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1837 OCEAN GROVE DR HOUSE PLANS P sr M..,..:.Narrese rv ,a! .vwMYV'N,M\YH.�""s FILE COPY 1 A 400 A301 r� 2 ` 5P Duct Sized per ASHRAE Standards 3P° Friction Loss = CSS Duct Sized per ASHRAE Standards 3"7"(�1^1 Static = , -2 Friction Loss = ' ----Total CFMs = f�qa --Static = f Z 32:-3.. 2 6° Duct Sizes shown in Area X Length Total CF Ms = I TEL = � 1T.3" 45 17 Duct Sizes shown in Area X Length C = CFM on Drawing —TEL = 10,V1C!L g._a,^ C 3•.0„ C/L 4'-7,: C/L 12 C = CFM on Drawing I ENTERTAINMEN CENTER A ROOF BELOW co V v C/L m OG 0 O 4n+ J J CIL h' _ f}a `,e1f,'.h xT, : 4N4 j CD or cp -- .-C/L •. > I I I I I I I � I I I crL ENTERTAINMENT RO JW OFFICE i , /f CEJ o B HVA STAIR I �L ,a ,+ D G h W , x _ `L, I� L a] I I I I I I I CIL CIL A/// I 45 _ r - Q �QXl6 ILIX2 LL /L Q C E. • a- B ;� 5' U. 007 C __.-- CAN TO ROOFTERIORCe M 008 .DRAT E N ^e\ m a A 300 42" HIGH RAILINGS. .� CIL. SEE ELEVATIONS AND - J��` j D SECTION DRAWINGS CIL;• ' ���� 00 BATH #2 r :. BEDROOM 3 B 002 BED M #2 c/L 2 'DRAIN. : i 005 Its: B CIL. — N B N - CIIL D Aao\\�ROOF TERRACE 3 BATH #3 li a a (EXTERIOR) i !;` O C,L 008 OB 2'SI (7 = A i& e.., M. ".•V.�;'��. a .. .. . ,. O21t_3„ G1L g'- I DECK LIGFI'iING 5' 0" 1" 3'-0" 14'-1" CIL ROOF BELOW Z 6" 42`_6" 2,_g,: 6'-2.. 66'_0" ROOF BELOW i SECOND FLOOR, 1/4" = 1'-0" 1 lj A aa1 z A 300 WALL LEGEND WALL TYPE A-2x6 WOOD STUDS (n 16" �-Q-'�'�' ''] WALL TYPE D-8" EXPOSED O.C. W/STUCCO FINISH ON EXTERIOR K u X X Xl WALL, STACK BOND COURSII AND 1/2" GWB ON INTERIOR WALL TYPE E-2x6 WOOD ST WALL TYPE B-2x4 WOOD STUDS @ O.C. W/PAINTED HARDI-LAP © 24"O.G. W/ 1/2"GWB BOTH SIDES EXTERIOR AND 1/2"GWB ON Graphic Scale', 1 inch =4 feet ® WALL TYPE C-2x4 WOOD STUDS @ 24"O.C. W/1/2"GWB BOTH SIDES, 8'-0" H. 0 4' NORTH I p 'w l + , IFIL A 301 t � A 401 0 1 A 400 7i 7 _ - CIL 49'-9.. 6._6.. CIL 8, 5" C/L ALIGN I CA� 30 O 1 S. :� ..,Y,.h v,.,k{k " m I y/ T_9, C/L V Xis- e �, e i E B I I I CIL �� t.- _ oc * z N ER CLOS T o MASTER BEDROOM - �- MASTER BATH c/L � i CIL a z fl 2 4' ------ -------- -- -------- E A 401 u _ B (ART) t t (ARr) v t tto �/� . - CIL 003 1 002 P n FEATURE WALL WI N 011 STONE VENEER TO _ __ So MATCH ENTRY AND - = 5'_6° 2„ ---5` 5 ---- ---- 11"----- ---------- -- -- 3. 11777 _9„ 3'_7„ 2'_5" 77 ------- COLUMNS rj0�/ FOYER 1 01 E J P L, HALL O 22'-4" x I 4,. 1 -3' T-11" I i ENTRY POOL -------------- 7 -- ------ DECK � T^ — `'I ry B — z OOfi! D o a - NANA WALL, OR - b' 0 o EURO WALL CLASLu PARTITION w w Q GREAT ROOMz a 177 Lu -r__ 2'_a" I I z 2 CIL 0'_a,. CIL 10„ CIL \� � � w - -- uJ ° 010 A301 4'-10" LLL11 zv ❑ av o GARAGE 11110 00 7777 005 A F 6�Wo N 7/776 lip G C 777 CIL y p� � ��� N GUEST ROOM a D01 OO cIL� B �G l—J� °W ��j CI I 5' a" 4'_g^ 010 3 -5 6 0 3' 6' IS CIL GUEST$A i KITCHEN 'EcCIL • Co r N G ` d �t D ' r O Oi O 2 0 1 4 2 0 1 4 2 0 1 4 22'_3" 7'-6., T-4" - - CIL CIL C/L M. M.O. M.O. 13'- 10" 2'-8" T-5" 4'-8 2 6 421-8„ 83'-5" u: FIRST FLOOR, 114" = 1'-0" 2 A 300 ` WALL LEGEND WALL TYPE A-2x6 WOOD STUDS ( 16" WALL TYPE D-8"EXP " �, + O.C. W1 STUCCO FINISH ON EXTERIOR ® WALL, STACK BOND C AND 112"GWB ON INTERIOR WALL TYPE E-2x6 W( WALL TYPE B-2x4 WOOD STUDS O.C.W1 PAINTED HAR 24"O.C.W/ 1/2" GWB BOTH SIDES EXTERIOR AND 1/2"G I WALL TYPE C-2x4 WOOD STUDS (u-D GraphicScale: l inch =4feet 24"O.C.WI 112"GWB BOTH SIDES, 8'-0"H. 0 4 8' 12' 16' NORTH All ct1s for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. LoaolntG cRtTERIa rpTop Chord Live.Load 0 Top Chord DeadLoad 10 Bottom Chord Live Load 0 Bottom Chord Dead Load j10 p.s:f.! Total Load 40. 5 13.81 Duration Factor 1.25 1.00 Building Code OBC 2010 RES - 3-Oj 4-00 3-04-00 wind Standard ASCE 7-10 —� Wind Speed 130 m.p.h. Wind Usage RES. CAT II - Building Exposure D Q �c Building Type Closed 0 1 H FB 2 NOTE i -- — -- — -- It is the resporlsibliy of the bulldirg calgner or architect to Nemvide an appropriate connection for trusses to supporting (714g O i structure per reactions shown on truss engineering.Speolal 1 Q d i considerations for mechanical squipment amen,plumbing lass j i -2 their connections)In truss space must be dlagrammetl by the lr _ P builderan appmved truss layout prior to febrecton. I i If 1 J 01 Manning BmlWng supplies is a tress manufacturer whose nemon onflales are tinned to those described in iVTCA 1-1995 (sections 6 0 and Z0).Accorllrgly,it disclaims any responslbNtieo for Me the construction design,drawings, l i.G =s-•• Ty dpouments inchdoW the.instelladon and bracini of Mosses II TJ02 92 TJ02 I� ma as retlb Marini bell SU ies. I s ; ��P" I Warning: f 4 Can Mional Naming,erection and/or permanent brecug is not r ____ �. Me responsibility of Me toss deli rs,plate mamehacMsr,or I Q -- A to TJ03 � _ 1__. - TJ03 i uss manufacturer Perso egamWngaction a.cautionedwhich t. I TJ 03 �_ TJ03 1 1.0 O seek professional t prem regatdlrg erection inadng which is r always regwred to prevent toppling and dominating during r I erection,and permanent bracing which may be required in specific applicffilon..See"aha ing wood brogues commentary i6 `" Tis, i Co ��' and recommeMatlons(3CS1103)for former information. 11 TJ02 tS TJ02 i Mem shall beinstalled ina trophy and plumb nchorb Where no sheathing is aped a specified pecyto no fop and/or bottom dross they hall al brscztl dl pec f d on the en .during i election Tresses shall be pe or tl with sea Doable care during erection ro Prevent damage or Personal aVuN. i TJ 01 --TJO-1-�-- ) FILE COPY " FB12 17-10-00 ' ATTENTIO -J1 Approval of this Vuss layout is nececsary b f}�je tion can WALLS ARE 81 � 1 Orr begin Verdy scene pitches,overhang;ere bearing conditions Acceptance of sM1ie layout assure Dreg responsibility.The trusses will be built In accoNance with this layout. Approved By:__ Dare: — — Manning Building Supplies, INC. 11155cPhilips Parkway 156 E Jacksonville,lie,rk 32259 Phone:(994)268-U2 (fins Fax:(904)260.2981 NNNN.M5S-CORP.COM JAXT.......S-CCRP.COM Customer' _---1 'Aria Homes,Inc. eb aName: id Residence o�be, 1837 Ocean Grove Drive Atlantic Beach,FL/ Scale: ata.' rewn By -Job Number --_ FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 15638....BLUELINX ON-CENTER-LVL 15354...BLUELINX ON-CENTER BLWOIST 15432.... BLUELINXON-0ENTERRIMBOARD 16432 N.T:S. 1zrz2nb14 K !J140482 -I All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRITERIA .Roof Floor Top Chord Live Load 0 0 p.s.f. Top Chord Dead toatl 10 10 p.s.f.. _ 24-04-00- _ 25-05-00 _3-09-00 Bottom Chord Live Load p.s.f. - _ - --` Bottom Chord Dead Load 110 p.s.f. ' 5-00-00 ' TotalLoad [0 75 p.s.f. o FB04 Duration Factor 1.25 1.00 ✓� ' - SF25(10) _�. . c FB05 P �1¢ ¢ - ci a -- `�T -� _N - -- Building Code FBC 2010 RES J01A I [' )' ' aLLi !; o o Wind Standard ASCE 7-10 __ IJ03A 1 i� ! II # J02I,� �.. Wind Speed . 130 m.p.h. I - ff m �iJo5 >9 124' O. z r. m g Wind Usage RES. CAT 11 KXXXXXXX XXX T'e--"' J03 o J06 g 1 € Building Exposure D IE _ ! LL 1 ! IJ07 ', MauLat i t J0411 Building Type Closed NOTE f0 It is the reaponsibihty a1 Me bwlding designer or amhitet to stolid,an .anCson tsupporting par heater. oNsBspecial �N„ esionhme or mechanical I tr F ti Q oonfhil ce meet be chashe end!by(antl. p� rp their ronnechprrs)m fuss space must be dagemmed by the bu9tler an approved truss.layout prior to fabdeaton O O -^•• -----�- o - O Manning Buildng Supplies is a truss manufacturer whose I jr r 4s .�..e (p 24 D. III : responsibfflise are limited a those described in 1VTCA 1-1995 'Zi ^^ a e r' I xhz6 (e tions 6.0 and 7.0).Aeemdrnglg It disclaims any O M U. i _ I IeMa _._.wm. o fN ,....._... _....- - P e "'-' `""' SF03 res onsibrMiea her Me the construction Malign, ,"'° """'� p.- � I : _ � � - -- --- ---- tlocumenfs inducting the msallatron antl bresing of pusses O gma. ffiM -a LL r - - "� II manu2cfured Dv Mannin8 Builrb'ng Supdies. ..... .c - .. ... 01 Hatch Le rid � I o""'� o Warning: o ISI^^ ly p Q Conventionallmming.erection andbr permanent missing is no[ 1p2'pw LLSu. 0-._Ill. LL SII *�'�,.• •- N...• -e$3N»gym �r•�� FI)2(3) mMe responsrNlity of fha truss tlesi9nar,Plate man laturer,or V'V" ALLV ~ ' ~ ~ -}3- m fess manssional a PaSongarding Ilion a2 cauhach is0 B 0 Is � » E LL 2 seek professional advice regarding enation bracing which is always required to prevent toppling and tlominoing during $F14A 1I7� T a >9 A to A d R B erection;and permanent bmung which may be required in 10'W LLS } _„,"""'„",,,, „, • �€ _ _ spatfle applications,See"Bussing wood trusses comm ismy . a....l \ t ' ” 1 � r cowana and recommentlahons(BCS1143)nor further transience. W I IUU xruzs SF12 TuzS Theses shall be installed In a straight and Plumb position. Where no sheathing is sursed diiectly to the top amber bottom - O ,.,„.m„„, II I chores,they had be breced as specified on the engineered SF15(6) O 12, xruu xmzs O $F11 design.Trusses shah be handled Win reasonable care during merection a Prevent damage brpersonal rpryry y ha».�....®..,.... ...n PP by x zs xhm „ A rovedIshe anchor bulider. tSF10'.. 7 LL O -,�o FLOOR TRUSS Oi LL _ _) LL ..) __....- y. 3112"Ribbon Z- 12 SFO U xiuze Nisch. c' o J 14 o SF1 2 O m o f O a4.. :3 xruss $F08 xnr ... O Ire � __ J02C xiuzs ,..... � xnw 1 I 24'i O.0 N xh�•' SF07 xruze ;, o' 5.5" F+7*)'--'- - t � I e-......v., xray - il-. , 4 �I`g° - umss r. . xruss M 03C '3,4. . xausaez SF18 II _y,L £ �� 1 T 9F06 - .i N _ of Ire i''j'd J08 2iR (2 2 a - - = iuzs ! ---_.ir -__- Typical Truss IEnd r roe ATTENTION q3q3 S Approval of this truss layout is necessary before fabrication can 036 ( y t l Y� pW C' Ansi begin Verify spans,pitches,overhangs,elevations art bearing bdbd tt conditicns.Acceptance of this layout assumes total 02C t 3 i SF05(5) N '�i responsibility The trusses will be built in accordance with this ic g f R. I P,..Hiuw layout. - ' Iw �w f - d01C 24" O.0 I � j I APvroved By: _ L _d f :ALL ..-..,. _ HTuz6 ^i Data: d _ 3 .O °`�LG1 _ N — " Manning Building Q 6-® SF19(7) LL SF20(9) SF21(2) Supplies, INC. p y ------------------ _ ___ _____� 11155 Philips Parkway Dc E. 00 Jacksonville FL 32256 0 N Phone{04)2618-6225 47-09-08 4-05-08 �'. 25-03-00 5-11-00 iM MBa1260-zg61 W✓WJMaMBSO O.COM JAXTRUBS®MBSCORP COM Cus[omec ------- ria Homes,Inc. ab Name: mrsud Residence LovBIWSubdiv - _...-_. 11837 Ocean Grove Drive Atlantic Bead Sea FLORIDA PRODUCT APPROVAL CODES: Wfe: 2-By ob Numbac : MITEK PLATES 15638....BLUELINX ON-CENTER-LVL 15354...BLUELINX ON-CENTER BLI-JOIST 15432....BLUELINX ON-CENTER RIMBOARD 15432 lzrzzlzola _ N.T.S. K J140482 TERIA All claims for error or defective material must be made within 5 days of receipt of goods and prior to installation. Otherwise, said claim will be denied. LOADING CRI Roof Floor �p Chord Live Load 0 0 p sf. 5-01-08 Top Chord Dead Load 10 107 p s.ff Bottom Chord Live Load ps.f. o Bottom Chord Dead Load 10 p.s.f. 4 5-06-08 Total Load 0 R5 p.s.f. UT02(7) FB09 Duration Factor 1.25 1.00 m w n O Lo v `� - 2� 0 I Building Code FBC 2010 RES o fi Wind Standard ASCE 7-10 - tlT27 UJ17 �o Wind Speed 130m.p.h. - 1 I LJ j 2-0 -00 Wind Usage RES. CAT II ` '( JI i u 1-1 -00 UT28 � g _ 1� till . �UJ18 i�4= o Building Exposure D UT29 ,1 ( J; l s I Building Type Closed 1 UJ19 11 UT30 16' 9 C. �; r , I 13-10-00 NOTE UT31 rt_�, Rouszsz UT34 �UJ20 ; git 18 re,or I ` ProWP'e ansappmprlate mnnec[io fm f ass fe uPP ne E, 1 �µ O - ------ suddaps per reactions shown on truss engineering.Special AAA p� b cnnslderagona for mechanical equipment and/or Plumbing(aM their connections)in truss specs must be tlfagrammetl by the 4 z UT2612) ,� 00 builder an apProvetl truss layout Pnor to febncaton. U-(3'z(5) L t a [ 6_ — 1 Manning BuiMirg Suppllee is a tmss manulacTurer whose _= - - - - 11-01-08 O e ponsibilites a e limited o those de c bed in W CA/-1985 CJ 9 r: q (sections b.0 and].0).AdopNrngry,it disdaims any r % b 1 M g) re,pa sibifves for the the construction design,dreuvngs, 1 k l 1 F rr @ BM5 documents including the Installation and bracing Pf trusses 4. f 1 I R I "6 m ufacfured by Manning Bugdln SuPPlim Warning: — — `< d ConvaMionai ham mg,erection anWor pertnananf bracing is nal 1 r — -- -- - Me msponsMbty of the truss designer,plate manufaciurer,or 1 UJ05 ' 8-02-00 truss manufaofurar persons erecting busses are cautioned to seek professional adyrce regardng eradian bracing wMch la l asset, p UJD4 e.�„ "° ^§ E t erect so .and ptl to Prevent f shg yt and dey be r quireal y ,aT and et to bracin wMch ma be requlrad in 'p IUJ03 f J T (5 anddodupersions.(BCSmurg wood frussescomfitui. 16" O.C. and re oro ne dotions(SCSI 1-03)far further info oration. Cb g: I r ;" -I ' / Trusses shall be installed in ale and plumb Position. m Where no sheath'ng is appiietl direcgy fa HreYop andbr bottom chords66fi d deslgn�Tmssas ll be bisroed as shall be nandledP tb reasonedfied an able during —I O eresia to Prayeadamage.rpixodulmpN. Jul^ tFB06 6 4 Q I e✓ O __ 4 N ALL WALLS ARE o a 10' - 1 1/8" a E i I ATTENTION 9 Approval of ins truss layout is necessary before fabrication can 1 3 16e O C. � beg, VerRy spans pdches overM1angs,elevations and beanng E coiMitions.Acceptance of this layout assumes botal 9 I. responsibility.The trusses will be built ih emortlance with this d @ - IaYout. 9 Ap,hp,iied By 1-1 -00 f. I � - - --'- _- ---_ -- - —a m Data: - � uT17(26) � � � r- manning Building > > > Supplies, INC. 11155 Philips Parkway Dc E. 0 42-10-00 � Jacksorrvi8e,FL s2zs5 -- --- -'- - —� Phone:(804)28&8225 N fins Fax:(804)280-2981 CJ NNJW.MBS ORP.COM JAXTRUSS—M85-0ORP.COM sromec H e Homes,Inc. 8 hepato Residence oNBIWSub Iv 1837 Ocean Grove Drive Atlantic Beach,FL// cele: Tpsre:�(prawn By ob Number 1 1211 22r20t4 FLORIDA PRODUCT APPROVAL CODES: MITEK PLATES 16638....BLUELINX ON 15354...BLUELINX ON-CENTER BLIJOIST 15432....BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. KIK 140482 DESIGN CRITERIA DE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE A A C SCHEDULE 2010 FLORIDA BUILDING CODE - RESIDENTIAL ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. WOOD MEMBER FASTENING DESIGN LOADS: ACTUAL AND UNIFORM INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. ROOF CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS LOCATION CONNECTION FASTENER INSTALLATION MANUAL." AND THEMANUFACTURER'S REQUIREMENTS. STANDING SEAM Lou Pontigo and ROOF LOADING 20 psf ALL CONCRETE REINFORCEMENT SHALL BE DETAILED FABRICATED, LABELED, SUPPORTED Associates, Inc. 20 psf METAL ROOFS SHALL COMPLY WITH STM CONTRACTOR AND BE INSTALLED ACCORDING TO THE AND SPACED IN FORMS AND SECURED IN PLACE IN ACCORDANCE WITH THE CEILING JOIST LAPS OVER (3)16d TOP CHORD LIVE LOAD 7 psf ASPHALT SHINGLES) MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PARTITIONS FACE NAIL 420 Osceola Avenue TOP CHORD DEAD LOAD p ( PROCEDURES AND REQUIREMENTS OUTLINED IN THE LATEST EDITION OF THE 'MANUAL OF (4)GUN NAIL BOTTOM CHORD LIVE LOAD - 10 psf DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. ( ) Jax. Beach, Florida 32250 STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. BOTTOM CHORD DEAD LOAD 5 psf (3)1 Od Pk 2 A#83 8 Fax. A#35 9 TIMBER FRAMED BEARING WALL NOT S: BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. FL: T A#8344 YOU COM COMMENTS 1. DOUBLE TOP PLATES AND SILL PATES SHALL BE SYP#2. COLLAR TIE TO RAFTER FACE NAIL FLOOR. (3)GUN NAIL CONTACT HS WITH YOUR COMMENTS 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL BE P.T. ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION ( ) COMMENTS LP A.COM FLOOR LOADING (cd=1.00) 3. SILL PLATE ANCHORS -Yz"x6" EPDXY ANCHORS ® 24" O.C. MAX OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. � 3 8d ��.. ( ) o^ TOP CHORD LIVE LOAD 40 psf STRUC URAL PLANS. S P 4. STUD SIZE & GRA DE PER TOP CHORD DEAD LOAD 20 psf 5: MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. RAFTER TO PLATE TOENAIL 4' LAPPED TWO 2 MESH PANELS AND TIED SECURELY. `� � L�CEyS 0 ' ALL WELDED WIRE FABRIC SHALL BEL F , ( ) 3 GUN NAIL V BOTTOM CHORD LIVE LOAD O psf 6. USE SPF#2 OR BETTER FOR ALL ALES IN THESE PLANS, U.O.N. '� BOTTOM CHORD DEAD LOAD 5 psf WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. ' P 7. SPACE STUDS AT 24" O.C. IN N0 -LOAD BEARING WALLS. (3)10d 1� % " a;�.1461 •, � 8. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 48" O.C. A TOENAIL s o DEFLECTION CRITERIA: FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWISE ON PLAN. z MINIMUM OF THREE (3) SUPPORT BARS AND THREE (3) INDIVIDUAL CHAIRS FOR EACH (4)GUN NAIL 9® �, � OF :• ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 SUPPORT BAR SHALL BE PROVIDED FOR TOP BARS. JACK RAFTER TO HIP ' 'tF '° OIgP,.•"°.��w� FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 WOOD FRAMING SPECIFICATIONS: (2)16d `�>� N��� N WIND LOADING: EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITH SUPPORT' BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN 1'-6" ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. THE GRADE BY SUCH COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS PAST OUTERMOST CHAIR OR SUPPORT BAR. FACE NAIL r "' DEAD LOAD CONDITION OF '5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. IS TO ESTABLISH LUMBER GRADES. (3)GUN NAIL Christopher ) 71461 in PE ' FL PE#71461 REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL CONCRETE SLABS ON GRADE: ROOF RAFTER TO 2 PLY (2)16d TOENAIL OR MILL SIZED AND ( ) ROOF TED OTHERWISE SHALL BE REVISIONS DATE WITH Y NO RETARDER JOINTS BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED ALL LUMBER, EXCEPT WHERE SPECIE CALL SHALL BE INSTALLED OVER MINIMUM 10 MIL POLYETHYLENE VAPOR R R WITH RIDGE BEAM FACE NAIL PORC UP AND DEAD LOAD. STRAIGHT STOCK FREE FROM WAR WITH APP (3)GUN .NAIL WHEN COMBINED w 4 SIDES ALL SHALL BE LAPPED 6 AND SEALED OVER CLEAN COMPACTED EARTH OR FILL WI ROVED LIVE LOADS. SHALL BE MULTIPLIED BY 0.75 / SURFACED ON O LA ( ) SINGLE LENGTH PIECES. SPLICES WIL NOT BE PERMITTED EXCEPT WHERE SPECIFICALLY SO CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. BASIC WIND SPEED (ASCE 7-10) -------------- 130 DETAILED OR AS DIRECTED BY THE ENGINEER. (3)16d IMPORTANCE FACTOR ------------- ------- 1.00 SAWCUTS (FOR SLABS ON GRADE): JOIST TO BAND JOIST FACE NAIL ------------- ROUGH HARDWARE, JOIST HANGERS, STRAPS, HOEDOWNS, ETC. SHALL BE MANUFACTURED FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 16'x16' GRID WITHIN 12 (4)GUN NAIL MEAN ROOF HEIGHT 25.0 FT BY "SIMPSONS" COMPANY OR APPROVED EQUAL. THE MAXIMUM SIZE AND NUMBER OF ______ HOURS OF CONCRETE PLACEMENT PROVIDE SAWCUTS THROUGH OUT SLAB AND WHERE , ROOF PITCH ----- ---- ---- -- VARIES FASTENERS SPECIFIED BY THE MANUFACTURER SHALL BE USED UNLESS NOTED OTHERWISE. SHOWN ON FOUNDATION PLAN S1.O. CALL EOR FOR ALTERNATIVE METHODS. (3)8d BUILDING CATEGORY ----- -------- -------- U BLOCKING BETWEEN JOISTS OR FIELD ALTERATION --_-- BLOCKING AND FIRESTOPPING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF RAFTERS TO TOP PLATE END NAIL _________________ FOUNDATIONS: (3)GUN NAIL CONTRACTOR SHALL CONTACT LOU 'PONTIGO fi ASSOCIATES AL HELD O .EXPOSURE CATEGORY FINISH. SUCH AS BULKHEADS AND BUCKS. PROVIDE FIREBLOCKING TO CUT OFF .ALL GEOTECHNICAL DATA AND RECOMMENDATIONS HAVE BEEN PROVIDED BY TIMOTHY R. WHEELER D MAgNG ANY STRUCTURAL FlELD ENCLOSURE CLASSIFICATION ------- ------ ENCLOSED CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, BETWEEN CEILING AND P.E. FL 42802 OF AGES OF JAX, INC., REPORT NO. 001, REPORT DATED FEBRUARY 28, 8d ® 6"O.C. MOM THE INTENFICATIONS T OFTICH MAY VARY ( # ) RIM JOIST TO TOP PLATE TOENAIL FROM OF THE ORIGINAL ---- FLOOR AREAS (AS REQUIRED BY BUILDING OFFICAL AND ARCHITECT). 2013. BASED ON THEIR RECOMMENDATIONS, THE FOLLOWING FOUNDATION SYSTEM WILL= BE O ELDALTERNO IONS MADE INTERNAL PRESSURE COEFFICIENT ------ --- t ,1g ) (3)GUN NAIL ® 6"O.C. p FIELD ALTERNATIONS MADE PRIOR TO USED: BEING APPROVED ENLOU ULT IN fr PRESSURES BOLTS (IF APPLICABLE) SHALL BEI STALLED IN HOLES BORED WITH A BIT 1/16" LARGER TOP PLATES, LAPS AND (2)16d DDITIONALENGASSOCIATES VRERINGO COMPONENTS & CLADDING DESIGN PRE ADDITIONAL ENGINEERING OR THAN THE DIAMETER OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT ,SHALLOW STRIP & SPREAD' FOOTINGS W/ NET ALLOWABLE BEARING PRESSURE = 2,500 PSF INTERSECTIONS FACE NAIL NSPEcnoNFEEs STEEL WASHERS UNDER HEADS AND NUTS. NUTS SHALL BE PULLED TIGHT AND AGAIN N (3)GUN NAIL ® 6 O.C. TRIBUTARY INTERIOR: EDGE STRIP (PSF): CHECKED AND TIGHTENED JUST PRIOR TO ENCLOSING BOLTED MEMBERS. COUNTER BORE sf ZONE . PSF THEN FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION: FOR GENERAL FEATURES, (3)8d AREA ) - DRAWINGS AND ERE SO INDICATED ON THE D ( 'a' - 4'-6 ' FOR BOLTED .HEADS OR NUTS ONLY WH CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT 30.2 -40.5 TO SUFFICIENT DEPTH TO HOUSE THEBOLT HEAD OR NUT AND WASHER. CUT OFF SCALE FOOTING DIMENSIONS AND LOCATIONS FROM THE FOUNDATION PLAN SHOWN ON S1.0. CEILING JOISTS TO PLATE TOENAIL 10 +30.2 32.9 + EXCESSIVE BOLT PROJECTION WHERENECESSARY. NICK THREADS TO PREVENT LOOSENING. (5)GUN NAIL DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR 50 +27.1 -29.6 +27.1 -34.2 D ON THESE PLANS (U.O.N.), FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION PLAN. IF FOOTING SIZE OR (3)8d BE USED WHEN NAILING IS SPECIFIED ) COMMON NAILS SHOULD ( DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD EOR LOCATION IS NOT SUCH AS AT SHEARWALLS AND DIA HRAGMS. ALL OTHER NAILING MAY BE OF THE "BOX (EOR) JOIST TO SILL OR HEADER TOE NAIL 100 } 25.7 -28.2 +25.7 -31.2 OR SINKER TYPE. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING (2)GUN NAILS 2 BLIND OR IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL SUB FLOOR TO LOREDUC WIND PRESSURE VALUES (ASD). THE ABOVE INTS TRUE AND TIGHT AND WELL NAILED WITH SHALL BE 3 (2)16d U E ARE AL PRODUCE JO JOIST OR GIRDER FACE NAIL THE VALUES ABOVE GH CARPENTRY WILL PRO PROVIDE C ALL ROU O.C. OR ROD CHAIRS. PRO ID CONTINUITY OF CONTINUOUS �OOTINGS PROVIDE 4 Cc➢ 48 # WIND PRESSURES HAVE Uj BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE MEMBERS ASSEMBLED IN ACCORDAN E WITH THE DRAWINGS AND ALL PERTINENT BUILDING > METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED S SHORT STUDS TRIMMERS HEADERS OR OTHER REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING SOLE PLATE TO 16d � 16"O,C. - TYPICAL z STRESS DESIGN METHOD CODES. THE SHIMMING OF SILLS, JOIST CORNER BARS .MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN C JOIST. OR BLOCKING FACE FRAMING MEMBERS SHALL NOT BE ERMITTED. ALL WALLS AND PARTITIONS SHALL BE FORCING- WHERE PERMITTED SHALL BE 48 BAR DIAMETERS (3)GUN NAIL © 8 O.O. O E DESIGNED FOR BOTH REIN ALL B AL • COMPONENT & CLADDING WALL ELEMENTS SH STRAIGHT PLUMB AND ACCURATELY LOCATED. CAREFULLY SELECT ALL STRUCTURAL TABLE ABOVE. MINOR (2)16d` D NEGATIVE PRESSURES SHOWN iN PIECES SHALL BE SELECTED SO THAT KNOTS AND OBVIOUS POSITIVE AN MEMBERS. INDIVIDUAL STRUCTURAL FILL. DEFECTS WILL NOT INTERFERE WITH THE PLACING OF BOLTS, OR PROPER NAILING OR THE TOP PLATE TO STUD END NAIL 12 �./ LINEAR INTERPOLATION IS PERMISSIBLE: FOUNDATIONS PLACED ON COMPACTED STRUCTURAL FILL HAVE BEEN DESIGNED FOR A NET • MAKING OF SOUND CONNECTIONS. L MBER MAY BE REJECTED BY THE ENGINEER FOR ALLOWABLE BEARING PRESSURE OF 3,000 PSF. FILL TO BE COMPACTED TO 95% OF MAXIMUM (3)GUN NAIL 0 < dun EXCESSIVE WARP, TWIST, BOW OR CROOK, MILDEW, FUNGUS OR MOLD AS WELL AS FOR DENSITY AS DETERMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 8" THICK MAXIMUM & V 1 • PLUS = PRESSURE AND MINUS = SUCTION. IMPROPER GRADE MARKINGS, DEFECTS WHICH WILL RENDER A PIECE UNABLE TO SERVE UNDER THE DIRECT SUPERVISION OF A GEOTECHNICAL ENGINEER. FILL TO BE TESTED TO (4)8d ITS INTENDED FUNCTION SHALL BE ISCARDED. VERIFY COMPACTION AS REQUIRED BY THE GEOTECHNICAL ENGINEER AT THE FOLLOWING TOENAIL • Uj THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED (4)GUN NAIL W STRIP PRESSURES. "LVL" MEMBERS ARE INDICA ED ON THE PLANS AND SCHEDULES THEY SHALL BE INTERVALS: STUD TO SOLE PLATE . FOR EDGE WHERE I 2 Q MANUFACTURED BY TRUSS JOIST MACMILLAN OR BE AN APPROVED EQUAL PRODUCT. -AT ONE (1) LOCATION FOR EVERY 5,000 SF OF BUILDING AREA O16d • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE MEMBERS SHOWN ON THE PLANS AND SCHEDULES ARE DETERMINED FROM MANUFACTURER END NAIL w ( � C RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE SUPPLIED INFORMATION AND SHOULDBE REVIEWED FOR COMPLIANCE BY THE -AT 25% (1 ANY ISOLATED COLUMN FOOTING LOCATIONS (3)GUN NAIL V ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES MANUFACTURER'S CIVIL OR STRUCTURAL ENGINEER. LOADING INFORMATION MAY BE -AT ONE (1) LOCATION FOR EVERY 100 LINEAR FEET OF CONT. WALL FOOTING U TYPICAL FASTENERS PROVIDED UPON REQUEST. NOTCHES, HOLES OR CUTS SHOWN IN THE TYPICAL DETAILS TESTS FOR DEGREE OF COMPACTION SHALL BE DETERMINED BY THE ASTM D-1556 OR ASTM ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER MEMBER MODIFICATIONS ARE 3"x0.131"0 = GUN NAILS 2"x0.113"O = RINK SHANK 1�/2"x0.131"0 8dx11/2 " D-2922 TEST METHODS. OBSERVATION AND FIELD TESTS SHALL BE CARRIED ON DURING = t " = t °° = t •> O "x0.113" 6d 2 x0.131 0 8d 1 x0.148"O 10dx1 2 / / L NOTES Z GENERA TO BE APPROVED BY THE STRUCTURAL ENGINEER. i z �z Q FILL AND BACKFILL PLACEMENT BY THE GEOTECHNICAL ENGINEER TO ASSIST THE t MATERIAL SPECIFICATIONS CONTRACTOR IN OBTAINING THE REQUIRED DEGREE OF COMPACTION. IF LESS THAN 95 3"x0.148"0 = 10d 3 /p"xO.162' 0 = 16d ^ P Z ALL WOOD MEMBERS EXPOSED TO FATHER OR IN CONTACT WITH MASONRY, CONCRETE OR Q L.L ACCORDANCE WITH ASTM A 07 ADDITIONAL COMPACTION EFFORT SHALL ANCHOR BOLTS. & THREADED ROD: SHALL BE IN ACCO SOIL SHALL BE PRESSURE-TREATED PT LUMBER INDICATED IN SECTIONS PRESERVED WITH (U.O.N. IN SOILS REPORT) PERCENT IS INDICATED, OR ASTM F 1554 GRADE 36. SODIUM BORATE (DOT-DISODIUM OC ABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR BE MADE WITH ADJUSTMENT OF THE MOISTURE CONTENT AS REQUIRED COMPACTION IS SHOP DRAWINGS w WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). OBTAINED. NUTS: SHALL $E IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL DESIGN OF PRE-ENGINEERED SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS WHICH M �. T AL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR BE HOT DIPPED GALVANIZED. IF ACA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS MASONRY SPECIFICATIONS: ARE DESIGNED/ENGINEERED BY OTHERS IS THE SOLE RESPONSIBILITY OF THE DELEGATED 00 �L MET MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE SHALL BE STAINLESS STEEL. ENGINEER. SUBMITTALS OF SUCH SYSTEMS SHALL BE SEALED BY AN ENGINEER LICENSED SHALL BE GALVANIZED. CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05 GROUT SHALL BE IN ACCORDANCE WITH . RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS, ER ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM IN THE PROJECT STATE REVIEW OF SUBMITTALS BY THESTRUCTURAL SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /4" LARGER THAN REB, METAL CON ECTORS AND FASTENERS EXPOSED METAL STRAPS AND MANGERS SHALL BE GALVANIZED G185 (1.85 OZ/FT"2) C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" ENGINEER SHALL BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WITH REGARD TO SIX AND '/e" LARGER THAN THREADED ROD SIZE. (U.O.N.) OR BETTER. TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N THE ARRANGEMENT AND SIZES OF MEMBERS SHOWN ON THE STRUCTURAL CONTRACT ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL MORTAR MAY BE USED IN BRICK VENEER. ARCHITECT SHALL BE RESPONSIBLE FOR THE DOCUMENTS AND THE DELEGATED ENGINEER INTERPRETATION OF THE DESIGN INFORMATION CARTRIDGE INSTALLATION ONLY): HANGER AND STRAPS INTALLED OVER ACQ OR ACZE PRESSURE TREATED LUMBER SHALL DESIGN OF ALL FLASHING. CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW INCLUDED IN THE CONTRACT DOCUMENTS. SUCH REVIEW BY THE STRUCTURAL ENGINEER USP CIA-GEL 7000 HIGH STRENGTH EPDXY. BE STAINLESS STEEL. LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM SHALL NOT IMPLY ANY RESPONSIBILITY FOR THE ACTUAL DESIGN OF SUCH SYSTEMS. SIMPSON 'SET' EPDXY. COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). GROUT ALL CELLS CONTAINING CONTRACTOR HAS FULL RESPONSIBILITY FOR DIMENSIONAL ACCURACY AND REINFORCING STEEL. SHALL BE ASTM A , 0 615 GRADE 6 ALL EXPOSED WOOD FASTENERS SH LL BE HOT DIPPED GALVANIZED TO MEET THE VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 CONFORMANCE WITH THE INFORMATION CONTAINED IN THE CONTRACT DOCUMENTS. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. SPECIFICATIONS OF ASTM153 OR BETTER. IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0 STRUCTURAL STEEL BOLTS: SHALL BE ASTM A325 PRE-ENGINEERED SYSTEMS SHALL INCLUDE WOOD FLOOR & ROOF SYSTEMS, ALUMINUM & WELDED WIRE FABRIC (WWF): SHALL BE ASTM 3185. FASTENERS INTALLED INTO ACQ OR ACZE PRESSURE TREATED LUMBER SHALL BE MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM GLASS WINDOWS, DOORS. SEE GENERAL NOTES FOR DESIGN_CRITERIA AND ADDITIONAL DESIGN STAINLESS STEEL. C90E E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL REQUIREMENTS. FOOTINGS, HOLDDOWNS,; FASTENERS, ETC. INDICATED WITHIN WHICH CONTRACTOR RESPONSIBILITIESTHE CONTRACTOR SHALL COORDINATE THE COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL SUPPORT A PRE-ENGINEERED ITEM ARE PRELIMINARY AND SUBJECT TO CHANGE AFTER CRITERIA CIVIL MECHANICAL, ELECTRICAL AND PLUMBING FOR SHEATHING SPECIFICATIONS: CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. REVIEW OF THE PRE-ENGINEERED SHOP DRAWINGS. THESE SHOP DRAWINGS SHALL ALSO ARCHITECTURAL, BE SUBMITTED TO THE BUILDING DEPT. AS A DEFERRED SUBMITTAL TO THE PERMIT AND LOCATION OF MISCELLANEOUS ITEMS (SUCH AS BENT PLATES, INSERTS, ETC.) ROOF - MIN.1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2Yz' RING SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS D CUMENTS AFFECTING STRUCTURAL WORK, LOCATION OF OPENINGS AND SLEEVES SHANK NAILS ® 6" O.C. DGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE BELOW FINISHED SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED_ GENERAL THROUGH THE STRUCTURE, SLAB DEPRESSIONS, FLOOR DRAINS, INSERTS, AND EDGE NAIL SPACING TO ' O.C. WITHIN 4'-0" OF ROOF EDGE). FULL HEIGHT WITH - #4 ® 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL DRAWINGS THE CONTRACTOR INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT INTERSECTIONS OF L DRAWING INDEX OTHER RELATED ITEMS WITH THE STRUCTURAL STRUCTURAL „ ELEMENTS BY INSTALLING CORNER BARS MINIMUM OF 40 BAR NOTES TED PERPENDICULAR MASONRY ELE AND ROOF MOUNTED � PE SHALL VERIFY ALL CONTRACT DOCUMENT FLOOR WALL - MIN. /,6 24/16, APA RATED OSB OR PLYWOOD SHEATHING, MECHANICAL EQUIPMENT WEIGHTS, FLOOR AND ROOF OPENING SIZES AND DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, SO.O DESIGN CRITERIA AND GENERAL NOTESNOT LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS- AS WELL AS FASTENED w/ 8d ® 6" C.