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Home My WebLink AboutBUILDING SITE PLANSPlanning & Development Services Department o Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: NOEL RESIDENCE Project Address: 12103 RIVERBEND DR. PORT ST. LUCIE, FL Permit#: Occupancy Type: R Construction Type: V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. e Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o 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 # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Buildine Code 2017 Edition with 20 _Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed _ Partially Enclosed Open 3. Risk Category: _ I X II_ III_ IV Exposure Category: B X C D 4, Design Wind Velocity 160 mph 124 ASO N/A LRFD End Zone Width: 5 It S. Mean Roof Height: 20 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): 20.5 20.5 20.5 35.5 35.5 N/A Zone 1: Zone 2: Zone 3: Zane 4: Zone 5: Garage: -32.5 -56.6 -83.7 -38.5 -47.6 N/A 7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony: • N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: 40 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 also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name Cert # & Co. Cert Auth. Paul Welch Inc. ON PLAN Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name & Address SLCCOV Form # ULO 12 Revised 3/15/12 IJS) - ,I< , Planning & Development Services Department a a an Building & Regulations Division Product Review Affidavit Building Permit# Owners Name N°Ert- Applicant: rn Product Opening Design Preseurea Product Rated Desl n Pressure Manufacturer Model Number Product Approval Number Glass Type Method of Attachment ' :.:ndawa / E t?i.�5 'li= •r/-55 Mz, I85 gN rl'eli'459, 1 /4&T ?'I 1O� AT sz Z12z o Zbr - Mullions '}/_ (b I% .� Cr-1-1853) 'FI..e✓'r" 53 S ', M '/a" X 14, Nl u .F;Hh¢0_ t P6ouS.: _t i'tf [uP Fixed Glass �...—._ �/- Sir MS I$5 pk/ Fllr15349" lgwl a/Ito"K IV¢" to FIH�eo Tavcc �g O • r Black Glass N (Q .' J, -,,,_..�. W".` - .,ter„-„-m.—..._.:............. .e..�.-a,..r.,e..•-+.,� Skyllghts slidingGlass Doors •Jl'EF EI"e t'S +l-'7�7 �1 I20 FL4a2=4'00 Zrk&CT Iq " Mlo CEsr bt'D 2 UPS rh fir Swirl Type D000k ory R'I.Gr'S :+/-So TkyvvAA-TRJ 6PAoo'ro51a FL"+ ZO4144 N)D '/4"rl%4;r KINw r Frehch Doors 1IEV r-Leol? +1- 5V rIr M4 72V r7tt U Side fL4' eA /off, I'Z INPAcr ' `F"" 1'!7 Mo �`'� rS -ram •• Ors , Game �7EE CLGV S fSn "too t2Af> 32+1 a'.t N _ of a•I',7 N A 51(er-J5/$''.L I, ', 1LrUt•S A-r /24011f Hurricane Protects rd /A Roof Ventilation Rooting Material _8� -1) 9 tN7eGRA f/lL# - S NOA {E' /b- o// $ P& N SA •. � 'ItOaF �.�i<i �s-t-�, I have reviewed the above components or cladding and I have approved their use in this structure:. These products provide adequate resistance to the wind loads and forces specified by current code provisions. Name: PAUL WELCH P.E. Signature: ON PLAN Design Prof: PAUL WELCH P.E. Cert. No. 29945 Date: LINTEL SCHEDULE LINTEL # LENGTH / TYPE NAVE GRAVITY LOAD ArrLIED GRAVITY LOAD NAVE UPLIFT LOAD Arr]ALI) UPLIFT LOAD COMPOSITE BEAM L-1 4'-6" 54" U-LINTELS 8672 3025 4292 2500 SF24 1B-IT L-2 6'-8" 70" RECESSED 7915 2550 2758 2250 8 F22 1B-1T L-3 4'-6" 54" RECESSED 8060 1500 4224 1000 SRF22 1B-IT L4 5'-10" 70" U-LINTELS 6063 1500 3295 1000 SF24 1B-IT L-5 7'-6" 90" RECESSED 5743 1500 2442 1000 8RF22 1B-IT L-6 9'-8" 116" RECESSED 3129 1500 1640 1000 SRF22 111-17 L_7 5'-8" 68" RECESSED 8060 1500 3277 1000 8RF22 IB-1T L-8 3'-6" 42" U-LINTELS 8974 3150 5591 1000 SF24 1B-1T L-9 14'-8" 176" U-LINTELS 2245 1500 1324 1000 SF24 1B-1T L-10 12'-0" 144" U-LINTELS 2193 1500 1151 1000 SF24 I11-1T L-11 7'-6" 90" U-LINTELS 5681 1500 2571 1000 SF24 1B-1T L-12 5'-10" 7011 RECESSED 859 100 655 100 8RF6 0B-1T L-13 7'-6" 90" RECESSED 755 100 506 100 8RF6 (i L-14 V-10" 34" U-LINTELS 8974 1500 7034 1000 SF24 1B-IT L-15 11'4" 136" U-LINTELS 2423 1500 1272 1000 SF24 IB-1T L-16 17'-4" 208"PRESTRESSED 1326 1250 520 960 SF201B-1T L-17 -4 9'" 112" U-LINTELS 2564 125 0 1471 9Ej 0201B-IT NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS. 8" WIDE X 24" DEEP (3000 PSI) CONCRETE TIEBEAM FORMED AND POURED WITH (2)= #5 BARS TB-1 CONTINUOUS TOP AND (2)- #5 BARS CONTINUOUS BOTTOM AND #3 STURRIPS AT 12" O.C. m cW go m w� 1341, Nto j3 30'-0' 33' 6" T 0" 3 0 ... OuJ / j r . 9,_6"^' t) f 0" ea n)T .ua. te w 2 z M 6' ., - .. - o I❑ 1 WO.mo p W O L canJbl7 tonl p c7 / &iti °p; J:lfj tPl/10 �+ y{ YS�� I gn � 11fru 1V w z a. '•�--'--�_. � ' ; � � ! • ' �i� �<' Covered �a �, i'�• - .. '� _ � � o z � o =' _. . 4 / .1s 11 1 1._ /6 �_r�I�IIl II.. lid Ii i �%. 1 �I`, Entry I I -1�:x �....:�.;• SH-3040 iS' :\ , ../. Iq Zty)$, z a. uo a`.3: C3.= y sell Vo�� ° - 13-0 co 6'_0" >� O - �Q o -1 D. w � a s 4 cc for rn _� Vz r > • LiE S SH 36 080 io i% SH-36 o asr, ro. r iN DDOf P BRG Wall LI •n. ;L �_� d l __ Lai A7 -----^ �'G c�� 7,_6„— LS pg ^MIL�i-��1' h'Jr; 1 I! .— I �IW Il• I/ i� � `I 1-1� %� EII.IN °i11�' %1\ G�r1i�G /`/ 1:6 1,_6.,1 51_8,. 3'-6 15,_4 4 1 .. � ,,,..._.-.,✓ 'III 154" T-0 „ � I ( 14'-0„ �ttAM� WAIL � 4 � � re trr i1�13 1 - z,_o„ o Dining Room 1 z o - o r-- Office z,_o. � M 6 (J' c o v f e N ; LL t, s" Ceilin 14 Flat _ ✓y , c� ` Hs 0 Ceiling @14 Flat 9 @ r s" 3,.0, r ' A 1 ��. � � Hnw � 1oa0 ,�� 11 � Her Closet o \ oaos 1 ----= _ ; . I, ----- L ClosetLL Ceiling @10' Flat 9 s r o O 4 Y — - - -- ----- o Cl) { 7y {❑1 Mq Or eo Ud w1 lam.' Q8:\ 5'8" 5' 4pO Ceiling A '—i o -- - --- 3 °0 6,_10„ Arch Flat o Hallway4- - m I i BRG Wait 4'-0" p-6' 004-- — JOOQ A ch 0 088Z I 029El n� 3 �- --- - ` I r, to 0 0° 880 1 _ --to ----------�b q _ 3 0' N Living Room 1 s"� M --__- I m 0 z o -- - Ceiling @13' Flat 6" Ceiling @15' m t mm� Cn WIC Wool.]`a_--. Fiat i m -_ 1s-1o' Lp 1 WP -- I - i , 1'_G' 2'Q' _ _ y chi- - -' I Ceiling 14 Flat— o _. ---� to to I ® c 0806 GOS / to io tU: 1 r v r -- co 32'_0" 1,1'-0" Wall _ --- 'IjI,. I N 3'-O, 21' 0" l•' 8'-0" ....r,7a - i i,-.�.� V0 p,J 0) �. LLIT y ` h - - f DPq 4 Bedroom II BRG Wall �`?;, Covered Z •I 0 - Ceiling1.0 Flat f /— ° Porch L S gZ HS 0 <(,11 �J Half °0 14't�. J _I ------------ ---- --- --I Bath N O 6� oar; T: 9. o.. 4� o„ I 4, 6" .3._0„ E�_o 3-_n„ 0? — "-- - Theatre 100CI i i - 4 Ceiling (�113'4" Flat 1 o! 1 oa8z i i Ceiling @13 Flat L-I OD BRG Wall - i-3. i o - L to 1 i 4 J.* o wL - L f 'v pg 1r : -- - -- --- ---- -- ------ 1 Hallway00 1 M ' o.—------------------ _ Npt1 i M - --'--- - __-_ --- - SD fI---'---- -----^ 6680 `_,_-' ` _ m . L,'�o o. ,I -- 42, 0" ____-_____ �, ____ i =--- o I �✓ n1q 1 Glass lass Glass o 18 0„ _ _ �. i in N 4'_0" q� aY+teKS Wall Wall . 1 I ---'---- - - {5,_1.i„ Daor 1 a'-6'� 4'-8" Z-O" i I O r� 0 Game Room 21,,, Family Room . Ceiling Ceiling @14'8" Filit ' @13'4"Fiat i Bedroom III = ---=1—------- `oi Ceiling @10 Flat 1 19' a°` I NOTE ) THE CONTRALTO SUBCONI TILACTOR, SUPPLIER, ECT. SHALL VERIFY ALL o I I N C� N p°O vo I S DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. a ---- - '-- -- ! 3 4 `, ;'' <a ! 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE -------------- - -----` rn - - ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. N CCC / t SS2J63 SS2J63 —I y L 3) ALL WRITTEN DIMENSIONS ON TI.IESE DRAWINGS TAKE PRECEDENCE OVER 9z HS , SCALED DIMENSIONS. 9 \ . - 9Z HS 9z-HS 9z HS 4) ALL CONSTRUCTION MUST 4:OM �%Y WTHE FLORIDA • — • __ ' I]11 __--_-- --------- ' _ FBC 2017 FBC 2017 RESIDEISTIAL, FBC 2017 PLUMBING CODE, IINODE FBC 201 � -= - hbL1ar1> 1000 nro Arc i 3'_i" MECHANICAL CODE, FBC 207 ENERGY CONSERVATION, AND THE NEC (NFPA 088 L"�7 G. j �) �— I 70) 2014 EDITION. 1 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. RECEIVED 61_0" 6'-9" 5'-91, I, 8'-61• - 23`-6" _ 63-0" _ _ 42'-0" -- T-0" 3 0 ST. Lucie County. Permitting ---- . JPA UL YYE"L CH INC — ECNAN/CAL ELECTRICAL CIVIL ENGINEERING 1984S.. YY B/LTMORE ST UITE 71 PORTST; LUCIE, FL,54984.- ��N' 701� PHONE'772).785-9888-E--MAIL PWEL'CHINCLaAQL.COM I'AUL WELCH, P.E.-,FLA REG NO, 29945 LJ,.9 (_ a LLJ QTA _.