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HomeMy WebLinkAboutBuilding PlansREVISIONS ,o + 38.8 + 38.8 + 38.8 - 42.3 I - 42.3 STUCCO 42.3 RIGHT ELEVATION SCALE: 1/4" = 1'-0" -- -- - -- -, _ - - - - - - - - - - II co Li 0 + 38.8 + 38.8 + 38.8 STUCCO TITF �TiTJ,n(RCnF PLAN DTvlsloN REYTi �i EO FOR COS vC SCALE: 1/8" = l'-0" AEVIEWED DATE PLANS L�ti nTiT MAST BE KEPT ON JOB OR NO .INSPECTION WILL BE bI_A-DE. 50.7 - 42.3 - + 38.8 LEFT ELEVATION - 50.7 SCALE: 1/4" = l'-0" LEGEND: REAR ELEVATION SCALE: 1/4" = 1'-0" + _ L .HESE PLAA6 PA) All PRt3poSED WpI; ARE S # 1! r1��4 71®NS �'i�iw .rfitFi LSf m, rC` % N k nD pq ONE ; F Si N S OR ATTACHMENTS ARF THE RESPONSIBILITY OF THE ALL MANUFACTURES L.ABLES STOWING U FACTORS AND SHGC COMPLIANCE - - - - - - WCTH FRC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS D 0 O ���� STUCCO m + 38.8 , _ Ln CD CD z ►� Q LL W U ry 0 W Qz ob z Q Z U) Z Q J cn 0 z can w r Li �-- d... z d- 0 0 z U CD c �0 W 0 � 0 Ln W � In O N ro 0 - D U DATE: 10-5-15 DRAWN BY: BARBARA SHEET NUMBER k t SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8U8 8F8-oB 8F12-0B 8F16-0B 8F20-08 BF24-OB 8F28-08 8F32-OB 8F8-18 8F12-18 8F16-18 8F20-1B 8F24-1B 8F28-18 8F32-18 2'-10" (34') PRECAST 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 3'-6" (42') PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 4'-0" (48') PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 M 8672 10294 11809 5'-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 t663 3090 5365 7547 734219 873319 1012710 5'-10" (70") PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168 4s 60361s 7181 1s 8328 6'-6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 3480 5381 8360 1039 8825 H 7'-6" (90") PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 a 6472 , 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 33 2 752 1245 1843 2564 3486 47051 6390 F 10'-6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643I3o 4754 u 11'-4" (136') PRECAST 362 582 945 1366 1 1846 2423 3127 4006 582 945 1366 1846 2423 3127 4006 12'-0" (144") PRECAST 337 540 873 1254 1684 1 2193 2805 3552 540 873 1254 1684 2193 2805 3552 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 14'-0" (168") PRECAST 279 424 706 1002 1326 1697 2127 2630 aa2 706 1002 1326 1697 2127 263o 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NH- 458 783 1370 1902 2245 2517 2712 15'-4" (1.84") PRESTRESSED N.R. NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 17'-4"(208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 536 950 1326 1 1609 1849 2047 PRESTRESSED N.R, NR NR NR19'-4"(232") NR NR NR 235 418 75 0 -1037 1282 151515 1716 21'-4"(256')PRESTRESSED N.R. NR NR NR NR NR NR NR 180 340 598 845 1114 1359 I.te8 22'-0"(264") PRESTRESSED N.R NR NR NR NR NR NR 16 5 315 550 784 1047 1285 139399 24'-0" (288") PRESTRESSED N.R. NR NR NR MR NR NR NR 129 t 250 450 654 884 1 1092 1 1222 COLt BLO( (TYF 0 i 0 N o I� ao q' - 090 FLOOR PLAN SCALE: 1 /4" = 1'-0" #5 REBAR AT TOP F = FILLED WITH GROUT RF = RECESSED & FILLED W/GROUT MIN. (1) REQUIRED ::).-1 1/2" COVER _ QUANITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY CMU J a 8��6-18 1T Oz GROUT �o QU ANITY OF #5 REBAR � ° AT TOP OF LINTEL OF LINTEL CAVITY NOMINAL HT, 8" NOMINAL IN LINTEL (VARIES) NOMINAL WIDTH LINTEL INFORMATION LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END LEGEND: 0 PROVIDE VERTICAL #5 BAR AT EACH SIDE OF PROPOSED OPENINGS 8, 4' O.C. 4'-6 INDICATES LINTEL LENGTH INDICATES 12' HIGH WALLS '-1op, B5'-R" See elevation for roof pitch /— Roof tiles on 5/8" exterior plywood (see engineer notes) 2x4 pre-engineered wood trusses CEILING i R30 insulation @ 24" o.c. (shop dwg's req'd) BOARD SINGLE 2X4 TOP _______� Hurricane tie down, PLATE NAILED TO (see engineering notes) TRUSSES 1-16d NAIL PER TRUSS 1/2" drywall b ..r 1/2" DRYWALL NON ON EACH SIDE BEARING 1 "X 3" furring I Metal drip strip OF WALLS FRAMED WALL @ 16" ' o.c. b see elev. Alum fascia & vinyl soffit 2X4 STUD WALL @ 16" 0.C. \ b Conc filled tie beam w/(1) #6 bar each lintel block course and (1) #6 2X4 FIRE BLOCKING bar in precast SINGLE 2X4 PT ' BOTTOM PLATE W/ 8d CASE i HARDENED 1 NAILS @ 18" CONCRETE O.C. SLAB 1 1 1 1 2X4 NON -BEARING , I SCALE: 1/2" = 1'-0" I Precast sill i o 1/2" celotex or equivalent CU Marble sill w/1 "x2" furring strips 8" conc block Drywall Stucco finish 1#5 bar min. overlap 25" �, —Conc filled cells w/145 dowel per plan W < Q 4" conc slab w/6x6 10/10 wwm on 6 mil vapor barrier on compacted termite -treated fill lit over pressure grouted soil 4" min. (see engineering note) 1 Finish grade 3" min. cover per plan -- (2) #5 bars continuous BLOCKWA'-'L SECTION 3/411 = 1' -011 ------ Galvanized truss connector. Wire lath &stucco (porch & entry clg) for uplift see truss engineering requirements. I I I I varies Porch beams I I I see elev. (see floor plan' for size) - , Embedded hurricane straps at each end of each beam supported by the column as noted on plan . Place straps I � on inside of beam. I 1 I 1 I I I I I I I I 1 I 4" conc slab ' I I w/6x6 10/10 wwm ' on 6 mil vapor barrier—12"dia. block column filled on compacted termite treated fill solid w. 3 #5 bars I � I I I ¢ Ground line Q Cn o � o , .