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HomeMy WebLinkAboutPRODUCT APPROVAL WIND LOADGENERAL NOTES: 1. Construction shall follow Florida Building Code as adopted by t County or City in which the building is to be constructed wit applicable amendments. 2. The Contractor , Subcontractor , Supplier , Etc shall verify all dimensions , conditions at the jobsite plans and Specification: 3. All written dimensions on these drawings take precedence over scaled dimensions 4. Structural features not detailed on these plans will be addres by the engineer as construction progresses. STRUCTURAL NOTES: 1. Design Loads: Roof (DL+LL)= 5.0 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 Str ngth of 2500 PSI at 28 days . See plans for size and steel requirem nts. 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 minim Fb=1200 PSI or better. 8. All lumber in contact with concrete or masonry shall be Pressure Treated. 9, Splitting or cracking of structural components due to installation of hardware is not permitted. 10. Unless otherwise noted , the installation of specified hardwar shall conform to the manufacturers instructions and standards. 11. Bearings points of headers, girders and beams shall have ve tical supports sufficient to support loads and shall be pr perly anchored for uplift as will be noted. 12. Roof Sheathing to be nailed with 8d Galy. nails or equal, 6" 0.C. 13. Unless otherwise noted for exterior walls, exterior pl wood sheathing and interior drywalls is to be nailed with 10d nails or better , 6" O.C. edges and 8" O.C. Filled . Drywall screws 1.5' long and .131" in diameter. 14. For ridge vent installation block with 2x4 #2 HF or better b tween top chords or trusses along the edge of plywood directly below the vent. 15. For Frame Segment to masonry segment connections use PT vertical secured to masonry with 3/16" dia. lag screws 3/4" embedment to 3000# concrete min 18" O.C. 16. WALLS: The double top plate (butt splices) shall resist 40001b splice -All wall top plates shall be lapped a min. of 24"@ splices w/ 7-16d nails min. lap center 1/3 of wall shall be 4' w 9-16d nails. 17. At Gable, provide 2x4 full blocking -to the trusses for the fir t two truss spacing, spaced at 4' O.C. nailing shall be 4" O.C. at f rst truss. 18. Apply Plywood roof sheathing face ;grain perpendicular to s 19. All roof covering shall be applied per manufactu: recommendations or per FBC and local codes whichever is r. strenuous. 