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HomeMy WebLinkAboutApproved Plans04 L r AN WN-4�0 I 1-j :4 J 1 b, IN 1-14 J� I =1 9 ON LGJL�" I I am a 14 kTJ � VAU, ST LUCIE COUNTY Is's art Y I I - Ali I I L-L-C C = COVER SHEET PRODUCT APPROVAL DATA Al =FOUNDATION PLAN A2 w FOUNDATION NOTES & PLUMBING RISE A FLOOR PLAN A4 = EXTERIOR ELEVATIONS 44B = EXTERIOR ELEVATIONS 6719 Mile* #-5�41=k f-A I SECTIONS A6 a CONSTRUCTION DETAILS 11 • m ROOF FRAMING PLAN A9 w ROOF FRAMING NOTES E1 in ELECTRICAL PLAN File Copy. —A uGNCFALEO rASTENERS OR AT TACHMENT+ ARE THE RESPONSIBILITY OF THE OWRACTCR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHOC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED THESE PLANS AND ALL PROPOSED W09Y ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT 1.[:DAY BG NECM AIRY W ORL'F.I' TO COMPLY 67I7H L.I. # 1j05 —w&s ST. LUCT7 CnIT T-V DATE Y! IV PLAyN�S AND PE€WIIT MUST ]BE TUFT' CAN JOD F-DOH in St. Lucie County Environmental Health §Ce fIa,n Approved fq;r C,gn tr ig .4 prw9w §* 0s'iR§ f0f ��l§�5G-s,� 17y/ooZ �I�101�1� O*z z 7 _ E HAN I CAL PLAN"�`� T1 = CONSTRUCTION MATERIAL SPECIFICATIONS MATERIAL DR NO^F SRVIC JOAF IOAN JAPfG LLC PHONE- p92) i"I 9942 N a a 3 w F r z y z 7 PAM.- WELCH INC. MECIIL-LEC-CTV(L ENO 1984 9W BILTMORE ST, N1 14 VORT ST LLCIE. FL34984 PAUI. WELCH. P-H. FLA / REG. No Z9945 1 Date: OCT" 4 8 SCA[ Ei N.I.S. JOB No: 516 0829 Me conv SUiLDIr�!G_-_D_EPfi,KMt_-t T-_-?2OD-JC..T..-_AP_PROV`',L----;UQMI-TTAL...._D.f.'��A nG> to r_ cr6.4F-P,L1i F• FYT�-R1OR ';Wl,\JG DMRS. OVERHEAD DOORS, SL.IDMG:) GLASS DOORS, FIXED C1, ASS, AND WINDOWS OPENING v OUAN IfT. o PRODUCT dE CRIPTIDIv ; MODEL MANI,F ACTURt F GLASS ncc,^ .� ATTACEiMENT MLTTEIO•') TYPE, SIZE, SPACING 9c EMBEDMENT PRODUCE DESIGN P: SS 2Fc (PSF" :i!�DING DESIGN PFES URES (PSF' PRODUCT APPROVAL NO.NUMBERD. f, i OVERHEAD / DAB 824 811 .N A n. - G Sfe" x 1 74," LOG SCREW EACH BR, CKET 45 _ SEE ELE'VA lOPJS NOA,# 15-0302.01 GARAGE DOOR i _ B) 2 i SINGLE DOOR SMOOTH STAR THERMA— RU I N/A Y4" x 1 X" MINIMUM EMBED. TAPCONS AT 6"/14" O.C. +/— c•7.0 SEE ELEVATIONS FL #5891.2 NC"d—tJ:?ACT Y4" x 1 Y4" MINIMUM EMBED. TAPCONS AT 3"/14" O.C. +% 40.0 SEE ELEVATIONS FLU{ 15225.3 i j FRONT. ENTRANCE 1 EtMA TRU FIBERGLASS T H ; > 1 DOOR w%SiDE 1 TES - -- - - - j D 1 I PATIO DOOR c, Tf.JC NA—TRU 1 SMOOT.-i STAI. NON —IMPACT Y4" x 1 Ya" MINIMUM EMBED. TAPCONS AT 6"/14" O.C. f-- 67.0 SEE ELEVATIONS FL j15225.5 �� FRENCI1 DOOR I i i — ...-------- -- ---- - ------------- ....... - - - - ALUMINUM i r MI NON—tJPACs" --- x 1 Y4" MINIMUM EMBED, TAPCONS AT 2"/16" C.C. % - FsO.0 SEE ELEVATIONS FL {j17/<99.2 C> 10 SINGLE HUNG Sit-18a WINDOW PA11:, DOOIR N 1 :+—! p,I.laPr11NUM hRAM;.,U 430/440 MI NON VRACT 2' R04J 'Y x 1 Yi" A.N:FEU 1 EMBED. TAPCCN� A 6" 17" O.C. () ¢ `' / r 4().0 % SEE ELLVATIONS FL /,:15332.8 3 PANEL SIDING DOOR , GLASS I-_- _.__ -- ---^.._..._.. ._.__.._...; -- .---.._....:.�_^ ....... _...-- - - .....— _ .. - -- ------ _ - - _..-- _ - - --._. _ _-- .... -- --- - -- ----- - ................... ........ -- CLASS BLOCK LW GLASS BLOCKINC#8 IN NON—:MPAC T x 0) "" MIN. EMBED, SCR_WS INTG 2X MIN. BUCK { —110 SE' I ., F ,.l_t. A, IONS 16° , FI. # a8 .l �J MIL); .,_. WINDOW WINDOW41 4i;"i /?li' t,.0 ATfAI htENl h?F f l D 2C Dl ) iGhJ BUILDING ;i: `.:' -N PaODUC' PRODUCT DESCRIPTION J ?GEL MANUFACTURER TYPE: SIZE, SPACENG etc EMBEDMEPiT PRESSURES (PSF) PRESSURES (PSF) APFRUV41 NO. 'NUMBER AQPHAL I RRERGLASS I ROOFING NAILS ='ER FRC 905.2 Vul ::: 194 MPH Vult ::-160 MPH FL #5444,1 REINFORCED SHINGLES CEF.'(A.INTEED i 6 PER 3 TAB HURRICANE SHUTTERS _.....__.._.... ------ -„_-.-------^----------^^--__ ,............._.................._..._.......................,................... ......... .... ._ Y4. ALL POINTS SIT WITH — EMBED. AT 12" O.C, _....... .._............ +/— 48.0 SYF. ELEVATIONS Ft.,#11398.1 '116mm C`;_EARVIEW PO: YCARBONATE) 0,05" ALUM 9c TOWN COUNTRY OR v,.., DIRECT MOUNT I Y4' x 1 Yt'" MINIMUM, EtABED, TAPCONS FOR TRACK AT 3"%12" O.C, f-.... SOFFIT COVERING TG BE BUILT ON SITE USING: 3/8" 1-11—RIB SELF FURRED EXPANDED METAL LATH WITH -......................... .....-----^............_..._-------.:._... "K—PAPER BACKING (C`"MCC; 3.4 LBS/S0. YDS, MEETING ASTM C847) FASTENED TO GCPI f<OCf TRUSS WITH NO 28.0/ 37.0 NOT APPLICABLE SfiUCGC #8(MIN x f 4° PHILLIPS PAN/TRUSS TRUSS HEAD SCREWS 18-8 S.S. OR GAL''!. ASTM A�,07 STEEL) SPACED 5" / ' I ( E APPI..CAHI_,: I r) (uAl_L. LC)NE FH " R616.t SO4'f'T CCiVE.RING S1UCC;C O.C. MAX (2 SCRE: US PER EA. SQ. FT. OF ..A1':i). 5/8" IHIOK MIN. CEM N` `IUCCO MXE.D AND APPLIF IN R703.1.', CONFORMANCE WITH ASTM C926. .............. . ................_... ._ ,..,. _. _._ _ ._...... _ . ONS N/A i i i I Planning & Development Services Department Building & Code Regulations Division 2300 Virginia Avenue, Fort Pierce, FL 34982 — (72) 462-1353 Certification for Design Loam Compliance Project Name; GARCIA RESIDENCE Project Address. AT3.5 SELVITZ P :. Permit #. ccupaacy Type. R -Construction V W F This certification must be completed, signed, and sealed by the design professional of record.. o Submit (2) copies for residential, {) copies for commercial with all permit applications involving the following; * New Residences (single or multi -family) o Residential Addition o Any accessory structure requiring a building permit o Any marl -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. PF%GN PARAMFTERS ANta AS51: AAPTIO NS i,iffa frnrri IP'ra III mAt E nlldi 1, DESIGN COM Florida _gg di ll Code, 2014 Edition snrilia 20 _Supplements using AS E 7 1il 2" Structure Designed as (check one); X Enclosed Partially Endosed Open Risk Category. I� X I l� 111 IV Exposure Category, � 8 X C � 0 . Design Wind Velocity 150 mph 124 ASl1 N/A LRFD End Zone Width, a ft 5, bean Roof Height. 15 �ft hoof Pitch- s .12 Parapet,. N A ft b. Components & Cladding resign Pressures Used- (PSF, based on 10sgft @ 15"MPH, clearly label on all plan openings). zone 1. zone 2. Zone 3 €arle Zone 5: garage: m;3 3 53.55 -7901 -3 � "gig _41.5 . design Loads- Floor- Ali _PSF Roof/Dead; 5 . PSF Roof/Live: 20Balcony: _ N/A PS Dock, N/APSF De& N/APSF Stairs: N/A PSF Fence. N/A PSF Railings: N/A PLF / CONCENTRATED ;3. Were Shear Walls Considered For Structure? yes _Not Applicable Explain Why Nov w Is A Continuous Load Path Provided? X -Yes Not Applicable Explain Why Not- Q, Design Solt Bearing Pressures Z5 fl P E Soil Test Reports Submitted? —Yes I TE NT; I certify that, to the best of my knowledge and belief, the attached plans & specifications have been design€A to comply with the applicable structural Portions of the building codes currently adopted and enforr'ed by St. Lucie t 9:r c I elements s depicted n these Inns provide adequate resistance , �o>lir`tty> I also certify the s a taJra e t d p c'ted o p P q stan.,e to the design forces strecified. Paul Welch P.E. 29945 / 5115 Print Name Cert # & Co, Eer1 Auth. Paul Welch Inc. ON PLAN 10/1 /201 Signature, bate, and Seal 1994 S.W. Biltmore St. Suite #114 Pori St, Lucie, FL Company Name & Address sLff:D -: Form RpViserl 3/1.50.2 (N ij� - DR ACTING SERVICES LOAN IAFFF., LLC PHONE: (7]2) 237-7942 \ �i v x L 3 40 W q 9 Q z z v" z Q x z a o a U w z 0 � Z a U U H a W H A z 14 v 0 ~ F+d l U w A a z za� aNw 0 U Q >w U a M i~ 0 r� V1 W C� 0 �I z cr W7 � H U rW V PAUL WELCH INC. MECH-ELEC-CIVIL ENG 1984 SW BIL?MORE ST. R114 PORTST 1_L'CIE, F'1_ 34984 PAUI_ WELCH, P.F.. ILA �RFG- 1Vo- 29945 I f i f l V Dnt�: CI' 'i ° 'I; SCALE: N.T.S. JOB No: 16-0810 C SHBST I mF 15 11TR—a cony '1 n, �11 { { I I"o i i 3 I ai ■ 1 i ! , Al I ■ I i � ■ I f I f � : 00 36"X36"XE' T.H.K. (25,00 PSI) CONCRETE LANDING WITH Ft / 1 n ( �18ERMESH OVER CLEAN i I j COMPACT.D TERMITE TREATED ,, i ■ SUBGRADE ffJ1 I I �I : I I ti ■ 1 I I I NI i I !VJ I I i JALIGN w/TRUSS ABOVE' I ■ i — — — — — — — — — — \ IIII — —' F1 I - I — — — — — — r • t I ■t V �A� I a, <F41 \``\ ■ L ' IIII I I ■ f.I �p ■ I /F4` F4 At I o I I II ul ALIGN T USS L ■ \ I .f f W/ROOF GIRDER w nll Il■ ■ \----------- \ ■ _ ■■ `SEE — ----- — — I1`—'/I ° — --1 TRUSS LAYOUT PLAN FORA' IGNMEN') ■ a IIII ¢ \ Fc. :: a m 3'-1 2`-8» 1 11:: i 1 a `� ■ 1 W IIII LLJ E).. 11119 A✓ \. \ 5 VERY, DOWEL. RFINF. 1^i, _ _ _ _ 'CIO I 1 a z. \ ALL 'MALL OPN'N/JAMB (TYP.v 7 0 IIII I ■ r 1 �IIII� L I L, 1 .I !III •� II III f I 10' loll, ■ \\ —PROVIDE ELECTRIC I I J ? i CONDUITW/PULLSTRING AT ISLAND ■ C7 I; I N■ IIII j i �, I. ; •6 1 F �--� q j II II \ %apt I 1 REQUIRE. 4 ■ i ; L L — -J J TERMITE TREATMEi�T I -- ....... ° X. _i:5-1 IIIICJ a1� Iln ,� 3' ....1'•^ 3'­ .t° 2'--.. ■ 1f1 —Al — ... r—uu �_ Fi A,HU II1 j J Al RZA _-----� � JI yy uIF� r j 37.."x32°'x18" .:E:.P (iSOO PSI) ,O�JORETE / PAD 'O� n c WI rHTHICK I 4" .>L.AE 7aDO si rT,i".) ■ 5 RS BOf WAY ("'i # I ;REIJ�J�ORCED wj 5x6 - 4V1.4xW1.4 WOV+"vti 'HIRE MESFf I { ■ I uii (OR FIB' SHY ON 6 MIL VAPOR BARRIER OVER --c» I 7'-2Y "; PV PIPE SLE`V_ III SLAB I CLEAN COMPACTED TERMITE ITE TREATED r --� BEL' FLOOR �F51 FOB ;OMPRESSOR SUPPLY I z^✓ PREPARED SUBGRADE (SEE SHEET—'1) \ \ A1,1 I ul 1 un ti_.. D RETURN PIPE I I "H \ I ■ ■ _ .. ........ F3\ 1 (` 1� U R ED, CONCRETE UTILITY SLAB I IHICKEN EDGEREINFORCED I it Al/') IIII ;(H 41T(6x6-N1.=x1.4 I VJ4'JM I r `�..`�'.... ''\•, EA1 I — — — — — — — — — — — — — — — — — — — — — — — — — — — — — — I ` ALIGN w/RO TRUSS %i R:iirR I i C. •JI I I ■ I , - - -(SEE F \ TRUSS LA`&U T PLAN FOR ALI':JNME� I ` I FOUR PORCH• '^ �i =iy 2 I j ■ F3 w/ORIVEWAYAl ■ L———— I ———— — — — — —— : F:..., A1— ■ ■ ■---------- ■ ` = lJ— — — — — — — — — — — — — — — — — — — — — — j a1 — - ■ ■ ■ ■ Ems ■■ i Ch i on { ■■ ■ cv i ... I FINISHED FLOOR FINAL GRADE 12" MIN. EMBEDMENT . ............._ ..--- ., ESEI OW EXISTING GRADE (a) a5 ^f1N'TI Iv I'fl IS R>`.1 AR -- •�/ . ' MASONRY WALL, SEE PLAN #5 REBAR @48" O:C. (MAX.) & AS SHOWN ON PLANS -4/4"X73" WIDE BLOCK RECESS 3 Y2"' THICK (Mft) POURED CON". (2500 PSI MIN.) 6X6 -WlAxW1.4 WWM DOUBLE WITHIN 3 FT. F.R FDOTING ;TYP) Y"��'^� g $�� g p^^� gig (OR FIBERMESH) SCALE: 318" m V-0-C" 3 Vi•' THICK (MIN.) POURED CON:;. (4::U0 PSI MIN.) 6x6-W1.4x1h1A WWM- (OR rFIBERMESH) THICKENED EDGE FODTNG WITH (2) #5 BARS CONTINUOUS FOOTING ....HGD ........................... I—— ......... SCALE: 3/8" m _...-­,_13" MASONRY WALL., S.F.E. PLAN i _..—fi„ MASONRY 6§'AI.!.., SEE Pl.<,.:'J j-..----- #5 RESAR 048' O.C, (MAX.)/ ...._fib RE3CkAR C�48" C. (FAAX.) a' � & AS SHOWN ON PLANS ,% y- ".' &t AS SHOWN ON PLANE --n� �`a XB WIDE RI :' k PECF ;S .r CURB �..-......_.._ r. W T �' ? PORCH OONC. ` z " `` > 3 CONC. c POURED \ —3 Yi." THICK (MIN) POURED M"J.) POURED /� CONC. (250G PSI M ) 3M / Ya THICK i .. ,M,.. ' 75CC PSI MIN. FINAL. GRADE f•_ -�- _.�, � \ �,3............. ...„_........... --� .. .....-..... .R<..... .T 12 MIN, EMBEDMENT-, ' / r 12" MN. i=M6EDME'vT.....� I: a LE_OW Exi S'IiNU GRADE:, _..._._.... ....... .: BELOW EXISTING` GRASS '` _ ......_.! � � �....... ._k 3" _MIN. S CON:EN'UOUS RE9AR--.__,. CLEAR COVER ) #5 CONTINUOUS F.FBaR ��, 3 MIN. I �) - l- 4: 6,: (TVP.) '2 '.�,° cLHAR cGVER 6XS- W'.4xW1 4 'NWM -" 6X6-W1.4xW1.4 WWM DOUBLE WITHIN 3 F;'. DOUBLE N1iTH€N 3 F'f. t EOM FOOTING (TYP) FROM =c1Twr (TYP) +'OR F1BERMESH) (OR FIBERMESH) CURB SECTION EXTERIOR STP--P ARING. SCALE: 318" = V-0" 1`t / BEARING SCALE. 3 8 i 4 �- 2x4 FRAMED NON BEARING "- WALL SEE TYP DETAIL FOR k' DIA.x1Q A.B. 024" C.0...... -.� C'ONNE(, ON TO FOUNDATION MAX. `N/7' MIN. EMBED. \ S N WICK (MIN.) POURED 2' (MIN.) P . SOLE PLATE. --.. � N - cs _ Y,AR E`�_� R. CONC. (2500 PSI MIN.) °= ....-3 Ya" THICK (M-N,) POURED E 4 . > CONC. (7500 t'$I M N.) -' _ 0k L g 1 6x6-- W" 4x'dJ I4 WWM `va ' xdO.. .... ..._ (OR FIBCFMESII) (-) #5 BARS C JOUS \ a Hx6--- W1.4xW1.4 WWM (OR FIBERMESH) INTERIOR Si- O CRUMB _ Pdt7N'EiIEA62iNG SCALE: 318 '!•.-p„ t .._.........._.............. SCALE 3/8"=1,_0•.. 4 'HiCK (MIN') POURED CURB �. °0NO. (2500 PSI MIN.) VARIES � S.�k FINAL.. GRADE-_ "ir" L ,�..: _ ,,y4 \ @@L%te i 12" MIN. EMBEDMENT -� ; N � .. BELOW EXISTING GRADE _. /` 6R6--W14THIN WWM (2) #5 LON :7NUOU5 REBAR ---I i 4" 16"' DOUBLE WI Etilfd 3 FT. 'j (MIN.) FROM FOOTING ( P; 8 SHOWER CURB (OR r':BERMESI.0 y= _. r�... SCALE: s;di;; __'IF.Q„ NOTE: SEE SHEET"A2 FOR FOUNDATION AND MASONRY WALL OCGNS`I'RUCTION NOTES SCALE: 1/4" ® 1'-0" i: V_ DRAFTING SERVICES JOAN JAFFE 11 C PHONE. I7I2, 297 7942 N1ew nasoM'r wy,co,n x a N j C. zz W h d W W 0 U% zu r+ O 0 !N W F d q z 0 N 00 a ' .a l L � IT 0 Z�m G�w V,' w M L It Q wE7� 0 H 0 IlIn PAUL WELCH INC.. MECH-ELE.C-CIVIL ENG 1984 SW BILTMORH.ST.#I 14 PORT ST LUCIP_ FL 34984 PAUL WELCH, AL FLA C­ Nu. 29945 aP 3i.T U 2'rp 'J 'L I IJ Date: SCALE: AS NOTED JOB Na 516-0829 A I SHEET' 2 OF 16 File copy JL i ,V A'V V 2 _. V i1 ' TANG „ C.O. LAV, qHR �v Wr' C. 0. �3„ •� 3 I �l a 2/ J��,,, ` 2" VTR \ 2" tJ B , V', r 2» LR 2" Jf V `K a\ ' 2" - AIR GAP K > VTiY J V DW i - \ 2," AV. x„ R \ BAT[ i #3 s w\1 3" SANITARY SOIL/WASIE 3" DRAIN PIPE (EXACT" LOCATION 1O BE FIELD LOCAFE-D) 2" ' \ WASH �,J. 3�— 2„ ,�fR . J LAUNDRY �,� ROOM � } AV'..3 e a u8 LAV. 4'° OAN.) BUILDING SEWER id ON --Si-'- SANITARY .1 sE'd'iFR .F T STATION C.0. - 3" MA jj.E RATH SHR rI RISER I SCALE: N.T.S. GENERAL FOUNDATION- - -- - - ....... I. 'IHE FOUNDATIONv DESIGN ASSUMES THAT THE SOIL HAS A M'.NIMUM LOAD BEARING CAPACITY OF GOOD POUNDS PER SQUARE FOOT (MINIMUM). 2. IN THE EVENT THE SOLI- Bc AfiING CAPACITY AEI.; Fif ONt Tf-iE AF�ORFMFNTION D MINI -MUM, T`.II` I IOMFOWNER/BUT DER SHALL Fi;- RE5PONSIBLL 'IU NUi1rY f E ENGINEER C CORD f=RICiR TG PLACEMENT CONCRETE LO01< SLAB AND I OUNUAIION FGOrINUS. 3. MHOMIFOWN-R/CONTRACTOR SHALL. NOTIFY ENGINEER OF RECORD IF SOII..S ARE QUESTIONABLE TO WIT>IJN 10'-0" OF DEPTH BELOW FINISH FLOOR SLAB ELEVATION. 4. SATISFACTORY COMPACTION 'TEST OF FILL DOES NOT 'VERIFY LOWER SOIL BEARING CAF ACI'TV ARE ADEO: ATE. SEE SHEET T-1 FOR. SUBGRADE PREPARATION ANC) COMPACTION R, QUIRME JTS. 5. HORILONIAL FOUNDATION STEEL BARS SHALL BE CON- NUOUS AROUND CORNERS USING CORNED: BARS WITH 30" MIN, LAP SPLICE ( FYPICAL). ,, PLAC'E DOUBLE LAYER OF WELDED SNIRE MESH (W.W.M.) WITHIN 3 FT_ OF THE PERIMETER FOOTING (IT NCT US;NG €IBERMESI-1) PER F C R, FIGURE R4C)3,1, GENERAL MAE')OIV� Y NOTES- i. 'JUFiER:- SFHOWN N ON FOUNDATION PLAN, CONCRETE: LOCK TO BE FLL_FD SOLID WITH GROUT f'c-30C'0pa{ MINIMUM AND 1 #5 VERTICAL BAR, UNLESS OTHERWISE NOTED ON PLAN OR DETAILS, 2. MASONRY BUO'CK: 'INSPECTION HOLES SHALL BE PROVIDED BY "C" BLOCK (CEMEX/RINKE'R TYPE 740 OR SIMILAR) OR SAW CUTTING. BUSTING BLOCK WITH HAMMER WILL NOT BE. ALLOWED. 3. ALL MASONRY WALL10 BE PROVIDED w/ ONITNUOUS 8" BOND BEAM, CONSISTING OF (1) "H" BLOCK RfIINFORCED w/ (") ¢b EACH BLOCK AND GROUTED SOLID 'CORNERS TO BE : ROV0ED w/ (1) 30"X30#5 "L BARS. 4. A 1/2" DA WEDGE ANCHOR SET WITH MIN. EMB•'DVJrN'. OF 6 MAY BE USED IN LIEU 01: 1/2" DIA, BOLES, HOWEVER, WEDGE ANCHORS MUST NO-[ BE LOCA EU NO C, O`ER THAN TO EDGES AND 6" FROM CORNERS AND ENDS, LSE APPROVED THREADED STEEL ROD AND '.PDXY ANCHORING SYSTEM AT CONCR: TE EDGES, 5. 'N '.-„l- EVENT S'fEEI REBAR ';AS BEEN INADVERTENT[-Y OMITTED FROM FILLED CELLS LOCATIONS DOWEL STEEL BAR MIN. 5" INTO CONCRETE (NO CLOSER THAN 3-3/4-" FROM EDGES AND El" FROM ENDS OF CAP WALLS), REMOVE DUST PER MANUFACTURER'S INSTRUCTIONS AND USE 2-PART EPDXY TO ANCHOR #5 REBAR IN PLACE. USE ETHER HLTI ;-TIT RE 5:. OR SIMPSON EPDXY --TIE. GENERAL PLUMBING NOTE& ....