� )5' S ; -1 , , r ¢ p LC) VERIFY ALL DRAWINGS i CONSTRUCTION. ANY per pl n == sr o� -°- o REPORTED TO b ,,•� �,..;,, o z ULSIUNEH BEFUNE UUNSIKUCTION BEGINS. PORCH SECTI®N f'' fP;t141El1�ti O r �.. I -. /�-I- • !l T/'\P\ - ,,r11 / rll f'1r(". %inn In/'l1Ate- _ See elevation for roof pitch /— Roof tiles on 5/8" exterior plywood (see engineer notes) 2x4 pre-engineered wood trusses CEILING i R30 insulation @ 24" o.c. (shop dwg's req'd) BOARD SINGLE 2X4 TOP _______� Hurricane tie down, PLATE NAILED TO (see engineering notes) TRUSSES 1-16d NAIL PER TRUSS 1/2" drywall b ..r 1/2" DRYWALL NON ON EACH SIDE BEARING 1 "X 3" furring I Metal drip strip OF WALLS FRAMED WALL @ 16" ' o.c. b see elev. Alum fascia & vinyl soffit 2X4 STUD WALL @ 16" 0.C. \ b Conc filled tie beam w/(1) #6 bar each lintel block course and (1) #6 2X4 FIRE BLOCKING bar in precast SINGLE 2X4 PT ' BOTTOM PLATE W/ 8d CASE i HARDENED 1 NAILS @ 18" CONCRETE O.C. SLAB 1 1 1 1 2X4 NON -BEARING , I SCALE: 1/2" = 1'-0" I Precast sill i o 1/2" celotex or equivalent CU Marble sill w/1 "x2" furring strips 8" conc block Drywall Stucco finish 1#5 bar min. overlap 25" �, —Conc filled cells w/145 dowel per plan W < Q 4" conc slab w/6x6 10/10 wwm on 6 mil vapor barrier on compacted termite -treated fill lit over pressure grouted soil 4" min. (see engineering note) 1 Finish grade 3" min. cover per plan -- (2) #5 bars continuous BLOCKWA'-'L SECTION 3/411 = 1' -011 ------ Galvanized truss connector. Wire lath &stucco (porch & entry clg) for uplift see truss engineering requirements. I I I I varies Porch beams I I I see elev. (see floor plan' for size) - , Embedded hurricane straps at each end of each beam supported by the column as noted on plan . Place straps I � on inside of beam. I 1 I 1 I I I I I I I I 1 I 4" conc slab ' I I w/6x6 10/10 wwm ' on 6 mil vapor barrier—12"dia. block column filled on compacted termite treated fill solid w. 3 #5 bars I � I I I ¢ Ground line Q Cn o � o , .� )5' S ; -1 , , r ¢ p LC) VERIFY ALL DRAWINGS i CONSTRUCTION. ANY per pl n == sr o� -°- o REPORTED TO b ,,•� �,..;,, o z ULSIUNEH BEFUNE UUNSIKUCTION BEGINS. PORCH SECTI®N f'' fP;t141El1�ti O r �.. I -. /�-I- • !l T/'\P\ - ,,r11 / rll f'1r(". %inn In/'l1Ate- _ z W 1-- Q L1J > w n, - �z d- O i- O J z U CD LIJ O W � 0 Ln O N 0 � rn W U� D U DATE: 10-5-15 DRAWN BY: BARBARA SHEET NUMBER 2 OF 3 2" VTR 2' WC PLUMBING RISER NOT TO SCALE 1 /2 34 1 /2 34 ELECTRIC SCALE: 1 PLA N 1'-Opp VTR 1/2 64 UbZ) HB PHOTO SENSOR PHOTO SENSOR ELECTRICAL LEGEND CEILING FAN DUCTED FAN FLUORESCENT FIXTURE N CEILING INCANDESCENT opc CEILING PULL CHAIN CEILING RECESSED WALL DUCTED FAN I (� WALL MOUNT INCAND 220 VOLT DUPLEX RECEPTACLE BOTTOM SWITCH DUPLEX WP WEATHERPROOF DUPLEX SPECIAL PURPOSE RECEPTACLE $$ DOUBLE GANG SINGLE POLE 3 TRIPLE POLE DOOR OPENER MAIN ELEC PANEL dO SMOKE DETECTOR SMOKE /CO2 ALARM i� TELEPHONE TV OUTLET CHIME M DOORBELL 120/240V 1 L 3W NEMA 3R 200 AMP 10K A/C ENCLOSED CIRCUIT BREAKER POWER PANEL A O ANEL Co.120/240V 16 3W NEMA 1 METER 150 AMP M.L.O. 40 CIRCUIT FLUSH MOUNT. #12 Cp TO LIGHTS & OUTLETS RUN 1 # 4 THW #10 Cp TO WATER HEATER CU #6 Cp TO RANGE TO 5/8" X 10' I GROUND ROD 9 AND 9 COLD WATER PIPE RUN 3 250 M C M THW A L WITH # 1 #6 THW Cp GROUND IN 2 1/2" CONDUIT. 3-250 MCM THW A.L. NOTE: ALL ELECTRICAL MATERIALS IN 2 1/2" G.R.C. AND CONDUIT INSTALLATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRIC CODE, LOCAL ORDINANCES, AND ELECTRICAL RISER FLORIDA POWER & LIGHT. DIAGHAM N.T.S. Every building for which a permit for new construction is issued on or after 7/1/08 and having a fossil -fuel -burning heater or appliance, a fireplace, or an attached garage shall have an operational carbon monoxide alarm installed within 10 feet of each room used for sleeping purposes. ELECTRICAL .NOTES: I.VI E'1W,ED AIll �A 1AP00,6.. 'K) Btu < 1. PROVIDE ARC FAULT BREAKERS ON ALL 15A OR 20A lw�'�c.�.�� Q 120V CIRCUITS & SMOKE DETECTORS. -. _ , E ' CJ� � 2. ALL RECEPTACLE OUTLETS INSTALLED IN BATHROOMZr# �r GARAGES, KITCHEN COUNTERTOPS, WET BAR SINKS, x m OUTDOORS, SHALL BE GFCI PROTECTED. `fin'' "�'°e> ' • ` twi 3. ALL BATHROOM OUTLETS ARE ON A 20AMP SERVICE.' LO WITH NO OTHER OUTLETS. 4. INTER —SYSTEM BONDING WILL BE INSTALLED AT THE y ' `. s F CD SERVICE EQUIPMEIJT. _.°� :«; p 2 5. 125VOLT, 15 AND 20 AMPERE RECEPTACLES SHAL .' �� ���` N BELISTED TAMPER RESISTANT RECEPTACLES. e: ,??`tr.'P�iA 6. ALL ELECTRICAL WILL COMPLY WITH NEC 2011 & FBC-R 5TH EDITI i z Q W F_ 3 Lli ry 0 W Q z 06 Q z J ry Z Q J Q_ zttz � z U 0 e— — LJ O W � In � O N 7 �) /--\ 0 W U D U DATE: 10-5-15 DRAWN BY: BARBARA SHEET NUMBER 3 OF 3 REVISIONS 3-7-2016 II II II II LANA 10' CEILR II II II II II r_ F�s N co L_ - 1 /2 34 1 /2 34 1/2 34 OBS 25 EGRESS 25 EGRESS 1/2 34 OBS H VAC LAyOU T PLAN SCALE: 1 /4" = 1'--0" lz'S �E O w m W W Lo co Q vl- Lo i ` I ils CDSTA z Q L1_ w I!— U)) ry 0 W Q z OZ5w zo z v) J � IIZ �Q a_ Z44zz z U 0 o_ �0 W 0 nLn ro W ro Ln Q N 0 � mm W U DATE: 10-5-15 DRAWN BY: BARBARA SHEET NUMBER mi �LI co N DESIGN PARAMETERS FOR WIND LOAD o #5 HOOK BAR SPACED COMPLIANCE PER FLOOR PLAN �! 