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Home My WebLink AboutBUILDING SITE PLANSFILE COPY 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. 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 hardware shall conform to the manufacturers instructions and standards. 11. Bearings points of headers, girders and beams shall have vertical supports sufficient to support loads and shall be properly anchored for uplift as will be noted. 12. Roof Sheathing to be nailed with 8d Galy. nails or equal, 6" O.C. 13. Unless otherwise noted for exterior walls, exterior plywood 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 HIT or better between 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 first two 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. 19. All roof covering shall be applied per manufacturers recommendations or per FBC and local codes whichever is more strenuous. R11VQR CVW10 MP N DiVii N Revlewle ev I/ �y� nI DATE M BE K! SITE OR NO INSPECTIONS) WI 0 WINPOW MP POOP 5CH�Pl� / PFOPUCT / U r I?0VA,5 PLANS AND INSPECTION(S) OPF-NIN6 IP PROPUCT M012�L NUMC3�R WINt7OW OR I200R MF6T, PR0t2LICT SIGN PR�SSUR� IMPI�CT W5151TANT IN5TALLAT10N & ATTACHMENT M�11-Ipv �G�PTANC� NUMM�f: EXPIRATION nA1r-- WIWOW 5H 185 max size 3604 MI Windows & moors + 55, -55 Yes Refer to Specifications & l2rawlnq in Product Approval FL.4 17499 10/ 17/ 2016 MULLION Model 1(9519/ 18520 MI Windows N/A Yes Refer to 5pecificatloms & t2rawinq in Product roval PL# 15353 12/ 31/ 2018 POOR < 2) 2868 w/ sidelites THPRMA-TRU 4- GiO, -50 I Yes Refer to Specifications & i2rawinq in Product Approval PL 20468 12/ 31 / 2021 ROOF Underlayment Weat ierl ock 6 Owens Cornlnq N/A N/A Refer to Specifications & Prawinq in Product Approval PL# 97-7-7 121 31 / 202 ROOD Shingles & Starters Owens Corning N/A N/A Refer to Specifications & t2rawinq in Product Approval FL# 10674 05/ 161 202 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: YES SHEAR WALL CONSIDERED: YES CONTINUOUS LOAD PATH PROVIDED: YES WIND SPEED (3 SECOND GUST): 160 MPH IMPORTANCE FACTOR: 1.00 EXPOSURE: CATEGORY C MEAN ROOF HEIGHT: 14)-0 21 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: 50 SF (5 psf DEAD LOAD USED IN CALCULATING UPLIFT) ZONE 1 MWFRS: +32.12 psf ZONE 2 MWFRS: -12.29 psf ZONE 3 MWFRS: -27.61 psf ZONE 4 MWFRS: -25.12 ps f ZONE 4 COMPONENTS & CLADDING 43.5/-45 psf ZONE 5 COMPONENTS & CLADDING: 43.5/-45psf ROOF UPLIFT MOMENT 14.5 FT-LBF GONZALO ZAMUDIO DESIGNED BY ABRAHAM CHABAB, Inc. AURORA RESENDIZ AC SE Corner of Arnold & 3811 St. SLC FL DRAWN BY AC FL. HOARD OF PROF. ENG. AUTH.