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Building plans, MASTR SET (1)
CHECKLIST ' • All connections have been checked to withstand all (D applicable loads. All details and sections shown on the drawings are intended to be ® typical and shall be construed to apply to any similar situation elsewhere on the project, except where a different detail is �� / shown. YV ® All framing shall be fabricated and installed as per AITC, TPI and National Design Specifications for Wood Construction. ® All wood structural members shall be controlled stress grade lumber having a fiber stress of at least 1200 PSI. 1Z A LJCIMC■ 91'Q11 -dA /02GC/39E THIS BUILDING/STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE 6th EDITION. STRUCTURAL DESIGN PREPARED UNDER THE RESPONSIBLE CHARGE OF WILLIAM F. STUHRKE, PHD, P.E. NOR HAS HE NOT BEEN RETAINED TO PROVIDE, NOR IS HE RESPONSIBLE FOR, FIELD SUPERVISION, INSPECTION, CONSTRUCTION ADMINISTRATION OR THE DESIGN OF ANY NON—STRUCTURAL ITEMS OR SYSTEMS. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS AN FIELD CONDITIONS PRIOR TO COMMENCING WORK. ANY DEVIATIONS OR DISCREPANCIES BETWEEN FIELD CONDITIONS AND THESE DRAWINGS ARE TO BE REPORTED IN WRITING TO WILLIAM F. STUHRKE, PHD, P.E. BEFORE WORK COMMENCES TO ENSURE STRUCTURAL CODE COMPLIANCE. —TYPICAL — OCCUPIED Construction Plans For: Feliciano Esquivel Jurado 300'-3" TBD Sec/Town/Range: 10 Map ID: 23/10N Use Type: 9900 Zoning: AG-1 CountJuris( Lucie County V PVC POTABLE WATER LINE SHALL BE SLEEVED IF WITHIN 10' OF SEPTIC SYSTEM, CANNOT GO THROUGH S. SYSTEM OCCUPIED SITE, PLAN SCALE 3/32" = 1'-0" �i°: ° DESIGN & CODE CRITERIA DATA GENERAL SPECIFICATION This Building's Addition structure has been designed in accordance to the requirements of the: 2017 Florida Building Code; 6th Edition NFPA-70; National Electrical Code; 2014 Edition. Wind load requirements employed in the design of the structure: 1) Basic Wind Speed: 159-MPH** VAULT = 159 mph; VASD = 124 mph (3-SEC PEAK GUST IN MPH**) 2) Building Risk Category 2: Residential, Type V Construction, Unprotected. 3) Wind Exposure D 4) Internal Pressure Coefficient = N/A 5) Mean Roof Height = 16'-3" 6) Occupancy: Residential 7) TCLL: 20psf; TCDL: 7psf; BCDL: 10psf; BCLL: non -concurrent 10psf 8) Design Pressure (Worst Case Condition): Components & Cladding IN PSF: +31.0 PSF / -41.2 PSF PARTIAL GENERAL NOTES: ALL SUBCONTRACTORS SHALL RECEIVE ALL SHEETS AND READ ALL NOTES ON ALL SHEETS. A. Builder to supply to owner additional specifications not noted on plans, "Examples: Interior and Exterior door types, height, width & style. Width, height & style of windows with or without insulated glass. Notify owner on Manufacture of A/C & Air handler w/ Heat Strip builder recommends using, (16 SEER or higher recommended). Verify A/H's Heat strip & Electrical Amperage, (200 amp minimum recommended). Rating & type of hot water heater. Upgrade if needed. B. Builder and all subcontractors SHALL follow structural plans as stated. $250.00 Minimum for any changes of plans or sealed letters required by Building Dept. C. Builder to check for any muck in and within 5 feet of building area, remove and fill with sand and compact in layers of 12" to 2,000 p.s.f.; Soil bearing capacity @ 95% modified proctor. Extend out 1 to 1 ratio if fill exceeds 36" in height. This may be an extra charge to homeowner. D. All contractors and material supply companies shall verify all dimensions, Sq. Ft. Areas & Totals, door / window type, style & sizes, w/ Owner / Builder before ordering materials or installing. It is solely the responsibly for all parties to communicate with others to make sure project has no problems. E. Do not scale drawing, call designer first, If needed check scale with a noted dimension on plans, this will let you know if the plan is printed to the right size. Original set of plans are drawn on 24"x 36' sheets of paper. F. Builder to double check subcontractors placement of form boards, Re -Bars, underground plumbing, mechanical and electrical locations prior to pouring concrete. G. Review permit plans for any notes added in red ink from plan review. Mark notes on other sets. H. Plans are not a complete set with all the general notes, a specification book, and was not contracted with engineer to do so. Builder / General Contractor and all subcontractors shall follow Florida Building Code 2017 and all its related books. It is solely the responsibility of all contractors to verify what local building, zoning, engineering, road & bridge, fire, health & safety departments will require and inspect before next step of building. -67„ 16 SHEET SIZE: 24"x 36" STATE Orkill` ;.9 1 00 Digitally signed by William Stu h rke Date: This item has been electronically signed 2020 09 13 and sealed by William F. Stuhrke on the Date/Time stamp shown using a digital signature. Printed copies of the 11 . 16.06 document are not considered signed and sealed and the signature must be verified on any electronic copies. -04 ' 00 ELECTRICAL SYMBOLS SD SMOKE DETECTOR w/Electric& Battery Back-up LIGHT -CEILING LIGHT- WALL 1 PC �Y LIGHT - PULL CORD LIGHT- RECESSED CAN %1-P FAN w/ LIGHT FAN ONLY FLORESC ENT 2-BULB COVERED FLORESCENT- DUPLEX 2-BULB COVERED �i LIGHT -SPOTS Q EMERGENCY -LIGHTING (Battery Back-up) EXIT EMERGENCY - EXIT LIGHT (Battery Back-up) IQ�-- RECEPTACLE -DUPLEX GFI RECEPTACLE WT WEATHER TIGHT DUPLEX (Ground Fault Interceptor) GFI RECEPTACLE -DUPLEX (Ground Fault Interceptor) GFI RECEPTACLE - FLOOR DUPLEX wT (Ground Fault Interceptor) RECEPTACLE -220V DISCONNECT-220V _ PH PHONE)ACK PH-W PHONE)ACK-WALL HUNG PHONE C/N CABLE/TV-JACK DOOR BELL R DOOR BELL CHIME O CHIME G BUTGARAGE DOOR BUTTON FOR OPENER �TOITON N Q H/LAMP FAN with HEATLAMP-BATHROOM FAN LOW DECIBEL FAN LOW DECIBEL FAN - REST ROOM SWITCH 3w SWITCH -3 WAY 4w SWITCH -4 WAY D SWITCH - DIMMER WIRE ® ELECTRIC PANEL 0METER with optional outside 1 MAIN DISCONNECT Note: All symbols NOT-) plans, This is hereto remind you about extra items not required by building code. Builder will charge for extras. Some Additional extras: Silent switches Different types of dimmer switches Under ground service to electric panel Type of light bulbs and covers on can lighting, (recessed ceiling lights). Computer network systems Intercom systems Entertainment systems Stereo systems Home Security systems Keyless Entry for Overhead Garage Door I GFI w/ WOR�C COVER I NOTE: ELECTRICAL & MECHANICAL: Plans are a guide only, Electrical contractor to follow all current codes required. Builder / Owner to be notified of: 1) Type of "metal" (Aluminum or copper) wire to service panel from meter. 2) Type of service panel and Amperage of Main Breaker. 