0 WINPOW ANP POOF? 5CHW121� / I'I?ObUGf AFPPOVAL5 OPENING PI?012UCT MOI2F-L NUMP3 F WINPOW Of? PI:OI2uOr 12F-51GN IMPACT IN5TALLAi10N & Ai1ACHM�N1 ACC�P1ANC� �XPII?A1ION IP 12001: MPG p, ppE55UpF- pF-5151TANT M�TH012 NUWerl nAT� 5�0'I0NAL MOnF-L 824/ 811 l efor to 5peclf1cat1on5 GAP.A61 IPOOF 16W X 7H PAP 12001? Go. 4- 48,-52 Yes & Prawinq in product NOA 15-0302.01 7/ 20/ 2020 Approval WINPOW 5H 185 MI Windows & Poors -+- 55 -55 Yes pefer to Specifications & Prawinq in product PL# 17499 10/ 17/ 2018 max size 3604 Approval Fefor to Specifications MULLION Model I8514/ 18520 MI Windows N/A Yes & Prawinq In Product FL # 15353 12131 / 2018 Approval SL1121NG GLA55 1200: 5�1:1�5 120-140 12' X 9' 5GI2 MI Windows & I2aors + 55, -55 Y05 Refer to Specifications & 12rawinq In Product FL # 22401 1112912021 Approval Defer to Specifications POOP, (2) 2868 w/ sidelltes TH fPMA-TI`U + 50, -50 Yes & Prawinq In Product FL 20468 12/ 3l / 2021 Approval Fcfer to 5pecifications PoorUnderlaymerrt Weatherlock G Owens Gorninq N/A N/A & Prawinq In Product FL # 9777 12/ 31 / 202 Approval lefer to Specifications 1200r Shingles &Starters Owens Corning N/A N/A & Prawinq in Product FL# 10674 05/ 16/ 2020 Approval JURISDICTION: ST. LUCIE COUNTY CODE: 2017 FLORIDA BUIILDING CODE BUILDING CLASSIFICATION: CATEGORY II MINIMUM SOIL BEARING PRESSURE: 2500 psf LATERAL LOAD OF TRUSS ANCHORS CONSIDERED: SHEAR WALL CONSIDERED: YES CONTINUOUS LOAD PATH PROVIDED: YES WIND SPEED (3 SECOND GUST): 163 MPH IMPORTANCE FACTOR: 1_0 EXPOSURE: CATEGORY C MEAN ROOF HEIGHT: 14'-0" BUILDING DESIGNED AS: ENCLOSED INTERNAL PRESSURE COEFFICIENT + -0.18 EXTERNAL PRESSURE COEFFICIENTS FOLLOWS: VERTICAL GCpf: + -1.07 HORIZONTAL GCpf: -1.4 ROOF OVERHANG GCpi: ± 0.55 BASIC VELOCITY PRESSURE: 29.85 psf FOLLOWING WIND PRESSURES BASED ON Atrib: (5 psf DEAD LOAD USED IN CALCULATING UPLIFT) ZONE 1 MWFRS: +32.12 psf ZONE 2S: -12.29 psf ZONE 3 MWFRS: -27.61 psf ZONE 4 MWFRS: -25.12 psf ZONE 4 COMPONENTS & CLADDING 47.5/-49 psf ZONE 5 COMPONENTS & CLADDING: 47.5/-49 psf ROOF UPLIFT MOMENT 14.5 FT=LBF YES TERMITE TREATMENT REQUIRED CONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT To ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES, ALL MANUFACTURES LA13LES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTN. INS,?�:CTIONS ARE APPROVED � CANNIL�i BY 3t Lucie r;l fdoi-063-f- CCU\" IY B17 1 ,TN- U' •. LCTIJV' W-ML BE ,NIADE. UN JOB Dports. JAAR ENTERPRISES , LLC DESIGNED BY rs ABRAHAM CHABAB, Inc. Q 5807 Spruce Dr. Ire Lot35 Block 77 Unit 9 DRAWN BY FL. BOARD OF PROF. ENG. AUTH.