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HomeMy WebLinkAboutPLANS 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 _ - -- Planning&6evelnprnent Services Department SCALED DIMENSIONS. S Building m 4)ALL CONSTRUCTION MUST COMPLY-WITH THE FLORIDA BUILDING CODE 2300Uirginia Avenue,Fort Pierce,FL34982•-(772)462-1553 (FBC)2020, FBC 2020 RESIDENTIAL, FBC 2020 PLUMBING CODE, FBC 2020 Certification for Design Load[°mpiiance MECHANICAL CODE, FBC 2020 ENERGY CONSERVATION,AND THE NEC (NFPA Project Name: MEUS5A2 . •ro)2017 EDITION. Pro)ectAddress: Tao 5) RESIDENCE LOCATED iN NEGLIGIBLE WEATHERING AREA,AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 301. Permit#: Occupancy Type'- R Construction Type: v 6)ALL ADDITIONS, REPAIRS,AND ALTERATIONS MUST COMPLY WITH THE F.B.C. INSTRUCTIONS fOR USE: - - - 2020 FOR EXISTING BUILDINGS. •This certification mustbe completed,signed,and seated by the design professional of record •Submit(2)copies for residential,(3)copies for commercial withall permit applications Involving the following: a New Residences(single or multi-famlly) o ResldentialAddition oAlry accessory structure requiring a building permit oAny non-residential structure- *Note:Form not requ$redfor interior renovations providedthat no exterior structural elements are affected and IF t_ II certain minor building permits atthe discretion of the local bullding official,Contact the#above for questions. DESIGN PARAMETERS AND ASSUMP EONS_USED:fcompleteallthata 1} 1,DESIGN CODE,.Florida Bulldinp Code 20207th Edition with 20_Supplements using ASCE7-16 2.Structure Designed as{chedcone}: X Enclosed PartiaftyEndosed Open rl:u5 5 3.11iskCategory: •-I x It III V ExposureCategnry: X B c D O L`b I L-b CANIIL�Wk 4.Design Vilnd Velocity 160 mph 124 A50 N/A LRFD End Zone Madth: 5 ft O O - -- - Z S.Mean Hoof Height: 15 ft Rorrfl'iTds: 6 :12 Parapet: N/A ft • • • • • • • • • 6.Components&Gadding Design Pressures Used,jPSF,based on losqft @D 35'MRH,dearly label on all plan openings): li �G G� It • 16.0 16.0 16.0 27.6 27.6 26.9 Zone 1: -25.3 Zone2: -44.0 2ane3: -65.1 Zone 4: -30.0 ZpneS: -37.0 Garage. 35.6 pq11 it 7.Design toads:Floor: NIA PSF Roof/Dead: 7 PSF Rnnf/Uve: 20 Balcony-_ N/A PSf U x I6 , Dock: N/A PSP Deck: N/A PSf Stairs: NIA PSF Fence: N/A PSF Railings: N/A PLF/CONCENTRATED CONC. B.Were Shear Walls Considered For Structure? X Yes_Not Applicable Explain Why Not 1 CaUMN I - 9.Is AContinuous Load Nth Provided? X Yes_NotApplicableExplatnWhyftt I LOWW-12 F0PCH W/ #y 13AR5 , cc • I _ 10,Design$all Bearing Pressure: 2500 PSF SoII Test Reports Submitted? Yes - _ DESIGNN PROFESSIONAL CERTIFICATION STATEMENT: ` !certify that,to the bestof my knaMedge andbeflef,the attacked Plans&specifications have been designed to • 0 comply with the applicable structural portions of the building codes currently adopted and enforced by SL lode County.I also certify thatstructural elements depicted on these plans provide adequate resistance to the design MAj I* 17II�INCt}2.M. �_lO forces speadied: 11 Paul Welch P.E. 29945/5115I7Iry.00M iPrint Name Cert#&Co.CertAuth • • • • • • •It IrGW,55 _ .. PaufWelchlnc. I 1. Ili - 1_ 11 ON PLAN 5/20/21 I } signature,Date,and Seal 1984 S.W.Biltmore St.Suite#114 Port St.Lucie,FL Company Name&Address - • t t s l Sl,LWV Formic UZU•12 xavksed J/15112 ps} Oil - Building Drrrpartment Product Approval Submittal Affldavlt O g,_ tk DOORIWINDOW SCHEDULE Penn t If E3uE d ng IA dress:ON PLANS Cantractor:0 • S _ _ 4 pen ng c e u e: w ng oars, ver adDoors,311alng anrs, Xe ass, n ows g is • K NON-MA,RING Opening fD FL#or NOA# Product Model# ManufactuErer i I W,I.0 � � � _ 5 � LIVING Room 4"F W&L 1 (37 QIi W X 63" H) (DBL) SH25 WINDOW Glass Attachment t4lhad Type,Size,Spacing& Bulldlr�g Product _ -` (fYP.) Description Embedment: FROM CORNER/ Design design - O O - p pfSIANCE Did- Pressure Pressure W,I.0 ' cc � ;�,z,0,&4 FLf# S.#i.wlNoaw 185 Stu MI wo�uouus& r 1 -- 2 (37!'' W X 63" H) SH25 WINDOW 17499.1 DOORS IMPACT . 1/4"X 21/4"OI EMBO.TAPCONS @ 2"/l6t'o.C. SEE ELEV. �j;53 .. � � ) ® \/ � 3��tt'�Ky�N�i �WW L I I II ` " EiE.LtfYY. all all slslmrR 1 xjz"�16�,EMesla 'A>�coNs srt j� 'r T 3 (3.7 4 W X 38 g H) SH23 WINDOW s FLU xa4ss.s w�sIQrEIrE smal�Tff51'All THERMA-rRU rf/a ' O.C.o,C.MAX 5EEI� r. a j-inn „ € ? Mt W11,40 a 1 �vw� tf'�X f 114 '- a c_ It. �_ EE Of ve ® fir II 6. S�,� 112v�J ,�l 1�0 � POOR -X44P4CIT �eC7 �r�S � Glr/16" S.G. . SEE ELEV, 4/-SS' � _ W/C ° �� 4 27 W X 26 H SHIA2 WINDOW 0.2WO9:3 ZE = L`7 4 �' tt .. k 073 CLaPA�r BLDES 1/4"x s.xjx;''fl�,EMBED TAPCON5 @ 3"FROM ` Q �IrCI�N 5 3°80 S.C. DOOR W/ (1) 12" SIDELITE 7 FLY 16546,5 OHD N/A , SEE ELEV. +36.42 PRopUCI'S ENDS AND 7� O.C.MAxo.c.MAN. = MASr<rI; 1 H0�t31E3 Attachment tVFhnd: Bldg, Product; ! - OMWOOM LIN, t'.� ' II W/C I I w • - ( -- '-- k_ tI I_ EI I_ II 6 808° SLIDE GLASS DOOR PRODUCT MOt]CsL# MANIfFAC U411 Type,Size,5p n8r Em6edrnerit,Stiffner,Etc. Design Design - ,€ - I HALL 13R H VM, 1i Q 0 Pressure Pressure L-�I O , IY It II 7 16080 OVERHEAD GARAGE DOOR NE?A f120-0814.1 D f.AWSCtN tIV1]f E5i f{iES INC. "X 2r'!{1/E3"/4 •ANGU TO MULL.W/(2)-r114 k_ 11 ® L W.0 MULLIONS Vertical Mullions tl 11 SEEELEV. ' 1f-Es"B W • � sMs s/ss �A�tN��/a IrMI�ED it�o cors� , FL#1835s.i. 1F E]FLNG NAILS PER SH ° W CLSr O G 8E1RCfpi: TAMKf7 Bf.l)t3.PRQI]I]UCTS (fi}11/q E.Gi9 IHGir t A Z 8 SOLID CORE 20 MIN FIRE RATED DOOR HERITAGE ' - 1113A1 O O ' - MEN L;E41�):M'i'S OF E'tiElDUCI'APPl1dVAL) • L I, L u S t) UNDERLAYMENT . 