3) Number of circuits required, and spare braker(s) supplied with what amperage Owner may ask for upgrades at owner's expense. L_ ® ELECTRIC PANEL METERwith orwithoutoptionaloutsicle MAIN DISCONNECT VERIFY TYPE OF SERVICE & LOCATION ELECTRICAL PLAN n SCALE 1/4" = r-0" GFCI port recluired for washer dz dishwasher. AFCIREQUIREDfor all 120Vcircets,except SHEET SIZE: 24"x 36" G baths & OUtdOOrS. BUILDER/CONTRACTOR; Structural Design By: /Rl o- (407) 920_3119 Cell OVERHEAD OR UNDERGROUND RISER DIAGRAM B Power Company 120/240 200 Amp 2p 120/240 200 Amp MAIN BREAKER 42c MLO Panel NEMA3R NEMA1 Disconnect (Optional) 7 120/240V 200 A OH Meter Can By Power Company 2" pvc (Optional Underground) (2) - #2 Thhn CU. (1) - #4 Thhn CU. Ground 2" conduit w/ GROUND BU5HING5 (1) #4 CV. Ground (3) - #2 Thhn CU. Ground Connect to 6 Fr Water Pipe 2" - 8' -O" x 5/8" Galvanized Ground Rods N.T.S. ELECTRICAL PANEL LOAD CALCULATIONS 3,860 5F 3649 S.F. (Residence) @ 3 VA 10.95 KVA (2) - Kitchen appliance circuits 3.00 (1) - Laundry circuit 1.50 (1) - Dryer circuit 5.00 (1) - Water heater 4.50 (1) - Cook Top 12.00 (1) - Wall Oven 12.00 (1) - Microwave 1.50 (1) - Air Handler 4.50 (1) - A/C Un it 4.50 (1) - Irrigation Pump (Optional) 2.88 (1) - Well pump 1.66 (1) - Refrigerator .72 (1) - Disposal (Optional) .72 Sub Total 65.44 KVA 1st 10 KVA 0100% = 10.00 KVA 55.44 Remainder @ 40% = 22.18 KVA Sub Total 32.18 KVA (1) Heat strip 10.00 Total 42.18 KVA 42.18 KVA/240 = 175 Amps Minimumof120/240, 200AmpService r"� I I I I I I I I I I I I I I I I I I I I I I N N E I I I I 4- I I I � I I I I I I I I I I j -4 v U f� M w t 1 � I I I I I I I I I N� I I I � I I i I I I I I trr�� MO I I 7'-28" 4'-5g" 5'-0" 35 $H EGRESS o C_7O o 12'-94" 1010 BEDROOM 4 51) 10'-1"FLAT COMING O ' 2a 80 2680 PK BATH 3 70'-1"F. CEILING 2660 -O .I 288° BEDROOM 3 TO 12'-1" FLAT CEILING O 32„ 32„ �z� IawNl 11'-3144" 9,_6„ 40805D 40`805P OO w O z N CNN 2080 BF BATH 10'-1"F, CEILING 2680 11'-34" 268° P� 12'-" 94 I I 6080 sD I I I '4 0 O (3 2' 2" 12'-94„ _ I I I 1 I 6080 SO Ica EGRESS OI (] C-7o E 91„ 35 SH w/Arched top / 8 1 6,_1„ 4,_5Z" ---------------------8----- 16'-S" 61'-8" 29'-51 15'-64" 1'-38" 9,_98 „ 3,_14„ 7,_31 - ------------------------------------------------ _____ 96 25 H 30 $ EGRESS PS-- •••--C-13----- - ❑' ❑' - - - ❑' PC-54 �w 41s 8" 3,_4„ MO N 3080 REAR PORCH 10'-1'FLATCEILING �1N ' (. f MAIN FLOOR) p MASTER BEDROOM 2'41„ 3,-64„ 4,_04„ 3;;_61„ 4. 4064 SH U I 10'-1"FLAT CEILING en _4 Eel " 14'-01 _ Al LI J. L/s D/W L -------------------- I 12080 560 TlAfSH -IN I MIS PC-160 / I TO 12'-1" FLAT CEILING p KITCHEN LIVING ROOM 51.,, 12'-7'FLAT CEILING N I AO 12'-1'FLAT CEI LI NG I 2880 15'-114" v F '4N °I� 5 FOYER N i N r 12'-1"FLATCEILING z OFFICE/ DEN 6'-24" J 12'-1"FLATCEILING rn 3 368°` `, 1280 N) LL 9'-S2" 3/4 Light 3/4 Light DINING AREA EGRESS Temp. Temp. 12'-1'FLATCEILIN C-70 PC-SOR 3'-11'-0" 4" 25 SH 1 EGRESS I I I I I 28 g° I REF1 2'42" in w/ ICE 4080 sD nlm CA SD OVEN I In WIND PRESSURES WINDOWS DOORS n36 5H +36.3 / - 39.7 ZONE 4 28.43 sq. k. O 3068 -36.3 / - 39.7 ZONE 4 32.7 sq. It Arched top (2) 26 SH +36.3 /-39.7 ZONE 4 39.6 sq. k. O 1260 +38,8 / _ 41.2 ZONE 4 11.3 sq. k. w/ Arched tops G 34 SH -38.8 /-41.2 ZONE 4 18.5 sq. R. PER 2017 FBC 6TH EDITION, RESIDENTIAL TABLE; R301.2 (4) THE GARAGE DOOR PRESSURE IS: w/Arched top O 18080 +23.3 / ZONE 5 144.0 sq. it. 255H +38.8 /-41.2 ZONE 16.25 sq. R. -26.0 35 5H +36.3 /-39.7 ZONE 4 23.6 sq. R. O 2880 -36.3 /-39.7 ZONE 4 25.52 sq. k. n2833 5H +40.7 /-44.1 ZONE 4 8.7 sq. k. O 2880 +36.3 /-39.7 ZONE 4 25.52 sq. R. Q25 ZONE 5 it. O 12080 -34.5 / -36.8 ZONE 4 97.67 sq. k. SH +38.8 / - 41.2 16.25 sq. 0 25 SH -38.8 / - 41.2 ZONE 4 16.25 sq. (t. 345H +38.8 /-41.2 ZONE 17.2 sq. k. 35 SH -36.3 /-39.7 ZONE 4 23.6 sq. k. 2833 SH +40.7 /-44.1 ZONE 4 8.7 sq. k. 35 SH -36.3 /-39.7 ZONE 4 23.6 sq. k. 28335H +40.7/-44.1 ZONE 8.7sq. k. 35 SH +36.3 /-39.7 ZONE 4 23.6 sq. k. w/ Arched top � MICRO I ________= 2880 32" 32„ ❑ I Z a � JS sIn � I ml�t CO > N 1810 1„ Ey n1m HALF I • I � 0'-0" O 52" ASTER ATH 10'-1"FLATCEILING O Nri rzIC0 II M w \I I I M I a >i rr > 1 Ml t 2660 19'-6g T012'-1" FLAT NG ' a 0 _S2!' \ -IN10'-4" N 0 2 8 /® 51„ . Temp. i/ NO - - - - PANTRY 2 �/ vl / 10'-1"FLAT 2860 CEILING SEAT (] / _ _ _ '^N oo ❑ ❑_❑I .44, 13 T_____ -__- 3080 4 3.5" is o LL'I365HWArchedtop 1 B 4,_5Z8„ MNo �^ 91„ 8 9,_82„ A/H ! 32„ N o 3'-7g" 5'-3" c 90 3 0 LAUNDRY r- = �� FRONT PORCH 12'-7"FLATCEILING (o(fMAIN FLOOR) 2 ♦ „ w/1/2 Arched tops 1 .=1 t Oj 10'-7"FLAT CEILING 1 7n 6 28 7'-101 BLOCK BASE, 12"BLOCK ROUND COLUMNS, LINTEL ¢ °.=lml " 1 e-1�N W D 5 BEAM ABOVE w/ BUILD OUT BOXED WOOD BEAM, -- -- w/ FELT & STUCCO FINISH; TYPICAL 3 PLACES. I' l] PC-70 39., PC-112 w/ArcFe to T 0 - - - P L - PC-90 w/Archedt -� - �'^� 8,_8" / 34 $H Temp. w/Arched top J ------ 5----- -- 1 -316"- J 1 - 4 57 2, 2g / „ �. 2,_O., 17'-74„ ____________________ 2 -0 nO 0" 32'-11g" I FLOOR PLAN SCALE 1/4" = V-0" u DIMENSION ONLY, SEE NEXT5HEETFORNOTES. 72'-O u THIS BUILDING/STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE 5th EDITION. STRUCTURAL DESIGN PREPARED UNDER THE RESPONSIBLE CHARGE OF WILLIAM F. STUHRKE, PHD, P.E. NOR HAS HE NOT BEEN RETAINED TO PROVIDE, NOR IS HE RESPONSIBLE FOR, FIELD SUPERVISION, INSPECTION, CONSTRUCTION ADMINISTRATION OR THE DESIGN OF ANY NON-STRUCTURAL ITEMS OR SYSTEMS. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS AN FIELD CONDITIONS PRIOR TO COMMENCING WORK. ANY DEVIATIONS OR DISCREPANCIES BETWEEN FIELD CONDITIONS AND THESE DRAWINGS ARE TO BE REPORTED IN WRITING TO WILLIAM F. STUHRKE, PHD, P.E. BEFORE WORK COMMENCES TO ENSURE STRUCTURAL CODE COMPLIANCE.-TYPICAL- 1 u OOO / I I 20'-94" TO FRAME WALL FROM INSIDE BLOCK WALL F + +I I�u.o 0 ---------------------- 2 CAR GARAGE 10'-4" FLAT CEILING (.ITMAIN FLOOR) 18'-O" ------------------- 22'-On - c} 2B 80 f/ OI Y d I en o cc p Q I I I � I I � o I i V I v n dN I ________ __ O 1 i I � 2'-P" 1-- '',j WINDOW SCHEDULE WINDOW FRAME WINDOW WINDOW` MISSILE IMPACT BLOCK OPENING MFR. TYPE COUNT CODE PRODUCTAPPROVAL WIDTH HEIGHT Vinyl 3 28335H Yes; Noa FL14911.5 32-3/4" 38-318" 1/2 Obscured Vinyl 1 Yes; Noa FL14911.5 53-7/8" 63" } m 1/20352H"d w O Vinyl 3 25 SH Yes; Noa FL14911.5 37-3/4' 63" Z Vinyl 2 2H Yes; Noa FL14911.5 37-3/4" 82" .J w/Arch65ed to Vinyl 1 345H Yes; Noa FL14911.5 53-7/8" 52-5/8' J Q w/Ai-ch,4to Vinyl 1 355H Yes; Noa FL14911.5 53-7/8" 52-5/8" w/ Arched top Vinyl 1 365H Yes; Noa FL14911.5 53-7/8" 65' w/ Arched top Vinyl 2 355H Yes; Noa FL14911.5 53-7/8" 63' Vinyl T Fixed Arch Yes; Noa FL14911.5 62-3/4" See Door OVer Entry Door overall EXTERIOR DOOR SCHEDULE DOOR MFR. DOOR TYPE FRAME TYPE MISSILE IMPACT PRODUCTAPPROVAL BLOCK OPENING WIDTH HEIGHT Jeld-Wen Fiberglass Fiberglass Yes; Noa FL16708 62-3/4" 113" Jeld-Wen Fiberglass Fiberglass Yes; Noa