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HomeMy WebLinkAboutBUILDING SITE PLANSFILE COPY , �� ED F la CODE CO E ST. LU IE Ty Mu GENERAL NOTES: 1. Construction shall follow Florida Building Code as adopted by the County or City in which the building is to be constructed with all applicable amendments. 2. The Contractor , Subcontractor , Supplier , Etc shall verify all dimensions , conditions at the jobsite plans and Specifications. 3. All written dimensions on these drawings take precedence over scaled dimensions 4. Structural features not detailed on these plans will be addressed by the engineer as construction progresses. STRUCTURAL NOTES: 1. Design Loads: Roof (DL+LL)= 50 PSF Wind Velocity- 163 MPH Supporting Structure (Fastest Mile) 2. Soil Bearing Capacity 2500 PSF with Compaction Test Result of more than 95%. 3. All Structure Concrete and Grout shall have a minimum compressive Strength of 3000 PSI at 28 days . 4. Slab/Footings to be concrete with minimum compressive Strength of 2500 PSI at 28 days . See plans for size and steel requirements. 5. Minimum Concrete protection for reinforcement Bars: Beams: 1 1/2 Footings: 3" 6. Lap all reinforcing Steel a minimum. of 48 bar diameters. 7. All Standard Lumber shall be SPF , or stud grade with minimum Fb=1200 PSI or better. 0 WINPOW ANP POOP, 5CHML� / FFOPUCT A,`PFOVAL5 OPENING PPOt2UCT MOnF-L NUWI P, WINNOW OP ' PPOPUCT PF-51GN IMPACT IN5TALLATION & ATTACHMENT ACC�PTANC� �XPIpATION Ib POOP MPGP, PP�55UI2� P�SISITANT I Ml�THOf7 NUWI P, PA1F_ SECTIONAL MObF-L 824/ 811 nA� rJ001: Co, + 48,-52 Yes & Prawln5pn Products q NOA 15-0302,01 7/ 20/ 2020 GAP.A6� POOP: 16W X 7N Approval { pefer to Specifications WINNOW 5H 185 MI Windows & Boors + 55, - 5 Y05 & Prawinq in Product PL# 17499 10/ 17/ 202 max size 56x84 Approval Defer to 5pecificatlon5 MULLION Model 18514/ 18520 MI Windows N/A Yes & Prawinq In Product pL # 15353 12/ 3l / 2019 Approval I I I 51-VIN6 51 P0F_5 120-140 MI Windows & Doors -i- 55, -55 Yes pefer to 5pecificatlon5 & Prawln in Product q # PL 224011112912021 GLA55 POOP 12' X 9' 56P Approval 1:efer to 5peciflcatlon5, POOP (2) 2868 w/ stdelltes TH�I2MA-TPU + 50, -50 Yes & Prawlnq In Product FL_ 20468 12/ 3l/ 2021 Approval POOP Underla�{ment Tpl-PU1LT MATEf;lAL5 LLC -60 P5P N/A pefer to 5peclflcatIM5 & l2rawhoi In Product PL 16048-P6 7/ 18/ 2020 Weatherlock GoUp, Approval P,ofer to 5pecificat10n5 POOP Nrkl-rA61� PFF-MIUM 6 NAIL I'ATTEF.N TAMKO 194 MPH N/ A & Prawinq In Product Approval PL 18355-I?4 10/ 18/ 202 8. All lumber in contact with concrete or masonry shall be Pressure JURISDICTION: ST. LUCIE COUNTY Treated. I CODE: 2017 FLORIDA BUILDING CODE 9, Splitting or cracking of structural coin i)onents due to installation of BUILDING CLASSIFICATION: CATEGORY II hardware is not permitted. MINIMUM SOIL BEARING PRESSURE: 2500 -psf LATERAL LOAD OF TRUSS ANCHORS CONSIDERED: YES 10. Unless otherwise noted the installation of specified hardware shall SHEAR WALL CONSIDERED: YES conform to the manufacturers instructions and standards. CONTINUOUS LOAD PATH PROVIDED: YES It. Bearings points of headers, girders and -beams shall have vertical WIND SPEED (3 SECOND GUST): 163 MPH supports sufficient to support loads and shall be properly IMPORTANCE FACTOR: 1.0 anchored for uplift as will be noted. - EXPOSURE: CATEGORY C 12. Roof Sheathing to be nailed with 8d Galv. nails or equal, 6" O.C. MEAN ROOF HEIGHT: 14'-0" BUILDING DESIGNED AS: ENCLOSED 13. Unless otherwise noted for exterior walls, exterior plywood sheathing and interior drywalls is to be nailed with 10d nails or INTERNAL PRESSURE COEFFICIENT + -0.18 better , 6" O.C. edges and 8" O.C. Filled . Drywall screws 1.5" long EXTERNAL PRESSURE COEFFICIENTS FOLLOWS: and .131" in