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HomeMy WebLinkAboutBuilding PlansI ilk 8 U1 TL I t 'Ela tt, ]' 4i1NG: PEED ;:. Flat ftl5"K(A7'E�i� 9^�Lliii[�IMISSAIN10 pT!4 T''.TU!w s. NOT TO SCALE LEGAL DESCRIPTION: LOT 30, SABAL CREEK, PHASE i, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK23, PAGE 32 OF THE PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA. SAID LAND CONTAINS 2.82 ACRES, MORE OR LESS. ebl M " B b' f aq r l it -Ake Drivoq,, Port A Lucie, Florida IndexDrawing Sheet # T itle 'a Date i .� _ _ A-1 Cover Sheet with Location Map 2020-09-08 2021-02-08 A-2 General Notes 2020-09-08 A-3 Site Plan 2020-08-10 2021-02-08 b=1. FR,�;0r PGan 2020-09-08 2021-02-08 A-5 Roof & Attic Plan and Waste & Vent Riser 2020-09-08 A-6 Electrical Plan 2020-09-08 A-7 Door i WindowSchedules 2020-09-08 2021-02-08 A-8 Elevations - Front (South West) & a eair IF,41orthh East) 2020- -08 A-9 Elevations - Side ( NorthWest) & (South East) 2020® 9-08 A-10 Wall Sections 2020-09-08 A-11 rf lyding 'C ASS SecrH Ni Dletalls 2020-0 -08 M-1 HVAC Plan 2021-02-08 S-1 Foundation Plan 2020-09-07 S-2 Roof Framing Plan 2020-09-07 S-3 Sections & Details 2020-09-07 S-4 General Notes, Schedules, & Typical Defa is 2020-09-07 ARCHITECT: STRUCTURAL ENGINEER: CONTRACTOR: - HVAC CONSULTANT: OWNER: Kathleen S, Yancy Michael Lue Michael DiFrancesco Quick Calcs, Inc. Erik &Julia Melville 581 Beach Avenue NVI.L. Engineering 8840 Lonesome Pine Trail 2509 N Indian River Dr 5304 Stately Oaks St. Port St. Lucie, FL. 34952 2030 37th Avenue Fort Pierce, FL 34945 Fort Pierce, FL 34946 Fort Pierce, FL 34981 (772) 475-3743 Vero Beach, FL 32960 (772) 201-7797 (772) 466-6799 (772) 569-1257 BUILDING AREA CALCULATIONS UNDER ROOF AREA AIR CONDITIONED 4149.2 SQ. FT. GARAGE 659.9 SQ. FT. COVERED ENTRY & PORCH 324.9 SQ. FT. COVERED LIVING PORCH 1056.3 SQ. FT. TOTAL UNDER ROOF 6190.2 SQ. FT. CONCRETE POOL PATIO 1510.6 SQ. FT. TOTAL CONSTRUCTION 7700.8 SQ. FT. PROPERTY COVERAGE Zoning AREA Allowable Coverage AR-1 122,839.2 sq. ft. (2.82 Ac) 20% 24567.8 Proposed construction area = 7700.8 sq. ft. 6% ✓ F— PROJECT DATA: Address: 7827 Sabal Lake Drive Port St. Lucie, FL 34986 Zoning Designation: Ar-1 Jurisdiction: St. Lucie County Scope of Work: New Single Story Single Family Residence Design Criteria: Florida Building Code - 2020 Florida Building Code, 7th Editon Florida Building Code, Residential, 2020 Florida Building Code, 7th Editon St. Lucie County Land Development Code & Code of Ordinances Construction Type: Type III-B, Unprotected Combustible Use & Occupancy Classification: R-3 Residential Primary Use: Single Family Dwelling THIS PROJECT WAS DESIGNED IN ACCORDANCE WITH SECTION R322 OF THE 2017 FLORIDA RESIDENTIAL BUILDING CODE. THIS PROJECT WAS DESIGNED IN ACCORDANCE WITH SECTION R322 OF THE 2020 Florida Building Code, 7th Editon. 102�J3I 1� 2�2tiI2 i VIEWED FO CODE COMPLIA ST. LUCIE COUNTY BOCC Go 5HT. 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IF STRUTURAL I i'I /a" m --- -- IItPULL' p M -- a -------------- -------------------------------------- ---- I:. -- - --- -- --------------------------- - L N r l I } WN ---------- BEAM ___-___ - -- __ -- - - ------ _______ 1 g/ I 21-4/ II } '.� l u ' 5 u __ / x 1 3 i r_-__ 1 l i e /2 A -2/2 fB - /s /4 6/B s/4 ° g 6 z 6' 8 4 5' ! 4- l O B 5'-4� l 3' LP GAS PLAN LEGEND - I — -- a3ig" I C LU N 1 I � m I I I? 5TR RAL I BEVERAGE s: ",..- € I ' H CABIN[T9 EDRAL CEILING ON DEMAND GAS WATER HEATER W/ , ;; . v ' }.' . I L s I - - - CO x I I LIMITS OF TH NCRETE PAD Q BAR - v I L--� E t I I �-- LUMN I • '� ° w THICKENED Itr� RECIRCULATING PUMP LOCATED IN ATTIC ; i �_ BAR SINK FLAT CLG I I / KEN "P (PROVIDE INTAKE VTR.) " I ------- - -------- -- EDGE pSOlATE ♦ a IQICH ITCH. � x � • i � AC #2 E DE K E IDE ! WINE ICE ¢.. I ° 3" VTR JIB VENT THROUGH ROOF (SIZE AS NOTED ON ° tx $ r ' 4f N - - IF ' I I I 6-0° FINISHED -' OF LAT MI R RISER), FLASH AS REQUIRED I \ CEILING I I 39 I SHUTOFF I 1 I ' oHCABINErJ �' F-- POWDER b rO�tT N I -- - - I I ------- `4 ROOM �I — Gas Gas — w.w N �o AHU r In CLOSET BEDROOM UNDERGROUND GASLINE TO BURIED LP TANK " ,a AY'!��11!.; ` I COUM[R TOP - - - - - - - -- - �; , .,,:> I• I x � FLAT _ 4 SHf1VE5 -s%B 9'-3" 1 x� I � -,\ In of OVER i GARAGE PLAT CLG — HANG L RAT CLG iD I S a a? i ' AHU av SHMW5 �� I OVER m 'YF1 I L COUNTERTi?P - - J I V N ' \` LINEN 36 �! G.. r✓ ' -0H CABINETS iry. OSET CL05t7 1 i HAAl O 4 BA HROOM 3 \ 21 al ,♦ TCLG 1 . 4 DROP:` ♦ r .. .. : ,,, .. , e.: \. ;.::. x.:.> .,-,°,.,, I /, ' , a " ' 7 I7 6/ r� S 5 / e 4 # l I / N �F-4/4 4 3 € 2fg -. ....... ..3 I - t 7 fg. 2-2 4 2 /g O ♦ 4 \ 4 g \ %2 � g 1 -- c o .� ----' - - - -- - -- - -- - - - - \ I ` Lt3 " , I tl \♦ // r r r ,3 4a- 24. , 3 n 2, l „ /g 2610/2 � ♦ ri 6-lJ/4 9"-bf4 3-6/g 21ff2 .., ..,• -- I CD Z r, g: a O :. OFFICE y, GARAGE � ♦. I ♦ .REVERSE HIP CLG ., :.. UTlL1TY5/NK % rrr E ♦ ,. ALLOW R SLOPE c ♦♦. /ri ¢�. 35: ! Ip € if 4♦`` ; Jy, I 20 O / y TO SEPTIC .., -_:,� .,__ ,,,, -.t__. x __. ,: •� ♦ , ITC r;�-��♦ ♦\ , BE ROOM. i U I 5Y5TEM cry A m C m I j ..;}._. ♦�C♦ WALL ' 34 till c L. 1 I'/ r r ♦``♦♦ MOUNT r S ♦\♦.. s l3'l1�" i/ " 12'll5/tl 3 u WALL M'E 5CHEDULE - (5EE WALL SECTIONS 4 GENERAL NOTES FOR ADDITIONAL INFORMATION) TYPE STYLE GRAPHIC B" CMU SET IN RUNNING BOND IMTH FIBER -CEMENT EXTERIOR SIDING (SEE WALL SECTION A SHEET A-/ 0) " x l 6 x 16 CONCRETE COLUMNS WRAPPED IN AZEK (IYP) EXTERIOR (SEE DETAIL -SHEET A-/ I) 4B" HIGH 8" CMU SET IN RUNNING BOND WITH FIBER -CEMENT EXTERIOR SIDING ONE SIDE (Q OUTDOOR KITCHEN) 2X4 STU x 5 x- D5 aQ t 6 O.C. WITH /g GWB BOTH SIDES INTERIOR 2x6 5TUD5 Qa 16" 0.G WITH 5/g"GWB BOTH SIDES (INSULATE " Q GARAGE BEDROOMS, OFFICE # ALL BATHROOMS) 2x4 5TUD5 Qa I6 O.C, WITH /g ff GWB ONE5/DE I� I B'-O" 1 I I I I I I I f I I I I I 1 I pI I 'il 1 DW - -JI 1 — V 1 I 1 I - t - I, I ? I 11 I S CTURAL 1 �i WOOD 6EAM5 / /' a M ( R HIP RJJGES �` N O HANGING SW% G /i%� 2"` Q _.. V\ :,_:....,...,_ _..,, Q Ccj x "♦ -- UNDERGROUND I_ riN •,. U O I N �� -^-- -- - ♦� N I 4" ROP (0 GA5UNE TO v BEDR M 27 o w �,,_ F BURIED LP TANK EDGE OF FLAT C G = I DErAfV -A SEESTRUTU L PLANS I I ? EN x FOR M INFO I ' 1 I GOV D ENTRY a y Fut7jCCG N 1 I FL a 3 tc&=:!� N -- o I m 2-6 1 1 i I 3 e m 1 ro f 1 ( k a/ 4 B B-0° oc 33 1 I i 'a ' , is E ? r r of i+. 5 OVER _ r,.,,, O _,,,,, _-O"_`',..,: ♦♦ HANG 3 : € ! € i , ; � € € f _ I FLR TO cLG B 32 I / TYPICAL OVE HANG I I CONCR�TE COLUMA45 I °� l HIP OOP , ES EET&A-IO A a WINDOW I BURIED LP TANK. r 1 (9€ H �) ; ; s M >a I } ; _ SEAT O \ O ! 30 x f -1 m / BATHROOM 2 I SY , , z> ♦ i L---L--- --=• ^- - ------ -- --- -- ----1 N / FLAT CLG § 3 ( GLASS ------ 'i (-' F --- i ' - ;: `I .. f cn SHOWER ---------- ---- ------ ---------- 29 !r x ENCLOSURE -- ___-- _ o /2 v 3 » p 5',61 3'-u;3/g" 5'-23f4° SEE rRUTURAL PLANS EDGE OF CONCRETE SLAB 8 /B CONCRETE SLAB FOR BEAM INFO „> END FY MIRROR r MIRROR ° - x EXTENDS " BEYOND NCRETE v x ,p 3 " 4 4 ST P /g- _ _ _ -- -- ---- +..1 Mc i ROUGH COLUMN I- - - - - - - - - ¢° ..