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HomeMy WebLinkAboutBuilding PlansPlanning & Development Services Department Building &CocleRegulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 -(77Z) 462-155.3 Certification for Design Load Compliance Project Name: MELISSA2 Project Address: TBD .Permitt: Occupancy Type: R Construction Type: N' INSTRUCTIONS FOR USE: • This certification mustbe completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permitapplications involving the following: o New Residences (single or multi -family) oResidentialAddition o Any accessory structure requiring a building permit .Any non-residential structure. * Note: Form not required for interior renovations provided that no exterior structural elements are affected and certain minor building permits at the discretion of the local building official. Contact the $1 above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 20207th Edition with 20 _Supplements using ASCE 7-16 2. Structure Designed as (check one): - X Enclosed _ Partially Enclosed Open 3. Risk Category: I X 11 III IV Exposure Category: X B_ C_ D 4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: S ft S. Mean Roof Height: 15 ft Roof Pitch: 6 :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 16.0 Zone 2: 16.0 16.0 Zone 4: 27.6 Zone 5: 27.6 26.9 Zone 1: _25.3 _44.0 Zone 3: -65.1 -30.0 _37.0 Garage: _35.6 7. Design Loads: Floor:. N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony:_ N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? _X_Yes _Not Applicable Explain Why Not 9. Is A Continuous Load Path Provided? X Yes _Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie County. I alsocertify thatstructural elements depicted on these plans provide adequate resistance to the design forces specified: ON PLAN 5/20/21 Signature, Date, and Seal SLCCUV Form r UZu-12 Nev,s d 3p.5/12 Ij51 Paul Welch P.E. 29945 / 5115 Print Name Cert N & Co. Cert Auth. Paul Welch Inc. 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address Building Department Product Approval Submittal Affidavit Permit# I Building Address: ON PLANS Contractor: ON PLANS pen ng c e u e : wing doors, Overhead Doors, ng Doors, Fixed Wass, Windows & Skylights Opening liD FL # or NOA # Product Model # • Manufacturer i Glass Attachment Method Type, Size, Spacing &Building Product Description Embedment (DISTANCE FROM CORNER / Design Design DISTANCE O.C.) Pressure Pressure 1, 2, 3, & 4 FL# S.H. WINDOW 185 5H MI WONOW5 & IMPACT . 1/4" X 11/4" MIN EM9D.TAPCONS @ 2t'/16" O.C. SEE ELEV. +/-55 1,7499.1 DOORS 5 FL# 2046$.5 S.C. DOOR SMOOTNSTAR THERMA TRU /w -. t` 1/4"X 11/2" MIN. EMBED TAPCONS @ 6"/14" SEE ELEV. +/- 50 W/SIDELITE O(.C. MAX 6 e /� r7 t �t I l Lf ! d,. IO 1 a T ,. ", i., q�, q, ok 6. V4.I 0 ®t ( ;a V IV) 11.4 "y I ,/'^f " r.A i tey . '"i°c)i,& l of t (f I IMPACT I k+4 G�"/ 1 f " , SEE ELEV. 7 FLY16546.5 OHD #73 CLOPAY BLDG N/A 1/4"X 11/2" MIN. EMBED TAPCONS @ 3"FROM PRODUCTS ENDS AND 71/2" O.C. MAXO.C. MAX. SEE ELEV. +36-42 Attachment Method: Bldg, Product PRODUCT MODEL # MANUFACTUER Type, Size, Spacing, Embedment, Stiffner, Etc. Design Design Pressure Pressure MULLIONS NOA I#20-0814.10 LAWSON.INDUSTRIES INC. 2t1 X 2"X 1/8" ALUM. ANGLE TO MULL W/ (2)#14 SEE ELEV. ' +/- 68 Vertical Mullions $MS 5/16" TAPCON 13/4" EMBED IN T U LU .:, (6)11/4" E.G. ROOFING NAILS PER SHU NGE ROOF FL# 183S5.1 TAMKO BLDG, FRODDLICTS HERITAGE (MEETS REQUIREIVITS OF PRODUCT APPROVAL) UNDERLAYMENT . FL# 2569.1 PEEL N STICK SOPREMA INK � N/A SELF ADHERE TO WOOD DECK -90.3 -150 Hurricane Panels I have reviewed the above product approval Information and approve it. Name: Paul Welch P,E. Certification Number: 29945 LiNML SCHEDULE LUML LENGTRITYPE SAM+ APPLIED SAFE APPLIED COMPOSI'i'E ND, GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD 111 17'4' 208" PRESTRESSED 1326 200 520 100 SF20113-1T L2 5'-10" 70" RECESSED 4242 908 1900 312 8RF13 1B-IT L-3 5'-10" 70" U-LU LS 2622 N/A 1492 N/A 8F121B-IT L4 4'-6" 54" U-LRMLS 6133 1050 2724 942 8F161B-IT L5 4'4"' 52" RECESSED 5206 200 2365 100 BRFI3 ID -IT L-6 7'-6" 90" ULUMLS 2661 1630 1634 1300 SF16 IB-IT L7 2'-10" 34" tT-LINTELS 3480 200 1880 100 BF16 1B-IT L-8 5'-10" 70"U-LINTELS 4360 423 2093 375 8F16IB-1T L9 9'4' 112" ULUInMS 1843 200 100 8F16 18-1T p.,Vol2 t1l33 NOTE: WASH LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTM PROVIDE "CASTCR ETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS. I ea, C HOT 131E FoI -!,III I II i I 11 I II I II 11?U5� 5 CANI1LEVEF\ t II - I 11 I II E6r? 55 " • all X 161, CONC, COLUMN - - - W/ # 5 6A1?5 COVEF\En POACH • VEF\1". L6 � I I • L-4 0 L 10 © PINING F\M, I N1AStEF\ I _ 11 1 1 II GFPFOOM 1 II II • • • • + • • • EGI'.E55 ILL II 12' II O `` II GEnp00M #4 - I I 9141 NON-GEAFING- 411 FFAME WALL - LIVING DOOM I _ C AN66 I W.I,C - W,I .0 F 11 3�.11 WFF-WALL I// I I I G I_ Pr -tow- -�s -N OO F\rr _ 111G 0 W/ 'L z r< - rrrcl IEN c:IF -w,i� II I MA51FF\ W/ C F\ANIFY LIN, I GA1 FOOM r� s. _ PAM pM. HALL �FI� ( 11v � 13 U=1'^11 W,LC I CLS\(:D) Fd I 1- I -- I '- I I KNEE ( ?, I I .II - O LA LINEN IHPF\Y 51ACE / �Iv GELOW / 1 FOYEF / _ v - i 51'iF\ 13Er7p00M # 2 W/ C MAIN EGF\r55 - #5 \1D NON GF\6 GEnp00M IN5LILAI E A/ C O5 WALL W/ PI -II _ A-111 - L2 II W}i . . . . I I I 1 • • • • fi-----� II • V 22 �II X 54 2II c L 4 7 • E6FT55 L A111C ACCr55 J e • • • • • I - L-4 0 �NikY - I 6Ap�AGr • • • • • • • f I II I II I 1- 11 I--------------- -I GIFIrry GY I'M55 CO, - - - - - - - COL@9'-4" 8 CMU WALL c 1YF\> I i I • I # 5 F\EGAF\ yr-,rr, IN (�000 F51) CONC. rII.Lrp CLL5 • _ - - - - - - - - - - - - - - - - - - II II L-I II II 1, II 1, 11 _ II 1, II 11 16'-01,1�1-4 II II 1 II 1 11 1�J1 loll 1I s TOOF FLAN 11V 5C&F 1'' . I 1 ,oI I A/C CU 56" X 561, CONCFLT1 LANPING N PA�..iL. vvEt-CH INC. MECI-I-ELECT-CIVIL ENG, 1984 GILTPlORE ST. #-114 PORT SAiNT LUCIE, FL 34984 PAUL WELCH P.E. FLA REG N0.29945 AUG 10 2021 NOTES: 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER.. , SCALED DIMENSIONS. 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2020, FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION, AND THE NEC (NFf'A 70) 2017 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. 6) ALL ADDITIONS, REPAIRS, AND ALTERATIONS MUST COMPLY WITH THE F.B.C. 2020 FOR EXISTING BUILDINGS. DOOR/WINDOW SCHEDULE 1 (37 3" W X 63" H) (DBL) SH25 WINDOW 2 (37 4" W X 63" II) SII25 WINDOW 3 (37„ W X 38 g" H) SH23 WINDOW 4 (271" W X 26" H) SH1A2 WINDOW 5 3080 S.C. DOOR W/ (1) 12" SIDELITE 6 S°8" SLIDE CLASS DOOR 7 1608' OVERHEAD GARAGE DOOM A 2$8' SOLID CORE 20 MIN FIRE RATED DOOR B 2'8® H.C. INTERIOR DOOR C 2080 H.C. INTERIOR DOOR D 2'80 INTERIOR DOOR E 6"80 BI-FOLD DOOR F 2080 H.C. SWING DOOR G 3480 CASED OPENING H 3®8( CASED OPENING J 268° H.C. INTERIOR DOOR (SWING) I RECENED R�GEIU€D St. Luole d0l4l f 8t,R_W my 2 Permitting TABULATIONS LIVING: 2,148 SQFT COV. PORCH: 212 SQFT ENTRY: 139 SQFT GARAGE: 512 SQFT TOTAL: 3,011 SQFT PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BIL TM,0RE ST- SUITE #I14- PORT ST. LUCIE, FI,34984 • r � 'a.z;.rs •..rash-:aa:+'�a;•c�.