Loading...
HomeMy WebLinkAboutFLOOR PLAN NOTE: ALL CONSTRUCTION MUST COMPLY WITH THE FBC 2020,AND THE FBC 2020 THIS ELECTRONIC SIGNATURE,ALONG WITH P.E. SEAL ON EACH SHEET CERTIFIES ALL SHEETS IN THIS FILE RESIDENTIAL(7T13 EDITION),2020 PLUMBING CODE,2020 MECHANICAL CODE AND THE NEC (NFPA 70)2017 EDITION. LINTEL SCHEDULE LINTEL LENGTH/TYPE SAFE APPLIED SAFE APPLIED COMPOSITE Digitally signed by Paul NOTES: NO. GRAVITY GRAVITY UPLIFT UPLIFT BEAM LOAD LOAD LOAD LOAD -THE CONTRACTOR, SUBCONTRACTOR, SUPPLIER, ECT. SHALL VERIFY ALL L-1 3'-6" 42"U-LINTELS 5163 <laao 3547 < 1352 8F16 aB-IT Welch DIMENSIONS, L-2 4'-6" 54"U-LINTELS 6133 <1000 2724 < 1352 8F16 1B-IT CONDITIONS AT JOB SITE, PLANS, SPECIFICATIONS, ECY. L-3 4%6" 5411U-LINTELS 4375 <1000 1940 <1352 8F141B-1T Paul Welch Date. 2022.01 . 19 14: 16:50 -STRUCTURAL FEATURES NOT DETAILED ON THESE PLANS WILL BE L-4 T-6" 90"U-LINTELS 1729 700 1021 361 SF14 IB-IT ADDRESSED BY THE L-5 9'-4" 112" U-LINTELS 1843 700 1133 361 SF16 1B-IT ENGINEER AS CONSTRUCTION PROGRESSES. L-6 12'-0" 144"U LINTELS 1254 660 723 717 8F16 113-1T _051001 -ALL WRITTEN DIMENSIONS ON THESE DRAWINGS TAKE PRECEDENCE OVER L-7 15'-4" 184"PRESTRESSED 125a Sao 48S 250 8F16 1B-1T SCALED DIMENSIONS. -ALL CONSTRUCTION TO BE IN ACCORDANCE WITH THE FBC 1 FBCR 2020(7TH EDITION). NOTE: WHEN LINTEL IS IN VARIOUS LOCATIONS,WORST CASE LOADING I5 SHOWN NOTE:PROVIDE"CASTCRETE"PRE-CAST CONCRETE LINTEL AS NOTED ON PLANS.(OR EQUAL) Building Department Product Approval Submittal Affidavit Permit# I Building Address:SEE PLAN Contractor:TBD om -- T ^ - -- - - -- -- --o ® Iola Opening Schedule:Swing doors,Overhead Doors,Sliding Doors Fixed Glass,Windows&Skylights Opening ID FL#or NOA Product Model# Manufacturer Glass I ttachment Method Type,Size,Spacing& Building Product �'- - # Description mbedment (DISTANCE FROM CORNER/ Design Design I _ DISTANCE O.C.) Pressure Pressure I S.H. MI WINDOWS 1/4"X 11/4" MIN.EMBED TAPCONS AT SEE +/_55 S.H.WINDOW FL#17499,1 WINDOW 185 5H AND DOORS IMPACT 2"/16"O.C. ELEV'S I /16"X 13/8"MIN.EMBDTC'S @ALL PRE SEE COVERED PORCH HR WINDOW 2010406.01 HR WINDOW HR 5510 PGT IMPACT +/-50 PUNCHED FACTORY HOLES " [, ELEV'S 1=R 1/4 X 1 1/4 MIN.EMBD.TC S @ 4 /19 SEE --� K DOOR FL#2D468o xp�� SMOOTHSTAR THERMATRUtvtPA�T O.C. ELEV'S +/-50 r " r r, , ,r r " �( FRENCH FL#20468.7 X FRENCH SMOOTHSTAR THERMATRU IMPACT 1/4"X 11/4" MIN.Q CBD.TC'S @ 4"/16" E */-50 DOOR DOOR ELEV'S. 00 @ Product Model# Manufacturer Attachment Method Building Product Type,Siz ,Spacing,Embedment&Stiffener etc. Design Design Pressure Pressure ® m v v o E ® v ® o a ® m a 3 MULLION FL#15353.9 MULLION CM MI WINDOWS 1/4"X 1 1 4" MIN.EMBED.TAPCONS(4 PER CLIP) SEE +/-59.4 ° AND DOORS ELEV'S AF' NTRY- OVEN ------ - : O DW Q 0 -` 0 PEEL AND STICK SOPREMA INC SELF ADHERED TO DECK 160 MPH 194 MPH ~I A/C I UNDERLAYMENT FL#2569.1 5/A VULT VULT CU - _ - ° $ DR _ r a = n r rr r r, 1. MASTER ° BATHROOM KITCHEN IT OlO BATHROOM wIc l #10-15 x 2 1 ng wood screw with washer.Fasteners are TI=lvtp o66e, 170 O corrosion r sistant as per FBC 2020 Section 1507.4.4. l l 010 max 12"o c.across panel width through panel rib O % VAULT Ln ° L• 2. UNION CURRIGATING max 6"o.c.a toss panel width through panel flat and rib 160 mph 194 mph '� '� CLG BID' Roof FL#20484.1 5V-24 GA COMPANY Minimum fastener length of 1.5"for new construction. Holt cult L-` Q�Q 0 SHE TUB For existing construction,fastener shall be of sufficient I l length to p netrate through the deck a minimum of , w ,. „ 1 0 -p , ,r _ ,1oty 22;x544 3/811. PANTRY V. ATTIC ° I HIS ACCESS HERS _l l Hurricane Panels N/A I have reviewed the above product approval information and approve it. [�fSlw REF I , ,r r, _Name:Paul Welch P.E. Certification Dumber:29945 VAT-- f;4t 3p P�KT �� -____I - ALL GLAZED EXTERIOR OPENINGS SHALL BE IMPACT RESISTANT MouNKrD LAUNDRY AHU ----- cpN wau. LC °a FIRrzRA-rF D l r Sc� Doa 12 A tQ ® I r LIVING ROOM _ VAULT CLG oc - Planning& Development Services Depai tment , v _r A,r = _� o I L G `f' w LAI Building&Code Regulations Division e cr J L.L 2300 Virginia Avenue, Fort Pierce, FL 34982-( 72)462-1553 I BEDROOM MASTER r Certification for Design Load Compliance 8' FLAT CLG DINING ROOM BEDROOM o W (TYP) VAULT CLG V Project Name: FRADE RESIDENCE L-,4 DC W Project Address: 3000 BROCKSMITH RD. ��� 0 Permit#: Occupancy Type; R Construction Type: V l�. u.. INSTRUCTIONS FOR USE: m e e: o o ® ; j b a m e ® ® v o m a o !I ® �_z o �_� ® -y ® L_2 © �_Z 00 •This certification must be completed,signed,and sealed by the design professional o record. I •Submit(2)copies for residential,(3)copies for commercial with all permit application involving the following: ,r r rr o New Residences(single or multi-family) r, , if r „ r - ,- „ O� N o Residential Additiontn o Any accessory structure requiring a building permit i N o Any non-residential structure. � *Note:Form not required for interior renovations provided that no exterior structural elements are affected and Q 0 con certain minor building permits at the discretion of the local building official.Contact th #above for questions. O WINDOW / DOOR SCHEDULE 1 ��,� ���, ��L _ DESIGN PARAMETERS AND ASSUMPTIONS USED: com lete all that a I -- E Qx Ito 3 1.DESIGN CODE:Florida Building _ Code 2020 7th Edition with 20 _Supplemer is using ASCE 7-16 1.. (2) 3068 FRENCH DOORS 2.Structure Designed as(check one): X Enclosed _Partially Enclosed Open 2. 23 SH �' PORT COCHERE 3.Risk Category: I X It III IV Exposure Category: B X C !� 4.Design Wind Velocity 160 mph 124 ASD N/ALRFD End Zone width: s ft 3. %2 32 SH 5.Mean Roof Height: 15 ft Roof Pitch: 6 :12 Parapet: N/A ft 4A. 2868 FRENCH DOOR V 6.Components&Cladding Design Pressures Used:(PSF,based on 10sgft @ 15'MRH,cle rly label on all plan openings): O 19.3 19.3 19.3 33.6 33. 31.8 4F3. 3068 FRENCH DOOR or_ 1: Zone 2: Zone 3: Zane 4: Zone 5: Garage: m -30.7 -53.5 -79.1 -36.4 -44. -41.5 5. 96" X 36" PASS THRU WINDOW 7.Design Loads: Floor: N/A PSF Roof/Dead: 7 PSF Roof/Live: 20 Balcony:. N/A PSF Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A_PSF Railings: N/A PLF/CONCENTRATED 6. 25 SH E O 8.Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not: 7 Y2 35 SH ' x&, t?I pa 5,lP PorzT r m 13a�r4 II 9.Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not: x[,0 w r> 10.Design Soil Bearing Pressure: 2500 PSF Soil Test Reports Submitted? Yes past DESIGN PROFESSIONAL CERTIFICATION STATEMENT: - - I certify that,to the best of my knowledge and belief,the attached plans&specificatior s have been designed to comply with the applicable structural portions of the building codes currently adopted and enforced by St,Lucie County.I also certify that structural elements depicted on these plans provide adequat resistance to the design TABULATION CS forces specified: Paul Welch P.E. 29945 / 5115 LIVING 7�2� ���� MW SHEErNUMBER Print Name Cert#&Co.Cert Auth. ENTRY 40 SQFT OF ON PLAIN 7/1/2D21 Paul Welch Inc. �(]�, �O�C�r 372 .�C�FT� "M PLAN 1/4°' = 1'-OE' PAUL WELCH INC. MECHANICAL ELECTRICAL CIVIL,ENGINEERING Signature,Date,and Seal 1984 S.W. Biltmo re 5t.Suite#114 Port St. Lucie,FL TOTAL � 2,398 SQFT` 1984 S.W.BILTMORE ST. SUITE##114 Company Name& ddressPORT ST.LUCIE FL 34984 ... ......... PHONE (772)785-9888 E-MAIL PWELCHINC(cc�,AOL.COM ja i a 202T PAUL WELCH, P.E. FLA REG NO. 29945 JIG I9� ! I 4% el I ". 0 1101 0' � (12r sJl 1D �� I 1 I ) I I B el i B I t _ F 4 t ELEVATION 0 1 �i .Fi t- ki i � q I ELEVAT ON s� " PLAT 3 Z PROVIDE 6" X SOFFIT VENTS @ 48" PLAN - R STUCCO OVER WIRELATH WI 11 GA 2 ROOF SHEATHING NAILING ZONE (TYPICAL GENERIC ROOF PLAN) A = 4 FEET NAILS W/8" ! HEAD @ 6" O.C. OVER ROOF SHEATHING NAILING ZONE $" METAL RIB LATH @ 6" O.C. WI (2 TYPICAL GENERIC ROOF PLAN) A = 4 FEET ROOF SHEATHING ATTACHMENT REQUIREMENTS LAYERS) OF FELT OVER WD ( FRAMING MEMBER (TRUSS TAILS). OF SHEATHING ATTACHMENT RE UIREME TS ZONE 1: NAILS AT 6" O.C. PERIMETER AND 6" O.C. FIELD 5TUCCO 5OFFIT P�TAL Nf5... RO ZONE 1.: NAILS AT 