#26790 PIN 2420-224-0002-0008 5428 NW E➢GEWATER 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 HEET 1 OF N 108�oQ a L BE MADE rp Ozr # Q�2s, j VR =�1 z o' QT 4 v U J�v O <; SCANNED BY St. Lucie Cou* \\111111111 •ENsf'9 Q ; No 47165 AT�OF �/ FOR\OPi'�� //ASS/0NAL0/11111 \�?�� )NS IDATE TABULATION AREA LIVING AREA 2400 SF UTILITY ROOM 127 SF COVERED FRONT ENTRY 480 SF COVERED PORCH 473 SF TOTAL 3480 SF PROTECTION OF OPENINGS: BASED ON FBC SECTION 1606.1.4 j 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"X618"X1 3/4" 3'4"x6'11" 4 EXTERIOR DR D2 2'8"X6'8"X1 3/8" 34"x81" 10 INTERIOR DR 6 PANEL D3 4'0"X6'0"X1 3/8" 48"x72" 4 SL G GLASS SHOWER DR D 42'8"X6'8"Xl 1 EXTERIFIR DR 2'8"XG'8"X1 3/8" 34"x81" 4 Pocket Dr WINDOW SCHEDULE SIZE WxH ROUGH OP ROUGH OP QUANTITY MANUR MODEL POURED SILLS PRECAST SILLS wi 37 x 63 '173vUG3 10 MIN 5 SF OPENING MI W&D SH 185 W2 48 x 63 48�x63 6 MI W&D SH 185 37x 36 KITCHEN WINDOW 37x 36 37Ax37-A EGRESS WINDOWS IN SLEEPING ROOM MUST HAVE A MINIMUM CLEAR OPENING HEIGHT OF 24" & A MIN NET CLEAR WIDTH OF 200, NET CLEAR OPENING AREA SHALL A MIN OF 5 SQ. FT ON GROUND FLOOR 5.7 SO, FT. ABOVE GROUND LEVEL , MAX SILL HEIGHT 44' ABOVE FFE 16" 10'8" 6" SEE FTC DETAIL F- �- II-I-------------------r---r-----------� L--J I ISE D-D 1 tW 8'0' IW I� I I y I 1 � I O 3 IN STEP ---7'0--------8/0—__--- 410" 7'1" ---29� • • • • 11 1 • • 36" f ----- �J2----------------�'JI-------- W1 --I- I I I �I I �I I SEC A -A I I I I I 10'8" I 4 IN THICK CONCX2500 PSI min ) W/LAYER 6x6 WWM OR FIBERMESH C❑NC, OVER 6 MIL POLY VAPOR • BARRIER OVER CLEAN COMPACTED POISONED FILL ( �I _31_ �) IN I` I � • 5 /\ I V i/ A\ f 1 I 8'4a r I 51 V P L-I� i w i _! I I w -__ I ' P\ r L-----J I; ---3-�- I i I I I 1 #5 REBAR 12'6" 1 MAX SPACING I 8 FT O.C. I T I 1 ., I _1 • I I I I I I 5'0" • 1 I I W-E — — — — — — — — — — — — - j 10'0" SEE FTC DETAIL 5'5'—10'70— RI SEC D-D SEC LI--------�--- FSTOI L— J LL—IJ 6" 10'2 11„ 3#5 REBARS • • SEC A -A NTS —10'2" r 10'8" 6" SEE FTC DETAIL • • I . . -----------,-------------------}- I . I SEC D-D L-- I �-+ J SEC -D '0a I y � i SEC B-B ° 3 IN STEP —4 lOtl — — — — — 8 �"---- — 7'0a • • • • • • W1 --W1-------- ------ WZ------I +-------- • 3'6' f I #5 REBAR MAX SPACING #5 REBAR I� 5 FT O.C. MAX SPACING 8 FT O.C. I I i I I I 4 IN THICK CONC.(2500 PSI min ) I W/LAYER 6x6 WWM OR FIBERMESH C❑NC, OVER 6 MIL POLY VAPOR BARRIER OVER CLEAN COMPACTED POISONED FILL W a J 3 SEC C-C #5 REBAR MAX SPACING I 5 FT O.C. I SEC B-B L- - - - - - - _r-------- - - - - -- / i q • q ri I_ H 9'4" `W • i 9'4" ` r- 6'0 —T -- -----7 7----- --- -W D� iD ' W- �A-- —+/� — A/C ,8a—K-3'0' -s 3'8"--L3 I\ I I I I I II 10'8" a 3' 6' p �► �l ml I SEC -D I i 10'0" 10'0 I I I ----------------- I I .. L�_J L_�J SEE FTC DETAIL 0'2 30'4 -4r' 3 4 • • -'� 3#5 REBARS 2I" 3#5 REBARS 1 17® • • • " SEC B-B NTS 24"— SEC C-C NTS 16" -" 4" 10 SEC D-D NTS DRAINFIELD a SCALE 1/4 0- 4 " -'E 2"VTR I I I I iitii AV 2� R Plumbing Riser PLUMBING RISER SUBJECTTO CHANGE NTS AS REQUIRED BY PLUMBING. CONTRACTOR. 