diameter. VERTICAL GCpf: + -1.07 14. For ridge vent installation block with 2x4 #2 HF or better between HORIZONTAL GCpf: -1.4 top chords or trusses along the edge of plywood directly below ROOF OVERHANG GCpf: f 0,55 the vent. BASIC VELOCITY PRESSURE: 29.85 psf FOLLOWING WIND PRESSURES BASED ON Atrib: 15. For Frame Segment to masonry segment connections use PT dia. lag 3/4" (5 psf DEAD LOAD USED IN CALCULATING UPLIFT) vertical secured to masonry with 3/16" screws embedment to 3000# concrete min 18" O.C. ZONE 1 MWFRS: +32.12 psf ZONE 2 h S: -12.29 psf 16. WALLS: The double top plate (butt spices) shall resist 4000lb/splice ZONE 3 MWFRS: -27.61 psf t -All wall top plates shall be lapped a min. of 24"C splices w/ ZONE 4 MWFRS: -25.12 psf 7-16d nails min. lap center 1/3 of wall shall be 4' w/9-16d y ZONE 4 COMPONENTS & CLADDING 47.5/-49 psf nails. ZONE 5 COMPONENTS & CLADDING: 47.5/-49 psf 17. At Gable, provide 2x4 full blocking to the trusses for the first two provide ROOF UPLIFT MOMENT 14.5 FT LBF truss spacing, spaced at 4' O.C. nailing shall be 4" O.C. at first truss. 18. Apply Plywood roof sheathing face grain perpendicular to supports. - JAAR ENTERPRISES LLC DESIGNED BY 19. All roof covering shall be applied per manufacturers ABRAHAM CHABAB Inc. , , 5809 Spruce Dr. p AC recommendations or per FBC and local codes whichever is more Lot36 Block 77 unit 9 Indian River Estate DRAWN BY AC strenuous. FL. BOARD OF PROF. ENG. AUTH.#26790 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 Email agchababl®msn.com 772 878-5079/475-6630 Fax 772 785-8291 PRODUCT APPROVAL WIND LOAD TE 8/30/18 SHEET 1 OF Ik SCALE 1/4"=1'0" NOTE : BLOCK FOR TABULATION AREA LIVING AREA 1781 SF GARAGE 455 SF FRONT ENTRY 132 SF TOTAL 2368 SF PORCH 162 SF TOTAL 2530 SF PROTECTION OF OPENINGS: BASED ON FBC SECTION 160614 1 EXTERIOR OPENING THAT RECEIVES POSITIVE PRESSURE SHALL BE PROTECTED WITH AN IMPACT RESISTANT COVERING MATERIAL THAT MEETS THE REQUIREMENT OF SSTD12 ASTME1886 AND ASTME1996 OR MIAMI-DADE PA201,202 & 203 1 • 1 LAYERS / FRAMERS TO CONSULT W/CONTRACTOR ROUGH OPENINGS OF WINDOWS AND DOORS DOOR SCHEDULE DR # SIZE ROUGH OP QUANTITY REMARKS D1 3'0"X6'8"X1 3/4" 5'51f2"x6'9" 1 EXTERIOR DR W/P SIDE LITES(12°) D2 2'8"X6'8"X1 3/8" 34"x81" 5 INTERIOR DR 6 PANEL D3 2'8"X6'8"Xi 3/8" 34"x81" 1 EXT, 1 HR FIRERATED 2'8"x6'8"x1 3/4" 351/z"x6'9" 0 EXTERIOR DR SOLID W/DR LITE D5 2'8"x6'8"x1 3/4" 35112"x6'9" 0 EXTERIOR DR S❑LID D6 2'8"X6'8"X1 3/8" 34"x84" 111"x81" 1 1 SHOWER DR SLDG GLASS ❑BSCURED GLASS DR. D7 9'0"x6'8" D8 2'6"X6'8"X1 3/8" 2 POCKET DR, WINDOW SCHEDULE SIZE WxH ROUGH OP ROUGH OP QUANTITY REMARKS MANUF. MODEL POURED SILLS PRECAST SILLS W1 37x63 27�14x63 1 MIN 5 SE OPENING MI W&D SH 185 W2 (2)37x63 %x6 37�4x591k 2 2 W/MULLION MI W&D MI W&D SH 185 7x591/2 W4 — W5 4 0 x 5 05 5 1 BATH WIN OBSCURE MI W&D W6 26k x 215/e 271/4 x 225/a 1 BATH WIN OBSCURE MI W&D FIRE SAFETY OPENING EGRESS WIND❑WS IN SLEEPING ROOM MUST HAVE A MINIMUM CLEAR ❑PENING HEIGHT OF 24" & A MIN NET CLEAR WIDTH OF 20", NET CLEAR OPENING AREA SHALL BE A MIN OF 5 SQ. FT ON GROUND FLOOR 5,7 SQ, FT. ABOVE GROUND LEVEL , MAX SILL HEIGHT 44` ABOVE FFE JAAR ENTERPRISES , LLC DESIGNED BY ABRAHAM CHABAB, Inc. 5809 Spruce Dr. AC Lot36 Block 77 Unit 9 DRAWN BY AC FIB. BOARD OF PROF. ENG. AUTH.#26790 Indian River Estate 5428 NW EDGEWATER AVE DATE PORT ST. LUCIE FL. 34983 FLOOR PLAN 8 / 3 0 / 18 Email agchababl®Risn.com 772 878-5079/475,-6630 SHEET 2 ❑ F 8 Fax 772 785-8291 TE 47'10" 6/1 M U Q \ I 55'4" 7'4 SEC A -A 8, 10,0" 40-1 f16" r----——— — — — — - I COVERED PORCH I 9' I I �t at I I N NII I I I 8„ 18,10" 9 lor- 15'4" E EGRESS EGRESS IN STEP WINDOW 9' SLDG DR -------------------------------------------------------- I I I I #5 REBAR I MAX SPACING 8 FT O,C, I I I I I SEC A' 4 IN THICK CONC,(2500 PSI min ) I I -A WERMESH ❑B CONCEOVER 6 MILPOLYVAPOR ' BARRIER OVER CLEAN COMPACTED I POISONED FILL I I I I ; j _rJ=J SEC B-B-----, 3' \ 6. . \. --- L i W I _--'- SEC A -A lwFtl---------41NSTEP LUMD.