p 5 PROVIDE A LIQUID a m z z SHEDDING LAS STORY WALL ABOVE THEM. 0o J � 3. WEATHER RESISTIVE BARRIER TO FORM WATERS AT INTERIOR AND EXTERIOR PERIMETER APPLIED FLASHING OR W a o o SELF-ADHERING FLASHING W � TO BUCK (INTERIOR FACE O cn W WATERPROOFING AT EXTE RIO R DOOR EXTERIOR WIN DOW TYPICAL WIN DOW TO REMAIN UNSEALED). SET REVISION INFO z = ce m EXT-5 EXTERIOR OPENING OR BEAM EXT_6 HEAD DRIP DETAIL EXT 7 HEAD DRIP DETAIL E r_8 JAMB SEALANT DETAIL 6. INSTALL WINDOW. C7oCWz 3 PROVIDE A CONTINUOUS con D3 N.T.S. (EXT-5) D3 N.T.S. (EX1-6) D N.T.S. (EXT-7) D3 N.T.S. (EXT-8) SEALANT TO ALL FLANGES �- W = OF WINDOW EXCEPT AT o W z c" 5 SILL (PROVIDE 2" MIN GAP W 5 EACH END). SHEET DESCRIPTION W o z � E 4 7. PROVIDE CONTINUOUS m ce a. z SEALANT AT INTERIOR AND STANDARD W a > o EXTERIOR. REFER TO PT WD BUCK AAMA STANDARDS FOR NOTES & DETAILS qui J z INSTALLATION STEPS. ui W = PRE-CAST SILL o C:) PROJECT NAME c (A 0 0 0(n w WALL PER PLAN NOTE: CLEAN OFF in *I .3r. 2: r oo 11 ANY DEBRIS W s BEFORE APPLYING o o W I ANY SEALANTS. (n W H ~ WINDOWS TO BE INSTALLED W LOT/BLOCK Z o zLL. . ;:, PER AAMA 200-12 azo z TBI NUMBER o z o Q 6" 5" MODEL x5" METAL FLASHING STEP OR a 10 z a w/TAR BETWEEN CONTINUOUS n, a. W FLASHING AND SHINGLES FLASHING ALL ry wo RUN KICKOUT 2: w u z FLASHING 6 PAST I ELEVATION NAME � 0 t w u- EDGE OF ROOF ROOF PER PLAN `y �- ALL PLAN VIEW W Q = tr! Z = � O V .zOFFICE COPY 0° TYPICAL ROOF TO- CMU SHEET NUMBER = � TYPICAL o � EXT-11 WALL FLASHING DETAIL EX,-_ _ W m W 4 WINDOW FLASHING DETAIL w z J EXT-11) - � o o u- D3 N.T.S.S D3 N.T.S. QUHO (EXT 4} a ERIAL NUMBER 1014.0 i. t } M THE BEST OF M i IMB)GE,THE DESIGN DEP[CM ON THIS MNG SEE PLAN ROOFING PER CONTRACT. (CONTRACTOR TO `"DDE INEING �`CrASO DATE OF NINIMUNIDW. CDDE IN EFFECT AS OF DATE OF CERIIFICATIOPI BELOW. PROVIDE PRODUCT APPROVAL FOR ROOFING z SEE FRAMING PLAN SEE PLAN SYSTEM) ON A.P.A. RATED SHEATHING PER FOR CONNECTORS v� FRAMING PLAN FOR PLAN SPECS. OF Fz W ROOFING PER CONTRACT. (CONTRACTOR TO *SEE OPTIONAL FIRE CONNECTORS " P� 00 1' �= 2X CEMENTITIOUS OR 2X PROVIDE PRODUCT APPROVAL FOR ROOFING PRE-ENGINEERED WD TRUSS, 24 O.C. 0 �� 0 = o FIRE RATED ATTACHED SYSTEM) ON A.P.A. RATED SHEATHING PER RATED EAVE DETAIL 2X CEMENTITIOUS, � 0 tF TO FASCIA (LABEL IN) PLAN SPECS. _ OR 2X FIRE RATED INSULATION