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING DESEDRA DRAWINGS. ENS) N IJIS WITH LONG DIMENSION P RPENDICULAR TO THE STUDS. APA RATED PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16 ' O.C. VERTICALLY, (EVERY OTHER S1.0 FOUNDATION PLAN THESE DRAMNGS.LE D IF A DIMENSIOWITH ACTUAL EQUIPMENT PURCHASED. ARCHITECT/STRUCTURAL ENGINEER STRUCTURAL 1 SHEATHIN MAY BE INSTALLED VERTICAL. SEE PLAN FOR COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED UNCLEAR REFER TC THESHALL $E NOTLFIED OF ANY DISCREPANCY OR OMISSION. ARCHITEC URAL DRAWINGS o INCREASED NAILING REQUIREMENTS AT SHEARWALLS OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6". S2.0 FIRST FLOOR WALL FRAMING PLAN cavrAOTrHeeo.R S3.0 SECOND LEVEL TRUSS PLACEMENT PLAN PLAN NAME COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, FLOOR - 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NAIL WITH 10d COMMON CONCRETE MASONRY UNITS (CMU): S_4.0 SECOND FLOOR WALL FRAMING PLAN SHEPARD RESIDENCE MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS © 6" O.C. EDGE & FIELD CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING CMU TYPE ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY - ( )' S5.0 ROOF TRUSS PLACEMENT PLAN �Esiaivi�anwNicHECKE� CTURAL MAL WEIGHT WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI cs KJL LAP TRU DE 1 NOR CTS GRA N ARCHITECT/STRUCTURAL 1, , OR OMISSION. 1 S6.0 FOUNDATION DETAILS PORCH - /z GYPSUM (WATER PRO F) GREEN BOARD, W/ 5D COOLER NAILS C� 6" O:C. (F'M=1500 PSI). GROUT ALL CELLS CONTAINING. VERTICAL REINFORCEMENT IN 5'-O" DATE, ER OF CONDITIONS ENCOUNTERED EDGE & FIELD OR 3/ " R GREATER) OSB OR PLYWOOD, W/ 8D COMMON MAXIMUM LIFTS PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF S6.1 DETAILS Cyr. N GINE s 12-19-14 IN WRITING THE STRUCTURAL EN ( , „ NOTIFY - DETAILS. coNraoL No. „ MASONRY WHEN THE WALL HEIGHT EXCEEDS 5 0 . S6.2 iN THE FIELD CONTRADICTORY TO THOSE SHOWN IN THE STRUCTURAL NAILS 6 O.C. EDGE A D FIELD DOCUMENTS. S6.3 DETAILS assn S6.4 DETAILS12 ' rausstq. CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, S6.5 TOWER SECTION LPA NO. SEQUENCES, AND PROCEDURES OF CONSTRUCTION. S6.1 MISCELLANEOUS SECTIONS & DETAILS SHEP-14-00772 CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND S6.2 MISCELLANEOUS SECTIONS & DETAILS SAFETY OF ,ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. c SHEET CONTRACTOR HAS SOLE RESPONSIBILITY LITY TO COMPLY WITH ALL OSHA SAFETY ✓O .O REGULATIONS. SHEET 1 oF12 -p Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 24"x24" CMU PILASTER FL: CA#8344 SC: CA#3579 SEE 8/S6.0 'Z 10 2 CONTACT US WITH YOUR COMMENTS (2 PLACES) s6.0 s6.0 56.0 COMMENTS @ LP•A.COM I - - - - - - - - - - - - - - - - - - - - - - - - - - - - - LOI I I I ril � 16'-6" 56.0 Op bb P' En b - - LO r F3� I I ;�Q.Q! ! 5' p„ 14 -9 I L - - NAl ENS ,. 5'x5'x12" FOOTING, I 11 I I °° w/ 4-#5 EA. WAY I I I I I 5I I I Christopher 1 Sabourin PE ON BOTTOM U FL PE#71461 I I 4 I J - - -U PROVIDE 2-#4x4'-0" TO PAVERS BY I S6.o 5'x2Y2 x12" DEEP F TING W/ C RNER CRACK BARS I REVISIONS DATE OTHERS 2 I I I 6-#5 IN THE LONG D CTION T SLAB MID-DEPTH I CONCRETE STAIRS RS S6.o F. AND 3-#5 IN THE ORT BY BUILDER L J TION - - - I 56.0 F3.0 S6.0 u� J - - - I I I I I - - - - - - - - - - - - - - - - I -I I 6 FIELD ALTERATION -_--_ N J I STEP - - - - - - - - - - - - - -� -- �- ------------�__�!J -- ------- r CONTRACTOR SHALL CONTACT LOU I . PONTIGO Et YSELD 0' " " ( " F.F.E MAKING ANY F.F.E 21' 7" -75 -0F.F.E STEP -0'-4" I 6 FROM THE INTENT OF THE ORIGINAL F4.5 _L "La. ' 7» 4 0'-0» 2 CONSTRUCTION DOCUMENTS ANY II 56.0 56.0 I 2 FIELD ALTERNATIONS MADE PRIOR TO - -� ------ ---------------------- L_ ( IG0 IS S6.O BEING APPROVED MAY Y LOU IN I SIM ASSOCIATES MAY RESULT IN I ADDITIONAL ENGINEERING OR INSPECTION FEES. PAVERS BY I I � I r - I - - - - - - -- - - - - - � OTHERS 14" CONCRETE SLAB w/ I FIBERMESH Q 1.5 LBS/ U.YD. 2 OF CONCRETE OR 6x6 W1.4xW1.4 ss.o WWF ON 6MIL VAPOR EARRIER 1 ss.0 I S6.0 5'x3'x12" DEEP FOOTING I I IN PREPARED GRADE. I 5 w/ 4-#5 EA. WAY I I � _ 1 I I 56.0 0 ON BOTTOM 7-1 SLOPE I w 5'-0" I I I I 9 I PROVIDE SAW CUTS PER I I S6.0 U 2 r PROVIDE 2-#4x4 -0 3 S4.0 BUILDER TO56.0 o I CORNER CRACK BARS /_ COORDINATE WITH NI AT SLAB MID DEPTH FLOOR MATERIA " - I I 0 f UJ z2z12'-5" I STEP r 1 ❑ F_ - - - - - - - - - - - - - 2 I I I SAWCUT, LD I S6.o F2.5 F3.0 F - s6.o SSE I 3/54.0 S6.o W � -,� zLLj 2 I 1 II ° ° II r - - - - - - � I I F.F-E S6.0 - -N � 9 16'-8" I I I -10» - ° ° ovv I I I I 1, 4„ SLS 56.0 wU 5JlIiI S6.0 F.F.E I I S6.0 j1 I I o I CD 1 1 S6.0 ( S I Q N O S6 F3.0 _ I Ir z Q I- I L _ � � � L I - - - - - - - - - - - - I Ss.o Q - - - - - - - � nn UJ � oo = 2 1 ^ , w 2 10 v , S6.0 S6.0 S6.0 56.0 47'-81/4„ 4'-6y4" 25'-21/2" 77'-5" FOUNDATION FOUNDATION PLAN SCALE: Ya, = 1, 0„ PLAN DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 15 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME SHEPARD RESID FOOTING SCHEDULE AND NOTES ENCS DESIGN/DRAW N/CHECKED TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS KJL LAP F2.0 2'-0" 2'-0" P-0" 3-#5 EA. WAY BOL DATE F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. 12-19-14 F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. CONTROL NO. F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. 4393 F4.0 4-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. TRUSS ID. F4.5 4'-6° 4'-6" 1'-0" 4-#5 EA. WAY BOT. ' 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE LPA NO. NS CONDUITS ELECTRICAL EMBEDS, _ _ TURES DIMENSIONS, , FOUNDATION. FOR GENERAL CH. SHEP 14 00772 4' STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. SHEET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. S1 O 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 2 OF12 LLIPI Lou Pontigo and Associates, Inc. 420 Osceola Avenue )ax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL: CA# 8344 SC: CA#3579 24x24 CMU PILASTER CONTACT US WITH YOUR COMMENTS SEE 8/S4.0 SEE DETAIL SW NAILING: 8dO3"/6" COMMENTS@ LP A.COM (2 PLACES) 5/S6.3 (4)2x6 SYP#2 (3)2x12 POST (2)2x6-1/1 wcawwueaeon A®�o�Ae R / c �ry ® ® ,V18 �Vy4ji OSB WALL SIMPSON HTT5 _ ®' N9 G e SHEATHING I r _ w/ s/8>' THREADED ROD _• \\446j II EPDXIED 6" MIN. DOUBLE 2x6 SPF#2 C� 12" _� ? ST4� ° z STEEL BEAM " x p ,,� II (4)2x6 SYP#2 N FULL HEIGHT WALL •. N OP e N TO PIER SEE RUN SHEATHING UP I POST +�Ja°®.®R►pP .•»'°»Q .�$s o DETAIL 7/S6.0 FACE OF TRUSS TO N �_ I II _ BEAM ABOVE '' S/Q°•"..... .. A. N 1 TOP CHORD z I - - - - - - - - - - - J LJ m 11 = _ _ _ _ — _ _ _ _ _ _ _ \ Christop l "�}n+ " ourin PE > Q a I FL PE#71461 6 _J z III 2x7 1.8 �� i V) w PSLAPOSM Li III ® N REVISIONS DATE Z J m III m III 3 2x6 SPF 2 3 Z Q CL. III W - W U' N' SIMPSON HTT5 3 s >' 5 2x4 SY 2 III ¢ III (3)2x41 S P 2 Nom (2)2x10 56.5 w/ /s THREADED ROD ( � m POMP t> W W EPDXIED 6" MIN. (2)2x10-1/2 OST D 2 III g I W < HU210-2 FASTEN BEAM _ HANGER FIELD ALTERATION � ®.ENDS w/ MSTA24 X =--� 2x4' SPF#2 STUDS C� 12" 2x4 SPF 2 STUDS ® 12" �_ # ------ --------------- — ---------- ---zi — \ o STRAPS CP NRAC R HALL ESPwoRT U 5 2x4 SYP}�2 II �j - ( ) II O 1 MAKING ANY STRUCTURAL FIELD g II (4)2X6 POST SIMPSON HTT5 I III POST Illm o I X ROM THEINTENT OFTHE O VARr AL Q I / s/B" THREADED ROD 12x6 SPF#2 STUDS ® 12" III ¢ X I N COMTRUCTIONDOC ME TS. NYW ELD ALTERNATII O IS MADE TS.ANY� N FIELD ALTERNATIONS MADE PRIORTO mEPDXIED 6" MIN. I - V 12i a --- N v BEING APPROVED BY LOU POM7G06 ASSOCIATES Y RESULT IN J ( — BEAM ABOVE — — — — m ADDITIONAL ENGINEERING OR W — — — — — — — INSPECTION FEES. I bi >II 5Y2"x7" LSE III T.O.W. = 9'-9" - - DO PARALLAM VIII 2)2x10 all PSL POST b o_l BEAM mll I i Hill CSD ENDS w/ MSTA24 STRAPS STEEL BEAM FASTEN TOP (4)2X6 POST L--4_ wlll TO PIER SEE II r� I � Iil HANGER 2 MASONRY W ( � 1 OF WALL I I I 1i � HANGER J DETAIL 7/S6.0. PER 1F/S6:3 SIMPSON HTT5 I cv ( , II V II W/ 5/8" THREADED ROD ��- 0111 I EPDXIED 6 MIN. VIII 2-PLY 12" LVL-2/2 (2)2x6-1/1 = > O _ � JIII f W � FASTEN BEAM � � � Q (2)2x6-1/1 > I PLIES PER }III STRAP HEADER IIIM " ! 4/S6.1 CL r n — a 3Y2"x7 1.8E (4)2x6 SPF#2 HU410 I v ' ^ PER DETAIL 8/S6.1 2x4 SPF#2 IIIA PARALLAM PSL POST o I HANGER N V _ POST-\f< POST L W W a i OSB WAL o i- -BEAM" ABOVE I (2)2x6-1/1 = = 5-PLY 18" LVL (TOP OF BEAM 10'-0") W 00 D SHEATHI I HGUM7.00-SDS LTT20B I " " ow I I , BE M BEARS (ONLY 4 PL00 IES z AT BASE ® I FASTEN TOP 0 I __ —I— ® �' ON CMU WALLJW U J OF STUDS 00 WVALL PER DET I I FIT IN HANGER) Q z I 1/S6.3 I I I I MASONRY HANGER ( , r Q N 1 J I I I J I V r I I Q p I O a 1 I 1 z ~ z I 3 L----- tn I W SHEARWALL SHEATHING (2)2x6-1/1 (2)2x6-1/1 (2)2x6-1/1 T.O.W. = 12'-0" m� T CONTINUOUS THRU BAY w + COLUMN SW NAILING: 8d@3"/6" 1 ^ Ln 54.0 V 1 a 1 FIRST FLOOR WALL FRAMING PLAN SCALE: Y4" = 1'-0° FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S6.1 2. ALL BUILT—UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 4/S6.1. FIRST CMU REINFORCING NOTE: MASONRY WALLS SHALL BE FLOOR INSTALLED WITH A STACKED WALL BOND REINFORCE W/ #5 VERTICAL REINF. ® 16"o.c• p SEE 1/S6.2 FOR REINF. EA. SYMBOLS LEGEND FRAMING SIDE OF OPENING: PLAN DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SWSHEARWALL SHEATHING TO BE APPLIED. ALL EXTERIOR WALLS NAILING: 8d ® 3/6 DESIGNATES 8d COMMONS ® LTHESE T SCALLDRAWING5 NS FROM AT THIS LEVEL ARE: - Bd®3" 6" 3"o.c.EDGE & 6"o.c "IN THE RAWINENSION IS CONSTRUCTED OF 2x6 FIELD• NCLEATHE ITECTUOR SPF#2 ® 16"o.c DESIGNATES THE HEADER SIZE AND CONTAR WALL FRAMING (U.O.N.), THIS (2)2x6-1/2 NUMBER OF PLYS DESINATES NUMBER, WALL FRAMING - HEADER.SIZE & JACK/KING STUDS - PLAN NAME COMPLIES WITH DEFLECTION SHEPARD RESIDENCE CRITERIA. ---- BEAM OR TRUSS, SEE PLAN - DESIGN/DRAWN/CHECKED ` A307 DIAMETER FULL HEIGHT CS KJL LAP THREADED ROD, SEE DETAIL 2/S6.4 DATE a ` ,� 12-19-14 X5 16" DIAMETER FULL HEIGHT CONTROL NO. THREADEEADE D ROD, SEE DETAIL 2/56.4 4393 V A307 DIAMETER THREADED ROD TRUSS ID. TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 2/S6.4 A307 DIAMETER THREADED ROD LPA NO." (95 TERMINATES AT FIRST FLOOR TOP SHEP-14-00772 PLATE, SEE DETAIL 2/S6.4 S2.0 SHEET LSTA12 LONG LIGHT GAUGE STRAP FA ` �•O FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMONS J SHEET 3 OF12 (4)M, TA24� \-(4)HTS20 lull] Lou Pontigo and FASCIA TO TRUSS FASCIA TO TRUSS Associates, Inca / SF23A W/ 1-A35 SF24 W 1—A35 420 Osceola Avenue OSB SOFFIT, Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 Q SEE 8/S6.2 8 FL:CA#8344 SC: CA#3579 STRUCTURAL 1-PLY 9.25" LVL 09 n ® SF25(10) (S6.2 > L- STRUCTURAL 1-PLY 9.25 LVL U) CONTACT US WITH YOUR COMMENTS FASTEN TO TRUSS W/ 8-10d -' -' S COMMONS FASTEN TO TRUSS W/ 8-10d COMMENTS @ LP-A.COM COMMONS r h� 56.1 een FASCIA TO TRUSS s1A _ , F y (4)HTS20 FASCIA TO TRUSS J09 W/ 4-Ya"x6" C1'YA LIP J10 W/ 4-Y4"x6" • . LICA 75 LAG SCREWS LAG SCREWS �+S'�q�pP= c 24 O.C . o Cg 7 FASCIA TO TRUSS LEM II _ _ c�6 J04FASCW/ 1IA -A35 SS fid,, p�f VA N FL��I \ BEAM SCHEDULE SF13 W/ 1—A35 J N N — - - (4)HTS20 M__2 N - - _ �' — 4N° o,,! ;�„"..° � N C x ,U'_6 -Ni I i i r LsJ i s i i 4Oj••iyq� C N�-�'ap+``' .. JA2s 71 z i x x °L1 I II _ J — — — _ _ _ R1mwu MARK SIZE PLY WOOD GR. ,,-• � 2-PLY 24" LVL p `° ry N Christopher J Sabourin PE BM#01 13/4 x24” 2 LVL III 'HGUS414 _ 2—PLY 24" LVL FL PE#71461 ° HANGER co LO REVISIONS DATE BM#02 13/4x24" 2 LVL OSB CEILING AT BOTTOM III G II u N CHORD OF TRUSS BM#03 13/4"x24'> 2 LVL ® u ,� BM#04 13/4"x24" 2 LVL 3 - 2411 UP I I I AA s o4 S6.5 - (4)HTS20 (2)HTS20 c I HTuzs BM#05 13/4"x24" 2 LVL ( )MSTA24 n SF 3 BM#06 13/4»X93/4 " 2 LVL _ _� HGUS412 , FIELD ALTERATION rte. __ __ __ __ __ __ ___ ___ Q — Q - CONTRACTOR SHALL CONTACT LOU r— rO PONTIGO 8 ASSOCIATES PRIOR TO CD Hatch Hl U26 �C'j 6 MAKING ANY STRUCTURAL FIELD UL �"1d lL+h LegendI ® ,^, III I �• S62MODIFICATIONS WHICH.MAY VARY 1 FROM THE INTENT OF THE ORIGINAL III (`. ( Cv' a2 CONSTRUCTION DOCUMENTS.ANY ° N N N N N N N IN N f�-' (4)MSTA24 ® ® HTU26 I •J FIELD ALTERNATIONS MADE PRIOR TO 12 WALLS `Q 4 a I" L -- 2 HTS20 BEING APPROVED BY LOU PONnGO E `$ � � -- -- —�— ( ) ---- � ASSOQ47E5 MAY RESULT IN WALLS p}p �+ m , ADDITIONAL ENGINEERING OR 81 8" V ALL 7 I — — — — NSPEC ION FEES. [19V N N N N s s s s s s r s I SIMPSON HTT4 w 10' WALLS 4-PLY 24" LVL S 01 SIMPSON HTuzs ROCGIEPZXIED 6" TU. FASCIA TO TRUSS J031) W/ 1—A35 HHGU7—SDS t— SF15(6) I HANGER I HTU26 SF11 HTU STRUCTURAL 1-PLY 9.25" LVL FASTEN I _ I TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES TO TRUSS W/ 8-10d COMMONS `r I Emj W �- LL u1 Hruz6 SF10 HT s 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING � 3-PLY 24" LVL o I ILL � ti I WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT W -t- ( HTuzs SFO U "TU STRAP UNLESS OTHERWISE NOTED \ U FASCIA TO TRUSS (4)HTS16 I II O 0 C'� I HTU26 ®$ HT 2G I J11 W/ 4-Y4%6" J LLLL d 2 W LAG SCREWS T Hnl S3.0 Q Hru2s Tuzs 24°" O. IU / 5/ N THREADED ROC r HTuzs SF07 "T 2x12 P.T. LEDGER, OSB SOFFIT, SEE 8/S6.2 ' FASTEN TO m All 1114. 61 MASONRY WALL IT[ -I N N N N N N N �� �.'. . STRUCTURAL 1—PLY 9.25" LVL ry✓� Ln 'Arvll HGuszs-z SF18 2 HTS16u F r F F F — F W/ 5/$ THREADED W FASTEN TO TRUSS W/ 8-10d s — _ — — — — — — — — — — — — Z U ROD EPDXIED 4" BEAM BELOW "T MIN. @ 16" O.C. N N N N N N N N N N COMMONS o DW HTl 8 DOUBLE 2x6 BLOCKING, -- 56.1 U WU 56.2 FASTEN EA. END W/ I O r 26 U N A34 ANGLE - DOUBLE 2x6 BLOCKING,Elm L.L I j CIO j 1� SFO (5} � . HT1 FASCIA TO TRUSS I FASTEN EA. END W/ 0 Z J12 W/ 4-Y4"x6" w w 42� I A34 ANGLE d LAG SCREWS J01C N �5 �5 L __ L i i�:, I cv LL LU < CD s� :E S171 9(7) SF20(9) SF21(2} 2x6 BLOCKING FORILL 53.0 6 U) 4SIM. 3-TRUSS BAYS ® ^ 4<FACIA TO TRUSS UT10r 56.2 OSB BLOCKING PER 32" O.C. `W/ HUC410 HANGER SIM. DETAIL 7/S6.2, TYPICAL. SIMPSON LTT20B AT EA. 2x6 BLOCKING SEE 1/S3.0. SECOND LEVEL FLOOR FRAMING AND LOWER ROOF FRAMING PLAN SCALE: Y4" = 1'-0" 2X4 CONTINUOUS -12' FASTEN TO CMU WALL $-12' SECOND LEVEL Ell. w/Y4 x3 TAPCONS ' " (2)2x6 BLOCKING ® 12" O.C. FLOOR FRAMING FORBAYS @ 48"O.0 AND LOWER 8d Ccs 3" O.C. 8d @ 3" O.G. ROOF FRAMING SYMBOLS LEGEND e 10' 10' DESIGNATES SHEARWALL THE HIDDEN PLAN LAN Lot . ° LINE DESIGNATES SIDE OF WALL THE SIN SHEARWALL SHEATHING TO BE APPLIED. NAILING gd ® 3/6 DESIGNATES 8d COMMONS 8d®3" 6" 8d 0 EDGE E 6"0.0 "IN THE DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION 15 'R 8x16 BOND a .