� - NSTRUCT+� „0 MC STRUCTURE (TYPJ ...9 l STER I [Q m MATCH I t1 L1MN5 CONCRETE , a FYNO I L_-- - '�------I - n •�-"O� - ,0 GENERAL CONTRACTOR TO COORDINATE CONCRETE PLACEMENT n Go WALK DoPICAL NFUC - FRA E INTERIOR WALL TO L - - i - ^ �, OVERHANG Q OF COLUMN FOUNDATION, PORCH SLAB, AND STAMPED / , 4" / l '_4" " ! 4" BO OM OP WINDOW SILL GABLE ROOF CONCRETE WITH CONCRETE AND POOL CONTRACTOlz5, i 5 CANOPYABOVE 4" 7-4' l3'-4" " 6' O" 4" 2'- l d 3'-6" I l'-0" A- I o / /'_O` ' 4 6 O• - I 3Or-6u B,-0" n-Io 22L 740 226' 60'8" ld-a" 94'° (OVERALL) O \\u 1. O rrQR^I vJ 2 0 LQN m a m0 � o 0 9 SEE WALL SECTIONS (SHEET — f=R01VT (SOUTHWE5T ELEVATION lJ A- 1110) FOR ALL CEILING HEIGHTS (5EE5HEET A-5) FLOOR PLAN t SHT, NO. /411 = I 1-011 A-4 GQ�i f;- ,f%Xol jOF l l C I O O v1 of N V- Ln I--- ---------------------------------- n-------------------------- --- a BEAM - SEESTRUCTURAL5 a L------------------------------- ---------------------- KITCHfN 'I` ' 4" VENT THROUGH ROOF rKITCHEN SINK I 4" 42 VENT THROUGH ROOF--r—stiI �w/2'A1R I VENT ADMITTANCE VALVE STACK r — C ATM CLEAN OUTT�ANT I DRAIN, WASTE VENTING LEGEND LAV I WATER KITCHEN ISLAND CK� SOIL! WASTE PIPE ,� N 2' SLOPES I CL05ET SHOWER 2" 14, SINK w/ 2"AIR I \ VENT STACK — — — — 3 ADMITTANCE VALVE I \ Ci cc 7 I \ MASTER KLFP ALL ROOF PENETRATIONS OFF OF FRONT (ROAD FACING) SLOPE 4" VENT THROUGH ROOF—bIL ,goo IT / SHOWER \ Q � � VENT � TUB 1 �+ I V " C STACK `1 I U Y 2 �0 2„ � L r — —LAUNDRY-I n SINK BAR -�� ■ 4" VENT THROUGH ROOF p !,4 26'-,3" I WASHER I (/) Q WATER ` I M 2' .SLLdP�—� 3'" GLC7IET oe°m tl/i911T i 3,-4„ 12,-8„ 10,�, \ I Q- 4' VENT THROUGH ROOF----«7 `!" " 1 STACK I 3\ I I BATHRO M U UTIL 7Y SHOWED f 3 (�$ ca 3, 4„ 6'-O" 3'-4" ! 2" \' Sa I ® SOc LAV 'L w/2 IR I ° ROOM ADMI ANCE i- — — -� �� WATER VAL LAV CLOSET V- :.__ ...._...._.._._.._.._--...:_ __ __. __... ._.._ .._._....._... I : WATER CLOSET <o N 2" SLOPE— . ... .. .... . . _ 4" VENT THROUGH ROOF—� a VENT I BATHR ` I I F l STACK I 24" s iq LAV WATER ILA C} Q4 CS CLOSET (SHOWER (' ;: - - - - - — — — — — — -- �� ---- SLOPE g" I In -- ---- -------- --- O I _ BUILDING W�`f•, I a BUlLD/NGDRAIN EQUIP St UTOFF; I I I I I w i S- CLEAN OUT c LIMITS OF CATHEDRAL CEILING BELOW I iOPE i I N'o i SEPTIC 5Y5TEM SLOPE } I I I a u) Lo 4 II II 9 ? �� o i I 4al SLOPEWASTE II , I. N - - kn AC #/ I I 4a] I ! O SLOPE 14 LIMITS OF CAT RAL CEILING BELOW I ---SEALED, I I SEMI -CONDITIONED I Y I ATTIC WITH 3/4" I I I PLYWOOD FLOOR ILI GENERA I I ' I I I I ,I 1.1 Ilk, o L o I ------------ Poll OVER OF BUILDING ENVEL! T I SLOPE SLOPE 9 6 25.212° 3'-5%261 L 2 NOT TO SCAt L a-s O w� N �I I I P, I &I I o ` PI w SLOPE A 772R00F PLAN NOTES ------------------------------------------- !. ALL DIMENSIONS SHOWN ARE ROUGH (MEASURED FROM - EXTERIOR WALLS: FACE OF BLOCK ON OUTSIDE OR FACE OF FURRING ON INSIDE - INTERIOR I I C SHUTOFF ! WALLS i FACE Of STUD) UNLF55 NOTED OTHERWI5E I 2, SEE SECTIONS (SHEET A-1 O) FOR ADDITIONAL INFORMATION. `{ 3. ON DEMAND WATER HEATERS ARE LOCATED IN ATTIC, I I 4. SEE STRUCTURAL PLANS (WITH ENGINEER5 BEAU INCLUDED IN TH/5 SET FOR I I 1AL?la1,TiAQAAL wF0R"47A N_ / 5. SEE 7RU35 PLANS (WITH ENGINEER5 SEAL) FOR TRUSS LAYOUT. { o I O HA 6. KEEP ALL ROOF PENETRATIONS OFF OF FRONT (ROAD FACING) SLOPE. 7. PAINT ALL VENTS TO MATCH ROOFING. NO ROOF PENETRATIONS Qa / / O FRONT (ROAD FACING) SLOPE r -- / NO ROOF PENETRATIONS Q d FRONT (ROAD FACING) SLOPE 115 OF BUILDING ENVELOPE ROOF PLAN Q o o -o 11 N � m O O •CLcKf�x R�V.h,= qYq Id£Y3 G�^i+LI fi 9 SHT. NO. A-5 OF ! / ELECTRICAL LEGEND $ ONE WAYSWITCH (I LOCATION) V THREE WAYSWITCH (2 LOCATIONS) $4 FOUR WAY SWITCH (3 LOCATIONS) $D ONE WAY51447CH wVIMMER sF ONE WAYSWITCH TO FAN $A3 THREE WAY SWITCH TO ATTIC (ILLUMINATED WHEN ATTIC LIGHT l5 ON) ® PUSH BUTTON FOR DOOR BELL OR GARAGE DOOR OPENER +42' HEIGHT ABOVE FIN. FLOOR AS NOTED - .. CONNECTIONS FROM SWITCH TO FIXTURE CENTERS INES INDICATE FIXTURE ALIGNMENT '06112- DUPLEX RECEPTACLE CtG DUPLEX RECEPTACLE CEILING MOUNTED =0 use DUPLEX RECEPTACLE COMBO 120V OUTLET* U5B CHARGER go 220V RECEPTACLE cFci DUPLEX RECEPTACLE - GROUND FAULT CIRCUIT INTERRUPTER (5EE N07F5) �wrzc DUPLEX RECEPTACLE wANEATHER RESISTANT COVER ® LOW -PROFILE PLUGMOLO SYSTEM (UNDER -CABINET) ® DUPLEX FLOOR OUTLET (DIMEN51ON5 SHOWN i TO SLAB EDGE) SPECIAL PURPOSE RECEPTACLE GARAGE DOOR OPENER EQUIPPED w/AUTOMATIC 5EN50R (TO COMPLY WITH UL 325 SAPETYAND CONSTRUCTION CODES) EXTERIOR SWITCHED GFCI RECEPTACLE IN SOFFIT (FOR CHRI5TMA5 LIGHTING) CEILING MOUNT LIGHT FLYTURE C€ILrAIG A40UNT PENDANT LIGHT RXT/tRP BEVOLO ELECTRIC CEILING PENDANT LIGHT g CEILING RECE35ED LIGHT FIXTURE - CEILING RECESSED LIGHT FIXTURE WITH Ax ADJUSTABLE ELBOW WALL WASHER TRIM (ARROW DENOTES DIRECTION OF ILLUMINATION) CEILING RECESSED LIGHT FIXTURE 9 vP SHOWERS (VP = VAPOR PROOO - --- CEILING RECE35ED LIGHT FIXTURE WITH wR WEATHER RESISTANT SEAL (EXTERIOR) ®-I WALL MOUNT SCONCE LIGHT FIXTURE LED STRIPI RIBBON LIGHTS (BELOW OH CABINET) RLTK RECESSED LIGHTING Q VANITY TOE KICK fMASIER BATTY, BATHS 2 4 3) EXTERIOR SECURITY LIGHT PLUMBING PLAN LEGEND' W/H WATER HEATER (SEE LP GAS LEGEND) H8 HOSE BIBB w/NON-REMOVABLE BACKFLOW PREVENTER WATER VALVE FOR ICE MAKER C WASHER SANITARYSEWER VENT LOCATION o (PLAN VIEW) 4' VTR JIL VENT THROUGH ROOF (SEE R15ER SHEET h A-5), FLASH AS REQUIRED S WALL MOUNT SHOWER HEAD # VALVES �O CEILING MOUNT RAINHEAD (MASTER BATH ONLY) -- ,'WELD 7OOUGH DRAIN (MASTER BATH ONLY) F4�CAMERA ,#2 LP GAS PLAN LEGEND ON DEMAND GAS WATER HEATER w/ W/H RECIRCULATING PUMP LOCATED IN ATTIC. (PROVIDE INTAKE VTR.) 3° VTR VENT THROUGH ROOF (51ZFAS NOTED ON R15ER), FLASH AS REQUIRED — GAS GAS — UNDERGROUND GA5UNE TO BURIED LP TANK 501Tff "TING 01W THIS GABLE END) lrse o` a WR wR ---- ----------- ---- -------- ---------- e ELECTRICAL NOTES I. ALL INFORMATION SHOWN WITHIN THI5 ELECTRICAL PLAN l5 SCHEMATIC IN NATURE. ELECTRICAL MATERIAL5 AND INSTALLATION SHOULD BE VERIFIED WITH THE CONTRACTOR AND MUST COMPLY WITH THE 2017 FLORIDA BUILDING CODE [FBC7, 2017 FLORIDA BUILDING CODE RESIDENTIAL [FBCRL THE 2017 NATIONAL ELECTRICAL +►, CODE (NFPA 70), AND THE FLORIDA AOMINISTRATIV€ CODE c j N 2. SMOKE ALARMS 5HALL BE INSTALLED 1N ACCORDANCE WITH [FBCR] 5ECTION 314 AND PBC 5EC770N 907.2.11. 3. HARD -WIRED COMBINATION CARBON MONOXIDE AND SMOKE ALARMS SHALL BE INSTALLED WITHIN 10 FEET OF i Q EACH ROOM USED FOR SLEEPING PURPOSES IN ACCORDANCE WITH [FBCR315. l .1 Q i 4. ALL NON-GFI OUTLETS TO BE ON ARC FAULT INTERRUPTERS. V U 5. ALL 15A AND 20A, 125V RECEPTAGL 5 THAT SERVE KITCHEN, BATHROOMS, LAUNDRY ROOM, AND GARAGE U J AND COUNTERTOP 5URFACE5 AND RECEPTACLES INSTALLED WITHIN 6 FT OF THE OUTSIDE EDGE Of A WET S BAR SINK AS WELL AS OUTDOOR LOCATIONS SHALL BE GFCI-PROTECTED IN ACCORDANCE WITH [NFPA 70 2 / 0.O(A)(I -10)1• 6. A WEATHERPROOF DUPLEX RECEPTACLE WITH GFGI PROTECTION SHALL BE INSTALLED ADJACENT TO EACH AIR CONDITIONING UNIT. DISCONNECTING MEANS SHALL BE LOCATED WITHIN SIGHT FROM AND READILY _gs ACCE53113LE FROM THE AIR-CONDITIONING EQUIPMENT. REFER TO PLAN FOR LOCATION OF AIR CONDITIONER N Q Lo Io UNIT. CONTRACTOR 13 TO VERIFY THAT A/C AIR HANDLERS COME SUPPLIED WITH FACTORY INSTALLED Q% U 1715CONACCT. [)VFPA 70, 440.141 7. ALL SPEC/AL PURPOSE OUTLETS SHALL BE PROVIDED AS PER EQUIPMENT MANUFACTURERS' SPECIFICATIONS. RS m �- 6.. RECEPTACLES FOR PERMANENTLY INSTALLED POOL MOTORS, OR OTHER LOADS DIRECTLY RELATED TO THE CIRCULATION SYSTEM MUST BE LOCATED AT LEAST 6 FT FROM THE INSLDE WALLS OF THEJ'OOL, BE GFCI PROTECTED, AND BE OF THE GROUNDING TYPE. [FBCR 680.22(A)(2). ALL I5A AND 20A, 125V RECEPTACLES LOCATED WITHIN 20 FT FROM THE INSIDE WALLS OF THE POOL MUST BE GFCI PROTECTED, 660.22(A)(4). 