Loading...
HomeMy WebLinkAboutBuilding PlansPR0POI2EPDETACHED 2-CAROARAC75FOR: MR. & VRS, vA ONVE: 51501 INDIAN RIVER DR. FT. PIERCE, FLORIDA SHEET INDEX: C5 51TE PLAN / CODE COMP. / OPEN'G PRE55URE5 A-1 FOUNDATION / PLUM5IN& PLAN $ R15ER5 A-2 FLOOR / ELECTRICAL PLAN $ NOTES $ SCHEDULES A-3 EXTERIOR ELEVATIONS / ROOF FRAMING PLANS $ SCHEDULES A-4 STRUCTURAL NOTES / SECTIONS / ROOF PLAN �LCo�II�A=I_JI�I_�INC COI��E_- 20020 13ULDW DATA INFORMATION Wrd VA � Cogarry 6RAAFIEID ARCHffWTS InrMmm F A D ProPwad By 5TEWART 6RAI•FIEID E ar Cat"M Intonrl Prresiw C."Howrt OJ8 ® Clwrt Nary BAY51N6ER Niaiv Wdth (( �t> 135 28 ® I 76 Pe--zMhm 2-GAR GARA6E t) RRwFF lob mabrr 18.669 3 Wdih of Edgy 5tr C� in FM - i': v i".\\, ri' ri\BEN No,\�(\c r�iriq\;, ri\" `ffirr1MN rffilnpr \3 r - COMPONENT & CLADDING PRESSURES ZONE a1 ZONE "2 1 ZONE "3 ZONE °4 1 ZONE #5 39.4 -538 -105.4 -430 575 211 1 IB7 I 2A5 I :92 I 44n (OVCtiHANtiS'-M. 1 -1445 1 ZONES +4 Q +5 ARE ZONE+5`i/l7/7/i4 I a - 3' HORIZ. WALL LOADS '"' Z0W-+4 ONE+5 MAIN WIND FORCE RESISTANCE SYSTEM (MWFRS) 1;4- HORIZ LOAD HDRIZ LOAD VERT LOAD VERT LOAD —END i DIRECTION ZONE WALLS ROOF ROOF OVERHANGS I ZCNEE TRAN5VER55 END763 A 31b B -81.2 E -15.7 I i CASE A INTERIOR 50b c -185 D -56.6 6 -89.1 LO ,,UPINA, END 76,3 A 31.6 B -51.2 E -1t3.7 — — — CASE B INTERIOR 50.6 c -155 D -56.6 6 -89.1 LONG I DKAL FOW Jx9' COMM MawRENT 031 10) GODS: FBG 2020 - RE5IDENTIAL PROJECT NAME: BAYSINGER PROJECT ADDRE55: 5801 INDIAN RIVER DR. 2--GAR GARAGE FT. PIERCE, FLORIDA ARCHITECT / ENGINEER: GRANlFIELD ARCHTTTZT5 TYFE OF CONSTRUCTION CB5 x FRAME__._ BUILDING DESIGNED: ENCLOSED. OPEN.-.. PARTIALLY ENGL05-15P . WIND SPEED (3 SECOND GUST): 150 MPH._._.160 MPH— 170 MPH X 180 MPH.._.._. EXPO5URE: D INTERNAL PRESSURE COEFFICIENT---0-- •1@.5E IMPORTANCE FACTOR: I BUILDING CATEGORY:._ (123 OR 4) P GARAGE DOOR DE51GEN PR55URE: �-,+NSF (POSITIVE) _.__-F�F (NEGATIVE) �Lu DOOR DEE5SIGN PR5URE ONT ZONE):._+P5F_.-P5F OND ZOW _...+NSF,-MF ON, o U.% I WINDOW DESIGN PRD55URE UNT ZONE):._._.+NSF._....-R,SF MN P ZONW +F5F_ _ P5 % 51-luur S: YES._.. NoX. IMPACT RE56TANT A55EMBLY: YE5K NO....._ SYMBOL LEGEND DETAIL NUMBER Adkhbl TYPICAL. DETAIL BUBBLE O/AO ELEVATION MARK A-1 SHEET NUMBER B DETAIL NUMBER 'joA INTERIOR ELEVATION MAR 6 SECTION CALLOUT BUBBLE SHEET NUMBER A -I T.O.B. TOP OF BEAM �3 WINDOW DESIGNATION T.O.P. TOP OF PARAPET ® DOOR DE516N1ATION T.OPL, TOP OF PLATE MWI MA5ONPY WAU, TYPE ROOM DESIGNATION FWI FOOTING WALL TYPE 0� PARTITION TYPE G-1 COLUMN TYPE B-1 BEAM TYPE lO —� PARTITION TYFE � +0�'-fl BENCHMARK AFL FO(AI®9 x3' CaKYlETE � — ,rn&W AV rol 9 N_\N A m T �- T � �o N\ O a SOUTH LINE, NORTH ar, \ '\ 11/Ofi FaW 3x3•C'OMM NCM4r&NT (h0 rol NN N LOT 3 SCHD CEIUNG FINISH — 2. TOP PLATE SECUR'D TO STRUCTURE ABOVE 'OVIDE BATT lWoUL WHERE SCHEDULED 'Z' 6YFSUM BOARD BOTH 51DE5 TO FINISH CEIUN6 —Zx WD STUDS 6 16. OG (U.NO) 2x BLOGK'6 A5 REO. Si%A.'F'vil"9i7id —FINISH FLOOR TYP INTERIOR PARTITION EX15T1N 2 51NGUP. FAMILY RESIDENIGE GODS SUMMARY ■ APPUGABLE GODS BOOK5 2CZO FLORIDA RESIDENTIAL BUILDING GODS 2070 FLORIDA PLUMBING CODE 2020 FLORIDA MECHANICAL GODS 2017 NATIONAi. ELEGTRIG GODS 2020 FLORIDA ACCE551BILITY CODE 2020 FLORIDA ENERGY CODE 2020 FLORIDA FIRE PREVENTION CODE ■ OCCUPANCY RE0URTMUNT5 OCCUPANCY GLA551FIGATION 5�5TORA6E OCCUPANCY 5EPERAl10N WA ■ TYPE OF GOW5TRUGTION BUILDING TYPE TYPE V (UNPROTECTED) ALLOWABLE BUILDING AREA UNLIMITED ALLOWABLE I1E61-IT 40 ft. MAX NUMBER OF STORIES 3 MAX PRODUCT APPROVAL AFFIDAVIT PROJECT TITLE: OWNERS NAME: 13AY5MER DETACHED GARAGE 5AY5INGER JOB Sn LOCATION DE516N PROFE5510N1AL NAME: 5SO1 5. INDIAN RIVER DR. 6RANMULD ARCHITECTS FT. PIERCE, FLORIDA PRODUCT MODEL + MANUFACTURER EVAU•IATION XPIRATION NOA / AGENCY DATE FL.CERT+ WINDOWS 8100 PVC SH IMPACT C1,15TOM5 WINDOW FL PE •55201 WA FL-17647.0 SYSTEM5 8450 PVC CU5TOM5 WINDOW FL FE +55201 WA FL• 70605 AWNING IMPACT 5Y5TEM5 5lwtz OUT5WING INTERNATIONAL N1PM 5/3V25 FL-223842 EXIT DOORS ASSONITE P. GARAGE DOORS MODELS 724/720 6iL JB GARAGE DOOR, IN:. MIANU-DADS 10/16/25 20-0819.09 SECTIONAL DOOR %YUGHTS N/A SHUTTERS N/A ROOF'G � FUJr ALUM JA TAYLOR INC. MIAW-DADS 11-4-23 1&-0",07 MATERIALS WEATHERLOCK OWENY CORNW NUAMI-DADS 731-73 18.0523D7 PANEL WALLS WA STRUCTURAL coMPONENrS N/A NEW ALTERNATIVE MATERIALS N/A NORTH LINE, SOUTH 9' of LOT 3 N8952 '41 'E 658.02: (M) - F&MF CONS? 5Y000 FENCE SOUTH LINE LOT 3 fox so R, 1 NORTH LINE LOT 4 — klu SOUTH LINE, NORTH 294.66' OF HAL S. THOMAS RESUBDIVISION, LOT 2, PS 11 PG 206 LOT 4 NEW DETACHED 2-CAR GARAGE 66' OF HAL S. THOMAS RESUBDIVISION, LOT 2, PB 11 G 206 _ SOUTH LINE LOT 4 — NORTH LINE LOT 5 VERIFY W/ OWWR H 112 LOT 5 SOUTH LINE, NORTH 112 OF LOT 5 SOUTH 112 LOT 5 EX15T'6 POOL CABANA B COVERED PORCH BUILD'G TO R (NO WORK PROP05EI SOUTH LINE NORTH 753.72' OF SECTION EXISTING STRUCTURES " �^ E PATI05 TO REMAIN (NO WORK PROP05ED) A18943 ' 15 'E 647.69 ' (M) SEPTIC LOCATED 75, BEYOND PROPERTY LINE F0Gd7 9 xV C(AVYJVI F1a.68% (h0 rol (9.68%I, 0.65'YI FEhLEC (0.2. salml F" I/2' lRCw PRE ° d CM (LB mil+4\• M.I7; . . _ bw fa ,+ aECTRIC FGLLB2Y ; \G' I �_ _ _ _ _ _ _ _ _ _ EOLND.