`•r 8x16 BOND FIELD' UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR BEAM w/ BEAM w/ DESIGNATES THE HEADER SIZE AND coNrAcr THE E.oR 1—#5 T&B 1—:#5 T&B (22x8-1/2 NUMBER OF PLYS DESINATES NUMBER, CONT. TYP. CONT. TYP. HEADER SIZE & JACK/KING STUDS PLAN NAME SIMPSON LTT20B AT EA. ---- BEgM oR rnuss, SEE PLAN SHEPARD RESIDENCE 48" O.G. w/%"ROD EPDXIED DESIGN/DRAWN/CHECKED MIN. 5" X H" EAD DIAMETER S FULL HEIGHT CS / KJL LAP THREADED ROD, SEE DETAIL 2/56.4 SIMPSON LTT20B AT EA. CMU WALL, SEE CMU WALL, SEE DATE 2x6 BLOCKING. PLAN FOR TYP. 0PLAN FOR TYP. 12-79-14 ROOF TRUSSES w/5j8"ROD EPDXIED v THREADED EA307ADE DIAMETER FULL HEIGHT WALL REINF. 2X12 P.T. LEDGER. FASTEN TO WALL REINF. X5 THREADED ROD, SEE DETAIL 2/56.4 CONTROL NO. MIN. 5" MASONRY WALL w/5Y8" THREADED ROD 4393 EPDXED 5" .MIN ® 16" O.C. V A307 DIAMETER THREADED ROD TRUSS ID. TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 2/S6.4 %" A307 DIAMETER THREADED ROD LPA NO. 1 TRUSS PARALLEL TO MASONRY PARAPET 2 TRUSS PARALLEL TO MASONRY PARAPET ®5 PLATE,AYES AT IL 2 FLOOR TOP s"EP-'4-°°"2 PLAIE,. SEE DETAIL 2/56.4 SHEET S3, S3.C1 LSTA12 12" LONG LIGHT GAUGE STRAP (� •O FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMONS J SHEET 4 OF12 � RIA] Lou Pontigo and Associates, Inc. w a 0- 420 Osceola Avenue Q Jaz. Beach, Florida 32250 � 0 P Ph.242-0908 Fax. 241-9557 V) J cp FL: CA# 8344 SC: CA#3579 CONVENTIONAL STRAP WALL TO w Q0 HEADERS BELOW PER DETAIL 4/S6.3 Q m co NracT us wlTeyOUB COMMENTS COMMENTS @ EP-A.COM 11 Oa BEAM BELOW PER DETAIL 3/S6.3 z m r (2)2x -1/1 (2)2x6-1/1 (2)2x8-1 1 > 0 w �,aens•gtiN1 ,� Z p °$®°Ja° �`�T O PI a• _ C) Q CONVENTIONAL STRAP WALL TO $_ o L +'jN 3: BEAM BELOW PER DETAIL 3/S6.3 \_ XFULL HEIGHT WALL DOUBLE 7867 e (2)2x ' SPF#2 POST N 2x6 SPF#2 ® 12" O.C. ���PSR * : o (2)2x6-1/1 (2)2x6-1/1 (2)2x10-2/2 (2 2x6-1 1 +!'/p••, /Op ,,,,,•' I� N I Chtisto(9by ` n PE J � I I ! ! ! j U-) FL P 461 Q N1 I 2-CS16 STRAPS AT I 0 c6 J "> I BASE OF STUD Q REVISIONS DATE d Q � � w 00 I I � � ZQ t~i1 � N NI I FASTEN TOP OF WALL TO TRUSS (3 x4 SPF#2POST, FASTEN TO z I o w J 0- �_ I W/ Y4 x6 LAG SCREWS Cc? 32 O.C. z < 0 BE BELOW w/2-CS16STRAPS. 0 o PROVIDE SOLID BLOCKING WITHIN Q I BM5 ABOVE: j w Co F- m I FLOOR SYSTEM N I 2-PLY 18" LVL w I I — — EEC FIELD ALTERATION z N (2)2x6-1/1 0PONTIGO&ASSOCIATES PRIOR TO CONTRACTOR SHALL CONTACT LOU (2)2x101`2/1 . (2)2x10^2/1 MAKING ANY STRUCTURAL FIELD (3)2x6 SPF#2 POST FASTEN TO MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL BEAM BELOW w/2—CS16 STRAPS. CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO PROVIDE SOLID BLOCKING WITHIN BEING APPROVED BY LOU PONrIGO5 SYSTEM ASSOCIATES MAY RESULT IN FLOOR SYSTEM M I') ADDRIONAL ENGINEERING OR ® 0 INSPECTION FEES. 00 F 00 (2)2x12-2/2 (2 00 12-1 1 i (2 10-2/1 , Q CONVENTIONAL STRAP WALL TO Q BEAM BELOW PER DETAIL 3/S6.3 ? z a w OSB SHEATHING 0 EA. SIDE OF WALL { of U) w J J IL I Q � � 0 • _ z 0 Uj ao STRAP HEADER PER J I 1= w 0 U) DETAIL 1/S4.0 X w °� \ � U H J � i N 1 < / �j CN zQ O `/ cnm J I 0m a � a z W Qw U If Omo > OSB SHEATHING ( n o EA. SIDE OF WALL ! v Q (ten 0 I ZLU L W 00 ,I / W (2)2x6-1/1 Q '+ CONVENTIONAL STRAP WALL TO CONVENTIONAL STRAP WALL TO W U Q BEAM BELOW PER DETAIL 3/S6.3 BEAM BELOW PER DETAIL 3/S6.3 U N L.L 0 16 GAUGE 001 STRAP n HORIZONTAL. STEN TO EACH END w/11-10d 14. PROVIDE J W 2x4 BLOCKING BEHIND BLOCKING BEWEEW SIUDSL STRAPPING (INTERIOR OR EXTERIOR) 00 [� Q to BEAM, SEE PLAN SECOND FLOOR WALL FRAMING PLAN 0 o SCALE: Y4., = V-0" FRAMING NOTES: OSB 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S6.1 SHEATHING EACH SIDE o 0 2. ALL BUILT—UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 4/S6.1. SECOND OF WALL` (2)MSTA24 STRAPS FLOOR WALL 16 GAUGE COIL STRAP ALL EXTERIORWALLS LL HORIZONTAL. FASTEN TO EACH AT THIS LEVEL ARE: END w/11-10dx1j. PROVIDE CONSTRUCTED OF 2x6 FRAMING BLOCKING BEWTEEN STUDS SPF#2 ® 16"o.c SYMBOLS LEGEND WALL FRAMING (U.O.N.), THIS PLAN WALL FRAMING DESIGNATES SHEARWALL. THE HIDDEN --------- LINE DESIGNATES SIDE OF WALL THE COMPLIES WITH DEFLECTION Sw SHEARWALL.SHEATHING TO BE APPLIED. SILL CRITERIANAILING: 8d ®.3/6 DESIGNATES 8d COMMONS ® DO NOT.SCALE DIMENSIONS FROM. WINDOW JILL . 8d®3" 6" 3"o.o EDGE & 6"o.° "IN THE . THESE DRAWINGS.IF A DIMENSION is FIELD" UNCLEAR REFER TO THE. ARCHITECTURAL DRAWINGS OR - DESIGNATES THE HEADER .SIZE AND CONTACT THE E.O.R (2)2x8-1/2 NUMBER OF PLY'S DESINATES NUMBER HEADER SIZE JACK/KING STUDS PLAN NAME SHEPARD RESIDENCE ---- BEAM OR TRUSS, SEE PLAN DESIGN/DRAWN/CHECKED A307 DIAMETER FULL HEo° ° (2)CS16 STRAPS X THREADED ROD, SEE DETAILI 2/S6.4 GHT CS DATE LAP 12-19-14 X� A307 DIAMETER FULL HEIGHT CONTROL NO. THREADED ROD, SEE DETAIL 2/S6.4 0 0 o o 4393 ® V A307 DIAMETER THREADED ROD TRUSS ID. TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 2/56.4 LPA N0. �r A307 DIAMETER THREADED ROD SHEP-14-00772 TE TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 2/S6.4 SHEET 1 HEADER STRAPPING DETAIL LSTA,2 12"FWA LONG LIGHT GAUGE STRAP C FASTEN TO TOP PLATE AND STUD S4.� WITH 5—tOd COMMONS 54.0 SCALE: 3/4" = 1'-0" SHEET 5 OF12 F; .- STRUCTURAL 1-PLY 9.25" LVL FASTEN TO TRUSS W/ 8-10d COMMONS Lou Pontigo and Associates, Inc. FASCIA TO TRUSS 420 Osceola Avenue 2x4 DIAGONAL BRACE FROM 8 UJ22 W/ 4-Y4"x6'� Ph.242-0908 Fax.241-9557 TOP OF WALL TO TOP CHORD 56.2 LAG SCREWS )ax. Beach. Florida 32250 OF TRUSS, FASTEN W/ 3-10d o CD FL: CA# 8344 SC: CA4 3579 COMMONS UT02(7) :DDCONTACT US WITH YOUR COMMENTS ``� J COMMENTS @ LP-A.COM 0 0 0 0 �' S O P J: T UJ16 C\1 OSB SOFFIT, N r g C14 SEE 8/S6.204 UT28 STRAP BEAM <ye b,74' ° o UT29 BM6 TO`EACH • - - OSB SOFFIT UT30 16 0 ¢ 2RH2S5W/ C is � , SEE 8/S6.2 UT31 HGus2s- 34 • ,�FQ,,,• � VERY IMPORTANT NOTE: FASTEN TOP CHORD OF _ _ Christop abourin PE TRUSSES UJ11 THRU = I i I i I FL PE#71461 UJ20 TO HIP TRUSS U ' UT32(5) UJ22 W/ A34 ANGLE UI 21 REVISIONS DATE m iN6 T $ VERY IMPORTANT NOTE: E 00 FASTEN TOP CHORD OF 56.2TRUSSES UJ02 THRU `� m U h a FASCIA TO TRUSS UJ10 TO HIP TRUSS UJ21 Jy F i I :-)T1 W/ A34 ANGLE UT32 W/ 1-A35 FIELD ALTERATION CONTRACTOR.S CONTACT LOU PONTIGONTIGO&ASCONTACTCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY CONSTRUCTION DOCUMENTS.ANY '� ILJIi S,J, FIELD ALTERNATIONS MADE PRIOR TO J BEING APPROVED BY LOU PONTIGO b FASCIA TO TRUSS ADDITNAL IATESGINEERINGY RESULT OR UJ21 W/ 4-Y4%6" INSPECTION FEES. LAG SCREWS UJ01 STRUCTURAL 1-PLY 9'25" LVL OSB BLOCKING PER FASTEN TO TRUSS W/ 8-10d ,1 ® DETAIL 7/S6.2, TYPICAL.I COMMONS FACIA TO TRUSS UT10 FASTEN TRUSS W/ HUC410 HANGERUT16A TO TOP (w� OF WALL W/ A35 � LLV OSB SOFFIT, I ® 24" O.C. SEE 8/S6.2 I OSB SOFFIT, O T ry SEE 8/S6.2 N 1 U , UQ - , Lf) W N r o 0') 00 m Ln N� g ut 17(28) S6.2 OSB BLOCKING PER S6.2 SIM. DETAIL 1E/S6.3, TYPICAL. SIM. � U OzQ mJw OSB BLOCKING PER STRUCTURAL -PLY 9.25" LVL00 DETAIL 7/S6.2, TYPICAL. FASTEN TOT USS W/ 8-10d ^ Q , ^ FASCIA TO TRUSS COMMONS �J J FASCIA TO TRUSS FASCIA TO TRUSS T02 W/ 1-A35 T02 W/ 1-A35 TJ04 W/ 4 Y4"x6» LAG SCREWS $ ROOF TRUSS PLACEMENT PLAN 0 56.2 � � STRUCTURAL 1-PLY 9.25" LVL v o �p SCALE: Y4" FASTEN TO TRUSS W/ 8-10d NOTE: COMMONS N1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND o o UPLIFT CONNECTOR, SEE PLAN. FASCIA TO TRUSS H i H T LIFTS A S11 -' TJ04 W/ 4-Y4"x6" H 1101 2T LAG SCREWS > TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES ROOF TRUSS TJ02 VERY IMPORTANT NOTE: �Pti� TJ02 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING S%� I ^ FASTEN TOP CHORD OF 8 WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT PLACEMENT 8 TRUSSES TJO1 THRU TJ03 S6.2 STRAP UNLESS OTHERWISE NOTED FASTEN FASCIA TO TRUSS w/8-10d TJ04 TO HIP TRUSS TJ04 PLAN TJ03 TJ03 6 W/ A34 ANGLE s- STRUCTURAL 1-PLY 9.25" LVL COMMON TJ02 I ✓mss FAST-N TO TRUSS W/ 8-10d COMMONS 1 DO NOT SCALE DIMENSIONS FROM FASCIA TO TRUSS TJ04 W/ 4- "x6» 2)H2.5T UNCLEAR TJ01 mDRAWINGS.IF A I ARCHTECTURAL DRAWINCIS Y4 OR� N SEE 6/S6.2 FOR CONTACT THE R TO E EEOR LAG `SCREWS o -, H2.51 LIF TRA S INFO NOT SHOWN STRUCTURAL 1-PLY 9.25" LVLLi F_ h H —� FASTEN TO TRUSS W/ 8-10d ' PLAN NAME SHEPARD RESIDENCE SYMBOLS LEGEND DESIGN/DRAWN/CHECKED COMMONS CS KJL LAP Sg6. FASCIA TO TRUSS FASCIA TC TRUSSDATE T02 W/ 1-A35 TJ04 W/ Y4»x6" H2.5T DESIGNATES UPLIFT CONNECTION. 12-19-14 FASCIA TO TRUSS LAG SCRE SCONTROL NO. FRAMING PLAN.NOTES T02 W/ 1-A35 L FOR TYPICAL.ROOF SHEATHING AND FRAMING, SEE SHEET Ss.t 43s3 2. FOR SPECIFIC UPUFT CONNECTORS,SEE PLAN. MIN. .TRUSS ID. (1)H2.5T CONNECTOR. STAIR TOWER ROOF TRUSS PLACEMENT PLAN S SEE SHEET S0.0. 4: FOR TRUSS UPLIFTS TO 2200 LBS FTSUP TO 2200 LBS., CONTRACTOR LPA NO. SCALE: Y4" = 1'—O»' 1 STRUCTURAL FASCIA DETAIL MAY FASTEN TRUSS TO THE FOUNDATION w/ OGT w/QT, PER MANUFACTURER'S SPECIFICATIONS SHEP-14-00772 NOTE: . " - '- 5 FROM CLIPS DIAGONALLYEN USING (2)2.5T ON DOUBLE TOP PLATE SHEET ' 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND 55.0 SCALE: 3/4 1 0" S5.0 ^ UPLIFT CONNECTOR, SEE PLAN. J 5.0 SHEET 6 OF12 ' STEMWALL VERT. REINF. FOR BOTH APPLICATIONS TYPICAL WALL FRAMING LQ TAND ANCHORAGE PER CMU REINFORCING CONSTRUCTION SPECS. COURSES 1 TO 6 #4 VERT. ® 48"O.C. 2—#5 CONT. 1 7 I SLAB 8" CMU WALL w/ #5 VERT. # ° ° GRADE, N Assocou Datesolnc� i — x 7 TO 10 4 VERT. O 24"O.C. WALL FRAMING �— °. . w/ STD. 90° HOOK INTO FOOTING / z ALIGNED w/ WALL REINFORCMENT 11 TO 12 #4 VERT. 8"O.C. \ \ ° SEE PLAN. J (1)#4 MIN. CONTINUOUS, PROVIDE • 1 ABOVE. SEE PLAN OR SCHEDULE STEMWALLS OVER 6 COURSES TO ° 42oach, Fl Florida 32250 1 —J a FOR SPACING. HAVE TRUSS TYPE HORIZ. JOINT CORNER BARS (TYPICAL) \ Ph.242-0908FIFaxa 24129557 Q ° Q REINF. BETWEEN EVERY OTHER FL:CA#8344 SC: CA#3579 / J COURSE. FILL CELLS SOLID. MONO SLAB FOOTING AT PORCHES, WHEN SPECIFIED ON PLAN. CONTACT US WITH YOUR COMMENTS n 8"x16„ w/(2)#5 CONT. COMMENTS @ LP•A.COM N N SLAB -0N GRADE, SLAB ON GRADE, TOP OF FOOTING ° SEE PLAN. ° SEE PLAN. aoaemn�nlN GARAGE FLOATING SLAB //\/ �i \j ea•� ®S.TOP i \ \ AT WALLS GREATER THEN \\ \/ GRADE OR CONC. /\\/ '�✓�, q� GRADE OR CONC. /\� 4 BEARING A,T INTERIOR ° .............L % SLAB, SEE PLAN. \j\\/ SLAB, SEE PLAN. j\\\/ FOR TEMPORARY BRACING 1” DEEP SAWCUT w/ =� •• 746 �` LAYOUT PLAN AND ELASTOMERIC SEALANT S6'O _ T ' 'O € PERMANENT LATERAL M'od SUPPORT DETAIL /� N dAY�bJA g®sass ��0 0 AT WALLS GREATER THEN \ °°, ° ;;, \ ° °<:. DOWEL TO MATCH Chr T 4'-0" HIGH, NOTIFY E.O.R. \ 4 0 H '°Nb cPE FOR TEMPORARY BRACING • ' ' � \\ '•' � \ WALL REINFORCING. SLAB ON GRADE- — Tin PE FL Mr�Ti 71461 SEE PLAN LAYOUT PLAN. \ / CONT. CONCRETE FOOTING \ / CONT. CONCRETE FOOTING NOTES: STEP, SEE ° ° REVISIONS DATE 10"x20" 1-STORY, w/(3)#4 OR (2)#5 CONT. 10"d x 20"w 1—STORY, w/(2)#5 CONT. 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 16'x16' MAX. SQ. ARCH. 12"x24" ALL OTHER, w/(3)#4 OR (2)#5 CONT. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. (6" MAX.) EQUAL TO SLAB 12"d x 24"w�I f 2-STORY, w/(3)#4 OR (2)#5 CONT. THICKNESS. I 1 STEM WALL FOOTING DETAIL(CMU WALL) 2 STEM WALL FOOTING DETAIL(WOOD WALL) 3 SAW CUT DETAIL 5 SLAB RECESS S6.0 SCALE: 3/4" 1'-O" 3 4 = 1'-O" SSCALE: 3/4" = V-0" S6.o SCALE: 3/4" = V-0" FIELD ALTERATION = S6.0 SCALE: / 6.o CONTRACTOR SHALL CONTACT.LOU PONMGO&A550CIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONITGO& ASSOCIATES MAY RESULT IN ADDRIONAL ENGINEERING OR INSPECTION FEES. PROVIDE 2x6 P.T. SYP#2 w/ 1/2 "0 CARRIAGE BOLTS SPACED AT 24" D.C. >Y4' SQUARE CMU 8 CMU WALL w/ #5 VERT. (2 ROWS STAGGERED) )/4"" N PLASTER w/ STD. 90' HOOK INTO FOOTING xALIGNED w/ WALL REINFORCMENT TOP OF PLATE � r --------_11---------- BUILT OF 8x16 BLOCK -- - ------ 24"x24" 9-#5 VERT. " wABOVE. SEE PLAN OR SCHEDULE 3 ABOVE STEEL BEAM N 8 CMU PIER #3 CLOSEDTIESW W z FOR SPACING. EXISTING 4' @ 8 O.C. EA. � TOP PLATE l 1'-4„ 24 MORTAR BED) > LL V D_ t------- ------------------- SEE PLAN a 91, Q N STEP, LO .. • : W ARCH. PROVIDE 2x6 P.T. SYP#2 a D :r'..: W/ 1/2 "0 CARRIAGE BOLTS R r -`' C t I N SLAB ON SPACED AT 24" O.C. 7/a,0 HOLE o o 4LSEE ° GRADE, (2 ROWS STAGGERED) 3/4'Ox15" ANCHOR : ° . ° ° SEE PLAN. _ HEX HEAD BOLT 3�4>� PLATE .° DET .' "' .' °! c W . ° LL N z %%8"x15" A36 ° : . EMBEDDED M AIL Z W W Q STEEL PLATE, SEE 12" MIN 2 TOTAL) W 20" 20" WIDE CONCRETE FOOTING DETAIL ABOVE (MIN. 12" DEEP AT LOW SIDE) CMU PIER STEEL BEAM w/3-#5 CONTINUOUS AND BAR Y4 3/4'x8"x15" A36 PLAN VIEW OF PILASTER' " STEEL PLATE Vy4" CHAIRS AT 48" O.C. 6 MONO FOOTING AT STEP DOWN � STEEL BEAM TO CMU PIER CONNECTION DETAIL a PIER BUILT OF 8x16 BLOCKS " _ - S6.0 SCALE: 3/4" = 1'-0" 56.0 SCALE: 3/4" = 1'-O" O Q S6.0 SCALE: 3/4" 1 0" / � Q--AIII 00 T. TYPICAL WALL FRAMING Q Ln AND ANCHORAGE PER CONSTRUCTION SPECS. 1-#5 CONT., PROVIDE SEE 5/S4.0 CORNER BARS TYP. SEE ARCH PLAN 1 � SLAB ON 52 1' ° GRADE, ° 4. SEE PLAN. ° . . R \\\/\�\� FOUNDATION 1#5 CONT. d �\j\\ SHOWER PAN SLOPES TO DRAIN, SEE ARCH DRIVEWAY SLABLjj j \ y\\ PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. DETAILS BY BUILDER SLAB ON GRADE- \� ° .. SEE PLAN \i ° STEMWALL, SEE 1/S4.0 O °. — UO NOT SCALE DIMENSIONS FROM THESE DRAWINGS IF A DIMENSION IS ° � '� T '7 \ UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR ' CONTACT THE E.O.R V-2" PLAN NAME SHEPARD RESIDENCE DESIGN/DRAWN/CHECKED 9 THICKENED SLAB @ GARAGE DETAIL 10 FOOTING w/ SHOWER RECESS CS KJL LAP DATE S6.O 12-19-14 SCALE: 3/4" = 1'-0" 56.0 CONTROL NO. 4393 TRUSS ID. LPA NO. SHEP-14-00772 SHEET S6.0 SHEET 7 OF12 BUILDER MAY CHOOSE EITHER THE DROPPED TYPICAL HEADER NAILING HEADER CONDITION OR RAISED HEADER CONDITION Elm 0.131X3" TOE NAILS TYPICAL WALL FRAMING NOTES ROOF SHEATHING, TYPICAL STUD NAILING: 2X6, 2x8 = (5) NAILS TYPICAL LAP SPLICE: [26 N a cl USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS 2x10, 2x12 = (7) NAILS TYPICAL TOP PLATE NAILING: SOLE PLATE ANCHOR SCHEDULE 1 „ „ 12 0.131"0x3" ALL WALL STUDS 0.131x3 END NAILS: g LVL, 11 LVL = (7) NAILS ( ) FASTEN ALL TOP PLATES THREADED EXT. WALL SHEARWALLS WASHER EMBEDMENT EDGE (2) @ 2x4, 14 LVL, 16" LVL = (9) NAILS TOGETHER w/ (3) ROWS ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE Lou Pontigo and 2. USE SYP#2 FOR ALL TOP (3) © 2x6, OF .131x3 @ 12" O.C. STAGGARD. 3/8 40" 16" 2x2x'/6" 3'/Z" 1 3/4 Associates, Inc. PLATES AND SOLE PLATES. (4) @ 2x8. SYP#2 r--- ------- SYP#2 DBL. HEADER, 1/2 48" 24" 2x2xi/8" 3'/2„ 1 3/4„ 3. USE SYP#2 FOR ALL TOP I TOP PLATE PER PLAN 4' 0" MIN. 420ach, Fl Florida 32250 HEADERS FULL HEIGHT ANCHOR "MAX. MASA 48" 24" N/A N/A N/A Ph.242 0908FIFaxda24129557 EITHER SIDE OF PLATE FL:CA#8344 SC: CA#3579 1 SEE 6/S6.2 HEIGHT CHANGE 4. ALL WALLS SHALL BE I BALLOON FRAMED FULL 2x-BLOCKING ONLY coNTncTuswlrxTouacomMeNn HEIGHT TO ROOF OR FLOOR L___ RAISED COM A.COM -----� REQUIRED IF SHEARWALL HEADER ARCHED TRANSOM OPTION: BEARING ELEVATION, U.O.N. ON 2x SPF DIAGONAL BLOCKING °° PLAN. ca PERMANENT TRUSS SYP#2 DBL. S O . SIMPSON H2.5T OR FASTENED w/ 3-0.131"x3° '��Q® BRACING BY OTHER TOP PLATE DROPPED EA. END TYPICAL. LSTA12 STRAP FOLDED HEADER \ 61 SHEATHING MAY EXTEND 2" Z' o 5 FASTEN BOTTOM PLATE OF OVER TOP PLATE - - -0CKING WINDOW 4 ) PAST BL o INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB BLOCKING AT ALL __ ___ ARCHED ATTACHMENTS MUST ° ---- ---- SYP#2 HEADER, ANCHOR INTO 2x MATERIAL ti,( � «•'°4 SHEATHING JOINTS: TRANSOM PER PLANS �i3' °' QR 10 •° w 16d MASONRY CUT NAILS @ FULL HEIGHT FLAT WISE. FASTEN S'!