--WALL- - - - I 1�� HDL � I 56'x3O' 'SEC B-B L_J 20 4'DIAMETPOST I #5 REBAR 5' LO G EMBEDDED MIN ap'INTO CONC. I i W I MAX .SPACING F71R 18'x18' 914' I I I 8 FT ❑,C. v� I ------ I I l I D �-I I — r — — — — — — — — — — — — — — — — — — — — — — — — — — — — —I I I GARAGE 21'4" 8' FLAT CLG I I I I I ___ I 16 ET GARAGE DR, I I I I I I I I I I I I I I I I I I I I I I I I ---------------------IJ I I SEC A -A NTS M i N 1 a m I -1 I I I 4 IN STEP FRONT ENTRY 16'4 A 14 20" 3#5 REBARS 16" • 24" SEC B-B NTS 14'4 SEE FTC DETAIL 12 IN SQ, COL W/ 4#5 REBARS US 9" 17'10" SCALE 1 /4"=1 ' 0 " SEC C-C NTS :ill 4' TL 2"VTR I i 12 I� COL 4#5 R FOOTING DETAA. TITS Plumbing Riser PLUMBING RISER SUBJECT TO CHANGE N I S AS REQUIRED BY PLUMBING CONTRACTOR. ALL FTR MUST CONSTRUCTED UNDER 16" PERIM F❑❑TER 18" 4 REBARS :A. WAY A— • , FOOTER NTS DETAIL 1 NN DRAINFIELD FOUNDATION NOTES Prepare stab to recieve 41n concrete 2500 PSI with layer 6X6 wmm 6 MIL poly vapor barrier over clean compacted Solt treated for termite Pitch at grade 1 Inch per 10 feet Typical In direction of arrow Recess floor stab 1 Inch at all sliding glass doors and garage door Sunken showers to be 4 in concrete recessed slab with 6x6 wwm ��1tlluliG - -— - - - - - - - - - - - - - - - - - - - - - - IU-PLATE <-�- - - - - - - - - ter`----------------8 FT PLATE----------- 47.5/-4 -6"EL REAR ELEVATION 47,5/-49 f 12 6 10'0" PLATE - - - - - - - ------------- - - - - - - 8-FT-PLATE - - - - - - - - - - - - - - 8 ET PLATE�� 11 75F/- M M M 8"BAND IEI 47S/-49 FRONT ELEVATI - - - - - - - - - - - - - g �r--------- - i 9FT PLATE _ _ 8 FT PLATE LEFT ELEVATION INSTALLATION STEPS Material: 3M All Weather Flashing Tape 5057 or Equal Materials Step 1: - Expose Rough Opening � 2Jamb and Side Flashing as Shown in Fig.(a) Step 3: --_ Install Door as Shown in Fig.(b) Step 4: Use J Roller to Smooth out Flashing R INSTALLATION STEPS Material: 3M All Weather Flashing Tape 5057 or Equal Materials Step 1: -- Expose Rough Opening Step 2: (A) Tape Sill Flashing Step 3: — Install Window Step 4: Tape Jamb Flashing Step 5: © Install Drip Cap Step 6: Tape Header Flashing B WINDOW FLASHING DETAILS X1b"X x14'x ----------- �� 8 FT PLATE • V SCALE 1Z499-190 99 FL EO' FL EL -b"LL -6"EL 0' FL EL -6"EL ��;�Illllii F. ,/_ No 47165 f t f 'd$ W- 6 TAT plc'' PCOR\1D '��r� /�SS�ONAL �#�1\\ JAAR ENTERPRISES , LLC DESIGNED BY AC REVISIONS ABRAHAM CHABAB, Inc. 5809 Spruce Dr. Lot36 Block 77 Unit 9 DRAWN BY AC 4L.BOARD OF PROF. ENG. AUTH.#26790 Indian River Estate 5428 NW EDGEWATER AVE DATE PORT ST. LUCIE FL. 34983 ELEVATION PLAN 8/30/18 Email agchababl®msn.com DESIGN PRESSURE Ph 772 878-5079/475-6630 FLASHING DETAILS SHEET 5 ❑F 8 Fax 772 785-8291 —E) LL MATERIALS ILED W/10d t, '7/8' STUCCO W/#30 FELT 2x6 SECURED TO OOD BOTTOM OF BEAM IED AREA— S @ 6' O. I-KERF AS END TO SIDE f, WALL— @ 12' D.C. z 0 F w a w x x 0' FL EL -6" EL 12 IN SQ, 1010" 8' COL W/4# Tod 5 R BARS 12 IN SQ, COL W/4 5 REBARS FRONT GR■ FRAMIVG PRECAST LINTEL TABLE 'M-20 CBS WAL 3'0' HIGH 8 0' FL -6" EL TO BLOCK SIDE VIEW LINTEL# LENGTH TYPE QUANTITY ALLOWABLE GRAVITY LOAD (LB) APPLIED GRAVITY LOAD(LB) SAFE UPLIFT UPLIFT LOAD <LB) APPLIED UPLIFT LOAD(LB) BEAM COMPOSITE FILLED REMARKS Ll 3'6' PRECAST - 6282 1465 400 BF16/1B1T Y 1#5 REBAR L2 - 6252 1576 550 K16/1131T Y 1#5 REBAR L3 " PRECAST 5 6222 1978 L3A 4'6" PRECAST -- 3086 2918 3455 1956 BF6/1B Y 1#5 REBAR L4 5'0" PRECAST - 6200 1 1865 5256 475 Y 1#5 REBAR L6 r1nN PRECAST - 6110 1012 200 Y 1#5 REBAR L7 ' PRECAST 1 6102 1012 