'FL#2569.1 PEEL N STICK SOPREMA INK I NIA SELF ADE- E TO WOOD DECK =90.3 Aso I'I05e 0113 tk KNEr 17 I_ II _ it ' I_ II tl k_ €€ B 2 8 H.C. INTERIOR DOOR Nufricandf - II _ Panels 1 _ 5rh LANOZY. ® LINEN _ - GLOW C 2°8° H.C. INTERIOR DOOR have reviewed the ahflve redact appravai Information and approve It. A/C CU = / \ rDYEt? It Name.,Paul Welch P.E. Certincation Number:29945 6 El - - ♦ D 2 8 INTERIO R DOOR 5W 0 " W/C 919POOM #2 MAIN I:G55 E 6°80 BI-FOLD DOOR IN5LLAT NON r3�G Q ' w/ �-II WAIL I3IrI?I;DDM 43 - A! I I F 2°8° H.C. SWING DOOR }� 461t X 36t' -t L-2 O CONM9 - /_ I I - G 3480 CASED OPENING W � �G 55 ti H 3°80 CASED OPENING C) d- 22 x�4 kl II L 4 - II J 2680 H.C. INTERIOR DOOR (SWING) ,--,• . . � � AMCrri ACCI~55 � � EF-- LRqTEL SCHEDULE ENVY O C� o L�tTEL LENGTH/TYPE SAIL APPLIED APPLIED COINPOSITE UPLIFT BEAM kk 11 �• GRAVITY GRAVITY � LOAD LOAD LOAD L LU 1A 17'4' 208"PRESTRESSED 1326 200 52 100 8F20 1B-IT -- I� 3I2 8RF131B-1T L-2 5`-10" 70"RLCE9SEll 4242 908 19 L 3 5"40"' ' 70"I]-1:3114 1.S 2622 NIA 14 NIA 81i 2 IB-IT - L11 4'-6" 54"U-LINTELS 6133 1i15fl 27 942 SF161B-IT � d Icc -� .115 4'4'• 52"RECESSED 5206 200 23 100 BRF13 1B-1T I.•6 7'-6" 90"U LINTELS 2661 1630 16 1300 8F161B-IT Ir-�.......,.___. -- --,...- ------__.._.-- GIWEP,13Y M55 C0•� - a Z 100 8F16111-IT i®I (p �- Ir7 2'»10" 34"U LINTELS 3480 200 18 � 8"CMtI WALL COL @ 9'_�I I . L•g 5'»10" 70"V LINTELS 4360 423 20©' 375 8F161B-iT ( ' (rn,) 0 - L•9 9'-4" 112" U-LINTELS 1843 200 1I� 100 8F16IBAT U-E..114tr_-L45 r2 ><DOa $K13 l+3-!T #g C3A1?VI;i?r. IN(5000 PSI) 1Y13TEt wi ENLIN�c is tier�ATuOus LocATlONS,WORST CAS$LOA�'ID�Si1C3Wi�i • ' � CONC.FILL W IaLL5 NOTLyt PROVIDE"CASTCRETB"PRE-CAST CONCR.EE LINTEL AS NdP ON PLANS. I • a - . ._.._..................._..........---.,_........ ._.,...._.._--- • • • • TABULATIONS 0 0 tl 7 L I II LIVING: 22148 SQFT kl �., it 1_ kl 1_ 11 i_ It k�tr k_ Ik 24311 k, ,t COV. PORCH: 212 SQFT II ENTRY: 139 SQFT „ GARAGE: 512 SQFT TOTAL: 3,011 SQFT PAVI WEI CH INC. MECH-ELECT-CIVIL ENG. THIS ELECTRONIC SIGNATURE &SEAL/s CERTIFIES ALL SHEETS IN THIS FILE 1984 BILTMORE ST.#i14 PORT SAINT LUCIE, FL 34984 FLOR� p! Q [ PAUL WELCH P.E. , I Ll ll V �CW.I; 'II r_Ott FIA REG NO29945 SHEET NUMBER OF FT Digitally signed by Paul Welch PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING aul elch Date: 2021 .07.14 13:12:49 1984 S.W.BILTMORE ST. SUITE##114 04'00' PORT ST. LUCIEr FL 34984 . T1T,Tr'17Ni?, (".''7"31 ']�c r�4inr, r• E . .•.t,•?":i f .FfT.3✓''^A r�. F`•�1 TYPICAL-.. HIP/ KING JACK C NN f O ECTlC714 -- CORNERSET GENERAL SPECIFICATIONS MAX LOAD: 55 psf Roof Load, 1,75 mph, ASCE r oo plea I ; f ; 7-10, Exp. B, C up to 60' Mean Roof Height and 12 , 1 , Exposure D up to 30' Mean Roof Height. O �� �f� � iQ •,o y^} 5111N� L-O I (ttf,) I yELEVATION Attach King Jack w/ (3) 16d � PLAN Toe Nails @ TC & BC ` -1n Attach End J ck s w/(4) 16d Toe ails @ TC •,� & (3) 16d Toe ails a@ BC `fwt4 • , • ,• • • •. - • • . ROOF SHEATHING NAILING ZONE . , f ��•• • • . • • ,• .. (TYPICAL GENERIC ROOF PLAN) A 4 FEET � o- •' •1. •. • . .. ' ••r•• ', • ..... • '' • ♦ • .' •. , r k r V11 �,(���[ vl . •. \ •• • • \ .. ,' ,�, ROOF SHEATHING ATTACHMENT REQUIREMENTS - NAILS AT 6 .. • ' ; \\. � •• .r • . , , \ . . , - � � . ' ', I `O ZONE 1: " Q.C. PERIMETER AND 6" O.C. FIELD O,H, Attach Come ack's > w/ (2) 16d To Nails •7 „ Sil1CCO ZONE 2E &2R: NAILS AT 4" O.C. PERIMETER AND 4" O.C. FIELD © TC& BC // !calfi 388 �6 NN15H . +358 { ZONE 3: NAILS AT 4" O.C. PERIMETER AND 4"O.C. FIELD C) \ h� NOTE: ROOF SHEATHING SHALL 8E 19/32" CDX PLYWOOD SHEATHING 38. . FASTENED TO ROOF FRAMING WITH$D RINGS BCR803.2.3.1) :.. r a• HANK NAILS(PER F ... SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE PFf �1.�VATON 5CALI I'_�!, SHINGd.�S CALCULATE ATTIC VENTILATION CEILING = 3011 SQ. FT. (1YP) 3011 /150= 20.1 REQUIRED VENTILATION 236 L.F. OF 6 " X 18 " VENTS @ 48 '7 O.C. = 44.2E SF/2 22,1 SF AVAILABLE FOR CROSS VENTILATION ; 22.1 SQ. FT. > 20 SQ. FT. VENTILATION O.K. ; PROVIDE 6" X 18" SOFFIT VENTS 48" O.C. 51tjc�o\-- - r SHINaL 5—' r: +teeNNW : ' : ' 5TUCCO M • Ld k TYK): , /� LU 5Hwae5\ Of UVATC III t !E m -- - Q z 00 12 --� & • ROOFING 1 UNDERLAYMENT!SHEATHING � CO PER TYPICAL WALL SECTION 2"X 4"LADDER FRAMING AT 12"ARCHES O.C. 10`-8"1OP O�G11:f7�t? 2"X 4"DIAGONAL BRACING AT RIDGE WITH(3) . 18d NAILS EACH END(TYPICAL)--^•' SOFFIT PER PLAN !! ' ALUMINUM DRIP EDGE OVER 1"X2"P.T: � . . . 2"X 6"PRE-PRIMED SPRUCE FASCIA t• 'fop or COL, - ••• - •. ..• _ • .• .. ,• - 8=..GEE TRUSS BY TRUSS COMPANY STUCCO 1 WiRELATH I VAPOcon R BARRIER!SHEATHING OR. � _ _ PER STRUCTURAL NOTE#13,SHEET A104 (iYf',) METAL FLASHING �' S11dGG0. t� : 359 . ROOFING!UNDI=RLAYMENT ISHCATHING � . .PER TYPICAL WALL SECTION GP+33.9 +3E76 O=.Ott F.F.E. CEILING PER PLAN USS BY TRUSS COMPANY MOW �LF Y / I�ION 5C&E�!! � �E�Ott SHEET NUMBER .` OF MECH ELECT-GIVIL INC. PAUL WELCH INC. NOTE : MECHANICAL ELECTRICAL CIVIL ENGINEERING T n CT/� 1964 BILTMOI3E ST.#114 BOS ! �_HIP� DETAIL AI L PORT SAINT LUC] , FL 3498¢ 1984 S.W.BILTMORE ST. SUITE#114 TRUSS TO WALL OR BEAM PER PAi�L WELCH P.E. NO SCALE TRUSS CONNECTOR SCHEDULE FLA EXEC hIQ?9945 PORT ST.LUCIE,FL 34984 / * T.