°°°'"""" °°i� N 2x4 UD OPTION FASTEN LOWER ST 0 ; o 16 O.C. MINIMUM. SEE EACH END WITH 2-10d " ANCHOR SEE N 1% SEE RIGH un cn STUD w CK AND uma TO TALLER JA / E FOUNDATION PLAN ADDITIONAL TOENAILS. ONLY REQUIRED PLAN FOR TIO ANCHORS AT SHEARWALLS AT SHEATHING JOINTS FOR 2-ROWS OF 10d COMS AND LOCATION KING STUDS, 12" O.C. WINDOW SILL SEE SEE PLAN Christopher ) sabourin PE FL PE#71461 EXTERIOR WALLS AND SCHEDULE 3/S2.0 SHEARWALLS WINDOW SILL SEE TYPICAL SOLE FOR SILL SIZE AND REVISIONS DATE INTERIOR BEARING WALL PLATE NAILING: CONNECTION EACH SCHEDULE 3/S2.0 SOLE PLATE ANCHOR: SEE PLAN FOR STUD SIZE END FOR SILL SIZE AND '/2"0 x 6" LG (MIN AND O.C. SPACING. FLOOR SHEATHING, 0.131x3 TOE NAILS: CONNECTION EACH SEE SPECIFICATIONS (3) @ 2x4, END THREADED EMBED.) . THREADED ROD (4) @ 2x6, ANCHOR DRILLED & CONTINUOUS BLOCKING 5 @ 2x8. EPDXY w 2"0' x ' WITHIN FLOOR SYSTEM 16d COMMONS PLATE WASHER, WHERE POST IS ABOVE. @ 16" O.C. PT. SPF#2 SEE SCHEDULE BELOW FIELD ALTERATION SOLE PLATE CONTRACTOR SHALL CONTACT LOU FLOOR SHEATHING, PONTIGO S ASSOCIATES PRIOR TO I Q J MODIFICATIONS WHICH MAY VARY I SEE SPECIFICATIONSMAKING ANY FROM THE INTENT OF THEORIGINAL W d CONT. RIBBON R I 2 CONSTRUCTION DOCUMENTS.ANY (n FIELD ALTERNATIONS MAGE PRIOR TO -- T I Z FOUNDATION, SEE PLAN BOARD (TYP) BEING APPROVED BY LOU PON lGofi r------ --- j p Q w WALL FRAMING AT WALL FRAMING AT 8» '/2 ' WALL FRAMING AT ADTIONTESMAINEERINGOR IN ADDRINSPECi ENGINEERING FEES FV D7 MAX. MIN. I HEADER CONDITION DROPPED HEADER CONDITION I I ION RAISED I rc1 PLATE CHANGE CONDIT o FROM SOLE z FR l I I .QJ PLATE BREAK D_ Lj FLOOR TRUSSES L- - O 2 TYPICAL CAL WALL FRAMING OR JOIST. SEE 5 S6.1 SYP#2 DBL. / # SEE 6/S6.2 S6.1 TOP PLATE INTERIOR BEARING WALL: SEE SCHEDULE 2x4 OR 2x6 2x8 WALL FRAMINGUj FOR STUD SIZE 2 PLY 11/2„ 11/2" FLOOR TRUSS PERPENDICULAR W BLOCKING AT ALL WALL BEAM. AND O.C. SPACING: � SHEATHING JOINTS: fj PLY BEAM. (3) ROW OF 10d � V SHEATHING ° NAILS @ 8" O.C. 2x4 FLAT WISE. RATED SHEATHING, FASTEN EACH END BOUNDARY OF SEE GENERAL NOTES. STAGGERED ° O WITH 2-10d TOENAILS SHEATHING (3) ROWS 16d AT N N .ONLY REQUIRED BLOCKING AT ALL COMMON WIRE 2x4 SYP#2 HORIZ. BRACING @ a EXAMPLE OF PANEL ° N SHEATHING JOINTS � .SH SHEATHING JOINTS.FOR EXTERIOR WALLS 2x4 FLAT WISE. FASTEN EDGE w/ BLOCKING AT 12" O.C. 2x4 MEMBERS: 24 O:C. BETWEEN OUTER WALL U Q EA. SIDE. AND SHEARWALLS EACH END WITH 2-10d WHERE REQUIRED BY (2) ROWS 16d (1) ROW OF 10d & ,FIRST INTERIOR TRUSS. NAIL ( � WALL NAILS '@ 6' O.C. ° EACH END w/ 3-0.131x3 NAILS �•/ TOENAILS: ONLY REQUIRED GENERAL NOTES. COMMON,,WIRE ° L SHEATHING ° STAGGERED (TYP) AT SHEATHING JOINTS FOR AT 12 O.C. W EXTERIOR WALLS AND EA. SIDE. FLOOR w s 2 & 3 PLY BEAMS 2x6 MEMBERS: TRUSS SHEARWALLS M NAIL SPACING AT (2) ROW OF 10d W SUPPORTED EDGES, NAILS @ 4 O.C. 2x4 SYP#2 SEE DETAILS SEE DETAILS GENERAL NOTES 4 PLY # BEAM. STAGGERED DIAGONAL W U ON 52.0 ON S2.0 FASTEN EA. ----� r ----- -�--� r-- - --� (2) ROWS 5/8"0 HEX END w/ U ` r---- N HEAD THRU BOLTS 3-10dCOMMONS t O 1..� I I I w/ HEX NUTS & NOTES: OCONNECTION AT STUD ------ I I I WASHERS @ 24" O.C. COLUMNS, JACK-TO-KING CEILING I I ASSEMBLIES CORNER POST, ETC. LINE WALL FRAMING I I I I I I n I I I I 1..1. I I I I _J ROOF 2. SPECIFIED NAILING REQUIRED FOR M TRUSSES, OR 4-PLY BEAM EVERY PLY IN ADDITION TO (2) PLYs FLOOR TRUSS PARALLEL m W FLOOR JOISTS. LL MUL TY STORY W MM l SINGLE STORY i 1 TYP. WALL SECTIONS 3 SHEATHING NAILING DETAIL 4 BUILT-UP MEMBER FASTENING 5 FLOOR TRUSS / )01ST AT WALL FRAMING Q Ln S6.1 S6.1 SCALE: . 3/4" = 1'-0" 56.1 S6.1 WINDOW SILL SCHEDULE SYP#2 (2)12d TOE LOCATE FULL HEIGHT HEADER, NAILS E.E. ANCHOR ON SIDE OF ROUGH DROPPED HEAD MINIMUM END PER P LAN OPENING . MIN) COR NER WHERE UPPER OPENING OR SILL PLATES' FASTENER EACH END TOP PLATE OVER LAI 2x4 BLOCKING IF TRUSS REACTION EXCEEDS s 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS @24" O.C. FASTEN 2300lbs PROVIDE CRIPPLE STUDS END 61, EACH END w/3-10d DIRECTLY BENEATH TRUSS 5 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS FASTENER 4/fI - i� I.... K_ TOENAILS 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS •� A B A B � p 12 -0" (3)2x6 SYP #2 (1)A35-+ (4)12d TOE NAILS FRAMING OR BOX GIRTS REQUIRED BETWEEN DETAILS SEE BELOW F �E I /°1IL5 WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. STUD BELOW HEAD OR SILL LOWER TOP 4-10d PLATES S EE PLATE AT BREAK OVER LAP DOUBLE COMMONS KING & JACK SCHEDULE TOP PLATES STUDS SEE PLAN ROUGH OPN'G, SEE ARCH. ORTHOGONAL VIEW WALL INTERSECTION CONDITIONS p p p 0 D 'DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF OF CORNER A DIMENSION IS UNCLEAR.REFER TO THE ARCHITECTURAL DRAWINGS OR (6)12d TOE NAILS t C C ' CONTACT THE E.O.R TOP & BOT. 2x- SPF T&B W/ PLAN 7N AME Qo SHEPARD RESIDENCE A O.C.8 ROUGH OPENING SEE 12d a ROUGH OPENING, SEE , O KING & (TYP) TRUSS UPLIFT TABLE AT LEFT TRUSS UPLIFT TABLE AT LEFT DESIGN/DRAWN/CHECKED JACKS SHEATHING 4 = CORNER WALL INTERSECTION cs KJL LAP POR PLAN W DATE v CONT. AT A w � CONDITIONS CONDITIONS HEADER DOWN CONNECTION HEADER UP CONNECTION 12-19-14 GIRT/VERT NOTES: SIMPSON LT ON JOINT 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS coNNEcr�oN UPLIFT CONNECTOR CONNECTION UPLIFT CONNECTOR CONTROL NO. INSIDE FACE,. IF NO 2x SPF RIPPED CALL our CALL our4393 JACK STUD 2. DENOTES 3"x0.131 GUN NAILS @ 6" O.C. VERTICAL TRUSS TO FIT ARCH. 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN A H2.5T ® 32" O.C. TOP & BOT A SEE ® 32" O.C. TRUSS ID. LATE ANCHOR SEE SCHEDULE B SEE PLAN B SEE PLAN BOX BEAM BETWEEN WINDOWS DEPTH REQ'D. 4. DENOTES SOLE P C 1 MSTA2a C 2 CS16 STRAPS PS IN TWO STORY FRAMING SECTION A-A 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE O STRAPS O LPA NO. _ OPTIONS ARE SHOWN D FULL HGT 5/8" THREADED ROD D FULL HGT 5/8" THREADED ROD SHEP-14-00772 6 WINDOW HEAD AND SILL FRAMING FRAMED WALL CORNER AND wHEN 8 HEADER TIE DOWN SHEET NOTED S6.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN ss.1 s6.r INTERSECTIONS STUDS CONFIGURATIONS SE)A SHEET 8 OF12 CMU./GONG. BOND 8x8 PRE–CAST LINTEL, .SEE , BEAM AT 4/S5.0 FOR OVERALL LINTEL MA TOP OF WALL, DEPTH AND REINFORCING.. 44 LouPontiso and 8" CMU TYPICAL Associates, Inc. WALL AS420 Osceola Avenue JAMB REINF. WALL REINF. . FOR OPENING OVER 4'-4" FOR OPENING TO 4'-4" PER PLAN SEE 2/S6.2 SEE SCHED. WIDE, PROVIDE 1– 5 ` / TO 9'-4" WIDE, PROVIDE � )ax. Beach, Florida 32250 ON PLAN. 2–#5 VERTICAL EACH VERTICAL EACH SIDE8 Ph.242-0908 Fax.241-9557 _ 8 FL:CA#8344 SC: CA#3579 I SIDE. OF OPENING. OF OPENING. __..{� '��` 25" LAP MIN:' 1—#5 VERTICAL EACH CONTACIUSWITH YOUR COMMENTS .. . ..., COMMENTS @ IP•A.COM TYPICAL P.T. PLATE CORNER, INTERSECTION, OPEN BOTTOM (2)2x8 P.T. SYP#2 ' ` : +. ® SPACING INDICATED y LINTEL BLOCK, �d°O �r t ON PLAN OR SCHED. OPEN BOTTOM I HE wO /2 0 x10 A.B.. a �f o0 0 WITH 2-#5 TOP e`°° \s . OR _ t/z"� THREADED ROD-- TYPICAL WALL z I I LINTEL BLOCK, BOTTOME� 5� iv iN . WITH 2–#5 TOPUz& �. DRILLED & EPDXIED EE PILAN +' Q s G REINF. SEE 8 CMU WALL. a & BOTTOM fqs� A - w/ 6" EMBEDMENT WALL ELEVATION SCHED. ON ALL OTHER '� c AT 24" O.C. CMU REINFORCING NOTE: PLAN. 9' J • R ; wO2x2x12 PLATE TYPICAL 5 VERTICAL REINF. N a OPENINGS �'"�rJ,'`.�ldR DAF +¢'�> N HOOK VERTICAL WALL REINF. AT # 5 HORIZONTAL TIE BEAM • m m m NOTES: ,• .°.o.."•� N AT 48 O.C. SEE 2/S6.2 FOR # J J 1 USE THESE LINTEL DETAILS U.O.N. ON PLANS. WASHER: TOP OF WALL INTO CONC. TIE REINF. EA. SIDE OF OPENING. REINFORCING (ONLY ONE 2) FOR OPENING LOCATIONS, SEE ARCH. PLANS. NouRmnNGO BEAM OR CMU BOND BEAM. IF PLAN VIEW AT TYPICAL L� „ Christopher I Sabounn PE J WALL TERMINATES AT STAB, WINDOW/DOUR OPENING 4. BAR SHOWN FOR CLARITY). 3) PROVIDE 8 BEARING EACH SIDE OF OPENING. d' � z HOOK REINF. INTO SLAB. (SEE PLAN FOR 4) GROUT LINTEL SOLID. FL PE#71461 0 0 DESIGNATION) 5) BOTTOM SHALL BE A SOLID PRECAST LINTEL. REVISIONS DATE o CL Ld 8x16 BOND BEAM Q N a w/1–#5OTOP & .;fs. z Cf) 2 CMU JAMB REINFORCING 3 TYPICAL HORIZONTAUCORNER SPLICE 4 TYPICAL CMU LINTEL FILL ALL CELLS SOLID a w S6.2 SCALE: 3/4" = 1'-0" S6.2 SCALE: 3/4" = 1'-0" S6.2 SCALE: 3/4" = 1'-0" Z WITH GROUT THAT wN FIELD ALTERATION ~ REQUIRE VERTICAL a L0 o JOINT REINF. REINFORCING AND ALL Q coNrRAcoRSHALL coNrAc Lou PONTIGO&ASSOCIATES PRIOR TO AT 16' O.C. CELLS BELOW GRADE: MAKINGANY STRUCTURAL FIELD F- Z (n MODIFICATIONS WHICH MAY VARY - _ — Z FROM THE INTENT OF THE ORIGINAL d Z O CONSTRUCTIONDOCUMENTS,ANY J - J BEINGADDITIONALCIATEDBY LOU MAY RESULT OR fi Q F-- FIELD ALTERNATIONS MADE PRIOR TO O J O_ U MAY RESULT R 7 a w 8x16 BOND BEAM ZN w/1—#5 TOP & BOT. msPErnoN FEES. = DWLS. TO MATCH aa_ - - '_ a" REOINDBEAM FORCEMEN I AND VERTICAL REINF. p- (TYP. U.N.O.) TOP OF 4G,.T • GROUT IS CONTINUOUS BOND BEAM °„ • THRU JOINT _ CLEAN OUT HOLE ° o <o AS REQUIRED. PLAN SECTION p STOP JOINT REINF. J . y1. AT CONTROL JOINT : WALL FOOTING I 8" CMU WALL. 1 . ' PROVIDE REINFORCED ` ' i � W �I SEE PLAN: ° I I ° � ROOF TRUSSES CELL EACH SIDE OF � U • • JOINT q , ;r x SPF#2 ALL AROUND, HIGH HT. GROUTING NOTES: FASTEN TO TRUSSES WALL SECTION 1. MAXIMUM GROUT POUR HEIGHT ` 3/s' OSB PANEL, AND TOP PLATE w/ O SHALL BE 12'-0". ¢ OF # FASTEN PERIMETER --------- CONTROL FASTEN 2x8 P.T. SYP 2 w/ 8d COMMONS Tr--- - 1Od COMMONS ® 4" O.C: 3f w JOINT JOINT REINF. WINDOW/DOOR BUCK TO 8 Q LOW HT, GROUTING NOTES: 2. IF HIGH LIFT GROUTING IS USED, PRE–FORMED CMU w/ t/4"0x23/4" TAPCONS © 4" O.C. 1. USE 5'-0" GROUT POUR HEIGHT FOR REINF. SHALL BE FULL HEIGHT AND FILLER 16" O.C. ® 24" O.C. INSTALL 3 MIN. U BAR SIZES #3 THRU #5. A CLEANOUT HOLE IS REO'D AT BACKER ROD YATERIAL EACH SIDE. CELLS WITH REBAR. CAULKING ------• _____ ' I v' � 2. USE 5'-0" GROUT POUR ,HEIGHT FOR -� 4 Uj LU BAR SIZES #7 AND ABOVE. ' 3. GROUT SHALL BE PLACED IN 5' 2x8 P.T. SYP#2 LIFTS TO PREVENT BLOWOUTS. 3. SEE SPECIFICATIONS AND STRUCTURAL DEPTH OF CAULKING WIDTH OF STOP JOINT REINF. WINDOW/DOOR BUCK NOTES FOR GROUT TYPE AND GROUTED 4. SEE SPECIFICATIONS AND ONE HALF THE WIDTH HEAD JOINT AT CONTROL JOINT 1V I I ( t Q CELL SIZE. STRUCTURAL NOTES FOR GROUT OF THE HEAD JOINT ROOF TRUSSES LU U �. TYPE AND GROUTED .CELL SIZE. 1 TYPICAL WALL REINFORCEMENT 5 CMU CONTROL JOINT 6 MAS ONRY DOOR/WINDOW BUCK DETAIL 7 ROOF TRUSS OSB BLOCKING PANEL DETAILS O _ z 56.2 _ S6.2 SCALE: 3/4" 1 '-0 S6.2 SCALE: 3/4" = 1'-0" S6.2 F -1 PARAPET WALL SEE F - J RE L J REm W 9/S6.2 PARAPET WALL SEE m T 9/S6.2 2x6 PARAPET WALL. ALIGN SEE 8/S6.2 FOR 2x6 PARAPET WALL. ALIGN W STUDS WITH TRUSS BELOW. ADDITIONAL INFO STUDS WITH TRUSS BEL w— < EXTEND STUD TO TOP PLATE EXTEND STUD TO TOP P` TE �+/'� BELOW. FASTEN TO TRUSS BELOW. FASTEN TO BLO ING CONTINUOUS 2x4 RIM w/6-10d EACH WEB AND w/6-10d EACH WEB AN 2x6 FLAT USEI BOARD FASTEN TO I CHORD. SPACE @ 48" O.C. NOTCH PARAPET CHORD.` SPACE @ 48" 0. . BLOCKING FASTEN TRUSS w/2-10d COMMON CONTINUOUS 2x4 RIM TO WALL w/4-10d I BOARD FASTEN TO MAX STUD AROUND TRUSS MAX OSB BLOCKING PANEL TRUSS w/2-10d COMMON BLOCKING FASTEN ALL AROUND ROOF SHEATHING 8d © 3" O.C. W/8D @ 6 O.C. 2x4 BLOCKING3ETWE I I I fFRUSSEN EA MASONRY I OSB BLOCKING I 1 PANEL EVERY OTHER TRUSS SEE PLAN 7 *ZDETAILS OSB BLOCKING PANEL EVERY OTHER 8x16 BOND TRUSS SEE PLAN /2x4 BLOCKING BEAM w/ 3 „ 2X4 BLOCKING. FASTENUPLIFT 3/8 OSB UPLIFT' + 1– 5 T&B /8 OSB CONNECTOR SOFFIT ETWpEEN EA CONNECTOR a ' CONT. TYP. SOFFIT EACH END w/A34 DO NOTSCALEDIMENSIONSFROM TRUSS ANGLES THESE DRAWINGS.IFA DIMENSION IS TYPICAL WOOD WALL TYPICAL P.T. PLATE CMU WALL, SEE CONTACT THE EDP oR k. UNCLEAR REFER TO THE (2)2x8 P.T. SYP#2 PLAN FOR TYP. CO YT CT THE ED.t FRAMING WALL REINF. W/ '/z"0 x10" A.B.. PLAN NAME OR SHEPARD RESIDENCE 1/2"0 THREADED ROD DESIGN/DRAWN/CHECKED DRILLED & EPDXIED Cs KJL LAP w/ 6" EMBEDMENT AT DATE WOOD FRAME WALL 24" O.C. w/ 2x2x12" CMU WALL ROOF TRUSS PERPENDICULAR ROOF TRUSS PARALLEL 12-19-14 PLATE WASHER. CONTROL NO. 4393 TRUSS ID. 8 ROOF TRUSS TO EXTERIOR WALL 9 PARAPET DETAIL LPA SHEP-14-00772 4 56.2 56.2 SHEET S6,2 SHEET g oF12 SEE DETAIL 6/S2.0 FOR DIAPHRAGM ATTACHMENT ILI WHERE APPLICABLE \ :T ROOF TRUSS. j q � SYP#2 2x4 NAILER FASTENED TO TRUSS I� j ROOF BOT. CHORD w 0.131x3" /3 O.C. - --------------i Associates, Inc. o and TRUSS. -+-------------- L--------------- 1 4200sceolaAvenue 2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w 8d @ 3 O.C. II__ _ II O.O. FASTENED TO TOP ROOF TRUSS. II II PLATE w/ 4-0.131x3' 111/4 SHEATHING FASTENED TO j I I II lax. Beach, Florida 32250 COMMON. MAX. TOP PLATE w/ 10d ® 3" O.C. II II Ph.242-0908 Fax.241-9557 FL: CA# 8344 SO CA#3579 16 ' MAX. SHEARWALL NOTES: I I CONTACT OCOMMS WITH YOU COMMENTS MME TS FASTEN CATS EACH END w/ 2x SYP#2 CONT. ATTACH 1. ANY ALTERNATE MAY (C1 B C @ 3-0.131x3" COMMON TOE NAILS COM TO TOP PLATE AND TRUSS BE USED AT ANY SW, / `®a� �o e EXCEPT AT `SW-2. USE a w/ 0.131x3 3 O.C. EDGE OF ®S ®e.• S' 2x MAY OVERHANG TOP PLATE. SHEARWALL ALT. D. e �� L\CEiys,,9 SHEARWALL OR SHEARWALL SW 8d@3' SW 8d@3"/6" EXTERIOR WALL 2. USE ALTERNATE A. Z = o AT EXTERIOR WALLS FULL HEIGHT THREADED ROD CONVENTIONAL STRAPPING sr ALTERNATE A ALTERNATE B ALTERNATE C ENDING BETWEEN ROOF HOLD DOWNS EACH END HOLD DOWN EACH END • *.? TRUSSES. E`-%zF •¢ QA - FULL HT ANCHORS UPPER TO LOWER STUDS d',r�••• ��P'• ROOF FLOOR DECK 10d @4"O.C. 3. USE ALTERNATE SW 8d@3/6: - (1) 8" OR (2) z"0 FULL SW 8d@3/6: (2) CS16 STRAPS 4'"a„��/ALE � /, OSB DIAPHRAGM FASTEN 5/ '/ . „ TRUSS. FLOOR E & F FOR FLOOR HEIGHT THREADED ROD EACH END _ TO NAILER w/ (1) ROW 8d 2x4 SPF#2 CONTINUOUS TRUSS. TRUSS ATTACHMENT oB END STUDS TO FOUNDATION Christopher I Sabourin PE ® 3" O.C. FASTEN TO TOP LEDGER FASTENED ToC - SOLE PLATE ANCHORS SW 8d@3/6: HTT5 OR HDU5 FL PE#71461 PLATE w/ (2) ROWS 7/i6 " OSB TRUSS WEBS WIT SEE SCHEDULE ON DETAIL 2/S2.0 (C� SOLE PLATE ANCHORS REVISIONS DATE BLOCKING EE SCHEDULE ON DETAIL 2/S2.0 2x4 SPF OF 8d ® 3" O.C. w/3-0.131x3" PANNEL FLOOR COMMON. / ALL AROUND FRAMING SHEARWALL NOTES SYP#2 2x4 NAILER FASTENED 1. PROVIDE 746" OSB SHEATHING WITH 8d COMMONS ® 3 O.C. AT PANEL BOUNDARIES AND 6" IN THE FIELD. TO TRUSS BOT. CHORD w/ FASTEN CATS EACH END w/ 72x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT ALL PANEL EDGES. (2) ROWS D.131x3" 3" O.C. 3-0.131x3" NAILS C� 6" O.C, FASTENED TO TOP INTERIOR TE w/ 4-0.131x3" 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS SHEARWALL. MON. END POSTS FOR SW. SHEARWALL OR FlELD ALTERATION E4 5-16d NAILS EXTERIOR WALL CONTRACTOR SHALL CONTACT LOU ALTERNATED ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 6/S2.0 PONTIGOBASSOCIATES PRIOR TO ALTERNATE F MODIFICATIONS ANY STRUCTURAL HELD WHICH MAY VARY 4. INSTALL INTERIOR FOOTING BELOW SHEARWALL PER DETAILS ON S2.0 FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 6 1 SHEARWALL ATTACHMENT AT ROOF 8 FLOOR 2 TYPICAL SHEARWALL ELEVATION ASSOD ATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. S6.3 S6.3 PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. TOP PLATE TO STUD ROOF FRAMING UPLIFT CONNECTOR H2.5A @ 32" ON-CENTER - SECOND STORY J rUj TOP PLATE ELEV. V FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP Z PLATE TO HEADER WITH LSTA12 @-32" O.C. ;:]n O Uj IN LIEUOF THE H2.5A STRAPS ROOF CZ U FRAMING (V� Q V H2.5A TOP & BOT. / n 1OF CRIPPLE STUD ONDr N MSTA4 4 STRAP EACH ® 32" O.C. Uj SEC . STORY A2 ELEV. SIDE OF HEADER Uj TOP PLATE g" M W DBL. TOP MAX NOTCH HEADER PLAT%NAILS BELOW TOP PLATE TOP PLATE TO STUD PORCHH2.5A@ 32" ON-CENTER STUD TO LOWER FRAMING: rSIMPSON H3 MSTA48 OR CS16 STRAP 8- HEADER, SEE PLAN. TOP & BOT. OF @ 48" ON-CENTER FULL HEIO HEADER TO JACK STUDCRIPPLE STUDMSTA24 STRAP EACH @ 32" O.C. KING STUD TO LOWER ANCHOR OR HnSIDE OF HEADER AMING 2 MSTA48 OR DOWN AT BASEMIN. (2)2x4 WOOD 1PBELOW. & (1) ADJ. M J CS16 STRAPS TO PORCH HEADER. 