FL16708 Jeld-Wen Fiberglass Fiberglass Yes; Noa FL16708 216' 96' Jeld-Wen Fiberglass Fiberglass Yes; Noa FL16708 36-114' 98" Jeld-Wen Fiberglass Fiberglass Yes; Noa FL16708 36-114" 98" Jeld-Wen Fiberglass Fiberglass Yes; Noa FL16708 45" SHEET SIZE: 24"x 36" BEARING WALL LEDGER BLOCK WALLS 10'-1" HIGH o 0 12'-1" HIGH INTERIOR WOOD WALLS 10'-1" HIGH 12'-1" HIGH 7`� Wall Legend as shown on plans BLOCK WALL ACTUAL 7-5/8" WIDE BLOCK WALL FILLED CELL w/ 1 #5 re -bar BLOCK WALL FILLED CELL with NO RE -BARS Placed at openings of doors and windows when a cell is not shown a re -bar BLOCK WALL *with 3/4" insulation and 314" furring strips (Drywall not shown) �At air condition areas inside dimensions are measured from furring strips Wood frame wall r'N-) (Drywall not shown) ,_IN Woad frame wall L � (Drywall not shown) r-IN 2x4 Wood frame wall M w/ Insulation (Drywall not shown) 2x6 Wall Similar < IN BEARING Wood frame wall M w/ Insulation (Drywall not shown) 2x6 Wall Similar BLOCK WALL is ACTUALLY 7-5/8" WIDE AND USED FOR THIS PLAN. USE SIMPSON (2) HETA20 w/ 12-10d USE SIMPSON Galv. NAILS; 6-10d IN EACH TRUSS STRAP (2) HETA20 w/ 12-10d Galy. NAILS; ALL OTHER TRUSSES USE SIMPSON: MAXIMUM UPLIFT = 2,500It's 6-10d IN EACH TRUSS STRAP: MAXIMUM UPLIFT = 2,500It's HETA16 w/ 9-10d x 1.5" Galy. NAILS; MAXIMUM UPLIFT =1,810 It's -- N Q Q Q III J 35 SH II ° 25 5H O O 25 SH 'ham EGRESS it 'I 3 EGRESS ) EGRESS 0 00 0 0 0 0 ❑ 8F24-IB-IM-IT F24-IB-IM-IT II F24-IB-IM-IT ❑ 8F24-0 -IM-IT J it m 8F24-0B-1 al �IiI N REAR PORCH USE COL N BLOCK ONLY � 1 m II 10'-1"FLAT CEILING (IF THIS SIA,E IS AVAILABLE) (If not replay with 16"06"A" Column Block) 5 0 II II 7 4° CdfMww FLooR> �/ ii' EDROOM ;' m MASTER BEDROOM 5D III 10'-1"FLAT CEILING ii II II 2B80 Temp. 10'-" 1 FLATC NC; \ � �irl)4034SH L PER / :L'_:T L/S D/W.' I' ------------- 23,_0„ 6080 51) 80 2R "PK 1 BAIN 3 ~ 10,7EILING 2680 mo m CO m El I 2880 BEDROOM 3 Y o� ❑ 70'-1" FLAT n ll1 LING �p I W III � W N ill 0 � mw s III O III F x ❑ IF: Z III Ia ❑ �- 7'_01 ill GIRDER SETBACK !!! 40805D iik°8°SD Z - - - - - - 111 208 208iw0 iIIII,I!iilllIiililI BF II II 6 280 BAi 2 ❑ 10'-1"FI ELING /0 4110 2PK BEDkoom 2 2/8/8 10'-1' FI AT CEILING I � 6080 LGUM210-2-SDS / SD B-3/8"Dia. x4" TITEN HD 1NCHORS & 8-1/4"Diax 2-1/2" SOS SCREWS. --------C2* ---- ; : 2 PLY --------- C1* LGUM210-2-SDS w/ 8-3/8"Dia. x4" TITEN HD ANCHORS & 8-1/4"Dia. x 2-1/2' SIDS SCREWS. U ADD 12" 2x6 FILLER AT BRACKET Q w BEDROOM 2 6080 10'-1"FLAT CEILING r/ 51) p ❑ x (9 EGRESS 8F24-OB-IM-IT 35 5H w/Arched top O ' N I 7'_0„ GIRDER SETBACK 4080 SD I II I 6080 I SD II I 2 w �z 2880 10'-1 288 / � II SEAT JE1 3 18 0BEARINGWALL w/ 2x4 STNDS 12" O/C � Y �m Q a� m 3 7,_O" GABLE END **G1 & **G2 SIMPSON MTS16 w/ (14) 10d Galy. NAILS. GI *C1 & *C2 AT RIGHT: SIDE OF BLOCK WALL USE: SIMPSON BOTH ENDS. EXCEPT AT 11 USE ONLY LGUM210-2-SDS w/ ONE OVER BEARING WALL. 8-3/8"Dia. x4" TITEN HD ANCHORS & 8-1/4"Dia. x EACH BEARING AREA USE 3 STUDS IG&N) CONNECTION TO 2-1/2" SOS SCREWS. TOGETHER. CMU BY BUILDER NOTE: AT C1* ADD 12" 2x6 FILLER AT BRACKET I 17" OUTER : SEE TRU=NEEDS *C2 AT LEFT: ON BLOCK WALL USE: SIMPSON VGT - RK AREA ROOFw/06) 1/4"x 3" SDS & 5/8" x 10" ATR DRILLED & =DUCT KET AREA, COMPANYEPDXIED w/ SET-XP ANCHORING ADHESIVE. N INSTALL I 0 C FLOOR PLANK SCALE 1/a" = V-0" 1/4" = V-0 i u NOTES ONLY, SEE DIMENSION SHEET / THIS BUILDING/STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE 5th EDITION. STRUCTURAL DESIGN PREPARED UNDER THE RESPONSIBLE CHARGE OF WILLIAM F. STUHRKE, PHD, P.E. NOR HAS HE NOT BEEN RETAINED TO PROVIDE, NOR IS HE RESPONSIBLE FOR, FIELD SUPERVISION, INSPECTION, CONSTRUCTION ADMINISTRATION OR THE DESIGN OF ANY NON—STRUCTURAL ITEMS OR SYSTEMS. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS AN FIELD CONDITIONS PRIOR TO COMMENCING WORK. ANY DEVIATIONS OR DISCREPANCIES BETWEEN FIELD CONDITIONS AND THESE DRAWINGS ARE TO BE REPORTED IN WRITING TO WILLIAM F. STUHRKE, PHD, P.E. BEFORE WORK COMMENCES TO ENSURE STRUCTURAL CODE COMPLIANCE.—TYPICAL- A/C II=3i /jit it----------------- \_ II 2 CAR GARACsE II 10'-4"FLAT CEILING II .. (offMAIN FLOOR) II H 8F50-IB-IM-IT io 3/4" Door Drop/Sope u Ln m m NOTE: BELOW ARE MINIMUMS FOR F. B. C., UPGRADES ARE AVAILABLE CHECK WITH BUILDER ON 30 N FELT & PEAL AND SEAL UNDERLAYMENT OPTIONS FLASHING DETAILS -Typ'- �NDE�R�YMEWMOD CK 6"MIN.STRIP NI1Fal ANMT MET. DRIP EDGE APP'D OVER FELT ALONG R E B" STARTER STRIP n OR COURSE OF START THIRD COURSE\'• SHINGLES INVERTED WTH FULL STRIP RA START FIRST COURSE MINUS FIRST TAB WRH NLL STRIP STMT SECOND CouRSE WITH NLL STRIP MINUS 1/2 TAB THREE TAB SHINGLES SHOWN, BUT DO NOT USE VERIFY TYPE OF SHINGLES Gr GALVALUME METAL ROOFING FINISHED ROOFING SHALL MEET 130 MPH FOR THIS JOB 2-1/2" ALUMINUM OR GALVANIZED OVERLAP: 4" (Min.) NAIL: 12" O/C FELT: 15# (Min.) DRIP EDGE FLASHING CEMENT 'qil METAL DRIP APP'D DIRECT TO WD. DECK / METAL DRIP AT RAKE MPLIED OVER UNDERIAY- MENT FOLLOW MANUFACTURES INSTALLATION INSTRUCTIONS FOR 130 MPH UNDERLAYMENT & DRIP EDGE. ABOVE MAY NOT BE THE ONLY WAY TO INSTALL THESE ITEMS. ROOF UNDERLAYMENT AND DRIP EDGE GALVANIZED ROLL F HING - v/ 4- w DE DYER OF PUSTIC ROOFlNG CEMENT UNDER EACH SIDE NAIL EDGES w/ 1-1/4' ROOFING NP1L5 0 6" O/C WOOD SHEATHING CONCRETE FOOTER CONCRETE FLOOR L.,.r��/�/ UNDERUYMENT (( ( t t �1)I/ 8 MIL PoLTEMYLENE VAPOR WRIERWE lJ11 11J1` 1J11 •/6' R-ED � —ED A ARE4 LCOMPACIEO OR UNDISTURBED SOIL FOOTER Bc SLAB VAPOR BARRIER 36" ROLL ROOFING AT LEAST 55 LB OR 1/16" SHEET NEOPRENE EACH STRIP To —END AT LEAST 12" TEND AT LEAST 12" BEYOND CENTER OF VALLEY �71fIxYa►il %I/I11911 BEARING WALL LEDGER BLOCK WALLS 10'-1" HIGH O O 12'-1" HIGH INTERIOR WOOD WALLS 10'-1" HIGH 12'-1" HIGH NOTE: FILL ALL CELLS w/ CONCRETE ALONG WITH LINTEL POUR FOR HOT WATER HEATER SHELF; BOTH WAYS W/H DN SHELF 2x6 YP/PT ANCHORED TD WALLS w/121 ROWS OF 1/4"Dia. x3" HEX HEAD TAPCONS 8" O/C OFFSET 4". INSTALL (3) ANGLED 2x6 YP/PT JOIST UNDER W/H AS SHOWN w/ SKEWED HU28 w/6-3/16"Dia. 3" HEX HEAD TAPCONS IN LEDGER & 4-10d x1.5 IN JOIST. w/ 3/4" COX PLYWOOD Or BETTER GRADE SHELF. VERIFY HEIGHT WITH PLUMBER ON SIZE OF TANK NEEDED. -0„ GIRDER SETBACK I♦IIIIIIIIIEN NI SHEET SIZE: 24"x 36" Wall Legend as shown on plans BLOCK WALL ACTUAL 7-5/8" WIDE BLOCK WALL FILLED CELL w/ 1 #5 re -bar BLOCK WALL FILLED CELL with NO RE -BARS Placed at openings of doors and windows when a cell is not shown a re -bar ACT BLOCK WALL *with 3/4" insulation and 314" furring strips (Drywall not shown) �Atair-nclitibnamas inside dimensions are measured from furring strips Wood frame wall r4) (Drywall not shown) ,_IN Woad frame wall Ln (Drywall not shown) r-N 2x4 Wood frame wall M w/ Insulation (Drywall not shown) 2x6 Wall Similar < IN BEARING Woad frame wall M w/ Insulation (Drywall not shown) 2x6 Wall Similar BLOCK WALL is ACTUALLY 7-5/8" WIDE AND USED FOR THIS PLAN. ALL EXTERIOR: ENTRY, LANAI, & PORCH STRUCTURAL CEILING OPTIONS: One of the following shall apply: Verify with Owner first. 