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556 TIMBER BRIDGE LN - ARCH. DRAWINGSTO � a oG .: CID (D W J o M ►� F- w a ado 0 z J W ¢ L W = m 0 W 0 .w 0 0 M �— 2M ac) a O W M o�O W W o 0 W¢z O v - W a ` ocwz LLJ 0 132 0-v) Wccz = O �a W z W 0 0 LLL W J' F- m ¢ oc oc 0 LL d C)W C 0- -� 1 W 0 oC U z 0 oc oOU) zw oc (j u j ca 1 z z' a c�cU)¢ ac W w CL0 a oczw m¢ > J � o _ f- o W {/) 0 MC) �, � O_ Lu W Q o.. oC3:: oc _ o z >, o I w m V ►-- n Z LL cri i 0 u=') o c� z ¢ �, z Lu z ca w COJ�¢ o p[ W¢oo z z cn Q U J W Z W z � "' ¢ _m oc C� w z 0 0 �W= z v 0 W z Lu cn UL�uoz W 0 Cl - 0 o i m Q W o > w � ¢ v zz=o Lu _j aeu') a o � z Lu O JU) z w z Lu Q = W W 0 z W=o h- oc ABBREVIATION LIST Abbrev. Description A bbreV tion Description AbbreV. Description INTERIOR ELEVATION DETAIL #' DRAWING # NUMBER MBER F.P. FIREPLACE PLACE PT.LD. D. POINT LOAD i AND FRT. FRONT PWD. POWDER - j` L�IeG�GI FT. FEET PCW. PLYWOOD s AT FTG. FOOTING 2.18 , FIRST FLOOR PLAN A C AIR CONDITIONING F.O.M. FACE OF MASONRY R RISER ABV. ABOVE SLAB RECESS <RA RETURN AIR ADJ. ADJUSTABLE GAL � ALLON RAD. RADIUS A.F. VE ABO FLOOR G. A. G UG E A REF. REFRIGERATOR A.F.F. 'ABOVE FL OR FINISHED 0 G D GARAGE DOOR REINF. REINFORCING -' AHU AIR HANDLING. UNIT GFI FAUL GROUND T' INTERRUPTER RM. ROOM ALT.... LT RNAT E A E GL KNEEWALL R.O.OUGH 0 OPENING ALUM. M. A LUMINUM -GLASS G.W.B. GYPSUM WALL BOARD -PRE-CAST LINTS HEADER DESIGN CRITERIA TWO STORY. FIRST FLOOR FRA & SH ROD & SHELF 0 . . . B ARBECUE H HIGH R.W.C. N WATER CHANNEL EL BD. BOARD HB H OSE BIBB _SF17 I NBASED ON . WIND DESG S B.F.F. B ELO W FINISHED.FLOOR HD.. D HEADER FEET BOTT. B OTTOM G . HEIGHT SGL SINGLE BR, BRICK H RIZ. KO -RIZ. HORIZONTAL SHT. SHE ..RES AKFAST BRE. _ 11 +.1 -.1 8 VIE.. F.B. .5TH EDITION 2014 FUEL C SH. SHELF IAL . _ , NUL IS CATION INSULATION SHW R . SHOWER N.F.P.A.101201 4 VER INT. NT RIOR SL. SLIDER RCALC.CALCULATIONS-C CLASSIC : COTOLJ IN:T, I.L.O.> _FN _LIEU OF SPECS TION SPECIFICATIONS SC.J. 1 9 IE CENTER L N TRADITIONAL P.F. SPRUCE PINE FIR CLG C EYEING KS .....E KNEE SPACE P S . PT . PRI N POINT SPRING CMU CONC RETE MASONRY UNIT CIMMARON STs "NDARD ' C.O. CLEAN L LONG STLo _ EL STEEL CO C.COLUM N LAV LAVATORY STOR. STORAGE COMP. COM PRESSOR LD RY LAUNDRY BROUGHAM C> w U � Q' CONC. CONCRETE LIN LINEN T TOP= CONT. CONTINUOUS LT LAUNDRY TUB T&G TONGUE & GROOVE 44 CLS. CALAIS TEMP. TEMPERED DB. DOOR BELL M.B. 'MASTER BATH THK. THICK DBL. DOUBLE MAX MAXIMUM T.67.7� _ TOP OF DR. & SH. DOUBLE ROD & SHELF M.C. MEDICINE CABI ET _ T.O.-B & TOP -OF Q .BOND BEAM DECO. DECORATIVE MFR. A MANUF CTURER TR. TREAD DET. DETAIL MIL. MILLIMETER TRN. TRANSOM DIA. I METER DA MIN. MINIMUM TY P. TYPICAL M DI. DIMENSION MENSION MIRR. MIRROR ..,.. , Q DN DO WN MLDG. M LDING 'r 0 UC UNDER COUNTER -DR. DOOR M.P.H. MILES PER HOUR U.N.O. OTHERWISE DS. DOWNSPOUT MT RE ' METAL TH SH OLD D.S.S. DENSE SELECT STRUCTURE V.B. VAPOR BARRIER DW DISHWASHER N.T.S. NOT TO SCALE , VER T VERTICAL DWG. V.T.R. VENT THROUGH IMF O.A. OVERALL E EGRESS ` O.C. ON CENTER W v. WIDE E .E. EACH END O.H. OVERHEAD W TH. WITH E.W. EACH WAY OPT. W.C.- WATER CLOSET. EL. ELEVATION OPNG. OPENING WD., WOOD ELEC. - ELECTRICAL OSB ORIENTED STRAND BOARD WDW. WINDOW ENCL. ENCLOSURE PED. PEDISTAC SINK W.I.C. WALK-IN CLOSET ENG, ENGINEERED POLY POLYVINYL -PER WP GFI WATERPROOF GFI EQUIP Q EQUIPMENT Q P.S.F. POUNDS SQUARE FOOT W.W.M. WELDED WIRE MESH EXT. . EXTERIOR P.S.I. POUNDS PER SQUARE INCH W.W.F. WELDED WIRE FABRIC FIN.FLR. FINISH FLOOR PSL PARELLEL STRAND LUMBER FLR. FLOOR P.R. POWDER ROOM FND. IFOUNDATION P.T. PRESSURE TREATED' SQUARE FOOTAGE TA E NOTES GRAPHICS LEGEND - PARTIAL DETAIL # DRAWING SECTION # SECOND FLOOR --- INTERIOR ELEVATION DETAIL #' DRAWING # 3882 NOTES AR 98560 COVERED ENTRY i DETAIL CA DETAIL # DRAWING # DETAIL '# # BALCONY LAYOUT -DRAWING j` L�IeG�GI CEILING EIGHT CHANGE �o } a� f s r `k CENTER LINE 2.18 , FIRST FLOOR PLAN SPANISH TILE ?A3.18 ELEVATION N MARKER A3.N FLOOR PLAN NOTES, SCHEDULES, T HED ` LES & DETAILS SHAKE SIDING U) SLAB RECESS E I ° SDING 0 IFRONT & SIDE ELEVATIONS BEARING EA G WALL A5.1.i8 REAR &SIDE ELEVATION, & ROOF SLOPE PLAN BRICK A5.2.18 INTERIC NON B R WALL ARING 0 o _ STUCCO FINISH BUILDING M M CU SONRY ALL W A7.18 BUILDING SECTIONS EARTH CL d GABLE ND WALL D IFF UT INSULATION ` EE FRAME KNEEWALL M2: ' - - DECORATIVE STONE DC . ...::...::......: DR0PP D.S0FFIT -PRE-CAST LINTS HEADER DESIGN CRITERIA TWO STORY. FIRST FLOOR FRA E r; µ- SINGEE FAMILY L RE SIDENCE, GROUP R3 SECOND FLOOR - FRAME EN `' BUILDING TYPE. V - B W m W RISK CATEGORY.. II DESIGN -BASED ON FLORIDA BUI N -DING CODE I NBASED ON . WIND DESG S ASCE71 0 5TH EDITION 2014 D7 S-fAN RD NOTES & DETAILS F B. 5TH EDITION ...2014 RES I C 5 `ENTIAL _ - ULTIMATE DESIG N WIND SPEE D - 1 0 MPH 3 F.B.0. 5TH -EDITION (2014) MECI IANICAL NOMINAL DESIGNN WIND SPEED 101 MPH PL F.B.C. 5TH EDITION(2014), U IEXPOSURE: :BIN G U . B .. CONSERVATION ..RES C OEF.. 11 +.1 -.1 8 VIE.. F.B. .5TH EDITION 2014 FUEL C ----.----PRESSURE G AS R R WIND W DOORS SEE FLOOR FOR 0 S PLAN -FOR ACTUAL PRESSURES:SURES.F.B.C. IAL 5TH EDITION 2014 A C SSIBILITY NATIONAL ELECTRIC CODE 2011 NFPA 70 FEMA RULES & REGULATIONS N.F.P.A.101201 4 VER ASCE 7.-:.10.. MINIMUM DESIGN LOADS C THIS DRAWING AND C AND ESIGN IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED SEALED 0 R WHILE CURRENT CODE IS VALID SQUARE FOOTAGE TA E NOTES .AREA CALCULATIONS s. F. FIRST FLOOR 3 SECOND FLOOR 10 TOTAL LIVING AREA 3882 NOTES AR 98560 COVERED ENTRY COVERED LANAI 126 GARAGE(s) permitW BALCONY LAYOUT COVERED PORTICO 48 TOTAL 4865 LIST OF DRAWINGS z zz 0 o cn z AR 96730 CLASSIC ELEVATION Cl OVER SHEET - Index of Drawings C s 9 O GN1 IGENERAL NOTES AR 98560 LAYOUT 0f:f A permitW A1.18 ISLAB LAYOUT 0 zIlia ¢ A1:N "NOTES, , SCHEDULES & DETAILS �o } a� f s FLOOR rn,o 2.18 , FIRST FLOOR PLAN ?A3.18 SECOND FLOOR PLAN A3.N FLOOR PLAN NOTES, SCHEDULES, T HED ` LES & DETAILS Lu _ w z U) E LEVATI u) N>' 1 a� A5.18 IFRONT & SIDE ELEVATIONS W LL Z A5.1.i8 REAR &SIDE ELEVATION, & ROOF SLOPE PLAN A5.2.18 EXTERIOR ELEVATION DETAILS 0 o W LI_. zO W BUILDING J A7.18 BUILDING SECTIONS CL d a O a� 0 Q 0 a DG DC W W CL D IFF UT Lu (j) .. 1.18 FIRST FLOOR DIFFUSER LAYOUT' M2: ' CON FLO OR DIFUSSER LAYOUT 5E D 0 Eos -1,7LA OUT E1,18 FIRST�F WOR ELECTRI AL LAYOUT: L E E2.18 SECOND'_FCOOR ELECTRICAL LAYOUT EN `' LECTRIC AL NOTES & SCHEDULES W m W J 0 d- T L A D3` .. STANDAR " NOTES `& TAILS D D E rn N D7 S-fAN RD NOTES & DETAILS D8 STANDARD D NOTE R S & DETAILS �..LJ ,.Lu W HOUSE ELtVATION ABBREVIATIONS ABBR. -FULL NAME ELEV.'CODE MAN. MANOR 7-1 03 WIL: WILLIAMSBURGURG 0 708PROVIN PRO. IAL CHA. CHATEAU 09 VER VERSAILLES 1 10 CLA. CLASSIC a-1> Lu 18 MED. MEDITERRANEAN 1 9 TRA, TRADITIONAL 20 COU. COUNTRY MANOR 21 HER, HERITAGE 22 CMN. CIMMARON 28 MSN. 4 MISSION 30 C FT. CRAFTSMAN S 3 1 SCL. SPANISH COLONIAL 32 BOR. BORDEAUX 33 BRO. BROUGHAM C> w U � Q' 39 REN. RENAISSANCE 40 VIE. VIENNA U 41 TUS. TUSCAN 44 CLS. CALAIS 46 ITV. ITALIAN VILLA 58 PBC. PALM BEACH 80 CRB. CARIBBEAN 81 CST. COASTAL 82 1—� Lu z oc ct n z I z zz 0 o cn z AR 96730 Javier Hernandez AIA O 1pCl- AR 98560 San -Yub Lee PE 9 , 0f:f A permitW 72328 0 zIlia ¢ �o } a� f s rn,o J r -I 00 Lu _ w z U) Zto u) N>' 1 a� W LL Z U"' �r CL c0N, W 0 o W LI_. zO W J CL d a O a� 0 Q 0 a DG DC W W CL Lu (j) L c � m Q000 00 0 Eos _j_ E O N 1 W m W J 0 d- C �' a 0 rn N I O z W f - O _ H O h �..LJ ,.Lu W r I W oc 0 Ca W z J v �--a tZW W 7-1 rig-? J z J U- J O O LL t I J SERIAL NUMBER 1014.0 1 1 1 � 1 a-1> Lu Lu LLj Ul LU LuQLu U H J cn cn Q O 1— C> w U � Q' U ULu U Q 3 1 Lu m ua N O W o 1—� Lu z oc ct n z cc M oG W O 1 0 ,-1 Lu Q Lu Lu Ln r\ O 910 I z zz 0 o cn z IrY O 1pCl- .