�haarrr. I\U\i\ �LV \T 11 I V 2" X 4" DIAGONAL BRACING AT RIDGE WITH (3) 16d NAILS EACH END (TYPICAL) CEILING F'ER PLAN TRUSS BY TRU. S COMPANYZ BOSTON HIP0EET IL NO SCALE _ 4)% 1 2021 ROOFING / UNDERLAYMENT /SHEATHING PER TYPICAL WALL SECTION 2" X 4" LADDER FRAMING AT 12" INCHES O.C. SOFFIT PER PLAN ALUMINUM DRIP EDGE OVER 1" X 2" P.T. 2" X 6' PRE -PRIMED SPRUCE FASCIA TRUSS BY TRUSS COMPANY STUCCO / WIRELATH / VAPOR BARRIER / SHEATHING PER STRUCTURAL NOTE # 13, SHEET Al00 METAL FLASHING ROOFING / UNDERLAYMENT /SHEATHING PER TYPICAL WALL SECTION 5CAILF ' 1 ° _0" 10' -81' fop or 61pnff, Y � 9 ° -41, T.O.13, rop or col. 8°-011 poor WCH 12 61 / I1 ELEVATION PLAN ROOF SHEATHING NAPLING ZONE (TYPICAL GENERIC ROOF PLAN) A = 4 FEET ROOF SHEATHING ATUACHIMENT REQUIREMENTS ZONE 1: NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD ZONE 2E & 2R: NAILS AT 4" O.C. PERIMETER AND 4" O.C. FIELD ZONE 3: NAILS AT 4" O.C. PERIMETER AND 4" O.C. FIELD NOTE: ROOF SHEATHING SHALL BE 19/32" CDX PLYWOOD SHEATHING FASTENED TO ROOF FRAMING WITH 8D RINGSHANK NAILS (PER FBCR 803.2.3.1) SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE FGK���v�rio� NOTE: TRUSS TO WALL OR BEAM PER TRUSS CONNECTOR SCHEDULE FpOW ���VA1'ION TYPICAL HIP/ DING JOCK CONNECTION CORNERSET GENERAL SPECIFICATIONS Il XX LOAD: 55 psf Roof Load, 175 mph, ASCE 7-10, Exp. Q, C tip i0 60' dean Roof Height and Exposure D up to 30' Me -an Roof' Height. Attach King Jack w/ (3) 16d s, Toe Nails @ TC 8: BC Attach End J ck's ` f/ (4) 16d 'Toe Nails a@ TIC (3) 16d Toe KI ails @ BC Xo L— Attach Cornei JacWs ' X, W/ (2) 16d To Nails C 0 @ TC & BC (Typical) CD 0 G� CALCULATE ATTIC VENTILATION CEILING = 3011 SQ. FT. 3011 /150 = 20.1 REQUIRED VENTILATION 236 L.F. OF 6 " X 18 " VENTS @ 48 " O.C. = 44.25 SF / 2 = 22.1 SF AVAILABLE FOR CROSS VENTILATION 22.1 SQ. FT. > 20 SQ. FT. VENTILATION O.K. PROVIDE 6" X 18" SOFFIT VENTS @ 48" O.C. 5cu l l . I, -oil PA'UE ,NEt CH INC. MECH-ELECT-CIVIL ENo. 1984 BILTMORE ST. #114 PORT SAINT LUCIE, FL 34984 PAUL WELCH P.E. FLA REG NO.2994 a LLQ2 OR (TT.) PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE #114FIL PORT ST. LUCIE, FL 34984 t_L_ c>1 LU ILL V) �--� zI L Lr ) r- t —'I TRUSS COINNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSSACTUAL CONNECTOR CONNECTOR FASTENERS NOTES UPLIFT ID UPLIFTDESIGN B4 1ST 1749 (1)-HETA 20 1810 (8)-16d 2ND 1797 HANGER BY TRUSS CO CS 15T 2250 (1)-DETAL20 2480 (18)-10d;X 11/2" 1 D1 1ST 3215 (1) VGT 4940 (16)1/4" X 3" SDS & (1) 5/8" A. B. 0 2ND 4672 (1) VGT 4940 (16)1/4" X 3" SDS & (1) 5/8" A.B. O j FG1, FG2 AND FG3 EACH 834 (1)-HETA 20 1810 (8)-16d @EA COLUMN TO GIRDER JACKS 1ST <500 HETA20 1810 (9)-1Od x 11/2" VERIFY 2ND <500 NAILED PERTC VALLEYS CONT. 100 # PLF ( )- MTS 16 1000 (14)-10d X 11/2' 1 T 1 STRAP ATEACH END AND AT24" O.C. ALL OTHERS AT CBS BEARING LESS THAN 1800# EACH <1800# (1)-HETA 20 1810 (9)-10d X 11/2" AT CBS BEARING ALL OTHERS AT FRAME BEARING LESS THAN 10,00# EACH <1000# (1)-MTS16 1000 (14J40d X 11/2" AT FRAME BEARING TRUSS COMPANY BUILDERS FIRST LAYOUT DATE TBD CUT-SHEETDATE TBD SOURCE NOTE: ALL STRAPPING TO BE SI MPSON STRONG -TIE AS SPECIFIED. NOTES: (17 VALLEYTRUSSES MAYBE ATTACHED WITH SIMPSON VTCR W/(4)-#9 SO X 2 1/2"TO SUPPORTING TRUSSAND (3)-#9 SOX 11/2'. TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. 