1) 1/2"CDX Structural sheathing, product approved, nailed same as roof requirements w/ 1x3 trim at all joints. 2) Self furring (Rib -Lath) wire lath w/ 3/4" stucco finish on 15# felt @ all wood contact areas. (Providing "1x4 Rat -Runs" are installed on top of the bottom cord of trusses, 48" O/C 3) Aluminum or Vinyl, solid ceiling over 1/2" CDX Structural sheathing. 4) Beadboard Paneling, w/ 1x3 trim at all joints; Product approved. 5) 1x6 or 1x8 SYP (t & g) w/ HIDDEN 8d NAILS AT JOINTS NOTE: INSTALL ALL HARDWARE PER MANUFACTURERS RECOMMENDATIONS, EQUIVALENT STRAPS AND HANGERS & OTHER CONNECTIONS MAY BE SUBSTITUTED FOR THOSE SPECIFIED ON THESE PLANS, -Typ-. MAIN LINTEL -BEAM MAIN WI DOW OPENINGS O '-i m MAIN FLOOR 12 EXTERIOR 5 ALUMINUM RIDGE CAP; VENTED 2833 5H 35 SH 2833 5H --- BOTTOM OBSCURED EGRESS BOTTOM OBSCURED Temp. Temp. (VERIFY) Bedroom 3 (VERIFY) Bedroom 4 Bath 3 Bath 2 Bedroom 2 LEFT SIDE ELEVATION SCALE 1/4" = 1'-a" u ALUMINUM RIDGE CAP; VENTED HIGHEST PART OF ROOF ENTRY / PORCH KNEE WALL MAIN LINTEL -BEAM ' SEE IYPICAL WALL SLCIIUN FOR AUUIIIUNAL INFORMAIIUN 35 SH ARCHEDTOP EGRESS :e Porch / Entry. FRONT ELEVATION SCALE 1/4" = rr-o° u THIS BUILDING/STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE 5th EDITION. STRUCTURAL DESIGN PREPARED UNDER THE RESPONSIBLE CHARGE OF WILLIAM F. STUHRKE, PHD, P.E. NOR HAS HE NOT BEEN RETAINED TO PROVIDE, NOR IS HE RESPONSIBLE FOR, FIELD SUPERVISION, INSPECTION, CONSTRUCTION ADMINISTRATION OR THE DESIGN OF ANY NON-STRUCTURAL ITEMS OR SYSTEMS. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS AN FIELD CONDITIONS PRIOR TO COMMENCING WORK. ANY DEVIATIONS OR DISCREPANCIES BETWEEN FIELD CONDITIONS AND THESE DRAWINGS ARE TO BE REPORTED IN WRITING TO WILLIAM F. STUHRKE, PHD, P.E. BEFORE WORK COMMENCES TO ENSURE STRUCTURAL CODE COMPLIANCE. -TYPICAL - 2 Car Garage INA-11MR-11 ININA-11FA-11FA-11FA-lim SHEET SIZE: 24"x 36" 12 EXTERIOR I 5 ALUMINUM RIDGE CAP; VENTED 25 5H 2880 35 SH 2833 5H A/C SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION BOTTOM OBSCURED BOTTOM OBSCURED Master Bedroom Pick type &Style Temp. Temp. 2 Car Garage (VERIFY) (VERIFY) M. B. W.I.C. RIGHT SIDE ELEVATION n SCALE 1/4" = V-0" ALUMINUM RIDGE CAP; VENTED 12 EXTERIOR 5 MAIN LINTEL -BEAM MAIN ./ .. ./ ;.:. ':'•�•. ". '• •ALL BLOCK AREA ... ..: .... 3 p 4„ • "STUCCO FINISH* •• o 3 -1Ll L= 4„ •. 4'-0-4 o 4 -5- 8 ' 42 N'• ... .. ' N .. . . A/C SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION 25 SH 25 SH 4034 5H FIXED 12050 560 FIXED 35 SH EGRESS Temp. Temp. Temp. Temp. EGRESS 2 Car Garage Master Bedroom Kitchen Porch / Living Room Bedroom 4 REAR ELEVATION SCALE 1/4" = V-0" u THIS BUILDING/STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE 5th EDITION. STRUCTURAL DESIGN PREPARED UNDER THE RESPONSIBLE CHARGE OF WILLIAM F. STUHRKE, PHD, P.E. NOR HAS HE NOT BEEN RETAINED TO PROVIDE, NOR IS HE RESPONSIBLE FOR, FIELD SUPERVISION, INSPECTION, CONSTRUCTION ADMINISTRATION OR THE DESIGN OF ANY NON—STRUCTURAL ITEMS OR SYSTEMS. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS AN FIELD CONDITIONS PRIOR TO COMMENCING WORK. ANY DEVIATIONS OR DISCREPANCIES BETWEEN FIELD CONDITIONS AND THESE DRAWINGS ARE TO BE REPORTED IN WRITING TO WILLIAM F. STUHRKE, PHD, P.E. BEFORE WORK COMMENCES TO ENSURE STRUCTURAL CODE COMPLIANCE. —TYPICAL — JIL 3" v P, 3 LAV 1 z" J L2"VTR TUB LAV 1 z " 2„ 2„ 3"C. 0. (if required) 3" WC 3" LAV 1 2"3" 2" 2" TUB LAV 1 Z" 3° 2" 2' C. 0. (if required) WC 3„ 3" 2" UNDER WINDOW LOOP VENT K. SINK 1 1— 2" C. 0. 2" t" 2" UNDER WINDOW LOOP VENT 2„ WASHER 1 3" 2„ 4" J L31 vrR 3„ 4" \ 3" LAV 12" LAV 1 z„ JL2" VTR Install stack C. 0.'5 (if required) 2" 4" Exterior, 2" 33„ „ 3 3„ 3" 3 C. 0. 4„ 2„ PLUMBING RISER SHOz z ,�� NO SCALE WER 'u LAYOUT MAY CHANGE, OTHER RISER LAYOUTS BY PLUMBER MAIN LINTEL -BEAM MAIN WINDOW OPENI GS �I MAIN FLOOR SHEET SIZE: 24"x 36" 2„ TVB J 3„ WC 3" 4" C. 0. TO SEPTIC TANK 0 N liMllill 12'-0' 6'-10- \ �• LINTELABOVE ------------------------ 61'-S" — �9'_54" USE COLUMN BLOCK ONLY (IF THIS s¢E Is nvnLneLE) __ Ilf not replace with 16"x16"x8" Column Block) 4" 4" 10'-12" © �• �• O O UNTELABOVE \ �� .0.. O UNTELABOVE I N C 1 REAR PORCH 35"SFEP DOWN w/1.5"SLOPE TOOT DOOR I 14 ° Q 11 5TEP POV I I ❑' �• r1N LINTELABOVE �• ( (^, --s..Y. -- --- vilm I ryN I � I I I ' I I I � I KUill -- ma \ --------------- L -- ------------� - -J ❑• C ❑• ❑• C POORN UNTELABOVE C ❑• I • ❑• - -� -- ---- ----- -----� --- C B VERIFY IFSLIDING DOOR NEEDSA MCE551N CONCRETE MAIN SLAB rBOTTOM E PAD 24" x 16" DEEP MONOLITHIC PAD w/ 4 #5 ARS EACH WAY. USE CONTINUOUS RE -BARS FROM 'C' FOOTER. _ _ " - ! I. --- 'I —I 2'-0" !I L -- 100111INTEL - e- O ❑' LINTELABOVE �• �. �. ABOVE 1 XC LF,„ NF0 � 6,9„ �M� M o r-L-------- LINTELABOVE 151_01 \I o ------------------- ❑ O © 0 LINTELABOVE ;Ito' " m 5,_9„ \ 72" 1oz" rnld i o� 10'-11" 32'- 1€ 32'-11i 15'-64" 6'_4" T-O„ 4'-b" 4„ Tg 4„ I� 3a(4 JB LINTEL FA@QVE-�.----- `....... _L B ABOVE r I I >I 21 V I I iI I I I c-I�t I � I i I 52" GET III I I EXTEND FOUNDATION FOR G2 BEARING FRONT PORCH \ 3.5"STEP DOWN w/ V SLOPE TO FRONT EDGE --------------------------- --- OLINTELABOVE O LINTELABOVE 9'-41 9,_101 b" FOUNDATION PLAN SCALE 1/4" = V-a' w/ Underground Plumbing & Electric Locations 72'-0" THIS BUILDING/STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE 5th EDITION. STRUCTURAL DESIGN PREPARED UNDER THE RESPONSIBLE CHARGE OF WILLIAM F. STUHRKE, PHD, P.E. NOR HAS HE NOT BEEN RETAINED TO PROVIDE, NOR IS HE RESPONSIBLE FOR, FIELD SUPERVISION, INSPECTION, CONSTRUCTION ADMINISTRATION OR THE DESIGN OF ANY NON-STRUCTURAL ITEMS OR SYSTEMS. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS AN FIELD CONDITIONS PRIOR TO COMMENCING WORK. ANY DEVIATIONS OR DISCREPANCIES BETWEEN FIELD CONDITIONS AND THESE DRAWINGS ARE TO BE REPORTED IN WRITING TO WILLIAM F. STUHRKE, PHD, P.E. BEFORE WORK COMMENCES TO ENSURE STRUCTURAL CODE COMPLIANCE.-TYPICAL- M N i M hlm M - 24'-4g" I I > g z 10' 118" J I o_ 51" � '• •'I > I 2 II 1 I z �T j 7,_O„ H B 2'-4" 2.(4 F °o 2 CAR GARAGE 35"STEP DOWN w/VSLOPE TO 111111111111 ---------------- 3/4' Door Drop /Slope UNTELABOVE 22'-0" This symbol indicates location of a 5/8" vertical steel reinforcement dowel re -bar, properly tied to footer steel. 