0 11%010111 MCI1 r, ALL FTR MUST CONSTRUCTED UNDER 16' PERIM F❑❑TER 18" #4 REBARS EA. WAY s DETAIL FOUNDATION NOTES Prepare slab to recieve 41n concrete 2500 PSI with layer 6X6 wmm 6 MIL poly vapor barrier over clean compacted soli 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 stab with 6x6 wwm A Ill�llii/ Ell G) 2 M r m O Z 9'4 I I I I I I I p r 1�- 0' — 5'EL - --1_j ,0 9_El EL ----------- S"EL Architecture Shingles on Weatherlock Underlayment on 1/2 in CDX Plywood 5 on PRE ENG Wood *Soffit Shall Consist of 7S Trusses 24 in C. Cement Stucco over Wire Lath w/11Ga.x2" long Nails w/ U' head ® 6" O.C. Over See Connector R-20 " Metal Rib Lath 0 6" O.C. Schedule Insulati �Jc Provide (2) Layers of #15 Felt Over Each Framing Member T8"xl6" Ya"Drywal Z2W AL. Drip Edge Course of Beam O Over 1x3 P.T. Nailer w/1#5 Rebar Filled * 1x8 Fascia Board1s"h Concrete 2x4 Cont. Sub Fascia Borad W Nailed to Truss Tail w/(2) Concrete Hlk 16d Nails (Or Better)LL #5 Vertical Dowel LLl Cone. Filled Cells per Plan SCALE 3/16"=1'0" ABRAHAM CHABAB, Inc. 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 Finished Gra Light Textured, Two Coat Stucco System Provide Stucco Stop at Foundation 20inxl6in Mono Footing w/3#5 Rebars Continuos lx2 P.T. Furring w/R4 Foil Insul I under 1/2 D.W. I I I I I Floor Covering & Style of Base to be Determined I I 4" I I 3/6 REBARS 4 in 3000# Fibermix Cone. w 6 in 1Ox10 w.w.m. on .006 Vapor Bearier on Clean Compacted, Termite Treated L Fill TYPICAL C.B.S. WALL SECTION GONZALO ZAMUDIO AURORA RESENDIZ SE Corner of Arnold & 38 thSt. SLC FL PIN 2420-224-0002-0008 FLOOR i ELEVATION PLAN DESIGNED BY AC DRAWN BY AC 1E 10/10/18 HEET 5 OF �\\111111!//1i E NSF4d' 4 i No 47165 zz i�•`..T�p� 4�1 9/0NAI 0 I M a z Two Mk RttE 0' FRONT ELEVATION REAR ELEVATION L15 8,0' Two Course of Beam Btk @ 9'4'w/15 Rebar per Btk FiUed w/Conc L13 8 artnrno Two Course of Beam Btk w/1#5 Rebar/Btk Fitted w/Conc, / 58 0• z P W �i FRONT PRECAST LINTEL TABLE ��r�saa�ll:�l��r��>•ia�lm �rmaMIRa:�aar2 1 11 1 rr r�l ■Ic7sFina■7a��iiFas. ►rla[13A�i�llE�:r3n:� ■sc� a■�a■o �� : B ET3A�3iia ff. _, _. 2 7 *USE CAST CRETE MATERIAL INSTALLATION STEPS Material: 3M All Weather Flashing Tape 5057 or Equal Materiels Step 1: — Expose Rough Opening as Step 2: —Tape Jamb and Side Flashing as Shown in Fig.(a) as Step 3: — Install Door as Shown in Fig.