$x9•CaVvnElf' F7axRwT7,,dlol EFURIC IE7EN N -------______ v Eta i 3 N o �° Izo• s7 MULTI -LEVEL 9• ' .� —FMS — — n 5• SINGLE FAMILY 8 �9 RESIDENCE 9•+ NO. 8801 �. { FFE = 27.74 ' EXISTING 51WLE {� o caveaw `• STORY RE51DEN1GE ° MIX.dPAW Mfd I.0'b.f' 15.0' 3.3' {4 rvr wr tl•�' $5-rlc _ 1 + TAW aL ° FMAVNL d: a: n• I5• rTR2E b +4' N {�,o qn 2n a +�0 13• Ljw 4 {46 b 9. 9EA ME ME \ rl 8 '41 'E \'\ \ 67.22 ' (M) \ WpOU 21 �+F 0 V G \ SiEPs 1 Nc9 crz" ��� •' W rn\ 3 o ` om 34.12•(Y, e _ ''IV8943'15'E Darr ,`ia;E 59.68 ' (M) DUMMY \ T T a at SOUTH LINE LOT 5 \ .tr NORTH LINE LOT 6 EXI5TING 51N1G1,jE FAMILY RESIDENCE PLOT PLAN 0 vZ- 0 U1 oe W O u— v o kb ry Q W rr v� N w � M z cl� o � Lu >=QC Z REVISIONS JOB NO. 0-669 DATE 4--15 21 DRAWN BY JMB CHECKED BY SMG SHEET 1 OF 5 4' COIF SLAB W/ 6.6 — 15.15 WWM ON 6 MIL VAPOR BARRIER OVER 6' MIN GLEAN TERMITE TREATED COMPACTED SOIL GYM BROOM FINSH GENERAL, FOUWATIOWPWN BING NOTE5 O SEE SHT A4 FOR C7MZ Ai, STRUCTURAL NOTES E DETAILS 0 STEP FOOTERS AS REQUIRED BY OWE CONJMOW AS DETAILED FOOTING SCHEDULE MK TYPE WIDTH L"TH MICKISESS. L.OWE REAP. TRAfr5V. REIN`. TOP OF FOOTER NOTE5 F-i MOND 20' CONT. 20, (2) #50 •40 @ W OL. +01-0' F-2 THICK EVC75 F COW. 8' m •50 -0'-.75' F3 P-4 F-5 P-6 NOTES: %ra ■ r — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — 1 1 1 I ■ I 1 3/4' RECESSP DOOR I THRESHOLD ■ ■ i 1 ■ i i 1 • i D #60 VERT. RE11�. @ SPAC'O SHOM t (32' OG MAX) 1 i i i 1 1 1 • 1 i . 1 1 1 1 ■ i 1 i i 1 ■ 1 1 1 1/2' EXP. MATERIAL, 1 1 5' GONG SLAB W/ 6.6 15.15 ■ WWM ON 6 MIL. VAPOR BARRIER OVER 6' MIN GLEAN TERMITE TREATED COMPACTED 3/4' SLAB REGESS 501E (I)P) BROOM FINISH S OH DOOR 0) P) I I I I I I i I I ■ I I I i I I I I ■ I ■ I I ■ I 1 1 1 1 F-i 1 1 I ■ 1 i 1 1 i 1 1 1 1 1 1 ■ 1 1 I i i i 1 1 i 1 ■ 1 1 F-I 1 F-1 1■ ■ --------------- ----------------------- ----- - - - - -' ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ 0 FOUNDATION PLAN 1/4' Q u— ui to u— C2 Z JOB NO. 5-669 DATE 4-15-21 DRAWN BY 7M5 CHECKED BY 5MG SHEET Al 2 OF 5 door finish glaz'g frame details I I U = L ®©®R ~ v ~ �o o E 0 mark door size -0 -0 a -c N notes IU 3080 x 1 3/4• FLUSH FG 10 O VA2 1/A2 VA2 — O 10'-0' x 10'-0' OH 5TL O O VA2 2/A2 — — O 10'-0' x 10'-0' OH 5TL O O VA2 2/A2 — 4rJ 36BO FLUSH FG O O PRE -HUNG PRE — — 5 NOT USED GENERAL DOOR SCHED NOTES: LEGEND AL - ALUMINIM ° AU. EXTERIOR DOOR ROUGH OPENNGS SHAU. BE ST - STEEL SEALED WITH 51KA WATERPROOF'G GOVER'G WOOD GL - CLASS BUGKS C EXTENDING OUT 3' BEYOND FACE OF FB& - FIBERGLA55MNYL OPENNG (TYP FOR HEAD/JAMBS) MDF - MEDIUM DENSITY FIBERBOARD SCW - SOUP GORE WOOD OH KEYED DOOR SCHED NOTES: P-OVERHEAD L -PANEL HM - HOLLOW METAL 1• OWNER SELECTED : OUTSWING OPAQUE FIBERGLASS DOOR W/ FUU. PERIMETER WEATHERSTRIPP'G 6 ALUM THRESHOLD WITH SEAL (B DRIP 6 EXTERIOR LOCATIONS) SECURED PER MANLIF APPROVED WIND LOAD TEST CERTIFICATION 2. OWNER SELECTED CHAIN OPERATED STEEL ROLL UP DOOR WITH WIND LOAD BRACING B SECURED PER MANUF APPROVED WIND LOAD TEST CERTIFICATION type finish glass frame details K& no© Y Y V Y p�nry � � 'nt�nt tiV® YE®VISE :3 IV o x � d Ci - i= t mark size notes =Qu- NU '- -c A 2'-8' x 5'-0' O O O 3/AZ 3/A2 3/A2 8'-0' B . 4'-0' x 2'-0' +0, 1 1 O 1 O 3/A2 I 3/A2 I 3/A2 10'-0' GENERAL WINDOW SGHED NOTES: ° WINDOW UNITS SHAU, BE TCT• PRODUCTS ° AU. WINDOW ROUGH OPENINGS SHALL SEALED WITH WHITE COLOR, VIM'L FRAME WINDOW UNITS W/ I' SIKA WATERPROOF'G COVER'& WOOD BUCKS BRONZE TINTED INSULATED LAMINATED IMPACT &LAZINS $ EXTENDS OUT 3' BEYOND FACE OF OPENNG (TYP (W/ SCREENS FOR AU OPERABLE UNITS) - MATCH FOR WINDOW PERIMETER) EX15176 RESIDENCE - COOOP W/ OWNER ° WINDOW UNIT ATTACHMENTS SHAD BE A5 SCHEDULED IN ° PROVIDE RA6EP STUCCO SURROUNDS A5 SHOWN ON BU LDIMG ELEVATIONS - GODRD W/ OWNER THE MANTEL APPROVED WIND LOAD TESTING CERTIPIGATE SEALANT 4' TYP U.N.O. RAISED STUCCO PERIMETER BAND'& WHERE SHOWN IN ELEVA'nOWS SGHED AMU/ . �. 