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HomeMy WebLinkAboutPLANS=LIFE SAFETY WARNING & Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT RE r+ WBRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING, REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI I Spre er Bar'egreesss 4Spn Tag line 11 112 span �. Tag line �Za rof Span p approx. REFER TO BCSI REFER TO BCSI Truss must be set this way if crane is used. Truss must be set this way if crane is used Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way. Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses i are installed. A AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. WARNING The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch Legend / IATTIC STORAGE ,CEILING @ 10' BRIG WALL @ 8' BRIG WALL @ 101 METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. 46-UU-UU ,*::, :V € 2-00-00 1-10-08 2 00 00 it N -00 U � " a _ , 15 07 08 10 09-00 21-07-08 J i ` I / _ :7 ,� co o - 0 0 u, 7-00-00 0 / .� 7-00-00 m �, J V - C o � U , '' i ;i i z V4 , o o o nave I V,, vJ2, '// ', MV4 'pus ." ammwsswma. 7T,fi c� CL6 @�10 / / NIVS €'r 3 dr 0 �o \ a M u \. ATLC o 0 / , \ n STORAGE ,. A ti 1 �.,......... 'FJOUBLE 2X LEDGER CLG S, OTTOM @ 8' HERS - ONNECTIONS BY OT11111.1 Co o 0 J5 - IS 0 0 0 0 ? J3 r 14-00-00 14-00-00 ro 20-00-00 4e-00-00 NOTES: *ALL BEAMS BY OTHERS. *TRUSS TO LEDGER CONNECTION DESIGNED & SUPPLIED BY OTHERS. CORNDER JACKS ARE NOT BEVELED, SEE STANDARD ENGINEERING. 24" O.C. THRU I CORNER JACKS ONLY 24" CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL 4-01 LpN FII-E COpl 12 5 r- e undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority Iermining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery t dersigned agrees that no backcharges will be allowed, In the event such written notice is furnished Chambers Tru all have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers optir er 10 days of delivery remedy will be according to Florida statute 558. 4, The undersigned acknowledges receipt of 'BCSI' summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss h sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss 1 responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss h redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer iponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change rf any changes are made in this layout. A $50 per he for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable pril ,oice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date livery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Tru rsonable attorneys fee for collections in event of payment not timely made, 1-1/2 % per month service charge will ded for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarante yment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and t dersigned agrees to pay such indebtedness including attorney's fees, I default in payment for material be made by t 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred :rein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities onstruction Using Metal Plate Connected Wood Trusses ANSIITPI/WTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. GNE TITLE A spreader bar may be required per "BCSI" to prevent injury & damage. 194m.-, Multiple ply trusses must be fastened together p er engineering before they are set, failure to do so can result in roof collapse. �e®e. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be set lumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce, Florida 34982.6423 800.551.5932 Fort Pierce 772-465.2012 Fax 772.465.8711 Vero Beach 772.569.2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM LOADING/DESIGN CRITERIA REDUCIBLE PER CODE SUCH AS 11604a l DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live -10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15, Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75948 SCALE: 1 /4" = 1 r-011 115 total trusses, 32 unique designs Designer: BLW Reviewed by: _ SCANNED Date: 04/23/19 Revised 09/13/19 BY FOR St. LudeCou* Ghazanfar Saeed DESCRIPTION: 7704 CITRUS PARK / Garage Right Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75948 ,nAll , 4 ELECTRICAL LEGEND 110V RECEPTACLE 110V SWITCHED RECEPTACLE 110V RECEPTACLE ELEVATED 220V CONNECTION OR RECEPTACLE ® SMOKE DETECTOR �B DOOR BELL N PHONE LINE TELEVISION CABLE �- EXHAUST FAN EXHAUST FAN/LIGHT COMBO SENSOR FLOOD LIGHT CEILING LIGHT FIXTURE PENDANT LIGHT/CHANDELI ER s WALL MOUNTED SCONCE MONOPOINT SPOTLIGHT R RECESSED LIGHT FIXTURE WEATHER PROTECTED LIGHT n GLAMOUR MIRROR LIGHTS CEILING FAN CEILING FAN WITH LIGHT PREWIRE FAN W/ LIGHT p ELECTRICAL PANEL Q ELECTRICAL METER $ SWITCH SWITCHING CONNECTION ® FLUORESCENT LIGHT UNDER CAB LIGHTING ❑ GAR. DR. OPENER SWITCH GARAGE DOOR OPENER ELECTRIC NOTES: 1. ALL OUTLETS SHALL BE ARC -FAULT PROTECTED. 2. ALL ELECTRIC SHALL CONFORM TO THE CURRENT NATIONAL ELECTRIC CODE. 3. ELECTRIC METER PER LOCATION OF SERVICE POLE. 4. ATTIC ACCESS SHALL HAVE A SWITCH AND LIGHT. 5. SMOKE DETECTORS SHALL BE CARBON MONOXIDE DETECTORS (PER FLORIDA STATUES 553.885) AND BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND SHALL BE HARD WIRED IN EACH SLEEPING ROOM AND OUTSIDE IN THE HALL OF THE IMMEDIATE VICINITY OF THE BEDROOMS 6. EXTERIOR LIGHTS AND OUTLETS TO BE LOCATED IN FLAT OF EXTERIOR SIDING. EXTERIOR OUTLETS SHALL BE GFI (GROUND FAULT CIRCUIT INTERRUPTER) WITH WEATHER PROOF COVERS (WP). 7. KITCHEN GFI (GROUND FAULT CIRCUIT INTERRUPTER) OUTLETS ABOVE COUNTER SHALL BE LOCATED 44" OFF FINISH FLOOR (OFF). REFRIGERATE OUTLET SHALL BE 48" OFF. 8. PROVIDE 2X4 BLOCKING OR EQUAL SUPPORT IN CEILING LIGHTS IN BEDROOMS & LIVING ROOM. 9. LOCATION OF FIXTURES AND/OR OUTLETS ARE SUGGESTED AND MAY BE ADJUSTED BY OWNER/ BUILDER BUT SHALL REMAIN WITHIN ALL LOCAL AND STATE GUIDE LINES. 10. TELEPHONE AND CABLE TV LOCATIONS ARE NOT SHOWN. 2-4/0 1-2/0 MCM THW AL IN 2" IMC 120/240 10 3W NEMA 311 200 AMP'. IOK AIC ENCLOSED CIRCUIT BREAKER ONLY WHEN EXTERIOR UNIT IS REQ'D. ELSE: 200 AMP. MAIN BREAKER PANEL 120/240 10 3W NEMAI POWER CO. METER FLUOSH MOUNT RUN 1 #4 CU TO 5/6" GROUND RON AND COLD 2-4/0 1-2/0 MCM THW AL. WATER PIPE SERVICE CABLE NOTE: ALL ELECTRICAL MATERIALS AND INSTALATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRIC CODE, LOCAL ORDINANCES, FLORIDA POWER & LIGHT. ELECTRICAL RISER DIAGRAM. (N. S.) METAL ROOF ON PEEL-N-STICK ON 1/2" CDX PLYWOOD 2" X 4" PRE-ENGINEERED WOOD TRUSSES ON 24" CENTERS 5:12 TYPICAL ROOF PITCH R-30 INSULATION IN MAIN ATTIC HURRICANE STRAP @EACH TRUSS METAL DRIP STRIP SX6 HARDI-FASCIA ON 2X4 SUB FASCIA STUCCO W/ CONTINUOUS 12" 7 5/e CEILING 5/8 CEILING VENTED SOFFIT SEE DETAIL BOARD BOARD DOUBLE BOND BEAM W/-' #5 BAR IN EACH COURSE PRE -CAST LINTELS ABOVE DOORS & WINDOWS � 1/2" DRYWALL ON EACH SIDE PRECAST SILL OF WALLS STUCCO 2X4 STUD WALL @ 16" 1/2" DRYWALL ON FURRING ON ON O.C. FURRING STRIPS ON 3/4" R-MATTE PLUS-3 INSULATION ACHIEVES 5.0 THERMAL R-VALUE & 7.77 SYSTEM 6'-8TP R-VALUE 4" CONCRETE SLAB W/6X6 10/10 WWM ON 6 MIL. VAPOR BARRIER ON WELL SINGLE 2X4 PT COMPACTED, TREATED FILL w BOTTOM PLATE SE #5 ROD W/ 10" HOOK IMBED MIN. OF 6" INTO > HARDENED FOOTER. SEE STRUCTURAL ENGINEERING LAYOUT NAILS @ 18" FOR LOCATION AND SPACING. _ O.C. 20" W X 16" D FOOTING W/ 2 #5 REBAR CONT. W/ MIN. 3" COVER (SEE SHEET 2) SINGLE 2X4 TOP PLATE NAILED TO TRUSSES 1-16d NAIL PER TRUSS NON BEARING FRAMED WALL 5/8 CEILING BOARD 2-2X12 #2 SYP HEADER OVER DOOR 1/2" DRYWALL 2X4 STUD WALL @ 16" 8' 0" O.C. W/\ SPH4 @ 4' O.C. TOP & BOTTOM CONCRETE SLAB �1FB_ 2X4 NON -BEARING -•-II - _ SCALE: 1/4" = V-0" TYPICAL WALL SECTION SCALE 1/2" = 1' 0" SAFE GRAVITY LOADS FOR B" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT ID TYPE LENGTH 8U8 BF8-OB 8F12-08 8F16-0B 8F20-08 OF24-OB BF28-08 BF32-00 V8-1B BF12-11) 81`16-113 8F20-113 BF24-1B 8F28-113 BF32-18 A 2'--10"(34") PRECAST 2Y31 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 B 3'P6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 C 4'=0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 D 4'=6" (54") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2109 4375 6113 7547 8672 10294 11809 E 5'=4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 73421 87331 10127u F 5'-10"(70� PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168jj 6038 n 7181 0 8328cm G 6'=6" (78") PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 2177 34BO 5381 8360 1039 8825 i1r H 7'-6* (90") PRECAST 743 1011 1729 2112 2205 2698 3191 3685 1011 1729 2661 3898 5681 84671e 6472 rs I 9'-4" (112') PRECAST 554699 1160 1625 2564 3486 2818 3302 752 1245 1943 2564 3486 4705j5 6390 111 J 10'-6"(126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 1 3643r2883 K 11 -4"(136") PRECAST 362 582 945 1366 1846 2423 3127 582 945 1366 1846 2423 3127 L 12'-0"(144") PRECAST 337 540 873 1254 1684 2193 2805 540 873 1254 1684 2193 2805 M 13'-4"(160") PRECAST 296 471 755 1075 1428 1838 2316 471 755 1075 1428 1838 2316 N 14'-0"(168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 0 14'-B"(176") PRESTRESSED N.R. NR NR MR 45 8 783 1370 1902 2245 2517 2712 P ' ') PRESTRESSED 15-4"(184' N.R. MR MR MR MR MR MR MR 412 710 1250 1733 2058 2320 2513 Q 1 % -4" (208") PRESTRESSED N.R. MR MR MR MR MR MR MR 300 536 950 1326 1609 1849 2047 R 19'-4"(232") PRESTRESSED N R MR MR MR MR MR MR MR. 235 418 750 1037 1282 1515 1716 S 21'-4"(256") PRESTRESSED N R MR MR MR MR MR MR NR ISO 340 598 845 1114 1359 1468 T 22'-0"(264°) PRESTRESSED N R MR MR MR MR MR MR NR 165 315 550 784 1047 1285 1399 U 24'-0"(288") PRESTRESSED N.R. MR MRMR NR NR NR NR 129 250 450 654 884 1092 122222 SINGLE 2X4 PT BOTTOM PLATE W/ 8d CASE HARDENED NAILS @ 18" O.C. _ 2X4 PT ATTACHED TO MASONRY WALL W/ X 3 TAPCONS, 18" O.C. DOUBLE BOND BEAM W/ #5 BAR EACH COURSE H2.5A @ EACH TRUSS DOUBLE 2X4 TOP PLATE NAILED TO TRUSSES 1-16d NAIL PER TRUSS 1/2" R$in 3 INSULATION 1/2" ANCHOR BOLTS @ 21" O.C. 3 CONCRETE a..,,a.. ., SLAB - 2X4 FRAMED BEARING WALL SECTION SCALE: 1/4" = V-0" 2X6 SPRUCE @ 24" O.C. FRAMED CRICKET ATTACHED AS VALLEY DETAIL 2" X 4" / PRE-ENGINEERED 15 WOOD TRUSSES ON 24" O.C., 1 COURSE U BLOCK W/ #5 BAR IN FILLED CELLS 2-2X12 PT LEDGEBOARD6' LONG W/ B" X 1/2" DIA. J-BOLT OR SIMPSON STRONG-TIETITENHD 1/2"x8" WITH 5" EMBEDMENT Coil 24" O.C, STAGGERED 2 1/4" FROM EDGES & 8" FROM ENDS SIMPSON HUS26 HANGER @ TRUSS LEDGER DETAIL SCALE: 1/2" = V-0" LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END #5 REBAR AT TOP MIN. (1) REQUIRED D�_1 1/2" COVER = CMU z 0 z GROUT ' OF LINTEL CAVITY IN LINTEL (VARIES) 8" NOMINAL 7' 1 EG' ESS 12'-8" 48' 10, — EGRESS •� SENSORNJ ■ E �� ■ ■ ■ H 6068 FR. DRS. ■ ■ ml 25 COm ■ E F_E ■ „ 7'-10 6„ 31" 131_ l 32., 12'-3 6„ \ PORCH \ \ GFI ■ BEDROOM #3 =6GFI V-64", MASTER BEDROOM \ DINING ■ 12'-11" 8'-81, \ 13' \ 15'-8" ■ / \ 6068 FR. DRS. \ C 2868 8 28 8 -8 6" ■ 306 ® LIB 74° 4,_ 8„ CU 2'-7" 1l, 1'=I $" 1668 /2. y 1668 7'-74' g - 3 _4" 10 A\ "' 2868 / 10� ■ 16 C BATH 2868 6'-7" \ W 6' 5' � H W Q m LL / LIVING ROOM ca }4'-3" GFI 21'-4" 10' CEILING \ tEl � ■ o O 9' 9'-1" / \ r 3 6' -9-8 3' 4" „ 4'-5" 2,_ 3„ 8 32' 1'-1 $" 1668 JJK \ ■ 3068 2868 \ C @r M � \ 14'- 1a° \ 3 C53BEDROOM #23 ftb_\1_)1 CD X1 28681-rI3 310' LL `-. - l' 2, 80 8,_7„ aEHe C a He 5 3„AC SO'-8' - 5068 FI A ENTRY 2868 PI \ 8, \ \ R7cxe� ,1' R13INS LATED BEARING WALL — FI _.. 14' \ \/ �� H\ P I/ r I SENSOR ■ ICEF3. P■ EGRESS A 1 ITT�q LT ■ H M A O\9 1 — — — — — — — — --- ,I STUCCO FINISH RAGE _4" \ ■ ■ Q F = FILLED WITH GROUT RF = RECESSED & FILLED W/GROUT QUANITY OF #5 REBAR AT lBOTTOM OF LINTEL CAVITY 8F16-1B/1'T �- QUANITY OF #5 REBAR AT TOP OF LINTEL L NOMINAL FIT. NOMINAL WIDTH LINTEL INFORMATION 13'-4" 14'-8" 48' 4" FLOOR PLAN """' SCALE: 1/4" = V-0" - DEC 2 3 2019 ST. Lucie County, Permitting ,LEGEND: TABULATION LIVING AREA 1591 SQ FT ■ PROVIDE VERTICAL #5 BAR AT EACH SIDE OF PROPOSED OPENINGS GARAGE AREA 400 SQ FT FRONT ENTRY AREA 113 SQ FT 0 EXTERIOR MASONRY WALLS ARE DRAWN 8" TOTAL AREA 2104 SQ FT O 2X4 FRAMED WALLS ARE DRAWN 3 1/2" CONDITIONED VOLUME 12,000 CU FT INDICATES 2X4 FRAMED NON -BEARING WALL W/ R13 INSULATION EO INDICATES LENGTH OF LINTEL TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DO NOT SCALE DRAWINGS +37.4 -40.5 INDICATES OPENING DESIGN PRESSURES N DESIGNED IN ACCORDANCE WITH SECTION -- 1609 OF THE 2017 FLORIDA BUILDING ar St LucieCQp* CODE. 7_ oZa.s REVIS1 �EC3U FILE COPY 2019 Tr N4r r <�II-1"Ir.0I*Iolw 0 _O ~ z it EL 0 w U0 0 _ 0 H O w ULL 0 00 N r7 0 z 3 O J LO z_ W z 0 �NIn W L n ' IOWW N l a. I� J -j U_ r z F- — N r 00 W V) z O `° 0) WN U� NJJ 00 4k. O a°a LLI vd 0] f— (3)0 Ld LLl W . _Dj 2 o Z W �_j z Q Um O U V / 0 Q J W ^l I ` z V) IF,I\\1111110111 �100 N. SA. �i 182 SiTA E�jF J SHEET' S2 OF 4 18-826 SCABNNED LuP�� ou NOTES: x CUs ARE TO BE LOCATED ON 4" THICK PADS ABOVE THE AREA FLOOD PLANE. CONTRACTOR SHALL VERIFY REQUIRED ELEVATIONS WITH REQUIRED ELEVATIONS WITH MUNICIPALITY OFFICIAL eiaso Molrt®monoa usr 67C 3FLA1 ppSEQAOISRERI�ffS F[RS OCICEIIir UWT 4'IE191T CONDENSING UNIT----` EMo33TR �� TW w SFEm ORmw TRARSTw 2"x Vx 1/8" S060 ARE TO RE su ANDM CO UAM MIIR EST N ALL SA-SEM NS OF FNC 3nl& (xkK #10 TAC St EWS (TYP 6' 2' MIN, BETWEEN LIQUID LINE W/O CU UNITS �� INSULATION 121CONCRETE MAX ANCHORS 6" MA)( ANGLE (TYP) 4'`' 4" THICK —� SEAL OPENING AGAINST CONCRETE BASE 4"0 PVC SLEEVE TO CHASE INSECTS, ETC. -- BY OTHERS L/S LINES IN SLAB V SUCTION LINE W/1/2" ARMAFLEX REUFFLp�LpINGERS RUN INSULATION & BARRIER \ FAN COIL ITS DETAIL CONDENSING UNIT DETAIL NOT TO SCALE NO. 1 CEILING • ..... • . • . • • -'SUPPLY AIR' •;•i11:'ItIRli AI�2•: AIR H�pLING REFRIGERANT LINES Ry _VENT T CONDENSATE DRAIN WITCH 06" fWITH TRAP UNIO 0 FILTER 3'-0' R PA UM �IISOL FRNUM FLOOR DETAIL AIR HANDLER DETAIL NOT TO SCALE NO.2 xNOTE: 11 MAX DISTANCE 25 FT. UNLESS MFG SPEC FOR 21 DRAWINGTTO VENT USED TO IMPA CONCEPTUAL IDEA OF VENT CHASE. CONFIGURATION OF DRYER AND/ OR VENT MAY NOT BE EXACTLY AS SHOWN. 0 #26 GAUGE GALVINIZED SHEET METAL. o FLEX -AL -DUCT x SHT Mn ULSMH12720. DUCT MTL STUD OR WOOD 2x4. o 5/B" GYP BOARD DUCT 5/0' GYP BOARD 6" �pT SOLE PLATE DETAIL DRYER VENT NOT TO SCALE NO.3 HVAC PLAN SCALE: 1 /4" = 1'-0" 3 TON AIR CONDITIONING DATA QTY. UNIT N0. MFG. CONDENSING UNIT AIR HANDLER UNIT TOTAL 5ENSIBLE SEER TOTAL 0/A FAN E.S.P. - IN ELEC. SUCTION & LIQUID MODEL NO, MODEL NO. WATER HEAT LINES 1 AHU/CU-1 TRANE 4TTR4036 TAM7AOC36 36 25 16 MINIMUM 1.107 - 0.00 7.5 KW PER MFG. OR EQUAL A/C EQUIPMENT NOTES: 11 VERIFY ALL A/C ELECTRICAL REQUIREMENTS WITH MANUFACTURERS SPEC. PRIOR TO 41 x PROVIDE START KIT. INSTALLATION. 21 PROVIDE PULL DISCONNECTS. 