$Trnj\jT f773� ^!flr .nron '('�_�1.T ' iI �_' /'sr77�,j• 1^. i� r f'' rt _ — TRUSS CONNECFC}R SCHEDULE -- - -- TRUSS ID BEARING POINT TRUSSACTUAL EONNECTOR CONNECTOR FASTENERS NOTES ^, 01 UPLIFT 10 UPLIFTDESIGN `� B4 1ST 1749 1J HETA20 1810 (8)-16d 2ND 1797 HANGER BY TRUSS 34' 0" �5' 0'1 . tV Cq \ �1 OI\ " I 011 � fj 011C[ 11[ 15T 225D710!I 21 0l\ + [ 11 1 l [ 1; )1 1 }1 1 f 1 " 1 1 1 \ }! 11 " 1 r1 11 )1 I 1 1 t! ! 1 �1 1, ]1 1!' � [ 2 ' CS 1}-DETAL20 2480 (1010dX11/2" T c r RAM - tv c� N - Q d'. �y - - Q1 lsr 21s 5/B,•aB. ER FANG. t— �' Q Q � Q T- -3 50 (16)1/a"X3"3�3&(1) I CL3 {1)vGr 49aa (z U V G' Q Q ¢ ¢ Q < ¢ V } V U V 2ND 4672 (1)VGT 4940 Q 5/8"A.B. m m C @EA COLUMN TO " y / FGS, FG2 AND FG3 EACH 834 {1)-HETA20 1810 (8)-16d GIRDER �+ f , CJ I " 1 ,1 - L CA JACKS SSf <500 HEIA20 1810 9 O-10d x 1 1/2" VERIFY _� i, r 2ND <S00 NAILEDPERTC t y. CJ31 i \ / \ ( - n' CJ3 © VALLEYS CONT. 200 PLF ( )-MT516 10aa I—)-10dX11/2" 1 / 0 .�I _ T 1 STRAP ATEACH END AND AT24"O.C. 60 CJ51 = /� \\ ♦ / EJ5 W ALL OTHERS ATCBS (� BEARING LESS THAN EACH <18000 (1)•HETA20 1810. (9)-lOdXi1/2" ATCB5BEARING 18001t I 011 / ^: ,n C` ,� \ Q ALL OTHERS Ar \\ \ I ' f ]�jF FRAME BEARING EACH <10000 (1)-MTS16 100a (14)-10d X 11/2" ATFRAMEBEARING EJ71 �. \ /0 16 Z 1 EJ5 LESS THAN 1000H BUILDERS FI RST N \X♦ \ / ~ V' / / TRUS5COMPANY SOURCE LAYOUT DATE TBD CUTSWEETDATI BD U. 1 ^11 EJ71 ` \\ �3 EJ5. NOTE:ALL STRAPP INC TOBESIMPSONSTRONGTIEASSPECIFIED. U ` \ \ \ \ \ 1 \ \ \ �S \ \ \ \ NOTES• [ It " 1 / \ ♦ ` / \ \ \ \ \ \ \ [ � � 14 I3 \ _ Cl)VALLEYTRU55E5 MAY BEAT'TACHED WITH SIMPSONVTCfiW/{4)-i195QX21/2"TO SUPPORTING TRUSS AND(3)-H95QX11/2 \ ♦ ` \ \ \ \ \ '\'z \ J \ , 8 \ TO VALLEYTRUSS IN LIEU OF MT516 AS SEATED.ViCR SHALL BE INSTALLED ATEACH END AND 24"O.C.MAX. [ I 11 , , 2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12"MIN,EMBEDMENT FOR ANCHOR BOLTS(",). EJ7 - - �. f �• 0 • \ \ \ \ \ €. \ \ \ \ � EJ5 _ 1 II ♦ \ , 1a\ \ \ \ ' \ \ \ \ . \ ` 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. EJ71 / ♦ / \ / \ \ \ \ \ , \ \ \ \ \ ` EJ5 2) CONTRACTOR TO PROVIDE PAUL WELCH INC.,AND BUILDING DEPARTMENTWITHENGINEERED \ ` N TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTOR Tg VERIFY ALL EXISTING ROOF CONDITIONS,AND QIMENSIONSBEFOREORQERING, AND INSTALLING TRUSSES. - \` `� V \ I \ \ \ \ ` 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BYTRUSS COMPANY. EJ7 t. \ ` \ \ \ \V \ \ \ \ \ \ EJ5 5) SEE TRUSS CONNECTOR SCH.FOR TRUSS TO WALL CONNECTIONS. EJ7�� \ EJ5 N TE.: • . . _ �� / / � / / �/ . 1 / / - / / F®1� MI��EI''�TF�U�S C®NNECT�If��.AT ' // / / // / /. . / ♦ ! / ,-� EJ5 . BLOCK WALL$ WITH 1175# UPLIFT OR . EJ7 / / / / / / / / / / / / ♦ ♦ / % / / / / / / LESS, PROVIDE '"SIMPSON'" HTSM WITH �? . (4) 114" X 1-314"T{TEN;ANO (10) 10d. EJ7 : / / / / ♦ / / ♦ / // / EJ5 FOR MISSEI? TRUSS CONNECTORS d' ` /� / / ♦ / / n / / / ♦ / / / / ♦ EJ5 FOR TRUSSES WITH 1175# UPLIFT / / / / / / ♦ / / OR MORE' CONSULT ENGINEER FOR EJ7 - /� / // // / / // : //. / // / / ♦/ /♦ // /♦ EJ5 ADDITIONAL TRUSS CONNECTOR OPTIONS EJ7 . / / ♦ / ♦ / / / / / / ♦ / / / ♦ tD 1 EJ5 �/ / / / 1� M / / / / / / / /� ♦ / M EJ7 EJ5 ol Hatch Legen .�- EJ7 E.)J� 1 1 In Ln EJ7 - . EJ5 9 mI �hL i AmF-mF EJ7 r9 _ EJ5 EJ7 ►_ - EJ5 EJ7 - 8 r ....1 EJ5 LL., O G3 V4 111 d EJ7 �: - r F V� EJ5 d- Ld V10 � cc w co f ��',, co w G3 V5 N EJ7 - � N N N � N - r CJ3 i— � ., J1 p u 2 ^� 1, _ 0'-8 '.. LNG TRUSS END DETAIL W D2 .� C� +' G2 �- D2¢` ti o - v v v s o PLUMB _Q CUT OVERHANG 12 z 1 . C 1 51 011 dr 6 Q. I--- FG 1' Oa Lj c� 0 C?3 M M ce1 m M M © D2c � W �—�W W W W W W W U N 11 • � 0 4-31�6 ip I I N HEEL HEIGHT , � •� 1 —4 FLAT , D2 :: — TOP @ 101_811 PROVIDE RO VI DE. BTM II G 9' 4" © ' ` BR @ 9 .4 @ �' 1 D2 `'� o 191011 1-0E1 CJ1Co m Co m r - I CA 71/ W W W W W W W U W W U MuLWELCH INC, PAQ,,,I-WEB CH INC. ' 'y 5I-fECT nl(.IIvIBErj � R� MECH-ELECT-CIVIL.ENCI=CFI�I;tIC�,i, ' • X I;CT�idC/�� GI+fII `NGI.N. ERiIC ' 198`� S.W. HIL"E CJR ,'`� �� 21' 4" ! 11 I If 1 fl r II 1984 BILTMORE-ST.#114 M. E~S-T-'SMITE#114 3 6 4 8 14 2 15 4 PORT SAINT LLICIE, FL 49s4 PO.R-r SAINT L,'U:CIE FL�34984 �: � : OF PAUL WELCN'P:E. f FLA REG NO.29945 PHONE I~rY Ah- 7 59 D ` (772—) 785 -P888- r CH1NCour �r.•,'. PAUL Y1CrLCH P.E:-. FL. REG. No. • y .„.. __.... .,_........_ _.................._. .... ...... ....._...... -. _ ca,:'"..T�'i"siib7RFR*f![�C"L'1nia .. MASONRY WALL, SEE PLAN #5 REBAR 048" Q.C. (MAx>) & AS SHOWN ON PLANS _ Q)CURB ' 4" THICK (MIN.) POURED > CONC. (2500 PSI MIN.) FINAL GRADE ---'�- - !., ,:-_- ► ; 12" MIN. EMBEDMENT F, BELOW EXISTING GRADE 3" MIN. (2) CONT1NUous ItEeAR 1,•-4.! 6,! C EAR COVER (TYP.). 6X8--•Wi.4xWt.4 WWM DOUBLE WITHIN 3 FT. FROM FOOTING (TYP (OR FIBERMESH) CURB SECTION. . -- SCALE:318!" 1.,6lt ,I"5TFP I 2x4 FRAMED NON-BEARING WALL SEE TYP. DETAIL FOR CONNECTION TO FOUNDATION 2" (MIN.) P.T. SOLE PLATE 4" THICK (MIN.) POURED I ^o?' M M CONCRETE (2500 PSI MIN.) F-f 1 On 5X6--WI.4xWT.4 WWM D (OR FIBERMESH) (2) #5 BARS CONTINUOUS � �� ;• ....� tr ' _ s-f INTERIOR STEP NON-SEARING SCALE:3/01' FOUNDATION SCHEDULE w . "I `c' ;' I E ►t I %� I F-1 1611 D X 16" W 2500 PS CONCRETE MONOLITHIC FOOTING WITH (2) #5 BARS CONTINUOUS JT� 2'%� I W/G � -t�' ` I I % F-•2 1211 WIDE X 12" DEEP (2500 PSI) CONCRETE MONOLITHIC L——•--••--� STEP FOOTING WITH (2) #5 BARS CONTINUOUS w/c I j D F-3 8" X 8" (2504 PSI) CONCRETE MONOLITHIC FOOTING W/ I }# 1 �u - (1) #5 BARS CONTINUOUS S-1 41' THIS(2500 PSI) CONCRETE SLAB WITH ---� ::R •'� � ..,. �� I . FIBIIRMI;SH OR 6 e6 10 WWM OVER VAPOR BARRIER ON CLEAN COMPACTED' .