1. BUILDING CATEGORY II z z #5 BARS 12" O.C. AC 2. FLORIDA BUILDING CODE 5TH EDITION (2014) o 3. BUILDING DESIGN IS ENCLOSED COMPRESSOR 4. MEAN ROOF HEIGHT IS 25' #5 BENT BARS @ 12" O.C. W/ 12" HOOK UNIT w FFE 0.00' FLOOR 5. ROOF PITCH 5/12 DEGREES 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 0 0 7. WIDTH OF END ZONE A = 3.2' O 6" ABOVE BASE 8. WIND SPEED IS 170 MPH 3 SECOND GUST U- /� 4" THICK AC PAD FLOOD ELEVATICiN 9. WIND EXPOSURE CLASSIFICATION: C w 21" 10. IMPORTANCE FACTOR = 1.00 11. ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT = 1.00 0 24" 12. COMPONENT & CLADDING ULTIMATE WIND PRESSURE ON ROOF: 4 N to �t Lo co __(3) #5 BARS CONTINUOUS ZONE 1 = +14.3/-29.3 PSF ZONE 2 = +14.3/-41.2 PSF L t ZONE 3 = +14.3/-65.1 PSF 3' COMPRESSOR UNIT ELEVATION DETAIL 13. COMPONENT &CLADDING NOMINAL WIND PRESSURE ON WALL: ON � " = 1'-0" c0 r7 ZONE 4 = +31.9/-34.8 PSF (o I 0 24SCALE: 1/2" ZONE 5 = +31.9i- 41.7 PSF r7 CV U) 14. COMPONENT & CLADDING WIND PRESSURE ON SOFFITS: ZONE 2= +28.0/-28.0 PSF J J O N SECTION 'A'- 'A' 15, ZONE 3 = +33.0/-33.0 PSF LOADS: FLOOR 40 PSF SCALE: 3/4" -- 1'-0" ROOF/DEAD 20 ?SF WW ROOF/LIVE 20 P5F Q WALL 18 PSF g 16. SHEAR WALLS WERE CONSIDERED 5 17. A CONTINUOUS LOAD PATH WAS PROVIDED 18. COMPONENT & CLADDING DETAILED #5 BARS 12" O.C. BOTH WAYS TYPICAL INTERIOR GRADE BEAM G2 / 19. SEE SOILS REPORT FROM KSM ENGINEERING AND TESTING INC. FOR SOIL BEARING PRESSURE 'o N E (KSM PROJECT # 141875-b) U_ 0 t`) U (n I I o n 7 FIN. FLR. _ +0.0' W N N W Z 74'-8" ------ - (9 ►� r — Z �� O N • W r 65'-8" _ 3 #5 BARS CONTINUOUS -- — - ----- O w v Z u- 0 ( ) 40'-8" 3 — 22 - -- - • J O -- -- - D —2'— Z n Z �o SECTION B - 'B' U) J 0) SCALE: 1/2" 1'-0" 1 13'-4„ 13' oe 11'-6" 14'-4° O #5 HOOK BAR SPACED I W � O 2 � U PER FLOOR FLAN H�BB 0 Z Q w #5 BARS 12 O.C. BOTH WAYS FOR GARAGE _ p U - O FIN. FLR. _ +0.0 : —#4 CONTINOUS \ 2 -8 • W 0 o cD ---------------- r------------- -- ---�--——— — - — — —— — — ——j— — — — — — — - — — — —�—— — — — — ——— — — — — — J ; N W to \ 25'-4" 101 - — 1 D oQ m o D o (3) #5 BARS CONTINUOUS I I® I L I � I I 11'-1" � � LL_ I I 41�\ TYPICAL EXTERIOR GRADE BEAM G1 I I I I J Q U �—r o SECTION 'C'- 'C' - SCALE: 1/2" - V-0 SLOPE DON 2 1/2" 16' -------- - — - --- - --- - n O.C. BOTH �— -----I L— — — -- —— — — — —I L--------.—T----- x-- -: ;f- --- I Lrn #5 BARS 12 WAYS - - - ��:_ �/ 1�z„ I h-� FIN. FLR. _ -0'-5 • I I I I i I i I I I I I I I FIN. FLR. _-0'-4'" I � I N SLOPE DOWN 1" E (3) #5 BARS CONTINUOUS �' r`'`� ------ ---- --- ---- - - - - - - - - - - - - -J F - I FIN. FLR. _ -0'-4" 2'-8 2' 40 13'-6" L_ FIN. FLR. 0 SECTION 'D'-'D' SCALE: 1/2" I I I #5 BARS 12" O.C. BOTH WAYS 7„ -i)- FIN, FLR. = +0.0' z„ N (3) #5 BARS CONTINUOUS ' 8„ 24" SECTION 'E' - 'E' ADD #5 "T' BARS —@ 12" D.C. c .I 7„ SCALE: 1/2" = i'-0" 2'- 2' 2%4" TYPICAL "Z►► REBAR DETAIL SCALE : 1/2" = 1'-0„ I I L TERMITE TE 1i MIN` ` rl'E IR I i I 5'-4" I I I I t I t I I LL.! I I I _ - -- ---- --- - --- -- - [-a W -- - - -- -- - _- - ---- -- --- 3'-4" ----- --- I I V) aa� `INN o I i W W Q U Z Ld u w j-y B Fo_� jo6'-8" W 0- o F-1 I It 16- 0 I t I i i I I d' W Q p I4 SHOWER REC;ES$ L - --- -- - ----- -------------II L----------- �- - -- -�--- ---- --_I �- L___ H u rrrrrrrr;,� L�J ` \N f , 13' 13'-4" 13' 11'-6„ 11' j - 9'-6" _ -� - -- -- -- ©, ir�AfosBy iJ •AV �22-W 71'-4" Lo, 3'-4" SHEET FOUNDATION PLAN TO THE BEST OF MY KNOWLEDGE, si SCALE: 1/4" = 1'-0° THIS STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH OF 2 THE 2014 FLORIDA BUILDING CODE. 15-366 IN im APR i6o3-d3�`� ANCHOR SCHEDULE tw UrnuFFr FRONDED NOTE: RANDY L. MOSSY, P.E. LLC SPECIFIES FASTENERS THAT SUPPLY UPLIFT, LOAD, & SHEAR REQUIREMENTS. ANY SPECIFIED FASTENERS. NOT ALL FASTENERS RANDY L. MOSBY, P.E. LLC BEFORE SUBSTITUTINGW FASTENNG NOTES 2x) DENOTES NUMBER OF FASTENERS REQUIRED @ A SPECIFIC BEARING LOCATION. PLEASE CONSULT LISTED ARE REQUIRED. SPECIFIED EXPANSION ANCHOR BOLT OPTION SY FINE 805 (5) 10d X 1 1/2" NAILS / EMBEDDED 4" INTO CONCRETE META16 - 1450 7 10d X 1 1/2"NAILS / EMBEDDED 4" INTO CONCRETE META16 1810 9 10d X 1 1 2" NAIL EMBEDDED 4" INTO CONCRETE HETA16 (2) HETA16 2035 SINGLE TRUSS 10 10d X 1 1 2" EMBEDDED 4" INTO CONCRETE DOUBLE TRUSS 12 16d NAILS EMBEDDED 4" INTO CONCRETE (2) HETA16 X 2500 HILTI xr11KBOLTS US ANCHOR sL11PSON RArrL-STUD REDHEAD ANCHOR DEPTH LBS SIZE EMBEDDED UPLIFT Ii2 " 8„ 0 518" s" 3200 MGT 3330 6485 535 3965 10980 600 (22) 10d NAILS W/ 5/8" ALL -THREAD ROD EPDXIED 6" MIN. INTO CONCRETE 16 10d NAIL W/(2) 3/4' ALL -THREAD ROD EPDXIED 8" MIN. INTO CONCRETE ( ) (10) 8dX 1 1/2" NAILS (HALF OF NAILS PER MEMBER) 14 10d X 1 1/2" NAILS HALF OF NAILS PER MEMBER (24 ) 10d X 1 1/2" NAILS (HALF OF NAILS PER MEMBER) - 14 10d NAILS HALF OF NAILS PER MEMBER (8) 1/4" X 2 1/2" SDS SCREWS TO TRUSS W/ (8) 3/8" X 4" TITEN HD IN WALL HGT-2 H2.5A MTS16 HTS20 860 1245 1000 1450 LSTA18 1110 LGUM210-2-SDS HDU4-SDS2.5 3285 3575 4565 (10) SDS 1/4" X 2 1/2" SDS SCREWS W/ 5/8" ALL -THREAD ROD EPDXIED 7" „ (12) 10d X 1 1/2 NAILS (HALF OF NAILS