#26790 Indian River Estate 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 RECEIVED APR 0 4 2018 ST. Lucie County, Permitting AC 11coun MEN DATE 5/30/17 SHEET 1 OF \\\'HABq'j/ =K? gym`•. Q 2= o: u�; ROFESS� \\� IONS DATE 17'10" E 12 EGRESS BEDROOM 8' FLAT CLG 6'BF 8'6'- 8'9"�� O O " 7 2 6'BF BEDROOM 8' FLAT CL6 11 6" 4 1 COVERED PORCH 9' FLAT 4" 1 M 51 A 2 10, EGRESS N OK I---- ------- ---, CATHEDRAL I I MASTER i BEDROOM 4" 12'2" I �8 9 TRAY CLG 16'0" 25'4" LIVING ROOM 2' I 12' 21, 18'8" CATHEDRAL 36'Counter 15'4" Height 36' l N CKE POCEET 7'6" i i ° r, D8 D8 ° KITCHEN o6'4' M. CAT EDRAL BATH (6'14)' 10'4" 6'4" 9' " 3'2" 3 918, 918, 0 Q .I.C. N E WALL b LLJ <4' 3<4" H / WAL WH 12'6" "WALL 6� 56"x30" _ _ t}" 14'10° 6 10" 24'x94' F ATTIC o 20 _ - - 9'4" METAL 5' 4'D LONGG EMBEDDED DINING ROO \ / W INTO CONC. MIN 24' CATHEDRAL 9'4' FTR 18'48' FOYER D w U W2 GARAGE N w „Oo 8' FLAT CLG 21'4' 0 � 10,9„ �~ FRONT6ENTRY Iry w I I 16 FT GARAGE D , I I - I 22'0" 12'2• I I I I I I 1' 4 19'3" TEMPERED GLASS KNEE WALL H=42' & GLASS BLK TO 7 FT 13 � Q ¢0 6 SCALE 1/4 99=190 )9 4" 47'10" 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 I 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 NOTE: BLOCK LAYERS / FRAMERS TO CONSULT W/CONTRACTOR FOR ROUGH OPENINGS OF WINDOWS AND DOORS DOOR SCHEDULE DR # SIZE ROUGH OP QUANTITY REMARKS D1 3'0"X6'8"X1 3/4" 5'51k"x6'9" 1 EXTERI❑R DR W/2 SIDE LITES(120) D2 2'8"X6'8"X1 3/8" 34"x81" 5 INTERIOR -DR 6 PANEL D3 '8"X6'8"X1 3/8" 34"x81" 1 EXT. 1 HR FIRERATED 2'8"x6'8"xl 3/4" 351/2'x6'9" 0 EXTERIOR DR S❑LID W/DR LITE D5 2'8"x6'8"x1 3/4" 351/2'x6'9" 0 EXTERIOR DR S❑LID D6 2'6"X6'8"X1 3/8" 36"x84" 1 SHOWER DR OBSCURED GLASS D7 9'0"x6'8" 111"x81" 1 SLDG GLASS DR. D8 2'6"X6'8"X1 3/8" 2 POCKET DR, WINDOW SCHEDULE SIZE WxH ROUGH OP ROUGH OP &77E_: REMARKS MANUF. MODEL POURED SILLS PRECAST SILL W1 37x63 37�4'xG3 1 M N 5 SF IN MI W&D SH 185 W2 (2)37x 63 V'x 6 3 2 W/MULLION MI W&D SH 185 x591k 37�4x591� 2 MI W&D W4 I — W5 x s Ax s BATH WIN ❑ SCURE MI W&D W6 261k x 38% 27'/4 x 38% 11 BATH WIN OBSCURE MI W&D FIRE SAFETY OPENING EGRESS WINDOWS IN SLEEPING ROOM MUST HAVE A MINIMUM CLEAR OPENING HEIGHT OF 24" & A MIN NET CLEAR WIDTH OF 20 NET CLEAR OPENING AREA SHALL A MIN OF 5 SO, FT ON GROUND FLOOR 5.7 �Q. FT, ABOVE GROUND LEVEL , MAX SILL HEIGHT 44' ABOVE FFE JAAR ENTERPRISES , LLC DESIGNED BY ABRAHAM CHABAB, Inc. AC 5807 Spruce Dr. Lot35 Block 77 Unit 9 DRAWN BY FL. BOARD OF PROF. ENG. AUTH.#26790 Indian River Estate AC 5428 NW EDGEWATER AVE DATE 5 3 17 PORT ST. LUCIE FL. 34983 FLOOR PLAN Email agchababl@msn.com 772 878-5079/475-6630 SHEET 2 ❑F8 Fax 772 785-8291 \MfIf1 \\\` Gt1AI3A@ "/i rt �\\ Ikob =Qi i° .,(011,Ir = �i ,t•'••.