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HomeMy WebLinkAboutPLANSPlanning & Development Services Department >. Building & Code Regulations Division rAbiwo 2300 Virginia Avenue, Fort Pierce, FL 34982 - (772) 462-1553 Certification for Design Load Compliance Project Name: CALLAHAN RESIDENCE Project Address: 504 E. MIDWAY RD. Permit 9, Occupancy Type_: R Conctriirtinn Tvna: v INSTRUCTIONS FOR USE: • This certification must be completed, signed, and sealed by the design professional of record. • Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following: o New Residences (single or multi-familvi 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 aooly) 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 il_ III_ IV Exposure Category: _ B X C D 4. Design Wind Velocity 160 mph 124 ASO N/A LRFD End Zone Width: 5 ft S. Mean Roof Height: 15 ft Roof Pitch: s :12 Parapet: N/A ft 6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings): 19.3 19.3 19.3 33.6 33.6 31.8 Zone 1: Zone 2: Zone 3: Zone 4: Zone S: Garage: -30.7 -53.5 -79.1 _ -36.4 -44.9 -41.5 /.Y sigr, L.-ads; Floor: f1/A PSF Rvvf%D2aV.SE psF RVVf/YYe. 2. p11.V11Y. y/. Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PLF / CONCENTRATED 8. Were Shear Walls Considered For Structure? X Yes _Not Applicable Explain Why Not: 9. Is A Continuous Load Path Provided? X Yes `Not Applicable Explain Why Not: 10. Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? _Yes DESIGN PROFESSIONAL CERTIFICATION STATEMENT: I certify that, to the best of my knowledge and belief, the attached plans 8: specifications have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie C.Ourhiy. I also certify that structural eierneois depkied on these plam provide adeyu I reiisierice io the design forces specified: 2©t.td.L-L� S Paid 1471Bf�? P.Int Name Cert # & Co. Cert Auth. ON PLAN Signature, Date, and Seal Company Name & Address SLCCUv Norm x u2u-12 Revised 3/15/12 (is) - . Q�OOF PI'%Yl IZ 5 [-j 11•fv°� ®e bI D43,L'YA) -44.0 LEFT SIDE ELEVATION 3ns'SCALE RIGHT SIDE ELEVATION 3116'SI NOTES: ,) TTrT C VT, V> al\[', TV S T/TT TET V(, OTT A i T { TTl'�R) 1 T T 1 1111•L VVl\ 11{t1t.1 �J' , 11 Lll'/1{, JvV A. J.., �1{ll l ALL DIMENSIONS, CONDITIONS AT JOB SITE, I,ANS, SPECIFICATIONS, ECT. 2) STRUCTURAL FEATURES NOT DETAILED (N THESE PLANS WILL BE ADDRESSED BY THE ENGINEER AS CONSTRICTION PROGRESSES. 3) ALL WRITTEN DIMENSIONS ON THESE DRAVINGS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 41 AT T, CONSTRUCTION MTTCT rOMPI,V WIT14 TIV FLORTDA BUTT,DING CODE (FBC) 2017, FBC 2017 RESIDENTIAL, FBC 2017 PLIMBING CODE, FBC 2017 MECHANICAL CODE, FBC 2017 ENERGY CONSEIVATION, AND THE NEC (NFPA 70) 2014 EDITION. 5) RESIDENCE LOCATED IN NEGLIGIBLE WEATHERNG AREA, AND IN VERY HEAVY TERMITE INFESTATION AREA PER FRC 30. tDr Building Permit # Planning & Development Services Department Building & Regulations Division - Product Review Affidavit - - Owners Name CA L LA4 ANI Applicant: Product Opening Design Pressures Product Rated Design Pressure Manufacturer Model Number Product Approval Number Glass T e Method of Attachment Windows 2 W SEEELEVS+/- 50 PGT 5500 SH NOA# 17-0630.05 IMPACT #10 X 1 3/8" MIN. EMBED, SCREWS AT 6 1/2" / 12" O.C. bel CCU, SEE ELEVS +/- 50 PGT 5510-WINDOW NOA# 17-0411.08 IMPACT #10 X 1 3/8" MIN. EMBED. SCREWS AT 8" / 12 3/4" O.C. 4INWItI SEE ELEVS +65 / -80 PGT AW2740 NOA# 13-1021.12 IMPACT #10 X 1 3/8" MIN, EMBED. SCREWS AT 6" / 10" O.C. Block Glass N/A Skylights N/A Sliding Glass Doors SEE ELEVS +/-60 PGT 5570 NOA# 17-0420.06 IMPACT (2 ROM)OIDXIW'MIN. EMBED SCRMATTI12" OC, AND CLUSTERS O SAT PANEL INTERLOCKS Swing Type Doors SEE ELEVS +/- 65 PLASTPRO SMOOTH FL# 15213.1 N/A #10 X 1 3/8" MIN. EMBED. SCREWS AT 6" / 14" O.C. French Doors SEE ELEVS +/- 50 THERMA-TRU SMOOTH STAR FL# 7640.4 IMPACY #10 X 1 3/8" MIN. EMBED. SCREWS AT 6" / 13 3/4" O.C. Garage Doors SEE ELEVS +38 / -42 CLOPAY W6 DP38T FL# 16546.14 N/A 5/16" X 1 5/8" MIN. EMBED LAG SCREW EACH BRACKET Hurricane Protection N/A Roof Ventilation N/A Roofing Material _84 3 _86 E NE METALPA9­ 1" NAILST � FL#7-037r, (0 A PER ROOF ASSEMBLY NOTES ON PLAN Revised 07/22/2014 �ooF Fitcr4 IZ •''A MFT�V cp0F,�1 4-ss.4 vV IN blavv• i aurae 4- 3 %4 34,2 I`4AP .. - _-'i1DIN1A NEIt4+lt4 Ct1P•). 