--�---r .�..,....:.....:..� r•r~' - �.� E D CHEMICALLY IFC�55 @ SNOWS ' ,. TREATED SOIL � � /w/c� 4"50 -� I 14"59P 3b" X 3b't PFOOM POP L_ .J S ....i CONC PAP I'AN& 19"N Ulw _ F I F F-I ("�� LL O PLUMBING NOTES: FRA/C cU FRVM&A/C f 1 �1 � � 1)ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 20P•PLUMBING U 4 F ' 2) DWV PIPING SHALL BE SCHEDULE 40 PVC. � I -- � � � 3)WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING: TYPE 1 COPPER, CPVC, OR PEX. = 4) SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND Q, Cal WITHIN BLDG. )� 5) HOT WATER PIPIING WITH A MINIMUM THERMAL RESISTANCE OR R-3 SCULL � BE APPLIED TO PIPING LARGER THAN 2" NOMINAL DIAMETER, PIPING F£PM 0V) WATER HEATER TO KITCHEN OUTLETS, PIPING LOCATED OUTSIDE THE 5-I ' _ Lu CONDITIONED SPACE, PIPING FROM THE WATER HEATER TO THE _ � � 0 DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB BURIED PIPING, SUPPLY AND RETURN PIPING IN RECIRCULATION SYS�S, Q PIPING WITH RUN LENGTHS GREATER THAN 20 FEET, m 6)WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2p-6 ' ENERGY CONSERVATION. F-I � �, � Z • co 8`F(2500 15C) CONcW1 cum >n FI FOWEL IROY) 1REPAIIR NOTES- IN f�cl~S�Aro�m THE EVENT STEEL HAS BEEN INAC)VERTENTL)P MITTEN FROM ?)OWN DOUR LOCATIONS, DRILL 6" INTO CONCRETE (NO CLOSER THAN 3-314'" FROM EDGES AND 5" FPM ENDS OF CAP WALLS). REMOVE OUST PER MFG.'S INS-RUCTIONS !_ FI I ANY) USE TWO PART EPDX1r TO ANCHOR#5 REBARN PLACE. USE EITHER HILTI G-100 OR SIMPSON EROXV TIE. _ FF FOUNPAWN P� 5CXE 11 � II,OtI PAUF,WELCH INC. MECH-ELECT-CIVIL ENG. SHEET r�ur�st7 1984 BILTMORE ST.#114 PORT SAINT LUCIE, FL 3498E OF FLA I�WELCH 69 P.E. PAUL• WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W.BILTMORE ST. SUITE#114 PORT ST.LUCIE, FL 34984 / - - nT.Tflrlr. WALL FINISH 1 INSULATION NOTES .1) INTERIOR TO BE DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN.2" THICK WITH (J§AGE, 1 8" LONG, jq" HEAD; 0.098" DIAMETER,1 " LONG, ANNULAR-RINGS 5D COOLER NAIL, 0.086" DIAMETER, 15" LONG,65" HEAD; OR GYPS BOARD NAIL, 0.086" DIAMETER, 1 5" LONG, 3 11 HEAD) SPACED AT 7" O.CFOR NAILS • AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE PROVIDE CEMENT, FIBER�CEkENT OR GLASS ' MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C13255 C 1178, OR • C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB ANISHOWER SEE TYPICAL WALL SECTION FOR SEE TYPICAL WALL SECTION FOR AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.* FRC 702.4.2). ADDITIONAL INFORMATION ADDITIONAL INFORMATION 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE-'DEVELC3ED INDEX OF PROVIDE 6 X18 SOFFIT.VENTS @ 48 NOT GREATER THAN 450. PRE-ENGINEERED \HOOD TRUSSES PRE-ENGINEERED.WOOD TRUSSES 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD STUCCO OVER WIRELATH W/ 11 GA 2" @ 24" O.C. (MAX SPACING) @ 24" O.C. (MAX SPACING) CLASSIFICATION OF NOT GREATER THAN 200. NAILS W/8" O HEAD @ 6" O.C. OVER sIMPSON MTS6 PER "slMPsoN" STRAP PER TRUSS 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC SHALL 3" METAL RIB LATH @ 6" O.C. WI (2' .. CONNECTOR SCH. CONNECTOR SCH. HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT ER SQUARE LAYERS) OF 15# FELT OVER WD CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERLLS EXPOSED TO FRAMING MEMBER (TRUSS TAILS). THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WA ,t SHALL . 5�L1 CCO SOS�� ' ��-t'A l COMPLY WITH SECTION FRC316. I 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESgRIES SHALL GIRDER BY TRUSS CO. CONFORM TO ASTM C 369 C 7% C 79, C 475, C 5149 C 630, C 931, C 01 C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INST LED IN 130tTOM cow or --- #5 REBAR W/ 90 DEGREE HOOK #5 REBAR W/90 DEGREE HOOK ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVijFOR THES5 .t INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTi.0 557. STUCCO CEILING PER STRUCT. ( 8"X 16" CMU COLUMN WITH STUCCO CEILING PER STRUCT. I 8"X 16" CMU COLUMN WITH NOTE# 14 (2)-#5 BARS VERT. FILLED WITH (2)-#5 BARS VERT. FILLED WITH NOTE# 14 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS (3000 PSI) CONCRETE, OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOR-CEILING (3000 PS!) CONCRETE,I CORNER COLUMNS ARE CORNER COLUMNS ARE ASSEMBLIES, ROOF-CEILING ASSEMBLIES, WALL ASSEMBLIESCRAWL SIMPSON CONN PER SCHEDULE ' 8"X 8"X 16" CMU COLUMN WITH (1 ROW) 8"X 8"X 16" CMU COLUMN WITH SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX My TO EXCEED 25 (3)'-#5 BARS VERT. I=ELI-ED WITH .8"x8"CONTINUOUS CONCRETE (3)-#5 BARS VERT. FILLED WITH. WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TCEXCEED 450 " mki,(WALL5 (3000 PSI) CONCRETE- BEAM BLOCK W/(1)-#5 BAR IN (3000 PSI) CONCRETE �E � - � � 6) � WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. (3000 PSI) CONC. FILLED EACH CELL 2 X 4 WVT01'I'1 ATE a1 " X 3 " M>fx STUCCO FINISH 8" PRECAS LINTEL Wl(1)-#5 BAR STUCCO FINISH ENERGY CONSERVATION NOTES IN (3000 PSI) CONCRETE FILLED CELL • 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILIING CODE 2020 (SEE LINTEL FOR MORE INFORMATION) ENERGY CONSERVATION RESIDENTIAL. 2) . ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPA:' t D TO --- 2 X 4 WOM 5n1D5 0 24" � --- #5 REBAR W/30" MIN LAP SPLICE I #5 REBAR W/30" MIN. LAP SPLICE UNCONDITIONED SPACES SHALL BE WEATHERSTRIPED AND OULATED TO O.C. OR I " X 3 " MTW. I FINISH GRADE FINISH GRADE A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROur4ING 5TI1P5 @ 24" O.C. SURFACES, A WOOD FRAMES OR EQUIVALENT BAFFLE OR RE-I IMR IS E „ REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS I NSTALLEDTO PREVENT " 17l; &L 60rH . a ' LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 51PE5(55I:WkI,FINI91 ' • � 711, . ' ; ' NOtE5 fa WAILS er 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTEITO LIMIT AIR. R" X I"I:WP TC'S AI7 IA NT TO�� - LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.THROUGH @ 24" O,C,Wk1f, AV17 I ) R402.4.4. c TO Ct35 WAILS (2500 PSI) CONC. FOUNDATION --------- (2500 PSI) CONC. FOUNDATION 4) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCOIDANCE WITH SEE PLAN FOR SIZES AND SEE PLAN FOR SIZES AND R402.4.1.2. --- 2 X 4 Rf,WOOP f301T, SPECIFICATIONS SPECIFICATIONS FOR 5) WINDOWS SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAT AN AIR ILA INFILTRATION RATE OF NO MORE THAN 0.3 CTM PER SQUARE', AND FUNNi R W/TAPCON5 { f l I CAP. COL La!V 1N 5LCf1lJ N ,( L I V 1 I\Y), Nf5.. 1WI CAS. COL LAM N 5�cfl oN ( coy{ POFCH) SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AN'i MUST BE @ 24""O.C. TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. CONCTi<FLOOR 6) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVk!(EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVAT16 R401.3.. SHINGLES OVER PEEL N'STICK SHINGLES OVER PEEL N STICK UNDERLAYMENT PER FBCR 905.1.1.3 STRUCTURAL NOTES UNDERLAYMENT PER FBCR 905.1.1.3 OVER 19132" CDX 'iNP1CI.' 1NTFP1OF NON INCH WA�Ii PFfAI� OVER 19132" CDX 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16. ` ` - � � Nt5.., PLYWOOD SHEATHING PLYWOOD SHEATHING 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.), WITH 8D RING-SHANK PER ROOF 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL'(ELLS,AND ETAIB© RING-SHANK PER ROOF NAILING NAILING DETAIL COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTI��F 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. PRE-ENGINEERED WOOD TRUSSES PRE-ENGINEERED WOOD TRUSSES 4) SLAB /FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 P COMPRESSIVE @ 24" O.C. (MAX SPACING) @ 24" O.C. (MAX SPACING) STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQURR ENTS. "SIMPsoN"STRAP PER TRUSS �> >� SIMPSON STRAP PER TRUSS 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: CONNECTOR SCH. CONNECTOR SCH. FOOTINGS: 3" BEAMS: 1 �'.' SUSPENDED SLABS: 1 i" METAL FLASHING (DRIP EDGE} _ METAL � 6) LAP ALL REINFORCING STEEL A MINIMUM OF 48 BAR DIAMETA EXCEPT AS Ii 19 INSULATION FLASHING (DRIP EDGE) NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. 1 X 6 CEDAR FASCIA OVER 1 X 6 CEDAR FASCIA OVER ._.I C� 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHLL BE 2 X 4 WOOD SUB-FASCIA 2 X 4 WOOD SUB-FASCIA I.L d" PRESSURE TREATED, J' DRYWALL (CEILING) STUCCO SOFFIT PER DETAIL 2" DRYWALL (CEILING) STUCCO SOFFIT PER DETAIL Ld m 8) SPLITTING OR CRACKING OR STRUCTURAL. COMPONENTS DUITO U N INSTALLATION OF HARDWARE IS NOT PERMITTED. (1 ROW) #5 REBAR W/90 DEGREE HOOK (1 ROW) #5 REBAR Wl 90 DEGREE HOOK 9) UNLESS OTHERWISE NOTED THE INSTALLATION OF SPECIFIE�HARDWA• 8"X8"CONTINUOUS CONCRETE 8"X8"CONTINUOUS CONCRETE G,L] SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS A� STANDARD BEAM 13LOCK W1(1)-#5 BAR IN 8"X8"X16"CONCRETE BLOCK BEAM BLOCKW/(1)-#5 BAR IN 8"X8"X16" CONCRETE BLOCK PRACTICES. (3000 PSI) CONC. FILLED EACH CELL (MASONRY) (3000 PSI) CONC. FILLED EACH CELL (MASONRY) `NITH .8d RING w 10) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED #5 VERT. REBAR IN 3000 SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. 8" PRECAS LINTEL W/(1)-#5 BAR ( PSI) 8" PRECAS LINTEL W/(1) -#5 BAR #5 VERT. REBAR IN (3000 PSI) 0 --- CONCRETE FILLED CELL CONCRETE FILLED CELL � 11) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOIPLYWOOD IN (30aa PSI} CONCRETE FILLED CELL IN (3000 PSI) CONCRETE FILLED CELL LL SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH d OR BETTER AT ALL DOOR OPENINGS AND (SEE PLAN FOR LOCATIONS) AT ALL DOOR OPENINGS AND (SEE PLAN FOR LOCATIONS) m rr rt WINDOW OPENINGS (SEE LINTEL WINDOW OPENINGS SEE LENTIL ~ NAILS 6 O.C. EDGES AND 6 O.C. FIELD, OR SCREWED WITH DfWALL ( (� z SCH. FOR MORE INFORMATION) SCH. FOR MORE INFORMATION) . H- SCREWS 1.5" LONG AND 0.131 DIA. STUCCO FINISH STUCCO FINISH 12) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECEDED LINTELS " DRYWALL (WALL) SHALL HAVE 8' BEARING.. d 13) PROVIDE#5 CORNER BARS W/ 30" MIN. LAP SPLICES FOR BONDBEAM. ROUGH BLOCK 1X2 FIRKING { 1s" OR 24" O.C. , 14 STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING ANTSOFFIT TO BE CONC. CURB #5 REBAR W/30"MIN. LAP SPLICE F1 FOIL INSULATION 00 } #5 REBAR W/30" MIN. LAP SPLICE d STUCCO OVER WIRELATH W/ 11 GA. 2" NAILS W/$" O HEAD @ 61O•C. OVER a'-4'E -- FINISH GRADE 0,-O" FINISH GRADE 211 " � IS? $ METAL RIB LATH @ 6 O.C. W/{2 LAYERS OF 15# FELT OVER SCH FRAMING MEMBER). All (2500 PSI) CONC. FOUNDATION — (2500 PSI) CONC. FOUNDATION CONCRETE TE CONCRETE MASONRY UNITS SEE PLAN FOR SIZES AND -� SEE PLAN FOR SIZES AND CONCRETE MASONRY UNITS SHALL CONFORM TO THE FOLLOWINGS .DARDS:ASTM C55 FOR � ' CONCRETE BRICK;ASTM C73 FOR CALCIUM SILICATE FACE BRICK;A0C90 FOR LOAD-BEARING SPECIFICATIONS SPECIFICATIONS CONCRETE MASONRY UNITS;ASTM C744 FOR PREFACED CONCRETE�)D CALCIUM SILICATE � � � ' MASONRY UNITS,OR ASTM C1634 FOR CONCRETE FACING BRICK. R60B.2.T MORTAR A A Q A �i l EXCEPT FOR MORTARS LISTED IN SECTIONS R606.2.8,R606.2.9 AND RL6 2.10,MORTAR FOR USE IN �I C! u, Wl Its� S�Cf1 ON C G/ VV Y✓I li/ NTS.,. �I CA� WA��. 