1 U OPTION A M � Z STUD TO LOWER FRAMING: 2ND FLOOR ELEV. ('-�J Q (n MSTA24 OR CS16 STRAP LSTA12 FOLDED © 32" ON-CENTER DOUBLE POVER LATE OVER TOP PLATE 2 MSTA24 OR CS16 KING STUD TO LOWER 1ST FLOOR TOP " HEADER w/5-10d NAILS STRAP EACH END RAMING 2 MSTA24 OR PLATE ELEV. 6 I5-10dNTO TOP PLATE & OF WALL SEGMENT CS16 STRAPS MAX BEAM. NAILS INTO BEAM. SPACE 14 ® 24" O.C. C ° 2ND FLOOR ELEV. 8-GUN o0 NAILS H2.5A TOP & BOT. OF CRIPPLE STUD MIN: (2)2x4 WOOD FRAMING WOOD BEAM THREADED ROD ® 32" O.C. OPTION B BO H (HEADER. DETAILS SEE PLAN FOR SIZE AND SPACING 3 CONVENTUAL FRAMING OVER BEAM 4 CONVENTUAL STRAPPING OVER HEADER 5 TYPICAL PORCH BEAM CONNECTION DO NOT SCALE DIMENSIONSFI THESE DRAWINGS.IF A DIMENSION G UNCLEAR REFER TO THE p ARCHITECTURAL DRAWINGS OR S6.3 S 6.3 CONTACT THE E.O:R PLAN NAME SHEPARD RESIDENCE DESIGN/DRAW N/CHECKED CS KJL /LAP DATE 12-19-14 CONTROL NO. 4393 TRUSS ID. LPA NO. SHEP-14-00772 SHEET S6.3 SHEET 1 O OF12 -mm FULL HT ANCHOR TERMINATES AT UPPERMOST TOP PLATE WHERE ANCHOR IS �! w/ NUT AND WASHER. SPECIFIED ON PLAN ADJ. TO GIRDER/BEAM WASHER CONVENTIONALLY STRAP (1/51.2) ONVENTIONALLY STRAP (1/S1.2) LOCATE ANCHOR WITHIN OD D FULL HEIGHT WHERE MAX. ANCHOR WHERE MAX. ANCHO 16" OF POST. ANCHORING SPECIFICATIONS Lou Pontigo and SPACING IS EXCEEDED SPACING IS EXCEEDED / PLAN IAA Associates, Inc. I/\I ANCHORING SYSTEM:. THE THREADED ROD ANCHORING UPLIFT OF SYSTEM SHALL CONSIST OF %"0 A307 THREADED 420 Osceola Avenue I I il I I I I I CONNECTOR RODS, ORIENTED VERTICALLY AND ATTACHED TO THE Jax. Beach, Florida 32250 I I I I I I DOUBLE TOP / FULL HT. FOUNDATION AND TO THE UPPERMOST PLATE AT THE Ph.242-0908 Fax.241-9557 I I I SEE PLAN LOCATIONS INDICATED 1N THESE DOCUMENTS. ABOVE FL: CA# 8344 SC: CA#3579 I I I I"� I PLATE DOUBLE / I I POST, PER I J SOLE FULL HT. TOP PLATE. I ANCHOR I I TOP PLATE, PROVIDE A 2"x 2"x Ys" STEEL WASHER. I I I I PLAN I PLATE ANCHOR it CONTACT USWITH YOUR COMMENTS I I I MAXIMUM SPACING FASTEN WITH A NUT AND ALLOW AT LEAST 3 j j II SEE THREADED ROD FULL HEIGHT j THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) COMMENTSfifflifif @ LP A.COM I I I I SPECIFICATIONS ON THREADED ROD 1 I I SOLID BLOCKING PLAN SEE PLAN WALL STUD ItT � ROD INSTALLATION: AT ALL PLATE PENETRATIONS, I I I I 1 O• OR POST. PROVIDE A HOLE IN THE PLATE' %" LARGER THAN THEWITHIN FLOOR I DIAMETER OF THE THREADED ROD USED:' WHILE � > S�TYP — — SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER _'' c' �No.— _ - - 1 - - - - L STEEL COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES( ) I _IT- ELEVATION WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE� I I OPTIONAL, LOCATE _ o IFLOORI RUS OR JOIST j ( � ROD SHALL BE INSTALLED APPROXIMATELY CENTERED S E OF— AS NEEDED) °� + IN HOLE. RODS MAY BE SLANTED FROM TRUE p •>A`/�— _ + VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO •• PFULL AVOID CONFLICTS FLOOR AND WALL FRAMING.WITH(TYP) I I I I II I ANCHTHE NUT ABOVE THE UPPERMOST PLATE SHALL BE 0 I I I CURED OVER WASHER TO A SNUG—TIGHT I I SE THE WA I4AT SILL PLATE AT TOP PLATE Christopher sabounn PE I1 HEADER, j I I I I FLOOR CONDITION PLUS ONE—HALF TURN OF A STANDARD FL PE#71461 YPICA I FRAMING WRENCH (APPROXIMATELY 30 FT.—LBS. OF TORQUE). I I I fl POST TO I I I I I I I I FULL HEIGHT ANCHOR INSTALLATION CHART DUE TO SHRINKAGE AND COMPRESSION OF BUILDING REVISIONS DATE I I I I I MATCH II I I CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 I I I I I I POST ABOVE I I FULL HEIGHT A C D E F FT.—LBS. OF TORQUE AFTER ALL TRADES ARE I I 0 I THREADED LETS AND P 0 INSULATION. I COMP PRIOR T I I I I I I I I THREADED ROD FOUNDATION, I I I I II I I I SEE PLAN PER PLAN. ROD 0 WOOD.PLATE CONCRETE WASHER EMBEDMENT EDGE I I f I I I HOLE HOLE SPEC. DEPTH DISTANCE EPDXY ANCHORING: ALL THREADED RODS SHALL BE I I j I I I I I 3/8 1/z"0 1/2"0 2x2x1/8 4" 6" 2" 3" DRILLED & EPDXY ANCHORED. SEE INSTALLATION I „ „ CHART FOR EMBEDMENT AND EDGE DISTANCE I s 1 i 1 5 " REQUIREMENTS 1 I q 1/2 /a 0 /is"0 3x3x /a" 6" 8 2Yz» 3 Q INSTALL D STORY 1 SEE TABLE AT RIGHT \ EMBEDMENT 5 3 ' 3 a" " 6 MAX. FROM THREADED RODS LLL FOR EPDXY ENBEDMENT � /8 /a�0 / 0 3x3x/a" 10" 10" 2Yz 3" FIELD ALTERATION TH KING STUD WHERE 2—STORY RODS DEP E CONTRACTORaASSOCIATES CONTACT LOU AND EDGE DISTANCE. O MONO STEM MONO STEMPONrIGofiAssocwTESPwoRTo CANNOT BE INSTALLED FULL HEIGHT ANCHOR F MAKING ANY STRUCTURAL FIELD ICATIONS FULL HEIGHT ANCHOR PLACEMENT DIAGRAM SOLE PLATE ANCHORS FROM THE INTENT OFTHE HMAY VARY PER SCHEDULE ON PLAN. WALL SECTION THREADED ROD INSTALLATION CHART FCONTRUCTIONTOUMETS. NY CONSTRUCTION NS MADE PR ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU POMIGO fi ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 1 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM 56.4 w J W LL U O fz ARw w U ❑ Ln Z W w L W U U � OZQ Qa. � Jw 00 T. L___j FRAMING DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION G UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME SHEPARD RESIDENCE DESIGN/DRAWN/CHECKED CS KJL LAP DATE 12-19-14 CONTROL NO. 4393 , TRUSS ID. LPA NO. SHEP-14-00772 SHEET 56.4 SHEET 11 OF12 i1 "� x LouS Pontl3 o* and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL: CA#8344 SO CA#3579 CONTACT US WITH YOUR COMMENTS SEE DETAIL COV11 T PTYA.00M LLLLLL - - - - 8/S6. 2 .�•.e} d , ® ��Qt{ER,} ir�.,y S - I THIT u RD FLOOR ' c "� c1° 1 z o PLATE HT. - 32' - 411 2w - Enos .°}fe®aa (�.n•°/rOR�1J�•m+e'�Vd N I I ® H L_ _ — — J Christo49111191iao'urin PE ■ FL PE#71451 g REVISIONS DATE I i' ROOFTOP DECK RELDALTERATION 23' - G 11 CONTRACTOR a ASSOCIATES P OR TO L CONTACT U J V MAKING ANY STRUCTURAL HELD (4)2X6 PLATE. FASTEN MODIFICATIONS WHICH.MAY.VARY SECONDF LOO R CONSTRUCTION DOCUMENTS.ANY PLIES w/Y4"x 6" LAG SCREWS HELD ALTERNATIONSOM THE INTENT FMADE PRIOTHE ORIGINAL O PLATEHT. ASSOCIATES MAY RESULT IN DOUBLE ------ --- - - - " BEING APPROVED BY LOU ONTIGOIS @ 12 0. C. 2 X 6 STUDS 22' - 011 0'1 ASSOCIATES ENGINEERING OR INSPECTION FEES. 31m a STAIR LEDGER. FASTEN H. TO WALL w/2—ROWS (4)2X6 PLATE. FASTEN OF )/4 x6 LAG SCREWS PLIES w/Y4"x6" LAG SCREWS WATER PROOFING @ 12" O.C. SEE ARCH 1 17'-1VP " PLATE HTW —� Uj 181 - 01., ® DOUBLE 2X6 LL U OVER LAP RIBBON BLOCKING BLOCKING , z OVER LAP P _ATES AT BOARD — — — — — —'\ (2)H3 AT O^' W PLATES AT �_ 1 SECOND FLOOR CORNER _ CORNER W/ ERPENDICULAR 1 - 011 EACH TRU' L.L U Q ;PENDICULAR - WALL 12 Q — WALL Li FIRST FLOOR W Cn OSB BLOCKING UJ _ 2X 8 P. T. . �I: z PLATE HT. PANEL EVERY OTHER ' Q/ w/2-ROW_ O - -- - - --- 10' - 0" TRUSS BAY _ BOLTS w/.' Q _ - w U F. O @ 24" O. 0 U STEEL BEAM, SEE PLAN - _ � 1X8 1 0 STEEL Q OF C� � SCRE MM J WT ..L RUBLE Q TUDS STAIR LEDGER. FASTEN TO WALL w/2—ROWS OF Y4 x6" LAG SCREWS ..< - " '° FIRST FLOOR ------ <- p1 - 011 =4ri III 1=1 I I 1I1 1II 1I1 1I1 1II _ I IEd I, Ell _ a.c .a I II I I I I I1- I I—I I II 1 6 1 1 FRAMING DETAILS _ 1 STAIR TOWER FRAMING - ELEVATION z STAIR TOWER FRAMING - SECTION 3 WALL SECTION S6.5 SCALE: 3/8 = 1'—C" S6.5 SCALE: 3/8" = 1'-0" S6.5 SCALE: 3/8" = 1'-0" DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS Cqt CONTACT THE E.O.R. PLAN NAME '.. SHEPARD RESIDENCE DESIGN/DRAWN/CHECKED CS KJL LAP DATE 12-19-14 CONTROL NO. 4393 TRUSS ID. LPA NO. SHEP-14-00772 SHEET S6.S SHEET 12 OF12 RESIDENCE Provided Storage ISSUED FOR PERMIT & MARK ARK MACC O SHEPARD RESIDENCE 1837 OCEAN GROVE DRIVE CONSTRUCTIONDARCHITIECTS DRAINAGE CALCULATIONS Elevation Area Storage 1. 12" deep retention area (ft) (sq,ft.) (cu.ft.)1837 OCEAN GROVE DRIVE 39. © Ba,-TQ I 02. 09. 2015 v c Predevelopmen# Runoff Volume; 476 OSCEOLA AVENUE Lot Area (A)= 7,500 sf 13.0 839.0 839.0 TOB JACKSONVILLE BEACH, FL FL 32233IMPORTANT: saaso ATLANTIC BEACHRunoff Coefficient Area (sf) Lot Area (sf) "C° Wtd "C"' Elevation Area Storage E Into@MaccoArahitects com Impervious 0 7,500 1.00 0.00 (ft) (sq,ft,) (cu.ft.) *ALL BEDROOMS IN THIS RESIDENCE MEET OR EXCEED PH: 904. 249-ARCH (2724) Pervious 7,500 7,500 0.20 0.20 THE EMERGENCY ESCAPE AND FIRE RESCUE X tJfrl�,}y._ 2. 12,i :swa:les, both sides of house 14.0 949.0 0.0 BOTTOM REQUIREMENTS BY HAVING AT LEAST ONE WINDOW www.MAccoARCHITECTs.com '�",�" 3 ;4I ``E: .,:"'S 'y' ''` v.,:k7{F ,I .ird�Ia' h s E 1 °:ah'.' a'It ...le�EF 4` I "s' �5 ai t3 ! +Y •.. 0 1.3.0 945.0 949.{? TOO OPENING PER ROOM OF 5.7 SQUARE FEET AND MEET Runoff Coefficient( _ »2�. THE SILL REQUIREMENTS OF LESS THAN 44"ABOVE Elevation Area Storage FINISHED FLOOR. REFER TO WINDOW TAGS AND Runoff Volume cu.ft.) CORRESPONDING ROUGH OPENING IN WINDOW OF V_ 0.20 x 7,500 X 9.3 / 12 (ft) (sq-ft.) SCHEDULE. ���',;Y.��',ila�*�,l, I'�'iIY',?`YidaH"�Cn.�,,.i,,ex.w�:, .;i}„;�";�3�E,,,ihi i.l.t s?F�:i�•'2 li$xE j i!?6C:,��i��itt�x.. ��'.axaµ'�,,�iE4`"�i.�i'.�,3 x�,,8h si td E: 3��,s,st{'.+t,:tzrf.ti(d:Y:ti�i ��'5i',�..,ti�' ��x x3r�ai�i:�,:a,. V= 1,163 cu.ft. 3. Front Yard retentionarea 14.0 175.0 0.0 BOTTOM 6 n deep. 13.5 175.0 87.5 TOB *NO UNDERGROUND OR OVERHEAD UTILITIES IN�iiVl�.'�-.t::{�tui�,P1#�M�fi'�kd#li_M��,�N!$il{�li�3�*hit�It.r.f�y?�£tstEtfii.��il�,l��ifiaa',At,'t,,skrx.- tp.g�I�.�,.�t�fi"4�-'-;�.;t:��5EiViu�t«i��F```.�IhI4'��}5u5�1,�IG:..!y'i'tIi.�'�)E`A�9 l��iWt�3,Ei.t.3t:;itF..Eq,��t Si yt°i'ISiP t�i.:t!t.:°i:5 h���yF'15iL>ed'?Ni�t,:kT�:3I.���hgE�i`i�ii'LY�E IhE w���.:i,{;FI4,�,'E� 1.1�,.'�:E.i�°.'r�'i 1(.i�9t�ii a ti�iE'-4,At,.ti3i tL-..�.i#ii�iidE e�:3�,�T,�t..i•7�a.�a;t : .. .,:: if Mpy W.MACCO� f�Jtde�Ql��� ent Runoff Volume: VICINITY OF PROPOSED WORK. :. , Lot Area (A)- 7,500 sf . *AFOUNDATIONSURVEYSHALLBEPERFORMEDANDA PRry COO� Runoff Coefficient Area (sf) Lot Area (sf) "C11 Wtd ,, ", COPY OF THE SURVEY SHALL BE ON THE SITE FOR THE BUILDING INSPECTORS PRIOR TO FRAMING ' : i INSPECTION * �, ITperV€AUS 2675 7r5Ql 1.00 x.36 Inground storage _ A*d*,pf OR ALL PROPERTY MARKERS SHALL BE EXPOSED AND A *D Pt Pervious 4825 7,500 0.20 0.13 , A = area 1875,5 STRING STRETCHED FROM MARKER TO MARKER TO VERIFY REQUIRED SETBACKS. NO UNDERGROUND OR OVERHEAD . II xa15 ,= ht kt i, ,I Runoff C©efflClellt( C Q.49 d = depth to ESHWT 3.0 UTILITIES IN VICINITY OF PROPOSED WORK. ) - . +' = pore factor 0.3 Inground Storage � .0 cu.ft. TYPE OF CONSTRUCTION: Runoff Volume � _.._,:.... 7 ^ .:. 0 * TYPE 5B OCCUPANCY CLASS: GROUP R-3 '_ - 49 X 7500 x 9,3 12 V- _ 1 V= 2,848 cu.ft: Required Treatment Volume 1685.0 cu.ft. PRaEcr LocArloN Supplied Treatment Volume 1688.0 cu.ft. 2010 FLORIDA BUILDING CODE. Required Storage Volume 2008 NATIONAL ELECTRICAL CODE I DV= 2,848- 1,163 2010 FLORIDA FIRE PREVENTION CODE DV= 1,685 cu.ft. 126-0" BUILDING CALCULATIONS: MARK MACCO, AIA PROVIDE SILT FENCE AROUND PROPERTY LOT TOTAL: 7,500 SF N CARB N 51'-z^ PROPERTY LINE WITH THE EXCEPTION OF THE DUMPSTER ENTRY e 55'-2" FIRST FC.ACSPACE: 1,880 SF FLORIDA REGISTRATION: # AR96004 E-69'-11 PROPERTY LINE 2ND FL.AC SPACE: 1,575 SF _ - _ _ - -- _-- - =- f- --- s - - - -- - TOTAL AC SPACE. 8SF No. Description Date 3RD FL. AC SPACE: 123 SF 3 57 p SWALE AREA TO RUN THE LENGTH OF TH E LOT ! II 12"DEEP SWALE.405 SF j 6' H FENCE _ _ _- J - SSB - -' - TED TO BACK OF LOT. GUTTER - -- - -- - -- , GARAGE: 528 SF --- - -� GUTTER DOWNSPOUT INTO GROUND AND DIRECTED - - - T - - `TT � - - - � � ��I PERMEABLE POOL DECK 509 SF I - _ - I TEMPORARY I I DOWNSPOUT INTO GROUND EAVE EDGE i ; PERMEABLE GARAGE DRIVEWAY: 658 SF EAve EDGE DUMPSTER LOCATION. a AND DIRECTED TO BACK I I I - - - - - - - - - - - - - BUIL.�INGSITE FOOT PRINT: 2675 SF -OF LOT.- - - - - - - - - ' i I TOTAL SITE COVERAGE 7500 SF MINIMUM BUILDING MINIMUM SWALE 175 SF TOTAL LO,. E'E tCENT COVERAGE: 35% SETBACK LINE I - L -' - - - - - - - - - I GUTTER --------------- � SWALE RBNTENTION , I -� AREA. 12'.DEE GUTTER GENERAL PARKING NOTE: CONTRACTOR: AREA: 83�SF PROPERTY LINE ARIA HOMES, INC. OVERFLOW OF CONSTRUCTION SITE 20'-0" PAF ING TO BE AT THE END OF OCEAN GROVE IRINA JOHNSON - i', FSB DR. 18TH ST. 701 MARKET ST. SUITE 3 + 12" HIGAREA TO 1 POOL EXISTING GRADE: PROVIDE ST.AUGUSTINE, FL WATER RETENSION 1a'-°^ 32095 ON LOT EXISTING GRADE: CELL:904-610-4762 i _ _ EXISTING GRADE: 14'-0° � '� � FAX: 904-212-2045 III 14'-0" L EMAIL: IRINA ARIAHOMES.COM LU II I PROPERTY LINE ',I ui0 > PROPERTY LINE of ISI � - PROVIDE SILT FENCE AROUND=11 w PROPERTY SH EPARD WITH THE EXCEPTION OF THE 9 _ A o DUMPSTER ENTRY = i� ET LIST SHE DOWNSPOUT INTO - A 100 TITLE SHEET GROUND AND DIRECTED T j A101 GrNERALNOTES O FRONT OF LOT. 20'-0RESIDENCE ' A 102 GENERAL NOTES I] A 200 FIRST FLOOR PLAN RSB ri. A 201 SECOND FLOOR PLAN' MINIMUM BUILRINCa SETBACK.LINE � A 202 ROOF PLAN MINIMUM BUILDING SETBACK LINE PER CODE it A 203 SCHEDULES A 300 ELEVATIONS t3R11�EWAY 1 A 301 ELEVATIONS is I 1 TITLE SHEET A 400 SECTIONS AC A 401 SECTIONS SPERMEABLE�URF24 -0' A 402 SECTION DETAILS BLD.SET BACK... A 600 I FLASHING DETAILS I S A/B _. A 601 FLASHING DETAILS A-1/B-1 Project Number 2014008 E100 FIRST FLOOR ELECTRICAL PLAN Date EXISTING GRADE L 02/09/2015 � 1 14,_0„ - - _ - - _ - - - - - - - - - - � - - -r ^ � - ;l E 101 SECOND FLOOR ELECTRICAL PLAN I'--,_-__ 6'H GATE AND TEMPORARY Grand total: 16 Drawn By MWM SWALE AREA TO RUN THE LENGTH OF TH E LOT \ � SSB I FENCE PORTOLET LOCATION � � 12' DEEP SWALE. 544 SF v _I {{ Checked By MWM - - - - - - - - - - - - - - - - - � - - - - - ------- --- - - ----- -------- ---------------- ------------------------------- --- - - - - - - ---------------- --- - - - -- -- ------_- - - _ -----_-- - - - - - - - - - - - - - N-s'-10^ PROVIDE SILT FENCE AROUND PROPERTY E 55'- 1" E-69'- 1r' MINIMUM BUILDING PROPERTY LINE WITH THE EXCEPTION OF THE DUMPSTER ENTRY IFILE60Y SETBACK LINE NORTH GENERAL NOTES PROPERTY LINE 100 REVIEWED / Cl) SITE PLAN 1. SEE SHEET A203- ROOF PLAN FOR ADDITIONAL ROOF OR CODE CO ': `7 CrrY®FAT f; � 3116" = 1'-0" INFORMATION. SEEPERMITS 1FORADDMONAi LO 2. SLOPE/CANT ALL SOIL AWAY FROM ALL FOOTERS& AEC)L7REMENTSAYD CONDMONs'. o \/ STRUCTURE, TYP. Scale As indicated ioATE, Onf t a MARK MACCIi, \ AI CHITECT � A SECTION REQUIREMENTS: TERMITE CONTROL A. CONCRETINC; ROUGH CARPENTRY F. MISCELLANEOUS PRODUCTS: D. FASTENERS: 1. CONSTRUCT FORM WORK AND MAINTAIN TOLERANCES 2. FIRE RETARDANT TREATED MATERIALS: AWPA C20 LUMBER 1.AIR INFILTRATION BARRIER: ASTM D 226, TYPE 1,#15 1. FASTENERS OF SIZE AND TYPE INDICATED. WHERE ZED EXCAVATION CONSISTS OF REMOVING MATERIALS A. TERMICIDES: AND SURFACE IRREGULARITIES WITHIN ACI 117 LIMITS OF AND AWPA C27 PLYWOOD, INTERIOR TYPE "A"TREATMENT, ASPHALT FELT, UNPERFORATED. CARPENTRY IS EXPOSED TO WEATHER, IN GROUND 476 JACKSONVILLE S LAVENUE 1. UNAUTHORI LABELED BY A TESTING AND INSPECTING AGENCY CONTACT, OR IN AREA OF HIGH RELATIVE HUMIDITY. 