3) DIGITAL PROGRAMMABLE MULTISTAGE T-STAT W/ HUMIDITY CONTROL FOR EACH AHU/CU. AIR TERMINAL SCHEDULE SYSTEM SERVICE LOCATION ACCESSORIES MANUFACTURER MODEL REMARKS A SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 4" MIN, SURFACE MOUNT DIFFUSER B SUPPLY CEILING O.B.D. METAL-AWENECK OR EQUAL PER OWNER / G.C. = 5" MIN. SURFACE MOUNT DIFFUSER C SUPPLY CEILING O.B.D. METAL -ARE OR EQUAL PER OWNER / G.C. NECK = 6' MIN. SURFACE MOUNT DIFFUSER D SUPPLY CEILING O.B.D. METAL -ARE OR EQUAL PER OWNER / G.C. NECK = 7" MIN. SURFACE MOUNT DIFFUSER E SUPPLY CEILING O.B.D. METAL -ARE OR EQUAL PER OWNER / G.C. NECK = 0' MIN. SURFACE MOUNT DIFFUSER F SUPPLY CEILING O.B.D. METAL -ARE OR EQUAL PER OWNER / G.C. NECK = 9" MIN. SURFACE MOUNT DIFFUSER G SUPPLY CEILING O.B.D. METAL -ARE OR EQUAL PER OWNER / G.C. NECK =10' MIN. SURFACE MOUNT DIFFUSER H RESERVED R/A RETURN CEILING O.B.D. METAL -ARE OR EQUAL PER OWNER / G.C. SEE PLANS FOR SIZE AIR TERMINAL NOTES: 3) AFTER SYSTEM HAS BEEN BALANCED, THE CONTRACTOR SHALL VERIFY A NOISE CRITERIA OF LESS THAN 20 THROUGH 1) STANDARD FINISH TO BE WHITE FOR ALL DEVICES. EXISTING GRILLES AND REPLACE THOSE EXCEEDING THIS WITH THE SPECIFIED DIFFUSERS. VERIFY NOISE CRITERIA WITH 21 ALL DIFFUSUER TYPES MIGHT NOT BE USED. MANUFACTURER PRIOR TO BID. DUCTWORK AND DIFFUSER NOTE: 1. COORDINATE WITH ELECTRICAL CONTRACTOR AND G.C. PRIOR TO COMMENCEMENT OF WORK. VERIFY ALL FINAL CEILING FIXTURE PLACEMENTS AND MEASUREMENTS OF FIXTURES TO BE ABOVE CEILING, REROUTE AND RESIZE DUCTWORK AS NECESSARY. RECORD DETAILED SCHEMATIC OF AS -BUILT CHANGES TO REPRESENT TO ARCHITECT FOR APPROVAL. 2. ALL MAIN DUCT TO BRANCH DUCT CONNECTIONS SHALL HAVE MANUAL VOLUME DAMPERS. EXHAUST FAN DATA FANS EF-1 EF-2 MANUFACTURER BROAN QTXE050 RESERVED CFM 50 E.S.P. IN. WG. 0.100 RPM - ROOF CURB TYPE - DIRECT DRIVE - 1200 ELECTRIC V/O/HZ 120/1/60 0.3 AMPS OPERATING WEIGHT 13.2 LBS ACCESS. - BACKDRAFT DARER - ROOF CURB TYPE -FRESTAT - DISCONNECT SWITCH - SPEW CONTROL - OCCUPANCY SHSOR X - - - - - REMARKS x 6'0 SHEET METAL DUCT. x SEE PLANS FOR TERMINATION. x TIE TO LTS. A/C LEGEND ® 4W - DIFFUSER ® 1W - DIFFUSER TRANSITION L MANUAL VOLUME DAMPER IM.V.O.) A— FIRE DAMPER (F.D.) OTEMPERATURE & HUMIDITY CONTROL /SENSOR LJS US LIQUID/SUCTION LINE A DIFFUSER TYPE 100 CFM Z AUTOMATED VOLUME DAMPER ABBREVIATIONS A.F.F. ABOVE FINISHED FLOOR PA. RETURN AIR R.C. ROOF CAP W.C. WALL CAP O/A OUTSIDE AIR S.A.D. SUPPLY AIR DUCT R.A.D. RETURN AIR DUCT R.A.G. RETURN AIR GRILLE E.A.G. EXHAUST AIR GRILLE T.E.O TOILET EXHAUST DUCT AVD AUTOMATED VOLUME DAMPER FHP FLORIDA HEAT PUMP AHU AIR HANDLER UNIT CU CONDENSING UNIT WAHU WALL MOUNTED AIR HANDLER UNIT CAHU CEILING MOUNTED AIR HANDLER UNIT IN) NEW (EI EXISTING TO REMAIN (0) EXISTING TO BE DEMOLISH IRI EXISTING TO BE RELOCATED ® UP ® ON SUPPLY DUCT (UP & DOWN) UP ON RETURN DUCT (UP & DOWN) ® UP ® ON EXHAUST DUCT (UP & DOWN) ® UP ® ON O/A DUCT IUP & DOWN) LNEW DUCT - WIDTH x DEPTH EXISTING DUCT - WIDTH x DEPTH a EXISTING DUCT TO BE REMOVED- WIDTH x DEPTH REVISION REVISION No. Date By LU U J LO ZLU Q Y co v) '< LL W - LU U U D ``n� V J 0 U F_ 0"'' 0 cr ^ 0 � LL •� o Q` J F A rn L9 N ro m n a Date 12/18/19 Issue Drwg By JWR File Sheet Lml—J lqo'7—()2,0FILEnC,,q?X 19 TRUSS BEARING LINTELS & ONE COURSE BEAM BLOCK W/1 #5 REBAR CONT. BLOCK WALL #5 BAR IN FILLED COLUMN Ell X16" BLOCK COLUMN 2 #5 DOWELS PER COLUMN MIN. 6' MIN I - -_ PORCH DETAIL•_ � � �-� � � I I -III III-111 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 STUCCO, 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 1A CONSTRUCTION ADHESIVE. FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. 3. FASTENERS ARE TO BE 1/4"0 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 Y4"O TAPCONS OF SUFFICIENT LENGTH TO ALLOW FOR 13/4" EMBEDMENT AT SPACING SPECIFIED BY N.O.A. DOOR BUCK INSTALLATION SAME AS WINDOW WITHOUT SILL. 6•� 1Ms�c" BUCK @ MASONRY OPENINGS B Mom: WINDOWS - 2" X 4" P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH 3/16" N WINDOW 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 ON INTO THE MASONRY WALL WALL MASONRY WALL BUCK ATTACHMENT OPTION (WINDOWS) 3/16" TAPCONS INTO PRE -MANUFACTURED HOLE PENETRATING INT THE MASONRY WALL 1 1/2" MIN. - 12" DOORS - M 2X DOOR BUCKS SHALL BE ATTACHED WITH 77L- 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 fHE MINIMUM DESIGN PRESSURES REQUIRED (AS NOTED IN THESE PLANS). PRODUCT APPROVAL SUBMITTAL AFFIDAVIT ID PRODUCT MANUFACTURER MODEL # EXTERIOR THERMA TRU CCR 620 035 EXTERIOR ENTRY SWINGING DOORS CORPORATION CLASSIC CRAFT RUSTIC DOOR FRENCH DOORS EXTERIOR CUSTOM WINDOW FD-8750, SWINGING DOORS SYSTEMS IMPACT EASTERN WINDOWS ARCHITECTURAL 4466 IMPACT SYSTEMS WINDOWS SINGLE HUNG EASTERN ARCHITECTURAL 2461 IMPACT SYSTEMS GARAGE DOOR IMPACT OVERHEAD RAYNER GARAGE BUILDMARK GARAGE DOOR DOORS NO. P-3318 ROOFING METAL ROOFING GULF COAST SUPPLY & 26 GA. 5 V CRIMP MANUFACTURING, LLC, PORCH SOFFIT 0.08 VINYL KAYCAN LTD VINYL/PVC AND ALUMINUM SOFFIT FOOTER DETAILS #5 CONTINUOUS FIBERMESH OR WELDED WIRE MESH SEE FONOTES z (2) #5 BARS CONTIN. FOOTING REBAR (2) #5 BARS c FIBERMESH `,.,° Q `� -I_ OR W.W.M. III.IIIIIT •a`--` • III III 111-1II III IIIIIIi'-11I TYP. EXTERIOR CONT. TYP. EXTERIOR CONT, F1 MONOLITHIC FOOTING FZ CURB MONO -FOOTING 2-#5 BAR -1 2-#5 BAR 1 Yz" 3-BOLT @ 24" O.C. FIBERMESH FIBERMESH EMBEDDED 7" OR W.W.M. OR W.W.M. III-� 20" F03INTERIOR STEPPED F3 MONOLITHIC FOOTING F4 14" FIBERMESH OR WELDED WIRE MESH �. (2) #5 BARS CONTIN. ill INTERIOR STEPPED MONOLITHIC FOOTING • CONTINUE . FIBERMESH _ e OR W.W.M.--------- + (NO JOINTS) I!� -III II III III TIE 0F I 145 CONT. 11�18I11 ICIII� 3" MIN. COVER 20" - F5 TYP. GARAGE RECESS MONOLITHIC FOOTING F6 SHOWER SLAB RECESS FIBERMESH OR WELDED WIRE MESH SEE FOUN. NOTES FOOTING REBAR (2) #5 BARS 8 WHEN a III-i REQUIRED II 1 11f BECAUSE I III 7i I' OF GROUND Illlllli a ; __! ELEVATION T r f 1Tl r T USE 20" FOOTER TT F37EXTERIOR MONOLITHIC F7 FOOTING (ALTERNATE) FIBER MH111=•=,•?:•� E-E- ORW.W.M III ��-I III�IIII 1-#5 CONT. $ 3" MIN COVER F8 TYP. THICKENED EDGE MONOLITI TIC FOOTING gm 2' IT-4 13'-11$" 1 V-4 6" 22'-816" F1 F1 F1 ----------------------------------------------------------------1 II I 5 I I© f q��� I I REv IN I I F 1 30' 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. MIN. WITH F1 TROWEL SMOOTH FINISH `I REINFORCED WITH W1.4/W1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON TREATED SOIL i rr O I • I I 3' I 81 4" J. • RECESp 5, SHOWER �--,----------- I I / F3 �I F6 I II 1. F3 w CF�JI -- - - - - - - - - • - - - - - - uE 3'-7„ I 6' 1 0 F4 U) 8 _. -- - -� ----------------- - - - - - - Fi UM, _ 3'x3X4 L------------------J �> -I 4" THICK CONCRETE FLOOR THICK F1 CONCRE SLAB, 3,000 P:S.I. MIN. WITH PAD OR TROWEL SMOOTH FINISH REINFORCED WITH PAVERS W1.4/W1.4 W.W. MESH OR 13'-4" 14'-8" _ FIBER MESH W/ 6 MIL VAPOR. BARRIER ON TREATED SOIL CU LU I _j I In I I I I I I I I I I I L---------------------------- PRODUCT BUILDING DESIGN PRODUCT GLASS DESIGN PRESSURE PSF ATTACHMENT METHOD APPROVAL # DESCRIPTION PRESSURE TYPE, SIZE, SPACING &EMBEDMENT FL# 7347.1 NA +47 / -53 +30.0 / -32.8 # 10 X 2 1/2" PFH WOOD SCREWS OR GREATER EMBEDDED 1 3/8" INTO WOOD BUCK @ 6" FROM ENDS & 13.75" O.C. MAX. ON EACH SIDE IG-3/16" ANNEALED FL# 14850.1 GLASS/LAMINATED EACH +70 / -70 +30.0 / -32.8. # 12 WOOD SCREWS OR 1/4" ELCO ULTRACON EMBEDDED 1 3/8:" INTO WOOD BUCK @ 6" FROM ENDS & 17". SIDE W/ /0.105 DUPONT O.C. ON THE SIDES W/ ONE @ MIDSPAN OF HEAD PVB INTERLAYER IG-3/16" ANNEALED FL# 14608.9 GLASS/LAMINATED EACH +60 / -60 +33.5 / -36.3 # 10 SCREWS OR GREATER EMBEDDED 1 3/8" INTO WOOD BUCK @ 6" FROM ENDS & 9" O.C. ON THE SIDES SIDE T STORM IN" SOULITRLAYE A SEA STORM INTERLAYER _ - _ - W/ 10}" MAX ACROSS THE TOP & BOTTOM IG-3/16" ANNEALED FL# 14604-114 GLASS/LAMINATED EACH +SO / -50 +32.0 / -34.8 # 10 SCREWS OR GREATER EMBEDDED 1 3/8" INTO WOOD BUCK @ 6" FROM ENDS & EACH PREDRILLED (14604.5) SIDE W//0.075" SOLUTIA MANUFACTURED HOLE SEA STORM INTERLAYER FL# 15212.5 NA +39.3 / -43.8 +28.2 / -31.5 ATTACHED W/ 5/16" X 1 3/4" HEX HEAD LAG SCREW @ EACH MANUFACTURERS TRACK BRACE FL# 11651.12 NA -1.56.5 +19.3 / -78.8 #9- 15 X 1.5" HWH WITH SEALING WASHER W/ MIN. 1/4" PENTRATION @ 12" O.C. ON 15/32" PLYWOOD SHEATHING FL # 16503-R1 NON IMPACT -106.7 -4O / -104.9 ATTACHED F-CHANNEL TO WALL W/ MIN. 0.097" DIA HARDENED T-NAIL OR STUB NAIL INTO WALL (MAX. SPACING 24" OX.) & W/ 1 3/4" LONG X 0.072 DIA. @ EACH 1X3 FURRING 1 n' 14' FOUNDATION PLAN SCALE: 1/4" = V-0" 16' 2' FDOH in St. Lucie County Environmental -Health Site Plan Approved for Construction Supersedes All Previous Site Plans for 0STDS #S & Well # Sri- nj io 1l,4 Date: Reviewer: CALL BEFORE YOU DIG- DIAL 811 SMART DIGGING MEANS KNOWING WHERE UTILITY LINES ARE BURIED BEFORE YOU DIG IN ORDER TO PROTECT YOURSELF FROM INJURY AND PREVENT DAMAGE TO UNDERGROUND UTILITY LINES. ONE EASY CALL TO 811 STARTS THE PROCESS OF GETTING UNDERGROUND UTILITY LINES MARKED FOR FREE. CALLING 811 IN FLORIDA ROUTES YOU TO SUNSHINE STATE ONE CALL. YOUR UTILITY COMPANIES THEN SEND A PROFESSIONAL LOCATOR TO YOUR LOCATION TO MARK UNDERGROUND LINES WITHIN TWO FULL BUSINESS DAYS. ONCE THE LINES ARE MARKED, YQU WILL KNOW THE APPROXIMATE LOCATION OF YOUR UTILITY LINES AND CAN DIG SAFELY. 53'-4 O s JII-1NIrol IolI Z 3 w O _ M) LL H Q Z O < Q W 0 W Z Z Y W O N Q W FW- Q Z p U < N z_ w z 00 MOD IW I�0 iO J LO W W I O_ NJ w r IL Ln z N r 0] Vla U O L- 0) WN U� ^a P 0- jai- 00 = o0 U a a vd m rn0 w a LLJ 0� z W _J z Um O Y (� U LIJ O Q _J Z V) TO THE BEST OF MY KNOWLEDGE, THIS SHEET STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE. OF 4 ELECTRICAL LEGEND 110V RECEPTACLE 110V SWITCHED RECEPTACLE 110V RECEPTACLE ELEVATED 220V CONNECTION OR RECEPTACLE ® SMOKE DETECTOR �e DOOR BELL N PHONE LINE I� TELEVISION CABLE �- EXHAUST FAN EXHAUST FAN/LIGHT COMBO SENSOR FLOOD LIGHT CEILING LIGHT FIXTURE PENDANT LIGHT/CHANDELIER + WALL MOUNTED SCONCE O MONOPOINT SPOTLIGHT R RECESSED LIGHT FIXTURE co )tP� WEATHER PROTECTED LIGHT n GLAMOUR MIRROR LIGHTS CEILING FAN CEILING FAN WITH LIGHT PREWIRE FAN W/ LIGHT p ELECTRICAL PANEL EE;l ELECTRICAL METER SWITCH \\ _ \ SWITCHING CONNECTION FLUORESCENT LIGHT UNDER CAB LIGHTING o 15 GAR. DR. OPENER SWITCH 10-1 GARAGE DOOR OPENER ELECTRIC NOTES: 1. ALL OUTLETS SHALL BE ARC -FAULT PROTECTED. 2. ALL ELECTRIC SHALL CONFORM TO THE CURRENT NATIONAL ELECTRIC CODE. 3. ELECTRIC METER PER LOCATION OF SERVICE POLE. 4. ATTIC ACCESS SHALL HAVE A SWITCH AND LIGHT. 5. SMOKE DETECTORS SHALL BE CARBON MONOXIDE DETECTORS (PER FLORIDA STATUES 553,885) AND BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND SHALL BE HARD WIRED IN EACH SLEEPING ROOM AND OUTSIDE IN THE HALL OF THE IMMEDIATE VICINITY OF THE BEDROOMS 6. EXTERIOR LIGHTS AND OUTLETS TO BE LOCATED IN FLAT OF EXTERIOR SIDING. EXTERIOR OUTLETS SHALL BE GFI (GROUND FAULT CIRCUIT INTERRUPTER) WITH WEATHER PROOF COVERS (WP). 7. KITCHEN GFI (GROUND FAULT CIRCUIT INTERRUPTER) OUTLETS ABOVE COUNTER SHALL BE LOCATED 44" OFF FINISH FLOOR (OFF). REFRIGERATE OUTLET SHALL BE 48" OFF. 8. PROVIDE 2X4 BLOCKING OR EQUAL SUPPORT IN CEILING LIGHTS IN BEDROOMS & LIVING ROOM. 9. LOCATION OF FIXTURES AND/OR OUTLETS ARE SUGGESTED AND MAY BE ADJUSTED BY OWNER/ BUILDER BUT SHALL REMAIN WITHIN ALL LOCAL AND STATE GUIDE LINES. 10. TELEPHONE AND CABLE TV LOCATIONS ARE NOT SHOWN. 2-4/0 1-2/0 MCM THW AL. IN 2" IMC 120/240 10 3W NEMA 3R 200 AMP. 10K AIC ENCLOSED CIRCUIT BREAKER ONLY WHEN EXTERIOR UNIT IS REQ'D. ELSE: I 200 AMP. MAIN BREAKER PANEL 120/240 10 3W NEMAI POWER CO. METER RUN 1 #4 CU TO 5/8" GROUND RON AND COLD 2-4/0 1-2/0 MCM THW AL. WATER PIPE SERVICE CABLE NOTE: ALL ELECTRICAL MATERIALS AND = INSTALATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRIC CODE, LOCAL ORDINANCES, FLORIDA POWER & LIGHT. ELECTRICAL RISER DIAGRAM. (N. S.) METAL ROOF ON PEEL-N-STICK ON 1/2" COX PLYWOOD - 2" X 4" PRE-ENGINEERED WOOD TRUSSES ON 24" CENTERS- R-30INSULATION IN MAIN ATTIC HURRICANE STRAP @ EACH TRUSS METAL DRIP STRIP ON FASCIA ON 2X4X4 SUB FASCIA ��^^ STUCCO W/ CONTINUOUS 12" VENTED SOFFIT SEE DETAIL DOUBLE BOND BEAM W/ --� #5 BAR IN EACH COURSE PRF-CAST LINTELS ABOVE DOORS & WINDOWS PRECAST SILL STUCCO 1/2" DRYWALL ON FURRING ON ON FURRING STRIPS ON 3/4" R-MATTE PLUS-3 INSULATION ACHIEVES 5.0 THERMAL R-VALUE & 7.77 SYSTEM R-VALUE 4" CONCRETE SLAB W/6X6 10/10 WWM ON 6 MIL. VAPOR BARRIER ON WELL COMPACTED, TREATED FILL #5 ROD W/ 10" HOOK IMBED MIN. OF 6" INTO FOOTER, SEE STRUCTURAL ENGINEERING LAYOUT FOR LOCATION AND SPACING. 20" W X 16" D FOOTING W/ 2 #5 ,REBAR CONT. W/ MIN. 3" COVER (SEE SHEET 2) �4" II1TIri_I-I TYPICAL WALL SECTION SCALE 1/2" = I'D" 5:12 TYPICAL ROOF 5/8 CEILING BOARD 5/8 CEILING BOARD J SINGLE 2X4 TOP PLATE NAILED TO TRUSSES 1-16d NAIL PER TRUSS 5/8 CEILING T BOARD J 2-2X12 #2 SYP HEADER 1/2" DRYWALL NON OVER DOOR ON EACH SIDE BEARING OF WALLS FRAMED 1/2" DRYWALL WALL 2X4 STUD 2X4 STUD WALL @ 16" WALL @ 16" O.C. O.C. W/ 8'_0" 4 SPH4 @ 4 O.C. TOP & 6'-8" BOTTOM SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT ID TYPE LENGfiH SU8 8F8-08 81`12-013 SF16-08 8F20-08 8F24-OB SF28-OB BF32-08 8FB-18 BF12-18 8F16-1B 8F20-1B 8F24-1B 8F28-iB 8F32-18 A 2'-10" 34" PRECAST ( ) 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 B 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 C 4�-0" (48") PRECAST 1966 2581 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 D 4�-6" (64") PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 8672 10294 11809 E 5�-4" (64") PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 734210 8733pt 101271 F 5�-10"(70") PRECAST 1062 V05 1173 1631 2090 2549 3009 3470 1451 2622 4360 7160 60381 718110 8328 G 6 -6" (78") PRECAST 908 1238 2177 3480 3031 3707 083 5061 1238 2177 3480 5381 8360 1039 8825 1 H T-6" ( 90'� PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5681 8467 LK 6472 1! I 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 752 1245 1843 2564 3486 4705 6390 J 10 -6" (126") PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 2781 3643 4754 a K 11 -4" (136") PRECAST 362 582 945 1366 1846 2423 3127 4006 -582 945 1366 1846 2423 3127 4006 L 12'-0" (144") PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 M 13�-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 N 14�-0"(168") PRECAST 279 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 0 14'-B"(176°) PRESTRESSED N.R. NR NR NR NR NR NR NR 458 783 1370 1902 2245 2517 2712 P 15'-4"(184") PRESTRESSED N.R NR NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 Q 17'-4"(208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 536 950 1326 1609 1849 2047 R 19'-4"(232") PRESTRESSED N.R NR NR NR NR NR NR NR 235 418 1 750 1037 1202 1515 1716 S 21'-4"(256°) PRESTRESSED N R NR NR NR NR NR NR NR 180 340 598 845 1114 13.59 1468 T 22'-0"(264") PRESTRESSED N.R NR NR NR NR NR NR NR 165 315 550 784 1047 1285 1399 U 24'-0"(288") PRESTRESSED N.R. NR NR NR NR 19 2 25 0 450 5 654 884 1092 1222 'SINGLE 2X4 PT SINGLE 2X4 PT OTTOM PLATE BOTTOM PLATE W/ 8d CASE W/ 8d CASE HARDENED HARDENED NAILS @ 18" NAILS @ 18" O.C. CONCRETE O.C. SLAB 2X4 NON -BEARING SCALE: 1/4" = V-0" 2X4 PT ATTACHED TO MASONRY WALL W/ i" X 3" TAPCONS, 18" O.C. DOUBLE BOND BEAM W/ #5 BAR EACH COURSE 1 COURSE U BLOCK W/ #5 BAR IN FILLED CELLS 2-2X12 PT LEDGEBOARD 6' LONG W/ W X 1/2" DIA. J-BOLT OR SIMPSON STRONG -TIE TITEN HD 1/2" x 8" WITH 5" EMBEDMENT @ 24" O.C. STAGGERED 2 1/4" FROM EDGES & 8" FROM ENDS J z O z r.; SIMPSON HUS26 HANGER @ TRUSS H2.5A @ EACH ,TRUSS DOUBLE 2X4 TOP PLATE NAILED TO TRUSSES 1-16d NAIL PER TRUSS 1/2" R13 INSULATION 1/2" ANCHOR BOLTS @ 21" O.C. SLAB 2X4 FRAMED BEARING WALL SECTION SCALE: 1/4" = V-0" 2X6 SPRUCE @ 24" O.C. FRAMED CRICKET ATTACHED AS VALLEY DETAIL 2" X 4" / PRE-ENGINEERED 1 WOOD TRUSSES ON 24" O.C., LEDGER DETAIL SCALE: 1/2" = 1'-O" LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END #5 REBAR AT TOP MIN. (1) REQUIRED A__1 1/2" COVER OF LINTEL CAVITY 8" NOMINAL IN LINTEL (VARIES) 48' y------------------ T Ll 12'-8" Le 10, Lol y 7' EG ESS EGRESS SENSO r ■ E �� ■ ■ ■ H 6068 FR. DRS. ■ ■ ■ 25 C ■ ■ E �E ■ qp \, PORCH ■ A BEDROOM #3 GFI GFI \ DINING MASTER BEDROOM / ■ ■ C .