9. 5ECURITY, CATV AND DATA STRUCTURED WIRING SYSTEM 15 TO BE DESIGNED BY AN INDEPENDENT CONSULTANT WHO 15 TO COOROINATEAND VERIFYALL LOCATIONS OFALL SUCH EQUIPMENT SHOWN ON THIS Lj PLAN WITH THE CONTRACTOR PRIOR TO INSTALLATION. 10. ALL SWITCH, RECEPTACLE JACK AND WALLCOVER PLATE COLOR SHALL BE CONSISTENT THROUGHOUT. I I. PRIOR TO INSTALLATION, CONTRACTOR 15 TO VERIFY (VIA WALK-THROUGH WITH OWNER.) , It s It -& 2. POOL EQUIPMENT AND LIGHTING CONTROL 15 NOT INCLUDED IN THI5 PLAN. CONTRACTOR SHALL COORDINATE 1 I \ J _. EXTERIOR POST LIGHT FR7URE AC # l M OR i + ar ; "" I - - - - - - - - - - - t L• T CL ,., i , `"' CEILING RECESSED LxHAUST FAN w/LIGHT r , I FLAT CLG CABANA'! i3tlFFF1 \\ svP (VP'= VAPOR PROOF) VENT TO EXTERIOR ,__------ _ _ -- ----- _._ - ..... _ _ _ i- 7)YI �� i It 1 " II 'yam / �..... �. �._�.��` '�-` -�` CEILING RECESSED EXHAU5T FAN " VENT TO EXTERIOR 12"WIDEFLUSHMOUNTSQUARE I / 1 1 1\�-- \------------~---- �� 1 t I I \ t ' I L------ �- ---- ° ' CAME / ` 1 J. t i. t t t t -t ----1------------- _.. ❑ LED FLYIZIRE WITH DIFFUSER LENS I 2 � T . � .�\ \ 1 +821 � 1 t I � r SHOWER 36" WIDE FLUSH MOUNT SQUARE I - �,fl i + . -� �. \ 2° ...... NM- 77ET 2� ................" — J ! 1 I;I Imm ----- CLOSET ) LED FIXTURE WITH DIFFUSER LENS I s ° 4 .� +4zi use I t 1 I I e -- (` .......... ..... ...... hVR'RIOR CA&ACTI _ _ 2 ER CA TRIP NG `` L--_ — �.— — I t1 GENERATOR LOAD RONT `\ I I ` I \ I i = = - - - - - -t _ SHOP HANGING SHOP LIGHT - 36" WIDE LED I D R wA3neR _ +42° \ ! I _ I -` ! ------ ---- --- - -- --- --------- LAUNDRY +421 U5B r ---__ I TRANSFER MouNT SINK t 1 \ I 7r -�. FIXTURE WITH DIFFUSER LENS FZAT CLG t \ r SIITCHE OH CABINETS I i � LI,, - ; �� .' 7T �` -- N 6 , �4 I ADJACENT SWITCHED RECEPTACLE I - I F'-- 1 , , t - t ` g'' _. g.. +42\ Use 1 / DW I I I INNG A f i to i - 1 I GREAT ROOM t _ i ; ,� I , ' 1 I \ MEOXALICL %, t ;F ...,, m I cam RAL ccG W , o I ' r_ lye WALL MOUNT CLOSET LIGHT FIXTURE �`--- cD� BrTaw I I 1 - ----------- _ OH CABINET5.-- -------- CUBBY +42� use I , GD I 4 — _ J L — _ — — — — — I 0 (DOOR =DOOR ACTIVATED STITCH) M - _ - I _ f i \ \ G NE TOR /NETS _.. ! ...._ t r - '� _ I-- I I ASTER BATH ANGING ROD �� .. I +- 1 7 _ \ ► �__ l 33" UNR .. I t I I I PLAT CLG I 5 ^.ta - - - - ' CABINET ! 52' DIAMETER EXTERIOR CEILING FAN 1� 1 _ � _____ ----- , +4zT U58 i MOUNY5/NK I �i el .. L'® �'- (MONTE CARLO MAVERICK) 42" +42 I ; - i I I �, 9 g 1 ( 1 ..s _ _ r+� 1 KITCHEN [ I DW I 3 t / �,,,, - ALL MOIJNT`yv +14 ! / PENDANTBYOWNER ! u \ C� 52" DIAMETER INTERIOR CEILING FAN -G" ` H I L 1 r I� Imo. I I , ELEC PANELS - - 1 S C RC > - l4 DROP 42° , - ' `' I ` - -- T OVER 60' HIGH REMOTE CONTROL I ��/� ' i ' �` \ i 1 �r-='-•'- y �� t_ I .. v,'„ Iil s �•° ,' RL ® DOOR-BELL_CHIMES �_------ ' `- +le° i i f _ TAN SS WAXIER 1 UNDER CABINET / 1 i \� _ t\ Y6C� j t�\ I GFci° MIRROR 3TRIr UGHTING (r1T1 L____ _ _. - - \� ^ _ - - +4 MC MEDIC/NE CABINET I -'� HEATSLaeATED r =-, `t +a2° i i ,/ +set \ --- y'---------~ TO ATT L \ L AFl ATTIC ' I t ; ® WALL MOUNT 1 �, t` --� 1 r , I t i - - - - - - _ i ON DEMAND WATER HEATER /------------------1 ��II - - - - - - t n / OPT}ONAL WALL MOUNT �� To- PROGRAMABLE THERMOSTAT / LOCATION FOR GARAGE i i t III `t if III t +42 1...-_ �- ........L... I , _ ____ _ \......_ ------- I I \ I. 1 1 i - i ,f �` I �°^- -,°,- _-- _- R OPENER (VERIFY X/ \t III ,t r' III t 1.___ __�__ _ _' ` :l I :� BEVERAGE _ _, ----------- ____- r WI OWNER PRIOR TO t L J I , OH CA8lNET5 -- - DUAL 5FN50R SMOKE * HEAT I i 1 L- J i NDER G G `FLAT�G G ��~ - t - L L - - J r-_ ter- az 1 --- - CAMERA +k7 ! ELE RICAL ROUGH IN) / ` � _ N� t sH DETECTOR (CEILING MOUNTED) ----- �i IGTCHHENNAAIDE 10Nape WINE ICE, t +{r2• Ml 1 FqcSMOKE 4 CARBON MONOXIDE DETECTOR t I I ' I ! 1 / r FCI - -- 1 r . , SL�SLAB 1 + � 1 .___.... UNDERGROUND ELECTRICAL i I ,%l ' c ' / i , I 2° ' tt\ I +42 ' ``� -- I tl �GWDE 'F OATAOL i I 1 OH +42 F__ - r BEDROOM SERVICE ENTRY POINT i I 1 Rc / I 2° + 1°ATA DO� ! CONCRETE . UNDER CA�y, ET srmP + 2^ - - - - ! I __l...__. _ ,.. _.:. t.__._.- ..__ ! AHU . F! I I I�CL05ET r --APRGN .......... - I ucn M!c a eoUr�€erDP ,aT CLG 4 DISCONNECT SWITCH 1 CEILING MOUNT I 1 I I + r I rn RoucHouFeANrR 7 ` 4 i + x i i' SHELVES FLAT CLG ® ELECTRICAL PANEL BOX (SEE OPTIONAL 1 I , PANT�� UNDER CH77NG / -0. i LOCATION ABOVE) i +4�° L r3AT CLG,j I t1 az°s uPuc tnNG I �'-- i !SHGARBAGE DISPOSAL - LOCATEtjGARAGE �- I tiI;i I GD SWITCH IN CABINET BELOW SINKI , HANG I r PLAT CLG OIIN7ER TOP i A I I SHEL l% 1 I LOLINEN -------- �.- - '.J• J CLOSET t I N / � I I / A , Bl + 2° I+42 CLOSET 116 TJ/173t 1dtTS 42' A / SECURITY LEGEND ;� 1 = T +42 +2° / 11t i 44 RC �. , DROP 2" TELEVISEONJACK/COAXIAL CABLE CONNECTION -- - I ww O +az" TEL > TELEPHONE JACK CONNECTION ------______--------\\ ///.. o DATA ROUTER (CAT 5e CABLE) i l GARAGE OFFICa // ----- - \` - '' IRR �T® DATA JACK (CAT 5e CABLE) WALL MOUNT i UTILITY51NK STORAGE +�2, / \ \\C E ��� i +42' t I .J �a2° I r' DATA. t [ ALLOWT-OR SLOPE ! ,, DATA® DATA JACK (CAT 5e CABLE) FLOOR MOUNT ` _ 111111111111 Ill HE M - t `!`' ` ` _. I / t t , .. >.... �, J^. I t Q i BEDROOM DATA DATA JACK (CAT 5e CABLE) CEILING MOUNT \`� wRc t/ � I I U\ 3 FLATC G%6_------`® ----- CMEMOUNT MOUNTED SPEAKER © SECURliY SYSTEM CONTROL PANEL + - T / V77 I ` ' I ---------- - I e t € t AC #2 I SHUTOFF IDm 12zs 1kkb I 1+42° c� t 1 I I L` c® f TERIOR (WEATHER /'ROOF) 5ECURfTYCAMERA DATA a I{� 1 L / +4r r I � � I u.t t 1 I / ., I - - - - - - ! 