5F CTI O N MASONRY CONSTRUCTION SHALL MEET THE PROPORTION SPECIFICA(?NS OF TABLE R606.2.7 OR OR THE PROPERTY SPECIFICATIONS OF ASTM C270.THE TYPE OF MOTAR 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 MATERIALAND AGGREGAtIN ACCORDANCE WITH ASTM P t��EVE CH INC.OR TYPE S MORTAR TO MECH-ELECT VVE -CIVIL . C476 OR THE PROPORTION SPECIFICATIONS T TABLE U E6.2.11,TYPQ 19a� E3fLTMORE ST.ENG. SHEET ��� WHICH SUFFICIENT WATER HAS BEEN ADDED TO PRODUCE pOURINOQNSISTENCYSHALL PERMITTED TO BE USED AS GROUT. PORT SAINT LUCIE, FL 34984 PAUL WELCH P.E. OF 7 7 77� FLA REG NO.26945 PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W.BILTMORE ST. SUITE#114 PORT ST. LUCIE,FL 34984 _pT-Tr)XT7(777) 7--Onnq nT r•na STUCCO CEMENT FINISH -- STUCCO CEMENT FINISH CONTINUOUS FOAM INTERIORAIR AND WATER SEALANT PER FASTENERSAS REQUIRED 13Y WINDOW MANUFACTURER . WATERPROOFING NOTE#8 . CMU WATER RESISTANT COATING FILLED CELL AT JAM13 BLOCK FILLER CELL AT JAMS BLOCK(TYPICAL) (SEE WATER PROOFING NOTE#1 } (TYPICAL) CMU WATER RESISTANT COATING ----\ '(SEE WATERPROOFING NOTE#1 ) MARBLE SILL. CORROSION RESISTANT FLASHING PER WATERPROOFING (NOTE#2) ° CORROSION RESISTANT FLASHING CAULK SEA WINDOW INSTALLTION PER WATERPROOFING NOTE#4 ° n • •• SEE WATERPROOFING NOTE#5 'd•.' 'n . • � � { M AT j °. :.'4 1"X 3"P.T.WOOD FURRING ALL(3)SIDES CONTINUOUS. •�•' 1"X S"P.T.WOOD FURRING ALL(3)SIDES CONTINUOUS a ° i r "' CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE#'I j CORROSION RESISTANT FLASHING MORTAR OR GROUT PER WATERPROOFING NOTE#4 WOOD TRIM - • SET SILL IN FULL MORTAR BED .APPLY PERIMETER SEALANT CAULK O �--- SEE WATER PROOFING NOTE#8 'i/2"DRYWALL •. ''' BETWEEN BUCK S WINDOW FRAME �� : STUCCO OR DECORATIVE CEMENTITIOUS COATING 2"X P T.WOOD 13UCK WITH SEALANT PER t• x. . :' s � (SEE WATERPROOFING NOTE#5) WATERPROOFING NOTE#4 ANY)ANCHORED ANCHOR 1"X 4"P.T.(MIN.)13UCK WITH SEALANT TO MASONRY WITH 1/4"TAPCONS w/MIN.1-114" 8"C.M.U. PER WATERPROOFING NOTE#4,AND ANCHORED APPLY PERIMETER SEALANT CAULK EMBED.3"FROM EDGES A 12"O.C.MAX. MASONRY WITH 1-112"CASE HARDENED COIL BETWEEN BUCK It WINDOW FRAME 3/4"FURRING TO MASONRY WALL NUO TE : NA NA[LS AT 12"O.C.MAX. (SEE WATERPROOFING NOTE#5) SEE WATER PROOFING NOTE#B WINDOW FRAME SHOULD BE COMPLETELY ANCHOR WINDOW FRAME TO MASONRY IN SEATED ON THE BUCK, IN NO INSTANCE SHALL STRICT ACCORDANCE WITH MANUFACTURE'S ANCHOR DOOR JAMB HEARER TO MASONRY IN : THE FRAME OVERHANG THE BUCK PRODUCT APPROVAL INSTALLATION REQUIREMENTS. STRICTACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. EXTERIOR F)OOR r3UCK DETAIL NO SCALE :1 IINDONA 1 HEA1)ElR ANn SA T IPICAL MUCK, DETAIL NO SCALE.' N o TE : NOTE TAPCONS TO BE INSTALLED THRU 13UCK INTO SUCK 2"K 6"P.T. RIPPED NOTE : MASONRY w/MIN. 1-114"EM3EDMENT PER 00WN TO 2 K 4-1/8"P.T. w/3/16"TAPCONS TAPCONS TO 13E INSTALLEITHRU BUCK INTO PRODUCT APPROVAL PER F13C 1715.5.4.3. 1-114".MIN. EM3. 4/12"O.C. w/# 10 SCREWS, PLR (MASONRY w/MIN. 1-1/4"E113E13MENT PER BUCKS MUST COVER ENTIRE DEPTH OF JAMBS. PRODUCT APPROVAL. PRODUCT APPROVAL PE1E13C 1715.5.4.3 SUCKS MUST COVER ENTI► JPEPTH OF JAM/3S. O o n11. 04 o a HEAD:3A6"X 3"TAPCONS 012"O.C. (TYPICAL) Z cm Z 1/2"X 5-112" REDHEADS wI 2"01A.X 1I8"WASHER W (TYPICAL) 'I18" - NOTE 0 4-112'� 3 314 NOTE :: 2"X s°(ITT)OR 2°X s"(PT) RUCK(TYPICAL) WINDOW AND DOOR FENESTIRATIOO NS IN ACCORDANCE `� PRECAST CONCRETE WIND RESISTANT FLUSH ` r� .� • : 3181l SILL AS MANUFACTURED BY CAST CRETE(OR EQUAL) WITH FF3C R703.4 (1 .2) ASS PER DETAILS PROVIDED t�l • • r •:' 1-318" GARAGE FINISH FLOOR 7-518" GARAGE DOOR JAM13 ATTACHMENT TO CBS WALL NO SCALE l'' 1RECAST CONCIRETE WIN OAN SILL nETAI L (161-00 X 8'-0„ e.9'-0" X V-o" GARAGE DOORS NO SCALE, 1. JAMBS : 2" X 6" OR 2"X 8" P.T. wl 318" X 5-'i12" EMSED. TITEN HO wl MIN. 2" DIA. X 118" WASHER. (TYPICAL) 2. HEAD: 2" X 6" OR 2" X 8" PT. wl 3116" X 3" TAPCONS AT 12" O.C. 3. TORSION SPRING SLOCKING'2" X 6" RT. wl (4) 3116" X 3„ C� TAPCONS w/5/8" WASHERS. (STAGGER GRAIN) LL U c*� WATEIRIPIRCOOO FINGG NOTES : w 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 0 LAC COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS.THE APPLICATION W OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING(SILL%JAMBS, I LL c) HEAD)AND RETURN WALLS OF THE OPENING On MINIMUM EACH DIRECTION.ALL CMU WATER RESISTANT COATINGS STUCCO CEMENT FINISH SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS.FSC R703.4 AMMA 714 FILLED CELL AT JAMB BLOCK(TYPICAL) }� C) m 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8"BETWEEN BUCK AND MASONRY Z CMU WATER RESISTANT COATING ; . . .