� C/ ) UJ Ia.. LL.I Cc CC.: LL.I a7 rX: CNJ r-'1 ANNED BY lcie County �ItaAlslslrl® _,Planning & DevelopmentServices Department Ww Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: NOEL RESIDENCE Project Address: 12103 RIVERBEND DR. PORT ST. LUCIE, FL L Permit#: Occupancy Type. R Construction Type. V INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. Square FOOtage • Submit 2 copies for residential.3 copies for commercial with all permit applications involving the following: Living----------------4746 o New Residences (single or multi -family) Entry ---------------------- 267. Lanai--- --548 o Residential Addition Garage- ---- 774 o Any accessory structure requiring a building permit Total-----------------6335 oAny 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 # above for questions. DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply) 1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-10 2. Structure Designed as (check one): X Enclosed Partially Enclosed Open 3. Risk Category: I X II_ III IV Exposure Category: B X C D 4. Design Wind Velocity 160 mph 124 ASD N/A LRFD End Zone Width: 5 It S. Mean Roof Height: 20 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): 35.5 20.5 20.5 20.5 35.5 35.5 N/A Zone 1: -32.5 Zone 2: _56.6 Zone 3: -83.7 Zone 4: -38.5 Zone 5: Garage: N/A 7. Design Loads: Floor: 40 PSF Roof/Dead: 5 PSF Roof/Live: 20 Balcony:. N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: 40 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: 1 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 also certify that structural elements depicted on these plans provide adequate resistance to the design forces specified: Paul Welch P.E. 29945 / 5115 Print Name Cert # & Co. Cert Auth. Paul Welch Inc. ON PLAN — Signature, Date, and Seal 1984 S.W. Biltmore St. Suite #114 Port St. Lucie, FL Company Name &Address SLCCUV Norm # 020 11 Revised 3/iS/12 (JS) „ Planning & Development Services Department Building & Regulations Division Product Review Affidavit 4 Building Pertnit # Owners Name W O EFIL Applicant: Product Opening Design Product Rated Manufacturer Model Number Product Approval Galas Method of Attachment Windows Pressures �6E vLeV'� Desl n Pressure t1-55 MI I643 -" Number FL4\-+ 1C), I Tvoe W AGT rr�ti � 14� AT Z� 2+ o ae' Mullions Fixed Glass 4 - LpD 44 "1 j`%..Z MS LM-I$53 i 1$9 Plt/ W 5- $3.8 FW15349• I N /4I4e/ '14" X 1 ��¢" Nle, .0-02%0 TAPeowS ¢ rtr CUf °/Iv', t'7 " �uaiB y�r�e3 Tv oco >g Black Glass I NIQ Skylights slidin mlau l5oors SwinciTypeDoors. French Doors gL�F-EIkJ"� aoy '5'♦•C% yEG &i.l?J �! A 41-- So MA T1UEQtAA-TRJ "(twvi4 Tkv IZP hh 14 ive FL1A2ZA•Di, 'S f fvl'20A/09i,IZ .(��/, A ;f .t.-1 (kj'Aar .q Ro � 9 1`0 1` " th,N Eawt6tti TAP rAS ts"o• E 4bf n ^-rA�LON '/4°rl%4" 1-tlw T 1.weff `F"%ly7 Garage Doors `7i EL6"1'5 'f 50 ' (p l) '%AP7 92¢ f5'.l N _ olg•I"j. N A y lb"x ''/B� I AL '7Lzevs Ar /2A 054f' Hurricane Protection "I /A Root Ventilation Roofing Materiall - 842, :;t - j l 9 GNTet/tA frL•.LQ rVGA I have reviewed the above components or cladding and I have approved their use, in this structure.. These products provide adequate resistance to the wind leads and forces specified by current code provisions. Name: PAUL WELCH P.E. Signature: ON PLAN Design Prof: PAUL WELCH P.E. _ Cert. No. 29945 Date: LINTEL SCHEDULE LINTEL # LENGTH /TYPE SAVE GRAVITY LOAD ArYLILI) GRAVITY LOAD SAVE UPLIFT LOAD ArrJAKU UPLIFT LOAD COMPOSITE BEAM L-1 4'-6" 54" U-LINTELS 8672 3025 4292 2500 8F24 1B-IT L_2 6'-8" 70" RECESSED 7915 2550 2758 2250 8RF22 1B-IT L-3 4'-6" 54" RECESSED 8060 1500 4224 1000 8RF22 1B-1T L-4' 5'-10" 70" U-LINTELS 6063 1500 3295 1000 8F24 1B-1T L-5 7'-6" 90" RECESSED 5743 1 1500 2442 1 1000 8RF22 1B-IT 776 9'-8" 116" RECESSED 3129 1500 1640 1 1000 7RF22 1B-IT L_7 5'-8" 68" RECESSED 8060 1500 3277 1 1000 8RF22 1B-1T L-8 3'-6" 42" U-LINTELS 8974 3150 5591 1000 SF24 1B-1T L-9 14'-8" 176" U-LINTELS 2245 1500 1324 1000 8F24 1B-IT L-10 12'-0" 144" U-LINTELS 2193 1500 1151 1000 SF24 1B-IT L-11 T-6" 90" U-LINTELS 5681 1500 2571 1000 817241B-1T 712 5'-10" 70" RECESSED 859 1 100 655 100 8RF6 OB-IT L-13 T-6" 90" RECESSED 755 100 506 100 8RF6 OB-IT L-14 2'-10" 34" U-LINTELS 8974 1500 7034 1000 8F24 1B-1T L-15 11'4" 136" U-LINTELS 2423 1500 1272 1000 8F24 IB-IT L-16 17'-4" 208" PRESTRESSED 1326 1250 520 960 8F201B-1T L-17 9'-4" 112" U-LINTELS 2564 1250 1471 960 8F201B-1T NOTE: WHEN. LINTEL IS IN VARIOUS LOCATIONS; WORST CASE LOADING IS SHOWN NOTE: PROVIDE "CASTCRETE" PRE -CAST CONCREE LINTEL AS NOTED ON PLANS, 0 ih ti° 07 fcLa2arD 30'-0' 2 23'-6" '115'-0" 3'_0" 336" I. 15'_6" 6'_6" WO r FILE COPY z ^a 10 zw to of m (�1 a \� o Ne Z U�C'A m3 ~ z 70 30 m \zU �O' �� K -- v\OULx�'m ap'.. \.ww ZZ Jas 0wwW I•-wwQgE to Q�of[]a to to to ro U tt�N 6 wW� U io AM 0 - - 3 O O 'a uJ o ao$ lz -cn 4�? \ ' Lu Lot (n cc S c� 1E a Her Closet o 1` eiling @10' Flat d0 % do �'J' d 4 �. C ,o 0 W to Ff *k CD N aS W m .4) 'ram NOTES: to CL 1) THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL o 6 G Q oo- DIMENSIONS, CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECT. $ > 2) STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE O UJ y " ADDRESSED BY THE ENGINEER AS CONSTRUCTION PROGRESSES. LL d 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. N 4) ALL CONSTRUCTION MUST COMPLY WITH THE FLORIDA BUILDING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING CODE, FBC 2017 to - MECHANICAL CODE, FBC 2017 ENERGY CONSERVATION, AND THE NEC (NFPA 0 it 70) 2014 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERING AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING P984 S. W. B/LTMORE'ST.' SUITE # 114 PORTS . LUCIE, FL 34984. PHOIVE'(772)785-9888-J5-NAIL PWIELCHINCCOAOL.COM DEC 0 6 2018 PAUL WELCH, P.H...FLA REGNo. .299.45 WO it 7, o; ;j t S 4 d 3, i M t s� 12 FRONT ELEVATION Scale: 3/16" = 1'.0" 12 REAR ELEVATION CALCULATE ATTIC VENTILATION CEILING = 6335 SQ. FT. 6335 /150= 42.233 REQUIRED VENTILATION 422 L.F. OF 6 " X 22 " VENTS 48 " O.C. = 96.708 SF / 2 48.4 SF AVAILABLE FOR CROSS VENTILATION - 48.4 SQ. FT, > 42.23 SQ. FT. VENTILATION O.K. PROVIDE 6" X 22" SOFFIT VENTS @ 48" O.0 APPLIED DESIGN PRESSURE (PSF) FRONT ELEVATION Scale: 3/16" = 1'.0" 12 REAR ELEVATION CALCULATE ATTIC VENTILATION CEILING = 6335 SQ. FT. 6335 /150= 42.233 REQUIRED VENTILATION 422 L.F. OF 6 " X 22 " VENTS 48 " O.C. = 96.708 SF / 2 48.4 SF AVAILABLE FOR CROSS VENTILATION - 48.4 SQ. FT, > 42.23 SQ. FT. VENTILATION O.K. PROVIDE 6" X 22" SOFFIT VENTS @ 48" O.0 APPLIED DESIGN PRESSURE (PSF) MARK 3 TI E ZONE 4 ZONE 5 Area (ft2) H (-) H (-) 1 10 35.5 -38.5 35.5 -47.6 2 15 35.4 -38.5 35.4 -47.4 3 20 35.3 -38.4 35.3 -47.2 4 25 35.3 -38.3 35.3 -47.0 5 30 35.2 -38.2 35.2 -46.8 6 35 35.1 -38.1 35.1 j -46.7 7 40 35.0 -38.0 35.0 -46.5 8 110 33.7 -36.7 33.7 -43.9 SHEET NUMM. MEcIIAIVIPAUE WEL CH/INC of ENGINEERING 1984S..W BILTMORE.ST, SUI TE # I14 PORT ST: UCIE, FL 34984 , PHONE'4772) 785,9888 E-MAIL PWELCHINCCaAOL.COM PAUL WELCH, P.E FLA REG NO.29945 _ 201 6-- I%r-,.'. ®" 4I a ' + . a �� _ Df 3/I6" SCALE GARAGES FLOOR SURFACE 1) GARAGE FLOOR SURFACES SHALL BE OF APPROVED NONCOMBUSTIBLE MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. PLUMBING NOTES: I) ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-PLUMBING 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. 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 PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN 314" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET, 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. - - - A"j° �U 1-'1 ii ttiJC4 I� I`%� ►;__ .may"., CONCRETE FOUNDATION NOTES J )SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES &STEEL REQUIREMENTS. 2)M<NIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" SUBGRADE PREPERATION NOTES I) THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL VEGETATION, TOP SOIL AND FOREIGN MATERIAL REMOVED. 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. 3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED, 4) AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY AS DETERMINED BY MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT A FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. 5) SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SHALL BE UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD IN ACCORDANCE WITH ASTM D-1557. 