51KA WATERPROOF'6- OR UM EL J'� " EXTENDS 3' PACE OF CMU OR U PLASTIC SHIM -FOAM FIU. VOIDS a -- PT Ix BUCK SECURD W/ V4'x 2' TAPGON FASTENRS 8 12' OG 1 5TA6&ERD SGHED m DOOR SGHED DOOR FRAME 65CURD THRU BUCK W/ I V4' EMBED INTO COWL' W/ 1/4' TAPCONS m CAULK SPAG'6 IDENTIFIED IN WA PERIMETER NO PROP05ED INT. FINISHES- EXP. BLOCK - COORD W/ OWNER JAMB (HEAD 510 SET FRAME IN MASTIC E SGHED DOOR SLOPED BUL.NOSE TILE 51LL IN GROUT BED ALUM BUMPER THRESHOLD RECESS SLAB STUCCO RISER SILL I ) DOOR DETAIL. SCHED POURED BLOCK OR COLUMN W/ STUCCO FINISH 43/F x 3' LONG SLEEVE ANCHORS ITT RAMSET/ REDHEAD HN3BBO OR EQ SPACED PER DR. MMUF PT 2x6 JAMB BLOCK'& W/ FINISHED STUCCO STOP TRIM e LINER RECESSED DOOR SILL, 51KA WATERPROOF'& (TYP) 2 DOOR DETAIL. 5w 31 M v HEAD/JAMB (51M) / P r] CMU / CONIC JAMB OR LINTEL RASED STUCCO BANP'6 WHERE SHOWN IN ELEVATIOWS PT Ix BUCK SECLIRD W/ 1/4' x 2' TAPCON FASTENERS G IL' OC 5TA66ERD NO PROPOSED INT. FINISHES- EXP. BLOCK - 000RD W/ OWNER CAULK PERIMETER SCHD VINYL OR ALUM FLANGE WINDOW SECURED THRU BUCK (W/ 1 114' MIN EMBED INTO CONC) W/ V4' TAPCON FA5TN5R5 8 THE SPACING IDENTIFIED IN THE MANUF WIND LOAD TEST APPROVAL SIKA WATERPROOF& PERIMETER - EXTEWDS 3• FACE OF CMU MIN (TYP) SEALANT PERIMETER STUCCO ON CONC. SILL 5TLICCO SILL HOWN IN 51U. 3 WINDOW DETAIL, 3- WALL LEGEND ® NEW 8' CMU W/ D +6 REBAR (SEE PLAN FOR SPAG'G - MAX 32' OC) ® NEW INSULATED PARTITION GENERAL FLOOR PLAN NOTE& ° ROOF INSULATION SHAD, BE R-30 INSULATION o INTERIOR PARTITIONS (WHERE SHOWN IN PLAN TO BE SOUND INSULATED W/ R-11 BATT FLOOR TO CEIV& CASEWORK / CABINETRY c DESIGN. SPECIFICATION AND DETAILING BY OTHERS C COORDINATE WAU, BLOCKING REQUIREMENTS W/ OWNER FOR CABPETRY AND SHELVING LOCATIONS ELECTRICAL PLAN LEGEND HOV. DUPLEX RECEPTACLE W/ GROUND FAULTINTERUPT WP X RECEPTACLE W/ WADUPLE COVER 01 220V RECEPTACLE ® FLOOR RECEPTACLE PHONE JACK �yTb ((//® CEIL'6 FAN 50 cFm EXHAUST FAN (W/ UGHT WHERE INDICATED) WAU, MOUNTED LED FIXTURE CEILING MOUNTED LED FIXTURE 4' OR 6' RECESSED LED CAN FIXTURE W/ WHITE TRIM ®4' SURFACE MTD LED FIXTURE - OWNER SELECTED D LAMP, 2' FLOURESGENT FIXTURE MOUNTS ABOVE DOOR W/ MOTION SENSOR — LVL— LOW VOLTAGE LED RIBBON U6Hnw o ELECTRICAL PANEL rv1 GABLE CONNECTION ® INTERCONNECTED HARDWIRED SMOKE DETECTORS © CARBON MONOXIDE ALARM SERVICE GALZUL ATIONS GENERAL, EL.ECTRICX- LOAD !�IRGUJT NO, DESGRIPTION IRGUIT BW WIRE WATTS POLE TRIP PROPOSED DETACHED GARAGE e 3W/S0FT - 1,064 50 FT 1 20 14 MIN 3B2 FUTURE DEHUMIDIFIER 1 20 12 MN 1,800 AIR COMPRE55OR 1 20 12 MIN 1,800 GAR UFT 2 30 12 NUN 2,240 FUTURE EQUIPMENT 2 401 12 MIN 2,000 SUBTOTAL 11,032 100 AMP SERVICE SUB -PANEL 15T IOKW e 100% 10000 10,000 REMAINDER e 40% 1.032 413 AG (HEAT) 10.0 KW e 100% WA N/A OF CIRCUITS - 24 TOTAL LOAD WATTS 10,413 TOTAL LOAD AMPS 44 PROVIDE FUTURE L CAMERA( (TYP PERT C.' •� GENERAL ELECTRICAL NOTES ■ ALL WORK SHALL BE DONE IN ACCORDANCE W/ BOTH LOCAL AND NATIONAL ELECTRICAL CODES ■ ELECTRICAL CONTRACTOR SHALL VERIFY ELECTRICAL. PLAN RISER DIAGRAM, AND LOADS AND NOTIFY THE CC OF ANY ERRORS OR DISGREPENGIES PRIOR TO INSTALLATION ■ ALL. EQUIPMENT INSTALLED OUT5IDE OR EXPO5ED TO WEATHER SHALL BE NEMA TYPE 3R ■ MINIMUM WIRE SIZE SHALL BE 14 COPPER ■ ALL. CONDUCTORS ARE TO BE COPPER TYPE THHN UNLESS OTHERWISE NOW ■ CONNECT GROUNDING ELECTRODE CONDUCTOR TO &ROUND ROD Q NEAREST COPPER WATER UWE (GOLD) ■ ALL. TZOV 1 PHASE BA $ 20A BATHROOM, KITCHEN, LAUNDRY. &ARA6E, $ EXTERIOR RECEPTACLES SHAU. HAVE GROUND FAULT INTERRUPTER (GFI)PROTECTION WITH EXTERIOR RECEPTACLES OF THE WATERPROOF TYPE. ELECTRICAL CONTRACTOR MAY INSTALL INDIVIDUAL (6PD IN UM OF (&FD BREAKER WITH SEPERATE CIRCUIT ■ SWITCHES SHAD BE OF STANDARD GRADE OF SILENT TYPE 42' AFF ■ RECEPTACLES SHALL BE I5A B MOV OF THE &ROUND TYPE 16' AFF UNLESS OTHERWISE SPECIFIED ■ THE ELEG. CONTRACTOR IS TO SIZE MOST BRANCH CIRCUITS: A MAXIMUM VOLTAGE DROP OF 3% IS PERMITTED ■ THE ELEG. CONTRACTOR 15 TO ARRANGE FOR TELEPHONE SERVICE $ TELEPHONE WIRING. COORDINATE WITH THE TELEPHONE COMPANY UNLESS OTHERWISE SPECIFIED ■ BRANCH CIRCUITS SHAD BE IN THIN WALL CONDUIT OR APPROVED ROMEX ■ LIGHTING FIXTURES SHALL BE SELECTED BY OWNER ■ SMOKE ALARMS SHAD BE DIRECT WIRED 120V UL2M APPROVED TYPE W/ AUDIBLE ALARM INSTALLED IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS AND USTING ■ ALL DEVICES 5HAU BE SMOOTH TYPE (WHITE) UNLESS OTHERWISE NOTED ■ AW, MECHANICAL EQUIPMENT 5HAU- BE PROTECTED BY OVERCURRENT DEVICES OF TYPE B RATING PER MANUFACTURERS NAMEPLATE SPECIFICATIONS ■ THE