2 USE51MPSONEPDXYSTRONGTIESYSTEMWITHI2"MIN. EMBEDMENT FOR ANCHORBOLTS(A.B.). TRUSS NOTES i) ALL ROOF TRUSSES TO BE DESIGNED BYTRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTOR TO VERIFYALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BYTRUSS COMPANY. 5) SEETRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS. Hatch Legend NOTE FOR Mj.3$FF) TRUSS CONNECTORS AT :13LOCK WALLS WITH 1 i75 # UPLIFT OI!2 -LESS, VROVI/IE "SIMPaUN" HTSM WITH (4) 4`' ,X- i -3/4" TITEN t AND N 0' A Oct. ..,.-FOR MISSED TRUSS CONNECTORS FOMTRUISSES WITH `1175 # UPLIFT (DR -MOPE, CONSULT ENGINEER FOR A15)r)')ITIQNALTRIj,SS CONNECTOR OPTIONS Ln a �� wM t I PA(i� WELCH M. MECH-ELECT-CIVIL ENG. 1984 BILTMORE ST. #114 FORT 5A1 L LUC H' 1 L 34984 F��'�U L, WELCH INC, •, I'AUWELCH 1�:E. FLA REG NO2 945 t (I EL�CT.r�1C:J�L J.�r' 198`4 S.W. E31L.TIAOR ST. S t POR'z' SA1.N r I UC1E, FL. 14984 �-•'1 1 OF PHONE E rrl Aff, AUG 1 0 2OZ1 (772) 785.9888- PlArELCHIN.C����ol:con7 �f P.t~;:.F"L_ REG. 1��0. 29±?;�.�; l.,, . MAS.ONRY WALL, SEE PLAN 5 VEBAR & AS SHOWN ON PLANS Ile J • ;I• . -.� 1 ``�-J1 PVC. PLUMBING NOTES: 1) ALL WORK SHALL BBE SCHEDULDE 40 THE FBC 2�ZC�PLUMBING 2) pWV PIPING SHALL 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, OR PEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPIING WITH AGERI THANaH NOMINAL DIAMETER, P P NG FROM BE APPLIED TO PIPING LAR WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, AND RETURN PIPING NN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION. FDD 0o1AlEL VOo F)- IREIPAIV NOTES INSTRUCTIONS PLACE. USE IN THE EVENT STEEL HAS �3EEN INAn-VERTENTL`r OMITTED FROM nO1NN POUR LOCC'ATIoONS, �1PILL 6" INTO CONCRETE (NO CLOSEP THAN 3-3/4" FROM EI5`CES ANr)j 5" FROM ENr)-IS U T PERMFC'.'S OF CAP 1AtALLSS). REMOVE �� S 1 � IN T1fJOO PART EIGOXI( TO ANCHOR#5 I�E�?A �JSE EITHEIR HILTI C-'��i® 001� SIMIP50oN EXI�OT��' TIE. F OUNbA1'I0N pLAN 0 1 nll 1 I %31>A11 mylu AUG 1 2021 CURB FINAL GRADE 12" MIN. EMBEDMEry i� BELOW EXISTING GRADE ' (2) #5 CONTINUOUS REBAR INTERIOR 4 CONC. THICK ) POURED {2504P51MIN-) 6X6-W1.4011.4 WWM DOUBLE VATHIN 3 FT. FROM OO TI ERMENG TS ) CURB SECTION SCALE: 318" 2x4 FRAMED NON -BEARING VIALL SEE TYP. DETAIL FOR CONNECTION TO FOUNDATION 2- (MIN.) P.T. SOLE PLATE z > THICK ) POURED CONC ETE(2500PSII MIIN.) F.F. may; n -- -- 6X6-•W1.4xWt.4 MNIA 0 1'-0" (OR FIBERMESH) (2) #5 BARS CONTINUOUS STEP NON-8 1NG SCALE: 318" =1 FOUNDATION SCHEDULE To BARRIER F-1 161, D Y 16" W (2500 PSI) CONCRETE CONTINUOUS OLITHIC FOOTING WITH (2) #5 BAR F-2 12" WIDE X 12" DEEP (2500 PSI) COOMONOLITHIC STEP FOOTING WITH (2) 95 BARS CONTINUOUS F-3 8" X 8" (2500 PSI) CONCRETE MONOLITHIC FOOTING NV/ (1) 45 BARS CONTINUOUS S_1 4" THK (2500 PSI) CONCRETE SLAB NVITII FIBERI\'iESH OR,G'AN" ON CLEAN Cg EIlOCALLI' TREATED SOIL uj F=AUI-WEl.Cf-f INC. MEC;H-ELECT-CIVIL Eh1G. 1984 BIf_I'naoRr sT. #114 P4LIL `ENELCi-1 1-•L, 01) HEET NUMBER P,A.UL WELCH INC. T MECI-IANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. I3ILTMORE ST. SUITE #114 PC?RT ST. '�1CIE, FL 34984Aft &ft WALL FINISH / INSULATION NOTES 1) INJ'ER1OR TO BE ?" DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. ?" THICK WITH (13 GAGE, 1 8" LONG, 64" HEAD; 0.098" DIAMETER, 1 4" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 15" LONG, La" HEAD; OR GYPSUM BOARD NAIL, 0.086"DIAMETER, 15" LONG, 32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 13259 C 11789 OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 79, C 475, C 514, C 630, C 931, C 960, C 10029 C 10479 C 1177, C 11789 C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2020 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACED TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMES OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH R402.4.1.2. 