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS NOT LESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. FOUNDATION SCHEDULE SW 8" CMU STEMWALL ALL CELLS FILLED WITH (3000 PSI) CONCRETE AND #5 BARS AS SHOWN AND 48" O.C. MAX SPACING WITH 16" D X24" W (2500 PSI) CONCRETE SPREAD FOOTING W/ (3) #5 BARS CONTINUOUS F-2 16" D X 24" W (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (3) #5 BARS CONTINUOUS S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6"/ 6" 10/10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL ST FORMED AND POURED STEPS PER DETAIL PA UL WELCH INC. MECHANICAL ELECTR/CAL CIVX ENGINEERING 1984 S. W. BILTMORESr.. SUITE# 114 PORTST. LUCIE, FL 24984 PHONEC772) 785-9888 E-MAIL PWELCHINCLaAOL.COM PAUL WELCH, P.E. FLA REG NO.29945 ,'u Z""ra J LL_ LB..I U J z W 0 W cc- c` LLI LLJ m l.li 0 T-9 N T—I TRUSS CONNECTOR SCHEDULE TRUSS BEARING 06NT TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES - UPLIFT ID UPLIFT DESIGN 4565 (10)-SD51/4" X 2 1/2" & OO [A, Al, A7&A4 2ND 3376 (1)-HDU4 (1)-5/8"A.B. 1135 (12)-1/4" X 13/4" AND ATA 2ND 855 HU26-2 (6)-10d NAILS B, B1, B2, B3, B4, 4565 X 2 1/2" & (1)- OO B5, BE, 87, B8 & 2ND 3376 (1)-HDU4 5/8" A.B. I1)- 5/8" A.B. B9 C4, C5, C6 & C7 2ND 1289 (1)- HTS 20 1450 (20) -10d (18)-SDS 1/4" X 3" & (2) GR3 1ST & 2ND 4159 (1)- FGTR 5000 1/2" X5" TITEN HD (20)-SDS 1/4" X 2 1/2" & Q GRA 2ND - 5990 (1)-HDUB 7870 (1)-7/8"A.B. (18)-SDS 1/4" X 3" & (2) GRD 1ST & 2ND 4405 (1)- FGTR 5000 1/2" X 5" TITEN HD 3965 (22) -10d & (1) - 5/8" O GRF.& GRG 1ST & 2ND 3320 (1)- MGT A.B. (IS)-SDS 1/4" X3" & (2) GRI 1ST 4888 (1)- FGTR 5000 1/2" X 5" TITEN HD 4565 (10)-SDS 1/4" X 21/2" & O GRM 1ST 4538 (I)-HDU4 - (1)-5/8"A.B. (14)-SDS 1/4" X 2 1/2" & SEE "DETAIL AT GRM 2ND 5267 HDUS COMBO 5645 (1)-.5/8" A.B. TRUSS GRM 2ND ERG." 4945 5645 X 2 1/2" & (1)- O GRZ 1ST (i)•HDU5 5/8"-SDS A.B.1/4" (14)-SDS 1/4" X 2 1/2" & SEE "DETAIL AT GRZ 2ND 4981 HDUS COMBO 5645 (1)- 5/8" A.B. TRUSS GRM 2ND BRG." SIMILAR VALLEYS CONT, 100 # PLF ( )- MTS 16 1000 (14)-10d X 1 1/2" 1 T 1 STRAP AT EACH END AND AT 24" O.C. S AT LESS EACH < 1800# (1)- HETA 20 1810 (9)-10d X 1 1/2" AT CBS BEARING 0# S AT mlC _ RING EACH < 1000# (1)- MTS 16 1000 (14)-10d X 1 1/2" AT FRAME BEARING 1000# PANY CHAMBERS LAYOUT DATE 0 5 2018 CUT -SHEET DATE 10 5 2018 NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. NOTES: 1 VALLEY TRUSSES MAYBE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SD X 2.1/2" TO SUPPORTING TRUSS AND (3)-#9 SO X 11/2" TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX. 2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN, EMBEDMENT FOR ANCHOR BOLTS(A.B.). 3 PROVIDE 2X6 VERT. BLOCKING X 30" LONG OPPOSITE SIDE OF STRAP WITH 12d NAILS AT 4" O.C. 4 PROVIDE 1X8 WOOD BLOCKING EACH SIDE OF TRUSS BOTTOM CHORD X 36" LOND WITH 12d NAILS AT 4" O.C. TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGN ED BY TRUSS COM PANY'S ENG INEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. _ 3) CONTRACTOR TO VERIFY ALL ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. _ 4) TRUSS TO TRUSS CONNEI_fIONS TO BE PROVIDED BY TRUSS COMPANY. Hatch Legend CEILING @ 13' CEILING @ 14' CEILING @ 15' CEILING @177 13'- 6" CEILING @ 16' F9CEILING @ 141- 8110EILING @ 13'- 4" 4 O BRIG WALL @ 11' BRIG WALL @ 12' BRIG WALL @ 13' �4 BRG WALL @ 16' j LREPRESENTS A HANGER HANGER SCHEDULE HSF HIIS26 FOR 2X4. SUH46 FOR 4X2 EXCEPT AS SHOWN CARRIED TRUSS CARRYMO TRUSS woo ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYMO TRUSS GRH 'GRI THDH26-3 (8) 16d nails (20) 16d nails GRI /� GRM THDH214-3 (22) 16d nails (66) 16d nails GRA GR3 THDH214-3 (22) 16d nails (66) 16d nails J7B GR1 sNP3 (6) 8d nails (6) 8d nails 5 LLJ u W V � W Do Eamon W cif CC 0 J Lu W m 0 CY-0 LLJ (Y'1 1 �1 'Please refer to Standard Engineering package for general lnstucticn on installing hangers 10d=0.148" x 3 16d=0.162" x 3 112" CONNECTIONS DESIGNED AND S PPLIED BY OTHERS SHEET NUMBER 01 Psi U1. WELCH INC. MEC&AIV/ICAL ELECTRICAL CIVIL ENGINEERING r984S.W. Bit TMOREST: SUITE # f 14 PORT ST. LUCIE, FL, 34984.. ;p PHONE (772) 785.9888 E--MAIL RWELGHINC(PAOL.COM "AUL WELCH, P,E. FLA REG NO.29945 f;i III f �Q1� - TRUSS GRM (21''D BRG) "SIMPSON" HDU5 WITH -- — (14)- SDS Ye" X 2 yx" ROOF ASSEMBLY / DBL 2X4 WOOD TOP PLATE TILE: ENTEGRA `BELLA HIGH S" NOA# 16-0112.06 -- 5/8" THREADED ROD UNDERLAYMENT: Hot Mop MAXIMUM UPLIFT DESIGN PRESSURE FOR ATTACHMENT PER NOA: "SIMPSON" HDU4 WITH (14)- SDS 1/4" X 2 '%" Attachment Resistance: Mf = -38.7 FT -LB (OF MOMENT) Restoring Moment: Mg = 6.33 FT -LB (OF MOMENT) (2)- 2X4 WOOD STUDS NAILED Aerodynamic Multiplier: k = 0.378 FT TOGETHER WITH 10d NAILS AT 8" O.C. BOTH WAYS Pmax = Mf - M = l08.7 - 6.33) = -119 PSF (0.378) "SRvIPSON" HDU4 WITH _ (14)- SDS''/4" X 2'/x" P.T. 2X4 WOOD BOTTOM PLATE ATTACHMENT REQUIREMENTS: 5/8" ANCHORBOLT, USE SIMPSON ZONE 1, 2 &3 ATTACHMENT AS FOLLOWS: EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT TILE INSTALLATION: PROVIDE 24G POLYSET AH-160 PER TILE WITH A 4" TILE HEADhAP FOR ALL TILES. ALSO CONCRETE FOUNDATION PER PLAN PROVIDE (1) - #8 SCREW PER TILE EVERY 3RD TILE IN EVERY 5T11 COURSE FASTENERS LOCATED A MINIMUM OF 2 ''/x" FROM HEAD OF TILE. DETAIL AT TRUSS GRM 2 D BRG nts•'• UNDERLAYMENT INSTALLATION: USE ASTM D 226 TYPE II #30 OR ASTM D 2626 (#43) INORGANIC BASE NAILED TO DECK, DETAIL FOR TRUSS GRZ SIlIIII.AR / SAME ATTACHME_ NTS MIN ASTM D 6380, CLASS M OR WS, TYPE R (#90) ORGANIC CAP SHEET SET IN TYPE IV HOT ASPHALT. A. Hot Mop 30/90, Hot Mop 43/90 (See Drawing 1). A NO, 30 OR NO 43 --_-__ --- -- --- ANCHOR/BASE SHEET ASTM D 226, TYPE II, OR ASTM D 2626 SHALL BE MECHANICALLY ATTACHED TO THE WOOD DECK WITH APPROVED FASTENERS SPACED IN A 12 IN. GRID STAGGERED IN TWO ROWS IN THE FIELD, AND 6 IN. ON CENTER AT THE LAPS. EXTEND ANCHOR/BASE SHEET A MINIMUM OF 4 IN. UP VERTICAL SURFACES. ANCHOR/BASE ' SHEET END LAPS SHALL BE A MINIMUM OF 6 IN. AND HEAD LAPS SHALL BE A MINIMUM OF 4 IN. OVER INSTALLED ANCHOR/BASE SHEET, APPLY ONE LAYER OF MINERAL SURFACED CAP SHEET ASTM D 6380M IN FULL 25 LB./SQ, L5 PERCENT MOPPING OF ASPHALT. END LAPS SHALL BE A MINIMUM OF 6 IN.; HEAD LAI>S SHALL BE A MINIMUM OF 3 IN. AND BACK NAILED 12 IN. ON CENTER WITH APPROVED NAILS THROUGH TINCAPS OR BY MIAMI- DADE LISTED 111,tEFACBRICATED FASTENERS IN ACCORDANCE WITH FLORIDA BUILDING CODE, BUILDING 1517.5.1 AND 1517.5.2. PROVIDE PLASTIC OR ,a. „ COMPATIBLE ROOF CEMENT AT NAILS PENETRATING UNDERLAYMENT ALL WORK TO BE IN COMPLIANCE WITH PRODUCT APPROVAL (NOA# 16-01.12.06) & MANUFACTURER'S SPECIFICATIONS, RAS 118, RAS 119, RAS 120 AND THE FLORIDA ~ T.: I BUILDING CODE 2017. m- Y RAVE Iv,11- I EAVE ROOF SHEATHING NAMING ZONE nts... "A" = 5 FEET ` ♦ ,. —� /_ 11 . 11 (M, CAL GENANCROOE PUN PLAN NEW? - -_ . __1�1✓,�.b��.►��5- ZOZE ROOF SHEATHING ATTACHMENT REQUIREMENTS Cl NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD N ride " x 12 W1L' 2 NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD '4 "1W I " . ' o ly U CC y (t 1 ? i1 if +► eoet,,, pr�'r��- 9 3 NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD I NOTE: ROOF SHEATHING; SHALL BE 19/32" THICK CDX PLYWOOD ROOF SHEATHING FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED vp P 6,-PT PEP. ZONE DESIGNATIONS AS SHONW.ABOVE. row e-pvt - - �IIz3 i. -.R 1 + .A> S -.1 -7. BACKWOkILED WITH' PREFADRICATED Fit STSHERS OR N49LS ' THROI)e W'T11MI ` PS m .{F �:. a Mh10.1>W"T LA L J� r-1 NI1 LAP, DRAWING 1 h45@> WRL� YC,�i7:nt@.T�r$l;:t�r NN1T3i F130041GTiy�N>1L - • 2a&FY Pi 9L4CNiN1i 4k I TIrl OF-V 14 OME PRY DEPTH OF EILOGI R3 TO d' f OW GAUP STEEL RATE ': .!CCOIAMODATE PVCH fFiOM - '..PTN KW I ell Rx r 0I TrFxPTC,WifHTim:rark - ROF3F TILE y, +;mv F1I3C±c", IN10KYOW0 MCK 3 24U v I W 0AL9 PK !SCREMM IWO US, PA WE'D za y F --T QN WH 5VE OF 9LOU]"i e,T4Tdlf+C+5>xEPett�i"dt�l - - 7 HIP AND RIDGE DETAIL L 1 U j U J W V LLI l.L 00 W fi W m ® UJ Z 0 r-I r-I __ .. SHEET HU14HER PAUL WELCH INC. of M8`OHANICAL ELECTRICAL CIVIL ENGINEERING f984S. W. BILTMOREST, SUITE # f 14 PORTST, LUCIE, FL 34984, PHONE,(770785-9888E-MAIL RWEL'CH/NCOAOC.COM PAUL WELCH, P.E.-FLA REGNO. 29945 - 1 STRUCTURAL NOTES WALL FINISH/ INSULATION NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 1) INTERIOR TO BE %" DRYWALL FINISH. ENERGY CONSERVATION NOTES 2) SOIL BE, CAPACITY: 2500 PSF (MIN.). 