� 6068 FR. DRS, j �, ■ 28/68 c ■ ® 306 2868 Ln I7" v 1668 CiJ 2' - -- 1668 T-4" / 2868. ■ ■ I C \ I BATH 2868 a p 36' 5' �.rL ® It —.— Wa -� LIVING ROOM 21'-4" 10' CEILING • m mm co o } 4" 3' � FI / \ � _. .... \ 3068 2868 M 2868 F ■ BEDROOM #2 3' - C s ■ \ 3 2868 \ 5 M CD o LLw-IV 12'-11" aaHs 3 10 C a v1 5 H8 i 10'-81' ■ / y,. �� 4068 B . GFI \ 2868 FI ENTRY R13 INSULATED BEARING WALL 14' -. FI v ■ E ■ \ Hz\ 2, SENSOR_ _ EGRESS _ — A v OI ■ M ■ J\9 823�A STUCCO FINISH Imo— Gl RAGE �\ 19'-1116„ ■ �� ■ 5'_4" ■■ Q — 2' 2' 16' 13'-4" 14'-8" 20' 48' F = FILLED WITH GROUT RF = RECESSED & FILLED W/GROUT QUANITY OF #5 REBAR AT IBOTTOM OF LINTEL CAVITY 8F16-16/lT QUANITY OF #5 REBAR AT TOP OF LINTEL L NOMINAL HT. NOMINAL WIDTH LINTEL INFORMATION Dp NOT SCALE DRAWINGS FLOOR PLAN SCALE: 1/4" = V-0" LEGEND: ■ PROVIDE VERTICAL #5 BAR AT EACH SIDE OF PROPOSED OPENINGS EXTERIOR MASONRY WALLS ARE DRAWN 8" O 2X4 FRAMED WALLS ARE DRAWN 3 1/2" INDICATES 2X4 FRAMED NON -BEARING WALL W/ R13 INSULATION EO INDICATES LENGTH OF LINTEL INDICATES OPENING DESIGN PRESSURES +37.4 -40.5 3'-4" TABULATION LIVING AREA 1431 SQ FT GARAGE AREA 400 SQ FT REAR PORCH 160 SQ FT FRONT ENTRY AREA 113 SQ FT TOTAL AREA 2104 SQ FT 2 O 5 -I NI nl71,n z 3 00 O V) n= a z O F 0 WILI o Y W O to Q W LW- Q Z O U O N z_ W z 0)0 (D0� zJ Imo IInWW (1 LL N J U nL`a to z z N 00 z0 O z WN U� i.Q NJJ N 0- Li SOU O QNQ � m 'It O)o Ld z UDj_j z��� z _m z U 0 Q Y U w z W O� �Q Z \`11I11111111jj �O• ' E N CONDITIONED VOLUME 12,000 CU FT - FL i I�V TO THE BEST OF MY KNOWLEDGE, THIS SHEET STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION ///��� 1609 OF THE 2017 FLORIDA BUILDING CODE. OF 4 STRAP AND TIEDOWN SCHEDULE 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. 2X) DENOTES NUMBER OF FASTENERS REQUIRED AT SPECIFIC BEARING LOCATION. TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION TRUSS IDENTIFICATION BEARING JOINT UPLIFT REQUIRED TRUSSTO MASONRY BOND BEAM TRUSS TO WOOD FRAMING A 10 17 657/736 META16 - H10A Al 9 - 16 645/749 META16 - H10A A2 9 16 645/749 META16 - H10A A3 9 16 1 645/749 META16 - H10A A4 10 17 645/749 645/749 META16 - H10A AS 10 17 META16 - H10A A6 13 18 671/565 META16 - ATA 1 7 382/382 META16 - ATB 8 1 315/373 META16 - HUS26 B 9 16 582/673 META16 - BS 10 18 582/673 META16 - B2 13 18 671/565 META16 - B3 17 10 798/744 META16 - B4 18 10 798/744 META16 - B5 19 12 798/744 META16 - G 13 9 485/430 META16 - GRA 10 18 2886/2524 VGT G GRB 19 11 2777/2724 VGT VGT GRE 1 6 1221/1221 META16 GRG 12 8 1455/1399 HETA16. 31 J3,J5,J7,JE i 3 4 S 245/128/326 META16 - Ls3aTOP aaoTr. TUC37 CAN BE SUB, KJ7 3 4 1 104/416/417 META16 - L830 BO LTHJA26 BOTT. MV2 1 2 19155 47/76 VTCR MV4 1 1 3 VTCR MV6 4 5 55/157 VTCR V 1 3 sO/ So- V8 1 3 4 77/77/102 VTCR V12 1 3 4 103/103/207 VTCR 2" X 4" PRE-ENGINEERED WOOD TRUSSES ON 24" CENTERS 1X2 PT ON 1X6 HARDI-FASCIA ON 2X4 SUB FASCIA CONTINUOUS VINYL SOFFIT VENT W, DOUBLE BOND BEAM W/ STUCCO SOFFIT #5 BAR IN EACH COURSE CONTINUOUS VINYL SOFFIT VENT W/ STUCCO SOFFIT 12" SOFFIT DETAIL SCALE: 3/4" = V TRUSSES @ 24"O.0 1X3 FURRING @ 16" O.C. ATTACHED TO TRUSSES W/ 2-8d NAILS (ADD BLOCKING 2' O.C. AS NEEDED) 12" OR 16" WIDE 4" OR 6" GROOVED/ VENTED ALUM. SOFFIT .019 ga. OR VINYL .046" ga. ATTACHED W/ (1) 11/4" ALUM ROOFING NAIL OR (1) #10 X 1" PANCAKE HEAD SCREW PER INTERSECTION @ NAILER PORCH CEILING DETAIL SCALE: 3/4" = 1' WALL SUPPORT — 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 FRONT ELEVATION SCALE: 1/4" = 1'-0" 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. 1/2" J-BOLTS OR: HILTI KBII 12-512 KWIKBOLTS, U.S. ANCHOR W1254, RAWL-STUD 7424 W/2" DIA. X 1/8" WASHERS +30.0 -32.8 )it ' REAR ELEVATION SCALE: 1/4" = V-0" 2"X6" P.T. ON ROUGH OPENING (4) 1/2" BOLTS REQUIRED REFER TO GARAGE DOOR MANUFACTURER FOR BOLT SPACING r—T OVERHEAD GARAGE DOOR BUCK CONNECTION ON MASONRY DETAIL COMMON TRUSS (CT) Owl • : •• IN Me Mimiv ... ■ELI 1�ir \I�! 2"X4" CONTINUOUS BLOCKING REQUIRED 4' UP FROM ROOF EDGE, NAILED W/ 2-16d @ EACH END. 1st SHEET ROW FROM EDGES SHALL BE FULL 4'X 8' SHEETS. ROOF SHEATHING NAILED @ 3"O.C. ON. SUBFASCIA AND @ 4" O.C. ON THE REMAINING EDGES.(BLOCKING MAY BE INSTALLED ON THE FLAT OR ON EDGE.) DETAIL TO THE LEFT SIMULATES TRUSS PLAN, CORRELATES TRUSS IDENTIFICATION TO CONNECTORS }- HIP TRUSSES -NAIL HIP JACK TRUSSES W/ TOP CHORD 2- #10 COMMON BOTTOM CHORD 2410 COMMON __— SUB -FASCIA BOARD ROOF SHEATHING TO BE CARRIED OVER 2 SPANS MINIMUM @ ALL LOCATIONS NAIL END OF JACK TRUSSES W/ L-HIP JACK TRUSS (HJT) TOP CHORD 3- 16d COMMON BOTTOM CHORD 3-16d COMMON 16d NAIL HAS A MAXIMUM LATERAL RESISTANCE OF 108 lbs. JACK TRUSS CONNECTION @ HIP AND GIRDER TRUSSES /1 12 5F- +32, -34. 8' BEARING LEFT ELEVATION SCALE: 1/4" = V-0" RIGHT ELEVATION SCALE: 1/4" = V-0" +26.2 -31.5 +30.0 -32.8 12 5 0 S —INIrnl�l n 00 D N IL X I Q- H M O F 0 Li o Z 3. w y D_ 3 0w O n a ZW Z. �00H �O W0) J OWW O_ cp (� LL N-jC� n J_ a Z N r co U V / 0 z 0) m WN UP0 NJJ NI'l 0- Li. co z <N< O v*m O)o 01 VI Vl zJ_ _0 Q F Q W > n LIJ ILI IW Of U z��� CU 0 C) Y LLI n U V 1 WN LL 0Q _ n Z N 2 : � qp' STAT :'�iz �/rnnnn u..sb�ry TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE. SHEET S 3 OF 4 GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE ATVARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE ENGINEER IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ADJUSTED AS PROVIDED FOR CHANGES IN THE WORK. 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE FIFTH EDITION OF THE (2017) 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. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED AND SHALL BE PERMITTED AT THE LOCAL OFFICE, COUNTY OR CITY. THE RESULT OF NOT OBTAINING A BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELEASE ALL RESPONSIBILITY FOR THIS PROJECT FROM THE ENGINEER OF RECORD. CONTACTOR IS RESPONSIBLE FOR A FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT. 4. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH LAWS, ORDINANCES, RULES AND RUGULATIONS, AND WITHOUT SUCH NOTICE TO THE ENGINEER, HE SHALL BEAR ALL COSTS ARISING THEREFROM. 5. THESE PLANS WERE DESIGNED FOR THE CONTRACTOR/OWNER TO BE PERMITTED AT THE LOCAL AGENCY (BUILDING DEPARTMENT AND SHOULD BE FOLLOWED AS INSTRUCTED. THE RESULT OF NOT OBTAINING A BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELISH ALL RESPONSIBILITY FROM THE ENGINEER OF RECORD. 6.. 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. DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 1. BUILDING CATEGORY II 2. FLORIDA BUILDING CODE 6TH EDITION (2017) 3. BUILDING DESIGN IS ENCLOSED 4. MEAN ROOF HEIGHT IS 12' 5. ROOF PITCH 5/12 DEGREES 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 7. WIDTH OF END ZONE A = 3.3' 8. ULTIMATE WIND SPEED IS 160 MPH 9. WIND EXPOSURE CLASSIFICATION: C 10. ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT = 1.00 11. COMPONENT & CLADDING ULTIMATE WIND PRESSURE ON ROOF: COMPONENT & CLADDING NOMINAL WIND PRESSURE ON WALL: COMPONENT & CLADDING WIND PRESSURE ON SOFFITS: (SEE CHART ON RIGHT ON THIS PAGE) 12. LOADS: FLOOR 40 PSF ROOF/DEAD 17 PSF ROOF/LIVE 20 PSF WALL 18 PSF 13. SHEAR WALLS WERE CONSIDERED 14. A CONTINUOUS LOAD PATH WAS PROVIDED 15, COMPONENT & CLADDING DETAILED 16, MINIMUM SOIL BEARING PRESSURE IS 2000 PSF PRESUMPTIVE WALL WIND DESIGN ZONES SCALE:NTS CONCRETE NOTES 1. ENGINEER OF RECORD MUST BE NOTIFIED WITHIN 48 HOURS OF PLACING CONCRETE. END ZONE 5 is WITHIN A DISTANCE OF 3.33' FROM BUILDING/ROOF CORNERS = (a) 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 INCHES PLUS OR MINUS ON*- INCH. 5. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES.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 6.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS & FEET (IF EXPOSED TO EXTERIOR ELEMENTS) 6.2. ENSURE MESH IS EMBEDDED i" 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'-O" O.C. EACH WAY 8, THE MINIMUM CONCRETE COVERAGE SHALL MEET ACI318, LATEST EDITION REQUIREMENTS. MINIMUM COVER FOR CAST IN PLACE AGAINST EARTH: 3" 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 SHALL 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. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. 13. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC.) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 14. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS. 15. SOILS SHALL BE TREATED, CONCRETE MASONRY NOTES � a © ®® ® ® ©© © Q) COMPONENT & CLADDING NOMINAL PRESSURES ASCE 7-10 (160 MPH - EXP. 'C'- Vasd) (ADJUSTMENT FACTOR 1.21) ROOF SLOPES 2.5/12 TO 6/12 (HEIGHT < 15') EFFECTIVE AREA (SQ. FT.) ZONE 0 < 10 11 < 20 21 < 50 51 < 100 101 < Soo LL 1 +19.3 -30.6+17.6 -29.8 +15Im +13.6 -27.7 U 2 +19.3 -53.3 +17. -49.0 +15 +13.6 -39.1 3 +19.3 -78.8+17.6 -73.6 +15 +13.6 -61.8 wz 2 -62.4 -62.4 -62.4 -62.4 0= 3 -104.9 -94.6 -81.1 -70.9 4 +33.5 -36.3 +32.0 -34.8 +30.0 -32.8 +28.5 -31.3 +24.9 27.8 a 3 5 +33.5 -44.8+32.0 -41.8 +30.0 -37.8 +28.5 -34.8 +Z4.9 27.8 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-O-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. 8. 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. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON XP22" WITH THREADED ROD. 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION. FOUNDATION NOTES 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. ROOFING NOTES 1. ROOFING MATERIAL SHALL BE ATTACHED PER MANUFACTURERS SPECIFICATIONS TO MEET THE DESIGN CRITERIA PRESCRIBED IN THESE PLANS TIMBER NOTES 1. 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 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 WITH TPI-95. 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 CHORD. MAX. LENGTH OF BOTTOM CHORD SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP. 1.4. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6' D.C. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD BETWEEN TWO TRUSSES FOR ACCESS. 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.) 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) 100 LB POINT LOADS 3' APART LOCATED ANYWHERE ON THE TOP CHORD. 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 TRUSS CONNECTIONS. 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. 2. ROOF SHEATHING SHALL BE A MIN. OF 1/2" COX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO ROOF FRAMING WITH 10d 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 AND PANEL SHEATHING CLIPS SHALL BE INSTALLED ON ROOF PLYWOOD. 3. WALL SHEATHING TO BE 1/2" COX SPAN RATED STRUCTURAL PLYWOOD, & NAILED WITH 10d NAILS 4" O.C. AT PANEL EDGES AND 8" O.C. IN THE FIELD. 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 MASTER BEDROOM BAY. WINDOW BUCKS AND BOTTOM PLATES AGAINST CONCRETE SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER 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. 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD. GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. 8° 9. 10 11 12 13, 14. 15. 16. 17. 18. 19. 20. 21. 22. 23. 24. 25. 26. 27. 28. 29, 30. 31. 32. 33. 34. WEATHERING AREA IS NEGLIGIBLE TERMITE AREA IS VERY HEAVY PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED TERMITICIDES. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. HEATING IS REQUIRED FOR THIS STRUCTURE. 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. ALL EXIST DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING. 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. 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. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. ALL EXPOSED ATTIC INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX (IN ACCORDANCE WITH ASTM E 970) NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. 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. 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. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR OPENING. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED. ALL FRAMED BEARING WALLS SHALL HAVE A MINIMUM OF 2 - 2"X12" #2 SOUTHERN YELLOW PINE HEADERS W/ 3M70 1/2" PLYWOOD BETWEEN. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE DESIGN CRITERIA. SHUTTERS OR IMPACT GLASS IS REQUIRED FOR PROTECTION OF OPENINGS FOR THIS RESIDENCE PER SECTION R301.2.1.2 OF THE FLORIDA RESIDENTIAL BUILDING CODE. INTERIOR AND BEARING AND NON -BEARING FRAMED WALLS SHALL USE STUD GRADE LUMBER SPACED AT 16" O.C.. FRAMED BEARING WALLS SHALL BE BRACED WITH 2X4'S @ A MAXIMUM OF 8' O.C. ROOF SHEATHING SHALL BE Y2" COX 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 THE SEAMS AND 6" O.C. IN THE FIELD. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177, C1178, C1278, C1395 OR C1396 AND SHALL IN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA RESIDENTIAL BUILDING CODE. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C557. 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 WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. ACCESS OPENING SHALL BE A MINIMUM OF 16" X 24" AND SHALL NOT BE UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED COMMON NAILS OR BETTER. ALL BEARING WALLS SHALL HAVE A SIMPSON SPH4/6 PLACED TOP AND BOTTOM OF FRAMED WALL AT 16" O.C.. HEADERS OVER 4' SHALL BE STRAPPED TO JACKS W/ SIMPSON MSTA24 AT ENDS W/ 8-10d NAILS PER SIDE. HEADERS UNDER 4' SHALL BE STRAPPED W/ SIMPSON LSTA18 W/ 7-10d NAILS PER END. EACH JACK SHALL HAVE A H2.5A @ THE BOTTOM PLATE. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE MANUFACTURER. ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTIC FIELD. THERE SHALL BE A SELF CLOSING 20 MINUTE FIRE -RATED DOOR BETWEEN THE GARAGE AND THE LIVING AREA TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE. 0 z O S -IN IV) I d'IN r 0 0 N 0- � H z 0 a W o uj Zz U p U 3 a ui m m w j w x 7 < a Z Ld w z °'00� MO0 W 'o co NWW CL (VW@ J r L`a z I- V/� z0 WN U� ..Q N 0- J � d W 0 <N< v'tm O �O n 0 a W w U� Z W �J� _ m z 0 U 0 W ( ,^I Inr/� c� U V / W O �Q J z \\\���i a Irriiii, •.AWS�9 rN �i� �JOpfA�'�_II,T,�`• SHEET S4 OF 4 LINTELS & ONE COURSE BEAM BLOCK W/1 #5 REBAR CONT. 44 #5 BAR IN FILLED COLUMN B" X 16" BLOCK COLUMN BLOCK WALL 2 #5 DOWELS PER COLUMN MIN. L _6" MINA ' —F-- , 1 Iil is pb'RCH DETAIL Iliiillli�illliiilLE 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 STUCCO. 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.SCCA, BUCKS ARE TO BE FULLY BONDED TO MASONRY WITH SIKA IA CONSTRUCTION ADHESIVE. FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. 3. FASTENERS ARE TO BE 1/4"0 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 %" P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO CONRCETE OR MASONRY WITH Y4"O TAPCONS OF SUFFICIENT LENGTH TO ALLOW FOR 1 y" EMBEDMENT AT SPACING SPECIFIED BY N.O.A. DOOR BUCK INSTALLATION SAME AS WINDOW WITHOUT SILL. BUCK @ MASONRY OPENINGS WINDOWS 2" X 4" P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH 3/16" DIA:. X 3 3/4" TAPCONS AT 12" O.C. ON THE SIDES AND ON THE TOP OF THE OPENING. - 1X BUCKS MAY BE USED ONLY W/ 3/16" DIA. TAPCONS @ 12" O.C. PENETRATING 1 1/2" MIN INTO THE MASONRY WALL MN WINDOW OPENING IN MASONRY WALL MAx DOOR OPENING IN MASONRY WALL BUCK ATTACHMENT OPTION (WINDOWS) 3/16"TAPCONSINTO PRE -MANUFACTURED HOLE PENETRATING INTO THE MASONRY WALL 1 1/2" MIN. 12" - MA%. �F DOORS - - 2X DOOR BUCKS SHALL BE ATTACHED WITH -47 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). PRODUCT APPROVAL SUBMITTAL AFFIDAVIT FOOTER DETAILS #5 CONTINUOUS FIBERMESH OR WELDED WIRE MESH SEE FOUN. NOTES z (2) #5 BARS CONTIN. FOOTING REBAR Fr (2) #5 BARS 11- N a ° III — to 1 11 11 i° 1 III FIBERMESH =11 OR W.W.M. III —III =III I hI _! — 11 f=I��I LI-111 I T—III I I I III=1 - —20"- 20" TYP. EXTERIOR CONT. TYP. EXTERIOR CONT. F1 MONOLITHIC FOOTING F2 CURB MONO -FOOTING 2-#5 BAR 2-#5 BAR 1/z" J-BOLT @ FIBERMESH 24" O.C. FIBERMESH EMBEDDED 7" OR W.W.M. OR W.W.M. IV 11 All I—� = I 1111I II I II I II 111 I - 11 r',_ 1 I I II I II 1 20" III 1 0" INTERIOR STEPPED INTERIOR STEPPED F3 MONOLITHIC FOOTING F4 MONOLITHIC FOOTING 14" FIBERMESH OR WELDED WIRE MESH N (2) #5 BARS CONTIN, . ° ' 4 tl.a CONTINUE FIBERMESH . --- a OR W.W.M. (NO JOINTS) II 1T= III III III=III I!1-11 �II T T II III -III" 1-#5 CONT. IIT8TII111111-1_I 3" MIN. COVER 20"' F5 MONOLITHIC TYP. GARAGE RECESS FOOTING F6 SHOWER SLAB RECESS FIBERMESH OR SEE FOUN. NOTES FrWELDED WIRE MESH FOOTING REBAR (2) #5 BARS •''. ,' `.' _ FIBERMESH III= =1T_ % NJ " WHEN OR W.W.M IIIII�IIIIIIIIII. IIHI c N L REQUIRED 1T-I BECAUSE I Tf= OF 1-#5 CONT 8„ 3" MIN. COVI R II IIH _P=III l^ _. I T 11 L=P ° 7f-iil-II'- GROUND -. ELEVATION "'_ .=,Il_im➢I=III- USE 20" FOOTER 'F7' F8 TYP. THICKENED EDGE EXTERIOR MONOLITHIC MONOLITHIC FOOTING F7 FOOTING (ALTERNATE) CIA 2' 15'-4" 13'-117" I� 11'-416 az'-8 16" Fi F1 F1------------------------------- --------- - - - - - - - II I I I I I I I I I I F1 D1 I 30' 4" THICK CONCRETE FLOOR F SLAB, 3,000 P.S.I. MIN. WITH TROWEL SMOOTH FINISH u / REINFORCED WITH WI.4/W1.4 W.W. MESH OR I FIBER MESH W/ 6 MIL VAPOR I BARRIER ON TREATED SOIL 10 O I 1 •O Ill 3' 4„ • RECES� SHOW R --/------------- - - - - F3 r �� F6 1' /II r K. - - - W, ------- F3 L- -- *(�------ UO I F3 1 w 11-------- F4 D_ 6' O ----� U] 8' I -----=--------------- L------- --- r---- F1 1 ( _ )/H 4" THICK CONCRETE FLOOR aSLAB, 3,000 P.S.I. MIN. WITH I TROWEL SMOOTH FINISH REINFORCED WITH IT-4" 14' PRODUCT BUILDING DESIGN ID PRODUCT MANUFACTURER MODEL # PRODUCT ,: GLASS DESIGN PRESSURE PSF ATTACHMENT METHOD APPROVAL # DESCRIPTION PRESSURE TYPE, SIZE, SPACING &EMBEDMENT EXTERIOR ENTRY EXTERIOR THERMA TRU CCR 820 035 CRAFT RUSTIC FL # 7347.1 NA +47 / -53 +30.0 / -32.8 # to z WOOD SCREWS OR GREATER EMBEDDED 1 3/8" INTO WOOD BUCK @ 6" FROM ENDS & DOOR SWINGING DOORS CORPORATION CLASSIC 13,75O.C.C. MAX.. ON EACH SIDE " IG-3/16" ANNEALED FRENCH DOORS EXTERIOR CUSTOM WINDOW FD-8750, FL# 14850.1 GLASS/LAMINATED EACH +70 / -70 +30.0 / -32.8 # 12 WOOD SCREWS OR 1/4" ELCO ULTRACON EMBEDDED 1 3/8" INTO WOOD BUCK @ 6" FROM ENDS & 17" SWINGING DOORS SYSTEMS IMPACT SIDE W/ /0.105 DUPONT O.C. ON THE SIDES W/ ONE @ MIDSPAN OF HEAD PVB INTERLAYER WINDOWS FIXED EASTERN ARCHITECTURAL 2466 FL# 14608.9 IG-3/16"ANNEALED GLASS/LAMINATED EACH +60 / -60 +33.5 / -36.3 # 10 SCREWS OR GREATER EMBEDDED 1 3/8" INTO WOOD BUCK @ 6" FROM ENDS & 9" O.C. ON THE SIDES IMPACT SYSTEMS SIDE W/ /0.075" SOLUTIA W/ 10}" MAX ACROSS THE TOP & BOTTOM SEA STORM INTERLAYER WINDOWS SINGLE HUNG EASTERNIG-3/16" 2461 FL# 14604-R4 ANNEALED GLASS/LAMINATED +50 / -50 +32.0 / -34.8 # 10 SCREWS OR GREATER EMBEDDED 1 3/8" INTO WOOD BUCK @ 6" FROM ENDS & EACH PREDRILLED IMPACT ARCHITECTURAL (14604.5) SIDESOLU IA MANUFACTURED HOLE SYSTEMS SEA STORM INTERLAYER GARAGE DOOR IMPACT OVERHEAD RAYNER GARAGE BUILDMARK FL# 15212.5 NA +39.3 /. -43.8 +28.2 / -31.5 ATTACHED W/ 5/16" X 1 3/4" HEX HEAD LAG SCREW @ EACH MANUFACTURERS TRACK BRACE GARAGE DOOR DOORS NO. P-3318 ROOFING METAL ROOFING GULF COAST SUPPLY & 26 GA. 5 V CRIMP FL# 11651.12 NA -156.5 +19.3 / -78.8 #9- 15 X 1.5" HWH WITH SEALING WASHER W/ MIN. 1/4" PENTRATION @ 12" O.C. ON 15/32" PLYWOOD SHEATHING MANUFACTURING, LLC. PORCH SOFFIT 0,08 VINYL KAYCAN LTD VINYL/PVC AND FL # 16503-R1 NON IMPACT -106.7/ -40 -104.9 ATTACHED F-CHANNEL TO WALL W/ MIN. 0.097" DIA HARDENED T-NAIL OR STUB NAIL INTO WALL (MAX. SPACING 24" ALUMINUM SOFFIT O.C.) & W/ 1 3/4" LONG X 0.072 DIA. @ EACH 1X3 FURRING 14'-8" 14' W1.4/W1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON TREATED SOIL I I (lJ w IL 1 O cn r I I 1 I L- - - - I I - F5 rf _ z' FOUNDATION PLAN SCALE: 1/4" = V-0" CALL BEFORE YOU DIG- DIAL 811 16' 2' 5' T -T, TxT X4 THICK CONCRE PAD OR PAVERS 20' 4ifr RE\ rSION REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC SMART DIGGING MEANS KNOWING WHERE UTILITY LINES ARE BURIED BEFORE YOU DIG IN ORDER TO PROTECT YOURSELF FROM INJURY AND PREVENT DAMAGE TO UNDERGROUND UTILITY LINES. ONE EASY CALL TO 811 STARTS THE PROCESS OF GETTING UNDERGROUND UTILITY LINES MARKED FOR FREE. CALLING 811 IN FLORIDA ROUTES YOU TO SUNSHINE STATE ONE CALL. YOUR UTILITY COMPANIES THEN SEND A PROFESSIONAL LOCATOR TO YOUR LOCATION TO MARK UNDERGROUND LINES WITHIN TWO FULL BUSINESS DAYS. ONCE THE LINES ARE MARKED, YOU WILL KNOW THE APPROXIMATE LOCATION OF YOUR UTILITY LINES AND CAN DIG SAFELY, 53'-4" TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE. Q 0 �I NI MI d'IN y 0 w Y U W x U I- w z 11,001- MOD ISO J 14nww NaIn @ �Jw LL 0 in Z O ID Ir wN U� C�Q J J 10 00 _c S OQ Q v-t m z� Q J Q � W 0 Q 0 W 00 G_ > 0 LLJ (f Ir U �> z�Jz W / 1 lJ o w i0 It V) I J W �Q z �D_ N N. SV/ \`e,00101 .CEN No 2 S _ ORID?'.• ' ro 61IV.I FL PE 82 #4 SHEET S I OF 4 18-826 ELECTRICAL LEGEND 110V RECEPTACLE 110V SWITCHED RECEPTACLE 110V RECEPTACLE ELEVATED 220V CONNECTION OR RECEPTACLE ® SMOKE DETECTOR �e DOOR BELL N PHONE LINE TELEVISION CABLE �- EXHAUST FAN EXHAUST FAN/LIGHT COMBO SENSOR FLOOD LIGHT CEILING LIGHT FIXTURE P PENDANT LIGHT/CHANDELIER WALL MOUNTED SCONCE Q MONOPOINT SPOTLIGHT R RECESSED LIGHT FIXTURE WEATHER PROTECTED LIGHT n GLAMOUR MIRROR LIGHTS CEILING FAN CEILING FAN WITH LIGHT PREWIRE FAN W/ LIGHT p ELECTRICAL PANEL CE;l ELECTRICAL METER SWITCH SWITCHING CONNECTION FLUORESCENT LIGHT UNDER CAB LIGHTING 0 GAR, DR. OPENER SWITCH 1711 GARAGE DOOR OPENER ELECTRIC NOTES: 1. ALL OUTLETS SHALL BE ARC -FAULT PROTECTED. 2. ALL ELECTRIC SHALL CONFORM TO THE CURRENT NATIONAL ELECTRIC CODE. 3. ELECTRIC METER PER LOCATION OF SERVICE POLE. 4. ATTIC ACCESS SHALL HAVE A SWITCH AND LIGHT. 5. SMOKE DETECTORS SHALL BE CARBON MONOXIDE DETECTORS (PER FLORIDA STATUES 553.885) AND BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND SHALL BE HARD WIRED IN EACH SLEEPING ROOM AND OUTSIDE IN THE HALL OF THE IMMEDIATE VICINITY OF THE BEDROOMS 6, EXTERIOR LIGHTS AND OUTLETS TO BE LOCATED IN FLAT OF EXTERIOR SIDING. EXTERIOR OUTLETS SHALL BE GFI (GROUND FAULT CIRCUIT INTERRUPTER) WITH WEATHER PROOF COVERS (WP). 7. KITCHEN GFI (GROUND FAULT CIRCUIT INTERRUPTER) OUTLETS ABOVE COUNTER SHALL BE LOCATED 44" OFF FINISH FLOOR (OFF). REFRIGERATE OUTLET SHALL BE 48" OFF. S. PROVIDE 2X4 BLOCKING OR EQUAL SUPPORT IN CEILING LIGHTS IN BEDROOMS & LIVING ROOM. 9. LOCATION OF FIXTURES AND/OR OUTLETS ARE SUGGESTED AND MAY BE ADJUSTED BY OWNER/ BUILDER BUT SHALL REMAIN WITHIN ALL LOCAL AND STATE GUIDE LINES. 10. TELEPHONE AND CABLE TV LOCATIONS ARE NOT SHOWN. 2-4/0 1-2/0 MCM THW AL. IN 2" IMC 120/240 10 3W NEMA 3R 200 AMP. 10K AIC ENCLOSED CIRCUIT BREAKER ONLY WHEN EXTERIOR UNIT IS REQ'D. ELSE: 200 AMP. MAIN BREAKER PANEL 120/240 10 3W NEMAI POWER CO. METER 200AMP. MLO FLUSH MOUNT PANEL RUN 1 44 CU RON AND LDD 2-4/0 1-2/0 MCM THIN AL. l WATER PILE SERVICE CABLE L NOTE: ALL ELECTRICAL MATERIALS AND INSTALATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRIC CODE, LOCAL ORDINANCES, FLORIDA POWER & LIGHT. ELECTRICAL RISER DIAGRAM. (N. S.) METAL ROOF ON PEEL-N-STICK ON 1/2" COX PLYWOOD - 2" X 4" PRE-ENGINEERED WOOD TRUSSES ON 24" CENTERS— R-30 INSULATION IN MAIN ATTIC HURRICANE STRAP @ EACH TRUSS METAL DRIP STRIP IX6 HARDI-FASCIA ON 2X4 SUB FASCIA STUCCO W/ CONTINUOUS 12" VENTED SOFFIT SEE DETAIL DOUBLE BOND BEAM W/ #5 BAR IN EACH COURSE PRE -CAST LINTELS ABOVE DOORS & WINDOWS PRECAST SILL STUCCO 1/2" DRYWALL ON FURRING ON ON FURRING STRIPS ON 3/4" PLUS=3 INSULATION ACHIEVESVES 5.0 THERMAL R-VALUE & 7.77 SYSTEM R-VALUE 4" CONCRETE SLAB W/6X6 10110 WWM ON 6 MIL. VAPOR BARRIER ON WELL COMPACTED, TREATED FILL #5 ROD W/ 10" HOOK IMBED MIN. OF 6" INTO FOOTER, SEE STRUCTURAL ENGINEERING LAYOUT FOR LOCATION AND SPACING. 20" W X 16" D FOOTING W/ 2 #5 REBAR CONT. W/ MIN. 3" COVER (SEE SHEET 2) 41'r TYPICAL WALL SECTION SCALE 1/2" = 1' 0" 5:12 TYPICAL ROOF 5/8 CEILING 5/8 CEILING T '� BOARD BOARD J SINGLE 2X4 TOP PLATE NAILED TO 29 TRUSSES I-16d NAIL PER TRUSS 1/2" DRYWALL NON ON EACH SIDE BEARING OF WALLS FRAMED WALL 2X4 STUD WALL @ 16" o? O.C. m I CEILING BOARD 2-2X12 #2 z SYP HEADER OVER DOOR 1/2" DRYWALL 2X4 STUD WALL @ 16" 8' 0" O.C. W/\ SPH4 @ 4' O.C. TOP & BOTTOM SINGLE 2X4 PT �^ BOTTOM PLATE W/ 8d CASE j HARDENED NAILS @ 18" CONCRETE O.C. SLAB --"- 11 - 2X4 NON -BEARING =m- rm- imIlFTm_„ni=ti SCALE: 1/4" = 1'-0" SAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS mm SAFE LOAD - POUNDS PER LINEAR FOOT ID TYPE LENOfiH 8U8 8F8-OB 8F12-08 BF16-OB 8F20-0B 8F24-08 8F28-08 BF32-OB BFB-18 8F12-18 BF16-IB 8F20-1B SF24-IB BF28-IB 8F32-18 A 2'-10" 34" PRECAST ( ) 2231 3069 4605 6113 7547 8974 10394 11809 3069 4605 6113 7547 8974 10394 11809 B S-6" (42") PRECAST 2231 3069 3719 5163 6607 8054 9502 10951 3069 4605 6113 7547 8974 10394 11809 C 4'-0" (48") PRECAST 1966 2561 2751 3820 4890 5961 7034 8107 2693 4605 6113 7547 8974 10394 11809 D 4'-6" (54' PRECAST 1599 1969 2110 2931 3753 4576 5400 6224 2189 4375 6113 7547 8672 10294 11809 E 5'-4" (64' PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547 X 73421 87331 10127(it. F 5'-10"(70� PRECAST 1062 1105 1173 1631 2090 2549 3009 3470 1451 2622 4360 7168ig 60361 7181 (it 8328 G 6'-6' (78� PRECAST 908 1238 2177 3480 3031 3707 4383 5061 1238 1 2177 3480 5381 8360 1039 8825 i� H T-6" (90') PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011k1729 2661 3898 5681 8467 6472 10I 9'-4" (112") PRECAST 554 699 1625 2564 3486 2818 3302 752 1843 2564 3486 4705 6390 J 10'-6"(126°) PRECAST 475 535 7247 2093 2777 2183 2536 60 1533 2093 2781 3643pe1 47541K 11'-4" (136') PRECAST 362 582 1366 1846 2423 3127 40085821366 1846 2423 3127 4008L 12'-0"(144') PRECAST 337 540 1254 1684 2193 2805 3552 540 873 1254 1684 2193 2805 3552 M 13'-4"(160') PRECAST Y96 471 755 1075 1428 1838 2316 2883 471 755 1075 1428 1838 2316 2883 N 14'-0"(168") PRECAST 279 424 706 ID02 1326 1697 2127 2630 442 706 1002 1326 1697 1 2127 2630 0 14'-6"(176") PRESTRESSED N.R. NR NR NR MR 45 8 783 1370 1902 2245 251517 2712 P 15'-4"(184") PRESTRESSED N.R MR MR MR MR MR MR MR. 412 710 1250 1733 2058 2320 2513 Q 17'-4"(208' PRESTRESSED N.R. MR MR MR MR MR MR 30 0 536 950 1326 1 1609 1849 2047 R 19'-4" (232") PRESTRESSED N.R. MR MR MR MR MR MR MR 235 418 750 1037 1282 1515 1716 S 21'-4" (256") PRESTRESSED N.R. MR MR MR MR MR MR MR 180 340 598 845 7114 1359 1468 T 22'-00(264") PRESTRESSED N.R. MR MR MR MR MR MR MR 165 315 550 784 1047 1285 1399 U 24'-00(288") PRESTRESSED N.R. MR MR MR MR MR MR 2 729 250 450 654 I 884 1092 I I­ SINGLE 2X4 PT BOTTOM PLATE W/ 8d CASE HARDENED NAILS @ 16" O.C. 2X4 PT ATTACHED TO MASONRY WALL W/ J" X 3" TAPCONS, 18" O.C. DOUBLE BOND BEAM W/ #5 BAR EACH COURSE 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. STAGGERED 2 1/4" FROMEDGES & 8" FROM ENDS SIMPSON HUS26 HANGER @ H2.5A @ EACH ,TRUSS DOUBLE 2X4 TOP PLATE NAILED TO TRUSSES 1-16d NAIL PER TRUSS 1/2" 3m 3 INSULATION ANCHOR BOLTS @ 21" O.C. SLAB 2X4 FRAMED BEARING WALL SECTION SCALE: 1/4" = V-0" 2X6 SPRUCE @ 24" O.C. FRAMED CRICKET ATTACHED AS VALLEY DETAIL 2" X 4" / PRE-ENGINEERED 1 WOOD TRUSSES ON 24" O.C., LEDGER DETAIL SCALE: 1/2" = V-0" LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END #5 REBAR AT TOP MIN. (1) REQUIRED •��61 1/2" COVER OF LINTEL CAVITY B" NOMINAL IN LINTEL (VARIES) F = FILLED WITH GROUT RF = RECESSED & FILLED W/GROUT / QUANITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-lB/lT QUANITY OF #5 REBAR AT TOP OF LINTEL L NOMINAL HT. NOMINAL WIDTH LINTEL INFORMATION DO NOT SCALE DRAWINGS FLOOR PLAN SCALE: 1/4" = 1'-0" LEGEND: PROVIDE VERTICAL #5 BAR AT EACH SIDE OF PROPOSED OPENINGS EXTERIOR MASONRY WALLS ARE DRAWN 8" O 2X4 FRAMED WALLS ARE DRAWN 3 1/2" ® INDICATES 2X4 FRAMED NON -BEARING WALL W/ R13 INSULATION EO INDICATES LENGTH OF LINTEL INDICATES OPENING DESIGN PRESSURES +37.4 -40.5 4" TABULATION LIVING AREA 1431 SQ FT GARAGE AREA 400 SQ FT REAR PORCH 160 SQ FT FRONT ENTRY AREA 113 SQ FT TOTAL AREA 2104 SQ FT CONDITIONED VOLUME 12,000 CU FT TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH .SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE. V, p O tY N - CL H n 0 F 0o a W � w U 3 ce 0 n a w ? O U 0 z W 7_ w W Z 0) �O� � O 4 J LoWW law N rJW rL a 0 O O WN U� N N J J rlaW 0_2 QNQ � d m OnO x Ld I1 W U) C2 U 0 z z W Um o Y w \/ I J W OQ F- a_ N 71111111// IN �CENS' •? ; •N a� n�(h� FL PE #421 SHEET S2 OF 4 1[:II:Y14 STRAP AND TIEDOWN SCHEDULE 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. 