6" O.C. PERIMETER AND 6" O:C. FIE D ZONE 2E & 2N: NAILS AT 4" O.C. PERIMETER AND 4" O.C. FIELD ZONE 2E & 2R: NAILS AT 4" O.C.;PERIMETER AND 4." O.C. FIELD ZONE 3E & 3R: NAILS AT 4" O.C. PERIMETER AND 4" O.C. FIELD ZONE 3: NAILS AT 4" O.C. PERIMETER AND 4" O.C. FIELD NOTE: ROOF SHEATHING SHALL BE 19/32" CDX PLYWOOD SHEATHING FASTENED TO ROOF FRAMING WITH SD RINGSHANK NAILS (PER FBCR 803.2.3.1) NO TE., ROOF SHEATHING SHALL BE 19/32" CDX PLYWOOD S 1EATHING SPACED PER ZONE DESIGNATIONS AS SHOWN ABOVE CALCULATE ATTIC VENTILATION FASTENED TO ROOF FRAMING WITH 8D RINGSHANK NAILS'(PER FBCR 803.2.3. ) - - --- CEILING = 2398 SQ. FT. . SPACED PER ZONE DESIGNATIONS AS SHOWN:ABOVE 2398 /150= 16 REQUIRED VENTILATION - 234 L.F. OF 6 " X 22 " VENTS @ 48 " O.C.= 53.63 SF 26.8 SF AVAILABLE FOR CROSS VENTILATION 26.8 SQ. FT. > 16 SQ. FT. VENTILATION O.K. PROVIDE 6" XZz" SOFFIT VENTS @ 48" O.C. I A o - _ _ - -- _-- _ _ - _ _ __ __ ___ � __ _, _ _ _ � _ — — __ __ _____�___ ___ _ __ _ �_ - __-__ --_-- - ---- -- -- ---- -- -- ----- -- --- - - - - -- - -- _- ---- - _- -_ - _ __ -_ c Lu � o DESIGN PRESSURES FOR ELEVATIONS C w A. 10 SQ. FT. INTERIOR ZONE (4) + 33.6 -36.4 LL B. 10 SQ. FT. END ZONE (5) -r 33.6 -44.9 M C. 20 5Q. FT. INTERIOR ZONE (4) f 33.4 -36.2 DO� D. 20 SQ. FT. END ZONE (5} f 33.4 -44.6 0� N E. 110 SQ. FT. END ZONE + 31.8 -41.5 � N OC 12 .""".. -�� U cn - -- ----_ _ � 9, 4" T.o.s. U 8'-0" T.O.B. m PTOo 2'-0" 0 O.H. i 0 (TYP) _ M { �- -- - - -- -- -- -- --- __ _ __ _ ____ __ __ _— � - -- Q o. Op-O" F.F.E. ► __ -- - -- -- - -- - - -- -- � -- _- ---_- _--- -_ __- -_ _ _ __ _ __ __ _ __ --- -_ �_____ _____ - - _ _ ��_ rr r n FRONTELEVATION 1/411 — 11-011 SHEET NUMBER OF PAUL WlLCH INC. PAUL WELCH INC. MECH-ELECE IVIL ENG. 2 1984 SILTMORt.' S-)'. #1 t"I MECHANICAL ELECTRICAL CIVIL ENGINEERING PORT SAINT 11C's- , FL saJ;; 1984 S.W.BILTMORE ST. SUITE#114 PAUL WELCH �,P.E. ELA REG N0.29945 JUL 3 2021 PORT ST. LUCIE,FL 34984 PHONE (772)785-9888 E-MAIL PWELCHINC AOL.COM PAUL WELCH. P.E. FLA REG NO. 29945 23.1-0.31 i ! ® tD 4`' eo �P �I- - -I -- -- _ _ — -� •�, TvlanR ,� � gal P i� 50T 1 L ti 2' pw I=L 00 .r v ^s REF I 2 it J Z-� S_1 �,� , F-1 � 1 J L- 22 I — Lu F--1 V DC W6h 5-srx� LL 00 o0 FOUNDATION SCHEDULE F-1 16" D X 16"W(2500 PSI) CONCRETE MONOLITHIC PLUMBING NOTES: FOOTING W/(2)#5 BARS CONTINUOUS 'I)ALL WORK SHALL BE IN ACCORDANCE WITH THE FBC 2020-PLUMBING / f� F-2 36"X 36"X 24" D 2500 PSI CONCRETE PAD FOOTING ?- I '_ 2)DWV PIPING SHALL BE SCHE©ULE 40 PVC. W/#5 BARS AT 8" O.C. EA WAY u 3)WATER PIPING IN BUILDING SHALL BE ONE OF THE FOLLOWING:TYPE L COPPE ,CPVC, OR PEX. F-3 24"X 24"X 24" D 2500 PSI CONCRETE PAD FOOTING Ln 4)SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN E LDG. W/#5 BARS AT 8"O.C. EA WAY 5)HOT WATER PIPING WITH AMINIMUM THERMAL RESISTANCE OF R 3 SHALL BE A'PLIED TO PIPING S-1 4"THK(2500 PSI) CONCRETE SLAB W/FIBERMESH V ;LARGER THAN /a NOMINAL DIAMETER, PIPING FROM WATER HEATER TO KIT CHffN OUTLETS, OR 6"/6" 10/10 WWM OVER VAPOR BARRIER ON PIPING LOCATED OUTSIDE THE CONDITIONED SPACE, PIPING FROM THE WATE HEATER TO O ' THE DISTRIBUTION MANIFOLD, PIPING LOCATED UNDER THE FLOOR SLAB, BURRIED PIPING, CLEAN COMPACTED CHEMICALLYTRI TREATED FILL co SUPPLY AND RETUN PIPING IN RECIRCULATION SYSTEMS, PIPING WITH RUN LENGTHS . co GREATER THAN 20.FEET. P-1 PAVERS [] 6}WATER HEATERS INSTALLED SHALL BE IN ACCORDANCE WITH FBC 2020 ENERGly CONSERVATION. 0 m SHEET NUMBER OF � � .��� �� 1/4" = 11-011 P.�UL WELCH INC. MECHANICAL ELECTRICAL CIVIL ENGINEERING 3 1984 S.W.BILTMORE ST. SUITE#114 PORT ST. LUCIE,FL 34984 PHONE (772)785-9888 E-MAIL PWELCHINC@AOL.COM 7 JUL 13 2021 PAUL WELCH, P.E. FLA REG NO. 29945 ELECTRICAL LOAD CALC'S(MAIN RESIDI NCE) PER NEC 220 2674 S.F.@ 3 VA 7722 VA TWO 20A APPLIANCE CKTS 3000 LAUNDRY 1500 DRYER 5000 RANGE 12000 WH 4800 DW 1200 WP TUB 1200 REFRIG 1200 IRR.PUMP(OPTION) 1800 DOCK(OPTIONAL) 10000 MISC 000 TOTAL 64122 VA FIRST 10 KW @ 100% 10000 REMAINDER @ 4Vlg 17648.8 TOTAL 27648.8 A/C HEAT 0100% 12000 TOTAL 39648.8 VA 39648.8 240 165.2033 AMPS USE 200 AMP PANEL ELECTRICAL LOAD CALC'S IGUEST HOUS!