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. "%" THICK WITH (13 GAGE, 1318" 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICLE CELLS, AND LONG,19/64" HEAD; 0.098" DIAMETER, 1'/." LONG, ANNULAR -RINGED; 5D ENERGY CONSERVATION RESIDENTIAL. COLU MISS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COOLER NAIL, 0.086" DIAMETER, 1 518" LONG; 15164" HEAD; OR GYPSUM BOARD 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO COMPRESSIVE STRENGTH AT 28 DAYS. NAIL, 0.086" DIAMETER, 15/8" LONG, 9132" HEAD) SPACED AT 7" O.C. FOR NAILS UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE AND 12" O.C. FOR SCREWS. A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING .,�� ' STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES &STEEL REQUIREMENTS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT Olt GLASS SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS rV~� 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: MATGYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR SQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT FOOTINGS: 3" BEAMS: 1 %" SUSPENDED SLABS: I ''W' C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' 3 LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LUVITI A 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER ) AIR NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). LR4AKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH -� 7 ) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF 4' PRESSURE TREATED. NOT GREATER THAN 450. 4) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH FASCIA PER TYPICAL WALL SECTION 8). SPL1 "ING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD R402.4.1.2 CLASSIFICATION OF NOT GREATER THAN 200. - 5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL INSTALATION OF HARDWARE IS NOT PERMITED. -_ ALL HAVE AN AIR STUCCO OVERWiItEGATHW/1-IGA.2„-----._ .._... __ _- _ _ - .:. INFILTRATION - - - 9) UNLESS OTHERWISE NOTED, THE ]INSTALLATION OF SPECIFIED HARDWARE 6) ..ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORSSHALL RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT A NAILS W/ 3/8" 0 HEAD @ 6" O.C. OVER 5/$ E AND -•4- --•• ---: METAL RIB LA SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE SWINGING DOORS NO MORE THAN CC CFM PER SQUARE 02 AND MUST BE LATE a 6 O.C.0 C. W/ ( TESTED LISTED AND LABELED IN ACCORDANCE WITH R4LEVE ' ' PRACTICIES. CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO 6 LAYERSOF ] 5#PELT OVER EACH ) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE I FRAMING MEMBER) 10) LINTELS SHALL HAVE A 1VIININNivI 4" BEARING EXCEPT RECESSED LINTELS THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL LEVEL (EFL) DISPLAY - SHALL HAVE 8" BEARING. COMPLY WITH SECTION FRC316. CARD IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION R401.3. ` '-----4=------ 6" X Z2" SCREEN VENTS AT 48" O.C. OR 4" 11) PROVIDE # 5 CORNER BARS W/ 30" MIN. LAP SPLICE FOR BOND BEAM. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL - ` -- -- ;11• CONTINUOUS SCREEN VENT 12) STUCCO SOFFIT / EXTERIOR CEILING NOTE: EXTERIOR CEILING AND•SOFFIT CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C TO BE STUCCO OVER WIRELATH W/ 11GA. 2" NAILS W/ 3/8" O HEAD @ 6" O.C. 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN .....�...W_.._�..-_•____ WALL OVER 3/8" METAL RIB LATH @ 6" O.C. W/ (2 LAYERSOF 15# FELT OVER EACH ACCORDANCE WITH TIM PROVISIONS OF FRC, AND ADHESIVES FOR THE OFFIT DETAIL FRAMING MEMBER). INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 v1s j 13) EXTERIOR FRAME WALLS TO BE STUCCO OVER WIRELATH WITH 11 GA. 2" 8) INSULATION MATERIALS, INCLUDING FACINGS SUCH AS VAPOR RETARDERS . LONG NAILS WITH 3/8" 0 HEAD Q 6" O.C. OVER (2) LAYERS OF (15# FELT OR OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING TYVAK BUILDING WRAP) OVER 19/32" CDX PLYWOOD WITH IOD NAILS TO ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL STUDS @ 6" O.C. PERIMETER AND FIELD. SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 14) WEEP SCREEDS. A MINIMUM 0.01.9-INCH (0.48 MM) (NO. 26 GALVANIZED SHEET WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 GAGE), CORROSION -RESISTANT WEEP SCREED WITH A MINIMUM VERTICAL WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. ATTACHMENT FLANGE OF3'/i INCHES (89 MM) SHALL BE PROVIDED AT OR BELOW THE FOUNDATION PLATE LINE ON EXTERIOR STUD WALLS IN ACCORDANCE WITH ASTM C 926. THE WEEP SCREED SHALL BE PLACED A -- MINIMUM OF 4 INCHES (102 MM) ABOVE THE EARTH OR 2 INCHES (51 MM) ABOVE PAVED AREAS AND BE OF TYPE THAT WILL ALLOW TRAPPED WATER a TO DRAIN TO THE EXTERIOR OF THE BUILDING. THE WATER -RESISTIVE BARRIER SHALL LAP THE ATTACHMENT FLANGE. THE EXTERIOR LATH __- I 1- •- BOTTOM CORD OF SHALL COVER AND TERMINATE ON THE ATTACHMENT FLANGE OF TIIE WEEP TRUSS SCREED. 71 ``" I• - V �_— W? DRYWALL (WALLS AND CLG) . v 2 X 4 WD TOP PLATE OR 1. '/2" X 3 5/8" METAL RUNNER 2 X 4 WOOD STUDS @ iA>, O.C. ,. w_ _. _•._ _ .. _ _ OR 1 '/2" X 3 518" METAL STUDS @ 24" O.C. ''/z" DRYWALL BOTH SIDES (SEE WALL FINISH NOTES FOR WALLS TILE ROOFING PER ROOF ADJACENT TO SHOWER SEE TYPICAL WALL SECTION FOR ASSEMBLY NOTES ON 19/32" CDX AND TUB) ADDITIONAL INFORMATION PLYWOOD ROOF SHEATHING SEE TYPICAL WALL SECTION FOR WITH 8D RING -SHANK NAILS PER ADDITIONAL INFORMATION PRE- ENGINEERED WOOD TRUSSES DETAIL ` 2X4 P.T. WOOD BOTT. - @ 24" O.C. (MAX. SPACING) PLATE PRE- ENGINEERED WOOD TRUSSES OR 1 1/2"'X 3 5/8" METAL ) 3 PRE O.C.S WACINGTRUSSES RUNNER W/ TAPCOIVS �� 24" O.C. (MAX. SPACING) � x G(MAX.( ) / "SHvjpSON" STRAP PER TRUSS @ 24 O.C. CONNECTOR SCH. 10, "SINIPSON" STRAP PER TRUSS " SRvQSON" STRAP PER TRUSS f ~-- -- CONNECTOR SCH. L CONNECTOR SCH. i -. r------ _�✓ • , _ _ -- ••- •_ ""el�f. _ CONC. FLOOR --METAL --- ------_ _ - ---- -�-- ' � - �- METAL FLASHING EDG ) 2 X 8 CEDAR FASCIA TYPICAL INTERIOR NON-BRG. WALL DETAIL nts...L LVENTED SOFFIT PER -.. _ STUCCO CEILING PER STRUCT. ) STUCCO CEILING PER STRUCT. I = ®- NOTE# �'`.� j --SOFFIT DETAIL NOTE# 1 R-30INSULATION #5 REBAR W/ 90 DEGREE HOOK -- J s 8" WIDE X 24" DEEP (3000 PSI) ` (1 ROW) CONCRETE TIEBEAM FORMED " AND POURED WITH (2)- #5 BARS - I1131 1 NUINEERED WOOD �— I ` CONTINUOUS TOP AND BOTTOM 1 USSES@ 24" O.C. (MAX. - AND #3 STIRRUPS AT 12" O.C. SPACING) 17� P. I n /'/2" DRYWALL CEILING ZXiI WOOD STUDS AT 16" O.0 - I (' SWIPSON" STRAP PER TRUSS " DRYWALL WALLS ----- ` .' CONNECTOR SCH. 4I M PSON SP 4 WIT.FI: (6)- 1 Od NAILS I DBL 2 X 4 CONTINUOUS T01' PLATE i PAC I I STUD TOP AND BOTTOM. } PLA 'E (1. 6" O.C.) P f':T'. 2X4 WOOD BOTTOM PLATE WI 11I '/2" X 6" EMBED. REDHEAD -- i (PROVIDE DBL'2 X 12 WOOD W ITII2" X 2" X 1 /8" WASBERS AT HEADER W JTI-1'/2" PLYWOOD 211" O.C. SPACER GLUED AND NAILED WFPH .. i (2WO PSI.) CONCRETE .1 Od NAILS AT 8" O C. STAGGERED " M 'FOP .AND BOTTOM) 3" MIN. BRG FOUNDATION SEE PLAN FOR SIZES EACH SIDE 1VITH LSTA 2I WITH _ AND oI LC IFICATIONS 1 �'T (16) 10d EACIIBRG LOCATIONAT DOOR OPEN ING Ill{�{11z1ytlll7- ((c�st4t �M- it r" V TYPICAL INT. BRG l�iLL SLAT +CTIt TYPICAL COLUMN SECTION NOTE: A1'I A(I I FRAME WALL ADJACENT CMU WALL ATTACH P,'I. 2,%4 STUL) TO C;MU WALL WIT'11 /2" X 5 ""/a" WEDGE ANCHORS WITH 2" X'2" X :I/8" WASHERS, AT 24" 0- C- VERT. NOTE• FOR 2X6 BEARING WALL USE 2X6 FRAMING WITH SP6 IN LIEN] OF SP4 8'X8 CONTINUOUS CONCRETE /2"'DRYWALL CEILING BEAM BLOCKW/ (I) - #5 BAR IN —#5 RE13AR W/ 90 DEGREE HOOK (CEILING) - (3000 PSI) CONC. FILLED EACH CELL 8" X 1§"CONCRETE BLOCK (2 ROWS) 8" PRECAS LINTEL W/ (1)-#5 BAR 8"X8" CONTINUOUS CONCRETE IN (3000 PSI) CONCRETE FILLED CELL COLUMN WITH (2)- #5 BARS VERT. BEAM BLOCKW/ (1) - #5 BAR IN (SEE LINTEL SCH. FOR MORE IN (3000 PSI) CONCRETE FILLED (3000 PSI) CONC, FILLED EACH CELL CELLS INFORMATION) ( ) 8" (3000 PS 8"PRECASLINTEL W/(1)-#SBAR C N RET. E FILLED IN 3EL PSI B CONCRETE FILLED CELL-� #5 REBAR W/ 90 DEGREE HOOK CONCRETE FILLED CELL AT ALL DOOR AND WINDOW (SEE PLAN FOR LOCATIONS) OPENINGS (SEE LINTEL SCH. FOR 8"X8"X16" CONCRETE BLOCK 18" 0" CONCRETESTUCCO FINISH MORE INFORMATION) (MASONRY) COLUMN WITH (4)- #5 BARS VERT. '/2" DRYWALL (WALL) #5 VERT. REBAR IN (3000 PSI) IN (3000 PSI) CONCRETE FILLED CONCRETE FILLED CELL CELLS i _ - _ _ 1 X2 FIl2RING @ 16" OR 24" O.C. (SEE PLAN FOR LOCATIONS) #5 VERT. REBAR IN (3000 PSI) CONCRETE FILLED CELL STUCCO FINISH (SEE PLAN FOR LOCATIONS) F1 FOIL INSULATION -- #5 REBAR W/ 30" MIN. LAP SPLICE' — ----•-•m--�--- #5 REBAR W/ 30" MIN. LAP SPLICE STUCCO FINISH 8" X 8" FHA BLOCK WITH (1)- #5 BAR -- - - - -- CONTINUOUS — #5 REBAR W/ 30" MIN. LAP SPLICE _ 8" X 8" FHA BLOCK WITH (1)- #5 BAR CONTINUOUS 8"X8'%16" CONCRETE BLOCK 8" X 8" FHA BLOCK WITH (1)- #5 BAR (MASONRY) ALL CELLS FILLED VXVX16" CONCRETE BLOCK CONTINUOUS (veYaND9 WITH (3000 PSI) CONCRETE �. (MASONRY) ALL CELLS FILLED O * 1�(fl � ( WITH (3000 PSI) CONCRETE 8 X8 X16 CONCRETE BLOCK FINISHED GRADE (MASONRY) ALL CELLS FILLED F(f0 - {1E _ I I ! � � FINISHED GRADE • WITH (3000 PSI) CONCRETE (er'ovb) (( (2500 PSI) CONCRETE SPREAD ' ( I FOOTING (3)- #5 BARS CONTINUOUS r l t l (2500 PSI) CONCRETE SPREAD INISHED GRADE ��I - _ `' - _.