32250 BEACH, FL BEYOND INDICATED SUB GRADE ELEVATIONS OR DIMENSIONS CLASS "A" FOR CONCRETE EXPOSED TO VIEW AND CLASS ACCEPTABLE TO AUTHORITIES HAVING JURISDICTION. sz2so WITHOUT DIRECTION BY ARCHITECT. UNAUTHORIZED EXCAVATION 1. PROVIDE A WORKING SOLUTION IN CONCENTRATIONS "C" FOR OTHER CONCRETE SURFACES. 2. FASTENERS: SIZE AND TYPE INDICATED. WHERE ROUGH PROVIDE FASTENERS WITH A HOT DOP ZINC COATING AND REMEDIAL WORK SHALL BE AT CONTRACTOR'S EXPENSE. RECOMMENDED BY MANUFACTURER. CARPENTRY IS EXPOSED TO WEATHER, IN GROUND PER ASTM A 153 OR OF TYPE 304 STAINLESS STEEL. E: Info@MaccoArchitects.com 2. SET WATER STOPS WHERE INDICATED TO ENSURE JOINT C. LUMBER: CONTACT, OR IN AREA OF HIGH RELATIVE HUMIDITY. PH:904, 249-ARCH (2724) 2. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES A. INSTALLATION: WATER TIGHTNESS. 1. DIMENSION LUMBER: THE FOLLOWING GRADES PER PROVIDE FASTENERS WITH A HOT DIP ZINC COATING PER I. POWER DRIVEN FASTENERS: CABO NER OCCUPIED BY OWNER. PROVIDE ALL TEMPORARY UTILITY SERVICES ASTM A 153 OR OF TYPE 304 STAINLESS STEEL. 272. www.MACCOARCHITECTS.com WITHIN CONTRACT. 1. PREPARE SURFACES AND APPLY TREATMENT AT RATES AND 3 PLACE VAPOR RETARDER ON PREPARED SUB GRADE, INSPECTION AGENCY INDICATED: CONCENTRATIONS RECOMMENDED IN MANUFACTURE'S WITH JOINTS LAPPED 6 INCHES(150MM)AND SEALED. EXECUTION: WOOD ROOF TRUSSES (PER ENGINEERING DWGS.) WRITTEN INSTRUCTIONS. I. NON LOAD BEARING INTERIOR PARTITIONS: STANDARD A. INSTALLATION: 4.ACCURATELY POSITION, SUPPORT, AND SECURE STUD OR#3 GRADE. MIXED SOUTHERN PINE: SPIB. A. SECTION REQUIREMENTS: MJF' fid© LS: REAS OF NEW 1. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION; .(` MATERIA 0 ALL A B. L T PLY TERMITE CONTROL 2.AP TE REINFORCEMENT. 11, FRAMING OTHER THAN NON LOAD BEARING PARTIIONS: 1. SATISFACTORY SOIL; ASTM D 2487 SOIL CLASSIFICATION GROUPS CONSTRUCTION. CONSTURCTION OR#2 GRADE: SOUTHERN PINE SPIB. SCRIBE AND COPE FOR ACCURATE FIT. CORRELATE 1. ENGINEER; FABRICATE,AND ERECT METAL PLA GW GP GM, SW, SP,AND SM. FREE OF ROCK OR GRAVEL. LARGER OF APPLICATION WARNING WORKERS 5. INSTALL CONSTRUCTION, ISOLATION, AND CONTROL LOCATION OF FURRING, BLOCKING, AND SIMILAR CONNECTED WOOD TRUSSES TO WITHSTAND DESIGN CD MARK W. MACCO*y THAN 2" (50MM) IN ANY DIMENSION, DEBRIS,WASTE, FROZEN 3. POST SIGNS IN AREAS EEN APPLIED. JOINTS. SUPPORTS TO ALLOW ATTACHMENT OF OTHER LOADS WITHOUT EXCEEDING DEFLECTION LIMITS OF M THAT SOIL TERMITICIDE TREATMENT HAS BIII. EXPOSED FRAMING SELECT STRUCTURAL GRADE, HAND CONSTRUCTION. ANSI/TPI 1, NATIONAL DESIGN STANDARD FOR METAL in_ MATERIALS,VEGETATION, OR OTHER DELETERIOUS MATTER. REMOVE SIGNS WHEN AREAS ARE COVERED B OTHER SELECTED: SOUTHERN PINE: SPIB. PLATE CONNECTED WOOD TRUSS CONSTRUCTION." AR96004r1t 6. PLACE CONCRETE IN A CONTINUOUS OPERATION AND 2. SECURELY ATTACH ROUGH CARPENTRY WORK TO 2. UNSATISFACTORY SOIL; ASTM D 2487 SOIL CLASSIFICATION CONSTRUCTION. CONSOLIDATE USING MECHANICAL VIBRATING EQUIPMENT. 3. MICRO LAM BEAMS: LAID UP FROM WOOD STRANDS WITH ;00 GROUPS GC, SC, ML,MH; CL, CH, OL, OH,AND PT. EXTERIOR TYPE ADHESIVE COMPLYING WITH ASTM D WITH SUBSTRATE BY ANCHORING AND FASTENING AS 2. IN ADDITION TO PRODUCT DATA, SUBMIT SHOP L TERMITICIDE TREATMENT SOLUTION TO DAMAGE OR INDICATED, COMPLYING WITH THE FOLLOWING DRAWINGS AND STRUCTURAL ANALYSIS DATA, SIGNED � �+'ED P►4�' 4. REAPPLY S01 7. PROTECT CONCRETE FROM PHYSICAL AREAS DISTURBED BY SUBSEQUENT EXCAVATION OR OTHER REDUCED STRENGTH DUE TO WEATHER EXTREMES GRAIN OF STRANDS PARALLEL TO THEIR LENGTHS. AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER 3. BACKFILL AND FILL; SATISFACTORY SOIL MATERIALS. CONSTRUCTION ACTIVITIES FOLLOWING APPLICATION. DURING MIXING, PLACING, AND CURING. I. EXTREME FIBER STRESS IN BENDING: 2900 PSK20 3.WOOD BASED STRUCTURAL USE PANEL ROOF ENGAGED BY THE FABRICATOR WHO IS REGISTERED IN GRADED MIXTURE OF MM ACTUAL DEPTH MEMBERS. SHEATHING SHALL BE RATED FOR EXPOSURE#1. HAVE A FLORIDA. , ARTIFICIALLY 12 NOMINAL 286 ) S OF 19/32"AND SHALL BE 4. SUBBASE: NATURALLY OR A MINIMUM NOMINAL THICKNESS NATURAL OR CRUSHED GRAVEL, CRUSHED STONE,AND NATURAL OR 5. MASSEY TO PROVIDE TERMITE TREATMENT. 8, FORMED SURFACE FINISH: SMOOTH FORMED FINISH MPa) 1. MODULUS OF ELASTICITY: 2,000,000 PSI (13,800 WITH AT LEAST 95 PERCENT PASSING FOR CONCRETE EXPOSED TO VIEW, COATED, OR CONTINUOUS OVER TWO OR MORE SPANS WITH FACE 3. ENGAGE A FABRICATOR WHO PARTICIPATES IN A CRUSHED SAND,ASTM D 2940, MPa). A 1-1/2" (38MM)SIEVE. COVERED BY WATERPROOFING OR OTHER DIRECT GRAIN PERPENDICULAR TO SUPPORTS. SPAN RATING RECOGNIZED QUALITY ASSURANCE PROGRAM THAT e APPLIED MATERIAL; ROUGH FORMED FINISH ELSEWHERE. III. FY=285 PSI. PANEL IDENTIFICATION INDEX IS 32116. MAXIMUM SPAN IF INVOLVES INSPECTION BY AN INDEPENDENT INSPECTING 5. BEDDING: SUBBASE MATERIALS WITH 100 PERCENT PASSING A 1" BLOCK OR OTHER EDGE SUPPORTS IS 32". MAXIMUM SPAN AND TESTING AGENCY ACCEPTABLE TO AUTHORITIES 25MM SIEVE AND NOT MORE THAN 8 PERCENT PASSING A NO. CAST IN PLACE CONCRETE 9. UNFORMED SLAB FINISHES; SCRATCH FINISH FOR 4. PREFABRICATED WOOD/I-JOISTS: MADE FROM STRESS WITHOUT EDGE SUPPORT IS 28". PLYWOOD TO BE TYPE HAVING JURISDICTION. ( ) S. FLOAT GRADED LUMBER FLANGES AND WOOD BASED STRUCTURAL CDX. TAR SETTING BED (OA75MM) SIEVE. SURFACES TO RECEIVE MOR USE PANEL WEBS WITH EXTERIOR TYPE ADHESIVE A SECTION REQUIREMENTS: FINISH SURFACES FOR INTERIOR STEPS, RAMPS AND 4. COMPLY WITH ANSI/TPI 1; TPI HIB,"COMMENTARYALIAND E FILL WASHED, EVENLY GRADED MIXTURE OF CRUSHED SURFACES TO RECEIVE WATERPROOFING, ROOFING OR COMPLYING WITH ASTM D 2559. I. 8D RING SHANK NAILS AT 6"TYPICAL. RECOMMENDATIONS FOR HANDLING INSTALLING & G BRACING METAL PLATE CONNECTED WOOD TRUSSES' 6. DRAINAGE , STONE OR CRUSHED OR UNCRUSHED GRAVEL,ASTM D 448, SIZE 57, 1. SUBMIT PRODUCT DATA. OTHER DIRECT APPLIED MATERIAL. TROWELED FINISH VE FLOOR I. STRUCTURAL CAPACITIES: ESTABLISH AND II. AT GABLE ENDS, USE 8D RING ;HANK NAILS AT AND AFPA'S"NATIONAL DESIGN SPECIFICATION FOR „ RS TO RECEIVE , WITH 100 PERCENT PASSING.. A 1-112 (38MM) SIEVE AND NOT MORE ACI-301 "SPECIFICATIONS FOR FOR FLOOR SURFACES AND FLOORS MONITOR STRUCTURAL CAPACITIES ACCORDINGfO „ THAN 5 PERCENT PASSING A N0. 8 (2.36MM)SIEVE. 2. COMPLY WITH ASTM C-94, COVERINGS, PAINT, OR OTHER THIN FILM FINISH COATINGS. 4 O.C.TYPICAL FOR FIRST THREE TRUSSES. WOOD CONSTRUCTION AND ITS"SUPPLEMENT". .MARK MACCO, AIA RETE FOR BUILDINGS ;ACI-318, BUILDING SURFACES TO ASTM D 5055. SSTRUCTURAL CONC BROOM FINISH FOR SU BR � .� CODE REQUIREMENTS FOR STRUCTURAL CONCRETE";AND TROWEL AND FINE N CARB „ RECEIVE THIN SET TILE. NON SLIP BROOM FINISH TO STRUCTURAL ENGINEERING PIANS AND 4. NAILING AT WINDOWS: WIDTH 6-3 OR SMALLER, USE (2) 5. COMPLY WITH THE FOLLOWING: REFER TO STS "-X2" LONG NAILS AT 16" O.C. FOUR SIDES. CRSI'S"MANUAL OF STANDARD PRACTICE", EXTERIOR CONCRETE PLATFORMS, STEPS,AND RAMPS. 5. .097 SPECIFICATIONS. WWL TOP CHORD..........20psf FLORIDA REGISTRATION: #AR95004 BOTTOM CHORD..............5 sf AT SLIDING GLASS DOORS. USE p TESTING AGENCY TO 5. NAILING (2) .097"-X2" C. EARS ORK. 3. ENGAGE A QUALIFIED INDEPENDENT *CONCRETE FINISH TO 8E GROUND AND POLISHED. E MIXES. H, LONG NAILS AT 16"O.C. TOP AND BOTTOM AND AT FIXED ET T FINISH.TEST CONCRETE TO 600 GRI I PROCESS 1. PROTECT SUB GRADES AND FOUNDATION SOILS FROM SOFTENING SIX STEP f JAMB. WDL TOP CHORD..........20ps No. Description Date AND DAMAGE BY WATER, FREEZING TEMPERATURES, OR FROST. PRODUCTS: 10. UNIFORMLY SPREAD 25 LB/100 SQ. FT. (1.5 KG/SQ. M.) BOTTOM CHORD..............5psf REGARDLESS OF OF DAMPENED NON SLIP AGGREGATE OVER FLOATWINDSLIP E. PANEL PRODUCTS: WIND TOP CHORD.....11 O MPH TIONS EXPOSE VA D B GRADE ELEVATIONS MATERIALS: SURFACE. TAMP AN 'L. EXCAVATE TO SU A. M FINISHED PAVING SU CHARACTER OF MATERIALS AND OBSTRUCTIONS ENCOUNTERED. AGGREGATE. TOP CHORD PI TRUSSES TO BE#2 R MISCELLANEOUS CARPENTRY PINE. AGG RN I CHARA 2. SOUTHERN 1. DEFORMED REINFORCING BARS; ASTM A-615, GRADE 60(ASTM 1. WOOD BASED STRUCTURAL USE PANELS: DOC PS 3. EXCAVATE FOR STRUCTURES, BUILDING SLABS, PAVEMENTS AND A-615M, GRADE 420). 11.APPLY DRY SHAKE COLOR HARDENER TO FLOAT PROVIDE PLYWOOD COMPLYING WITH DOC PS1,WHERE PRODUCTS: WALKWAYS. TRIM SUB GRADES TO REQUIRE LINES AND GRADES. 2.WELDED STEEL WIRE FABRIC; ASTM A-185, FLAT SHEETS, NOT FINISHED SURFACE, REPEATING FLOAT FINISHING TO PLYWOOD IS INDICATED. PRODUCTS: ROLLS. 6X6,#10/#10. EMBED EACH APPLICATION. APPLY FINAL TROWEL FINISH. 4.'UTILITY TRENCHES: EXCAVATE TRENCHES TO INDICATED SLOPES, I. FACTORY MARKPANELS EVIDENCING COMPLIANCE WITH A. LUMBER: A. MATERIALS LINES, DEPTHS, AND INVERT ELEVATIONS. MAINTAIN 12" (300MM) OF 3. PORTLAND CEMENT; ASTM C-150, TYPE 1. 12. CURE FORMED SURFACES BY MOIST CURING UNTIL GRADE REQUIREMENTS. WORKING CLEARANCE ON EACH SIDE OF PIPE OR CONDUIT. o FORMS ARE REMOVED. 1. INTERIOR PARTITION FRAMING: STANDARD STUD, OR#3 1. DIMENSION LUMBER: COMPLY WITH DOC PS 20, 4. FLY ASH; ASTM C-618, TYPE F. MAX. 20% OF TOTAL CEMENT& II, PANELS WITH SPAN RATINGS REQUIRED BY SUPPORT GRADE: MIXED SOUTHERN PINE; SPIB: AMERICAN SOFTWOOD LUMBER STANDARD",ANY I. PLACE, COMPACT,AND SHAPE BEDDING COURSE TO FLY ASH. 13. BEGIN CURING UNFORMED CONCRETE AFTER SPACING INDICATED, SPECIES, GRADED VISUALLY OR MECHANICALLY. PROVIDE CONTINUOUS SUPPORT FOR PIPES AND CONDUITS 2. OTHER FRAMING CONSTRUCTION OR#2 GRADE: 5. AGGREGATE; ASTM C- 3, CLASS 4S. FINISHING. KEEP CONCRETE CONTINUOUSLY MOIST FOR 2. CONNECTOR PLATES: STRUCTURAL QUALITY STEEL OVER ROCK AND OTHER UNYIELDING BEARING SURFACES AT LEAST SEVEN DAYS. III. COMBINATION SUB FLOOR UNDERLAYMENT: APA SOUTHERN PINE SPIB. AND TO FILL UNAUTHORIZED EXCAVATIONS. RATED STURD-1-FLOOR, EXPOSURE 1. SHEET, ZINC COATED;COMPLYING WITH ASTM A 653, 6.FIBER REINFORCEMENT; ASTM C-1 116,TYPE III, ENGINEERED 3. EXPOSED BOARDS: MATCH EXISTING. GRADE 33, G60(ASTM A-653M, GRADE 230, Z180) COATING II. PLACE AND COMPACT INITIAL BACK FILL OF SATISFACTORY POLYPROPYLENE FIBERS. 14. OWNER WILL ENGAGE A TESTING AGENCY TO DESIGNATION;AT LEAST 0.0359" (0.91 MM)THICK. SOILED MATERIAL OR SUBBASE MATERIAL, FREE OF PERFORM TESTS AND TO SUBMIT TEST REPORTS. IV. SUB FLOORING: APA RATED SHEATHING, EXPOSURE 1. 4. CONCEALED BOARDS: MIXED SOUTHERN PINE,#2. PARTICLES LARGER THAN 1"(25MM)TO A HEIGHT OF 12" 7. AIR ENTRAINING ADMIXTURE; ASTM C-260. 15. PROTECT CONCRETE FROM DAMAGE. REPAIR V. WALL SHEATHING: APA RATED STRUCTURAL I 3.O FASTENERS: HOT DOP GALVANIZED , ER WHERE M X-153 (300MM) OVER THE UTILITY PIPE OR CONDUIT. PLACE AND SURFACE DEFECTS IN CONCRETE. SHEATHING, EXPOSURE 1. A MISCELLANEOUS LUMBER:#3 OR STANDARD GRADE OF TO STAINLESS STEEL,TYPE LA IV 316,WHERE EXPOSED COMPACT FINAL BACK FILL OF SATISFACTORY SOIL 8. CHEMICAL ADMIXTURE; ASTM C-494. ANY SPECIES FOR NAILERS, BLOCKING AND SIMILAR TO WEATHER OR TO HIGH RELATIVE HUMIDITIES. SIZE MATERIAL TO FINAL S UCK FILL . VI. ROOF SHEATHING: APA RATED STRUCTURAL I MEMBERS. AND TYPE INDICATED. 9. WATER STOPS; FLAT DUMBBELL OR CENTER BULB TYPE, OF SHEATHING, EXTERIOR. 5. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN ONE EITHER RUBBER(CRD C-513)OR PVC (CRD C-572). B. INTERIOR WOOD TRIM: 4. METAL FRAMING ANCHORS: MANUFACTURED FROM VERTICAL TO FOUR HORIZONTAL TO RECEIVE FILL. VII. PLYWOOD UNDERLAYMENT FOR RESILIENT FLOORING: HOT DIP, ZINC COATED STEEL SHEET COMPLYING WITH RECEIVE FILL 10.VAPOR RETARDER; CLEAR 6-MIL-(0.2MM)THICK APA B-C UNDERLAYMENT EXTERIOR PLYWOOD PANELS 1. SOFTWOOD TRIM: EASTERN WHITE, IDAHO WHITE, ASTM A-653, G60 (ASTM A-653M, Z180) COATING TING GROUND SURFACE TO POLYETHYLENE. WITH FULLY SANDED FACE. LODGE POLE, PONDEROSA, OR SUGAR PINE; GRADE B & DESIGNATION; STRUCTURAL, COMMERCIAL, OR LOCK E OR EXISTING PO ER SELECT OR SUPREME. QUALITY, AS STANDARD WITH MANUFACTURER 6.WHEN SUBGRAD ROUGH CARPENTRY BETTER, HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAK UP FORMING GROUND SURFACE, PULVERIZE, MOISTURE-CONDITION OR AERATE 11. LIQUID MEMBRANE-FORMING CURING COMPOUND; ASTM A. SECTION REQUIREMENTS: VIII. PLYWOOD UNDERLAYMENT FOR CERAMIC TILE: APA FOR TYPE OF ANCHOR INDICATED. SOIL, AND RE-COMPACT, C-309, CLEAR, TYPE 1, CLASS B WATERBORNE. RATED UNDERLAYMENT GRADE EXTERIOR PLYWOOD, 518" 2.WOOD MOLDING PATTERNS: STOCK MOLDINGS 1. SUBMIT MODEL CODE EVALUATION REPORTS FOR (15.9MM) THICK. INDICATED, MADE TO PATTERNS INCLUDED IN DE FOR WM S H EPAR D 7. PLACE BACK FILL AN FILL IN LAYERS NOT MORE THAN 8" (200MM) IN 12. NONSLIP AGGREGATE; FACTORY PRODUCED, RUSTPROOF, ENGINEERED WOOD PRODUCTS. 7 AND GRADED UNDER WMMPA WM 4; "N"GRADE FOR LOOSE DEPTH AT 0 I M MOISTURE CONTENT. COMPACT EACH NON GLAZING, FUSED ALUMINUM OXIDE GRANULES OR CRUSHED PRODUCTS: IX. PLYWOOD UNDERLAYMENT FOR CARPET: APA TRANSPARENT FINISH. LAYER UNDER STRU TI, RES, BUILDING SLABS, PAVEMENTS AND EMERY, UNAFFECTED BY FREEZING MOISTURE, AND CLEANING UNDERLAYMENT EXPOSURE 1 PLYWOOD PANELS WITH WALKWAYS TO 95P NT OF MAXIMUM DRY DENSITY ACCORDING MATERIALS. A LUMBER GENERAL: FULLY SANDED FACE. 3. CLOTHES RODS; (1) 1/2" (38MM) DIAMETER, CLEAR, KILN TO ASTM D1 TO ELS W ERE TO 90 PERCENT DRIED HARDWOOD RODS. B. FABRICATION: RESIDENCE 13. DRY SHAKE COLOR HARDENER; PACKAGED, DRY 1. DRESSED LUMBER, S4S, 19% MAXIMUM MOISTURE 2. PARTICLE BOARD UNDERLAYMENT: ANSI A208.1, GRADE 8. GRADE AREAS TO A SMOOTH SURFACE TO CROSS-SECTION, LINES, COMBINATION OF MATERIALS CONSISTING OF PORTLAND CONTENT FOR 2" (38MM)THICKNESS OR LESS, MARKED WITH PBU C. PANEL PRODUCTS: 1. FABRICATE WOOD TRUSSES WITHIN MANUFACTURING AND ELEVATIONS INDICATED. GRADE LAWNS,WALKWAYS, AND CEMENT, GRADED QUARTZ AGGREGATE, NON FADING MINERAL GREADE STAMP OF INSPECTION AGENCY. TOLERANCES OF ANSI/TPI 1 AND CONNECT TRUSS UNPAVED SUB GRADES TO TOLERANCES OF PLUS OR MINUS 1-1/4 OXIDE COLORING PIGMENTS, AND PLASTICIZING ADMIXTURE B TREATED MATERIALS: 3. HARD BOARD UNDERLAYMENT: ANSI/AHA Al 35.4, CLASS 1. WOOD BASED STRUCTURAL USE PANELS: DOC H 2. MEMBERS BY METAL CONNECTOR PLATES. (32MM)AND PAVEMENTS AND AREAS WITHIN BUILDING LINES TO PLUS COLOR AS FOR AS SELECTED BY ARCHITECT. 4 SERVICE. S1 S 1VITH BACK SIDE SANDED. PROVIDE PLYWOOD COMPLYING WITH DOC PS1,WHERE PLYWOOD IS INDICATED. 2. CONTRACTOR RESPONSIBLE TO VERIFY ALL TRUSS SIZES OR MINUS 112" (13MM). 14. FOR ALL EXTERIOR WALKS USE DRY SHAKE COLOR 1. PRESERVATIVE TREATED MATERIALS; AWPA C2 LUMBER 4. FIBER BOARD SHEATHING: ANSI/AHA Al 94.1, TYPE IV, I. FACTORY MARK PANELS EVIDENCING WITH TO FIT AS BUILT JOB CONDITIONS. 