__.......--._.........-.... ..,� .� . 1. MATERIAL,S AND INSTALLATION OF PI.�JMBNG PIPING F0':< SANITA.RY DRAINS, VENTS, AND WATER DISTRIBUTION SFAU.. CONFORM TO REQUIREMENTS O THE 2014 BC--RESIDEN1IAL CODES, 'VITH MATERIALS AS SPECIFIED ON. °Si iEET 12, AND AS NOTED AND SHOWN ON THESE P'..,ANS. 2. PROVIDE HOT WATER SUPPLY PIPING TO NEW PLUMBING FIXTURES THROUGH INTERIOR PARTITION WALLS V'lLTH 1/2" DIAMETER PIPING WITH 1/2" DIAMETER F'ui_L.... FORT SHUT OFF BALL. VALVE. 3. SINKS, SHOWER AND TUBS AND 3' DI L TO NEW PROVIDE ;y" DIAMETER COLD WATE: SUPPLY LINES TO /e AMETEk' COLD 41A.'cR IN - WATER CLOSETS. 4. PROVIDE (',OLD NEATER HAMMER ARRESTORS AT DEAD SINK LOCATIONS WHEN REQUIRED. 5, ALL. [-HOT AND COLD WATER PIPE INSTALLED ABOVE G.-',LING MUST BE INSULATED AND WRAPPf;D, ALL WORK SHALL BE IN ACCORDAP4CE WITH THE FBC 2014-F'LUMBIP G, 2. DWV PIPING SHALL BE SCHEDuLF 40 PVC. " 3. WATER Pl> LNG IN BUILDING SHALL BE. ONE OF THE FOLLOWING: TYPE L, COP''ER, CPVC, OR PEX. 4. SLEEVE ALL PIPING IN CONTACT WITH CONCRETE OR UNDERGROUND WITHIN -nLDG. n - -.: THAN 3 ., HOT WATER PIPING NJ':T41 A MIivIP�1lJP1 T'rHFRMAL. RE>I>TANCF.. OF R- 3 SHALL. BF .APPI.JE:s :0 P:FINC, I..ARG-R IrlkN /k NOMINAL. DIAMETER, 5 U KTCHEN QUTLE'TS, 'PIPING LOCATED OUTSIDE THE CQNDI'T{ONED SPACE, PIPING FROM HE WATER HEATER : MTO TI'.L. f LNG FROM WATER HEATER T DISTF?iE3I.JTION MANIFOLD, PIPING LOCATED Ui�?ER THE FLOOR SLAB,FjURRIED PIPING, SUPPLY AND RETURN PIPING IN RECIRCULAIIC)N 'SYSTEMS, PIPING WITH RUN LEPNGH'I` GREATER "HAN 20 FEET. 6, WATER HEATERS INSTALLED `.HA''-- BE N ACCORDAN.CE WITH FBC 2014 ENERGY CNSERVAiiON. PLUMBING D AND ABBIREVIAMONS VRC VTR WC C.O. C.0.T.G. SANITARY SOIL PIPE (BELOW FLOOR SLAB) SANITARY WASTE OR SOIL../WASTE DRAIN PIPE DRY VENT LINE BRANCH ABOVE Cr—ILING (RE-. VENT) WASTE PIP'- ',RAP SOIL.. PIPE VENT RISER UP TO RE —VENT ABOVE CEILING SOIL PIPE VENT 'THROUGH ROOF WATER CLOSET (TOILET) GL'EANOUT CLEANOUI TO GRADE _r f Copy PROVIDE PRECAST REINFORCED CONCRETE 11:1" _iNTEI AS MANUFACTURED BY CAST-CRETE (OR EQUAL) FOR ALL. MASONRY 0:'E!llNi:,S OF THE SIZE. AN[) REINFORCEMENT NOTED IN TH'E. FOLL-OVdING I_(NTF.I.. SC EDL'i_ MASONRY WALL. LINTEL.. SC%HEDUI... E SAFE APPLIED :;r t A ED I - INTht.. �P`T i COImi:10sI F: LI�dTcL NTk.I- ,. RAV;TY GRAVITY FLIFT UPLIFT DESIGNATION LIEN TYPE I j L�EA.Pv1 ` L.C'AID LOAD OAO .)AP.) _............._.._..__.------.......--------------------..:------.....----.._...........------..-----.............� �-.._,...... .....:....... . -1Q" 70" U... JNTEL. 4300 •:, 1260 1 2093 802 I 8F16-1B/1T L 2 1 '4" A- 52" RECESSED 55� BRF3�''ET „.. ; --{- J F /� U-LIPd''EI.. ts,..1.5 4. -- 438 i1 %1 FsF 1B-- T .....................3 -- -4 RECESSED 08y3 645 .'r365 37' 8RF38-"';B/I ----- .�._................_...__......._...._.. __._------------ - ............................................_ __._..._................ �b ----------------......------------- ...__.....................--.........II...............................----------.----------------- L-5 1,7'-4" 208'2 PRE_;TRE:_;E �: 203 520 ".31 8F20 --- 1E T L-6°--OFF 48" tJ LINTEL 5820 20.3 3079 131 8F6- 11811T L--7 4" h" - A. 54`° lJ I..INTEL. ---i- 6133 iia3 2724 687 BF16 18/1T L. -8 4" 52" RECESSED 52.06 1QO 2C35 100 1QD 8Rf'14-182"T _ — - - L. - 9 10 -0 i r,u 11.v U-l_INTE...- f ....,.� F 83. ciq. 5'%4 8F16-1 -_-- .......:.:_.. -C--... ... _...._3'-6" 42`° J"EL 5163 _......"------..._.. ..... __...._zC..... ........_....._..__...:354 : 31 ..F 1 �-1 E1--1 4-11 7'--6" ....... 9tJ" IS LINTEL ..... 2 G1 — 203 ...... .......j.......,........_. 163x' ------ 31 BF16 .... 1E/1T L-`'2 21' 2`a6'I U....LIhJTEL 598 335 306 —}— 25' 8F16 1B/1T NOTE: WHEN L-INTEI.. IS IN VARIOUS LOCATIONS, WORST CASE LOADING IS SHOWN NOT.': PROVIDE "CASTCRE I L" PRE -CAS C CONCR3LTc LINTEL. AS NO I'ED ON PLANS NOT"E: 1. COMPOSITE BEAM DEPTr:S SHOWN ARE MINIMUM REQUIRED, 2. CALCULATED API'I_IED GRAVITY LOAD AND APP'LIECI UPLIFT! AND MAY HE :NCREASED, SHOWN ARE WORST CASE, IN FIEF ROOF WITHOUT ENGINEER'S A:PPROVAL.. TRUSS GIRDER LOAD NG HAVE. BEEN CONSIDERED. 3. MASONRY CONTRACTOR TO VERIFY EACH MASONRY OPENING WIDTH., AND HEIGHT PRIOR TO CONSTR!JCT'ON, 4. LENGTHS OF LINTEL. SHOWN ARE ACTUAL. L.II`JTFL. SIZES (BEARING OF 4" EACH END). SAW (CUT BOTTOha`:S OF LINTEL.. MANUFACTURERS NOTCHES WHEN NEEDED TO EXTENDREBA.R THROUGHLINTEL @ .EACH SIDEOF OPENING. 5. ALL LINTELS SHALL. BE SET TO PROVIDE A MINIMUM 4`° BEARING ON MASONRY AT EAC1•1 END, UNLESS DETAILED ON THESE PLANS. 6, REINFORCED PRECAST "U" LINTELS SHALL BE MANUFACTURED WITH 5 1/2"I LONG NOTCHES AT EACH END TO ACCOMMODATE PLACEMENT OF VERTICAL REINFORCING AND GROUT FILLING CELLS BELOW. 7. SE-1 TYPICAL LINTEL SE'. T!ON FOR OAST-- CRL IE DESIGNATIONS AND P'_ACEMEN OF RL:NI ORCING S ILEL. STEEL PLACED IN BOTTOM OCR PRECAST LINTEL. SHALL BE SET ON 'WIRE CHAIR TO PROVIDE 3/4" CL.EARANCE. OFF BOTTOM. Is ■ ------- ■l PL-1J VT'? VR:, 51156 SH 3068 O -- r05 BAR CONTINUOUS �- -- AlREG TOP OF WALL A_CN,..c-AR j 1 C FILLED WTH GROUT U _ UN%?LL'D / OuAN'ffY )f a R[:'[3AR Al- ,i ce.... r: [���-_ '" d B]NI) ei m BI O(>, ( /Ct''MIM 'TF;° OR EO) FF r � BOTTOM OF INTEL A i-Y ' GROUTb I ti�a U �I i I � n l ' I y - 5REBRR AT 807TGM I L(; UA.NTITY OF IS 'f II 3/4"rEA.R OFF _... RE:3AR AT OP t M-ATf`ITY f =-- NOMINA'- HEIGHT .,�........_ - .._-.._....._...--------- i NOMINAL. WIDTH i \.. 7-5/8- A0,TU-: B" PRECAST LENTIL NOMINAL WHOM 8' 1"1-1 x 8" CMU MASONRY WALL x 8" CMU MASONRY WAt..I.. R...11 MINIMUM: INSULA !'ION INTERIOR 20 STUD NON- BEARING PARTITION WALL. PRE --CAST CONCRE!"E LINTEL DESIGNATION (SEE SHEET A3) SOIL PIPE VENT THROUGH ROOF SOIL_ PIPE VENT RISER WINDOW MARK (56"W x 56"i"I SINGLE HUNG) DOOR MART x 6''-.8"H OPENING) NOMINAL WINDOW OPF.NING'� I.LJ. (SEE PRODUC-IAPPROVAL TAE3LTL; SHEET C2) LIVING: 2783 STINT, FT. GARAGE: 414 SQ. FT. E1\1TRY ✓0RC1-1: 191 SQ. FT. ;C;'V. P, -1:0: 164 ` Q. (...1.. 3`)I,2 SQ, F.1. ij� - DRAT-FrING SERVICES J11AN JAFFF, LLC PHONE: ("72) 231-7942 z a N x O 3 E W p F 3 x z z N a "a x - C V1 .. a O A H W F 0 z H L® r� V N a h� ANw W wow U a [ , M E" v 0 0 V1 U ti PAUL WELCH INC. MECH-ELEC-CIIVIL ENO 1984 SW 8113'MORT' ST ttI,4 PORT ST I-L•CI [., 11 34984 PALL W FI " P.F_. FLA N(, 2`I945 /REC C % 2O6 Date: SCALE: 1 /4" - 1 0" JOB No-:- 516-0829 A3 SHEET 4 OF 15 ASPHALT SHINGLES OVER 30# BUILDING FELT ON %" CDX PLYWOOD SHEATHING ALL OVER PRE -FABRICATED ENGINEERED WOOD TRUSSES 12 51 U-911 ____ 1 I 7777007777 77777777 77777777 C gwll REMOVED RIDGE VENTS 1:41p +� ' SCALE: 1/4" = 1'-0" REMOVED RIDGE VENTS A 31 REAR ELEVATION SCALE: 114" = 1'-0" BOXED/ARCHED OPENING. ALL SHEATHED WITH Y2' (MIN.) PLYWOOD SHEATHING, AND COVERED WITH/FOAM ARCH EXTERIOR OPENING DESIGN PRESSURE CHART 160 MPH EXP: C MARK AREA I E O ZONE 4 ZONE 5 POSITIVE (PSF) NEGATIVE (PSF) POSITIVE (PSF) NEGATIVE (PSF)' 1 10 33.6 -36.4 33.6 -44.9 2 15 33.5 -36.3 33.5 -44.8 3 20 33.4 -36.2 33.4 -44.6 4 25 33.3 -36.1 33.3 -44.4 5 30 33.2 -36.1 33.2 -44.2 6 35 33.1 -36.0 33.1 -44.1 7 40 33.0 -35.9 33.0 -43.9 8 45 32.9 -35.8 32.9 -43.7 9 50 32.9 -35.7 32.9 -43.5 10 110 31.8 -34.7 31.8 -41.5 , .„ 6'-8" T.O.W. 0'-0" FAUX PRECAST OR DECORATIVE EFIS CONTOURED CEMENT STUCCO (TYPICAL WHERE INDICATED) STONE VENEER NOTE:OPTIONAL FEATUREZ STONE VENEER UNITS NOT EXCEEDING 10 INCHES (254 MM) IN THICKNESS SHALL BE ANCHORED DIRECTLY TO MASONRY, or CONCRETE BY THE FOLLOWING METHODS: WITH CONCRETE OR MASONRY BACKING, ANCHOR TIES SHALL BE NOT LESS THAN 0.1055-INCH (2.68 MM) CORROSION -RESISTANT WIRE, OR APPROVED EQUAL, FORMED BEYOND THE BASE OF THE BACKING. THE LEGS OF THE LOOPS SHALL BE NOT LESS THAN 6 INCHES (152 MM)IN LENGTH BENT AT RIGHT ANGLES AND LAID IN THE MORTAR JOINT, AND SPACED SO THAT THE EYES OR LOOPS ARE 12 INCHES (305 MM) MAXIMUM ON CENTER (D.C.) IN BOTH DIRECTIONS. THERE SHALL BE PROVIDED NOT LESS THAN A 0.1055-INCH (2.68 MM) CORROSION -RESISTANT WIRE TIE, OR AlEeEDVED EQUAL, THREADED THROUGH THE EXPOSED LOOPS FOR EVERY 2 SQUARE FEET (0.2 M2) OF STONE VENEER. THIS TIE SHALL BE A LOOP HAVING LEGS NOT LESS THAN 15 INCHES (381 MM) IN LENGTH BENT SO THAT IT WILL LIE IN THE STONE VENEER MORTAR JOINT. THE LAST 2 INCHES (51 MM) OF EACH WIRE LEG SHALL HAVE A RIGHT-ANGLE BEND. ONE -INCH (25 MM) MINIMUM THICKNESS OF CEMENT GROUT SHALL BE PLACED BETWEEN THE BACKING AND THE STONE VENEER. _ij�_ DRAFTING SERVICES LOAN TAFFE, LLC PHONE: (772) 237-7942 www.+xe..sv..scoaavanrrwo.crox W N O P1 Ll A z o � z O A d A W F r a G o m 0 0 U1 U 0 j..I a H00 .. u a) W (� WOm 0'tw 0 H W o x W z 0 U h PAUL WELCH INC. NTECH-ELEC-CIVII. ENG 1994 SW DILT ORE ST. #114 PORT ST LUC1U, FL 34954 PAUL WgIXR, P.P.. PLA . No, 29945 j` Date: SCALE: 1/4" = V-0" JOB No: 516-0829 A smT 6 OF 0 -vile —1n ACj RIDGE VENTS 16"O.H. () TEXTURED CEMENT STUCCO COATING OVER OE TYP.) (TYP.) 8" CMU BLOCK WALL (TYPICAL) w TEXTURED CEMENT / 2E STUCCO COATING OVER — 21 OD 8" CMU BLOCK WALL OO c f (TYPICAL) c 0 El �1— c� w _ Co' L Ia � RIGHT ELEVATION SCALE: 1/4" =1'-0" 5,2 � TEXTURED CEMENT STUCCO COATING OVER 8" CMU BLOCK WALL • f (TYPICAL) ASPHALT SHINGLES OVER 30# BUILDING FELT ON %" CDX PLYWOOD SHEATHING ALL OVER PRE —FABRICATED ENGINEERED WOOD TRUSSES A REMOVED RIDGE VENTS "co of ui co10 C © 21 W 2 -- v — LEFT ELEVATION SCALE: 1/4" = 1'-0" 6"O.H. 8'-1" ij� - ORAFTiNO SERVICES 10AN SAPPE, LLC PHONE: (T12) 239-9942 www.ixxnsuxsconsm�urnwa.com b � N N 00 � r� A A �U�yy U w d o 0 � a o a 5 �W w Q r a r a, Q o 0 rLo llr,^1 U V1 0 N a H � z 0 m H Wo �C wz 0 U h PAUL WELCH INC. MECH-ELE.C-CIVIL ENG 1984 SW EH.TMORE ST. k114 PORT ST LV CIE, PL 34984 PAUL W H, P.E. PLA REO. No. 29945 AUG 0 8 2G1 Date: SCALE: JOB No, 516-0829 A4B SHEET' 8 OF 15 Flip. Cnnv. CJ ASPHALT ROOFING SHINGLES OVER 1-LAYER OF 30# BUILDING FELT (ASTM 7158H, OR CODE APPROVED EQ.) SEE ROOFING NOTE #1 \��5 (TYP) OPEN CELL SPRAY POLYURETHANE FOAM APENDIX X Y2 THICK CEILING RATED GYPSUM-1 WALLBOARD SHEATHING (OTHERWISE NON -RATED V THICK GYPSUM WALL BOARD IS REQUIRED) Y2" GYPSUM WALLBOARD SHEATHING OVER 1"x2" (NOMINAL) P.T. FURRING STRIPS 0 24" O.C. (MAX.) AND R4.1 FI-FOIL INSULATION WITH REFLECTIVE VAPOR BARRIER 8" PRECAST LINTEL w/(1)-#5 BAR IN ------- > (3000 PSI) CONCRETE FILLED CELL AT ALL DOOR AND WINDOW OPENINGS (SEE W LINTEL SCH. FOR MORE INFORMATION) w WOOD BASE BOARD 00 o 3-Y2" THICK (MIN,) POURED CONC. (2500 PSI MIN.) FLOOR SLAB WITH 6x6-W1.4xW1.4 (MIN.) W.W.M. (OR FIBER MESH) OVER 6 MIL POLYTHENE VAPOR BARRIER &COMPACTED TERMITE TREATED CLEAN SOIL FILL (SEE SHEET A2 FOR FOUNDATION NOTES) �«. IN rmmTrlll g I 11 111 IIII u ..' 19/32" C-D STRUCTURAL I PLYWOOD SHEATHING OVER PRE-ENGINEERED WOOD TRUSSES @ 24" O.C. (SEE ROOF FRAMING PLAN SHEET-A8 FOR ROOF SHEATHING NAILING SCHEDULE) �SHEET�T-A9 USS ANCHOR STRAP FOR TRUSS CONNECTOR SCHEDULE) 16" TYP. TRUSS TAIL 2Y2" ALUMINUM DRIP EDGE OVER 1x3 P.T. NAILER O.H. \ BEARING HEIGHT EL. VARIES 1x2 FASCIA BOARD 2x8 CONT. SUB FASCIA BOARD NAILED TO EACH TRUSS TAIL W/ (2) 16d COM. NAILS (OR BETTER) METAL LATH AND STUCCO SOFFIT Q SINGLE COURSE 8" CMU KNOCKOUT/BOND BEAM BLOCK GROUTED SOLID WITH (1) # 5 REBAR CONTINUOUS** NEW B" CMU WALL CONSTRUCTION WITH TYPE "M" MORTAR Y2" MIN. CEMENT STUCCO COATING #5 VERT. REBAR AND #5 DOWEL BARS WITH STD. 10" LONG HOOK (MIN.) GROUTED SOLID. SET DOWELS AS INDICATED ON PLAN 30" MIN. LAP SPLICE (TYPICAL) %4"x 8" WIDE BLOCK RECESS FINISHED FLOOR SLAB.L -FINAL GRADE 12" MIN. EMBEDMENT BELOW EXISTING GRADE "LEAR COVER (2) #5 CONTINUOUS REBAR (TYP.). 6„ 16" (MIN.) **PROVIDE (2)-ROWS OF BOND BEAM FOR WALLS WITH HEIGHT OVER W-1 1 1. SEE COMPONENT AND CLADDING PRODUCT APPROVAL SCHEDULE FOR ASPHALT ROOFING SHINGLE REQUIREMENTS WHICH HAVE BEEN SELECTED TO COMPLY WITH 2O14 FBC—RESIDENTAIL, CHAPTER 9, SECTION R905.2, AND CLASSIFIED TO MEET Vult=150 MPH WIND RESISTANT RATING PER TABLE R905.2.6.1 2. INSTALLATION OF ASPHALT SHINGLES SHALL BE NAILED PER SHINGLE MANUFACTURER SPECIFICATION BUT NO LESS THAN (6) 12 GAUGE x 1r CORROSION -RESISTANT ANNULAR RING SHANK ROOFING NAIL PER TAB, OVER 30# BUILDING FELT ASTM D226, TYPE II, (WITH 4" MIN. HEALAP/ 6" MIN. ENDLAP & WOVEN VALLEYS) FASTENED w/ 12 GAUGE x 1" CORROSION -RESISTANT ANNULAR RING SHANK ROOFING NAILS THROUGH 32 GAUGE x 1�'O TIN CAPS SPACED 5" O.C. 0 LAPS AND 12"O.C. ALONG TWO ROWS IN FILED. 3. INSTALLATION OF METAL ACCESSORIES, AND PLACEMENT OF SHINGLES AT INTERSECTIONS, EAVES, VALLEYS, AND GABLES SHALL CONFORM TO 2014 FBC ROOF APPLICATION STANDARD RAS No. 115. 4. UNLESS OTHERWISE SHOWN, EXTERIOR CEILINGS OF FRONT PORCH AND REAR PATIO AND SOFFITS SHALL CONSIST OF 7/8" CEMENT STUCCO OVER WIRELATI-I W/TH 11GA.x2" LONG NAILS WITH %" HEAD AT 6" D.C. OVER %" METAL RIB LATH AT 6" O.C. PROVIDE (2) LAYERS OF 15# FELT OVER EACH FRAMING MEMBER. 1. WHEN METAL STUDS ARE SELECTED FOR INTERIOR NON —BEARING PARTIOTION WALL FRAMING SHALL CONSIST OF COLD —FORMED STEEL MATERIALS AS FOLLOWS: A) 3Y2" METAL STUD: 3 1/2" (18 GA.) COLD -FORMED STEEL STRUCTURAL C-SECTION PRODUCT DESIGNATION: 350S162-431 33 KSI, G60 (OR BETTER) B) 3Y2" METAL TRACK: 3 1/2 (20 GA.) COLD -FORMED STEEL STRUCTURAL T-SECTION PRODUCT DESIGNATION 350T137-33; 33 KSI, G60 (OR BETTER) 2. BOTTOM TRACK STUDS SHALL BE FASTENED TO THE CONCRETE FLOOR SLAB WITH POWDER - ACTUATED 0.22 CALIBER (MIN.) SHOT PINS, 1" LONG x 0.300 HEAD DIA. x 0.145 SHANK DIA, WITH ib" DIA. STEEL WASHER. PLACE 1 SHOT PIN AT 16" O.C. STAGGERED FROM SIDE -TO -SIDE OF TRACK, OR EQUAL. 3. ALL METAL STUDS SHALL BE FASTENED TO TOP AND BOTTOM TRACKS WITH (2) MIN. #8-18 x S.M.S. (0.164" DIA. SHANK x 5/16" HEAD), OR BETTER. 4. METAL STUD TRACK SHALL BE FASTENED TO 2x4 WOOD STUD FRAMING WITH (2) #12-16 x 13/n" HEX WASHER HEAD WOOD SCREWS (OR BETTER). PRE -CAST CONC. LINTEL SEE LINTEL SCHEDULE SIZE & REINFORCEMENT CENTERED 16" LONG 2x8 P.T. (SYP) BLOCKING FOR TORSION SPRING (AS REQUIRED) ao I n II ----I � t Idl III 110 __ _ ------------ _____ _ ___ _ -- — _ __ IIII II 111 IF — _ =IL= 1r IIII IIII 11 11 11 ii II i�° 11 ii it E h" DIA. WEDGE ANCHOR 3—Y2" EMBEDMENT w/2" 2x6x1G'-0" P.T. (SYP) ATTACHED SQUARE WASHER W/ Y4"0 x 3" TAPCONS @16" O.C. w/ 1' DIA. MIN. WASHERS 2x6 P.T. (SYP) WOOD JAMB FASTENED w/ �" x3-h" (S.S. 304) HILTI KWIK BOLT 3 EXPANSION ANCHOR (OR EQUAL) w/ 2"11 SQUARE WASHER (SEE BUCK DETAIL) o IOW GARAGE FLOOR SLAB y o =Ill it It C It 11 II 11 d o �I II11 u R 11 11 1 ii ii ��B I 11 n u 11 ii n d. I II 11 II II it 11 11 0 II 11 II u it ,d. I 11 11 11 11 u II II �11 ° ° n II I � II II o- 11 11 it 11 li II II I u ° ii ii �I II 11 II 11 u II u If 00 ll= = 1J �_---------- ------ --- --------------- ----- ----- ----- ---- --- -- _ FOOTING PER FOUNDATION PLAN SHOP DRAWINGS APPROVED PRE -FABRICATED WOOD TRUSSES @24" O.C. INSULATION PER ENERGY CODE X" GAP (U.O.N. SIMPSON STRONG -TIE ROOF TRUSS CLIP TYPE STC (1 CLIP ® 2x4S, 2 CLIPS ® 2x6S, 3 CLIPS 0 2X8S) (NOTE: EQUAL ANCHORS MAY BE SUBSTITUTED) FIRE BLOCKING (SEE NOTE #3) USE .145" DIA P.A.F. 016" O.C. TO CONCRETE WOOD BASE BOARD MOL NOTES: (2)#5 DOWEL WITH 30" OVERLAP STC CLIP i RAT RUN 1x4 (MIN.) / LAID FLAT @8'-0" O.C. %" GYPSUM WALLBOARD SHEATING 2x4 CONT. TOP PLATE OR LIGHT GAUGE METAL T-TRACK 3-ARAGE r` =LOOR SLAB—V WOOD STUDS LIGHT GAUGE METAL C-STUD 2x4S ® 16" O.C. FOR H=8' TO 10' 3 1/2" ® 24" O.C. FOR H=8' TO 10' 2x6S ® 24" O.C. FOR H=10' TO 14' 3 1/2" ® 16" O.C. FOR H=10' TO 14' WOOD STUD TO PLATE 2-16d NAILS 0 2x4S 3-16d NAILS 0 2x6S Y" GYPSUM WALLBOARD SHEATING P.T. 2X SOLE PLATE OR LIGHT GAUGE METAL TRACK STUD (SEE NOTE #4) CONCRETE FLOOR SLAB PER PLAN 1. SEE SHEET-T1 FOR WOOD STUD & METAL STUD CONSTRUCTION MATERIAL SPECIFICATIONS 2. INSTALL SIMPSON STRONG -TIE ROOF TRUSS CLIP PER MFG.'S INSTRUCTIONS - SEE SHEET A9 FOR TRUSS CONNECTOR SCHEDULE. 