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1756 Atlantic Beach Drive Plans FONWIXW- SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE µ DESIGNATES SAWCUT LINE INTERIOR LOAD BEARING WALL DESIGNATES SLAB RECESS Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 3 Ph.242-0908 Fax.241-9557 FL:CA#8344 SC:CA#3579 it j� '��Itl/ldlillli1111/ I11j H 93,-0" `. No. 4 •'OG?� > » 1 ,31-8 x : z 3 AT * 9 -0 10 8 -2 .... .. 10 L ENS, 7111,111 Christopher ) Sabourin PE 1 2 1 © 3 FL PE#71461 S1.01 S1. 1 S1.01 S1.01 REVISIONS DATE - - - - - - - - - - - - - - - - - - - - - - - - - - - �- - - - - - - - - - - - - - - - - - - - Q ARCH 02.28.1 REVISION ( - � - - - - - - - - - - - - - - - - I 0 ADDEWA 03.09.1 I r- - - - - - - - - - - - - - - I - IN C 4 I SIM o 7 I S1.01 I S1301 r I '�" -Volc 1 I � I o S1.01 I I I I I I FIELD ALTERATION O I I I 2 \ I I I F CONTRACTOR SHALL CONTACT LOU IATES PRIOR TO 7g 1'-11" \� I I MAKING ANYSTRUCTURAL FIELD I I I o I MODIFICATIONS WHICH MAY VARY » 90-4» $°-0" I CONSTRUCTION DOCUMENTROM THE INTENT OF THE S.ANY L 4 -7 ` ^1OB FIELD ALTERNATIONS MADE PRIOR TO O I BEING APPROVED BY LOU PONTIGO a ASSOCIATES MAY RESULT IN _ I - SAWCUT I - I S1.01 Q� ADDITIONAL ENGINEERING OR - INSPECTION FEES. / I I 6U I ao �i / \ \ S1.01 4 QI o 10 0 I I O \ V 4I STAIRS BY SIM I I O \ \ BUILDER. I CO 3 Q \ N I 11 - - - - - - - - i S1.01 I L -� S1.01 \ I ' t ' \ \ S1.01 - - - - - - - - - - - - - - - - - - W Uj - � ' L _ - _ - r oL ICD cn _F_ ✓✓J✓J J✓✓✓✓ F2.5 7 4 O - I PROVIDE 2-#4x4'-O" I 3 _ ,.. PAVERS I U LU I CORNER CRACK BARS I II S1.0 _f O BY OTHERS � I �t AT SLAB MID-DEPTH. 8 I I I $ 4" CONCRETE SLAB w/ I 51.01 14'-0" 10 I Q I FIBERMESH 0 1.5 LBS/CU.YD. STAIRS BY z STAIRS BY S1.01 BUILDER. � I OF CONCRElt OR 6x6 W1.4xW1.4 I BUILDER. O I WWF ON 6MIL VAPOR BARRIER 6 F2 Q I IN PREPARED GRADE. 51.01 I I - - - - - - - - - - I ( rrW^^ 1 II 0 V 1 N I 15$-499 I I 4, 7" 15 -1" 140-429 I ( co N N I I I I I ( O I I PROVIDE JAW C TS PER I I w 11 %n N J S1.01 5/S1.01,F BUIL I I PAVERS I COORDINAtE W111 FIVT N I I 51801 BY OTHERS I FLOOR MA IA D I I LO S1 I W I j I I I I I I o MONO FOOTING TO ( I o 11 I MONO FOOTING TO - I j STEM WALL w/ I I I _ O S1.01 I STEMWALL W/ I 00 2-#5x30" DOWELS 2-#5x30'1 DOWELS I I EPDXIED 6" MIN. (TYP) I I EPDXIED 6 MIN. ( ) - - - - - - - - -I - - - - - - - - - - - - - - - - - - - - - - - - - - - - I - -- - O 12x12 MASONRY PIER TO 1 F2.5 1 S1.01 12x12 MASONRY PIER TO SUPPORT POST ABOVE. S1.01 REINFORCE w/ 2-#5. TOP .� SUPPORT POST ABOVE. OF PIER - HOUSE SLAB. REINFORCE w/ 2-#5. TOP >•• 6'-2" OF PIER = HOUSE SLAB. _, 8,_2„ „ N �. 10o � 77,_0„ 91-00P 7 -o .. 10 co FOUNDATION � ' 9,3'-0» I.y � `' 2. PLAN LLa m U. DO NOT SCALE DIMENSIONS FROM O THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR - Q CONTACT THE E.O.R. PLAN NAME FOUNDATION FOUNDATION PLAN (" FOOTING SCHEDULE AND NOTES DIMENSIONS ADDED DAVENPORT - SHINGLE SCALE: 1/4" = 1'-0" DESIGN/DRAWN/CHECKED CS KM LAP TYPE LENGTH WIDTH DEPTH BOTTOM BARS DATE F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. '-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. 0SCAL 6 F2.5 2 �� SCALE F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. AS NOTED F3.5 S-6" S-6" 1'-0" 4-#5 EA. WAY BOT. _ - r LPA No. F4.0 4'-0" 4'-0" 1 _011 Y BOT 4-#5 EA. WA . F4.5 4'-6" 4'-6" 1'-0" CONTROL No4-#5 EA. WAY BOT. TOLL-16-00673-` N . 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, SHEET STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. IN ACCORDANCE w LOCAL BUILDING CODES. SLO 2. FTGS. & FND. SHALL BE / 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED SHEET 4 OF PROCTOR IN ACCORDANCE WITH ASTM D 1557. 9 i TO THE BBT OF Nr WAEKE,THED :. tiS DRAWING COMPIM WITH THE APPLL,: MT-:„ 314tWNG CODE IN EFFECT AS OF DATE OF C9OB4fJfItAN SUM. September 22,2016 CD Z N ;�Q, R W N '9 } @! �_Z Ir Q Ce Ce R967 O sFRED 1 MANUEL GONZALEZ,AIA Z AR 96730 O � Z Z 5 Q P•y � Z � W w �-- a m 5u w J ABBREVIATION LIST GRAPHICS LEGEND SQUARE FOOTAGE NOTES LIST OF DRAWINGS E .�, 4 M o PARTIAL SECTION INTERIOR ELEVATION SHINGLE ELEVATION a a o3z W = m Ab rev. Description Abbrev. Description Abbrev. Description _ DErAIL# - DETAIL# AREA CALCULATIONS S.F. F w �' o ___ DRAWING # ___ DRAWING# GN1 GENERAL NOTES Index of Drawings q o ~ NUMBER F,P. FIREPLACE PT. LD. POINT LOAD FIRST FLOOR 2,310 SQ. FT. � w # z i & AND FRT. FRONT PWD. PowDER BUILDING SECTION DETAIL CALL-OUT SLAB LAYOUT ! UIM O wzo - EQUAL FT. FEET PLW. PLYWOOD _ _ _ SECOND FLOOR 810 SQ. FT. t3 N cc cn @ AT FTG. FOOTING DETAIL# ( _-- DETAIL# A1.62 SLAB LAYOUT ; �p 8 w z R RISER ___ ___ DRAWING# \ _ / DRAWING# TOTAL LIVING AREA 3120 SQ. FT. Al.N SLAB NOTES, SCHEDULES, & DETAILS G� �- O w O A/C AIR CONDITIONING F.O.M. FACE OF MASONRY w N o ABV. ABOVE RA RETURN AIR x RAD. RADIUS CEILING HEIGHT CHANGE FLOOR PLANS a O Z W a o ADJ. ADJUSTABLE GAL GALLON �� - A2.62 FIRST FLOOR PLAN a q O a o A.F. ABOVE FLOOR G.A. GAUGE REF. REFRIGERATOR COVERED ENTRY 245 SQ. FT. c2 31.w A.F.F. ABOVE FINISHED FLOOR GD GARAGE DOOR REINF. REINFORCING CENTER LINE ® SPANISH TILE A3.62 SECOND FLOOR PLAN W r a GROUND FAULT COVERED LANAI 219 SQ. FT. A3.N FLOOR PLAN NOTES, SCHEDULES, & DETAILS q Z p... AHU AIR HANDLING UNIT GFI RM. ROOM ELEVATION MARKER ® SHAKE SIDING Lu c z INTERRUPTER a GARAGE 444 5Q. FT. A w ALT. ALTERNATE GL GLASS R.O. ROUGH OPENING EXTERIOR ELEVATIONS a a U >- R D. REQUIRED SLAB RECESS SIDING A5.62 FRONT & SIDE ELEVATIONS ' � � `~ O A z W ALUM. ALUMINUM G.W.B. GYPSUM WALL BOARD Q Q TOTAL 4 028 SQ. FT. x ° = < � R & SH ROD & SHELF ' ) FRAME BEARING WALL ® BRICK A5.1.62 REAR & SIDE ELEVATION, & ROOF SLOPE PLAN a C Ci O HIGH R.W.C. RAIN WATER CHANNEL A5.2.62 EXTERIOR ELEVATION DETAILS a Ci ,,, w J B.B.Q. BARBECUE H INTERIOR WALL = Z Q BD. BOARD HB HOSE BIBB STUCCO FINISH " o B.F.F. BELOW FINISHED FLOOR HD. / HDR. HEADER SF / SQ. FT. SQUARE FEET (NON-BEARING) BUILDING SECTIONS w BOTT. BOTTOM HGT. / HT. HEIGHT SGL SINGLE ® CMU MASONRY WALL_-r--- EARTH A7.62 BUILDING SECTIONS & DETAILS O a m BR. BRICK HORIZ. HORIZONTAL SHT: SHEET Lu z BKFST. BREAKFAST SH. SHELF ® GABLE END WALL INSULATION DIFFUSER LAYOUTS oo 2 INSUL INSULATION SHWR. SHOWER ® DECORATIVE STONE M1.62 FIRST FLOOR DIFFUSER LAYOUTce DRAWN BY z w CALC. CALCULATIONS INT. INTERIOR SL. SLIDER FRAMED KNEEWALL M2.62 SECOND FLOOR DIFUSSER LAYOUT PRE-CAST LINTEL/ HEADER S. FOX Ce C.J. CONTROL JOINT I.L.O. IN LIEU OF SPECS SPECIFICATIONS DROPPED SOFFIT CO CL CENTER LINE S.P.F. SPRUCE PINE FIR c5 ,� .ELECTRICAL LAYOUTS z z'o _ E1.62 FIRST FLOOR ELECTRICAL LAYOUT CHECKED BY Oi O z CLG CEILING KS KNEE SPACE SPRG. PT. SPRING POINT DESIGN CRITERIA E2.62 SECOND FLOOR ELECTRICAL LAYOUT H. CRUZ � cnQ _ °; CMU CONCRETE MASONRY UNIT STD. STANDARD C.O. CLEAN OUT L LONG STL. STEEL SCALE 2 z "� L. COLUMN LAV LAVATORY STOR. STORAGE TWO STORY: FIRST FLOOR - FRAME SINGLE FAMILY RESIDENCE: GROUP R3 STANDARD NOTES & DETAILS ---- � o � OMP. COMPRESSOR LDRY LAUNDRYFLOOR � D3 STANDARD NOTES & DETAILS J �... SECOND FL OR - FRAME BUILDING TYPE. V - B D7 STANDARD NOTES & DETAILS WCONC. CONCRETE LIN LINEN T TOR O cn CONT. CONTINUOUS LT LAUNDRY TUB T&G -TONGUE &GROOVE RISK CATEGORY: II -- D8 STANDARD NOTES & DETAILS SHEET DATE O TEMP- TEMPERED5-02-16 O DESIGN BASED ON FLORIDAFLO DA BUILDING CODE W DB. DOOR BELL M.B. MASTER BATH THK. THICK WIND DESIGN BASED ON: ASCE 7 HOUSE ELEVATION ABBREVIATIONS o ac DBL. DOUBLE Yom, MAX MAXIMUM T_.0. TSP OF 5TH EDITION (2014) SHEET REVISION INFO a o z DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABINET _ T.0. .B. TOP OF BOND BEAM F.B.C. 5TH EDITION (20 4) RESIDENTIAL ULTIMATE DESIGN WIND SPEED = 130 MPH ABBR. FULL NAME ELEV. CODE ---- ,,, �- o - MAN. MANOR 03 = 0° DECO. DECORATIVE MFR. MANUFACTURER TR. TREAD F.B.C. 5TH EDITION (20 ,4) MECHANICAL NOMINAL DESIGN WIND SPEED = 101 MPH 0 0 z 07 R0. WPROV PROVINCIAL 08 Lu z vi DET. DETAIL MIL. MILLIMETER TRAN. TRANSOM r� o c.� F.B.C.FTH EDITION 20 .4 PLUMBING EXPOSURE' arm DIA. DIAMETER MIN. MINIMUM TYP. TYPICAL ( ) m m w 3. DIM. DIMENSION MIRR. MIRROR F.B.C. 5TH EDITION (20 .4) ENERGY ENCLOSED BUILDING INTERNAL cHA. CHATEAU 09 N DOWN MLDG. MOLDING UC UNDER COUNTER CONSERVATION PRESSURE COEF.: +.18/-.18 VER, VERSAILLES 10 DN SET REVISION INFO Lu Q o UNLESS NOTED CLA. CLASSIC 18 Ln w DR. DOOR M.P.H. MILES PER HOUR U.N.O. OTHERWISE F.B.C. 5TH EDITION (20 4) FUEL GAS FOR WINDOWS/DOORS, SEE FLOOR MED. MEDITERRANEAN 19 - g DS. DOWNSPOUT MT METAL THRESHOLD F.B.C. 5TH EDITION (20 .4) ACCESSIBILITY PLAN FOR ACTUAL PRESSURES: TRA. TRADITIONAL 20 `� a cc m D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER COU. COUNTRY MANOR 21 Luz HER. HERITAGE 22 z O o DW DISHWASHER N.T.S. NOT TO SCALE VERT VERTICAL NATIONAL ELECTRIC CO )E 2011 (NFPA 70) FEMA RULES & REGULATIONS (nO DWG. DRAWING V.T.R. VENT THROUGH ROOF CMN. CIMMARON 28 SHEET DESCRIPTION Zv n O.A. OVERALL N.F.P.A. 1012014 ASCE 7-10: MINIMUM DESIGN LOADS MSN. MISSION 30 W o z E EGRESS O.C. ON CENTER W WIDE THIS DRAWING AND DESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED CFT. CRAFTSMAN 31 COVER SHEET Lu O SCL. SPANISH COLONIAL 32 z w E.E. EACH END O.H. OVERHEAD W/ WITH AND SEALED OR WHILE CURRENT CODE IS VALID >- 9. a o E.W. EACH WAY OPT. OPTION(AL) W.C. WATER CLOSET BOR. BORDEAUX 33 BRO. BROUGHAM 39 REN. RENAISSANCE 40 w ¢ > o EL. ELEVATION OPNG. OPENING WD. WOOD z z = Z ELEC. ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW W N ; Q ENCL. ENCLOSURE PED. PEDISTAL SINK W.I.C. WALK-IN CLOSET VIE. VIENNA 41 cc o = z ENG. ENGINEERED POLY POLYVINYL WP GFI WATERPROOF GFI TUS. TUSCAN 44 PROJECT NAME vi EQUIP EQUIPMENT P.S.F. POUNDS PER SQUARE W W M WELDED WIRE MESH CLS. CALAIS 46 DUVAL COUNTY c z z FOOT ITV. ITALIAN VILLA 58 O oLuEXT. EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC SHIN. SHINGLE 62 € ATLANTIC BEACH CC - Lu o FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER PBC. PALM BEACH 80 HERITAGE w � FLR. FLOOR P.R. POWDER ROOM CRB. CARIBBEAN 81 i z o w FND. FOUNDATION P.T. PRESSURE TREATED CST. COASTAL 82 LOT/BLOCK 0072 zu-j Z U- TBI NUMBER 0072 z o (n s • moo o � z MODEL a w Q DAVENPORT Enuj " � a � w o z € ELEVATION NAME uj (D Lu Z W Z a � � SHINGLE � cn W u< Lu monoLL Va' z = � Z �i Q SHEET NUMBER ux ~ � Lu W F— != C1 O_ wmV JZJij PERIAL NUMBER 1014.0 JORL- L Q U O GENERAL NOTES CAST IN PLACE CONCRETE WOOD CONSTRUCTION TO THE BEST OF W WAIDOE,THE MMM DEKaED ON THIS DOORS&WINDOWS DMWM COMPUES WITH THE APPUMLE NWMM BUBDING CODE IN EFFECT AS OF DATE OF CEBTMTION BELOW. to Z 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE 1. ALL CONCRETE SHALL HAVE T E FOLLOWING MINIMUM COMPRESSIVE STRENGTH AT 28 1. WOOD CONSTRUCTION SHALL CONFORM TO THE NEPA"NATIONAL DESIGN SPECIFICATION USE BEALL DROOMS ROOMS AND PROVIDING UIRE AN OU ASIDE WINDOW OR DOOR NOTLE OPERABLE THAN O THE INSIDE WIDTH,I 24INCHES IN C r-+ AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING AND ITS COMPONENT PARTS N DAYS: FOR WOOD CONSTRUCTION",APPLICABLE EDITION. HEIGHT&5.7 SQ. FR.. IN AREA. THE BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44"OFF THE cn DURING ERECTION. THIS INCLUDES, BUT IS NOT LIMITED TO,THE ADDITION OF FLOOR AND NO PART OF THE OPERATING MECHANISM SHALL BE PLACED HIGHER THAN 54"A.F.F. OF F� 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. REMAINING CONCRETE 3000 PSI .9 07 an V STUDS FOR LOAD BEARING WALLS SHALL BE AS FOLLOWS: THE OPERATING MECHANISMS FOR SINGLE HUNG WINDOWS SHALL BE AT OR NEAR THE SILL. tiP'NJ Fl 2. ALL CONCRETE SHALL HAVE A SLUMP OF 4" PLUS OR MINUS 1",AND HAVE 2 TO 4% cC ao WINDOWS INDICATED WITH (E) OR (EGRESS) MUST BE MANUFACTURED TO CONFORM TO THE BLDG. Yl a AIR ENTRAINMENT,AND A MAXIMUM WATER/CEMENT RATIO OF 0.58. 2X4'S,2X6'S OR 2X8'S @ 16"O.C. (U.N,B) CODE W/ RESPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N.F.P.A. 101 CHAPTER 24. 1,° ALL GLASS WITHIN 24 INCHES OF ANY DOOR, SLIDING GLASS DOORS, ALL GLAZING AT TUB AND AR967 O OO 3. CONCRETE MIX DESIGN SHAM BE IN ACCORDANCE WITH THE APPLICABLE EDITION OF ACI ~~ SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE 301 CHAPTER 3, METHOD 1 0 METHOD 2, SUBMIT BACKUP 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 2411.1.2j �T STRUCTURAL DESIGN CRITERIA ALL INTERIOR NON BEARING PARTITIONS SHALL BE 3 5/8" METAL STUDS 26 GA AT 24"O.C. MAX. SINGLE SWING EXTERIOR DOORS CONNECTING GARAGE TO LIVING AREAS SHALL BE EQUIPPED WITH LIVE LOADS: ROOF 20 PSF (REDUCIBLE) CHAPTER 5 SECTION 5.3. OFT E LATEST EDITION OF ACI 318, SPACING W/ 1/2 MIN. GYPSUM DRYWALL EACH SIDE. 3 � RESIDENTIAL FLOOR UNLESS OTHERWISE INDICATED 40 PSF SOLID WOOD DOORS NOT LESS THAN 1/ INCHES (35 MM) IN THICKNESS, SOLID OR HONEYCOMB CORE �-� ;_� z w 40 PSF 4. ALL REINFORCING STEEL SHA L BE NEW DEFORMED BILLET STEEL STEEL DOORS NOT LESS THAN 1% INCHES (35 MM)THICK OR 20 MINUTE FIRE-RATED DOORS. . p BALCONIES/DECKS WHERE MASONRY OPENINGS RE MANUEL GONZALEZ,AIA z STAIRS 40 PSF CONFORMING TO ASTM A-615 RADE 60, QUIRE WOOD FRAMING,TO FIT WINDOW OR DOOR SIZES, PRESSURE AR 96730 TREATED 2x8 STUDS MAY BE SECURED TO THE MASONRY WITH 1/4" DIA. x 3 1/2"TAPCON SCREWS, 6" M _O ATTIC WITHOUT STORAGE 10 PSF FROM EACH END AND 12" C/C. ADDITIONAL FRAMING MEMBERS SHALL BE NAILED TO PRIOR STUD W/ Q Ln � ATTIC WITH STORAGE 20 PSF 5.ALL CONCRETE WORK SHALL E IN ACCORDANCE WITH"THE BUILDING 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. p = 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 i WIND BORNE DEBRIS REGION W H SLEEPING ROOMS 30 PSF SLABS SHALL BE ATTACHED TO THE SLAB WITH MIN. ' DIA. EXPANSION BOLT w/OVERSIZED "SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUILDINGS,"ACI 301. z EXTERIOR OPENINGS IN WIND BORNE DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE WASHERS AT 32"ON CENTER.ALL OTHER SUBSTITUTIONS MUST BE APPROVED BY STRUCTURAL 3000 PSI SHALL BE PROTECTED WITH WINDOWS, DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI-DADE oo m CONCRETE CONCRETE UNLESS OTHERWISE INDICATED $; 6. CONCRETE TICKETS SHALL BE TIME-STAMPED WHEN CONCRETE IS BATCHED, ENGINEERING PRIOR TO INSTALLATION. OR FLORIDA PRODUCT APPROVAL NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE In A o0 w STRENGTH InM LL_ OJ @ 28 DAYS THE MAX.TIME ALLOWED FRO WHEN WATER IS ADDED TO THE MIX UNTIL IT IS MINIMUM REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE Lu REINFORCING: WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 DEPOSITED IN ITS FINAL POSI ION SHALL NOT EXCEED 90 MINUTES. IF FOR ANY REASON APPROVED NOA AND THE CONSTRUCTION DOCUMENTS, THE MOST RESTRICTIVE REQUIREMENT SHALL t; .l D 4.ALL WOOD IN CONTACT WITH CONCRETE OR EXPOSED TO WEATHER SHALL BE PREVAIL AND THE ARCHITECT OF RECORD SHALL BE NOTIFIED. 0 z ALL REINFORCING BARS ASTM A615-60 60,000 PSI THERE IS A DELAY SUCH THAT IS BATCH IS HELD FOR LONGER THAN 90 MINUTES,THE �1 -.!4 w __j w Q ALL STIRRUPS AND TIES ASTM A615-60 60,000 PSI CONCRETE SHALL NOT BE PLACED. IT SHALL BE THE RESPONSIBILITY OF THE TESTING LABORATORY TO PRESSURE TREATED BORATE SBX. PROVIDE USE GALVANIZED NAILS AND FASTENERS ►-a GYPSUM WALLBOARD Rj a j 00 POLYPROPYLENE FIBERS FOR SLABS ON GRADE MINIMUM 1.5 LBS. OF NOTIFY THE OWNER'S REPRESENTATIVE AND THE CONTRACTOR OF ANY NONCOMPLIANCE WITH THE ABOVE. IN PRESSURE TREATED LUMBER. w O FIBERS PER CUBIC YARD PROVIDE 1/2 NO SAG GYP. BOARD ON ALL CEILINGS. PROVIDE 5J8 TYPE X GYP. BOARD ON ALL H 0 O = GARAGE CEILINGS WHERE HABITABLE SPACE EXISTS ABOVE. GARAGE SHALL BE SEPARATED FROM THE "'. F, CONCRETE ASTM C90-01, STANDARD WEIGHT UNITS, fm=1500 PSI MORTAR TYPES 1800 PSI 7. ALL REINFORCING DETAILS SHALL CONFORM TO MANUAL OF STANDARD PRACTICE FOR RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1/2 GYP. BOARD APPLIED TO THE GARAGE SIDE. MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS MASONRY INSPECTION IS REQUIRED 5. STUDS SHALL BE DOUBLED AT ALL ANGLES,CORNERS AND AROUND ALL OPENINGS. Q A Q ~ UNITS: DURING CONSTRUCTION DETAILING REINFORCED CONCRETE STRUCTURES"ACI 315 LATEST EDITION,UNLESS Q oo Z HARDIE BACKER TO BE USED AT ALL SHOWER AND TUB LOCATIONS, UP TO 8'ABOVE FINISHED FLOOR. 5u U w W STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS STEEL A36 36 000 PSI, U.N.O SHOP AND FIELD DETAILED OTHERWISE ON THE STRUCTURAL DRAWINGS. 6. AT DOUBLE OR TRIPLE HEADER/BEAMS PROVIDE A 1/2" PLYWOOD(OR O,S.B.)SPACER BETWEEN MEMBERS, .t � i; $ Ln El w z STEEL: WELDS: E70XX ELECTRODES ALL BOLTS CAST IN CRCRETE: ASTM A36 OR ASTM A-307 NAIL ALL MULTI-MEMBER HEADERS AND BEAMS TOGETHER WITH 16d NAILS AT 12"O.C.TOP AND BOTTOM AT ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER-STAIR SURFACE AND ANY V O a O o 8. SUBCONTRACTOR SHALL REVIEW ARCHITECTURAL AND MECHANICAL DRAWINGS FOR SIZE AND EA. SIDE AND STAGGERED. SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2"INCH GYPSUM BOARD. p WOOD BEAMS, RAFTERS,JOIST, PLATES: U.N.O. N0. 2 SOUTHERN YELLOW PINE (19/o M.C.) d' En O FRAMING: ROOF DECK: PLYWOOD C-C/C-D, EXTERIOR,or OSB LOCATION OF EMBEDDED ITEMS, SLEEVES,SLAB DEPRESSIONS,SLOPES,ETC, 7. MULTI STUD NAILED TOGETHER W/ 10d NAILS AT 10"O.C.TOP AND BOTTOM AT EA, SIDE AND STAGGERED,U.N.O. Z W Q 0 FLOOR SHEATHING: T&G A-C GROUP 1 APA RATED(48/24) REQUIRED BY OTHER TRADES. THESE ITEMS SHALL BE FURNISHED AND INSTALLED GLASS BLOCK x c ~ = V WALL SHEATHING: PLYWOOD C-C/C-D, EXTERIOR OR OSB 8. WALL SHEATHING SHALL BE: MORTAR TO HAVE COMPRESSIVE STRENGTH: TYPE S - 1800 psi AT 20 DAYS A PRIOR TO PLACEMENT OF CON RETE, 7/16"APA RATED SHEATHING 32/16. BLOCK ALL EDGES w/2x4 BLOCKING w/8d NAILS AT 4"O.C. EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. P LU VERSA LAM BEAM: Fb = 2900 PSI (2.OE) V En Q WOOD COLUMNS: PARALLAM 2.0E U.N.O. AT EDGE SUPPORTS, AND 8d NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS. 0.4 A � 9. SUBCONTRACTOR SHALL VERIFY LOCATIONS OF ALL OPENINGS,SLEEVES,ANCHOR BOLTS, M w Z A U3 w z WOOD ROOF DESIGN LOADS: SHINGLE ROOF: TILE ROOF: INSERTS,ETC.,AS REQUIRED Y OTHER TRADES BEFORE CONCRETE IS PLACED. BUILDING IDENTIFICATION w A O TRUSSES: TOP CHORD LIVE LOAD: 20 PSF 20 PSF 9. FLOOR SHEATHING IS 3/4" (OR 23/32")TONGUE AND GROOVE C-C PLYWOOD,OR 3/4"O.S.B.