PER MEMBER) (2) 3/4" ANCHORS IN WALL EMBED 6" IN MASONRY WALL W/ (16) 16d NAILS 40 314" s" 00 DRILL HOLE AND DCLEAN RILLH LEANH BLOrroUTBULB COMPLETEHOL.E SPH4 / SPH6 1170 1360 4785 UMH458 MSTA24 1455 1640 18 10d NAILS W /HALF OF NAILS PER MEMBER; ( ) -" PREPAnATroNTV/ H16 1265 1470 NAILS X - USE OF NYLON BRUSH (DO NOT H 10A 1015 1140 AI USE WIRE Bnusa 1560 1810 PLACE 1- H10 ON EACH SIDE OF TOP PLATES EXPANSION ANCHOR (2) H10A 2580 3000 (18) 10d NAILS W/ 5/8" ALL -THREAD ROD EPDXIED 7" MIN. HTT4 2215 3075 5/8 ANCHOR W/ (6) 1/4" X 2 1/2" SDS BOLTS SHALL HDU2-SDS2.5 HUS26 1335 1550 4230 14) 16d NAILS TO LEDGER W/(6) 16d NAILS IN TRUSS (24) SDS 1/4" X 2 112" SDS SCREWS W/ (8) 5/8" X 5" TITEN HD NOT REPLACE EPDXIED HGUM5.25-SDS 4305 5980 (20) SDS 1/4" X 2 1/2" W/ 5/8" EPDXIED 8" INTO CONCRETE ANCHORS HDU8-SDS2.5 3555 4940 2-PLY (16) SDS 1/4" X 3" W/ 5/8" EPDXIED 8" IP BEAM VGT VTCR 320 370 SUPPORTING TRUSS 4-10d NAILS W/ 3-10d X 1 1/2" ON VALLEY TRUSS STRAP AND TIEDOWN SCHEDULE 2X) DENOTES NUMBER OF FASTENERS REQUIRED AT A SPECIFIC BEARING LOCATION. UPLIFT FORCES SUPPLIED BY THEIR MANUFACTURER OF THE PRE-ENGINEERED TRUSSES RANDY L. MOSBY, P.E. LLC MUST BE NOTIFIED IF FINAL TRUSS ENGINEERING UPLIFTS VARY FROM THIS SHEET. CONTRACTOR SHALL VERIFY ALL BEARING FOOTER LOCATIONS WITH FONAL TRUSS ENGINEERING LAYOUT. FROM MVIMJFACTiJR� TRUSS CONNECTION FRAME BEARING WALL FASTS E S TRU9,S NFORMATION TOP PLATE TO BOTTOM PLATE CONNECTIONS WALL ANCHOR CONNECTIONS TRUSS IDENTIFICATION BEARING JOINT UPLIFT REQUIRED TRUSS TO TRUSS BY TRUSS MANUFACTURER TRUSS TO MASONRY BOND BEAM TRUSS TO WOOD FRAMING TOP PLATE TO STUD CONNECTION SPACING MAXIMUM, O.C. STUD TO BOTTOM PLATE BOTTOM PLATE TO FOUNDATION ANCHOR SPACING MAXIMUM O. . A01 2 10 1058/ 1058 META16 NSA A02 2 11 1058/1058 META16 A03 A04 A05 A06 2 11 1058/1058 META16 2 11 1043/1048 META16 2 9 1047/1049 META16 2 12 1040/ 1048 META16 A07 2 12 1040/1049 META16 A08 2 11 1043/1045 META16 A09 2 11 1058/1058 META16 A10 2 11 1058/1058 META16 All Al2 2 11 1054/ 1048 META16 �— 2 12 1059/1043 META16 A13 2 12 1060/1042 META16 A14 A15G 2,21, 9,20, 5,1 <<534 META16 - 24" O.C. 2 463 META16 - — NG TO BOTT �i i CORD OF TRUSS SISTERED W/ 12d NAILS @ 8" O.C. STAGGERED NOTE: THE VGT ON TRUSS 'A15G' MAY BE REPLACED W/ A SIMPSON HTT4 W/ A 2X6 PT X 3' LONG SISTERED TO VERTICAL TRUSS MEMBER W/ 16d NAILS @ „" O.C. STAGGERED 22 3549 ETA16- & VGT ADD 2X6 PT X 5 15 1849 (2) HTS20 1 7 432/644 META16 - HUS26 B01 1 8 438/638 META16 - HUS26 B02 2 8 1346/1345 META16 - HUS26 B03G 5 2 250/479 META16 - HUS26 col HUS26 CO2 2 4 326/326 META16 - HUS26 CO3G 2 7 1134/1134 META16 DO1 1 3 145/145 META16 - D02 2 4 186/186 META16 - HIP CORNERS <400 META16 — H2.5A 1 JACKS <650 META16 - MTC TRUSS BEARING 2- 2X12 PT BEAMS _--off -- 0 SIMPSON HUC410 W/ (18) 1/4" X 2 3/4" TAPCONS TO WALL & (10) 10d NAILS TO BEAM BLOCK WALL 2- HETA16 3 #5 BARS IN FILLED COLUMN 12 COLUMN BLOCK COLUMN 3 #5 DOWELS PER COLUMN T w kft a Ir MN —_--l--fI f ` - - - ° - ^T = T, - -I-1 -T T_ — REAR PORCH DETAIL El FLASHING -- - 2X6 PT ATTACHED TO MASONRY WALL 2X6 SPRUCE @ 24" O.C. W/ 3/16" X 3" TAPCONS, 18" O.C. FRAMED CRICKET ATTACHED TO 2X6 PT W'/ H2,5A —� - DOUBLE BOND BEAM W/ SIMPSON 'VTCR' % #5 BAR EACH COURSE 5/8" CDX \ rT 71 �• -- 1 COURSE U BLOCK W/ #5 BAR IN FILLED CELLS 2-2X12 PT LEDGEBOARD 6' LONG W/ 8" X 1/2" DIA. J-BOLT OR SIMPSON STRONG -TIE TITEN HD 1/2" x 8" (= WITH 5" EMBEDMENT @ 24" O.C. TRUSSES @ STAGGERED 2 1/4" FROM EDGES 24" O.C. & 8" FROM ENDS - SIMPSON HUS26 HANGER @ TRUSS TYPICAL LEDGER/ CRICKET DETAIL SCALE: 1/2" = V-0" / BRUSH CONCRETE SURFACE ° 4 4 ° CONCRETE Q D 71 DRILL 1/8" LARGER HOLE THAN ALL THREAD ROD OR REBAR. CLEAN OUT WITH BLOWOUT BULB, COMPLETE 1 HOLE PREPARATION WITH USE OF A NYLON BRUSH (DO NOT USE WIRE BRUSH EPDXY TUBE CONCRETE SURFACE ° 4 4 4 EPDXY° ° CONCRETE 4 v PRIOR TO INJECTION, DISCHARGE APPROXIMATELY ONE FLUID OUNCE OF EPDXY. EPDXY MUST BE UNIFORM IN 2()COLOR.INSERT THE NOZZLE INTO THE END OF THE HOLE AND FILL THE HOLE TO 1/2 THE HOLE DEPTH. EMBEDDED BOLT OR REBAR CONCRETE SURFACE 4 ° � 6" MIN. ° Hi ° CONCRETE v INSERT ALLTHREAD ROD OR REBAR SLOWLY BY HAND INTO THE HOLE TO THE END USING A SLOW TWISTING 3 MOTION, HARDENING WILL BEGIN IN 7 MINUTES AT ROOM TEMPERATURE. IMPORTANT DO NOT LOAD FOR 3 EPDXY INSTALLATION PROCE'DURE'S A MAXIMUM OF A 1-1/2" FILLER MAY BE USED BETWEEN THE STRAP AND THE TRUSS WITH COMMON NAILS IF THE DISTANCE BETWEEN THE STRAP & TRUSS IS GREATER THAN 1/2" OR LESS THAN 1-1/2". THIS ELIMINATES THE SLACK IN THE STRAP TO TRUSS CONNECTION. _ PRE-ENGINEERED TRUSSES /ROOF SHEATHING REPLACEMENT TRUSS / ANCHOR USE A SIMPSON MTSM20 STRAP WHEN THE EMBEDDED STRAP IS MISSED OR FURTHER THAN 1-1/2" FROM THE TRUSS. USE (4) 1/4" X 2 1/4" (SIMPSON) TITEN OR TAPCON SCREWS (MASONRY WALL) & (8) 10d X 1 1/2" NAILS (TRUSS) FOR UP TO 1045 LBS OF UPLIFT. FOR HIGHER UPLIFT CONNECTIONS CONSULT THE ENGINEER. MISSED STRAP CONNECTION SCALE: N.T.S. 1. DUPONT TYVEK FLUID (BRUSH FORMULATION) SHALL BE APPLIED TO THE MASONRY OPENING & THE BACK OF EACH BUCK PRIOR TO INSTALLATION. DO NOT APPLY FLUID TO EXTERIOR AREA TO HAVE: S'i UCCO. FILL ALL CORNERS W/ FLASHING OR DUPONT SEALANT FOR TYVEK FLUID APPLIED SYSTEM, 2, WINDOW BUCKS ARE TO BE 2X4 OR 2X6, #2 S.Y. PINE, PRESSURE TREATED TO 2.5CCA. BUCKS ARE TO BE FULLY BONDED TO MASONRY WITH SIKA lA CONSTRUCTION ADHESIVE, FOR DOUBLE BUCK INS i ALIATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. 