~) PER NEC 220 — 1626 S.F.@ 3 VA 4878 VA TWO 20A APPLIANCE CKTS 3000 LAUNDRY 1500 DRYER 6000 _ _ .......,_.————— —— --—.,_. .,....,..,. � � .-....,..,.._.....,_.__..—_........................_... _..... . © � RANGE 12000 I �' �' — DW 1200 WP TUB(OPTION) 1200 I — -- REFRIG i20D MISC 5000 TOTAL 39478 VA FIRST 10 KW @ 100% 10000 1 FAN/LT REMADER.0 40% 11 1.2 � IN . -- FAN/LT. j TOTAL 21791.2 AIC HEATA 100°/n 2000 TOTAL 33791.2 VA I ' 33791.2 240 = 140.7967 AMPS USE.200 AMP PANEL I J 1 GFI/wp I I ELECTRICAL LOAD CALC'S(MAiN 3ER=Q PER NEC 220 NEW GUEST HOUSE 3964 22 _ EXISTING MAIN HOUSE 39s49 � OVEN (Pr. TOTAL 73440 A/C --- G�� DW GFI GF`( GFI GFI GFI 73440 Cu VP GF 240 = 306 AMPS — VP USE 400A SERVICE DISC ----� 0 ��5 t-�,��,. EX.FAN 1 I GFI/WP I(4 Ya � a F 6 DEX.FAN0 ]G�rISi�I7. 22� ova ' IVM121'Y 1 — r ELECTRICAL NOTES: m I<Tert GFI -ALL WORK SHALL COMPLY WITH THE 201 NEC(NFPA 70)AND THE FBC/FRC 2020 ! 1 -SMOKE DETECTORS TO BE 110V W/BATTE Y BACK UP-ARC FAULT CIRCUIT 42010A REF � I J SMOKE DETECTORS TO BE LOCATED ASS OWN,AND INSIDE AND OUTSIDE OF ALL EXISTING �- _j BEDROOM INTERIOR DOORS(NOT SHOW )IF NOT EXISTING VERIFY I AHlJ -SMOKE DETECTORS TO BE INTERCONNEC ED SO THAT ONE SMOKE DETECTOR ACTIVATES DISC I Ur I ALL SMOKE DETECTORS IN THE RESIDEr ICE DISC PROVIDE BRANCH CIRCUIT AIRC-FAULT PI OTECTION FOR ALL CIRCUITS SERVING ROOMS WH f 220 �r PER FBC AND NEC REQUIREMENTS J l -CARBON MENOXIDE DETECTORS TO BE I STALLED WITHIN 10' OF ALL BEDROOMS -EXHAUST FANS TO BE VENTED THRU ROO OR SOFFIT -- -PROVIDE TAMPER RESISTANT RECPTICL S PER NEC REQUIREMENTS G(±I•iT(Z.ts,I., -ELECTRICAL SERVICE SHALT.BE 120/240V t/60 VAC- - GROUND SYSTEM PER NEC 250 � r - ❑ FAN/LT. FAN/LT. G----- FAN/LT. _ I - W _ w .......... .......... F-- 1 LL — I Oa ooQ7p- A' a�t.ttzaZ'oR _ I a .o 2po 2uaA ,� o A F7N L. 3 j f I V) "To "r-X f ) t`t '4� �- 'Lvv� �3��3/v!-4�(a►'�frG' . ., _ I l � V Fglr � Io r-u e'Rp�O I� -- -- TIIzu -ro c,wi'� _ eRI�r�Nt2 I7 r 1I7KtvEra e'szhl17 � o �uTuf m Mole : AI-L. GLj witze ELEC CAL PLA 1/4" � �,Wo„ SHEET NUMBER PAUL WELCH INC. OF MECHANICAL ELECTRICAL CIVIL ENGINEERING 1984 S.W.BILTMORE ST. SUITE#114 PORT ST. LUCIE,FL 34984 PHONE(772) 785-9888 E-MAIL PWELCHINC ,AOL.COM 7 JUL 13 2021 PAUL WELCH,P.E. FLA REG NO. 29945 TRUSS CONNECTOR SCHEDULE TRUSS ID BEARING POINT TRUSS ACTUAL CONNECTOR CONNECTOR FASTENERS NOTES 55-00-00 UPLIFT ID UPLIFT DESIGN 31-00.00 24-00-GO (1)-MGT 3965 a., a a a a c� m GRA EACH 2705CL A.B. JD lU 1 1 2" VERIFY r r MYr�I , r< � Yr'•, „��',r,.t= � rye � ;Ir, k� ,>r., ...� r^{ tiler..!'-4% ..c .�: f� �' .�,,-' } .TACKS 1ST <500 HETA 20 1810 r:�(9)- Od x / J, J, 2ND <500 NAILED PER TC VALLEYS COIS T 100#PLF ( )-MTS 16 1000 (14)-10d 11/2" Q J3 `` J3 1 STRAP AT EACH END AND AT 24"Q.C. . ' GRA .r- 0 ALL OTHERS AT Q - [^ 9 CBS BEARING LESS EACH <1800# (1)-HETA 20 1810 (9)- Od X 1 1/2' AT CBS BEARING N :' O s� N A .` THAN 1800# ALL OTHERS AT FRAME BEARING EACH <1000# (1)-MTS 16 1000 (14) 10d X 11/2" AT FRAME BEARING Al LESS THAN 1000# Xx �. TRUSS COMPANY CHAMBERS LAYOUT DATE 7 1 2021 CUT-SHEET DATE 1 2021 A2 ` MHVC JU c'L' - E SPECIFIED. -a E: .1r STRONG-TIE A5 SPEC : Y NOTE.ALL STRAPPING BE SiMPSQN S .r• a: t:. .r• -. i :F='. °'� NOTES: J5 .. �.Ul VALLEY TRUSSES MAY BE ATTACHED WITH SIMPSON VTCR W/(4)-#9 SD X 2 1/2"TO SUPPORTING TRU 5 AND(3)-#9 SD X 11/2" '^ ' " TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED.VTCR SHALL BE INSTALLED AT EACH ENp AND 24 O. .MAX. J5 I U2 USE 51MPSON EPDXY STRONG TIE SYSTEM WITH 12" MIN.EMBEDMENT FOR ANCHOR BOLT5(A.B.). p xur x•ux I wis ,,� Q a O ;y TRUSS NOTES: nLS J5 9 04-00 W', J5 1) ALL ROOF TRUSSES TO BE DESIGNED BY TRUSS COMPANY'S ENGINEER. V s i `lxgF, xx .1 Ylx w Y 2) CONTRACTOR TO PROVIDE PAUL WELCH INC.,AND BUILDING DEPARTMENT WITH ENGINEERED �,�' J5 TRUSS DRAWINGS BEFORE INSTALLING TRUSSES. 