5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CTM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 6) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R40I.3. STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 11" SUSPENDED SLABS: I "' 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETER EXCEPT AS NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 8) SPLITTING OR CRACKING OR STRUCTURAL COMPONENTS DUE TO INSTALLATION OF HARDWARE IS NOT PERMITTED. 9) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS AND STANDARD PRACTICES. 10) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RIN G- SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. 11) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 12) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS SHALL HAVE 8' BEARING. 13) PROVIDE #5 CORNER BARS W/ 30" MIN. LAP SPLICES FOR BONI) BEAM. 14) STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO OVER WIRELATH W/ 11 GA. 2" NAILS W/ g ' O HEAD @ 6" O.C. OVER 8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERS OF 154 FELT OVER EACH FRAMING MEMBER). R606.2.1 CONCRETE MASONRY UNITS CONCRETE MASONRY UNITS SHALL CONFORM TO THE FOLLOWING STANDARDS: ASTM C55 FOR CONCRETE BRICK; ASTM C73 FOR CALCIUM SILICATE FACE BRICK; ASTM C90 FOR LOAD -BEARING CONCRETE MASONRY UNITS; ASTM C744 FOR PREFACED CONCRETE AND CALCIUM SILICATE MASONRY UNITS; OR ASTM C1634 FOR CONCRETE FACING BRICK. R606.2.7 MORTAR EXCEPT FOR MORTARS LISTED IN SECTIONS R606.2.8, R606.2.9 AND R606.2.10, MORTAR FOR USE IN MASONRY CONSTRUCTION SHALL MEET THE PROPORTION SPECIFICATIONS OF TABLE R606.2.7 OR OR THE PROPERTY SPECIFICATIONS OF ASTM C270. THE TYPE OF MORTAR SHALL BE IN ACCORDANCE WITH SECTIONS R606.2,7.1,R606.2.7.2AND R606.2.7.3 R606.2,11 GROUT GROUT SHALL CONSIST OF CEMENTITIOUS MATERIAL AND AGGREGATE IN ACCORDANCE WITH ASTM C476 OR THE PROPORTION SPECIFICATIONS OF TABLE R606.2,11. TYPE M OR TYPE S 1AORTAR TO WHICH SUFFICIENT WATER HAS BEEN ADDED TO PRODUCE POURING CONSISTENCY ,,: -HALL PERMITTED TO BE USED AS GROUT. -rI 1rrn ;nr- r1-' Or -I All PROVIDE 6" X 18" SOFFIT VENTS @ 48" STUCCO OVER WIRELATH W/ 11 GA 2" NAILS W/ 2" 0 HEAD @ 6" O.C. OVER 8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERS) OF 15# FELT OVER WD FRAMING MEMBER (TRUSS TAILS). r Ofl'OM Coen or T1IU55 Z" PrywALI, C WALL5 ANP CW 2X4WigTOFprATr-OF I 2" x 3 �" MrrAL pUNNrp 2 X 4 WOOP 5TUP5 @ 2411 O.C, or, 12 x MFrAI. 5T UP5@2q O,C. 2" w �qYV� � �I, [OT� 51ar5 C 5rr WALL rIN151 " X I" w3p rC' 5 Nofr-5 FOP WA115 APJACrNT rO SHOMr, @ 2q" O,C, Vrl'.C, ANC 1�Ir�) @ TO C135 WALL5 2 x 4 F,i , WOOP 00fr. FLAT or, i 2" x 3 8" Mrrm. FUNNFF, W/ rlTCON5 @ 2�" O.C. CONCI;r1r rL00t? TYFCAL NTU\ OF NON-�FW , WALL PLf L 1" DRYWALL (CEILING) (1 ROW) 8"X8" CONTINUOUS CONCRETE BEAM BLOCK W/(1) - #5 BAR IN (3000 PSI) CONC. FILLED EACH CELL 8" PRECAS LINTEL W/(1) - #5 BAR IN (3000 PSI) CONCRETE FILLED CELL AT ALL DOOR OPENINGS AND WINDOW OPENINGS (SEE LINTEL SCH. FOR MORE INFORMATION) ROUGH BLOCK CONC. CURB STUCCO CEILING PER STRUCT. NOTE# 14 SIMPSON CONN PER SCHEDULE 1WICAL COLUMN 5LCTION (LNfPY) fTICAL WALL 5LCfION C WAFAWL SHINGLES OVER PEEL N STICK UNDERLAYMENT PER FBCR 905.1.1.3 OVER 19/32" CDX PLYWOOD SHEATHING WITH 8D RING -SHANK PER ROOF NAILING DETAIL PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX SPACING) "SIMPSON" STRAP PER TRUSS CONNECTOR SCH. METAL FLASHING (DRIP EDGE) 1 X 6 CEDAR FASCIA OVER 2 X 4 WOOD SUB -FASCIA STUCCO SOFFIT PER DETAIL #5 REBAR W/ 90 DEGREE HOOK 8"X8"X16" CONCRETE BLOCK (MASONRY) #5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL (SEE PLAN FOR LOCATIONS) STUCCO FINISH #5 REBAR W/30" MIN. LAP SPLICE FINISH GRADE (2500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS N rs.. SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION PRE-ENGINEERED VYOOD TRUSSES @ 24" O.C. (MAX SPACING) SIMPSON MTS 16 PER CONNECTOR SCH., GIRDER BY TRUSS CO. #5 REBAR W/ 90 DEGREE HOOK 8" X 16" CMU COLUMN WITH (2) - #5 BARS VERT. FILLED WITH (3000 PSI) CONCRETE, CORNER COLUMNS ARE 8" X 8" X 16" CMU COLUMN WITH (3) - #5 BARS VERT. FILLED WITH (3000 PSI) CONCRI-TE STUCCO CEILING PER STRUCT. NOTE# 14 (1 ROW) 8"X8" CONTINUOUS CONCRETE BEAM BLOCK W/(1) - #5 BAR IN (3000 PSI) CONC. FILLED EACH CELL STUCCO FINISH 8" PRECAS LINTEL W/(1) -#5 BAR IN (3000 PSI) CONCRETE FILLED CELL (SEE LINTEL FOR MORE INFORMATION) #5 REBAR W/30" MIN. LAP SPLICE FINISH GRADE (2500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS R-19 INSULATION 2" DRYWA' (CEILING) (1 ROW) 8"X8" CONTINUOUS CONCRETE BEAM BLOCKW/(1) - #5 BAR IN (3000 PSI) CONC. FILLED EACH CELL 8" PRECAS LINTEL W/(1) - #5 BAR IN (3000 PSI) CONCRETE FILLED CELL AT ALL DOOR OPENINGS ANC WINDOW OPENINGS (`.:SEE LINTEL SCH, FOR MC INFe,.)RMATION) 2" DR`(WALL (WALL) 1X2 FIRRING (3c OR 24" O.C. F1 FC 111,4SULATION AUG 1 0 2021 fYFICAL COLUMN TCTION (COU, POFCH) IWICK, WALL 5LCT" ON PA14IIVVE cFIINC. MECH-ELECT-(3IVIL ENG. 1984 BILTMORE ST. #114 PORF SAINT LUCIE, FL 84984 PAUL WELCH P.E. FLA R E G I\0.2L`945 SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX SPACING) "SIMPSON" STRAP PER TRUSS CONNECTOR SCH. #5 REBAR W/ 90 DEGREE HOOK 8" X 16" CMU COLUMN WITH (2) - #5 BARS VERT. FILLED WITH (3000 PSI) CONCRETE, CORNER COLUMNS ARE 8" X 8" X 16" CMU COLUMN WITH (3) - #5 BARS VERT. FILLED WITH (3000 PSI) CONCRETE STUCCO FINISH #5 REBAR W/30" MIN. LAP SPLICE FINISH GRADE (2500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS SHINGLES OVER PEEL N STICK UNDERLAYMENT PER FBCR 905.1.1.3 OVER 19/32" CDX PLYWOOD SHEATHING WITH 8D RING -SHANK PER ROOF NAILING DETAIL PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX SPACING) "SIMPSON" STRAP PER TRUSS CONNECTOR SCH. METAL FLASHING (DRIP EDGE) 1 X 6 CEDAR FASCIA OVER 2 X 4 WOOD SUB -FASCIA STUCCO SOFFIT PER DETAIL #5 REBAR W/ 90 DEGREE HOOK 8"X8"X16" CONCRETE BLOCK (MASONRY) #5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL (SEE PLAN FOR LOCATIONS) STUCCO FINISH #5 REBAR W/30" MIN. LAP SPLICE FINISH GRADE (2500 PSI) CONC. FOUNDATION SEE PLAN FOR SIZES AND SPECIFICATIONS PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. RILTMORE ST. SUITE #1 I4 PORT ST. I,tJCIB, FL 34984 E q d' LL. N Q $ F_� u 9 z Q u Cn Wj CMU W (SEE W) CORRO! PER � APPLY PE BETWEE (SEE'A FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS. SEE WATER PROOFING NOTE # 6 ANCHOR 1" X 4" P.T. (MIN.) BUCK WITH SEALANT PER WATERPROOFING NOTE # 4, AND ANCHORED TO MASONRY WITH 1-1/2" CASE HARDENED COIL NAILS AT 12" O.C. MAX. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. )NINDOV HEADER AND JAMS TYPICAL P3UCK DETAIL NO SCALE NOTE TAPCONS TO 13E INSTALLED THRU 13UCK INTO k1ASONRY w/ MIN. 1-1/4" Ek1/3EY7MENT ,PER F,RODUCT APPPROVAL ,PER F13C 1715.5.4.3 /SUCKS MUST COVER ENTIRE DEPTH OF JAkf/3S. 1 /8tt 4-1 /2" 3" 3/4 t' • o 3/8tt NOTE: PRECAST CONCRETE WIND RESISTANT FLUSH SILL Au MANUFACTURED BY CAST-CRETE (OR EQUAL) IPIRECAST C oONCIRETE DETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 2 FILLED CELL AT JAM►i BLOCK (TYPICAL) 1" X 3" P.T. 'NOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM " X R T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH' -1/2" CASE HARDENED COIL NAILS C 12" O.C. MAX SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB AND HEADER TO I x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCTAPPROVAL INSTALLATION REQUIREMENTS. SLIDING GLASS DOo 0� DUCK 1 7j,ETAIL NO SCALE STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE # 4 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE # 5) EXTERIOR D00A RUCK DETAIL NO SCALE NOTE : TAPCONS TO 13E INSTALLED THIRU 13UCK INTO k1ASONR)-' w/ MIN. 1-1/4" EMSEOMENT .PER ,P,ROOUCT APPROVAL ,PER F13C 1715.5.4.3. 13UCKS MUST COVER ENTIRE DEPTH OF JAM/3S. NOTE: FILLED CELL AT JAMB BLOCK (TYPICAL) 1" X 3" P.T. WOOD FURRING ALL (3) SIDES CONTINUOUS WOOD TRIM 2" X P. T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE # 4 AND ANCHORED TO MASONRY WITH 1/4" TAPCONS w/ MIN. 1-1/4" EMBED. 3" FROM EDGES & 12" O.C. MAX. SEE WATER PROOFING NOTE # 6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. NOTE: 13UCK 2" K 8" P T. ,RIP,PEO DOWN TO 2 K 4-1/8" ,P! T. w/ 3/15" TAPCONS 1-1/4" MIN. EMIT 4 /12" Q. C. w/ # 10 SCREWS, ,PER PRO/DUCT APPROVAL. WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE WITH FRC IR703.4 (1.2) AS PER DETAILS PROVIDED WATERPROOFINGNOTES 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. F13C R703.4 AAAMA-714 9. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/6" BETWEEN BUCK AND MASONRY. 3. PRIOR TO 13UCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT. (OPTIONAL, NOT REQUIRE01 5. PROVIDE CONTINUOUS 3/8" BEAR OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW / DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. CONTINUOUS FOAM INTERIOR AIR AND INATER SEALANT PER WATERPROOFING NOTE # 6 MARBLE SILL MORTAR OR GROUT 1 /2" DRYWALL 0- Z Z W Olt O a 8 FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE # 2) CAULK SEAM AT WINDOW INSTALLTION (SEE WATERPROOFING NOTE # 5) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE # 1 ) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING e" C.M.U. 3/4" FURRING TO MASONRY WALL ►/16" X 3" TAPCONS Q 12" O.C. (TYPICAL) 1/2" REIDHEADS w/ 2" 01A. X 1/8" WASHER NL) PT) OR 2" X 8" (PT) BUCK (TYPICAL) FINISH FLOOR GARAGE POOR JAMB ATTACHMENT TO QF3S MALL NOSCALE 0 64X 8'-0" t,, 9t-0" X 8'-0" GARAGE DOORS) 1. JAMRS : 2" X 8" OR 2" X 8" P.T. w/ 3/8" X 5-1/2" EM13EF). TITEN HI) w/ MIN. 2" ILIA. X 1/8" WASHER. (TYPICAL) 2. HEAD: 2" X 8" OR 2" X 8" P.T. w/ 3/16" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING FLOCKING 2" X 8" P.T. w/ (4) 3/18" X 3" TAPCONS w/ 5/8" WASHERS. (STAGGER GRAIN) AUG 10 2021 PA04 VE(C3H INC. MECH-ELECT-CIVIL ENG. 1984 BILTMORE ST. 1-114 PORT SAINT LUCIE, i=L PAUL WELCH P,E. FL4 FEG-. N0.2 PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE, ST. SUITE #11.4 FORT ST. LUCIE, FL 349?4 r•- r� ( l; rTIEC'TRICAL tiVORIC SII;;SI. IN(,111 ACC,')TtI).