ELEG. CONTRACTOR 15 TO COORDINATE WITH OTHER TRADES TO MAKE CERTAIN THAT ALL AIR-CONDITIONING POWER E CONTROL. WIRING $ CONDUITS ARE IN THE BD ■ EXHAUST FANS IN BATHROOMS (IF USED) SHALL BE RATED 8 1 CFM/3P OF VENTILATED FLOOR AREA ■ ALL FAN VENTING $ ROOF PEWETRATIONS SHALL BE BY MECHANCAL CONTRACTOR In ELEC. CONTRACTOR 15 TO COORDINATE ALL SERVICE REQUIREMENTS WITH THE POWER COMPANY BEFORE BIDDING TO BE CERTAIN THAT ALL WORK NFZ555ARY TO MEET POWER COMPANY SPECS IN THE BID ■ ELEG CONTRACTOR TO PROVIDE DISCONNECTS AT AU, APPUANGES A5 REQ. BY NEC ■ ELEG CONTRACTOR TO PROVIDE ARC -FAULT PROTECTION FOR ALL RECEPTACLES ON BRANCH CIRCUITS SERVINY ENCLOSED UVING SPACE EXCLUDING KITCHEN BATHS AND UTILITY ROOMS. ■ ALL IZOV- 15/20 AMP RECEPTACLES WITHIN ENCLOSED LMNG SPACE SMALL BE TAMPER-RE515TANT V4' CABANA 6ARA6E SERVICE SERVICE 200 AMP 42 SPACE K10 AMP MIA PANEL 24 SPACE SUB -PANEL TO EXIST'& O 200 200 100 225 AMP 400 AMP AMP AMP AMP HOUSE SERVICE DISC PANEL SUB - SERVICE METER PANEL DISC PANELS \-3) +2 GU THW B D +4 &ROUND D 3/0 IN I' GU IN I 1/4' CONDUIT GROUP PER NEC 3) 2/10 CU THW @ D +1 GROUND IN 2' CONDUIT e EXS16 UNDERGROUND SERVICE BY FFI- EX15T'G EL.ECTRICA. R15ER i f]NQ SS in 4a �� ([fJD 8 t,4 N [] mg �tE Z u- U3 Z ZZ � mz (P U b LI.J W Q 0 � — a Q IngQUg Le Q s w LL- 0 U-N CL W U_ O U® U3 o �d Q 101 V vr(r 1 W L Z LU Md z %si Li V W7 JOB NO. 18-669 DATE 4-15-21 DRAWN BY JMB CHECKED BY 5MG +YL'-O' B. MEAN RO PROVIDE UNTTEL FOR FUTURE OH DOOR SCHED WINDOW UNIT STUCCO BAND'& SGHED DOOR UNIT V STUCCO BAND'& ME +rz•-0� B. `rFIN R.R — WEST ELEVATION 1/4' W/ I/ ------------------- / A i 5AN FINS. EXIST 5GHI STU( +„-0' _ IZ `r 19 FLR. NORTH ELEVATION V4' >z 31 SOUTH ELEVATION V4' SPEGV ROOF'6- SEE ROOF PLAN EAST ELEVATION V4' V STUCCO i TO MATCH 16 RESIDENCE D DOOR W/ CO BAND& ALUM ) STUCCO TO MATCH RE5IDEINCE PROVIDE 6' ALUM GUTTER - BY OTHERS I v 2'-0- 2'-0' ®. 4 --- D DO 1 4 m m 4 TB -I ( I ( I ( I I ( J-I--L:-L-I__L: L-! 'TYPICAL UNfEL GIRDER TRUSS e DOORS/WIMOWS TYPICAL UNTTEL 2 FOR FUNRE OH DOOR . 24'x30T TBH AT11 TB 1 HATCH . TYPICAL UNTEI. L-2 6 10',10' OH DOORS P 24 OGTR US ORDER �f�� . I I I I TB -I A I I I A I -- -- 12' TRU55 CONNECTOR $ NAIUNG SCHEDULE MK MANUP. CONNECTOR OTY. NAIUNG / BOLTING PRO. REMARKS TO MEMBER TO BEARING A SIMPSON METAPL 1 n 10d . I V2' 4' EMBED B SIMPSON NOT USED C SIMPSON HETA 16 2 9) IOd . I V2' 4' EMBED D SIMPSON HETA 16 1 9) IOd . 1 V2' 4' EMBED E F GENERAL NOTES: 13 PROVIDE 51MPSON T55 TRU55 SEAT OR 266A &ALV STEEL MOISTURE BARRIER WHERE AU. WN ME55URU TREATED FRAWC? MEMBERS ARE IN CONTACT LONG / MASONRY U WHERE MULTIPLE CONNECTORS ARE SCHEDV NAIL'G QUANTiY IDENTIFIED IS PER CONNECTOR KEYED NOTES L 1Z' EMBED 2. D 5/157 FULL HE16Hf THREADV ROD HOOKY TO FOOTER STEEL CONCRETE BEAM / LINTEL SCHEDULE MK 52E REINFORGIN6 STIRRUM TOP OF WALL OR BEAM REMARKS BOTTOM TOP TIE $ SPACING T1E-BM TB-1 8'. 16' D •50 Z) .5P YL'-0' 2 COURSE BEAM BLK T1E-BM TB-2 UNTEL L-I 8'.8' SEE SECTIONS PRE -CAST UNREINF UNTTEL BM L-2 8.8' D .50 SEE SECTIONS PRE -CAST RMNF UNTEL BM L3 8.24' D •60 2) .50 SEE SECTIONS PRE -CAST REINP UNTEL BM - 2 L W - RECESSED UNTEL V4' ROOFING SPECIFICATION SECURE 1 LAYER OF 30+ FELT TIN TA66ED 0 6' CC. EDGES / FIELD - OVER TOP INSTALL SELF -ADHERE ROOF MEMBRANE (CWF% CORNING WEATHERLOC) TO ACT A5 A SUP SHEET BETWEEN ROOF PANELS $ UMERLAYMENT INSTAL, 'M'U-LOG' PLUS 0.032' AU1M ROOF PANELS (OR APPROVED EQUAL) IN OWNER SELECTED STANDARD FACTORY COLOR KYNAR FAINT FIN5H - FASTEN PANELS W/ S.S. T1TE-LOG PLUS CUM. FASTEN CUM W/ 2) .10. I V2' S5 PAN HEAD SCREWS 8 24' O.G. - 3' FROM EMS MAX - 6'OCINWIND ZONE263 MTA L. NEW PRE -FINISH ALUM DRIP EDGE Q WALL FLASH'6 - LEAD VENT COU,ARS $ 600611ECK VENT FRAMING PLAN NOTES OROOF TRUSSES/RAPTERS SHALL BE PRE-EN5 WOOD OHEADERS / UNTELS TRU55E5 W/ 2.6 TOP CHORD W/ 3/7 EXTERIOR PITCH - ALL EXTERIOR DOOR E WINDOW HEADERS SHAD BE SEE ROOF FRAMING PLAN Q SECTIONS PRECAST OR PRE -STRESSED GONG UN'EL BLOCK MANUF O THIS K A PREUMANARY ROOF FRANJN6 PLAN FINAI. TRUSS SHOP BY CAST-GRETE. CONC. FILLY B REIN F AS SCHEDULED. DRAWIN65 TO BE REVIEWED $ APPROVED BY ARCHITECT PRIOR ALL DOOR /WINDOW UNTTELS ARE UNEL TYPE L-1 UNO. TO FABRICATION O TRU55 MANUFACTURER TO IMIGATE UPUFT REACTIONS 8 TRU55/ FRAMED SHEAR/LOAD PATH WALLS: GIRDER ENDS E PROVIDE HANGER CALLOUTS FOR TRU55 TO O GIRDER f GIRDER TO GIRDER CONNECTIONS SHEAR SHEAR WALL /LOAD PATH WALLS SHAU BE 2.4 (WND STUD 8 16" OG WITH PT 2. SILL PLATE $ DBL. 2. TOP O SUBSTITUTION OF ANCHORAGE HARDWARE W/ EQUAL OR GREATER N'A'�' W/ MN 32' LAP - SECURE SILL PLATE TO GONG FOOTER / BEAM EMBED) 8 32' OG MIN VALUES 15 PERMITTED. ARCHITECT A55UMES NO RE5PON5IBILTY - PI YWOOD SHEATH AAT T LEAST ONE E SIDE OF SHEAR WALLS N5 FOR SUBSTMOWHICH DO NOT MEET THE SPECIFIED LOAD PATH ENGINEERING CRITERIA SECURE STUDS TO TOP E BOTTOM PLATES 8 32' O.G. W/ SIMPSON SP4 STRAPS W/ 6) 8d NAILS FOR ALL INTERIOR/ O PLYWOOD SHEATHING ROOF SHEATHING TO BE 5/8' GDX PLYWOOD SECURED WITH 8d &ALV. RIW--SHANK NAILS 8 6' OG EACH WAY (4' OG EACH WAY IN E06E ZONE 3) WAU, SHEATHING TO BE 1/2' GDX PLYWOOD SECURED WITH 6d 6ALV RING -SHANK NAILS 8 6' OG ED&ES $ 12' OG FIELD (4' OG EDGES. 