5246 200 Y 1#5 REBAR L7A 6'6" PRECAST - 3028 540 3514 439 SEEZID Y 1#5 REBAR L7B 6'6" PRECAST - 2354 275 1340 230 8F4/1B Y 1#5 REBAR L8 7'6" PRECAST 2 6042 3398 5406 Y 1#5 REBAR L8A 7'6" PRECAST - 2998 398 3553 520 8F6/1B y 1#5 REBAR L10 9/4" PRECAST 1 2 4442 1200 3888 2800 8F12/1131T Y 1#5 REBARS Lll 10'6" PRECAST 1 5862 1959 5586 1316 8F16/1131T Y 1#5 REBAR L13 lPln# PRECAST - 5772 - 5076 #5 REBAR L1 - 4936 L15 7' " PRESTRESSE 2 9455 3500 Y 1 5 REBAR SCALE 1/4 -l'o" * USE CAST CRETE MATERIAL DESCRIPTION OF 8F16/1B1T BY CAST CRETE FILLED W/MIN 3000 PSI GROU TO FORM A CONC. BEAM .': HIGH STRENGTH LINTELS FILLED W/ GROUT QUANTITY OF 5 REBAR @ NORMAL WIDTH TOP BLOCK '\i 16/'1 B T NORMAL HIGH 'aUANTITY OF LLL### 5 REBAR @ BOTTOM LINTEL FRONT ELEVATION 4 3/1 4 3/16" upset=1/4" heel=4 3/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT VARIES TYPICAL END DETAIL upset=1/4" heel=4 3/16" PLUMB CUT END 2 x 4 Top Chord WALL HEIGHT 8'-l" END DETAIL: A a O CJ1 CJ3T CJ5T J7T J7T J7T (U J7T Cu J7 J7 J7 J7 J7 J7 C1 C1 C1 C1 C1 "0 C (U C2 C3 CJ5 CJ3 CJ1 21 27'-4' 55'-4' co U-) yVj U U U NOTE: "GE1" set back 3/4". Trusses behind "GE1" are set back 2-1/2". 18'-5' 18'-0' U7 M -7 U U U 12'-8' a 01 A 13 15 5 3 11 ALL WA.L5 SHOWN ON THIS LAYOUT AFC TO M LOAD REARING N.I. C1,65. ARE FLAT @ 6M. K5 U.O.N. 61,011 91-011 ................ oo❖.o❖.o•.00.❖.❖.� � � CONNECTOR SCHEDULE TRUSS MEMB. BEARING POINTS TRUSS MA) UPLIFT I LD(LB)-I TRUSS MAX GRAVITY I LD(LB) 4 CONNECTOR ID CONNECTOR ALLOWABLE UPLIFT LD(LB) NAIL TYPE FASTENERS REMARKS B09 I 7 1 - 1678 U7 - 1678 - 3409 (7 - 3409 lD(2)SIMPHETA 2 2035 10-10d1(1/2) NAILS TO TRUSS -(2)SIMPHETA 2 2035 10-1 Od1(1 /2) NAILS TO TRUSS AO1T 1 9 1 - 1309 (9 - 1784 1 - 2789 - 3011 1 SIMPHETA 20 1450 10-10d1 1/2 NAILS TO TRUSS 8'CBS 8x4 &(2)SIMPHTS 20 1950 20-1 Od1(1/2) NAILS TO TRUSS 24-1 Od1 1 2 NAILS TO PLATE 31E USE SIMPS❑N META18/14 ANCHOR (CONCRETE TO WOOD TRUSS MEMBERS) n WITH 8-10d1(1/2)" NAILS EMBEDDED INT❑ 8-IN POURED CONC. BOND BEAM -TRUSS MAX UPLIFT 11400LB CONNECTOR UPLIFT M TA1 /14 ' 1450 LR -DIFFERENT ANCHOR IS REQUIRED FOR TRUSS MEMBERS THAT ARE LISTED IN THE TABLE W USE SIMPS❑N LTS20 CONNECTOR ( BETWEEN TWO WOOD MEMBERS) WITH 12-10D NAILS TO THE PLATE AND 12-10Dx11/2 NAILS FOR THE TRUSS MEMBERS, -TRUSS MAX UPLIFT 425LB CONNECTOR UPLIFT SIMP LTS20: 620 LB -DIFFERENT ANCHOR IS REQUIRED FOR TRUSS MEMBERS THAT ARE LISTED IN THE TABLE ABRAHANI CHABAB, Inc. L. ItOARD OF PROF. ENG. AUTH.#26790 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 Email agchababl®msn.com Ph 772 878-5079/475-6630 Fax 772 785-8291 %R ENTERPRISES, LLC DESIGNED BY AC 5809 Spruce Dr. Lot36 Block 77 Unit 9 DRAWN BY AC Indian River Estate DATE 8/30/18 TRUSS LAYOUT CONNECTOR SCHEDULE SHEET ❑F 7 9 lyy �� P•: •'�,�o E N S B 6, �� Pt OR S/ O N AL,������� REVISIONS 30" MIN LAP 3" MIN,, COVER SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING(LBs) BOTTOM CHORD__ DIAG❑NAL BRACE SPACING (DBs) #TRUSSES SP/DF SPF/H UP TO 32' 4/12 15' 20 15 - 8' 4 / 12 15' 10 7 48'-60' 14/12 15' ❑VR 60' 1 SEE A PROFESSIONAL ENGINEER DF D❑UGLAS FIR -LARCH SP 1 SOUTHERN PINE HF HEM -FIR SPF1 SPRUCE -PINE -FIR k1l lateral braces apped at least 2 trusses WARNING : Failure to follow these recommendations could result in A A severe personal injury or damage to trusses or buildings e p J rY 9 9 STD HOOK BON STD HOOK REQ'D @ EACH END OF SHEARWALLS OR SHEARWALL SEGMENTS ONE STORY CBS WALL 1(1/2)" MIN 11 VERT. REINF. IN GROUTED CELL DOWEL LAPPED CLEANOUT REQ'D W/WALL REINF. FOR GROUT LIFT ALL LAPS MIN 30" I I u II 6" MIN EMBEDMENT T FOOTING GROUTED CELL 1 #5 CORNER BAR s bracing repeated at end of the building d at 20' intervals STD HOOK BOND BEAM 2 FILLED CELLS_ 1 #5 EACH CELL 1:16109 - I a '\12"MIN CHANGES