6'-0" max Spacing, Typ, CONCRETE FORM COMPANY NOTE: IF A PLUMBING STACK IS WHERE VERTICAL BAR IS SHOWN, MOVING IT IS OK PROVIDING SPACING BETWEEN BARS DOES NOT EXCEED 6-0". BUILDING NOTE: WATER SEEPAGE FROM A DRIVING RAIN MAY ENTER HOME HIGHLY RECOMMENDED TO HAVE 8" WIDE 1-1 /2" DEEP, BLOCK DROP. OR SUGGESTED TO CROWN SLAB 2" TO 1 " HELPS PREVENT WATER DAMAGE. ADJUST BLOCK WALL HEIGHT AS NEEDED TO AVOID CUTTING DRYWALL SHEETS AT BOTTOM. SEE OPTIONAL MONOLITHIC FOOTER SECTION W/ BLOCK OFFSET WALL SECTION SHEET 6 OF 9 / ALWAYS CHECK TRUSS PLANS FOR ANY INTERIOR BEARING WALLS NOT NOTED ON PLANS CHECK FOR TYPE OF RANGE VENT @ KITCHEN, MAY NEED DOWN DRAFT & UNDER GROUND GAS LINE ??? CHECK TYPE OF SLIDING GLASS DOORS, MAY NEED DOOR DROP ??? PLUMBING NOTE: DO NOT PLACE PLUMBING STACK WHERE VERTICAL BARS ARE PLACED. IF FOR ANY REASON A BAR MUST BE REMOVED LET BUILDER KNOW. CONCRETE FORM COMPANY NOTE: IF A PLUMBING STACK IS WHERE VERTICAL BAR IS NOTED MOVE TO NEXT BLOCK CELL. FOUNDATION NOTES VERTICAL BARS NOT TO EXCEED 6'-O' O/C MONOLITHIC SLAB AND FOOTER SUPERPLASTICIZER CONCRETE MIX CONCRETE: 3,000 psi SLAB: 4"THICK w/bx6#10WIRE MESH ONCHAIRS. EXTERIOR OPTIONAL: FIBER MESH IN PLACE OF WIRE, FOLLOW FIBER SECTION FOOTERS: \ 16" WIDE x 16" DEEP w/ 3 #5 Re -BARS CONTINUOUS, © 16" WIDE x 20" DEEP w/ 3 #5 Re -BARS CONTINUOUS, © 16" WIDE x 16" DEEP w/ 3 #5 Re -BARS CONTINUOUS, CENTER w/ WALLABOVE ADD TO ABOVE: 2 CORNER BARS, I F NOT B ENT CONTI N VO VS AT EACH CORNER. 25"MINIMUM ON ALL OVERLAPS. TIEALLSTEELTO STEEL CONTACTS. ADD # 5 DOWEL BARS AS NOTED ON PLANS. PAD KEEP BARS PLUMB AND PERPENDICULARTO CONTINUOUS BARS. PAD 24"x 24" x 16" DEEP MONOLITHIC PAD w/ 4 #5 M-BAR5 EACH WAY, AA USE CONTI NUOUS BOTTOM Re -BARS FROM 'C' FOOTER. INTERIOR FOOTERS: Bearing In-2 16" wide x 16" deep w/ 2 #5 Re -BARS, CONTINUOUS. ADD 1/2"x 10"ANCHOR BOLTS or 5/8" X 10"SLEEVE ANCHOR @ 24' MAXIMUM SPACING. 7" EMBEDMENTREQUIRED. 120" (101 #4 HAIR PIN SLAB Re -BARS, WRAP & TIE TO DOWEL Re-BARAND USE CHAIRS ATOPEN ENDS VAPOR BARRIER: 6 MIL, TAPE)OINTS AND COVERALLAREAS. SAND: TREATED FOR TERMITES, COMPACTEDTO2000p5f SOIL BEARING CAPACITY @ 95 % MODIFIED PROCTOR. TYPICAL ALL AREAS, EXCEPTA5 NOTED NOTES: SHEET SIZE: 24"x 36" TRUSS ANCHOR DETAIL Pre Engineered Girder Truss Follow Manufacture's Specifications for Attachment 3LE STRAP Simpson Strong Ties u Truss Manufacture's lations for Type and Size Girder Truss Straps (Double META20, Shown ) © O O 0 0 O 'SO cF O O O 5/8" (19/32") MINIMUM CDX - SHEATHING NAILED WITH 8D RING SHANK GALV. NAILS OFFSET PLYWOOD AND SPAN OVER THREE TRUSSES, © 0 (MINIMUM) O 6" APART AT ENDS, AND 6" APART IN THE FIELD (EACH SHEET, OR PART OF) 2O 4" APART AT OVERHANG EDGE, AND 6" APART AT SHEETS EDGE & IN THE FIELD (EACH SHEET, OR PART OF) O GABLE ENDS - 4" APART EDGE AND 6" APART IN FIELD AND 4" IN FIELD ENDS, (EACH SHEET, OR PART OF) NOT SHOWN FOR THIS JOB -TYP ROOF SHEATHING NAILING ZONES NTS 8" BLOCK WALL FILLED # BAR LAPPED CELL f TO FTG & LINTEL # CORNER BAR SOME CORNERS HAVE (3) ALL LAPS 25" (minimum) -TYP'- BLOCK CORNER DETAIL Simpson Strong Tie Follow Truss Manufacture's Calculations for Type and Size See Floor Plan Structural notes Standard Truss Strap (Shown META16) TYPE DESIGNATION F= Filled w/ grout #5 Re -Bar BELOW top Row (3,500 psi Concrete #5 Re -Bar at top of lintel cavity 8F24-1B-1M-IT Nominal Width #5 Re -Bar at bottom (see cross section below) Nominal Depth 1 -1 8F16-1 B-1T 11„ 2 Clear CMU (Covering of Concrete) (Concrete Masonry Unit) Beam blocks #5 Re -Bar in Two top rows 24" f> Grout (3,500 psi Concrete) Minimum strength #5 Re -Bar at bottom of lintel Nominal width L 8" cavity. (7-5/8" actual height) With Girder Truss Above Cross Sections for #5 Re -Bar Placement -TYP 25 YEAR (MINIMUM) DIMENSIONAL FIBERGLASS SHINGLES OVER PEAL -&-SEAL -TYP.- UNDERLAYMENT OR 30# FELT, 1,25" GALVANIZED ROOFING NAILS, FOLLOW MANUFACTURES INSTRUCTIONS FOR INSTALLATION OF ALL MATERIALS. 5/8" (19/32" MINIMUM) COX PLYWOOD SHEATHING NAILED WITH 8D GALVANIZED RING SHANK NAILS, 6" O/C AT EDGES AND INTERMEDIATE ZONES; 4" O/C AT GABLE ENDS (OFFSET SHEATHING AND SPAN OVER -TyP.- THREE TRUSSES MINIMUM.) PRE ENGINEERED ROOF TRUSSES 24" ON CENTER GALVANIZED HURRICANE STRAPS SIMPSON META16 OR EQUAL w/ 7-10d x 1-1/2" -TYP'- GALVANIZED NAILS, EACH END. 1,450# UP -LIFT LATERAL, 335# SIDE TO SIDE, 635# FRONT TO BACK LOADS. 48" & 60" BAFFLES AT VAULTED CEILINGS TyP. STANDARD HEEL HEIGHT 2X6 SUB FASCIA SQUARE CUT. -TyP•- �\ ALUMINUM DRIP EDGE, FASCIA AND VENTED SOFFIT. jt USE A CONCRETE VIBRATOR AT TIME OF ALL CONCRETE PUMP POURS TO PREVENT VOIDS. '.7r. TWO ROWS OF 8" CONCRETE LINTEL BLOCKS w/ 1 #5 Re -BAR T CONTINUOUS. ADD 1 #5 CORNER Re -BAR BENT 90° 30" EACH -TYP - 1' WAY EACH CORNER. ALL OVERLAPS 25" MINIMUM. FILL w/ 2'-0' 3,000 psi PUMP MIX CONCRETE. ya IMPACT GLASS IS REQUIRED IN 140mph ZONE ALUMINUM WINDOWS, SASH T m� \e AND SCREENS. FOLLOW MANUFACTURES INSTALLATION OR SUPPLY - Yp' M\\� 0 HURRICANE APPROVED STORM PANELS HIGH WIND RESISTANT PRE CAST CONCRETE SILL T� 98" CEMENTITIOUS or STUCCO FINISH FOR FINAL COAT WITH SMOOTH -TYP-- (FLOATED) or LIGHT TEXTURE. 8" CONCRETE BLOCK WALL WITH #5 Re -BARS TIED TO #5 -TYP'- Re-BAR FOOTER DOWEL BARS; MINIMUM 25" OVERLAP, BEND 90° AT TOP w/25" LEG, TIE TO CONTINUOUS STEEL AS NOTED ON PLANS. FILL CELLS WITH CONCRETE. -T OPTIONAL: CONTINUOUS PERIMETER SLAB #5 Re=BAR TIE TO EACH DOWEL BAR. (FOR ADDED FOUNDATION SUPPORT). 12" MINIMUM GROUND COVER ABOVE BOTTOM OF FOOTER — USE A CONCRETE VIBRATOR WHEN _ N POURING FOUNDATION TO PREVENT VOIDS.. Z:-- N � -TYP•- ROOF SYSTEM TO BE CERTIFIED INSTALLED TO MEET APPLICABLE 150 MPH WIND ZONE. 12 \ 5 EXTERIOR PRE ENGINEERED ROOF TRUSSES 24" ON CENTER ADD GALVANIZED SHIELD AT BLOCK AREAS R-13 HIGH WALLS & R-38 CEILINGS —Typ.— n n n n n n n n n F yr.- 1/2" CEILING TYPE DRY WALL BOARD TYP 1x4 PT FIRE STOP FURRING STRIP AT TOP OF BLOCK WALLS. SIMPSON SPH4 ON EA. BOTTOM CHORD OF TRUSS SPHb (TYP 10-10c 5PHS x 1-1/2 0 STUD UPLOAD =1240 2"x4" FRAMING 16" O/C ATTACH STUD TO TRUSS W/(1) SIMPSON LSTA12 (TyP.) 2"x6" (TYPO 2"xS w/ 10-10c x 1-1/2" WHERE TRUSS DOES NOT OCCUR 2"x4" P.T. PLATE AT STUD, USE SIMPSON H10 2"xW 2"X4" BRIDGING TYPICAL AT MIDPOINT SIMPSON SPH4 ON EA. 5/8" dla. x 1O" ANCHOR BOLTS @ 24" MAXIMUM SPACING or 1/2" dla. x 10" SPH6 ANCHOR BOLTS @ 18" MAXIMUM, EMBED 7" MINIMUM. (TyP ) SPHS (TyP') OPTIONAL: 5/8" dla. SLEEVE ANCHOR BOLTS @ 18" MAXIMUM SPACING, WITH 10-10 j EMBED 7" MINIMUM w/ 2x2x1/4" STEEL WASHERS 24". (TyP ) x 1-1/2 0 STUD UPLOAD =1240 �b" 2 #5 Re -Bar CONT. 16"-� GREATER UPLIFT& GRAVITY LOADS WILL (TYPO REQUIRE DIFFERENTSTRUCTURAL DESIGN SEE PLANS FOR NOTES (Typ.) BELL FOOTING AT INTERIOR BEARING WALL -'xY- PRE CAST CONCRETE LINTELS OVER BLOCK WALL OPENINGS. ADD 1# 5-RE-BAR AND AS NOTED ON PLANS BEARING WALLS: DOUBLE TOP PLATE NON BEARING WALLS: SINGLE TOP PLATE, (NOT SHOWN) 2x4 and 2x6 WOOD FRAME INTERIOR WALLS WITH TOP PLATE & PT BOTTOM PLATE 16" ON CENTER. r. �YF MARBLE, TILE or WOOD SILLS 1x2 PT FURRING STRIPS 16" ON CENTER, (OR 1x4 PT 24" 0/C.) 1/2" DRYWALL