(48/24 RATING), APPROVED NUMBERS OR ADDRESSES BE PLACED ON ALL NEW AND EXISTING BUILDINGS IN SUCH V >- Z TOP CHORD DEAD LOAD: 10 PSF 20 PSF GLUED AND NAILED WITH 8d RING COMMON NAIL AT 6"O.C.AT SUPPORTED EDGES,AND AT 6"O.C. POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE ,- A z w 10. WHERE BAR LENGTHS ARE G VEN ON THE DRAWINGS,THE LENGTH OF ANY HOOK,IF PROPERTY. SAID NUMBERS SHALL BE A MININUM OF 4"TALL AND 1/2"THICK AND CONTRAST WITH a O = Q BOTTOM CHORD DEAD LOAD: 10 PSF 10 PSF AT INTERMEDIATE SUPPORTS 04 O v F-- 0 REQUIRED,IS NOT INCLUDED. HOOKS SHALL BE PROVIDED AT DISCONTINUOUS ENDS THEIR BACKGROUND. ptm� 0-4TOTAL: 40 PSF 50 PSF W Ow J OF ALL TOP BARS OF BEAMS A ND AT SLABS EDGES. STUCCO = O w N J WIND UPLIFT RESISTANCE: 10 PSF 10 PSF 10. ROOF SHEATHING SHALL BE 5/8"OR 19/32"CD PLYWOOD,NAILED Z Q ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8"THREE COAT STUCCO O wSEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND 11. SUBCONTRACTOR SHALL PRO IDE SPACERS,CHAIRS, BOLSTERS, ETC. NECESSARY TO TO TRUSSES BELOW.SEE ROOF SHEATHING NAILING SCHEDULE FOR NAIL PATTERN, FINISH OVER HIGH RIB PAPER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL O UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PROVIDE ONE PLYWOOD CLIP PER SPAN BETWEEN SHEET EDGES FOR 24"SPAN. PLYWOOD PANELS. e� "- LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. SUPPORT REINFORCING STEEL. SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE cam. °� w PROVIDE SOLID 2x BLOCKING BETWEEN SUPPORTS AT ALL HIPS, RIDGES,VALLEYS, CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. p O J SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL. V d m WOOD FLOOR DESIGN LOADS: AND CHANGES IN ROOF SLOPE. OU R KITCHENS Lu O cn TRUSSES: DEAD LOAD: 20 PSF TF�Q a V p LIVE LOAD; 40 PSF 12, REQUIRED CONCRETE COVER GE OVER REBAR SHALL BE AS FOLLOWS: ALL CONION WITHIN 24" OF EXTERIOR GRILLS AND COOK TOPS SHALL BE NON-COMBUSTIBLE. Z 0 w TOTAL: 60 PSF SUPPORT REINFORCING STEE . SUPPORT ITEMS WHICH BEAR ON EXPOSED CONCRETE 11. ALL LUMBER SHALL BE STAMPED WITH THE GRADE MARK OF AN APPROVED CMU, LIGHT EL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE SURFACES SHALL HAVE ENDS WHICH ARE PLASTIC TIPPED OR STAINLESS STEEL, GRADING AGENCY. FBC RESIDENTIAL, qLL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR GRILLS OR C0OKTOP5: ' A. Z u- m 3"FOR CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH FOUNDATIONS)FOUNDATION/SITE PREPARATION: ( 12. ALL WOOD FOR BEAMS, BEARING WALLS,SOLE PLATES,TOP PLATES, BLOCKING, BRACING,LEDGERS ANCHORAGE DRAWN BY t- Z O B. FOR CONCRETE EXPOSED EXTERIOR WEATHER: METALAND WIRE LATH: cn'O z 1-1/2" FOR#5 AND SMALLER CRIPPLES,SILLS, ETC.,SHALL BE SOUTHERN PINE NO. 2, KD-15,OR BETTER. Fb = 1200 PSI. 1. ALL METAL LATH SHALL :SAPPED 1 INCH MINIMUM. W. GRIFFIN ce Q 1. FOOTINGS WERE DESIGNED FOR AN ALLOWABLE SOIL BEARING PRESSURE OF 2,500 PSF, ; Lu 2" FOR#6 AND LARGER AL2 WOOD IN CONTACT WITH CONCRETE OR CONCRETE BLOCK SHALL BE PRESSURE TREATED. 2. ALL ATTACHMENTS FOR SECURING METAL LATH, WIRE LATH AND WIRE FABRIC TO SUPPORTS SHALL CHECKED BY = a FOOTING EXCAVATIONS AND SLAB SUBGRADE SHALL BE COMPACTED TO A DRY DENSITY BE PLACED NOT MORE THAN 6 INCHES APART, AND SIDE LAPS SHALL BE SECURED TO SUPPORTS AND BE O >- OF AT LEAST 98%OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY, DETERMINED IN C. FOR CONCRETE NOT EXPOSED TO WEATHER: WOAD FOR NON-STRUCTURAL USES SHALL BE RATED TO RETENTION LEVELS OF 0.25 PCF OF A TIED BETWEEN SUPPORTS AT NOT-Td EXCEED 9 INCHES INTERVALS. cc z w3/4" FOR SLABS,WALLS,A D JOISTS BORbTE PRESERVATIVE TREATMENT: DISODIUM OCTOBORATE TETRAHYDRATE(DOT). WOOD FOR S. LEE 0o Q > ACCORDANCE WITH ASTM D-1557.TREAT ALL SOIL FOR TERMITE PROTECTION, 1-1/2" FOR BEAM AND COLL MN PRIMARY REINF.,TIES,STIRRUPS 3. METAL AND WIRE LATH SHALL BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THE EQUIVALENT _j coSTRUCTURAL USE THAT SHALL BE TREATED FOR ANY REASON SHALL BE RATED TO RETENTION SCALE -j Q 2.THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEER OF 4D GALVANIZED OR BLUE COMMON NAILS DRIVEN TO A PENETRATION OF AT LEAST % INCH AND OO _ 13. MINIMUM LAP SPLICES ON ALL REINFORCING BAR SPLICES SHALL BE 48 BAR LEVELS OF 0,42 PCF OF DOT OR MORE. NAILS,SPIKE, BOLTS USED W/DOT SHALL BE BENT OVER TO ENGAGE NOT LESS THAN THREE STRANDS OF LATH. METAL AND WIRE LA14H SHALL BE 22 X 34 = SCALE AS NOTED w TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION EFFORTS. LOCATIONS HOT DIPPED GALV. FOR STRUCTURAL USES,AVOID BUYING TREATED LUMBER ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL WOOD SUPPORTS WITH THE EQUIVALENT OF NO. 0 N cn FAILING TO MEET THE GEOTECHNICAL ENGINEER'S REQUIREMENTS SHALL BE RECOMPACTED DIAMETERS TYP. EXCEPT WHE E OTHERWISE NOTED ON THE DRAWINGS. FOR BEAMS 11 GAUGE, BARBED, GALVANIZEQ OR,BLUED NAILS 1%" INCHES LONG HAVING A HEAD NOT LESS THAN 11X17 = 1/2 NOTED SCALE OJ cC AND ELEVATED SLABS, LAP BOTTOM STEEL AT THE SUPPORT AND TOP STEEL OVER THE THAT CONTAINS MORE THAN 1/2"OF HEARTWOOD. % INCH IN DIAMETER. ' V O AND RETESTED AT THE CONTRACTOR'S EXPENSE,AND AS DIRECTED BY THE ENGINEER. ' ce Ln MIDSPAN,UNLESS OTHERWIS NOTED. Lu 3.WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARING CAPACITY,AND THAT THE MIRRORS SHEET DATE O O cC � - COMPACTION' PREFABRICATED WOOD TRUSSES REQUIREMENTS HAVE BEEN MET SHALL BE MADE BY THE GEOTKH. ENGINEER. _ MIRRORS SHALL BE ANCHORED TO ST�IDS WHEN IN EXCESS OF 9 S.F. a O z Lu �- O FORMWORK 1. TO BE DESIGNED AND FABRICATED IN ACCORDANCE WITH THE"NATIONAL DESIGN SPEC- H.V.A.C. NOTES _ V IFICATIONS FOR STRESS-GRADE LUMBER AND ITS FASTENINGS" BY THE NFPA.TRUSS DESIGNS THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: SHEET REVISION INFO TERMITE SPECIFICATIONS: 1. FORMWORK, SHORING,AND B ACING FOR ALL CONCRETE BEAMS,SLABS,COLUMNS,WALLS, MECHANICAL,RESIDENTIAL,AND ENERGY CONSERVATION U) O 0 AND FOOTINGS SHALL BE DESI NED AND CONSTRUCTED IN ACCORDANCE WITH ACI 347 SHALL BE SIGNED AND SEALED BY A PROFESSIONAL ENGINEER REGISTERED IN FLORIDA. MOUNT ALL THERMOSTATS AT +4'-0"ABOVE FLOOR. z � � Z SECTION R318 PROTECTION AGAINST TERMITES Q' on.'-' TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDES, INCLUDING SOIL APPLIED "RECOMMENDED PRACTICE FO CONCRETE FORMWORK". SEE NOTES FOR SHOP DRAWINGS, m m w PESTICIDES, BAITING SYSTEMS, AND PESTICIDES APPLIED TO WOOD,OR OTHER APPROVED METHODS ALL INTERIOR&EXTERIOR MOUNTED H.V.A. I EQUIPMENT SHALL BE SECURELY FASTENED IN PLACE -� OF TERMITE PROTECTION LABELED FOR USE A PREVENTIVE TREATMENT TO NEW CONSTRUCTION(SEE WHERE SHOWN ON THE DRAWINGS REQUIRED BY THE LOCAL BUILDING CODES.THE H.V.A.C. W Q SECTION 202, REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE 2. CONNECTOR PLATES SHALL BE A MINIMUM THICKNESS OF 0.036"AND BE MANUFACTURED CONTRACTOR SHALL PROVIDE SHOP RAWINGS OF ALL OF THE ABOVE FOR APPROVAL. Z x O w PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE SHALL BE ISSUED TO THE BUILDING REINFORCING STEEL FROM STEEL MEETING THE REQUIREMENTS OF ASTM A446,GRADE A,AND SHALL BE HOT- ELECTRICAL NOTES 3: U) J W DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY THAT CONTAINS THE FOLLOWING STATEMENT: DIPPED GALVANIZED. THE DWGS. ARE DIAGRAMMATIC&INDICATE THE GENERAL ARRANGEMENT OF THE ELECTRICAL WORK. O z V e� >_ THE BUILDING HAS RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN ANY DISCREPANCIES ON THE DOCUMENTS SHALL BE CALLED TO THE ARCHITECT'S ATTENTION PRIOR SET REVISION INFO Lu TERMITES. TREATMENT IS IN ACCORDANCE WITH RULES AND LAWS ESTABLISHED BY THE FLORIDA TO THE COMMENCEMENT OF WORK. DO NOT SCALE ELECTRICAL DRAWINGS. >' DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES." 1• REBAR SHALL BE ASTM A615 RADE 60 DEFORMED BARS, FREE FROM OIL,SCALE,AND 3, ; HANDLING,ERECTION AND BRACING OF TRUSSES SHALL BE IN ACCORDANCE WITH TRUSS RUST AND PLACED IN ACCORDANCE WITH THE TYPICAL BENDING DIAGRAM AND PLACING PLATE INSTITUTE RECOMMENDATIONS TPI's TPI/WTCA BCSI 1, ALL WORK SHALL BE DONE IN ACCORDANCE WITH THE LATEST EDITION OF THE NATIONAL V ce w z NOTE: ELECTRICAL. CODE &ALL CODES, REGULATIONS&RESTRICTIONS HAVING JURISDICTIONS. Z O O1) METHOD OF TREATMENT SHALL BE APPROVED BY THE GOVERNING JURISDICTION "LIQUID BORATE DETAILS OF THE ACI STANDARDS AND SPECIFICATIONS, CONTRACTOR SHALL SUBMIT REBAR p GROUND-FAULT CIRCUIT PROTECTION• ALL 120V SINGLE PHASE 15&20 AMP OUTLETS INSTALLED I w = OR BORA-CARE" PRODUCT METHODS MUST BE DETERMINED AT PERMIT STAGE AND PRODUCT SHOP DRAWINGS FOR REVIEW PRIOR TO FABRICATION. HORIZONTAL AND VERTICAL BARS 4• kHURRICANE STRAPS SHALL BE INSTALLED ACCORDING TO MANUFACTURER'S INSTRUCTIONS. OUTDOORS, IN BATHROOMS, &GARAGES SHALL HAVE GFI CIRCUIT BREAKERS OR RECEPTACLES. zV cn APPROVAL DATA MUST BE ON FILE WITH THE BUILDING DEPARTMENT. w z SHALL LAP 6 x BAR NO.,SEE P SPLICE SCHEDULE. UNSCHEDULED FIELD LAPS ARE SMOKE AND CARBON MONOXIDE DETECTORS SHALL BE HARD WIRED (110 VOLT TYPE)TO SHEET DESCRIPTION w 2) PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED 5. CONTRACTOR SHALL SUBMIT SIGNED AND SEALED DRAWINGS OF ALTERNATE CONNECTION NON-SWITCHABLE KITCHEN OR BATHROOM LIGHTING CIRCUIT AND SHALL NOT BE CONNECTED TO Lu a z PORTIONS OF WOOD ARE REQUIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. SUBJECT TO ENGINEER'S REV EW. ~ z w E MONOXIDE OPTIONAL BORATE APPLIED TO ALL FRAME MEMBERS WITHIN 24"A.F.F. DETAILS AT TRUSSES/GIRDERS TO COLUMNS AND WALLS FOR APPROVAL. DETECTORS SHALTHE LOAD SIDEOLF E PROVIIDE W/VISIBLE D FAULT CIRCUI POWER ON INDIC TORE AND A TESANDOT BUTTON WITH GENERAL BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS MUST BE INTERCONNECTED. e a z MASONRY 6. 