�'1il Fop:.. �� OFESS��? Lei — -55'4" 010" 8' SEC A -A 1, 27'4" 16",' r-*� y16" 1 I 6• • -- • COVERED PORCH 6'8" 15'4" �'1 18`10" 4'8'— EGRESS EGRESS WINDOW 3 IN ST P .. . . .. • SLDG DR9' r----------------- I I ------------------------ ----------------� I I I I #5 REBAR MAX SPACING • 8 FT O.C. 17'10" I I \il 4 IN THICK CONC,(2500 PSI min ) SEC A -A • 1 W/LAYER 6x6 WWM OR FIBERMESH CONC, OVER 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED POISONED FILL I I 35'8" I II 0 i IIL L --- J 3, uc B-B C t----1--- SEC A -A r-- I W ———r I 3 ----�j`=---- i-> • I I I, BALL_----- -- -(" 41NSTEP �I�i I HDLR SEC B-BI 156"x30" ��fi" ______I I �� I L J 20'- oo METAL POST 4'DIA • I # 5 REBAR EMBEDDED 5' LONG I MAX SPACING I I I I INTO CC NCMI 24' FTR 18'x 8' 8 F T O,C, �i 9'#" I I I I I I D I I o L------------------T- ----------I -- 1—� I GARAGE • I 4IN STEP 8' FLAT CLG 21,4„ 619" 9,6" H 7,0„ 1019eW WIIND W M FRONT ENTRY 4'9 M n 11 ll'0" I I I I I I I • I I I I SEE FTG DETAIL 12'2" I I I I I 12 IN SO. COL WITH 4#5 REBARS / 0 3#5 REBARS I ,�-2 0 "— SEC A -A NTS 0 SEC B-B NTS 1' 19'3" SCALE 1/ 4 99 — 1 9 0 99 / 3#5 REBARS 716" 24"— SEC C-C NTS 3" M 47'10" 12 II COL 4#5 R 2$1 411 CO n DRAINFIELD 3'0" `2"VTR I I I I I LAV CO FOOTING DETAIL NTS LII Plumbing Riser PLUMBING RISER SUBJECT 10 CHANGE NTS AS REQUIRED BY PLUMBING CONTRACTOR. ALL FTR MUST CONSTRUCTED UNDER 16" PERIM F❑❑TER 18" 4 REBARS 'k WAY ABRAHAM CHABAB, Inc. L. BOARD 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 3 2"VTR I I I I I WASHER FO-MIDATION I FOOTER DETAILNTS 12°VTR I I 11y2 I -ly �I 1 %Lll Z O `?11 LAV 311 SHWR FOUNDATION NOTES TUB 211--j Prepare slab to recleve 41n concrete 2500 PSI with layer 6X6 wmm 6 MIL poly vapor barrier over clean compacted soil treated for termite Pitch at grade 1 Inch per 10 feet Typical In direction of arrow Recess floor slab 1 Inch at all sliding glass doors and garage door Sunken showers to be 4 In concrete recessed slab with 6x6 wwm ,R ENTERPRISES, LLC DESIGNED BY AC 5807 Spruce Dr. Lot35 Block 77 Unit 9 DRAWN BY AC Indian River Estate FOUNDATION PLAN PLUMBING RISER DATE 5/30/17 SHEET 3 OF8 +P,.0 F. C/y .S STATE of i,to ®.o'`....FLOR�oP' REVISIONS '111111"1DATE REAR ELEVATI FRONT ELEVATION o' FL 9 �_M BEDROOM 8' 1 AT CLG a °� I o 2 EDROOM FLAT CLG �G+ - - - - 9T-PEA-TT` 55'4 18' — — — — I— COVERED PORCH 9' FLAT ----------------- 8 FT PLATE - - / / / / / / / / / / / / / / /274"— 15'4" 9'1 18'10° EGRESS 4 8" LDG DR D7 WINDOW W2 W3 N NOOK r--- -- ----- --- CATHEDRAL I I I MASTER 12'2" i BBEDROOLG I 4 25' 16'0" J80 L I N R M 2 I 12' 2'� T E A L 36'Counter I 15'4' Height 36' t Ir-- r---_ --_- --- ----- --- II 5,0„ — — — — — ---I II (V CKE P❑C ET 7'6" i i ° r, D8 Dr, D8 ° KITCHEN 06'4' 6'4' CATHEDRAL 9' H ° 3 918 9' 8" Q N E WALL .I. =42' 5'4" 8" L� b I.,1 3'4" 3'4" AIJ A/C w L 12'6" c'� HDLR WH 6"WALL 6� 56 x30 , " 9'4" " ATTIL 10 _ — — 14'10 METAL POST 4'DIA 5' LONG EMBEDDED ROC DI N I ROC M \,,/ °° INTO CONC.MIN 24' PTR 18'x18' 9'4" FOYER D LJ U CL W2 GAR GE 8' FL CLG 21'4" 7'0' 10'9" I r FRONT ENTRYINM FT ACHENK. 