2X) DENOTES NUMBER OF FASTENERS REQUIRED AT SPECIFIC BEARING LOCATION. TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION TRUSS IDENTIFICATION BEARING JOINT UPLIFT REQUIRED TRUSS TO MASONRY BOND BEAM TRUSSTO WOODFRAMING A 10 17 657/736 META16 - H10A Al 9 16 645/749 META16 - H10A A2 9 16 645/749 META16 - H10A A3 9 16 645/749 META16 - H10A A4 10 17 645/749 META16 - H10A AS 10 17 $45/749 META16 - H10A A6 13 18 671/565 META16 - ATA 1 7 362/382 META16 - ATB 8 1 315/373 META16 - HUS26 B 9 16 562/673 META16 - Bl 10 18 592/673 META16 - B2 13 18 671/565 META16 - B3 17 10 798/744 META16 B4 18 10 796/744 META16 - B5 19 12 799/744 META16 - G 13 9 495/430 META16 - GRA 10 18 2806/2524 VGT G GR8 19 11 2777/2724 VGT VGT GRE 1 6 1221/1221 META16 GRG 12 8 1455/1399 HETA16 31 J3 JS J7 JE 3 4 5 245/128/326 META16 - 3 T. TUC37CANOP AN BEESUB, KJ7 3 4 1 104/416/417 META16 - LTHjA28 0TL9A26 B a T. MV2 1 2 19/35 VTCR MV4 1 3 47/76 VTCR MV6 4 5 55/157 VTCR V 1 3 50/50 VTCR VS 1 1 3 1 4 77/77/102 VTCR V12 1 1 3 1 4 103/103/207 VTCR 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. 1/2" J-BOLTS OR: HILTI KBII 12-512 KWIKBOLTS, U.S. ANCHOR W1254, RAWL-STUD 7424 W/2" DIA. X 1/8" WASHERS FRONT ELEVATION SCALE: 1/4" = V-0" REAR ELEVATION SCALE: 1/4" = 1'-0" A a -I NI MI'tILol� Z C)o } 2 O V) D_ -j H M ¢ v ¢ w w Of 0 U U W z w tr x ¢ z_ W Z (000H now N O z � L0J oww IO� N n LL rJW rWo_ all zO WN �J M �Q NJJ �o_W co OQ Q m0 2"X6" P.T. ON ROUGH OPENING O �� (4) 1/2" BOLTS REQUIRED (%� ((� REFER TO GARAGE DOOR " ' U ) MANUFACTURER FOR/ J BOLT SPACING / — O 10' BEARING 12 O Q 1' —' 5 '— // 8' BEARING Q I o I 1 2" X 4" PRE-ENGINEERED WOOD TRUSSES ON 24"CENTERS W a a e a as z OVERHEAD GARAGE DOOR BUCK CONNECTION ON MASONRY DETAIL_ 1X2 PT ON 1X6 2X4SUBFASCIAN COMMON TRUSS CT) LEFT ELEVATION - Q DETAIL TO THE LEFT WHERE H MEETS RIDGE BETWEEN TRUSSES, INSTALL SIMULATES TRUSS PLAN, SCALE: 1/4" = V-0" TO BE CUT TO MATCH SLOPE). N IL WITH 312 RIDGE BOARD TO ACCEPT HIP CATS (16d NA2 X 12 ILS PER ND NEED CORRELATES TRUSS CONTINUOUS VINYL WALL SUPPORT IDENTIFICATION TO \ SOFFIT VENT W/ DOUBLE BOND BEAM W/ HIP CATS SHALL BE CONNECTORS / STUCCO SOFFIT #5 BAR IN EACH COURSE CONTINUODUS TO RIDGE z f - J I ' W/ (2) 1 NAILS PER END HIP TRUSS (HT) W — Q' m CONTINUOUS VINYL U p SOFFIT VENT T }- HIP TRUSSES _ STUCCO SOFFIT 12" SOFFIT DETAIL TX HIP GIRDERI TRUSS G /\ 12 LL �/� j SCALE: 3/4" = 1' O NAIL HIP JACK TRUSSES W/ Q TOP CHORD 2- #10 COMMON 8' BEARING LLJ Z BOTTOM CHORD 2-#10 COMMON I(V SUB -FASCIA BOARD „ILL �i TRUSSES @ 24"O.C. 11 +33.5 -36, ``L1\11111111 /�',, 1X3 FURRING @ 16" O.C. ROOF SHEATHING TO BECARRIED OVER 2 SPANS `��O�.NJ••`S•M/T ATTACHED TO TRUSSES - MINIMUM @ ALL LOCATIONS W/ 2-8d NAILS (ADD BLOCKING 2' O.C. AS 1 - 2 NEEDED) NAIL END OF JACK TRUSSES W/ HIP JACK TRUSS (HJT) - �+r+A 2"X4" CONTINUOUS BLOCKING REQUIRED +32.0 -34. •AUG 9i 12' OR 16" WIDE 4" OR 6" GROOVED/ 4' UP FROM ROOF EDGE, NAILED W/ TOP CHORD 3- 16d COMMON 2-16d @ EACH END. 1st SHEET ROW FROM BOTTOM CHORD 3-16d COMMON 16d NAIL HAS A MAXIMUM 0 • p' VENTED ALUM. SOFFIT .019 ga. OR EDGES SHALL BE FULL 4'X 8' SHEETS. LATERAL RESISTANCE OF VINYL .046" ROBF SHEATHING A AND @NAILED ON THE ON 1081bs. �� gFlQ,Na ga. ATTACHED W/ (1) RIGHT ELEVATION 11/4" ALUM ROOFING NAIL OR (1) #10 REMAINING EDGES.(BLOCKING MAY BE X 1 PANCAKE HEAD SCREW PER INSTALLED ON THE FLAT OR ON EDGE.) SCALE: 1/4" = V-0" TO THE BEST OF MY KNOWLEDGE, THIS SHEET INTERSECTION @ NAILERBEEN JACK TRUSS CONNECTION @ HIP AND GIRDER TRUSSES SIGNED IN COMPLIES EWITH SECTION DESIGNED IN ACCORDANCE WITH SECTION PORCH CEILING DETAIL 16o9oFTHE zoCODE. FLORIDA BUILDING CODE. SCALE: 3/4" = V OF 4 GENERAL NOTES FOUNDATION NOTES IQ a 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE ATVARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE ENGINEER IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ADJUSTED AS PROVIDED FOR CHANGES IN THE WORK. 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE FIFTH EDITION OF THE (2017) 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. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED AND SHALL BE PERMITTED AT THE LOCAL OFFICE, COUNTY OR CITY. THE RESULT OF NOT OBTAINING A BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELEASE ALL RESPONSIBILITY FOR THIS PROJECT FROM THE ENGINEER OF RECORD. CONTACTOR IS RESPONSIBLE FOR A FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT. 4. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH LAWS, ORDINANCES, RULES AND RUGULATIONS, AND WITHOUT SUCH NOTICE TO THE ENGINEER, HE SHALL BEAR ALL COSTS ARISING THEREFROM. 5. THESE PLANS WERE DESIGNED FOR THE CONTRACTOR/OWNER TO BE PERMITTED AT THE LOCAL AGENCY (BUILDING DEPARTMENT AND SHOULD BE FOLLOWED AS INSTRUCTED. THE RESULT OF NOT OBTAINING A BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELISH ALL RESPONSIBILITY FROM THE ENGINEER OF RECORD. 6. 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. DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 1. BUILDING CATEGORY II 2. FLORIDA BUILDING CODE 6TH EDITION (2017) 3. BUILDING DESIGN IS ENCLOSED 4. MEAN ROOF HEIGHT IS 12' 5. ROOF PITCH 5/12 DEGREES 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 7. WIDTH OF END ZONE A = 3.3' S. ULTIMATE WIND SPEED IS 160 MPH 9. WIND EXPOSURE CLASSIFICATION: C 10. ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT = 1.00 11. COMPONENT & CLADDING ULTIMATE WIND PRESSURE ON ROOF: COMPONENT & CLADDING NOMINAL WIND PRESSURE ON WALL: COMPONENT & CLADDING WIND PRESSURE ON SOFFITS: (SEE CHART ON RIGHT ON THIS PAGE) 12. LOADS: FLOOR 40 PSF ROOF/DEAD 17 PSF ROOF/LIVE 20 PSF WALL 18 PSF 13. SHEAR WALLS WERE CONSIDERED 14. A CONTINUOUS LOAD PATH WAS PROVIDED 15. COMPONENT & CLADDING DETAILED 16. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF PRESUMPTIVE WALL WIND DESIGN ZONES SCALE:NTS CONCRETE NOTES 1. ENGINEER OF RECORD MUST BE NOTIFIED WITHIN 48 HOURS OF PLACING CONCRETE. END ZONE s Is WITHIN A DISTANCE of 3.33' FROM BUILDING/ROOF CORNERS = (a) 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 INCHES PLUS OR MINUS ONE INCH. 5. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES.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 6.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS & FEET (IF EXPOSED TO EXTERIOR ELEMENTS) 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 @ T-O" O.C. EACH WAY 8. THE MINIMUM CONCRETE COVERAGE SHALL MEET ACI318, LATEST EDITION REQUIREMENTS. MINIMUM COVER FOR CAST IN PLACE AGAINST EARTH: 3" 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 SHALL 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. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. 13. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC.) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 14. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS. 15. SOILS SHALL BE TREATED. COMPONENT & CLADDING NOMINAL PRESSURES ASCE 7-10 (160 MPH - EXP. 'C'- Vasd) (ADJUSTMENT FACTOR 1.21) ROOF SLOPES 2.5/12 TO 6/12 (HEIGHT < 15') EFFECTIVE AREA (SQ. FT.) ZONE o < 10 11 < 20 zl < so 51 < 100 101 < soo 1 +19.3 -30.6+17.6 -29.8 +15a +13.6 -27.7 0 0 2 +19.3 -53.3 +17. -49.0 +15 +13.6 -39.1 3 +19.3 -78.8+17.6 -73.6 +15 +13.6 -61.8 wz 2 -62.4 -62.4 -62.4 -62.4 p= 3 -104.9 -94.6 -81.1 -70.9 4 +33.5 -36,3+32.0 -34.8 +30.0 -32.8 +28.5 -31.3 +24.9 27.8 a 5 +33.5 -44,8+32.0 -41.8 +30.0 -37.8 +28.5 -34.8 +24.9 27.8 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. ROOFING NOTES 1. ROOFING MATERIAL SHALL BE ATTACHED PER MANUFACTURERS SPECIFICATIONS TO MEET THE DESIGN CRITERIA PRESCRIBED IN THESE PLANS. TIMBER NOTES 1. 5 6 7 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 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. ROOF TRUSSES SHALL NOT BE DELIVERED TO THE CONSTRUCTION SITE MORE THAN 3 DAYS PRIOR TO INSTALLATION, AND SHALL BE STORED IN ACCORDANCE WITH TPI-95. 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 CHORD. MAX. LENGTH OF BOTTOM CHORD SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP. ALL VALLEY SETS SHALL BE FRAMED WITH VALLEY SET TRUSSES AND ATTACHED TO TRUSSES BELOW PER SPECIFIED STRAPPING @ 6' O.C. MAX. ROOF PLYWOOD SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD BETWEEN TWO TRUSSES FOR ACCESS. IN ADDITION TO THE DESIGN LOADS LISTED, THE TRUSSES SHALL BE DESIGNED FOR ADDITIONAL LOADS WHERE APPLICABLE (I.E. A/C EQUIPMENT, ETC.) DESIGN BOTTOM CHORDS FOR ATTIC TRUSSES FOR LIVE LOAD PER 2007 FBC R301.5. TRUSSES SUPPORTING MECHANICAL EQUIP. SHALL BE DESIGNED FOR (2) 100 LB POINT LOADS T APART LOCATED ANYWHERE ON THE TOP CHORD. TRUSSES MUST BE CONFIGURED TO PROPERLY ATTACH ALL HANGERS SHOWN ON PLANS OR IN SHOP DRAWINGS. TRUSS ENGINEER MUST SPECIFY ALL TRUSS TO TRUSS CONNECTIONS. 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. ROOF SHEATHING SHALL BE A MIN. OF 1/2" COX SPAN RATED STRUCTURAL PLYWOOD, INSTALLED WITH FACE GRAIN PERPENDICULAR TO ROOF FRAMING WITH 10d 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 AND PANEL SHEATHING CLIPS SHALL BE INSTALLED ON ROOF PLYWOOD. 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, 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 MASTER BEDROOM BAY. WINDOW BUCKS AND BOTTOM PLATES AGAINST CONCRETE SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL. 2X4 STUD BEARING WALLS SHALL BE PLACED AT 16" O.C. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED, ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT SPLIT THE WOOD. GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 11 12 CONCRETE MASONRY NOTES 13. 14. 15. 1. ALL MASONRY BLOCK SHALL CONFORM TO THE REQUIREMENTS OF ASTM C90 FOR LOAD BEARING CONCRETE MASONRY. 16. 1.1. MIN. PRISM STRENGTH OF 1500 PSI W/ 3/8" MORTAR JOINTS. 17. 2. ALL MORTAR SHALL BE A MINIMUM TYPE M OR S MORTAR 18. 3. UNLESS SPECIFICALLY SHOWN OTHERWISE PROVIDE "DUR-O-WALL" TRUSS TYPE REINFORCING IN EVERY OTHER COURSE (16" O.C.) 19. 4. ALL LAP SPLICES MUST BE 48 BAR DIAMETERS. 20. 5. WHERE INDEPENDENT CONCRETE COLUMNS ARE ABUTTED BY MASONRY WALLS, PROVIDE DOVETAIL ANCHORS FOR THE FULL HEIGHT OF THE COLUMNS 21. 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 22. 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. 23. 7. ALL 8" EXTERIOR CMU WALL SHALL BE REINFORCED WITH #5 VERTICAL REINFORCING BARS WHERE SHOWN ON ARCHITECTURAL PLANS AT CENTER OF GROUTED 24. 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 25. 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 26. 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. 27. S. PROVIDE BOND BEAM PER PLANS AROUND PERIMETER OF THE BUILDING @ THE TOP OF ALL WALLS AND AT JOIST BEARING. 28. 8.1. BOND BEAM TO HAVE A MINIMUM OF (2) #5 BARS OR (1) #7 BAR TOP AND BOTTOM (UNLESS OTHERWISE NOTED). 29. 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. 30. 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. 31. 12. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON XP22" WITH THREADED ROD. 32. 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION. 33. 34. WEATHERING AREA IS NEGLIGIBLE TERMITE AREA IS VERY HEAVY PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED TERMITICIDES. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. HEATING IS REQUIRED FOR THIS STRUCTURE. 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. ALL EXIST DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING. 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. 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, INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. ALL EXPOSED ATTIC INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX (IN ACCORDANCE WITH ASTM E 970) NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. 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. 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. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR OPENING. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED. ALL FRAMED BEARING WALLS SHALL HAVE A MINIMUM OF 2 - 2"X12" #2 SOUTHERN YELLOW PINE HEADERS W/ 3(8"TO 1/2" PLYWOOD BETWEEN. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE DESIGN CRITERIA. SHUTTERS OR IMPACT GLASS IS REQUIRED FOR PROTECTION OF OPENINGS FOR THIS RESIDENCE PER SECTION R301.2.1.2 OF THE FLORIDA RESIDENTIAL BUILDING CODE. INTERIOR AND BEARING AND NON -BEARING FRAMED WALLS SHALL USE STUD GRADE LUMBER SPACED AT 16" O.C.. FRAMED BEARING WALLS SHALL BE BRACED WITH 2X4'S @ A MAXIMUM OF 8' O.C. ROOF SHEATHING SHALL BE 1/2" COX AND HAVE A SPAN RATING OF 16/24 AND NAILED WITH IOD NAILS RING OR SCREW TYPE NAILS (2 1/2" X .131") AT 4" O.C. ON THE SEAMS AND 6" O.C. IN THE FIELD. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177, C1178, C1278, C1395 OR C1396 AND SHALL IN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA RESIDENTIAL BUILDING CODE. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C557. 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 WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. ACCESS OPENING SHALL BE A MINIMUM OF 16" X 24" AND SHALL NOT BE UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED COMMON NAILS OR BETTER. OF FRAMED WALL AT 16 O.C,. HEADERS OVER 4 SHALL B ALL BEARING WALLS SHALL HAVE A SIMPSON SPH4/6 PLACED TOP AND BOTTOME STRAPPED TO JACKS W/ SIMPSON MSTA24 AT ENDS W/ 8-10d NAILS PER SIDE. HEADERS UNDER 4' SHALL BE STRAPPED W/ SIMPSON LSTA18 W/ 7-10d NAILS PER END. EACH JACK SHALL HAVE A H2.5A @ THE BOTTOM PLATE. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE MANUFACTURER. ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTIC FIELD. THERE SHALL BE A SELF CLOSING 20 MINUTE FIRE -RATED DOOR BETWEEN THE GARAGE AND THE LIVING AREA TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE, z O h -I NJ nit In r 0 0 a -j F z 0 m o V 3 0 0 a w O = V O z Ld LJ__ z I- w z (D00� M0D N �O N J nww Na@ J �L`0- In 0 Q wN UM N N J J No _L *:Z QCIA OQ y C) LLJ 0)0 Ld V1 Q W � LLJ 0 0 W V) U�j� z��� W _m z U0 U Ld V / W O J z oN%%j II1111/ // nD N. S.,_�� •AUG A 2019 STATE OF SH S4 OF 4 18-826 1 . 1.: 'A 0 O u i a PORCH DETAIL '-" '-' '- -"' -III=III=1 I I=I I II u d I -I I -I I-1 I I- 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 STUCCO. FILL ALL CORNERS W/ FLASHING OR DUPONT SEAIANT 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 1A CONSTRUCTION ADHESIVE. FOR DOUBLE BUCK INSTALLATION, BUCKS ARE TO BE FULLY BONDED TO EACH OTHER. 