1 �i BEDROOM METER (5UFFUED BY UTILITYCOMPA109 UNDERGROUND CONDUIT TO UTILITY COMPANY (SUPPLIED BY OWNER) #4 CU. GROUND TIED TO CW PIPE/ BUILDING STEEL * DRIVEN TO GROUND ROD s i OVER HANC i 13URIED LP TANK BATHROOM TO LANDSCAPE LIGHTING HB M/RROh y l +42" t I WR \ L RECESSED LIGHTING 9 VANITY TOE KICK p1P)- t i�LLL J✓L✓I / 7t RL 4°DSnOINtg���, Y i MC N! b�Z +30° +42° I IR� I ICU I \ 1 \ t t I h'ROR +42 —CAMERAELECTRICAL PLAN ,- �j a] 5HT. NO. A_6 of l It a Ln of m m N O N co N I co do 0 0 N co co III FINISHED FLOOR IIII ( FINISHED GRADE , FLOOR -- - 4" DROP FROM FINISHED OV FLOOR TO PORCH /2 6� DECORATIVE BEAMS (BEYOND) ABOVE STANDINGII - ®I®MINNIE r ,� POWVERrI I• • ■ \\ BRACKET ■ _ SECTFI I ■ � � ®VERIFY I CONFLICTQ SEE WINDOW DETAIL SHEET A- I I 11 L\ HARDI TRIM ALIGN DOOR € WINDOWS ®ABOVE NDOW NOT VISIBLE FROM THI0 O4 ABOVE OR OTHER ELEVATIONS, (MATCHES WINDOWZG) - 38'-8 I/4" RADIUS @ GABLE ARCH !2 ,�6 FLASHING 'ED CONCRETE SLAB (SLOPE 79 " PER FT) © <�> 05 <�> Q 06 tIl 8=4" HEAD HEIGHT OL ABOVE CMU SHELF -- HARDIBOARD TRIM g CORNERS, WINDOWS, 4 DOORS (1YP) HARDIPLANK FIBER CEMENT EXTERIOR LAP SIDING (I)'P) FINISHED FLOOR GRADE MAX HEIGHT 3LCo = 35' MAX HEIGHT HOA DRVM = 35' <N nl ri N B'-4" EAD HEIGHT ABOVECMU5HELF TOP OF WALL aGJ i 4LO" ABOVE FINISHED FLOOR GE ERATOR IN BACKGROUND 3 fvC 02 GA GL FLOOR G DE i 07 M N :� U � oQ Q k �mv v J rJ � M N h 1 [1 I� 0 • �. �T* F ■: I ti 0 O o O _m � � O 5HT. NO. A-8 OF ! / SPA PER CON Sbi-"'!,7 POWDER COATED ALUMINUM BRACKET (SEE SECTION E SHEET A-10) — FINISHED FLOOR GRADE WINDOW CALL -OUTS HARDIETRIM BATTEN BOARDS WITH RUSTIC GRAIN FINISH OVER HARDIEPANELS VERTICAL 5101NO WITH SELECT CFDARMILL0 FIN15H. 14 I j POOL EOUIP SHUTOFF COLUMN I (TYPICAL) OUTSIDE KITCHEN WALL w/STONE CAP COLUMN 2 I' POOL PER COA15ULTANT CONCRETE PORCH SLAB j O V I 'a CONCRETE CONCRETE a AAC I1 N. CZ 12 Li 0 � Q Q � � � V M '1^ ^a vJ Y� 6 ti F 12 r ` TTI A A <<<N.cl N t\ N L ELECTRICAL 5ERVICE (ILJIVLF-A DRYER VENT A1C 5HUTOFF d HIP ROOF OVERHANG w/GABLE END nN15H Qa COLUMN (BEYOND) 3'4° HEAD HEIGHT j. ABOVE CMU 5HELF — SEE SECTION D, 415HEET A-1 O - FIN15HED FLOOR ® ■ \ \ 'ABOVECMU.9HEIF, P014VER COA TEO ALUMINUM 13RACKE, (3EE SECTION E. 51A, INS ■ rr•Ilr� mammENSE M M N�W -- ��r� � fir. • 50LID GARAGE DOOR NO � O O DOOR r ., T, WES91"), ELEVATION 11 I 1-011 A-9 GOA O /`/l1 /G III IA•1T ro ALL WALL SECT/ON D/MFN5/ON5 ARE ROUGH (MEA5URED FROM — EXTERIOR WALLS: FACE OF BLOCK ON OUT5/0E OR FACE OF FURRING ON IN5IDE — INTERIOR WALL5 : FACE OF 5TUD) UNLE55 NOTED OTHERWl5E 12 \, 12 -30 POLYICYNENE OPEN CELL SPRAYFOAM INSULATION TWIC.4L @ V N NO ROOF PENETRAT70N5 (VENTS THRU ROOF) . IN t' \ OF ROOF D GK *ABOVE TOP PLATE lDE ON FRONT SLOPE (SEE ROOF PLAN) ,c o p, SFF STRUCTURAL PLANS FOR CU tt ADDITIONAL INFORMATION " SEE neuss sTRucTURaL PLANS 5FE STRUCTURAL PLANS FOR Q TRUSS ADDITIONAL INFORMATION v TRUSS MFG'R „ TRUSSES PER V 5 J PLYWOOD SHEATHING OVER WATER RESISTANT FOR ADDITIONAL INFORMATION V U = BARRIER OVER PT 2x FURRING TOP AND BOTTOM ` ? TRU55 MFG R STANDING SEAM METAL ROOFING PANEL OVER J 12 _ 12 WATERPROOF UNDERAYMENT INSTALLED AS PER CONCRETE BEAM (SEE ` y ;+ ROOFING MANUFACTURER'S INSTALLATION I15TRUCnOA15 RS SEE SECTION A FOR TYPICAL EAVE INFORMATION STRUCTURAL PLANS) ` t \ :: CC \ „ r R�30 POLriCY7VENE ... TOP OF BEAM TOP F BEAM \\. r, .:..: OPEN CELL SPRAY FOAM O M s, O O SEE STRUCTURAL PLANS FOR 518" CDX PLYWOOD SHEATHING SECURELY d � 70P OF BEAM `, - \\ ,. INSULATION 1YPlCALQ p.. ,• . v ` \ *,. NAILED AS PER NAILING ZONE DIAGRAM M = ADDITIONAL INFORMATION \,.. \ UNDERsIbE of ROOF oecK - - _ HARDfE ARTISAN ACCENT N TRUSSES PER (SEE STRUCTRUAL PLANS) i d ABOVE TOP PLATE i Y TRIM FOR FRIEZE 80ARD N _ TRUSS MFGR r 4 TEG OVER "•*, L9VG/NEERED WOOD TRUSSCa w/(YPlCAL 4 \ 8" SEAT PLATE d 8" RA15ED HEEL U N a0 W :, „°:, PLYWOOD L` Z OFFICE £FLUNG r\ 12 „ . ; HARDIEPANEL® VERTICAL SIDING _ � ` _ 12 \ CYPRESS BEAM WITH SELECT CEDARMILL® FINISH a )Y 1 ' t ( ) 4x8 CYPRESS ASSUMED %8"SHIM SPACE FUR/SHIM �G 2x BLOCKING OIL TOP OF COLUMN 2 TEG CEILING OVER % " GDX PLYWOOD TOP OF BEAM TOP OP BEAM TYP WALL SECTION A "" - HAR!?IETRIM BA T TdG PORCH CEILING ON i/ COX PLYWOOD a y .__ . _.:. -- MTH RUSTIC G 1N FINISH 2 r.Y r \ �.. "e HARDIETRIM 514 BOARDS HARDIE TRIM WRAP FLASHING (MIN 6 VERTICALLY TYPJ HARDIETRIM \\ ' T#G CEILING OVER %z"CDX PLYWOOD l'-6%q " C OWN MOLDING #3 CR04VAl MOLDING !NlSHEb E DETAIL SHEET ! 1) (SEE DETAIL SHEET A-1 / 2x8 RS CEDAR SEE STRUCTURAL PLANS FOR BEAM SIZE 5/4 BOARD "" HARDIETRIM FASCIA OVER KEEP 51DING 4 S EATHING MIN 2" OFF OF ' FRIEZE OVER 9'-4" i >' 5/4 BOARD ROOFING (TYP) LASH MIN. 6" VERTICALLY „�,:: SPRINGUNE Q REVERSE HIP CEILING (OFFICE) "" 2x6 SUB FASCIA BLOCKING TOP OF COLUMN l HARDIETRIM 5J4 BOARDS i . fir; C OWN MOLDING 02 FRIEZE HEIGHT ( BOTTOM OF TRAY CEILING STUCCO SOFFIT DETAIL SHEET l l) ASTE C FLAT CEILING ALL OTHERS OVER GALV HIGH �i , i It STUCCO SOFFIT IX EPT GREAT ROOM #REAR PORCH) L' o 4 2'-6"OVERHANG 2'-6" OVERHANG OVER RIB LATHE ,.._ RB METAL LATHE <,> r ( 2x,5 Pr LEDGER 2'-6" OVERHANGle ALL CEILINGS (LaCEPT PORCHE5) TO BE E EXTERIOR = INTERIOR 2 WALLBOARD FURJS l�lM SBOTTOM 0 �\ f SEE SECTION A REAR LIVING MASTER w USE HARDIE ARTlSAN� ACCENT TRIM ; { ' ADDITIONAL j PORCH s ` 1 BEDROOM 2 TRUSSES FOR SMOOTH CEILING PLANE ^` FOR ALL CORNERS, FXTERlOR DOORS # ` WINDOWS. KEEP MINIMUM /e m FROM END INFORMATION S ? 2 y't - PLANK OF 5/DING - CAULK ALL GAP5. r0� 5 USE GINS COMPATIBLE SEALANTCOLUMN 2 Q CATHEDRAL U 0 ALL GAPS AND AROUND ALL CEILING PORCH AREA O i 2 i,, O 2 WALL PENETRATIONS EXTERIOR {SEE SECTION D FOR COLUMN I 2 � O , SEE SECTION A W 0 CONCRETE MASONRY UNIT ` i 5 Q FRONT RE PORCH.) O (THIS SHEET) U INTERIOR O N COLUMN l (j FRONT #REAR PILASTER COLUMN WITH O FOR ADDITIONAL 2 HARDIE ARTISAN&LAP 5/DING WITH U J PORCH: (SEE SECTION D FOR AZEK WRAP (TYP PRONT O i • 'i :ix, INFORMATION a r, _ N I I4 " O RLAP w/ LATEX PAINT Z ca n= i REAR PORCHES) - S _ Z F1N15�L-(RE = C N CEILING PORCH AREA (SEE DETAIL SHEET A-J l) O QZoe P 2 e AND PAINTED wJ LATEX PAINT PRAC77CE5 INSTALLATION GUIDE ._ O HOLD AWAY FROM SLAB SIDING AND TRIM PRODUCTS - HZl O of EXTERIOR EvIrRIOR b O O W i O ( ) �O U ti. a AVAILABLE AT WEB UNK BELOW.) O O SEE 5TRUCTVRAL PLANS FOR ` O W O' `V W SEE SECTION A ¢ t i.. Z O n-FOIL M-SHIELD REFLECTIVE ADDITIONAL INFORMATION - u FOR$. T. N ' INSULATIONOVER /x PT WOOD U ADDITIONAL O PURRING STRIPS Q/ 6' O.C. 5 Z V INFORMATION W s Z O Z WATER RESISTANT BARRIER (WRfi) 5 U O 5 U ,I ' J CONCRETE BLOCK MASONRY UNIT ui SET 1N A RUNNING BOND W777-t SEE GENERAL NOTES (SHEET A-2) -- - FOR ADDITIONAL INFORMATION, CONCAVE JOINTS O INTERIOR FINISHED FLOOR INTERIOR FIA115HED FLOOR ONDRYWALL AND INSULATION ' fl (ASSUMED 3/4"FOR FINISH (ASSUMED 3/4"FOR FINISH AND AND SHEET A-! 1 FOR DETAILS FLOORING MATERIAL) FLOORING MATERIAL) U HOUSE SLAB NO CMU SHELF HOUSE SLAB �� RECE EED CMU SHELF BASEBOARD MfN.5 FOAM MASONRY L FOAM INSULATION O FINISHED FLOOR J Q PORCH ; NO CMU PORCH SHELF BELOW TOP OF SLAB zs (ASS WED 3/4 " FOR FINISH FLOORING MATERIAL) 'J B 4" REINFORCED 4" REINFORCED BASEBOARD CMU SHELF RECESSED ! %2 " CONCRETE PORCH SLAB - CONCRETE PORCH SLAB - 4" REINFORCED: BELOW TOP OF SLAB SLOPE @ %a "PER FT `j" SLOPE @ %"PER PT CONCRETE SLOB 4" DROP FROM �f FINISHED F OOR CONCRETE SLAB (SEE J AWAY FROM HOUSE (SEE AWAY FROM HOUSE (5EE EXTENDS 4" BEYOND HOUSE SLAB TO (ASSUMED 3/4 "ABOVE SLAB) STRUCTURAL DETAILS) Z FLASHING MIN 6" UP I 1 STRUCTURAL DETAILS) _ STRUCTURAL DETAILS) COLUMN (/YP) PORCH SLAB -,-- - _. +0'-O" CMU SHELF +O'-O" CMU SHELF 3 = IATFX PAINT N 4 DROP — — 4" DROP — — —C�? +O-O" CMU SHELF +p'-0" CM OIL M U SHELF b MINIMUM CLEARANCE 51DING TO GRADE F °I'D MINIMUM CLEARANCE TO GRADE °. MIN/MUM CLEARANCE TO GRADE " \ / °.,.., / / i, / io 7/ '/ .,. a: GRADE �, : i - s v /\r '\/..,'*.,/\'..,\' /\/\\f\I\� /, /' / GRADE \ \",\ .