3) CONTRACTOR TO VERIFY ALL EXISTING ROOF CONDITIONS,AND DIMENSIONS BEFORE ORDERING, =�Sr AND INSTALLING TRUSSES. J5 J5 4) TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. V ,pr 5) SEE TRUSS CONNECTOR SCH. FOR TRUSS TO WALL CONNECTIONS. _ XF J5 "' J5 J5 W axn.Vjz+. J5 n 5-08-0 7-08-00 3- �^ 0 18-04-00 J5 cS o v TYPICAL.HIP! K1�4 JACK CQNN CTC3 ti_...___ r _._ J5Rk -4 J5 CORNERSET GENERAL SPECIFIC TI® S � o �-nn-nn 9 fl a J5 MAX LOAD. 55 psf Roof Load, 175 h, A CE r 7-10, Exp. B, C up to 60' Mean Rood eight and m r :>w:{ J5 Exposure D up to 30' Mean Roof He[g t. L mw J3 b.. J3 Attach King Jack / (3) 'I d �• v`3 , Q n w Toe Nails @ TC BC ¢ ¢ {•s LL . r . �d J, - " 15 Ljj JU u� v r� c� �r .- JU V Attach End J ck's ,• ri 4:'r3'd as Q ¢ ¢ 4 ¢ d Q FY wl 4 16d Toe ails @ TC y' G w & (3) 16d Toe ails a@ BC W ..{:.:•:'41,sr.f,. .5.� 'J r.,3:RhrTJ,re F3' .� C ; '� Attach Come Jack's �� pical} �--y2x I o R I P41s faG'A�ivl J3U,' R EA M N �I JM t- - X F3oTT 1312A GF 114 { C+���� `4 �/� may rJ .. � o k .._. _ ._.-...... -. r. Co -S 20-00-00 ,B-00-00 Et{ o 55-00-00 f M t 1.. s 2x►t o uTk�rz� �r r E SHE TNUM-DES N\ _i ,•;r PAU MECH-ELECT-CIVIL ENG. 1984 BILTNiOR `-i. ;t111 '-.; C W - , ' n FORT SAINT LU6L, FL 3'15 �4 .�:-•_.,7 _?. �, j'`7, �.. .,f,�;, ; PAUL WELCH P.E. i qq r� FLA REG NO,29945 El 1 3 2021 STUCCO CEMENT FINISH STUCCO CEMENT FINISH CONTINUOUS FOAM INTERIO,AIR AND WATER SEALANT PER WATERPROOFING NOTE# FASTENERS AS REQUIRED BY WINDOW MANUFA?:T RER FILLER C LL AT JAMB BLOCK FILLED CELL AT JAMS BLOCK(TYPICAL) CMU WATER RESISTANT COATING (TYPICAL) CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE#1 ) (SEE WATER PROOFING NOTE##'I ) MARBLE SILL CORROSION RESISTANT FLASHING s�ER WATE ap noF1NG ° (NOTE#2) CORROSION RESISTANT FLASHING a ' ° 4 CAULK SEAMAT W1INDOW IN�z+�A�LT€ON b ?.SEE WATERPROOFING NOTE#0' PER WATERPROOFING NOTE#4 °: I v CONTINUOUS, ° 1"X 3"RT.WOOD FURRING ALL(3)SIDES CONTINUOUS a .,3 P.T.WOAD FURRING ALL(3)BIKES . . ,� a• b: •• •. . . .•, — CMU WATER['RESISTANT COATING .a e •: (SEE WATER PROOF ING f�,n.t E#1 ) CORROSION RESISTANT FLASHING MORTAR OR GnOUT ' • € ' ;� PER WATERPROOFING NOTE#4 WOOD TRIM SET SILL IN FULL I+![flTTAR BED APPLY PERIMETER SEALANT CAULK O 1/2"DRYWALL ' •' . '''.: SEE WAT R PROOFING NOTE#B �`�••:'. {�•:• STUCCO C2:d DECORATIVE:.',EMENTITiOUS COATING BETWEEN BUCK 2x WINDOW FRAME 2"X P T.WOOD BUCK WITH SEALANT PER :' �. •' s ?, (SEE WATERPROOFING NOTE#5) WATERPROOFING NOTE#4 ANY)ANCHORED ANCHOR 1"X 4"P.T.(MIN.)BUCK WITH SEALANT TO MASONRY WITH 1/4"TAPCONS w/MIN. 1-1/4" 5"C.M.U. PER WATERPROOFING NOTE#4,AND ANCHORED APPLY PERIMETER SEALANT CAULK EMSED.3"FROM EDGES&12"O.C.MAX. TO MASC NRY WITH 1-1/2"CASE HARDENED}COIL BETWEEN BUCK 8i WIN130W FRAME NOTE NAILS AT 12"O.C. MAX. SEE WATERPROOFING NOTE#5 314"FURRING TO MASONRY WALL ( ) SEE WATER PROOFING NOTE#6 WINDOW FRAME SHOULD 13E COMPLETELY ANCHOR WINDOW FRAME TO MASONRY IN ANCHOR DOOR JAMY3 HEARER TO MASONRY IN SEATED ON THE BUCK, IN NO INSTANCE SHALL STRICT ACCORDANCE WITH MANUFACTURE'S STRICT ACCORDANCEWITH MANUFACTURE'S THE FRAME OVERHANG THE 13UCK PRODUC�APPROVAL INSTALLATION REQUIREMENTS. STRICTPRODU CCOAPPROVALANCINSTALLATIONWITHNUF CTURREQUIREMENTS. EXTE 10R �00 DUCK �ETAi L NO SCALE WINDOW HEAF)ER AN JAMr3S TYPICAL F3,UCK DETAIL NO SCALE NOTE : NOTE : TAFCONS TO 13E INS'TALLEO THRU SUCK INTO 13UCK 2"3;5"RT. RI,�REI) NOTE : MASONRY w/kl/N. 1-114"E03E13MENT PER I,OWN TO 21C 4-'118"P T. wI NI S r TAFCONS ,SROCUCTA PRAVAL PER FRC 1716.5.4.3. 1-'114"MIN. EMS, 4112"O'.C. w1# 90 SCREWS, PER TAPCONS TO I$E INSTALLED TN�trU l3ddCK INTO 13UCKS MAST COVER ENTIRE DEPTH OFJAMW. RRODUCTAPPROVAL. MASONRY w/MIN. 9-114"EMSEI�MENT PER PROD UCT AR,�ROVAL PER F13C 1715.5.4.3 13UCKS MUST COVER,ENTIRE BERTH OF JAMS Sr - o o a o 0 HEAD:3/16"X""T�,�CONS.- 12"O.C. (i YPICAL) � r z 112"X 5-1/2" R ED)HEADS w/2" 01A.X 11 "V ASHER W (TYPICAL) 0 NOTE 0 a 4-1/2" 3" 0 0 �"X 6"(FT)OR 2"X 6' 'PT) RUCK(T-,(,'AL) rr 314 NOTE : WINDOW AND DOOR FEN EST�3ATI ONS IN ACCORDANCE PRE•' , , ND RESISTANT FLUSH 3/8" SILLASMANUFACTUREDBYCRETE ICASTCRETIT{QREQUAL} WITH Fr3C R703.4 (1 .2) AS PER DETAILS PROVIDED 9 f s • e • r • , r a r GARAGE FINISH E!