BLOCK SEE PLAN 0 J , ) i FRAM E PRE-ENGINEERED WD TRUSS, 24 O.C. FACIA BOARD , , �, �, , �� ►� �� ,c o 0 0 0 .o SEE PLAN FOR STRAP � AR96730 �' 2X CEMENTITIOUSINSULATION BLOCK �1` 0 -110000000 �"°ti OR 2X FIRE RATED SEE PLAN ALUM. WRAPPED 2x ♦" FASCIA BOARD 2X CONTINUOUS NAILED �q R STRAP EXT. GRADE, 2X WOOD FASCIA NAILED FRED (LABEL OUT) TO BOTTOM OF TRUSS SEEP N FO SRA LEDGER ATTACHED TO TO TRUSS TAILS W/ (2) MANUEL GONZALEZ,AIA 0 o TAIL AT 24" O.C. ALUM. WRAPPED 2x FACIA WITH (1)10d 16d @ 24" O.C. z z FIRE-RATED CAULK WOOD FASCIA NAILED NAIL @ 8 O.C. t AR 96730 PER UL 2761 METAL DRIP ` a FIRE-RATED CAULK PER UL 2761 TO TRUSS TAILS W/ (2) CONT. NON-COMBUSTABLE EDGE z cn ___ CEILING INSULATION w CONT. NON-COMBUSTABLE REFER TO WALL 16d @ 24" O.C. VENT MATERIAL (FOR ------ ------ (SEE ENERGY CALCS.) cn w 0 VENT MATERIAL (FOR SECTIONS FOR WALL INFO AESTHETICS), OVER (2} CONTINUOUS VENTED m AESTHETICS OVER 2 METAL DRIP '` ` ` LAYERS 5/8" DENS GLASS REFER TO WALL SOFFIT; WOOD LEVEL 1/2" RIGID GYP. BD. ( ) ce w _j .T)' EDGE _______ CEILING INSULATION GOLD FIREGUARD TYPE RETURNS WHEN o J LAYERS 5/8 DENS GLASS SECTIONS FOR WALL INFO. N 0 GOLD FIREGUARD TYPE 'X' d -- - - - (SEE ENERGY CALCS.) SHEATHING INSTALLED PER STUCCO SOFFITS ARE DBL. 2x SYP. WD. a o SHEATHING INSTALLED PER CONTINUOUS VENTED MANUF. INSTRUCTIONS. EXT. GRADE, 2X SHEATHING LEDGER, REQUIRED TOP PLATE o z MANUF. INSTRUCTIONS. SOFFIT; WOOD LEVEL 1/2" RIGID GYP. BD. ATTACH ASSEMBLY USING ANCHORED TO FRAME WALL WITH 2x SYP. #2 WD. STUDS w W = a ATTACH ASSEMBLY WITH TRUSS MANUFACTURER TO RETURNS WHEN GRADE SDS25300 (1)1/4 X 3-1/4 SDS SCREWS @ 16 MIN 7/8" STUCCO 3 @ 16" 0 C TYP cd � m �� STUCCO SOFFITS ARE DBL. 2x SYP. WD. ' EA LED 1 " O.C.' OR NAILED TO EA TRUSS LEG ( '' '� H jl)EXT N 0 GER 2 O.C. ��., � 0 SCREWS AT 12 O.C. SHORTEN TRUSS TAILS 1-1/2 REQUIRED TOP PLATE °� COATS) ON GALV. 0 0 ; FOR DOUBLE SUB-FASCIA W/(2) 16d NAILS SELF FURRING FELT REFER TO WALL INSULATION <C H S 0 z = 2x SYP. #2 WD. STUDS BACKED METAL LATH ELEV. FOR (SEE ENERGY CALCS.) 