1 3" I I I I I 12'2" ----------------- �� T �\ 12 ' 4,0" \ / 21'4" \ 10'0" PLATE _ _ _ / /8 FT PLATE ls" 1819" / / 8 FT PLATE \ --------------- 18 12'S COL 8'3' n nn 4 An /1 A k 1�k I 1/11 111/.. nN I■I I■I IN �� I•I I■I I■I I■I .I I•I I•I I!I I!II■II!II!I��� 7 <NEE WALL H42"& GLA BLK T 17 FT U a 6 rG1►U] Architecture Shingles on 30# Felt on 5/8 in CDX Plywood on PRE ENG Wood Trusses 24 in O.C. �k Soffit Shall Consist of 7/8" Cement Stucco over Wire Lath w/11Ga.x2" long Nails w/316" head ® 6" O.C. Over See Connector Schedule �" Metal Rib Lath ® 6" O.C. � Provide (2) Layers of #15 Felt Over Each Framing Member 11 2I/Q AL. Drip Edge Over 1x3 P.T. Nailer 'I 1x6 Fascia Board 18" I � 2x4 Cont. Sub Fascia Borad Naiisd to Truss Tail w/(2) 16d Nails (Or Better) `Spray Foam R-20 Insualtion (2) Course of Beam Blk w/1#5 Rebar Filled 3fith Concrete 8"x16" Concrete Blk w/#5 Vertical Dowel in Cone. Filled Cells as per Plan 1x2 P.T. Furring w/R4 Foil Insul under 1/2 D.W. I Floor Covering & Style of Base to 20inx16in Mono be Determined Footing w/3#5 Rebars Continuos 4 „ BIN , Finished Grade 16" I 3#5 REBARS 4 in 2500# Fibermix Cone. w/6 in 1Ox10 w.w.m, on .006 Vapor Bearier on CleE Compacted, Termite Treate . —20"— Fill TYPICAL C.B.S. WALL SECTION SCALE 1/497_17097 Light Textured, Two Coat Stucco System Provide Stucco Stop at Foundation JAAR ENTERPRISES , LLC DESIGNED BY ABRAHAM CHABAB, Inc. 5807 Spruce Dr. AC ""14 Lot35 Block 77 Unit 9 DRAWN BY AC FL. BOARD OF PROF. ENG. AUTH.#26790 Indian River Estate 5428 NW EDGEWATER AVE DATE 5 / 3 0 / 17 PORT ST. LUCIE FL. 34983 Email agchaFLOOR / ELEVATIONbabl®msn.com PLAN 772 878-5079/475-6630 SHEET 4 [IF 8 Fax 772 785-8291 4T 165 # .at - E* Xrrr W 8SIO.N'A - -- - - - - - - - - - - - - - - - - - - - - - - - - 9-FJ aLAIE---_------ - - - - - - - - - - - 8 FT PLATE - - - - ' 47,5/-49 -6'EL i i--------------- 9FT PLATE a <------------- _ 8 FT PLATE y— — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — LEFT ELEVATION 8 10 0' FL EL REAR ELEVATION -6"EL n. 0' FL EL -6"EL 47,5/-49 FRONT ELEVATION --- 8 FT PLATE — --------------------- — — — — — — — — — — — — —---------------- SCALE 1/4 "=1' 0 „ ND RIGHT ELEVATION RE JAAR ENTERPRISES DESIGNED BY LLC AC ABRAHAM CHABAB, Inc. 5807 Spruce Dr. Lot35 Block 77 Unit 9 DRAWN BY AC L. BOARD OF PROF. ENG. AUTH.