WALLS 3/4" R-5 ENERGY INSULATION BOARD (CONTINUOUS ON INTERIOR OF BLOCK WALLS OF AIR CONDITION AREAS.) BASE BOARD, VERIFY STYLE, TYPE AND SIZE WITH OWNER, BATH ROOMS TILE or VINYL -TYP' NOTE: 6 -O" TAPER SLAB FROM 6" TO 4" THICK STARTING AT 6'-0" FROM EDGE OF BUILDING PERIMETER �l 4" 3,000 psi MONOLITHIC CONCRETE w/ 6" TAPERED PRIMITER SLAB w/ THICKENED PERIMETER AS SHOWN & w/6x6 #10 WIRE MESH ON 6 MILL VAPOR BARRIER w/ 6" TAPED OVERLAP JOINTS ALL AREAS ON WELL COMPACTED SAND FILL TO 2 000 P S F )))) JJJJ� �3"MAX 16" Wide x 20" Deep 3,000 psi CONCRETE FOOTER w/ (3) #5 Re -BARS 16" 4 THEN 45° SOIL BEARING CAPACITY (61 95% MODIFIED PROCTOR TREATED FOR TERMITES. (KEEP CONTINUOUS ON "PALM BEACH CHAIRS". ADD #5 DOWEL BARS (AS NOTED ON WIRE OFF BOTTOM, USE "CHAIRS"). TYPICAL ALL AREAS. PLANS) w/ 25" VERTICAL OVERLAP ABOVE FINISHED SLAB; OVER 6 MIL. VAPOR -TYP-- BARRIER, ON WELL COMPACTED SAND FILL TO 2,000 P.S.F. SOIL BEARING OPTION 1: FIBER MESH IN CONCRETE CAN REPLACE #10 WIRE MESH.. CAPACITY @ 95% MODIFIED PROCTOR. TREATED FOR TERMITES. TYPICAL ALL OPTION 2: BLOCK DROP OF 1 -1 /2" AROUND GARAGE AREA & LIVING AREA. AREAS. SUPERPLASTICIZER VERIFY WITH OWNER. TIE -BEAM: (2) ROWS w/ #5 Re -BAR EACH; FILLED WITTH CONCRETE #5 BAR IN FILLED CELL STANDARD HOOK 1 900 7 1-1/2" COVER LL � I _ _- (minimum) CONTINUOUS #5 BAR IN FILLED CELL �L 25" LAP (minimum) (3) #5 BARS IN FOOTING ON PALM BEACH CHAIRS 3" COVER (minimum) STANDARD HOOK 900 NOTE: TIE PARALLEL OR PERPENDICULAR TO BOTTOM BARS IF DOWN ROD IS OMITTED IN SLAB, ROD MAY BE INSTALLED BY DRILLING 8" DEEP HOLE IN FOOTER & SETTING ROD w/ EPDXY. -TYP - DOWNPOUR DETAIL THIS BUILDING/STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE 6th EDITION. STRUCTURAL DESIGN PREPARED UNDER THE RESPONSIBLE CHARGE OF WILLIAM F. STUHRKE, PHD, P.E. NOR HAS HE NOT BEEN RETAINED TO PROVIDE, NOR IS HE RESPONSIBLE FOR, FIELD SUPERVISION, INSPECTION, CONSTRUCTION ADMINISTRATION OR THE DESIGN OF ANY NON-STRUCTURAL ITEMS OR SYSTEMS. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS AN FIELD CONDITIONS PRIOR TO COMMENCING WORK. ANY DEVIATIONS OR DISCREPANCIES BETWEEN FIELD CONDITIONS AND THESE DRAWINGS ARE TO BE REPORTED IN WRITING TO WILLIAM F. STUHRKE, PHD, P.E. BEFORE WORK COMMENCES TO ENSURE STRUCTURAL CODE COMPLIANCE. -TYPICAL - CONCRETE MIX TYPICAL WALL SECTION SCALE 1/2" = 1'-0" a 2x 4, 6, or B 5TUD516"O/C w/H2.5FORNON BEARING & H10 FOR BEARING; TOPAND BOTTOM -Typ, each stud OUTSIDE: 1/2"SHEATHING w/ 3/4" STUCCO FINISH OVER WIRE LATH AND FELT. OR OTHER CLADDING FINISH rl JILL FLMIL CONCRETE: 1-1 FASTEN PT SILL PLATE 21" O/C (MAX 24") WITH 6.5"x 1/2" WEDGE BOLTS w/ WASHERS TYPICAL KNEE WALL DETAIL I OVERILAP 25" MINIMUM I I N I 1 I N 16" Wide x 20" Deep 3,000 psi CONCRETE FOOTER w/ (3) #5 Re -BARS S S Sl CONTINUOUS ON "PALM BEACH CHAIRS". ADD #5 DOWEL BARS IAS NOTED ON PLANS) w/ 25" VERTICAL OVERLAP ABOVE FINISHED SLAB; OVER 6 MIL. VAPOR -TYP,- BARRIER, ON WELL COMPACTED SAND FILL TO 2,000 P.S.F. SOIL BEARING CAPACITY @ 95% MODIFIED PROCTOR. TREATED FOR TERMITES. TYPICAL ALL AREAS. o NOTE: Y TAPER SLAB FROM 4" TO 6" THICK STARTING AT 6'-O" FROM EDGE o OF BUILDING PERIMETER CO 6,-0„ SIN ?=- 4" 3,000 psi MONOLITHIC CONCRETE w/ 6" TAPERED PRIMINETER SALB w/ THICKENED PERIMETER AS SHOWN & w/6x6 #10 WIRE MESH ON 6 MILL VAPOR BARRIER w/ 6" TAPED OVERLAP JOINTS ALL AREAS ON WELL COMPACTED SAND FILL TO 2,000 P.S.F.; 3" MAX SOIL BEARING CAPACITY (@ 95% MODIFIED PROCTOR TREATED FOR TERMITES. (KEEP 16" �� THEN 45° WIRE OFF BOTTOM, USE "CHAIRS" 1. TYPICAL ALL AREAS OPTIONAL: FIBER MESH IN CONCRETE CAN REPLACE #10 WIRE MESH. O VERIFY WITH OWNER. SUPERPLASTICIZER CONCRETE MIX OPTION #2: FIBER MESH WI 1.1 I2" OFFSET FOR BLOCK MONOLITHIC FOOTER SECTION, BLOCK WALL SCALE 3/8" = V-0" FOLLOW FOUNDATION PLAN, FOOTER AND PADS MAY VERY NOTE: BLOCK OFFSET CAN BE FOR FOUNDATIONS w/ WIRE ROAD MESH ALSO SHEET SIZE: 24"x 36" EXTERIOR DOOR BUCK BLOCK WALL DETAILS -Typ.- (Follow manufacture's installation plans) 1 #5 Vertical Re -Bar from footer to Tie -Beam Tap cons into poured cell block fill with 3,000 psi concrete 1-1/2" (minimum) 5/8" Stucco or Cementitious # depends on Door type and size. 4 minimum 1 1� O El Brick Wald � Door Door Jamb 3/4" Ridged Insulation 1x4 pt, or Full width of frame 1x2 or 1x4 PT Furring Attached w/ Panel Adhesive & Drywall 1-1/2" concrete nails, 16" o/c offset Wood Casing & Nail to 1x4 Furring Shim Area (full width ofjamb) (2) 1x4 PT (GLUED) w/ (1) 2x4 SOLID BLOCKING AT EACH SIDE, EACH END. FASTENED w/ 3-1/2" x 1/4" dia. TapCons, OFFSET ROWS @ 12" O/C Max. 5/8" or 1/2" (15/16" MINIMUM) SHEATHING SET FLUSH w/ FURRING OVER INSULATION, FASTENED w/ 8d NAILS @ 6" O/C Max. FILLED CELL w/CONCRETE ADD 1 #5 Re -BAR (WHEN REQUIRED) 3/4" PT FURRING �3/4" RIDGED INSULATION � MASON RY BLOCK wrdth ofOpenmg CEMENTITIOUS COATING 5/8" STUCCO (2 layers) FLARE TO CEMENTITIOUS COATING OVER WIRE LATH AND FELT TOP VIEW (Before Lintel) 5/8"or 1/2" (15/16" MINIMUM) SHEATHING ALL ITEMS ARE TYPICAL SET FLUSH w/ FURRING OVER INSULATION, FASTENED w/ 10d NAILS @ 6" O/C Max. TOP LINTEL BLOCKS, FILLED w/ CONCRETE & 1 #5 Re -BAR EACH ROW PRE CAST LINTEL, FILLED w/ CONCRETE & 1 #5 Re -BAR, WHEN REQUIRED 5/8" or 1/2" (15/16" MINIMUM) SHEATHING, SET FLUSH w/ BLOCK (EXTERIOR) & SET FLUSH w/ FURRING OVER INSULATION, (INTERIOR) FASTENED w/ 8d NAILS @ 6" O/C Max. (2) 1x4 PT (GLUED) w/ 2x4 ARCHED BLOCKING AT EACH SIDE OR OTHER SHAPE, LIKE SOLID SHAPED BLOCKING. FASTENED w/ 3-1/2" x 1/4" dia. TapCons, OFFSET ROWS @ 12" O/C Max. 1x4 PT FURRING WINDOW BUCK (GLUED) FASTENED w/ CASE HARD "T' NAILS or#4 CUT NAILS 3" OFF EACH END & 16" MAXIMUM SPACING MASONRY BLOCK w/ END CELL FILLED w/ CONCRETE & 1 #5 Re -BAR IF REQUIRED / 5/8" or1/2" wi(15/ib'� min. 4"z ARCHED WINDOW / BUCK. RECOMMENDED TO CONTINUE WIDTH TO EDGE OF FRAMING INSIDE. ATTACH WINDOW & MULL BAR (IF USED) TO ARCHED FRAMING AS PER MANUFACTURING REQUIREMENTS. QInC X/IC1A/ TYPICAL ARCHED WINDOW OPENING DETAIL n NO SCALE u ALL ITEMS ARE TYPICAL THIS BUILDING/STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE 5th EDITION. STRUCTURAL DESIGN PREPARED UNDER THE RESPONSIBLE CHARGE OF WILLIAM F. STUHRKE, PHD, P.E. NOR HAS HE NOT BEEN RETAINED TO PROVIDE, NOR IS HE RESPONSIBLE FOR, FIELD SUPERVISION, INSPECTION, CONSTRUCTION ADMINISTRATION OR THE DESIGN OF ANY NON—STRUCTURAL ITEMS OR SYSTEMS. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS AN FIELD CONDITIONS PRIOR TO COMMENCING WORK. ANY DEVIATIONS OR DISCREPANCIES BETWEEN FIELD CONDITIONS AND THESE DRAWINGS ARE TO BE REPORTED IN WRITING TO WILLIAM F. STUHRKE, PHD, P.E. BEFORE WORK COMMENCES TO ENSURE STRUCTURAL CODE COMPLIANCE. —TYPICAL — GARAGE DOOR ANCHORAGE BLOCK WALL DETAILS -Typ.