� z 0 z 0 z 0 0f:f A permitW 0 zIlia ¢ �o } a� f s ct Lu z �-.. O � Lu _ w z W LL Z W W LI_. zO W I, it Q 0 a DG DC W W CL rr cl1 V h" W Z O F– z W m W C �' I O z W f - O _ H O �..LJ ,.Lu W r I W oc 0 Ca W z J v �--a tZW W Lu O V rig-? J z J U- J O O LL t I J SERIAL NUMBER 1014.0 1 091 El U_ C> . - O oz zo z cn O = LU to U Q CK oc z M Owe u. O w ~ a z w ¢ Uj F 0 w ~ r 0 0 Q ? O LU J US Z O W C) 0 LU Q 0�z LU 25 V LULU p UU)< LU O cc c w, °C z a LU z LULU z 0 00J_ i--za = 0 p ac w L w OMJ U C2 wO U) ¢ V GG p_ O 0 0 Q� LU oC -mow V LL- m z cr z p vio _M Oz w m ¢ J J O � ¢ 1-0 = U_ w cn O 0 1— V O �cn� w ¢ 0 M 0oC �'� aOz LU m U I= - OU) OwzU) W Z m m w J � w ¢ 0 z = 0 LJJ U) (1) LU O U) LU V oc<�v, ¢ a m (D ce LU z O:>'� O F— w, _ ¢¢ z V DC U) 0M:Ui U) U-1 =LrjUo F- z LU � a m�cLz 0 ¢ w 0 LU -:> V zz=v LU &--I J Q W U) w = z wMcnz0 _U) 22-< L Lu OLu 0 i w = Q 0 DG o w � U) w H Z 00 w = O U)z�" z O z �zC) z a •U)O, 0 z O Q^�< U) 1—aw¢ z � ED t-- >- M� O Z ED U_ < Z V w O �W _ V)pCW ¢ LU ~ z 0 vj ,LU Uj oz= ¢Fj w w oo w 0 z J �0�� O ¢ v i- 0 - B57 OF W DESIGN ON THIS . OWNING COMPLIES WIN TNEARLICAM MINIMUM MING - _ CODE IN EFFEa AS OF DATE OF allMCATION BELOW. - GENERALNOTES DOORS & WINDOWS PLUMBING NOTES ALL BEDROOMS REQUIRE AN OUTSIDE D WIN OW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE N ARE DESIGNED THESE`PLA SIN ACCORDANCE WITH THE FLORIDA BUILDING CODE. PLUMBING AND 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE RG USE OF TOOLS AND PROVIDING U 0 IDTNG A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH 24 INCHESIN- RESIDENTIAL AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING D IT COMPONENT PARTS n , Q A 5 N HEIGHT .& 5.7 S FT. INAREA. THE `BOTTOM OF THE OPENING' SHALL NOT BE MORE THAN 44 OFF F THE �� ALL HOSE BIBS SHALL BE FURNISHED W BACK FLOW PREVENTERS AN FLOOR N LO E S .DBE MOUNTED 26 ABOVE 00 O PART OF THE OPERATING MECHANISM L P DURING ERECTION. THIS INCLUDES,_BUT IS NOT LIMITED T THE ADDITION OF G S SHALL BE LACED HIGHER 54 A.F.F _ WINDOWS GREATER THAN 7 ,� GRADE. _ E 2 ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL NEIGH E N T o WHATEVER TEMPORARY BRACING GUYS OR TIE DOWNS MA BE NECESSARY. GREATER THAN 24 OR PROVIDE AN APPROVED RO FALL. PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, P 0 UES, P I ING, EQUIPMENT, <ETC.. _ THE .OPERATING MECHANISMS FOR SINGLE :HUNG WINDOWS SHALL BEAT0 R NEAR THE SILL SHOWER HEAD WINDOWS INDICATED WITH E OR EGRESS MUST BE MANUFACTURED TO CONFORM TO THE BLDG. ` ( ( CODE W RE ) )) HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL E 7 - SPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N:F.P.A. 101 CHAPTER 24. A B 4 / Q 0 1 0 HEIG SHOWER HT F H WER H 6- HEAD AT SECONDARY BATH SHALL BE ALL GLASS WITHIN 24 INCHES OF ANY DOOR SLIDING GLASS DOORS ALL GLAZING AT TUB AND 'SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FB C 2411.1.2. GENERAL NOTES 4 69 STRUCTURAL DESIGN RITERIA ALL WO '' RK SHALL BE PERFORMED INACCORDANCE WITH ALL CODES RULES REGULATIONS AND SINGLE SWING EXTERIOR DOORS CONNECTING LIMN A GARAGE TO HA G G AREAS LL BE EQUIPPED WITH Q RESTRICTIONS HAVING JURISDICTION . ROOF. 20 PSF REDUCIBLE ON THIS PROJECT. LIVE LOADS. (REDUCIBLE) SOLID WOOD DOORS NOT LESS THAN 1 s INCHES 35 MM) THICKNESS,SOLID R.HONEYCOMB CORE FLOOR UNLESS OTHERWISE INDICATED 40 PSF 3 NT . CO RACT R SHALL VERIFY ALL DIM STEEL D00 T 0 L ENSIGNS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE " RS NO LESS THAN 1 INCHES' 35 MM THICK OR 2 MIN 40 PSF /s 0 UTE FIRE RATED DOORS. NOTIFIED OF ANY DEVIATION FROM THE PLANS BALCONIES DECKS PRIQR TO CONSTRUCTION. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING TO FIT WINDOW OR DOOR SIZES PRESSURE 40 PSF Q Ovan G. Drummond AIA STAIRS n n n S S TREATED 2x8 STUDS MAY S U S M BE :SECURED TO THE MASONRY WITH 4 D x 1/ IA. 3 1/2" TAPCON SCREWS 6 DRAWINGS SHALL NOT BE SCALED. ATTR WITHOUT STORAGE 10 PSF n AR 96399 C U FROM EACH END AND 12 C C. ADDITIONAL` FRAMING MEMBERS SHALL $E NAILED TO PRIG D' / R STD WJ n - Manuel Gonzalez, ez AIA 20 PSF INSTALL SOFFITS PER FBCR` R703 1.3 AND , E 2 ROWS OF 10d NAILS AT 10 C G. .616. ATTIC WITH STORAGE O / 7 HABITABLE ATTICS 30 PSF 6 30 SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS AS REQUIRED). ( Q ) AR 9 SLEEPING ROOMS 30 PSF WIND BORNE DEBRIS REGION Sang Yub Lee, PE 7 EXTERIOROPENINGSIN WIND BORNE 2328 3000 PSI OR E DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE CONCRETE UNLESS OTHERWISE INDICATE - CONCRETE SHALL BE PROTECTED WITH WINDOWS DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI DADS OR ROD APPROVAL STRENGTH: FLORIDAA PRODUCT L NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE LU MINIMUM 2 DAYS U REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE @ 8 Q o, rn' APPROVEDL.L NOA AND THE CONSTRUCTION DOCUMENTS, T CTIO OCU ENTS, HE MOST RESTRICTIVE REQUIREMENT SHALL REINFORCING. WELDED WIRE FABRIC.. SHALL CONFORM T ASTM A185 Q w O _ 01 PREVAIL AND THE ARCHITECT OF RECORD SHALL: BE NOTIFIED. .,j op ALL REINFORCING BARS ASTM A615-60 60,000 PSI t'D NLn ALL STIRRUPS "AND TIES ASTM A615-60 60,000 PSI L �--'4-J r GYPSUM WALLBOARD..: ._06 POLYPROPYLENE FIBERS FOR SLABS ON GRADE 'MINIMUM 1 LB f �r .5 S.0 n n n LU PROVIDE 1 2 N0 SAG GYP. BOARD / 0 RD ON ALL CEILINGS. PROVIDE 5/8" TYPE X GYP. BOARD ON ALL >. FIBERS PER CUBIC YARD / (n N GARAGE CEILINGS WHERE HABITABLEP L S ACE EXTSTS ABOVE. GARAGE. SHALL BE SEPARATED FROM THE rn N _ n n CONCRETE ASTM 1 STANDARD WEIGHT m 1500 PSI MORTAR TYPES 1800 PSI ST C90 0 , RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1 2 GYP. BOARD APPLIED TO THE Q. / E GARAGE SIDE. > o cn 00 MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS HASONRY INSPECTION IS REQUIRED I` . Nd" UNITS. DURING CONSTRUCTION U HARDIE BACKER T BE ED .,j cn 0 USED AT ALL SHOWER AND TUB LOCATIONS UP TO 8 ABOVE FINISHED FLOOR. .......< w J STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS ST EL A36 36,000 PSI U.N.O SHOP AND FIELD me _ �., ENCLOSED ACCESSIBLE P ca ACC SS E S ACE UNDER STAIRS SHALL HAVE UNDER -STAIR R STEEL. WELDS. f70XX' ELECTRODES ALL BOLTS C ST IN CONCRETE. ASTM OR ASTM A-307 _ LLS UN R STAI SURFACE AND ANY 0- SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. / � O p a v ` O WOOD BEAMS RAFTERS ]OISTPLATES.o U.N.O.U.N:O. N0.2 SOUTHERN YELLOW PINE 19 M.C. FRAMING. ROOF DECK: PLYWOOD D C L C EXTERIOR, or OSBLU Ln c 00 ca m l r r � N�Lf) O FLOOR SHEATHING.,: T&G A C GROUP 1 APA RATED 48 24 I-- ( / ) GLASS BLOCK E ao O , ,� WALLSHEATHING: PLYWOOD C C C D EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH.: TYPES 1800 psi AT 20 DAYS N _ EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. 0 L VERSA LAM BEAM. Fb 2900 PSI 2.0E ¢ ( J V : GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS.n WOOD COLUMNS, PARALLAM'2.OE U.N.O.0,� 9.0 c WOOD ROOF DESIGN LOADS. SHINGLE RODE. TILE ROOF.. BUILDING IDENTIFICATION <rn TRUSSES. 20 PSF 20 PSF :APPROVE NUMBERS OR AD B P N TOP CHORD LIVE. LOAD. D UM S .DRESSES E LACED ON ALL NEW AND. EXISTING BUILDINGS IN .SUCH 1J POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR FRONTING TOP CHORD DEAD LOAD. 10 PSF 20 PSF 4. 0 S E 0 ROAD FRON I G THE n n PROPERTY. SAID NUMBERS SHALL BE A MININUM F 4 TALL AND 1 2 THICK D NTRA TWIT 0 / CK AN CO S H . THEIR BACKGROUND. BOTTOM CHORD DEAD LOAD. 10 PSF 1 PSF 0 , TOTAL: 40 PSF 50 PSF STUCCO WIND UPLIFT RESISTANCE. 10 PSF 10 PSF' ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT .STUCCO F GH R PA _ SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HI IB PER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL .� ; UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. _ CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. WOOD FLOORDESIGN LOADS LU , DEAD OU TRUSSES. TDOOR KITCHENS ;. AD 20 PSF - ALL CONSTRUCTI N WITHIN 24 F XT _ L 0 PSfUj 0 0 EXTERIOR GRILLS AND COOK TOPS SHALL BE NON COMBUSTIBLE _ LIVE LOAD LIGHT LU CMU G T STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE a TOTAL. 60 PSF FBC RESIDENTIAL SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR cn GRILLS OR, COOKTOPS. CHORAGE ` FOUNDATION SITE PREPARATION: _ METAL AND WIRE LATH: .,; 1 T . ALL METAL LATH SHALL LL BE LAPPED 1 INCH MINIMUM. LIU _ �........ 1 FOOTINGS WERE DESIGNED FOR AN ALLOWABLE S ILBEARING PRESSURE OF 2,500 PSF XCAVATIONS AND SLAB UBGRADE- HALL BE COM ACED TO A DRY DENSITY 2. ALL A TTACHM ENT FOR R SEC' RING METAL LATH,- WIRE LATH AND WIRE FA BRIC TO `SUPPORTS SHALLLU �FOOTI G ETBE NOTMORE>THAN 6INCHES APART, AND SIDE LAPS SHALL SECURED TOSUPPORTS AND BE ` 0 e 'TIED BETWEEN JPPORTS AT ` NOT . OF AT LEAST 98 /o OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY .DETERMINED IN , E N 0 EXCEED 9 INCHES INTERVALS. ACCORDANCE WITH ASTM D-1557. TR T L F R TERMITE'PROTECTION. Q is Q C STEA ALL SOI 03. METIAND IRE LATH SHA L L BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THEE DIVALENT �C Q \. 