IN BOND BEAM H E_ I('H 8d RINK SHANK NAILS 0 0 0 8d RINK SHANK NAILS ° ° ° ° ° ° ° ° ° ° ° 0 0 0 0 ° ° ° ° ° ° ° ° o ALL STRUCTURAL SHEATHING o ° ° ° PANELS TO BE 1/2" MIN. ° ° ° THICKNESS (4-PLY) CDX ° ° ° ° ° ° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 0 0 0° 0 0 0 0 0 0 0 0 0 ° o o ° ° ° 0 0 0 0 0 o ° ° ° ° ° ° ° ° ° o ° 0 0 0 0 0 0 ROOFSHEATHING LAYOUT NTS L-CLIP DIMENSIONS fart# Cuiv7 q MATERIALS AND SPECIFICATIONS: Material : Cold Rolled 1008/ IOBO Steel per ASTM Al09 5trengLt 1: Min Fq-41,5 Ksi, Min. Fult 49 Ksl TIEDOWN NOMINAL STRENGTH: 1_enstle : 482 Lbs (LPTP) , 521 Lbs (A50) Shear: 5B6 Lbs (LRFP), 257 Lbs (ASV) TIE DOWN DETAILS WIND PRE55UM 45 P5F UPLIFT 136 1,65 U5E ONE CLIP FOR EACH CORNER UPLIFT 5TMN6TH PER CLIP 321 L65 3211_(35 <156 LP5 LATERAL FORCE 275L65 521 X2- 642L(35 < 275L65 L CLIP & FASTENERS 4'X4'X4" CONCRETE 5LA13 AC lie flown bota i Q 0 ° 0 0 0 0 ° 0 0 ° 0 ° ° ° 0 0 0 0 0 ° 0 8d RINK SHANK NAILS @ 5" O.C. IN ZONE 0)&13 8d RINK SHANK NAILS @ 7" O.C. IN ZONE 1� 11.1 GAP PRE-ENG. TRUSSES GENERAL NOTES : 1-The contractor shall provide all labor ,materials, connectors , supplies and shall perform all operation for the complete and total installation of all construction work shown and or implied on the drawings , including but not limited to the following any appliance and/or if called for in detail , without additional cost to the owner. 2-The contractor shall verify dimensions and job conditions prior to submitting bids and report to the engineer any discrepancies and/or omissions which would interfere with the satisfactory completion of the work , as detailed on the drawings and or specified herein. 3-Drawings are not to be scaled for accuracy of placement or location due the nature of reproduction process. Improper placement shall be the responsibility of the contractor to repair. 4-All work shall be of sound construction, consistent with the best building practices of the individual trade. 5-All materials shall be new and unused (unless otherwise noted for relocation or installation) All defective materials furnished and/or installed by the contractor shall be removed and replaced at the contractor's expense without delay of work. 6-All materials or equipment utilized on the job shall comply with the requirement of the latest edition of the APPROVED Local Building Code The National Electrical and Plumbing Codes Disability Act , Florida Access Code and all Local Codes and Ordinances as may apply to any portion of the work . 7-The contractor shall remove any debris as it accumulates and shall not allow discarded materials to accumulate. Each Sub -contractor shall be responsible to police their area of work and pick up their discarded materials and waste . 8-All necessary inspection certificates , permits and licenses as may be required are to be obtained at the contractor's expense . PLUMBING NOTES: -The work shall comply with all Federal, State, County and Local Law Regulations and Ordinances affecting the work , to include "The Standard Building Code" ,The Standard Plumbing Code", "The Standard Mechanical Code" and all Local & State Codes in force at the time of construction. -Make all connections to existing water and sewer utilities as may be required, modify the existing utilities as may be required to make the necessary connection. -Provide all excavation and backfilling as required . Lay underground piping only on tampered well connected soil -fill to meet required compaction. -Water piping, fittings and connection shall be type "K" copper tubing below grade and type "L" above grade . -Insulate all hot water piping with ARMAFLEX II , 1 inch minimum thickness. -Potable water system shall be soldered with "NO LEAD" solder. -Clean and flush