0 C a z MIN. 7/8 STUCCO (3 @ 16 O.C., TYP. COMPLIANCE METHOD 1. VERHANG u w N 0 � o COMPLIANCE METHOD 1: COATS) ON GALV. GOLD FIREGUARD TYPE 'X', WHICH IS A TYPE X GYPSUM WALL BOARD 2x SYP. #2 WD. HEADER cn o Ce z GOLD FIREGUARD TYPE 'X', WHICH IS A TYPE X GYPSUM WALL BOARD SELF FURRING FELT REFER TO WALL INSULATION EQUIVALENT; CONTAINS 40 MINUTES OF FIRE RESISTANCE TIME ASSIGNED PER TABLE STUCCO SOFFIT SPECIFICATION: SEE SCHEDULE 0 0 EQUIVALENT; CONTAINS 40 MINUTES OF FIRE RESISTANCE TIME ASSIGNED PER TABLE BACKED METAL LATH ELEV. FOR (SEE ENERGY CALCS.) 722,2,1.4(2) 'TIME ASSIGNED TO FINISH MATERIALS ON FIRE EXPOSED SIDE OF WALL' PAPER BACK LATHE W/ • 722.2.1.4 2 'TIME ASSIGNED TO FINISH MATERIALS ON FIRE EXPOSED SIDE OF WALL' VERHANG � 0 � O 2x SYP. CONTINUOUS VENTING NAILED SCHEDULED WINDOW Q 0 _ #2 WL HEADER COMPLIANCE METHOD 2: TO TRUSS TAILS AND A TYPICAL (SEE FLOOR PLAN) w Q o COMPLIANCE METHOD 2: STUCCO SOFFIT SPECIFICATION. SEE SCHEDULE R 2 2 FOR - STUCCO FINISH WINDOW ATTACHMENT x 0 � s -I C 60 0 1 HOUR FIRE RATED ROOF CEILING ASSEMBLIES ug oINSTALL PER GA FTEEM RC2602 FOR 1 HOUR FIRE RATED ROOF-CEILING ASSEMBLIES -PAPERAC HE - SCHEDULED WINDOW COMPLIANT W/ FBC-R p.4 0 � a ce ujCONTINUOUS VENTING NAILED SEE FLOOR PLAN COMPLIANCE METHOD 3: 2x SYP. #2 STUD @ 16" '� C a COMPLIANCE METHOD 3: TO TRUSS TAILS AND A TYPICAL ( ) 3 DESIGN N0. P552 FOR 1 HOUR FIRE RATED ASSEMBLIES w UJ z 3, DESIGN N0. P552 FOR 1 HOUR FIRE RATED ASSEMBLIES STUCCO FINISH WINDOW ATTACHMENT r MIN. 7/8 STUCCO (3 COATS) O.C., TYP. z A v Lu 0 COMPLIANT W/ FBC-R ON GALV. SELF FURRING A x }. � APPLICABILITY 7/811 STUCCO 3 COATS ON 2x SYP. #2 STUD @ 16" APPLICABILITY PAPER BACKED METAL LATH WALL INSULATION z W R WALLS LESS THAN FIVE FEET FROM THE PROPERTY LINE SHALL BE 1HR FIRE GALV. SELF FURRING PAPER O.C. TYP. TE IR WALLS LESS THAN FIVE FEET FROM THE PROPERTY LINE HALL BE 1HR FIRE (SEE ENERGY CALCS) O ►-a o � 0 0 S EXTERIOR STRUCTURAL cc RATED IN ACCORDANCE WITH THE BASIS OF DESIGN UL U914. EAVES AND PROJECTIONS THAT BACKED METAL LATH RATED IN ACCORDANCE WITH THE BASIS OF DESIGN UL U309. EAVES AND PROJECTIONS THAT SHEATHING PER O 0 0 FALL ANYWHERE WITHIN LESS THAN FIVE FEET BUT GREATER THAN TWO FEET FROM THE CONNECT WALL PER x 40 N U, u- � WALL INSULATION FALL ANYWHERE WITHIN LESS THAN FIVE FEET BUT GREATER THAN TWO FEET FROM THE PLAN/SPECS FRAMING DETAILS F— z J PROPERTY LINE SHALL HAVE A 1HR FIRE RATING OF THE UNDERSIDE OF THE EAVE PER DETAIL SEE ENERGY CALCS PROPERTY LINE SHALL HAVE A 1HR FIRE RATING OF THE UNDERSIDE OF THE EAVE PER DETAIL