3. PLACE FIRE BLOCKING CONSISTING OF 2x4 SOLID BLOCKING (OR CODE APPROVED EQUAL) BETWEEN ALL STUDS IN ALL INTERIOR PARTITION WALLS EXCEEDING 10'-0" IN HEIGHT. BLOCKING TO BE PLACED IN A CONTINUOUS ROW AT 8'-0" (+/-) ABOVE FINISHED FLOOR SLAB. 4. INTERIOR PARTITION WALLS CONSTRUCTED WITH LIGHT GAUGE METAL STUD SHALL BE CONSTRUCTED OVER 2X P.T. WOOD PLATE FASTENED AS NOTED IN THIS DETAIL. 5. ATTACH P.T. 2x4 STUD TO ADJACENT CMU WALLS WITH 34s"x3" TAPCONS AT 24" O.C. VERT. TYPICAL II A5 (NON•ISEARING WALL) SCALE: 1/2" = 1 "-0" 12 15 (TYP) STUCCO OVER WIRELATH WITH 11GA. 2" NAILS w/% 0 HEAD 06" O.C. OVER W METAL RIB LATH 06" O.C. w/(2 LAYERSOFT 15# FELT OVER EACH FRAMING MEMBER). 8" PRECAST LINTEL w/(1) #5 BAR IN (3000 PSI) CONC. FILLED CELL AT ALL DOOR AND WINDOW OPENINGS (SEE LINTEL SCHEDULE FOR MORE INFORMATION; SHEET-A3) 1 STRAP FOR UPLIFT 1175# 2 STRAPS FOR UPLIFT UP T- #5 REBAR w/90• HOOK 8"x8"x16" CONTINUOUS CONC. BEAM BLOCK w/(1) #5 BAR IN (3000 PSI) CONC. FILLED CELL 8"x8"x16" CONCRETE BLOCK COLUMN w/(2) #5 BARS VERT, IN (3000 PSI) CONC. FILLED CELL STUCCO FINISH 5/a'° THICK REBAR w/30" MIN, LAP SPLICE NAL GRADE (2500 PSI) CONC. FOUNDATION (SEE SHEET -Al FOR SIZES AND SPECIFICATIONS) SCALE: 1/2" = 1'-0" SIMPSON HTSM16 COMMON PRE-ENGINEERED ROOF TRUSS (ONLY) (MISALIGNMENT OF GIRDER TRUSS CONNECTOR TO BE APPROVED BY ENGINEER) (4) Y4" x 2-Y4" TITEN MASONRY SCREWS SPACED EVENLY CAD LEAST 1-Y" FROM TOP, AND INTO TOP CORD. (8) 10d X 3" NAILS DRAFTING SERVICES JOAN JAFFE, LLC PHONE: (772) 237-7942 � a N o QW � z P1 W A A A 0 W 0 � W 0 f~ K O A 5 �Q 0 A o g 00 z®� F-� [0[� C-' U I.� W A 00 wAOm�, „ � W O 0 h+l w rN lul M 0 d� 0 V1 0 0 U 0 U �n PAI WELCI-I INC. MECH-ELEC-CIVIL ENG 1984 SW EILTMORE ST. 0114 PORT ST LUCJEFL 34954 PAVE WELCH,, P.E. FLA REG. No. 29945 AK 08NO ` Date: - SCALE: AS NOTED JOB No: 516-0829 AOF SEM 7 OF File cony ■ (2) #5 IN FULLY GROUTED CELLS ADJACENT TO GARAGE DOOR OPENING AS SHOWN 2x6 P.T. (SYP) WOOD JAMB FASTENED w/ %"x3-Y2" (S.S. 304) HILTI KWIK BOLT 3 EXPANSION ANCHOR (OR EQUAL) w/ 2" SQUARE WASHER SPACED @16" O.C. MAX. STEEL TRACK BRACKETS TO BE FASTENED TO WOOD 2x6 BUCK w/ PER GARAGE DOOR MANUFACTURER'S SPECIFICATIONS (OR AS NOTED BELOW) OH D TRAC BRACKETS TO P.T. BUCK_ 7' HIGH DOOR: (7) �X6" x 1-%7 LONG CORROSION RESISTANT HEX HEAD LAG SCREWS SPACED PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. STUCCO CEMENT FINISH CMU WATER RESISTANT COATING ;Li (SEE WATERPROOFING NOTE #1) a a. ;; CORROSION RESISTANT FLASHING ° 0 PER WATERPROOFING NOTE #2 ° I APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) NOTE: WINDOW FRAME SHOULD BE COMPLETLY SEATED ON THE BUCK. IN NO INSTANCE SHALL THE FRAME OVERHANG THE BUCK mo NOTE: GLASS BLOCK BUCK SIMILAR CONTINUOUS FOAM INTERIOR AIR AND WATER SEALANT PER WATERPROOFING NOTE #6 MARBLE SILL MORTAR OR GROUT Y2" DRYWALL SCALE: N.T.S. FILLED CELL Ai JAMB BLOCK (TYP) 1x3 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS SEE WATER PROOFING NOTE #6 P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY PER BUCK ATTACHMENT NOTE. ANCHOR WINDOW FRAME TO MASONRY IN STRICT ACCORDANCE WITHMANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. FASTENERS AS REQUIRED BY WINDOW MANUFACTURER CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 CAULK SEAM AT WINDOW INSTALLATION (SEE WATERPROOFING NOTE #5) CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) SET SILL IN FULL MORTAR BED STUCCO OR DECORATIVE CEMENTITIOUS COATING 8" C.M.U. 'Y4" FURRING TO MASONRY WALL PRECAST CONCRETE WIND RESISTANT FLUSH SILL AS MANUFACTURERD BY CAST-CRETE (OR EQUAL) STUCCO CEMENT FINISH CMU WATER RESISTANT COATING (SEE WATERPROOFING NOTE #1) CORROSION RESISTANT FLASHIN PER WATERPROOFING NOTE #2 APPLY PERIMETER SEALANT CAULK BETWEEN BUCK & WINDOW FRAME (SEE WATERPROOFING NOTE #5) liF FILLED CELL AT JAMB BLOCK (TYP) a .a r ° v 40 ° lx3 P.T. WOOD FIRRING ALL (3) SIDES o CONTINUOUS WOOD TRIM P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING NOTE #4 AND ANCHORED TO MASONRY PER BUCK ATTACHMENT NOTE. SEE WATERPROOFING NOTE #6 ANCHOR DOOR JAMB HEADER TO MASONRY IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. ;i• STUCCO CEMENT FINISH FILLED CELL AT JAMB BLOCK (TYP) :t CMU WATER RESISTANT COATING w (SEE WATERPROOFING NOTE #1) a .°.. a. a 40,4. 10 P.T. WOOD FIRRING ALL (3) SIDES CONTINUOUS WOOD TRIM - P.T. WOOD BUCK WITH SEALANT PER WATERPROOFING APPLY PERIMETER SEALANT CAULK NOTE #4 AND ANCHORED TO MASONRY PER BUCK BETWEEN BUCK & WINDOW FRAME ATTACHMENT NOTE. (SEE WATERPROOFING NOTE #5) \-- SEE WATERPROOFING NOTE #6 CORROSION RESISTANT FLASHING PER WATERPROOFING NOTE #2 ANCHOR DOOR JAMB AND HEADER TO 2x BUCKS IN STRICT ACCORDANCE WITH MANUFACTURE'S PRODUCT APPROVAL INSTALLATION REQUIREMENTS. WATERPROOFING NOTES: 1. PRIOR TO BUCK INSTALLATION TREAT THE MASONRY OPENING WITH A CMU WATER RESISTANT COATING TO SEAL THE WINDOW / DOOR CAVITY TO PREVENT IT FROM ABSORBING WATER. THE CMU WATER RESISTANT COATING SHALL BE APPLIED IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS. THE APPLICATION OF THE CMU WATER RESITANT COATING SHALL INCLUDE THE ENTIRE SURROUND OF THE OPENING (SILLS, JAMBS, HEAD) AND RETURN WALLS OF THE OPENING 8" MINIMUM EACH DIRECTION. ALL CMU WATER RESISTANT COATINGS SHALL BE INSTALLED PRIOR TO BUCK INSTALLATIONS. 2. INSTALL BUCKS SO THAT THERE ARE NO EDGE GAPS EXCEEDING 1/8" BETWEEN BUCK AND MASONRY. 3. PRIOR TO BUCK INSTALLATION APPLY 3/8" NOMINAL DIAMETER BEAD OF SEALANT BETWEEN THE BUCK AND THE MASONRY TO PREVENT THE PASSAGE OF LIQUID BEHIND THE BUCK. COMPLETELY SEAL THE ENTIRE END OF THE WOOD BUCKS 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 WITH A LIQUID APPLIED WATER RESISTIVE COATING / SEALANT. 4. PROVIDE PAN FLASHING AT SILL OF WINDOW AND DOOR OPENINGS. PAN FLASHING SHALL BE 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 HEAD AND SILL AS WELL. PAN FLASHING SHALL BE CORROSION RESISTANT (OPTIONAL NOT REQUIRED IF ITEM #1-3 INSTALLED). 5. PROVIDE CONTINUOUS 3/8" BEAD OF SEALANT ON WINDOW / DOOR FRAMES AT ALL PERIMETER ON FRONT AND BACK SURFACE PRIOR TO WINDOW / DOOR INSTALLATION. 6. AFTER WINDOW/ DOOR INSTALLATION PROVIDE FOAM SEALANT BETWEEN THE BUCK (OR PRECAST SILL) AND THE WINDOW / DOOR TO ENSURE A WATER RESISTANT INTERIOR AIR SEAL AROUND THE ENTIRE PERIMETER. N OTE: WINDOW AND DOOR FENESTRATIONS SHALL BE IN ACCORDANCE WITH FMMA / AMA 200-9. CONTRACTOR SHALL SUBMIT FMMA / AMA 200-9 STANDARDS WITH PERMIT SUBMITTAL. BUCKS: • FOR WINDOWS, SGD, AND SWING DOORS USE 2X4, 2X6, 2X8, 1X6, 1X8, DOUBLE 1X6, OR DOUBLE 1X8 IS ACCEPTABLE. • ALL BUCKS MUST BE PRESSURE TREATED. • ALL BUCKS MUST COVER ENTIRE DEPTH OF THE DOOR/WINDOW JAMB. BUSK ATTACHMENT: • FOR 1 X BUCKS ATTACH TO CMU WALL WITH: 1 1/2" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. OR 3/16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. • FOR 2 X BUCKS ATTACH TO CMIJ WALL WITH: 2 1/4" LONG CASE HARDENED COIL N,,ILS AT 4" FROM ENDS AND 12" O.C., OR 3/16" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR 1/4" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. • FOR DOUBLE 1 X BUCKS ATTACH FIRST LOURS TO CMU WALL WITH: 1 1/2" LONG CASE HARDENED COIL NU','LS AT 4" FROM ENDS AND 12" O.C. OR 3R16" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. 1/4" X 1 1/2" TAPCONS AT 4" FROM ENDS AND 12" O.C. ATTACH SECOND COURS TO CMU WALL THRU FIRST COURSE WITH: 2 1/4" LONG CASE HARDENED COIL NAILS AT 4" FROM ENDS AND 12" O.C. OR 3/16" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. OR _ 1/4" X 2 1/4" TAPCONS AT 4" FROM ENDS AND 12" O.C. fA ij� - DRAFTING SERVICES SOAK JAEFE. EEC PHONE: (772) 237-7942 www.�rnanevrewnemwwwa.con+ ti W N 00 O A ti a y kn Q z 0 z OW V1 Q 5 A z 0 � U h"I 00 U�C) W V)N aU U in 0,10 I� ITT v1 z W 0 z U U PAUL WELCH INC. MECH-ELEC-CIVIL ENG 1984 SW SILT ORE ST. "114. PORT ST LUCIE, FL 34984 PAUL WELCH, P.E. PEA REp. No. 29945 2017 Date: SCALE: N.T.S. JOB No: 516-0829 A6 SHEET 8 OF 15 -LING APPLIED WOOD DVE MOLDING " GYPSUM WALL BOARD 1EATHING PAINTED FINISH SINGLE COURSE OF 8" BOND BEAM BLOCK (CEMEX/RINKER # T81 OR EQ.) ALONG TOP** #5 VERTICAL BARS WALL REINFORCING ABOVE WALL OPENINGS SHALL BE REINFORCED WITH (1) #5 BARS CONTINUOUS IN 3-Yz" (18 GA) METAL STUD PROVIDED WITH A STD. ACI HOOK TIED EACH BLOCK (35OS162-43) WITH 3-Y2" TO LINTEL REINFORCING STEEL (TYPICAL) kA (20 GA) TRACK TOP & BOTTOM i� 8'-1" TYPICAL WALL HEIGHT (350T137-33) 4° LINTEL TYPE Yz" GYPSUM WALLBOARD 6'-8" WINDOW HEADER HEIGHTFT m 8F16-1B/1T 0 SECTION° A- ° PRECAST CONCRETE LINTEL 8„ (MIN.)s ' BEARING (SEE SCHEDULE FOR DESIGNATION 1 e AND REBAR REQUIREMENTS) SET PRE —CAST CONCRETE WINDOW SILL (SEE Yz WOOD COVE MOLDING REBAR PLACED IN LINTEL MUST BE DETAIL 3, SHEET—A6) OR POUR IN PLACE 4,. .,' CONTINUOUS —NO SPLICING ALLOWED CONC. SILL W/ (2) #4 BARS EXTENDED 6" (MIN.) INTO EACH SIDE JAMB BLOCKBEFORE GROUTING WALL CAVITIES (OR DRILL AND BASE BOARD TRIM BELOW 12A SET WITH 5" EPDXY EMBEDMENT) r -I T 11 8" CMU BLOCK WALL- REINFORCED AS NOTED ON THE PLANS AND INDICATED IN DETAILS (ALL VERTICAL BARS SHALL BE �� �I i "�� ����. �� HOOKED INTO TOP BOND BEAM BLOCK) FREE STANDING COLUMN DETAIL SECTION A -A (NON-STRUCTURAL) SCALE: 3" = V-0" 2x4 BLOCKING ®4' 0. a 2x4 STUD PARTITION BASE BOARD MOLDING _OOR SLAB 3-N' (18 GA) METAL STUD (35OS162-43) WITH 3-Yz" (20 GA) TRACK TOP & BOTTOM (350T137-33) Y2" GYPSUM WALLBOARD Y2" WOOD COVE MOLDING BASE BOARD TRIM BELOW JOINED COLUMN DETAIL -SECTION___-- (NON-STRUCTURAL) SCALE: 3" = 1 "-0" _ _ _ IL T SCALE: AS NOTED 2 COURSES OF 8" BOND BEAM BLOC" (CEMEX/RINKER TYPE T81 OR EQ.) H (1)#5 BAR CONTINUOUS EACH COURT ALONG TOP OF WALL, FILLED SOLID GROUT HORIZONTAL BOND BEAM BARS WITH STD: 90' ACI HOOK (10" MINIMUM) (TYPICAL) 1 COURSE OF 8" BOND BEAM BLOCK (1)-#5 BAR CONTINUOUS FILLED SOL WITH GROUT ELEVATION VIEW —#5 REBAR WITH STD. 90' HOOK —.- ----- AT TOP GROUTED SOLID STEPPEDT ILA \�CMU WALL DETAIL a F A SCALE: 2"=1'-0" :I. 4 (1) #5 VERTICAL BARS -TYPICAL AT ALL WALL u TYPICAL #5 VERTICAL OPENINGS LESS THAN 8'-0" WIDE WALL REINFORCING 0 48 ALL OPENINGS 8'-0" WIDE AND LARGER SHALL HAVE O.C, AND AS INDICATED (1) #5 BAR IN 2 ADJACENT BLOCK CELLS GROUTED ON THE PLANS SOLID (SEE PLANS FOR LOCATIONS) **PROVIDE (2)-ROWS OF BOND BEAM FOR WALLS WITH HEIGHT OVER 8'-1". E-MENT PLACEMENT AT WINDOW OPENINGS -TRUSS GRD (2"u(BRIr) " JIMPSON" .HTS20 WITH (20)- 10d NAILS( r'(P. OF 3) 2X4 WOOD'TOP PLATE (3). 2X4 WOOD STUDS TaAILED T'i,` CIsE`I'I1ER WITH I0d NAILS AT 8" Oa:. BOTH WAYS " SINIPSON" SPIN WITH (10)- 1Ud X I kA" EACH STUD (TYP OF 3) pl'. 2XeI WOOD BOTTOM PI',.ATE 5/8" X G" MIN. EMBED ANCHORBOLT EACH SIDE ,CM4CRETE FOUNDATION PER PLAN SCALE: 1/2" = V-0" 311 (8)- TIQI.ES 1'OI? 5/8 X 5" TITEN HD A1`dCHOR,i _—(3 f- HOLES FOR 518 TI: ,TJ BOLTS / 1d'TH1<l(}(�KSI)5CF_ELFAI3PICA.TE17E3."tluFY,. ALL WELOED TOGETHER Vt }BILLET WELD % GON'FIN IJOUS ALL, AROUND ,I A. Al w., '_�o1J p g tt4nA W� , (g►ooPbl.l GONG, 4qu WALL uSS �}! Temp%.[; . . FcnTIN(y F�DwtbN Goo 7go4S'To yQALc �f P7,NELI A9 HANGER AT TRIJSS`� G , _ GRr - NOTE: TIANGER SHOWN IS 1'OR TRUSd (iRH, H,4Nl'iER PQR TR'[1S5 (9RC IS R.EVT;RSED. A ATTACH 11AIa(3ER TO CMIJ WALL WITI4 (8)- 5/9"X 5" TITEI4 HI) ANCHORS 06— ATTACH TRUSS'TO I-IAN ER WITH (3) - 518" THRU BOLTS "T112" X 2" X 1/8"WASHERS OPPOS _ .--'" � SIDE OP TRUSS APT .. AT TRUSS GR 141) G .,m,..�.,.�o,..�-.,..._... uds... 6'9 DF_AllrINO SERVICES JOAN IAFFE, EEC PHONE: (772) 237-7942 m N O A A u W U 0 0 z F-I m W A � I Q 5 A c z� ul O W U A� M—I ti .. Cc\ z0Ll W W �NW U � o W w � O 0110 PAUL WELCH INC. MECH-ELEC-CIVIL ENO 1984 SW EILTMORE ST. #114 PORT ST LUCM. FL 34984 PAUL WELCH. P.E. FLA REO. No. 29945 r— D,te: SCALE: AS NOTED JOB No: 516-0829 A7 SHEET 6 OF 15 ' copy ■ v PLYWOOD SHEATHING NAILING SCHEDULE i OC: T;ON NAIL SIZE,/TYPE EDGE FIELD NOTES SPACING SPACING ------ ------------.....----------------- -------- — — --- ------- ------- - ------------------------------ ---- WALL 7 S'rIEATHING 01 ALL 61-COMMON 6 C.C. &" 0.C. ,15/32 N SM1'ALL ZONES I l_J j 8d Ring Shank 4" O.C. 4" O.C. I (CVERH,ANGS) ROOFL j-._....- ............... ..�. --- ---- _ _........ ---- --- -....._..._...___.._..........._........._ .._..— SHEATHING 1 (: 9/„2" i OI C1J 8d Ring Shank 4" O.C. 6" O.C. `l Sd Ring Shank g" 0.", 6" O.C. ------------. _... 8d ............... - ......... ----------- - ---------- ------------- ----- RING. SHANK NAILS SHALL HAVE ........ -............... ,...._...... .............. ....._-----...... THE- FOLLOWING MINIMI,+M DIMENSIONS: 1. 0113-INCH NOMINAL SHANK DI,AME-I 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 10 20 (RINGS PER INCHES 4. 0.280 INCH FULI- ROUND HEAD DIAMETER 5. 2-INCH NAIL LENGTH ROOF SHEATHING NAILING ZONES SHALL DE CONSIS-TENT Wil.H ZONES D'LPICTED IN FIGURE RK3.2.3.1 OF THE. 2014 FBC RESIDENTIAL CODE. EDGF e � .o . Sq ®R ------------------------ AN \ , \Dz Za, !RID V_ 0 J 0o1.1 Z GNBIi. RIDGIE ROOF SHEATHING NAILING ZONE DIAGRAM INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 8'-1" ABOVE FINISHED FLOOR INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 10"-0" ABOVE FINISHED FLOOR C CEI G AT C INq AT I I- If --- ----------- ij�- DRAFTING SERVICES LOAN JAFFE. 1_.-C PHONE: 1772) 237-7142 �T z N O - Q a a z 0 m z 3 d u w z W a a a U w 0 I� Z U 0 Q H w w N Q a z U 00 a� zoo QNw W w�W a a U�'a M 0 M0 � d z U PAUL WELCH INC. MECH-ElEGCIVII. ENG 191S4 SW BIL.TMORE ST. #114 PORT ST I.UCM. FL 34984 PAUL WELCH, P-E. FLn RFC:, Nu. 29945 : OCT 20tb n I SCALE: 1/4' = 1'-0" JOB No: 516-0829 A 8 SHEEP 10 OF 15 Elite Copy RtJ ,S TO WAI L ,ON ND-' ! oF, :,-iMtJ,...Y PROVIDE SIMPSON CONNECTOR . , "STRONG -TIE" TRUSS TO alALL. 41.,fiOP �:2AP " • tD R -STRAP FROM TIiS O.. TABLE F:�R .AC- VJCC"1 EAi,iNG PO' FOR '.,.. TRUSS,, BEARING POINT AND EACH GIRDER TRUSS ADEQUATE TO RESIST UPLIF REAC'T'ION FOP.CE AS. S'ECIF€_D _= ON !HE APPROVED PRE . ,.. rt>, RiCA!cD WOOD :RUES SHUP DRAWINGS Sc 'TRUSS G BEARIIV. I TRUSS ACTUAL. '" CONNECTOR CONNECTOR ID UPLIFT A (ENERS S P..Ata,tr;K S ID POINT UP; DESIGN A 2ND 404 HU28 575 (6)-1/4" x 2 3/4" TITEN AND (4)-10dxl 1/2" G5 1ST, 2ND I 1264 (I)-HETA20 1810 (8)-16d 3RD (4)-3/8" x 4°° TITEN HD AND PROVIDE ix8 SOLID BLOCKING GRA ! 2ND 813 LGUM26... 2 ' 1430 (4}-1/4" x 2 1/2 BIDS SCREWS EACH SIDE OF '[MUSS A! HANGER LOCATION (1)-MGT 3965 (22)-10d & (1)-5/8" A,B. _— 2 ; i) GRB j IST 2562 GRC IST 1913 (2)-HFTA 2500 (---------- — -- —_ --- - - -- ------- ------- .-- GRB & GRC 2ND 4783 FAB. HANGER 5000 SEE DETAIL SEE DETAIL "HANGER AT TRUSS GRB & GRC", SHEET--A7 -.. _ ... .. GRD I IST . _.._.............._* ...._........ .:..: 1373.._ - - -� -- .... - (I)HETA2a — --- - —........._. 1810 .........�. ........._...._.— (8)-16d _.......... -- - — ....__._...._........._....... ..._._....._._. — ...... .._................ _ . ..................._.._..................--......_.......-----------..._..