all piping and fixtures . -Sterilize all potable water piping systems to meet AWWA C160-54 and flush test all systems . -Test all systems , test water piping to 150 PSI with valves full open. -Test DWV piping to 10 feet water head . CERTIFICATION SIGNING & SEALING OF PLAN BY ENGINEER IS FOR REVIEW OF COMPLIANCE WITH 2O17 (FBC) FLORIDA BUILDING CODE AS APPLICABLE FOR THE SPECIFIC RESIDENCE AND ONLY VALID IF IT BEARS THE SIGNATURE DATE & RAISED EMBOSSED SEAL OF THE DESIGN ENGINEER. THE ENGINEER DOES NOT ACCEPT TOTAL RESPONSIBILITY FOR ALL DESIGN/SPECIFICATIONS RELATIVE TO THIS ENTIRE STRUCTURE & SPECIFIC SITE LOCATION INCLUDING BUT NOT LIMITED TO ELECTRICAL, PLUMBING, HVAC, SURVEY INSPECTIONS, ENERGY CODE GRAVITY LOADS AND SO FORTH UNLESS OTHERWISE REFLECTED OR INDICATED ON THE PLAN MATERIALS/COMPONENTS GENERALLY CONSIDERED AS MANUFACTURED OR PREFABRICATED ARE NOT A PART OF THE ENGINEER'S CERTIFAICATION . MATERIAL APPROVALS SUCH AS BUT NOT LIMITED TO TRUSSES, TRUSS OVERHANGS, HEADERS, WINDOWS, GARAGE DOORS , LINTELS , WINDOWS GLAZING , HURRICANE ANCHORS ALUMINUM SOFFITS/FASCIA, DOORS, SLIDING AND FRENCH DOORS ARE NOT PART OF THE ENGINEER'S CERTIFICATION AND SHALL BE APPROVED BY THE MANUFACTURER OR VENDOR WHEN REQUIRED BY LOCAL BUILDING CODE. FINAL DESIGN OF PLUMBING, ELECTRICAL AND HVAC DESIGN THAT MAY BE REFLECTED ON PLANS SHALL BE THE RESPONSIBILITY OF OTHERS AND SHALL BE INSTALLED BY THE APPROPRIATE SPECIALTY CONTRACTORS THESE CONTRACTORS ACCEPT RESPONSIBILITY FOR FINAL DESIGN AND CONSTRUCTION UNLESS OTHERWISE NOTED. VERIFICATION OF ALL DIMENSIONS BEFORE ORDERING MATERIALS AND START CONSTRUCTION IS THE RESPONSIBILITY OF THE APPLICABLE CONTRACTOR OR OWNER. ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF BUILDING DESIGNER AND ANY CHANGES THAT WILL BE MADE ON SITE. a2x4 BLOCKING BET.ALL TRUSSES ------------7------- 1 #5 DOWEL IN CORNER RIDGE BLOCKING DETAIL . \01 405 CONTINUITY OF FOOTING_� REINFORCEMENTLOWO AOF /SS ONA 11��\\\� JAAR ENTERPRISES LLC DESIGNED BY ABRAHAM CHABAB, Inc. 5809 Spruce Dr. AC "�_4 Lot36 Block 77 Unit 9 DRAWN BY FL. BOARD OF PROF. ENG. AUTH.#26790 Indian River Estate AC 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 DATEB DETAIL PLAN / 3 0 / 18 Email agchababl®msn.com 772 878-5079/475-6630 GENERAL NOTES SHEET 8 OF Fax 772 785-8291 8 M c-I U. U. U 21'4° 58" 16'4" 12' Total Truss Quantity = 141. COFFER 9'-0" CLG VOULTED CELING 10'-0" BRIG 9'-0" BRIG 12 6 14 Anthony T. 12 * NOTE: ALL TRUSS TO WALL AND/OR TRUSS TO LEDGER CONNECTIONS BY BUILDER (UNLESS NOTED OTHERWISE) o " cc- ° E� c Mc 5 c E� *NOTE: ALL CEILING DROPS BELOW BEAM ARE 9 o c3 'a E '°w > BY BUILDER (UNLESS NOTED OTHERWISE) o y = t'- V! * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW o o mc m w � TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING m C `0 y " T� E E DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL o - _ c N a d o STABILITY OF THE ENTIRE STRUCTURE.REFER TO THE = w w E a°: o c y a INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR o¢ o N o GRAVITY AND UPLIFT LOADS. sg r t @ ° W2 o 2 ma`g� m FOR BRACING & ERECTION DETAILS REFER TO C a 3 `o _ -°o y BCSI-03AND/OR ENGINEER OF RECORD a `) d t � = - ° °oo v d N'2 N E a= T L alll = � C c W d a a tN d O W REPRESENTS THE LEFT SIDE Z E ° 0 � Z a OF EACH TRUSS DRAWING ¢ rnw r° Eo a Eom c 9 N U p ( NOTE: REFER TO USP CONNECTOR 94 ° p m ` c Eo o��mn CATALOG FOR INSTALLATION DETAILS) ..M m a d o N�_ _ " E A JUS24 H THD46 Q--- a 2 o w ._° t° ~° B JUS26 J MSH422 R - -- ° a 2 r w 3= N a -S ° Ta C THD26 K MUS26 S - - _ ) m coo 0—E� � c o o-E'5"=m G E T Z E OC p THD28 L HJC26 T--- _ w it m ap E THD26-2 M - - - U - - - K rn ° o a y m m, ' m 3 z F THD28-2 N--- V-- _-- N d o G JUS46 P - - - X - - - m oa ° m E00 Lo 2 