=7-Z co WATERPROOFING. MOTES : i � , . �Af��C�E �®Oki JAMB ATTACH-��ENT TOO C�5 l�r�,�.� N� SCAL,� ..� {�yy�r�-����))p��r,�y��} }p�'�,JjJ {y{�gp�yl/ A �ga'�p�/r DETAIL ��^�j}/� q/ {q�� - Ia' I! \ECAST CONCrr `ETE T V N Y)O Y 5�LL f J ETAI L 11` 1-01 1 8,-0,r 8,9r—®[r \J 31-0it GARAGE 0001 � �j NO SCALE 1. JAM : 2 X 6 OR 2 X 8 a-•. T. iq/�;1,.� X f5-t/2 . PRIOR TO}SUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING To 11. SEAL THE WINDOW/DOOR CAVITY TO PREVENT IT FROM A13SORBING WATER.THE CMU WAT ER RESISTANT EMBED. TITEN FO +NI f�tii�. " Iil1!,. Y l " Y�IASHE �T`7' 'IC, ,L COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURE'S RECOMMENDATIONS.THE APPLICATION 2. HEAD: 2" i� 6" O;�2" %�8" P.T. lNI �rl1 S„ X "`ut` r `{ OF THE CMU WATER RESISTANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING(SILLS,JAMW, HEAD)AND RETURN WALLS OF THE OPENING 8"MINIMUM EACH DIRECTION.ALL CMU WATER RESISTANT COATINGS TAPCONS AT 12" O.C. J SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. FSC R703.4 AAAMA-714 „ , �, ,� ,r �, IL 3. TORSION SPRING BLOCKING 2 X 6 I.T. W{ �` � 3l trn� x 3 2. INSTALL 13UCKS SO THAT THERE ARE NO EDGE GAP,EXCEEDING 1/8"BETWEEN 13UCK ANT)MASONRY TA T ?DNS wl 5/8" WASHERS. (STAGGED GRAIN} W 3. PRIOR TO BUCK INSTALLATION APPLY 3/8"NOMINAL DIAMETER BEADS OF SEALANT BETWEEN THE DUCK i'I r' AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK.COMPLETELY SEAL THE W ENTIRE END OF THE WOOD 13UCKS WITH SEALANT TO RESTRICT THE PASSAGE OF LIQUID THROUGH THE . ... CUT ENDS AND THE ENTIRE EXTERIOR FACE AND RETURN SURFACE OF THE BUCK SHALL BE COATED r f=yY , d.. WITH A LIQUIY)APPLIED WATER RESISTIVE COATING 1 SEALANT 4. PROVIDE PAN FLASHING AT THE SILL OF WINDOW ANY?DOOR OPENINGS. PAN FLASHING SHALL lE SEALED)OR �-` SLOPED IN A MANNER TO DIRECT WATER TO THE SURFACE OF THE EXTERIOR WATER RESISTIVE BARRIER FOR SUBSEQUENT DRAINAGE. INCORPORATE PAN FLASHING AT HEAT,AND SILL AS WELL. PAN FLASHING SHALL 13E CORROSION RESISTANT. (OPTIONAL.,NOT�'E Il.4 0) '_r 5. PROVIDE CONTINUOUS 3/8"DEAD OF SEALANT ON WINDOW 1 OOOR FRAMES ATALL PERIMETER ON FRONT STUCCO CEMENT FINISH AND CLACK SURFACE PRIOR TO WINDOW!DOOR INSTALLATION. FILLED CELL AT JAM13 BLOCK TYPICAL) e B.AFTER WINDOW 1 DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE Y3UCK(OR PRECAST SILL) AND THE WINDOW I DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. CMU WATER RESISTANT COATING (SEE WATER PROOFING NOTE#1 ) fr . • , .° 1"X 3"P.T.WOOD FURRING ALL(3'SIDES CONTINUOUS f'r��Lam' r.�r �. - L_t WOOD TRIM ors III a"r 3" "CG`5 - i 9 �. 1 ,pp p r? , r3 S C'�, 1 X P.T.WOOD SUCK WITH S ALANT PER ' �• , BETWEEN SUCK S.WINDOW FRAME WATERPROOFING NOTE#4 A D ANCHORED .�� (SEE WATERPROOFING NOTE#5) TO MASONRY WITH 1-1/2"CASE HARKENED � r � ' r,pp� • : .� � •:-'=-' O COIL NAILS @ 12"O.C. MAX CORROSION RESISTANT FLASHING ' I'I � � PER WATERPROOFING NOTE#2 ,; ii 5EE WATER PROOFING NOTE#6I ' .•f{ L; O .r# p ANCHOR D30OR JAMB AND H 13ER TQ I x BUCKS IN o STRICT ACCORDANCE WITH ANUFACTURE'S m `. PRODUCT APPROVAL INSTALLATION REQUIREMENTS. �= FeA E -- i SLICING GLASSS �00R r3UCK DETAIL r, NO SCALE I . . tN Sl EET�: MEt R 1� t�AUL1NEI CiN INC. CIY -1 ! V FEETi, R l L✓a MECH-ELECT L E T-CIVIL EN C TCTRICAL C 7IT E 7 T'.TE-EMI '3 1984 B1L'I iVirJl�w T. 7#114 ' PORT SAINT L€1CI , FL 34551 i1�� iS.�a:I. ?tt '"?,fu T., z 41 f �_ PAUL WELCH P.E. .T 7, ,•E 71 4 / f FLA REG NG.2�945 JUL 13 2021 WALL FINISH/ INSULATION NOTES 1) INTERIOR TO BE .DRYWALL FINISH, 2) ALL INTERIOR GYPSUM BOARD TO BE MIN. "" THICK WITH (13 GAGE, 18" LONG,"" HEAD; 0.098" DIAMETER, LONG, ANNULAR-RINGED, 5D COOLER NAIL, 0.086" DIAMETER, 1 g" LONG, " HEAD; OR GYPSUM BOARD NAIL, 0.086" DIAMETER, 18" LONG, 3z" HEAD) SPACED AT 7" O.C. FORNAILS 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 12889 C 1325, C 1178, OR C 1278 AND INSTALLED IN ACCORDANCE WITH MANUFACTURERS' SEE TYP;cAL UlALL SECTION Foy RECOMMENDATIONS AS BACKERS FOR WALL TILE IN TUB AND SHOWER ADDITIONAL INFORMATION AREAS AND WALL PANELS IN SHOWER AREAS. (E'ER FRC 702.4.1 & FRC 702.4.2). 