6' OG FIELD IN EDGE ZONE 5) EXTERIOR FRAMED LOAD PATH WALLS GENERAL NOTES: SEE SHEET A4 FOR GENERAL STRUCTURAL NOTES. AND DETAILS. SEE SHEET A4 FOR ROOF PLAN Q fZ w F U Q Q) n o kb nd `^< V V o TSR�p+jjv JOB NO. 15--669 DATE 4-15-21 DRAWN BY 7M8 CHECKED BY 5MG STRUCTURAL. NOT55 • STRUCTURAL WORK 5HAU. BE IN AGGORDANCE WITH THE LATEST ADOPTED EDITION OF THE FLORIDA BOLDING CODE, LOCAL CODES, ORDIMWCES E RE6ULATIONS °VERIFY ALL DIMENSIONS AND SITE CONDITIONS PRIOR TO 5TARnNG CONSTRUCTION •ARCHITECT IS TO BE NOTIFIED OF ANY DISCREPANCIES OR INCONSISTENCIES. • SEE ARCHITECTURAL, MECHANICAL AND ELECTRICAL DRAWINGS FOR ANCHORED, SUPPORTED AND EMBEDDED ITEMS WHICH AFFECT THE 5TRLCTUP.AL WORK VERIFY DETAILS AND DIMENSIONS WITH FMIPMENT PURGHA5ED. • COORDINATE 51ZE5 AND LOCATIONS OF OPENN55 IN FLOORS AND ROOF WITH ARCHITECTURAL, MECHANICAL, AND ELECTRICAL REQUIREMENTS. • SITE 0f5NLAB AT GROUND LEVEL REFERENCE EL. O'-O'. VERIFY ELEVATION WITH CIVIL. •THE 5TRIUGTURE IS DESIGNED TO BE SELF•SUPPORTIN5 AND STABLE AFTER THE BUILDING 15 COMPLETE. IT 15 THE CONTRACTORS RESPONSlIMUTY TO DETERMINE ERECTION PROCEDURES AND SWONGE TO INSURE SAFETY OF THE BUIWIM AND ITS COMPONENTS DOW ERECTION THIS INCLUDES THE ADDITION OF NECESSARY SHORING, SHEETING, TEMPORARY 5RAGIN5, GUYS OR nEDama • THE CONTRACT STRUCTURAL DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE, AND DO NOT INDICATE THE METHOD OR MEANS OF CONSTRUCTION THE CONTRACTOR 5HALL. SUPERVISE AND DIRECT THE WORK AND SHALL BE SOLELY RESPONSIBLE FOR ALL. CONSTRUCTION MEANS, MUMPS, TEGHNIME5. SEQUENCES AND SAFETY. THE EN51N 5R P055 NOT HAVE CONTROL OR CHARGE OF, AND SHALL NOT, RESPONSIBLE FOR THE CONSTRUCTION MEANS METHODS, TEGHNQUE5,5EQUEWUS, OR PROCEDURES, FOR SAFETY PRECAUTIONS AND PRO6RAM5 IN GONWEGTION WITH THE WORK FOR THE ACTS OR OMISSION OF THE CONTRACTOR. SUBCONTRACTOR OR ANY OTHER FER50N5 PERFORMING ANY OF THE WORK OR FOR THE FAILURE OF ANY OF THEM TO CARRY OUT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENT5. • DFGIrtJ DATA ROOM 30 AF ELEVATED FLOORS N/ STAIRS WA ELEVATED DECKS N/A DEAD LOADS ROOFS 25 F ELEVATED FLOORS N/A ATTIC STORAGE 20 AF PSF WINDGLOADS (PER FBC 2014 RES05NTTAI. UDR) 150 MPH IMPORTANCEVELOCITY FACTOR LO EXPOSURE CATEGORY D SOILS DATA: ALLOWABLE BEARING PRESSURE 2500 AF (ASSUMED) FOUNDATIONS • BOLDING AND SITE FOUNDATION BEARING SURFACES ARE TO BE PREPARED IN COMPLIANCE WITH 650TUCHNCAL REPORT PREPARED SPECFICALLY FOR THE PROJECT SITE. AT A MINIMUM SITE PREPARATION TO INCORPORATE THE FOLLOWING, UNLESS MOR STRINGENT OR INTENSIVE REQUIREMENTS ARE MANDATED IN THE &EOTEGHNCAL REPORT. THE ARCHITECT AND/OR ENGINEER ACCEPTS NO RESPOMIBILn FOR SETTLEMENT OR OTHER SOIL RELATED EFFECTS UNLESS A THOROUGH 6E0TECHNGAL EVALUATION AND REPORT OUTURW 51TE AND FOUNDATION PREPARATION RECOMMENDATIONS HAVE BEEN ISSUED AND INCORPORATED INTO THE DE516N DOCUMENTS. • THE GONSTRUCTON AREA SHALL BE STRIPPED OF ALL VEGETATION, TREES, ROOTS. DEERS AND OTHER DELETERIOUS MATTER WITHIN AND FIVE FEET BEYOND THE PERIMTER OF THE PROPOSED BUILDING AND PAVED AREA5. AL. AREAS TO RECEIVE FILL SHALL. ALSO BE STRIPPED AS DESCRIBED. • IT S THE OWNERS OBLIGATION TO OBTAIN A 6EOTEGHNGAL ENGINEER TO CONDUCT TEST BORINGS AND SURVEY5 OF EXISTING 51TE CONDITIONS AT AND AROUND BUILDING FOOTPRINT TO DETERMINE SOIL AND SUBSURFACE CONDITIONS. • THE CLEARED AREAS ARE TO BE PREPARED FOR CONSTRUCTION AS OUTLINED IN THE GEOTECHNGAL EMINEER RECOMMENDED PROCEDURES REPORT. • FILL SHALL BE GLEAN SAW5 WITH LESS THAN FIVE PERCENT FINES (PERCENT OF DRY WEIGHT PA551N6 A U.S. NO. 200 SIEVE). HIGHER FIN; CONTENTS CAN BE USED BUT MORE COWoTPLCT10N CONTROL S WEGESSARY. BAGKFILL BEHIND WALLS SHALL BE VERY PERVIOUS, WITH NO MORE THAN THREE PERCENT FINES. • WHERE FILL 16 REQUIRED, THE 5URFAGE SHALL BE PREPARED A5 I NDICTATED ABOVE. THE OUTER EDGES OF THE