(b) Step 4: — Use J Roller to Smooth out Flashing ------------- -• • BME FIRE WALL DETAIL %bl REAR ELEVATION 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 55REMR• NORMAL WIDTH �i/16/1 B T NORMAL HIGH,T/ QF !!UANTITY 5 REBAR • BOTTOM LINTEL INSTALLATION STEPS Material: 3M All Weather Flashing Tape 5057 or Equal Materials Step 1: — Expose Rough Opening Step 2: ® Tape Sill Flashing Step 3: — Install Window Step 4: ® Tape Jamb Flashing Step 5: ® Install Drip Cap Step 6: (D Tape Header Flashing rCBj 4' w SCALE 3/16"=110" GONZALO ZAMUDIO DESIGNED BY AC ABRAHAM CHABAB, 3 N Inc. Q AURORA RESENDISE Corner of Arnold & 8 St. SLC FL DRAWN BY 4FL. BOARD OF PROF. ENG. AUTH.#26790 PIN 2420-224-0002-0008 AC 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 Email agchababl@msn.com 772 878-5079/475-6630 Fax 772 785-8291 WALL HEIGHTS, LINTEL & INTERIOR LOAD BEARING WALL DETAILS FLASHING DETAILS DATE 10/10/18 SHEET 6 OF \\\,pM F Chq'/,•, P ENS$ `,.. //' Rkv 9 10 C C C J 11 III III III III LAT MILIN k 3 FLA CEIL NG III m 4, ' 94" ru III III �/ III ° • III III ul I 7'-0' SIB, II II III Iil m III II III III III LAT EILIN FLA CEIL NIS II III III II ul II ' " 4 _ 9' 4" w u III III III III III .< III II III III III III III III u lu ul III u In m III w I III I III III I r III II III III III III II ° III III II 111 ul ul I FLAT CEILI JG II m m 9' 4" FLA EI n NG / 9- m Ix w SCALE 1 / / 1 )) _ 1 1 ® 9 9 10'0, N 4 12 5.00 F_ ALL WALL5 5NOWN ON I HI5 LAYOUT AM TO PE Loan 6MRIKU ALL CL65, AYE PLAT a PM, W5 UO.N � 7 91,411 181upset=1/4" heel=43/16" PLUMB CUT END VU55 PW NG H� 16 ' S 2 x 4 Top Chord �r I� V �� WALL HEIGHT VARIES TYPICAL END DETAIL yy 'A ik.q I ' 1 aF Typical Instal with two METAs R '-a MGT CONNECTOR SCHEDULE jolki b&ikf W Am Typical MGT InStattati0l TRUSS MEMB, BEARING POINTS TRUSS MA UPLIFT LD(LB) TRUSS MAX GRAVITY LD(LB) CONNECTOR ID CONNECTOR ALLOWABLE UPLIFT LD(LB) NAIL TYPE FASTENERS REMARKS 1`01 2Z) —1354 —2258 ©-2453 (0-1283 Q —523 0 —5734 0-6261 1 ©-493 -SIMP META 18/14 ®-SIMP MGT -SIMP MGT 13 SIMP METAI8/14 1450 3330 3330 1450 7-1 Od1(1/2) NAILS TO GIRDER 22-1 Od NAILS TO GIRDER 22-10d NAILS TO GIRDER 7-1Od1(1/2)NAILS TOGIRDER USE SIMP SET EPDXY O ANCHOR INTO BOND BEAM �X DIA. MIN EMBED.12' TCUOCR® X USE SIMPS❑N 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 11355LB CONNECTOR UPLIFT METAI8/14 ' 14 0 B -DIFFERENT ANCHOR IS REQUIRED FOR TRUSS MEMBERS THAT ARE LISTED IN THE TABLE w 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 14 5LB CONNECT❑R UPLIFT C MP LTS20' 6 0 LB -DIFFERENT ANCHOR IS REQUIRED FOR TRUSS MEMBERS THAT ARE LISTED IN THE TABLE MI IFI1^///�/ 30"_ MIN LAP 3" MIN . COVER SPAN