4) WALL AND CEILING FINISHES SHALL HAVE A SMOKE-DEVELOPED I EX OF PRE-ENGINEERED WOOD TRUSSES NOT GREATER THAN 450. 24° O.C. (MAX SPACING) 5) WALL AND CEILING FINISHES SHALL HAVE A FLAME-SPREAD °SIMPS01+i" STRAP PEP.T�?USS CLASSIFICATION OF NOT GREATER THAN 200. CONNECTOR S SCF1. 6) ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS RS SHALL HAVE A CRITICAL RADIANT FLUX NOT LESS THAN 0.12 WATT PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO THE UNDERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. � 7) PER FRC 702.2.1 ALL GYPSUM BOARD MATERIALS AND ACCESSORIE1 SHALL Poffom CORP OF p CONFORM TO ASTM C 36, C 79, C 79, C 475, C 5149 C 630, C 931, C 960, C 0025 C 10475 C M55 ____ #5 REBAR Wl 90 DEGREE HOOK. 1177, C 1178, C 1278, C 13959 C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH THE PROVISIONS OF FRC, AND ADHESIVES FOI THE STUCCO CEILING PER STRUCT. 8"X 16" CMU COLUMN WITH INSTALLATION OF GYPSUM BOARD SHALL CONFORM To ASTM C 557 NOTE# 14 (2) -#5 BARS VER T. FILLED WITH 8) INSULATION MATERIALS, INCLUDING FACINGS, SUCH AS VAPOR RETARDERS ( _ (3000 PSI) CONCRETE, OR VAPOR PERMEABLE MEMBRANES INSTALLED WITHIN FLOOR-CEILING (1 ROW CORNER COLUMNS ARE WITH E ASSEMBLIES, ROOF-CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAIW'L 1" i7R1WALL(WALLS 8'X8" CONTINUOUS CONCRETE � 8"X 8"X 16" CMU COL (3)-#5 BAPS VERT. FILLED WITH , ANP CLG) BEAM BLOCK W/ 1 - ( � #5 BAR IN SPACES AND ATTICS SHALL HAVE A FLAME SPREAD INDEX NOT TO EXCEED 25 � (3000 PSI) CONCRETE WITH AN ACCOMPANYING SMOKE-DEVELOPED INDEX NOT TO EXCEED 450 2 X-1 WD TOP PLAS OR (3000 PSI) CONC. FILLED EACH CELL WHEN TESTED IN ACCORDANCE WITH ASTM E 84 OR UL 723. 11 2" x 3 get wrAL VUNN�k 8"PRECAS LINTEL WI(1) -#5 BAR STUCCO FINISH IN (3000 PSI) CONCRETE FILLED CELL ENERGY CONSERVATION NOTES x WpO�5t1�5 2�1, (SEE LINTEL FOR MORE INFORMATION) 1) RESIDENCE SHALL BE IN ACCORDANCE WITH FLORIDA BUILDING ODE 2020 o.c. ENERGY CONSERVATION RESIDENTIAL. OP,i ZII X 5�11 M��AI. ?�5 REBAR W130" MIN. LAP SPLICE 2) ATTIC ACCESS DOORS OR HATCHES FROM CONDITIONED SPACED 10 5TLV5 @ 2411 O.0 ® .�'Ar>~R5 : �. FINISI GRADE UNCONDITIONED SPACES SHALL BE WEATHERSTRIPED AND INSULATED TO A LEVEL EQUIVALENT TO THE INSULATION ON THE SURROUNDING 211 PMALL 130TH l __------ --i SURFACES, A WOOD FRAMES OR EQUIVALENT BAFFLE OR RETAINS I IS 5112�5(%� WALL NN151� �„ „ Noit5 FOR WALL5 REQUIRED TO BE PROVIDED WHEN LOOSE FILL IS INSTALLED, TO P VENT � x I empt7 r 5 LOOSE FILL FROM SPILLING INTO THE LIVING SPACE. @ 241, o.c.V�Rr. AN12 aN 3) THE BUILDING THERMAL.ENVELOPE SHALL BE CONSTRUCTED TO LEVHT AIR c tO C135 WALLS LEAKAGE IN ACCORDANCE WITH THE REQUIREMENTS R402.4.1 THIROUGH -- 2 x PS,Woon Porr. PROVIDE 6" X 8" SOFFIT VENTS @ 48" - (2500 PSI) CONC. >=ouNDTION R402. PLAN SEE PLAN! FOR SIZES AND 4) THE BUILDING SHALL BE TESTED FOR AIR LEAFAGE IN ACCORDAN E WITH OR 1211 X �1, �� �" SPECIFICATIONS R402.4,1.2. STUCCO OVER WIRELATH W/ 11GA 2 _ --����ee��- _ _ -.{ RUNNI R W�TAPCON5 3rr F � � _ CAL C LU1�: N �{ I�� � �.ON (f_;� '��J � :S t! ��� NTS 5) WINDOWS, SKYLIGHTS,AND SLIDING GLASS DOORS SHALL HAVE AIR @ 24 O.C. NAILS Wif s O HEAD @ 6' O.C. OVER 0R T_ INFILTRATION RATE OF NO MORE THAN 0.3 CTM PER SQUARE FT, AND CoNcffT FLOOR $" METAL RIB LATH @ 6'O.C. WI (2 SWINGING DOORS NO MORE THAN 0.5 CFM PER SQUARE FT AND MU T BE LAYERS) OF 15# FELT OVER WD TESTED LISTED AND LABELED IN ACCORDANCE WITH R402.4.3. FRAMING MEMBER (TRUSS TAILS). 6) CONTRACTOR SHALL PROVIDE ENERGY PERFORMANCE LEVEL (EP ) DISPLAY S TUC` O SOFFIT DETAIL NTS CARD IN ACCORDANCE WITH FBC 2020 ENERGY CONSERVATION R4( 1.3. STRUCTURAL NOTES TYPICAL IN1 .2-4 Nu"N—B ALL DETAIL NTS 1) DESIGN LOADS IN ACCORDANCE WITH ASCE7-16. 2} SOIL BEARING CAPACITY: 2500 PSF (MIN.}. 