FILL SHAD. EXTEND FIVE FEET BEYOND THE BUILDING PERIMETER WITH A MAXIMUM HORIZONTAL TO VERTICAL RATIO OF 4 : I, THE FILL 5HAU BE PLACED IN M-INCH THICK LIFTS AND COMPLICATED TO AT LEAST 98 PERCENT OF THE MODIFIED PROCTOR MAXIMUM DRY DENSITY (ASTM D-1557). COMPACTION SHALL BE CHECKED WITH FLEW DESFTY TESTS. • P056MVE DRAINAGE SHALL BE MAINTAINED AT THE 517E DURING THE CONSTRUCTION OF THE PROJECT. PREFER TO CIVIL PLAINS FOR ADDITIONAL SnVORK AND DRAINAGE REQUIREMENTS. • IMMEDIATELY PRIOR TO REINFORCIM STEEL PLACEMENT AL BEARING SURFACES OF ALL. FOOTING AND FLOOR SLAB AREAS SHALL BE COMPACTED USING HAND OPERATED MECHANICAL TAMPERS. IN THIS MANNER. ANY LOCALIZED AREAS WHICH HAVE BEEN L005ENED BY EXCAVATION OPERATIONS SHALL BE ADEQUATELY RECOMPAGTED. • REMOVE FREE WATER FROM EXCAVATIONS BEFORE PLAGIN5 CONCRETE. • PLACE GONGREFE FOR SLAB ON 6RADE ON A 10 MIL POLYETHYLENE FILM VAPOR BARRIER INSTALLED ON P0150WED COMPACTED SOIL,. SEE STRUCTURAL DRAWINGS FOR ADDITIONAL. FOUNDATION NOTES CONCRETE ANP REINFORCING • CONCRETE WORK SHALL CONFORM TO ACI SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUIWIN05,5, ACI 501 LATEST EDITION cCA5T-IN-PLACE CONCRETE SHAU. BE A5 FOLLOWS, EXCEPT A5 NOTED: 28 DAY CO sTREMTH .SLUMP (+/-T) MAX W/G RATIO MAX AC-CiRE&ATE AIR CONTENT FOUNDATIONS 3000 AI 5' 0.45 3/4' 4-7 % SLABS ON GRADE 3000 AI 4' OA5 3/4' 4-7 % STRUCTURAL TOPPING 4000 Ai 5' OA5 3/5, 5-8 % COLUMNS E nE B 4000 PSI 5' 0.45 3/4' 5-8 % LED CELLS (GROUT) FIL 3000 PSI 8' -(' 055 3/8' WA • SUBMIT DE516N MIXE5 FOR APPROVAL AT LEAST ONE WEEK PRIOR TO COW -RPM FOUR. DESIGN MIX SUBMITTALS MUST INDICATE PROPOSED LOCATION OR TYPE OF LISP. FAILURE TO DO 50 WILL GALISD DELAY AND/OR REJECTION OF SUBMITTALS. • PROVIDE CONCRETE COVER OVER REINFORCEMENT AS FOLLOWS. UDR: LOCATION AND CONDITION MINIMUM COVER A CONCRETE CAST AGAINST AND PERMANENTLY AL BARS 3' E005E1) TO EARTH B. CONCRETE EXPOSED TO EARTH OR t6 OR GREATER 2' WEATHER 05 OR GREATERI V2' C. CONCRETE NOT EXP05W TO WEATHER OR IN CONTACT WITH GROUND L 5LA5, WALLS, AND MISTS AND •D OR SMALLER 3/4' Z. BEAMS AND AU, BARS 1 1/2' • COVER APPUE5 TO PRIMARY REINFORCEMENT, TIES, STIRRUPS AND 5P(RAL5. • REMORGIM BARS SHALL. CONFORM TO ASTM A-615, GRADE 60, LATEST REVISION WITH 5UPPLUM5W (SD, MARKED 'S'. • WHERE BEAM REINOFRGIWS 15 SHOWN CONTINUOUS. 5PLIGE BOTTOM BARS OVER SUPPORT AND TOP BARS AT GUNTER OF SPAR • LENGTH OF LAP SPLICES AND BAR EMBEDMENT SHAD, BE A5 SHOWN IN TABLE, UNLESS OTHERWISE NOTED: MINIMUM SPLICE LENGTH FOR DEFORMED BARS TQZ BAR 51ZE +6 OR LESS 3000 PSI 4000 AI *GLASS A *GLA55 B *GLASS A *GLASS B 44Db 57Db 38Db 49Db #7 OR MORE 55Db TPI, 471)b 611)b TN2 •b OR LE55 571)6 74D6 50D6 651)b F7 OR MORE 71Pb SIDb 61Db 79Db NOTES: 7' S DEPTH OF CONCRETE UNDER BARS T76' S BAR DIAMETER *FOR ALL R51WORCIM SPLICES UTILIZE CLASS B- 5PUCE, UNO. ON R.AN5 OR DETAILS. • AT CHANGES IN DIRECTION OF CONCRETE WALLS AND TIE BEAMS, PROVIDE CORNER BARS OF SAME SIZE AND, SPACING AS HORIZONTAL STEEL. • PROVIDE STANDARD HOOKS AT DISCONTINUOUS ENDS OF TOP BARS. WELDED WIRE FABRIC TO COMPLY WITH ASTM A185 SHEETS ONLY, NO ROLLS. INSTALL ON BRICKS OR BOLSTERS, AT MID-MM OF THE SLAB. 5CHED TOP REINF SCHED BOTT REINF SGHED TIE BM / BOND BEAM x _ VERT WALL, REINP 8'-0' MAX 6 / THRU LINTEL E 8' PRECAST GONG HOOKD INTO nE-BM U-UNTEL BLOCK L-1 REINF. - CONIC FILLED W/ 13'-8' MAX SGHED RFAW L_Z HOOK UMM REINF INTO VERT WALL. I �n. n• uw I •FIARP LINTEL DETAIL NTS L-1 - UWREIWCRCED PRECAST CONC LINTEL L 2 - REINFORCED PRE -STRESSED PRECAST CONCRETE UNMl. W/ D #60 CONC FILLED 5TRUGTURAL STEEL • STEEL WORK SHALL CONFORM TO THE A15C *MAW& OF STEEL CONSTRUCTION 9TH EDITION AND 'SPEGIRCATIOAS FOR 5TRUGTURAL STEEL BUILDINGS'. N89 EDITION • MATERIAL SHALL CONFORM TO THE FOLLOWING, EXCEPT A5 NOTED: STPUCTUP.AI. STEEL W-5HAPE5: ASTM A992 (FY-50 KSD ANGLES, CHANNLVS, AND PLATES: ASTM A36 (FT-36 K51) 5, A AND HP 61-lAPE5: ASTM A36 IFY-36 KSD N S STEEL PIPE: ASTM A53, GB. B TY-35 KSD HOLLOW STRUCTURAL SECTIONS - RECTANGULAR: A5TM A500. OR B 0 Y-46 KSD HOLLOW STRUCTURAL 5EGTIONS - ROUND: ASTM A500, 6R B (Y-42 KSD HIGH STRENGTH BOLTS: ASTM A325; NUTS: A5TM A563; WASHERS: ASTM 1`436 DIRECT TENSION INDICATORS: ASTM F959 TWIST -OFF TENSION CONTROL BOLTS: ASTM M552 ANCHOR RODS: A5TM 1`1554 &R. 36 (Y-36 KSD THREADED RODS: A5TM A36 (FY-36 KSD OR A5TM AN3 GR. B7 �Y-YL5 KSD HEADED STUD ANCHORS: ASTM A108 6R.6 1010 THRU1020 • COMECTIOM: • UNLESS OTHERWISE NOTED, BOLTS SHALL BE HI6HSTRE16TH, BEARING TYPE WITH THREADS INCLUDED IN SHEAR