1 THE LOCATIONS OF GIRDERS AND TRUSSES SHOWN ON THE ROOF FRAMING PLAN WERE ooa > ALL ELECTRICAL SWITCHES SHALL BE 48" A.F.F. UNLESS OTHERWISE NOTED AND A MIN. OF 6" NOTES w 6ED TO FACILITATE DESIGN OF FOUNDATIONS,WALLS,AND BEAMS.THE CONTRACTOR FROM EDGE OF OPENINGS. F- = = p SHALL SUBMIT TRUSS SHOP DRAWINGS FOR REVIEW BY THE STRUCTURAL ENGINEER OF z FIELD REPAIR NOTES 1. ALL BLOCK WALLS SHALL BE 0-CELL HOLLOW CONCRETE MASONRY REGULAR SIZE ALL WALL RECEPTACLES SHALL BE 12"A.F.F. UNLESS OTHERWISE NOTED. BLOCK MANUFACTURED IN CO FORMANCE WITH ASTM C-90 GRADE N fm = 1500 psi. RECORD PRIOR TO FABRICATION.THE TRUSS FABRICATOR SHALL PROVIDE ENGINEERED SHOP Lu w Q can 1. MISSED ] BOLTS FOR WOOD BEARING WALLS MAY BE SUBSTITUTED W/ 1/2 DIA. EPDXY ANCHORS p ALL HABITABLE AREAS MUST BE CIRCUITED WITH AN ARC-FAULT INTERRUPTER PER NEC 210.12 = z WITH 6 EMBEDMENT. SIMPSON SET EPDXY ADHESIVE BINDER FOLLOWING ALL MANUFACTURERS BLOCK SHALL BE PLACED USING RUNNING BOND UNLESS OTHERWISE NOTED, LAY-UP DRAWINGS OF EACH INDIVIDUAL TRUSS AND A FULLY DIMENSIONED ERECTION PLAN SHOWING w O Ul O RECOMMENDATIONS. SEE PLAN FOR EMBEDMENT DEPTH AT FLOOR STEPS. COMPONENT LAYOUT. SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA LICENSED CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY,THE LOCATION OF SERVICE AND PROJECT NAME ,_., MASONRY WALLS TO BOTTOM F TIE BEAMS BEFORE PLACING CONCRETE FOR IN-WALL COLUMNS. PROFESSIONAL ENGINEER. SHALL LOCATE METER AND PANEL AS REQUIRED. Im Ln ce w z w 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 WITH ASTM C-476,AND SHALL VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT MANUFACTURER SPECIFICATIONS. O �-+ 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 psi AT 28 DAYS. THE GROUT p 'S EMBEDMENT EPDXY ( SIMPSON "SET", EPDXY ), MIXED PER MANUFACTURER'S INSTRUCTIONS. ASSURE MIX SHALL HAVE A MAXIMUM /8"COARSE AGGREGATE,AND SHALL BE PLACED WITH 7. °THE HURRICANE STRAPS SPECIFIED ON THE WALL SECTIONS AND PLANS ARE PROVIDED ALL EXTERIOR OUTLETS ARE TO BE A MINIMUM OF 30"A.F.F. W = THAT ALL DUST AND DEBRIS FROM DRILLING ARE REMOVED FROM THE HOLE BY BRUSHING AND AND TO FACILITATE THE CONSTRUCTION SCHEDULE,AND MAY CHANGE PREDICATED ON THE 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"TO 10". PLACE GROUT IN ACCORDANCE W/ACI 530 05. BEDROOM RECREATION ROOM BATHROOM GARAGE BASEMENT LAUNDRY AND OUTDOOR AREA ALL � O TRUSS AND GIRDER REACTIONS PROVIDED BY THE TRUSS ENGINEER, Q CA L MANUFACTURER'S SPECIFICATIONS,THEN FILL THE CELL IN THE NORMAL WAY DURING BOND BEAM POUR. TYPE S MORTAR SHALL BE US D EXCLUSIVELY ON THIS PROJECT. MORTAR SHALL BE 125-VOLT,15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. Z p w 3. FOR MORTAR JOINTS LESS THAN 1/4", PROVIDE (1) #5 VERT. IN CONC. FILLED CELL EACH SIDE OF PROPORTIONED AND MIXED A OUTLINED UNDER ASTM C 270, HORIZONTAL AND VERT, THERE ARE NO EXCEPTIONS. ...q = O 8. THE TRUSS TO STRUCTURE CONNECTIONS AND LOADS SPECIFIED ON THIS PLAN SHALL SUPERCEDE w �, THE JOINT (BAR DOES NOT HAVE TO BE CONT.TO FOOTING). MORTAR JOINTS SHALL BE 3/ 'THICK UNLESS OTHERWISE NOTED. REMOVE MORTAR LOT/BLOCK cn z PLUMBING NOTES Z O Z 4. MISSED LINTEL STRAPS FOR MASONRY CONSTRUCTION MAY BE SUBSTITUTED WITH (1)SIMPSON PROTRUSIONS THAT EXTEND INTO CELLS TO BE FILLED, THOSE OF THE DELEGATED TRUSS ENGINEER. WIND UPLIFT VALUES HAVE BEEN BASED ON Z O z MTSM16 TWIST STRAP W/ (4) '/a" X 2�/a"TITENS TO MASONRY AND (7)-10d NAILS TO TRUSS FOR UPLIFTS ASCE 7-10 COMPONENT AND CLADDING WIND LOAD PRESSURES. THE DELEGATED TRUSS ENGINEER THESE PLANS ARE DESIGNED IN ACCORDANCE WITH THE FLORIDA BUILDING CODE: PLUMBING AND TBI NUMBER E 1%a Z O LESS THAN 860 LBS (USE (2 MTSM16 FOR UPLIFTS LESS THAN 1720#). NO MORE THAN 10 STRAPS MAY SHALL BE RESPONSIBLE FOR ALL TRUSS TO TRUSS CONNECTIONS. RESIDENTIAL p �j 2. WHEN REQUIRED,HORIZONTAL MORTAR JOINTS SHALL BE REINFORCED WITH STANDARD 9 GAGE LADUR-TYPE o Q ^ � Q BE SUBSTITUTED OR NO MORE THAN 3 IN A ROW. IF GIRDER TRUSS C ALL HOSE BIBS SHALL BE FURNISHED WJ BACK FLOW PREVENTERS AND BE MOUNTED 26"ABOVE MODEL CONTACT ARCHITECT OF RECORD FOR SUBSTITUTION. DUR-O-WAL(ASTM CLASS B-2 HOT-DIPPED GALVANIZED)AT ALTERNATE COURSES(16" GRADE. 0 z Q ON CENTER),UNLESS OTHERWISE NOTED. JOINT REINFORCEMENT SHALL BE CONTINUOUS SHOP DRAWING REVIEW DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, PIPING, ALL o- f > AND SHALL LAP A MINIMUM 8". EQUIPMENT, ETC. �' w W � Z 1.�HOP DRAWINGS WILL BE REVIEWED FOR GENERAL COMPLIANCE WITH THE DESIGN INTENT SHOWER HEAD w Lu z d NAILING SCHEDULE: 3. LAP VERTICAL REBAR 6 x BAR NO.,U.O.N. OF THE CONTRACT DOCUMENTS ONLY. IT SHALL BE THE RESPONSIBILITY OF THE CONTRAC HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL BE T-4" ELEVATION NAME 0 ui u- Qz w p CONNECTION COMMON NAIL NUMBER OR SPACING 4. MASONRY CONSTRUCTION AN MATERIALS SHALL CONFORM WITH ALL REQUIREMENTS OF tOR TO VERIFY COMPLIANCE WITH THE CONTRACT DOCUMENTS AS TO QUANTITY,LENGTH, HEIGHT OF SHOWER HEAD AT SECONDARY BATH SHALL BE 6'-10" pC � O � ELEVATIONS, DIMENSIONS, ETC, GENERAL NOTES ALL U) ce w THE 'SPECIFICATIONS FORM SONRY STRUCTURES(ACI 530.1-05/ASCE 6-05/TMS 602-05), Q w ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH ALL CODES, RULES, REGULATIONS AND AS PUBLISHED BY THE MASON RY STANDARDS JOINT COMMITTEE. 2.ALL SHOP DRAWINGS SHALL BE REVIEWED BY THE CONTRACTOR PRIOR TO SUBMITTAL TO RESTRICTIONS HAVING JURISDICTION ON THIS PROJECT. vj N z o SOLE PLATE TO TRUSS OR BLOCKING 16d 16" O.C. THE ARCHITECT/ENGINEER, DRAWINGS SUBMITTED WITHOUT REVIEW WILL BE RETURNED UNCHECKED. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.THE ARCHITECT SHALL BE cn Z = E z STUD TO SOLE PLATE, TOE NAIL Sd 4 3.SHOP DRAWINGS IN THE FORM OF REPRODUCIBLE SEPIAS OF STRUCTURAL DRAWINGS(CON- NOTIFIED OF ANY DEVIATION FROM THE PLANS PRIOR TO CONSTRUCTION. < cin COwDOUBLE STUDS, FACE NAIL lod 24" O C ROOFING TRACT DOCUMENTS)ARE PROHIBITED WITHOUT THE EXPRESS WRITTEN PERMISSION FROM DRAWINGS SHALL NOT BE SCALED.uj- SHEET NUMBER >Z z "' DOUBLE TOP PLATES, FACE NAIL lOd 16" D.C. ALL ROOFS SHALL BE CONC. OOF TILE UNLESS MODIFIED BY PRODUCT APPROVAL SUBMITTAL. O = `THE ENGINEER. INSTALL SOFFITS PER FBCR R703.1.3 AND R616. (n ~ TOP PLATES LAPS AND INTERSECTIONS lod 3 4.IN ALL INSTANCES,THE CONTRACT DOCUMENTS WILL GOVERN OVER THE SHOP DRAWINGS Q O SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS(AS REQUIRED). 2 o w m v TRUSSES, LAPS OVER WALLS, FACE NAIL 16d 4 CHECKED,UNLESS OTHERWISE SPECIFIED IN WRITING BY THE ENGINEER. GN1 z 0 BUILT-UP CORNER STUDS 16d 24" D.C. ERIAL NUMBER 1014. � OOLL- a O STUDS TO SOLE PLATE, END NAIL 16d 0 � V N ~ I TD THE BW OF MYTHE DIPICIED TM DRAWING CDM Kill MUCH KMWN&OL�MNG; W C ODDE IN 6FECf A5 OF MATE OF aMMCkMN BEIDW. H A7.62 A7 62 September 22,2016 ce 93'-0° OF F� O 9'-°" 5'-811 I -�' 0 0 641.811 r � v AVE 011 81_211 131_811 T - C7 21'-11" 3•_°° 21-611 1'-10" 6'-4" 3'-11" ---- 3'-311 10,1 -- --- 8-911 10" -� R967 ----- ---- LL I -- ----I- III � O I I I I I fs Q 10 o 48"X48" ,4" CONC. 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FLOOR TO BE 18" - - - - - - �,1 - - - _ _ 1 8" PER FOOT A u 0 a 1 11 MIN. ABOVE CROWN OF ROAD DRAWN BY A7.62 r 1 �c S. FOX ch L'-' w �� `mss,.. - F=- d 1--1 a I ----------- ---- ---------- O ----------- 14'-0" CHECKED BY c c I -- _ � Z w � oo � �, � I I I I I �--- ------ I m Q N N w o I -- _ H. CRUZ o �- Q SLOPE PAVERS @ 6" PLUMBING WALL ` \�� --------------I L- ❑ ' w W 1/8" PER FOOT `' I I i c -- -- o ! SCALE 0 0 -6" - r ,- - - - -r - - - ---- U O A c cc to b A7.62 - - - - - - - - ___Lr= - --- ----_- -,I 411 PL '' - - - L - - - _ UMBING WAIL 20 Lu o PAVERS ON - ------ _ --_ - - - - - Ir7�r �1 - - ----- «._ N 0 °C �- STEMWALL ! n II II ___- �_ JI TYP. U.N.O. PROVIDE I �- 4 SHEET DATE Coe. 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OF 5) m ce 18-11 SHEET DESCRIPTION Q g'-°i� 6'-2° o" SLAB LAYOUT v " tea 77'-0" 1 11 Lu Ln 931.011 7.0 s 0 uz C j A7.62 B w o A7.62 PROJECT NAME N W 0 j DUVAL COUNTY zoW � uj ce ATLANTIC BEACH CC - z 0 z 3Z � Z ERITAGE z o Q LOT/BLOCK 0072 ¢ ^ cn •-• En a uj > TBI NUMBER 0072 two } LAB LAYOUT MODEL z rL W o SCALE: 1/4" = 1'-0° DAVENPORT % o SHINGLE ce I— ELEVATION NAME (5FEZ0 STEM WALL FOUNDATION SHINGLE � Z w� cm o F NOTE: FIELD VERIFY z a � 0 ALL GAS LINE Q �W CO W LOCATIONS PRIOR TO POURING SLAB = SHEET NUMBER J aaoo F-- ADDITIONAL NOTES AND SCHEDULES = A1 .62 CAN BE FOUND ON SHEET A1.N ERIAL NUMBER 1014.0 TO THE BW OF MY Iv an,THE DESICIPI DREM ON TLDS DRAWING COMM WIN THE APPLICABLE MINIMUM BUILDING ODDE IN ERECT AS OF DATE OF CL3mmATION BEDW. SLAB LAYOUT NOTES ■ September 22,2016 cc 1. SEE GENERAL NOTES FOR CAST IN PLACE CONCRETE AND REINFORCING REQUIREMENTS. OF F4uj � ° = p 2. CONSULT W/ MAN. SPECIFICATIONS PRIOR TO POURING OR RECESSING DOOR SILLS ' 0 0 3. EXTERIOR SLABS SHALL SLOPE 1/8" PER FOOT AWAY FROM HOUSE R967 4. 4. ALL FOOTINGS SHALL BE MINIMUM OF 12" BELOW GRADE. ,�S,T r INDICATES DOOR OPENING ZLu O MANUEL GONZALEZ,AIA Z AR 96730 Z Okn u) O "cc" w Lu � t LL L9 LT ce Z O� Lu J h Lu o �d LLI ¢ w M Lu W F- om H oo = O A ¢ a � z U w 47 8 0 LU 00 M O CS oW.W.M.w o PLACED IN UPPER 8 0 0 1/3 OF SLAB OR FIBERMESH ¢ �- o REINF. PER PLAN o z � x = ov 1/8" (MIN.) SAWCUT x 1/4 OF a p p ' o SLAB THICKNESS SEE w q a U n a FOUNDATION PLAN FOR LOCATION z Lu Z "' O ¢ A a ---- a-.----� W 3 Q ,� `- d Lu 0-0 3= < 2: ON oo0 a Fw- Z „� Ci = O w w SAWCUT JOINTS PER PLAN. JOINTS SHALL BE CUT 4 0 o Lu 12 HOURS AFTER CONCRETE HAS BEEN FINISHED, U LY ~ AS CONCRETE ALLOWS WITHOUT RAVELING � U Z QLe0 Q � DRAWN BY z � o S. FOX a CHECKED BY ce ch = W 1 T D TA H. cRuz L3 ce Z w A1, SCALE:1/4""=1'-0'" SCALE J O Q N O o ce SHEET DATE J c�wc b r 05-02-16 oceSHEET REVISION INFO a O z U. m o ---- z no0 ¢ _ (n ca Lu ED W n SET REVISION INFO Ocn -ALL' _ UJ gcn ce m FRONT WALL OF GARAGE C9ccwZ z oLn o PROVIDE 1 1/2" D x 4" W LU = RECESS AT GARAGE DOOR oSHEET DESCRIPTION M Lu En Lu Z zLu 0 SLABIRECESS2" D x 8" W 1 RECESS SLAB E FOUNDATION W a 41/ " SCHEDULES AND Lu > v BRICK PAVERS GAR. w ZZ = z NOTES FIN. FLR. Ln Lu GARAGE Lu Ln 4.