�-- G (3)-# _ — FOOTING 5 BARS CONTINUOUS • .. ti► 1 (2500 PSI) CONCRETE SPREAD FOOTING (3)- #5 BARS CONTINUOUS (% Ol✓ " .� C TYPICAL COLUMN SECTION (COV. PORCH) TYPICAL WALL S • ECTION nts.. nts... nts... � : .. ... :.. SHEET NUMBER PAUL WELCH INC . dF MEEC'I-IAN/CAL ELECTRICAL CIVIL ENGIAfEERING 19845.W. BILTMORESTI SUITE#° f I.41 PORTS? LUCIE, FL 34984, PH0Nff(772)785-9888 E-MAIL (WELCH/NCVAOL.COM a,01 PAUIL WELCH, F.E._kLA REG NO 29945 (2) #5 IN FULLY GROLITI_D CFLLS ADJACENT '10 GARAGE DOOR OPENING AS SHOWN y - . rt dtE.ns::! :ry rf ..c:::E�, ai,::f Kys: 4hr..<'yy•,E'r. ! ;.7: '.fs..da,:.f .:�' ./v:^M:. �q. .. '. STUCCO CEMENT FINISH A FILLED CELL AT JAMB BLOCK (TYP) DCMU WATER RESISTANT COATING: - p. .. ° (SEE WATERPROOFING NOTE..#1,) L 1D RING ALL (3) SIDES CONTINUOUS :�— x3 P.T.P.r. WOOD nR �i _ WOOD TRIM 2x6 P.T. (SIP) WOOD JAMB FASTENED w/ 3/a"x5-Y2' �t 0 TR - (S.S. 301) HILT KWIK BOLT 3,EXPANSION ANCHOR (OR , 1 S S _ EQUAL w 2 SQUARE WASHER SPACED �si6" O.C:''MAX.' P T. WOOD BUCK WITH, SEALANT PER WATERPROOFING ' / APPLY PERIMETER .SEALANT CAULK. NOTE #4. AND ANCI-1013ED 'f0 MA,SONRY PER BUCK BETWEEN BUCK & WINDOW FRAME ATTACHMENT NOTE: - (SEE WATERPROOFING NOTE #5) STEEL TRACK BRACKETS I'0 BE. FA SII NEC) '10 WOOD 2x6 .BUCK w/ PER GARAGE DOOR, MANUFAC`fURER'S WATER SEE PROOFING NOTE {'6 I SPECIFICATIONS (OR AS NOTED BELOW) CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 ANCI TOR DOOR' JAMB AND HEADER 'TO 'Lr. BUCKS IIJ OHGD -TRACK BRACI<El"PTO P. DUC K _ BISECT ACCORDANCE WITH I MANUFACTURE'S .. 7' HIGH DOOR: 7 5 „ 0 CORROSION RESIST DU I INSTALLATION VT ( ) /e x Yg L N I N ANT PRO C T APPROVAL NS7 A'il0 REQUIREMENTS. HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. _. OHGD BUCK DETAIL :SLIDING -GLASS DOOR, BUCK. DETAIN F SCALE: N.T_S. SCALE: N.T.S. o S MANUFACTURER CON11tJU0iJS 1"'UAM INTERIOR. AIRS i—FASTENERS A.' REQUIRED BY WINDOW M AND WATER SEALANT PER 5T000O CEMENT FINISH WATERPROOFING NOTE #13 �y� J RESISTANT LASHING PER WATERPROOFING' CORROSION '2CSISTA F NOTE #2 FILLED CELL AT JAMB BLOCK (TYP) MARBLE SILL\ CMU WATER RESISTANT COATING /—CAULK'SEAM AT WINDOW INS'TALLATIOIV (SEE WATERPROOFING NOTE #I) � � - . _ (SEC WATERPROOFING NOTE #5) oR CMU WATER' RESISTANT COATING o a' GROUT OR ;t L___ (SEE WATERPROOFING NOTE #1) SET SILL IN FULL MORTAR BED a °''d - —.lx3 P.T: WOOD PIRRING ALL (3) SIDES t ' d CONTINUOUS �� y STUCCO OR f)ECQRATIVE CEIv1ENTl'T10U5 CC)ATII'1G — �- WOOD TRIM Jz DRYWALL C.M.U.ORROSION RESISTANT FLASHING—� \ 8" ' ' PER WATERPROOFING NOTE �/2 L P. T. WOOD BLJCI< WITH SEALANT PER WATERPROOFING NOTE #4: AND ANCHORED TO- Yh FURRINCI TO MASONRY WALL APPLY PERIMETER SEALANT CAULK MASONRY PER BUCK ATTACHMENT NOTE. BETWEEN BUCK & WINDOW FRAME \--SEE WATERPROOFING NOTE #6 — (SEE WATERPROOFING NOTE #5) ='* z ANCHOR DOOR JAMB HEADER TO MASONRY IN —_ STRICT ACCORDANCE WITH MANUFACTURE'S r p0 PRECAST CONCRETE WIND RE..SISTANT FLUSII PRODUCT APPROVAL_ INSTALLATION REQUIREMENTS. SILL AS MANU1FAChJRERD BY CASE' CRCTE 7R" (OR EQUAL) (EXTERIOR DOOR BUCK. DETAIL 'RECAST CONCRETE WINDOW MILL DETAIL _. SCALE: N.T.S. — --------S CAL SCALE N T.S + WATERPROOFING NOTES 1. PRIOR TO BUCK INSTALLATION TREAT 1HE MASONRY. OPENING WITH A CMU WATER RESISTANT' COAT'IfJG TO . SEAL TIIE.WINDOW /DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER, 'T'HE CMLI WA1F..R RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDAITONS. THE STUCCO CEMENT FINISH APPLICATION OF TFIE CMU WATER RESlTA14T COATING SHALL INCLUDE THE ENTIRE SURROUND OF TILE y y OPENING (SILLS, JAMBS, HEAD) AND RETURP4 WALLS OF THE OPENING 8' MINIMUM EACH DIRECTION. ALL t - � FILLED CELL AT JAMB BLOCK ('T'YP) CMU WATER RESISTANT COATINGS SHALE_ BE INSTALLED PRIOR TO BUCK INSTAL-LAIIONS. CMU WATER RESISTANT COATING } 2• INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. (SEE WATERPROOFING NOTE #1) 3, PRIOR TO BUCK 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 CORRC�5ION RESISTANT FLASHING` °; r♦ ` THE END OF THE W.000 BUCKS WITH SEALANT TO RESTRICT THE PASSAGE Of` LIQUID THROUGH 'CUT'. ENDS PER WATERPROOFING NOTE #2 P ;+ e': %a t x3 P.T. WOOD . FIRRING ALL (3) SIDES CONTINUOUS J) '" ZIO'2 G ) J ACE OF HE BUCK SHALL. BE COATED WITI-I A LIQUID AI h THE ENTIRE EXTEI T FA E ANL REIURN SURF T r: e . .a APPLIED WATER_ RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE SEALED OR METER SEALANT CAULK— APPLY PCR M ( �-r CC NOTE SEE WATER PG ))FINE #� SLOPED IN'A MANNER 10 DIRECT WATER 'TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR Bf`_TWEFATERPROC)N BUCK &WINDOW-FRAME �, SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAD AND SILT_ AS WELL. PAN FLASHING SHALL- FING NOTE #5) (SEE W-3 BE CORROSION RESISTANT (OPTIONAL NOT REQUIRED IF ITEM #1 INSTALLED}: P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO 5. PROVE 0 IN US 3 8" BEAD O S- , WINDOW DOOR FRAMES AT ALL PERIMETER ON FRONT DEG NT UO / SEALANT OIJ / MASONRY PER BUCK ATTACHMENT NOTE. AND BACK SURFACE PRIOR TO WINDOW:/ DOOR INSTALLATION. \ 6. AFTER WINDOW/,DOOR INSTALLATION` PROVIDE FOAM SEALANT BETVdEEIJ THE BUCK (OR PRECAST SILL.) AIVG TE: ANCHOR WINDOW FRAME TO MASONRY IN STRICT' THE S l D THE ENTIRE 3. TI IE WINDOW / DOOR ENSURE A WATER RE._doTAIJ1, INTERIUR AIR SEAL. AROUND III R _ PERIMETER- r_bnur-CurnlII n'AC r`(IAAPI F'TI V c�-ATcn - Accni?DAEWF WITH MANUFACTURE'S PRODUC-F _. -AT .... :' SHEFT NUNSF PAUL WE"LCHINC, aF ME`CHAN7CAL ELECTRICAL C/117L EIVG/NEEERING 198,45..W B/LTM'0RES7 ,51J1TE# I f4 PORTST. LUCIE, FL 34L984. PHOIVE' (77 ) 785-9888 EIII m PYYEGCH/NC0AOL COIN PAUL WELCH. P.E. FLA RE'rz A agci_rz Ik eulg,p& �Fs t - 1 a i , 0 0 0 , P. / \ , Dh -------------------- - e e ee e Qll ___..___ --__- e I e 1 ' %(fir'!• �' \ \\�\_ GFI------------ �. ..� I I / .`- - \` -i O t / -- ---------------- WP 1 qP / m "' F;"'t �' t ` ' s` a I. �° �o� iY ` _--I_II '-- \ � 1 . �eIL �IJ(`nyt(_ It \-_•_t ,-•.�-`- 1 I IIA;\, Lj.J; -'- ---, ---- ----------- \ \ \ - � g, t9G AC g -- GFI _/ n\ ,,1________________i______-__ �GFI 9 0- GFI 01 GFI R LLR- r - 41 _ e : Fa • t 3'-0' gam. F t i J� \ l ��- `mil- ,I, �r • e° i - L_ _____ ___. \ o ILL t ,R_< J t� f t a I \ I ctm t i I Y Y I ------- A/H --------------- --- -- — -- — ---- — — --- — --- ----- ---- I° - --- - ----- --- - --- -- 4P 4P - � e .r -- \ R C1� IIII ______ -___ - ___- WP // --_-------- ylh-_ ..____ ____---- - rt _ --___- .I ° I I - I�_._-_._____.__ __- -- \ 1---------- ._____________ ___ !. _ ^i 3 � L -- -- e. t ____ ____ / \u/ ABC 2 1 to 2 22ao � raga ELECTRICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 EDITION. 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTALLEDLIGHTING FIXTURES SHALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH-EFFACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE IIOV W/ BATTERY BACK UP ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 6) PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- VOLT, SINGLE-PHASE 15 AND 20 AMP CIRCUITS SREVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE OF ANY SINK. 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. 9 EXHAUST FANS TO BE VENTED THRU ROOF OR'SOFFIT. 10) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. ELECTRICAL LQ kD CALL S PER NEC 4746 S.F. @ 3 VA 14238 VA TWO 20A APPLIANCE CKTS 3000 LAUNDRY 1500 DRYER 5000 RANGE 12000 W H 45CO DW 1200 WP TUB (OPTION) 1200 REFRIG 1200 IRR. PUMP (OPTION) 1800 MISC 10000 TOTAL 55638 VA FIRST 10 KW @ 100% 10000 REMAINDER (c). 40% 18255.2 TOTAL 28255.2 A/C HEAT (5) 100°/ 36000 TOTAL 64255.2 VA 64255.2 240 = 268 AMPS USE 300 AMP SERVICE EXHAUST FANS SHALL MEET THE FOLLOWING CRITERIA: Ventilation rate. Ventilation systems shall be designed to have the capacity to exhaust the Ininianun air flow rate determined in accordance with Table M TABLE M MINIMUM REQUIRED EXHAUST RATES FOR ONE- AND TWO-FAMILY DWELLINGS AREA TO BE VENTILATED VENTILATION RATES Kitchens 100 cfm intermittent or 25 cfm continuous Mechanical exhaust capacity of Batbrooms—Toilet Rooms 50 cfm intermittent or 20 cfm contlmllDllS For SI: I cubic foot per minute = 0.4719 Lis, NOTE: SEE ELECTRICAL PLAN FOR EXHAUST FAN LOCATIONS. PAUL WELCHINC, MLCCRAN/CAL ELECTRICAL CIVIL E•NGINEER/NG 1984 S, W. Sit, TMOREST SUITE# 114 PORTST° L.UCIE, FL 34.984. PHONE (772) 7855- 9888 E-MAIL PWEL'CHINCOAOL. COM PAUL WELCH, P°E°_FLA REGNO. ,29945 no- C Uj r' UJ ULJ aN l Oil 1 SHEET NUMBER OF ( 28'_0:: 15 6" 14:_Q,. 