PLANE5. n6TE HN BY AISC APPROVED nGHTENM METHODS. • WELDING ELECTRODES FOR A36 6 A992 STEEL SHAD. BE U70M RETURN FILLET WELDS FOR FRAMED CONNECTIONS 1/2' AT EACH END. • SHOP CONNECTIONS 5HALL BE WELDED OR BOLTED. • FIELD CONNECTIONS SHALL BE MADE WITH 3/4' BOLT5, EXCEPT A5 NOTED OTHERWISE. • DESIGN BEAM CONNECTIONS TO DEVELOP THE REACTIONS DUE TO THE fJJWMUM ALLOWABLE UNIFORM LOAD FOR THE BEAM SVE AND SPAN SHOWN ASSUMIM FUL1, LATERAL SUPPORT. UNLESS OTHERWISE NOTED. • ALL STEEL CONNECTIONS SHOP DRAWINGS SHALL BE SIGNED AND SEALED BY A FLORIDA RE0I5TERED ENGINEER • ALL STRUCTURAL. STEEL EXPOSED TO THE EXTERIOR CONDITIONS SHALL BE HOT DIP &AL.VANZED. CONCRETE UNIT MASONRY • CONFORM TO AGI SPEGIFIGATIOW5 FOR MA50NRY STRUGTURE5 (ACI 530.D. ASTM C-476, ASTM C-ION AND WCMA TEK 107. • MORTAR SHALL. BE TYPE M OR S. WITH MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI. • REINFORCE WALLS WITH TRU55--TYPE REINFORCEMENT EQUAL TO STANDARD PUP-O-WAL IN BED JOINTS 9-6A OR APPROVED EQUAL AT 16' O.C. MEASURED VERTICALLY UDR PLACE PER MFR. REGOMMENDAT10W5. EXTEND INTO COLUMNS, OR PROVIDE DOVETAIL ANCHORS TO SECURE MASONRY TO COLUMNS. PROVIDE PREFABRICATED TEE' OR CORNER 6ECnOM AT WALL INTER5E0TIOM. • WHERE CONCRETE BEAMS ARE INSTALLED IN CONCRETE BLOCK WALL, SUPPORT CONCRETE WITH 6' WIDE CONTINUOUS STRIA OF 1/6 50UARE MESH SOFFIT SCREENM OF PUR-OSTOP OR EQUAL CENTERED OVER BLOCK WORK USE OF ROOFIM FELT STRIA WILL NOT BE PERMITTED. • OPENN-S SHAD. HAVE BLOCK GEL. AT EACH JAMB FILLED WITH GROUT AND REINFORCED, AND A5 INDICATED IN TYPICAL DETAIL5. • GROUT FOR FILLED GULLS SHAD. CONFORM TO ASTM 0476, LATEST REVISION, AND 6HAL.L. HAVE A SLUMP OF BETWEEN 8' AND II'. PROVIDE CLEANOLUT5 FOR UFI`5 GREATER THAN 5'-0' IN HEIGHT. PUMP 4'-0' MAXIMUM GROUT LIFTS FOR HIGH LIFTS (Z'-O' MAX) GROUTING WITH 30 MINUTE DELAY BETWEEN LIFTS. • AT FILLED CULLS, LAY UNITS WITH FULL BED JOINTS AROUND GULLS. • CONCRETE BLOCK TO CONFORM TO ASTM C-90 Tm - 1500 PSI, NOD AI ON THE W1ET AREA). • ALL GOLUMW5 AND BEAMS INTEGRATED IN CMU WALLS ARE 8' AND TL' NOMINAL AND 7-5/6' AND 11-5/5' ACTUAL DIMENSIONS. • LAP SPLICE CMU REINFORGIM. 48 BAR DIAMETERS, UDR • M5TIM OF GROUT TO COMPLY WITH ASTM C-ION. • CLEANOUT OPENWS SHALT. BE PROVIDED AT THE BOTTOM OF CELLS TO BB GROUT FILLED IN EACH POUR IN EXCE55 OF 5 FEET IN HEIGHT. THE GLEANOUTS SHAD BE 5EALED BEFORE GROUTING, AFTER INSPECTION ANY OVERHANGING MORTAR OR OTHER OBSTRUCTION OR DEBRIS SHALL BE REMOVED FROM THE IW51DE5 OF SUCH CELLS WALLS. VERTICAL REINFORCEMENT' SHAD. BE HELD IN POSITION AT TOP AND BOTTOM ANDAT INTERVALS NOT EXCEEDING 112 BAR DIAMETERS. CELLS GONTAINM REINFORCEMENT SHAD. BE FILLED 50UPLY WITH GROUT. • GROUT SHALL BE POURED IN LIFTS OF 4 FEET MAXIMUM HEIGHT. GROUT SHALL BE CONSOLIDATED AT TIME OF PLACING BY VIBRATING AND RECONSOLIDATED LATER BY VIBRATING BEFORE PLASTICITY S LOST. WHEN TOTAL GROUT POUR EXCEEDS 5 FEET IN HE16HT, THE GROUT SHAD. BE PLACED IN 4-FOOT LIFTS. MINMUM CELLS DIMENSION SHALL, BE IN AGCORDAWCE WITH TABLE 5 OF AGE 530U G' X 3' FOR COARSE GROUT, 12 FT. MAXIMUM POUR HEIC+M. WHEN THE 6ROUTIM IS STOPPED FOR ONE HOUR OR LONYER. HORIZONTAL GOWSTRUGnON JOINTS SHALL BE MADE BY STOPPP5 THE POUR OF GROUT NOT LEES THAN 1-I/2 INCH BELOW THE TOP OF THE UPPERMOST UNIT GROUTED. • BEAMS WITH PREFIX TB' SHALL BE OF CONCRETE, POURED AFTER THE MASONRY WALLS BELOW ARE IN PLACE. REINFORCING SHALL BE CONTINUOUS THROUGH TIE BEAMS WITH MINIMUM LAP SPLICES OF 48 BAR DIAMETERS AND BENT BARS AT CORNERS. U5E METAL LATH, MORTAR, OR 51,ECIAL UNITS TO CONFINE CONCRETE TO AREA REQUIRED, IN ACGORDANCE WITH ACI 530U (SOUP METAL OR FELT CAVITY CAA ARE PROHIBITED). • MA50NRY WALLS MARKED A5 TOAD BEARING' ARE DESIGNED TO CARRY FLOOR &RAVITY LOADS AND MUST BE CONSTRUCTED TO SUPPORT THE CONCRETE FLOOR 51,A5 GOWCURRENTLY WITH CONCRETE COLUMN CONSTRUCTION • MASONRY WALLS INDICATED AS TNFILL' ARE DESIGNED TO RESIST LATERAL LOADS AND MIST BE CONSTRUCTED AFTER THE CONCRETE SLAB IS CAST. WILL WALLS 6HAU. BE CONSTRUCTED STARTIW AT THE FOUNDATION LEVEL AND WORKING UPWARD ONE LEVAL. AT A TIME. DO NOT START NEXT HIGHER LEVEL OF WALL PRIOR TO COMPLETION OF WALL BELOW. ALLOW A MINIMUM OF 3 DAYS CURIM FOR GROUT OF WALL BELOW PRIOR TO STARTING WALL ABOVE. • SINGLE STORY MASONRY WALLS INDICATED AS PARTITION WALLS' SHAD BE CAST ON THICKENED SLAB FOUNDATIONS AND ARE NOT DE5I0NED TO CARRY ANY LOADS FROM THE MAIN BUILDING STRUCTURE. ISOLATE TOP OF PARTITION WALLS FROM UNDERSIDE OF CONCRETE SLAB WITH A MINMIUM 1/2'THICK