• 3.PRIOR TO 13UCK INSTALLATION APPLY 3W NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK J I.' (SEE WATER PROOFING NOTE#1 } • • 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 � Q, r----- in x 3"P.T.WOOD FURRING ALL(3)SIDES CONTINUOUS CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE 13UCK SHALL 13E COATED ® � s. •,• WITH A LIQUID APPLIED WATER RESISTIVE COATING I SEALANT. I'° 1 O -- WOOD TRIM 4.PROVIDE PAN FLASHING AT THE SILL OF WINDOW AND DOOR OPENINGS.PAN FLASHING SHALL BE SEALED OR L SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER(RESISTIVE 13ARRIER FOR SUBSEQUENT DRAINAGE.INCORPORATE PAN FLASHING AT HEAP)AND SILLAS WELL.PAN FLASHING SHALL 85 CORROSION RESISTANT. (OPTIONAL,NOT RES�I1'll3' O) APPLY PERIMETER SEALANT CAULK 1"X P.T.WOOD BUCK WITH SEALANT"PER BETWEEN 13UCK&WINDOW FRAME WATERPROOFING NOTE#4 ANT)ANCHORED 5.PROVIDE CONTINUOUS 318"BEAT)OF SEALANT ON WINDOW I DOOR FRAMES AT ALL PERIMETER ON FRONT (SEE WATERPROOFING NOTE#5 TOO MASONRY WITH 1-1/2"CASE HARDENED COIL NAILS Q 12"O.C.MAX AND BACK SURFACE PRIOR TO WINDOW I DOOR INSTALLATION. CORROSION RESISTANT FLASHING B.AFTER WINDOW/DOOR INSTALLATION,PROVIDE FOAM SEALANT BETWEEN THE BUCK(OR PRECAST SILL) PER WATERPROOFING NOTE#2 SEE WATER PROOFING NOTE#B AND THE WINDOW 1 DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. ANCHOR DOOR JAMB AND HEADER TO S x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. SSLIIJINCGG GG LASSS F00R SUCK F)ETAIL NO SCALE MECH ELECT-CIVIL INC. y 984 BILTM©ITE ST. #114 SHEET NUMBER I'aRT SAINT LUCIE, FL 3498¢ AdF PAUL WELCH P.E. o� F"T I............... FLA Rr"G No.29945 PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W.BILTMORE ST. SUITE#114 PORT ST.LUCIE,FL 34984 . T917!••Y-i.j^ f'•T'•r•l -Il" l Il 5 - k e -7 . _ NUTKS I) :t C,T� 1,i:C'TIt[Cdl.�VUTt�L SIIAX,11%TN r�Ct'rli'{�)1�C'L 11'T'T'iT'1'If� #�Ii��C:�Nt�1'1ti. 111) 2017 IPMI PION_ a 2) A NI'1rVrf1-Wi l OV 751:1, 010 T W!;7,AA-1PS Ifit PICIINTMPTLV iM't'A'€rt.X'D LICrOTINC 1�11"#'tllti!S;al'!t3T,�1,I1>�'1I1{,TZ-ICIEIrAG�' lwe fi!I'Soj AIINIAT'LIATOF7.9%30F'rT#r�. 7'Trl211r:iNLNTI',S` T'N,STAGLED Lrf;#1`1'INo, 1+I TU1iS Srr11f,L( ON'rA7N f!{V1,1' fil'(3714111eliNCY Y'AMl'S. (LOW l,I(1,I(11j(ljr SIIAfA,Ni OT711C R[;Q01RLr} TO'nI1 1.11•GT(-':FTiACY1,r+, 411S) 7t C�LSS'L�r).1.7C'tt'I71Y{y SI#t�.i,l,TiT�',SI��T,�d)To T';,AT'PAIR L�•attiAC:R'T3'T�,'7'�'YT�1T,N C{:i)Q'1)7T1014%1)AND UNCONDITIONED SI)ACI?,S. •'1) SA-10bX 1)C, T rl.'C`1'ORS'TO 112 11(jV 1•lY BA'ri city hCK.till—ARC T(AULT CT1tcur r 5) S11 01,-E 1)1,1'r'-C,7 1RS"I'()ME LOCAS KI)AS Srlo 14 AN 1) rN8JD0 ANT) Q'E1'I'SiD'1!;C) �,1.T�1,ITS'1'fyt;'17T�:T)1tn1711T:IN'T'LRTC)!t 7)fj{]lt,S{N4'STI'(Z1i'IY)rlE`N{)'I'0X'157:TNG !i) SNIOXI!,1)IS-TH,CTORS TO112,INTERCON1NCI CT9!)`Q rT(I'VT't.}NT'.S • rIr('.1'011 ACI'r�fATUIS iS Ll,a3' aoiai.t)rvrmcr{jV:ll`i'T'1lt�� T2CuSll'tI3,NC:l • 7) PROVIDE S1'RANCH ClitCLII'rA:Ilr-rcl,flr,'1'1'lt{)TICTION I70R AIX C:II1(:UI'r5 • • • • • • �S`U#t1�INC.: FAMILY 11001\-IS, r.,TkNG 1100'AfS, Ile�RC,ORS, qp C,Ii3StAAIIDS,,DE,NS,73TjD110051S.S11 Hit 0o11•T,S, T(r1I A'XY8,Oil SM-11LAR rtO0l4S 7'R,R')?RC ANl')TICC RE{3UIR E'.NJENTS. � PAN/Lt. "i'>ir(,-ROUNr)-Pik(f],I,Ciizc(ii,r ifq-rciitftllpiOt PRO'rLPC:rioN r[)kA(,IJ 1?5- �VOV(',8INC,LIE-TffASIC 1S AN1)20'Alfe f:l'ItCE11'T'ST2@11INO.- 13,011RC)ONIS, FPN/Lf, ! {i:i'Ite�IJT;S,JCI'#'GrrLNS;;k{;GI1SC;R�' i3Et[r,3)T'NCiS,j1'IfiQC}T(S,[}It 11'T'T'rTIN 7?"l)i� '191)GR 01?ANY S•ti K, — 1 9) Crxl3110N T17'i; ltya"IIaI!:'T):TarrC7'f}"#tS:r() 13I;:INS"rr1Ta7) 11�['rlltE%t.T{1' C)I�:ILt, I1rLOIZ ON-32. • • rft) 7E,,,�7Te5.1TS4'TiANS TT:} T1r`t T',E'dTT�1) T:[I1:t[1 i;OQT?f3Tt� RANI L•(. - • • • • . •11) 1'I1PV1.DUf T.eilkiPERItl�`STS'I'AN,r trci),rICLtESi'13.I��C1t.t!f)T}frt€;f}I[ll`!'!',9 • 1 ❑ ( • • ! I qp 5P/coi -AL LOAD GA un 1 ;. I SYNTOOLS ruuc o - �� FAN/fir, . a s•r--. 0 3 VA 566$ VA ! r~ I O WAv s �Fk S'INGLIE rCJLII;;t"IT.Cri '7 20A APP�.il�i~ICl~ C1��'a � 3000 � 1 2 � ��IW1 S C1 G, 3 '1'unipll"1 ivy SW.I'ral I,NDRY 'I9nf) r --i —( � ` L[NE: &I. ' i)1'!VIXII!1'i:;nt'i'LIIf',N't.TCNC1s�001t'I110: !G� 12000 at 12t1t+SI' Ctr�a.]'1rR#'O51i; fltl'I'i,LZ' N-t �!ffiDT3 '12t1f1 COM00 o V, - • xx 21h1F{3'(!'1'! 1,T. pU 1x0i1 Lf. ` GPi IMP - (Ik1 PJG GI3[)'LCI ['YtC,I'i.`1Ci::I'1[!N nr-R1C3o. � '€200 I • , . �� {�F� �'�I!,rS'I.i7�It,;,l'1`t(?C31. ,..,... �1!( logo li�1)�1 t — _ eX,PAN • � ,� sr, il'rT#'1:7�LX:J;r)"RL q�TAI., ' . •� e Ic W/C I I.T► r� db %.POR.PR001t LIMIT, .... r4�ST 10 1(W{�11 11)II'V, 'IA{1�f! • � � � raa/ �. );ill n i�ER 0 41]°/u • ,' 3 ---- _ SIB CO LT. 1c�,:N't1C17,'/t�'IG1IT _ VpLi. � • ":"- ,' ,' ~ l,ly •-"'AC ?�I kl's oI Wk ----�- .r11A)ORUSGIPINTTIAG tix A a,xaae>Tl,� '1`'rlfit '• Ir-- T (E_'fo{3�1� • " :��� � ` Elk ! wr.Fa,E k X,FAN P 0 �lr ri X� TA1 y-5,�,�• 11t'1/I.rT I{�IYr17h TtAL ►s,i up. vA /► _ i, k r 5P Sb 6151[3Cti tt.nlTj t`li; 146.89•17' AMPS � ~ CA ftTJ{"JN!�'I#,)M4); lJim UIj'i7l;C: Ir,{?`f)T1 rATN'1 niscomI);T'.c C i i?rl,#1,t li t�rFiti�Ir:� •� 3 _.. _ f� ( k Af C All- FfW/L1. Q PC LT 1 Wk t � d. IN ANC -- h fit 1u>l 11 k? k LFC1 \ tW LPL 1"O PANt L L——._ , _ WP/GFk Pei VFkIFY • • * • n�. I LL 2t) 24t)Volt Single Phase GFk system Voltage.l i 8 6'-011 PLO, ...•1 2"PVC 40 � � �� —�"-• � m AL 3-4/O ALXHHW 3•-#6 CU THWN l Z 2-1/2"GRC Mast C,Pk 3-4/0 ALXHHW OR 4/0 Type SER Cable ODA (� Meter Main 204 Amp ML0 Pane! • ——— ..... —_. .. _ ._ __—_.. ... � �. (2 Underground Option: 2" PVC 80 to FPL's conduit and wire �"PVC 8O 1#4 Bare CU SDI Connected to F ;er Steel, CWP if present, And one 5/8"x�rgtlnd Rods PAut.WELCH INC. 1984 BIETMORE ST.