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: Signature: ' OIJ V k. A ti Design Prof: pw l 4 iG,. Cert. No. d Ell rr Date: REAR ELEVATION 3m"SCALE 4,11 hP II `` F \ �a�F �ToN 5942,;'r- LI Gam! 15 hluno a� 6u�li�uli®d V 1, -13 9 - auauhlla`� 14 0Y X i1\d a3ia3as� �o H~ �/ jrij tV y n h ,,.fo ' OWN, 4• •36 be - "SG.Z- DP bP DIP - M -4.9. o o. - an.t.. Lit ,q �IbiNG1 . FRONT ELEVATION m6»SCALE 0 _ 9 q V •� t'- /'�°r iiN 9 Y i f \t (0 IAwAWO i s ( qi o �L q°a,p' GLLsi. day- G'iA"C'I E , 0t, loll it'- I Ir G+fe 5. 77 • t t�D4 41dPa Y�Foe. I 0 ry CZ i II u1� �i j:.(�n,..�,. '.✓n Q" o,° ct.44 n dYBii% i _ 0 d ., • m,u x U-isue.. i'1 'r t.0 °1 t f. _...! +1 /(19r.)/. iN"t S^' 4u t I. e,- �" �„ .i ;' p'. o" Gi,GsT I �.r� �" zo Moo IN-i, !" •ta�1ir. �ti. w18#. G .e1�1A 11 Iwdsus , -- `. F _k Z�„e- Ipea ;�. _ 1. li'..���c.�,raa. I s l` ja i�._t:%ra q 110 Gi-41 E i hk1 I 3 G°' RAi•1 ty 1..;Q; °I Lt.ta, p u - 411 t�e�ic MAILD waw (� I uErdT f1 if 8 WINDOW / DOOR SCHEDULE MAR SIZE / TYPE NOTES 1 53 718" W X 63" H) SH35 WINDOW 2 37314" W X63" H)SH2S WINDOW EGRESS 3 (37 3/4" W X 38 3W 10 SH23 WINDOW TEMPERED 4 71/4" W X 38 3M" H) SHIA3 WINDOW TEMPERED S P!Lj 3 0 6 8 FRENCH DOORS ENIR.'Y 6 3 0 6 8 SOLID CORE DOOR SOLI) CORE 7 6 0 6 8 SLIDING GLASS DOOR 8 16 010 0 OVERHEAD DOOR 9 110610GOVERREADDOOR 10 10 0 8 0 OVERHEAD DOOR I l 36"W X 24"Ii) AWNING WINDOW TEMPERED 12 42"W X 40"H) HORM ROLLER WINDOW TEMPERED A 3 0 6 8 HOLLOW CORE DOOR H.C. DOOR B 2 8 6 8 S.C. DOOR 20 MIN. FIRE RATED SOLID CORE C 2 8 6 8 HOLLOW CORE DOOR H.C. DOOR D 2 6 6 8 HOLLOW CORE DOOR H.C. DOOR E 2668 POCKET DOOR F 15068 DI —FOLD DOORS H 4 0 6 8 BARN SLIDER DOOR I 4 0 6 8 CASED OPENING 3 3 0 6 8 CASED OPENING HANGER SCHEDULE ZV "SIMPSON" HU5210-2 WrrH (8)-16d TO HEADER AND (8)• 16d TO WALL H2 "SIMPSON" HUC412 WITH (16)-10d TO HEADER AND (16)-16d TO WALL FDOH in St. Lucie County E H Rh r^ toea 4 ' %ol. 0, V ar TABULATION G 2,119 Ft COV, PORCH 312 Sq. Ft ENMY 143 S . Ft GARAGE 638 Sq. Ft WORK SHOP 1,37b Sq. Ft Ft TOTAL 4,SM Sq. Ft &Yliamwm 3,✓1i•1 �i�vco�va�igllLl . euK. i . 0 f N nvlronmental ea I . j /? S",( Site Plan Approved for Construction SHEETNUMBER Supersedes All Previous Site Plans for OF OSTDS 5 -1 orl & ell # Date: / A x9 U 022019 4 Reviewer: RoNAw J. PRICE P.E. FL. REG. No. 17788 1 6 m WINDOW /DOOR SCHEDULE M SIZE/TYPE NOTES 1 (53 7/8" W X 63" H) SH35 WINDOW 2 (37 3/4" W X 63" H) SH25 WINDOW EGRESS 3 (37 3/4" W X 38 3/8" H) SH23 WINDOW TEMPERED 4 (27 1/4" W X 38 "" H) SHIA3 WINDOW TEMPERED 5 (DBL) 3 0 6 8 FRENCH DOORS ENTRY 6 3 0 6 8 SOLID CORE DOOR SOLID CORE 7 6 0 6 8 SLIDING GLASS DOOR 8 16 010 0 OVERHEAD DOOR 9 10 0 10 0 OVERHEAD DOOR 10 10 0 8 0 OVERHEAD DOOR 11 (36"W X 2441) AWNING WINDOW TEMPERED 12 (42"W X 40"11) HORIZ. ROLLER WINDOW TEMPERED A 3 0 6 8 HOLLOW CORE DOOR H.C. DOOR B 2 8 6 8 S.C. DOOR 20 MIN. FIRE RATED SOLID CORE C 2 8 6 8 HOLLOW CORE DOOR H.C. DOOR D 2 6 6 8 HOLLOW CORE DOOR H.C. DOOR E 266SPOCKETDOOR F 5 0 6 8 BI-FOLD DOORS H 4068 BARN SLIDER DOOR 1 4 0 6 8 CASED OPENING J 3 0 6 8 CASED OPENING 19''-O" ZLo' p" 58'-4• _ 94. 7os'f lo" 0 COY. roe41-( oe I N �1A9 6,r�P� 1 d(C • . y Lf 1 r'ril I Z 4ENO �R' w �l IpAO "A Poh f 9 Il i3� S- I o BeyCcI I , 2 I I � I calal•(Ey- 12 D Gb(a, � � .tl I I I KIW E tr}•'. ZI, A•„LL I I �'-o ° iLG1 ' q'-u I e.LU. � I � �f•�r"n�qq� � �_ � wla , I I1`/y \I ��/�',-,•\\ lD �,-all LMV�yY�a ® lI' Uu I. 'I _ IVI II l/ ./lull aou�fEK O��/ o/ p F= I� y� 9 �� RJ�+g�1r( .... _ o 0 A"( le tie-, v OFF d � 9 X� C-1A"ej tJ �N• N l �,IFeCME 1_ '� 4aultl%h5 we YI. � !`� Z'_q.,IGVG�• U7 _, .Grdtt� / —...} µ/ALL,- \ rjmolt — �'�wl edBla�Th �� IuT, �rZL 'NerALG 1. Ir i 41' Iq', pu 4,, I 91 yell -- Yxovlrl EAver- ov L e I i is �iE �2 1> U, lion ANr; W INbo+hl 0/18NIN(i4 (filtG) v I b L1iiK-4C1E I q nel Q al.ca , EtA�Eh'a — reMr. wall. (r'fP�) - t,� roUc, L.A,,Iqo V" wee 1 o �' O i IdlGA4Eb ©QNls(, I . �. v9ud Gn �� q�_s)°aLG1 _ GAIJ,'(It-�V�� iRJs� � I i � .