3. FASTENERS ARE TO BE 1/4"0 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 %" P.T. SHIM IS USED, WINDOW FRAME SHALL BE SECURED TO CONRCETE OR MASONRY WITH KV TAPCONS OF SUFFICIENT LENGTH TO ALLOW FOR 1Y4" EMBEDMENT AT SPACING SPECIFIED BY N.O.A. DOOR BUCK INSTALLATION SAME AS WINDOW WITHOUT SILL. BUCK @ MASONRY OPENINGS 6"� WINDOWS - 2" X 4' P.T. WINDOW BUCKS SHALL BE ATTACHED TO THE MASONRY WALL WITH 3/16" WINDOW 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 WALL MASONRY °= WALL BUCK ATTACHMENT OPTION (WINDOWS) 3/16"TAPCONSINTO PRE -MANUFACTURED HOLE PENETRATING INT THE MASONRY WALL 1 1/2" MIN. L 12" MA% 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 IAMB 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). PRODUCT APPROVAL SUBMITTAL AFFIDAVIT PRODUCT ID PRODUCT MANUFACTURER MODEL# CCR 820 035 APPROVAL Ill 7347 1 EXTERIOR THERMA TRU EXTERIOR ENTRY SWINGING DOORS CORPORATION CLASSIC CRAFT RUSTIC DOOR - FRENCH DOORS EXTERIOR CUSTOM WINDOW FD-8750, FL# 14850.1 SWINGING DOORS SYSTEMS IMPACT WINDOWS FIXED EASTERN ARCHITECTURAL 2466 FL# 14608.9 IMPACT SYSTEMS 2461 Ill14604-R4 WINDOWS SINGLE HUNG EASTERN ARCHITECTURAL IMPACT SYSTEMS (14604.5) _ GARAGE DOOR IMPACT OVERHEAD RAYNER GARAGE BUILDMARK FL# 15212.5 GARAGE DOOR DOORS NO. P-331S ROOFING METAL ROOFING GULF COAST SUPPLY &MANUFACTURING, 26 GA.S V CRIMP FL# 11651.12 LLC. VINYUPVC AND ;ALUMINUM SOFFIT FL # 16503-R1 PORCH SOFFIT 0.08 VINYL KAYCAN LTD FOOTER DETAILS FIBERMESH OR WELDED WIRE MESH SEE FOUN. NOTES FOOTING REBAR (2) #5 BARS il 20" TYP. EXTERIOR CONT. F2 F1 MONOLITHIC FOOTING 245 BAR -i #5 CONTINUOUS (2) #5 BARS CONTIN. a y` II=III FIBERMESH 14. a III-_ OR W.W.M. TYP. EXTERIOR CONT. CURB MONO -FOOTING 245 BAR -i Y2" J-BOLT @ FIBERMESH FIBERMESH 24" O.C. OR W.W.M. OR W.W.M. EMBEDDED 7" N N 20" 1 1 1. 20" INTERIOR STEPPED F4 F3 MONOLITHIC FOOTING 14" FIBERMESH OR WELDED WIRE MESH #5 BARS CONTIN. INTERIOR STEPPED MONOLITHIC FOOTING CONTINUE i FIBERMESH 7 OR W.W.M. - .1 <, (NO JOINTS) i_IL1 ll. L1 ll1--Ili- lui I' III=III �-III T" u ll Ti= 1-#5 ON �'B.II u 3" MIN. COVER 20" TYP. GARAGE RECESS F5 MONOLITHIC FOOTING F6 SHOWER SLAB RECESS FIBERMESH OR WELDED WIRE SEE FOUN. NOT FOOTING REBA (2) #5 BARS WH 8" a J. ID -I RE N +II-11-Ill II �IJJL1f BE II -II -I III III I OF -11-j-_I ll III=LI1 II'- GR ,Call m IW IIJ IIII q ° EL -i T-ill Jll US 20" FO EXTERIOR MONOLITH F7 FOOTING (ALTERNAT MESH ES R EN QUIRED CAUSE OUND EVA-EON E OTER IC E) FIBERt L"-I-Y=1T,-.: OR W.W.M -_I7-III-II III-W - 1-#5 CONfi. -�BIF 3" MIN. COVER F8 TYP. THICKENED EDGE MONOLITHIC FOOTING 53'-4" 98 8 5' T-7 TxT X4" THICK 7NCRETE PAD OR PAVERS 20' 22'-BIB " 11'-416.1 CppE �OWr u�'(Y �� • �� ^ �� 13'-11211 COPI F1 F1 -------------- - - - - - - - - - - - ---- ---------------------F1----, I I I I I I I I I I F1 4" THICK CONCRETE FLOOR 30' FFD1 SLAB, 3,000 P.S.I. MIN. WITH TROWEL SMOOTH FINISH REINFORCED WITH W1.4/W1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR BARRIER ON TREATED SOIL I I � I I O. I I 1 3' 1 ^� 4" �J ECESS � SOWER /----aF -----------�-- F6 s l 1 - U --- -•-- -- _jLU F3 F31 OL -- --- - 0 6' I I 4" THICK CONCRETE FLOOR SLAB, 3,000 P.S.I. MIN. WITH 'TROWEL SMOOTH FINISH REINFORCED WITH W1.4/W1.4 W.W. MESH OR FIBER MESH W/ 6 MIL VAPOR - BARRIER ON TREATED SOIL II I I I I : I ICU LU 0- O � I I I 1 I I I I I �- - - - - - ------LI F5 2 2 PRODUCT BUILDING DESIGN GLASS DESIGN PRESSURE PSF ATTACHMENT METHOD DESCRIPTION PRESSURE TYPE, SIZE, SPACING &EMBEDMENT NA +47 / -53 +30.0 / -32.8 # 10 X 2 1/2" PFH WOOD SCREWS OR GREATER EMBEDDED 1 3/8" INTO WOOD BUCK @ 6" FROM ENDS & 13.75" O.C. MAX. ON EACH SIDE IG-3/16" ANNEALED GLASS/LAMINATED EACH +'70 / -70 +30.0 / -32.8 # 12 WOOD SCREWS OR 1/4" ELCO ULTRACON EMBEDDED 1 3/8" INTO WOOD BUCK @ 6" FROM ENDS & 17" SIDE W/ /0.105 DUPONT O.C. ON THE SIDES W/ ONE @ MIDSPAN OF HEAD PVB INTERLAYER IG-3/16" ANNEALED GLASS/LAMINATED. EACH +60 / -60 +33.5 / -36.3 # SO SCREWS OR GREATER EMBEDDED 1 3/8" INTO WOOD BUCK @ 6" FROM ENDS & 9" O.C. ON THE. SIDES SIDE W/ /0.075" SOLUTIA W/ 10l MAX ACROSS THE TOP & BOTTOM SEA STORM INTERLAYER IG-3/16" ANNEALED GLASS/LAMINATED EACH +50 / -50 +32.0 / -34.8 # 10 SCREWS OR GREATER EMBEDDED 1 3/8" INTO WOOD 13UCK @ 6" FROM ENDS & EACH PREDRILLED SIDE W/ /0.075" SOLUTIA MANUFACTURED HOLE SEA STORM INTERLAYER NA +39.3 / -43.8 +28.2 / -31.5 ATTACHED W/ 5/16" X 1 3/4" HEX HEAD LAG SCREW @ EACH MANUFACTURERS TRACK BRACE -156.5 +19.3 / -78.8 #9- 15 X 1.5" HWH WITH SEALING WASHER W/ MIN. 1/4" PENTRATION @ 12" O.C. ON 15/32" PLYWOOD SHEATHING NA NON IMPACT -106.7/ -40 -104.9 ATTACHED F-CHANNEL TO WALL W/ MIN. 0.097" DIA HARDENED T-NAIL OR STUB NAIL INTO WALL (MAX. SPACING 24" O.C.) & W/ 1 3/4" LONG X 0.072 DIA. @ EACH 1X3 FURRING 16' 14'-8' 14' FOUNDATI(- PLAN SCALE: 1/4" = 1'-0" 13'-4" 14' 36' 2' 15'-4" FDOH in St Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # - F- & Well # � Vct �p Date: i Reviewer: A, CALL BEFORE 'Ni'l DIG- DIAL 811 SMART DIGGING MEATS KNOWING WHERE UTILITY LINES ARE BURIED BEFORE YOU DIG IN ORDER TO PROTECT YOURSELF FROM INJURY AND PREVENT DAMAGE TO UNDERGROUND UTILITY LINES. ONE EASY CALL TO 811 STARTS THE PRO:.-ESS OF GETTING UNDERGROUND UTILITY LINES MARKED FOR FREE. C-iLLING 811 IN FLORIDA ROUTES YOU TO SUNSHINE STATE ONE CALL. YOUR UTILITY COMPANIES THEN SEND A PROFESSIONAL LOCATOR TO YOUR LOCATION TO MARK UNDERGROUND LINES WITHIN TWO FULL BUSINESS DAS. ONCE THE LINES ARE MARKED, YOU WILL KNOW THE APPROXIMATE LOCATION OF YOUR UTILITY LINES AND CAN DIG SAFELY. O s '111•-I Nl nl alias W 0 0 J O- H M z 0 Q � W 0 0 W J z O U � v01 zw -- z 0=O Cn inWW (� NaM rJW rWa z F N 00 z00 U v / zO rn WN U� C14 NJJ yaw + 0 0 LI v$M 00 0' w z� Q Q W 00 0 LL W (J1 O U ; o Z �� z �m o J/ J LLI O Q z V) ``�I1Inlu1,,� IDD N. 9 ;70 1 STATE OF ORIOPAL �'��� � OEI I 92082 TO THE BEST OF MY KNOWLEDGE, THIS SHEET STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE. OF 4 ro �3, r s � � ELECTRICAL LEGEND It 110V RECEPTACLE 110V SWITCHED RECEPTACLE 110V RECEPTACLE ELEVATED 220V CONNECTION OR RECEPTACLE ® SMOKE DETECTOR �B DOOR BELL N PHONE LINE I{al TELEVISION CABLE �- EXHAUST FAN EXHAUST FAN/LIGHT COMBO SENSOR FLOOD LIGHT CEILING LIGHT FIXTURE PENDANT LIGHT/CHANDELIER ¢s WALL MOUNTED SCONCE MONOPOINT SPOTLIGHT R RECESSED LIGHT FIXTURE WEATHER PROTECTED LIGHT �OQ GLAMOUR MIRROR LIGHTS CEILINGFAN CEILING FAN WITH LIGHT PREWIRE FAN W/ LIGHT p ELECTRICAL PANEL ELECTRICAL METER SWITCH SWITCHING CONNECTION FLUORESCENT LIGHT UNDER CAB LIGHTING 0 ❑ GAR. DR. OPENER SWITCH GARAGE DOOR OPENER ELECTRIC NOTES: 1. ALL OUTLETS SHALL BE ARC -FAULT PROTECTED. 2. ALL ELECTRIC SHALL CONFORM TO THE CURRENT NATIONAL ELECTRIC CODE. 3. ELECTRIC METER PER LOCATION OF SERVICE POLE. 4. ATTIC ACCESS SHALL HAVE A SWITCH AND LIGHT. 5. SMOKE DETECTORS SHALL BE CARBON MONOXIDE DETECTORS (PER FLORIDA STATUES 553,885) AND BE LISTED IN ACCORDANCE WITH UL 217 AND INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF THIS CODE AND SHALL BE HARD WIRED IN EACH SLEEPING ROOM AND OUTSIDE IN THE HALL OF THE IMMEDIATE VICINITY OF THE BEDROOMS 6. EXTERIOR LIGHTS AND OUTLETS TO BE LOCATED IN FLAT OF EXTERIOR SIDING. EXTERIOR OUTLETS SHALL BE GFI (GROUND FAULT CIRCUIT INTERRUPTER) WITH WEATHER PROOF LOVERS (WP). 7. KITCHEN GFI (GROUND FAULT CIRCUIT INTERRUPTER) OUTLETS ABOVE COUNTER SHALL BE LOCATED 44" OFF FINISH FLOOR (OFF). REFRIGERATE OUTLET SHALL BE 48" OFF. 8. PROVIDE 2X4 BLOCKING OR EQUAL SUPPORT IN CEILING LIGHTS IN BEDROOMS & LIVING ROOM. 9. LOCATION OF FIXTURES AND/OR OUTLETS ARE SUGGESTED AND MAY BE ADJUSTED BY OWNER/ BUILDER BUT SHALL REMAIN WITHIN ALL LOCAL AND STATE GUIDE LINES. 10. TELEPHONE AND CABLE TV LOCATIONS ARE NOT SHOWN. 2-4/0 1-2/0 MCM THW AL IN 2" IMC 120/240 10 3W NEMA 3R 200 AMP, 10K AIC ENCLOSED CIRCUIT BREAKER ONLY WHEN EXTERIOR UNIT IS REQ'D, ELSE: 200 AMP. MAIN BREAKER PANEL 120/240 10 3W NEMAI POWER CO. METER FLUSH MOUNT RUN 1 #4 CU TO 5/8" GROUND RON AND COLD I 2-4/0 1-2/0 MCM THW AL. WATER PIPE SERVICE CABLE NOTE: ALL ELECTRICAL MATERIALS AND INSTALATIONS SHALL COMPLY WITH APPLICABLE PROVISIONS OF THE NATIONAL ELECTRIC CODE, LOCAL ORDINANCES, FLORIDA POWER & LIGHT. ELECTRICAL RISER DIAGRAM. (N. S.) METAL ROOF ON PEEL-N-STICK ON 1/2" CDX PLYWOOD - 2" X 4" PRE-ENGINEERED WOOD TRUSSES ON 24" CENTERS- R-30 INSULATION IN MAIN ATTI( HURRICANE STRAP @ EACH TRUSS METAL DRIP STRIP 1X ONX4SU FASCIA 2X4 SUB FASCIA STUCCO W/ CONTINUOUS 12" VENTED SOFFIT SEE DETAIL DOUBLE BOND BEAM W/ #5 BAR IN EACH COURSE PRE -CAST LINTELS ABOVE DOORS & WINDOWS PRECAST SILL STUCCO 1/2" DRYWALL ON FURRING ON ON FURRING STRIPS ON 3/4" R-MATTE PLUS-3 INSULATION ACHIEVES 5.0 THERMAL R-VALUE & 7.77 SYSTEM R-VALUE 4" CONCRETE SLAB W/6X6 10/10 WWM ON 6 MIL. VAPOR BARRIER ON WELL COMPACTED, TREATED FILL #5 ROD W/ 10" HOOK IMBED MIN. OF 6" INTO FOOTER. SEE STRUCTURAL ENGINEERING LAYOUT FOR LOCATION AND SPACING. 20" W X 16" D FOOTING W/ 2 #5 REBAR CONT. W/ MIN. 3" COVER (SEE SHEET 2) 4" TYPICAL WALL SECTION SCALE 1/2" = 1' 0" 5:12 TYPICAL ROOF 5/8 CEILING BOARD -BFy-11P9�8�1� � 1�0- 'IiIk3BE-,B _JL, II;�IhII „-,8'E3'9,�11� CAFE GRAVITY LOADS FOR 8" PRECAST & PRESTRESSED U-LINTELS o(lu SAFE LOAD - POUNDS PER LINEAR FOOT ID TYPE LENaTH 8U8 W8-0B 8F12-OB 8F16-08 8F20-08 BF24-08 8F28-00 BF32-OB BF8-1B 8F12-1B BFi6-18 8F20-18 BF24-IB 8F28-1B BF32-IB A 2'-10" (34") PRECAST 2231 3069 4605 6113 7547 1 8974 1 10394 11809 3069 4605 6113 7547 1 8974 1 10394 11809 B 3'-6" (42") PRECAST 2231 3069 3719 5163 6607 1 8054 1 9502 10951 3069 4605 6113 7547 1 8974 1 10394 11809 C 4'-0' (48") PRECAST 1966 2561 2751 3820 4890 1 5961 7034 8107 2993 4605 6113 7547 1 8974 10394 11809 D 4'-6" (54") PRECAST 1599 1969 2110 2931 3753 1 4578 5400 6224 2189 4375 6113 7547 8672 10294 11809 E 5'-4" (64 PRECAST 1217 1349 1438 1999 2560 3123 3686 4249 1663 3090 5365 7547A 73421 8733, 10127 F 5'-10" (701 PRECAST 1062 1'05 1173 1631 2090 1 2549 3009 3470 1451 2622 4360 7168 6036p 71810 8328 G 6'-6" (78' PRECAST 908 12M 2177 3480 3031 3707 4383 5061 1.38 2177 3480 5381 8360 1039A 8825 " H 7'-6" (90' PRECAST 743 1011 1729 2632 2205 2698 3191 3685 1011 1729 2661 3898 5881 8467 a 6472 I I 9'-4" (112") PRECAST 554 699 1160 1625 2564 3486 2818 3302 b2 1245 1843 2564 3486 4705 6390 J 10'-6" (126') PRECAST 475 535 890 1247 2093 2777 2163 2536 643 1052 1533 2093 1 2781 3643A 4754 K 11'-4" (136� PRECAST 362 582 945 1366 1846 2423 3127 4006 582 945 1366 1846 1 2423 3127 4006 L 12'-0" (144" PRECAST 337 540 873 1254 1684 2193 2805 3552 540 873 1254 1684 1 2193 1 2805 3552 1"1 13'-4" (160") PRECAST 296 471 755 1075 1428 1838 2316 2853 471 755 1075 1428 1838 2316 2883 N 14'-0"(168") PRECAST 479 424 706 1002 1326 1697 2127 2630 442 706 1002 1326 1697 2127 2630 — 14'-8"(176" PRESTRESSED ) N.R. If0 NR NR NR NR NR 5 458 78 783 1370 1902 2245 51 2517 2712 P 15'-4"(184") PRESTRESSED N.R. NR NR NR NR NR NR 412 710 1250 1733 2058 2320 2513 q 1T-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 300 53s s5o 1326 1609 1849 2047 R 19'-4"(2320) PRESTRESSED N.R. NR NR NR NR NR NR NR 235 418 750 1037 1282 1515 1716 S 21'-�4"(256") PRESTRESSED N.R. NR NR NR NR NR NR 180 34 340L 845 1114 1359 1468 T 22'-0"(264") PRESTRESSED N.R. NR NR NR NR NR NR 165 315 784 1047 1285 1399 U 24'-®"(2881 PRESTRESSED N.R. NR NR NR NR NR NR 129 250 654 864 1092 1222 3 CEILING BOARD 1/2" DRYWALL ON EACH SIDE OF WALLS 2X4 STUD WALL @ 16" D.C. INGLE 2X4 PT OTTOM PLATE W/ 8d CASE HARDENED NAILS @ 18" O.C. _ SINGLE 2X4 TOP PLATE NAILED TO TRUSSES 1-16d NAIL PER TRUSS NON BEARING FRAMED WALL 5/8 CEILING BOARD 2-2X12 #2 SYP HEADER OVER DOOR 1/2" DRYWALL 2X4 STUD WALL @ 16" 8' 0" D.C. W/4' SPH4 @ 4' O.C. TOP & BOTTOM CONCRETE SLAB SINGLE 2X4 PT BOTTOM PLATE W/ 8d CASE HARDENED NAILS @ 18" O.C. - 2X4 PT ATTACHED TO MASONRY WALL W/ Alt X 31F TAPCONS, 18 O.C. DOUBLE BOND BEAM W/ #5 BAR EACH COURSE 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. STAGGERED 2 1/4"FROTH EDGES & 8" FROM ENDS J z z O z SIMPSON HUS26 HANGER @ TRUSS H2.5A @ EACH TRUSS DOUBLE 2X4 TOP PLATE NAILED TO TRUSSES 1-16d NAIL PER TRUSS 1/2" R13INSULATION 1/2" ANCHOR BOLTS @ 21" O.C. -. SLAB 2X4 FRAMED BEARING WALL SECTION SCALE: 1/4" = V-0" ST-4 2X6 SPRUCE @ 24" O.C. 1 FRAMED CRICKET ATTACHED AS VALLEY DETAIL 2" X 4" PRE-ENGINEERED WOOD TRUSSES ON 24" O.C. LEDGER DETAIL SCALE: 1/2" = V-0" LINTELS SHALL HAVE A MINIMUM 4" BEARING ON EACH END #5 REBAR AT TOP MIN. (1) REQUIRED D�_1 1/2" COVER ' OF LINTEL CAVITY 8" NOMINAL IN LINTEL (VARIES) F = FILLED WITH GROUT RF = RECESSED & FILLED W/GROUT QUANITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 8F16-1B/1T QUANITY OF #5 REBAR AT TOP OF LINTEL L NOMINAL HT. NOMINAL WIDTH LINTEL INFORMATION DO NOT SCALE DRAWINGS FLOOR PLAN SCALE:.1/4" = P-0" LEGEND: PROVIDE VERTICAL #5 BAR AT EACH SIDE OF PROPOSED OPENINGS O EXTERIOR MASONRY WALLS ARE DRAWN 8" O 2X4 FRAMED WALLS ARE DRAWN 3 1/2" ® INDICATES 2X4 FRAMED NON -BEARING WALL W/ R13 INSULATION EO INDICATES LENGTH OF LINTEL INDICATES OPENING DESIGN PRESSURES +37.4 -40.5 TABULATION LIVING AREA 1431 SQ FT GARAGE AREA 400 SQ FT REAR PORCH 160 SQ FT FRONT ENTRY AREA 113 SQ FT TOTAL AREA 2104 SQ FT CONDITIONED VOLUME 12,000 CU FT TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE. �INIMI�IN O 04 a �rl z 0 F w ❑ w z 0 0 0 0 z w z O O W D NWW N0 J Lu I�wO- In T� 1 N n r 0) v,U z 0 to 01 WN UM Q �ai 00 O 0 w �'f m rn0 It > W 0w Q U :D z �� W -m U Z 0 Q U /^� V / �y O J W� Q � Z N I 0 �sM'/% (�.• ........ _ �T.c dd® 4(41 r�n1 FL PE 142( SHEET S2 OF 4 ?eta,, 4 � �o w � G 00�JPR'm 2" X 4" PRE-ENGINEERED WOOD TRUSSES ON 24" CENTERS 1X2 PT ON 1X6 HARDI-FASCIA ON 2X4 SUB FASCIA CONTINUOUS VINYL — SOFFIT VENT W/ STUCCO SOFFIT CONTINUOUS VINYL SOFFIT VENT W/ STUCCO SOFFIT TRUSSES @ 24 STRAP AND TIEDOWN SCHEDULE 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. 2X) DENOTES NUMBER OF FASTENERS REQUIRED AT A SPECIFIC BEARING LOCATION. TRUSS INFORMATION FROM MANUFACTURER TRUSS CONNECTION TRUSS IDENTIFICATION BEARING JOINT UPLIFT REQUIRED TRUSS TO MASONRY BOND BEAM TRUSS TO WOOD FRAMING A 10 17 657/736 META16 - H10A Al 9 16 645/749 META16 - H10A A2 9 16 645/749 META16 - H10A A3 9 16 645/749 META16 - H10A A4 10 17 645/749 META16 - H10A AS 10 17 645/749 META16 - H10A A6 13 18 671/565 META16 - ATA 1 7 382/382 META16 - ATB 8 1 315/373 META16 - HUS26 B 9 16 592/673 META16 - Bl 10 18 562/673 META16 - B2 13 18 671/565 META16 - B3 17 10 798/744 META16 - B4 18 10 798/744 798/744 META16 - B5 19 12 META16 - G 13 9 405/430 META16 - GRA 10 18 2886/2524 VGT G GRB 19 11 2777/2724 VGT VGT GRE 1 6 1221/1221 META16 GRG 12 8 1455/1399 HETA16 J1,]3,J5,]7,JE 3 1 4 5 245/128/326 META16 - LS30 TOP & BOTT. TucB7CLS�ANBESUB. KJ7 3 4 1 J04/416/417 META16 - HJA 6 BO LTHJA28 BOTT. MV2 1 2 19/35 VTCR MV4 1 3 47/76 VTCR MV6 4 5 55/157 VTCR V 1 3 50/50 77/77/102 VTCR V8 1 3 4 VTCR V12 1 3 4 J03/103/207 VTCR DOUBLE BOND. BEAM W/ #5 BAR IN EACH COURSE 12" SOFFIT DETAIL SCALE: 3/4" = 1' 1X3.FURRING 0 16" O.C. ATTACHED TO TRUSSES W/ 2-8d NAILS (ADD BLOCKING T O.C. AS NEEDED) 12" OR 16" WIDE IT 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 PORCH CEILING DETAIL SCALE: 3/4" = V WALL SUPPORT — 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. 1/2"J-BOLTS OR: HILTI KBII 12-512 KWIKBOLTS, U.S. ANCHOR W1254, RAWL-STUD 7424 W/2" DIA. X 1/8" WASHERS 2"X6" P.T. ON ROUGH OPENING (4) 1/2" BOLTS REQUIRED t REFER TO GARAGE DOOR MANUFACTURER FOR BOLT SPACING F----7 OVERHEAD GARAGE DOOR BUCK CONNECTION ON MASONRY DETAIL COMMON TRUSS.