'Ix v - { - - -_Sti M I Czl-z C.c>N�i -fotz 3) ALL STRUCTURAL CONCRETE IN BEAMS, LINTELS, VERTICAL CELL , AND _.- �,, 1i �a,t_s �,� 2Q, n SHINGLE. ROOFING ON 30# , —1-� a _ ROOF FELT Oil 32" uDX COLUMNS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3 00 PSI s! t sb 5`rA._i�_ `�1�1)-lad 1zAFTrIz Tb I�A1�-T�fL._—_. PLYVVC0D t R00F S€�=ATE, 'G ' COMPRESSIVE STRENGTH AT 28 DAYS. _ . �� ___..-...��.-__._..--- --- v - #, 4) SLAB /FOOTINGS TO BE CONCRETE WITH A MINIMUM 2500 PSI COMPRESSIVE WITH j D RIB€``�`5= ,",�il� '�r^•IL S PC-a �c _ STRENGTH AT 28 DAYS. DETAI_ �i JSEE PLAN FOR SIZES & STEEL REQUIREMEN S MINI - nGtz Ss�P-fib. T__ - �_FI Tz-�I"YI�, LL 5) MUM CONCRETE PROTECTION FOR REINFORCING BARS: -~<b tzt /� wbI_� �- --c toN PRE-ENGINEERED WOOD TRUSSES FOOTINGS: 3" BEAMS: 1 z" SUSPENDED SLABS: 1 Z" @ 24" o.c. (MAX; sPAt✓ING) ,, L!J 3 6) LAP ALL REINFORCING STEEL A OF 48 BAR DIAMETER E CEPT AS _..--y-armLn�,r _�?��_PPo1zT : • \ / 5r Ml �a 'rs f _wtid ,- }' NOTED GRADE 60 STEEL IN BEAMS AND COLUMNS. L 5Ii1/Ii'SOI\" STRAW PER TRUSS CONNECTOR SCH. t. f� W 7 ALL LUMBER IN CONTACT WITH CONCRETE OR MASONRY SHALL S! - - - --- —. _... _ PRESSURE TREATED. W I xJILp — •1 I" '# F! 19 INSULATION IME +"LASHI IG ( R P EDGE) .. "i 8) SPLITTING OR CRACKING OR STRUCTURAL COMPONENTS DUE TO __ - _ ______. __-_ __--_-- 4: ( Tor or- PPMA M OVER INSTALLATION OF HARDWARE IS NOT PERMITTED. r?II�IFs Z. ? ` 1 X 6 CEDAR FASCIA O ;t§ LL t 9 UNLESS OTHERWISE NOTED THE INSTALLATION OF SPECIFIED WARE W __([ �_-1.(od__t�at� -- _. - T� a`� I.t� 2 X 4 t�IOOD SUB-FASCIA s� f o t �19_ -la4 _- ,.a._ 2X i•n ` SHALL CONFORM TO THE MANUFACTURERS INSTRUCTIONS ANDS ARD _ -x $ ->f"T', t3 L GE ttJ_i 1L�a-- J_�-t.x.8 f3�t`�-_�C+~A� " DRYWALL (CEILING) STUCCO SOFF ITPER DE TA!'" PRACTICES. {1 ROW) �� r `°5 REBAR W/ 90 DEGREE i-:OO" 10) UNLESS OTHERWISE NOTED, ROOF SHEATHING TO BE NAILED WITH 8d RING- 8"X8" CONTINUOUS CONCRETE SHANK NAILS AT 4" O.C. PERIMETER AND 6" O.C. FIELD. \(A *�! _ __ , - _ -- -- _ BEAM BLOCK W/(1) -#5 BAR IN I y 8"XT X15" CONCRETE BLOCK TRua5 5 2xg TZAr-TIEM47 (3000 P51) CONE. FILLED EACH CELL I (1!hASONR } Y 11) UNLESS OTHERWISE NOTED FOR EXTERIOR WALLS EXTERIOR PLYWOOD } SHEATHING AND INTERIOR DRYWALL IS TO BE NAILED WITH 10d Olt BETTE lbrxAM NAILS 6" O.C. EDGES AND 6" O.C. FIELD, OR SCREWED WITH DRYW L x 10 nc�l f3� - # v RT. ; CB�,z IN (3ooa PSI �, 8 PRECAS LINTEL W1(1)-#5 BAR ) �. SCREWS 1.5 LONG AND 0.131 DIA. s , IN (3000 PSI) CONCRETE FILLED CELL GONCnETE FILLED CELL 12) LINTELS SHALL HAVE A MINIMUM 4" BEARING EXCEPT RECESSED LINTELS - AT ALL DOOR OPENINGS AND (SCE PLAN FOR LOCATLONS) SHALL HAVE 8' BEARING. —_ WINDOW OPENINGS SEE LINTEL as f 13) PROVIDE #5 CORNER BARS W/30" MIN. LAP SPLICES FOR BOND BE SI M- Plow lk�U 6;4;o W f _ SCH. FOR MORE INI=ORMA (,t 2) _.1 c�d�N A I.L.--�ry._(1�-5 f Y,"-_l�_,_►3,_ , f � � FINISH 14) STUCCO CEILINGS AND SOFFIT NOTE: EXTERIOR CEILING AND SOFFIT TO BE STUCCO ;, �„ M G"i w [22�-y fl I " CR`:'lNALL (WALL) I` V) STUCCO OVER WIRELATH W/ 11 GA. 2" NAILS W/3 O HEAD 6" O.C. OVER s sal F' = ` { 1X2 FIRP.ING @ 16" OR 24" G.C. 3" METAL RIB LATH @ 6" O.C. W/ (2 LAYERS OF 15#FELT OVER EACH .: . .. {tea Z t'il°n" 3 L fii ' F1 FOIL INSULATION AR�. }�[N. .F SPLICE ' p FRAMING MEMBER}. � ` , 1 e I: C1C O -011 F11-41SH GrAD`E c r 1 21 z: _ m S'f TAM __._ �. ;'pv c.CLS .� ��s�_w(..�y����:i"-;a�'S�_.l�arzs f . . �• � --� �€ p _ '- .__. i I •�r't��GC3_Q�!_ C�pI�.C- _�€.Lr,.,.rZ.fl Ii�l i I • j : }`� �s (3) mr �N >C � ._F-ota Dw t7 I i >_.. --- — --- (2500 PSI) CONC. FOUNDATION GIS W4tt_ SEE PLAN FOR SIZES AND -------- ..__w SPECIFICATIONS .. '' L I , t .� NTS r — 1 1 NUMBER ER rvL U_ f / Ca ��Z t l -S c �� Ao�r PAW..WEI CH INC. FAT- r 71�'r MECH-ELECT-CIVIL ENG. 14FEar-TiANITC AT ELEC'IR C'A, . C, 1�.1�...FNG Y? 71, N; :11 4,r 1984 BIE Tt!:�fiE ST. #114 S.W. T ilr"r r" ^E �� "- PORT SAINT l.l1t:',:'.' l L 3�984 _. S S.�. . B�:__._•.,;...Z- S T. AJ J77 PAUL WELCH P.E. 1�GlZ cm. ._'T'`'Tp: WT 7A-np ( FLA REG NO.29945 JUL 13 2021