- (Follow manufacture's installation plans) 1 #5 Vertical Re -Bar from footer to Tie -Beam fill with 3,000 psi concrete 5/8" Stucco or Cementitious Cementitious (Optional) J 2x8 PT Continuous 1/2" Anchor Bolts, 16" On Center or Approved anchoring System 1x3 Trim '-- Over Head Door Door Track Follow Manufacture's Specifications for Attachment DRAWING IS GUIDE ONLY DROP DOWN GABLE END TRUSS OVER ENTRY/PORCH LINTEL BEAM W/ 2x4 OUTLOOKERS BACK TO FIRST TRUSS, CONNECTIONS HI w/ 4-8D GALV. NAILS 2X6 SUB FASCIA SQUARE CUT. ALUMINUM DRIP EDGE, FASCIA AND SOLID SOFFIT: GABLE END ONLY. (2) 2X4'S HORIZONTAL BOARDS AS SHOWN w/(2) LAYERS OF 112" PLYWOOD FLUSH WITH BEDROOM 2 BLOCK WALL. STUCCO FINISH OVER GALV. SELF FURRING WIRE LATH OVER 15# FELT. METAI6 w/ 7-I01) AY NAILS; 24" ALONG BLOCK WALL USE A CONCRETE VIBRATOR AT TIME OF ALL CONCRETE PUMP POURS TO PREVENT VOIDS. TWO ROWS OF 8" CONCRETE LINTEL BLOCKS W/ 1 #5 Re -BAR CONTINUOUS. ADD 1 #5 CORNER RE -BAR BENT 90' 30" EACH COLUMN CENTER ONE WAY; OVER WALL ADD (2) #3 RE -BARS BENT 90' 30" E/W.. ALL OTHER OVERLAPS 25" MINIMUM. FILL w/ 3,000 PSI PUMP MIX CONCRETE. 2X6 PT W/ 5/8" ANCHOR BOLTS EMBEDDED 7" w/ 3" X 1/8" STEEL WASHERS 24" ON CENTER, ALONG GABLE END WALL USE A CONCRETE VIBRATOR AT TIME OF ALL CONCRETE PUMP POURS. OVERHANG 8 BEDROOM 2 WALL BEYOND CEMENTITIOUS SMOOTH FINISH FOR FINAL COAT WITH yY 12" ROUND CONCRETE BLOCKS w/3 #5 RE -BARS. ADD 1 #5 CORNER RE -BAR BENT 90' EACH WAY EACH CORNER. ALL OVERLAPS 25" MINIMUM. FILL w/ 3,000 Psi PUMP MIX CONCRETE. STANDARD 8'x16"xB" w/ 8'x16"x 4" STACKED BLOCK AT BASE OF COLUMNS, FILL SOLID w/3,000 PSI CONCRETE. CEMENTITIOUS OR STUCCO FINISH FOR FINAL COAT WITH SMOOTH (FLOATED) OR LIGHT TEXTURE. EXTERIOR SLIDING GLASS DOOR BUCK BLOCK WALL DETAILS -Typ.- (Follow manufacture's installation plans) 1 #5 Vertical Re -Bar from footer to Tie -Beam Stucco grove, fill w/ caulk fill with 3,000 psi concrete Tapcon into poured cell block 1-1/2" (minimum) 5/8" Stucco or Cementitious # depends on window type and size. / ' 3/4" Ridged Insulation 1x2 or 1x4 PT Furring Drywall '— Aluminum Door Track — 1x— pt, Full width of track (Width depends on Width of Door Track) Attached w/ Panel Adhesive & 1-1/2" concrete nails, 12" o/c Drywall, at return use use finished edge, or J bead 1x4 PT Furring DRAWING IS GUIDE ONLY 2x4 "L" OR "T" VERTICAL BRACE 90% OF WEB @ 3 PLACES 2x4 CROSS BRACING FIRST 4 SPACES @ CENTER WEB OR NOT IF DIFFERENT TRUSS DESIGN — HORIZONTAL 2x4 "RAT RUNS" (3) PLACES w/ 2x4 BLOCKING BELOW EACH HAND FRAME OVER MAIN TRUSSES w/ 2x8 RIDGE 8, 2x6 RAFTERS IF NOT VALLEY TRUSSES. RIDGE 2x4 BLOCKING FIRST 4 SPACES OPTIONAL R-38 INSULATION ALUMINUM RIDGE CAP: VENTED EXTERIOR WINDOW BUCK BLOCK WALL DETAILS -Typ.- (Follow manufacture's installation plans) 1 #5 Vertical Re -Bar Stucco grove, fill w/ caulk from footer to Tie -Beam fill with 3,000 psi concrete Tapcon into poured cell block 1-1/2" (minimum) # depends on window type and size. 5/8" Stucco or Cementitious NEEME 1172 Caulk w/ Adhesive Aluminum Window frame L 3/4" Ridged Insulation 1x4 pt, Full Width of frame 1x2 or 1A PT Furring Attached w/ Panel Adhesive & Drywall 1-1/2" concrete nails, 12" o/c i - FOLLOW SAME NOTES AS TYPICAL WALL SECTION PRE ENGINEERED ROOF TRUSSES 24" ON CENTER ADD GALVANIZED SHIELD AT BLOCK AREAS R-38 MINIMUM INSULATION 315„ L J L 1. SEE OPTIONS FOR CEILING FINISH; SHEET 3 BOXED BEAM AROUND LINTEL BEAM I ANY WOOD TOUCHING CONIC. MUST BE P/T 1' I i 7 BOXED ARCHED l; 1 1 I 1 I #'I I 1 1 I I 1 I I I I 1 1 I 1 I 1 1 I I 1 I I 1 I 1 1 I rn N�6 SEE ARCHED WINDOW DETAIL ON SHEET 7 FOAM ARCHED AREA w/ INSULATION `-i N FOLLOW SAME NOTES AS TYPICAL WALL SECTION 9e 16"x16 N000 PSi MONOLITHIC CONCRETE FOOTER WITH 3 #5 RE -BARS` n �(I ram`(((( .� CONTINUOUS OVER 6 MILL MOISTURE BARRIER ON WELL COMPACTED .�.\/\/\I\\/\/\/1 =... ))) )))) a © SEE FOUNDATION FOR INFO. ON "C" FOOTER SAND FILL TO 2,000 P.S.F. SOIL BEARING CAPACITY @ 95% MODIFIEDv (((( 16" PROCTOR; )> > ) ) )))))))) )))) TREATED FOR TERMITES. ADD #5 DOWEL BARS AS NOTED ON PLANS, 1� 16" Y 4" 3,000 PSI CONCRETE W/ 6" TAPERED PERIMETER SLAB W/ 6X6 #10 WIRE MESH ON 6 MILL TIE BOTTOM OF DOWELS PERPENDICULAR TO CONTINUOUS FOOTER KEEP BARS PLUMB.. VAPOR BARRIER ON WELL COMPACTED SAND FILL TO 2,000 P.S.F.; SOIL BEARING CAPACITY @ /-'� ALL RE -BARS TO HAVE A MINIMUM OF 25" OVERLAP. 95 % MODIFIED PROCTOR TREATED FOR TERMITES. (KEEP WIRE OFF BOTTOM) SUPERPLASTICIZER TYPICAL ALL AREAS CONCRETE MIX OPTIONAL: FIBER MESH IN PLACE OF WIRE MESH, SEE FIBER SECTION; SHEETb GABLE END @ ENTRY & FRONT PORCH SECTION SCALE 3/8" = V-0" Rio. is u SHEET SIZE: 24"x 36" L Sill Drywall, at return use finished edge, or J bead 1x4 PT Furring DRAWING IS GUIDE ONLY BEARING WALL LEDGER EXTERIOR WINDOW BUCK 15'-63" BLOCK WALLS 1 4 BLOCK WALL DETAIL Typ - 16'-S" 29'-5-" USE SIMPSON 121 HETA20 w/ 12-10d USE SIMPSON ALL OTHER TRUSSES USE SIMPSON: 4 USE NAILS; 6-1od IN EACH TRUSS STRAP HANG FRAME 2x4 RAFTERS 10'-1" HIGH HETA16 w/ 9-1od x 1.5 Galy. (Follow manufacture's installation plans) - ' 121 HETA20 w/ 12-10d Galy. NAILS; Trv- MAXIMUM UPLIFT = 2,500 Ws Tvv- _ yP' HALF WAY FROM 1st truss jack &hip truss 6-10d IN EACH TRUSS STRAP: MAXIMUM UPLIFT = 2,500 It's NAILS; MAXIMUM UPLIFT =1,810 WS 12'-1' HIGH �\ Stucco grove, fill w/ caulk �l� O � N M V rt) (O n W d) O N M V u7 0 , #5 Vertical Re -Bar N M '< (fl <' 00 O - _- 7 S`} coIA N M 7 � from fo Tie-B a a a a a a a a a a a a a a a a a a a =a f oter to eam O G ------------------------------------------------------------------------------------------------------- ---- INTERIOR WOOD WALLS _ _ ___________ _ ___ _— _____ __—______ —________— ________—______ —__ _ ____ ____ ___—______ __—___ ___—_ ______ _ _____ __—___ ____ _______ ____ fill with concrete cell block _ _ _ _ psi ete apron into pours: 10'-1"HIGH _ 1-1/2" (minimum) F 1 1 5/8" Stucco or Cementitious 1-1/2" # depends on window type and size. 12'-1' HIGH 0 0 0 0 0 Caulk w/ Adhesive J1i ,* 0 — — -- U -- — -- -- -- — — — — # :J1 i g rn e- o o m Ii O Aluminum Window frame N Notes: a N J3 1 UNLESS NOTED ON FLOOR PLAN Notes Only)USE SIMPSON META16 truss J3 1 7 ) 3/4" Ridged Insulation 1x4 pt, Full width of frame it -b o 1'-10 straps, or see Truss Chart to adjust according to each truss up lift. ,x2 or 1x4 PT Furring Attached w/ Panel Adhesive & 1-1/2" concrete nails, 12" o/c J5 i 18'- 11' II J5 2) Structural design based on truss engineering by SCOSTA; Corp., Job # 91191 Drywall sill Q 41 3) All trusses shall be of the Southern Pine Species. Drywall, at return use BEARIN WALL R @ 0' vLLi finished edge, or J bead 0 0 ❑ e s curer. xFurring o � 4) All truss to truss connections to be engineered and supplied by truss manufacturer. 