* °—a-----,o- -- DOOR LU (no � - SLAB PROJECT NAME ui cccnLn ~ I _ RECESS DUVAL COUNTY Qu�J U-3 .d a i� WALL PER - 5LL ~ ATLANTIC BEACH CC - Fw- V o w a! �. - PLAN w Ln UJ cn HERITAGE Z z z LOT/BLOCK 0072 S z o Z TBI NUMBER 0072 0 z bo a MODEL cn ~ O nacc DAVENPORT u Lu WZ z , w o 2 ETI AT AR w ELEVATION NAME ia� � Ce W �.NSCALE:1/4 =r-0W u) SHINGLE a "' �' " ED VjF= CUI Z = � Z � !Q _ LuSHEET NUMBER LU �-LUCaw z A1 . N � w m J rr nn --jOw E� 4 V R O SERIAL NUMBER 1014.0 TO THE BEST OF NY NN M2DG1:,7HE DEEM DEFICIEII ON TM DRAWING O"LMS WIH TME AMICABLE NB@DIN BONDING CODE IN E"EGT AS OF DATE OF 03OIFICATD7N BEIDW. V September 22,2016 N z 4' HIGH WALL AT SERVICE B A7� COURT. SEE DETAIL 9 ON A7.62 ,<<G OF F�p,Q 1.O SHEET A5.2.62 93'-0" ��Q' eR9673' 91.011 51-$" , 641.811 1 11 ': f 13 -8 �o0 011 81.2" 8'-4" 9'-10' 181_[11 ]3,_11„ 10" . ,�O J 31.311 8,_9„ 10H o �, le TEMPERED G SS ENCLOSURE] 4". ON 48" HIGH ALLALONGF f GR wLL ' CABINETRY ONLY ' DROP-IN TUB WITH D A Z p WOOD FRAMED DECK MANUEL GONZALEZ,AIA o TEMPERED G SS ENCLOSURE AR 96730 zt p BOTT. TO F.F.E. TANKLESS GAS WATER HEATER O HB w E- W 0 ZD oc cc m _ ,KNEE I "' 0 611 I o SPACE I WATER SOFTENER LOOP - - - - - - - - N E h W21'- II I 1 111 = 1_711 51_511 611 1 231_111 M W L'L, Q = o I 6 0 l .J .J I = 611 � *'� � > H0 o - - - - - - o Lu O o - - - G 91-11% 11'-2%H - - - - _ I oo w I W 2 3 1' 11° 12' 0° __ _ 2' 1011 TWO CAR GARAGE z = 11 `0 9'-0" CLG. w I O A d a z o 6 2 MA TER BATH- o f ( U w o °L.T. I m 0 3 0 - -0 CLG. SHELF 1 v� 00 W z `� MASTER BEDROOM o I _ ABV. I r -__ ! _-122"x54" ATTIC o I g o W 0'-�" CLG. I R8tS p 42'VAN. VTR 1 ACCESS W/ PULL- oo I - d QN i O - - L - - - = JDOWN STAIRS wI O o `fl z 4 ® � � _ _ � Flo, $ a' x ` L = 0 E — ,` I N I 1 11 SPA I GAS D. I A.H I ,--1 raa o O LU z -N 1�, 1 31_511 21_611 31_711 h -10 — �IJIILSPACE J o I A 5 A W o Q 0 STORAGE I 1 I N ATTIC z l w z 9 o c _ WIC LAUNDRY _ 10 X10 AIR I A d a w z o 1 ' En i Ln 10'-0" CLG. 19 a= I a I u, 10'-0" CLG. 01 G OAK JUMPER I ,� LI EN - - i 1.4 A , a4 z w - - - - - - - - - - O I of rR&SH STAI a O Q o ::: ::. I 1 _ = 11 x o — — — — — — — — I 11 1 11 1 11 0 0 '� 611 9 -8 7 -6 - - 4'-011 I 6'-2' 1 I 141 -3 ` _ 20'-911 I 11.411 BOXOUT ` a w I ( _ - I BEAM TOCi ~ z _ _ UP - - - - - - - - COL. WIDTH w N = oa 1 1 O O 1 I 1 A 3 L M I R&SH I A3.N T. E� - — — — — — — — _ o TYP. 1 GREAT ROOM 11 = _ - _ :.:.:.:. .. . :.: :.:.. - - - - _ o o ao m I I 101_011 C G. 9 2'-10" o ,:::. ::: ::..: .. . . . . :::.::::.::::.:. ..... ::: - - - - - - - - - - ..... o I CONTINUOUS HAN RAI OPEN RAIL ce O Z 1 I I II I 11 I 1 II 1 11 I 11 1� a l I I 6 l� 1 oa. I I 19 -0 7 -10 61-211 5 -3 = 8 -0 8' 0 5'-11" 8" $'-0" IIM17 1.411 PAVERS ON ' _ _STEM WALL I _ _ _ A DRAWN BY Q � i i o I VESTIBULE ,� 1 - VERED ENTRY? I I A7.62 V i m I I = ^ I FLAT SOFFIT @ 9 0 —�- I1 �- �� I FOYER 10'-0" CLG. Lu S. FOX z z o I I N _ LINE OF SECOND--I A.F.F. TYP. U.N.O. 10 0 CLG. 1 -0 CLG. I I o � FLOOR ABOVE 1 1 14'-0" I I CHECKED BY cn a I I iv NIt% . 811 LLa oc ;� I I = R&S '� _ - 0 H. CRUZ 1 611 - - - - - - - = I PAVERS 50 13'-7" 8'-8" 8'-1"1 N o °C °O ON STEM E" W O � z _' _' I - _� = 11 :�: SCALE m ¢O ? N N I WALL 2X WALL @ I `r - - I - '� 0 6 ---- 1 11 1 II 1 11 I I O ,--1 z 1 34 /2 ROUGH I ,^� 00 4 0 I 7 4 3 8 -1 3'- ' , 14'-0" - _ MT. oma', 10 1'-5" -1" - I I o 0 0 � A I 1 - I BEDROOM CLG. 11 "' I I "' `� SHEET DATE d O A7.62 �,, I 10'-0" CLG. LII E � I 1 E 05-02-16 b 1 I BREAKFAST �5'VAN. ' i D/W i ' I 121_011 ( = 11'-411 21 811 4 - 1_ 11 I 111.6N CD o z I I AREA - __- KITCHEN I T' : ;_ o SHEET REVISION INFO " SINK W/ ISP 10'-0" CLG, T, _ 2'-6" 6" 1 , = m o i i LANAI = 10 -o CLG. _ 1 I BEDROOM 2 1 I `•'. 1 n O 30"VAN. o o I I 10'-0" CLG. M 91-011 3 -1 17'-6111 LINE OF -� BATH LG. = I r, 10'-0" CLG. a� � I I DINING SECOND 11 ,_ „ 15"VAN. Ln _ Lu W I I 2 KTP I ROOM FLOOR I 3'-0 5 aaf s i 7O e ABOVE o 11 = O = PT. DBL'I ------- i 01_011 CLG. I q I� Lu ¢ I I --- ----- ---------- ' REF. in 1 1 1 1 - - OVEN N o I 0 I z 2 M w I fV A M N W _ SET REVISION INFO w O J :`: .i::`::;� ..;..: .:::`•:::;:•;:::•:isii:::::'•:::;::: ;i:i::`.:i::�::r::i: :.: :�:::%�.:::i.:i.::%:::::�:;:::::::i:'.:i:::i::i::::::%i ii:%i::::::::i:i:::::•:::: ::::%::::•:::::::i::::i::: ::i::::::•:::::: ::::`::::::::: - •::: :.: .:•. .:.:.::.:.:.:.:.:..::.:.:.:.:.:.:.....:.:.:.... .,;-:;.:.:.:.:.:.:.:.:.:.:..; C) Z Q ......... ... .............:.:.:.:. . . . . . . . . . . . . . . . . . . . . . ... ... ... . .....:.:.....:......:.. UJ g N HB O 1° O 36" HIGH ILING W/ L7 oC w BOX OUT BEAM TO A PICKETS SPACED TO CAI p O COL. WIDTH TYP. PANTRY REJECT A 4" DIA. 1 z SPHERE,TYP. SHEET DESCRIPTION W Z LU M M�-I LLu Lu 0 1 1 11 1 11 1 11 1 II FIRST FLOOR zQ Lv 0 8 -2 5 -0 31 -10 151-0117 -0 6'-2" 0' caaCQ_ 0 PLAN o a W o 91.011 771.011,'01 01 7'-0 1 11 Lu � Q U w CZ7 Z 931_011 En W o u=, o g PROJECT NAME ' DUVAL COUNTY 0 � z � A7.62 A7.61 o ATLANTIC BEACH CC - = oW i HERITAGE Z O W � �, z LOT/BLOCK 0072 z zo z '' TBI NUMBER 0072 Ln b o 0 MODEL 6- L a FIRST FLOG PLAN DAVENPORT Lu Lu z ¢ SCALE: 1/4" = 1'-0" SHINGLE I— ELEVATION NAME UJ o SHINGLE con- W aW � D z Z � � m = SHEET NUMBER oz = N ADDITIONAL NOTES, SCHEDULES, & DETAILS = A2.62 0 w CO V 3o o a CAN BE FOUND ON THE AM SHEET. �..� ERIAL NUMBER 1014.0 TO THE BEST OF NY KNOWLEDGE,THE DESIGN D91CIM ON TMS DRAWING COMMES WI1H THE APPLICABLE MB01UN BUILDING CODE IN ERFEU AS OF DATE OF CE MWATMN BEIAW. September 22,2016 ,-B B � OF Fel o Zoz 0= F- 'N Z '< C7 ce f � J V °C R967 0 aA � � . ` _ RED P� 201-311 71_51" 9 M '-112" MANUEL GONZALEZ,AIA AR 96730 '--' O i Z Q I I I UJ --------------------------------------------------- wF- ---- :::•::•:...................................... �., cn wck. O 1 o W J BATH 3 o I 91-011 CLG. Lu ce o i 14-3� VAULTED CLG. 5'-4 w w EDROBQ i O q 0 0 Lu ; 9'-0" CLG. 21_2M ;. - - - - - - - - - - - - - - - � (u U rN N W h O oo Z Q O i 81_611 ,M-1 [P_(1M 31 211 ,--LN ; • 8 > aC I v .7 77 :. o o 12 2•��. ::: I h-r OG J _ z > cn p i Lu z o O W a o 22" X 3011 I N Lu ATTIC I w A a W"' Z ACCESS 13 11 Z _. U o a :: 22 X 36 •�• �1 w acn ATTIC :: - - - - - - - - - - - - - - - � `:� d a ;;= o O 1 ^ C 04 a I � z w r-----------------------�' ROOF BE OW �� •:: — — — -.: O U o © I 1 51-311 C) AIN V � O i � - --- - -------- I A3.N o - U- o r . ----- -------------- - --J P I oC _ o a 42" HIGH KNEE CONT. Lu 0 z ; DN< ce . WALL W/CAP I - HANDRAIL ' OAK _ _ a I DRAWN BY 1�,� 1 11 - - —� - - - - - - - - - - - - - --� A7.62 S. FOX a 3 -411 %11 STAIRS 15 -7/4 1 z m CHECKED BY ROOF BELOW H. CRUZ ac i I SCALE LU Y �- ---- z w cn N I :� LOFT 1 O �- ¢ 9 -011CLO. N VAULTED CLG. SHEET DATE I _ cn _ 05-02-16 o - I - - - 19'-711 V w A762 i VAUL ED :> SHEET REVISION INFO a- I VAULT CEILING 2 a z ; CEILI G w ; FROM 8'-3" LINE = mv�i TO 911011. I � v o0 � wz � m 0° w oho I � I i �uj SET REVISION INFO O In -j w L-------------------------------------- --------------------------------- ------------------------------------------ -------------------------------------- C) ------------------ -------------------------- 1i g ---__--_- of of o� ¢ d � m 0 LU z0 > y 51_ 111 I cn O o 62 4'-7" 1_711 wLu z SHEET DESCRIPTION (nwWo 20 3 SECOND FLOOR � Lu PLAN 00 oc �- z w ¢ > OV Z Z = Z Lu a ��„ PROJECT NAME Lu Lu o B DUVAL COUNTY Ln � A7.62 A7.62 ATLANTIC BEACH CC - oo � W o W HERITAGE Lu ,,, LOT/BLOCK 0072 zwF=-- ce z z z U- TBI NUMBER 0072 4o �I cn O 0 Ln MODEL o DAVENPORT Z Lu 0 SECOND FLOOR PLAN I � � w ¢ ELEVATION NAME F- a L1 _ 1 11 SHINGLE !W g w o z SCALE: 1/4 1'-011 1 Lu � W o SHINGLE w � NeW aLu Z z = ,VZ..., Z 'Q SHEET NUMBER w _ En Lu Lu �; o FECAN IONAL NOTES, SCHEDULES, & DETAILS = A3.62 o E FOUND ON THE AM SHEET. � o o � SERIAL NUMBER 1014.0 ¢ VF- O � V N eC W DOOR TAG DOOR SCHEDULE ro��aNY ,� �710 DRAWING CONFIlEs wmi 7r�MFUUeIE NINDAUN&AIDING (��c� DOOR CALL-OUT CODE IN9lKTASQFDATE 0FC8RIHgRONpFypy � m } J TYPE September 22,2016 SIZE REMARKS w. 0 0 1 THERMA-TRU INSULA OF F _ TED 3'-0" X 8'-0" ` =� O,Q ENTRY DOOR s NVE N 0 0 2 HOLLOW CORE DOOR 2'-6" X 8'-0" z o 3 DOOR 2'-8" X 8'-0" „�rn R967 N SELF-CLOSING, SOLID WOOD NOT LESS THAN k' 4�r „ �� t o = 1-3/8" / OR 20 - MINUTE FIRE - RATED `r� uJ 4 HOLLOW CORE DOOR 2 -0 X 8 -0 ' ,_. 12'_0" X $�-0" MANUEL GONZALEZ,AIA o w � SLIDING GLASS DOOR 3 PANEL/ TEMPERED AR 96730 J 6 GLASS SHOWER DOOR 2'-0" X 6'-4" J ui o TEMPERED 7 HOLLOW CORE BI-PASS DOOR 6'-0" X 8'-0" > m 8 O.H. METAL GARAGE �I DOOR 16 -0 X 8'-0" NON-INSULATED DESIGNER RAISED PANEL 0 0 = 9 HOLLOW CORE DOOR 21-611 6X6 8As) � Q :t O 10 NOT USED 00 M 11 HOLLOW CORE DOOR w o w o 12 21_81f X 81.011 a ►� Lu0E HOLLOW CORE DOOR 2'-0" X 6'-8" �' a 0 13 HOLLOW CORE BI-PASS DOOR Q = oz 51_OI� X 61_pi� U A d 8 O 3 w M con 00 WINDOW TAG SHINGLE oa INDOWCALL-OUTINDOW SCHEDULE LWo z TYPE R.O. SIZE RE x z uJ MARKS Z - f A SINGLE HUNG 2030 24 1/2" X 36 _ a o O � o 1/2 VINYL LOW E '-a A ,� z ¢ B SINGLE HUNG 3060 36 1/2" X 72 1/2" EGRESS - w z o W C NOT USED / VI NYL LOW E u D FIXED GLASS 4052 48 1 " O a x d x /2 X 62 1/2 VINYL-LOW E / TEMPERED p A U ce m E NOT USED ceoz F Q a O o �¢ a SINGLE HUNG 3052 36" 1/2" X 62 1/2" EGRESS z w G SINGLE HUNG 3060 / VINYL LOW-E w ci ce W H FIXED (2) 36 1/2" X 72 1/2" EGRESS / VINYL-LOW E z , m GLASS 2816 32 1/2" X 18 1/2" VINYL-LOW E uio z I SINGLE HUNG 2040 = w �' J FIXED GLASS 24 1/2" X 48 1/2 BLACKED-OUT/ VINYL-LOW E 24 ROUND BLACKED-OUT/ VINYL-LOW E DRAWN BY ~ a ~ K SINGLE HUNG 3052 2 36 1 2" m a � O / X 62 1/2 EGRESS / VINYL LOW-E S. J a --jFOX CHECKED BY o a 0 w � o -----------� � I N S U H. CRUZ oh CATION SCHEDULE J o a o b SCALE aoz LOCATION TYPE R-VALUE U N O = � m � , CEILING @LIVING AREA FIBERGLASS 38 Z..win o EXTERIOR WD. FRAME WALLS FIBERGLASS 19 SHEET DATE < = z z WALLS @ LIVING AREA FIBERGLASS 11 05-02-16 0 m u--:':, ATTIC SPRAY FOAM SHEET REVISION INFO LuLU Q p D Oto W w ---- Lu n. m C9 � wz Zo > � o w z SET REVISION INFO _ 0 w o I- zW � ma p Q Lu p UJ U wcZ� J z SHEET DESCRIPTION Cui CC uJ n ~ J Q FLOOR PLAN N = z ui N o OTES, STAIR RAILING SCHEDULES, & DETAILS 0 uJ AND GUARDRAILING N OTE 15 TREADS @10"W/1"NOSING UJ = o = o ui �- STAIR RAILING AND STAIR GUARD RAILING PROJECT NAME STAIRS NOTE: zo = � SHALL BE CONSTRUCTED TO WITHSTAND A RAILING @ 36" GOND FLOOR 18 RISERS @ 7 9/16" z z z U- CONCENTRATED LOAD OF 200 POUNDS APPLIED 11'-4 3/4" 17 TREADS @ 10" DUVAL COUNTY 3 z N o AT ANY POINT ALONG THE RAIL IN ANY * ACTUAL ATLANTIC BEA - b oz DIRECTION. IT MUST ALSO WITHSTAND A STAIR RISER TO CH CC ui r-�^`NosINGTYP. 2x12 WD. BE VERIFIED BY HERITAGE FORM LOAD, NOT CONCURRENTLY WITH THE CARRIAGE CONTRACTOR IN F a Lu CONCENTRATED LOAD, OF 50 POUNDS PER (3 REQ'DJ FIELD � wo � LINEAR FOOT APPLIED ALONG THE RAIL IN ANY LOT/BLOCK 0072 DIRECTION. INTERMEDIATE RAILS AND POSTS 2x WD. TBI NUMBER 0072 `��` w u TREADS TYP. ui o ((IN FILL) SHALL WITHSTAND A HORIZONTAL WD. NAILERco MODEL En ce w LOAD OF 200 POUNDS APPLIED AGAINST ANY 3ONE SQUARE FOOT AREA, NOT CONCURRENTLY 2x4 WITH OTHER DAVENPORT _ z LOADS. STUD 0 Ln ui uca WALLS F—' ELEVATION NAME FIRST FLOOR L.LJ .o = � cn SHINGLE � '-0" FIN. FLR. THRUST BLOCK Q uuicow z ; z 0 0 o A -�"'TAIQ SHEET NUMBER R SECTION z A3.N SCALE 1/4" - 1'_0•' �-- = A3. N c� Q[ ERIAL NUMBER loia_n M TME MUMMY IOIOM�,TME DESOI DEPICTED ON 7FD5 ELEVATION NOTES M�N �'��MMLAN�� CODE IN ERR AS OF DATE OF CEIMFiGTION BELOW. September 22,2016 c PROVIDE HIGH DENSITY FOAM WITH TOUGH COAT FROM cv OF FtOo �n 1 FOAM FACTORY INC. OR EQUAL AT ALL EXTERIOR �Q��G ,Q N ROOFING PER Va w TOP OF ROOF/ RIDGE DECORATIVE ELEMENTS. TYPICAL UNLESS NOTED 1 Gj i - - - — - CONTRACT (TYP) OTHERWISE _ N� m 1.01 FOAM APPLICATIONS FINISHES SHALL BE ACCORDING 5 2' TO EACH ELEVATION ?° AR967 " 00 ') "CORAL-LIGHT" ORE UAL PRE-FINISHED ' �! u V �- Q LSV r'r FOAM APPLICATIONS SHALL BE INSTALLED AS PER 3' > S�. �tizr MANUFACTURER SPECS. U.N.O. ; FREp pF�G PRE-CAST STONE APPLICATIONS, SHALL BE 'STONE M o 4. CAST' FROM FOAM FACTORY INC. OR EQUAL, AND MANUE AR 96730EZ,AIA INSTALLED AS PER MANUFACTURER SPECS. z TRIM WORK FINISHES SHALL WRAP ALL OPENINGS Z � 6 PLATE HEIGHT @ FLASE DORMER UJ - - - - 5. EXTENDING AT LEAST INTO THE UNDERSIDE OF THE o g = 5 5.2.6 OPENING LLI =0a 5.2.6 METAL WORK IN INTERIOR AND EXTERIOR RAILINGS � z m I 1x6 TRIM i 6. AND APPLICATIONS TO BE FAUX WROUGHT IRON � o o LLJ ALUMINUM M in Lu FLASHING THE BUILDER SHOULD NOT INTERPRET THE DRAWINGS, w o w ¢ 3 7. ANY MISDESCRIPTION SHALL BE CLARIFIED BY THE a a 1 5.2.6 iL LU mo �_ 1 11 '- 1 11 ARCHITECT/DESIGNER H w N THE BUILDER SHALL BE RESPONSIBLE TO SET A MEETING I -+' F" 0 = w TYP 2 8/ 2 7/ p A d 0 0 = _ _ _ _ _ _ _8 _ - -- - I-On _ _ PLATE HEIGH WITH THE SUB-CONTRACTOR/ MANUFACTURER AND %) U w o ¢ z , _ _ _ _ _ _ _ _ _ _ PLATE HEIGHT ARA ;�,� 8. THE ARCHITECT/DESIGNER IN WHICH ALL E w 3 0 ^ ARCHITECTURAL APPLICATIONS WILL BE COORDINATED �' g w z I 8 AND APPROVED PRIOR TO INSTALLATION ^' 0 0 5.2.6 9. ELECTRICAL CONTRACTOR TO COORDINATE MOUNTING ►-. o � I I. _ I cn 0 I I TYP. x Z W = o 1x6 TRIM o a 0 O ILL o I o ADDITIONAL ELEVATION NOTES: w A z A w z I I I_I ZLu- I°D — — — — — F1 - PRE-ENGINEERED TRUSSES TO BE MANUFACTURED WITH 7" HEELce a A l � — a I I I � I - 2 ALL HIPS TO BE MANUFACTURED WITH A 1 1/2" OFFEST AT CORNERS Q a4 u- zz I Soil � ¢ FIN. FLR. 3 ALL GABLE END TRUSSES TO BE MANUFACTURED WITH AN a O ( ADDITIONAL 1/2" DROP o a N U a GRADE ._. — — s 0 0 1 10 7 9 m o z 5.2.6 TYP. 5.2.6 TYP. 5.2.6 TYP 5.2.6 0 0 DRAWN BY a � � S. FOX z U m FRONT ELEVATION zo z SCALE: 1/4" = 1'-0" SHINGLE CHECKED BY U) US ¢ H. CRUZ a SCALE O >- w ---- m a > 4 o a a 5.2.6 U- L `�' SHEET DATE o "' 1"x3" BOARD AND o 0 1x6 TRIM BATTEN @ 24" O.C. 05-02-16 Lu 0 0 SHEET REVISION INFO a o z 1x6 FRIEZE = cc - - - - - - - - - - - - - - - - - - - - Ln z n o - ROOF PER CONTRACT TYP. Lu z I I o � PLATE HEIGHT FALSE DORMER - _ _ _ _ _ _ Lu ¢ o o L ` SET REVISION INFO Zc=n0cwn - 00N _jw 1- y ,,, IY4 FLASHING �' I 00 I I ce - W Lu z I I 0 7 LU z I I SHEET DESCRIPTION z v .2. _ _ _ _ _ _ 2ND FIN. FLR. j Wz L — — - - — - - — - - - - - - - - - - - -� - f w V) Z Lu o PLATE HEIGHT _ _ _ FRONT & SIDE _ _ LATE HEIGHT m � Lu a z .�� LATE HEIGHT _ _ _ _ _ _ _ _ � � i �� ELEVATIONS w ¢ o GARAGE ISL iL n a ! I �� - � ( M� Lu w z � � o PROJECT NAME w 0 0 LL - , - o ' �-�J �-� DUVAL COUNTY � CA � � o of o _ I i l LSI I _ �i1-I�I� �1 -�Li �-� ATLANTIC BEACH CC LU HERITAGE � w � �lllll � llll full J z o Lf) rAn EMIR Doi _SII 1111 �� 1 ) �U -� FIN. FLR. = o FIN. FLR. _� -1 LOT/BLOCK 0072 - - z z zLu TBI NUMBER 0072 0 Ln0 z g z o MODEL Q a 4" TRIM @CORNERS 8 7 DAVENPORT CL w ¢ (TYP.) 5 9 z 5.2.6 5.2.6 5.2.6 5.2.6 TYP. LLJ Lu 0 z ELEVATION NAME w W z ¢ z a �Ce o ASPHALT SHINGLE ROOF SYSTEM SHINGLE 9 0jce ¢ w w Z z = Z PROVIDE RIDGE VENTS TOLL BROTHERS Q = SHEET NUMBER cn-� W m P.M. TO VERIFY LOCATIONS. En o RIGHT ELEVATION = A5.62 o-� m Lu SCALE: 1/4° = 1'-0" SHINGLE ADDITIONAL NOTES AND SCHEDULES oo � ¢ C-) CAN BE FOUND ON SHEET A5.2.62 _3 H SERIAL NUMBER 1014.0 TO 7NE BEST OF NY MOI LMM,7NE DESIGN DEIWIED ON M NOTE: FBCR 806.2 EXC. 2; PERMITS ROOF VENTILATING AREA TO BE °NOWEIN"�AS"OFMEFCBMF'�"'BMW. � Z ROOF V E N T CALCULATION OWE IN 6iEepte bee 22,2016 BMW. � V CALCULATED AT 1/300 PROVIDED THAT 40-50% OF THE REQUIRED September zz,zoi6 VENTILATION IS PROVIDED BY ROOF VENTILATORS LOCATED WITHIN 3'-0" N ~ - LU OF THE RIDGE OR HIGH POINT (UNLESS CONFLICTS EXISTS) MEASURED TTIC AREA (TOTAL UNDER ROOF) 3,218 SQ. FT. �� OF F(OR �= VERTICALLY, AND THE BALANCE OF THE REQUIRED VENTILATION BY EAVE ROOFING PER 9 OR CORNICE VENTS. IVIDE BY CODE REQUIREMENT 150 ` of CONTRACT (TYP) -0 _0 MIN. NET FREE VENTILATING f# m 1 21 SQ. FT. v �: OR AREA REQUIRED , R967 f ; 4 ; S,. \X I 1 FRED ASG I 1 I O j MANUEL GONZALEZ,AIA p Z 1 AR 96730 I Q(n c 1 6 r----------------------------T------------ -------------T-----------------------------, Q (n w I I = 5.2.6 I I Lu H I I m UJ 8 1 cC Z I I I I r o 5.2.6 ---N --------LL - N Lu oc ~ 2 � Wa 5.2.6 I �of ��-�,l � I "1. Co LU = ---- w Q --� (— I I _ - � p p = PLATE HEIGHT I I ' O AIm 1kP - - - - - - r----------- � T l Q $ ¢ Z ' \� I I V p 'S IT O w -----------------oWo U p 4" TRIM @13 w ¢ O o CORNERS (TYP.) I N 00 cC uw Z00 ll I r 1 1 1 q A V v) ¢ I W I I I I W �-. UJ 0 1= I I I ui I I I RFs'' A ~ IL ¢CL FIN. F w I 1 i a � o H Z J 1 I I I eV I I U O — — — — — L------------------- ----------------------------L------------ --------------L------------------------ ---------------------- ow I � 9 7 5 1 o a Uico5.2.6 o z 5.2.6 "2. TYP, 5.2.6 a O ROOF SLOPE PLAN SLOPE: 6: 12 U.N.O. DRAWN BY zfw u m SCALE: 1/8" = 1'-0" SHINGLE S. FOX Z REAR ELEVATION ¢ce SCALE: 1/4" = 1'-0" SHINGLE CHECKED BY = w H. CRUZ a &0 z w 4 SCALE m ¢ > 5.2.6 ---- J � J w (_A 1x6 RIM 1"x3" BOARD AND o BATTEN @ 24" O.C. _ SHEET DATE w 1x6 FRIEZE 05-02-16 o SHEET REVISION INFO a0z - - - - - - - - - - - - - - - - - - - - - = m ROOFING PER CONTRACT ( p no0 I >- m z � - m "' I -0 waop 1) = I - z w � ? I a' SET REVISION INFO OcnJwr LU c, I ^ -0 ) - UJ I 1 7 yp ag & m � I I I Ce Lu o o I — — — — — — — — — — — — — I - - - - - - - - - - - - - 2ND FIN. FLR. o W PLATE HEIGHT _ _ _ _ _ _ _ IF i i PLATE HE HT SHEET DESCRIPTION w LJ p Z Ll W o E �l�ll�ll_�)Ll L. ELEVATIONS & ROOF 1__I i i�i l I I X111 LLQ J11� _1�1�� 3 Lel �1�� )L��J�� 1_I I i h I I I �� 11 I I ' Lu �; i i 1 i �� I�ISI I I_ ► 113 I �I � I � I I MISLOPE PLAN w z c ILiu �-11��1 ► I l I I l I I E I I I I l I ! III I I I b I{ __IJ � 1 �1 �_1-- ' w Lu o o I L l �� I I �� L! L l I I I I I PROJECT NAME v� +n I _ �L.L ��) u i I 1.�� I I� I�L_�L� 1- J L[j .� L1 I E � -ELL1 I I I I i ( ( I_�I I �l l °° I I DUVAL COUNTY ce n Z w I 11� ll �� 1_1 (J I I �� C I I I J�� I I 1 3 I l� l -�f �L�� L I I 1 I 1 I� I ! LJ I I L! I I IIS �1� (! I_L1 o � I - �- �,1 -' o I ATLANTIC BEACH CC - w I 1 I L 1 11 1I 11 111 I I ul-iL u-11 ��- I11�1�� 1� �G1� �o� 8CAI w FIN. FLR. _I I_ _ _ _ ' 1 11 I1 �I �I I_�� _ 1 I _ _�. I 1 I _ FIN. FLR. HERITAGE E LU � z � � .�..� ..� ... . . .. .... .. .: - LOT/BLOCK 0072 z (On z 4" TRIM @ TBI NUMBER 0072 LO MODEL Z � o Q 1 CORNERS (TMP.) 5 8 7 1 '°C o z 5.2.6 5.2.6 TMP 5.2.6 TMP, 5.2.6 DAVENPORT a w ¢ Lu W p z U-3 >i; z ¢ �--- ELEVATION NAME 0 w w Z w t p0 Lu ce N cc Lu ASPHALT SHINGLE ROOF SYSTEM SHINGLE ¢ w � �. D Z = z0 z (D ., o PROVIDE RIDGE VENTS, TOLL BROTHERS �C SHEET NUMBER U) cc co p Z LU P.M. TO VERIFY LOCATIONS. W LEFT E LEVATI O N w m = A5. 