Q" 0 o ABOVE. NO PART OF ANY EAVE OR PROJECTION SHALL FALL LESS THAN OR EQUAL TO TWO WATER RESISTANT BARRIER ( ) ABOVE. NO PART OF ANY EAVE OR PROJECTION SHALL FALL LESS THAN OR EQUAL TO TWO � o FEET FROM THE PROPERTY LINE. (2 LAYERS REQUIRED). PAPER FEET FROM THE PROPERTY LINE. 2x SILL PLATE FINISHED BASE MOULDING o BACKED METAL LATHE & CONNECT WALL o 0 oDETAIL-CMU POLYETHYLENE HOUSE WRAP PER FRAMING PLAN _ WATER RESISTANT BARRIER 3/4" GYPCRETE (OPTIONAL) c OPTIONAL FIRE RATED SAVE OR APPROVED EQUAL SYSTEM OPTIONAL FIRE RATED EAVE DETAIL FRAME (2 LAYERS REQUIRED). PAPER TOP F ce ov z FINISHED BASE MOULDING BACKED METAL LATHE & 3/4" THK. T&G SUBFLOOR FLOOR a ce 0 ROOFING PER CONTRACT. (CONTRACTOR TO POLYETHYLENE HOUSE WRAP GLUED & NAILED TRUSS b z w ROOFING PER CONTRACT. (CONTRACTOR EXTERIOR STRUCTURAL PROVIDE PRODUCT APPROVAL FOR ROOFING OR APPROVED EQUAL SYSTEM � SHEATHING AS REQUIRED 3/4 GYPCRETE (OPTIONAL) cc w TO PROVIDE PRODUCT APPROVAL FOR * Q SYSTEM) ON A.P.A. RATED SHEATHING PER � m ROOFING SYSTEM) ON SHEATHING PER SEE OPTIONAL FIRE BY FRAMING DETAILS 3/4" THK. T&G SUBFLOOR PLAN SPECS. 2x RIBBON FASTENED uj DRAWN BY V z 0 SPECS/PLAN RATED EAVE DETAIL 2x SILL PLATE LUED & NAILED TOP OF WD TR 4" O FLOOR TRUSSES cn o z FLOOR PRE-ENGINEERED USS, 2 O.C.0 C. Q M. STRICKLAND cwc a PRE-ENGINEERED WD TRUSS, 24" O.C. _CMU TRUSS PER TRUSS ENGINEER ' CHECKED BY = Lu 2x RIBBON FASTENED TO INSULATION BLOCK o } INSULATION BLOCK FLOOR TRUSSES PER z w TRUSS ENGINEER SEE PLAN 0. SWAFFORD 0° o ALL TRUSSES TO REST ON SEE PLAN �, SERE PLAN FOR STRAP BATT i w PRE-ENGINEERED WOOD FLOOR INSULATION REQUIRED SCALE t- ¢ GALV ANCHOR SEAT OR 0 0 = PRE-ENGINEERED WOOD FLOOR > ALUM. WRAPPED 2x TRUSSES (VERIFY W/ TRUSS AT GARAGE (SEE 22 X 34 = SCALE AS NOTED U- w WRAPPED IN FELT MEMBRANE TRUSSES (VERIFY W/ TRUSS WOOD FASCIA NAILED ENGINEER FOR TRUSS LAYOUT) ENERGY CALCS) 0 0 TO AVOID DIRECT CONTACT ENGINEER FOR TRUSS LAYOUT) TO TRUSS TAILS W/ (2) 11X17 = 1/2 NOTED SCALE 0 W/ MASONRY ' BATT ltd--@ 24" O.C. " ce En 1/2 RIGID GYP. BOARD SHEET DATE UJ SEE PLAN FOR STRAP ALL TRUSSES TO REST ON INSULATION REQUIRED 0 ce9 GALV. ANCHOR SEAT OR AT GARAGE (SEE META`DRIP ` '` J '` '` �� 1/2" GYPSUM cc o z WRAPPED IN FELT MEMBRANE ENERGY CALCS EDGE _____ CEILING INSULATION WALLBOARD ON STUDS u m o