3, FASTENERS ARE TO BE 1/4" O TAPCONS WITH MINIMUM PENETRATION OF 1 3/4" INTO MASONRY. USE STAGGERED SPACING OF TAPCONS EQUAL TO, OR LESS THAN REQUIRED FASTENERS SPECIFIED BY MANUFACTURER FOR FRAME TO BUCK INSTALLATION. 4, BUCKS TO BE FASTENED HORIZONTALLY AND VERTICALLY TO CONCRETE BEAMS AND COLUMNS OR GROUTED MASONRY. CONTRACTOR TO COORDINATE OPENING DIMENSIONS. WHERE Y4" P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO CONRCETE OR MASONRY WITH %4" O TAPCONS OF SUFFICIENT LENGTH TO ALLOW FOR 1J/4" EMBEDMENT AT SPACING SPECIFIED BY N.O.A, DOOR BUCK INSTALLATION SAME AS WINDOW WITHOUT SILL. 6; — 6� 116`"" BUCK @ MASONRY OPENINGS MAX WINDOWS 4- 2" X 4" P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH 3/16" WINDOW"V DIA. X 3 3/4" TAPCONS AT 12" O.C. ON THE SIDES AND ON THE TOP OF THE OPENING. OPENING DOOR 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 12" O.C. PENETRATING 1 1/2" MIN, IN MASONRY OPENING IN INTO THE MASONRY WALL WAI—L MASONRY WALL BUCK ATTACHMENT OPTION (WINDOWS) 3/16" TAPCONS INTO + PRE -MANUFACTURED HOLE PENETRATING INTO THE MASONRY WALL 1 1/2' MIN. 7+ w2ic e DOORS - 2X DOOR BUCKS SHALL BE ATTACHED WITH 3/16" TAPCON ANCHORS @ 16" O.C. PENETRATING 1 1/2" MIN. INTO THE MASONRY WALL 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 16" O.C. PENETRATING 1 1/2" MIN, INTO THE MASONRY WALL BUCK ATTACHMENT OPTION MASONRY WINDOW/DOOR BUCK ATTACHMENT (DOORS) THROUGH THE DOOR JAMB INTO SCALE: N.T.S. THE MASONRY WALL W/ 3/16" DIA. TAPCONS PENETRATING 1 1/2" MIN. INTO THE MASONRY *NOTE: DOORS & WINDOWS SHALL BE INSTALLED PER MANUFACTURERS WALL SPECIFICATIONS TO WITHSTAND THE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). WHERE 410 MEETS RIDGE BETWEEN TRUSSES, INSTALL ACCEPTHIP CATS (2 X 1 2 XB12CRID 0 MATCH MAY NEE Q SO I HIP CAT SHALL BE�� I CONTIN UUS TO RIDGE I I T HIP GIRO I I � TRUSS I I I l I � I � I _- 2"X4" CONTINUOUS BLOCKING REQUIRED NAIL END OF JACK TRUSSES W/ 4' UP FROM ROOF EDGE, NAILED W/ 2-16d 0 EACH END. 1ST SHEETS FRON TOP CHORD 3- #16 COMMON BOTTOM CHORD 3-#16 COMMON EDGES SHALL BE FULL 4'X 8' SHEETS. ROOF SHEATHING NAILED 0 3"O.C. ON SUBFASCIA AND AT 4" O,C. ON THE REMAINING EDGES.(BLOCKING MAY BE INSTALLED ON THE FLAT OR ON EDGE. JACK TRUSS CONNECTION @ HIP AND GIRDER TRUSSES ROOFING OVER ON 5/8" CDX PLYWOOD 10d RINGSHANK NAILS @ 4" METAL DRIP EDGE GABLE END T HIP TRUSSES WALL SUPPORT NAIL HIP JACK TRUSSES W/ TOP CHORD 2- #10 COMMON BOTTOM CHORD -#10 COMMON SUB -FASCIA BOARD ROOF SHEATHING TO BE CARRIED OVER 2 SPANS MINIMUM #16d NAIL HAS A MAXIMUM LATERAL RESISTANCE OF 108 lbs. TYPICAL GABLE SOFFIT DETAIL SCALE: 2" = V 2X2 OR 4 ATTACHED TO EACH TRUSSES W/ (2) 16d NAILS OR #10 X 3" SCREWS METAL DRIP EDGE ALUMINUM FASCIA ON 2X4 SUB -FASCIA 2X2 OR 4 ATTACHED TO VERTICAL MEMEBERS W/ #10 X 3" SCREWS 2X2 OR 4 ATTACHED TO EACH TRUSSES W/ (2) 16d NAILS OR #10 X 3" SCREWS \ METAL DRIP EDGE ALUMINUM FASCIA------ - ON 2X4 SUB -FASCIA 2X2 OR 4 ATTACHED TO VERTICAL UCE 2X2 PT NAILED W/ 12d CASE HARD NAILS @ 12" O.C. TO MASONRY WALL 1 1 12" OR 16" WIDE 4" OR 6" GROOVED/ VENTED ALUM. SOFFIT .019 ga. OR VINYL .046" ga, ATTACHED W/ (1) 1Y4" ALUM ROOFING NAIL ' OR (1) #10 X 1" PANCAKE HEAD SCREW PER INTERSECTION @ NAILER 2X2 PT NAILED W/ 12d NAILS @ 16" O.C. TO FRAMED WALL WRAPPED PORCH BEAT i MEMEBERS W/ #10 X 3" SCREWS 12" OR 16" WIDE 4" OR 6" GROOVED/ VENTED ALUM. SOFFIT .019 ga. OR VINYL .046" ga, ATTACHED W/ (1) 1 Y4" ALUM ROOFING NAIL OR (1) #10 X 1" PANCAKE 24" SOFFIT DETAILS HEAD SCREW PER INTERSECTION @ SCALE: M" = 1' NAILER EN N 'VTCR' FASTENERS EACH TRUSS INTERSECTION IF ROOF SHEATHING IS NOT INSTALLED UNDER VALLEY FRAMING THE TOP CORDS OF THE TRUSSES SHALL hE BRACED W/ 2"x4" PURLINS @ 2' O.C. FASTEN 2x4'S TO THE BOTTOM SIDE OF THE TOP CORDS W/ 2-16d NAILS @ EACH TRUSS. (ONLY REQUIRED UNDER VALLEY FRAMING) VALLEY TRUSS FASTENING DETAIL 1/2" J-BOLTS OR: HILTI KBII 12-512 KWIKBOLTS, U.S. ANCHOR W1254, RAWL-STUD 7424 W/2" DIA. X 1/8" WASHERS INSIDE WALL OF GARAGE 2"X6" P.T. ON ROUGH OPENING (4) 1/2" BOLTS REQUIRED REFER TO GARAGE DOOR MANUFACTURER FOR BOLT SPACING TOP CORD OF TRUSS /D I/ i A a a ea e e OVERHEAD GARAGE DOOR BUCK CONNECTION ON MASONRY DETAIL <JII-INIMIItItnI- (O O Z 0O cV M N V) _3X_3► Of J Of 04 Q NtE 0) to U "t_ EY r tooE W W NN� Z -, o �N c� Z N W v0 t W LLOn IL W v Z l�. U p, J O V) n Z �O U ) J Q r 1 CA W° 0 o i .o OU Ld 5 _T 5; V Z W 00 J < W rN O Q U mo v O > U-2 J Z U > ow I U Z m )L TRUSSES @ 24"O.C, 4 /-1X3 FURRING @ 16" O.C. j ATTACHED TO TRUSSES W/ 2-8d NAILS (ADD o BLOCKING 2'O.C. AS O NEEDED) 12" OR 16" WIDE 4" OR 6" GROOVED/ H VENTED ALUM. SOFFIT .019 ga. OR WRAPPED VINYL .046" ga. ATTACHED W/ (1) E"{ PORCH BEAM 1Y4" ALUM ROOFING NAIL OR (1) #10 X 1" PANCAKE HEAD SCREW PER INTERSECTION @ NAILER PORCH CEILING DETAIL A SCALE: 3/4" = 1' � 4 z Q 0W��.o ATTACH SHEATHING @ 3" O.C. �..