\ \ aFOUNDATION \ / ., :. ;... .', \ , . , \ ., \ \ \< SEE FOUNDATION PLAN / / EE FOUNDATION,' - \ , \ ,,,./ /� ,��,; ,. /\ ,\ \ / ,,\ '\ /\` \ /\� / \ \ ° �, i\ ..., .°\ . \\ \ PLANS FOR ALL + ." \ \ \ \ \ \ S FOUN ON > , ./ // ,/ // , / 7/ / / / ;, , / SEE FOUNDATION . /, / Ji, / / , : /. . /, d . / %/ ,, % / THICKENED EDGE / :/ / FOR ALL TOOTER DETAIL /\/� �I\\ " \ \/\\/\\/�\/\\ \ \<\/\ \ ...., , ` /, / /\.,, /, . s / . TOOTER DETAILS / / / . \ \ PLANS FOR ALL \; \ / \ , • / , ../ \ \,:." \, PLANS FOR ALL M . ,� / / \: \ \ :\ / ..\ r \ : ,,, " \, \ ,,.., . \ \/ ., PER PLAN > AND INFORMATION \ \ \ / r / .. // ! ,/,,. r / / ./ / r ! / \: . \\ AND INFORMAT70N \ \ POLYETHYLENE VAPOR BARRIER > TOOTER DETAILS ..// / . / /," f/\, / 1..,. 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' I MT5 30 WRAPPED AROUNG LEDGER Q E k0l RAFTL \ OD \ ' MATCH ROOF, OVERHANG, *SOFFIT -- - -- -- -- 2x6 RAFTERS @ 24"0.C. 2''-0" OH ` N�7Zhf @ BEAM BLARIN &A!" HEAD HEIGHT (NON-STRUCTURAL) ABOVE CMU SHELF A 34 CLIPS EACH RAFTER O 3x8 P.T. BEAM wJ(2) %2"DIAM 5.3. BOLTS * %4"ALUMINUM Q R- V" BRACKET EACH END O APPLIED WOOD -+ ING l GYPSUM BOARD (DRYWALL) CEILING - 2x2x/4 POWDER COATED 606) U_ BOXED BEAMS CROWN MOLD # W T6 ALUMINUM BRACKET wJ (NON-STRUCTURAL) 3/6" WELDED 1W BRACKET STRUCTURAL /4"ALUMINUM PLATE wJ (4) U COLUMN Q WALL _ f2"DIAM5.5. EPDXY BOLTS ro T*G GELLING - — CROWN MOLDING # / `I f Z 9' (TOP OF ALL WALLS TH15 ROOM) APPLIED WOOD BOXED BEAM Q BOTTOM OF GIRDER I TOP OF COLUMN r. i = r LQ U SEE SECTION C, -3 / SHEET A- I O / PORCH SLAB BUILDING SECTION - n ALL BUILDING SECTION DIMENSIONS ARE FlNl5/—1 UNLE55 NOTED OTHERWI I , sl ! ` _o- l ( Sh7. NO. A - IC C G OF / / CROWN MOLDING if Z O SHELF W/ ROD rz CLOSET O PORCH ROOF (IN FOREGROUND) ATTIC N AREA k APPLIED WOOD DOXE9 BEAMS (NON:. -STRUCTURAL) Z" (AT TOP OF WALL BEYOND) CROWN MOLDING # I SUMGYPWALLBOARD GYPSUM WALLBOARD APPLIED WOOD BOXED BEAM BOTTOM OF GIRDER CROWN MOLDING APPLIED WOOD BOXED BEAM -------- BOTTOM OF GIRIREff CROWN MOLDING #/ DING 3 CROWN MOLDING # 3 CROKIV MOLDING I HIDDEN COLUMN (BEYOND) GLON ------ - 17-7, 1,7777777�� ------- ---- i WINDOW SILL DETAIL 311 1 1-011 TILE r/N15/1 OVER CEMENT BACKER BOARD (USE WATER RESISTANT DRYWALL "GREENBOAR17 IN ALL OTHER WET LOCA TION5 FINISHED FLOOR % CONCRETE BLOCK MASONRY UNIT WITH X (ASSUMED 314 a FOR FINISH DMERIOR SIDING (5EE SECTION A) FLOORING MATERIAL) CMU SHELF RECESSED 4" REINFORCED CONCRETE 14" BELOW TOP OF SLAB FILE SLAB (SEE SECTION A) -ZL DROP FOR SHOWER +(7-(7 CMU 5HELFd-, 1110 to GRADE X X 44 x4 TRIM MITER CORNERS SHINGLE MOULD CASING PROFILE SLOPE FLOOR -011 MASTER BATH 414 A-6 TRIM (ABOVE) % ff AZEK SHEET SHOWER FOR RECESSED DRAIN cmu PILASTER SCOTIA DETAIL PROFILE BLOCK 614 x 10 TRIM BELOW r CROWN ABOVE FINISHED EDGE FINISHED EDGE OF GM3 CEILING OF GW23 CEILING 46 OF CONCRETE (51DE VARIES WITH LOCATION) FINISHED EDGE OF GWa WALL COLUMN PLAN A2EK-a (FRONTIER FINISH) TRIM MOULDING CM 4 7 PINE CROWN MOULD FIN13HED EDGE OF GVV5 MALL M 47 PINE CROWN MOULD 9 ALL COLUMNS *51NGLE PILASTER GLUE TO SUBSTRATE * MECHANICALLY FASTEN J;(PINE AS PER MFGR IN5TRUCTION,5 CROWN MOLDING# I CROWN MOLDING,02 CATHEDRAL CEILING WALL @ LOWER CEILING @ MASTER BEDROOM COLUMN DETAILS LIVING * ALL OTHER ROOMS NOT NOTE @ #2 * #3 1-112 1 -70" MATCH PILASTER @ FRONT PORCH LL,l z (s) LQ LL., rnAlrFPTI JAI PIJRPnqF4 nAfIY z3f:FrAR1NFrP1AlVq Fnj? Al I e7Ai91!%1FTRY IJ SECTION A -A (DING SECTION) ALL BUILDING SECTION DIMEA131OA13 ARE FINISH UNLESS NOTED OTHERWISE. 3/8 1 -0 N SHUTTER01 SHUTTER 02 (4 TOTAL) (2 TOTAL) SHUTTER NOTF5: 1. FRONT ELEVATION ONLY 2 DECORATIVE (NON -IMPACT) ALUMINUM COLONIAL SHUTTERS. 4. POWDER COATED TUBULAR FRAME, 512E AS NOTED— - - - - 5. POWDER COATED 24 TUBULAR LOUVERS, 6. 312E AS REQUIRED FOR MNDOW5 - VERIFY IN FIELD. 7 COLOR AS PER OWNER. fill SEE SECTION E SHEET A-1 0 CAN OPY'DETAi L- 1 -011 HARDIBOARO TRIM 375 9132" WSEE WINDOW AND DOOR SCHEDULES SHEET A-7 TRANSOM WINDOW DETAIL 11211 I-0il 1 /2" i 3HT. NO. A- I OF / 7" OMAPATC P =-� ay Q RffAR OVORTHE45T 04 TRY ELEVA7-10N) A ;9 . ..... S4�00 (OVERAW (4 412t6V COAMM 4w 12'-0v � k a7ZV4r.7 4� I t-4 MEN05 -e 3 1 goc- BEYOND gac-H OMUMN YVAV IOUGH COUM i A= 4' O)ID) t—N-s. 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I Q !�Aos a HIP RA X-. f$ MANGIMF -WA VQ UN04WROUND - I J— - - t aA5VtZ 710 BUMD LPrANK *wpx � 6�� ;4 1--� AA rw NA MAN OVO 0ANG I PL9 70 4w I 2 OUR= LP MAK I = n �qfffs m,7zvjgAL 2 BIWAM /AM WAT ;P - - ---------------- Li OArHROOA4 . . ..... .......... 4 44tMorOW L I \ STEPPED CONC. BEAM AS PLAN L CMU WALL AS PLAN, PROVIDE (2) FILLED CELLS w/ 1# 5 9 EACH STEP AS SHOWN, CONT. VERT. REINFORCING TO TOP OF BEAM 0 Z Iq c O� CMU PILASTER COLUMN AS MASONRY BOND BEAM OR CAST IN PLACE CONCRETE TIE 0 EQ. EQ. BEAM AS PLAN, PROVIDE A MIN. 8" ALL BEARING WALLS 'oIn PLAN, REINF. AS SCHED. c: 01 cq DOWELS TO MATCH COL. C'j F REINF. (LAP BARS 30" MIN.) LAJ :3r. PLACE METAL LATH OR WIRE SCREEN OVER CORES z c: <0 8" CMU WALL & VERT. WALL PROVIDE CLEANOUT OPNG. NOT TO BE FILLED (SHEET METAL & FELT PROHIBITED) (D (3 HORIZONTAL 9 go. LADDER 8" CMU WALL AS PER PLAN > -0 REINFORCING AS PLAN HORIZONTAL 9 go. LADDER :3 '= LL TYPE STEEL JOINT REINF. Lu < 0 TYPE STEEL JOINT REINF. 4" CONIC. SLAB AS PLAN THICK. SLAB EDGE AS PLAN Lu () _c @ 16"o.c. VERTICAL p 16"o.c. VERTICAL VERTICAL REINFORCING w/ AT LL —VA— Z :3 8" WIDE x 4" HIGH MIN. L. f cf) DOWELS TO MATCH WALL 2x6 STUD WALL w/ STUDS 9 4 DOWELS IN FOUNDATION, SEE PLAN 0 � r� -r to REINF. (LAP BARS 30" MIN.) CONIC. CURB w/ 1 #5 CONT. _4 TOP/SLAB & TSE AS PLAN 11 16"o.c. AS PLAN, SEE TYP. 4-Ij FOR SIZE & LOCATION, LAP 48 BAR C:) 0 PROVIDE CLEANOUT OPNG. YY ISOLATION JOINT AS PLAN 4, PROVIDE CLEANOUT OPNG. BEARING STUD WALL DETAIL— DIAMETERS, PROVIDE HOOK INTO TOP 0) (y) 4) ol 4" CONCRETE SLAB & REINF. @ EACH FILLED CELL 4" CONCRETE SLAB & REINF. @ EACH FILLED CELL %4 z 10 •OF BEAMS WITHOUT WALL ABOVE C5 co U3 AS PLAN NISHED GRADE UJI .91 AS PLAN --� % I I jl�j 1� C%j 0 C'4 L L Fl L W CONCRETE SLAB & REINF. #4 DOWELS AS PER PLAN TOP/SLAB & W FTG. AS PLAN TOP/SLAB & FTG. AS PLAN AS PLAN GROUT ALL FILLED CELLS SOLID, PLACE to > — — — — — — FINISHED GRADE TOP/SLAB & FTG. AS PLAN R FINISHED GRADE , . . I I F�_ F .0 TOP/FTG. AS PLAN (FO LOW LIFT GROUTING) GROUT 0 rLl'mi rT —1 - AT COLUMNS SOLID ALL CELLS BELOW GRADE F, III III71-, — — — — — — — 4 0 4#5 SW @ 8 1 IIIY// x CONIC. FIG AS PLAN HORfZ. LADDER -TYPE JOINT REINF. @ SEAL: I r .. A, CONC. FOOTING AS PLAN CONC. FOOTING AS PLAN ''—I IM-1 NOT-116;y 16"o.c. VERT. STARTING @ FIRST COURSE L ABOVE FOUNDATION, LAP SPLICES 6", USE u 0 U PREFAB. Ls & Ts @ WALL IN W W THICK. SLAB EDGE AS PLAN Lw_ W OR L MORTAR CROSS WEBS ADJACENT TO FILLED CELLS TYPICAL EXTERIOR WALL FOUNDATION 34 1 1-011 TYPICAL EXTERIOR WALL @ GARAGE TYPICAL SLAB STEP @ GARAGE 3rV = 1'-0" TYPICAL FOUNDATION AT PORCH COLUMNS 3/e i --w CMU WALL AS PLAN (ASTM C-90) v NOTE: THIS DRAWING AND DESIGN AS SHOWN IS THE PROPERTY OF ML ENGINEERING, INC. FILL CELLS SOLID @ ANCHOR BOLT REPRODUCTION AND/OR USE OF THIS LOCATIONS, FOR STAIR @ ELEV. DRAWING OR ANY CONTENT THEREIN, WITHOUT EXPRESS CONSENT OR PERMISSION BRACKET COORDINATE LOCATIONS OF THIS COMPANY IS PROHIBITED, MAY w/ SUPPLIER (WHERE APPLICABLE) CONSTITUTE AN INFRINGEMENT, AND MAY BE SUBJECT TO LEGAL ACTION BY ML ENG., INC. SET FIRST COURSE IN FULL MORTAR BEDDING CLEAN OUT OPENINGS @ ALL HSS COLUMN AS PLAN, C.L. OF STEEL COLUMN & GROUT FILLED CELL LOCATIONS WELD TO BASE PLATE W( CONIC. FOOTING AS PLAN PLYWOOD SHEATHING AS PLAN FOUNDATION AS PLAN FOR WALLS OVER 4'-0" HIGH FILLET WELD ALL AROUND COAT BASE OF STEEL COL. SECONDARY POUR w/ ASPHALTIC PAINT WOOD ROOF TRUSSES AS PLAN 8" 2x6 MIN VERT TRUSS WEBS 811 4" CONCRETE SLAB ly2" NON -SHRINK GROUT (IN ly4" 5RY' ly4" 2y2" W 2�/2" HGAM CLIP Ca) EACH TRUSS OR AS PLAN FULL BED) BRACING w/ Y4 "0 x 2 114" TITEN TO BEAM& 1 Od TO BLOCKING TYPICAL CMU WALL CONSTRUCTION DETAIL 3/4 1 1-011 TOP/CONC. SLAB AS PLAN Y4" U-BRACKET AS SHOWN W/ dal (4) YO A307 THRU BOLTS, W/ Y4" to WELD TO HSS COLUMN 19 1 77 2x4 BRACING @ 24"o.c. w/ LUS 24 ISO.CHORDS 1, ILI 7-1 f I F FILLET WELD ALL AROUND EA. END TO TRUSS BOT. Aj r -------- i , ..- - ' C (3) PLY GIRDER TRUSS AS PLAN I CONC. FOOTING AS N TOP P PLAN, PROVIDE N'DP. UHSSCOLUMN AS PER PLAN x 18" SQ. RECESS IN 1 If 1216, If =111 Nil III I- CONIC. OR U-BLOCK BEAM AS FOOTING AS SHOWN PLAN, REINF. AS PER SCHEDULE W OR L SIDE TYPICAL CMU WALL 3/4" I'-T 3�ii = i,_u, TYPICAL STEEL COLUMN FOUNDATION 4 1 -0 SECTION A-S3 BRACING DETAIL ........ ....... 2x6 LADDER FRAMED SEE TYP SECTION PLYWD. SHEATHING 2'.0" O.H. w/ FRAMING g 16"o.c., ATTACH TO GABLE END TRUSS w/ Aa: uj Y PLYWp. SHEATHING — 2x6 LADDER FRAMED O.H. w/ FRAMING @ WOOD ROOF TRUSSES & SEE TYP SECTION U 12 x x x WOOD ROOF TRUSSES & 16"o.c_ ATTACH TO GABLE END TRUSS w/ CONNECTION AS PLAN 2x6 BLOCKING BETWEEN 6 CONNEITION AS PLAN — Y 2x6 DIAG, BRACING AS STUDS @ 16"o.c. w/ (3) ROOF SHEATHING AS PLAN STUCCO OVER GALV. PLAN igy 4'-Wo.c. MAX. 12d NAILS EACH END HIGH RIB LATHE W/ (6) 1 Ld NAILS EACH COX PLYWOOD SHEATHING AS PLAN (VT) VALLEY TRUSSES AS PER 2x6 DIA6 BRACING AS END INTO BLOCKING KING 2x6 STUD WALL w/ STUDS U) x TRUSS MFG, CONNECT TO TRUSS PLAN @ W-O"o.c. MAX. GABLE END TRUSS W/ COX SHEATHING DOWN @ 16"o.c., ATTACH TO 2x8 RS CEDAR FASCIA EACH TOP CHORD BELOW THRU SHEATHING w/ (6) 14d NAILS EACH TO TOP OF CONIC. BEAM 2x BLOC TO MATCH < TRUSS w/ CLIP L GA2 w/ #9 CLOO ENDBLOCKING--- x (6) x 13/2" SCREWS EA. OVER 2x6 PT SUB FASCIA' SHEATH ROOF BE VALLEY TRUSSES w/ MTS20 (OR EQUAL) @ .IN TRUSS CHORDS @ TOP &• BOTTOM DIAGONAL STUD @ TOP & BOTTOM 48"o.c.& @ EACH END 2x'L'OR 7BRACING g @ TOP/BEAM AS PLAN TRUSS WEBS AS REQUIRED BRACING AS PER PLAN 2x6 SEGMENTAL BLOCKING (4) PLY %" CDX KERFED ff I 2X4 BLOCKING 9 END OF TRUSS TOP 2x4 CATS BETWEEN VALLEY BY TRUSS DESIGNER ALONG ARCH W/ 3-12d EA END EL VARIES LAMINATED PLYWOOD LJ CHORDS WHERE OVER FRAMING IS TRUSSES (TYP. EACH END) Y CDX PLYWOOD ARCH W/ 32" MIN. LAP & WOOD ROOF TRUSSES k LOCATED BETWEEN TRUSSES TOP/mmi—AsPER PLAN SHEATHING ALL AROUND — W/ (2) #12 X 3y2" SCREWS Lu Lu CONNECTION AS PLAN 2x BLOCKING TO MATCHII @ 16"o.c. STAGGERED 2'-6" ROOF TRUSSES AS PLAN TRUSS CHORDS @ TOP & CONC. BEAM AS PLAN BOTTOM @ DIAGONAL CONIC. BEAM AS PLAN, TOP/BEAM & COL AS PLAN C LOO V STUCCO OVrD r-AIV BRACING AS PER PLAN a REINF. AS PER SCHEDULE m7p HIGH RIB LATHE 8" CMU WALL AS PLAN-------, HARDIE LAP SIDING AS PER ARCH. DRAWINGS 3 Li HGAM CLIP @ 24" w/ Y4"0 x 2 114" CMU PILASTER COLUMN uj U) TITEN AT TRUSS BOT CHORD TO BEAM AS PER PLAN (BEYOND) uj 8" CMU WALL AS PLAN < "rl%.pP%L K%-j%-.or IKU%I-J Dr—P%K111G I ._0 TYPICAL VALLEY TRUSS CIVERFRAMING DETAIL 4 I II 1 -0 TYPICAL SECTION GABLE ENDS SECTION B-S3 11-0" in SEE ARCHITECTURAL PLANS FOR ALL SOFFIT DETAILS & CONNECTION 4 SEE ARCHITECTURAL PLANS FOR ALL SOFFIT DETAILS & CONNECTION c6 Lu z 0 > ..j ll�__ u.j 04 C) co Lu 0 BENT BARS T&B, TO MATCH 6 BEAM REINF LAP 30" REVISIONS: B6 RAKED CONC. BEAM AS PLANs a GIRDER TRUSS AS PLAN —GIRDER TRUSS & T/BM TO MATCH TRUSS BOTT CHORD CONN. AS PLAN 12 12 4 GIRDER TRUSS & CONN. AS PLAN� SIMPSON HDQ8-SDS3 R _::�-2 #5 INT & BOT 2E . . . . . . ... (TYPICAL) TOP/BEAM + 121-811 — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — (2) 2x TOP PLATE (TYPI — — — — — — — — TOP/BEAM + 121-81, 0 (1) LSTA24 @ EA. STUD (TYP.) 9 J r I - — — — — — — — — — — — — — — — — — — — --- — — — — — — — — — — - -4— 1 PROVIDE 2x BLOCKING @ T- — 9 — — — — — — — — — — — — — — — — — — — — — — — — -- — — — — — — — — — — — — — — — — — — — — __j — — — — - — — — — — — T 48"o.c. (MAXIMUM) VERTICAL CONC. COL. & BEAM TIES I I B7 CONIC. BEAM AS PLAN NOT SHOWN FOR CLARITY MIN (2) 2x STUDS CENTERED ON GIRDER TRUSS ABOVE 80 CMU WALL AS PLAN MATCH GIRDER PLYS (TYP.) AFI I I I I I P.T. 2x PL W/ VO EXP. BOLTS @ 32"o.c. & EACH END (TYP.) 01- LTTI 9 @ EACH (2) 2x6 POST CONIC. COL. AS PLAN, (TYPICAL) w/ j'2"0 EPDXY CllI CONT. REINF. UP TO TOP ANCHOR (5" EMBEDMENT) ) I OF BEAM AS SHOWN WOOD TRUSSES AS PER PLAN TOP/BRG. STUD WALL AS PLAN LHDR- I AS PLAN: (3) 2xl 2 w/ SPACERS w/ 12d NAILS @ 12"o.c. STAGGERED (2) 2x JACK STUDS EACH SIDE OF OPNG. AS SHOWN w/ 12d AT 12" O.C. VERT (TYP.) (1) 2x FULL HT. STUDS EA. SIDE OF OPNG. AS SHOWN (TYP.) 2x BRG. STUD WALL AS PLAN w/ STUDS @ 16"o.c., PROVIDE SPH TOP & BOTTOM @ EACH STUD (TYPICAL) LTTI 9 @ ALL JAMBS (TYPICAL) w/ Y2"0 EPDXY ANC. (5" EMB.) TOP/SLAB OR BEAM AS PLAN Ya" TAPCONS N Ql S.S. CO S INTO FILLED CELL OR CONCRETE 0 I 3 " 'COL. w/ 1 /a EMBED (TYP.) ; � w 1 I w f P.T. BUCK AS REQUIRED BY s„ N P.T. CONT. . 2xb PLATE JAMB w B @ l f6 DOOR OR WINDOW MFG. '-- LDT LARGE DIAMETER TAPCONS 24 o.a w WASHERS 411 EMBEDMENT L PROVIDE ONE LDT WITHIN 6" FROM THE TOP & BOTTOM OF JAMB PLATE PROVIDE 8" x 8" CONCRETE DOOR HARDWARE ATTACHMENT TO I L CAP w 1 #5 CONT. BELOW / 2x6 BY DOOR MANUFACTURER ALL WINDOW OPENINGS - - - - - TYPICAL GARAGED 00R 1 u _ r JAMB ATTACHMENT DETAIL ) 2 ) orr, 1. GARAGE DOORS SHALL BE DESIGNED MANUFACTURED INSTALLED AND CERTIFIED TO WITHSTAND A DESIGN WIND PRESSURE AS SHOWN IN PLAN. TYPICAL WINDOW & DOOR , 2. PROVIDE P.T. 2x8 HEADER PLATE ABOVE DOOR w/ 5/8 fZl LDT w/ WASHERS @ 24 o.c. 3 u r it BUCK ATTACHMENT DETAIL i_= - a 1 0 NOTES' r r• O L'rlb 0 COMPONENT AND CLADDING PRESSURES (asd) EFFECTIVE AREA SQUARE FEE ( n ZONE 0<10 17 < 20 21 50 57 < 100 1 +27 -48 +23 4 2 +18 -35 +15 39 - OO 2e +27 -66 +23 -59 +18 -50 +15 -36 rr LL 2r +27 66 +23 -59. +1 8 - 50 +15 -43 3 +27 -66 +23 -59 +18 50 +15 43 4 +36 -39 +34 3 - 37 +32 ' - 35 +30 33 5 +36 -48 +34 -45 +32 -40 + 30 -37 L�!_= 2 -74 -713 89 79 65 -55 NOTES: 1. END ZONE S IS WITHIN A DISTANCE OF a = 4.0 FT. FROM CORNERS 2. 160`MPH - EXPOSURE CATEGORY "C" 3. ROOF PITCH 6:12 ROOF LOADS Z C r\ .DEAD .......) WIND BORNE DEBRIS REGION O 0) -O x LIVE ENCLOSED STRUCTURE W.� O LL TRUSS TOP CHORD BUILDING RISK CATEGORY : : II O ... .......:. ........:......... 20 PSF W Z U � - LL � TRUSS BOTTOM BUILDING DESIGN HEIGHT :: ................. <20 FT. O CHORD w STORAGE :..:...::.........20 PSF - a N T ROOF PITCH ..................................................... RUSS BOTTOM CHORD w o STORAGE ...:.:::........: 1 P F TC 6.12 / 0 SV '' nn tq, M O a ,- INTERNAL PRESSURE COEFF .......:............. Z O M o �o EXPOSURE............................................................W C C _- O m O , In HEIGHT &EXPOSURE COEFF .;..:` :: .........'1.29 .� _ N _ cv N i C N O o STRUCTURAL NOTES Uaa- 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS IN THE FIELD AND NOTIFY THE ENGINEER OF ANY DISCREPANCIES PRIOR TO CONSTRUCTION. 2. ALL CONSTRUCTION HALLBEB S RACED AND SHORED BY THE CONTRACTOR AS REQUIRED TO SAFELY PERFORM THE WORK. SEAL: 3. ALL DOORS WINDOWS AND N HARDWARE MUST BE DESIGNED AND CERTIFIED TO WITHSTAND THE DESIGN WIND PRESSURES NOTED IN THIS DOCUMENT AND SHALL BE IMPACT RESISTANT AS REQUIRED BY THE FLORIDA BUILDING CODE. FOUNDATION 1. FOUNDATIONS ARE DESIGNED BASED ON AN A MINIMU M ALLOWABLE BEARING PRESSURE OF 2,000 PSF. , 6 2. CONTRACTOR SHALL VERIFY R Y THAT THLMINIMUM COMPACTION OF 95/o OF ITS.MODIFIED PROCTOR INACCORDANCE WITH � ASTM D1557 IS OBTAINED PRIOR TO FOOTING PLACEMENT. 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. r 4. REFER TO SOILS INVESTIGATIVE REPORT FOR ALL PREPARATION REQUIREMENTS. R O., f , 1: WINDOW & DOOR PERIMETERS A B t. W 00 ERS SHALL E WATERTIGHT: PROVIDE AN APPLICABLE APPROVED WATER -fi�, •-...,•• . PROOF SEALANT IN COMPLIANCE w AAMA 714. 1 COAT BEFORE INSTALLING/ ` / O O E BUCKS & (1) COAT .:CONCRETE THIS DRAWII�Q. f 51GNY SHQWN IS THE AFTER BUCK INSTALLATION. ANGLE @ PROPERTY OF 4iRN 6HEtiER1NG; INC. 1.CONCRETEREP 2. USING STRUCTURAL WOOD BUCK: WORK SHALL IN WITH LATEST EDITIONS OF A.C.I. 301 SPECIFICATIONS FOR STRUCTURAL RooucnoN AND/OR USE of THIS „ °. - 5 " DRAWING OR ANY SECONTENT THEREPERMISSION O CONCRETE FOR BUILDINGS AND A.C.I.18 BUILDING CODE REQUIREMENTS" FOR STRUCTURAL CONCRETE. THE MINIMUM STRUCTURAL WOOD BUCK SHALL BE 1/z THICK ATTACHED TO GROUTED MASONRY OR wlrxouT EXPRESS CONSENT PERMIssION i. i, • 4 OF THIS COMPANY IS PROHIBITED MAY CONCRETE w/ a p3 CORROSION: RESISTANT TAPCONS AS SHOWN. FASTEN DOOR &WINDOWS TO : - , O a 2. THE MINIMUM CONCRETE DAY COMPRESSIVE STRENGTHS SHALL BE AS FOLLOWS. °. CONSTITUTE LE INFRINGEMENT, AND MAY C. Y ,, CONCRETE COLUMN AS PLAN FOUNDATION :....................................... B K w MIN. a STAINLESS S 3000 PSI L MP _ w s BCE TT UC / f7i S ESS STEEL AS NOA.S U 5 1 /c 0.45 u C TO LEGAL ACTION BY ML ENG., INC: 3: NO STRUCTURAL BUCK. FILL POUR INTO INDENTED END i a SLAB ON GRADE ' 5 5 G E ..:.. ....`..... .......:: 3000 PSI `' SLUMP 5 _1 W o 0.45 . ° _oo OF M WALL CMU THE WINDOW & DOORS BE FASTENED DIRECTLY TO THE GROUTED MASONRY OR CONCRETE '° " • COLUMNS &BEAMS ...:..::. ....s:.3000 PSI 'SLUMP 5 ±I w c 0.5 I L ® ! „ ANGLE w/ a ¢CORROSION RESISTANT TAPCONS AS SHOWN OR AS PER NOA. r� d • :- MASONRY GROUT .. .....:.:: ........: 3000 PSI ` SLUMPIO ±1 N/A PROVIDE OPEN END OF CMU O n a 3. REINFORCING STEEL SHALL BE IN ACCORDANCE WITH ASTM A615 GRADE 60. HORIZ. JOINT REINF. a @ O a • '- .• „ 4. WELDED WIRE FABRIC SHALL BE iN ACCORDANCE WITH ASTM 'A185 AND SHALL BE ADEQUATELY SUPPORTED AT 36 o.c. E.W. 5. THE MINIMUM CONCRETE COVERAGES SHALL BE AS FOLLOWS. CAST AGAINST EARTH .... 3 EXPOSED T , 'r OS D O WEATHER.... 1-1/2" FORMED SURFACES .... 1 Jv CMU WALL AS PLAN DO NOT _ i 6. PROVIDE 90°CORNER LAP SPLICES AT ALL INTERSECTIONS. -=.-- MP `CO ONENT AND . USE FLATEN�AGAIN T CLADDING PRESSURE ZONES NO S CONC. 7: THE MINIMUM LAP SPLICE SHALL BE 30 BAR DIAMETERS OR AS NOTED. IN SCHEDULE. COLUMN,,PROVIDE'A FILLED a a _NOTES. 8. CONCRETE B SHALL E TESTED BY AN INDEPENDENT TESTING LABORATORY IN ACCORDANCE WITH ASTM C39: A'MINIMUM OF CELL w / 1 # 5 @ A MAXIMUM ' 1. PRESSURES ARE IN ALLOWABLE STRESS DESIGN FOR G (asd). O WINDOWS; DOORS, ROOFING, DECKING, WOOD TRUSSES AND ALL , 5 TEST CYLINDERS SHALL BE TAKEN FOR EACH POUR; AND ADDITIONAL FOR EVERY 50 CUBIC YARDS OF POUR. OF 16 FROM END OF WALL ( ) I OTHER BUILDING COMPONENTS AND CLADDING: 2. POSITIVE I IV ATE E PRESSURES INDIC ATE PRESSURES ACTING TOWARD A PROJECTED SURFACE. NEGATIVE PRESSURES INDICATE PRESSURES CYLINDERS SHALL BE TESTED AS FOLLOWS: • ACTING AWAY FROM A PROJECTED SURFACE:7 AT 3 DAYS, 1 AT 7 DAYS, 1 AT 14 DAYS, 1 AT 28 DAYS &1 AT 56 DAYS (IF THE MINIMUM STRENGTH IS NOT MET IN 28 DAYS) " : • . " ' • HORIZ. JOINT REINF: AS PLAN 3. END ZONE ,,a" 9. CONTRACTOR SHALL PROVIDE SAW CUTS IN SLAB AS PLAN OR AT A MAXIMUM SPACING OF 20'-O" o.c. EACH WAY OR 400 S.F. `4 FEET. & GENERAL NOTES (EXTEND 4" U.O.N. AND AT ALL RE-ENTRANT CORNERS. SAW CUTS SHALL BE 114 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON MIN. INTO CONC. COLUMN) AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO PREVENT THE AGGREGATE FROM BEING DISLODGED BY THE SAW BLADE. THIS IS AN EFFORT TO CONTROL THE STRESSES, AN INHERENT PROPERTY OF CONCRETE WHICH SOMETIMES RESULTS IN CRACKS WHICH IS NOT UNCOMMON TYP. CONC. COL. TO CMU CONN. DETAIL -8" CMU WALL AS PLAN, PROVIDE WATER RESISTANT BARRIER ON OUTSIDE FACE COMPONENT AND CLADDING PRESSURES (asd) EFFECTIVE AREA (SQUARE FEET) ZONE D<10 11< < -21 0 50 - 51 <100 2 1 +22 -51 +20 F 51 +1 7 43 +15 37 2e +22 -51 +20 =51 +17 -43 +15 -37 O O � 2n +22 -81 + 20 - 71 +17 - 58 +15 -48 w m 2r +22 -81 +20 -71 +17 -58 +15 -48 3e +22 -81 +20 -71+ . +17 -58 +15 -48 8 3 r +22 104 +20 ,_ 85 +17 60 +15 -60 4 +36 39 +34 37 +32 35 +30 33 a 3 5 +36 -48 +34 -4 5 +32 - 40 +30 -37 2e -60 -60 -58 -56 2n -91 -84- -76 -70 LL LL O y 3e -109 -92`" -69 -51 3r -126 -10 76 -76 NOTES: 1. END ZONE 5 IS WITHIN A DISTANCE OF a = 4. FT 0 FROM CORNERS 2. 160 MPH - EXPOSURE CATEGORY "C" 3. ROOF PITCH 6:12 I WATER-RESISTANT BARRIER ON EXTERIOR CDX SHEATHING OVER 2x STUD WALLS i 5/16" THICK HARDIPLANK SIDING INSTALLED ? D 16" w/ BLIND NAILS w/ MIN 6d S.S;-RING SHANK NAILS @ EACH STUD AT 16"o.c. w A MINIMUM EDGE DISTANCE OF %". LAPS FOUNDATION SCHEDULE MARK SIZE D x W x L BOT. REINF. TOP REINF. REMARKS L.W. S.W. L.W. S.W. TSS-8 8" x 8" x CONT. 1 #5 THICKENED SLAB STEP TSE-8 8" x 8" x CONT. 1 #5 THICKENED SLAB EDGE TSE-12 12" x 12" x CONT. 2#5 THICKENED SLAB EDGE TSE-16 16" x 16" x CONT. 3#5 THICKENED SLAB EDGE TSE-24 16" x 24" x CONT. 3#5' #5 @ 24" THICKENED SLAB EDGE MWF-24 20" x 24" x CONT 3#5 #5 @24" MONOLITHIC WALL FOOTING MF-4 12" x 48" x 48' S#5 5#5 MONOLITHIC STEEL COLUMN FOOTING F-4 12"716 x 48" x 48" 5#5 5#5 SPREAD FOOTING F-6 12" x 48" x 72" 7#5 7#5 SPREAD FOOTING CONCRETE MASONRY 1. CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE WITH ACI 530.1 /ASCE 6lTMS 602, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530/ASCE 5/TMS 402, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. 2. CONCRETE MASONRY UNITS SHALL BE IN CONFORMANCE WITH ASTM C90, GRADE N, TYPE 11.. MASONRY UNITS SHALL BE TESTED IN ACCORDANCE WITH ASTM C140 AND SHALL HAVE A MINIMUM NET AREA STRENGTH OF 1900 PSI (Pm = 1500 PSI). 3. GROUT SHALL BE IN CONFORMANCE WITH ASTM-C476, COARSE TYPE WITH A 28'DAY 'COMPRESSIVE STRENGTH OF 3,000 PSI AND A SLUMP OF 9" -sI l ". 4. MORTAR SHALL BE IN ACCORDANCE WITH ASTM C270,TYPE S. 5. PROVIDE CLEANOUTS FOR ALL GROUTED CONSTRUCTION AND LIMIT MORTAR PROTRUSIONS TO 1/2" MAX. IN GROUTED CELLS. 6. ALL MASONRY WALLS SHALL BE CONSTRUCTED IN RUNNING BOND WITH 9 GA. LADDER TYPE JOINT REINFORCING SPACED 6"o.c. VERTICALLY. LAP 8" MINIMUM AT ALL CORNERS & SPLICES. 7. PROVIDE PRECAST CONCRETE LINTEL WITH 1 #5 HORIZ BAR GROUTED SOLID WITH 8" MINIMUM BEARING AT ALL MASONRY OPENINGS (TYP. UNLESS OTHERWISE NOTED). 8. PROVIDE HOOKED DOWELS IN FOOTINGS AND BEAMS WITH A MINIMUM LAP SPLICE OF 48 BAR DIAMETERS. STRUCTURAL STEEL 1. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.I .S.C. "SPECIFICATION FOR THE DESIGN FABRICATION AND D ERECTION OF STRUCTURAL STEEL FOR BUILDINGS", LATEST EDITION: .j cn 2. THE MINIMUM STRUCTURAL STEEL GRADES SHALL BE AS FOLLOWS: U . J PLATES & ANGLES AS A36 F = 36 KSI ' SHALL BE 1Ya" @,TOP OF PLANKS .......... YY o STRUCTURAL TUBE ASTM A500 F 46 KSI r- AS PER FLORIDA APPROVAL ) C2 NO. FLl3192 R1 II & NER-405 C3 COLUMN DETAILS Y2rr = i--o" TO CMU w/ 2x4 FURRING TO CMU y TO WOOD FRAMING TYPICAL HARDIPLANK INSTALLATION DETAILS a" = )r-o" 1 r-or, y 1 Ys' 9„ l Yz' 8" CMU WALLAS PLAN; PROVIDE WATER RESISTANT BARRIER ON OUTSIDE FACE - ,-- 2x4 P.T. FURRING @ 16"o.c. W/;'X6 O z 3Ya" TAPCONS (CORROSION RESISTANT) @ 24"o.c. VERT. & EACH END � 5/16" THICK HARDIPLANK SIDING INSTALLED THROUGH TOP EDGE OF PLANK OVERLAP W MIN 6d SS RING SHANK NAILS AT & 16"o.c. INTO THE FURRING.A DISTANCE OF %"FROM EDGES SHALL ALWAYS BE OBSERVED. LAPS SHALL BE --1�4" � OF PLANKS AS PER ESR-2290 REPORT - 5/16 THICK HARDIPLANK SIDING INSTALLED THROUGH TOP EDGE OF PLANK w/ APPROVED MASONRY FASTENERS BY ET&F FASTENING SYSTEMS MAX SYSTEM, OR AEROSMITH BLOCK NAILS. A DISTANCE OF 3/4" FROM EDGES SHALL ALWAYS BE OBSERVED. LAPS SHALL BE 1Y4" @ TOPS OF PLANKS CONCRETE COLUMN SCHEDULE MARK SIZE W x D REINF. #3 TIES #3 HAIRPINS REMARKS Cl 8" x 16" 4#5 @ 8'o.c. POURED CONCRETE © 8" x 18Yz"" 4#5 @ 8"o.c. POURED CONCRETE C3' 16" x lb' 8#5 @ 12"o.c. CMU PILASTER - ........ 3. STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH THE A.I.S.C. "CODE OF STANDARD PRACTICE", LATEST EDITION. �..�.� ~ W 4. WELDING OF STRUCTURAL STEEL SHALL BE IN ACCORDANCE WITH A.W.S. Dl.l WITH E70XX ELECTRODES. FILLET WELDS SHALL BE A MINIMUM OF 3/16" UNLESS NOTED OTHERWISE. U 5. HIGH STRENGTH BOLTS SHALL BE IN ACCORDANCE WITH ASTM A325 & SHALL BE DESIGNED AS BEARING TYPE CONNECTIONS WITH THREADS EXCLUDED FROM THE SHEAR PLANE. J 6. ANCHOR BOLTS SHALL BE IN ACCORDANCE WITH ASTM A307. 7. ALL MEMBERS SHALL BE POWER TOOL CLEANED AND PAINTED WITH A RUST INHIBITIVE SHOP PRIMER WITH A MIN:, THICKNESS OF 1.5 MILS. 8. ALL FIELD WELDS SHALL BE WIRE BRUSH CLEANED AND PRIMED WITH A RUST INHIBITIVE PRIMER. TIMBER 1. SUBMIT TRUSS SHOP DRAWINGS SIGNED & SEALED, BYA FLORIDA REGISTERED ENGINEER FOR REVIEW PRIOR TO FABRICATION.. T SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTIONS (DL & LL AND DL & WL) AND ALL OTHER INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF ROOF TRUSSES Ci) I SHALL BE DESIGNED TO SUPPORT ALL GRAVITY AND UPLIFT LOADS AS PER THE F.B.C. Lw 2 ALL ROOF TRUSSES SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP � F O Ol JLCCL �.VLUIVIIV LAPPED BARS Y4 L2 OR GREATER SPAN L3 ( ) a�ASSPEC. CANTILEVER T TOP BAR SPLICE w P AS SHOWN T P BAR 1 STEEL COLUMN SCHEDULE MARK SIZE BASE PLATE ANCHORS CAP PLATE THRU-BOLTS REMARKS OSl HSS 3Yz" x 3Y" x Ya" 12 x Y z x 12 *4 3/a'DJ A307 A.B. (12+3) %d' WELDED U-BRACKET w/ (4) 5/e'O A307 BOLTS, SEE SECT. A-S3 *DBL NUTS & WASHERS @ ALL BOLTS NOTES: 1. TOP/FOOTING AS PLAN 2. EXTERIOR STAIR COLUMN ASSEMBLY & BOLTS SHALL BE HOT DIPPED GALVANIZED CONCRETE BEAM SCHEDULE MARK ELEV. @ TOP SIZE W" x D" REINFORCING STIRRUPS REMARKS TOP MID BOT SIZE & SPACING B-1 AS PLAN 8 x 16 1 #7 1 #7 (2) COURSE U-BLOCK B-2 AS PLAN 8 x 16 2#5 2#5 ' #3@24"o.c., 12"o.c. @ OPENINGS CONCRETE BEAM B-3 AS PLAN 8 x 24 2#6 2#5 2#6 #3924"o.c., 12"o.c. @ OPENINGS CONCRETE BEAM B-4 ` AS PLAN 8 x 28 2#5 2#5 2#5 #3 912 CONCRETE BEAM B-5 AS PLAN 8 x36 2#5 4#5 2#5 ` #3 @ 12 CONCRETE BEAM B-6 AS PLAN 8 x 16 MIN 2#5 2#5 #3 @ 12 RAKED BEAM, SEE ELEV. B-7 AS PLAN 8 x 12 2#6 2#6 #3 @ 12 CONCRETE BEAM NOTES 1. PROVIDE STANDARD HOOK ON TOP BARS AT DISCONTINUOUS BEAM ENDS. PROVIDE CORNER BARS AT BEAM CORNERS & INTERSECTIONS TO MATCH BEAM REINFORCING. 2. PROVIDE PRECAST LINTELS 8F32 W/ 1 #5 @ ALL MASONRY OPENINGS W/ 8" MIN. BEARING EACH END (U.O.N.). 3. DEEPEN CONCRETE BEAMS OVER OPENINGS & ADD 2#5 BOTTOM. 4. PROVIDE 1 # 5 CORNER LAP BARS MASONRY BOND BEAMS. ACI STANDARD HOOK LENGTHS BAR SIZE (#) 3 4, 5 6 7 8 9 (INCH) INCH) 6 8 10 12 14 '`16 19 LAP SPLICE LENGTHS (3000 PSI) BAR SIZE (#) 3 1 4 5 6 7- , 8 1 9 TOP BARS' 28" 37" 47" 56" 81" "' 9305" 1 ALL OTHER BARS I W 24" 3" 0 36" 42" 48. " 54 m� I rM_ a m 61 O REVISIONS: ISSUE DATE: 09-07-2020 AS PER PLAN & SCHEDULE. 3. ROOF SHEATHING SHALL BE A MIN. OF 5/8" CDX SPAN RATED L STRUCTURAL PLYWOOD, INSTALLED PERPENDICULAR TO ROOF FRAMING WITH 8d RING SHANK NAILS Wo.c. AT PANEL EDGES AND Wo.c. IN THE FIELD. PROVIDE 2x4 BLOCKING AT HIPS / ` e AND VALLEYS. SPACE NAILS AT 4"o.c. AT BLOCKING. d� /1 0 4. EXTERIOR WALL SHEATHING SHALL BE A MIN. OF 5/8" CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED PERPENDICULAR TO ROOF FRAMING WITH 8d NAILS Wo.c. AT PANEL EDGES AND Wo.c. IN THE FIELD: Z 3: PROVIDE 2x4 BLOCKING AT HIPS AND VALLEYS. SPACE NAILS AT 4"o.c. AT BLOCKING. wU 5. PLYWOOD SOFFIT SHEATHING SHALL BE A MIN. OF YY CDX PLYWD ATTACHED WITH 8d @ 6"o.c. @ EDGES & Wo.c. IN FIELD. 6. TONGUE & GROOVE CEILING SHALL BE INSTALLED W/ (2) 8d S.S. NAILS PER PIECE, PER SUPPORT. 7. THE MINIMUM LUMBER GRADES SHALL BE AS FOLLOWS:- LOAD BEARING STUDS & PLATES SO. PINE#2 OR BETTER RAFTERS SO. PINE #2 OR BETTER NON - LOAD BEARING STUDS & PLATES SPF#2 OR BETTER J MISC BLOCKING SPF#2 OR BETTER 8. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS IN STRAPS SO AS NOT TO SPLIT WOOD. 9. ALL FASTENERS IN PRESSURE TREATED LUMBER SHALL BE CORROSION RESISTANT. 10. LAMINATED VENEER LUMBER SHALL HAVE A MINIMUM ALLOWABLE FLEXURAL STRESS F(b) =2,750 PSI TRUSS CONNECTOR SCHEDULE MARK HARDWARE UPLIFT (LBS.) CAP. (LBS) REMARKS (1) HETA20 1700 1810 TYPICAL TRUSS TO CONCRETE O2 (2) DETAL20 2400 2480 TYPICAL GIRDER TO CONCRETE O3 (1) HTS20 600 1450 TYPICAL TRUSS TO FRAME �4 (2) HTS20 1440 2900 TYPICAL GIRDER TO FRAME O MGT 3300 3965 GIRDER TO CONCRETE O HU210 & HETA20 1900 2460 TRUSS TO CONCRETE O HDQ8-5053 : 8600 8700 GIRDER TO CONCRETE OS HGAM10 N/A N/A, GABLE TRUSS TO CONCRETE BEAM @:24"o.c. NOTES 1. ALL CONNECTORS ARE BY SIMP SON STRONG TIE (TYPICAL U.O.N.). INSTALL WIT H MAXIMUM AILS (lYPN BOLTS,.SCREWS AS PER MANUFACTURER'S SPECIFICATIONS. 2: OFFSET SET MULTIPLE CONNECTORS TO OFFSET NAILING AND PREVENT SPLITTING OF WOOD. 3. REFER TO TRUSS MANUFACTURER DRAWINGS FOR TRUSS TO TRUSS CONNECTIONS (TYPICAL U.O.N.). SHEETS