ALUM. WRAPPED 2x , ,, , , �� TO AVOID DIRECT CONTACT ° ) ______ __ DBL. 2x SYP. WD. TOP PLATE W WALL INSULATION SHEET REVISION INFO 0 WOOD FASCIA NAILED ; W/ MASONRY �! CONTINUOUS VENTED — (SEE ENERGY CALCS.) SEE ENERGY CALCS 0 uj o Ln TO TRUSS TAILS W/ (2) - --- 1/2 RIGID GYP. BOARD SOFFIT; WOOD LEVEL SCHEDULED WINDOW ( ) CEILING INSULATION _ RETURNS WHEN 1/2" RIGID GYP. BD. SEE FLOOR PLAN I = U z 16d @ 24 O.C. --- -- MID WALL WEEP SCREED w z (SEE ENERGY CALCS} STUCCO SOFFITS ARE DBL. 2x SYP. WD. m m u' AT FLOOR AND CEILING REQUIRED TOP PLATE WINDOW ATTACH ENT HEADER SEE FRAMING 0 ; � ° . Q COMPLIANT WITH FBC-R PLAN FOR SIZE AND DEPTH Lu = 0 W METAL DRIP 1/2" RIGID GYP. BD. P.T. 2x RIBBON FASTENED INSTALL P.T. WOOD FIRE STP 2x SYP. #2 WD. STUDS W W EDGE TO FLOOR TRUSSES PER MIN. 7/8" STUCCO (3 @ 16" O.C., TYP. o cn s 1/2 GYP. BD. ON P.T. TRUSS ENGINEER 1/2 GYPSUM WALLBOARD SET REVISION INFO U z 6 F- CONTINUOUS VENTED FURRING STRIPS W/ ON P.T. FURRING STRIPS COATS) ON GALV. � � >- SOFFIT WOOD LEVEL SELF FURRING FELT REFER TO WALL INSULATION a- m REFER TO WALL INSULATION TYPICAL SINGLE W/ WALL INSULATION ELEV. FOR (SEE ENERGY CALCS.) z cc > z RETURNS WHEN ELEV. FOR (SEE ENERGY CALCS) KNOCK-OUT COURSE BOND (SEE ENERGY CALCS) BACKED METAL LATH VERHANG 0 o STUCCO SOEELTS ERttANG BEAM W/ (1) #5 CONT. 2x SYP. #2 WD. HEADER oz s REQUIREDlq TYPICAL SINGLE KNOCK-OUT PRECAST LINTEL, SEE STUCCO SOFFIT SPECIFICATION: -SEE SCHEDULE w z COURSE BOND BEAM W/ (1) MIN. 5/8" STUCCO FRAMING PLAN FOR PAPER BACK HE W/ SHEET DESCRIPTION cn w o z STUCCO SOFFIT SPECIFICATION: #5 CONT., (GROUT SOLID) (2 COATS) OVER CMU SIZE AND DEPTH CONTINUOUS VENTING NAILED = z UJ o PAPER BACK LATHE W/ SCHEDULED WINDOW SCHEDULED WINDOW U J TO TRUSS TAILS AND A TYPICAL SEE FLOOR PLAN) (SEE FLOOR PLAN) >. cc CONTINUOUS VENTING NAILED PRECAST LINTEL, SEE STUCCO FINISH ( STANDARD °° cc a' z TO TRUSS TAILS AND A TYPICAL FRAMING PLAN FOR W `�a STUCCO FINISH SIZE AND DEPTH EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON NOTES & DETAILS z z s 0 DOUBLE STEP PRECAST SCHEDULED WINDOWS BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION J a DOUBLE STEP PRECAST SCHEDULED WINDOWS CONC. SILL TYP. @ ALL (SEE FLOOR PLAN) OF THE FOUNDATION, 1/4" (SEE ENERGY CALCS) OF THE FOUNDATION, 1/4" (SEE ENERGY CALCS) c