(CT) MIN 2"X4"CONTINUOUS BLOCKING REQUIRED W UP FROM ROOF EDGE, NAILED W/ 2-16d @ EACH END. 1st SHEET ROW FROM EDGES SHALL BE FULL 4'X 8' SHEETS. ROOF SHEATHING NAILED @ 3"O.C. ON SUBFASCIA AND @ 4" O.C. ON THE REMAINING EDGES.(BLOCKING MAY BE INSTALLED ON THE FLAT OR ON EDGE.) DETAIL TO THE LEFT SIMULATES TRUSS PLAN, CORRELATES TRUSS IDENTIFICATION TO CONNECTORS HIP TRUSSES NAIL HIP JACK TRUSSES W/ TOP CHORD 2- #10 COMMON BOTTOM CHORD 2-#10 COMMON SUB -FASCIA BOARD ROOF SHEATHING TO BE CARRIED OVER 2 SPANS MINIMUM @ ALL LOCATIONS NAIL END OF JACK TRUSSES W/ WHIP JACK TRUSS (HIT) TOP CHORD 3- 16d COMMON BOTTOM CHORD 3-16d COMMON 16d NAIL HASAMAXIMUM LATERAL RESISTANCE OF 108 lbs. JACK TRUSS CONNECTION @ HIP AND GIRDER TRUSSES 12 5F- 12 5 +30.0 -32.8 +28.2 -31.5 1' +32.0 -34.8 FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for DBte:� Reviewer: FRONT ELEVATION SCALE: 1/4" = V-0" +32.0 -34.8 Da +30.0 -32.8 REAR ELEVATION SCALE: 1/4" V-O" LEFT ELEVATION SCALE: 1/4" = V-0" ® 6.3 RIGHT ELEVATION SCALE: 1/4" = V-0" +33.5 - 36.3 BEARING +30.0 -32.8 12 5 0 s w �INIMI'tILo z r DJ = O (n IL _j H z O a w o W W C7 E U W J Z p X:in z_ W z co NC WIn CO J InWCWcpp IaU N n LL I-, —I W In z — N r r W V / U O Z 0) WN _C) NJJ �aW 00 0 S OQ Q O v'tm m0 Vl VJ ZJ_ 0Q F Q 1 J Cj W TO THE BEST OF MY KNOWLEDGE, THIS STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE. Q W 0 O Z��z W _ In z U O Q Yui U (1� 0 U W OQ J z STA- .... SHEET S 3 OF 4 1188-826 O� Gfp GOB VvGe O�v S�(• GENERAL NOTES 1. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. IF THE CONTRACTOR OBSERVES THAT THE DRAWINGS AND SPECIFICATIONS ARE ATVARIANCE THEREWITH, HE SHALL PROMPTLY NOTIFY THE ENGINEER IN WRITING, AND ANY NECESSARY CHANGES SHALL BE ADJUSTED AS PROVIDED FOR CHANGES IN THE WORK. 2. THE DESIGN & CONSTRUCTION OF THIS STRUCTURE MUST FULLY COMPLY WITH THE FIFTH EDITION OF THE (2017) FLORIDA BUILDING CODE, ACI318-OS, NCMA, NATIONAL FOREST PRODUCT ASSOC., NOS, TPI-95, AND ANY OTHER NATIONALLY RECOGNIZED ORGANIZATIONS THAT GOVERN THIS BODY OF WORK. 3. THE CONTRACTOR SHALL GIVE ALL NOTICES AND COMPLY WITH ALL LAWS, ORDINANCES, RULES AND REGULATIONS BEARING ON THE CONDUCT OF THE WORK AS DRAWN AND SPECIFIED AND SHALL BE PERMITTED AT THE LOCAL OFFICE, COUNTY OR CITY. THE RESULT OF NOT OBTAINING A BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELEASE ALL RESPONSIBILITY FOR THIS PROJECT FROM THE ENGINEER OF RECORD. CONTACTOR IS RESPONSIBLE FOR A FINAL CERTIFICATE OF OCCUPANCY FOR THIS PROJECT. 4. IF THE CONTRACTOR PERFORMS ANY WORK KNOWING IT TO BE CONTRARY TO SUCH LAWS, ORDINANCES, RULES AND RUGULATIONS, AND WITHOUT SUCH NOTICE TO THE ENGINEER, HE SHALL BEAR ALL COSTS ARISING THEREFROM. 5. THESE PLANS WERE DESIGNED FOR THE CONTRACTOR/OWNER TO BE PERMITTED AT THE LOCAL AGENCY (BUILDING DEPARTMENT AND SHOULD BE FOLLOWED AS INSTRUCTED. THE RESULT OF NOT OBTAINING A BUILDING PERMIT FOR THE DESIGN OF THESE PLANS SHALL RELISH ALL RESPONSIBILITY FROM THE ENGINEER OF RECORD... 6. 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. DESIGN PARAMETERS FOR WIND LOAD COMPLIANCE 1. BUILDING CATEGORY II 2. FLORIDA BUILDING CODE 6TH EDITION (2017) 3. BUILDING DESIGN IS ENCLOSED g 4. MEAN ROOF HEIGHT IS 12' 5. ROOF PITCH 5/12 DEGREES 6. INTERNAL PRESSURE COEFFICIENT +/- 0.18 7. WIDTH OF END ZONE A = 3.3' 8. ULTIMATE WIND SPEED IS 160 MPH 9. WIND EXPOSURE CLASSIFICATION: C 10, ADJUSTMENT FACTOR FOR EXPOSURE & HEIGHT = 1.00 11. COMPONENT & CLADDING ULTIMATE WIND PRESSURE ON ROOF: COMPONENT & CLADDING NOMINAL WIND PRESSURE ON WALL: COMPONENT & CLADDING WIND PRESSURE ON SOFFITS: (SEE CHART ON RIGHT ON THIS PAGE) 12. LOADS: FLOOR 40 PSF ROOF/DEAD 17 PSF ROOF/LIVE 20 PSF WALL 18 PSF 13. SHEAR WALLS WERE CONSIDERED 14. A CONTINUOUS LOAD PATH WAS PROVIDED 15. COMPONENT & CLADDING DETAILED 16. MINIMUM SOIL BEARING PRESSURE IS 2000 PSF PRESUMPTIVE WALL WIND DESIGN ZONES SCALE: NTS CONCRETE NOTES iz (z COMPONENT & CLADDING NOMINAL PRESSURES ASCE 7-10 (160 MPH - EXP. 'C'- Vasd) (ADJUSTMENT FACTOR 1.21) ROOF SLOPES 2.5/12 TO 6/12 (HEIGHT < 15') EFFECTIVE AREA (SQ. FT.) ZONE 11<20 21<50 51<100 101<500 1 0.6+17.6 -29.8 +15.3 -28.6 +13.6 -27.7 O s 2 R-104.9 3.3 +17. -49.0 +15.3 -43.3 +13.6 -39.1 3 8.8+17.6 -73.6 +15.3 -66.9 +13.6 -61.8 wz 2 -62.4 -62.4 -62.4 002 3 -94.6 -61.1 -70.9 4 +33,E -36.3 +32.0 -34.6 +30.0 -32.8 +28.5 -31.3 +24.9 -27.8 3 -44. +32.0 -41.8 +30.0 -37.8 +28.5 -34.8 +24.9 -27.8 5 +33.§ END 7®NE 5 IS WITHIN A DISTANCE OF 1. ENGINEER OF RECORD MUST BE NOTIFIED WITHIN 48 HOURS OF PLACING CONCRETE. 3.33' PROM BUILDING/ROOF CORNERS = (a) 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 INCHES PLUS OR MINUS ONE INCH. 5. PROVIDE A MINIMUM OF 6 MIL VAPOR BARRIER AT ALL AIR CONDITIONED SPACES & GARAGES.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 6.1.1. BOLSTERS TO HAVE PLASTIC COATED LEGS & FEET (IF EXPOSED TO EXTERIOR ELEMENTS) 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 @ T-0" O.C, EACH WAY 8. THE MINIMUM CONCRETE COVERAGE SHALL MEET ACI318, LATEST EDITION REQUIREMENTS. MINIMUM COVER FOR CAST IN PLACE AGAINST EARTH: 3" 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 SHALL 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. CONCRETE FOR SLABS ON GRADE AND ELEVATED SLABS SHALL HAVE 3/4" LARGE AGGREGATE. "PEAROCK" IS NOT PERMITTED FOR SLABS. 13. ALL CONCRETE THAT IS ALTERED (WATER, ADDITIVES, ETC.) SHALL BE TESTED TO ENSURE STRENGTH REQUIREMENTS ARE MET. 14. TERMINATE ALL VERTICAL REINFORCING AT THE TOP AND BOTTOM WITH 10" ACI HOOKS. 15. 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-O-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. 8. 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. ANY EPDXY SHOWN SHALL BE EITHER "HILTI HIT RE 500" WITH "HAS-E" THREADED RODS FOR MASONRY OR "SIMPSON XP22" WITH THREADED ROD. 12.1. ALL THREADED ROD HOLES TO BE 1/8" DIA. LARGER THAN REINFORCING STEEL OR THREADED ROD FOR EASE OF INSTALLATION. FOUNDATION NOTES I 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 z O 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. <1 a M v ROOFING NOTES 1. ROOFING MATERIAL SHALL BE ATTACHED PER MANUFACTURERS SPECIFICATIONS TO MEET THE DESIGN CRITERIA PRESCRIBED IN THESE PLANS. TIMBER NOTES 1. 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 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 z 0 F @ o z F) o z a o Y w _ N o WITH TPI-95. z W z 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 - 0) N = CHORD. MAX. LENGTH OF BOTTOM CHORD SHALL NOT EXCEED 9 FT. EXCEPT @ SHORT TRUSS HEELS WHERE REQUIRED HURRICANE STRAP WILL BEND OVER TOP o CHORD. PROVIDE VERTICAL WEB OVER ALL TRUSS BEARING LOCATIONS. M N 0 1.3. ALL MEMBERS SHALL BE A MINIMUM OF 2 X 4 #2 SYP. Lil0) qkJ 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 10 W w SHALL EXTEND ON TRUSSES BENEATH ALL OVER FRAMING. OMIT PLYWOOD AND VALLEY SET BOTTOM CHORD BETWEEN TWO TRUSSES FOR ACCESS, N a t 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.) r W a 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) Z 100 LB POINT LOADS 3' APART LOCATED ANYWHERE ON THE TOP CHORD. n F 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 TRUSS CONNECTIONS. 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. - 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 r, 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 AND � PANEL SHEATHING CLIPS SHALL BE INSTALLED ON ROOF PLYWOOD. / < 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. V / 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 0 MASTER BEDROOM BAY. z N WINDOW BUCKS AND BOTTOM PLAT€S AGAINST CONCRETE SHALL BE PRESSURE TREATED SOUTHERN YELLOW PINE #2 OR BETTER W a UV) 5. ALL TIMBER IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED OR HAVE AN APPROVED SEPARATING MATERIAL, N Q 6. 2X4 STUD BEARING WALLS SHALL BB PLACED AT 16" O.C. _l a E 7. ALL NAILS AND METAL HARDWARE EXPOSED TO THE ELEMENTS SHALL BE GALVANIZED. ALL NAILS SHALL BE COMMON WIRE NAILS. SPACE NAILS AT STRAPS AS TO NOT 0- _ SPLIT THE WOOD. � Qo< co V°° GENERAL NOTES: 1. 2. 3. 4. 5. 6. 7. 8. 9. 10 11 12 13. 14. 15. 16. 17. 18. 19. 20. 21. 22. 23, 24. 25. 26. 27. 28. 29, 30. 31 32 33 34 WEATHERING AREA IS NEGLIGIBLE TERMITE AREA IS VERY HEAVY PROTECTION FROM TERMITES SHALL BE PROVIDED BY REGISTERED TERMITICIDES. THE FLOOR OF THE GARAGE OR CARPORT SHALL BE SLOPED W/ NATURAL CONCRETE OR PAINTED WITH A NONCOMBUSTIBLE MATERIAL. HEATING IS REQUIRED FOR THIS STRUCTURE. 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. ALL EXIST DOORS SHALL HAVE A LIGHT W/ A FLAT 36" X 36" LANDING.. 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. 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. INSULATION MATERIALS SHALL HAVE A FLAME SPREAD NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPMENT INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E84. ALL EXPOSED ATTIC INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX (IN ACCORDANCE WITH ASTM E 970) NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. 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. 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. ACCESSIBILITY DOORS SHALL HAVE A 29" MIN. CLEARANCE. THE SITE ADDRESS OR NUMBERS SHALL BE PLAINLY VISIBLE AND LEGIBLE FROM THE STREET OR ROAD FRONTING THE PROPERTY. AT LEAST ONE BATHROOM SHALL HAVE A MINIMUM OF A 29" CLEAR OPENING. ALL STRUCTURE FOOTERS SHALL BE A MINIMUM OF 12" BELOW GRADE. FOUNDATION STEEL (#5 BARS) SHALL HAVE A MINIMUM OF 3" OF COVER. A CONTINUOUS PATH FROM FOUNDATION TO ROOF SHALL BE PROVIDED PER DETAILS AND CONNECTIONS SPECIFIED. ALL FRAMED BEARING WALLS SHALL HAVE A MINIMUM OF 2 - 2"X12" #2 SOUTHERN YELLOW PINE HEADERS W/ 3/870 1/2" PLYWOOD BETWEEN. ROOF AND WALL COMPONENT AND CLADDING LOADS ARE SHOWN IN THE DESIGN CRITERIA. SHUTTERS OR IMPACT GLASS IS REQUIRED FOR PROTECTION OF OPENINGS FOR THIS RESIDENCE PER SECTION R301.2.1.2 OF THE FLORIDA RESIDENTIAL BUILDING CODE, INTERIOR AND BEARING AND NON -BEARING FRAMED WALLS SHALL USE STUD GRADE LUMBER SPACED AT 16" O.C.. FRAMED BEARING WALLS SHALL BE BRACED WITH 2X4'S @ A MAXIMUM OF 8' O.C. ROOF SHEATHING SHALL BE 1/2" COX 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 THE SEAMS AND 6" O.C. IN THE FIELD. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C36, C79, C 475, C514, C630, C931, C960, C1002, C1047, C1177, C1178, C1278, C1395 OR C1396 AND SHALL IN INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 702.3 OF THE CURRENT FLORIDA RESIDENTIAL BUILDING CODE. ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C557. 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 WITH MANUFACTURERS' RECOMMENDATIONS SHALL BE USED AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. ACCESS OPENING SHALL BE A MINIMUM OF 16" X 24" AND SHALL NOT BE UNDER A EXTERIOR DOOR OR LOCATED BEHIND AN EXTERIOR FIXTURE. ALL NAILS SHALL BE HOT DIPPED GALVANIZED OR BETTER. ALL SIMPSON FASTENERS SHALL BE Z-MAX WITH HOT -DIPPED GALVANIZED COMMON NAILS OR BETTER. ALL BEARING WALLS SHALL HAVE A SIMPSON SPH4/6 PLACED TOP AND BOTTOM OF FRAMED WALL AT 16" O.C.. HEADERS OVER 4' SHALL BE STRAPPED TO JACKS W/ SIMPSON MSTA24 AT ENDS W/ 8-I0d NAILS PER SIDE. HEADERS UNDER 4' SHALL BE STRAPPED W/ SIMPSON LSTA18 W/ 7-10d NAILS PER END. EACH JACK SHALL HAVE A H2.5A @ THE BOTTOM PLATE. CONTRACTOR TO VERIFY ALL DIMENSIONS AND ROOF PITCH. NO SCREWS SHALL BE USED IN THE PLYWOOD SHEATHING OR WOOD MEMBERS OR ANY SIMPSON PRODUCTS UNLESS SPECIFIED IN THESE PLANS OR FROM THE MANUFACTURER. ROOF RAIN WATER SHALL BE DIVERTED FROM SEPTIC FIELD. j� MIN-UTE FIRE RATED DOOR BETWEEN THE GARAGE AND THE LIVING AREA n B CV W 0 it UD>_j z W � -j z Um 0 y U W UJ W �Q z N �� oQ N. SMITh� •, �'1*C•;pTE OF _ �LOR�OP,•G�c THERE SHALL BE A SELF CLOSING 2O TO THE BEST OF MY KNOWLEDGE THIS FDOH in St. Lucie County Environmental Health STRUCTURE COMPLIES AND HAS BEEN DESIGNED IN ACCORDANCE WITH SECTION 1609 OF THE 2017 FLORIDA BUILDING CODE. SHEET OF Supersedes All Previous Site Plans for OSTDS #5 - lD & Well Dater Reviewer: G 4 =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0" on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less I Span Spre er Bar ' 60 degrees or less 12 span a TerQprox 2i3 to ssasso g line 12 or Span. Tag line approx. REFER TO BCSI Trues must be set this way 0 crane Is used. REFER TO BCSI Truss must be set this way B crane is used. Truss Is an example, your truss may not match. Truss trustsmayt match Insist crane operator sets truss this way. Insist crane operator orur ss this All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses A41 are installed. A -- AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. WARNING The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch Legend ATTIC STORAGE CEILING @ 10' �BRIG WALL @ 8' ZMBRG WALL @ 10' ADo not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. NOTES: *ALL BEAMS BY OTHERS. *TRUSS TO LEDGER CONNECTION DESIGNED & SUPPLIED BY OTHERS. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS -5 - Sig 8r Well # S�t'ti�1b� Date: Reviewer:- i i CARRIERHIP LOCATED AS DIMENSIONED ON LAYOUT] FABRICATION AGREEMENT - - -- ---- ----- - TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED &RETURNED e undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority to n etermining successful fabrication of the trusses. I --- i o 2. All dimensions in this layout have been verified by the undersigned. coRNDER JACKS � 1 rc 4 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery IN ARE NOT BEVELED. X ,} ndersi ned agrees that no backcha es will be allowed. In the event such written notice is furnished Chambers Trust SEE STANDARD 4j,B 9 a9 r9 ! ENGINEERING. o hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option r o o fler 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of "BCSI" summary sheet by TPI & WTCA. 1 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss ha; 1 e sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss wil j 9 e responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss ha; o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer it esponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout A $50 per hou ` as for revisions may be charged by Chambers Truss. 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or If no agreement a reasonable price nvoice will be made on delivery and paid within terms of net on delivery, Invoice may be made at scheduled date o slivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Trust 24" o.c. THRU easonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will bi CORNER JACKS 24- 1, 1r1 dded for all sums not paid within terms. ONLY 8, Signature or initials anywhere on this sheet constitutes agreement to all terms herein.' 