1 q•-(q• 9-O" 3._O. 7'_O" 3•-0" 71._6,. 3.'_E' 3'_T. _. o ( ' Square Footage o --- . . Living— ---- - `-----4746 ---- —� . _- _ - - -- -- Entry-------------------267 Lanai ----------------548 Garage----- ---- ------774 Total ---------- --6335 °' 20 2 -0 ; I , bZ, a ---- i7 -- -- Roam - _ Covered \ -•----------- ---. --- n----------ivr Entry ivr - -- --- p0 SH 3040 cS ; q -' -j "roN Y 28'0"x29'0" ---- ---- --- - -- 4 0 SH-36 c.P. Door _ '-_ . L° - ----- _4 cH,4CC.fL,I J0o8o0 lov) i. 'I \14'-E�" ►J�1/►QS`JiI YVi,;I QO6"Room !- ---- , 15'4" T-0.Office �eng1 i ;Ceiling 14' Flat lCeiling Flat ; Hs � - He ClosetCI set ilin @10' Flat t _�-CooOA8° 54' Ceilin @13' po oo 4 cn = J Of lot 1 rltE 1 o d - - allwa 1 ��/ 4 14 • p b�vL1C �- - - 6d Fl.�f, 088 JO — _ A/C 3 lY -- Q8 - __ 3. 0„ - w _ o I !q a - fI m 10'-D" q y�-- O 880 V-6 n Living Room y $ hy _ .( Ceiling I f� it Ceiling @15 � Flat Jd q ! l I Ceiling 12' Flat I _------- N III 'l Of1�II' i4 l u o �806 QOS r ✓ o �. I -I ' u, ---- - - ------ .. 10 UA 8.41 20._6" Door Bedroom II 0 , eiling @10' FI t : �, ��/ Covered -- 4 ys 9ZS Porch -M � � th I 4_0„ I 4' 6" 3'0" eati 7E fi -= Ceiling @13' Flat " -_-- —� CO S 1 t I 088Z Ceiling 13 Fla ; 00 21-1" �� O I OD �/L/ a,r4 ( ' 1 o4------- --- --- ----- --- -- CO o' _ ..---- ---- --- --- --- ---- - ----- N : -- - ---' 14.0" --- ---- 14 0' CO oi' Hallway ru - — I •' I f"ji 4 -- ii V= f m I'Q�.�� T -- T� i� I o a 12 ors I � „ ' Family Room F a CBe r Ceilingy@15' Flat i �j ,, i Game Room L Tt g ,i • 1 ! o el Ceiling @15' Flat I n t CO i CO I ; ; ill ,n ' ' 1 ------------------ Co G I , , ' i N --- - ----------- --- -- ------- ------ ----- _ ssa�6� ssa�6d --- --- --- --- ---- - - 9Z M 0 9Z-HS 9Z-MS - I•' 9Z-HS — — , . - ______ ' Ark 2 1 23 6' 5'_0,;- -� 42'-0" — 7'_0„ 3,_p" It: .. - .. I j , I Planning& Development Services Department a� iO + Building & Code Regulations Division " E, 2300 Virginia Avenue, Fort Pierce, FL 34982- (772) 462-1553 a� _:' Certification for Design Load Compliance t 11 ', -- rl s o . : i R Project Name: NOEL RESIDENCE w� t3 .. _ � 15' 6" T 0" 3' 0" L7 U ill. i7.v6:M o - .. YI'_0" , . .-^- 'L .. r 'Project Address: 12103 RIVERBEND DR. PORT ST. LUCIE, FL a pD ap � t $ I''� 8 '" I t d •a i :I'o l..avlwi.4. I 9'_6': AP -&t 13� 0:: 11' 6" 3,_6„ g:_6:: 3:_6::. I. Permit #: Occupancy Type: R Construction Type: V - -. - - - -14 . �' - INSTRUCTIONS FOR USE: o _ _ _ iY IJ �u Irv` S ware Footage _� - _ - - -- - • This certification must be completed, signed, and sealed by the design professional of record. -S,--- g- _ Living ----------- -- �>'2'd q N . • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: :'- .' 9. -'^ .L.)�' l'"R , : `�� _ _ . --------- -...-- O o New Residences (single or multi i Entry 267 I . 'al noes (n `Joo '2our� _------------- (.t-I It-K I . o Residents o .,•-G-aaracge ;t - ,r r77 { o Any accessory structure requiring a building permit � a' ` 2'-0" s o 2' o" 4 o An non•residentialstruature. Total -- -TG I - r' Y _ . l AVV OPB ,.off ,'*4r , ,( & I 4 r 1, Note. Form not required for interior renovations provided that no exterior structural elements are affecterl slid AV ,I m certain minor building permits at the discretion of the local building official, Contact the #above for quest�ods. : ✓ -e Y :.an- ..•r �;: gP 8 e.. -o. DESIGN PARAMETERS AND ASSUMPTIONS USED. (complete all that apply) &M D/ l , A - -P ,F..AP � : `�i11 p i �l%1 G' : <^.. �R l . ' a,0�_i..% /�� C7� -- 1. DESIGN CODE: Florida Building Code 2017 Edition with 20 _Supplements using ASCE 7-10 '',': �1`'' ,;, :,` ,, 1 . . ' !I I �[, : - I - 'u . I H e ' . , (I �I'. .. .. - .. N %lI � s ,,, b.l �,r_--@ 2. Structure Desi ned as check one): X Enclosed Partial) Enclosed Open ` Y r //'4s •-V �' .. . . o ;� / IJ II r.: t^ ° . 3. Risk Category: I X II III IV Exposure Category: B X C . - _. / �. 0`-b / . � . a I or ,Ti=- Covered a _ r. . 4. Design Wind Velocity 160 mph 124 ASD N/ALRFD End Zone Width: 5 ft _ :.: :'- :.. - " _-. '1//_r�.�J -r r� 11, E/ „•� �/��1,�J1� jy' i g Y P — N ,., ,I �1 fL i Entry i �5 ; . % SH 3040 . S� (L .' � S. Mean Roof Height: 20 ft Roofpitch: a :12 Parapet: N/Aft % i . . . . , „ ®i , (' ; s�/ - y r, o .: .. L....: vv� . . _ I .. - .3-4 / 1.ale ��:� co 6 0 . . w 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 1� MRH, clearly label on all plan openings). .. ✓ / �/ _ - G'�.tyar,�H.. 1 .. aW.� . 4:-6:: to ui 5-6 ' �;L ^� MIS 20.5 20.5 35.5 35.5 / {i� v I I. Zone 1: Zone 2: Zone 3: Zone 4: Zone 5: Garage: k7 �} C _ y L� r r'; 32.5 56.6 -83.7 -38.5 47.6 N/A /. y' �c r lot? `v3 Toe 1% - d ;g a r �o 7. Design Loads. Floor. 40 PSF Roof/Dead. 5 PSF Roof/Live. 20 Balcony, • N/ PSF _ _ . (. F _-_-. _ --__- ___k� I 4 . 4 — N A . `. , -4 . " ..:. _ -- - ✓. • i i ' ' -- - ----.`D' ' __L' _+ ro .. Dock: N/A PSF Deck. N/A PSF Stairs. 0 PSF Fence: N/A PSF Railings. / PLF / CONCEPITRATED _ O, * / . ""- = I r Wall Considered For Structure? X Yes Not Applicable Explain Why Not: J t i.,�,IuL /� Ft W �q.L.L�� ; ✓ `O m i/ SH 36 0 8. Were Shea s PP P Y � .. a..:� :o � ;� S , r; ro s'-s' F' " BRG Wall'' ,! 1 " r6018 ----'-- _ __o, -- -- -- l -_ L f---- u s Load Path Provided? X Yes NotA Applicable Explain Why Not: _..' is L). �wtk11L . ,.: " ^`Yr ��: -. _. t �* .; „. .. 5 4 - ,' ^\� .. -- - ..j � ',r - 9. Is A Conti ou PP p Y i " ,Q A/61 1rD -. �'�� T ----- -- I. \ . t, . o i ------ --- i I E I i U . �AriG �` �, 1 s 5, 8,: 11 3: 6:: s:-:, /� ° 6:: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Re orts Submitted? Yes r �^ l �•Ip� - :I . _.D M AJ 2: E DESIGN PROFESSIONAL CERTIFICATION STATEMENT: n! k!/� f+ o T 1ri 6 - i�`f� _- 2:_0:: , 1 2-o m 0 Office ro mY 2 S` 2 1 29 Dining Room5, Py „I -. m c certify that to the best of m knowledge and belief, the attached plans &specifications have been designed to ty r � irl'i' I IZh #'B �: -t o - fv v / C6;ilin 14' Flat ;� r-s Ceiling @14 Flat .I:_6:: 3 0 A/c 3 fzrrL C, 'Yc A ' _._.. I 9 , � G a comply with the applicable structural portions of the building codes current) adopted and enforced by St. Lucie �. 7, -- co 1 i o . P Y PP P V "` - �' Hs U a elementsdepicted on these tans provide adequate resistance to the design , I .. - D County. I also certify that structural el me P p q g . a b HW Joo4 CI set I ro Her Closet o , Q. o . forces specified:11 ' ..- 4 a _ c k_ 080E I ` ----- ---- I i `---------- LL l Gelling c�l10 FI t I ..1 IPaul Welch PIE. 26945 / 5115 a `I _ i - _ r4' o I . o ro ro -- - --- ------ = -_ --- - -- l m 4 /L Print rdame Cert # & G®. CertAuth. { €.. tt"i' - It1 i d G r`�C O6' 'I" 4 @) :: ca rJ�(? it . Paul Welch Inc. . Q� -- `� P Ceiling @13' °o,.0 N c': s a 0 . T S' 4" _ ' :_ V - ON PLAN � o. - :, Arc __ - - Flaf - I Date, and Seal 1984 S.W. Biltmore St. Suite H114 Port St. Lucie, FL` . '>• M o _ s-10 h 6 0„ 13'-z" 2'- +' .� U :)- signature, _ m 1- `, 0 1 Company Name &Address a'. " . 4 � .� N C, : Hallway 11:_6: ' j Q ''it O ^ sl.ccuv i-orm it M-12 iievisea 3/15112 115) . m -- BRG ll Plannin aYc Develo nlent Services De at tntent— `°— - I g P P J00 - - - /k 1. .. __- . __ ____ _____,, 1 Building �c Regulations Division A ch g g �A ttEvJtJ Cf - to 088Z I 1 _. plrOdilCt IieV18SB �lff"IdaVli i y//'�,-•"''--'' f,' ,u8G„E9.'.F2i ')' `. o o I - _ tF.. - --'- -- - -- `^`�i --�% �i�� - -- �' ^ - --- --------i --- - - _ CcCzt1 ., i /1.A om o I I 2680 I ` I o b. ------ -- . . - -- Door r s° 41 .• NOFI- Applicant: -'. u, '. _ .-... .. -___ ___. - - --I - ng R Om I ,, 'I .u, .I Building Permit # ..! Owners Name _-, Pp - -._ ° �, _ ' ',- ._ 1 LIVI 0 - - I iR. .. I Ceiling 13' Flat -6"' Ceiling @15' T" m Tv tl 2�, .I:6:,� �c . . I 9 - - - .� I i. _ (Z�V � @ ro I Product I `oeoinD'Dss`I4n PI'oductlisted PAanulecturer Model'Nurnbe, Product Approval Glass' Method of Adaehment z 'I Pressures Pree GFEQip/`, Dest n Pressure +/_55 - MI —_ i-yeµ Number FL�1�4°Jyi1 T a Khr.f'aio P:t'-t7 y9 T/ zµriZ'a�o�r + r ---' Windows �.. 