-----------..... --------._.. _•_..... -_. �...:. GR➢ .. - 2ND ._...._._....._ . ................. I 3888 (3}•-HTS20 j 4350 (20)-10d EACH SEE "DETAIL AT TRUSS GRD 2N➢ BRG", SHEET-A7 ...._...._._._.------- —----_.___..__..._.-._..i.............___-.__................—?..___.._._.._._._.—........._.................._....__.::_._.........._--....._------_---_----- GRE IST & 2ND 1559 .__.._...._--....... (I)-IIETA20 1810 ...........-......... _..—.....-.---.._..--_._—......__.___...............__._—_._.......__.._._........._.__..—.._...._...................._.__....,,,,..._....._._...._._....___.................__..__............. (8)-16d --......... _...... ,........... _...... - ............ ----_... _..---.--............... _........................;............. ...,...._._......... _...._---------- _........._... -- GRF' 2ND .............__._......_.................._........_............I..._.......... 481 HUB............_ 575yv._.__.. _'?.-1./4" x 2 3/4" TITEN AND (4}-10dx1 ---__._......._.._........_.._._._...._.._-....__...._............_........_._.._...._....--�---......................._..._._ 1./2„ _...,___.__ ...-........ .....__............ _-...._...................... GRL _._...._..-.......-...__.........__ IST & 2ND ................._........... _. 3717 (I.)-MGT -- 3965 - ------- (22)-10d & ---.------------_-..._......----------....-.............-----....------....------.--------------------------- (1)-5/B" A.B. -----------............. l ... _......_..... _.__....... __............ ._........._..---------- _.__... ... I _'•.....__...__..................._..............._...._:...-- -- ------------------...._; , (4)-1/4" x 2 3/4" TITEN H➢ AND 3A3 AND JA5 { r 2ND j 61 HU26 290 --------------------..... (2)-10d x _._..._--------------------...-----------------------------------...__..._ 1 1/2°' ....................................-------...- _. ---------------------------........._._.----------- ;. X.IF 2ND ..................... 55 --- ...................._ HUC26 SKEWED. 290 (4)-1./4' x 2 3/4' TITEN AND (2)1.0dx1 1./2" 45➢E4> .................................... _..----......._.._........--------------------------------- ---------- ---..__------------------- ..._.----------------------------------------- -_-----.......------------....--------._..-----------..----------..... _ ----- .._.......:.. _. _ { }-MTS16 1000 (14) - lad x 1 1/2" � 1 VALLEYS i I CONT. iaa # FLF t—1 STRAP AT EACH END AND AT 24" O.C. ALL OTHERS LESSi EACH <1450 (1)-META12 1450 (7) - lOd x 1 1/2" AT CBS BEARING THAN 1450# il) VALLEY TRUSSES MAY BE ATTACKED WITH SIMPSON VTCR w/(4) ... #9 SDx2 1/2" TO SUPPORTING TRUSS AND (3)-.#9 S➢xI 1/2 TO VALLEY TRUSS IN LIEU OF MTS16 AS STATED, VTRC SHALL BE INSTALLED AT EACH END AND 24" O.C, `2� USE SIMPSON EPDXY STRONGTIE SYSTEM WITH .12" MIN, EMBEDMENT (1)-FGTR WITH (18)--SDS 1/4" x 3" & (2) 1/2" x 5" TITEN HD MAY BE USED IN LIEU OF CONNECTOR AS SPECIFIED TRUSS COMPANY: CHAMBERS LAYOUT DATE: 09/22/16 CUT ... SHEET DATE: 09/23/16 10J x 1 1/2" = SIMPSON'S SUPPLIED EQUIVALENT NAIL (*) SINGLE PLY TRUSS (**) DOUBLE PLY TRUSS FOR COMMON 10 PENNY WEIGHT NAIL SDS = SIMPSON'S STRONG -DRIVE 1/4' DIA. WOOD SCREW (OR EQUAL) NOTE: 1. DESIGN UP'_IFT REACTIONS HAVE BEEN DETERMINED AND PROVIDED BY THE TRUSS MANUFACTURER'S SHOP DRAWINGS (CHAMBERS; JOB NO 73795, LAYOUT DATE: 09/22/2016; CUT -SHEET DATE: 09/23/20'6) AND REVIEWED BY THIS STRU(=TUR.AL ENGINEER FOR DETERMINATION OF THE TRUSS CONNECTCR TYPE AND ALLOWABLE LOADS NOTED IN THE TRUSS TO WALL CONNECTOR SCHEDULE. 2. LATERAL SHEAR FORCES (F1) AND TRANSVERSE LOADS (=2j ON TRUSS CONNECTORS HAVE BEEN EVALUATED N ACCORDANCE WITH THE 2014 FBC-RESIDENTIAL CODE 3, ALL TRUSS TO PERIMETER 8" CMU WALL CONNECTORS SHAL,- BE META 12, UNLESS DES-:GNAIED,OTHERWISE ON Tf_ ROOF FRAMING PLAN 4. MINIMUM 4" EMBEDMENT WITH MINIMUM EDGE DISTANCE OF 2." REQUIRED FOR META S-RAPS CAST- N-PLACE. 5. TRUSS ANCHOR -META 16 STRAP SHALL BE PROVIDED WI HH FTSS" MOISTURE BARRIER SEAT. 6. ANCHORS, HANGERS, AND TIE STRAPS AS SHOWN IN THE ABOVE SCHEDUI-E ARE IDENTFIED ON THE ROOF FRAMING PLANK. SUBSTITUTION OF APPROVED EQUAL OR BETTER ANCHORS, HANGERS AND TIE STRAPS FOR THE SPECIFIED ALLOWABLE LATERAL & UPLIFT LOADS ARE ACCEPTABLE. 7. THE SIMPSON STRONG -TIE CONNECTOR ALLOWABLE LOAD VA•:_UES SHOWN N _HE ABOVE SCHEDULE AR. THE C-2013 PUBLISHED VALUES BASED ON WOOD TRUSSES FAIHRiCATED USING SOUTHERN YELLOW PINE AND INCLUDE AN APPLIED 1/3 STRES5E 'INCREASE FOR WIND LOAD DURATION ONLY, IN ACCORDANCE WITH NDS ALLOWABLE STRESS DESIGN PERMITTED FOR WOOD OR FASTENERS IN WOOD. 8. PROVIDE SUITABLE 'RE-FORMED OR LIQUID APPLIED MOISTURRE BARRIER BETWEEN BOTTOM CHORD OF ROOF TRUSS AND TOP OF MASONRY WAILS, WHEN BARRIER IS NOT PROVIDED WITH TRUSS CONNECTOR. 9. SIMPSON STRONG TIE ANCHORS AND STRAPS PRODUCTS SHALL BE HOT DIPPED (H-D.) ZINC-GALVAN ZED PER ASTM A123 TO G90 AS MEASURED BY ASTM A653, OR BETTER. 10. ALL CARBON STEEL ANCHOR BOLTS, FASTENERS, AND NAILS, UNLESS OTHERWISE SPECIFIED, SHALL BE HOT DIPPED ZINC -GALVANIZED IN ACCORDANCE WITH ASTM A153 STANDARDS. 11. ANCHOR BOLTS (A.B.) SHALL CONSIST OF "J" BOLTS WITH MIN. EMBEDMENT OF •0" CAST -IN -PLACE A- TIME OF WALL GROU-ING WORK. SETTING ACHOR BOLTS AFTER WALL CONSTRUCTION SHALL CONSIST OF Ate_ THREADED ROD (A'R) LDRIL-ED AND ANCHORED WITH HILTI'HiT RE-500 INJECTION EDOXY SYSTEM (OR &MPSON EPDXY -TIE (ET') EPDXY ADHESIVE) IN STRICT ACCORDANCE WITH MANUFACTURER'S WRITTEN 'LSTAI.'_ATION INSTRUC-IONS. MINIMUM EMBEDMENT DEPTHS SHALT_ BE AS FOLLOWS: ANCHOR DIA, DRILL HOLE DIA. (MAX.) EMBEDMENT DEPTH MIN.) 5�8' 1 1 12" 3 „ 1 „ 12„ %„ 1, 12" 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, 4. TRUSS TO TRUSS CONNECTIONS TO BE PROVIDED BY TRUSS COMPANY. 5. SEE TRUSS CONNECTOR SCHEDULE FOR TRUSS TO WALL CONNECTIONS. ij� - DRAFTING SERVICES JOAN JAFFF, LLC 72) rvCr.NEix rv,IAI"" 1114 w li,1 1 C J a ac ti 3 ., N Q r m w A z z a w z a a a Q w 0 zu a 0 Q H 6 z 0 U W~ I"II 0 V1 z�m �I QNw W �Nw 0 rT1 0 0 0 rx H '0'^^ VI c PAUL WET -CH INC. MECM-FEFC-CTVTL ENG 984 5W BII.TMORE ST. 01 14 PORT ST LUCIE, FL 34984 PAUL WELCH. P.E. }+I_A REO- No, 29941 SCALE: 1/4" = L-0" JOB No: 516-0829 A9 mm 11 OF 15 ,to 2 py ■ WP /GF L A'N`)SCAPE. SUB OU T ELEC METER M Cx� ? A MINIMUM OF' '75% OF THE LAMPS IN PERMANcNTL'v INSTALL: LIGHTING FIXTURES SHALL BE HIGH-EFFACY _AMPS OR A MINIMUM OF 75% OF THE PERMANENTLY INSTA_-:D LIGHTING FIXTURES SriALL CONTAIN ONLY HIGH-EFFACY LAMPS. (LOW VOLTAGE LIGHTING SHALL, NOT BE REQUIRED TO BE H GH--EFFACY LAMPS). 2. RECESSED (LIGHTING SHALL. BE SEALED TO LIMIT AIR LEAKAGE BETWEEN CONDITIONED AND CJNCONDITIONED SPACES. 3. PROVIDE BRANCH CIRCUIT ARC FAUi_T PROTECTION FOR ALL CIRCUITS SERVING: FAMILY ROOMS, DINING ROOMS LIVING ROOMS, PARLORS, ILBRAR ES, DENS, BEDROOMS, SJNROOMS, RECREATION ROOMS, CLOSETS, HALLWAYS, OR SIMILAR ROOMS PER FBA; AND NEC REQUIREMENTS. 4, PROVIDE GROUND --FAULT CIRCUIT INTERRUPTER PROTECTION FOR ALL. 125-VOLTS, SING_.= PHASE 15 AND 20 AMP CIRCUITS SERVING: BATHROOMS, GARAGES, KITCHENS, ACCESORY BUILDINGS, OUTDOORS, OR WITHIN 72" OF EDGE.. OF ANY SINK, 5. CARBON MONOXIDEDETECTORS TO Br INST:ALL.E.1) ` I !N 1:0 O A':.... BEDROOMS. 6EXHAUST FANS TO BE VENTI:.D THR: ROOF OR `O E IT 7. PROVIDE TAMPER RESISTANT RECEPTICLES PER NEr REQUIREMENTS. ----------------- I II I I I I I I I I I INSTALLED INSIDE � I GOFFE? WALL (1.4(AltON BY BUILDER) '-- --- \ wV -- \ Tura F w%LIGH T I AHU HW OF! i \P, I ---- _-----------i- - , 1 I ELEC PANEL L� JI V n n ------------------------------------------------ WP I , I , ---- 1.-\ ----------------- "\ -- F i 7 (3) #3/0 'THHN----------- CU SERVICE-- CABLE WITH (1) #4 GROUND 200 AMP PANEL MAIN BREAKER 40 C'RC IT N. ...... 2 POLE, 1 PHASE t'X(E.NLED SERVICE ON_Y) 0 ■ #4 STRANDED COPPER ---- GROUND TO 5f8"x2C'-0" ■EMBEDDED IN 'OUNDA-11ON J'OR NE',EQUAL) ELECTRIC LOAD CALVS PER NEC 2-18 i 5c ¢t. r. 3VA (GENERAL LIGHTING) TING) 8,349 VA -GARBAGE DISPOSAL __.................. ............. ................. .._... god .. ....... REFRIGERATOR 1,200 MICROWAVE- 1_.500_ DISHWA IH- R ,800 �— RANGE/OVEN 6,000 DRYER WASHER ..--.............._..._...._......._....._.........................._.._._........_.._.................. „200 _ - -.---.--- -- ...................... WA ER HFATIER 5,000 .................................................... OI, 'OOP IU�P ,50o ------ .. _ .. ...........-- OPT. POOL HEATER e,OU 0 - op,r, WELL PUMP -1....... - 2,000 OPT, IRRIGATION SUMP — 2,000 �— MI SG, 10,000 _ TOTAL 52,449 VA --------- -------------- ------------- ----- -................ .-------------- -------- - - - - ..._.._..-- --------- t IRST 10 KW 0100% 10 000 f---- ---- ------_.__- _.. ------ -- _ _._.._ .-.•.. __.... .. REMAINDER @40% 16,979.6 4-------- ......... .._...-......... ...,_...................................... _....._........._.............. TOTAL. 26,979.6 ---.-- .. .------------ ---.- A/C HEAT @ 1007 10,000 - TO TA,LT 36,979.E 'dA - ----- - ---- - --- ----- -- 0'TAL/2 OV 154 AMP. USE 200 AMP SERVII0E PANEL IMM SWI-Ci-1 DIRECT WIRE F9 LIGHT" FIXTURE i 3-WAY SVviTC'w a Ti1ERMOSYAT (D CEILING MOUNTED 4-WAY SW r ,H t4 PHONE FH LIGHT T1 swi C ( wfPULI VJIT:;H CT DIMMER SW17 cl-i $n TV JACK 120V OUTLET 4 SMOKE DETECTOR C:D> I RECESSED SIGHT C> HALF -HOT OUTLET ( j CARBON MONOXIDE : RECESSED 'IGHf I DETECTOR VAPOR PROOF 220V OUTLET (4) EXHAUST FAN x 50 .Fh FLOOD LIGHT CK_I GFI OUTLET (p ! PUSH BUTTON C7 WP OF OUTLET p� DOOR CHIAES E� 1 CEILING P1 I ALARM PAD �� i FAN withx LIGHT QUAD OUTLET ,��pp �p PANEL. E� I A/C DISCONNECT METER GARAGE DOOR =-� T F!.UOR SC,E�INT i � I CEILING �'nuJ LICHT € FAN x BOX � SPEAKERGARBAGE UISP. � LIGTi f FIXTURE )E I FANCTIdN O MOUNTEDJUNCTION WALL BOX (3) #3/0 THHN...__.__\ "U SERVICE. CABT.E. � WIT (1) #4 GROUND 2" RGS OR — MC CONDUIT Al/3 #3/0 :H N Cu OR EMAIN AMP 'ANEL MAIN BREAKER R � METER 40 CIRCUIT L ` 2 WIRE., 1 PrIASi:: ....._ w ���.��// (M N RATING- S Wlkt IN tF RPuPTING) WEATHER HEAD - 2 RCS OR---, M( ( NDCJ WA,3) #3/0 lHHN CU OR ,EQUAL 2" RGS OR cCH. 80 PVC CONDUIT 20'J AM DISC. (%) #4/0 IHHPY ;; iREd'IftD t-OR OR EQUAL SERVICE _X I_NCED SERVICE DE CL 2M NED By CNL YJ POWER COMPANY CU WIRE BOND TO COLD WAWER UNDREGROUND SERVICE PIPE. FROM FPL CU WI''- BOND----' I TC ,.OLJ WATER PIP. OVERI-i't""AD SEi,RVICE, FROM FPL 2 " RGS SERVICE ERMINED By POWER COMPANY (W/(344/0 THF-IN CU OR EQUAL) METER (MIN RAT!Nry0,000 A/C IN'TL .UP ING) - #4 STRANDED COPPER ---GROUND I0 5/8"x20 0" RE.BAR EMBEDDED IN r OLNPATzON (OR NEC LG'.,A'I.) \\ n , -/S i f, , I, � � , - n , - NDt t�UN E_� 1F�It,�,L R S=R _ !, S \ D. 120/240 V. 1 PHASE, :i WIRE SERVICE NO SCl,LE ,"C,, 2- l J, 1 PHASE, 3 VIBESERVICE NO SCALE ILL E IEF �L--_ELE TRICA �.-. CODE.. REQUIREMENTS TS,. :ry 1. THE` „H tiNG AND RECEPTACLE LOCATION PLAN DRAWING IS D.AGRAtviMAT!C AN, I5 NOT 1INTENDED TO SHOW EVERY MINOR DETAIL. OF CC)N'S' RUCTION. -THE ELECTRICAL CON TRAC TOR IS _XPECTED -TO FURNISH AND INSTALL A L NECESSARY W:RJE, CON,DIJI T, r ONNe CC"ORS, SWITCHES, RECI FS, G':SrCNN'EC SWITCHES, NE CIRCUIT BREAKERS, E_ECTRICAI_ FIXTURES AND EQJ PIAENT, ETC.. A,S RFQUIR- D FOR A COMPLETE ANT:, ® FUNCTIONAL ELECTRICAL SY IEM, AS HEREIN NOTED AND INDICATED ON THIS PLAN. 2. ALL £LEE;TRICAL INS [ALLA,IE�UI'J WORK, MATERIALS, AND EQUIPMENT SHALL BE FURNISHED AND INSTALLED IN F •C,I)k.:ANCc: U'r1H fHENFt-'A 1'], 7d11 NA -ZONAL ELECTRICAL CODE REQUIREMENTS FOR ONE -AND TWO-=AMILY DWELLINGS, AND ALL. A' PI- .AR' ,_ LOCAL C0CF5 AND ORDINANCES, AS, MAY BE REQUIRED BY CITY OF POR T ST' LUC,IE I UlLDING DEPARTMENT, GFI ■ - _ \/ ,T S:. 3. ALL WORK SHALL BE COORDINATED WILT -I OTHER TRADES. ELECTRICAL CONTRACTOR SHALL '✓Lh?i='Y EXACT" ::tCr [ION AND PROVIDE ROUGH --INS FOR m AU EQUIPMENT FURNISHED BY OTHERS. A,: It. A!_... EQUIPMENT rJP,S BEEN INSTALLED, TFIF F t%CIRICAI.: CONTRACTOR SHALL MAR:_ ALL FINAL-- sqq CFbt CONNECTIONS AND PROVIDE ALL NECESSARY WIRE CONDUIF, CONNECTORS, SWITCHES, RECEPTACLES, DISCONNECT SWITCH'=S, ETC. THAT ARE w{LIGHT REQUIRED TO MAKE FINAL- CONNECTIONS. � 4. ELECTRICAL. CONTRACTOR MUST VERIFY ELECTRICAL REQUIREMENTS FOR A:_I_ FIXED KITCHEN APPIUANCr.S, MAKE- CONNECTIONS AS REQUIRED. ATTACHMENT CORDS REQUIRED FOR APPLIANCES SHALL BE FURNISHED AND INSTALLED BY 'THE ELECTRICAL CONIRACTOR. ----------------- I — I VERIFY - r r S .. rFIXTURES', -, - � -r rrHOMEOWNER 5. JENIFY EXACT LOCA TJN OF NEW LIGHTING hEC:EPTACLE�, AND ..WI':.,HES WITH ■ EXCEPTION DEDICATED C T TO REFRIGERATOR AND FRE:.ZTR (AS REQUIRED BY APPLIANCE MFG.), 6. 'MfiM EXC'Fr '"ION G FIXED APPLIANCE, AND ELECTRICAL iKCJ n • L AI CE) AND '3AfHR00MS S L A<6 tiONVEN:ENE D T LEX OUTLET It_CE: TACLEa U, P,TED TN THE K.I:�HEIv NITHIN 6 T. RU'v T::E Si"JK (UR GdF !E2 �OJRI N WI 6 FT. P_ ,_ ,_ .. ,IT ., r I` MUST BE AN UL LISTED (UL 943) GROUND -FAULT CIRFCU-INTERKUr EER RECEP'TAC-- CI) PER NFPA 10, 201 NE.C.. Az"'"I.CLE 210.8(;a). .r `. 1 r �< F t AR I �" A J: Cie 20 AMP BRANCH 120 7. EX6;I..UD,NG THE KITCHEN AND BATHROOMS, IN ACCORDANCE:. WITH "vrTPA.._rL, �d l •.,E.,,., A,. .IEEE 1.>0.12(E?), .l,J, 1a 7 ` \` .. _ . ,.. .....T. CIRCUIT SERVING RECEF'TA(_E UU'ELL:� FOR BEDROOMS, DINNING ROOM, DEN, CLOSETS, AND HALLWAYS: SHALL BE PRCT-CfED BY A UL LISTED {UL 1 f399) ARC -FAULT CIRCUIT- IN TERRUi''IER COMBINATION -TYPE (AFCI). - 8. EXOIE .UDING CLOSETS, CRAWL SPACES, AND :LOCATIONS WHERE OUTLET RECEPTACLE :S NOT ACCESSIBLE (EXAMPLF:UPPER CABINET FIXED MIOROWA,VE APPLIANCE), ALL 125V, 15 AMP OR 2.0 AMP OUTLET RECEPTACLES MUST BE TAMPER RESISTANT IN ACCORDANCE WITH NF A-70, 2011 NEC, ARTICLE 406.11. 9. INSTALL ALL DUPLEX RECEPTACLE OUTLETS AT 16" AFF (EXCEPT KITCHEN) AND BATI-dROOMS) AND, SPACE RECEPTACLES AS INDICATE-D ON THIS PLAN AND AS REQUIRED TO MEET CO$PLIANCE WITH NFPA 70- 201 1 N'_E.0 , ARTICLE 210.52, 10. ALL "EXTERIOR WATER PROOF RECEPTACLE, MUST BE GROUND FAUL+ INTERRUPTER (GFI), AND PROVIDED WITH A WEATHER RESISTANT COVER ■ ■ ® PLATE., 11. ALL 210/208 VAC CONDUCTORS SHALL BE RUN IN CONDUIT. 12. SMOKE DETECTORS MUST BE UL LISTED, Ul 2' 7, AND INSTALLED AND WIRED TO COMPLY WITH NFPA 72. SMOKE DETECTORS SHALL BE NTE,RCONNECTED SO THAT ONE SMOKE D ETE ET OR ACT,VA TES ALL SMOK€. DETECTORS IN THE RESIDENCE, CTF!C'AL. CONTRACTOR MUST VERIFY THAT THE r'K'STING fiOU .- 'ROIJPNDNG ELECTRODE SYSTEM, CrNS',ST OF ALLAVAI:..A,BI..F.. GR')i1NC.Ni C,C}�JD'j --ORS BONDED TOGETHER IN ACCORDANCE WITH N.E. . A.RTIC':..