1 4 PT F ring �!CD 5) Use Cast Crete 8F 24 OB 1 MAT over Block openings unless noted otherwise DRAWING IS GUIDE ONLY �I E-J; ® L-4 -JI L) N on floor plan. 6) Floor Ian overlay is for visual look. Follow Floor plan for dimensions of walls and openings. LL t4-40 N ) This symbol 0 indicates location of a 5/8" vertical steel reinforcement rod, properly tied to footer and properly spliced, which runs BEARIN WALL P -0" N o o _ ________ 15,_1$ ______________________________ 7 continuous to upper horizontal bond / tie beam. The "cells" in which this rod is located shall be poured solid with concrete during the pour -- -- of the bond /tie beam. Always use concrete vibrator at time of all pours. i I, 8) Builder and Sub Contractors of home is responsible for determining the actual rough opening size of all exterior doors and windows. I P 9 p 9 24" HIGH 2x4 (NON -BEARING) KNEE INSIDE BLOCK WALLS, USE SIMPSON SE A[;K These openings shall be sized based on the actual doors and windows which are to be installed in this building and shall allow for the S CK WALL ABOVE 10'-l" MAIN LINTEL META16 w/ (7) 10d x 1.5" Galy. Nails. Q ARA& 1 BEAM TO 12'-1" CEILINGS MAXIMUM UPLIFT = 1,450 #'s g p l� for the 1 /8" maximum gap between window / door frame and the "Buck Strip" ' LL li o FRAMING: ', li These Plans are a guide only, Framing contractor to follow truss plans from Scosta Corp. and follow all current codes r ❑ 0 �, a N �� �! required. Builder / Sub contractor to follow "HIB-91 Summary sheet recommended and supplied by truss company. Builder / ii L) u) Owner to be notified of what materials are being used. Owner may ask for upgrades at owner's expense. LL \ p J O U ____ ___ �. TRUSS CONNECTION SCHEDULE: a ! I I ii ,'-o"---------- `F11� LL i The following is minimum connections for this home, Except as noted on Floor Plan (Notes only) and w SETBACK 4 ¢ 4 MIS 4 ?/� on this sheet (Truss layout Plan). m v O w LL j-------- o I----------------------------- 16' 23„ --i----- ---- -------- - , "9 I w I� J ------------- — - I �, )Typical Masonry i } se RIDGE LIN �'1 w 0 0 5 W a) Single Ply Trusses use Simpson HETA16 w/ (7) 10d x 1-1/2" Galy. Nails. Maximum uplift = 1,455 #'s. LU it a m ' `�=______= w ❑ W LL b) Multi Ply Trusses use Simpson HETA20 w/ (8) 16d Galy. Nails. Maximum uplift = 1,810 #'s. tun U N Ln I� ❑ <= Q !' 2) Typical Wood Frame walls: - w - T -�' D' 42" m e o ;� a) Single Ply Trusses use Simpson MTS16 w/ (14) 10d x 1-1/2" Glay. Nails. Maximum uplift = 990 #'s. --- `� \ e b) Multi Ply Trusses use Simpson MTS16 w/ (14) 10d x 1-1/2" Glay. Nails. Maximum uplift = 990 #'s. I o M / ° �I �[� �•� o I� 3) Special Masonry: '1 a _ t Al ply), ( ply), 2 ( ply) use Simpson MGT w/ 5 /8 A B & 2 10d Galv. Nails Maximum uplift - 65 #'s. I \ a) A (2 I ), C2 2 I A 5 2 I u2, u I' - 3,9 w ❑ 4) Special Wood Frame Walls: i, ! ;' 4 a� �� o a) At A25 (2 ply), use Simpson (2) MTS20 w/ (14) 10d Nails, (7) 10d in each strap. Maximum uplift = 1,960 #'s. w I ' J p N� �' G O O �" ❑ ❑ ❑❑ it •� z G2** 2 LY BEARI WALL Y/S, VV� 1 w S- � � / � / "ttl ❑ \" /r, ❑ " O.D. I 16" ¢i V3 yV J3 17"O.D. w l� U= 1 2 PLY O P O F F \Idd 1 a DUCy' 3\/ ❑ 'i J5 121 META w/ 7 18d Galv NAILS IN EACH STRAP IF,A(H END) R - 7249# BEARING WALL • I .=1m D4 2 PLY B J / G 1,, META w/ 7-10d z I-1/2" Oaly. NAILS EACH END) U = 3731# TOP @ +2'-0" 15 O ,i D4 11 Y , --- a R = 1395# ----- ------------------------ ;l U=712# ;4 J5I N D3 1A 32 t -- -- ---- ------ 21'-4$" ---- - ------------------------------ 'I = m ❑ i I No a �^a b 10 0 3 �yi oo r` m 9 I' J3 �a Ud D2 J am m m 8f m �3 F J I' i N ____ __ - O I rn ¢ II DROP GABLE 2x4 SETBACK ° OFF LINTEL BEAM; / it N' - -- / a OLIE ow you a� N J � I / , J1 LL OUTLOOKERS BY OTTERS D2 rn , J1 m VS / T O N SETBACK El I F • JI ElEl©©© LL ---- ----- --- ' I� l, II D1 ll H1 \� I, l,_ l II --- — --- -- — ------ LL II I ' _�� � it - ------------------------------- - - - �o co u� EJ7 L- _-___ __ _ - - -_ ___ —__ __ co LO I EJlA_ 7,-0., +-- ---- II G� 16'-8" HAND FRAME 2x4 OUTLOOKERS 16" 0/ G� 8'-4" SETBACK h CONNECTION TO I JS II i� ml t CONNECTION AT DROPPED TRUSS: Hi w/4-8d ' w ; J *C1 & *C2 AT RIGHT: SIDE OF BLOCK WALL USE: SI PSON---------------- CIVIL BY BUILDER M Imo'' O IN TRUSS & 6-10d xl.5" IN OUTLOOKERS. o LGUM210-2-SDS w/ e- U 8-3/8"Dia. x4" TITEN HD ANCHORS & 8-1/4"Dia. x 3 **G1 & **G2 SIMPSON MTS16 w/ 04) 10d Galy. NAILS. a cc CONNECTIONTO m h 2-1/2" SIDS SCREWS. 16'-11-" v) CMU BY BUILDER BOTH ENDS. EXCEPT AT 11 USE ONLY 3 ch NOTE: AT Cl-C1* ADD 12" 2x6 FILLER AT BRACKET ONE OVER BEARING WALL. my o� ,� J 5 EACH BEARING AREA USE 3 STUDS (G&N) O o Custom Home for: 32'-118" TOGETHER II n n n n *C2 AT LEFT: ON BLOCK WALL USE: SIMPSON VGT ; J1 Feliciano Es uivel Jurado w/1161 1/4' x 3" SOS & 5/8" x 10" ATR DRILLED & I J q zK EPDXIED w/ SET-XP ANCHORING ADHESIVE. HAND FRAME NOTE: DUE TO 17" OUTER DIAMETER ❑I + I❑ Mailing Address: 3215 Hibiscus AVE DUCT WORK AREA ABOVE H/A NEEDS ROOF FRAMING ;� Tort Pierce, FL 34947 WITH CRICKET AREA, HAVE MECHANICAL COMPANY l; INDEX PROPOSED TRUSS LAYOUT SCALE 1/4"=1'-0" INSTALL DUCT THEN INSTALL CEILING FRAMING. ;' — — — — SHEET 1 COVER SHEET w/ Site Plan; Design data; Lob site: L] —`- -" -----M--LO--------- co --N- Partial general notes; County Location, TBD Sec/Town/Range: 10/35S/39E w/ HAND FRAME RAFTERS & SUBFASCIA / G co co m Inm C'I�O SHEET 2 Floor Plam, Dimensions Only; Wind Pressures; Map ID: 23/10N NOTE: IF UPLIFT #'s ARE HIGHER THEN CONNECTIONS NOTED 22'-0" Bearing wall ledger window &Door Schedule Use Type: 9900 j 5HEET 3 Floor Plan, Notes Only; Flashing Details; Zoning: AG-1 CountJuriscliction: SEE SIMPSON CATALOG FOR STRONGER CONNECTIONS. or EQUAL MFG. /- Bearing wall ledger Saint Lucie County 72,-Orr SHEET 4 Front & Left Side Elevations; Hardware note. Ceiling Notes. Parcel ID: 2310-601-0003-0004 ALL OTHER TRUSSES USE SIMPSON:� SHEET 5 Rear & Right Side Elevations; Plumbing Riser. Legal Description HETA16 w/ 9-10d x 1.5 GaIv. SHEET 6 Foundation Plan. JONES ESTATES (PB 42-14) LOT 3 (1.742 AC) NAILS; MAXIMUM UPLIFT=1,810It's SHEET 7 Typical wall Section.; Details & Notes Survey # 19-547 THIS BUILDING/STRUCTURE HAS BEEN DESIGNED IN ACCORDANCE WITH THE 2017 FLORIDA BUILDING CODE 5th EDITION. STRUCTURAL DESIGN PREPARED UNDER THE RESPONSIBLE CHARGE OF WILLIAM F. STUHRKE, PHD, P.E. NOR HAS HE NOT BEEN RETAINED TO PROVIDE, NOR IS HE RESPONSIBLE FOR, FIELD SUPERVISION, INSPECTION, CONSTRUCTION ADMINISTRATION OR THE DESIGN OF ANY NON-STRUCTURAL ITEMS OR SYSTEMS. IT IS THE RESPONSIBILITY OF THE OWNER/CONTRACTOR TO VERIFY ALL DIMENSIONS AN FIELD CONDITIONS PRIOR TO COMMENCING WORK. ANY DEVIATIONS OR DISCREPANCIES BETWEEN FIELD CONDITIONS AND THESE DRAWINGS ARE TO BE REPORTED IN WRITING TO WILLIAM F. STUHRKE, PHD, P.E. BEFORE WORK COMMENCES TO ENSURE STRUCTURAL CODE COMPLIANCE. -TYPICAL - SHEET SIZE: 24"x 36"