�e�t9e� �o✓ I I nvl� uffi: 2 O NZ _ wooD l3E,aN) I � I I NpcE � I I I { I I y I I to I FAME i I I �l I I 0 wow i, i I I N , m ,o FCAMF- It�- a, V m11 1c'i 0" ' ` Im', o l- `-:J '• REVI CODE HANGER SCHEDULE ©1 "SIMPSON" HUS210-2 WITH (8)-16d TO HEADER AND (8)-16d TO WALL H2 "SIMPSON" HUC412 WITH (16)-10d TO HEADER AND (16)-16d TO WALL TABULATI®N LIVING 2,1191 Sq. Ft. COV. PORCH 312 Sq. Ft. ENTRY 143 S . Ft. GARAGE 638 S . Ft. WORKSHOP 11376 Sq. Ft. Sq. Ft. TOTAL 4,588 Sq. Ff. IF A • ML SCALE w ICI �-� U Wa A o H A/ I,i,l N h O N n A• Q' F.G.I U I� A W EWED FOR COMPLIANCE cIF COUNTY /ram\I IWO J I \ Ike f. I I i I 11 Ic;o'• ip" 1 ep'- 4„ __—______—_. .. _.. _ _—.— —_ r 1�,I�fEP +. Dw�� ('-II l ,,... �FI- � � � �,- - - --�-Y-'l�.E�id�f CfiolC �[EG�'SOS Cl1i�• � 111�W/Gi L Zq•'- o " FI � 1 - I 71 I I A-`1h{EP F-I 1 W Q pp� I �fG-Es5 1 —1 I- 7 " FOUNDATION SCHEDULE F-1 16"D X 16"W (2500 PSI) CONC. MONOLITHIC FOOTING W/ (2) #5 BARS CONTINUOUS F-2 8" X 8" (2500 PSI) CONC. MONOLITHIC FOOTING W/ (2) 45 BAR 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 SOIL P-1 36" X 36" X 24"D (2500 PSI) CONCRETE PAD FOOTING W/ #5 BARS @ 8" O.C. BOTH WAYS I �--(pR(ZtiDOPhI� \ Y co�l�e£?�GuRR�ii la NilNllo~J�j (tYP. of O.u.'aI+ODED 42E1K, � I - — lip �n A ( 0,, O 1, I� , 141, ATION PLC a H f 1 lul- O" IN /r;"C�r7aopsr) coin,ru�g "'lG)�Saoe. �1J'I'I IJ1101.,1�j A, 0 3' o" X12'_ol OeNc y YJALI is IN r " MLL 3'J IN. MIN. 21'iN CLEARANCE 21'IN 24 IN. CLEARANCE IN CLEi ARANCE FRONT OF OPENING SHOWER 00 WATER CLOSET OR BIDET \ WALL Y�:�4 ��IiiiILB 121 INLEARANCE CLEARANCE WALL 0 7U8 1 N - - _ WATER CLOSETS WALL MINIMUM REQUIRED TOILET BATHAND SHOWER SPACES (PER FRC307 11 Li REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC 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. _ FILE COPY efrZell f RoNALD J. PRICE P.E. FL. REG. NO. 17788 r—y __ - IMAXBaW 1I114ADRER SPAN 310 1 • " f .91-0" - 12'"0" 15'-0"1 17,-0" NUMI3ER'OF FULL LENTH STUDS EACH OP HEAAIa 2 2 3 3 3 Ih WASER OF HEADER STUDS SUPPORTING END OF HRAM9 11 1 1 1 2 2 3 rt RAVE F X9l TRUSS CONNECTOR SCHEDULE TRUSS ACTUAL UPLIFT CONNECTOR ID CONNECTOR UPLIFT DESIGN FASTENERS NOTES TRUSS ID BEARING POINT (20) 10d (20) 10d (20) 10d (20) 10d SEE DETAIL SEE DETAIL AT TRUSS FG01 A09G 1ST & 2ND 2356 (2)- HT 20 (2)- HTS 20 (2)- HTS 20 2900 2900 2900 B01G 1ST & 2ND 1548 B22G 1ST & 2ND 1599 B23G 2ND 1601 (2)- H7S 20 2900 FG01 1ST & 2ND 3377 CCQ46SDS2.5 7145 (14)-10d X 1 1/2" Q VALLEYS CONT. 100 # PLF ( )- MTS 16 1000 j 1 STRAP AT EACH END AND AT (1)- HTS 20 1450 24 O.C. (20) -10d AT FRAME BEARING ALL OTHERS AT FRAME BEARING LESS THAN 1000# EACH < 1450# 7 15 2019 TRUSS COMPANY ECT LAYOUT DATE 7 15 19 CUT -SHEET DATE TO BE SIMPSON STRONG -TIE AS SPECIFIED. NOTE: ALL STRAPPING NOTES: W/ (4)- #9 SD X 2 1/2" TO SUPPORTING SHALL BE INSTALLED AT EACH END AND TRUSS AND (3)- #9 SD 24" O.C. MAX. X 1 1/2" 1 VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED. VTCR 2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN. EMBEDMENT FOR ANCHOR BOLTS(A.B.). TRUSS NOTES: 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. 2) CONTRACTOR TO PROVIDE PAUL WELCH INC., AND BUILDING DEPARTMENT WITH ENGINEERED TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS, AND DIMENSIONS BEFORE ORDERING, AND INSTALLING TRUSSES. M TRI15S TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 51 SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS. PLUMBING NOTES: 1) 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 %" 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. R-20 SPRAY FOAM INSULATION ALUM. DRIP EDGE 1X8 P.T. WDYASCIA OVER 2X6 P.T. WD. SUB -FASCIA TRUSS TAIL BY TRUSS COMP 1X6 CYPRESS T&G CLG WITH (1)- 3" LONG FINISH NAIL EACH TRUSS EACH GROOVE WALL 2X4 WOOD LEDGER WITH 16d NAILS AT 12" O.C. SOFFIT DETAIL ots... 't DOOR OR WINDOW OPENING DOL 2X4 BILL, (WINDOW ONLY) 2I(# IITUDB AT 16" O.C. (4NDOW ONLY) +•.•, 1 1.... + .. 1 ... vi .�.... II It 1 1 - --�-- 'I1 MUES OR ROOF IONT PIPL PLAN DBL 2 X 4PTOP PLATE „STRAP EACH STUD TO TOP PLATE T2. O WITH"SIMPBON"SPH6WITH(10) 4 O 10d X l �IW NAILS STRAP EACH STUD TO HEADER op � • W17H "SIMPSON" LSTA 24 WITH (I8} 10d NAILS (6}2X12WOOD BEAMWITH 'A" PLYWOOD SPACER OLUED AND 3 ,NAILED WITH Wd'NAILS AT 8' O,C. STAGGERED TOP AND BOTTOM EAVES BOTH SIDES I -A•• t FULL LENOTH 2 X(o WOOD STUDS ��F c�A�G NeG "A" = s FEET -�� HEADER STUDS 2 X fpWOOD STWDS MMAL cEcfatciaaVrznrr rtaty vis" ZONE ROOF SHEATEM4 ATTACHNEIrrRF LIIRFMENTS STRAP EACH STUD TO BOTTOM ( NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD PLATE WITH %SIMPSON" SPH& WITH 2 NAILS AT 6" O.C. PERIMMER AND 6" O.C. FIELD (10)-10d NAR,S P.T. 2 X WOOD BOTTOM PLATE ® NAILS AT 4- O.C. POWA TER AND 6" O.C. FIELD (1)- $I#" WEDOB ANCHORS X r' NOTE: ROOF SHEATHING SHALL BE 1982" THICK CDX PLYWOOD ROOF SHEATHING EMBED. WITH 2" X 2" X 1/8" FASTENED TO ROOF FRAMING WITH 8d RING -SHANK NAILS (PER FRC803.2.3.1) SPACED WASHERS BACK SIDE OF OPENING PER ZONE DESIGNATIONS AS SHONW.ABOVE. AND 24" O.C. �----CONCRETE FLOOR FFOOTING I _ Dade ' - - WoW 95✓Pmk ater Plynoad, « od plank ,n aLo& Fastener pp«« ble Pa.xake Fi�tlWoad Sae" IL X_ DRYWALL BOTH SIDES METAL ROOFING ATTACHMENT REQUIREMENTS: METAL ROOFING TO BE ATTACHED WITH CORROSION RESISTANT PANCAKE -HEAD WOOD SCREWS #10 X I" MINIMUM (MINIMUM 3/16" PENETRATION THROUGH DECK). FASTENERS SHALL BE PLACED THROUGH THE NAIL STRIP AT 16" ON CENTER ACROSS PANEL WIDTH AND SPACING r 8M. PLAU OR j YM W ALONG THE NAIL STRIP AS FOLLOWS: NffA•• iAW/,TAP1 OR. ZONE I (Field): FASTENER SPACING = 6" O.C. ZONE 2 (Perimeter/ Ridge): FASTENER SPACING = 6" O.C. FOR 1W DW IFLOOR) ZONE 3 (Comers): FASTENER SPACING = 6" O.C. WITH 3/8" BEAD OF LAP SEALANT 85IM FLOOR ROOFING ATTACHMENT uts... PER FL# 20378.6 5-V CRIMP L METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE APPROVED MANUFACTURER'S FASTENERS. METAL PANELS SHALL BE ATTACHED PER A MANUFACTURER'S SPECIFICATIONS AND DETAIL THIS SHEET. UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES UNDERLAYMENT SHALL BE PALISADE SYNTHETIC ROOF UNDERLAYMENT (NOA# 16-1025.02). rf , "flimm , FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING THE WALL AND ROOF THROUGH JOINTS IN COPINGS, THROUGH MOISTURE -PERMEABLE r , MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS W.&. Raw ��s THROUGH THE ROOF PLANE. ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA F+� BUILDING CODE FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS, AT GUTTERS, WHEREVER N THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE U l FLASHING IS OF METAL, THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT l A i O LESS THAN PROVIDED IN FBC TABLE 1503.2. THIS. REQUIREMENT DOES NOT APPLY TO HIP AND RIDGE JUNCTIONS. ` ALL ROOFING INSTALLATIONS SHALL BE IN ACCORANNCE WITH FBC 2017. u �ZIt �—ATE YALVt: - Ml O y 1�1Ls C ) liodL�o� WV id SW4 p��MIT 411V 3o k Zook wrarL T4N � yy PT(U}V iY'1'611� WNI� � � U M �I -GAS RISER nts... REVIEWED FOR GAS NOTES CODE COMPLIANCE 1) ALL GAS INSTALLATIONS TO COMPLY WITH FLORIDA BUILDING CODE FUEL GAS ST. LUCIE COUNTY j..j 2017. 2) PROVIDE GAS CONNECTIONS FOR COOKTOP, OUTDOOR GRILL AND TANKLESS W.H. B®CG 1 (VERIFY ALL EQUIPMENT REQUIREMENTS PRIOR TO INSTALLATIONS).^1 3) PROVIDE SEPARATE PERMIT FOR TANK INSTALLATIONS. r , 4) ALL GAS PIPING TO BE POLYETHLENE PLASTIC PIPING. I+M 5) GAS RISER BASED ON FBCM TABLE 402.4(36), SPECIFIC GRAVITY 1.50, INLET PRESSURE 2.0 psi AND PRESSURE DROP 1.0 psi. r l 0 6) VENT WATER HEATER THROUGH ROOF PER MANUFACTURERS INSTRUCTIONS AND v FBCFUEL/GAS 2017. FILE COPY i P AUG'0 2 2019 RONALD J. PRICE P.E. FL. REG. No. 17788 9'-0" PLATE HT. 12' -0" PLATE HT. �%W .® FOR CODE COMPLIANCE ST. fLUCIE COUNTY BOCCE TRUSS PLACEMENT PLAN FILE CPS( A; P AUG2 2019 RONALD J. PRICE P.E. FL. REG. NO. 17788 STRUCTURAL NOTES 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) SOIL BEARING CAPACITY: 2500 PSF (MIN.). 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICLE CELLS, AND COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI COMPRESSIVE STRENGTH AT 28 DAYS. 4) SLAB / FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES & STEEL REQUIREMENTS. 5) MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS: 3" BEAMS: 1 '/2" SUSPENDED SLABS: 1 '/2" 6) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE PRESSURE TREATED. 7) SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO INSTALATION OF HARDWARE IS NOT PERMITED. 8) UNLESS OTHERWISE NOTED, THE INSTALLATION OF SPECIFIED HARDWARE SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD PRACTICIES. 9) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING -SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. 10) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS, EXTERIOR PLYWOOD SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d OR BETTER NAILS 6" O.C. EDGES, AND 6" O.C. FIELD, OR SCREWED WITH DRYWALL SCREWS 1.5" LONG AND 0.131 DIA. 2X4 WOOD BETWEEN' INSULATIC PRE-ENGINEERED WOOD TRUSSES AT 24" O.C. MAX "SIMPSON" STRAP PER TRUSS CONNECTOR SCHEDULE W' DRYWALL DBL 2 X 4 WD TOP PLATE 2 X 4 WD STUDS @ 16" O.C. WITH SIMPSON SP-4 W/ (6)-10d EACH STUD TOP AND BOTTOM PLATES %:" DRYWALL BOTH SIDES 2X4 P.T. WD BOTT. PLATE W/ 5/8" X 8" ANCHOR BOLTS AT 24" O.C. W/ 2" X 2" X 1/8" WASHERS (2500 PSI) CONC. FOUNDATION (PER SCH) nts... NOTE: FOR 6" INT. BRG WALL USE 2X6 FRAMING IN LIEU OF 2X4 AND USE SP6 WITH (6) -10d NAILS IN LIEU OF SP4. METAL ROOFING OVER 30 # FELT ON 19/32" CDX PLYWOOD SHEATHING NAILED W/$dRINGSHANK NAILS PER DETAIL �. PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX SIMPSON STRAP PER TRUSS — ------ `/' CONNECTOR SCH. �� --- ALUM. DRIP EDGE 1X8 P.T. WD•FASCIA OVER HARDIEPLANK NOTE: HARDIEPLANK SIDING TO BE ATTACHED OVER TYVAK BUILDING WRAP OR 15# FELT OVER PLYWOOD. HARDIPLANK TO BE APPLIED HORIZONTALLY WITH 1 %d' LAPS AT TOP OF PLANK. HARDIPLANK TO BE ATTACHED WITH FASTENERS 2'W' LONG, 0.223" HEAD DIAMETER, 0.092" SHANK DIAMETER, CORROSION -RESISTANT SIDING NAIL. FASTENERS SHALL BE PLACED IN THE OVER -LAPPED AREA AT < 8-1/4" ON CENTER VERTICALLY AND 16" ON CENTER HORIZONTALLY INTO STUDS THROUGH 5/8"PLYWOOD SHEATHING. 5/8" PLYWOOD SHEATHING TO BE NAILED TO STUDS WITH 8D NAILS (ail 4" O.C. PERIMETER AND FIELD. SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX SIMPSON STRAP PER TRUSS CONNECTOR SCH. - . Y ALUM. DRIP EDGE STUCCO CEILING: STUCCO OVER 1X8 P.T. WDYASCIA OVER WI RELATH W/ I IGA. 2" 2X6 P.T. WD. SUB -FASCIA NAILS W/ 3/8" 0 HEAD @ 6" O.C. OVER 3/8" SOFFIT PER DETAIL METAL RIB LATH @ 6" O.C. W/ (2 LAYERSOF DOUBLE 2X12 WOOD 15# FELT OVER EACH HEADER WITH'/2" CDX FRAMING MEMBER). PLYWOOD SPACER GLUED - AND NAILED W/ 16d NAILS SIMPSON AC4 W/ (28)-16d AT 8" O.C. STAGGERED NAILS EACH POST TO BOTH SIDES HEADER (USE SIMPSON — LCE4 @ CORNER POSTS WITH (24)-16d NAILS) P.T. 4X4 WOOD POST SIMPSON LSTA 18 W/ (14)- SIMPSON ABU44 WITH (12)- I Od NAILS AT CORNER 16d AND (1)- 5/8"m X 12" POSTS (1) PER HEADER "' ANCHOR BOLT �VVI "I �4� i- FINISHED GRADE (2500 PSI) CONC. =6N l6l�IGG=� FOUNDATION (PER SCH) TYPICAL 4X4 POST DETAIL nts... 2X6 P.T. WD. SUB -FASCIA / _R-20 SPRAY FOAM R-20 SPRAY FOAM INSULATION �! INSULATION SOFFIT PER DETAIL /2" DRYWALL CLG DBL 2X6 CONT. WOOD TOP PLATE SIMPSON SP6 W/ (6)-1 OD NAILS EACH STUD TOP AND BOT. -- 2 X 6 WD STUDS @ 16" O.C. PLATE R-191NSULATION -- HARDIE PLANK SIDING PER HARDIE NOTES 2X6 WOOD FIRE BLOCKING BETWEEN STUDS Y"DRYWALL WOOD OR VINYL BASE - FLOORING PER OWNER 2 X 6 P.T. WD BOTTOM PLATE W/ 518" 0 X 8" EMBED ANCHOR BOLTS W/ 2" X 2" WASHERS @ 24" O.C. 6" ' FINISHED GRADE 12" (2500 PSI) CONCRETE. FOOTING WITH (2)- #5 BARS CONTINUOUS (PER SCH) TYPICAL FRAME BRG. WALL DETAIL... SEE TYPICAL WALL SECTION FOR ADDITIONAL INFORMATION PRE-ENGINEERED ROOF TRUSSES @ 24" O.C. MAX SIMPSON STRAP PER TRUSS CONNECTOR SCH. SOFFIT PER DETAIL DOUBLE 2X12 WOOD HEADER WITH %2" CDX PLYWOOD SPACER GLUED AND NAILED W/ 16d NAILS AT 8" O.C. STAGGERED BOTH SIDES (NON-BRG) 1X6 CYPRESS T&G CLG WITH (I) 3" LONG FINISH NAIL EACH TRUSS EACH GROOVE (2500 PSI) CONC. FOUNDATION (PER SCH) III tl e ' • � CIO �p � a►1�6(t � t I( f FRONT ENTRY DETAIL .nts... KYWOOD WAIL. SHEATH GRADE D FELT PAPER PROVIDE BEAD OF SEALANT 3/d' FROM EDGE OF OPENING UNDERFELT APPLY FELT TO EXTERIOR OF OPENING AND FOLD FELT OVER JAMBS DOOR OPENING n � �JA � DETAiL WOM 1t MOYIID'P MAY BE USED IN LIEU OF GRADE D FELT. z. ENERGY CONSERVATION NOTES 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2017 ENERGY CONSERVATION RESIDENTIAL. 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. 3) THE BUILDING THERMAL ENVELOPE SHALL BE CONSTRUCTED TO LIMIT AIR LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THROUGH R402.4.4. 4) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH R402.4.1.2 5) WINDOWS, SKYLIGHTS, AND SLIDING GLASS DOORS SHALL HAVE AN AIR INFILTRATION RATE OF NO MORE THAN 0.3 CFM PER SQUARE FT, AND SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MUST BE TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. 6) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION R401.3. DETAIL AT TRUSS FC USS FGO1 IMPSON" CCQ46SDS2.5 WITH %d' X 4" SDS SCREWS (16) TO TRUSS AND TO POST 6 P.T. WOOD POST MPSON" HDU4 WITH )-SDS''/a"X2%2" 2X4 WOOD BOTTOM PLATE " ANCHORBOLT, USE SIMPSON DXY STRONG TIE SYSTEM WITH MIN. EMBEDMENT NCRETE FOUNDATION PER PLAN 1ST&2ND V, j W*t,, ;. SmAi411 m MADE DFELT PAPER (APPLDLAM 11t PROVIDE BEAD OF SEALANT W FROM EDGE OF OPENING UNDER FELT APPLY FELT TO EXTERIOR OF OPENING AND FOLD FELT OVER JAMBS I � . , WINDOW OPENING - CRADEDFELT PAPER SILL PANNING fill! (APPLIED 2n 1 t..H] WRAP OVERINTIRE SH,L OVER I APSIL PANNING4"PROVIDE BEAD OF SEALANT V" FROM EDGE OF OPENING UNDER FELT GRADE D FELTPAPER APPRON (APPLIED 1sT) 9" WIDE CONTINUOUS UNDER SILL PROVME I +oF SEALANT "FROMEDGE t T OF OMOM40 UNDER. FELT _ 'l I IN (i l J+ ter- x� s• 1Y BE UMD I#MLM OF GRADE D FELT. WALL FINISH /INSULATION NOTES 1) INTERIOR TO BE%" DRYWALL FINISH. 2) ALL INTERIOR GYPSUM BOARD TO BE MIN,''/z" THICK WITH (13 GAGE, 1 3/8" LONG, 19/64" HEAD; 0.098" DIAMETER, 1 %" LONG, ANNULAR -RINGED; 5D COOLER NAIL, 0.086" DIAMETER, 1 5/8" LONG, 15/64" HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER,1 518" LONG, 9/32" HEAD) SPACED AT 7" O.C. FOR NAILS AND 12" O.C. FOR SCREWS. 3) WALLS AT SHOWER TO BE TILE. PROVIDE CEMENT, FIBER -CEMENT OR GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288, C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER AREAS AND WALL PANELS IN SHOWER AREAS. (PER FRC 702.4.1 & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NOT GREATER THAN 450. 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME -SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A CRITICAL RIDIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 931, C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 13% OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR -CEILING ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 WITH AN ACCOMPANYING SMOKE - DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. CONCRETE FOUNDATION NOTES 1)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" SUBGRADE PREPERATION NOTES 1) 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 SU13GRADE 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 SU13GRADE 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. FILE COpy 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. REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ; 019 A RONALD J. PRICE P.E. FL. REG. NO. 17788 UG022 s 3 # 3/O THW IN 2" C 3 # 3/0 THW IN 2" C UNDERGROUND ELECT. SERVICE ELECT. SERVICE - - -- - aEPn ELECTRICAL NOTES • 120 / 240V 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC (NFPA 70) 2014 20 EDITION. DO 2 1 �1 2) A MINIMUM OF 75% OF THE LAMPS IN PERMANENTLY INSTALLED LIGHTING — EP„ MBR 200A FIXTURES SHALL BE HIGH-EFFACY LAMPS OR A MINIMUM OF 75% OF THE Mlb PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL CONTAIN ONLY HIGH- M 2001. 120 / 24OV EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO BE HIGH- 2 1 f EFFACY LAMPS) MBR 200A 3) RECESSED LIGHTING SHALL BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND UNCONDITIONED SPACES. M LO 3 # 3/0, #4, 2" C 4) SMOKE DETECTORS TO BE 110V W/ BATTERY BACK UP - ARC FAULT CD2CUIT 5) SMOKE DETECTORS TO BE LOCATED AS SHOWN, AND INSIDE AND OUTSIDE OF ALL EXISTING BEDROOM INTERIOR DOORS (NOT SHOWN) IF NOT EXISTING VERIFY. #4 CU GRND TIED 6) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR a - TO BLDG STEEL, CWP ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 3 # 3/0, #4, 2" C PROVIDE BRANCH CIRCUIT ARC -FAULT PROTECTION FOR ALL CIRCUITS SERVING: AND DRIVEN GRND ROD FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, #4 CU GRND TIED BEDROOMS, SUNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR TO BLDG STEEL, CWP ROOMS PER FBC AND NEC REQUIREMENTS. _ AND DRIVEN GRND ROD 8) 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. 9) CARBON MENOXIDE DETECTORS TO BE INSTALLED WITHIN 10' OF ALL BEDROOMS. \ NOTE: USE ALL COPPER WIRE. 10) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. ELECTRICAL RISER 1 DIST, i1t5„_ 11) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. NOTE: USE ALL COPPER WIRE. OPTION "B" . ELECTRICAL RISER / DIST. nts... OPr10N"A" wr/ wK ELECTRICAL LOAD CALC'S 3 K i \ . 4py g J PER NEC p I I 2119 S.F. @ 3 VA 6357 VA TWO 20A APPLIANCE CKTS 3000 I IW' ' I LAUNDRY 1500 �''� II colDRYER 6000 OVEFa 11 / I \ I DW N 11200 FAQ I F'A4� — i ®� ( 2400 "`���"��� (� REFRIGIS) 2400 _ I�(J 1 T R. PUMP (OPTION) 6400 pAN)rf. I I W ! 1 I THREE SPECIAL PURPOSE RECPT'S 26400 FAN I I I wiao�%o �r I — _ .� � TOTAL 74657 VA \ 1 FIRST 10 KW @ 100% 10000 REMAINDER R 40% 25862.8 • /TOTAL 35862.8 � AN — — 0 3 ( /! �. G1G1 a A/C HEAT 0100% 10000 M EX-FAu O SOn/cn � �.�y�j I � • w� FI Zyo TOTAL 45862.8 VA VP 1I 1 45862.8 - 1 I I I 240 191 AMPS 1 I 1 I 4' o., fw. Fs I \ ( USE 200 AMP SERVICE (� CZ) I Arc j\,,t''�j� A /yp 1 He pHLI PAkIEI, G `✓BAN 7rN r I p /.'1F1 PAGs L'1(i i Y � arf c / / °� ter- --•rqp i I ELECTRICAL. KEY SYMBOL SINGLE POLE SWITCH !h 3 THREE WAY SWITCH 0 DUPLEX CONVEPOENCE OUTLET (1) 1120V SPECIAL PURPOSE OUTLET 220V OUTLET WJUF= GROUND FAULT PROTECTION wp� WEATHERPROOF LIGHT FIXTURE ❑ FAN BOX/LIGHT FLUORESCENT LIGHT EXHAUST FAN O i SMOKE DETECTOR CARBON U2MXWE DETECTOR t1 EQUIPMENT DISCONNECT Gor-f- 1 REVIEWED FOR CODE COMPLIANCE ST. LUCIE COUNTY BOCC ELECTRICAL PLAN ,,"SCALE FILE COPY SHEET NUMBER OF AUG/b2 2019 RONALD J. PRICE P.E. FL. REG. NO, 17788 7 .. 1 I *WARNING* -THIS IS A PLACEMENT PLAN FOR ENGINEERED -BRACING: -SEE FINAL ENGINEERING SHEETS FOR THE -BACK CHARGES WILL NOT BE ACCEPTED UNLESS OUR ALL BEARING POINTS MUST BE 5 FOR THEIHHE ON FOLLO, D TRUSS NUMBER OFDAT DEPARTMENTOVES THEM IN DIOAPPRAMS HAVE NOT BEEN ANALYZED BY INSTRUCTIONS ON T1) BCSI BN SUMM RY SHEETS PL ESCTURAL AND THEDATACONNECTIION IINFO MBRACIG ON -ALL ANGERS ARE SIMPSONDESIGN STRONG-TTIE OR USPCE INSTALLED PRIOR TO INSTALLING ANY EAST COAST TRUSS, 2) PERMANENT BRACING FOR THE STRUCTURE IS HE -OUR DESIGN DEPARTMENT MUST APPROVE UNLESS OTHERWISE NOTED. INSTALL HANGERS TRUSSES! =FOR ERECTION AND INSTALLATION OF TRUSSES RESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN ACCORDING TO THE CURRENT SIMPSON STRONG -TIE FAILURE TO DO SO MAY RESULT IN FOLLOW INSTRUCTIONS ON THE BCSI-61 SUMMARY 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. OR USP CATALOG DAMAGED TRUSSES AND WILL VOID ALL WARRANTIES. SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS ENGINEERING TRUSS DRAWINGS. 98' 4" 14' 0" 26' 0" 4' 8" 538" 9'-0" PLATE HT. 12'-0" PLATE HT, Indicates Left End Of Truss � . . . _. IVICIIIUCI Martinez BBO - DBL. 2x12 BY BLDR. TOP @ 9'-0" (12) MTW20 STRAPS -TRUSSES THAT BEAR ON TOP CHORD OF FG01 Manuel Martinez Date: 2019.07.16 A5-04'00' *µ 1S 1- S'MATF OF lim iam na: alwwYepeor tgmt.4a Mmtrt.M vw� wnm. tkba.W WMplur wa um wa�epNaaxwraSMA 4 1/16" AUG 0 S 2019 ST. Lucie County, Pern ry LU H U) Q REVIEWED FOR C DE COMPLIANCE T. LUCIE COUNTY BOCC FILE COPY ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS ECT 4- O r ]EAST COAST TRUSS N 5285 5 r. LUCIE BLVD. FT. PIERCE, FL 34946 OFFICE, (772) 466-2480 FAX: U72466-5336 :USTOMER:Mathew Callahan OB NAME: Callahan Res. ,DDRESS:564 E. Midway Rd. :ITY/COUNTY:Ft. Pierce/St. Lucie JOB # J38104 JOB # MODEL:Model SQ FT 4685 DATE 07/15/19 (LATEST=/ / IN ACCORDANCE WITH THE EASTFLORIDA ADMINISTRATIVE CODE fi1GI5S31.00" ,. , EAST COAST TRUSS is the "Torsi Design Engineer" Tr"sses are Floridagnee in accordance with @e m,sammng cane NOTE: By approving this placement plan(s), signaturetl A anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts — financial responsibility for any repair, engineering, and J labor required due to errors other than those of EAST Q COAST TRUSS. Z Signed: Date: LL 0 CODE = FBC 2017/TP12014 ASCE 7-10 UJ DESIGN CRITERIA =MWFRS OCCUPANCY CATEGORY=11 c G EXPOSURE = C Q MWF SPEED =170 BUILDING TYPE =ENCLOSED Cn MEAN HEIGHT: 18.00 GRAVITY LOADS UU)) W FLOOR: DUR FACTOR= 1.0 J PSF=TCLL-TCDL-BCLL-BCDL Z 40.0,10.010.0,5.0 ROOF: DUR FACTOR= 1.33 U) PSF=TCLL-TCDL-BCLL-BCDL LLI 30.027.0,0.0,10.0 U) LOADS PER FBC & FRC *NON -CONCURRENT BC LL 10psf ZD CONCURRENT BC STORAGE LL 20 psf I— LLI DEFINITIONS V.4 MWF = MAIN WIND FORCE Q C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TIC = TOP CHORD LLI BC = BOTTOM CHORD U) LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT I— # =POUNDS O UPLIFT MUST BY-PASS FLOOR TRUSSES Z UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. O ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. 2X6 STRONG BACK BRACING, 10'-O" O.C., IS >— RECOMMENDED ON FLOOR TRUSSES ^ SPANNING 20'-0" OR MORE L1 O AUTION: SPANS GREATER THAN 30'-0" MUST BE SET WITH A SPREADER BAR. THE U SPREADER BAR SHOULD BE AT LEAST 1/2 r0 J ?/3 IN LENGTH AS THE SPAN OF THE TRUSS Q 3EING SET. \ / REFER TO BCI-B1 FOR COMPLETE O RECTION AND SAFETY PROCEDURES. ALL BEAMS BY BUILDER NOTE: TRUSSES DO NOT SUPPORT ANY PLANT SHELVES Q REVISIONS 2- SCANNEE 3- By O 4- St Lucie Cho, TRUSS PLACEMENT PLAN 1'6" 6" (1/4" if plotted 24x36) . Designed By: SB kLL BEARING POINTS MUST BE NSTALLED PRIOR TO INSTALLING A� FRUSSESI FAILURE TO DO SO MAY RESULT IN )AMAGED TRUSSES AND WILL VOID ALL WARRANTIES. 9' -0" PLATE HT. 12' -0" PLATE HT. -HIS isA PLACEMENT PLAN FOR ENGINEERED COMPONENTS AS DEFINED BY WTCA 1 - 1995. DIAPHRAMS HAVE NOT BEEN ANALYZED BY FAST COAST TRUSS. -OR ERECTION AND INSTALLATION OF TRUSSES FOLLOW INSTRUCTIONS ON THE BCSI-131 SUMMARY SHEETS AND SEALED ENGINEERED TRUSS DRAWINGS 3RACING -SEE FINAL ENGINEERING SHEETS FOR THE 1) FOR THE ERECTION BRACING FOLLOW STRUCTURAL DATA, NUMBER OF GIRDER AND TRUSS 4STRUCTIONS ON THE BCSI-131 SUMMARY SHEETS PLIES AND THE CONNECTION INFORMATION. 2) PERMANENT BRACING FOR THE STRUCTURE IS HE OUR DESIGN DEPARTMENT MUST APPROVE :ESPONSIBILITY OF OTHERS. ALTERATIONS AND/OR REPAIRS TO TRUSSES IN 3) INSTALL WEB BRACING AS STATED ON SEALED ADVANCE. NGINEERING TRUSS DRAWINGS. nA' 11, Indicates Left End Of Truss On Lavout & Enaineerina She DESIGN DEPARTMENT APPROVES THEM IN ADVANCE ALL HANGERS ARE SIMPSON STRONG -TIE OR USP JNLESS OTHERWISE NOTED. INSTALL HANGERS \CCORDING TO THE CURRENT SIMPSON STRONG -TIE )R USP CATALOG IVIGII llfCl Martine BBO - DBL. 2x12 BY BLDR. TOP @ 9'-0" (12) MTW20 STRAPS -TRUSSES THAT BEAR ON TOP CHORD OF FG01 TRUSS PLACEMENT PLAN Manuel Martinez Date: 2019.07.16 -04100' tars tsa?x�2 kSTATIE OF , 4 1/16" FOR LIANCE DuNTY e 0 2 2019 (rotim ENGINEERED TIMBER TRUSS SYSTEMS PRODUCTS r C V_ 4- 0 EAST COAST TRUSS N 5285 ST. LUCIE BLVD. FT. PIERCE, FL 34946 0) OFFICE: (772) 466-2480 FAX: (772)466-5336 cu STOMER:Mathew Callahan 3 NAME: Callahan Res. DRESS:564 E. Midway Rd. 'Y/COUNTY:Ft. Pierce/St. Lucie JOB # J38104 JOB # MODEL:Model SQ FT 4685 DATE 07/15/19 [(—LATEST=/ / "Truss Design Engineer" Trusses ere designed in accordance wiM the Florida Building Code NOTE: By approving this placement plan(s), signatured anywhere on this sheet, the customer or his representitive acknowledges that this placement plan complies with the structural intent of the project. The customer also acknowledges that this approval authorizes EAST COAST TRUSS to manufacture these trusses and deliver them to the project indicated on this drawing. The customer also acknowledges that he/she accepts financial responsibility for any repair, engineering, and labor required due to errors other than those of EAST COAST TRUSS. Signed: DE = FBC 2017/TP12014 ASCE 7-10 SIGN CRITERIA =MWFRS CUPANCY CATEGORY= II POSURE = C IF SPEED =170 ILDING TYPE =ENCLOSED AN HEIGHT: 18.00 FLOOR: DUR FACTOR=1 .0 PSF=TCLL-TCDL-BCLL-BCDL 40.0110.010.015.0 ROOF: DUR FACTOR= 1.33 PSF =TCLL-TC D L-BC L L-BCD L 30.0,7.0,0.091 0.0 LOADS PER FBC & FRC *NON -CONCURRENT BC LL 10psf CONCURRENT BC STORAGE LL 20 psf MWF = MAIN WIND FORCE C&C = COMPONENTS AND CLADDING TOB = TOP OF BEARING TC = TOP CHORD BC = BOTTOM CHORD LL = LIVE LOAD DL = DEAD LOAD psf = POUNDS PER SQUARE FOOT # = POUNDS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. ALL GIRDER/COLUMN LOADS MUST BY-PASS FLOOR TRUSS UNLESS SHOWN ON ENGINEERED TRUSS DRAWING. RECOMMENDED ON FLOOR TRUSSES SPANNING 20'-0'r OR MORE UST BE SET WITH A SPREADER BAR. THE TREADER BAR SHOULD BE AT LEAST 1/2 '3 IN LENGTH AS THE SPAN OF THE TRUSS EING SET. 1- 2- 4- 6- TO BCI-B1 FOR COMPLETE ON AND SAFETY PROCEDURES. SUPPORT ANY PLANT SHELVES REVISIONS A i J Q Z U_ W Q Cn Cn J Z D Cn W Cn W C/) O I— W U) I- O Z O 0 r 4- 0 0 ti (1/4" if plotted 24x36) Designed By: SB