COMPRE5515LE MATERIAL.. • PROVIDE CORRIOATED STEEL ANCHOR STRAP AT MASONRY TO CONCRETE JOINTS AT LOCATIONS, NOT DESIGNATED AS EXPANSION JOINT BY ARCHITECT, WHERE STUCCO SPANS FROM MASONRY TO CONCRETE STRAPS SHAD. BE MINIMUM 51. x IV x 16'6A. AND 5PACW @ 16' OC. VERTICALLY. WOOD FRAMING • PERFORM WORK IN ACCORDANCE WITH THE FOU.OWIW AGENCIES: LUMBER GRADINS AGENCY; CERTIFIED BY AL5G AND PLYWOOD GRADIWY AGENCY; CERTFED BY ARA. • LUMBER MATERIALS SHAD. FOLLOW NFPA AND 5PIB GRADING RULES, AND SHAD. HAVE THE FOU.OWIM PROPERTIES: -BEAMS AND HEADERS: SOUTHERN FINE SPECIES OR DOUGLAS FIR SPECIES; NO. 1 GRADE OR BETTER -RAFTER / J015T FRANW: SOUTHERN PINE SPECIES OR DOUGLAS FIR SPECIES, NO. 2 GRADE OR BETTER -ROOF DECKING: 5/8' GDX PLYWOOD SHEATHING -MSCELLAWPOU5 FRAMING: SOUTHERN FINE SPECIES OR DOU&LA5 FIR SPECIES, NO.2 GRADE • ALL. FASTENERS, CUPS, HANGERS, BASES, GAPS $ Tiff -DOWNS SHAD. BE FABRICATED FROM GAL-V. STEEL • FRAMING CONNECTOR MODEL NUMBERS SHOWN ARE SIMPSON STRONG -TIE COMEGTORS, A5 MANUFACTURED BY SIMPSON 5TRON16-TIE CO., 1450 DOOLITTLE DR. PD. BOX 1565, 5AN LEAWDRO, GA 54577. 5UBSTTMION5 ARE ACCEPTABLE WITH APPROVAL FROM THE ENGINEER. INSTAL. SIZE AND NUMBER OF FASTENERS AS 5HOWN IN LATEST SIMPSON CATALOG. • ALL POST -INSTALLED ANCHORS SMALL BE EPDXY ADHESIVE TYPE WITH ASTM ML THREADED ROD, UDR BRAND AND TYPE OF EPDXY ADHESIVE SHAD. BE SIMPSON SET, HILn HIT MY 150, OR HIM RE 500 EPDXY. NO SUBSTITUTIONS WILL, BE ALLOWED WITHOUT WRITTEN PERMISSION FROM THE ENGINEER OF RECORD. EVALUATION OF 51,55TITUITON RE01,1E5T5 WILL. INVOLVE ADDITIONAL ENGINEERING TIME, AND POSSIBLE REDESIGN OF CONNECTIONS, WHICH WILL. AFFECT OTHER TRADES. -3 }----------0---------� O i SEE PLAN 2 TIES @ V2 SPECIFIED SP ZI-F TIES @ SPEGIFw 5PAGIM TIES @ VZ SPECIFIED SPACING @ V2 SPECIFIED Ma 2 Ties @ V2 SPECIFIED 5F I I I I I I I I t I I I i I I I I I I I i I I t I I I I I I I I I a I "6- l'Ifn EDGE ZONE ROOF PLAN VB' I STD. HOOK TYPICAL COLUMN OFFSET LAP SPLICE 36 x BAR 0, TYPICAL ALL COLUMN R55AR @ 1/2 sPECIFlEDR• N-[TO BE SHOP OFFSET :INS BENT. SLOPE OF OFFSET INCLINE NOT n-�- TO EXCEED 16 T/ PILE GAP OR , -I� r W/ STANDARD AGI HOOKS PIL5ACAP: &RAPE BEAM (5LEV VARIES) OR SHALLOW FOUNDATION SEE PLAN B DETAILS TYPICAL CONCRBT5 COLUMN DETAIL MI5 CONT. LATERAL WOOD TRUSSES SHALL BE BRACED AND ERECTED IN BRAGIMaa�D ACCORDANCE WITH THE PLATE BRACING WOOD TRUSSES COMMENTARY MNENP ' E RECOMMENDATIONS, Q Q N THE PLAN O BWf76, BRACING IN THE PLAN OF THE VIER MEMBERS. pIAC70 A. THE TRU55 FABRICATOR SHAD. PROVIDE AND LOCATE BRAGIM LATERAL BRACIM FOR EACH TRU55 WEB MEMBER A5 R50. CONT. LATERAL BRAGIM WE B. LATERAL BRAGIM SHALL BE RESTRAINED BY DIA6NIAL SLOPIW OR V SLOPIM OR VERT. BRAGIM (MIN 2' THICK NOMINAL LIMBER). THIS BRAGIM TO BE CONTINUOUS. DIAGONAL BRAGIM G. A MIN OF TWO ROWS OF DIAGONAL BRAGIM 15 REQ. ONE NAILED TO OPPOSITE @ EACH VERT. MEMBER CLOSEST TO MARINO LOCATIONS. PIAC-ONAL SIDE OF WEB TO BRAGIM PREVENT LATER THE BOTTOM CHORDS SHALL BE BRACED BY CONTINUOUS LATERAL MOVEMENT @ BRACIM SPACED @ 8 TO 10 FEET, NAILED TO TOP OF THE BOTTOM 20 O.G. CHORD. DIAGONALS PLACED @ 45 DEGREES TO THE LATERAL. DIAGONAL BRAGW, SHAD. BE LOCATED AT EACH END. IFTHE BUILDIM FORM BRACED EXCEED 60 FEET IN LEMTH, DIAGONAL BRAGIM SHALL. BE BAY @ 20' REPEATED @ 20'INIERVAL6 INTERVALS, REPEAT TOP CHORD BRACIM: @ BOTH ENDS A IF PLYWOOD DECKIM IS APPLIED DIRECTLY TO TOP CHORD, CONT. LATERAL PROPERLY LAPPED @ NAILED TO DEVELOP DIAPHRAM ACTION BRAGM LOCATED BRAGIM 15 NOT REQ. ON OR WEAR PANEL B. IF PURUW5 ARE USED, DIAGONAL. TOP CHORD BRACIM 15 REG. POINTS 8' TO 10' AT EACH END. F THE! BUIWIM EXCEEDS 60 FEET IN LEMTH, O.C. DIA60NAL. BRAGIM SHALT. BE REPEATED @ 20' INTERVALS. 5/8' PLYWOOD ROOF 5HEATH'G. ROOF MEMBRANE $ SCHED ROOF6 - SEE ROOF'& SPECS ON ROOF PLAN $ FRAMG NOTES ON ROOF FRAM'G PLAN PT Zx6 FASCIA. Ix NAILER E 2- ALUM DRIP FLA6H'6 TDT.B. . - ycc cLcvstllvrw✓ - COORD W/ OWNER SANDD STUCCO PIN51-1 TO MATCH EXIST76 RE5IDEWCE MP) VINYL STUCCO DRIP SCREED FIR +O_ N FLR TRIU5955 ° —5/8' MOISTURE RESISTANT GYP BRD CMWNG- PAINTED SCHED TIE -BEAM - 5EE ROOF FRAM'(7 PLAN 5/5' STUGGOV NON-VUHM SOFFIT OVER FELT -BACK HIGH RIB LATH SECUR'D W/ •6 6TAPLE5 @ 4' OG 0YP) COW INTUL. ST ,• GONG LIMEL RA15UP STUCCO BAND'&- COORD W/ OWNER SCHED WINDOW E EXPOSED BLOCK SCHED SLAB $ FOOTER - 5EE FOUNDATION PLAN r w d U_. Q!f IZ LL- U o oz JLJLJl cc V v [� N W L ck re � dd Q >= Cl'q Z M qz co JOB NO. 113669 DATE 4-15-21 DRAWN BY JMB CHECKED BY 5MG I ) TYPICAL WA►U., SECTION 3/4'