#26790 Indian River Estate 5428 NW EDGEWATER AVE PORT ST. LUCIE FL, 34983 ELEVATION PLAN DATE 5/30/17 DESIGN PRESSURE SHEET 5 ❑F 8 Email agchababl®msn.com Ph 772 878-5079/475-6630 Fax 772 785-8291 L3 0' FL EL I I I ' - REAR ELEVATION 10'0" EGRESS WINDOW 3 1 )E RESS WINDOW Two Course of Beam Blk w/1#5 Rebar/Blk Filled w/Conc, -6" EL L11 a CD C VERED CEILING MATERIAL: P RC H LF FERRINGTHI-RIB LATHO DVR FOR 9'0'HIGH HORIZONTAL APPLICATION W/#30 FELT ON SIDES & BOTTOM 15'4" SLDGIDR **jk TYPE OF LUMBER FOR ALL WOOD FRAME STRUCTURES IS SOUTHERN f�INE GRADE 2 2X4 PT PLATE FASTENED TO WALL W/(1/4)' TAPCON 3' LONG MIN EMB 1(1/2)' @ 24' O.C,1 8' CBS WALL 8'0' HIGH Y 113 1' 6'9" 7/0„ FRONT ENTRY 6 -II- - 11'0" f 4" 2X PT PLATE FASTENED TO FOUNDATION W 5/8"X8" EX NSION BOLTS 3&' OC & NE ATE&C �� 9" 7'4 8'10" EGRESS 8' CBS WALL 8'0' HIGH J J 3� 2X4 PT PLATE FASTENED N = TO WALL W/(1/4)' TAPCON v:77 3' LONG MIN EMB 1(1/2)' p� e 24'PP O.C. N ILSW2 V�%IOS ` ti P(PX4) TOP PLATE r z o V � x a a N r O M U N w a 6 4" GARAGE 8' FLAT CLG (WH; I � jl L_J METAL POST 4'DIA EMBEDDED 5' LONG INTO CONCMIN 24' FTR 18'48' 2V4" r 16 FT GARAGE D I I � I I — — 3/3' i 1 1 1 I 1 12'2" 1 1 1 I I z� Two Course oB Bean Blk w/1#5 Rebar/Blk Filled w/Conc. 19'3" 4) CEILING MATERIALS 1/2' CDX NAILED W/10d NAILS- 6' O.C. W/7/8' STUCCO OVR WIRE LATH W/#30 FELT 1/2' CDX PLYWOOD EACH SIDE OF FRAMED NAILED W/10d NAILS @ BOTTOM 2x4 BLOCKING AS REQUIRE/ 1/2' CDX PLYWOOD-KERF AS NECESSARY TO BEND — P.T. 2x8 SECURED TO SIDE OF COLUMN OR EXT. WALL— W/1/41x4' TAPCONS @ 12' O.C. z O a w 2x6 SECURED TO BOTTOM OF BEAM SIMP META24 WY10-IOdL<S/2) SIMP META24 W/10-lOdl(1/2) NAILS i =- IMFTA1;1 SIMP META14tILS ) W/10-10dl<1/2) SLS NAILS 0' FL EL -6" EL TOP VIEW � 8 � 8' 12 IN SQ. 1010" f COL W/4 9'0" 5 R BARS 12 IN SQ. COL W/4 5 REBARS 0 FRONT VIEW 4x8XI PT :BS W I'0' HI ' F SIMP META24 W/10-lOdl(1/2) NAILS X12)JOIS 4'6" JA 9'0" 12 IN SQ. OL W/4 REBARSL -6" EL SIDE VIEW PRECAST LIN I tL I At$Lt QUANTITY ALLOWABLE GRAVITY LOAD APPLIED GRAVITY SAFE UPLIFT UPLIFT LOAD APPLIED UPLIFT BEAM COMPOSITE FILLED REMARKS LINTEL# LP46PRLUA�; <L8) LOAD(LB) (LB) LOAD(LB) 400 8F16/1B1T Y 1#5 REBAR L1 - 628E 1465 550 8F /1 1T 1#5 REB3 L2 625E 1576 1#5 RE 5 — 3086 1978 2918 3455 1956 8F6/1B 1#5 REBAR L3A L4 5'0" PRECAST - 6200 1865 5256 475 Y 1#5 REBAR 6 1012 200 Y 1#5 REBAR L6 L7 " PRECAST - (D10E 101E 200 Y 1#5 REBAR 1-7A 6'6" PRFC ST1 PRECAST — 3028 540 275 3514 1340 439 230 8F4/1B Y Y 1#5 REBAR 1#5 REBAR L7B 6'6" PRECAST — 2 2354 6042 3398 5406 2 00 F Y 1#5 REBAR L8 7'6" PRECAST — 2998 398 3553 520 8F6/1B 1#5 REBAR L8A 7'6" PRECAST PRECAST 2 4442 1200 3888 8F12/1B1T Y 1#5 REBARS L10 9'4" 1 58 2 1959 55 6 1316 8F16/1B1T Y 1#5 REBAR L11 10'6" PRECAST L13 P C S — 57 2LL. / " — 4936 Y 1#5 RE R L15 17 41, PRESTRESSE 2 3500 SCALE 1/-C=1)0" �c USE CAST CRETE MATERIAL DESCRIPTION OF 8F16/1B1T BY CAST CRETE FILLED W/MIN 3000 PSI GROU TO FORM A GONG. BEAM HIGH STRENGTH LINTELS FILLED W/ GROUT QUANTITY OF 5 REBAR @ NORMAL WIDTH OP BLACK -\i 16/1 B T NORMAL HIGH IQUANTITY OF (.