- 250.50 (NFPA 70' DRAFTING SERVICES JOAN JAITE. LLC. ww 111HONF (772) 7- vc a N C u Q >' W A q r W A z z z 3 x z i u q d A W U LL z 0 zE a Oz �n H W d A 0 z P� v i ZOO zo wow >0 H U V) 1, F u W� 0 yv� W h�l r� Vl z P AUL WELCH INC. M84 SW BI EC -CIVIL ENG 1984 LT'MO2E $3 T T 94 FORT ST LLICIE. P.E.FLA PAOL WL-ECM. .EFLA RED:, No, 29945 I Date:{i, s,l' SCALE: /4' = 1'-11 T013 No: 516 0829 1 SHEET 12 OF 15 C`®�y ■ • • x4-5 ■ 8 CFM ■ Sx -4 29 CFM ■ — — — — — — — — — — — — — — — - I I I I ■ ■ I 191FM1 1/C91CM ■ ■ I I I I I I I ■ ■ I L--- ---------J ■ ■ ■ ■ :■ ■ ■ ■ ■ 1----------------------------------------------- ■ ra 12"0 8x4-4 2x8-7 3 CFM 170 CFM L ■ — — — — — — — — — — — — — — —I ■ I I I I I I J I I — —' ---- -- to 12x12 I I I ■ I I li 14xl4 I I 12"0 14X 4 14x141 9 0E-T7 ■ w " 1Ox10-7 ■ L_---------------- 10 0- ii 132CFM 0 8x4-4 ■ ff 12x8-7 12x8-7 i 16 16 44 CFM 99 CFM 99 CFM ii �9 0 I I -` 12xl2 ------ r ■ 8� FM 2 CFM i ; ---i - L O ■ °r.,. _ 18.. ■ i --- - 12x8-7 or, 173 CFM - " 30x2O R/A 140 II _ 0 II a -- -- --- - ---_ 10x6-6 ■ 90 CFM 6 MMLHEJ--- II �— — — — — — — --— — — — — — — — — — — — — — — J——JL--- —� ----------------- 10' ■ 12"0 8x4-4 8 CFM I --------- I I I — — 10xl O-7 ■ III I AHU: :1CFM &"0 III I I o I III ° ■ ■ R A I � � 12x12 r 8x4-4 U ------- 44 CFM ■ I I I I I I I I I I ■ I I lOx6-6 I I I 137 CFM I I I L_J I II i ■ I ■ 12x -7 I L — — — — — — — — — — — — — - 06 CFM ---- ------ -- ■ ■ ■ ■ ■ ■ ■ ■ ■ ■ \ / ---------------NK ---------------ml --------------- IF m DRAFTING SERVICES IOAN JA ,EEC PHONE: (772) 239-0942 ,y 0000 N O W q 0. A z � o � W x z a q q U W z o z 0 o > A W W W cC W F 4 A r rn 0 o z® r^Ou l U H v1I1 z 0 ANw U W N H �-� A ou� U o Qy �m� C��O U W � I� 0 x z 0 M'y SCALE: 1/4" = P-O" JOB No: 516-0829 Ml SHM 19 OF 15 e cor n CODES AND ANDARD'S: 1. ALL CONSTRUCTION MUST CONFORM TO 2014 FLORIDA BUILDING CODES RESIDENTIAL, AND CONFORMANCE WITH APPLICABLE REFERENCED INDUSTRY STANDARDS LISTED THEREIN, AND AS SPECIFIED IN THESE PLANS. APPLICABLE CODE PRESCRIBED DESIGN PARAMETERS LOCATION UNIFORM '_IVE LOAD (MIN.) ROOF TRUSS FRAMING: SEE PRE-ENGINEERED ROOF TRUSS SPECIFICATIONS MAIN FLOOR: 40 PSF (FBC-R TABLE R301.5) INTERIOR PARTITIONS: 5 PSF (FBC-R4403.7.7) NOTE: ASCE/SEI 7-10 (SECTION 2.4.1) ALLOWABLE STRESS DESIGN LOAD COMBINATIONS APPLY WITH LIMITED LIVE LOAD REDUCTION EXCEPT FOR MASONRY STRUCTURAL ELEMENTS & ROOF. ALLOWABLE DEFLECTIONS (FBC-'R, TABLE R301.7) ROOF TRUSS FRAMING: SEE PRE-ENGINEERED ROOF TRUS SPECEFICA'ONS EXTERIOR WALi-L: H/180 (LL) INTERIOR PARTION WAIJ_S: H/'80 (LL) CEILINGS I_/360 (G_) AE, OWABLE SOIL BEARING CAPACI-Y 1. PRESUMPTIVE SOIL BEARING PRESSURE: 2000 PS' 2. ASSUMED AT REST S01'_ PRESSURE: 60 PSF/FT (ASSUMING SM-SP) TOM OWNER/CON I RAC -TOR NO1 ES: 1, ANY DISCREPANCIES ON THE DRAWINGS SHALL BE 3ROUGHT TO THE ATTENTION OF TH€ ENGINEER BEFORE COMMENCING WORK. 2. THE DESIGN, ADEQUACY, AND SAFETY OF ERECTION, BRACING, SHORING, TEMPORARY SUPPORTS, ETC., IS THE SOLE RESPONSIBILITY OF THE HOMEOWNER/CONTRACTOR(S). 3. THE HOM EOWNER/CONTRACTOR IS SOLELY RESPONSIBLE FOR INITIATING, NA!NTANING, AND SUPERVISING A_L SAFETY PRECAUTIONS AND PROGRAMS IN CONNECTION WITH THE WORK. THE ENGINEER IS NO- RESPONSIBLE FOR THE MEANS AND METHODS OF CONSTRUCTION OR FOR RELATED SAFETY PRECAUTIONS AND I'ROVIS''ONS. 1IYSHLJTiIONS: -WENT - I ! M1 AND/OR vF I H' IM1G E AR -NE ., 0 1. IHE HOM _OWNER/CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE ALL. MANDA fORY INS�_CTIONS REQUIRED BY T E BU LD D / OTHER LOCAL GOVERNING .AGENCIES ARE MET. SUE3(:RADE PREPARVION: 1, THE AREA WITHIN THE LIMITS OF THE FOUNDATO\ SHALL HAVE ALL VEGETATION, TOP SOIL AND FOREIGN MATERIAL REMOVED. 2, CLEAN FILL SAND AND OR GRAVEL FILL, FREE OF VEGETATION AND FOREIGN MATERIAL, MUST BE PLACED TO DESIGN SUBGRADE LEVEL AND COMPACTED TO ASSURE UNIFORM SUPPORT OF THE FLOOR SLAB. 3. SUBGRADE COMPACTION SHALL BE ACHIEVED BY MEANS AND METHODS DETERMINED BY HE RESPONSIBLE CONTRACTOR, SOIL DENSITY TES-ING BY NDFPENDENT SOILS TESTING FIRM SHALL BE REQUIRED TO INSURE PRESCRIBED SOIL DENSITIES ARE 4. PRO^OPEC NEW MASONRY ACHIEVED. W UNDISTURBED EXISTING SOIL. AFTER FOOTING EXCAVATION, AND FORMING, CONTRACTOR HALL FOOTINGS SHALT_ BE PLACE CV U D SHALL RFCOMPACT SUBGRADE SOILS USING SU'TABLE VIBRATORY MECHANCA_ COMPACTOR" THE UPPER 16 INCHES C- 501_S UNDERLAYING RLAr,NG - HE WALL FOOTINGS SUBGRADE SHOJLD HAVE A MINIMUM DENSITY OF 95% OF THE MAXIMUM DRY UNLIT DENSITY AS CETERMIN-D BY MODIFIED PROCTOR METHOD FOR PER D- 557. iN-PLAC_: SOIL DENSITY TESTS SHOULD BE PERFORMED IN ACCORDANCE WITH ASTM D-2922, AT A FREQUENCY THE RMI TINE SOILS E ASTM 1 - P CONCRETE. T ACING ..OHCRET_. DETERMINED BY THE SOIL TECHNICIAN TO VERIFY UNIFORMITY 0:" THE UNDERLING SC!L DENSITY, PRIOR TO L % 5. SUBBASE COMPACTION FOR THE FLOOR SLAB ELL MATERIAL SHALL BE UNIFCRMI_Y COMPACTED �IO A MIN'�MUM DEM1STY EQUAL TO 95 OF THE MAXIMUM c _ 5 - WIN I ._TM D i.b7. - ACCORDANCE W1 P - M 'iIIOG IV F -,F ! I AS DETERMINED 8Y MOD IFIED PROCTOR L. DRY UNIT DENSITY OF THE SOIL FILL 5. PLACEMENT OF CONCRETE SHALL NOT COMMENCE UNTIL SUBGRADE PREPARAT ON REQUIREMENTS AS SPECIE!. ED IN THESE NOTES HAVE BEEN MET, .1 - F QUA, PROVIDER IN PROVIDE UNDER SLAB TERMITE TREATMENT, AND CERTIFICATION C= TERMITE PRO�CCTION OIL 'RE.A M_M1T IS OBTAINED A Q ACCORDANCE WITH PROVISIONS OF THE FBC-RESIDENTIAL, SECTION R318. T WTH LAPPED F MILS INSTALLED 7. CONCRETE SLABS ON GRADE SHAL_ BE PLACED OVER A PC_YETFYLENE VAPOR BARRIER NTH A MINIMUM THICKNESS 0 6 JOINTS NOT LESS THAN 6 INCHES AND CON TINUCJS'_Y TAPPED WITH HIGH DENSITY POLYETHYLENE ADHESIVE TAP. " �: RE WORK: ORK: 1. ALL CONCRETE WORK SHALL COMPLY WITH THE REQUIREMENTS OF THE ACI BUILDING CODE (ACI 318/ 2011 EDITION), AND AS HEREIN SPECIFIED. CONCRETE MATERIALS 1. THE MINIMUM ULTIMATE COMPRESSIVE STRENGTH (AT 28 DAYS) OF CONCRETE REQU RE__G 10 CONSTRUCT THE MASTER BEDROOM ADDITION FOUNDATION AND FLOOR SLAB SHALL MEET THE FOLLOWING REQUIREMENTS: A. WALL FOOTINGS: 2500 PSI B. SLAB -ON -GRADE: 2500 PSI - C. GARAGE FLOOR SLAB: 2500 PSI 2. ALL CONCRETE SHALL BE PREPARED BY A READY -MIX PLANT :N CONFORMANCL 'WITH ASTM C-94. A. SLUMPS SHALL BE 3" MINIMUM AND 5" MAXIMUM (THAT IS 4" +/- 1") B. ALL CONCRETE STALL HAVE +/- 1.5 PERCENT AIR ENTRAINMENT AS (MEASURED BY ASTM C-260; EXCEPT GARAGE FLOOR SLAB IS REQUIRED TO HAVE 3% MIN. AIR ENTRAINMENT WITH STEEL TROWEL FINISH, PER FBC-R, TABLE R402.2. C. MAXIMUM WATER/CEMENT RATIO = 0.50 3, AD_ CEMENT SHALL CONFORM TO ASTM C-150, TYPE I/II. c' E C. IN ACCORDANCE WITH ASTM C33 FREE OF FOREIGN MATERIALS. FINE AGGREGATE SHALL CONSIST OF NA.'' D 4. AGGREGATES _HALL B_ GRADED _ rT c, 71D AND COARSE AGGREGATE SHALL CONSIST OF CRUSHED STONE, CRUSHED GRAVE-_ OR GRAVEL, SIZE 67 (./ IN. MAXIMUM). 5. ADMIXTURES FOR CONCRETE (OPTIONAL): A. AIR -ENTRAINING: ASTM C260. B. CHEMICAL ADMIXTURES: OPTIONAL, ASTM C494. . 1. RETARDING: TYPE B, OR 2. WATER REDUCING AND RETARDING: TYPE D. C. ADMIXTURES IF USED ON THIS PROJECT SHALL NOT CONTAIN ANY CI LORIDE IONS OF ANY ANY KIND. CONCRETE PLACEMENT 1. ON SITE HANDLING AND PLACEMENT OF CONCRETE SHALL CONFORM TO APP_ICABLE CHAPTERS OF ACI 304 STANDARDS, AND .ACI 304.2 =0R PUMPING OPERATIONS AND AS HEREIN SPECIFIED. 2. MINIMUM CONCRETE COVER FOR REINFORCING STEEL SHALL BE AS SHOWN ON THE DEINLS. CLEAR COVER SHALL BE MEASURED TO 01 EDGE OF TIE STEEL BARS. WHERE CONCRETE COVER IS NOT SHOWN IN THESE DRAWINGS, MINIMUM f:EAR COVER SHALL AS FOLLOWS: BOTTOM TOP SIDES FOOTINGS: 3" 3" 3" BEAMS: 1 1/2" 1 1/2" 1 1/2" 3. PLACE ITEMS CONSTRUCTED OF DISSIMILAR METALS TO AVOID PHYSICAL CONTACT WITH REINFORCING, SECURE ITEM AND REINFORCING TO ENSURE THEY WILL NOT SHIFT AND COME INTO CONTACT DURING POURING. CONTACT BETWE-N RE.NIFORC!NG AND OTHER METAL, OTHER THAN BARE, COATED, OR PLATED CARBON STEEL NOT PERMITTED. 4. ALL FLOOR SLAB PATCH WORK SHALL BE POURED CONTINUOUSLY WITHOUT ANY COLD vOINTS OR CONSTRUCTION „DINTS. CONSTRUCTION JOIN-S 1. EXPANSION JCINTS MAY BE REQUIRED TO ISOLATE BUILDING FLOOR SLAB ALONG EXTERIOR WALL PERIMETER. EXPANSION JOINT SHAL CONSIS:OF -ELL DEPTH PRE -FORMED ASPHALT SATURATED FIBERBOARD, 1/2" THICK, COMPLYING W'"H ASTM D-1751, TYPE 1. OR EQUAL. 2, CONTRACTION CONTRO!_ JOINTS SHALL BE INSTALLED WITH 1/2" DEEP TOOLING OR SAW CUTTING METHODS, WHIN 24 HOURS'07 THE CONCRETE PCJR, IN _CCATIONS AS DEEMED NECESSARY BY CONCRETE FINISHING FOREMAN. SLABS SHAL_ HAVE CONTROL AND OR CONSTRUCTION JOINTS NOT TO EXCEED ''5 FEET ON -CENTER EACH WAY. 3, ALL CONS -RUCTION JOINTS BETWEEN TWO DIFFERENT CONCRETE POURS SNALI_ BE KEYED WITH A BLRK= <E"ED KOLD JOINT, OR EQJA­ ,J CONCRETE FINISHING 1. CONCRETE SLAB TOLERANCE: 1/8 INCH IN TEN FEET AND 3/16" IOTAI, 2. INTERIOR SLABS SHALL RECEIVE 3 STEEL TROWELINGS. EXTERIOR S'_A9S AND WALKS SHALL RECE VE 1 TRCW'EI_ING AND LIGHT BROOM FINISH ANC(?OR SCL T S 1. UNLESS NOTED ON THE PLAN DETAI-S, MACHINE BOLTS SHOWN ON THE PLANS SHAG'_ BE STAINLESS STEEL AISI TYPE 304 (OR BETTER). MEE-1NG MECHANICAL REQCIREMENTS OF ASTM F 593, 2. ALL NUTS SHALL BE STAINLESS STEEL ASTM F 594, "HEAVY HEX," AND WASHERS SHALL BE STAINLESS STEEL, DIMENSIONED PER ANSI 818.22.1 3. ALL NUTS, WASHERS AND MISCELLANEOUS IRON AND STEEL_ HARDWARE NOT SPECIFICALLY SPECIFIED, SHALL BE HOT DIPPED GALVANIZED IN ACCORDANCE WITH ASTM A153. 4. ALL ANCHOR BOLTS DESIGNATED AS "J" BOLT, CAST IN MASONRYBOND REAM BLOCK SHALL HE 1/2 '.NCH DIA X 14 INCHES (10" ON. EMBEDMENT) CONFORMING TO ASTM A-36 OR ASTM A-307 GRADE_ C STEEL AND SHALL. BE HO_ DIP?BO GALVANIZED IN ACCORDANCE WITH A153. EACH ANCHOR BOLT SHALL BE PROVIDED WITH 2 INCH SQUARE PLATE 'WASHER. 5. EXPANSION ANCHOR BOLTS SHALL BE ITW RAMSET/RED HEAD "TRUBOLT" WEDGE ANOF`-OR CONSISTING OF S-AINLESS STEEL, A.I.S,:. TYPE 304 WITH 304 S.S. HEX NUT AND WASHERS AS MANUFACTURED BY THE ITW BUNEEX COMPANY, OR BETTER. 6. MATERIAL REQUIREMENTS FOR SIMPSON STRONG TIE CONNECTORS, METAL ANCHORS, HII AND TIE STRAPS, SHALL BE AS SPFCIFIFD IN THE NOTES UNDER THE CONNECTION SCHEDULE. MASONl`','1' WO K: ALIT MASONRY BLOCK WORK ON THIS PROJECT SHALI CONFORM TO THE FI ORIDA Bt11L DING CODE -RESIDENTIAL, SEC -ION R606, APPLICABLE PROVISIONS OF ACI 530-2011. AND IHE FOLLOWING SPECIFICATIONS. SFOULD CON=LIC1 BFIWEFN THFSF THREE PROVISIONS BE IDFNTIF:ED DURING THE COURSE OF THE PROJECT WORK, THE MOST SFROI INTERPRETATION SHAL_ PREVAIL., MA ERIALS: 1. CONCRETE 'BLOCK UNITS SHALL MEET ASTM C-90 WITH REGULAR WEIGHI AGGREGATE, IF AT PROVIDE A NE'- AREA COMPRESSIVE STRENGTH OF 2000 PSI. 2, MORTAR FOR UNIT MASONRY SHALL MEET AS-M C-270 DESIGNATION, TYPE ":V" OR 'IS" WELCH WHEN MIXED WITH THE PROPER RATIO OF SAND WILL PROVIDE AN AVERAGE COMPRESSIVE STRENGTH OF MASONRY UNIT NO LESS THAN ',500 PSI AT 28 DAYS 3. GROG- FOR CMU FILL CELLS MAY BE PREPARED AND DELIVERED BY A READY MIX PLANT W ACCORDANCE WITH ASTM C94. 4, CMU GROUT MIX PREPARED BY A READY MIX PLANT SHALL BE PROPORTIONED IN ACCORDANCE WITH ASTM C476 TO ACHIEVE A MINIMUM COMPRESSIVE STRENGTH OF 3,000 PSI AT 28 DAYS, GROUT MJX SHALT. CONSIST OF: A. TYPE 1/II PORTLAND CEMENT PER ASTM C 150 B. FINE AGGREGATE CONSISTING OF NATURAL SAND OR LIMESTONE SCREENINGS GRADED PER ASTM C 33 C. WATER CEMENT RATIO S=IALL BE BETWEEN 0.57 10 0.65 MAX. D. MAXIMUM SLUMP OF 10" 1-/- 1", E. OPTIONAL. WATER REDUCER/RETARDING ADMIX iIURE PER ASTM C 494, IYP`_ D F. MAXIMUM TIME OF PLACEMENT BEGINNING AT BATCH TIME STALL BE 'LIMITED TO 90 MINUTES. NO EXCEPTION. 5. PRECAST CONCRETE LINTELS SHALT. BE MANUI ACIORED BY "CAST- CRETE" USA, INC. LINTELS SHALL BE SIZED AND REINFORCED AS SHOWN IN THE LINTEL SCHEDULE. BOTTOM SIELL PLACEMENT IN LINTEL CORE SHALL BE SET ON WIRE CHAIR TO PROVIDE 3/4" CLEARANCE. 6. REINFORCEMENT AND ANCHORAGE T F PROJECTSPECIFICATIONS AND A DE AL .. A. REINFORCING STEEL BARS SHALL BE AS SPECIFIED IN THE REINFORCING STEEL SPECIFICATIONS OF THESE PROJCC S C ON THE APPROVED CONSTRUCTION PLANS. B. ONLY WHERE SHOWN IN DETAILS ON THESE DRAWINGG, AND AS DETERMINED REQUIRED BY THE MASONRY CONTRACTOR: HORIZONTAL JOINT REINFORCEMENT SHALL CONFORM TO ASTM A951, CONSISTING OF STANDARD 2 WIRE LADDER TYPE WITH CROSS 71ES NO GREATER THAN 16" O.C. AND FABRICATED FROM 9 GAUGE (W1.7) WIRE CONFORMING TO ASTM A82, THAT IS HOT DIP GALVANIZED AFTER FABRICATION IN ACCORDANCE WITH ASTM A'53 CLASS 32. C. ONLY WHERE SHOWN IN DETAILS ON THESE DRAWINGS, AND AS DETERMINED RFQUIRED 9Y THEMASONRY CONTRACTOR: CORNER JOINTS AND TEE INTERSECTIONS SHALL BF REINFORCED WITH PREFABRICATED LADDER TEFS AND CORNERS OR APPROVED -_CUAL. D. WHEN APPLIED, HORIZONTAL JOINT REINFORCEMENT SHALL BE PI ACED NO GREATER THAN 24" ON CENTER E. WALL. TIES: CORRUGATED FORMED SHEET MIL AL, 12 GAUGE THICK, ADJUSIAB1_E, HOT DIP GALVANIZED 10 ASIM A123, B2 FINISH. PLACEMENT: ALL CMU SHALT. BE LAID. IN A FULI BED OF MORTAR IN RUNNING BOND PATTERN, UNLLSS INDICATED OTHERWISE ON THE ARCHITECTURAL_/STRUCTURAL DRAWINGS. P EXCEEDS 5 FEEL. - s" F ' I IMF R " FILLED CELLS WHEN THE GROUT OUR 2. PROVIDE CLAN -OUl HOLE.. NO LESS THAN _ X3' SQUARE AI BASE 0 A, L. �_ C LLD -Y - IH- APPROVED VIBRATORY L'JIPTMENI. 3. PLACED-MENT OF GROUT MOST BE PLACED WI TL IFIL USL 01 A VIBRA OI. WI IH "PENCIL" TYPE HEAD, OR 0 ER A PROV_L VIBRA U ^ - v 4. LOCATION AND DIMENSIONS 1= MASONRY WALL OPENINGS FOR WINDOWS, DOORS, MECHANICAL OPENING, AND ANY OTHER OPENING OR MASONRY FEA :ORE 1 ARE TO BE COORDINATED BY THE CONTRACTOR WIT(- APPROVED SUBMITTALS I OR TILE DOORS, WINDOWS, AND OTHER OPENINGS AS APPLICABLE. 5. REFER TO FOUNDATION PLAN, FLOOR PLAN, AND CONSTRUCTION DETAILS FOR LINTEL REQJIREMEN-S AND ADDTIONA!_ CMU REINFORCING INFORMATION. REIN FORCIIN(P S T EEL: MATERIALS _ _ A F � r F 15 GRADE 60. L SHAH =1 T � U TO ASIT+A D....IGNA 'ION A 6 1. ALL REINFORCING S1LF. I S EFL, CONF')RM d.L BE MANLIFAC TU RED FROM HIGH F. .ILL_ 2. WELDED WIRE MESH (W,W.M.) I.OR REINFORCING SLAB ON GRADE SHALL CONSIST Of 6X6--W1 4 X VL L (MINIMUM), CONFORMING TO ASTM A 185. MESH - T' - P -- -'1 - SHALL BE F!_ACED WITH A MIN. 6" OVERLAP AND WIRE LIED Al 48" ON CLV TuT. MESH SHALL BL LO"A FEU IN HE MIDDLE 10 UPPER ONt 11 JRD OF TI-k SLAB AND SUPPORTED ON CLINGS SPACED NOT TO EXCEED 3 FEET ON -CENTER EACH WAY IN ACCORDANCE WITH FBC-R 2014 REINFORCING BAR SPLICES LAHS & HOOKS ' REINFORCING STEEL LAPS FOR CONTINUOUS BARS IN SLAB ON-GRADFOOTINGS SHALL BE A MINIMUM 30 BAR DIAMETERS UNLESS OTHERWISE NOTED ON DRAWING DETAILS. 2. REINFORCING STEEL SPLICE AND LAPS USED FOR MASONRY WALL_ BOND BEAMS SHAL BE A MINIMUM OF 36 INCHES Z. RE'AFORCING STEEL SPLICES ARE NOT ALLOWED IN LINTEL BEAM. RENFORCING BARS MUST BE CONTINUOUS. 4. VERTICAL REINFORCING. SITE€L BAR DEVELOPMENT LAP SPLICE FOR MASONRY ILLED CE'�LSSHALL PE.. AS DETAILED ON THE PLANS. WHERE DETAL IS NOT PROVIDED, SPLICE LAP SHALL BE A MINIMUM OF 48 BAR DIAMETERS AS FOLLOWS: - #4 BAR: 24" LAP #5 BAR: 30" LAP #6 BAR: 36" LAP 5. AT CORNERS OF CONTINUOUS WALI. FOOTINGS, PROVIDE MATCHING HORIZONTAL BARS X L"-O" BENT BAR FOR EACH BRNR SCHEDULE') AT EACH FACF- N e 1- - TNT R A TA AR H- 6. AT CORNERS OF MASONRY WALL 'BOND REAMS, PROVIDE WATCHING HORIZGNIAL HARP WITH 30" X SO" BE BAR FOR EACH HOCfi�N L B SCHEDULED Al EACH FACE, 7. ALL HOOKS SHOWN IN REINFORCEMENT SHALL BE ACI STANDARD RECOMMENDED HOOKS PER AC 530 SECTION 7.1. UNLESS SPECIFICALLY OWN IN DETAIL ON THESE DRAWINGS ALL_ TOP SLEET._ Al DISCONTINUOUS ENDS SHALL BE HOOKER. CLEARANCES MINIMUM COVERAGE OF REINFORCING STEEL SHAL BE AS SHOWN ON THE CONSTRUCTION DETAILS AND/ORAS NOTED IN THESE SPECIFICATIONS, AND AS DETERMINED IN THE FIELD BY THE INSPECTOR. PLACEMENT 1. ALL REINFORCING, ANCHOR BOLTS AND OTHER INSERTS SHALL BE SECURED IN PLACE PRIOR TO PLACING CONCRETE OR MASONRY GROUT. o'. 1 P I 1 F T Y FF UI'.DING DEPARTMENT, OR HE ENGINEER, PRIOR 0 F STEEL E F' AND APPROVED, B T_ B , 2. � ._ACEMENT 0 AEI_ S EF. INSPECTED, A , REINFORCEMENT SHALL RE , PLACEMENT OF CONCRETE OR MASONRY WALL GROUT. WOOD CONSTRUCTION: I. DIMENSIONAL FRAMING LUMBER SHALL BE GRADED IN ACCORDAN.CF WIT`•, GRADING AND DRESSING RJLES IDENTIFIED By LUMBER GRADE MARK BY GRADING AGENCY APPROVED FOR COMPLIANCE WITH DOC PS20, AS RFQUIRED BY FBC-RFSIDFN AI , SECTION R602.1.1. CONSISTENT WITH DFSON VALUES AS PUBLISHED IN THE 2005 NOS BY THE AF&PA. 2. LUMBER SPECIES AS A MINIMUM SHAL. MEE:I THE FOLLOWING MINIMUM GRADES, UNL-SS SPECIFICALLY NOTED OTHERWISE. OTHER SPECIES AND GRADES ARE ACCEPTABLE WHEY, B01H MODULUS OF ELASTICITY AND I'HE DESIGN FIBER STRESS IN BENDING MEET OR EXCEED THE LUMBER GRADES NOTED BELOW, MAXIMUM MOISTURE CONTENT OF LUMBER SUPPLIED TO THE SITE SHOULD NOT =XCEED 16%. b - I O, 3 PSI, E _ '40. MEMBER GRA _ 111; - � 1 - N 1 2X ROOF TRUSS BRACING/FRAMING: SY:. N0, 3, DOUGLAS FIR _ARCH NC 2; HEMLOCK FIR 0. ( _ MIN. & E= 1,500000 PSI) 2X4 & 2X6 STUDS AND TOP PLATES: NO. 2 S-P-F, OR BETTER BLOCKING & ALL MISC. LUMBER: STUD GRADE S-P-F, OR BETTER (Fb min.