� FIRST 3 TRUSSES �n �{ L [.-� 0 W ROOF TRUSSES Q W W o 2 X 4 DIAGONAL f i vJ w BRACING@ 4'O.C, 1/2" CDX PLYWOOD W/ NAILED TO EACH 8d NAILS @ 4" O.C. Y w 0 � TRUSS W/ 2-16d. v1 C� 2"X4" BLOCKING @ 4'O.C. 7 Q NAILED TO EACH TRUSS W/2-16D W w J EXTEND BACK 8' 2"X4" RATRUN FOR � y',r+^` N's'� • .1rf� DIAGONAL BRACING O EXTENDING BACK 8' TRUSS ANCyy,QR. SEE SCHEDUUE FRONT GABLE END BRACING tIIN- Y SHEET ssi TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND �] HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE OF 2 2014 FLORIDA BUILDING CODE. 16-1 2 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE FIFTH EDITION OF THE (2014) FLORIDA BUILDING CODE, ACI318-05, NCMA, NATIONAL FOREST PRODUCT ASSOC., NDS, TPI-95, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. 3. TRUSS MANUFACTURER SHALL SUBMIT SHOP DRAWINGS FOR BUILDERS APPROVAL. THESE DRAWINGS SHALL BE SEALED BY A FLORIDA REGISTERED ENGINEER AND REVIEWED BY THE ENGINEER OF RECORD. THE ENGINEER OF RECORD RESERVES THE RIGHT TO MAKE ANY NECESSARY CHANGES TO THE LAYOUT AND OR DESIGN OF SAID DRAWINGS, AND SHALL NOTIFY THE TRUSS MANUFACTURER/ TRUSS ENGINEER OF SAID CHANGES WITHIN 1 WEEK OF RECEIVING THE SUBMITTED SHOP DRAWINGS. 4. ALL WORK SHALL COMPLY WITH ALL LOCAL AND REGIONAL ORDINANCES DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 1. BUILDING CATEGORY II 2. FLORIDA BUILDING CODE 5TH EDITION (2014) 3. BUILDING DESIGN IS ENCLOSED 4. MEAN ROOF HEIGHT IS 15' 5. ROOF PITCH 6/12 DEGREES 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 7. WIDTH OF END ZONE A = 3.2' 8. WIND SPEED IS 160 MPH 3 SECOND GUST 9. WIND EXPOSURE CLASSIFICATION: D 10. IMPORTANCE FACTOR = 1.00 11, ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT = 1.00 a O 12. COMPONENT & CLADDING ULTIMATE WIND PRESSURE ON ROOF: p 13. ZONE 1 = +14.3/-29.3 PSF 14. ZONE 2 = +14.3/-41.2 PSF o� 3 U 3 15. ZONE 3 = +14.3/-65.1 PSF 16. COMPONENT & CLADDING NOMINAL WIND PRESSURE ON WALL: QQ T q) 17. ZONE 4 = +38.8/-42.3 PSF 18. ZONE 5 = +38.8/-50.7 PSF 19. COMPONENT & CLADDING WIND PRESSURE ON SOFFITS: 20. ZONE 2 = +28.0/-28.0 PSF 2Q jQ 0 (] 12Q 21. ZONE 3 = +33.0/-33.0 PSF C] G 22. LOADS: I 0 ® 0 23. FLOOR 40 PSF / 24. ROOF/DEAD 17 PSF Iz 25. ROOF/LIVE 20 PSF O 26, WALL 70 PSF o� 3 3 /4 O LLS WERE CONSIDERED 27. SHEAR WA 28. A CONTINUOUS LOAD PATH WAS PROVIDED I ja29. COMPONENT & CLADDING DETAILED WALL WIND DESIGN ZONES 30. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF PRESUMPTIVE 31. THE REQUIRED DENSITY/ COMPACTION SHALL BE A MINIMUM OF 95% PROCTOR SCALE: NTS CONCRETE NOTES 1. ENGINEER OF RECORD MUST BE NOTIFIED WITHIN 48 HOURS OF PLACING CONCRETE. 2. CONCRETE WORK SHALL BE IN ACCORDANCE WITH THE LATEST EDITIONS OF ACI 301 "SPECIFICATION FOR STRUCTURAL CONCRETE FOR BUILDINGS" AND ACI 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE. 3. STRUCTURAL CONCRETE SHALL CONFORM TO THE REQUIREMENTS OF ACI 301 AND SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH IN 28 DAYS OF 3000 PSF. UNLESS NOTED OTHERWISE. 4. CONCRETE, WHEN PLACED, SHALL HAVE A SLUMP OF 4 INC✓HES PLUS OR MINUS ONE INCf . 5. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GAP.AGES.HOLES IN VAPOR BARRIER ARE NOT PERMITTED. TAPE AROUND ALL SEAMS AND CUT-OUTS. 6. ALL REINFORCING SHALL CONFORM TO ASTM A615 FOR GRADE 60 STEEL/WELDED WIRE MESH TO CONFORM TO ASTM A-185. 6.1. PROVIDE CHAIRS & BOLSTERS 6.2. ENSURE MESH IS EMBEDDED 1" FROM THE TOP OF THE SLAB. LAP JOINTS AT 8" &TIE. 7. WELDED WIRE FABRIC SHALL BE IN ACCORDANCE WITH ASTM A185 AND SHALL BE ADEQUATELY SUPPORTED @ 3'-0" O.C. EACH WAY 8. THE MINIMUM CONCRETE COVERAGE SHALL BE AS FOLLOWS: CAST AGAINST EARTH: 3" EXPOSED TO EXTERIOR ELEMENTS: 1" FORMED SURFACES: 1" 9. CONSTRUCTION JOINTS DESIGN AND LOCATION SHALL CONFORM STRICTLY TO THE REQUIREMENTS OF THE PLANS AND SPECIFICATIONS. ANY CONSTRUCTION OR CONTROL DESIRED OR PREFERRED BY THE CONTRACTOR `)HALL BE APPROVED BY THE ENGINEER PRIOR TO CONSTRUCTION OF THOSE AREAS INVOLVED. 10. CHECK ALL DRAWINGS AND APPLICABLE MANUFACTURE'S SHOP DRAWINGS FOR LOCATION OF ALL EMBEDDED ITEMS, SUCH AS PIPE SLEEVES, ANCHOR BOLTS, ETC. PRIOR TO PLACING CONCRETE. 11. REINFORCEMENT FOR CONTINUOUS FOOTINGS SHALL BE CONTINUOUS AND SPLICED WITH A FULL 30 INCH LAP. PROVIDE CORNER BARS 12. CONTRACTOR SHALL PROVIDE SAWCUTS IN SLAB @ A MAX. SPACING OF 20 FEET ON CENTER EACH WAY OR 400 S.F. AND AT ALL RE-ENTRANT CORNERS. SAW CUT SHALL BE 1/4 OF THE SLAB DEPTH AND SHALL BE PERFORMED AS SOON AS THE CONCRETE HAS HARDENED SUFFICIENTLY ENOUGH TO PREVENT THE AGGREGATE FROM 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). 13. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. 14. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC.) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 15. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS, 16. SOILS SHALL BE TREATED: CONCRETE MASONRY NOTES 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY, 1.1. MIN. PRISM STRENGTH OF 1500 PSI W/ 3/8" MORTAR JOINTS. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE"DUR-0-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.) 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS 6. ALL CONCRETE MASONRY CONSTRUCTION SHALL CONFORM WITH ACI 530.1-05/ASCE 7-05/TMS 602-05, SPECIFICATION FOR CONCRETE MASONRY STRUCTURES AND ACI 530-05/ASCE 7-05/TMS 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES. ALL CONCRETE MASONRY UNITS SHALL COMPLY WITH ASTM C-90 WITH TYPE M OR S MORTAR COMPLYING TO ASTM C-270. MASONRY UNITS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI ON THE NET AREA, 7. ALL 8 EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT CENTER OF GROUTED CELL. PROVIDE 9 GA. -TRUSS TYPE HORIZONTAL JOINT REINFORCING AT 16" O.C. (EVERY OTHER COURSE) IN ALL WALLS. PROVIDE ADDITIONAL REINFORCING ON EACH SIDE OF OPENING GREATER THAN 24" WIDE & AT CORNERS & INTER- SECTIONS OF WALLS. CARE SHALL BE TAKEN DURING THE CMU WALL ERECTION TO ENSURE THAT CELLS TO BE GROUTED LINE UP PROPERLY, PROVIDING A MINIMUM CLEAR AREA OF 10 SQUARE INCHES & MIN. CLEAR DIM. OF 3" PROVIDE SAW -CUT CLEAN -OUT HOLE IN BOTTOM COURSE & REMOVE MORTAR DROPPINGS FROM CELLS AT END OF EACH DAY. PROVIDE FOOTING DOWELS TO MATCH WALL REINFORCING SIZE & SPACING. LAP SPLICE REINFORCING 48 BAR DIA. (OR AS SHOWN ON PLANS) &•TERMINATE REINFORCING WITH STANDARD ACI HOOKS TO PROVIDE CONTINUOUS REINFORCING FROM FOOTING TO UPPERMOST TIEBEAMS. TIE VERTICAL REINFORCING TO INSURE PLACEMENT IS IN CENTER OF WALL. 7.1. WHERE 2 VERTICAL BARS ARE SHOWN IN 1 CELL, INSTALL 1 BAR ON THE INTERIOR FACE OF THE WALL & 1 BAR ON THE EXTERIOR FACE OF THE WALL, 2" FROM THE EXPOSED FACE OF THE BLOCK. S. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOIST BEARING. 8.1. BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND BOTTOM (UNLESS OTHERWISE NOTED). 8.2. H-BLOCK TIE BEAM STEEL TO STOP 8" FROM CORNERS WITH (1) #5 CORNER BAR (OR 1 #7) TOP & BOTTOM 32" MIN. LAP. 9. VERTICAL REINFORCEMENT STEEL TO HAVE A.1/2" MIN. CLEARANCE FROM MASONRY. 10. GROUTED CELLS SHALL NOT EXCEED A 12' CONTINUOUS POUR. 11. PROVIDE "CAST-CRETE" (OR APPROVED EQUAL) PRECAST CONCRETE LINTELS AT ALL MASONRY OPENINGS, UNLESS NOTED OTHERWISE. 12. SHORING TO REMAIN 28 DAYS AFTER POURING CONCRETE UNLESS CONCRETE IS TESTED AT 7 DAYS AND APPROVED BY ENGINEER 13, ANY EPDXY SHOWN SHALL BE EITHER HILTI HIT RE 500 WITH"HAS-E" THREADED RODS FOR MASONRY OR SIMPSON XP22 WITH THREADED ROD. 13.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION. 'OOF FOUNDATION NOTES 0 1.. SOIL TO BE COMPACTED TO AT LEAST 95% OF MAX. DRY DENSITY AS DETERMINED BY ASTM - 1557 (MODIFIED PROCTOR). 2. FOUNDATIONS ARE DESIGNED BASED ON PRESUMPTIVE SAFE MINIMUM SOIL BEARING PRESSURE OF 2000 PSF. 3. FOOTINGS SHALL BE PLACED ON COMPACTED SOIL FREE OF ORGANIC DEBRIS. WINDOWS & DOORS NOTES 1. WINDOWS, DOOR, SHUTTERS, AND ALL COMPONENTS SHALL BE DESIGNED AND INSTALLED PER THE MINIMUM DESIGN PRESSURES AS PRESCRIBED IN THESE PLANS. 2. ALL EXTERIOR GLAZING SHALL BE IMPACT RESISTANT OR HAVE PROTECTION PER SECTION R301.2.1.2 OF THE 2007 FBC; RESIDENTIAL. PROTECTION SHALL BE DESIGNED FOR THE SAME WIND DESIGN PRESSURES AS THE WINDOWS OR DOORS THEY ARE COVERING. 3. :ALL WINDOWS & DOORS ARE TO BE INSTALLED ON 2X PRESSURE TREATED BUCKS, AND AS PER MANUFACTURERS SPECIFICATIONS UNLESS OTHERWISE NOTED. Q � N V to ROOFING NOTES 0 Z N 0 1. ROOFING MATERIAL SHALL BE ATTACHED PER MANUFACTURERS SPECIFICATIONS TO MEET THE DESIGN CRITERIA PRESCRIBED IN THESE PLANS, V N J N Q TIMBER NOTES i . PRE-ENGINEERED WOOD TRUSSES SHALL BE DESIGNED BY A FLORIDA REGISTERED ENGINEER FOR ALL LOADS PRESCRIBED. ROOF TRUSS ENGINEERING SHOP DRAWINGS SHALL INCLUDE TRUSS LAYOUT, DESIGN LOADS, TRUSS REACTION, (DEAD LOAD & LIVE LOAD AND DEAD LOAD & WIND LOAD), AND ALL OTHER r o INFORMATION REQUIRED FOR PROPER TRUSS INSTALLATION, ERECTION AND BRACING CRITERIA. DESIGN OF ROOF TRUSSES SHALL INCLUDE THE UPLIFT EFFECTS OF WIND LOAD BASED ON THE 2010 EDITION OF THE FLORIDA RESIDENTIAL BUILDING CODE. 1.1.. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE STORED IN ACCORDANCE N E 0 WITH TPI-95. M � 1.2. TRUSS ENGINEER SHALL PROVIDE A WEB MEMBER AT ANY AND ALL PITCH CHANGES OF THE TOP AND BOTTOM CHORD, EXTENDING TO PANEL POINT ON OPPOSITE r 1 V) I IN to b CHORD. MAX. LENGTH OF BOTTOM CHORD SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP w N ° CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. Z Z ^.. v 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP. r, � N 1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6' O.C. MAX. ROOF PLYWOOD j� w vv0 SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD BETWEEN TWO TRUSSES FOR ACCESS. w 1..5. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C EQUIPMENT; ETC.) jTl� Z u- w 0, 1.6. DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2007 FBC R301.5. TRUSSES SUPPORTING MECHANICAL EQUIP. SHALL BE DESIGNED FOR (2) ^ o 100 LB POINT LOADS 3' APART LOCATED ANYWHERE ON THE TOP CHORD. V 1..7. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER MUST SPECIFY ALL TRUSS TO r"' z TRUSS CONNECTIONS. U 1.8. ALL ROOF TRUSSES AND RAFTERS SHALL BE ANCHORED WITH A TRUSS CONNECTOR STRAP AS PER PLAN OR SCHEDULE & A VAPOR BARRIER MUST BE PROVIDED BETWEEN TRUSSES AND CONCRETE. I 2. ROOF SHEATHING SHALL BE A MIN. OF 1/2" CDX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO ROOF FRAMING WITH 10d W M o RING SHANK NAILS 4" O.C. AT PANEL EDGES AND 8" O.C. IN THE FIELD. PROVIDE 2" X 4" BLOCKING AT HIPS AND VALLEYS. SPACE NAILS AT 4" O.C. AT BLOCKING. O 3. WALL SHEATHING TO BE 1/2" CDX SPAN RATED STRUCTURAL PLYWOOD, & NAILED WITH 10d NAILS 4" O.C. AT PANEL EDGES AND 8" O.C. IN THE FIELD. U uj 4. THE MINIMUM LUMBER GRADES SHALL BE AS SUCH: INT. & EXT. BEARING WALLS, TOP PLATES SHALL BE CONSTRUCTION GRADE SPRUCE OR BETTER. HEADERS SHALL BE 2X12 #2 SOUTHERN YELLOW PINE & 2X4 MIN. IN Z MASTER BEDROOM BAY. J WINDOW BUCKS AND BOTTOM PLATES AGAINST CONCRETE SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER 0) M 5. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. 6. 2X4 STUD BEARING WALLS SHALL BE PLACED AT 16" O.C. m 0 7. ;ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON VfIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT j o SPLIT THE WOOD. w V) J ZQ GENERAL NOTES: S. > zm Lo 0 1. VvEATHERING AREA IS NEGLIGIBLE w 2. TERMITE AREA IS VERY HEAVY 3. PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED TERMITICIDES. 4. THE FLOOR OF THE GARAGE SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIA,,L. 5. HEATING IS REQUIRED FOR THIS STRUCTURE. 6. BEDROOMS SHALL HAVE AN EGRESS OPENING OF 5 SQUARE FEET. WINDOWS SHALL HAVE A 24" CLEAR HEIGHT WITH A 20" NET CLEAR WIDTH OR GREATER. MAXIMUM SILL HEIGHT IS 44" FROM FINISH FLOOR. 1 7. ALL EXIST DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING. 8. SMOKE DETECTORS SHALL BE INSTALLED INSIDE AND OUTSIDE OF EACH BEDROOM. FOR MULTIPLE STORY RESIDENCES THE SMOKE DETECTORS SHALL BE INTERCONNECTED. SMOKE DETECTORS SHALL BE HARD WIRED FOR NEW CONSTRUCTION. 9. WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200 AND HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER (� THAN 450. 10. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO EXCEED 450 WHEN TESTED 0 W IN ACCORDANCE WITH ASTM E84. ALL EXPOSED ATTIC INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX (IN ACCORDANCE �J WITH ASTM E 970) NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. 11. A VAPOR RETARDER SHALL BE INSTALLED IN THE WARM WINTER SIDE OF THE INSULATION. SHOULD BLOWN INSULATION BE USED IN THE ATTIC, A VAPOR RETARDER MUST BE USED. 12, ALL WOOD -FRAMING MEMBERS RESTING ON CONCRETE OR MASONRY SHALL BE PRESSURE TREATING WITH FASTENERS OF HOT -DIPPED ZINC COATED GALVANIZED STEEL OR STAINLESS STEEL. PROTECTION FROM DECAY SHALL BE REQUIRED PER FBC R-319.1. 13. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. 14. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. 15. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR OPENING. A 16. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE, Z Z 17. 1"OUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. o 18. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED. d p 19, ALL FRAMED BEARING WALLS SHALL HAVE A MINIMUM OF 2 - 2"X12" #2 SOUTHERN YELLOW PINE HEADERS W/ 3/8"TO ?/2" PLYWOOD BETWEEN. O WrTl 4 20, ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE DESIGN CRITERIA. [�] E) Lv 21. SHUTTERS OR IMPACT GLASS IS REQUIRED FOR PROTECTION OF OPENINGS FOR THIS RESIDENCE PER SECTION R301.2.1.2 OF THE FLORIDA RESIDENTIAL BUILDING ^ 0 CODE. U E O w SHALL USE STUD GRADE LUMBER SPACED AT 16" O.C.. CL 22. INTERIOR NON BEARING FRAMED WALLa �J � H 23. ROOF SHEATHING SHALL BE 5/8" CDX AND HAVE A SPAN RATING OF 16/24 AND NAILED WITH 10D NAILS RING OR SCREW TYPE NAILS (2 1/2" X .131") AT 4" O.C. ON H THE SEAMS AND 6" O.C. IN THE FIELD. 24. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177, C1178, C1278, C1395 A Ei OR C1396 AND SHALL IN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA RESIDENTIAL BUILDING CODE. ADHESIVES H w FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C557. 0 x p 25. CERAMIC TILE SURFACES SHALL BE INSTALLED IN ACCORDANCE WITH ANSI A108.1, A108.4, A108.5, A108.6, A108.11, A118.1, A118.3, A136.1 AND A137.1. WALL TILE SHALL HAVE EITHER CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C1288, C135 OR C1178 AND INSTALLED IN ACCORDANCE a �" Q WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. v W W � 26. ACCESS OPENING SHALL BE A MINUMUN OF 16" X 24" AND SHALL NOT BE UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. t i ti �Z 27. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. \0 28. ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED COMMON NAILS OR BETTER. �� ►-� fµ "`�,, 29. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH. elGENS`" 30. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE`'` No,MANUFACTURER. E. 31. ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTIC FIELD. 0. 32. THERE SHALL BE A SELF CLOSING 20 MINUTE FIRE -RATED BETWEEN THE GARAGE AND THE LIVING AREA. k``�S . OR i 6�iirF*,lr 6K SHEET SS2 TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE OF 2 2014 FLORIDA BUILDING CODE. 18- 32