'i' .. Aso N.T. CM-IBy31 'Ft� 1y' 53.8 N 1/4, K!ti' wii. A;;�w+� aet,..t�....i;iur) Mullions '�.. �� .a M.I I:ES P✓✓ Fl>x/534�3. '' ry;'dG> 1 pvU TA-Pcc 5 ' °/IrowK I /q.. tU fiv zi, r. Fli ed cPnae aw-ray $ ry srz*- FLi- .. -'te-tr ...&w r i } kdt• 4 :.,, ,1 Y,p v �1.2V,j,1.�:.a_. 3aA 4x .' lf. t'-(p7 F'Lc '1'16 4oA oy2 a't2 Ir1 PA "":C li/S"So P'r1 To'S 6kv"12"I6 I( Sliding Qlasc D-Dora 12 V_ 'U0115 " t/_ r2I5 t1 I'"`,I I ZD F40 �l 2'Z 4'D(I fkpdcf 2'2'c 3lbu t•AIW_,__en itir l4P ,15 t6, Wr O— C. HFG CL6r'27 ,+/-'5b naeataA-TRu 5'aA-ofo% FL'G 2e4b3,4 NJ?. ')4'4•rIY4' lAiK, ELJS'�eo �F"`V�"'� Swirl Type Doors '' �M 6LV"' 4/- S'v " rticQN14 72V ilgcprtl 5T4e rtA zoA r,%, Z J9PAGT '.�"X I.YT`..y%a. III &"a T4 " o,<, French Doors A f Sri - too -t%AP? $g, • &IL N - OA 1o18. 13 N A 5 16'K 6, 1/Li"Ev i A-C 124 0SC+ Gerais Doors ELE/,e> , _ ,r'/8'�.V Hurricane Protection ,_1A L RoolVentllation %l �LL4 /•1p4 '� ' Rooflna Meterlal -S"i11 ,: __...-_a_I9 1. tN7EbRA LliGdF 5 /b'0!l2,Dr, NfA oN Tt'" ' ,. . . . : " .. .. LUOOJ I - Flat 1 v m ' -4 ro - 0) VI . 0:::.. WIC m - 1 1S'-1 ` i 1.. - , d� ro r -- U h t ---------- Ceilin 14 Flat -. <.. �D _ - - ---- e �s 9 l . �. .. I � " g . Il . l c w I a I m 7, i -1)i . N N I E I I I � _ 08 4`JS ,v ie^ .. y�T� � — . . - -------- I --------- ------------- — -------- . --- T__ —, 1, . I I ; . � I , . . I { ; 3 -0" _ f , 1 n n,1 ` m /� J I! i .,,-.:, 13 0 Wall .• 1 = ' � 'M .e' I „ 2 / l I 4 c:,, I I I� PVG� 3-0 21 -0. 4 ,I P K� : -, I . . I � I I I &-0 I _..tom - `.?�� N I .. I 6) . . 30 W v i. �o�i a (t rn w I s�J / --- --�- - Bedroom tl , d BRG W II I/4... �6t : �G' - " I-�30 0 Ceilin 10' Flat a rv�5% .h Matt yiLIT 5VE4 Ruaht y d�.� h i I 'l, n 9 ((._I r' g, %; ' � lai-f S 9Z"i.�S ,-.'° K-fey --� 14 , 13, 'I _N r . _, Half : o '14' 10° , :.- ..: , q'��t-t at14.JTi aV. 2'.� "�Zp _ _J 1 .. ' ' I - -. - of O ____— —,�' . > 'A / ! ., `�-..:A-^:'"! ` ____ __ r"Gt�L' �'{ 1 G1 L'' . `, p `.' ---- --- =--� -------'--i r . w Bath - . :�,;P-&,.".•^" 7.6 .g,_�„ 4:_0" I 4�-6" :3'_0" g...}. 3�_0,: �j V.. l-i- �/ r.-� f- {:, ' " I Theatre i 0e-9 1 - LL i f� - r"' r" / I ,l �- y u L' j l J Q �h n 4 ' . ---i �-- ' -- Ceiling 1�4 Flat N ti o, i1 \ - I - I ro or; otaZ Ceiling (cu13' Flat_ ,_- _.1 \ I' -1 -___.. `.. - -___.. :'Weilsots resistance to. the1 -10 p I �' N - I:.., ,,.. ,t/R.:if�.', ' (.,:.? _ j'I have reviewed the above components Di cladding and I havv'b"approved then use m this alructure:. These products' provide I I - 1 c� I I �i" DB R G. Wall _ � I I � M �" o � ' ' � CU '�„„„„..•�� I � `I , win!il loads and forces specified by current code provisions. � - � � ' I . ;� .. - `---------- - -- ---- --� =— co - o 0 8 l �l.iN (LOo tvi 1?R.RS ' . ( -a _ X. . Name: PAUL WELCH P.E____ I. _ rr. o - " _ I i7 Q' `2. o 'D] 1 �,•• .., o � .... i._ I I .i g.0 ..:' rA P S, i - PAUL WELCH P.E. 29945 Date: 1 a m I - _ : SG.-Ti i?:)' 1 2. �f' SGJ� ` Design Prof: Cert. No. —, ----- ---- ------------ ------------ --- -------- - o -- - _ --- - . ,- . . - -. N 0 I �_-�_ _ !mow „5-s _ - _ " 2.Rio5'a� - . _ -i t _ t11, o . Q�11 p _ o ® ;, Hallway ; I n ioa. Ct3�2tior? Qf2 '., - : . I , d ..'. , : I::If - I , . ; .... _____ _ __ ____ _____ _ _ _ _ _ ____ _ _ _______ n's 42: py - - iiiiacia i. % 1. . 1 6 NA I I Glass Glass I 11 R cA ; w r. 16"-'-0 9 9o: lass ------- _ s� a N — 4 5-1'I" . I I . �'B� .2'-8" - I i ��. LINTEL SCHEDULE Irr _. I q LINTEL #LENGTH/TYPE GRAVITY LOAD GRAVITY LOAD UPLIFT LOAD UPLIFT LOAD COMPOSITE BEAM L-1 4%6" 54" U-LINTELS 8672 :+ 3025 4202 Z fe cv 8F'24 1B-IT L-2 6'-S" 70" RECESSED 7915 2550 2758 2250 814F22 1B-1T I._3 4'-6" 54" RECESSED 8060 1500 - 4224 1000 SRF22 1B-IT .1 I--- = 4 B 2, 0 Came Room I 1 j��a i t 1h-4 — Z, e,: Tamil Roo 1.I, ' o" ! p f�kt� II,MT. MAY LJ';C 1., GrK 2'I. HOC I �i. L� t. — m La r111, ,., .. . . y „ t' I �"a 7 .I I Celhn 1A8 Fl�f ' -I`' Lu .. .Ceiling .. 9 @ TI ,,"T• 01 to a®.r� I.I 1, , n r ,R' @134 Flaf I hh t t i i Bedroom III v .. . , e ..: ID i c., ,: L'.:. ' I ;:' I. - --------- ' Ceilin 10' Flat _ + I. -. tI ., g@. 1sa". -----------------, :' NOTES': va = o i l ..:. ... isi . I : I 1.a I . oo CIl I I 1 THE'CONTRACTOp"SUBCON'; J2ACTOR 9, L,1ER'EG . SHALL VERIFY ALL o ,. - I." cv N OI i•, 2 I DIMENSIONS' CONDITIONS A P JOB SITE PLANS: SPECIFICATIONS ECT. t' 0 : "------"-'----'------ II 3_I w L D THESE BE am - - . .. ,. .. . ..-----------L -- -; D P L r T . ADDRESSED BY THE. F CR A8 N PRO SS+ S C? .' wrn I I 2) STRUCTURAL FEATURES N, DETAILED ON ES S (y ssaj6) 1 SSa16� ? 3) ALL WRITTEN DIM NSIO S CN THE ENDRAWINGS TAKE PRECEDENCE OVER I' Cn q �� h I I 5CALEDDIMENSIONS. i.: i j'. 9Z HS ,/// 9Z HS 9Z-HS 9Z-HS � i r,. TtnA .. - - ' ) '1'u,O� DE *- 1 : �. QO —C) _ 171 - _ .- _ , CONSTRUCTION MUST IDLY WITH THE FLORIDA BUILDING.CO ` � - - - 017, FBC 2017 RESIDENTIAL, FBC 2017 PLUMBING, CODE, EBC 2017 �„'�� - _ i (N y® g �LA2wQ , arc aro + M MECHANICAL CODS r FBC 2131 %ENERGY CONSERVATION, AND THE NEC (NFPA R "'rCD ¢'-•i r. 4 I L '� 11 70) Zola EDITION. I FfB p , t i . _._, . 2 1 NEGLIGIBLE WEATHERING AREA, AND IN VERY 101p i` B . . I. . r- ^ 5) H _ _ - -' tt4uce �oanrbent RESIDENCE LOCATED IN NEGN AREA PER FRC 301 Pecmr � ' . . y HEAVY TERMITE INFESTATION , - .._ st. vat �I O I�_. 3:_0„ 3-0".. �'_ 6'-6 �F-- 5:. 0:• 6'`9" I 5_g.._ I. :i. g,_61:... — : 232 -6:, - _ ..5 0" L .. 1 ``0. 7,_0�: 3' 0':' �. I .., - - APPLIED DESIGN PRESSURE (PSF) MARK ----�6 . I I E ZONE 4 ZONE 5 Area (ft2) H (-) N (-) 1 10 35.5 -38.5 35.5 -47.6 2 15 35.4 -38,5 35.4 -47.4 3 20 35.3 -38.4 35.3 -47.2 4 25 35.3 -38.3 35.3 -47.0 5 30 35,2 -38.2 35.2 -46.8 6 35 35,1 -38.1 35.1 -46.7 7 40 36.0 38.0 35.0 46.5 8 110 33.7 -36.7 33.7 743.9 LI uj ,F AMD I a ao r a 3116" SCALE GARAGESFLOORSURFACE 1) GARAGE FLOOR SURFACES SHALL BE OFAPPROVL+'D NONCOMBUSTIBLE MATERIAL. 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER VEHICLES SIIALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO A DRAIN OR TOWARD THE MAIN VEHICLE ENTRY DOORWAY. PLUMBING NOTES: 1) ALL, WORK SHALL BE IN ACCORDANCE WITH THE FBC 2017-.PLUMBING 2) DW V PIPING SHALL BE SCHEDULE 40 PVC. 3) WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE L COPPER, CPVC, ORPEX. 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN BLDG. 5) HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R-3 SHALL BE APPLIED TO PIPING LARGER THAN %" NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION. -- COONCRETE FOUNDATION NOTES I )SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 2)MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" aIIBCIRADE PREPERATION NOTES 1).THE AREA WITHIN THE LIMITS OF THE FOUNDATION- SHALL HAVE ALE, VEGETATION, TOP SOIL AND FOREIGN MATERIAL REMOVED. 2) CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. j 3) SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED, 4) AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE j UPPER 16 INCHES OF SOILS UNDERLAYING THE WALL FOOTINGS SHOULD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNIT DENSITY AS DETERMINED 13Y MODIFIED PROCTOR METHOD FOR THE EXISTING SOILS. IN -PLACE SOIL DENSITY I TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT A j FREQUENCY DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY OF THE UNDERLYING SOIL DENSITY, PRIOR TO PLACING CONCRETE. 5) SUBBASE COMPACTION FOR THE FLOOR SLAB FILL MATERIAL SIiALL BE j UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 95% OF THE MAXIMUM DRY UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR. j METHOD IN ACCORDANCE WITH ASTM D-1557. 6) CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR I. BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS, INSTALLED WITH LAPPED JOINTS, NOT LESS THAN 6 INCHES AND CONTINEIOUSLY TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAPE. j F'OUNDATTON SCIIEDUI,E i SW 8" CMU STEMWAL.L ALL CELLS FILLED WITH (3000 PSI) CONCRETE AND 45 BARS AS SHOWN AND 48" O.C. MAX SPACING WITH 16" D X24" W (2500 PSI) CONCRETE SPREAD iFOOTING W/ (3) #5 BARS CONTINUOUS 1 F-2 16" D X 24" W (2500 PSI) CONCRETE MONOLITHIC FOOTING W/ (3) #5 BARS CONTINUOUS S-1 4" THK (2500 PSI) CONCRETE SLAB W/ FIBERMESH OR 6"/ 6" 10/10 W WM OVER VAPOR BARRIER ON CLEAN COMPACTED CHEMICALLY TREATED FILL ST FORMED AND POURED STEPS PER DETAIL e "�_� REVISION PA Ul. WEL. CH INC. IM, CHANICAL' ELECTRICAL CIVIL ENGINEERING f984S.W. BILTWOREST: SUITE# 114 PORTS% LUCIE, FL.34984 PHONE (772) 785-98B Z-MAIL PWELCHINCPAOL. cOM PAUL. K SL.CH P E: FL.A REG NO, 29945 "® I, t' r a 1 r 7i _ a } ■ I 63' W 23'-6" 1N ,I r" '(�rv1i}G7 i 12C 1.p1't D Tis _.NMIU �k() )2oI2gDtl I� I� -- 33'-0" 1 SL6" 7,_0„ 3'_0" 7' 0" 3._0:. .