# 5 REBAR @ BOTTOM LINTEL \\\\Q`I` y\CENSF .,No m+' No 47166 =a *x. XE l<. TE OF i A'•-,.FlpR1.,. � $/0 .14 .0 1 L3 LIB JAAR ENTERPRISES, LLCII DESIGNED BY AC nFax772 HAM CHABAB, Inc. 5807 Spruce Dr. 7 o Lot35 Block 77 Unit 9 DRAWN BY AC Indian River Estate OF PROF. ENG. AUTH.#26790 NW EDGEWATER AVE WALL HEIGHTS, LINTEL DATE 5 / 3 0 / 17 ST. LUCIE FL. 34983 & INTERIOR LOAD BEARING FRONT ELEVATION agchababl@msn.com WALL DETAILS 2 878-5079/475-6630 SHEET 6 OF g 785-8291 4 3/1 S w 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'-1" END DETAIL: A \i �n Jl () n m 12'-8" I[wly .� (M I Lf) I\ I\ (\ u1 M r, Jl pl J- 1z 0 I r J - II 1/-10'3 •r J1 [K! 4" N W, I 011N;I FFP,�-paw 0 i J1 DETAIL J3 (--j J5 In U% ¢ v --T w �N NI / I HGE" HELD IN J` "A" SERIERSTRUSS HELD BACK 2- J1 18'-5" 1 2'-11" �Im 27'-4" F. II 0 ih 1 u1 ul 21'-4" 0 3'-0 J1 J3 J5T J7T J7T J7T J7T J7 J7 J7 J7 J7 J7 C1 C1 C1 C1 C1 C C2 C3 J5 J3 J1 L CU I N ki6 WALi,5 SHOWN ON MI5 ,AYOItf AIT TO DF LOA7 DSMN6 Ali, CL659T FLAT @ 6M, HT5 UON. 81-011 1-011 I0I-O'I VU55 [��AP\1% H�16H " 5CHMn F CONNECTOR SCHEDULE TRUSS MEMB, BEARING POINTS TRUSS MA. UPLIFT I LD(LB) TRUSS MAX GRAVITY LD(LB) CONNECTOR ID CONNECTOR ALLOWABLE UPLIFT LD(LB) NAIL TYPE FASTENERS REMARKS A8 1 7 - 1744 7 - 1744 ©- 3409 7 - 3409 &(2)SIMPHETA 2 2035 10-1 Od1(1/2) NAILS TO TRUSS S 87 (j-(2)SIMPHETA 2C 2035 10-10d1(1/2) NAILS TO TRUSS AE 1 9 - 1417 9 - 1373 1 - 1886 9�- 1851 1 SIMPHETA 20 1450 10-10d1 1/2 NAILS TO TRUSS 8'CBS 2,4 &SIMPHTS 20 1450 20-1 Od1(1/2) NAILS TO TRUSS 24-10dl N 2 NAI S TO PLATE X USE SIMPSON META18/14 ANCHOR (CONCRETE TO WOOD TRUSS MEMBERS) WITH 8-10d1(1/2)" NAILS EMBEDDED INT❑ 8-IN POURED CONC. BOND BEAM -TRUSS MAX UPLIFT: 1234LB CONNECTOR UPLIFT M TA18/14 :1450 LR -DIFFERENT ANCHOR IS REQUIRED FOR TRUSS MEMBERS THAT ARE LISTED IN THE TABLE USE SIMPSON 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: 4 51R CONNECTOR UPLIFT SIMP LT 20' 620 LB -DIFFERENT ANCHOR IS REQUIRED FOR TRUSS MEMBERS THAT ARE LISTED IN THE TABLE C, Cy. 47165 DESIGNED BY REVISIONS ABRAHAM CHABAB Inc. 5807 JAAR ENTERPRISES, LLC AC 35 Spruce Dr. Lot35 Block 77 Unit 9 DRAWN BY AC L. BOARD OF PROF. ENG. AUTH.