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantee; ii CORNER DETAIL ayment when due of any and all indebtedness awed to Chambers Truss by any entity receiving material and IN _-__ _- ndersgned agrees to pay such indebtedness including attorneys fees, if default in payment for material be made by thr OVERHANGS NOT SHOWN FOR CLARITY cipient 10. In the event of any litigation concerning this agreement, the items furnished hereunder or payments referred tt ---- -_ --- --- - ---- -------- arein, the parties agree that the sole venue for any such action will be Saint Lucie County, Florida. - 11. Design responsibilities are per ""National Standard And Recommended Guidelines On Responsibilities Fo onstnlction Using Metal Plate Connected Wood Trusses ANSIITPUWTCA 4 - 2002""" 12. Warranty is per Chambers Truss Warranty attached. PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL 4-0' 1 12 5r REVIEWED BY: APR 302019 TODD N. SMITH, P.E. FL PE #42082 _J TED TITLE A spreader bar may be required per "BCSI" to prevent injury Sr damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are required and can save life and property and is the responsibility of the truss erector. 0 Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury 8r damage. Trusses must be set plumb and square' Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC can er Avenue Fort Pierce, Florida 34982-6423 800.551.5932 Fort Pierce 772-465.2012 Fax 772-465.8711 Vero Beach 772-569.2012 Stuart 772.286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM I LOADINClDESIGN CRITERIA REDUCIBLE PER CODE SUCH AS SBC 160,1B.1 DESIGN CRITERIA County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directionai)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live *10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category 11: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 201 ` R.D.L.=Restraining Dead Load C. ontinuous Bracing Verify DESIGN CRITERI own above with the building department a our engineer. Design Criteria is t esponsibility of the Building Designe nd/or Engineer of Record Chamber russ Inc. Drawing Name: 75948 C : 1 /4" = V-0" 1 al trusses, 32 unique designs De er: BLW Reviewed by: D e: 23/19 OR hazan Saeed DESCRIP N: 774 CITRUS RK 7�? 1 of 1 CUSTOMER TIALS EACH PAGE 948 REVISION No. Date By NOTES: x [Us ARE TO BE LOCATED ON 4" THICK PADS ABOVE THE AREA FLOOD PLANE. CONTRACTOR SHALL VERIFY REQUIRED ELEVATIONS WITH REQUIRED ELEVATIONS WITH MUNICIPALITY OFFICIAL GROUND MOUTED CONDENSING UNIT SECURING REQUIRMENTS IFMC 301.13.11 NO. O F SCRRER SEWS CONDENSING UNIT HEIGHT 1 0' -12' 2 12' - 24' 3 24' - CONDENSING UNIT-----,.,,,ENGINECR GREATER THAN 36' SPECIFIED OR MORE THAN S TON 2"x 6"x 1/8" SCREWS ARE TO BE #14 AND IN COMPLIANCE WITH ALL SUB -SECTIONS OF FMC 301.13. ANGLE IRON BRACKET NO (2) # TAC SC EWS ITYP 6" 2' MIN. LIQUID LINE W/O BETWEEN CU UNITS — INSULATION (2) CONCRETE 6,• MA ANGLI,E ANCHORS 4V(TYP.1 (TYP) —� / 4" THICK SEAL OPENING AGAINST CONCRETE BASE 4"0 PVC SLEEVE TO CHASE INSECTS,ETC. -- BY OTHERS L/S LINES IN SLAB V REFR, LINES, RUN SUCTION LINE W/1/2" ARMAFLEX !FAN COGROUND INSULATION & BARRIERUNITS DETAIL CONDENSING UNIT DETAIL NOT TO SCALE NO. 1 CEILING . . • .. SUPPLY AIR' ..7171.1717*7171 •.-RETURN AIR,•; AIR UNITREFRIGERANT LINES SECONDARY VENT CONDENSATE CONDENSATE DRAIN DRAIN SWITCH b WITH TRAP UNIO 0 FILTER 3'-0" PA 2'x2"x1/4" VIBpp RAjb ALUMINUM ISOLAT RS FRAME FLOOR A, DETAIL AIR HANDLER DETAIL NOT TO SCALE NO.2 .NOTE: 11 MAX DISTANCE 25 FT. UNLESS MFG SPEC FOR D YER STATES VE�U1 T MAYBE - 25FT. IDEA OF VENT CHASE. CONFIGURATION OF DRYERL AND/ OR VENT MAY NOT BE EXACTLY AS SHOWN. #26GAUGE GALVINIZED SHEET METAL. FLEX -AL -DUCT x SHT MTL UL#MH12720. DUCT MTL STUD OR WOOD 2x4. 5/8" GYP BOARD DUCT 2 5/8" GYP BOARD 6" �PT SOLE PLATE DETAIL DRYER VENT NOT TO SCALE NO.3 HVAC PLAN SCALE: 1 /4" = 1'-O" 3 TON AIR CONDITIONING DATA QTY. UNIT N0. MFG. CONDENSING UNIT AIR HANDLER UNIT TOTAL SENSIBLE SEER TOTAL 0/A FAN E.S.P. - IN ELEC.T MODEL N0. MODEL N0. WATER HEAT1 AHU/CU-1 TRANE 4TTR4036 TAM7AOC36 36 25 16 MINIMUM 1,187 - 0.08 7.5 KW OR EQUAL A/C EQUIPMENT NOTES: 1) VERIFY ALL A/C ELECTRICAL REQUIREMENTS WITH MANUFACTURERS SPEC. PRIOR TO 4) . PROVIDE START KIT. INSTALLATION. 2) PROVIDE PULL DISCONNECTS. 3) DIGITAL PROGRAMMABLE MULTISTAGE T-STAT W/ HUMIDITY CONTROL FOR EACH AHU/CU. AIR TERMINAL SCHEDULE SYSTEM SERVICE LOCATION ACCESSORIES MANUFACTURER MODEL REMARKS A SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 4" MIN, SURFACE MOUNT DIFFUSER B SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 5" MIN. SURFACE MOUNT DIFFUSER C SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 6" MIN. SURFACE MOUNT DIFFUSER D SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 7" MIN. SURFACE MOUNT DIFFUSER E SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = B" MIN. SURFACE MOUNT DIFFUSER F SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 9" MIN. SURFACE MOUNT DIFFUSER G SUPPLY CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. NECK = 10" MIN. SURFACE MOUNT DIFFUSER H RESERVED R/A RETURN CEILING O.B.D. METAL-AIRE OR EQUAL PER OWNER / G.C. SEE PLANS FOR SIZE AIR TERMINAL NOTES: 3) AFTER SYSTEM HAS BEEN BALANCED, THE CONTRACTOR SHALL VERIFY A NOISE CRITERIA OF LESS THAN 20 THROUGH 1) STANDARD FINISH TO BE WHITE FOR ALL DEVICES. EXISTING GRILLES AND REPLACE THOSE EXCEEDING THIS WITH THE SPECIFIED DIFFUSERS. VERIFY NOISE CRITERIA WITH 2) ALL DIFFUSUER TYPES MIGHT NOT BE USED. MANUFACTURER PRIOR TO BID. DUCTWORK AND DIFFUSER NOTE : 1. COORDINATE WITH ELECTRICAL CONTRACTOR AND G.C. PRIOR TO COMMENCEMENT 01: WORK. VERIFY ALL FINAL CEILING FIXTURE PLACEMENTS AND MEASUREMENTS OF FIXTURES TO BE ABOVE CEILING. REROUTE AND RESIZE DUCTWORK AS NECESSARY. RECORD DETAILED SCHEMATIC OF AS -BUILT CHANGES TO REPRESENT TO ARCHITECT FOR APPROVAL. 2. ALL MAIN DUCT TO BRANCH DUCT CONNECTIONS SHALL HAVE MANUAL VOLUME DAMPERS. EXHAUST FAN DATA FAN # EF-1 EF-2 MANUFACTURER BROAN QTXED50 RESERVED CFM 50 E.S.P. IN. WG. 0.100 RPM - ROOF CURB TYPE - DIRECT DRIVE - 1200 ELECTRIC V/O/HZ 0.3 AM60 .3 AMPS OPERATING WEIGHT 13.2 LBS ACCESS. -BACKDRAFT DAMPER - ROOF CURB TYPE - FIRESTAT - DISCONNECT SWITCH - SPEED CONTRO- - OCCUPANCY S SOR X - - - - - REMARKS x 6" 0 SHEET METAL DUCT. x SEE PLANS FOR TERMINATION. x TIE TO LTS. FDOH in St. Lucie County Environmental Health Site Plan Approved for Construction Supersedes All Previous Site Plans for OSTDS # 5ta-5 -01941 & Well Date: I Reviewer: A/C LEGEND ® 4W - DIFFUSER ® 1W - DIFFUSER TRANSITION L MANUAL VOLUME DAMPER (M.V.D.) FIRE DAMPER (F.D.) OTEMPERATURE & HUMIDITY CONTROL /SENSOR ITS L/S LIQUID/SUCTION LINE A DIFFUSER TYPE 100 CFM z AUTOMATED VOLUME DAMPER ABBREVIATIONS A.F.F. ABOVE FINISHED FLOOR R.A. RETURN AIR R.C. ROOF CAP W.C. WALL CAP O/A OUTSIDE AIR S.A.D. SUPPLY AIR DUCT R.A.D. RETURN AIR DUCT R.A.G. RETURN AIR GRILLE E.A.G. EXHAUST AIR GRILLE T.E.D TOILET EXHAUST DUCT AVD AUTOMATED VOLUME DAMPER FHP FLORIDA HEAT PUMP AHU AIR HANDLER UNIT Cu CONDENSING UNIT WAHU WALL MOUNTED AIR HANDLER UNIT CAHU CEILING MOUNTED AIR HANDLER UNIT (N) NEW (E) EXISTING TO REMAIN (D) EXISTING TO BE DEMOLISH (R) EXISTING TO BE RELOCATED ® UP ® ON SUPPLY DUCT (UP & DOWN) UP ON RETURN DUCT (UP & DOWN) ® UP ® ON EXHAUST DUCT (UP & DOWN) ®UP ®DN O/A DUCT (UP & DOWN) NEW DUCT - WIDTH x DEPTH EXISTING DUCT - WIDTH x DEPTH EXISTING DUCT TO BE REMOVED- WIDTH x DEPTH U J Z M Q i co a U_ Uj L1... V J U I:.L LL I— 0� or- 0 I..L U_ U c Q O O CL O _I x U O z O M DDate 04/29/19 Issue Drwg By JWR File Sheet M 1 AS =LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read and given special attention to all persons installing trusses. SPACING NOTE All trusses are to be set 2'-0r' on center except as noted. MULTIPLE PLY TRUSSES MUST BE FASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. ® eI DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Sp n or less AS Spre er Bar � I 60 degrees or less Tag line � 112 span ar_6 Tag line �prox 2to ar_I` approx. t l2 of Spp an. REFER TO BCSI REFER TO BCSI Truss must be set this way R crane is used. Truss must be set this way rf crane is used. Truss is an example, your truss may not match. Truss is an example, your truss may not match. Insist crane operator sets truss this way, Insist crane operator sets truss this way. All load bearing walls, headers, beams, & lintels must be in place at indicated height before trusses are installed. AIR HANDLER NOTE Unless noted elsewhere on this layout, these trusses are not designed for air handlers in the roof or for any other A/C requirements. This may be in conflict with building code and A/C Design requirements. Consult with Building Department and A/C Contractor. WARNING The size of these trusses makes it necessary that they a set by a profeesional builder familiar with and experienced in the problems and dangers of setting large span trusses. The builder and erector should consult with an engineer licensed in Florida specializing in wood roof trusses about the safe erection of these trusses. The engineer should be at the job site when trusses are erected to provide supervision and advice. SEAT PLATES BY CHAMBERS TRUSS Hatch Legend / IATTIC STORAGE CEILING @ 10' MBRG WALL @ 8' BRIG WALL @ 1Of &Do not stand on trusses until they are braced per BCSI & properly nailed to straps and hangers !! METAL ROOFS SHOW IMPERFECTIONS. SPECIAL INSTALLATION CARE MUST BE TAKEN. NOTES: *ALL BEAMS BY OTHERS. *TRUSS TO LEDGER CONNECTION DESIGNED & SUPPLIED BY OTHERS. HIP CARRIER LOCATED AS DIMENSIONED ON LAYOUT I CORNDER JACKS I ARE NOT BEVELED, F SEE STANDARD ti w ENGINEERING. p� J II NOUQ N 77' 7I t/ - 71 Zil 24' O.C.THRU CORNERJACKS ONLY 24" j CORNER- DETAIL OVERHANGS NOT SHOWN FOR CLARITY PLUMB CUT END 2X4 TOP CHORD WALL HEIGHT VARIES END DETAIL: TYPICAL 12 5rj 4-01 - - 0 1 00-00 q FABRICATION AGREEMENT TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED & RETURNED he undersigned acknowledges and agrees: 1. Trusses will be made in strict accordance with this truss placement diagram layout, which is the sole authority for etermining successful fabrication of the trusses. 2. All dimensions in this layout have been verified by the undersigned. 3. Unless written notice is provided by certified mail to Chambers Truss within ten (10) days of delivery the ICI ndersigned agrees that no backcharges will be allowed. In the event such written notice is furnished Chambers Truss j hall have three (3) business days in which to begin repairs required, or to substitute other trusses, at Chambers option. fter 10 days of delivery remedy will be according to Florida statute 558. 4. The undersigned acknowledges receipt of "SCSI" summary sheet by TPI & WTCA. 5. Delivery is to job site. It is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss has he sole authority to determine the suitability of the job site or a portion of the job site for delivery. Chambers Truss will e responsible for dump delivery only. The buyer is responsible for additional delivery expenses if Chambers Truss has o redeliver because job site is not prepared for delivery or buyer is not prepared for delivery of trusses. Buyer is esponsible to Chambers Truss for towing costs due to site conditions. 6. Price as shown in paragraph 7 below is subject to change if any changes are made in this layout. A $50 per hour ee for revisions may be charged by Chambers Truss, 7. This is a PURCHASE ORDER to Chambers Truss of the sum agreed to, or if no agreement a reasonable price. Twice will be made on delivery and paid within terms of net on delivery. Invoice may be made at scheduled date of elivery if buyer cannot accept delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss easonable attorneys fee for collections in event of payment not timely made. 1-1/2 % per month service charge will be dded for all sums not paid within terms. 8. Signature or initials anywhere on this sheet constitutes agreement to all terms herein. 9. In consideration of Chambers Truss extending credit for this material the undersigned unconditionally guarantees ayment when due of any and all indebtedness owed to Chambers Truss by any entity receiving material and the undersigned agrees to pay such indebtedness including attorney's fees, if default in payme atedal be made by the ecipient. 10. In the event of any litigation concerning this agreement, the item; f heKender or payments referred to erein, the parties agree that the sole venue for any such action wi i ie County, Florida. 11. Design responsibilities are per ""National Standard And c mended Guidelines On Responsibilities For onstruction Using Metal Plate Connected Wood Trusses ANSIITPIIWTCA 4 - 2002"" 12. Warranty is per Chambers Truss Warranty attached. ATED IGNE ry� OR n% C/ G ' TITLE t A spreader bar may be required per ''BCSI" to prevent injury & damage. Multiple ply trusses must be fastened together per engineering before they are set, failure to do so can result in roof collapse. Temporary and permanent bracing are quired and can save life and property and is the responsibility of the truss erector. Study the contents of the information packet included on delivery before setting trusses. Trusses must be set and braced per design to prevent injury & damage. Trusses must be sett plumb and square Do not set bunks or stack of plywood, roofing material or any other concentrated loads on trusses, this can cause collapse. DO NOT INSTALL TRUSSES USING THIS USE PLAN DELIVERED WITH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC 3105 Oleander Avenue Fort Pierce, Florida 34982.6423 800.551.5932 Fort Pierce 772-465.2012 Fax 772.465-8711 Vero Beach 772.569.2012 Stuart 772-286.3302 Web Site: CHAMBERSTRUSS.COM Email: MAIL@CHAMBERSTRUSS.COM LOADING/DESIGN CRITERIA REDUCIBLE DESIGN CRITERIA PER CODE SUCH AS SBC 1604S.1 County Saint Lucie County Building Department Saint Lucie County Wind Design Criteria ASCE 2010 Wind Design Method MWFRS(Directional)/C-C hybrid Wind ASCE 7-10 Roofing Material Metal Loading in PSF Roof R.D.L. Floor Top Chord Live 20 0 Top Chord Dead 7 4.2 0 Bottom Chord Live `10-Non Conccurent 0 Bottom Chord Dead 10 3 0 Total Load 47 7.2 0 Duration Factor 1.25 0 Wind Speed 160mph Top Chord C.B. Sheathing by builder Bottom Chord C.B. Sheathing by builder Highest Mean Height 15' Building Type Enclosed Building Category II: Non Restrictive Exposure Category C>Open Terrain with scattered obstructions Miles from Ocean 5 Conforms to Florida Building Code 2017 R.D.L.=Restraining Dead Load C.B.=Continuous Bracing Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Building Designer and/or Engineer of Record Chambers Truss Inc. Drawing Name: 75948 SCALE: 1 /4" = V-011 115 total trusses, 32 unique designs Designer: BLW Reviewed by: Date: 04/23/19 FOR Ghazanfar Saeed DESCRIPTION: 7704 CITRUS PARK Page 1 of 1 CUSTOMER INITIALS EACH PAGE 75948