#it4 UORIC PLAN +7 DIAGRAM PORT SAINT LUGIE, FL S498et sEEEES NUMBER PAE1L WELCH P.E. ITCEFEA REC NO.29945 OF PAUL VWLCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W.BILTMORE ST. SMITE#114 PORT ST.LUCIE,FL 34984 p7jo~ (77' n11r['�? - f ' ' 1 CMUM r i • . • • • • • Gohici Tr [^ COLUMN CoWn 7 PoRi Wf #913AR5 . MIT .' - •. COINING RM. - Ik II - MA51 R OFPROOM Oil hlON-��At;dl� L1V1NG ROOM IN RAW WALL f Ion 4 � -� \Q \o \ KLOW Lao; Ir 1 I, ( it REP 3Ia6 4 W/c w, O r, HOSE 13113 � \' i1 LN, PAN fJ Y Wi G 121 V WIC ii W GLSf o f tf�f-1 •. - .• I�IV 11 I 11 — it 1_ li Ik k.. ff f nt 1T Il '_ KN�1: 5p 1 AIINIY 17 L1N�N Ar C Gll Mow q ' '� �'�`� .� [ " ® ��- ,to t j,0 ri D 6 7 I — W G MAIN EGI�55 ., '.• • . • . • - , • •• . " . ' • � IN5ttLA� 1JUld S1�G v WI R-11, WALLA/G_ _ l..NL.m E VE ` f Il it At IG ACC1:55 t e6pc55 • ` r L._._.... _ �Joil • r • . FER i ki i it II rl r 15"GMtI WALL Gol t� i�A n TL CI) • '• . , • . . ,• • •. :• •• : . . � � CGNG F1LLI;CI GALLS - N -jr 6m LLJ ell = � co I � Too . 6 5�r h",rpv�p . . •' . • 4 . • ..- .. - PAU1:CIE CH INC. .' •. . MECH-ELEG CIVIL ENO.- � �., C �J�� sc�r '1984 BILTMORE ST.#i•14 SHEET Niumacri PORT SAINT LUCIE, FL 34934. �i'�I�C�iRl�lJC�ii ' •�I I�CTi�ICA)- •���.+3� '�i�]CJI�.I� [11 S.W. H I L k Paul WELCH F.E. 984c� TrnPRE 8�. 8t)1`r�� '�� � Z �i FLA REG �I0.29945 PC7RT SAC,I�TX 1-'t)CIL; 1 ,�1 �8 �,�'` OF. PHONE .(772-) 788 .9888' I'�11+I�LGHIE`tC�� QL:. i h:.CD1�7 :• r P1117I- WZI-CH P.i�: FJ-- REG. No. 299x - - - 4 -... .. ..,... --._ ...------......_........_.. .^_.._... .!� CAUT ONH! 59' 0° DO NOT 34' oE - 25' on TRUSSES WITHOUT ATTEMPT REFERRING TO THE ENGINEERING DRAWINGS AND N BSCI-B1 SUMMARY SHEETS. 7' 011 Zro�\ 2� 'o�\ 2� 0�� 2' o�� ,., 0�� 2` 0'; �, 2! 01 1' 8„ 2' 0,� 2r0�� 2' 0�� 2' o„ 2� 011 2' o[� 21oll 2' oll 2' 0'l 2' 0"\ 2' O`, 2' O'l 2' V1, 2' Olt 2' 011 5' oE� CAM o cy N Hatch Legen ALL PERMANENT BRACING MUST BE r C r r U U Q1/ER ANG an d Q '� d d Q ¢ Q Q Q Q U IN PLACE PRIOR TO LOADING rr cn cv TRUSSES. (ie. SHEATHING, m m m SHINGLES, ETC.) 9 CDCJ 1 ALL INTERIOR BEARING WALLS MUST BE IN PLACE PRIOR 'TO xs N Fa F INSTALLING TRUSSES. CJ31 CJ3 REFER TO FINAL w o . o SHEETS FOR THE FOLLOWINGERING 00 CJ51 � EJ5 1) NUMBER OF GIRDER PLIES AND \2 0 // / © \ o NAILING SCHEDULE. 2 BEARING BLOCK REQUIREMENTS. EJ71 ♦ / ♦ p / 16' 2; EJ5 ) . X U. ., 3) SCAB DETAILS (IF REQUIRED) I � EJ71 �... \ \\ 4 \ ♦ ♦ EJ5 4 UPLIFT AND GRAVITY REACTIONS. \ \ \ EJ5 WARNING . . 1 r �. / \ / \\ , \ \\ \ ♦ \ \ \ � \ \ \\ \♦ \\ ♦ ` Backcharges Will Not Be Accepted \ \ \ \ \ \ \ \ \ Regardless of Fault Without Prior \ EJ71 a / \ / \ / \ // \ \\ \\ \\ \ \ \ \\ \� N \ \\ \ \\. \\ \ \\ \\ EJ5 Notification By Customer Within 48 ♦ \ \ \ \ ♦ ♦ \ \ \ \ \ \ TRUSS END DETAIL Hours And Investigation By - ♦ \� \\ \ \ ♦ \ \ ` \ \ ♦ \ ♦ V. \ Builders FirstSource. EJ7 . { \ \ \. \ \ \� v♦ \ ♦ \ \ \ \ NO EXCEPTIONS. �\ \\ ♦ \ �� ♦ \ \ ♦ \ \ EJ5 ♦ \ ♦ \ \ ♦ \ The General Contractor Is Responsible EJ7 s \\ \� \ ♦ \ \\ \\ \\ \ \\ \ \ \ \\ \ \ ; PLUMB CUT OVERHANG 12 For All Connections Other Than Truss RHANG \ ♦ \ \ \ ♦ \ ♦ �♦ ♦ ♦ \ \ EJ5 67 to Truss, Gable Shear Wall, And \ \ \ \ \ Connections. Temporary and Permanent Bracing, And Ceiling And EJ7 / / / // // / / // ! / / / / / Roof Diaphragm Connections. EJ5 Z EJ5 4-3116 04 HEEL HEIGHT Z. - EJ7 Y U / // / / n / ♦ ♦ / a? EJ5 \ // // / / // -EJ5 � . . y' / EJ7 EJ5to a EJ7 - ti � � EJ5 d- EJ7 E.15 to EJ7 - - In EJ 5 - Pi EJ7 = 1 v Z EJ5 EJ7 ; - 7 3 EJ5 EJ7 - - 8 G3 V4 EJ5 REVIEWED BY: 9 EJ7 � BUILDER: v10 v5 EJ5 TNT/BELA in / EJ7 = N O N �, G3 V6 ,�- CJ3 REST Single Family PAW,WE CH INC. MODEL* MELISSA !1-GL • � � MECH-ELECT-CIVIL ENG. CJ1 1984 BILTMORE ST.#114 D2ox 1 10 . LNG P©��SAINTLUCIE, L 349s4 ADDRESS: PAUL WELCH C.E. . ADDR ��- CZ o- '� FLA REG NO.29945 . 0. s �' LOT 1 BLOCK• -- D2 _ U U U vs o CITY: - - :�'" 1 FC!'� C 1 5� O�� COUNTY �c - _ ST LUCIE CO D2 9'-40' CLNG - DRAWN BY• JL N 'JOB # : N/A D2 LU �LU W W W W W W co "� c"' HANGER LEGEND DATE: 03I02120 SCALE: NTS . . �.�,� 1 -4" FLAT N * - ALL 2x HANGERS SHOWN ARE HTU26 UNLESS NOTED D2ram T P @ 10'-8" PROVIDE OTHERWISE G 9'-4" TM @ 9'-4" BRG @ 9'-4" o * - ALL 4x2 FLOOR HANGERS SHOWN ARE HHUS46 REVISIONS: D2 -: UNLESS NOTED OTHERWISE 1. . 0 1' Ef 191011 2. D3 m 3. MAIN WIND FORCE.RESISTING SYSTEMIC-C HYBRID IMPORTANT WIND ASCE7-16 4. ENCLOSED This Drawing Must Be Approved And CJ1 - CJ 1 EXPOSURE CATEGORY C Returned Before Fabrication Will OCCUPANCY CATEGORY 11 Begin. For Your Protection Check All WIND LOAD 3�� MPH Dimensions And Conditions Prior To �.....� :... .........._... -.. .� ..`: 'r M c� ce) coM ce c� CO M �- 'S' SHAVE BEEN DESIGNED FOR A 10. Approval f Plan. *TRUSSES N D SIGNS 0 PSF � App i O .Z. --, ✓O BOTTOM CHORD LIVE LOAD NONCONCURRENT WITH v W W W W W W. w w w c� ANY OTHER LIVE LOADS SIGNATURE BELOW INDICATES ALL NOTES AND DIMENSIONS HAVE u�.�..m . OF LOADING .................... ... ROOF IN FLOOR LOADING BEEN ACCEPTED. 21' 4 316 4' S„ 14` 2" 15' 4" TCLL, 20 PSF. TCLL: . PSF 701 S. KINGS HIGHWAY TCDL: 07 PSF TCDL: - -PSF FORT PIECE, FL 34945 BCDL: 10 PSF' BCDL. . PSF By Date Ph. (772) - 461 5475 59' O" TOTAL: 37 PSF TOTAL: - PSF DURATION: 1.25 DURATION: