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HomeMy WebLinkAboutSTAHLBERG ELECTRONIC SEALED PLANS Plaything&Development Services Department ���� � ! � � ���L�r TABULATION NOTES: Building&Code Regulations Division BAR SIZE I TYPE NOTES LIVING t, .Ft, 1) THE CANTRACTAR,sUIiC�NTRA�TtIR,SUPPLIER,E SHALL VERIFY ALL CT< 23 Virginia Avenue, Mart Pierce, L 34992-�(772)462-1553 1 pR 37 3!4" X 63"H �5 WINDOW COV.PORCH 574 Sq.Ft. DIMENSIONS,,CO1�ITIO�AT JOB�t�EE,PLANS, �'ECI CATIONS,EC Tr 2) STII,UCTURAL ffATURES NOT DETAILED ON THESE PLANS WILL BE 37 3/4"W X 63"I4 SH25 WINDOW EGRESS ENTRY 60 _SA- FL ADDRESSM BY THE ENGINEER AS CANSTRUCrION PROGRESSES. Certification for Design Load Compliance 3 (271/211 W X 6311 14 SH35WINDOW EGRESS GARAGE 497 S ,Ft. 3) ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER 4 (37 1/4"W X 38 3/11}4 SH33 WINDOW TEMPERED SCALED DIMENSIONS. Project Name- STAI'1LBERG RESIDENCE 5 BL 3 0 8 0 r-i DOOR SAI.�D CARE .I+`t, 4) :ALL CONSTRUCTION MUST CONWLY WITH THE FLORIDA U-ILDING CODE 6 3 0 8 0 SOLID CORE DOOR SOLID CORE ITOTAL 2,9"1 S •Ft. ( CI 2017,FUC 2017 RE DENTIAL,FUC 2017 FLt,1MRM'4G CODE,F BC 2017 Project Address., 1310 CO e i Ay it< 7' BI.)3 0 8 Q FRENCH DOOR GLAZED FBC2#17NEICY�t � �� 1ANA DIH � C�1�F�4 [ E � 8 3 0 8 0 FRENCH DOOR +:LA EiI 7€1)2014 EDITIOX Permit#: Occupancy Type: R Construction Type: V 9 16 0 8 0 OVERHEAD GARAGE DOOR 5) RESIDENCE LOCATED IN NEGLIGIBLE 'EATHER1NG AREA,AND IN VERY MJBQaJQNLFPA USE. A. 2 8 6 8 SOLID CARE 2011!IIIN.FIRE RATED DOOR HEAVY TEMM INFESTATION AREA PER FRC 301. B 2 8 6 8 R.C.INTERIAIL'I OOR •This certlf cation must be completed,signed,and steed by the design professional of record. C 2 6 6 8 POCKET DOOR POCKET DOOR - •Submit(2)copies for residential,(3)copies for commercial with all permit applications itnvotving the following: E 4 0 6 82I-F'ALD DOORS o New Residences(single or mufti-family) F 2 0 6 8 BI-FOLD DOORS o Residential Addition .. :. m���.sc 14't... �=1� .'C> -i l� � o Any acres ry structure requiring a building permit o Any non»r4afetl structure. •Note.Fortin not retired for Inte§rfor rehovations provided that no exterior structural elements are affected and '� _ � �,.�. _.., IT— certain � " ♦d, 6° � 6} � c 0 dp 4 4g'° g m? ��, 4t � .t- ��, '$�y® �,ma 's �\«« ��8 3! ..q 4,r `a �i o., A- wg �;� .k m certain min or building permits at the discretion of the local building offitial.Contact the#above for questions. a� � .. . w `I P I��✓ i� �� � � 4 "�� DESIGN P 14A I AN 4_ tIl�1PT1C>�tiSEf)s cram ! e all drat a 1 1,DESIGN CODE:Florida I Irk. Crane 2017 Edition with 20 supplements using ASCE 7-10 2.Structure Designed as(check one): X Enclosed Martially Enclosed ripen t 3.Risk Category. i X 11 111 Iv Exposure Categoryr B X C 11 � )1 --- a.Design Wind vekst ity i6h 124 ASD N/A LLRFD End ne Widtla. 5 ft a S.Mean fttsof Height. 15 ft R P;tcla: S :g2 parapet. f/A ft 6,components&Cladding Design Pressures Used.(PSF,based on 10sgft V WMRH,clearly label an all playa openings): I913 1.9.3 19.3 33.6 33.6 31.8 -30.7 Zone 1.; Zone 2m Zone 3. cane 4. x�tte S: Garage: � / � �-..�- �.. ,....._ � ....... ..-.� ..-... .� �-S .S -m79.1 -36.4 .9 -4L5 � 0 7.D -Design Loads,floor: N/A PSF Roof/Bead; 5 PSF hoof/Llve: 20 akony. N/A PSF � � � � � �, Dock: N/A PSF Deck. N/A PSF Stairs: If PSF fencer N/A PSF ftallin N/A fall=J CONCENTRATED '� gg 3q t Sr Were Shear Watts Considered For Structure? yes___Not Applicable Explain Why Not. Y `��"� �� � � 4 9.is A Continuous Load Path Provided? __IL Yes Not Applicable Explain Why Not: 10.Design Sol]Bearing Pressure. PSF SoR Test Reports Subm tted? yes D9SIGN PROFESSIONAL F T AT E : A 1 certify that,to the best of mar knowledge and belief,the attached plain&specifi€ations have been designed to of 4 COmply with the applicable structural portions of the building codes currently adopted and enforced by St.Lucie l 14 i � � J County.I also certify that structural elements depicted on these plans provide adequate resistante,to the designOF 4- py4f4 ��. forces sped: i as LL. to Ln Paul Welch P.E. 945 / 51<1 S Print Plante Cert#A Co.Cart Auth. 0 UO) � CL-5 Paul Welch Inc. _ r c 0 0 I 1 l l * l + , -1 lw C Signature,Date,and Seal 1.994 S.W.Biltrnr re St.Suite# 24 Part St.Lucie,FLON PLAN 3/19/2020 � ` I _ l �� } - � � �r 9� .� �' ��., � •� [� W Company.Name&Address . Y. 1 l i ' �... - C _. ty a MLIl ,� � � � � a� _{ � � gay .. ..,.... ..�, ..... .... tq, «w.a- .,.,., ..,., ..... «....eo , � !k �•' sf 1 d+q.. �• � �4 x£ 3'r* q� @" tf d[ �' ,. rrL �! a. 40 UJ LINTEL SCHEDULE-3A= APPLIED SAI"E APPLIED GRAVITY GRAVITY UPLIFT UPLIFT COMPOSITE. ���`�� � ��t��" � ` � I I � � LINTEL# LENGTH/TYPE LOAD LOAD LOAD LOAD BEAM .� t � �� � - L-1 7'-b" 90"U-LINTELS 2661 1500 1634 250 8FI6 IB-1T - " L-2 4'-6" 5411U-LINTELS 6133 200 2724 200 8F16IB-IT • -` L-3 3'-6" 42" U-LINTELS 5163 400 3547 300 SF16 1134T fov L-4 4'-6" 54"U-LINTELS 6133 3600 2724 1.600 8F161B-1T - - L15 T-6" 90"RECESSED 2459 350 1462 200 8RF14 IB-IT � ' � � � -- � L-6 4'-4" 52"RECESSED 5260 750 2635 400 8RF141B-1T a is L-7 7'-6" 90"RECESSED 2459 200 I462 200 8RF14 1B-IT • PA L-8 414" 521'RECESSED 5260 1500 2635 650 8RF14 1B-IT i $ ; #� all L-9 1714" 208"PRESTRESSED 1326 200 520 200. SF20 IB-I I4', fr 3 tt . t1 m Z y[ r w qp✓ m aR L40 6'-6" 7814 U�-LINTELS 3480 400 1880 350 8F16 I B-I T � �. � � �` �_ . � .�w . .�, � � w �.__�� �� � `__ ._ L-II 9'4" 112" U-LINTELS 1843 200 1.133 ZtlO 8FI61B-1T L-12 5'-10" 70"U-LINTELS 4360 200 2093 206 8F161B-ITVA I:-13 10'-61Y 120" U-LINTELS 1533 350 914 250 8F16 I B-I T L-14 5'-4" 64"U-LINTELS 5365 750 2290 400 8F16 1B-IT . NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS,.WORST`CASE LOADING IS SHOWN NOTE:PROVIDE"CASTCRETE"PRE-CAST CONCREE LINTEL AS NOTED ON PLANS. A0 6-44 -01 1 . ar I *IMT00 �. do rai8&Development Services Department 1a i p . Building eta Regulations Division : € C'et.1XV, 13 • d Product Review Affidavit Building Permit#� Owners Name 4>*T At 1.7p t;I GApplicant- Product DpenLeg tJeslgn € Product iLttgd BAatuafasYurer hta3e3 1 Number PrucS{gGat C.tase 3ltstlaad of al#achmerrtJMW P - Praatuues Deli Preauure _ — ."Umber T e I ii4` 3.1 Toast �'G� �. tY�Ei7�01L8 1"F�t T k'r4 a.1+• 41h�`SfJ��� '~L�`�J�✓O�IV� N wa. 'fi h - �' +F. � N1 �a� 4 • a « `�cs� � €m L Epp WOG S4 SIM Glass Care _ 4/ .. . ;p i� t R y :a �J�w q �9 -{- sue �^ "x - ,......,._.'" '�- zo f t¢ ...w..,. S r.,. .�.�,. SwAng-'� t7aore 4t'sI,t. -�� €'I�iGF' � � G/G £� C'L -1 -4v�F"� [ i,y� '/4,"A'f,.a'.F,�an .�.� c1 ''coh..r k f+, t at ,....��. .,T _ I�� �o CAL l=ti1t� � ...acC�...� u e i t 1 $�- E �' ! •�� boors - t.g,fw � a �` t_ �. C66 S'n~( 3n#{orJ$%aT ' oil �,.,'at I bave Mlewed the above comp osents air claMing amd I have approved their use is this structure, These products provide adequate resistance to the FLOW"Rwimtt toads PLAN 1/4"SCALE PAUL 7F1r�.rfLm mLm►E7INC. and forces spt dried by curremt a provisions. Name: �A u t V ti G t�� � Si�natnrr: a � P,E I�ECHAIVICAI., �` EI..ECTRICA.L * CIVIL ENGINEERING - - iv al Digitally signed by Paul 1984 S.W. BILTMORE ST. SUITE#1 14 Design ter: ap t c t� c No, _per. �a Welch PORT SAINT Lmucw, FL 34984 Paul WelchDate: 2020.11 .0414:17:07 f PHONE EMAIL (772) 78S-9888 PWEL CHI.NC @AOL'.0 OM -05'00' , P�#UL EL.C'H P.E. FL.'iREG. No. 29545 THE ELECTRONIC SEAL & SIGNATURE ABOVE CERTIFY ALL SHEETS IN THIS FILE " 1 �d� —+4,41 u " — u- a Lp @b "1 u N Z L./.:.fFT SIDE ELE ♦ ATIO ''/s"SCALE Lu C N _j FLu ® C E fl R '"v. = O a y� Vs 7% NI .�. 4 =�ifl CL qs fi93 } ,¢ # ..44,E ai.2 I.fC ui d AR ELEVATION 'la"SCALE js a N FdRIGHT SIDE ELEVATION "/; SCALE _ mmt- �a HARDIEPLANK AT CMU WALL: HARDIPLANK SIDING AT CBS TO BE ATTACHED OVER TYVAK BUILDING WRAP OR 15#FELT OVER �q 2"X2"FURRING @ 16"O-C.HARDIPLANK TO BE APPLIED HORIZONTALLY WITH I ''/4"LAPS AT TOP OF PLANK.HARDIPLANK TO BE ATTACHED WITH 8D X 2 '/z"LONG GALVANIZED BOX NAILSCAI PLACED IN THE OVER-LAPPED AREA AT 8"ON CENTER VERTICALLY AND 16"ON CENTER • HORIZONTALLY INTO FURRING.FURRING TO BE ATTACHED TO CBS WALL W/ /4"TAPCONS X 1 `/z" EMBEDMENT AT 16"O.C.VERT. OR 17.6 s Ir+9 D#' a p HARDIPLANK DIRECT TO CMU HARDIPLANK SIDING TO BE ATTACHED OVER TYVAK BUILDING .9 WRAP OR I5#FELT OVER EXISTING BRICK.HARDIPLANK TO BE APPLIED HORIZONTALLY WITH 1 - u bP ''/a'LAPS AT TOP OF PLANK.HARDIPLANK TO BE ATTACHED WITH ET&F FASTENING SYSTEM INC t'�i,$b' ET&F BLOCK NAIL{ET&F NO.ASM-144-125,HEAD DIA.=0.30",SHANK DIA.=0/14",LENGTH= 1.25" LONG OR MAX SYSTEM BLOCK NA1L. CP C832 W7 ICC HEAD DIA. 0.30 ,SHANK DIA. 0 5 , _. „ _ LENGTH 1.3 . OR AEROSMITH BLOCK NAIL, 5323HP,HEAD DIA. 0.30 ,SHANK DIA 0. • - „ w LENGTH= 1.25 )PLACED IN THF,OVER-LAPPED AREA AT 8 ON CENTER VERTICALLY AND 12 ON +" CENTER HORIZONTALLY INTO BLOCK. f'AilL VYE[.>, I INC. i�1 1?l..t" "t 4.tf, MECHANICAL ELECTRICAL, CIVIL EG#hiELii�3 f andL^I" '1984'u' .W. SILTMORE'tT. ^,�UITEii`;14 � . _._ 1' ONT IttEVATION %%'SCALE PORT SAINT L UGI�. F�.�49$!�`., PHONE EMAIL (772)785-9888 PWELCHINC@AOL.Com PAUL WELCH P.E. FL. REG. 1'"10. 29945 Y GAS NOTES CONCRETE FOUNRATION NOTES 1) ALL GAS INSTALLATIONS TO COMPLY WITH FLORIDA BUILDING CODE FUEL/GAS 2017. ])SLAB i FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE `G5 k .rylu t 2) PROVIDE GAS CONNECTIONS FOR STOVE,WATER HEATERS,DRYER,AND GRILL STRENGTH AT 28 DAYS. SEE PLAN FOR SIZES&STEEL REQUIREMENTS. (VERIFY ALL EQUIPMENT REQUIREMENTS PRIOR TO INSTALLATIONS). 3) PROVIDE SEPARATE PERMIT FOR TINDER GROUND TANK INSTALLATIONS. 2}MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: FOOTINGS:3" 4) ALL GAS PIPING TO BE POLYETHLENE PLASTIC PIPING, 5) GAS RISER BASED ON FBC FUEL/GAS TABLE 402,4(36),SPECIFIC GRAVITY 1.50,INLET SURGRADE PREPERATION NOTES PRESSURE 2.0 PSI AND PRESSURE DROP 1.0 PSI. 1)THE AREA WITHIN THE LIMITS OF THE FOUNDATION SHALL HAVE ALL „ w p l�^ U 6) VENT APPLIANCES TO EXTERIOR PER MANUFACTURERS INSTRUCTIONS AND FBC VEGETATION,TOP SOIL AND FOREIGN MATERIAL REMOVED. 1�f JLS Iu(N FUELIGAS 2017. 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. LP 3)SUBGKADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS K DETERMINED BY THE RESPONSIBLE CONTRACTOR. SOIL DENSITY TESTING BY low- 15TJ/u INDEPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE ACHIEVED. �} L got 4)AFTER FOOTING EXCAVATION,AND FORMING,CONTRACTOR SHALL RECOMPACT SUBGRADE SOILS USING SUITABLE VIBRATORY MECHANICAL COMPACTOR. THE UPPER 16 INCISES 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 �ES EUI'IQR S'I3RI{A(X t UNIFORMLY COMPACTED TO A MINIMUM DENSITY EQUAL TO 95%OF THE MAXIMUM 1) GARAGE FLOOR SURFACES SHALT'`BE OF Ak'FROVED NONCOMBUSTIBLE ��" � � t "� F DRY UNIT DENSITY OF THE FILL AS DETERMINED BY MODIFIED PROCTOR METHOD MATERIAI _ \ O IN ACCORDANCE WITH ASTM D-1557, 2) THE AREA OF FLOOR USED FOR PARKING OF AUTOMOBILES OR OTHER I� TUpy t) IA 5u P- VEHICLES SHALL BE SLOPED TO FACILITATE THE MOVEMENT OF LIQUIDS TO ti ) 1 6)CONCRETE SLABS ON GRADE SHALL BE PLACED OVER A POLYETHYLENE VAPOR A DRAIN OR TOWARD THE MATH dEHICLE ENTRY DOORWAY, t , \ a BARRIER WITH A MINIMUM THICKNESS OF 6 MILLS,INSTALLED WITH LAPPED JOINTS 5� _ i1 NOT LESS THAN 6 INCHES AND CONTINUOUSLY TAPPED WITH HIGH DENSITY ,.1 _ �' �w - POLYETHYLENE ADHESIVE TAPE. I/ � v E xz. c v�u7 a es Z LLL d ID In Je t " EaP G) (��j v1$9 ICE -' LF.q ID`—I a N` V a _ _ 2 A�e LLn Apr! �1 re 107 V 4"' N x aCv a ® z F Z �n g 3p ypp Q /^ CL y�'�.g - ii f p d^p t`F p� CL L �N i✓µ Z" ���2 m TM � f _ ii .� w! a 3 �" to -,-I LA Tq IT 4' 4- � III x f �.I LLUlYIl3ING NGI7CES; •�I � e I l-s t1 � 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 SHALT,BE ONE OF THE FOLLOWING:TYPE L COPPER,ALL IN PEN• a a 4 ! iP rYN� 4} SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND LL6 i WITHIN BLDG. Ghl + � T S} HOT WATER PIPING WITH A MINIMUM THERMAL RESISTANCE OF R 3 SMALL �`,") � g BE APPLIED TO PIPING LARGER THAN 11P NOMINAL DIAMETER,PIPING FROM r 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, 1 ° Ilk BURRIED PIPING,SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, n PIPING WITH RUN LENGTHS GREATER THAN 20 FEET. 6) WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 201fi �' ( m ENERGY CONSERVATION. ta �'I- ' w : FOUNDATION SCHEDULE F-I 16"D X 16" W(2500 PSI)CONCRETE MONOLITT-TIC FOOTING Wf(2)45 BARS CONTINUOUS F-2 16"D X 16" W(2500 PSI)CONCRETE MONOLITHIC FOOTING W1(2)#5 BARS CONTINUOUS (STEP FOOTING) > _. S-1 4" THK(2500 PSI)CONCRETE SLAB WLFIBERMESH OR 6"16" 10110 WWM OVER VAPOR BARRIER ON _ CLEAN COMPACTED CHEMICALLY TREATED FILL F N ATION PLAN °YP SCALE PAUL WELCH INC. MECHANICAL * ELECTRICAL, * CIVIL ENGINEERING 1984 S.W. 81LTmORE ST. SUITE#1 14 PORT SAINT LUCIE, FL 34984 PHONE EMAIL (772)785-9888 PWELCHINC@A®LCOM PAUL WELCH P.E. FL. REG. No. 29945 rt SAVE FASCIA PER TYPICAL WALL SECTION iR T STUCCO OVER WIRELATH W!I1GA.2" �. NAILS W/3/8"0 HEAD @ 6"O.C.OVER 3/8" '@ 2 METAL RIB LATH @ 6"O.C.W/(2 m 0. QRIDGEr� LAYERSOF 15#FELT OVER EACH y cq `� V FRAMING MEMBER) y <C \ \ \ Q 6"X 18"SCREEN VENTS AT 48"O.C.OR 4" CONTINUOUS SCREEN VENT �;! �✓ '�' WALL . , ,rF SOFFIT DETAIL nts.. - EAVE� , k -a .. E xt6 coffosiommsistant CALCULATE ATTIC VENTILATION "A"=s FEET ta�cucsn�urtcsav rra2vmr�rvv�el�y )1'I 1Iws dt; Sedian:160,7 CEILING = 2999 SQ.FF. ZONEPANEL FASTENER:#9-15 X(I V2")WOODSCREW,HEX-HEAD W/NEOPRENE WASHER 2999l150= 19_99 REQUIRED VENTILATION ROOFcI1> ATHINGATTACH>L+xjMRR RR�W I „ AT THE RIBS OF THE PANEL,(3/16"MINIMUM PENETRATION THROUGH THE PLYWOOD). ALL 243.534 L.F. OF 6 X 18 " VENTS @ 48 "O.C. = 45.7 SF!2 � NABS AT 6 O.C.PERIMETER AND 6"O.C.FIELD FASTENERS TO BE CORROSION RESISTANT.FASTENERS SHALL BE INSTALLED WITH SCREWS = 22.8 SF AVAILABLE FOR SPACEDPERBELOW: CROSS VENTILATION NAILS AT 6"O.C.PERIMETER AND 6"O.C.FIELD ZONE 1,2,&3 : SCREW SPACING 16"O.C.AND 6"O.C.ACROSS PANEL AT PANEL ENDS 22.8 SQ.FT. > 20 SQ.FT. VENTILATION O.K. fl NAILS AT 4"O.C.PERIMETE)I AND 6"O.C. FIELD PROVIDE 6"X 18" SOFFIT VENTS @ 48"O.C. ROOFING ATTACHMENT nt3... NOTE:ROOF SHEATHING SHALL BE 19132"THICK CDX PLYWOOD ROOF SHEATHING PER FL#17443.1 FASTENED TO ROOF FRAMING WITH 8d RMO-SHANK NAILS(PER FRM3 2 3 1)SPACED METAL ROOF PANELS SHALL BE SECURED TO THE SUPPORTS IN ACCORDANCE WITH THE PER ZONE DESIGNATIONS AS SHONW.ABOVE. APPROVED MANUFACTURER'S FASTENERS.METAL PANELS SHALL BE ATTACHED PER MANUFACTURER'S SPECIFICATIONS AND DETAIL THIS SHEET. UNDERLAYMENT SHALL BE INSTALLED AS PER MANUFACTURER'S INSTALLATION GUIDELINES UNDERLAYMENT"SHALL BE APPROVED ASTMD 226 TYPEII30#ROOFING FELT. ? LLI LLI LLI W I LI W I W I Ill LU v_ UNDERLAYMENT APPLICATION. C7 UNDERLAYMENT SHALL BE ONE LAYER APPLIED IN THE FOLLOWING MANNER.UNDERLAYMENT SHALL BE APPLIED PARALLEL TO AND STARTING FROIvi THE EAVE'_ANDLAPPED 41NCHESAT SIDES AND 61NCHES AT ENDS,UNDERLAYMENT SHALL:BE FASTENED:WITH CORROSION RESISTANT TINCAPS AND I/T ANNULAR RING-SHANK NAILS,SPACED 6"O.C.AI`ALL LAPS AND TWO STAGGERED ROWS 12"O.C.IN THE FIELD OF V - J B 1 THE ROLL. DISTORTIONS IN THE UNDERLAYMENT SHALL NOT INTERFERE WITH ROOF PANNEL INSTALLATION. . . .� .. } �+ d to C3 -� `- 4" 2' FLASHING SHALL BE INSTALLED IN SUCH A MANNER SO AS TO PREVENT MOISTURE ENTERING U. d' l9 ( THE WALL AND ROOF THROUGH JOINTS IN COPINGS,THROUGH MOISTURE-PERMEABLE Qrr Ln d{3 } MATERIALS AND AT INTERSECTIONS WITH PARAPET WALLS AND OTHER PENETRATIONS on =V zv THROUGH THE ROOF PLANE.ALL FLASHING SHALL BE IN ACCORDANCE WITH FLORIDA ' CJ BUILDING CODE ate+ N 4N ( FLASHING SHALL BE INSTALLED AT WALL AND ROOF INTERSECTIONS,AT GUTTERS,WHEREVER UJ c .t THERE IS A CHANGE IN ROOF SLOPE OR DIRECTION AND AROUND ROOF OPENINGS. WHERE y FLASHING IS OF METAL,THE METAL SHALL BE CORROSION RESISTANT WITH A THICKNESS NOT ++ O LESS RIDGE THAN PROVIDED IN FBC TABLE 1503.2.THIS REQUIREMENT DOES NOT APPLY TO HIP AND _ C 0 JUNCTIONS. 12" DEEP tL COFFER ALL ROOFING INSTALLATIONS SHALL BE IN ACCORANNCE WITH FBC 2017. ( p I Lu ) � 00, ®® _r 4 - 5/12 PITH 2 aEli ____________________ 1 � r ' I TRUSS CONNECTOR SCHEDULE SS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES TRUSS ID BEARING POINT TRUSS �- ID ! UPLIFT DESIGN 5 I 1 12" DEEP E '�' A18 2ND 2199 — _ -- - -- _ (1) DETAL20 - 2480 (18)-lOd X 1 1/2owl COFFER C8 1ST&2ND 2030 3 7 - 2_ ETA20 - - 2500 - ((-2122})_-1 160d_d & (1)-5/8B2 1ST&2ND (1}- MT 39653547 ------- ---- - �^ AB ( � VALLEYS CONT. 100#PLF ( ) MIS 16 1 1000_ - - 1 STRAP AT EACH END AND AT 24" O.C, X 11J2' �1 ALL OTHERS AT j - -- -- - - -_ 1 ( ( CBS BEARING LESS EACH < 1800# (1)-HETA 20 1810 "(9)-lOd X 1 1/2 - AT CBS BEARING h�1 ---- 180Q# .I - --- -- ALL OTHERS - 11 ! FRAME BEARING i EACH < 1000# (1)- MTS 16 1000 (14)-10d X 1 1/2" AT FRAME BEARING LESS THAN 1000# �{ h - -- - -- --12 TRUSS COMPANY KOST LAYOUT DATE _5 26 2020 CUT SHEET DATE �26 2020 - QI -- - --- -- - - - 12" DEEP -- - - - -- — ---1 - NOTE ALL STRAPPING TO BE SIMPSON STRONG-TIE AS SPECIFIED T COFFER VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/(4)_#9 SD X 2 1/2"TO SUPPORTING TRUSS AND(3)-#9 SD X 1 1/2" Anum 1 24 TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED.VTCR SHALL BE INSTALLED AT EACH END AND 24" O.C. MAX �► M 2 USE SIMPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN EMBEDMENT FOR ANCHOR BOLTS(A.B.). - J3 J 1 1 - -- TRUSS NOTES. - - _._ - - __ -- - - - - ---------- ----- 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER `11 C'J 2 PAY 2) CONTRACTOR TO PROVIDE ENGINEER.,AND BUILDING DEPARTMENT WITH ENGINEERED - - -- - - - -- -- - -- m✓ F1 TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS AND DIMENSIONS BEFORE'ORDERING, _. - - -- -- --- -- - -- -- V __- � � J '� � �$` 2 AND INSTALLING TRUSSES. r } 3 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. J 1 CJ 5) SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS. r r TRUSS LAYOUT /n SCALE AUL WELCH INC. aw.ca' m MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE#114 PORT SAINT LUCIE, FL 34984 PHONE EMAIL (772) 785-9888 PWELCHINC@AOL.COM PAUL WELCH P.E. FL. REG. No. 29945 JUL 3 1 2020- WALL MUSH/INSULATION NMS STRUCfiURAL NOTES 1) INTERIOR TO BE Y.-DRYWALL FINISH. a » „ L) DESIGN LOADS IN ACCORDANCE WITH ASCE7-10. 2) ALL INTERIOR GYPSUM BOARD TO BE MW-1= THICK WITH(13 GAGE,13/8 LONG,19/64"HEAD;0.09811 DIAMETER,11/4"LONG,ANNULAR-RINGED;5D 2) SOIL BEARING CAPACITY:2500 PSF(MIN.). COOLER NAIL,0.OW'DIAMETER, 15W LONG,15/"'HEAD;ORGYPSUM BOARD 3) ALL STRUCTURAL CONCRETE IN BEAMS,LINTELS,VERTICLE CELLS,AND _ " COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 PSI f NAIL,0.086"DIAMETER,15/8"LONG,9/32"HEAD)SPACED AT 7 O.C.FOR NAILS COMPRESSIVE STRENGTH AT 28 DAYS. AND 12"O.C.FOR SCREWS. 4 SLAB/FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE BOTTOM CORD OF TO BE TILE.PROVIDE CEMENT,FIBER-CEMENT OR ) 3) WALLS AT TUB f SHOWER STRENGTH AT 28 DAYS.SEE PLAN FOR SIZES&STEEL REQUIREMENTS. �8 TRUSS GLASS MAT GYPSUM BACKERS IN COMPLIANCE WITH ASTM C 1288,C 1325,C MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS: 1178,OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' FOOTINGS:3" BEAMS:l Ifz" /a" la"DRYWALL(WALLS SUSPENDED SLABS: 1 RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER INFORCING STEEL A MINIMUM OF 48 BAR DIAMETERS EXCEPT AS ^� AREAS AND WALL PANELS IN SHOWER AREAS.(PER FRC 702.4.1&FRC 702.4.2). 6) LAP ALL RE AND CLG) 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED INDEX OF NOTED GRADE 60 STEEL MINIMUM IN BEAMS AND COLUMNS. NOT GREATER THAN 450. 7) ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL BE 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD PRESSURE TREATED. CLASSAFICATION OF NOT GREATER THAN 200. ` 8} SPLITING OR CRACKING OF STRUCTURAL COMPONENTS DUE TO 2 X 4 WD TOP PLATE OR INSTALATION OF HARDWARE IS NOT PALMATED. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL UNLESS ��" ,"_""`"'"'"�""'"'"'-."`" I 1/2"X 3 518"METAL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE 9} UNLESS OTHERWISE NOTED,THE INSTALLATION OF SPECIFIED HARDWARE RUNNER CENTIMETER.EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO SHALL CONFORM TO THE MANUFACTURES INSTRUCTIONS AND STANDARD THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL PRACTICIES. 2 X 4 WOOD STUDS @ 24" COMPLY WITH SECTION FRC316, 10) LINTELS SHALL HAVE A MINIMUM 4"BEARING EXCEPT RECESSED LINTELS �-� � O.C, 7) PER FRC 7021.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALL SHALL HAVE 8"BEARING. I ' CONFORM TO ASTM C 36,C 79,C 475,C 514,C 630,C 931,C%0,C 1002,C 1047,C 1 STUDS PROVIDE#5 CORNER BARS W/30"MIN.LAP SPLICE FOR BOND BEAM. STUDSS X 3 @ 24" METAL 2) O.C.O . 12} EXTERIOR CEILING AND SOFFIT NOTE:EXTERIOR CEILING AND SOFFIT TO BE 1177,C 1178,C 1278,C 1395,C 13%OR C 1658 AND SHALL BE INSTALLED IN STUCCO OVER WIRELATH W HGA.2"NAILS W/3/8"13 HEAD @ 6"O.0 OVER ACCORDANCE WITH THE PROVISIONS OF FRC,AND ADHESIVES FOR THE 3/8"METAL RIB LATH @ 6"O.C.W/(2 LAYERSOF 15#FELT OVER EACH INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557 FRAMING MEMBER). la"DRYWALL BOTH 8) INSULATION MATERIALS,INCLUDING FACINGS,SUCH AS VAPOR RETARDERS SIDES(SEE WALL FINISH OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING NOTES FOR WALLS ASSEMBLIES,ROOF-CEILING ASSEMBLIES,WALL ASSEMBLIES,CRAWL ADJACENT TO SHOWER SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 AND TUB) WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. 2X4 P.T.WOOD BOTT. ENERGY CONSERVATION NOTES PLATE 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING CODE 2014 ENERGY CONSERVATION RESIDENTIAL. OR I 'h"X 3 METAL 2) CEILINGS WITH ATTIC SPACES SHALL BE INSULATED WITH R-38 INSULATION. RUNNER W/TAPC(?NS @ 24"O.C. 3) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIOND SPACES TO UNCONDITIONED SPACES SHALL BE WEATHERSTRIPPED AND INSULATED TO y A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING SURFACES, A WOOD FRAMED OR EQUIVALENT BAFFLE OR RETAINER IS REQUIRED TO BE � .. — CONC.FLOOR PROVIDED WHEN LOOSE FILL IS INSTALLED,TO PREVENT LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. __ 4) LEAKAGE IN ACCORD BUILDING ANCE WITH THE REQENVELOPE L BE UIREMENTS R 02.4D TO LIMIT 1 THROUGH 1 1 d I A� �1 LRZ®1S IV�1 V`BR` '. WALL LLL DLTAjL 11t5... R402.4.4. 5) THE BUILDING SHALL BE TESTED FOR AIR LEAKAGE IN ACCORDANCE WITH _ R402.4.1.2 Z U- Rt 6) 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 "1 N Z TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. _ J 7) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL(EPL)DISPLAY CARD IN ACCORDANCE WITH FBC 2017 ENERGY CONSERVATION R401.3. W .C � Q CL y E W SEE TYPICAL WALL SECTION FOR METAL ROOFING OVER i METAL ROOFING OVER ADDITIONAL INFORMATION 304 FELT UNDERLAYM'ENT ON 30# FELT UNDERLAYMENT ON 1 1'2„ DX PLYWOOD ROOF �.... 9 C 9132"CD 1 X PLYWOOD ROOF PRE-ENGINEERED WOOD TRUSSES SHEATHING WITH SO RING-SHANK . ' SHEATHING WITH BD RING-SHANK @ 24 O.C. {iYIAX:SPACING) N 4 - NAILS PER DETAIL AILS PER DETAIL PRE-ENGINEERED WOOD TRUSSES a PRE-ESIGINEERED WOOD TRUSSES SIMPSON STRAP PER TRUSS . / CONNECTOR SCII.' cr,24 'O.C.,(MA:K. SPACING) ct 24"O.C. (MAX. SPACING): " _.-. _ .__. __..____ .__ ___.. _._ __ . _ "SIMPSON" STRAP PER TRUSS SIMPSON" STRAP PER TRUSS y CONNECTOR ScII -NECTCONOR S H R-30 INSULATION ( � IE'I'AL,FLASHING(DRIP EDGE) MI:TA;1�LASIIING (DRIP EDGE) Frirt ------------- DRYWALL(CEILING) ` df STUCCO CETI LNG PER STRUCT..�..r ., (2 ROWra) I X 6 CEDAR FASCIA OVER NOTE#12 #5 REBAR Wt 90 DEGREE.HOOK _ l/r DRYahtALL(CEILING) _�I X 6 CEDAR FASCIA OVER 8"7�{"CONTINUOUS,I'iNi10US CONCRETE n :. I ROW 8 X 16 CMU COLUMN WITH }SEAM 8LOCKW/(1)-#5 BASIN , " : 2X4 W+SOD SUB FASCIA { ) _ „ 2X4 WooD SUI3-FAsczA „; �. H „ >, 2 -#5`BARS VERT.FILLED WITH 3000,PS CONC. FILLED EAC1 �L ; ' ` 8 X8 CONTINUOUS CONCRETE { ) (I ROW) STUCCO SOFFIT"PER ( D ; . STITCC"O O R « BEAM BLOCKW/(1.)-#5 BAR 1N .(3000 PSI):CONCRETE, 8"X8" CONTINUOUS CONCRETE 3 :x„ SOFFIT DEIAII "s000 PSS CO2vC.FELLED EACH CORNER COLUMNS ARE F3EAT�4 BLOCK WI(I -#S BAR IN" ^SC)FFST DET AIL. 8,,PRECAS LINTEL Wl{T) #5°BAD ;, i t } CH CEO $"X 8"X 16"CMLt COLUMN WITH CONC. PILLED EACH CELL IN(3000 PST} CON PIL1 ETY ELL (3000 PSI) ---#5 REVAR Wi 90 DEGREE HOOK / (3)-45 BARS VERT.FILLED WITH ".. #5 REBAR W190 DEGREE HOOK AT ALL Z)OOR ANI7 WINDOW, « 8"FRACAS LINTEL tiUt(Ij-#s BAR IN :3000 PSI)CONC (3000 PSI)CONCRETE .g"PRECAS LINTEL W/(1)45 BAR OPENINGS(SEE LINTEL SCH. FOR . { >) RETE.:FILLED CELL 8"X8"�i16'CONCRETE BLOCK a (SEE LINTEL SCFI."FOR MORE IN{3000 PSI.) CONCRETE FILLED CELL. 8"X8"X16"CC7NCR[TE BLC?CK MOO INFORMATION} ,...m...„.„-..--«-. INFORMATION) ___ . AT AL DOOR AND WINDOW (MASONRY) (ivtASC?NIZY) �z _, __ # . STLICCO FINISH OPENINGS SEE LINTEL SC:H. FOR %a°r DRYWALL(WALL) _ y� r ( #5"VER.'I": REBAR IN{3000 PSI)` #5 VERT. REBAR (3000PSI) MORE INFORMATION) @ CO am- FOR LED CE OIkIS: CONCRETE FILLED CELL SX2 F1I2KING 36"Olt,24"O:C — ROUGH,' __.__._ . (SEE PLAN FOR LOCATIONS} (SE�,I'T1AAI ) ( ' tot S 'UCC'O FINISHSTvcCO FI S .II F1FOIL INSULATION 8 #5 KEBAB W130"MIN.LAP SPLICE .(�a c} LAP.-SPLICE , #5'RtSAR W/30' MM LAP SPLICE .5 REBAR W/30"MIN" "- Vt�EIOr� , FINISHED GRADE — { 1} a u rtres(f /s7, aaaea 'n a' 2500PS CONC. IOFkNDATSON s ` 4rC r ") (2500 PSI) CONC:. FOUNDATION (�° EfRt " E PLAN AND �! e.(f*.'1 "" .'t�d:.T a� SIZES D III, d. A" sI BE PLAN FOR SIZES AN SE FOR SIZ yytb I'.' 2500 PSI CONCRETE FOUNDATION ( i" SPEC.D`*ICATIONS E ' .-• I. SEE PLAN FOR SIZES AND ' � ' $� � SPECIFICATIONS , ' Ii�/7P�Ao-�s (=� !?g ,it FINISfIED GRADE 4I ga t' ds l h, SPEC.IFICA IONS) FINISHED GRADE Q TYPICAL WALL SECTION. TYPICAL COLUMN SECTION � & PAUL WELCH INC. MECHANICAL s s � ELECTRICAL '" CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE#114 !� PORT SAINT LUCIE, FL 34984 PHONE EMAIL, (772) 785.9888 PWELCHINC@AOL.COM JULNED, PAUL WELCH P.E. FL. REG. No. 29945 (2) #5 IN FULLY GROUTED CELLS ADJACENT TO GARAGE DOOR OPENING AS SHOWN WATERPROOFING N91-ES. 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER STUCCO CEMENT FINISH --- RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER, THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE. MANUFACTURER'S RECOMMENDA TONS, THE APPLIQATit}N OF FILLED CELL AT JAMB BLACK TYP C ) THE CMU WATER RESITANT COATING SHALL INCLUDE THE ENTIRE SURR pF THE CMU WATER RESISTANT COATING OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 4"' "M (SEE WATERPROOFING NOTE #1) EACH DIRECTION, ALL CMU WATER RESISTANT COATINGS SHALL BE €NSA-kl `46§ o.. ° TO BUCK INSTALLATIONS. p ?: ' 2, INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN .'a 1x3 P.T. WOOD FIRRING ALL (3) SIDES BUCK AND MASONRY. a 4 ° CONTINUOUS 2x6 P.T. (SYP) WOOL} JAMB FASTENED w/ %"x3 la°' E 3, PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER ,BEAD OF SEALANT (S.S. 304) HILTI KWIK BOLT 3 EXPANSION ANCHOR (OR u WOOD TRIM BETWEEN THE BUCK AND THE: MASONRY TO PREVENT THE PASSAGE OF LIQUID EQUAL) w/ 2" SQUARE 'WASHER SPACED 016" O.C. MAX. V R BEHIND THE BUCK, COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS WITH *- �� SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE CUT ENDS AND THE Z W y ID CORROSION RESISTANT FLASHING• ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED _. LA PER WATERPROOFING NOTE #2 1x6 P,T. WOOD'BUCK NTH SEALANT PER WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. STEEL TRACK BRACKETS TO'' BE FASTENED TO. WOOD WATERPROOFING NOTE #4 AND ANCHORED TO u "A 2x6 BUCK w/ PER GARAGE DOOR MA'N )FACTURER'S N Z r MASONRY w/ 1-)C CASE HARDENED COIL 4, PROVIDE PAN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SPECIFICATIONS (OR AS NOTED BELOW) is APPLY PERIMETERS SEALANT CAULK NAILS OW O.C. MAX. SHALL BE SEALED OR SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE t BETWEEN BUCK & WINDOW FRAME OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. W C N V (SEE WATERPROOFING NOTE #5) SEE WATERPROOFING NOTE #6 INCORPORATE PAN FLASHING AT HEAD AND SILL AS WELL. PAN FLASHING SHALL w OH D TRACKA_CKETS TQ J' T SUt v BE CORROSION RESISTANT. ANCHOR DOOR JAMB HEADER TO MASONRY IN a STRICT ACCORDANCE WITH MANUFACTURE'S 5, PROVIDE cQNTiNUOUS 3/8" BEAD SEALANT- ON WINDOW / DOOR FRAMES AT ALL 7' HIGH DOOR: (7) rXe' x 1•- " LONG CORROSION RESISTANT - s PRODUCT APPROVAL INSTALLATION REQUIREMENTS. PER€NITER UN FRONT AND BACK SURFACE }'RIOR T'a WINDOW / DOOR HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S ¢ '�- s c INSTALLATION. r ' « — €NSTALLATI.ON INSTRUCTIONS. p� _ r 1+ 6. AFTER WINDOW/ DOOR INSTALLATION PROVIDE FOAM SEALANT" BETWEEN THE-BUCK E (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT ftlo K AII�,. _. _ INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. __ _� ._.___._._..._.S._. W SCALE. ��55 -� ���L�: �.T.�. - -.q SCALES ¢Y.T. .^ STUCCO CEMENT FINISH :i FILLED CELL AT JAMB BLOCK (TYP) CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE j#1) ~ CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 $• A lx3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS A CONTINUOUS FOAM INTERIOR AIR FASTENERS AS REQUIRED BY WINDOW MANUFACTURER AND WATER SEALANT PER WATERPROOFING NOTE #6 CORROSION RESISTANT FLASHING PER WATERPROOFING APPLY PERIMETER SEALANT CAULK SEE WATER PROOFING NOTE #6 NOTE #2 � g ICI STUCCO CEMENT FINISH BETWEEN BUCK & WINDOW FRAME L FILLED CELL AT JAMB BLOCK (TYP) ( MARBLE SILL CAULK SEAM AT WINDOW INSTALLATION (SEE WATERPROOFING NOTE #5) w e� ANCHOR ix4 P.T. (MIN.) BUCK WITH SEALANT (SEE WATERPROOFING NOTE #5) PER WATERPROOFING NOTE #4 AND ANCHORED CMU WATER RESISTANT COATING .ay CMU WATER RESISTANT COATING MORTAR OR „_. TO MASONRY WITH 1-h" CASE IfARDENED COIL, (SEE WATERPROOFING NOTE #1) (SEE WATERPROOFING,NOTE #t) © n°:.. NAILS 012 O,C. MAX. GROUT ; '' ° a : ,:., y,• -SET SILL_ IN FU€.,€_ MORTAR BED � b �.a 1x3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS ANCHOR WINDOW FRAME TO MASONRY IN STRICT a ° ACCORDANCE NHTRI MANUFACTURE'S PRODUCT — STUCCO OR DECORATIVE CEMENTTIOUS COATING • FOOD TRIM APPROVAL INSTALLATION REQUIREMENTS. 3�z" DRYWALL k 8" C.M.U, Y' 2x8 P.T. WOOD BUCK WITH SEALANT PER /�" FURRING TO MASONRY WALL APPLY PERIMETER SEALANT CAULK WATERPROOFING NOTE #4 AND ANCHORED TO " g BETWEEN BUCK & WINDOW FRAME ( 4 " MASONRY WITH -0 PPH) TAPCONS 0 3" FROM END NOTE: (SEE WATERPROOFING NOTE #5) AND 6" O.C. (STAGGERED) TAPCON LENGTH TO PROVIDE 1-14 MASONRY EMBEDMENT. WINDOW FRAME SHOULD B£ COMPLETLY SEATED l ON THE BUCK. IN NO INSTANCE SHALL THE -k ' pM��•f4 CORROSION RESISTANT FLASHRNG SEE WATERPROOFING NOTE #6 FRAME OVERHANG THE BUCK PER WATERPROOFING NOTE #2 " PRECAST CONCRETE WIND RESISTANT FLUSH ANCHOR DOOR JAMB AND HEADER TO 2x BUCKS IN w'F SILL AS MANUFACTURER D BY CAST-CRETE STRICT ACCORDANCE WITH MANUFACTURE'S (OR EQUAL) PRODUCT APPROVAL INSTALLATION REQUIREMENTS. cw ry _ DINGI�..�► _` II� _.. __ _ INl I �1EADERYID _ WI _ P. BUCK DETAIL ._...._.._.._ _.w _ ..._ . _.._ _.._... _ __. ' . . , SCALE. N.T.Q. MCA[ �& T :GALE, N.T.S. e NOTE: WINDOW AND DOOR FENESTRATIONS IN ACCORDANCE 'V WITH FBC R703,4 0,2)AS PE}t DETtkILS PROVIDED. _ .___._ 7._ ` PAUL WELCH INC.- � si i�e7 NUMSEft _ MECHANICAL. .* ELECTRICAL .*` CIVIL_ENGII EKING � 1984 S.W. BILTMORE ST. SUITE#'1 14 1 PORT SAINT LJCIE, FL 34984 PHONE EMAIL s (772) 788.9888 PWELCHINC@AOL.COM _- PAUL WELCH P.E. FL. REG. No. 29945 joy z ELEC'I`I2.ICAL NOTES 1) ALL ELECTRICAL WORK SHAL BE IN ACCORDANCE WITH THE NEC(1N'FPA 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 INSTALLED LIGHTING 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 110V Wf BATTERY BACK UP--ARC FAULT CIRCUIT 5) SMOKE DETECTORS TO BE LOCATED AS SHOWN,AND INSIDE AND OUTSIDE OF ALL EXISTING BEDROOM INTERIOR DOORS(NOT SHOWN)IF NOT EXISTING VERIFY. 6) SMOKE DETECTORS TO BE INTERCONNECTED SO THAT ONE SMOKE DETECTOR ACTIVATES ALL SMOKE DETECTORS IN THE RESIDENCE 7) PROVIDE BRANCH CIRCUIT ARC-FAULT PROTECTION FOR ALL CIRCUITS SERVING:FAMILY ROOMS,DINING ROOMS,LIVING ROOMS,PARLOR.,, LIBRARIES,DENS,BEDROOMS,SUNROOMS,RECREATION ROOMS,CLOSETS, HALLWAYS,OR SIMILAR ROOMS PER FBC AND NEC REQUIREMENTS. 8) PROVIDE GROUND-FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL 125- VOLT,SINGLE PHASE 15 AND 20 AMP CIRCUITS SRRVING:BATHROOMS, GARAGES,KITCHENS,ACCESORY BUILDINGS,OUTDOORS,OR WITHIN 72"OF � EDGE OF ANY SINK, vP 9) CARBON MENOXDDE DETECTORS TO BE INSTALLED WITHIN 10-OF ALL BEIDROOMS 10) EXHAUST FANS TO BE VENTED THRU ROOF OR SOFFIT. - 11) PROVIDE TAMPER RESISTANT RECPTICLES PER NEC REQUIREMENTS. i E � sy o I i 6��t tau air �� 41k5I I Z t c it LL LL i I cd v V g�{e�j}/,i y��y*yr yy�+} /. ems' 44 3#BJ V i H iN r 1s W ^� ELECT.SERVICE 3#3/OTHWINrc wt1 & _ s = M .0 R UNDERGROUND ELECT SERVICE . 41A0 � I I ,r k C'Rc — I lu 120/z40V sxo V MAR 2 0 MOB 200AY t" MLO MO � I (Aa I 3#3101#4'2"C 3#3/0,K2"C _R. 9p f 1 ✓ 1 8 9 #4 CLI D TEED #4 GU GRNC3 TIED t t w ' 4 i 4 1 TO lWG STEEL,CWP TO SLOGSTEEL,CINP t)4 fff t � _ AM DRIVEN GaRIAD ROD AND DRIVEN GRND ROD } tatal3u I r ! t a NOTE:USE ALL CgPPER'VARE } t t NOTE.USE ALL COPPER t4ft � � LECt Lq&L RISER I #ST ntS... C 1 [ T �.: ,�,. i i �,� ' C?PTtOt�1 p�.x � N a�lr I � r pw tA . � ELECTRICAL Lt7AD cALc s ELECTRICAL KEY PER NEC SYMBOLS 1868 S.F.Q 3 VA 5604 VA 1a SINGLE POLE SWITCH TWO 20A APPLIANCE GILTS 3000 'ts � LAUNDRY 1600 THREE WAY SWITCH ; 3 Fy DRYER Soo FOUR WAY SWI C H 000 RANGE 12 RA 000 DUPLEX CONVENIENC;EOUTLET DIN 1200 120V SPECIAL E OUTLET vm!/ WP TUB(OPTION) 1200 REFRlG 1200 220V OUTLET � } IRI2.PUMP(OPTION) 1800L GROUND FAULT PROTECTION lsc I TOTAL 42 04 VA WEATHER PROOF FIRST 10 KW @ 100% 10000 LIGHT FUMAE REIdAINtfER Q 40°f6 A vF v� VAPOR PROOFLIGHT TOTAL 22801.6 0 fa'a/Lt FAN BOXII IGHT M �i A1G HEATffi 1tN A 1 o FLUORESCENT LIGHT TOTAL 348014 VA EXHACSTFAN EXHAUST FANILT.COMBO 34$II1. `a0 SMOKE DETECTOR 240 = 145.0067 AMPS 4 l C 1N MONO DETECTOR USE 200 AMP SERVICE tit EQUIPMENT DISCONNECT _. PauLW ELECTRICAL PLAN '�""SCALE MECHANICAL * ELECTRICAL * CIVIL ENGINEERING 1984 S.W. BILTMORE ST. SUITE#'1 14 PORT SAINT L.UCIE, FL 34984 PHONE EMAIL (772) 785.9888 PWELCHINC@AOL.COM PAUL WELCH P°E. FL. REG. No. 29945 r W • ' W W LE W W W W 0 je B 1 1411 2" i I 1 CA I ,— I r 12" DEEP I COFFER -gl j I IL A 2-PLY I-- - - - - - - - - - - - - - - 5/ 12 PITCH --1 - - - - - - _ -- - - - - - - - - - 4 — I I 12" DEEP o37 FFER II I 000r II II 1 � II i II 11 I I c;.i II I 12 I 1 " QEEP 1 I I COFFER II i 1 2'4" to 2 ,J3 J1 Al cJ or F1 2-PLC' 2 r r 2 —71 J 1 cNJ ,J� �J r PRELIM . LAYOUT � �' � � 1 ci JOB NO: cq PAGE NO: 1 OF 1 ~ �