3 g OF 4D � � GAL. NI ED. _ BL OM OR UEC ..MON NAILS DRIVEN VEN TO A PENETRATION T LEA A _ 0 A ST INCH AND Z 2: THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEERMETAL � BENT OVER ENGAGE NOT LESS THAN THREE STRAND F LATH:.N � Z S 0 A D WIRE LATH SHALL BE V ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL W00 TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION E FORTS. LOCATIONS _ D SUPPORTS WITH THEE DIVALENT OF NO. A � 11 GAUGE, BARBED, ED .GALVANIZED OR BLUED NAILS 1 INCHES LONG Uj FAILING TO MEET THE GEOTECHNICAL ENGINEER S REQUIREMENTS SHALL BE RECOMPACTED C S 0 G HAVING A HEAD NOT LESS THAN 3 INCH IN ' 0 LU AND RETESTED AT THE CONTRACTOR'S EXPENSE AND AS DIRECTED BY THE ENGINEER. /s DIAMETER. MIRRORS,,-" 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARINGCAPACITY,AND THAT THE -:, MIRRORS LLBE ANCHORED SI#A. TO STUDS WHEN IN EXCESS OF 9 S.F. COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MAD BY THE GEOTECH. ENGINEER. �t, H.V.A.C. NOTES THESE PLANS ARE DESIGNED S GNED INC RDAN E W AC 0 C ITN THE .FLORIDA BUILDING CODE. TERMITE SPECIFICATIONS. MECHANICAL RESIDENTIAL AND ENERGY CONSERVATION 1d_ ,-1 _ MOUNT ALL THERMOSTATS AT +4 0 ABOVE FLOOR. w SECTION 8318 PROTECTION AGAINST TERMITES� LU cv TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDESr'INCLUDING SOIL APPLIED J , ALL INT A ERIOR &:EXTERIOR MOUNTED H.V.A.C. EQUIPMENT BE SECURELY FA STENED _ IN PLACE W R R V PESTICIDES BAITING SYSTEMS AND PESTICIDES APPIIE TO WOOD, 0 OTHER APPROVED METHODS WHERE SHOWN ON THE DRAWINGS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. F A PREVENTIVE:REATMENT T EWCONSTRUCTION Q � cn o OF TERMITE PROTECTION LABELED OR USET 0 � SEE ( CONT RACTOR SHALL PROVIDE, SHOP DRAWING ' 2 2 REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE SOF ALL OF THE ABOVE. FOR APPROVAL.. SECTION 0 , PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE'SHALL BE ISSUED TO THE BUILDING ELECTRICAL NOTES DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY HAT CONTAINS THE FOLLOWING STATEMENT.co CD THE DW GS. ARE DIAGRAMMATIC- & INDT E GENERAL CAT THE G ERA ARRANGEMENT OF THE ELECTRICAL WORK, LU "THE BUILDING RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN r TH U ING HAS C ANY DISCREPANCIES ANCIES ON THE DOCUMENTS C MENT 'HALL E T TERMITES. TREATMENT IS IN ACCORDANCE WITH RULESAND LAWS ESTABLISHED BY THE FLORIDALU U S S B CALLED 0 THE ARCHITECTS ATTENTION PRIOR` TO THE COMMENCEMENT OF W ORK DO NOT SCALE ELECTRICAL DRAWINGS. L€ LU f DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES," n. N ALL WORK SHALL,BE DONE IN ACCORDANCE. WITH THE LATEST EDITION OF THE NATIONAL NOTE.... ELECTRICAL. CODE &ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. METHOD OF TREATMENT SHALL BE APPROVED BY TH E GOVERNING JURISDICTION "LIQUID_,BOR ATEGROUND-FAULT CIRC UIT PROTECTIONr ALL 1200 SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED ILED ORBORA-CARE" PRODUCT METHODS MUST BE DETE IMINED AT PERMIT STAGE AND PRODUCT OUTDOORS INATHR M B 00 S &GARAGES SHALL HAVEC FI CIRCUIT BREAKERS OR RECEPTACLES. APPROVAL DATA MUST BE ON FILE WITH THE BUILD NG DEPARTMENT. G SMOKE AND CARBON MONOXIDE DETECTORS HAL S S L BE HARD WIRED 1 PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED W 10 VOLT TYPE) TO 2 U S H KITCHEN 0 BATHROOM LIGHTING CIRCUIT AND HA S CR NOT PORTIONS OF WOOD AREQ `RE UIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NON -SWITCHABLE SHALL NO .CONNECTED TO THE LOAD SIDE OF A GRO UND FAULT CIRCUIT ' INTE RRUPT ER. SMOKE AND CAR BON MONOXIDE OPTIONAL BORATE APPLIED TO ALL FRAMEMEMBERS WITHIN 24n A.F.F. DETECTORS SHALL BE PROVIDED WNI IB E nPOWER ON INDICATOR" AND A TEST BUTTON WITH Q BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS. MUST BE INTERCONNECTED. , ', n n ALL ELE RI L, WIT CT CAS CHES SHALL BE 4 A.F.F. NLE _. 8 U SS OTHERWISE NOTED AND A MIN. OF 6 FROM EDGE OF OPENINGS. S ALL WALL REE ALE C PT C S SHALL BE 12" A.F.F. UNLESS 0 OTHERWISE NOTED. S ALL HABI.TABLE AREAS MUST BE CIRCUITED'WITH AN ARC FAULT INTERRUPTER PER NEC 210.12 CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. Q VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT UIPMENT MANUFACTURER SPECIFICATIONS. ALL EXTERIOR OUTLETS ARE: TO BE A Z MINIMUM OF 30" A.F:F. IN EVERY KITCHEN, FAMILY ROOM, DINING R00Mr' LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM r BEDROOM� RECREATION ROOM,BATHROOM, GARAGE, BASEMENT,LAUNDRY AND OUTDOOR OOR AREAr ALL 125 -VOLT 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. THERE ARE NO EXCEPTIONS. W V W I � ZLU 01 Q J c3r- W L--- LUtZi Z w caLU W LU SERIAL Q NUMBER 1014:1' m I s CM; 091 El U_ C> . - O oz zo z cn O = LU to U Q CK oc z M Owe u. O w ~ a z w ¢ Uj F 0 w ~ r 0 0 Q ? O LU J US Z O W C) 0 LU Q 0�z LU 25 V LULU p UU)< LU O cc c w, °C z a LU z LULU z 0 00J_ i--za = 0 p ac w L w OMJ U C2 wO U) ¢ V GG p_ O 0 0 Q� LU oC -mow V LL- m z cr z p vio _M Oz w m ¢ J J O � ¢ 1-0 = U_ w cn O 0 1— V O �cn� w ¢ 0 M 0oC �'� aOz LU m U I= - OU) OwzU) W Z m m w J � w ¢ 0 z = 0 LJJ U) (1) LU O U) LU V oc<�v, ¢ a m (D ce LU z O:>'� O F— w, _ ¢¢ z V DC U) 0M:Ui U) U-1 =LrjUo F- z LU � a m�cLz 0 ¢ w 0 LU -:> V zz=v LU &--I J Q W U) w = z wMcnz0 _U) 22-< L Lu OLu 0 i w = Q 0 DG o w � U) w H Z 00 w = O U)z�" z O z �zC) z a •U)O, 0 z O Q^�< U) 1—aw¢ z � ED t-- >- M� O Z ED U_ < Z V w O �W _ V)pCW ¢ LU ~ z 0 vj ,LU Uj oz= ¢Fj w w oo w 0 z J �0�� O ¢ v i- 0 - B57 OF W DESIGN ON THIS . OWNING COMPLIES WIN TNEARLICAM MINIMUM MING - _ CODE IN EFFEa AS OF DATE OF allMCATION BELOW. - GENERALNOTES DOORS & WINDOWS PLUMBING NOTES ALL BEDROOMS REQUIRE AN OUTSIDE D WIN OW OR DOOR OPERABLE FROM THE INSIDE WITHOUT THE N ARE DESIGNED THESE`PLA SIN ACCORDANCE WITH THE FLORIDA BUILDING CODE. PLUMBING AND 1. IT IS THE SUBCONTRACTORS SOLE RESPONSIBILITY TO DETERMINE ERECTION PROCEDURE RG USE OF TOOLS AND PROVIDING U 0 IDTNG A CLEAR OPENING OF NOT LESS THAN 20 INCHES WIDTH 24 INCHESIN- RESIDENTIAL AND SEQUENCE TO INSURE THE SAFETY OF THE BUILDING D IT COMPONENT PARTS n , Q A 5 N HEIGHT .& 5.7 S FT. INAREA. THE `BOTTOM OF THE OPENING' SHALL NOT BE MORE THAN 44 OFF F THE �� ALL HOSE BIBS SHALL BE FURNISHED W BACK FLOW PREVENTERS AN FLOOR N LO E S .DBE MOUNTED 26 ABOVE 00 O PART OF THE OPERATING MECHANISM L P DURING ERECTION. THIS INCLUDES,_BUT IS NOT LIMITED T THE ADDITION OF G S SHALL BE LACED HIGHER 54 A.F.F _ WINDOWS GREATER THAN 7 ,� GRADE. _ E 2 ABOVE FINISHED GRADE SHALL HAVE THE WINDOW SILL NEIGH E N T o WHATEVER TEMPORARY BRACING GUYS OR TIE DOWNS MA BE NECESSARY. GREATER THAN 24 OR PROVIDE AN APPROVED RO FALL. PREVENTION DEVICE PER R616.2. DRAWINGS ARE DIAGRAMMATIC. DO NOT SCALE FOR THE EXACT LOCATION OF FIXTURES, P 0 UES, P I ING, EQUIPMENT, <ETC.. _ THE .OPERATING MECHANISMS FOR SINGLE :HUNG WINDOWS SHALL BEAT0 R NEAR THE SILL SHOWER HEAD WINDOWS INDICATED WITH E OR EGRESS MUST BE MANUFACTURED TO CONFORM TO THE BLDG. ` ( ( CODE W RE ) )) HEIGHT OF SHOWER HEAD AT MASTER BATH SHALL E 7 - SPECT TO MIN. EMERGENCY EGRESS REQUIREMENTS PER N:F.P.A. 101 CHAPTER 24. A B 4 / Q 0 1 0 HEIG SHOWER HT F H WER H 6- HEAD AT SECONDARY BATH SHALL BE ALL GLASS WITHIN 24 INCHES OF ANY DOOR SLIDING GLASS DOORS ALL GLAZING AT TUB AND 'SHOWER ENCLOSURES AND WINDOWS LESS THAN 60" ABOVE STAIR LANDINGS OR TREADS SHALL BE TEMPERED SAFETY GLASS, SEE ADDITIONAL SAFETY GLAZING REQUIREMENTS PER 2014 FB C 2411.1.2. GENERAL NOTES 4 69 STRUCTURAL DESIGN RITERIA ALL WO '' RK SHALL BE PERFORMED INACCORDANCE WITH ALL CODES RULES REGULATIONS AND SINGLE SWING EXTERIOR DOORS CONNECTING LIMN A GARAGE TO HA G G AREAS LL BE EQUIPPED WITH Q RESTRICTIONS HAVING JURISDICTION . ROOF. 20 PSF REDUCIBLE ON THIS PROJECT. LIVE LOADS. (REDUCIBLE) SOLID WOOD DOORS NOT LESS THAN 1 s INCHES 35 MM) THICKNESS,SOLID R.HONEYCOMB CORE FLOOR UNLESS OTHERWISE INDICATED 40 PSF 3 NT . CO RACT R SHALL VERIFY ALL DIM STEEL D00 T 0 L ENSIGNS PRIOR TO CONSTRUCTION. THE ARCHITECT SHALL BE " RS NO LESS THAN 1 INCHES' 35 MM THICK OR 2 MIN 40 PSF /s 0 UTE FIRE RATED DOORS. NOTIFIED OF ANY DEVIATION FROM THE PLANS BALCONIES DECKS PRIQR TO CONSTRUCTION. WHERE MASONRY OPENINGS REQUIRE WOOD FRAMING TO FIT WINDOW OR DOOR SIZES PRESSURE 40 PSF Q Ovan G. Drummond AIA STAIRS n n n S S TREATED 2x8 STUDS MAY S U S M BE :SECURED TO THE MASONRY WITH 4 D x 1/ IA. 3 1/2" TAPCON SCREWS 6 DRAWINGS SHALL NOT BE SCALED. ATTR WITHOUT STORAGE 10 PSF n AR 96399 C U FROM EACH END AND 12 C C. ADDITIONAL` FRAMING MEMBERS SHALL $E NAILED TO PRIG D' / R STD WJ n - Manuel Gonzalez, ez AIA 20 PSF INSTALL SOFFITS PER FBCR` R703 1.3 AND , E 2 ROWS OF 10d NAILS AT 10 C G. .616. ATTIC WITH STORAGE O / 7 HABITABLE ATTICS 30 PSF 6 30 SEE ROOF SLOPE PLAN FOR STANDARD GUTTER LOCATIONS AS REQUIRED). ( Q ) AR 9 SLEEPING ROOMS 30 PSF WIND BORNE DEBRIS REGION Sang Yub Lee, PE 7 EXTERIOROPENINGSIN WIND BORNE 2328 3000 PSI OR E DEBRIS REGIONS AS DEFINED BY THE FLORIDA BUILDING CODE CONCRETE UNLESS OTHERWISE INDICATE - CONCRETE SHALL BE PROTECTED WITH WINDOWS DOORS OR SHUTTERS WHICH HAVE RECEIVED A MIAMI DADS OR ROD APPROVAL STRENGTH: FLORIDAA PRODUCT L NOTICE OF ACCEPTANCE (NOA). THE NOA SHALL DEFINE THE LU MINIMUM 2 DAYS U REQUIREMENTS FOR CODE COMPLIANCE. IN AN EVENT OF A CONFLICT BETWEEN THE @ 8 Q o, rn' APPROVEDL.L NOA AND THE CONSTRUCTION DOCUMENTS, T CTIO OCU ENTS, HE MOST RESTRICTIVE REQUIREMENT SHALL REINFORCING. WELDED WIRE FABRIC.. SHALL CONFORM T ASTM A185 Q w O _ 01 PREVAIL AND THE ARCHITECT OF RECORD SHALL: BE NOTIFIED. .,j op ALL REINFORCING BARS ASTM A615-60 60,000 PSI t'D NLn ALL STIRRUPS "AND TIES ASTM A615-60 60,000 PSI L �--'4-J r GYPSUM WALLBOARD..: ._06 POLYPROPYLENE FIBERS FOR SLABS ON GRADE 'MINIMUM 1 LB f �r .5 S.0 n n n LU PROVIDE 1 2 N0 SAG GYP. BOARD / 0 RD ON ALL CEILINGS. PROVIDE 5/8" TYPE X GYP. BOARD ON ALL >. FIBERS PER CUBIC YARD / (n N GARAGE CEILINGS WHERE HABITABLEP L S ACE EXTSTS ABOVE. GARAGE. SHALL BE SEPARATED FROM THE rn N _ n n CONCRETE ASTM 1 STANDARD WEIGHT m 1500 PSI MORTAR TYPES 1800 PSI ST C90 0 , RESIDENCE AND ITS ATTIC AREA BY NO LESS THAN 1 2 GYP. BOARD APPLIED TO THE Q. / E GARAGE SIDE. > o cn 00 MASONRY CONCRETE GROUT 3000 PSI CONTINUOUS HASONRY INSPECTION IS REQUIRED I` . Nd" UNITS. DURING CONSTRUCTION U HARDIE BACKER T BE ED .,j cn 0 USED AT ALL SHOWER AND TUB LOCATIONS UP TO 8 ABOVE FINISHED FLOOR. .......< w J STRUCTURAL ALL STRUCTURAL AND MISCELLANEOUS ST EL A36 36,000 PSI U.N.O SHOP AND FIELD me _ �., ENCLOSED ACCESSIBLE P ca ACC SS E S ACE UNDER STAIRS SHALL HAVE UNDER -STAIR R STEEL. WELDS. f70XX' ELECTRODES ALL BOLTS C ST IN CONCRETE. ASTM OR ASTM A-307 _ LLS UN R STAI SURFACE AND ANY 0- SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" INCH GYPSUM BOARD. / � O p a v ` O WOOD BEAMS RAFTERS ]OISTPLATES.o U.N.O.U.N:O. N0.2 SOUTHERN YELLOW PINE 19 M.C. FRAMING. ROOF DECK: PLYWOOD D C L C EXTERIOR, or OSBLU Ln c 00 ca m l r r � N�Lf) O FLOOR SHEATHING.,: T&G A C GROUP 1 APA RATED 48 24 I-- ( / ) GLASS BLOCK E ao O , ,� WALLSHEATHING: PLYWOOD C C C D EXTERIOR OR OSB MORTAR TO HAVE COMPRESSIVE STRENGTH.: TYPES 1800 psi AT 20 DAYS N _ EXPANSION STRIPS TO BE PLACED PER MFG. SPECS. 0 L VERSA LAM BEAM. Fb 2900 PSI 2.0E ¢ ( J V : GLASS BLOCK SHALL BE INSTALLED AS SPECIFIED BY MANUFACTURERS SPECIFICATIONS.n WOOD COLUMNS, PARALLAM'2.OE U.N.O.0,� 9.0 c WOOD ROOF DESIGN LOADS. SHINGLE RODE. TILE ROOF.. BUILDING IDENTIFICATION <rn TRUSSES. 20 PSF 20 PSF :APPROVE NUMBERS OR AD B P N TOP CHORD LIVE. LOAD. D UM S .DRESSES E LACED ON ALL NEW AND. EXISTING BUILDINGS IN .SUCH 1J POSITION AS TO BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR FRONTING TOP CHORD DEAD LOAD. 10 PSF 20 PSF 4. 0 S E 0 ROAD FRON I G THE n n PROPERTY. SAID NUMBERS SHALL BE A MININUM F 4 TALL AND 1 2 THICK D NTRA TWIT 0 / CK AN CO S H . THEIR BACKGROUND. BOTTOM CHORD DEAD LOAD. 10 PSF 1 PSF 0 , TOTAL: 40 PSF 50 PSF STUCCO WIND UPLIFT RESISTANCE. 10 PSF 10 PSF' ALL EXTERIOR CEILINGS EXPOSED TO WIND FORCES SHALL BE 7/8" THREE COAT .STUCCO F GH R PA _ SEE DRAWINGS FOR SPECIAL CONCENTRATED LOADS. DESIGN FOR NEW WIND FINISH OVER HI IB PER BACK METAL LATH OR VINYL PANEL OVER STRUCTURAL .� ; UPLIFT AS PER SPECIFIED CODES, DEDUCTING A MAXIMUM OF 5 P.S.F. DEAD PLYWOOD PANELS. LOAD, BUT NOT EXCEEDING ACTUAL DEAD LOAD. _ CONTRACTOR TO INSTALL STUCCO CONTROL JOINTS PER INDUSTRY STANDARDS. WOOD FLOORDESIGN LOADS LU , DEAD OU TRUSSES. TDOOR KITCHENS ;. AD 20 PSF - ALL CONSTRUCTI N WITHIN 24 F XT _ L 0 PSfUj 0 0 EXTERIOR GRILLS AND COOK TOPS SHALL BE NON COMBUSTIBLE _ LIVE LOAD LIGHT LU CMU G T STEEL GAUGE FRAMING OR OTHER MATERIAL DETERMINED AS NON-COMBUSTIBLE BY THE a TOTAL. 60 PSF FBC RESIDENTIAL SHALL BE USED IN THE CONSTRUCTION OF PRIVACY WALLS ABUTTING EXTERIOR cn GRILLS OR, COOKTOPS. CHORAGE ` FOUNDATION SITE PREPARATION: _ METAL AND WIRE LATH: .,; 1 T . ALL METAL LATH SHALL LL BE LAPPED 1 INCH MINIMUM. LIU _ �........ 1 FOOTINGS WERE DESIGNED FOR AN ALLOWABLE S ILBEARING PRESSURE OF 2,500 PSF XCAVATIONS AND SLAB UBGRADE- HALL BE COM ACED TO A DRY DENSITY 2. ALL A TTACHM ENT FOR R SEC' RING METAL LATH,- WIRE LATH AND WIRE FA BRIC TO `SUPPORTS SHALLLU �FOOTI G ETBE NOTMORE>THAN 6INCHES APART, AND SIDE LAPS SHALL SECURED TOSUPPORTS AND BE ` 0 e 'TIED BETWEEN JPPORTS AT ` NOT . OF AT LEAST 98 /o OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY .DETERMINED IN , E N 0 EXCEED 9 INCHES INTERVALS. ACCORDANCE WITH ASTM D-1557. TR T L F R TERMITE'PROTECTION. Q is Q C STEA ALL SOI 03. METIAND IRE LATH SHA L L BE ATTACHED TO VERTICAL WOOD SUPPORTS WITH THEE DIVALENT �C Q \. 3 g OF 4D � � GAL. NI ED. _ BL OM OR UEC ..MON NAILS DRIVEN VEN TO A PENETRATION T LEA A _ 0 A ST INCH AND Z 2: THE OWNER SHALL RETAIN THE SERVICES OF AN INDEPENDENT GEOTECHNICAL ENGINEERMETAL � BENT OVER ENGAGE NOT LESS THAN THREE STRAND F LATH:.N � Z S 0 A D WIRE LATH SHALL BE V ATTACHED TO CEILING JOISTS OR OTHER HORIZONTAL W00 TO VERIFY SUCCESSFUL COMPLETION OF SITE PREPARATION E FORTS. LOCATIONS _ D SUPPORTS WITH THEE DIVALENT OF NO. A � 11 GAUGE, BARBED, ED .GALVANIZED OR BLUED NAILS 1 INCHES LONG Uj FAILING TO MEET THE GEOTECHNICAL ENGINEER S REQUIREMENTS SHALL BE RECOMPACTED C S 0 G HAVING A HEAD NOT LESS THAN 3 INCH IN ' 0 LU AND RETESTED AT THE CONTRACTOR'S EXPENSE AND AS DIRECTED BY THE ENGINEER. /s DIAMETER. MIRRORS,,-" 3. WRITTEN CERTIFICATION THAT THE MINIMUM DESIGN BEARINGCAPACITY,AND THAT THE -:, MIRRORS LLBE ANCHORED SI#A. TO STUDS WHEN IN EXCESS OF 9 S.F. COMPACTION REQUIREMENTS HAVE BEEN MET SHALL BE MAD BY THE GEOTECH. ENGINEER. �t, H.V.A.C. NOTES THESE PLANS ARE DESIGNED S GNED INC RDAN E W AC 0 C ITN THE .FLORIDA BUILDING CODE. TERMITE SPECIFICATIONS. MECHANICAL RESIDENTIAL AND ENERGY CONSERVATION 1d_ ,-1 _ MOUNT ALL THERMOSTATS AT +4 0 ABOVE FLOOR. w SECTION 8318 PROTECTION AGAINST TERMITES� LU cv TERMITE PROTECTION SHALL BE PROVIDED BY REGISTERED TERMITICIDESr'INCLUDING SOIL APPLIED J , ALL INT A ERIOR &:EXTERIOR MOUNTED H.V.A.C. EQUIPMENT BE SECURELY FA STENED _ IN PLACE W R R V PESTICIDES BAITING SYSTEMS AND PESTICIDES APPIIE TO WOOD, 0 OTHER APPROVED METHODS WHERE SHOWN ON THE DRAWINGS REQUIRED BY THE LOCAL BUILDING CODES. THE H.V.A.C. F A PREVENTIVE:REATMENT T EWCONSTRUCTION Q � cn o OF TERMITE PROTECTION LABELED OR USET 0 � SEE ( CONT RACTOR SHALL PROVIDE, SHOP DRAWING ' 2 2 REGISTERED TERMITICIDE). UPON COMPLETION OF THE APPLICATION OF THE TERMITE SOF ALL OF THE ABOVE. FOR APPROVAL.. SECTION 0 , PROTECTIVE TREATMENT, A CERTIFICATE OF COMPLIANCE'SHALL BE ISSUED TO THE BUILDING ELECTRICAL NOTES DEPARTMENT BY THE LICENSED PEST CONTROL COMPANY HAT CONTAINS THE FOLLOWING STATEMENT.co CD THE DW GS. ARE DIAGRAMMATIC- & INDT E GENERAL CAT THE G ERA ARRANGEMENT OF THE ELECTRICAL WORK, LU "THE BUILDING RECEIVED A COMPLETE TREATMENT FOR THE PREVENTION OF SUBTERRANEAN r TH U ING HAS C ANY DISCREPANCIES ANCIES ON THE DOCUMENTS C MENT 'HALL E T TERMITES. TREATMENT IS IN ACCORDANCE WITH RULESAND LAWS ESTABLISHED BY THE FLORIDALU U S S B CALLED 0 THE ARCHITECTS ATTENTION PRIOR` TO THE COMMENCEMENT OF W ORK DO NOT SCALE ELECTRICAL DRAWINGS. L€ LU f DEPARTMENT OF AGRICULTURE AND CONSUMER SERVICES," n. N ALL WORK SHALL,BE DONE IN ACCORDANCE. WITH THE LATEST EDITION OF THE NATIONAL NOTE.... ELECTRICAL. CODE &ALL CODES, REGULATIONS & RESTRICTIONS HAVING JURISDICTIONS. METHOD OF TREATMENT SHALL BE APPROVED BY TH E GOVERNING JURISDICTION "LIQUID_,BOR ATEGROUND-FAULT CIRC UIT PROTECTIONr ALL 1200 SINGLE PHASE, 15 & 20 AMP OUTLETS INSTALLED ILED ORBORA-CARE" PRODUCT METHODS MUST BE DETE IMINED AT PERMIT STAGE AND PRODUCT OUTDOORS INATHR M B 00 S &GARAGES SHALL HAVEC FI CIRCUIT BREAKERS OR RECEPTACLES. APPROVAL DATA MUST BE ON FILE WITH THE BUILD NG DEPARTMENT. G SMOKE AND CARBON MONOXIDE DETECTORS HAL S S L BE HARD WIRED 1 PRESSURE TREATED LUMBER THAT HAS BEEN CUT OR DRILLED THAT EXPOSES UNTREATED W 10 VOLT TYPE) TO 2 U S H KITCHEN 0 BATHROOM LIGHTING CIRCUIT AND HA S CR NOT PORTIONS OF WOOD AREQ `RE UIRED TO BE FIELD TREATED TO PREVENT INSECT INFESTATION. NON -SWITCHABLE SHALL NO .CONNECTED TO THE LOAD SIDE OF A GRO UND FAULT CIRCUIT ' INTE RRUPT ER. SMOKE AND CAR BON MONOXIDE OPTIONAL BORATE APPLIED TO ALL FRAMEMEMBERS WITHIN 24n A.F.F. DETECTORS SHALL BE PROVIDED WNI IB E nPOWER ON INDICATOR" AND A TEST BUTTON WITH Q BATTERY BACKUP SYSTEM. MULTIPLE DETECTORS. MUST BE INTERCONNECTED. , ', n n ALL ELE RI L, WIT CT CAS CHES SHALL BE 4 A.F.F. NLE _. 