1 .62 ADDITIONAL NOTES AND SCHEDULES o o SCALE: 1/4" = 1'-0" SHINGLE CAN BE FOUND ON SHEET A5.2.62 ¢ c� � o ERIAL NUMBER 1014.0 M THE ear OF W=Wl®fF,THE DEMO DEPMED ON TIBS DRAWING 0"Lff5 WFM THE APPLICABLE MBOUN BRAIDING CGDE IN EMU AS OF DATE OF CLRTIFICATION BELOW. ROOF PER CONTRACT September 22,2016 CD ice W 2X4 SUBFASCIA F FSR �! z _ ROOF PER CONTRACT 2X4 OUTLOOKER ROOF PER 2X4 SUBFASCIA ��P` �"9 r- O 2X4 LEDGER SIM. CONTRACT 2X4 OUTLOOKER Nv m METAL DRIP 2X4 LEDGER F� 1' ' METAL DRIP �' ' METAL DRIP O O 1X6 FASCIA i A <: AR967 V ~ VENTED SOFFIT 1X6 FASCIA IX4 TRIM 2X4 NAILER - 1X6 FASCIA St 2X4 SUBFASCIA m,' SIDING PER ELEVATION -- `"; WALL PER _ VENTED SOFFIT TRUSS LAYOUT 1X4 TRIM ? O GABLE ENoc VENTED SOFFIT PLAN BY ENGINEER WOOD BRACKET @ MANUEL GONZALEZ,AIA c AR 96730 1X6 FASCIA I „ Z z Ix TRIM r PROJECTIONS O 5V2 Z U) °C 1X6 TRIM 1 4 - SIDING PER 11 E O = BEAM (PER STRUCTURAL) SIDING PER 11.4 ELEVATION 1, 0„ i 1X4 TRIM N U w O ELEVATION OVERHANG y GABLE END', 4� _ a m I I WALL PER � rn ce w J I I — 4"TRIM @ CORNERS PLAN a O I I \ (TYP.) 4" 7" '^ � � o I I 1 i M oW ¢ I I Ell W = m I I _ , SECTION ELEVATION ,,, R,a LU ~ � F. II w oo = O A ¢ kA a z STRUCTURAL POST 2 EAV E DETAIL 3 GABLE END DETAIL 4 BRACKET DETAIL ' w k o N I I A5262 SCALE: 3/4" = 1'-0" SHINGLE A5.2,62 SCALE: 3/4" = 1'-0" SHINGLE A5,2,62 SCALE: 3/4" - '- " p - ce w z - 1 0 SHINGLE ! �"' �C.T t; 8 0aj0 I G 1X6 BASE Lu 0 N _ D Fes— Z 0'-0"FINIS S B 1 4 HEAD& Iw-- = O I I CASING a O O ------------- ine Lu V `` z wcLu o �Cz A ¢ A w 3a � _ Qp a ►4 � x = Q w V o A a ~ DC BRICK PAVERS SOD Es.R O V Z J a a ., e = O Q FOOTING (PER STRUCTURAL) UB oC u- 6"TRIM SHAKE SIDING SHAKE SIDING d J OCL C.) FLASHING FLASHING W O I X 2 CAP 2nd FIN.FLR. d U z Q � 0 FIN.FLR_ 24" DIA. Q � FIXED GLASS FLOOR I x 2 cAP DRAWN BY ce V W I X 6 TRIM SYSTEM I X 6 TRIM S. FOX CoLL. oZsLoaaNG IxsLoaaNG CAULK AS CHECKED BY W (n Q 1 COLUMN DETAIL 5 4 SILL NEEDED SHAKESID[NG H. CRUZ o ��.J2.62SCALE: 1/2" = 1'-0" SHINGLE I I I I I I I ( I SCALE zW -i � ~ Q 1 X6 APRON u- 0 w O o o SHEET DATE ce (A b - 5 WINDOW TRIM DETAIL 6 WINDOW TRIM DETAIL WAINSCOT DETAIL 05-02-16 o 85,2,62 SCALE: 3/4" = 1'-0" SHINGLE A5,2,62 SCALE: 3/4" = 1'-0" SHINGLE A5.2.62 SCALE: 3/4" = 1'-O" SHINGLE SHEET REVISION INFO Boz = m o ---- Zcw00 Q � z m °° w Lu a o o INSULATION AS SHEATHING c=n w v REQUIRED SET REVISION INFO O N -1 = WATER-RESISTIVE s 2 Lu z F- BARRIER SHINGLE l i Q � cn >- 5.2.6 SIDING a- � co STUD i ce W Z N n n coir >o p JOINT FLASHING 2x4 I 1/2^SHEATHING SHEET DESCRIPTION z � � � � � AS REQUIRED I W z # _I (n Lu 4^x4"POST ' � � EXTERIOR ELEVATION UJ o �! NAIL PER z Lu s MANUFACTURER CAP ABOVE. AAA i m � a z /� 4 SPECIFICATIONS DETAILS w Lu aU 4 y 2"x4"------- LAP x4 R n n = z LAP SIDING q u.j � � Q � ,, ' SQUARE COLUMN ujLu z . { CONCRETE 1 4'-5" I 2X4 TOP RAIL PROJECT NAME Lu u Ln O FOUNDATION , Lu o z z 5-0 52n B DUVAL COUNTY Lu = SIDING PLAN VIEW SIN 5.2.6 �- V � � - B TOP RAIL ATLANTIC BEACH CC - w ' \ A " _ HERITAGE (n Lu �� `� ,� ,� / i 5.2.6 Z O W 9.1 c~n z STARTER 5 Z 6 n .2.6" n 1^x4"TRIM a LOT/BLOCK 0072 Z z z STRIP ! TRIM 4x4 TRIM M TBI NUMBER 0072 Ln , POST �- z o FIN. FLR. o b _ O I 4"x4"wooD - - - - MODEL w ~ \_- 2x4 BOTTOM RAIL; DAVENPORT Q O z 321 , POST UJ SLOPED TOP c BOTTOM RAIL 03 v- W a L+7 M INT. EXT. 2'6N C 5.2.6 �— ELEVATION NAME z o a. $ LAP SIDING o 4"x4° o ^ 36 HIGH RAILING W/ w SHINGLE 5.2.6 cn oC Lu POST 4 TRiM PICKETS SPACED TO Q= A5,2,62 SCALE: N.T.S. SHINGLE '� 4"TRIM REJECT A 4 DIA. SPHERE ;„ = zF— O © O z z = ? z W = SHEET NUMBER ozLU 10 9 SERVICE CO RT DETAIL gq SERVICE COURT DETAIL 10 RAIL DETAIL o woow = A5.2.62 u A5.2.62 SCALE: 3/8" = 1'-0" SHINGLE A5.2,62 SCALE: 1 1/2" - '- A5.2.62 _ � o o � - 1 0 SHINGLE SCALE: 1/2" = 1'-0" SHINGLE (' O pCSERIAL NUMBER 1014.0 70711E BEST OF MY IObNM1IDGE,THE DEEM DEPICI®ON THIS DRAWING ODMRIES WIHH THE APPIICME MIND"BIAIDING CODE IN BiEiT AS OF RATE OF COMFICA7ION SHAW. September 22,2016 NV-4 rLn r�� OF F�0 U= H 0) �O I— t' vi CNV <F24 stj. a FUR OUT TRUSS AS RADIANT BARRIER, `;. AR967 0 o NEEDED FOR INSULATION TYP. t �C 4c ., T G� Z i MANUEL GONZALEZ,AIA 0 0 (TYP) PER CONTRACT AR 96730 cn w - - - z (nLLJ oma, _ - - - - - Lu Ln a cC z m ao 5u oLu IM p PRE-ENGINEERED SEE SHEET A3.N FOR Lu ce TRUSSES DESIGNED BY INSULATION d W 0. Lu Q LOFT _ TRUSS MANUFACTURER SCHEDULE a a LU Ca H > H - w w d MAN FA RER o , , , , , , , , , PRE-ENGINEERED FLOOR TRUSSES DESIGNED BY TRUSS U CTU , , , " >; , ," ; ; , k n. 00 (u U W O Lu i S > J W O i>u O Q (n wO O = V a VESTIBULE =. � COVERED Ce FOYER >> KITCHEN BREAKFAST COVERED Ce o a = AREA LANAI A ENTRYDINING W cn o o ROOM ti\ (BEYOND) o a a z z D a _ _ ��. GREAT ROOM t►'`'I o A w Doa _ x _ Q ) ° - - - - - 0 o _ _ a itLu LL J N o - CABINETRY &APPLIANCES o ARE FOR REFERENCE ONLY U- v , � � Lu PAVERS ON I m STEMWALLL SHOWN PAVERS ON STEMWALL DRAWN BY z 0 ch w SHOWN 0 0 < � w S. FOX m ? z o CHECKED BY W CA QrA BUILDING SECTION H. CRUZ uJ OR z w A7,62 SCALE: 1/4" = 1'-0" - SHINGLE _-_- SCALE on a > .-J J 0 N 0 0 6RADIANT BARRIER, SHEET DATE TYP. 05-02-16 a o z SHEET REVISION INFO w �. O = co U o w z cri SEE SHEET A3.N FOR z INSULATION SCHEDULE i m z m w oC X 'x i J SET REVISION INFO 3 N0 un w N J w RADIANT BARRIER, z ce ¢ Scem TYP. Lu Z Q O Ln O w u LOFT SEE SHEET A3.N FOR SHEET DESCRIPTION Lu (nz BEDROOM 4 PRE-ENGINEEREDED `�' LL' w o TRUSSES DESIGNED BY INSULATION SCHEDULE TRUSSES DE IGNED BY BUILDING SECTIONS _ 2 V I— w TRUSS MANUFACTURER TRUSS MANUFACTURER 0- 00 cc z . o a w .: w �/�► > 1 Zy) Q Q ! 1 y I 1 I Y Y Y Y Y Y cn 2 z uj LU = z _-- r PROJECT NAME Lu vi cn DUVAL COUNTY On Lu z \ ATLANTIC BEACH CC - r ~ � o W k MASTER MASTER i o CA ~ R BATHROOM W.I.C. --- ------ DINING ROOM BEDROOM KITCHEN HERITAGE ? w Lu LOT/BLOCK 0072 En C) zo TBI NUMBER 0072 a Z - �` MODEL z w o , - - - - - - - - - - - DAV ENPORT z - v Haw `� _ ui w o z ELEVATION NAME Lu(D w w ARE OR REFERENCE ONLY W s o SHINGLE 0 QwLu zo '~ W Q SHEET NUMBER 0z uj BUILDING SECTION BUILDING SECTION cj o F— rB ~ 77, SCALE: 1/4" = 1'-0" SHINGLE A7 62 SCALE: 1/4" = 1'-0" SHINGLE = A7.62 LU co v A�.62 o o V F— SERIAL NUMBER 1014.0 O TO THE BEET OF W MWIMM.THE DESIGN DEPOED ON THE DRAWING OOPlM WITH THE APPLICNI E MDMQM BUDDING DIFFUSER LEGEND ME 114 ERECT AS GF DATE fEtIIIBELOW. 2 September 22,2016016 c ® SUPPLY RETURN ® EXHAUST FANS OF FSR N FOR REFERENCE ONLY U Lu N x m GNU i f 5 02 R967 0 O O ` ED F -D MANUEL GONZALEZ,AIA AR 96730 Z u- O o p z Z z' cn w 5ucwnw4 d00 m rA pq N cCz � `•' oo t a a z ® MASTER E O •�"a H W ® BATH H O A d O 8 � U W ° o 0Ox v� F- tp p O TWO CAR •,',. $ wS t d W Z BEDROOM _ _ GARAGE w O > o --- x A.H. 1 H _ 0 INA I W V z 5 LAUNDRY Lu z AW V cn wz ` W.I.C. 10"X10" AIR JUMPER 4 a A � a � x o �. T -iLu N 1- Z GREAT - ROOM = _ - _ - - - - - Q 00 a- m UJ VESTIBULE ' ' FOYER s DRAWN BY o COVERED OX z O w I I I I S. F a i i ► ENTRY CHECKED BY UJ J u- co ----- , H. CRUZ cn ¢ _. SCALE w � oc e Ui LU OR Q > COVERED t. p x LANAI SHEET DATE Lu cn 0 0 x DINING - J 05 02-16 BREAKFAST ROOM �; ce � SHEET REVISION INFO AREA EN BEDROOM 3 BEDROOM 2 ---- KITC H i � o � ® ® ® ® BATH p U) o � uj M Lu m J SET REVISION INFO w - (n wui w w Z 6 H g U m C7 cC ce uui z Z C) > o SHEET DESCRIPTION Lu Z FIRST FLOOR DIFFUSER (n Lu X Z o LAYOUT co Lu „z Z = z PROJECT NAME (n � � Q LU z DUVAL COUNTY w '(nZ ATLANTIC BEACH CC - O p z w HERITAGE ui c=n w LOT/BLOCK 0072 z0 '�' � 1-4 TBI NUMBER 0072 En Ui En z o z MODEL a � O DAVENPORT �, Z Q FIRST FLOOR DIFFUSER PLAN z uj > SHINGLE �— ELEVATION NAME w w o z SCALE: 1/4 = 1 0lu W z a SHINGLE V w w zap f� � Lu z F- z o _ SHEET NUMBER w : Lcuo I— pz0LU = M1 .62 (00i r4 Z o FOR REFERENCE ONLY V' Lu z J u ERIAL NUMBER 1014.0 M o o u- 1V1- O TO THE B84r OF MT NNOWIEDGE,THE DFSIGf1 DEPICT®ON THIS DRAWING COMPLIES WITH THE APPIICADIE PmmOIM BOIII%NG DIFFUSER LEGEND DEI" `��DATE��" TM MIM September 22,2016 ® SUPPLY RETURN ® EXHAUST FAN OF Ft- �� to o FOR REFERENCE ONLY N �� NVE G � V/ 3 GC i, CaJ w _ H- C7 O R967 a ao �k CrS ?- J a TFR = RG,�tice ; MANUEL GONZALEZ,AIA AR 96730 Z OP-1 � Z Z Q � Ln z cn W _ - Qj - ON O LLJ _ _ h en W 00 o I �' en M 0W � BATH 13 a a � o Woo BEDROOM 4 H o � Z 0 a dIs LU z m p - - - - - - - - - - - - - - - -� U w � F' � I CS z = � I �! �q S G� Lu I J W Z I x Z aj O O i 0 Ll — —� Lu z 22P, 3011 I U cn f I ►. v Lu a ATTIC ACCESS w z Lu n o W/ IGHT & x o � _ SWITCH a zz s Q "'' 1 1 1 1 1 1 1 I w Don Lu = Oce Q - -- ------------- C) - ------ - --------J a O O - - - - LU ce u o z DRAWN BY Q ce a I S. FOX a 0 Ln Lu CHECKED BY ce LU H. CRUZ 1 SCALE z . o iW �c mQ > 1 0 o a LOFT SHEET DATE Lu I 05-02-16 O 0 o i SHEET REVISION INFO ail cbn b I ---- aoo I zmU I� cn o no (D I Z -- w I 1 SET REVISION INFO I _ W Z Lu -sSNwN O N JQ Z uj QU ce SHEET DESCRIPTION zp > Z � ( w0 SECOND FLOOR C3 W Z ER LAYOUT W o Z DIFFUS � � o mceaZ a o PROJECT NAME zzz � �? a DUVAL COUNTY Lu Q LU W N o ATLANTIC BEACH CC - 0 Lu HERITAGE v w LOT/BLOCK 0072 ow g TBI NUMBER 0072 N Z E MODEL C:) O z Ln O DAVENPORT SECOND FLOOR DIFFUSER PLAN ELEVATION NAME 0 zwsa� S �- a � y „ - SHINGLE W W n z SCALE: 1/4 - 1`0" SHINGLE Lu w Lu LL. ZLu Z CCS w ,Q = = SHEET NUMBER Z = z Z ce m = M2.62 -� � _ O FOR REFERENCE ONLY / SERIAL NUMBER 1014.0 w m uu Ce =j O O u- Q U 1— O TO THE BBr OF W NNOINIE M,THE DESIQI DEF%C®ON THIB ELECTRICAL LEGEND �'''�� "��m CODE IN EFFECT AS OF d1TE OF CEIMPICKTION SEWN. 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BOARD o WRAPPED IN FELT MEMBRANE _ BATT TO TRUSS TAILS W/ (2) SHEET DATE o TO AVOID DIRECT CONTACT ALL TRUSSES TO REST ON INSULATION REQUIRED 16d Co) 24" C. , ,, �� , �, Lu W MASONRY GALV. ANCHOR SEAT OR 1/2" GYPSUM AT GARAGE (SEE METAL DRIP ' WALLBOARD ON STUDS / WRAPPED IN FELT MEMBRANE ENERGY CALCS) EDGE ---- ----_ CEILING INSULATION DBL. 2x SYP. WD. TOP PLATE W/ WALL INSULATION SHEET REVISION INFO a o z SEE PLAN FOR STRAP ,\ ,, ,� TO AVOID DIRECT CONTACT - ------ (SEE ENERGY CALCS.) -J---- SEE ENERGY CALCS w m Ov W/ MASONRY CONTINUOUS VENTED ( ) = ALUM. WRAPPED 2x . 