#26790 Indian River Estate 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 DATE File py Email agchababl®msn.com TRUSS LAYOUT 5/30/17 Ph 772 878-5079/475-6630 CONNECTOR SCHEDULE ❑� Fax 772 785-8291 SHEET 7 8 30" MIN LAP SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING (LBs) B DIAGONAL S TT❑M CHORD BRACE ACING (DBs) #TRUSSES S /DF SP /H UP TO 32' 4/12 15' 0 15 - 4/12 1 151 0 7 48'-60' 1 4/12 1 15' ❑VR 60' 1 SEE A PROFESSIONAL E IGINEER DF : D❑UGLAS FIR -LARCH SP ; SOUTHERN HF ; HEM -FIR SPFt SP PINE UCE-PINE-FIR III lateral braces apped at least 2 trusses WARNING : Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings 1 STD HOOK REQ'D @ EACH END OF SHEARWALLS OR SHEARWALL SEGMENTS 10/2)" MIN VERT. REINF. IN GROUTED CELL CLEANOUT REO'D FOR GROUT LIFT 6MIN EMBEDMENT FOOTING i s bracing repeated at end of the building d at 20' intervals STD HOOK BOND BEAM DOWEL LAPPED W/WALL REINF. ALL LAPS MIN 30" 2 FILLE CELLS11,4 _ 1 #5 EA H CELL GROUTED CELL 1 #5 CORNER BAR 8d RINK SHAK NAILS ° ° ° o ° 0 8 ° ° 0 ° ° 8d RINK SHAK NAILS ° 0 ° o 0 0 ° — ALL STRUCTURAL SHEATHING o ° PANELS TO BE 1/2" MIN. ° ° ° THICKNESS (4-PLY) CDX ° ° ° ° ° 0 0 0 0 0 0 0 0 ° ° ° ° ° 0 o 0 0 0 0 ° °° 0 0 0 0 ° ° ° 0 ° ° 0 o ° o ° ° 0 0 0 0 0 0 0 o a o 0 0 BOND BEAM '\12"MIN CHANGES IN BOND BEAM HEIGHT L-CLIP DIMENSIONS Part* CUfY -4 MATERIALS AND SPECIFICATIONS: Material : Cold Polled 1008/ 1080 Steel per A5TM A109 Strength: Min Fum41.5 Kri, Min, Fult 49 K5i TIEDOWN NOMINAL STRENGTH: Tensile : 4B2 Lb5 (LpFb) , 321 L65 ( A5P) Shear 386 L65 ( L3�Fn) , 257 1_b5 ( A5P) TIE DOWN DETAILS WIND FM55uml 45 p5F UPLIFT M6 UD5 U5E ONF CLIP FOP EACH COFNrYk UPLIFT 51�EN6TH PER CLIP 321 L05 '�21L(35 <136 L135 LATEI'AL FO:Cp 275LP5 321X2-6421_2 <275-P5 L CLIP & FA5TFN5F,5 4'X4'X4" CONCI M 5LA19 AC T i o Pown nO it ° ° 0 ° 0 0 ° ° 0 0 0 0 ° ° °o 0 0 0 0 0 0 0 0 0 0 ° 0 ° ° 0 ° ° 0 0 0 0 0 0 0 ° 0 8d RINK SHAK NAILS @ 5" O.C. IN ZONE 2C&�0 8d RINK SHAK NAILS (—a 7" O.C. IN ZONED 1 1 II GAP PRE-ENG. 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 -Pill 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. .2x4 BLOCKING BET. ALL TRUSSES RIDGE BLOCKING DETAIL 1#5 DOWEL IN CORNER n CONTINUITY OF FOOTING REINFORCEMENT r � Q. y CO Z 4 �^ /04` 2 lCA'j o¢ w d `'•. d Qd PR.0-ksgxX\� JAAR ENTERPRISES , LLC DESIGNED BY ABRAHAM CHABAB, Inc. 5807 Spruce Dr. AC Lot35 Block 77 Unit 9 DRAWN BY FL. BOARD OF PROF. ENG. AUTH.#26790 Indian River Estate AC 5428 NW EDGEWATER AVE DATE 3 1 PORT ST. LUCIE FL. 34983 DETAIL PLAN File Email 8-507agehab/475-6630 GENERAL NOTES 772 878-5079/475-6630 SHEET 8 OF g Fax 772 785-8291 , TABULATION AREA LIVING AREA 1781 SF GARAGE 455 SF FRONT ENTRY 132 SF TOTAL 2368 SF PORCH 162 SF TOTAL 2530 SF JAAR ENTERPRISES , LLC DESIGNED BY INC. 5807 Spruce Dr.NC Lot35 Block 77 Unit 9 DRAWN BY Indian River Estate AC e 346 Email quickcalcs®acl.com Ph 772 466-6799 A/C LAYOUT DATE 11/26/17 SHEET 1 ❑F 1 TE