MINIMUM PITCH BOTTOM CHORD LATERAL BRACE SPACING (LBs) BOTTOM CHORD DIAGONAL BRACE SPACING (DBs) #TRUSSES SP/DF SPF/HF UP TO 32' 4/12 15' 20 2'-4 ' 4/12 5' 10 7 48'-60' 4/12 1 15' ❑VR 60' 1 SEE A PROFESSIONAL ENGINEER DF DOUGLAS FIR -LARCH SP ; SOUTHERN PINE HF HEM -FIR SPF: SPRUCE -PINE -FIR III lateral braces 3pped at least 2 trusses WARNING : Failure to follow these recommendations could result in severe personal injury or damage to trusses or buildings lanent continuous bracing as specified a truss engineering WEB MEMBER PLANE STD HOOK BOND BEAM 1(1/2)" MIN STD HOOK REQ'D @ EACH END OF SHEARWALLS OR SHEARWALL SEGMENTS VERT. REINF. IN GROUTED CELL Lill W DOWEL LAPPED CLEANOUT REQD WANALL REINF. FOR GROUT LIFT ALL LAPS MIN 30" 6" MIN EMBEDMENT FOOTING GROUTED CELL 1#5 CORNER BAR Cross bracing repeated at each end of the building and at 20' intervals 2 FILLED CELL 1 #5 EACH CEL BOND BEAM CHANGES IN BOND BEAM HEIGHT ° 8d RINK SHANK NAILS ° ° 8d RINK SHANK NAILS ALL STRUCTURAL SHEATHING PANELS TO BE 1/2" MIN. ° THICKNESS (4-PLY) CDX ° ° ° ° ° 0 0 ° ° ° ° ° ° 0 0 ° ROOF SHEATHING LAYOUT NTS L-CLIP DIMENSIONS rart4 CUIV-4 MATERIALS AND SPECIFICATIONS: Material i Cold 12ollcd 1008/ 1080 Steel per A5TM A109 Strength : Min Fu-41.5 K5i, Min, Fult 49 K5i TIEDOWN NOMINAL STRENGTH: Tensdc 482 Lbs C LPFP) , 521 Lbs (A5n) Shear : 586 Lbs <L 2F17) , 297 L65 (A5P) TIE DOWN DETAILS W N 7 Pk551_11Z� 45 FSF UPLIFT 156 LD5 U5F ONE CLIP FOE EACH COKNrR UFUFT 5TMNGTH FrtP CLIP 521 L65 521U35 <156 1,135 �A1-r�PAL FOPa 2I5L05 521X2-642LC35 < 275UI35 L CLIP & FA51F_N�F5 4x4x4 CONCW11T SLAB AC fie Pown Petai ° ° 8d RINK SHANK NAILS @ 5" O.C. IN ZONE&� 8d RINK SHANK NAILS @ 7" O.C. IN ZONE C 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. 12x4 BLOCKING BET.ALL TRUSSES RIDGE BLOCKING DETAIL I � � I I � � I � � I � � I � I I � I I � I I � I I � I ----------------------7------- —y1#5 DOWEL IN CORNER � � I I I � � I � I � CONTINUITY OF FOOTING REINFORCEMENT GONZALO ZAMUDIO ABRAHAM CHABAB Inc. AURORA RESENDIZ SE Corner of Arnold & 3811 SLC FL FL. BOARD OF PROF. ENG. AUTH.#26790 PIN 2420-224-0002-0008 5428 NW EDGEWATER AVE PORT ST. LUCIE FL. 34983 Email agehababl@msn.com 772 678-5079/475-6630 Fax 772 785-8291 DETAIL PLAN GENERAL NOTES \\\.%A IFII^!l/ ��c E N8E m No 47165 -- 41 LO OR10P' S/ONA`1`E� C)F1 O` DESIGNED BY AC DRAWN BY AC L8/30/18 HEET 8 OF 8 DISPOS SWITCf- SCALE 1 499_1 9®99 SER H OH ELECT SERVICE 3 #3/0 (THW) CU,,,,� & 1#4 GRD (THW) CU I GALV, C❑ND, .