=550 PSI, Ft min.-1325 PSI, & E=:1,200,000 PSI) ALL HEADER MATERIAL: NO. 2 STRUCT S-P-F, OR RFTTER SILL PLATES_ 1. ALL LUMBER USED FOR FOUNDATION SOLE P-ATES AND AND LUMBER PLACED IN CONTACT WITH CONCRETE, MASONRY OR STUCCO, SHALL BE PRESSURE TREATED (P.T.) SOUTHERN YEL;_OW PINE STRUCTURAL GRADE NO.2, OR BETTER. 2. PRESSURE TREATMENT (P.T.) SHALL. CONFORM TO AWPA STANDARDS AND MEET ONE OF THE FOLLOWING USE CATEGORIES: A. MICRONIZED COPPER QUATERNARY (MCQ): ANDA UC2 STANDARD; MINIMUM RETENTION = 0.25 PCF. B. DISODIUM OCTABORATE TETRA HYDRATE (DOT): AWPA UC2 STANDARD: MINIMUM RETENTION = SEX 0.28 PCF (NOTE SHOULD ALKALINE COPPER QUATERNARY (ACQ) PRESSURE-RFATMENT COMPOUND BE USED, METAL_ CONNECTORS MUST BE GALVANIZED TO CI ASS G-185 COATING PER ASI"M A6bJ SHEATHING 1. SHEATHING REQUIREMENTS POR THE ROOF CONSTRUCTION SHALL CONSIST OF PI YWOCD (ORIENTED STRAND BOARD (OSB)IS NOT A, LOWED). THE MINIMUM REQUIREMENTS FOR THE SHEATHING SHALL. CONSIST OF: A. 19/32" THICK (MIN.) PANEL INDEX 40120. RATED C-D STRUCTURAI I, EXPOSURE 1, WITH EXTERIOR GRADE GLUE. 2. PLYWOOD PANEL RATING SHALL COMPLY WI"'iH DOC VOLUNTARY PRODUCT STANDARDS" PS 1-07, WITH BOND. AND GRADE CLASSIFICATION AS LISTED HEREIN ABOVE. FASTENERS 1. MINIMUM R:_OUIREMEN IS FOR NAILING 1rIE WOOD FRAMED MEMBERS SPA__ MEET NUMBER AND FAS-L\ = SIZE AND TYPE AS LISTED N IHE NAILING SCHEDULE FBC-BUILDING TABLE 2304.9.1, UNLESS OTHERWISE SPECIFICALLY DE -HALED IN THESE PLAF EREIN NOTED: SEE: PLYWOOD SHEATHING NAILING SCHEDUI E IN THESE CONSTRUCTION PLANS FOR MINIMUM NAILING REGUIREMENTS FOR :EXTERIOR WALL SHEATHING, AND ROOF SHEATLING. 2. INTERIOR NON -LOAD BEARING FRAMED WA:._LS WITH PRESSURE TREATED SILL PLATE OVER CONCRETE FLOOR SHALL B_ SECURED W.-H 1/4"9 TAPCON MASONRY SCREWS X 1 1/2" MINIMUM EMBFDM=NT AT 24" O.C. MAXIMUM, OR SHOT PINS A- 16'' O.C. VAX., PER MANUFACTURER'S RECOMMENDATCVS, SUCH AS YI-_'I _OW VELOCITY POWDER AC-IJA-ED TOOL WITH 0.177" 75 PI\S, OR RAVMSET #3348, SECURING PATE WITH MASONRY NAh..S IS NOT ACCEPTAB,_E. PLACEMENT WALL STUDS SHALL BE P'_ACED NOT MORE THAN 24 INCHES ON CENTER AND A_L CONVENTIONAL FOAMING TO BE CONSTRUCTED TO MEET MINNUM REQUIREMENTS PER C'1APTER 6 OF THE FLORIDA BUILDING CODE-RESC)-NFAL AND AS OTHERWISE DETAILED ON THESE CONSTRICTION P!_ANS, 2. DRILLING AND NO --CLING OF STUDS, WALL PLATES, AND ALL CONVENTONA_ FRA,M.NG LUMBER SHALL CONFORAI TO REQUIREMENTS AS SPECIFIED IN SECTION R602.1.4. 3. UNLESS NOTED 0-'HERWISE (U.N.0) IN CONSTRUCTION DETAILS ON THESE PLANS, CONSTRJCTION OF DOOR HEADERS SHAL_ BE OF THE MINIMUM SIZE AND MAX:MUM SPAN, AS INDICATED HEREIN BELOW, CONSTRUCTED OF LUMBER GRADES AS NOTED HER -IV ABOVE A. NON -LOAD BEARING IN EROR 2X4 WALS (U.O.N. ON PLANS): HEADER SPAN HEADER SIZE S- 4" (1)2X4 -AD FLAT 4'-6" (2)2X4 (_AID FLAT OPTIONAL) 6'-0" (2)2x6 (VERTICAL WITH )'2 F-ECTH PI.A-E SPACER) 4. INTERIOR FRAMED OPENING: DOUBLE STUD (ONE FULL LENG'H SILL" + 1 ONE HEADER S-JD) EACH SIDE OF OPENING 6'-0" WIDI__ OR LESS, UNLESS OTHERWISE DETAILED ON THE PLANS 5. PROVIDE ADEQUA-E BLOCKING FOR ALL FRAMING REQUIRED FOR LIGI-I- TX-URES, ELECTRICAL AND MECHANICi\L EQUIPMENT, ETC. 6. SHOULD GABLE END BRACING HE REQJIRED BY THE PERMITTING BUILDING DEDARTMENT, 2X4 BRACING SHALL BE INSTALLED IN SUBSTANTIAL CONFORMANCE TO FBC-RESIDENTIAL FIGURE R609.4. tYli-. AL. S i UD f� RAPMIINC,: ........._..._...............................__.......------...................---._............._.........._..._..__......... 1. INTERIOR PARTITION WALLS THAT ARE NON -LOAD BEARING NAY BE FRAMED WITH COLD-FORM--2 METAL METAL STLD FRAMING IN STRICT ACCORDANCE WITH INDUS-TRY STANDARDS AS SPECIFIED IN SECTION 2210 OF THE FLORIDA BUILDING CODE, AND AS HEREIN NOTED. 2. INFERIOR NON -BEARING META:. STUD PARTITION WALLS MUST BE ERECTED AND BRACED TO WITHSTAND A JNFORM LATERAL LOAD OF 10 LBS/S.F. WITH MAXIMUM ALLOWABLE- DEFECTION LIMITED 10 !1/36C. WHERE H = HEIGHT CF WALL MEASURED IN INCHES MAXI AUM STUD SPACING SHAL_ BE AS SHOWN ONIHESE PLANS. 3. METAL STUDS SHAI-L BE FABRICATED FROM GALVANIZED STEEL SHEET CONFORMING TO ASTM A 653, ZINC COATED; STRUCTURAL QUALITY GRADE 33, CLASS 1 OR 2. ZINC COATED ACCORDING TO ASTM A525, G60 4. GALVANIZED STEEL. STUDS AND TRACK SHALL BE MANUFACTURED WI-H A MINIMUM FLANGE WIDTH AS SPEC17 _C N THE WALL SECTIONS AND DETAIL NOTES Wi`HIN THESE PLANS; WITH A DESIGN 'UNCOATED MINIMUM THICKNESS O= 0,0474 INCHES (18 GAUGE) FOR NON -BEARING INTERIOR FULL HEIGHT PART'. TON MALLS. S. ALL MI. SCE_LANECLS STEEL SHAPES AND C_IPS SHALL BE THE SAME MATERIAL ANDFINISHUSED -OR FRAVIFG MEMBERS, WITH A MINIMUM YIELD STRENGTH OF 33,000 PSI, OR ASTM. A36 STEEL, HOT -DIP GALVANIZED ACCORD.NG TO ASTM A153 SHAL_ BE USED. 6. Al L MECHANICAL =ASTENERS SHALL B= CORRCSI.ON-RESISTANT COA'EC, SELF-DRI''_I_ING, SEE-THRFADING S-EEL DR',!.I_. SCREWS. 7. SILL TRACKS SHALL BE SECURED WITH SHOT PINS AT 16" O.C. (MAX.) AND STAGGERED, PER MANUFACTURER S RECOMMENDATIONS, SUCH AS HIL-T1 _OW VELOCITY POWDER ACTUATED TOOL WITH 0.27 CAL. DRYWALL TRACK PINS, OR EQUAL. SECURING TRACK PLAT'LS W:"H CORROSION RES!STAN TAPCON r - - GENERA; WILL E Al THE IJISCR;-'ION r : -HE ^ SERF LLB C �ENLRAL CONTRACTOR. B. PROVIDE ADEQUA'E BLOCKING -OR BACKING AND. FRAMING REQUIRED °OR TIGHT FIXTURE` ELECTRICA_ AND IIECHANICA'_ EQUIPMENT, ETC, PRE-ENGINEERED 'WOOD ROOF TRUSSES GENERAL REQUIREMENIS PRE- ENGINEERED ROOF TRUSSES SHAL BE DESIGNED BY A PROFESSIONAL SPECIALTY ENGINEER REGISTERED N THE S-ATE OF FLORIDA AND FABRICATED BY A CERTIFIED TRUSS VANUFACTJRER. 2, SIGNED AND SEALED CALCULATIONS AND, SHOP DRAWINGS ARF TO B= SUBMITTED TO THE PROJECT ENGINEER. (AND CONTRACTOR) FOR REVIEW OF DESIGN CONFORMANCE TO THESE CONSTRUCTION SPECIFICATIONS : R T FABRICATION. - 10 0 ABRiCATILN. WHEN REQUIRED, GENEPAL CON Ti�ACTOR SHALL SUBM.T COPIES OF THE CALCULATIONS AND SHOP DRAWINGS TO THE BUILDING DEPARTMEN` AT TIME OF D=RMjT APPLICATION PROCESSING. 3. TRUSS SHOP DRAWINGS SHALL. INCLUDE, BUT NOT LIMITED TO, A_L. SPECIFIED INFORMATION LISTED IN -HE 20'4 FLORIDA BUILDING COD_ -RESIDENTIAL; SECTION R802.1.6, ALONG W `H A TRUSS PLACEMENT PLAN WITH PIECE MARKS, TRUSS CONFI,T.,�RATION WITH MFM=IER SIZES AND CONN:=CTIONS, APPLIED I -DAD DURATION FACTORS,. AND ERECTION DETAILS. u P I a - 4. TRUSSES SHALL B'_ DESIGNED WITH CAPACITY Y '0 SUP ORi DEAL _CADS AND LVE LOAD.. FOR !HIS REGION IJ ACCORDANC' WITH 'HE 2014 FLORIDA O' BUILDING CODE AND REFERENCED STANDARDS THERE FOR WO45T CA_ -CAGINGATTERNS USING TEL'= FOLLOWING MINIMUM CONDITIONS: TOWN OING CCUP A9 E CEII_N LIVE LOAD L'ECD LOAD TOP CHORD: �0 SF 7 PSF PSF i RATING F ^ : THEALLOWABLELOAD AND FCI_LOWING: TOP CHORD: LZ180 (live .+;: dead load) & L/240 (I've 100c Orly) BOTTOM CHORD: L240 (PA + tlad load) & "_360 (live load dny_ FABRICATION AND MATERIALS ' 1 : - TRUSSES SHALL �^ - PRE -FABRICATED METAL PLATE CCNN_C iFD WOOD LI BE E\GINEER�Y4, AND,�FABRL;A TIED IN ACCORDANCE WITH THE NATIONAL- DESIGN. SPECIFICATIONS FOR WOOD CONSTRUCTION AS PUBLISHED BY AF&PA, AND I-E 'NATIONAL DESIGN .SI-ANDARD FOR METAL -PLATE -CONNECTED WOOD TRUSS CONSTRUCTION, ANSI./1PI 1.-2007. 2. WOOD MEMBERS SHALL BE FABRICATED FROM DIMENSION, VISJALLY STRESS RATED (_UMBER, CONSISTING OF SOUTHERN YELLOW PINE (SPIB) KILN DRIED GRADE #2 OR EETTER FOR CHORDS AND GRADE #3 OR BET -TITER FOR WEBS. 3. NAILS AND STAPLES SHALL CONFORM TO REQUIREMENTS OF .ASTM F 1667. 4. CONNECTOR PLAT--S: -. -..- _-QUALITY STEEP_ SHEET. ZINC COATED, COMPLYING WITI- ASTM A 653/A6531b, GRADE 33, G60 COATING DESIGNATION; AT LEAF- ,... (0.91 MM) THICK. INSTALLATION 1.CTI'. CONTRACTOR SHALL BE OL'UNSIBLE FOR HANDING BRACING AND ER ENG E H WOOD BUSSES IN ACCORDANCE WITH "BUILDING COMPONcNT SAFETY INFORMAT':OV" CLDELINES PUBLICATION BCSI 1-03 ESTABLISHEC BYTHE"WOOD TRUSS CO TNCI!_ OF AMEFICA" (WCTA) AND THE "TRUSS PLATE INSTITUTE' (TPI). 2. BRACING REQUIRE[) TO STRENGTHEN TRUSS COMPONENTS SHOULD BF INSTALLED AS NOTED ON THE TRUSS FnBRICA_OR'S ERECHCV DRAWINGS N ACCORDANCE WITH -H- FABRICATORS RECOMMENDATIONS. 3. MINIMUM PERMANENT BRIDGING AND BRACING CRITERIA FOR ROD= TRUSS CONSTRUCTION: A. PERMANENT TRUSS BRACING OR BROGNG MEMBERS SHALL BE 2XL SC'JIHERN PINE (OR EQLAL) WITH 16d RAI NG. B. MINIMUM OF ONE ROW OF DIAGONAL BRACING IS REQUIRED. ONE A' FACT VERTICAL WEB MEMBER CLOSES- TO BEARING ''LOCATIONS. C, BOTTOM CHORD: BRIDGING SHALL CONSIST OF CONTINUOUS 2X4 LA-ERAL BRACING SFACED A- 6'-0" FROM SOUTH 'BEARING WALL WITH CEILING ATTACHED TO THE BOTTOM OF TRUSSES. D. TOP CHORD BRIDGING: BRACING IS NOT REQUIRED, 4. ANCHOR ROOF TRUSSES SECURELY AT ALL BEARING POINTS USING META -HAVING ANCHORS AND FASTENERS AS NOTED AND/OR DETAILED ON THESE PLANS. 5. DO NOT ALTER, CUT, OR REMOVE TRUSS MEMBERS WITHOUT WRITTEN APPROVAL FROM THE TRUSS ENG'AEER. COORDINATE LOCATION OF ELECTRICAL WIRING WITH TRUSS LAYOUT PRIOR TO ERECTION. 5. REMOVE AND REP..ACE WOOD TRUSSES THAT ARE DAMAGED OR DEFICIENT URAFTI,NG S ER V ICES LOAN JAPPE. LL(' PHONE: (77Z) 237g942 N � x x c v 3 F z z x z 7_ J LZ C W W C q u z C F Z ® J id Q H W r C Q 0 r� 2 �L rp~y' l ' V P V Vk a s r 1 A T V 4 z M V1 >C' Una x TO E" Q N, LL 7 LLF--'1 0 L z r� 0 rA u 0 U PACE WF_LC1H INC. MECH-ELEC-CIVIL ENO 1984 SW BIT- "MORE S 1. 41 14 PORT SP LIICITS. FL 349N4 PAUL WELCH, P_E_ FLA REG. Nu. 29945 D.Ste: o SCALE: N. F JOB No: ' G-OYLO SHEET 14 OF 15 CONSTRUCTION File coj)y FRAMING CONNECTORS, EASTEPNER` AND DOLES: — EACH TYPE OF ANCHOR REQUIRED FOR THIS PROJEC1 IS NOTED IN THE CONS -RUCTION DETAILS ON THE PLANS. NOTE: USE ONLY HOT -DIPPED GALVANIZED FASTENERS WITH HOT -DIPPED GALVANIZED PLATE CONNECTORS METAL FRAMING CONNECTORS: 1. ALL. METAL FRAMING CONNECTING HARDWARE, ANCHORS, JOIST HANGERS, `IF STRAPS, ETC., SHA.L. BE MANUFACTURED BY S'IMPSON "STRONG -TIE" OR CODE APPROVED EQUAL, AND AS SPECIFIEO BY THE PRE-ENGINEERED WOOD ROOF TRUSS MANUFCATURER. HARDWARE CONNECTORS SHAD CONFORM TC ONE OF -NE FOLLOWING: A. ASTM A36 CARBON STEEL HOT -DIP GALVANIZED PER ASTM, A123 WITH A MINIMUM COATING EQUAL TO G90 DESIGNATION AS MEASURED BY ASI"M A653. EXCEPT WHEN IN CONTACT WITH "ACQ" PRESSURE TREATED LUMBER, GALVANIZING SHOULD MEET CLASS G-185 COATING, B. STAINLESS STEEL A.I.S.1. TYPE 304 (OR BETTER) PER ASTM A167. NAILS AND SCREWS 1. NON SPECIFIED FAS-'TENERS (NAILS & SCREWS) S'-TALL BE HOT -DIPPED ZINC- GALVANIZED IN ACCORDANCE WITH ASTM A 153 STANDARDS, CLASS C, OR SHALL BE TYPE 304 STAINLESS STEEL, ASTM A-167, MEETING MECHANICAL RCQLREMENTS OF AS-V =593., OR BETTER. MASONRY SCREWS ("TAPCONS") 1. UNLESS OTHERWISE SPECIFIED IN CONSTRUCTION DETAILS SHOWN IN THESE CONSTRICTION PLANS, OR SPECIFIED BY THE WINDOW AND DOOR MANUFACTURER LISTED IN THESE PLANS,-APCON MASONRY SCREWS USED FOR FAS-FNIING WOOD BJCKS TO THE MASONRY WAIL SHAI_ 9E "TAPCON" AS MANUFACTURED BY ITW BUILDEX CONSTRUCTION PRODUCTS. A) ]LANCER SCREWS SHALL HAVE A SLOTTED HEX WASHER HEAD (WI-H 3/8" DIA, MIX. WASHER) B) TAPCON SCREWS USED TO CONNECT 1" NOMINAL P.T. BOARD (SUCK) 10 MASONRY BLOCK HOUSE WALL SHALL BE 1/4"0 X 2 3/4" LONG "JARGON" SCREW WI1H THE FOLLOWING LOAD CAPACITY (OR BETTER): LOAD SPECIFICATIONS 2_-90 HO_LO'N BLOCK (1" EMBEDMENT) MINIMUM ULTIMATE TENSION CAPACITY: 4-72 LBS. MINIMUM WORKING TENSION CAPACITY: 118 LBS. MINIMUM WORKING SHEAR CAPACITY: 161 LBS. C) SCREWS MUST BE CORROSION RESIST"ANT WITH "CLIMASEAL" FINISH MELTING ASTM 8117 'LEST STANDARDS, OR MIAMI DADE COUNTY PROTOCOL TAS-144.E, OR BETTER, D) EQUIVALENT CONCRETE SCREWS MUST HAVE MIAMI-DADE N.O.A. (OR F'_ORIDA PRODUCT APPROVAL NUMBER) THAT MEET OR EXCEED THE REQUIRED LOAD SPECIFICATIONS AS NOTED. E::PDXY ADHESIVE WALL CONEIEt,'lUN AfJ"FiC)RS: _ i. EPDXY ADHESIVE USED FOR ANCHORING REBAR (CR THREADED ROD ANCFCR BOLTS) INTO EXISTING GROUTED MASONRY BLOCK WA__ SHALL BE SPECIALLY FORMULATED FOR ANCHORING REBAR AN-) 1NREADED RODS INTO EXISTING GROUTED MASONRY BASE MATERIAL. 2, EPDXY ADHESIVE SHALL BE SUPPLIED AS A TWO PART 100% SOLIDS, HIGH MODULUS, STRUCTURAL EPDXY GEL, THAT HAS BEEN TESTED By A RECOGNIZED STATE OFFLORIDA PRODUCT APPROVAL AGENCY. 3, THREE EPDXY ADHESIVE MANUFAC-URERS THAT MEET THIS CRITERIA ARE; A. HI_TI "HIT RE 500 SYSTEM" a -T E. SIM. SON STRONG TIE 'EPDXY J_E SET C. ADHESIVES TECHNOLOGY "HS 200" 4 DRILLING AND PLACEMENT OF REBAR WALL TIES AS NOTED IN THESE CONSTRUC ON P!! ANS, SHALL BE PERFORMED IN STRICT ACCORDANCE WITH EPDXY I ADHESIVE MANUFACTURER'S WRITTEN INSTALLAT CN INSTRUCTIONS CEDAR EMBEDMENT E)F FTHS ARE SHOWN AND INDICATED IN THE CONSTRUCTION DETAILS: 5. AL'_ DRIL.. HOLES MUST BE CLEAVED IN ACCORDANCE WITH THE EPDXY ADHESIVE MANUFACTURER'S WRITTEN INSTRPCTIONS. S. ALL REPAIR (OR THREADED ROD ANCHOR BOLTS) MUST BF SET IN EPDXY ADHF:SIVF AND ALLOWED TO CURE IN ACCORDANCE WITH EPDXY - MANUFACT'JRFR'S WRITTEN INSTRUCTIONS. ROOFING: 1. ROOF COVERING TO CONSIST OF ASPHALT ROOFING SHINGLES. - - T 2. ASPHALT ROOFING SHINGLES MUST BE MANUFACTURED IN COMPLIANCE WITH ASTM D225, OR ASTM D3462, AND CLASSIFIED TO MEET ASTM 07158 CLASS IF, OR ASTM 03161 CLASS F. - AL 2014, 3. ASPHALT �R007,NG SHINGLES SHALL BE INSTALLED IN COMPLIANC:_ WITH FFIC-RE.SIDcof 4. UNDERLAYIV1'ENT SHALL CONSIST OF 1 LAYER OF ASPHALT -SATURATED BUILDING I''EL7 CONFORMING TO ASTM L226, TYPE q, ASTM L'4869 TYPE OR C04C_ APPROVED EQUAL. 5. FIRST LAYER OF UNDERLAYMENT SHALL BE INSTALLED IN COMPLIANCE WILL 3C-IbO/2.8 (2) (0)(1); Wlly 1 NOT DIAL (MIN.) PLASTIC CAP OR METAL CAP CORROSION RESISTAN` NAILS CONFORMING TO ASTM F1667, OR F.D.G. CON=ORM'N 0 ASTM A641, CLASS , NAILS '-1AVINIC 3/8"0 DEAD X LENGTH TO PROVIDE 3/4" MIN. PERPE-RATION THRU ROOF SHEATHING, PLACED NO UREA TER MAN B„ O.C. ALONG EDGE OF ROLL AND 12 O.C. ACROSS WIDTH OF ROLL. 8. A ROOF RIDGE VENT SHOULD BE INSTALLED IF NECESSARY TO MEET NET FREE ATTIC VENTILATION AREA REQUIREMENTS AS :REQUIRED BY FBC-R, 2014, 1. FLASHING SHALL CONSIST OF CORROSION RESISTANT" METAL WITH A MIN. IFICKNESS GR WE GHT AS SPEC FI€D IN THE FBC-R, SECT ON 903.2, AND INSTALLED IN ACCORDANCE WITH FBC-R, SECTION 905.2. 2. ALL PIPE PENETRATIONS SHALL BE FLASHED W"H LEAD SLEEVE NOF LESS THAN 2.5 EBS./SO- FI.,-jTH 4" MINIMUM FLANGE. 3. FLASHING AND COUNTER FLASHING SHALL BE INSTALLED AS REQUIRED BY THE APPLE "DA BUILDING CODE, OR CON-F2ACT04 SI-ALE PROVIDE BETTER ASSEMBLY. - �F WITH 1" METAL EDGE RETURN FLUSH TO BASE OF WALL OVER 4. ALL WALL COUNTER FLASHING SHALL CONSIST OF 5" VERT FLANGE X 6" BASE '-LAN.>-, UNDEPLAYMENT, 5. FLASHING SHALL HAVE 4" MINIMUM LAP JOINTS AND APPLIED FLASHING CEMEN-. 6. ON BLOCK WALLS, SEA,. ALONG ENTER EDGE OF VFRTICAL .METAL FLANGE, COVERING ALL NAIIL PENETRATIONS WITH, FLASHING CEMENT AND MEMBRANE SEALANT. 