HBB HANGER BY BUILDER BBB BEAM BY BUILDER O r w T� o w � c l- a0i 0- o F y o a o rn E NOTE: UPLIFT CONNECTIONS FOR ALL COMMON TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 `° y ° N E o STRAP (BY OTHERS) UNLESS NOTED OTHERWISE o ° " ° iu a� A f0 O� p N p (EXCLUDES VALLEY AND PIGGYBACK TRUSSES) d m y = ° o = E 046a LOADING ROOF FLOOR WIND LOAD zsw 0 8 C O C O a N N LIVE LOAD 20 - ASCE 7-10 o mm E a c m m o N 0-0 otaoEI�0t� i- U DEAD LOAD 20 - 163 MPH EX :PC a ° o o r m^ y a - mC C Q LIVE LOAD CATEGORY II = 3 C ° t E co U DEAD LOAD 10 ENCLOSED o y -a a o rn` O ° �. _ c y a d 3 c E 0 Z °3'ot C ---------_--- F c O� v` a w TOTAL LOAD 50 - FBC-2017 0 o a m= a° y o C ---- - C'a°m mc�c° c 2 w O W 5 C DURATION FACTOR 1.25 TPI-2014 o � d o= E N REV DATE BY REMARKS ° ° m = y `° y 2 EvrEv'pt'+0.c OE 0 o 'p° COV N � �'cyo�iEEp�. s w N g= Cc G" Q O N N V m W. ny, c C y N C `�- U 2> c c E o. - - /- /---- - a y 0 5.2 U) _C �0 'O N ar 'N a7 It is understood that above ❑ APPROVED E - au 8 -� r t S O Q dO.wr— fw conditions have been reviewed & E a o a s are acceptable for the fabrication ❑ APPROVED AS NOTED o w 3 E at trusses, elevations, pitches, y m a 3 E s I overhangs, fascias,ceiling ❑ REVISE AND RESUBMITE o m € elevations/pitches, bearing 2 ._- F o N E_ conditions & all detail pertaining ❑ REJECTED mw ° w 8 @ o to this truss placement plan. No N m w ° ° = o 6 back charges will be accepted DATE d o� 0 E c2" ao ° .c- m ° E o without previous written approval $ -, � ;, � �w �, � o N from an A-1 Roof Trusses E@ 0 o g u o representative. m w 6 _ p p REVIEWED BY E m ¢` o �' ° PLAN DATE ARCH: /--/---- STRUCT:-4-4---- ai6IL _ ° C U > N N N> O pI CUSTOMS JAAR ENTERPRISES 2 W � � o '0 c 5 = Sip N N a@ �. 2-2 :D iJ y s m° 16 E° m J (NN w aY JOB NAME 5809 SPRUCE DRIVE W " 0 a ; 0 W OE 15 r 'S "O H E i] '' E U N O O Z O) m ° � VI � r OPTION(S) - N°� a° a o° C L U L O D C w C O O) t0 I- N to W O N 0 fa / _ ' Oi ,.Op, mN 8 _-5p COMMNTY O- Uq 0 M w LOT# °/ MC L °1 C°°U 2 -o pm 0 2O f/1 CITY PORT SAINT LUCIE E a COUNTY SAINT LUCIE a s� a'0 a a a ma2 &0o , d ¢' C BLDG BLDG a N 0 N- = o ' TYPE # a EcC° Cm'= s`a a cc5�'o.. y �.°c a°s 3'Tmn c E JOB # 74506 MASTER—v.o C m ' P nyT Ta bn III ,C� C C p~ O N O Wl ole F— ` m d O G (p Y N 9 P"ane` DRAWN SCALE w o 0 a'o 2 E y C T 12/10/2018 o g a > S rn AAP NTS E o c o > o Qaci5Scc c m y 2 a W .D WE d f6 N L � A-1 ROOF e"tixd� QUQ 'LO •pEC j p �C 'AAM TRUSSE'Scc 'p —�U N —�-C O SERIAL #: a a« .� ai c c m 3 3 A FLQRIDA GC)RPORAI'ION U) a)C o a: °° o 4d36b989999e20a51b6cde8e Ph 772-409-1010 / Fax 772-409-1015 In � p �- m E p N http://www.a1truss.com N , In c o OH ELECT SERVICE 3 #3/0 (THW) CU & 1#4 GRD (THW) CU IN 2" GALV, COND, ELECTRIC METER #2CU GROUND TO TO FTG STEEL & DRIVEN GROUND 3 #3/0 (THW) CU & 1#4 GRD (THW) CU IN 2" GALV, COND, PANEL 200 AMPS NOTE ALL WIRES ARE COPPER 5/8'x10' LONG GRD ROD ELECTRICAL RISER DIAGRAM NTS ELECTRICAL LOAD CALCULATIONS ELECTRICAL LEGEND SYMBOL I DESCRIPTION &.. DUPLEX OUTLET (GROUNDED TYPE) y (G/P WEATHER PROOF DUPLEX OUTLET WALL SWITCH CONTROLLED DUPLEX OUTLET ABOVE COUNTER LOCATION ® FLUSH FLOOR WALL SWITCH CONTROLLED DUPLEX OUTLET (OWNER VERIFY LOCATION) ® 220 VOLT OUTLET OR CONNECTION TELEVISION CABLE OUTLET Q TELEPHONE OUTLET LOCATION © DOOR CHIME LOCATION ® 120 VOLT JUNCTION BOX SINGLE POLE WALL SWITCH 3-WAY WALL SWITCH CEILING MOUNTED LIGHT FIXTURE WALL BRACKET MOUNTED LIGHT FIXTURE -� SUSPENDED CEILING MOUNTED LIGHT FIXTURE RECESSED DIRECTIONAL CEILING LIGHT FIXTURE ® RECESSED CEILING LIGHT FIXTURE RECESSED LIGHT FOR WET AREA ONE TUBE UNDER COUNTER FLUORESCENT LIGHT 4D EXTERIOR CAST ALUMINUM FLOOD LIGHTS ® CEILING MOUNTED FAN - EXHAUST CEILING MOUNTED FAN AND HEATER PL PORCELAIN LAMPHOLDER OB DOOR BELL BUTTON QSD. SMOKE