8 U SS OTHERWISE NOTED AND A MIN. OF 6 FROM EDGE OF OPENINGS. S ALL WALL REE ALE C PT C S SHALL BE 12" A.F.F. UNLESS 0 OTHERWISE NOTED. S ALL HABI.TABLE AREAS MUST BE CIRCUITED'WITH AN ARC FAULT INTERRUPTER PER NEC 210.12 CONTRACTOR SHALL VERIFY WITH THE LOCAL POWER COMPANY THE LOCATION OF SERVICE AND SHALL LOCATE METER AND PANEL AS REQUIRED. Q VERIFY ALL CONDUCTORS AND BREAKERS W/ EQUIPMENT UIPMENT MANUFACTURER SPECIFICATIONS. ALL EXTERIOR OUTLETS ARE: TO BE A Z MINIMUM OF 30" A.F:F. IN EVERY KITCHEN, FAMILY ROOM, DINING R00Mr' LIVING ROOM, PARLOR, LIBRARY, DEN, SUNROOM r BEDROOM� RECREATION ROOM,BATHROOM, GARAGE, BASEMENT,LAUNDRY AND OUTDOOR OOR AREAr ALL 125 -VOLT 15- AND 20- AMPERE RECEPTACLES SHALL BE LISTED TAMPER RESISTANT RECEPTACLES. THERE ARE NO EXCEPTIONS. W V W I � ZLU 01 Q J c3r- W L--- LUtZi Z w caLU W LU SERIAL Q NUMBER 1014:1' : To THE 55T OPHY KNOWLEDGF, INE MGN DMCMD ON INIS DRAWING C(INFMWITH THE AMICABLE MINIMUMMING .. I �7 Z t.L f r. r. i 0 GS A LINE TO r—r a 0 z HB FIREPLACE � z a. 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INDICATES DOOR OPENING TO THE '._TOF MY K WOG.SIGN DEPICtED - DRAWING CDMPUES WITH THE ARRICABIF MIN" MING - - - CODE IN ERECT AS OF DATE OFCERflWTIONBEI:OW. - December 12 2017 O B V A7.18 to a� I n ._ 75 -5 L _ CIO 0 - 10 4 14 10 a 41-511 45 10 , , _m i n r „- F-- , ,, 1_ 11 1_ 1 - _ _ _11-211_ - - 4 11 5 5 3 0 S 5 1.2......3 1 11-011 3 10 11 10 9 6 9 7 - 7 8 O I lid .0 _ - I LAT HEADER SEE _ I , F I � _ TYP. DECO COLUM ELEVATIONS FOR _ I I SEE ELEVATIONS DETAILS ILL z FOR DETAILS 0 I I L ► I` A LI o z GAS NE TO E HB E A f _ z A � O 10 O � o_ cn O FIREPLACE. _ --- z - .:... N N van , w �. ...:.._ ::.. rummon O _ :::. — — — — AR 96399 W oC d- ::: Manuel Gonzalez AIA - cx�N I I L 1 AR 96730 oC Z _ ... N _ I N _ I 1 Javier Hernandez AIA _J Ll1 1 W O ... /,0 O ... T p ---- -- I p POR ICO U_ _ 1 1 I1 AR 9$560 _ i I I I I _ r STUDY E - - FI EP C 10 -0 CLG. R LA In o F-- l _ _ .. n rI an Y Lee, PE r _ S ub e CL G. I 10.0 C G. 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MWBWG COMPUES WITH IHEAPPUCABLEMWIMUM ULDING ODDE IN EFFEa AS OF DATE OF MMFICATM BELOW, December 12 2017 B A7.18 _ - 46 10 . 11_ 1 7 14 6 14 9 _ _ _ _ 43 60 43 98 51 le 31goa- -511 Q L O v .L 0 CL 03 F- O z� .� O M= zo z cin 'Y oma_ Lu F— oC O a oc cx� z m oLuac� W _, �o 0 M LU = �— °° W ., � n T= W i im Lu 3:o51 cx� En O > O R RAILINGSTAI AND N NOTE GUARD RAILI G STAIR RAILING AND STAIR GUARD RAILING SHALL BE CONSTRUCTED TO WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. IT MUST ALSO WITHSTAND A UNIFORM LOAD N CONCURRENTLY RRENTLY WITH THE - U CONCENTRATED LOAD, OF 50 POUNDS PER LINEAR FOOT APPLIED ALONG THE RAIL IN ANY DIRECTION. INTERMEDIATE RAILS AND POSTS (IN -FILL) SHALL WITHSTAND TAND A T HORIZONTAL LOAD OF 200 POUNDS APPLIED AGAINST ANY ONEQ ARE FOOT AREA NOT CONCURRENTLY S U WITH OTHER LOADS. fi .....: !......... ...... _..., 0'-0" FIN. FLR. D, 2x4 STUD STORAGE FIRST FLOOR NAILER WALLS w w O E cri o W Q SCALE 1/4 U Ce o Q U 1 i W STAIR DETAIL �Wz CoQ -- W d � A3.N Woo W�'Z Z W 00 o W u- J o oc U- L 0 J O �ro L o � `2ND FIN FLR. Ce u z a FLOOR TRUSSES BY ENGINEER:... zOw .;. a cxLu Lu Cl- uj uj � oc c.� P-4 Lu w m ,. o z TOP OF MANTLE oc Or- TO BE 60 A.F.F. CABINETS AND PPLIANCES ARE FOR REFERENCE ONLY J C)41 r Lu LODE IN EFFECT AS OF DATE OF CERT WINDOW TAG �� (�EWINDOWq CALL-OUTWIND OW SCHEDULE C L_f�1 42 HIGH RAILINGANDRAIL TYPE .O R.O. SIZE' WITH BALLUSTRADE " SPACED 2x12 WD. CARRIAGE. A SINGLE HUNG 3052 TO REJECT 4" SPHERE 3 RE D. ( REQ-) B j 1=1 njLLill! uw a rY r j LOW E VINYL _..... F 1 �..f ; ....,. 11 Fit...... 32" X 12" LOW - E VINYL / i : ARCH FIXED GLASS 36" X 50" -43/411 E SINGLE HUN 2 G 052 2411 X 6,211 LOW -E /VINYL F ..: 2 36 X,6211 SECOND FLOO K SLNGLE HUNG 2042 G' SINGLE HUNG 2052 2 2411 X 6211 NOTE 18 RISERS 7 5 8 @ / 10 �� SINGLE HUNG 2042 M LOW -'E / VINYL /TEMP 17 TREADS10Id od 1 :::::::: 3111 X 5011 LOW - E /VINYL STAIR RISERS ,. RNOSING TYP.ACTUAL r 1.- ! ... . . +--+ ,-. LOW E VINYL / / TEMP / BLACKED -OUT TO BE VERIVIfD BY 2x WD. C u CONTRACTOR IN HE FIELD TREADS' :. , _ -oo _. IAL I..... ( NOM N11 a a , 33 ,. TYPICAL ( € E mu r a 3 wq .i 00 fi .....: !......... ...... _..., 0'-0" FIN. FLR. D, 2x4 STUD STORAGE FIRST FLOOR NAILER WALLS w w O E cri o W Q SCALE 1/4 U Ce o Q U 1 i W STAIR DETAIL �Wz CoQ -- W d � A3.N Woo W�'Z Z W 00 o W u- J o oc U- L 0 J O �ro L o � `2ND FIN FLR. Ce u z a FLOOR TRUSSES BY ENGINEER:... zOw .;. a cxLu Lu Cl- uj uj � oc c.� P-4 Lu w m ,. o z TOP OF MANTLE oc Or- TO BE 60 A.F.F. CABINETS AND PPLIANCES ARE FOR REFERENCE ONLY J C)41 r Lu LODE IN EFFECT AS OF DATE OF CERT WINDOW TAG �� (�EWINDOWq CALL-OUTWIND OW SCHEDULE C L_f�1 TYPE .O R.O. SIZE' REMARKS A SINGLE HUNG 3052 NX 62 EGRESS LOW - E VINYL B SINGLE HUNG 3042 36" x 50"` LOW E VINYL C FIXED GLASS 2810 32" X 12" LOW - E VINYL / D ARCH FIXED GLASS 36" X 50" LOW - E /VINYL E SINGLE HUN 2 G 052 2411 X 6,211 LOW -E /VINYL F SINGLE HUNG 3 0 52 2 36 X,6211 EGRESS ' LOW - E VINYL K SLNGLE HUNG 2042 G' SINGLE HUNG 2052 2 2411 X 6211 H SINGLE HUNG 2042 24" X 50" LOW -'E / VINYL /TEMP I SINGLE: HUNG 2842. 3111 X 5011 LOW - E /VINYL U J' SINGLE HUNG 2432 27" X 37" LOW E VINYL / / TEMP / BLACKED -OUT 1,ST FIN FLR. FMY ' M DWiWIN , MMPUES WliH 7HE APfl.[CABLE MINIMUM BURDMr IFICATION BELOW. December 12 20174-J 00z 4TuJ U- 00 0 Lo O ON E wj <O N aorl 0 r4 CL LLJ Lu ce- LLJ Lu L5 LLA cc CL. C) FIRE PLACE DESIGN FOR FIXED GLASS � MASTER BATH v ujLu WINDOW TAG �� (�EWINDOWq CALL-OUTWIND OW SCHEDULE C L_f�1 TYPE .O R.O. SIZE' REMARKS A SINGLE HUNG 3052 NX 62 EGRESS LOW - E VINYL B SINGLE HUNG 3042 36" x 50"` LOW E VINYL C FIXED GLASS 2810 32" X 12" LOW - E VINYL / D ARCH FIXED GLASS 36" X 50" LOW - E /VINYL E SINGLE HUN 2 G 052 2411 X 6,211 LOW -E /VINYL F SINGLE HUNG 3 0 52 2 36 X,6211 EGRESS ' LOW - E VINYL K SLNGLE HUNG 2042 G' SINGLE HUNG 2052 2 2411 X 6211 H SINGLE HUNG 2042 24" X 50" LOW -'E / VINYL /TEMP I SINGLE: HUNG 2842. 3111 X 5011 LOW - E /VINYL U J' SINGLE HUNG 2432 27" X 37" LOW E VINYL / / TEMP / BLACKED -OUT FMY ' M DWiWIN , MMPUES WliH 7HE APfl.[CABLE MINIMUM BURDMr IFICATION BELOW. December 12 20174-J 00z 4TuJ U- 00 0 Lo O ON E wj <O N aorl 0 r4 CL LLJ Lu ce- LLJ Lu L5 LLA cc CL. C) FIRE PLACE DESIGN FOR FIXED GLASS � MASTER BATH v ujLu K SLNGLE HUNG 2042 (2) 24" X 50" LOW E /VINYL /TEMPERED FMY ' M DWiWIN , MMPUES WliH 7HE APfl.[CABLE MINIMUM BURDMr IFICATION BELOW. December 12 20174-J 00z 4TuJ U- 00 0 Lo O ON E wj <O N aorl 0 r4 CL LLJ Lu ce- LLJ Lu L5 LLA cc CL. C) FIRE PLACE DESIGN FOR FIXED GLASS � MASTER BATH v ujLu U � n 3 J z c 0 QLu m v REFERENCE ONLY PER PLAN o�o� z 2 3 W mWZ 3LU Ln ul Ln : FIREPLACE___ MASTER BATH DETAIL _ Lu L"l wQo AIN AIN Cn zo za= U N W W Z Z M Lu U7 L1, m DC n C� DC w Z Z O O �— W Z U W Z 0 f W Cf] (n W 02 n Lu ul Z W U DC Z 0 Q W O w �- V TI 1— C/) Q O Z Z = Z Lu Cto 06 Cn 9 J W W Q CC 2 W O GC to C7 CC Z W Z W a Q H Lu W ¢0 O 0 w c� r cn Lu H LIi �, cn o w Z .. Lu a to 1- oG z w W z z O LU Z O cn .. J J z J"Z r -I a to <; O f O O z t W .�^ OLu Cn Lu LLJ Lu g/ wC Lu o W � - H W w Z Q Lu U W Z O w a. O pC cn w O Gs_ w s a z z M o z _z z W � Lu �m Q oz W Q cn 0 Q oc O W -w Co Lu 0 M v O J , J J Z 1w tz _jOO--J [SERIAL NUMBER U- Lu QUF- O 1014.0 U N W W Z Z M Lu U7 L1, m DC n C� DC w Z Z O O �— W Z U W Z 0 f W Cf] (n W 02 n Lu ul Z W U DC Z 0 Q W O w �- V TI 1— C/) Q O Z Z = Z Lu Cto 06 Cn 9 J W W Q CC 2 W O GC to C7 CC Z W Z W a Q H Lu W ¢0 O 0 w c� r cn Lu H LIi �, cn o w Z .. Lu a to 1- oG z w W z z O LU Z O cn .. J J z J"Z r -I a to <; O f O O z t W .�^ OLu Cn Lu LLJ Lu g/ wC Lu o W � - H W w Z Q Lu U W Z O w a. O pC cn w O Gs_ w s a z z M o z _z z W � Lu �m Q oz W Q cn 0 Q oc O W -w Co Lu 0 M v O J , J J Z 1w tz _jOO--J [SERIAL NUMBER U- Lu QUF- O 1014.0 O 1014.0 z o TOP OF PLATE 0 z1x3 BOARD & o = BATTEN_ Lu cc Lu oczm C:) w J wc�~Go a o co 10 a -P OF HEEL U w z m � z oQ ROOFSLOPE PLAN n.oz SLOPE: 6..12 U.N.O.REARELEVAT-JPN,W SCALE: 1/8"= 1'_0�� CLASSIC SCALE: 1/4" 1'-011 CLASSIC O >- w ; i oc z m J i JoJ o x LL w (n 0 GG J E f ROOFING PER cc � W �, a o ti CONTRACT TYP ) o � cc i oCD , a z Lu m J cn - r z LU cri z uJo � o 2 � z L� Q cn RO , I= VENT CALCULATION ATTIC AREA {TOTAL UNDER ROOF) 3826 DIVIDE BY CODEE UIREMENT R Q 300 N. NET FREE VENTILATING AREA REQUIRED 12.7500 E BCR 806:2 EXC. 2• PERMITS ROOF VENTILATING AREA TO ULATED AT 1/300 PROVIDED THAT 40-50% OF THE ED VENTILATION IS PROVIDED BY ROOF VENTILATORS D WITHIN 3 0 OF THE R DI GE OR HIGH POINT UNLESS _ cCTS EXISTS MEASUREDVERTICALLY AND THE BALANCE OF REQUIRED VENTILATION BY EAV R Ct E O CORNICE VENTS. Lu & e- Lu Lu LU on Lu1 < Lu Lu Q H V H b U L U ULu U Q W M s J nl avJM E MU MUM aWID1NG ` ,.. DPAWINGODMPLIBWlTH E a 01 U) _ r-1 W'.,... 1 I_I Z U— C:> 9 — 11 1 _ 3 0 1 z z 0 cn <Entt t tt v n summon cn a ac 1 45U ARE _ Q >1 0 cn d, AIA z a cn LU SI ED TO MA CH I n AR 96399 W D DECO � _ f O TAPER 1 12 Manuel Gonzalez AIA W COLUMN N FCR. CO n FIN. M ' 2d -W IDTH CLU 0 Q 14.5 U ARE HALF INDO AR 96730 a oc �RtZ�dl� YFIIQLS F — _ _ _ vi Hernandez, AIA Javier a m pp oc - TAPERED DECO z J J COLUMN O LU AR 98560 _ C _ oo0 ; wf- 0z - .._ -- S _ ` -Yub Le e P`rnESan LU 00 7232$-0 6 HUTTER DETAIL s CKET DETAIL SCALE. 1- 1 SCALE:12,,1 0 W =m 3 1x4�O o LU CEMENTITIOUS �, o W _ BAND IA 0 0 0 a� 1 BALCONY RAIL D ETAI L Q _ z N C) 4-J 00 N Z Lu0 O FINISH FLOOR......., _ .....ALE. 1 2 10 �j. SC W _ �..t _. - T cn ,-i _ M oC __..... FI �mm� R00 N PER G �. y 0 z ._ J w vt o0 .. .. y_ E. CONTRACT ON 2 i) �r O > Ou N W ..: 1X4 HEAD' 00 7/16- SHEATHING T ..:- .._ cn v LU O ua Y J _ v� 0 z ..... 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VE ETA r - % , U� WINDOLUW TRIM N .1 11.011 i z o _ SCALE 2 1 i _ SCALE: 0 cn YCOLUMNQ z BA _ _�I , 1 COLUMN .�_ - n t n_ F W 11 _ 1 11 : _ _ _ _ _ LU SCALE, 1 2 1 0 SCALE: 2 1 0 I 9b w SCA �„ _ . 0 LU .2.1 I� w Z_ I m¢ 5 BRACKET t tt r J 1 __ QLU C) _ _ 4 10 Q SC ALE .3 / J O I Z F O -_J Uj cn O 9b 9a' cc I I cn J _ 5.2.1 U cn O as 1 Uj I ( � V _ V SHEATHING 9.2 Q O z o 2so oG F-- INSU A s L CATION S 2.8 ILU O Z 5. V 21 R ELEV. .2.1 5. . CL IDING PE •; RE � _ S D DIRE Q x O WATER -RESISTIVE UE i WATER nnC w r� , BARRIER I L cn FLASHING �-- o F S LU STUD W cn O FLASHING z IN. FCR. JOINT FLASHING F I 2nd m cn , J� L _ _ CP ---N w ..1X2 A , ,REQUIRED z AS LU m B m w ,. SIDE VIEW FRONT VIEW a o FIN. FCR. _ V J • 0 In J NAIL PER aC n 0 ,. n LU C] �n v 1 H MANUFACTURER 5 Z FL00 R fi. t. ,. cn 1 X 6 TRIM SPECIFICATION � , SPEC w w w SYSTEM , iX2CAP o LU ¢ = z X LOCKING w H• ,� < F LAP SIDING i X 6 TRI a n, _ �: a m- � CAULK AS _ — — — -- oc a ._. �— — C9 w aC � CONCRETE � y Z O NEEDED 1 X BLOCKINGca O 3 -0 ;; w FOUNDATION TT Qca I/♦ O 1 1 O F _ _ _ z' 45 LU IDING PER fL EV. _ U 1 ' Z . QQ u7 oC SIDING n <.1 W : 28 4 D -� LU LU LU cn . z � I VI U) w SIDE UIEVV: FRONT VIEW SIDE EW FRONT VIEW ,-. WO � EW' ca PLAN VI z � W .. i oc 9b a 9a STARTER � A 0 _9 .1 a m � O oc z p .._ o I STRI 1 LU ¢ 5.2:8 D O 10DETAIL9 .1 _ 4 TRIM , I _RANT : 1— IDING • n A 28 LAP S � 5. . IN _ � 4.x4 'LAP SID G Z _ 11 1 11 __ ,, I Z � _ z 1-0 - .3 4 : SCALE: 4 S 1 J /AND'p%EAM DETAIL P STTRELLIS 4 TRIM : 0 F-1 Vi J Q I W W ¢ DG 0 z SC ALE: N.T.S a cn O 1 2 DETAILNW _ P IDI GLA SLN Q (�. e f Z Ln ALE. N.T.S. _ W SC z LU _ M... O _ M D p 14 it W ,—t Z M '"' U �-i FV - II w o I� o 2 1 a cri — _ n n I W H 1— 4 i : 4x 1 -d' o 0 4 TRIM rl w cn _ W _ w POST z O � , F-, _ O _ n W ,...1 N n 26 -Z , _ 4 TRIM z w J Z s� _ N B S z 0 cn ,-.� i A � I z _ Q a cn 0 F- v z w z w o00 cno O o� �- 1 n 5 I Z 4 I � w Q 5 -_z s rli��A/CILz� ENCLOSURE -DETA z � �^o LU o N ING TRIM 2x M0U T LU O It H z A LE. N.T.S 1 tl AT SHAKE S C W w USED I— i wz LU Z C7 U- 0 Q z U `LAP SIDING Ci) w 0 a 0 w W } J Iii:. .. w _, W I H U z O Z Q Z - 0 Ly Cl) �---� 7 W W Z 5 oDETAILBRACKETDETAIL cy— to LU tTjU0BRACKET W P 1 0 CALF. N.T.S AL . 12 S W SC E o W m $'R �w L...I z J V W _I Z J H I J W J lL, J 0 0 1014.0 Q v i- 0 L _ STAIR RAILING AND GUARD RAILING NOTE r- D RAILING BALCONY RAILING STAIR RAILING STAIR GUAR ► AND BALCONY GUARD RAILING, SHALL BE CONSTRUCTED TO TRUSS USS LAYOUT WITHSTAND A CONCENTRATED LOAD OF 200 POUNDS � E APPLIED AT ANY POINT ALONG THE RAIL IN ANY DIRECTION. BY ENGINEER WITHSTAND A UNIFORM LOAD, NOT IT MUST ALSO WITHS -�--+ CRICKET: THE CONCENTRATED LOA F0 TLY WITH H C r , .>`x �. ,��-�: .. , AS RE CONCURRENTLY � 0 r DESIGNI THE BEST OF W KNDWOM THE IBAwINc wMPIES WITH THE APPLICABLE MINIMUM BOIIDING CODE IN EFFEa AS OF DATE OFCEVIFICATION BELOW.. December 12, 2017 n U - C) O o z zo En cn z0 U) LLJ LLI oc a a m OOtw-J O w�I C)- C:) z w Q >i= —M LU Lu 0 0 <C Z O C) J 'w Z O W 0 Z t = u Q LU o Q S;=o W Z Z W w` O J =zQ 0 �G 6-4 O O LU a -� V m Q0O' z 0 w V u W Z m w z p LLJ z Q P a � O> -w m¢> C:> J F20(=LL. Uj u }. 0 DC G~CU0 0 DG LU _ m u zCn0C7 QW En H m m W J` X: w Q M 0 LU 0 LU En U) J w LU Q CC m � a :> 0 �dWui zu) 0 W C:) H z w m�az LU F- 53 U) J Q w < Cn Z Zvi w z w Q uuiw=p, d D w -A- LU C:) O En w zzzce O0 Z a cn p p Q�,� aWQ � Woz wW z CD '-' w LL. Z w r 0 0-820 LU Q w cn' mo LLJZ LUCO o z LIJ criO~O�< wm: LWoow t --1z O O <VHO D. TM-. .. -. TIBi 8 MYRNOWLE A .. DRAWING COMPILES WITH THE MM3CABLE MINIMUM BUILDING - - °, CERIIFICATtON BELOW € CODE IN EFFECT.AS OF DAZE OF. ELEC TR C AL LEG END Demmbe r 12 2017 SINGLE RECEPTACLE RECEPTACLE RE DUPLEX C ® 2 40V RECEPTACLE E SWITCHED RECEPTACLE � DUPLEX RECEPTACLE. 220 VOLT) ) SINGLE FLOOR RECEPTACLE MMW DUL P fX FLOOR RECEPTACLE �� r Q V M7 OF MY KNOM IMDfgGN DMM ONIii DRAWING COMPLIES WITH 7NE APPUCABU£ MMMUM BUDDING . ,,. CODE IN EFFECT AS OF DAZE Of CERTMCA110N BELOW. TIE-IN WITH WEATHER RESISTIVE BARRIER: EXTERIORE T SH A HING 1. INTEGRATE INSTALLATION OF WEATHER `R TIV RESISTIVE BARRIER WITH FLASHING TO FORM WATER HEDDING LAPS FOLD UP WEATHER R FAST FLASHING TIE-IN MECHANICALLY EN AS WEATHER FOLD UP WEATHER BARRIER & 2. SCORE &FOLD WEATHER RESISTIVE IVE BARRIER ABOVE TEMPORARILY SECURE NSTRUCTIONS. NECESSARY IN CORNERS RESISTIVE RESISTIVE BARRIERIER & THROUGH FLASHING BARRIER TEMPORARILY SECURE k HEADER TO ALLOW FOR FLASHING1-0 INSTALLATION . CUT FOLD UP &TEMPORARILY E RE WEATHER 4 INSTALL HEAD FLASHINGNDE W ATRESISTIVE S CU RESISTIVE SU R WEATHER BARRIER ABOVE HEADER TO WEATHER EXTERIOR BARRIER ALLOW F RESISTI VE M OR FLASHING BARRIER SHEATHING INSTALLATION C:) II 0 z 5 FOL WEATHER RESISTIVE BARRIER: BACK OVER HEAD 0 N z FLASHING AND SEAL WITH WEATHER RESISTIVE TAPE WEATHER TAPE 6 SILL PA Q T INSTALL HEAD FLASHIN G UNDER ,2 Ovan G. Drum rnond, AIA 1 r AR 96399 Manuel Gonzalez AIA 2 AR 96730 San Yub Lee PE : 9 - 72328 FLASHING DO NOT FLASH OVER0 BOTT M o 01 a%0 p --•v) _cn oc z Q� < 4 RESISTIVE BARRIER WEATHER RESISTIVE BARRIER -n cfinr. .... H z 0 L ".. Ln L 1 d H z G) 4 LU En � ao �-- 0,1,E 4 ......... ..... .......... .....4 .......:. .... SILL PAN BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 ..1 .FOLD WEATHER RESISTIVE ' -" 6Z = a O/ m Q z tV BARRIER BACK OVER HEAD J - CD LU J J _.x.. 4 ...........::... 2 O N AND FLA H N E 5 I G SAL WITH TAPE W > oc cn o ......:.... .. . ... .....:.. ....... ::.. v ..:........ � _...._ 1 1. FLASHING T BE FLEXIBLE �� 0 LE SELF-ADHESIVE TYPE w cn.� cc7 ,� o i � J W 2_4 0 FLASHING :....::: ... ,. 4 O............. J LU Q .......... ,:.^.4:.... r FLA 5HING MIN. 6 WIDE). CONFORMING G TO AAMA 771 M 07 Uj> ._ ao � E d- w=m- LIJ0 W O �.; _... _... 4 4. CORNER ,2 Ovan G. Drum rnond, AIA 1 r AR 96399 Manuel Gonzalez AIA 2 AR 96730 San Yub Lee PE : 9 - 72328 FLASHING DO NOT FLASH OVER0 BOTT M o 01 a%0 LIJ C>NAILING r--, Q� < 4 (ASSEMBLED -„ WINDOW -n ccnTn i ETTA y H z 0 L ".. Ln L 1 d H z G) 4 ,2 Ovan G. Drum rnond, AIA 1 r AR 96399 Manuel Gonzalez AIA 2 AR 96730 San Yub Lee PE : 9 - 72328 FLASHING DO NOT FLASH OVER0 BOTT M o 01 a%0 w.�..c.�, OoG cC o z Cl- >-o =onU En LU Q= n� �-mw� D J � . NOTE. ,. CD THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE MMEDIATE OVERH NGS ABOVE THEM AND DOORS THAT HAVE ASE OND` STORY WALL`ABOVE T _HEM. LIJ C>NAILING r--, Q� < 4 3 INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. to - _._ _ PATCH C FLANGE 00 0 -..t L ".. Ln L 1 d W 4 � ao �-- 0,1,E BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 ..1 ' -" 6Z Q z tV J - _..... NOTES:: Lu N W > oc cn _...._ 1 1. FLASHING T BE FLEXIBLE �� 0 LE SELF-ADHESIVE TYPE cn.� cc7 ,� o J W 2_4 0 FLASHING :....::: ... ,. 4 _ . ..... .. FLA 5HING MIN. 6 WIDE). CONFORMING G TO AAMA 771 M 07 Uj> ._ ao � E d- LIJ0 W O _... _... 4 4. 2. REMOVEWEATHER RESISTIVELU BARRIER FROM TOP OF M ta.. cY t J --- ,. z _ __�_L Illr ...,..... G ... .. i .._ _ WINDOWSILL PLATE. � w.�..c.�, OoG cC o z Cl- >-o =onU En LU Q= n� �-mw� D J � . NOTE. ,. CD THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE MMEDIATE OVERH NGS ABOVE THEM AND DOORS THAT HAVE ASE OND` STORY WALL`ABOVE T _HEM. Q� < a, o o cu 3 INSTALL FLASHING IN ORDER AS SHOWN BY NUMBERS. to - -a o v c 00 co 0 -..t L ".. Ln L 1 d 4. AL INST L FLASHING AND WEATHER RESISTIVE WINDOWS TO BE INSTALLED � ao �-- 0,1,E BARRIER TO FORM WATER SHEDDING LAPS. PER AAMA 100-07 ..1 tV J - iO0 �o �- ''1 w.�..c.�, OoG cC o z Cl- >-o =onU En LU Q= n� �-mw� D J � . NOTE. ,. CD THIS DETAIL ONLY APPLIES AT EXTERIOR DOORS THAT HAVE NO IMMEDIATE MMEDIATE OVERH NGS ABOVE THEM AND DOORS THAT HAVE ASE OND` STORY WALL`ABOVE T _HEM. _M TWW OF MY I(NOWZGE, 7m Ofm DEFWM ON THIS ROOFING PER CONTRACT: ON (2) DRAW ODMKIES Wrni THE AMIGME MINIMUM SEDING 7/16" SHEATHING ROOFING PER CONTRACT. (CONT R TO CM IN EFW AS Of DATE OF CEMMMON SMOW. (CONTRACTOR TO PROVIDE PRODUCT PROVIDE PRODUCT APPROVAL FOVRCOTOOFING APPROVAL FOR ROOFING SYSTEM) SEE PLAN SYSTEM) ALL ROOFING UNDERLAYMENT TO BE ALL ROOFING UNDERLAYMENT TO BE %_4 SEE PLAN SELF -ADHERING POLYMER MODIFIED BITUMEN SELF -ADHERING POLYMER MODIFIED BITUMEN SHEET TO COMPLY WITH ASTM D 1970 SHEET TO COMPLY WITH ASTM D 1§70 PRE-ENGINEERED WD TRUSS, 24" b.C. 2 X 6 W/ 2" DIA. ROUND VENT @ 0 241, O.C. INSULATION BLOCK 2X4 SUBFASCIA METAL DRIP zp_ U_ CARIBBEAN CLASSIC COASTAL EDGE C) METAL DRIP ->< EDGE 5 CEILING INSULATION 1X4 FASCIA U) (SEE ENERGY CALCS.) IX6 FASCIA CFTI I�G INSULATION 2 f EU2 CC 3 ul� 2X6 RAFTER TAIL 10 6-1 � (SEE ENERGY CALCS.) LU X: MFTER TAIL LEGEND @ 241, O.C. 1/2" RIGID GYP. BD. VENTED SOFFIT W/31,1 Ovan G. Drummond, AIA V) LU DIAM. VENTS 1/2" RIGID GYP. BD. DBL. 2x SYP. WD. 'a - If 8 48 AR 96399 3/8 1'41 ca TOP PLATE 0. C., Typ. DBL. 2x SYP. WD. Manuel Gonzalez, AIA __j SOFF OVERHANG TOP PLATE AR 96730 0 LU __J CEMENTITIOUS 2x SYP. #2 WD. STUDS Sang-Yub Lee, PE Un- I � R ui cl- @ 16" O.C., TYP. 2x SYP. #2 WD. STUDS 72328 FINISH MATERIAL"�'� If O.C., TYP. 0 FINISH @ 16 __j Uj < WALL INSULATION PER ELEVATION W W ca MATERIAL PER REFERi."TO WALL INSULATION :> 0 (SEE ENERGY CALCS.) LU ELEVATION 0� C) 01 m Uj ELEV. FOR (SEE ENERGY CALCS.) m C) 2x SYP. #2 WD. HEADER HANG _j V-4 00 uj '0 -SEE SCHEDULE 2x SYP. #2 WD. HEADER 0 Ln < -SEE SCHEDULE 0 06 p 3: 0 Z < =1 v LU W U) CHEDULED WINDOW UJI Ln �>- LU = U < CA c) ___ c> (SEE FLOOR PLAN) SCHEDULED WINDOW _j 0) 1-4 N M cr > CL lt)j J= WINDOW ATTACHMENT ��(SEE FLOOR PLAN) W kA 00 0 Uj 0 LU E COMPLIANT W/ FBC-R WINDOW ATTACHMENT COMPLIANT W/ FBC_ U_ LU C) R < U, 2x SYP. #2 WD. STUDS @ m -Q U 1.611 O.C., TYP. 2x SYP. #2 WD. STUDS @ Z W LLI O.C., Typ. 0- < U U) 16 0015 U.J p U Uj V1 ce WALL INSULATION 11100 a () 00 UJI (SEE ENERGY CALCS) WALL INSULATION _j Ln C) EXTERIOR STRUCTURAL < E & o6 cl- _j . -ERIOP (SEE ENERGY CALCS,) ov< SHEATHING AS REQUIRED EXT STRUCTURAL LZO < E LU UJ CONNECT WALL PER SHEATHING AS REQUIRED 3E In 0 f -j < BY FRAMING DETAILS CONNECT WALL PER J < U FRAMING DETAILS BY FRAMING DETAILS C) FRAMING DETAILS mi < ko U.J U_ __J 2x SILL PLATE FINISHED BASE MOULDING a 01 E- = ;;� 2x SILL PLATE r4 CL :3= C:) FINISHED BASE MOULDING 0 '/4" GYPCRETE (OPTIONAL) C> >-C U_ 3/4" GYPCRETE (OPTIONAL) C>,-- Uj WATER RESISTANT BARRIER TOP OF C3 I v4" THK. T&G SUBFLOOR (2 LAYERS REQUIRED) FLOOR WATER RESISTANT BARRIER 3/4" THK. T&G SUBFLOOR TOP OF LU POLYETHYLENE HOUSE WRAP TRII, SS Aj,, (2 LAYERS REQUIRED) FLOOR C') POLYETHYLENE, HOUSE WRAP TRUSS wum U_ w 0 OR APPROVED EQUAL SYSTEM ZZ cx. ROOFING PER CONTRACT: ON (2) OR APPROVE'D1QUAL-SYSTEM m 0 C) U) ROOFING PER CONTRACT. (CONTRACTOR TO m m: LU 7/16" SHEATHING 2x RIBBON FASTENED (n , w LU PROVIDE PRODUCT APPROVAL FOR ROOFING CD w (CONTRACTOR TO PROVIDE PRODUCT TO FLOOR TRUSSES gar 2x RIBBON FASTENED *--14 1 S `�`SYSTEM) L3 W Ui Uj C13 APPROVAL FOR ROOFING SYSTEM) SEE PLAN PER TRUSS ENGINEER- TO FLOOR TRUSSE LU W ALL ROOFING MERLAYMENT TO BE PER TRUSS ENGINEER U: V�p ALL ROOFING UNDERLAYMENT TO BE WAINSCOT/TRANSITION SEE PLAN Lu w SEL -ADHERING POLYMER MODIFIED BITUMEN WAINSCOT/TRANSITION LU LU UJ SELF -ADHERING POLYMER MODIFIED BITUMEN 'COMPLY WITH ASTM D 1970 cn LU SHEET70' m SHEET TO COMPLY WITH ASTM D 1970 2x RIBBON FASTENED E ATT L TO FLOOR TRUSSES I 4SULATION REQUIRED 2x RIBBON FASTENED BATT M Uj PER TRUSS ENGINEER PRE-ENGINEERED WD TRUSS, 24" O.C. TO FLOOR TRUSSES INSULATION REQUIRED 2 1 T GARAGE (SEE cc < :> 2 X 6 W1 2" DIA. 6LA11 ROUND VENT @ PER TRUSS ENGINEER AT GARAGE (SEE --j 0 --j E NERGY CALCS) ON BLOCK 0 241, O.0 PRE-ENGINEERED WOOD FLOOR ENERGY CALCS) "'TRUSSES (VERIFY W/ TRUSS 2X4 SUBFASCIA PRE-ENGINEEREa,-W-OOD�fL�OOR�-"- U_ ui En 1/2" RIGID GYP. BOARD -y-Y-) En En METAL DRIP ENGINEER FOR TRUSS LAYOUT) TRUSSES (VERIFY W/ TRUSS LU 0 1/2" RIGID GYP. BOARD w EDGE METAL DRIP ENGINEER FOR TRUSS LAYOUT) UJ __j U C> EDGE t3 1/2" GYPSUM t7i UJ 1-4 IX4 FASCIA CEILING INSULATION WALLBOARD ON STUDS IX6 FASCIA CEILING INSULATION 1/2" GYPSUM Uj 0" C5 :WALLBOARD ON STUDS Q (SEE ENERGY CALCS DBL. 2x SYP. WD. TOP PLATE t5 -;;- I_ R TAIL W�f WALL INSULATION (SEE ENERGY CALCS.) DBL. 2x SYP. WD. TOP PLATE n - 'Y -- C:) 2X6 RAFTE 0- 1/2" RIGID GYP. (SEE ENERGY CALCS) W/ WALL INSULATION 0 @ 241, O.0 BD. SCHEDULED WINDOW VENTED SOFFIT W/3" :::i- �> 0 Ly �s U 1/2" RIGID GYP. BD. SCHEDULED WINDOW (SEE ENERGY CALCS) LU U-1 U (SEE FLOOR PLAN) DIAM. VENTS (a 48" C"A __j m J) DBL. 2x SYP. WD. LLJ m ui M Ui 3/8 '0. C., -Np. (SEE FLOOR PLAN), C) WINDOW ATTACHMENT DBL. 2x SYP. WD. Ul) 0 (D CEMENTITIOUS TOP PLATE :K, OVERHANG COMPLIANT WITH FBC-R ------ 7—HEADER SEE FRAMING TOP PLATE WINDOW ATTACHMENT U) LU SOFFI 2x SYP. #2 WD. STUDS PLAN FOR SIZE AND DEPTH COMPLIANT WITH FBC-R HEADER SEE FRAMING Ca LU 2x SYP. *12, WD. STUDS PLAN FOR SIZE AND DEPTH --i @ 16., O.C., Typ. FINISH MATEkIA 0 __j @ 16.. O.C., TYP. ui m m FINISH WALL INSULATION PER ELEVATION MATERIAL PER (SEE ENERGY CALCS.) REFER TO WALL INSULATION b (n --i Uj ELEVATION r ELEV',fOR (SEE ENERGY CALCS.) LU M 0 U_ 2x SYP. #2 WD. HEADER J_QVE�HANG b_-4 w:S Ln >_ 2x SYP. #2 WD. HEADER w ui 0- ca fill /1 1 -SEE SCHEDULE .......... ooi�L (D ui v_q w -SEE SCHEDULE __j U) w uj 12.4 0 :> c) C:> 0 UJ =: SCHEDULED WINDOW SCHEDULED WINDOW LU U Ln (SEE FLOOR PLAN) SCHEDULED WINDOW SCHEDULED WINDOW LU M (SEE FLOOR PLAN) 2: U.1 Ul) (SEE FLOOR PLAN) m En LU r-% (SEE FLOOR PLAN) m LU LU C) 1/2" GYPSUM WALLBOARD ON 1/2" GYPSUM WALLBOARD ON LU U r 1/2" GYPSUM WALLBOARD ON LU LU F_ EXTERIOR SHEATHING TO---\ STUDS W/ WALL INSULATION EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION STUDS W/ WALL INSULATION 1/2" GYPSUM WALLBOARD ON �s 'Owl BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) EXTERIOR" SHEATHING TO EXTERIOR SHEATHING TO STUDS W/ WALL INSULATION 2M If 11 BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) BE FLUSH WITH THE EDGE (SEE ENERGY CALCS) M < uJ C) OF THE FOUNDATION, 1/4 OF THE FOUNDATION, 1/4 LU 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4 U GAP BETWEEN FOUNDATION GAP BETWEEN FOUNDATION 2x SYP. #2 WD. STUDS 2x SYP. #2 WD. STUDS OF THE FOUNDATION, 1/4 m mn = 0 @ 16., O.C., TYP. @ 16.'LO'C" TYP' GAP Btf*EEN FOUNDATION 2x SYP. #2 WD. STUDS m AND SHEATHING AND SHEATHING @ 16" O.C.1 Typ. GAP BETWEEN FOUNDATION tm 2x P.T. SILL PLATE /--2x P.T. SILL PLATE AND SHEATHING AND SHEATHING @ 16., O.C., TYP. LU U) WATER RESISTANT BARRIER WATER RESISTANT BARRIER WATE 2x P.T. SILL PLATE 2x P.T. SILL PLATE LU U) CD (2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION (2 LAYERS REQUIREDI /—CONNECT WALL TO FOUNDATION R RESISTANT BARRIER"" CON I 'NECT WALL TO FOUNDAT WATER RESISTANT BARRIER V�m M POLYETHYLENE HOUSE WRAP PER FRAMING DETAILS POLYETHYLENE HOUS WRAP PER FRAMING DETAILS (2 LAYERS REQUIRED) PER FRAMING DETAILS 'ION 2 LAYERS REQUIRED) CONNECT WALL TO FOUNDATION < w POLYETHYLENE HOUSE OLYETHYLENE HOUSE WRAP PER FRAMING DETAILS C> OR APPROVED EQUAL SYSTEM PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM -PROVIDE CONT. METAL TERMITE OR APPROVED EQUAL SYSTEM X: OR APPROVED EQUAL SYSTEM m - 3: . PROVIDE CONT. METAL TERMITE LU =.� in FLASHING SHIELD UNDER SILL PLATE FLASHING SHIELD UNDER SILL PLATE SHIELD UNDER SILL PLATE PROVIDE CONT. METAL TERMITE U I FLASHING FLASHING SHIELD UNDER SILL PLATE tE in Uj FINISHED BASE MOULDING _F NISHED BASE MOULDING U FINISHED BASE MOULDING ui F FINISHED BASE MOULDING jh MAIN FIN. FLO R ih MAIN FIN. FLOOR t5 M m: I 4;_ 111111,FC — - — -011 JhJMAIN FIN. FLOO .4 1-011 L MAIN FIN. FLOOR = C) _illrl_�LEV @ 0 ELEV @ 0 4 LU P w Uj -011 Ui EV @0 LJL W a 0 w I LLJ -11ITCLEV @ 01-011 LU LLI > > LU C) U) LU 8 > 0 C:> 2i 2- r- ;2E - 0 co 2: — I ::_— 1, — I C mbo X: � 4 1 4" CONC SLAB W/ 4" ONC SLAB W/ 11 C co bo 2: - - ::;E P!4 W) ;5 1 1 -_ I I El 1 -1 1 4 ONC SLAB W/ 4" CONC SLAB W/ Id- - cc I 1 1. 2: w V, VAPOR BARRIER VAPOR BARRIER Nr Ly T_ VAPOR BARRIER TT VAPOR BARRIER F Jill Ln LU Lij J� 4 REFER TO STRUCTURAL REFER TO STRUCTURAL A REFER TO STRUCTURAL ce LU U_ U m DRAWINGS FOR REFER TO STRUCTURAL ED 0 Uj U_ DRAWINGS FOR DRAWINGS FOR COARSE COUNT & r_1 m DRAWINGS FOR LU r 0 COARSE COUNT & COARSE COUNT & G FOOTIN < UJ U_ 4111 r -j . * *. I �� gL . — FOOTING SIZE LU FOOTING SIZE SIZE COARSE COUNT & LLJ Ln (PROVID FOOTING SIZE 4. ED BY (PROVID (PROVIDED BY 11 U) EDBY OTHERS) OTHERS) HERS) (PROVIDED BY a 0 JEE1 I j__j OT m -I T1__I I I— OTHERS) z 12 3: 2 ED m = Uj EXTERIOR KALL ru C) :3= u) EXTERIOR WALL U S Uj 3 n L< ECTION WITH WINDOW 4 TWO-STORYWAI-L SECTION ECTION WITH WINDOW UJ U L" co LU 3� S M J= m (___4� TWO - U 5TORY WALL SECTION L<r SCALE: 3/4" 1'-0" D7 SCALE: 3/4 11 11-011 1-011 UJ LU C) 0 U_ SCALE- 3 4 1 ti� < U C> SCALE: 3/4" 1 -0'1 Ln rSEIRIALTUMBER 1014.1 MAP SHOWING PLOT PLAN OF HOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 1 AS RECORDED IN PLAT BOOK 67 PAGES 52-54 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO TOLL BROTHERS, INC. O'FFICE COPY CURVE DATA C1 CURVE DATA C2 S42'25'51 "E S57'09'24"E CH 15.47' CH=81.14' R = 25.00' R 75.00' A 15.73' A = 85.73' 2 0 A = 36'02'30" A = 65'29'36" � RIM �'. Mf QRS PRc r "•% Ro�N 1Yq � o 0 co NSR 'vo C&O C�.. o P CONK cV , CLt), fq Wjy a M \ BRICOPps 2 VA METERS mM h jjj r £N7 y WACkR V 0 Q JEA 22.7' 2. �� EpSEMENZ Mw 11. p \ BRi�kPOSfp Oro g.4', pRlyfwq�fR rnv i Y c) v 'x10' JEA Un Llf ' ti U l 0' QR NQQF�ti EQUIPMENT PR >' C. W p \ 3 OP EASEMENT BR!fp I$8. v •--1 4! 0 0Q) c'. M ENTRY !O. B mm 6'k- � � 1j/4' C) ti rn �� / CIL a 00 IAL M/N S42' a v F• F �pOSfO F pE X2.40) /h N O) ALL PAVERS ALL MEASUREMENTS ESTIMATED ^/ FRONT 798E SQ. FT. BACK 124± SQ. FT. C B.R• 0 T C. p` 2p6' l s2O N7 (VACA1yT 7 > QR! K PAp COVE l �� .�,� DENOTES DIRECTION OF FLOW 3.2p, a VfR PpRc TYPE "A DRAINAGE ELEVATIONS SHOWN THUS (12.40) CIT 67 99' WERE TAKEN FROM ENGINEERING PLANS S f CFT ACkSpN�1L DATED 05BY TAYLO815-1WF4iITE, INC N g ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN TREE SCHEDULE LOT SQ. FT. MINUS EASEMENTS/WETLANDS 8,083 ACRES=,8,083/43,560 0.19 BUILDERS ENDORSEMENT ACRESx O=REQUIRED TREE INCHES 7.6 SIGNED: THE REQUIRED NUMBER OF TREE INCHES WILL BE MET NAME: USING " DIAMETER TREES. DATE: 70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, WITH N MORE THAN 50% OF THE SAME SPECIES LOT 177 MODEL "CATALINA" LOT SIZE 8,844± SQ. FT. DRIVEWAY TO R/W 546± SQ. FT. ENTRY WALK 166± SQ. FT. RIGHT-OF-WAY LENGTH 101.46 FT. TOTAL IMPERVIOUS AREA 4,515± SQ. FT. 51% TOTAL EASEMENT AREA 761± SQ. FT. » UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CITY OF JACKSONVILLE, FLORIDA, DATED 06-03-13 r ALL AMERICAN SURVEYORS OR FLORIDA, INC. LAND SURVEYORS - 3751 SAN JOSE PLACE, SU?E 15 -JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - LICENSED LAND BUSINESS NO. 3857 _ = = = FOUND a en AIR CONDITIONERESM'T EASEMENT 1.. = IDENTIFICATIONCONC CONCRETE' = TYPICAL SKETCH FOR PLOT PLAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW r5fND. 4 MON, m MONUMENT P.R. • = REFERENCE BOUNDARY LINES NOR IS IT BASED ON. A FIELD RUN SURVEY LR = LR. _ MONUME� IRON PIPE P.T. +POINT OF TANGENCY IRON A 800 ALL - DELTA ANGLE P.C.P. = PERMANENT CONTROL POINT AMERICAN CH = C A CHORD P C. =POINT OF CURVE ARC LENGTH P R.C. = POINT OF REVERSE CURVE SURVEYORS R = RADIUS P.C.C. - POINT of COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, (CALC.) CALCULATED B.R.L. + BUILDING RESTRICTION LINE JAMES D. HARRISON, JR., No. 2647 INC.. ((p) =DEED (P) F.P.&L.= FLORIDA POWER & LIGHT PLAT U.D.E =UNOBSTRUCTED DRAINAGE MICHAEL A. GARRETT, No. 6643.q �y// (R q + RADIAL LINE EASEMENT CENTER LINE NOVO = NATIONAL .GEODETIC VERTICAL 1»=20' �fl�•Cp[1 SCALE „ _ 9 R/W = RIGHT-ODATUM F -WAY NAVD NORTH AMERICAN VERTICAL DATUM - —x- = (W) ' = FENCE P.I. = POINT OF INTERSECTION WITNESS EOW - EDGE OF WATER 11-22-17 DATE F RI EGISTERED VEYOR AND MAPP __6 _ F.F.E. = FINISH FLOOR ELEVATION TOB = TOP OF BANK. X DR. BY BRB DIR. P:\2017\82994-159764-plotplan ORDER N0. 159764 - FILE 82994 F. B. MAP SHOWING PLOT PLAN OF .LOT 177 AS SHOWN ON MAP OF ATLANTIC BEACH COUNTRY CLUB UNIT 1 AS RECORDED IN PLAT BOOK 67 PAGES 52-54 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO. TOLL BROTHERS, INC. CURVE DATA Cl CURVE DATA CZ 542'2551 "E S57'09'24"E CH 15.47' CH=81.14' R 25.00' R = 75.00' A - 15.73' A = 85.73' a ❑ A = 36'02'30" A = 65'29'36" ATC/g1M � MfrfRR � Rgo��s 4tqc o y oONOlygrJ 1%z ROPE E E R c�RgRG�� n \ s • I \ hC�Yo PRP pNC• N I LAYF 510E�P�K \ ARFqW N '' 2N 77 2 ATER I M ' \ BRpICOPOS f\ U M n I ENTR10 Y WA \ V METERS T QS JEA �• ? •5 ENT n I 22.7' z Q EpSEM M I� 11.0 BRIup(o) SfD w. 0 I � s 4 ro DRI fWq VfR COU Q v 'M JEA U n sW I a=^ P 7 0 QR, NQQ� EQUIPMENT (o Q I ROPOS > L. po EASEMENT Qp l- "h^ I ON e2 88 PRIfRfD 1`mac, A o 8.3' W co p O I o o' n ENTRY 146 oIQ7 / PROP ro a IIoyw 02 v W- S A xT(AS0 7L3IVA M/ ND�75.0 pROpp. FFF 42 asfD F,�f(12,40 � 40) �3 ,-� ` / o n 8•IO' / ALL PAVERS D/f/ ALL MEASUREMENTS ESTIMATED FRONT 798E SQ. FT. A. T>4. ago BACK 124± SQ. FT. 10 L 0 T eRL• 2o.s• °' s2 1 PROPS o )v fVgC %� BRIOK SfD O �/ a��8' -.�• DENOTES DIRECTION OF FLOW ! /n 320,0of 5T� pA�R P R TYPE "A" DRAINAGE C/ ELEVATIONS SHOWN THUS (12.40) �� <o 6799, WERE TAKEN FROM ENGINEERING PLANS C/ 4F �ACkgp DATED 05-15-14BY WHITE, INC r l 0 NN$LF ELEVATIONS SHOWN HEREON REFER TO NAVD OF 1988 DIMENSIONS SHOWN HEREON ARE PER FOUNDATION PLAN TREE SCHEDULE LOT SQ. FT. MINUS EASEMENTS/WETLANDS 8,083 ACRES= 8,083/43,560 0.19 ACRESx40=REQUIRED TREE INCHES 7.6 THE REQUIRED NUMBER OF TREE INCHES WILL BE MET USING 2" DIAMETER TREES. 70% OF REQUIRED PLANTED TREES SHALL BE CANOPY TYPE, WITH NO MORE THAN 50% OF THE SAME SPECIES. BUILDERS ENDORSEMENT SIGNED: NAME: DATE: LOT 177 MODEL "CATALINA" LOT SIZE 8,844± SQ. FT. DRIVEWAY TO R/W 546± SQ. FT. ENTRY WALK 166± SQ. FT. RIGHT-OF-WAY LENGTH 101.46 FT. TOTAL IMPERVIOUS AREA 4,515± SQ. FT. 51% TOTAL EASEMENT AREA 761± SQ. FT. UNDERGROUND ENCROACHMENTS NOT LOCATED THE LOT SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR THE CIN OF JACKSONVILLE, FLORIDA, DATED 06-03-13 ALL AMERICAN SURVEYORS OF FLORIDA, INC. - 3751 SAN JOSE PLACE, SUffE 15 - JACKSONVILLE, FLORIDA, 32257 - 904/279-0088 - UCENSED LAND BUSINESS NO. 3857 LAND SURVEYORS 5 FND. FOUND 6 en A C = AIR GOND TONER I = IDENTIFICATION T ESMT = EASEMENT —�-•� . (TYP•) a TYPICAL SKETCH FOR PLOT PIAN ONLY - DOES NOT REPRESENT OR PURPORT TO SHOW 4 coNc MON. =CONCRETE MONUMENT P.R.M. PERMANENT BOUNDARY LINES NOR IS IT BASED ON A FIELD RUN SURVEY LP LR.. IRON PIPE =IRON ROD MONUMENT. P.T. r POINT OF TANGENCY ALL DELTA ANGLE P.C.P. ffi PERMANENT CONTROL POINT AMERICAN CH A -CHORD = ARC LENGTH P.C. - POINT OF CURVE P.R.C. POINT OF REVERSE CURVE SURVEYORS R RADIUS - P.C.C. = POINT OF COMPOUND CURVE SURVEY NOT VALID UNLESS EMBOSSED BY SEAL OF FLORIDA, (CALC.) _ CALCULATED B R.L - BUILDING RESTRICTION LINE JAMES D. HARRISON, JR., No. 2647 INC. (D) P = DEED a PIAT F.P.&L= FLORIDA POWER & LIGHT U.D.E - UNOBSTRUCTED DRAINAGE MICHAEL A. GARRETT, No. 6643 / R = RADIAL LINE EASEMENT 1"A20' �r�G.(!! _ CENTER LINE NGVD = NATIONAL GEODETIC VERTICAL SCALE - . R/W =RIGHT-OF-WAY DATUM NAVD - NORTH AMERICAN VERTICAL DATUM 1-91 -x- (W) = FENCE a WITNESS P.I. = POINT OF INTERSECTION E ow =EDGE of WATER -22-17 V OR AND MAPP 11 EY DATE F RI E GISTERED - B - F.F.E. - FINISH FLOOR ELEVATION TOB TOP OF BANK FILE 82994 X DR. BY BRB DIR, P:\2017\82994-159764-plotplan ORDER N0. 159764 . B.