-1. 6' /�..GLI fQ Lar t� `` (QPuTulc At 310 Fy. ------ ELECTRICAL NO 1 E i _ ro i 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH TIIE NEC (NFPA 70) 2014 EDITION 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING `ra ------ - / a eo ---------- _Z ----_- c FIXTURES SHALL BEHIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF TITS tl---'---------- ----- yp PERMANENTLY INSTALLED- LIGHTING PIXTURES SHALL CONTAIN ONLY / - a q HIGH -El LAMPS. (LOW VOLTAGE LIGHTING' SHALL NOT BE REQUIRED %- - _ TO BE HIGH-E FTACY LAMPS) 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN rt ° 4 5 SMOKE D CONDITIONED AND UNCONDITIONED SPACES. 4) SMOKE DETECTORS TO BE I10V W/ BATTERY BACK UP- ARC FAULT CIRCUIT _ ° ° rn ) ETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE (ID DETECTOR ACTIVATES ALL SMOKE CTORS IN THE R )PROVIDE'BRANCH CIRCUIT AR'.C-FAULT PROTECTION R ALL CIRCUITS 6 /--- _----___-\� ------ ------------------- n'gnµ e SERVING:FAMILYROOAIS,DININGROOMS,LIVINGROOMS,PARLORS, - - - c - _ LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS - -- FAN °° ° _ ___-_$ _ _ i o HALLWAYS, OR SIMILAR ROOMS PER F$C AND NEC REQUIREMENTS. �. j s 7) PROVIDE GROUND -FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- ' VOLT, SINGLE-PHASE 15 AND 21D AAIP CIRCUITS SREVING: pBATHROOMS GARAGE ' GARAGES, K3TCHENS, ACCESCT:I2Y BUILDINGS, OUTDOORS OR WITHIN 72" OF y cFl — EDGE OF ANY SINK. J 8) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10, OF ALL ..........._ 6' i� )I / i ° � A; �i BEDROOMS. Ca + 9) EXHAUST PANS TO BE VENTED THRU ROOF OR SOFFIT, / •� \ _i I r --1.. /.. I . _ _. /.-o.,...-- - . I0 PROVIDE 7'AIn_ U9 RESISTANT RECPTICLES PER NI,2' R]GQUIREMENTS. ___. � 7 1 t\ �\_ _\\ jLe -/ELECTRICAL LOAD CALC'S PANEL"B"- \ 5 P 6 T - - GENERATOR PANEL - ( 'GI:G� I ELECTRICAL LOAD CALC'S 5295 S.F. PER NEC 220 @ 3 VA 15885 VA TWO 20A APPLIANCE CKTS 3000 5294 S.F. (�? 3 VA 15882 VA LAUNDRY 1500 1 --3 \ �I , _ TWO 20A APPLIANCE CKTS 3000 DRYER 5000 II j LAUNDRY 1500 RANGE 12000 - �.:::.7: ' ___` __ _ e , W PGFI DRYER 5000 WH " � 4500 _ RANGE 12000 DW 1200 i -- ----- -- WH 5000 WPTUB 1200 .� ,. _ _.1. ___ __-__ _ ___ DIN 1200 REFRIG 4 II I > •,,\ WPTUB 1200 IRR. PUMP R 1800 .,�. �� ,1` i .-(a} t{a)- ` I ------------- A -T I 4 REFRIG 1200 MISC 5000 '� I I I 4 IRR. PUMP 1800 TOTAL cFi 1\ 1 I -,i "3 52285 VA ._(�_ �L.i. rn SONAIPOOUMISC 10000 , i ` 171 \ i TOTAL 57702 VA FIRST 10 KW @ 100 % 10000 \ I , I I . REMAINDER id 40% 16914 a C{ f�li i I. \ j I FIRST 10 KW@101% 10000 - 1F� . - a - - ._--�-.�' ^ f1>;I_ ________ REMAINDER (� 40 % 91� TOTAL 26914 101 Y - - /I Jr) \ \ \ 1 1 TOTAL 29112.8 A/C HEAT 0. 100% � 10000 i \ - A/C HEAT 0100% 4 000 TOTAL 36914 VA __ ____ / TOTAL 71112.8 VA 36014 ' •,, Y /,/ ° / -Il �, " t--l�'�7 `,�� `\� `� " e 7 112.8 240 = 153.8083 AMPS USE 48 KVA GENERATOR OK L �� D y7-i i / _ ,•M,nt1 \ ��\ ` `� i / 240 = 296.3033 AMPS USE 200A PANEL 1� PANEL "B" = 153 AMPS 1 •�� I _ 1 I, 296 AMPS - 153 AMPS = 143 AMPS REMAINING , __ rt -J I USE 300 AMP SERVICE PANEL "A" = 143 AMPS USE 200 A PANEL e' - I\ Ertl L----`. -_ -_ _ i uj , C� 1' .F y � a 4 / N EXHAUST FANS SHALL MEET THE FOLLOWING CRITERIA; I , Ventilation rate. � i - - Yerr(ila/ia: systems shall be designed to have the capacity to exlraiist the minimum air flow rate determined. in accordance with ° Table M I --- -....... ......... - -- ------ -- ---- -- --- -- _-__-- °Isl. TABLE MINIMUM REQUIRED EXHAUST RATES FOR ONE -AND TWO-FAMILYDWELLINIGS ----z L_ _, - --- 'LWp AREA TO BE VENTILATED VENTILATION RATES Kitchens: 100 611intertuittent or 25 cfm continuous Mechanical. exhaust capacity of Batbrooms—Toilet Rooms 50 efttt intermittent of 20 efm continuous ..'I uj Cz TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES ° � UPLIFT ID - UPLIFTDESIGN A, Al, A2, A3 & A4 2ND 3376 (l)-HD64 4565 (10)-SDS 1/4" X 2 1/2" & OO (1)-5/8"A.B. ATA 2ND 855 -HU26-2 1135 (12)-1/4" X 13/4" AND (6)-10d NAILS B, B1, B2, B3, B4, B5, B6, B7, 88 & 3376 4565 (10)-SDS.1/4" X 21/2" & 2003 2ND (1)-HDU4 (1)- 9/8" A.B. B9 C4, C5, CIS& C7 2ND 1289 (1)- HTS 20 1450 (20) -10d (18)-SDS 1/4" X 3" & (2) GR3 1ST & 2ND 4159 (1)- FGTR 5600 1/2" X 5" TITEN HD (1)-HDUS - 7870 (20)-SOS 1/4I' X 21/2" & GRA 2ND 5990 (1)- 7/8" A.B. (18)-SD51/4" X k & (2) " GRD 1ST& 2ND 4405 (1)- FGTR 5000 1/2" X 5" TITEN HD 3320 3965 (22) - 10d & (1) - 5/8" O GRF&GRG 1ST&2ND (1)-MGT A.B. (18)-SDS 1/4" X 3'I & (2) GRI 1ST 4888: (1)- FGTR 5000 1/2" X 5" TITEN HD (1)-HDU4 4565 (10)-SDS 1/4" X 2 1/2" & O GRM 1ST 4538 (1)- 5/8" A.B. (14)SDS 1/4"X 21/2'I & SEE "DETAIL AT GRM 2ND 5261 HOU5 COMBO 5645 (1) 5/8" A B TRUSS GRM 2ND BRG." GRZ 4845 (1)-HDUS 5645 (14)-SDS 1/411 X 21/2" & O 1ST (1)- 5/8" A.B. (14)-SDS 1/4"X 2 1/2" & SEE "DETAIL AT GRZ 2ND 4981 HDUS COMBO 5645 (1) 5/8" A B TRUSS GRM 2ND BRG." SIMILAR VALLEYS CONT. 100 # PLF- J- MTS 16 1000 (14)40d X 1 1/2" 1 11% 1 STRAP AT EACH END AND AT 24" O.C. ALL OTHERS AT CBS BEARING LESS EACH <1800# (1)-HETA20 1810 (9)-10d X 11/2" ATCBS 'BEARING THAN 1800# ALL OTHERS AT FRAME BEARING EACH <1000# (1)- MTS 16 1000 (14)-10dX 11/2" AT FRAME BEARING - LESS THAN 1000# TRUSS COMPANY CHAMBERS LAYOUT DATE 105 2018 CUT-SHEETDATE 10B 20018 NOTE: ALL STRAPPING TO BE SIMPSON STRONG -TIE AS SPECIFIED. NOTES: _ Q 1 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/ (4)- #9 SD X 2 1/2" TO SUPPORTING TRUSS AND (3)- #9 SO X 1 1/2"HALL TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR SBE INSTALLED AT EACH END AND 24" O.C. MAX. 2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN, EMBEDMENT FOR ANCHOR BOLTS(A.B.). 3 PROVIDE 2X6 VERT. BLOCKING X 30" LONG OPPOSITE SIDE OF STRAP WITH 12d NAILS AT 4" O.C. 4 PROVIDEIX8 WOOD BLOCKING EACH SIDE OF TRUSS BOTTOM CHORD X36" LOND WITH 12d NAILS AT4" D.C. TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TOR�; PVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS Br )RE INSTALLING TRUSSES. 3) CONTRACTOR TO VEII!rY ALL ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. 4), ,TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. j 16REPRESENTS A HANGER HANGER SCHEDULE. - - _ USE HUS26 FOR 2X4, SUH46 FOR 4X2 EXCEPT AS SHOWN - D CvvwT NO TRUSS ..ER ID FASTENER FOR CARRIED TRUSS FASTENER FOR CARRYING TRUSS /^±e GRH GRI THDH26-3 .(8) 16d mails (20) 16d nails GRA GRM THDH214-3 (22) 16d nails (66) 16d nails GRA GR.3 THDH214-3 (22) 16d nails (66) 16d nails. RB GR l SNP3 (6) Sd nails (6) 8d nails `Please refer to Standard Engineering package for general instuctian an installing hangers - 10d=0.148" z 3" 16d=0.182" x 3 1l2" 1, y. w J ` LL .I I V � W -� z V) W ® a W i � o J LLJ LLJ Co O I' Z i 0 I V i o�L =.w .....,„A -lam �li1TI�aN&� WFWW4TIRJj ulT�t-'t.�f 1Jo"1� A Gr It slave pj.PU �7r� r 4 ¢r, RED STUCCO CEILING NOTE# 12 Diu T PI i!13111=Illy{6t�!t SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION ---- PRE- ENGINEERED WOOD TRUSSES @ 24" O.C. (MAX, SPACING) "SIMPSON" STRAPPER TRUSS CONNECTOR SCH. ROW ) 8"R8" CONTINUOUS CONCRETE BEAM BLOCKW/(1)-#5BAR IN (3000 PSI) CONC. FILLED EACH CELL 8" PRECAS LINTEL W/ (1)-#5 BAR IN (3000 PSI) CONCRETE FILLED CELL AT ALLDOOR AND WINDOW OPENINGS (SEE LINTEL SCH. FOR MORE INFORMATION) -- - #5 REBAR W/ 90 DEGREE HOOK I8"0"CONCRETE COLUMN WITH (4)-#5 BARS VERT. IN (3000 PSI) CONCRETE FILLED CELLS #5 VERT. REBAR IN (3000 PSI) ----.— CONCRETE FILLED CELL (SEE PLAN FOR LOCATIONS) ! STUCCO FINISH i #5 REBAR W/ 30" MIN. LAP SPLICE 8" X 8" FHA BLOCK WqH (1)- #5 BP CONTINUOUS (6tCcwc` 8"X8"X16" CONCRETE BLOCK (MASONRY) ALL CELLS FILLED WITH (3000 PSI) CONCRETE INISHED GRADE (2500 PSI) CONCRETE SPREAD FOOTING (3)- #5 BARS CONTINUOUS �00 ()10 �^^ PAUL WELCH INC, A3)ECHANICAL ELECTRICAL C/Y/L ENGfAfEERING 1984S.W. BILTMOREST SUITE'# f 14 PORTSr if.ME, FL. 34984 PHON-C(772)785-.9888 E-MAx PwEL:CHINc@AOL,.COIb( PALL WELCH, P.E. ):LA R.EG No. 29g45 1�1 • 3, wri on 222m n maE2 S a�a S rr r o m aai �+ o' rnm m d a c `oMEEa na6¢ 0°aL'E mma a' M E S U a o E m m m aH m UUUO m c mnm c �«'• nm m E $ E o0 cLi �...�-> >>.= I Ewo cO m mS - c �n b a m a F_ O' m `m E ?c.L5 o :E o 0 Q o �o S ._ m c m m n ` .E2 S E L o a c°} ya= EccUUEanaE °E.a?n m o(S3cE-W' ... 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