�NCL ;1r1T'li 'rJIC NJ� C: (1Vf 1'at �i)} 20171;1 YI.-I t. N- e 2) A INTIN,►ATUi1t (.)t' 75".. 0 T1:r7L''i,:•1A-11'S-IN PIFJ7 A-IAi`ILN'J'L,1' tt`!S'i':l'I.I,T;I) r,IGOTING J�I1"t'C11tL5 StlAt.;l,,:131�"rlt(,I1-Ii7�irAC�.' I,rlA3!',� DJ2 �•�,119TNIn'rllnr()r7s�r;� ol�"rTll; 7'1?I 1'r:1NLN1'J'A`I?11'T1JRESSI1A1_,LCON'1'jlrN 0NJ,Y !ti'C77.-I�,FFAC-I? Y I'AA-I PS. (1',011r l701 1*.-AGls 1,1(,1[TING 81IAI.L, IN01' 71r, IzC'QI'I111 C, 1) 'rc) :rt �. I�J rca•r rrA C�.' 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PA►UL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE #114 PORT ST. LtJClr„ FL 34984 O c� 0 t#' U- -, N LU U ; a: C/) LU L1. Q U— < r Lf i r--i �j 7- AFN Qf 1 SHEEI } v Q 0� �. i t#i � UU C) tom. o V) V) uj Fu r� ' 1 ..�il�i2CriiGR�M�aa✓ulli L MrC�H-E LEE�c�T -CI VPILL RE. aG. P�U LWELCH J.f\JC, 19I34 RILTMORE ST. #114 w I SI IFFY N(jiv}BEIt PORT SAINT LUCIE, FL 34934, MECHAMICAL .ELECT.MC'AL f PAUI_WELCH P.E. 198A S.-VV. BILrlyl0p,EE rjT. S[J;`4 t LA REG NU.29945 PO[rf' BAI.f`f.`T' UCIE, FL,34984 " u ' OF PHONE El I AAJL AUG 1 Q 2021 (772) 785.9888 w* rT c P 'i-LE 64 Hatch d %We I'l 1 fl o' C w No. 29945 STATE OF FS 0 R I'D.' PAyL ivELCH INC. MECH-ELECT-CIVIL ENG. 1984 BILTMORE ST. #114 PORT St ANT FL `4934- PAUL WELCH P.E. FL,N REG N0.29945 2021 HANGER LEGEND ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED OTHERWISE * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 UNLESS NOTED OTHERWISE MAIN WIND FORCE RESISTING SYSTEM/C-C HYBRID WIND ASCE7-16 E14CLOSED EXPOSURE CATEGORY C OCCUPANCY CATEGORY 11 WIND LOAD i.ko6- MPH *TRUSSES HAVE BEEN DESIGNED FOR A 10.0 PSF BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH ANY OTHER LIVE LOADS ROOF LOADING FLOOR LOADING TCLL: 20 PSF TCLL: PSF TCDL: 07 PSF TCDL: PSF EICDL: 10 PSF BCDL: PSF TOTAL: 37 PSF TOTAL: PSF DURATION: 1.25 DURATION: IMPORTANT This Drawing Must Be Approved And Returned Before Fabrication Will Begin. For Your Protection Check All Dimensions And Conditions Prior To Approval Of Plan, SIGNATURE BELOW INDICATES ALL NOTEIS AND DIMENSIONS HAVE BEEN ACCEPTED. By Date CAUTIONH! DO NOT ATTEMPT TO ERECT TRUSSES WITHOUT REFERRING TO THE ENGINEERING DRAWINGS AND BSCI-131 SUMMARY SHEETS. ALL PERMANENT BRACING MUST BE IN PLACE PRIOR TO LOADING TRUSSES. (ie. SHEATHING, SHINGLES, ETC.) ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR TO INSTALLING TRUSSES. REFER TO FINAL ENGINEERING SHEETS FOR THE FOLLOWING. 1) NUMBER OF GIRDER PLIES AND NAILING SCHEDULE. 2) BEARING BLOCK REQUIREMENTS. 3) SCAB DETAILS (IF REQUIRED) 4) UPLIFT AND GRAVITY REACTIONS. WARNING Backcharges Will Not Be Accepted Regardless of Fault Without Prior Notification By Customer Within 48 Hours And Investigation By Builders FirstSource. NO EXCEPTIONS. The General Contractor Is Responsible For All Connections Other Than Truss to Truss, Gable Shear Wall, And Connections. Temporary and Permanent Bracing, And Ceiling And Roof Diaphragm Connections. BUILDER: TNT/13ELA RES: Single Family MODEL: MELISSA ll-GR ADDRESS: I LOT I BLOCK: CITY: PORT SAINT LUCIE COUNTY ST LUCIE CO DRAWN BY: JL JOB NIA DATE: 1 03/02/20 SCALE: NTS REVISIONS: 1. 2. 3. 4. 701 S. KINGS HIGHWAY FORT PIECE, FL 34945 Ph. (772) - 461 5475