DETECTOR CEILING MOUNTED FAN LIGHT AND HEATER CEILING MOUNTED FAN - PADDLE n7� PRE -WIRE GARAGE DOOR OPENER V CHANDELIER 1781 SF @ 3.0 VA 5937 VA A/C HEAT 5000 VA RECEPTACLES 2-@180 VA 29eo VA WASHER 1200 VA DRYER 5500 VA WH 4500 VA POOL PUMP 2500 VA RANGE 5500 VA IRRIGATI❑N 2000 VA REF, 1000 VA MISC 1500 VA TOTAL 38597 VA LOAD IN AMPERAGE 38597 VA/208 = 186 AMPS USE 200 AMPS SERVICE SCALE 1 /499_t 9099 ELECTRICAL NOTES —All electrical installation shall be in accordance with the requirement of the N.E.C. (NFPA No 70 as amended and all local & state codes in force at the time of construction.) —Ground system in accordance with article 250 N.E.C. —System voltage shall be 120/240 Volts single phase UON. —Panelboards and local centers shall be square D, ITE . —All conductors and materials shall be UL approved . —Provide a written directory attached to each panelboard. —Permits are required and it is the reponsibility of the contractor , . All contractors shall be licensed and hold occupational license in the county where the work occurs. CAI SCALE 1 TABULATION AREA LIVING AREA GARAGE FRONT ENTRY TOTAL PORCH TOTAL 1781 SF 455 SF 132 SF 2368 SF 162 SF 2530 SF mummolel"ll• W. I TWO t8i & I1� i 1614" 12' T 55'4" • COFFER 9'-0" CLG VOULTED CELING 10'-0" BRIG 9'-0" BRIG 8'-0" BRIG 12 6 d 1'-6" 12 L Q L C 2 IV V I C: /ALL I KU.7J I U VVALL AINU/UK I KU66 I U LEDGER CONNECTIONS BY BUILDER (UNLESS NOTED OTHERWISE) * NOTE: ALL CEILING DROPS BELOW BEAM ARE BY BUILDER (UNLESS NOTED OTHERWISE) * NOTE: THIS TRUSS PLACEMENT DIAGRAM IS TO SHOW TRUSS I.D. AND TRUSS LOCATION ONLY. THE BUILDING DESIGNER IS REPSONSIBLE FOR THE STRUCTURAL STABILITY OF THE ENTIRE STRUCTURE.REFER TO THE INDIVIDUAL TRUSS ENGINEERING DRAWINGS FOR GRAVITY AND UPLIFT LOADS. FOR BRACING & ERECTION DE Alt R BCSI-03 AND/OR ENGINEER OF RECORD REPRESENTS THE LEFT SIDE OF EACH TRUSS DRAWING (NOTE: REFER TO USP CONNECTOR CATALOG FOR INSTALLATION DETAILS) A JUS24 H THD46 Q - - - B JUS26 J MSH422 R - - - C THD26 K MUS26 S - - - p THD28 L HJC26- E THD26-2 M - - - U - - - F THD28-2 N - - - V - - - G JUS46 P - -- X - -- HBB HANGER BY BUILDER BBB BEAM BY BUILDER * NOTE: UPLIFT CONNECTIONS FOR ALL COMMON TRUSSES BEARING ON ANOTHER TRUSS TO BE LSTA12 STRAP (BY OTHERS) UNLESS NOTED OTHERWISE (EXCLUDES VALLEYAND PIGGYBACK TRUSSES) LOADING ROOF FLOOR WIND LOAD O LIVE LOAD 20 ASCE 7-10 a o U DEAD LOAD 20 163 MPH EXP C oLIVE LOAD CATEGORY II m U DEAD LOAD 10 ENCLOSED FBC-2017 TOTAL LOAD 50 DURATION FACTOR 1.25 TPI-2014 E DATE BY REMARKS It is understood that above ❑ APPROVED conditions have been reviewed & are acceptable for the fabrication ❑ APPROVED AS NOTED at trusses, elevations, pitches, overhangs, fascias,ceiling ❑ REVISE AND RESUBMI- elevations/pitches, bearing conditions & all detail pertaining ❑ REJECTED to this truss placement plan. No back charges will be accepted without previous written approval DATE from an A-1 Roof Trusses representative. REVIEWED RY PLAN DATE ARCH: /--/---- STRUCT /--/---- CUSTOMER JAAR ENTERPRISES JOB NAME 5809 SPRUCE DRIVE OPTION(S) - COMMNTY / LOT # CITY PORT SAINT LUCIE COUNTY SAINT LUCIE BLDG TYPE BLDG # JOB # 74506 MASTER DATE 12110/2018 DRAWN SCALE AAP NTS SCANNEI: BY St. Lucie Coun M TRUSSES A FLORIDA CORPORATION Ph 772-409-1010 / Fax 772-409-1015 http://www.a1truss.com 19 _67 1 q ui m m a w w Y = ° E U Y y c N p y E c m a � _ L 5 I°- SO m E -.0 >' o Q 'O 00 2 a y T E~ c O CD w Q EL U N d o m O m m 9 2 a F m U m 2 N m A C m C � - p a m� C .y ma Uo C 0) do). 2= L aLLI O �+-' C a CL a$ a o 0o ; m CH _ w`o z E E° E oCc S 0 m 3 Ou _�>. 'mE�,C °� m p y u°i c W OU m m C= C D m E'o o ¢ � p� 0 a� m C N pyj L of O y O p wL, y m N wo 2 m > o� 0.2 maf-L -- >. 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