7. COJN'FR -LASHING SHALL BE PLACED OVER CONTINUOUS STRIP 0- MEMBRANE SFALA' CONSISTING OF INORGANIC -ASPHALT iN.PREGNA-ED FIBERGLASS MEMBRANE, MNMUM 4" WIDE. B. ASPHALTIC ROOF CEMENT SHALL CONFORM TO ASTM D4586, TYPE I, NON -ASBESTOS; \CN-RUNNING, -HEAVY BODY MATERIAL COMPOSED OF ASPHALT, IN RAL INGREDIENTS. AND O-'HER M E_ _ . c - 9. NAILS SHALL BE CORROSION RESISTANT MEETING ASTM A641 CLASS 1, NOT DIPPED GA-VAI\IZED, CC.per-LR OR .,IAINLESo STEEL OR SU�`IC!EN- LENGTH. GYPSUM GINYWA.I... L.: L 1B -I. � � A: NU AR <INGEC SD COOLER HEAD; � 7AMETER ":Y� LGV� V L , i. ALL INTERIOR GYPSUM BOARD TO BE MIN. Y2" LICK WITH (13 GAGE, i%� LONE, /se E D, C.098 NAIL, 0.086" DIAMETER, 1-X" 'LONG, "ELF" DEAD; OR GYPSUM BOARD NAIL, 0.C86" DIAMETER, 1/8" LONG, %,' HEAD) SPACED AT 7" 0.0. FOR NA:LS AND '2" O.C. FOR SCREWS, 2. ALL GYPSUM BOARD MATERIALS AND ACCESSORIES SHALT_ CONFORM TO ASTM C 36, C 79, C 475, C 514, C 630, C 93', C 960, C 1002, C 1047, C 1177, C 1178, C 1278, C 1395, C 1396 OR C 1658 AND SHALL BE INSTALLED IN ACCORDANCE WITH TIE PROVISIONS OF FRC, AND ADHESIVES FOR THE INSTALLATION OF GYPSUM BOARD SHALL CONFORM TO ASTM C 557. 3. METAL TRIM SHALL MEET OR EXCEED THE FOLLOWING: A. CORNIER BEADS: J.S. GYPSUM #103 B. CASING BEADS: U.S. GYPSUM #200A C. CONTROL JOINTS: U.S. GYPSUM #093 4. TAPE AND COMPOUND SHALL MEET OR EXCEED THE FOLLOWING: A. REINFORCING TAPE: 1-7/8" WIDTH TO 2-1/2", ASTM C 475 B. JOINT COMPOUND: ASTMC 475, 5. BACKER BOARD FOR Al TAOFEVENT OF ADHESIVE APPLIED CERAMIC MILE APPI_ICATICYNS, THAT IS NOT EXPOSED TO WET CONDITIONS, MAY CONSIST 0- WATER-RESISTANT GYPSUM BACKER BOARD MANUFACTURED IN COMPALINCE WI-H As-M C1396, C1178 OR C1278. Y2" THICK BACKER BOARD IS PERMITTED ON CLUNG WHEN APPLIED TO FRAMING SPACED 12" O.C. MAX., ANC MUST BE I" THICK WEEK CEIENG FRAMING IS SPACED 16" O.C. OR GREATER. r - - P' FIBER -CEMENT R- T A: OR FIBER -REINFORCED - T A.: MUST CONSIST C EE CEMEN BO F -T A I TIONS Si.CH AS IN TUB AND SF+DINER ARC 6. BACKER BOARD USED OR WC P _CA GYS°SUM BACKER BOARD MANUFACTURED IN ACCORDANCE WITH ASTM C1288, C127111 C1325, OR C1'178; OR CODE APPROVETEQJAL, PER FBC-R, SECTION 702.4.2, 7. GYPSUM WALLBOARD FASTENING SCREWS SHALL CONSIS- OF #6 x 1Y TYPE 'W" DRYWALL SCREWS CONFORMING TO ASTM C1002 STANDARDS FOR WOOD STUD AND ROOF TRUSS CONNECTIONS, UNLESS OTHERWISE NOTED IN WALL SECTCN DETAILS, DRYWALL SCREWS SHALL BE SPACED NO GREATER THAN 8" O.C. EDGES AND 12" O.C. IN THE FIELD. 8. WHEN FASTENING. GYPSUM WALLBOARD TO ME -AL STUD FRAMING FASTENING SCREWS SBALL CONSIST OF #6 x 1" (MIN.) DRYWALL SCREWS CONFORMING TO ASTM C954 STANDADAS, OR BULGE HFAD STYLE SCREWS CONFORMING TO ASTM C1513 STANDARDS, UN:_ESS OTHERWISE NOTED IN WALL SECTION DETAILS, DRYWALL SCREWS SHALL BE SPACED NO GREATER THAN 8" O.C. EDGES ,AND 12" O.C. IN -HE FIELD. 9. WALL AND CEILING FINISHES SHALL HAVE A SMOKE -DEVELOPED INDEX OF NO- GREATER THAN 450, AND A P_AUE-SPREAD CLASSIFICATION OF NOT GREATER THAN 200. 10. ALL EXPOSED INSULATION MATERIALS INSTALLED ON ATTIC FLOORS SHALL HAVE A GIR TICAL RADIANT FLUX NOT LESS THAN 0.12 WA: PER SQUARE CENTIMETER. EXPOSED FOAM PLASTIC INSULATION MATERIALS EXPOSED TO IIHE UNCGERSIDE OF THE ROOF DECK OR ON THE ATTIC WALLS SHALL COMPLY WITH SECTION FRC316. 11, INSULATION MATERIALS, INCLUDING FACINGS, SUCHL.-!. AS VAPOR RETARDERS OR VAPCR PERMEABLE MEMBRANES INSTALLED VITHIN FLOOR-CEILLNG ASSEMBLIES, ROOF -CEILING ASSEMBLIES, WALL ASSEMBLIES, CRAWL SPACES AND ATTICS SHALE HAVE A FLAME -SPREAD INDEX NOT T0. EXCEED 25 WITH AN ACCOMPANYING SMOKE -DEVELOPED INDEX NOT TO EXCEED 450 WHEN -ESTED INL .ACCORDANCE WITH ASTM E 84 OR UL 723. f.:.X I_:RIOR CEP11LN 1 `S' UCCO _ ''__Q1 Ii:A I!O NS: 1. ALL EXTERIOR CEMENT STUCCO STALL CONSIS OF PORT_AND CEMENT PLASTER CONFORMING TO ASTM C926, BASE, AND FINISH COATS MIXES, 2. STUCCO APPLIED OVER MASONRY SHALL CONSIST OF TWO COATS VI A MINIMUM —THICKNESS OF 1/2", NOT INCLUDING TEXTURE, 3. CONTROL JOINT BEADS OR JOINTS SHALL BF INSTALLED TO CREATE PANELS NO GREATER THAN 144 SQUARE FEET, WITH NO DIMENSION EXCEEDING i8 FFET FOR A LENGTH TO WIDTH RATIO OF 2-1/2 TO 1. 4. PNEUMATICALLY PLACED PORTLAND CEMENT PIASTER SHAI. CONFORM 10 RFQUIRE.MENiS OF FBC-RESIDENTIAL, SECTION R703.6.4.;3. 5. A BONDING AGENT MUST BIT APPLIED TO TIN_ EXISTING MASONRY SUBSTRATE AND EXIS--ING SURFACE OP STUCCO, WHERE IF][ STUCCO REPAIR IS PERFORMED TO JOINT OLD SURFACE TO NEW. SOFFIT CONST'JCTION 1. CEMENT STUCCO APPLIED OVER METAL LATH FOR SOFFIT CONSTL'CTION SHALL BE APPLIED IN THREE COATS FO PROVIDE A TOTAL NOMINAL THICKNESS OF 3/4", AND IF PNEUMATICALLY APPLIED, TWO COATS TO A MINIMUM TOTAL THICKNESS OF %", PER IBC -RESIDENTIAL, 2014. 2. HI -RIB EXPANDED -METAL 1.ALL S-iALI CONSIST OF THE FOLLOWING MINIMUM PROPERTIES: A. MUST BE MANUPAC NRLI) FOR CON=ORMANCE WITH ASI-M C847 STANDARDS. B. SHALL BE SELF -FURRED RIB LAN CONSISTING OF 3/8" HIGH RIBS SPACED 4" ON -CENTER WTH 1/8" IR13S BETWEEN EACH H1-RIB, FOR SPANNING BcIWI=LN FIORIZONiAL SUPPONI SPACED UP TO 24'' ON -CENTER. C. MINIMUM CHIT WEtGFIT � 3.4 LBS. PER SQUARE YARD. D. METAL LATH SHALL BE 'HOT DIPPED GALVANIZED IN CONFORMANCE WITH ASTM A653 OR ASTM A924 STANDARDS TO 360 MINIMOM. E. FOR PNEUMATICALLY APPLIED STUCCO APPLICATIONS, THE HI -RIB LATH SHALL BE PROVIDE WITH "K-PAPER" BACKING, AS MANUFACTURER BY CEMCO OR BET -ER, TO -REVEN-. STUCCO BLOW THROUGH. J. SOFFIT STUCCO CONTROL JOINTS: A. STUCCO CONTRAC70R SHALL BE RESPSONSIBLE TO S'JBMII A SOFTII STUCCO CONTROL JOINF LOCATION PLAN FOR HOMEOWNER'S REVIEW AND APPROVAL PRIOR TO START OF STUCCO WORK. B. INSTAL',. CONTROL JOINTS AS REQUIRED TO DELINEATE STUCCO SOFFIT WORK INTO AREAS (PANELS) OF 100 SQ.FT. MAXIMUM SIZES WITH MAXIMUM DISTANCE BETWEEN CONTROL JOINTS NOT TO EXCEED 18 FEET O.C., OR AS REQUIRED TO DELINEATE PLASTER WORK INTO AREAS (PANELS) WITH LENGTH TO WIDTH RATIOS NOT GREATER THAN 2 1/2:1. C. INS -ALL CONTROL JOINTS WHERE SOFFIT STUCCO WORK AREAS CHANGE DIMENSIONS, TO DELINEATE RECTANGULAR -SHAPED AREAS (PANELS) AND TO RELIEVE THE STRESS THAT OCCURS AT THE CORNER FORMED BY THE SOFFIT DIMENSION CHANGE. �. FINAL STUCCO SOFFIT TEXTURE, FINISH, AND COLOR TO BE DETERMINED BY BUILDING. OWNER'S DESIGNATED REPRESENTATIVE. STUCCO ACCESSORIES: 1. PLASTIC ACCESSORIES FOR EXTERIOR STUCCO APPLICATIONS SLIAI_L BE INSTALLED IN CONFORMANCE WIT, ASTM C1063, USING SCREWS THAT INCLUDE B'JT NOT LIMITED TO CORNER BEADS, CASING BEADS, CONTROL JOINTS, EXPANSION JOINTS, AND SOFFIT VEINS. 2. STUCCO ACCESSORIES SHALL CONSIST OF PLASTIC COMPONLNiS HIA MELT AS-"iM D4216 STANDARDS FOR HIGH IMPACT PVC BUILDING PRODUCTS, c MANUFACTURED FROM RIGID VC AND CV VC CONFOUNDS MEE PING A.,1M D1784 CELL CLASS 13244C. 3. ALI_ STUCCO ACCESSORIES SHALT HAVE BUTI JOINTS, IN'ERSECTICN, FN'JS AND CORNERS CAUL.KE,) AI TIME OF INSTALLATION USING ELASTOM RIC CAU':.K (NO EXCEPTIONS). 4, ALL PLASTIC STUCCO ACCESSORIES SHALL BE NEW AND SUPPLIED BY A SINGLE" PRODUCT MANUFACTURER, SUCH AS VINYL CORPORATION; MIAMI, FLORIDA (800/648-4695), OR APPROVED EQUAL. EXTERIOR WALL & C_,LIING INSULATION: L ALL LOAD BEARING STUD PRAMCD WALLS ADJACENT TO THE GARAGE MUST BE INSULATED WITH FIBERGLASS BATT INSULATION (OR EQUAL) WITH R-'L1 MINIMUM RATING. INSTALL FIBERGLASS BAT- INSULATION WITH KRAFT PAPER BACKING FACING GARAGE SIDE (WARM SIDE) OF THE WALL. 2. ATTIC INSULATION MUST BE INSTALLED TO PROVIDE A PRESCRIPTIVE R -VALUE RATING = 30 (MINIMUM) WITHOUT VAPOR BARRIER, UNLESS A WHOLE HOUSE ENERGY EFF-DENCY CALCULATIONS ARE APPLIED BASED ON 2014 FBC-ENERGY CONSERVATION CODE. 3. ATTIC INSULATION IS RECDMENDED TO BE BLOWN -IN LOOSE-HLL F13,RGLASS INSULATION THA MEEIS ASTM,C364, TYPE I INSULATION, WITH AN ASTM L84 FLAME SPREAD 1 ATING 0125 OR LESS. ONE TYPE OF INSULATION WHICH MLH THESE SPECIFICATION'S S THE "CLIMATE PRO" AS MANUFACTURED 3Y ;HE JOHNS MANVILLE COMPANY. BASED ON THIS INSULATION PRODUCT IRAIING, A MINIMUM LOOSE TILL 1 IICKNESS OF iL5 INCHES IS REQUIRED TO OBTAIN A MINIMUM R--VALUE = SO. 4. EXTERIOR 8" CMU WALLS SHOULD BE INSULATED t. ��.2E ti ..I�I I . : I\ _7. '.. ALL FINISHING WORK, MATERIALS, AND WORKMANSHIP SHALL SIT. DLF-RMIN_D AND S°EC;IfITD B"BUILDING GON'IRACTOR OR THE HOMEOWNER. I rA A r I l II,Jt.�II_.iJ 'NJ1E..S. CONTRACTOR NOTES 1. THE ELECTRICAL CONIRACIIOR SHALL OBTAIN AND PAY FOR ALL PERMITS AND INSPECIIONS REOJBIID :OR THE WORK BY ALL AUTHORITIES HAVE JURISDICTION. 2. ELECTRICAL CONTRACTOR SHALL GUARANTEE ALL MATERIALS AND WORKMANSHIP FREE FROM CEF_C;- �F?R 'I=RIOD OF NOT LESS THAN ONE (1) YEAR FROM DATE OF ACCEPTANCE BY GENERAL CONTRACTOR OR HOMEOWNER.-- 3. CORRECTION OF ANY DEFEC-S TO BE COMPLETED WITHOUT ADDITIONAL CHARGE AND TO INCLUDE REPLACEMENT OR REPAI ANY OTHER PHASE OE THE INSTALLATION WHICH MAY HAVE BEEN DAMAGED THEREBY. SWITCHES AND RECEPTACLES„"NT, THE T C P I h PRODUCT OF A SINGLE MANUFACTURER. CATALOG NUMBERS. LISTED A# 1 A:_I. GENERAL PURPOSE _I,,HT SWITCHES AND R, CF. TACLES SHALT Hh _HI RODUC F HUBBEIL: HOWEVER, COMPABABLF DFVICFS BY PASS & SEYMOUR, BRYAN', OR I. FVITON WILL BE ACCEPTED. COLOR Or DEVICES AND PLATES SHALL BE DICTATED BY HOMEOWNER/G€NERAL CONTRACTOR. r 1 IN ITCH. 1: - ROCKER WI'H EQUAL 'C HUHHLLI V0. RSD1 5 COMPLYING WITH LIE E3896, A. SINGLE POLr.. SW "NO -CLICK' DF CORA.OR OC LR S IC Q , `) AMP, 120/�77V AC NO C , 3. THREE-WAY SWITCH: 15 AMP. 120/277V AC NO -CLICK" DECORATOR ROCKER SWITCH EQUAL TO HJBBELL NO. RSD315, COMPLYING WITH UL E3896. C. GENERAL USE 120V DUPLE - 0. 5 20R GROUNDING TYPE IS AMP HUBBELL N0, RRD15 SPECIFICATION GRADE, COMPLYING WITH _X RECEPTACLES: NLMA N , UL E2186, OR HOMEOWNf=R/GENERAL CONTRACTOR APPROVED EQUAL. D. GROUND -'FAULT CIRCUIT INTERRUPTER RECEPTACLES (GFCI) SHALL MEET UL 943 STANDARD FOR 120 VAC, 20 AMP RATINGS; WITH UL CLASS A TRIPPING REQUIREMENT. - P - n; c I S' PLASTIC FA WITH METAL SCREWS W., HAVING HEADS MATCHING E. WALL PLATE COVERS FOR ALL SWITCHES AND RECTTACLES _HALE'_ BE SMOOTH LASTIC C E PLATE COLOR. HOMEOWNER/GENERAL CONTRACTOR TO SELECT COVER PLATE STYLE AND COLOR. LIGHTING FIXTURES 1. ALL LIGHT''-NG FIXTURES, MANUFACTURER AND TY11_F OF NEW LIGHTS TO BI SELECTED BY HOMEOWNER/GENERAL CONTRACTOR AND INSTALLED BY FLFCTRICAI_ CONTRACTOR. 2. ELFCTRICA._ CONTRACTOR SHALL INSTAL L PRF-WIRE ALL OF[ INC FIGHT FIXTURFS AS NOTED ON THE PLANS, AND PROVIDE ALL NECESSARY LAMPS, BALLASTS SOCKETS, HOUSING, CEILING TRIM RINGS, BRACKETS, FNSES/DIFIVSFRS AND CUTLET BOXES, AND AL.I OTHER APPURTENANCES NEEDED TO PROVIDE A COMPLE T E AND FUNCTIONAL LIGHTING SYS HEM. 3. ELECTRICAL CONTRACTOR SHALL COORUINAL INSIA_LATiON 01 LIGIIIING !IXFURE AND APPURTENANCLS WITI' GENERA!_ CONTRACTOR. WIRES AND CABLES - 1. ALL ELECTRIC CONDUCTORS AND GROUNDING WIRES SHALL BE MINIMUM WERE S17F OF #12 AWG FOR RFCFPTACLE POWER WIRING AND #14 AWC FOR GENFRAI_ LIGHT FIXTURE WIRING, EXCLUDING CONTROL. 'WIRING. ALL CONDUCTORS SHAI[ BE COPPER WITH THWN/THHN INSULATION. 2. CONDUCTOR MATERIAL SHAH_ BE L.IMITFC TO COPPER WIRE, A.IUMINUM WIRE IS NOT ACCEPTABLE. 600 V INSULATION (ASI"M STANDARD COMPOUNDS) AS REQUIRED BY NEC. 3. PROVIDE GROUNDING CONDUCTOR WHEN RUN WITH CIRCUFI CONDUCTOIRS WITH SAML INSULATION AS CIRCUIT CONDUCTORS. BOXES AND ENCLOSURES 1, OUTLET BOXES, PULL AND JUNCTION BOXES SHALT. CONFORM TO NEMA 250, TYPE 1, EXCEPT IN DAMP OR WET LOCATIONS USE NEMA 250, TYPE 3R, OR CODE APPROVED EQUAL. GROUNDING 1. ELECTRICAL CONTRACTOR MUST VERIFY THAT THE EXISTING HOUSE AND GARAGE GROUNDING ELECTRODE SY ST M CONSIST OF ALL AVAILABLE GROUNDING CONDUCTORS BONDED TOGETHER IN ACCORDANCE WITH NFPA-70, 201.1 N.E.C. ARTICLE 250.50. CIRCUIT BREAKERS I C' C - 1. G BOARD -R � AT CIRCUIT BREAKERS RATED NEM.A A9 1 AND UL LISTED FOR TYPE ALL GENERAL LIGHTING AND POWER PANEL LCARD BREAKERS .,i _L BE MOLDED CASE C CU B E E , a SYMMETRICAL H T 'M. OF WIRE SPECIFIED AND SHORT CIRCUIT RATING UP '0 2.0 V DODO DIMS ..YMM_.RL,AL AMP MINIMUM. U TNG DISCONNECT SWITCHES 1. IF A DEDICATED DISCONNECT SWITCH IS REQURED TO PROVIDE NEW CIRCUIT BREAKER PANEL SUITABLE FOR RECEIVING NEW ARC FAUL` CIRCUIT BREAKERS, THE DISCONNECT SWITCH SHALL BE NEMA KS 1, TYPE HE, WITH LOCKABLE HANDLE, GENERAL DUTY, QUICK -MAKE, QUICK -BREAK TYPE. ENCLOSURES SHALL BE RATED FOR INSTALLED LOCATION AS REQUIRED BY THE N.E.C. 2. FUSES FOR DISCONNECT SWITCH, !F REQUIRED, SHALL BE DUAL ELEMENT, CARTRIDGE TYPE. FUSES SHALL BE 7HOSE MANUFACTURED BY EITHER SUSSMAN OR LITTLEFUSE. FUSES 600 AMPS OR LESS SHALL BE CLASS RKi. TELEPHONE WIRING 1. TELEPHONE CABLE SHALL BE VINYL INSULATED, TNNED COPPER, SOLD, TWISTED PAIR, CABLED CONDUCTORS ,AND SILVER GRAY VINYL JACKET FOR TELEPHONE INTER -COMMUNICATIONS. A. UP TO 4 CONDUCTORS/CABLE, 22 AWG SOLID WIRE. B. OVER 4 CONDUCTORS/CABLE, 24 AWG SOLID WIRE. EXHAUST AIR 1. EXHAUST CEILING EAN LOCATED IN NEW BATHROOMS MUST BE VENTED TO OL-SIDE WIT- CALVANIZED SHEET OR CORRUGATED ALUMINUM FLEX EXHAUST DUCT WITH SEALED SEAMS AND JOINS. I LUIV 3 E�. IJ AND I'PIlNG IC0,NS IRE "'I!ON :��(� PLUMBING FIXTURES AND ACCESSORIES 1. OWNER/CONTRACTOR SHALT. SELECT EACH PLUMBING FIXTURE ANC AU_ APPUR-ENANCES FOR USE IN THE BATHROOMS. 2. GENERAL CCNTRACIOR SHALL NSTALL AL_ OWNER FURNISHED TOILET ROOM ACCESSORIES. S. PLUMBING FIXTURES STANDARDS SHALL COMPLY WITH CHAPTER 27 AND FLOW EFFICIENCIES SHALL COMPLY WITH CHAPTL=R 29 OF THE 2014 3C-RESIDENTAIL CODI AND ANY LOCAL ORDINANCE OR STATE LAW GOVERNING WATER FLOW RATE AND WATER CONSUMPTION OF PLUMBING FIXTURES. PIPE AND PIPE PRODUCTS 1. COLD WATER DISTRIBUTION PIPE LINES SHALL BE COPPER, MINIMUM WEICF- NOT LESS THAN 'YPE L ABOVE GRADE, AND TYPE K BELOW GRADE, MEETNG ASTM B88. SG_DERE`) JOIN'.S SHALL CONFORM TO ASTM B 828 AND CCV`AIN LESS THAN 0,2 % LEAD. 2. DRAIN, WASTE, AN') VENT PIPE SHALL BE PVC DWV PIPE, METING ASTM 2665, SCHEDULE 40 MINIMJM, OF MINIMUM SIZE REQUIRED BY CODE. 3. WATER HAMMER ARRESTER, IF NEEDED SHALL BE BC­ L.OWS OR PISTON -YPE WITH PRESSURIZF) CUSHIONING CHAMBER CONFORMING TO ASSE 1010. MANUFACTURED WATI_R HAMMER ARRESTERS SHALL BE SMITH NO 3000 S.--TRIES "HYJROTROLS", JOSAM, ZURN OF EQCAI.., INS`-A_LED IN ACCORDANCE WITH PLUMBING AND DRAINAGE III TE STANDARD NO. WH2O1. ALL OTHER COLT WATER LINES MAY HE PROVIDED WITH A 15" H GH AIR CHAMBER PIPE. 4. WHERE PIPE INSULATION IS REQUIRED '0 MEET REQUIREMENTS 0- THE F_ORIDA BUILDING CODE, OR F DESIRE) BY TH= HOMEOWNER, FOR EITHER HOT AND OR COLD WATE,: PIPING THE INSULAIION SHALE BE SELO-ED -0 MEE- THE FOL_OWING PARAIIEIERS: A. MLNIMJM OF 1 THICK FIBERGLASS INSULP,TION, WI'H A DIRE RETARDANL. JACKS, HAVING AN AVERAGE THERMAL CONDUCTIVI Y NO' EXCEEDING 0.22 BTJ !NCH PER SQ.FT. PER DEGRL-E F, PER HOUR AT A MEAN TEMPERAT-RE OF 100 DEGREES T. COLD WATER PIPING ITN'SU_ATION SHALL BE PROVIDED WITH A VAPOR 3ARRIER. B. PIPE INSOLATON SHALL HAVE A FLAME SPREAD AND SMOKE DENSITY RATING NOT EXCEEDING 25/50 AS TESTED PER ASTM STANDARD E-84. VALVES 1. ALL COLD (AND HOT) WATER DSTRIBUTION PIPE 'LINES SHALL BE PROVIDED WITH FULL PORT BALL VALES W'ITh SEEM LEVEL 11L -URN HANDLES. INSTALLATION I. PLUMBING FIFE SHALL BE INSTALLED IN CONFORMANCE WITH 2O14 FBG-RESIDENTIAL_ COD% CHAPTER 26, AND REFERENCE STANDARDS NOTED THEREIN. 2. SEAL PIPE PENETRATIONS THROUGH CEII IING FRAMING WITH APPROVED FIRE STOPPING SEALANT MATERIAL. 3. PROVIDE ALL. PIPE CONNECTIONS WI TI- INDUSTRY STANDARD SITTINGS IN ACCORDANCE W11H APP: CAH[_I:: PLUM31NG CODES, ASME: B'6, AND ASTM STANDARDS FOR ALL PIPE PRODUCTS LSLD. INSTALL UNIONS ADJACEtii TO EACI, VALVL AND A" INA_ CONNCC TION TO EACH PIECE OF EQUIPMENT 4. INSTALL DIELECIRIC COUPLING AND NPaLE FITTINGS TO CONNECT PIPING MATERIALS OF DISSIMILAR METALS IN ANY WATER PIPING. 