� ELECTRIC METER #2CU GROUND TO TO FTG STEEL & DRIVEN GROUND 3 #3/0 (THW) CU & 1#4 GRD (THW) CU IN 2" GALV. C❑ND, PANEL 150 AMPS NOTE ALL WIRES ARE COPPER 5/8'x10' LONG GRD ROD ELECTRICAL RISER DIAGRAM NTS ELECTRICAL LOAD CALCULATIONS 1200 SF- @ 3.0 VA 3600 VA A/C HEAT 5000 VA RECEPTACLES 15@180 VA 27no VA WASHER 1200 VA DRYER 5500 VA WH 45.00. VA POOL PUMP 0 VA RANGE 5500 VA IRRIGATION 0 VA REF. 1000 VA MISC 1500 VA TOTAL 30500 VA LOAD IN AMPERAGE 30500 VA/208 = 146 AMPS USE 150 AMPS SERVICE FOR DUPLEX 1 & 2 ELECTRICAL N TES ELECTRICAL LEGEND DESCRIPTION &�} DUPLEX OUTLET (GROUNDED TYPE) WEATHER PROOF DUPLEX OUTLET `ftP tT 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 1 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 EXTERIOR CAST ALUMINUM FLOOD LIGHTS ® CEILING MOUNTED FAN - EXHAUST CEILING MOUNTED FAN AND HEATER PL PORCELAIN LAMPHOLDER ® DOOR BELL BUTTON ,[�DSD SMOKE DETECTOR KR CEILING MOUNTED FAN LIGHT AND HEATER ® CEILING MOUNTED FAN - PADDLE ®n7 PRE -WIRE GARAGE DOOR OPENER Q--Q--Q CHANDELIER —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. a SCALE 1/4 )) =1,0 11 NOTE: BLOCK FOR TABULATION AREA LIVING AREA 2400 SF UTILITY ROOM 127 SF COVERED FRONT ENTRY 480 SF COVERED PORCH 473 SF TOTAL 3480 SF PROTECTION OF OPENINGS BASED ON FBC SECTION 1606.1.4 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 LAYERS /FRAMER`` ROUGH OPENINGS • CONDITIONED SPACC771i, FD@N ifl §4: WW (;®U* Site PIafjAW@v@d f6f @@H§ fUgfion suPer§@0w AN P,f viodg Ind@ Plam 1w OSTDS j Date`. 120 Rcvia.. r-- T". CONSULT W/CONTRACTOR OF WINDOWS AND DOORS DOOR SCHEDULE DR # SIZE ROUGH OP QUANTITY REMARKS D1 310'X6'80X1 3/4' 3'1'x6'9' 4 EXTERI❑R DR D2 2'8"XG'8"X1 3/8" 34'x81' 10 INTERIOR DR 6 PANEL D3 4'011X6'0"X1 3/8" 48'x72" 4 SLDG GLASS SHOWER DR D4 � 1EXIERIOR DR D5 2'8"X6'8"X1 3/8" 34')<.81' 4 Pocket Dr WINDOW SCHEDULE SIZE WxH ROUGH OP ROUGH OP QUANTITY REMARKS MANUF. MODEL POURED SILLS PRECAST SILLS W1 37x 63 7%x A_ MIN 5 SF ❑PENING MI W&D SH 185 W2 48 x 63 43-A 5<63 6 MI W&D SH 185 37x 30 2 KITCHEN WINDOW 37x 30 Z s ABRAHAM CHABAB, Inc. 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 EGRESS WIND❑WS IN SLEE NG ROOM MUST HAVE A MINIMUM CLEA ❑PENING HEIGHT OF 24' & A MIN NET EAR WIDTH ❑F' 20', NET CLEAR Op E NG AREA SHALL A MIN OF 5 SQ. FT ON GROUND FLOOR 5,7 SU, FT, AB❑ E GROUND LEVEL , MAX SILL HEIGHT ABOVE FFE f r GONZALI ZP' OUD10 DESIGNED BY AURORA R"")SENDIZ AC �—I E Corner of P�rnold & 38t"St. J2420- FL DRAWN BY AC PIN 1-0002-0008PLAN DATE10/10/18 i SHEET 2 OF �dc FSS�oNlA4 ii:r�Eat �.+�a74rUIRM91711100 REVIEWED FOR APR 3 0 2019 CODE COMPLIANCE�� ST. LUCIE COUNTY FILE COPY GENERAL NOTES: I. 