1/2" RIGID GYP. BOARD SOFFIT• WOOD LEVEL 1/2" RIGID GYP. BD. SCHEDULED WINDOW ~ w z En WOOD FASCIA NAILED RETURNS WHEN ( ) __ __ CEILING INSULATION SEE FLOOR P z� o Z TO TRUSS TAILS W/ -------- - - MID-WALL WEEP SCREED STUCCO SOFFITS ARE DBL. 2x SYP. WD. WINDOW ATTACHMENT < Luz '-' 2 16d @ 24" O.C. (SEE ENERGY CALCS.) AT FLOOR AND CEILING REQUIRED TOP PLATE COMPLIANT WITH FBC-R HEADER , SEE FRAMING °° ''' >' ( ) 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH x METAL DRIP 1/2" RIGID GYP. BD. P.T. 2x RIBBON FASTENED INSTALL P.T. WOOD FIRE STOP w a o o TO FLOOR TRUSSES PER Z = o w EDGE 1/2" GYPSUM WALLBOARD MIN. 7/8" STUCCO (3 @ 16" O.C., TYP. N . BD. ON P.T. TRUSS ENGINEER COATS) ON GALV. SET REVISION INFO o N J W 1/2 GYP r,,, z � F CONTINUOUS VENTED FURRING STRIPS W/ ON P.T. FURRING STRIPS SELF FURRING FELT REFER TO WALL INSULATION � c� g >- SOFFIT• WOOD LEVEL WALL INSULATION TYPICAL SINGLE W/ WALL INSULATION BACKED METAL LATH ELEV. FOR (SEE ENERGY CALCS) REFER TO SEE ENERGY CALCS VERHANG 2x SYP. #2 WD. HEADER ¢ ce °C 0° RETURNS WHEN (SEE ENERGY CALCS) KNOCK-OUT 1C�5 CONT. ( ) -SEE SCHEDULE Z o z ELEV. FOR ( ) F., O STUCCO SOFFITS ARE OVERHANG STUCCO SOFFIT SPECIFICATION: � (n O REQUIRED TYPICAL SINGLE KNOCK-OUT PRECAST LINTEL , SEE PAPER BACK LATHE W/ w z "' COURSE BOND BEAM W/ (1) MIN. 5/8" STUCCO FRAMING PLAN FOR CONTINUOUS VENTING NAILED SHEET DESCRIPTION 0 f "' z STUCCO SOFFIT SPECIFICATION: #5 CONT., (GROUT SOLID) (2 COATS) OVER CMU SIZE AND DEPTH TO TRUSS TAILS AND A TYPICAL SCHEDULED WINDOW SCHEDULED WINDOW cn w o S U z z v PAPER BACK LATHE W/ STUCCO FINISH (SEE FLOOR PLAN) (SEE FLOOR PLAN STANDARD CONTINUOUS VENTING NAILED PRECAST LINTEL, SEE Lu p FRAMING PLAN FOR ao � a• z TO TRUSS TAILS AND A TYPICAL EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON EXTERIOR SHEATHING TO 1/2" GYPSUM WALLBOARD ON NOTES & DETAILS o ¢ W O SIZE AND DEPTH BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION BE FLUSH WITH THE EDGE STUDS W/ WALL INSULATION � > STUCCO FINISH DOUBLE STEP PRECAST SCHEDULED WINDOWS z z = Z 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) L J ¢ DOUBLE STEP PRECAST GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATI N SEE FLOOR PLAN WINDOWS WINDOW ATTACHMENT AND SHEATHING PROJECT NAME Lu ¢ CONC. SILL TYP. @ ALL ( ) COMPLIANT W/FBC-R AND SHEATHING 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS cc w = z WINDOW ATTACHMENT 11 w o o WINDOWS COMPLIANT W/FBC-R ,1 APPLY A LIGHT COAT OF @ 16" O.C., TYP. APPLY A LIGHT COAT OF ' @ 16 O.C., TYP. cc � � MIN. 5/8 STUCCO (MIN. CEMENTITIOUS COATING TO CEMENTITIOUS COATING 0 cc z w MIN. 5/8" STUCCO MIN. 2 COATS) OVER CMU 1X2 P.T. NAILER FILL VOIDS & HONEYCOMBS 2x P.T. SILL PLATE FILL VOIDS & HONEYCOM 2x P.T. SILL PLATE O 2 COATS) OVER CMU Lu v p 1X2 P.T. NAILER GROUT CMU COURSE WATER RESISTANT BARRIER WATER RESISTANT BARRI R c=n w GROUT CMU COURSE BELOW SILL a (2 LAYERS REQUIRED): PAPER 1 CONNECT WALL TO FOUNDATION (2 LAYERS REQUIRED): PA ER I CONNECT WALL TO FOUNDATION z o w BELOW SILL FINISHED BASE BACKED METAL LATHE & PER FRAMING DETAILS BACKED METAL LATHE & PER FRAMING DETAILS LOT/BLOCK 8 W x 1-1/2 D POLYETHYLENE HOUSE WRAP POLYETHYLENE HOUSE W P • . = o MOULDING PROVIDE CONT. METAL TERMITE PROVIDE CONT. METAL TERMITE TBI NUMBER z P ac FINISHED BASE RECESS @SLAB EDGE is OR APPROVED EQUAL SYSTEM OR APPROVED EQUAL SYS EM Z p zO 8 W x 1-1/2 D , MOULDING SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE g zo o RECESS @SLAB EDGE ,a WEEP SCREED WEEP SCREED MODEL z ,, MAIN FLOOR MAIN FLOOR FINISHED BASE MOULDING FINISHED BASE MOULDING Z © a ELEV 0'-0" d 4 1_ 11 % tl ELEIV 0�-0'°R d ALL MAIN FLOOR - z a ELEV O 0 z d 0 W Q i 11 �.a I— (- - a > ELEV 0 -0 z , d Q i � I ELEVATION NAME w � � ), r a 1I1E1— a — — I— . "' o z � , —I I I z _ ( ___t 4 CONC SLAB W/ ) Lu 0 � .-. � � —I � I � d � 11 � �— I (—�" Q � � 11 � � G � 11 l I 4 CONC SLAB W/ Q d 4 CONC SLAB W/ ALL Q ' _ 4" CONC SLAB W/ N w I .L___°__ VAPOR BARRIER 1 = w z a o I- I Q - VAPOR BARRIER 1 -- VAPOR BARRIER CIA VAPOR BARRIER W M ( M I �n ¢ w - M i SEE FOUNDATION SEE FOUNDATION SEE FOUNDATION Z = z z SEE FOUNDATION PLAN FOR SIZE ANDPLAN FOR SIZE PLAN FOR SIZE 1-4R IZE AND TYPE OF FOOTING TYPE OF FOOTING D TYPE OF FOOTING D SHEET NUMBER Lo PLAN FO S W 3 w m TYPE OF FOOTING EXTERIOR WALL o � EXTERIOR WALL4WO-STORY WALL SECTION D7 oUjmL 1 SECTION WITH WINDOW 2 TWO-STORY WALL SECTION- SECTION WITH WINDOW T D7 11 = 11-011 D7 SCALE: 3/4" = 1'-0" D7 SCALE: 3/4" = 1'-0" ERIAL NUMBER 1014.0 Lu � z _j u- 1i SCALE: 3/4 J O o u- D7 SCALE: 3/4 ¢ UF- 0 TO THE BEST OF MT g1DKME,THE DOWN DEMCIED ON THIS DRAWWG CONFIIES WITH THE APF XMU MINIMUM WILDING CODE IN UW AS OF DATE OF CWFnTION BEIM, U N SET MIRROR 3" FROM SET MIRROR 3" END FF BACK SPLASH MIRROR=VANITY -5II FROM INSIDE CORNER DRYER VENT (TYPICAL) :�� OF F�OLU ,Q GAS PIPE (TYPICAL) ` co P ly x o FOR GAS DRYER ONLY C7M xl f� W 1 II r _- -_---, Vl a 1 -2 �G �70 J ' O O i i x � � R967 0 COUNTERTOPS o � u DRYER VENT (TYPICAL) ; G� ��`�� 36" HIGH X ° GAS PIPE (TYPICAL) FRED AG, M > FOR GAS DRYER ONLY � .� (VANITY-5 ) MIRROR � ;-- ZmI OUTLET BOX 0° 1/4" MIRROR MANUEL GONZALEZ,AIA O -- ---------------------J Q o z CENTER SIDEWAYS DRYER VENT BOX- AR 96730 z o z ATTACH PER FR. N IN BACKSPLASH INSTRUCTIONS ce 1/2" RECESS DRYER VENT BOX- Lu � o � FOR MIRROR ATTACH PER MFR. INSTRUCTIONS a m F, 0 2X4 HALF WALL F " YORKTOWN P.T. SILL PLATE �., ce z J P.T. SILL PLATE 5u C> o "' TRIM - MM MIRROR (IF SLAB ON GRADE) ;� (IF SLAB ON GRADE) M Ce Lu 3.. z CABINET VAN MIRROR INSTALLATION INSTRUCTIONS: ; _ ¢ a a o ~ O 1. MIRROR TO BE GLUED TO WALL AND SET WITH REMOVABLE CLIPS TO HOLD SECURELY IN PLACE. WITH PEDESTAL w � w H 8 C) z = 2. AT BATHROOMS WITH MIRRORS ON ADJACENT ANGLED WALLS, BUTT MIRRORS TIGHT AT INSIDE NOTE: O A W o `_ ~ z CORN R. (YORKTOWNE TRIM - MM MIRROR WILL NOT BE INSTALLED AT INSIDE CORNERS.) 1. DRYER VENT BOX TO HAVE "KNOCK OUTS" FOR TOP, °° U w w � U) NOTE: BRACKETS REQUIRED IF BOTTOM, OR REAR VENT LOCATIONS. rn 8 w z COUNTERTOP CANTILEVERS MORE THAN 10" 3. UPN INSTALLATION OF WOOD TRIM, REMOVE REMOVABLE CLIPS (VERIFY MIRROR IS GLUED s- o w o BEFOR= REMOVING ALL CLIPS) AND INSTALL WOOD TRIM AT PERIMETER. WOOD TRIM SHOULD BE 2. DRYER VENT AND GAS PIPE SIZES AND MAXIMUM •1 oo z 1 2" FROM TOP OF BACK SPLASH AND INSIDE WALL CORNERS. LENGTHS PER MANUFACTURER'S SPECIFICATIONS. z CAI w P-� uj x W o INT-1 KITCHEN HALF WALL DETAIL (INT-2 MASTER BATH MIRROR WOOD TRIM DETAIL INT-3 DRYER VENT BOX FOR DRYER ONLY a o 0-0 U o "t D8 SCALE: 1/2" = 1'-0" (INT-1) D$ SCALE: 1/2" = 1'-0" (INT-1) D8 SCALE: 1/2" = 1'-0" (INT-3) w A & aL zA �, woo A ¢ x TILE OR STONE ON 1/2" COMPARE z ,z HARDI BACKER BOARD MANUFACTURER'S O a Q! o OVER 4" EXT. PLYWOOD DIM OF TUB & O 0 0 TOLL APPROVED TILE BACKER (REFER ON 2X4 FRAMING. PUMP LOCATION x w N L z a TO CONTRACT SPECIFICATIONS) a x ce o WALL TILE w VARIES SEE PLANS - a REFER TO FLOOR PLAN, O d J m 2X BLOCKING BETWEEN VARIES BY MODEL w o % 1 ROW OF TILE 0c u z STUDS (3 WALLS) In o z J 2X4 @ 16" O.C. `r � °C VINYL LINER (3 WALLS) EXTENDED 5" g o CORNER SHELF d = m UP WALLS ce o (1) CERAMIC CORNER DRAWN BY o SHELF AT 48" A.F.F. 2X4 LEDGER W. GRIFFIN z z o >- FLOOR TILE coir Q 100% SILICONE SEALANT BETWEEN u_ m - a - w °C TILE BACKER AND WET BED o Lu ^ a d CHECKED BY x a e F x x DROP IN TUB x o >- w Q 2" SHOWER DRAIN N N N 2X4 CRIPPLES m a > FLOOR TILE 2-2X4 THRESHOLD w > 11 + S. LEE o Q FLOODSTOP -SCALE x 22 X 34 SCALE AS NOTED U- o TILE AT DOOR ¢ 2X4 TO BE P.T. SUPPORT UNDER 11X17 = 1/2 NOTED SCALE d o THRESHOLD WALL TILE WHEN IN CONTACT TUBAS REQ. BY oe �",� r,, N. W/ CONC. MANUFACTURER'S. o 0 ,g ADJUSTABLE GAUGE COAT WETBED PLAN oc SHOWER DRAIN HE DATE � o z LINER SET IN SEALANT @ _ C6 2" SHOWER DRAIN FLANGE OVER ROOFING FELT (FR-33 DROP I N TUB DETAIL SHEET REVISION INFO z cn o z NOTE: 3/4" X 9" RADIUS MARBLE SHELVES WILL NOTE: D$ EXACT SIZE AND SHAPE VAIRES?BY MODEL AS SHOWER ELEVATION SCALE: 3/4" = 1'-0" (FR-33) m m W MARBLEBE D TILE OPTIONS ARE SELECTED.IN LIEU OF CERAMIC WHEN MARBLE/ ARCHITECTURAL PLANS WELL AS PLUMBING CBY MODEL. Lu TO z = o W = INT-4 SHOWER & CURB ON FRAMED FLOOR INT-5 STANDARD SHOWER SHELF LOCATION END POST TIED INTO FLOOR �\'o��n� SET REVISION INFO ¢ g >' D8 SCALE: 3/4" - 1'-0" (INT-4) D8 SCALE: 1/2" - 1'-0" (INT-5) JOIST BELOW EXTEND TO 'QPM Q o > z BOTTOM OF FLOOR JOISTS. o Ln z 0 x END POST TO PENETRATE o w z SUBFLOOR. w cn0z SHEET DESCRIPTION = z U o FACE NAIL END POST TO m o BLOCKING. STANDARD w Q j o 2x BLOCKING BETWEEN NOTES & DETAILS z z = o FLOOR TRUSS AGAINST z N N ¢ END POST. a o 3= z SUB FLOOR. ''' ' '' ' Lu ce vi U) o - , / ' PROJECT NAME 0-/ W Z Z O rti wLu Lu Q LCL w i ' LOT/BLOCK ~ w z o p �% / \ \ , ` - ' / •� TBI NUMBER z Zcn In z w p ' - � ,�� / ' ;, MODEL n ' / '' c) Ce Lu ,� ,. , , \\ Y / ,,. - ALL '/ '' NAILS(TYP) W w o z FLOOR TRUSS. ' '' '' ko w u z Q -'' ,-'�'y ELEVATION NAME T-4 CD 1--1 w t _ Cj C14w ALL a � cn W N QIRE ulz zo cT x 1-y z W� 1 m SHEET NUMBER oz = N O = � (FR_3�4HALF WALL TIE-IN DETAIL o LU w JzJ D8 D 8 Jo Q os ( ) ¢ c.� t- o FR-34 SERIAL NUMBER 1014.0