j = cn CONC. SILL TYP. @ ALL (SEE FLOOR PLAN) WINDOWS — WINDOW ATTACHMENT GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION PROJECT NAME W o cn z WINDOWS WINDOW ATTACHMENT COMPLIANT W/FBC-R AND SHEATHING AND SHEATHING 0 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS � Z z COMPLIANT W/FBC-R MIN. 5/8" STUCCO MIN. •r ( APPLY A LIGHT COAT OF @ 16 0 C TYP o � w T M APPLY A LIGHT COAT OF @ 16 0 C TYP 0 0 MIN. 5/8 STUCCO (MIN. 2 COATS) OVER CMU CEMENTITIOUS COATING TO CEMENTITIOUS COATING TO U, = 0 2 COATS) OVER CMU 1X2 P.T. NAILER FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE 1X2 P.T. NAILER GROUT CMU COURSE UJ GROUT CMU COURSE BELOW SILL WATER RESISTANT BARRIER WATER RESISTANT BARRIER 0 "' w BELOW SILL ° �IACKED LAYERS REQUIRED: PAPER CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PAPER CONNECT WALL TO FOUNDATION u FINISHED BASE METAL LATH & PER FRAMING DETAILS BACKED METAL LATHE & PER FRAMING DETAILS LOT/BLOCK cn z F- cwc 8 W x 1-1/2 D ' MOULDING z 0 z 8 W x 1-1/2 D , FINISHED BASE RECESS @ SLAB EDGE ;. POLYETHYLENE HOUSE WRAP PROVIDE CONT. METAL TERMITE POLYETHYLENE HOUSE WRAP OR APPROVED EQUAL SYSTEM OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE TBI NUMBER E; g ? FIN z RECESS @SLAB EDGE A- MOULDING Q SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE d- 0 o ! MAIN FLOOR WEEP SCREED FINISHED BASE MOULDING WEEP SCREED t FINISHED BASE MOULDING MODEL N o z MAIN FLOOR ELEV 0'-0" ' MAIN FLOOR MAIN FLOOR w ELEV 0�_0�T a s a ° a. I i I— ELEV 0._0.. a ELEV 0._0.. a ALL N w WI— z ' a - -I - a, III- a I a I ELEVATION NAME w � za _ III,- � � � � � - - a' III. - a' III- o z t� `" o Z ° - III ; III- 4 CONIC SLAB W/ z - N w III a III- 4 CONC SLAB W/ N ( �__ T_ VAPOR BARRIER ( I I d III- 4 CONIC SLAB W/ ( I a' III- 4" CONIC SLAB W/ ALL ,,;; W N I i._._aT_ VAPOR BARRIER _" _ ' • N ( ' VAPOR BARRIER N i VAPOR BARRIER vi z o M I SEE FOUNDATION "' I "' - o s z SEE FOUNDATION PLAN FOR SIZE AND SEE FOUNDATION SEE FOUNDATION V m PLAN FOR SIZE AND TYPE OF FOOTING PLAN FOR SIZE AND PLAN FOR SIZE AND SHEET NUMBER m o z w �. TYPE OF FOOTING EXTERIOR WALLTYPE OF FOOTING TYPE OF FOOTING 0 = (n EXTERIOR WALL F- o w m w 1 SECTION WITH WINDOW 2 TWO-STORNWALL SECTION 3 SECTION WITH WINDOW 4 TWO-STORY WALL SECTION u_j _ OOH 0 a 0 F- o D7 SCALE: 3/4" = 