5. NEW SHOWER RCCi_PTORS AND LINER MOST BE CONSTRUCTED IN CONFORMANCE WITH FBC,=.RESIDENTAIL SECTION P2709. TESTING AND CLEANING WHEN REQ'JES"ED BY OCAL BUILDING INSPECTOR, OR IF REQUIRED BY CODE, PLUMBING CONTRACTOR SHALL TES AND GLEAN ALL MODIFIED PLUMBING AS FOLLOWS: 1, All NEW WAT-R SUPPLY PIPING SHALL BE WATER TESTED TO PRESSURES OF AT LEAS- '.r TIMES THE STATIC WI PR=SS'JRE OF THE BUILD No SUPPLY WATER PRESSURE FOR 30 MINUTES, AFTER INSTALLATION AND T-EN STERP_IZED. 2. DRAIN, WASTE AND VENT PIPE SHALL BE WATER OR AIR TESTED, IN ACCORDANCE WIT- '.4C-RESIDENTAIL, SE ;TION P7.503, AFTER ROUGH AND FNN:SH=.D PLUMBING INSTALLATIONS. D. NEW SHOWER LEER MUSE BE TESTED IN ACCORDANCE WITH FBC-RESIDENTA-L, SECION R25C1? 6 E IVAC CON`S : RUC,TIOA NOTES GENERAL HVAC NOTES: 1. ALL WORK STALL CONFORM TO THE LATEST EDITION OF THE 2014"FI.OR-DA CODES, MECHANICA_ & ENERGY CONSERVATION CODES, APPLCABI_E -NDUSTRY STANDRRDS LISTED THEREIN AND AS NOTED FIBRIN' BELOW, ANT) ANY OTI- R GOVERNING _OC/AL. REGU_ALONS ANC ORDINANCES. 2. THE LAYOUT FOR THE WHOLE HOUSE A/C SUPPLYAIRDUCT, AS DE-sEAT-D ON THESE PLANS, ARC ESSENTALLY DIAGRAMMATIC IN NATURE, ADDITIONALFF T N S TRANSITIONS, - - OFFSETS, S, BED S 0 S, SIC., MAY BE REQUIRET3`10 P�'Q '- PLETf= SYS EM. THE MECh ANICkL CONTRACTOR SHALL VERIFY SPACE CONDITIONS PRIOR f0 ABRICATION/IN'STALLATON ON ANY DUGTW0;3Kti- MECHANICAL CONTRACTOR NOTES: " f P _ JI VIEN i - �..P - 1. THE MECHANICAL CONTRACTOR SHALL PROVIDE ALL HVAC Q ,CON ONz,�a LCON'ROLS, LABOR, MALRIALS, AND TOOLS, TO FURNISH AND INSTALL A COMPLETE AND FULLY OPERABIF AIR CONDITION SYSTEM. 2. THE NEW/PROPOSED HVAC SYSTEM SHALL BLIIDESIGNED EY HVAC CONCTRACTOR A) SIZE AND RE( JIRFNFfv OF H S1'"STEIvt PER MANUAL J. 3. MECPANICAL CONTRACTOR MUST SU�BMII ONE HARD COPY OF -L• - EN- AN P D ROCLCT SPECIFICATIONS, AND ENERGY EFFICIENCY CALCULATIONS, CONSISTENT WTH F.A C. 61 G'S-34.OG3(2), -C THE =N kLR 'vRE CORD F' REV-.EW, BEFORE NSIALLATION OF THE HVAC SYSTEM AND COMPONENTS. 4. MECHANICAL_ CONTRACTOR MUST COCRIJ!NATF LOCATIONS OF ALL HVAC EQUIPMENT AND WORK WITH OTHER BUILDING TRADES TO AVOID ANY - INTERFERENCE BETWEEN HVAC WORK AND WORK OF OTHER TRADES. 5. MECHANICA CONTRACTOR SHALL BE RESPONSIBLE TO COCRDINATE ELECTRICAL CHARACTERISTICS C- THE HVI,C EQUIPMENT WITH THEELECTRICAL SUI CONTRACTOR ELE`ICAL CONTRACTOR TO `INSTALL DISCf C -- S'+IITC=ES, WIRING, AND CONNECTIONS ON TFi=_ EJR CONDITIONING SYSTEM, AS REQUIRED. MECHANICAL CONTRACTOR SHALL BE`RESPONSIBLE TO S- I' __ HVAC CONTROLS. 6. MECHANICAL CONTRACTOR SHALL BE RESPONSIBLE TO - MANJAL J HEATIN( AND COOLING LOAD CA_CULA-IONS -0 VERIFY REQOIRED CAPACITY OF THE PROPOSED HVAC SYSTEM AND PREPARE _..,_ D DUCT S17NG CALCJLA-iCNS -0 VERFY ALL AIR SUPPLY DUCT SIZE TO EACH AREA, AS DELINEATED ON THESE PLANS. 7. ENERGY EFFICIENCY PERFORMANCE CALCU-ATIONS PURSUANT TO -HE 2014 FBC-ENERGY CONSERVA-ION CODE, SECTION 405, SHOULD BE PREPARED BY _ _ _ Y T _ I ti ri THE MECHANICAL CONTRAC TOR, OR DINER QUALIFIED IND'VIOIJAL, WHEN Rt QJRED 6- HE 'B,EJII.J�NG DEPARTMENT. HVAC DUCT WORK: 1. ALL SUPPLY AIR REGISTERS AND GRILLS SHALL CONSIST OF ALUMINUM CONSTRUCTION ESP WHITE, PROVIDE 3-WAY VOLUME CONTROL VANES ON ALL SUPPLY AIR REGISTER';. L 2. FIBROUS GLASS DUCT AND DISTRIBUTION BOXES SHALL BE CONSTRUCT: -C OF RIGID GLASS -FIBER BOARDS 'WITT EDGE-REATMENT, FACTORY MOLDED AND =ACED ON ON,- SIDE WITH FIR:= RETARDING, REINFORCED, FOIL-SCRIM-KRAF- BARRIER. -HE NSIDF OE 'HE DUCT SHA!_L 9E COATED WITH A SMOOTH ACRYLIC COATING EQUAL TO OWENS CORNING "'ENDURACOAT THE BOARD SHALL BE U- LISTED AND LABELLED AS COMPI. YINC WITH UL. 181 CLASS 1. THE FLEXURAL RIGIDITY (t) SHALE'. BE 475, STANDARD DUTY, 1 1/2" (R-6) FOR USE IN UNCONDI'TONED SPACE. INSTALL AND SEAL DUCTS AND FITTINGS IN ACCORDANCE THE 20i4 FBC-MECHANICAL, SECTION 603, AND TABLE 603. S. FL=XIBLF AIR DUCK SHALT. BE. L.STED AND _ABET ED FOR COMPLIANCE W!1"H UL 181, CLASS ', FACTORY FABRI ;ATED, INSU:.AIED, ROUND DUCT, WITH A OLYE IHYLENE. FILM CJIER JACKET ENCLOSING GLASS FIBER INSU_A fION R 8 AROUND C: .ON'IN000.. HOLYE TH TEENS INNER LINER. THt INNER IJNE.R SHALL HAVE. AN ENCAPSULATED S"EEL WIRE HE UX. =FLEXIBLE AIR DUCTS AND CULT CONNECTORS SHALL BE IN'SIALLED AND SEALED IN ACCORDANCE WITH 2014 IBC-MEET-ANICA_, SECTION 603, TABLE 603, OR SMACNA'S "FIBROUS GLASS D'JCF .,ONSI'R'JCTION S-ANDARCS". 4. ALL AS SUPPLY AIR DUCK SIZES SHOWN ON THESE PLANS ARE CLEAR INSIDE UUCI DIMENSIONS. 5. NEW RIGID DUC- EICARD DISTRIBUTION BOX SHALL BE INSTALLED TO SET ON 2X4 SLPPOFR` =RAMNG ATTACHED ACROSS EXISTING ROOF TRUSSES AS DESIGNED BY THE MECHANICA_ CONTRACTOR OR OTHERWISE APPROVED BY -HE ENGINEER. c I 1 6. Il SHALLMANDATORY TEAT DUCE 'GH TNEaS FOR ALL AC AR LPP_Y JUC� AND S. -R:' V�RN" Y T=SITNG TO AS.IRAE BESUPPLY AR 'REGISIE ,, BE E ED B L STANDARD 152, NOT FO EXCEED AR LEAKAGE RATING, Qn =0.03, AS PR --SCRIBED BY FBC-LNERGY CONSERVATICNI CODE. EFFICIENCY OF THE WHOLE HOUSE HVAC SYSTEM MUST BE PRESERVED TO MEET ORIGINAL EQUIPMENT EFFOENCY. 7. FOLLOWING COMPLETION OF THE HVAC DUC- WORK, MECHANICAL CONTRACTOR SHALL BALANCE ALL AIR SUPPLY AND RE -URN AIR JJCT SYS-EMS TO PROVIDE AIR QI_IANTITIFS AND CAPACITIES INDICATPD ON THE PERMITTED HVAC °_AN. SUBMIT FINAL `EST AND EALANCE REPORT TO GENERAL CONTRACTOR AND HOMEOWNER FOR ACCEPTANCE. MISCELLANEOUS HVAC COMPONENTS: 1. CONDENSATE DRA B LNIF SHALL BE A MINIMJM OF 1" DIA. PVC, PROVIDED WITH SAFETY PROTECTON, OVERFLOW SWITCH AND PIPE TRAP, INSTALLED THROUGH ONDERGROUNL PVC PIPE SLEEVE AND TERMINATE 6" ABOVE GRADE AT OUTSIDE OF HOUSE, UNLESS OTHERWISE APPROVED IN ADVANCE BY THE HOMEOWNER. 2. IHE A/C CONDENSING UNIF SUCTION LINE SHALL BE INSULATED WITH T/n" ARMAFL.=X #22 AND THL CONDENSATE RETURN L�NE SHALL 3, NSILI WITH Y2" ARMAF_EX #22, OR BETTER. c THE 4 VE DRYER, BATHROOM EXHAUST FANS THESE ANSI OR APPROVED BY HF. HOMEOWNER, ALL _N TJ_AT'bN DU.,TWOR� CLO H_S D YE S. UNLESS OTHERWISE NOTED IN ESE PLANS, , ( ' AND RANGE HOOD) SHALL BE GALVANIZED SHEET METAL, INSTALLED IN ACCORDANCE WITH THE I AiEST EDITION "SMACNA" LOW VELOCITY DUCT CONSTRUCTION STANDARDS. 4. PROVIDE DIGITAL PROGRAMMABLE THERMOSTAT, INSTALLED AT LOCATION NJCATED ON THLSE PLANS, UNLESS OTHERWISE APPROVED BY HOMEOWNER/GENERAL CONTRACTOR. DRAFTING SERVICES LOAN IAF'FF, LLC VHONF. (772) 237-7 42 v (v x x J ti 3 � a r y; Q W - 0 3 z Z s Q W W x W a a u u 2 C z a C W h-i Q ha W W t G r� V L r^ U U U a W fq, V1 r� N 6 V zoIre) -Nw V, N w hJ-I > Pw� Q U H �i I^ �dl r\ Z I /0�/� L � U U PAUL WELCH INC. MP_CIi-ELEC-CIVIL. ENG 1984 SW RI:_"FMORE ST. 41 IM1 PORT ST .UC2F... FL 34984 FALL WELCH. Y.E. YLA RED. No29945 9 0 3{. Dale: SCALE: N.T.S. JOB No: 510-08ES T 2 SHEEP 15 OF 15 A=LIFE SAFETY WARNING This symbol identifies Life Safety Warnings that should be read given special attention by all persons installing trusses. 5PAGING NOTE ALL TRUSSES ARE TO BE SET AT 2'-0: ON CENTER EXCEPT AS NOTED MULTIPLE PLY TRUSSES MUST BE ASTENED TOGETHER PER ENGINEERING BEFORE SETTING. REFER TO ENGINEERING DRAWING TO DETERMINE IF MULTIPLE PLY. A DON'T LIFT TRUSSES WITH SPANS LONGER THAN 30' BY THE PEAK. CONSULT BCSI 30' Span or lessAl 30' to 60' Span O degrees Sprea er Bar or less 4 -1/2 1, Tilg Line span approx. REFER TO BCSI Truss must be set this way if crane used. Truss Is an example, your truss may not match. nsist crane operator sets truss this way. keg ,__ Approx 2/3 toll. Line 1/2 of Span REFER TO BCSI Jss must be set this way if crane used. This is on example, truss may not match. Insist crane operator sets truss this Way. All load bearing walls, headers, beams & lintels must be in place at indicated height before trusses Q are installed. A AIR H A IV I=> II_ tE- FR N O -T IE= UNLESS NOTED ELSEWHERE ON THIS LAYOUT, THESE TRUSSES ARE NOT DESIGNED FOR AIR HANDLERS IN THE ROOF OR FOR ANY OTHER A/C REQUIREMENTS. THIS MAY BE IN CONFLICT WITH BUILDING CODE AND A/C DESIGN REQUIREMENTS. CONSULT WITH BUILDING DEPARTMENT AND A/C CONTRACTOR. Carrying Girder For Truss to Truss Connections seeTNails hanger/connectorbe as de tabs oschedule in engineeringe nails. package. Carried Truss SEAT PLATES BY CHAMBERS U REPRESENTS A HANGER Hanger Schedule T Tao T-TT TC)F fnr ?X4 ST TA46 fnr 4X2 excent as shown Carried truss Carrying truss Hanger ID Fasteners for Carried truss Fasteners for Carrying truss GRD GRB THDH26-3 8-16d 20-16d G4 GRL THD26-2 12-10d 18-16d *Please refer to Standard Engineering package for general instructions on mstautng hangers. IOd=0.148"x 3" 16d=0.162" x 3 1/2" INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF T-1" ABOVE FINISHED FLOOR INDICATES LOAD BEARING REQUIRED BY TRUSSES SUPPLIED BY BUILDER AT A HEIGHT OF 10'-0" ABOVE FINISHED FLOOR ARRANGE WITH CRANE OPERATOR IN ADVANCE FOR A SPREADER BAR OF 221- 301 1 Do not stand on trusses until they are braced per BCSI & properly nailed to straps & hangers I I I I I I I ' 1 I I ' I ' I ' I ' I � o I I � I I ' � I I ' I ' I ' I ' I ' I I I ' I ' I ' I ' I ! o 1 ' I I I ' I I I I I I I ' I ' — I ' I ' I ' I ' I ' I ' I ' � I �I®I®I�III��/ 11�/�1100IV�//�21II%0lIi�"1I0�;I�/=l.W�aINI�ZZZII• ®Y 0 ®1M� I �� /ir i I�,, • NINE I, ®��I /1 i .. �• I��Q!I/i�il�,�il%ill./ii����.&!'r/.!li!97�/%I���ii�y.G/i. ®IIIIII��__I , i ,�► I ! EPA ' I I Pill I 111110 I I 01100010 1 - .,11110 I I► ,, a ®0101� � ---- *-- - - - - - - I ! I 1 I I I I ' NOTES: * BUILDER TO UNDER FRAME CEILINGS AS NEEDED. * BEARING POST REQUIRED AS SHOWN ON THIS LAYOUT. N LENGTH HI Y �W ti dK� —r°o ii I I I 24•0.c.11Hau CORNER JACKS I 24• 't'-t 8'' ONLY,t' �• CORNER DETAIL OVERHANGS NOT SHOWN FOR CLARITY 11 Fmil 6 11 Fmil 6 CORNER JN;Na ARE NOT 9EVEI.Ea. SEE siAMARa ENGINEERING. It CONNECTIONS DESIGNED AND SUPPLIED BY OTHERS ry 1 —4° upset=1/4' heel=41/16' SQUARE CUT END 2 a 4 Top Chord WALL HEIGHT 8'-1" END DETAIL: SUITE #2 12 5.00 f V-4" upsets/4" heel=4 1/16' SQUARE CUT END 2 x 4 fop Chord WALI HEIGHT 8'-1" END DETAIL: MASTER BEDROOM 1'-4" upset=l/a' Heel=41116" SQUARE CUT END 2 x 4 Top Chord WALL HEIGHT VARIES TYPICAL END DETAIL FABRICATION AGRELINENT - TRUSSES CANNOT BE STARTED UNTIL THIS AGREEMENT IS SIGNED S RETURNED The legal description of the property where the trusses will he Installed Is: Tha undersigned acknowledges and agrees: ' t. Trusses will be made In strict accordance with this truss placement diagram layout, which is the sole authority for determining successful fabrication of the trusses, 2. All dimensions In this layout have been verified by the undersigned. .5. Unless written notice Is provided by ceNfied mall to Chambers Truss within tan (10) days of delivery the undersigned agrees that no backchargea will be allowed. In the event such written notice Is furnished Chambers Truss shall have three (3) bu°S�ness days In which ' to begin repairs required, or to substitute other trusses, at Chambers option. 4; The undersigned acknowledges receipt of "SCSI 1-03'summary sheet by TPI & WTCA. 5, Delivery Is to Job she. It Is the buyer's responsibility to make the job site suitable for delivery. Chambers Truss hoe the sole authority to determine the suitability of the Job alto are portion of the Job she for delivery. Chambers Truss will be responsible for dump delivery only. The boyar Is responsible for additional delivery expanses if Chambers Truss has to redeliver because Job site is not prepared for delivery or buyer Is not prepared for delivery of vases. Buyer Is responsible to Chambers Truss for towing costs due to site wndldons. ;! 6: Pdca as shown In paragraph 7 below Is subject to change 8 any changes are, made In this layout. A $50 per hour fee for revisions maybe charged by Chambers Truss. - `�7,.Thle Is a PURCHASE ORDER to Chambers,Truss of the sum agreed to, or ifnC'. 8graehtent a reasonable price. Invoice will be made on delivery and paid within terms of net on^ddllvery. Invoice may be made at scheduled date of delivery If buyer cannot accept 'delivery of fabricated trusses. The undersigned agrees to pay Chambers Truss reasonable ettomey's fee for collections In event of payment not timely made. 1-1/2 °h, per month service charge will be added for all sums not paid within terms, . 8. Signature or Initials anywhere on this sheet constitutes agreement to all terms herein. g. In consideration of Chambers Truss extending credit for this materiel the undersigned unconditionally guarantees payment when due of any and all Indebtedness awed to Chambers Truss by any entity receiving materiel and the undersigned agrees to pay such Indebtedness Including attorneys teas, If default In payment for material be made by the redplent. `• ` 10. In the event of any litigation concerning this agreement, the Items furnished hereunder or payments referred to herein, the. parties agree that the sole venue for any such action will be Saint Lurie County, Florida.' -,. '�1 t. Design responsibilities ere per "'National Standard And Recommended Guldellnea On Responsibilities For Construction Using Metal Plate Connected Wood Trusses �ANSI/rPINJTCA 4 - 2002"' DATED -�! e. SIGNED " POR TRLE /►sp,eader bar may ba tegt�laa par"ecsl l-03" to peuent Wwy & darttaga• 'INultlple ply trusses must be fastened together per engineering °�teftire they are set, failure to do so can result In roof collapse. �'gniporery and permanent bracing are required and can save life 1:, and property and Is the rtisponslbillty of the truss erector. Study the contents of the Information packet Included on delive before setting trusses. ',t� n,ttstbes�and braced P��Bn b P�+Katl+aY&darrtage. Trusses must be set plumb and square Do not Set bunks or stack of plywood, roofing material or any other Concentrated loads on trusses, this can cause collapse. OT SET TRUSSES USING THIS LAYOUT DO IV -USE LAYOUT DELIVERED NTH TRUSSES TO SET TRUSSES CHAMBERS TRUSS INC - - 3105 Oleander Avenue ' Fort Pierce; Florida 34982-8423 I - 800-551-5932 Ir' '. +' FortPlarce 772-465-2072 Fax 772.4ti5.8711 I Vero Beach 772569.2012 Stuart 772.233�302 K � Web Site: CHAMBERSTRUSS.COM 92.0/93.2 MITEK 4.2 DESIGN CRITERIA ,,. County SAINT LUCIE +, Building Department ST LUCIE COUNTY Wind Design Criteria ASCE 7-2010 Wind Design Method Main Wind Force Resisting Roofing Material Shingle or Shake Loading in PSF Roof R.D.L. Top Chord Live 20 Top Chord Dead 7 4.2 Bottom Chord Live 10 Non -Concurrent Bottom Chord Dead 10 3 TOTAL Load 37 7.2 Duration Factor 1.25 Wind Speed 165mph -Top Chord C.B. Sheeting by builder. Bottom Chord C.B. Sheeting by builder. Highest Mean Height 13'-0" Building Type ENCLOSED Building Category II:Non Restrictive Exposure Category C Barrier Island No Conforms to FBC 2014 51 TRUSS DRAWINGS ARE ATTACHED TO LAYOUT I<.u.L.=nesTralnlnQ ueaa t_oaa L:.Ls.=aronnnuous tsraan Verify DESIGN CRITERIA shown above with the building department and your engineer. Design Criteria is the responsibility of the Buildin Designer and/or Engineer of Record. Chambers Truss Inc. Drawing Name: 13795 Scale: 3/16 = 1' 175 total trusses, 51 different trusses. MI 4: RLC ACAD: RLC Reviewed BY: Date: 09/22/16 FOR PAUL WELCH INC. JC &SONS MECH-ELECT-CIVILENG. 1984 BILTMORE ST. #114 PORT SAINT LUCIE, FL 34984 DESCRIPTION: PAUL WELCH R.E. FLA REG N0.29945 4735 SELVITZ PAGE 1 of 1 CUSTOMER INITIALS EACH PAGE 73795 OCT 2 8 2016