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. O WINPOW ANP POOP 5CH�%L� PPOPUCf AppP0VAL5 OPENING I n PkOf2UCr M012�L NUMI3�k WINI20W OP, nook MFG k, pROPUCr PM55Uk' IMPACT �5151-rANr INSTALLATION & ArrACHMF-Nr WTHOP ACC�PTANCk NUMI3F-k �XP �XPIkA110N WINDOW SN 2127 511ver Line Pudding Product Corp, 55, -60 Yes kefer to Specifications & 12rawinq in Product Approval FLU* 19715 A I2/ 3l / 2019 1200k Front F-Xt. Poor Masontte International -- 55, --55 Yes kefer to cj In Fr auct s & 12raw�nq �n Product Approval FL# 22378,5 12/31/ 202 1200k 51de �Yt, Poor Masonite International 70, -70 Yes kefer to Specifications & 12rawinq in Product Approval FL *k 22513,E 6/ 30/ 202I 100F Underlayment 30�* felt Tarco Specialty Prod. N/A N/ A kefer to Specifications & 12rawinq in Product Approval NOA I6-II16.09 I/ 25/ 2022 k00r 5hingies & Starters Owens Corning N/A N/A kefer to Specifications & Prawinq in product Approval NOA I6-I I16.09 2/ 03/ 2021 8. All lumber in contact with concrete or masonry shall be Pressure JURISDICTION: ST. LUCIE COUNTY Treated. CODE: 2017 FLORIDA BUIILDING CODE _ 9, Splitting or cracking of structural components 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 11. Bearings points of headers, girders and beams shall have vertical WIND SPEED (3 SECOND GUST): 160 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 INTERNAL PRESSURE COEFFICIENT + 0.18 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 EXTERNAL PRESSURE COEFFICIENTS FOLLOWS: and .131" in diameter. VERTICAL GCpf: + -1.07 HORIZONTAL GCpf: -1.4 14. For ridge vent installation block with 2x4 #2 HIT or better between top chords or trusses along the edge of plywood directly below ROOF OVERHANG GCpi: ± 0.55 the vent. BASIC VELOCITY PRESSURE: 29.85 psf FOLLOWING WIND PRESSURES BASED ON Atrib: 50 SF 15. For Frame Segment to masonry segment connections use PT (5 psf DEAD LOAD USED IN CALCULATING UPLIFT) vertical secured to masonry with 3/16" dia. lag screws 3/4" embedment to 3000# concrete min 18" O.C. ZONE 1 MWFRS: +32.12 psf ZONE 2 MWFRS: - 122.29 psf 16. WALLS: The double top plate (butt splices) shall resist 4000lb/splice ZONE 3 MWFRS: -1.61 psf -All wall top plates shall be lapped a min. of 24" @ splices w/ ZONE 4 MWFRS: -25.61 ps f 7-16d nails min. lap center 1/3 of wall shall be 4' w/9-16d ZONE 4 COMPONENTS &CLADDING 43.5/-45 psf nails. ZONE 5 COMPONENTS & CLADDING: 43.5/-45psf 6ui}}1wa9d 'A3unoo apnj -1S 17. At Gable, provide 2x4 full blocking to the trusses for the first two ROOF UPLIFT MOMENT 14.5 FT-LBF s�oa sa add truss spacing, spaced at 4' O.C. nailing shall be 4" O.C. at first a3AI303d truss. 18. Apply Plywood roof sheathing face grain perpendicular to supports. 19. All roof covering shall be applied per manufacturers recommendations or per FBC and local codes whichever is more strenuous.