1'-0" D7 SCALE: 3/4" = 1'-0" D7 SCALE: 3/4" = 1'-0" D7 SCALE: 3/4" - 1'-0" ERIA L NUMBER 1014.0 PY L TO 7HE BESr OF MY MWLEDGE,THE DESIGN DEICrED ON THIS DRAWING COMPLIES WrIN THE APPLICABLE MINIMUM BUILDING CODE IN EFFECT AS OF DATE OF CEKTOCATION BELOW. t0 V N SET M RROR 3" FROM SET MIRROR 3" END OFF BACK SPLASH MIRROR=VANITY -5 FROM INSIDE CORNER DRYER VENT (TYPICAL) �� OF F R UJI 00 gf�t3pq 00 GAS PIPE (TYPICAL) 0 0 FOR GAS DRYER ONLY _J0 tv m = a a I n 0 OR lod (nR96730 �j COUNTERTOPS �_ DRYER VENT (TYPICAL) �G� °0� Ir = m ° acs 0003 36 HIGH X L„ FOR GAS GAS PIPEDRYER ONLY F G M > RED (VANITY-5 ) MIRROR O o OUTLET BOX __ _ _ _ "' a 1/4 MIRROR DRYER VENT BOX- MANUEL GONZALEZ,AIA z z CENTER SIDEWAYS - ATTACH PER MFR. AR 96730 a0 � IN BACKSPLASH O D D O 1 2" REE � INSTRUCTIONS oz _ / CSS DRYER VENT BOX- Lu w o _ FFOR MIRROR ATTACH PER MFR. Lo,_ oc M o 2X4 HALF WALL INSTRUCTIONS _ 0 m [:11:1 o W J YORKTOWN P T. ILL PLATE 00 M ce z SILL PLATE cv P.T.P T. "? ao � o TRIM MM MIRROR (IF SLAB ON GRADE) ,� (IF SLAB ON GRADE) I III a o CABINET � � w o W a VANITY IRROR INSTALLATION INSTRUCTIONS: Izz40 a a W o WITH PEDESTAL :1 cld a H o r•, 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. ° _ 2. AT BA HROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS BUTT MIRRORS TIGHT AT NOTE: A 3 ° z = �- 0 G INSIDE o o CORNER (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, U w > NOTE. BRACKETS REQUIRED IF Ir BOTTOM, OR REAR VENT LOCATIONS. S o W zo COUNTERTOP CANTILEVERS MORE THAN 10 3. UPON INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED � BEFORE REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM 12" ROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURER S SPECIFICATIONS. Z w Q px INT-1 KITCHEN HALF WALL DETAIL (,NT-2 MAc"TER BATH MIRROR WOOD TRIM DETAIL (,--NT-3 DRYER VENT BOX FOR DRYER ONLY a o A cc Uw a z W o ¢ D8 SCALE: 1/2" = 1'-0" (INT-1) D$ SCALE: 1/2" = 1'-0" (INT-1) D$ SCALE: 1/2" = 1'-0" (INT-3) w A A W ce uji TILE OR STONE ON 1/2" COMPARE ,� A = z W TOLL APPROVED TILE BACKER (REFER HARDI BACKER BOARD MANUFACTURER'S O a �01 o �, ¢ � TO CONTRACT SPECIFICATIONS) 3 DIM OF TUB & � O • ce OVER / EXT. PLYWOOD o PUMP LOCATION N 0 o ON 2X4 FRAMING. U- Q wo WALL TILE a 0 a}. 0 W 2X BLOCKING BETWEEN REFER TO FLOOR PLAN, VARIES - SEE PLANS O a m STUDS (3 WALLS) VARIES BY MODEL 10 W o z 1 ROW OF TILE e u o VINYL LINER (3 WALLS) EXTENDED 5" 000-u; UP WALLS z z 2X4 @ 16" O.C. W w ¢ ce ce Lu SHELF cv m 100% SILICONE SEALANT BETWEEN o (1) CERAMIC CORNER DRAWN BY Z o TILE BACKER AND WET BED O SHELF AT 48" A.F.F. 2X4 LEDGER in ¢ o ILI- m FLOOR TILE ^ M. STRICKLAND FLOOR TILE o UJ CHECKED BY X x DROP IN TUB x 2-2X4 P.T. THRESHOLD . • • w Q 2" SHOWER RAIN "' `" `" 0. SWAFFORD m a � U- > � + 2X4 CRIPPLES w ¢ ALE o ~' _ • . . • . . • • 00 22 X 34 = SCALE AS NOTED U" � TILE AT DOOR ~¢ 2X4 T BE P.T. SUPPORT UNDER 11X17 = 1/2 NOTED SCALE cn 00 0 ° °--� o PRO-SLOPE PRO-SLOPE THRESHOLD _ WHEN IN CONTACT TUB AS REQ. BY 4 1 WALL TILE W/ CONC. MANUFACTURER'S. SHEET DATE m o g ADJUSTABLE FLANGE OVER ROOFING@FELT PLAN �� o ce SHOWER DRAIN aoZ W m 2" SHOWER DRAIN FR-33 D RO P I N TU B D ETAI L SHEET REVISION INFO ~ W z vi NOTE: D$ _ FF NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL EXACT SIZE AND SHAPE VAIRES BY MODEL AS SCALE. 3/4 - 1 -0 (FR-33) < W `� Z BE USED IN LIEU OF CERAMIC WHEN MARBLE/ WELL AS PL MBING ACCESORIES. REFER TO SHOWER ELEVATION m 0° w MARBLE TILE OPTIONS ARE SELECTED. ARCHITECT RAL PLANS BY MODEL.ED in �F�P z o W �' J s INT-4 SHOWER & CURB O N FRAMED FLOOR INT-5 STANDARD SHOWER SHELF LOCATION �� -�� SET REVISION INFO � z END POST TIED INTO FLOOR QPM ¢ g m D8 SCALE: 3/4" = 1'-0" (INT-4) �D8SCALE: 1/2" = 1'-0" (INT-5) JOIST BELOW EXTEND TO z o � Z BOTTOM OF FLOOR JOISTS. ti � W = END POST TO PENETRATE o w z SUBFLOOR. w o z SHEET DESCRIPTION Z W o E FACE NAIL END POST TO BLOCKING. STANDARD morn- W < z ¢ 0 2x BLOCKING BETWEEN , ol NOTES & DETAILS W z FLOOR TRUSS AGAINST ui W ¢ END POST. Ind o c=n z SUB FLOOR. '; PROJECT NAME toC U U) O le'' ice' i ' / i/moi lm LU Qt••• W000 // '/ �. 4ol .� ♦ / / = 0 �i� ��' �\ � r' �i� �� i�/ , \\♦\♦ / / ,moi�i�' LOT BLOCK Z O O LL ice' ice' %�♦\\ \�T \�y� i'' / / / �'��\ y'�' cn .� / \ ♦ \ / - / • •' %' TBI NUMBER oe.E MODEL a to Q� z W � F- ' � /' �i�'�i�' moi' � �\may'/ / / i��' O /� �� /' `\\\\\ / / oo iii ol ce uj LLA > �; , `�-'',�' NAILS(TYP) Lu o z FLOOR TRUSS. % ELEVATION NAME uo UJI U- N �Z[ W ° ' ALL L('1 GG % W W O z W m SHEET NUMBER � oz = � a u' ° oma 'YW FR-34 HALF WALL TIE-IN DETAIL W co Z J OFFICE COPY � oo � �P8 (FR-34) N.T.S. ¢ u o ERIAL NUMBER 1014.0