9. UNDER PAVEMENTS AND WALKWAYS, PLACE SUB BASE COURSE HARDENER U.N.O. IN PLACE OF PLAIN CONCRETE. AND AW APPROVED OD, LAS BOARD OF BY AN INSPEC ION AFTER CLASS 1, 11 INCH(13MM) THICK. GRADE REQUIREMENTS. GENERAL NOTES A MATERIAL ON PREPARED SUB GRADES AND COMPACT AT OPTIMUM A. INSTALLATION: MOISTURE CONTENT TO REQUIRED GRADES, LINES, CROSS-SECTION I. COMPRESSIVE STRENGTH: 2500 PSI (17.3 MPA)AT 28 TREATMENT, KILN DRY LUMBER 15% MOISTURE CONTENT, ESP AND IVPLYWOOD TTOI19 GATED 5. GYPSUM SHEATHING BOARD: ASTM C-79, WATER II. MISCELLANEOUS CONCEALED PANELS: APA RESISTANT CORE. 1.INSTALL AND BRACE TRUSSES ACCORDING TO AND THICKNESSES. DAYS. ITEMS AND THE FOLLOWING: RATED SHEATHING EXPOSURE 1 SPAN RATING TO RECOMMENDATIONS OF TPI. SPACE TRUSSES AS R SLABS-ON-GRADE, PLACE DRAINAGE FILL ON PREPARED II. SLUMP LIMIT: 4" (100MM)AT POINT OF PLACEMENT. IN CONNECTION WITH ROOFING, 6. GLASS FIBER SURFACED GYPSUM SHEATHING BOARD: SUIT FRAMING IN EACH LOCATION. INDICATED; INSTALL PLUMB, SQUARE,AND TRUE TO LINE; ROSS-SECTION AND FLASHING,VAPOR BARRIERS AND WATER ASTM C-79, WATER RESISTANT CORE SURFACED ON FACE III. MISCELLANEOUS EXPOSE THICKNESS. PROOFING. INTERIOR, D PLYWOOD: A-D AND SECURELY FASTEN TO SUPPORTING CONSTRUCTION. Project Number 10. UNDEI WOOD MEMBERS 2014008 SUB GRADE AND COMPACT TO REQUIRE CIII. WATER CEMENT RATIO: 0.45 MAX AT POINT OF AND BACK WITH GLASS FIBER MATS AND ALKALI THICKNESS AS INDICATED. PLACEMENT. RESISTANT COATING. 2.ANCHOR TRUSSES SECURELY AT ALL BEARING POINTS Date 02/09/2015 11.ALLOW TESTING AGENCY TO INSPECT AND TEST EACH SUB GRADE 7.0 PERCENT FOR CONCRETE IL. CONCEALED MEMBERS IN CONTACT WITH USING METAL FRAMING ANCHORS AND FASTEN SECURELY. AND EACH FILL OR BACK FILL LAYER AND VERIFY COMPLIANCE WITH IV. AIR CONTENT: 5.5 TO MASONRY OR CONCRETE. 7. EXTRUDED CELLULAR POLYSTYRENE SHEATHING: ASTM 2. PARTICLE BOARD; COMPLY WITH AND FACTORY MARK Drawn By Author REQUIREMENTS. EXPOSED TO FREEZING AND THAWING, 2 TO 4 PERCENT C-578 TYPE IV WITH T&G SHIP LAP LONG EDGES. EACH PANEL ACCORDING TO ANSI A208.1. PARTICLE 3. SECURELY CONNECT EACH TRUSS PLY REQUIRED FOR ELSEWHERE BOARD UNDERLAYMENT: GRADE PBU. FORMING BUILT UP GIRDER TRUSSES. ANCHOR TRUSSES Checked By MWM 12. REMOVE SURPLUS SATISFACTORY SOIL AND WASTE MATERIAL, III. WOOD FRAMING MEMBERS LESS THAN 18 8, POLYISOCYANURATE FOAM SHEATHING: FS HH-1-1972/1, TO GIRDER TRUSSES. INCLUDING UNSATISFACTORY SOIL, TRASH AND DEBRIS, AND LEGALLY 15. REFER TO STRUCTURAL ENGINEERING PLANS AND INCHES(460MM)ABOVE GRADE. CLASS 1 OR 2; WITH ALUMINUM FOIL FACINGS. FOAM DISPOSE OF IT OFF OWNER'S PROPERTY. SPECIFICATIONS. IV. WOOD FLOOR PLATES INSTALLED OVER PLASTIC CORE AND FACINGS SHALL HAVE FLAME SPREAD (CONTINUED ON NEXT SHEET).... CONCRETE SLABS DIRECTLY IN CONTACT WITH OF 25 OR LESS,WHEN TESTED INDIVIDUALLY. 101 a EARTH. n ch N LO T 0 Scale N rn 04 MARK MAC WOOD R OF TRUSSES, CONTINUED... EXECUTION: PROJECT GENERAL NOTE DARCHITEC1 \ B. FABRICATION: A. INSTALLATION: 1. THE GENERAL CONTRACTOR(GC) SHALL VERIFY ALL 17. THE NEW THERMOSTAT SHALL BE AUTOMATIC, W/DELAY EXISTING CONDITIONS IN THE FIELD PRIOR TO THE BID & FOR EFFICIENCY NIGHT SET BACK WITH INTEGRAL CLOCK \ 1. FABRICATE WOOD TRUSSES WITHIN MANUFACTURING 1. INSTALL WOODWORK TO COMPLY WITH AWI SECTION 170 EXECUTION OF ANY WORK THE GC SHALL CAREFULLY WITH INTEGRAL CLOCK SETTINGS FOR TWO PERIODS IN 24 476 OSCEOLA AVENUE TOLERANCES OF ANSI/TPI 1 AND CONNECT TRUSS FOR GRADE SPECIFIED. SURVEY THE EXISTING JO CONDITIONS TO VERIFY THEM. HOURS. JACKSONVILLE BEACH, FL MEMBERS BY METAL CONNECTOR PLATES. 32250 2. INSTALL WOODWORK LEVEL, PLUMB, TRUE AND 2. THE GC SHALL VERIFY A L DIMENSIONS IN THE FIELD. 18.ALL FAUCETS AND SHOWER HEADS TO BE FLOW 2.CONTRACTOR RESPONSIBLE TO VERIFY ALL TRUSS STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. DIMENSIONS TAKE PRIORITY OVER SCALE, DIRECTION TO RESTRICTING (NOT TO EXCEED 2.75 GPM). E: Info@MaccoArchitects.com SIZES TO FIT AS BUILT JOB CONDITIONS. INSTALL TO A TOLERANCE OF 1/8" IN 96" (3MM IN 2400MM) ALIGN TAKES PRIORITY OVER DIMENSIONING, DIMENSIONING PH: 904. 249-ARCH (2724) A. INSTALLATION: FOR LEVEL AND PLUMB. SCALE AND ALIGNMENT, BUILDING SET BACKS AND HEIGHT 19. PROVED AN INSULATION BLANKET(R-12)AROUND ALL www,MACCOARCHITECTS.com LIMITS, WATER HEATERS. (NOTE NOT USED). 3. SCRIBE AN CUT WOODWORK OF FIT ADJOINING WORK, 1. INSTALL AND BRACE TRUSSES ACCORDING TO SEAL CUT SURFACES, AND REPAIR DAMAGED FINISH AT 3. ANY DISCREPANCIES BETWEEN THE CONTRACT 20. PROVIDE PIPE INSULATION (R-3) ON BOTH HOT AND COLD RECOMMENDATIONS OF TPI. SPACE TRUSSES AS CUTS. DOCUMENTS AND EXISTING CONDITIONS SHALL BE REPORTED PIPES 5'-0" FROM WATER HEATER. INDICATED; INSTALL PLUMB, SQUARE,AND TRUE TO TO THE ARCHITECT PRIOR TO THE GC'S EXECUTION OF ANY FF LINE;AND SECURELY FASTEN TO SUPPORTING 4. INSTALL TRIM WITH MINIMUM NUMBER OF JOINTS WORK. 21. GAS COOKING APPLIANCES SHALL HAVE ELECTRIC PILOTS. CONSTRUCTION. POSSIBLE, USING FULL LENGTH PIECES TO THE GREATEST A� Q EXTENT POSSIBLE. STAGGER JOINTS IN ADJACENT AND 4. REFER TO THE STRUCTU RAL DRAWINGS FOR ALL 22. ALL TOILETS TO BE LOW WATER VOLUME USAGE TYPE. CO MARK W. MACC07 2. ANCHOR TRUSSES SECURELY AT ALL BEARING RELATED MEMBERS. STRUCTURAL SIZES AND IN FORMATION. ALL DIMENSIONS M �.. POINTS USING METAL FRAMING ANCHORS AND FASTEN SHOWN IN THE ARCHITECT RAL DRAWINGS ARE FOR 23. THIS SET OF CONTRACT DOCUMENTS INCORPORATES TO U SECURELY. MASONRY. LOCATION PURPOSES ONL HURRICANE AND/OR STRUCTURAL CALCULATIONS,AND 9AR96004 tt ENERGY USE CALCULATIONS (BY OTHERS). PAID FOR BY 's " 3. SECURELY CONNECT EACH TRUSS PLY REQUIRED GENERAL: 5. ALL WORK SHALL CONFORM TO THE IBC CODE, COUNTY OWNER. , FOR FORMING BUILT UP GIRDER TRUSSES. ANCHOR PLANNING AGENCY, IN AD iTION TO ALL CODES, (FEDERAL, TRUSSES TO GIRDER TRUSSES. A. SECTION REQUIREMENTS: STATE AND LOCAL REGULATIONS). 24. ALL EXTERIOR WINDOWS ARE PER ENERGY CALCULATIONS. NOTE: THE TRUSS LAYOUT SHOWN ON THE DRAWINGS 1. MINIMUM COMPRESSIVE STRENGTH OF BLOCK SHALL 6. THE BUILDING SHALL COMPLY WITH ALL CURRENT ENERGY - - - - - - MAY BE ALTERED BY THE TRUSS SUPPLIER PROVIDED BE 2000 PSI (NET AREA). REQUIREMENTS AND CALCJLATIONS. 25.ARCHITECT IS HERE BY GIVEN ACCESS TO MAKE THAT THE ENGINEER OF RECORD IS NOTIFIED OF ANY PHOTOGRAPHS,VIDEOS, IMAGES ETC, OF PROJECT. �� REVISIONS TO THE ROOF SUPPORT LOCATIONS. IF THE 2. MINIMUM PRISM STRENGTH (F'M) SHALL BE 1500 PSI, 7.THE GC SHALL ENSURE I HAT EXISTING WORK ON THE SITE PROMOTE AND PUBLISH SUCH IMAGES AND ARTICLES INA t` TRUSS SUPPLIER MAKES REVISIONS WITHOUT U.N.O. IS PROTECTED AT ALL TIME S,AND SHALL REPLACE DAMAGED FREE AND UNRESTRICTED MANNER. INCLUDING BUT NOT NOTIFICATION TO THE ENGINEER, THE TRUSS SUPPLIER WORK TO THE SATISFACTION OF THE OWNER. LIMITED TO ALL DIGITAL MEDIA SUCH AS THE INTERNET OR OWNER INITIAL: ASSUMES FULL RESPONSIBILITY FOR THE STRUCTURAL 3. MORTAR FOR MASONRY SHALL BE TYPE "S"OR"M". HARD COPY PRINTED MATERIAL. PLACE 3-0 X 4-0 OR SIZE DESIGN TO THE SUBSTRUCTURE, INCLUDING WALLS, 8. THE GC SHALL BE RESPONSIBLE FOR THE DESIGN, PER LOCAL CODE, SIGN AT SITE FRONT AS NEEDED BY F POSTS AND FOUNDATIONS. 4. GROUT FOR BLOCK CELL FILL SHALL HAVE A MINIMUM CONSTRUCTION AND COORDINATION OF ALL MECHANICAL, ARCHITECT.THIS INCLUDES ALL OF THE INTERIOR AS WELL AS ELECTRICAL, PLUMBING A D FIRE PROTECTION WORK. THIS THE EXTERIOR OF THE PROJECT. COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. INCLUDES ANY DRAWINGS, SHOP DRAWINGS, DETAILS GENERAL DESIGN CRITERIA: CALCULATIONS ETC. THAT OAY BE REQUIRED TO PROPERLY 26. ONE NOTE ON ONE DRAWING MAY BE APPLICABLE TO ALL EXTERIOR ARCHITECTURAL WOODWORK EXECUTE THIS WORK. DRAWINGS. MARK MACCO, AIA 1. DESIGN WIND SPEED = 140 MPH, IMPORTANCE 9. THE GC SHALL NOT MAK ANY DESIGN DECISIONS WITHOUT 27. THE ARCHITECT IS THE FINAL INTERPRETER OF THE N CAR B A. SECTION REQUIREMENTS: FACTOR=1.05 FIRST CONSULTING MARK MACCO,AIA. DRAWINGS AND ANY DISCREPANCIES THERE IN. FLORIDA REGISTRATION: #AR96004 i 1. SUBMIT SHOP DRAWINGS. 2. SECOND FLOOR LIVE LOAD=40 PSF. ROOF LIVE LOAD = 20 PSF. 10. NOTIFY THE ARCHITECT PRIOR TO PLACEMENT OF ALL 28. ON REMODELS,ALL MATERIALS, TEXTURES AND COLORS 2. QUALITY STANDARD: ARCHITECTURAL VENTS AND DIFFUSERS TO ENSURE PROPER PLACEMENT. ARE TO MATCH EXISTING, TO COMPLETELY BLEND IN WOODWORK INSTITUTE'S "ARCHITECTURAL 4. SOIL BEARING CAPACITY ASSUMED TO BE A MINIMUM VISUALLY, U.N.O. ON NEW HOMES ALL MATERIALS, TEXTURES NO. Description Date WOODWORK QUALITY STANDARDS". OF 2500 PSF FOR DUVAL COUNTY. I. LOCATION OF LIGHTING DEVICES, MECHANICAL AND COLORS ARE TO MATCH NEIGHBORHOOD ASSOCIATION EQUIPMENT, PLUMB NG FIXTURES,AND FIRE RULES AND OR CODES OF ANY KIND GOVERNING SUCH A. MATERIALS: 5. USE DURO-ROCK BRAND CORROSION MOISTURE PROTECTION DEVICES SHOW ON THE RULES. RESISTANT CEMEMTITIOUS BOARD FASTENERS @ 8" ARCHITECTURAL DRAWINGS ARE FOR LOCATION 1. HARDBOARD: AHA A135.4 FIELD 4" EDGE 1-114" LONG MADE BY U.S. GYPSUM. REFERENCE ONLY. 29.A TEMPORARY POWER POLE WILL BE INSTALLED BY BUILDER IF NECESSARY. 2. SOFTWOOD PLYWOOD: PS-1 6. LEAVE (Z) SPACES MIN.AS SPARE ON ALL ELECTRICAL II. LOCATIONS, QUANTITIES AND CODE PANELS. UPC#08ES MI003974. COMPLIANCE OF AL ELECTRICAL, MECHANICAL, 30. POWER BILLS PAID BY CONTRACTOR. 3. PRESERVATIVE TREATMENT: COMPLY WITH PLUMBING AND FIRE PROTECTION DEVICES ARE THE IMPORTANT NWWDA I.S.4 FOR ITEMS INDICATED TO RECEIVE 7. GENERAL CONTRACTOR SHALL VERIFY LOCATION OF SOLE RESPONSIBILITY OF 7 HE GC. 31. WATER BILLS PAID BY CONTRACTOR. WATER REPELLENT PRESERVATIVE TREATMENT. ALL MECHANICAL LINES BEFORE CASTING FOUNDATIONS III. ANY RELOCATION'S, ADDITIONS OR 33. CONTRACTOR MUST CONSULT ARCHITECT PRIOR TO USE THE CONTRACTOR IS SOLELY RESPONSIBLE FOR BIDDING OR CAST PROTECTION AROUND LINES AS REQUIRED. INDICATIONS TO BE ADE IN THE MECHANICAL, OF ANY PHOTOS, IMAGES OR REFERENCE OF ANY KIND FOR THE PLANS FOR ALL CHANGES UP TO THE DAY THE PLANS 4. FASTENERS FOR EXTERIOR WOODWORK: HOT DIP ELECTRICAL, PLUMBING AND FIRE PROTECTION MARKETING PURPOSES. ARE APPROVED BY THE BUILDING DEPARTMENT BEFORE GALVANIZED STEEL NAILS. 8. CONTRACTOR TO HAVE SURVEYORS TO SCOTT LINES SYSTEMS AS REQUIRED BY THE BUILDING - - - - -- - FOR PLACEMENT OF FOUNDATIONS TO VERIFY THEY ARE THE CONTRACTOR STARTS ANY CONSTRUCTION. B. EXTERIOR WOODWORK WITHIN GOVERNMENT SET BACKS &GOVERNMENT INSPECTOR OF REGULATORY AGENCIES, OR 34. CONTRACTOR MAY PROVIDE SIGNAGE AT THE JOB SITE VISIBLE EXISTING CC)NDITIONS SHALL BE AS A CONTRACTOR BUT MAY NOT IMPLY BY SIGNAGE OR UTILITY EASEMENTS. PERFORMED BY THEGC AT NO ADDITIONAL MARKETING ANY ARCHITECTURAL DESIGN INVOLVEMENT IN 1. COMPLETE FABRICATION BEFORE SHIPPING . EXPENSE TO THE OWNER. ALL EXISTING THIS PROJECT. CONTRACTOR INITIAL: T C PROJECT SITE TO MAXIMUM EXTENT POSSIBLE. ALL FILL UNDER SLABS AND FOUNDATIONS SHALL BE ABANDONED ELECTRICAL, MECHANICAL SYSTEMS - - -- - - - - - - - - - - - - - COP i Y RIG . DISASSEMBLE ONLYAS NEEDED FOR SHIPPING AND COMPACTED TO 95/o OF MAXIMUM DENSITY(MODIFIED INSTALLING. WHERE NECESSARY FOR FITTING AT PROCTOR TEST)AT OPTIMUM MOISTURE CONTACT. ARE TO BE REMOVED FROM THE JOB SITE. PROJECT SITE, PROVIDE FOR SCRIBING AND GENERAL NOTES: REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND TRIMMING. THE PROPERTY OF MARK MACCO,AIA. THEY WERE 10. THE ARCHITECT IS NOT RESPONSIBLE FOR THE CREATED FOR AND DEVELOPED FOR USE ON AND IN I. ASSEMBLE CASINGS IN PLANT, UNLESS CONNECTION WITH THE SPECIFIED PROJECT. THE IDEAS, LIMITATIONS OF ACCESS TO PLACE OF COORDINATION, COMPLETENESS, LOCATIONS, OR CONTENT DESIGNS, DRAWINGS, PLANS AND ARRANGEMENTS OF THE INSTALLATION REQUIRE FIELD ASSEMBLY. OF ANY CONSULTANTS OR CONTRACTORS. SPECIFIED PROJECT SHALL NOT BE USED BY OR 11.ALL INTERIOR, NON LOA BEARING PARTITIONS SHALL BE DISCLOSED TO ANY PERSONS,FIRM, OR CORPORATION 2. BACK OUT OR GROOVE BACKS OF FLAT TRIM FOR ANY PURPOSE WHATSOEVER WITHOUT THE MEMBERS, AND KERF BACKS OF OTHER WIDE, FLAT COMPRISED OF 2X4, 2X6 WOOD OR METAL STUDS @ 16" O.C. WRITTEN PERMISSION OF THE ARCHITECT, MARK MACCO, MEMBERS, EXCEPT FOR MEMBERS WITH ENDS ORAS SHOWN. AIA p /� EXPOSED IN FINISHED WORK. 12. PAINT: ALL PAINTED SURFACES TO RECEIVE LEVEL FIVE S H E f A R D WRITTEN DIMENSIONS IN THESE DRAWINGS SHALL HAVE 3. EXTERIOR STANDING AND RUNNING TRIM: PAINT FINISH. OR PRIMER AND TWO COATS. PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS PREMIUM GRADE, MADE FROM ANY CLOSED GRAIN SHALL VERIFY AND BENRESPONSIBLE FOR ALL DIMENSIONS 13. ACCESSORY BACKUPPLATES: INSTALL BACK UP PLATE RESIDENCE HARDWOOD LISTED IN REFERENCED WOODWORKING GASKETS BEHIND ALL IN-WALL-MOUNTED ACCESSORIES AS DETAILS AND CONDITIONS ON THE JOBS FOR THE STANDARD. REQUIRED. ARCHITECTS CLARIFICATIONS AND CORRECTIONS. THE ARCHITECT IS TO BE NOTIFIED BY THE CONTRACTOR PRIOR 4. EXTERIOR ORNAMENTAL WORK: PREMIUM GRADE, 14. WEATHER STRIPPINGS SHALL BE PROVIDED AT ALL DOORS MADE FROM ANY CLOSED GRAIN HARDWOOD LISTED TO THE CONSTRUCTION OF ANY VARIATIONS OR AND WINDOWS THAT SEPARATE HEATED SPACE FROM DISCREPANCY OF THE DIMENSIONS, DETAILS OR IN REFERENCED WOODWORKING STANDARD. CONDITIONS WHICH ARE NOT CLEAR OR SHOWN UNHEATED SPACE, OR THE BUILDING EXTERIOR. (INC. GARAGE BY THESE DRAWINGS:THE BUILDER SHALL BE DOORS AND AT FURNACE C-OSETS.) INFILTRATION SHALL 5. EXTERIOR FRAMES AND JAMBS: PREMIUM GRADE, RESPONSIBLE FOR OBTAINING FROM THE ARCHITECT AND MADE FROM ANY CLOSED GRAIN HARDWOOD LISTED NOT EXCEED .5 CU. FT./MIN.'SQ.FT. WITH A PRESSURE /� I GOVERNMENTAL AUTHORITIES ALL CLARIFICATIONS AND GENERAL NOTES IN REFERENCED WOODWORKING STANDARD. DIFFERENCE OF 1.567 PSI (WIND LOAD OF 25 MPH). CORRECTIONS TO THESE DRAWINGS THAT ARE NOT 15.ALL EXTERIOR BUILDING JOINTS SHALL BE FILLED WITH CLEAR OR CORRECT BUT THAT ARE DEEMED NECESSARY 6. SHOP PRIME WOODWORK FOR PAINT FINISHES WITH ONE COAT OF SPECIFIED WOOD PRIMER. SEALANT. FOR THEPROJECT. 16.ALL OPENINGS AT BUILDING ENVELOPE SHALL BE CALKED L BACK PRIMETHE COST OF ALL CLARIFICATIONS AND CORRECTIONS ARE.WITH ONE COAT OF PRIMER. NOT THE RESPONSIBILITY OF THE OWNER OR THE Project Number APPLY(2) COATS TO ITEMS INSTALLED OVER AT THE EXTERIOR PERIMETER ARCHITECT.ALL EXTRAS OR CHANGES INCLUDING COSTS 2014008 CONCRETE OR MASONRY. SHALL BE APPROVED BY THE OWNER AND THE ARCHITECT Date 02/09/2015 PRIOR TO THE CONSTRUCTION OF SAID EXTRAS OR 7. SHOP SEAL WOODWORK FOR TRANSPARENT FINISHES WITH STAIN (IF REQUIRED), OTHER CHANGES. Drawn By Author i REQUIRED PRETREATMENT,AND FIRST COAT OF IT IS THE BUILDER'S RESPONSIBILITY TO MAINTAIN A Checked By MWM SPECIFIED FINISH. CONSTRUCTION SUPERVISOR ON THE JOB.THE CONSTRUCTION SUPERVISOR SHALL BE AWARE OF AND FOLLOW THE INTENT OF THE DESIGN AT ALL TIMES WHEN IN QUESTION, THE ARCHITECT SHALL BE THE O n INTERPRETER OF THE INTENT OF THE DESIGN.ALL A 1 G EXISTING SURFACE, OVERHEAD,AND SUBSURFACE M CONDITIONS WHICH ARE NOT FORESEEN OR PREDICTED ON THESE DRAWINGS, WHICH MIGHT CAUSE LIABILITY, COSTS, OBLIGATIONS, OR DELAYS ARE THE OWNERS o RESPONSIBILITY. Scale N ALL OWNER'S INSTRUCTIONS TO THE CONTRACTOR SHALL N 13E MADE THROUGH THE ARCHITECT. THE CONTRACTOR IS RESPONSIBLE TO READ EVERY NOTE &SPECIFICATION ON THE, OR REFERRED BY,THESE DRAWINGS . MARK MACCO ARCHITECTS 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904, 249-ARCH (2724) 1 www.MACCOARCHITECTS.com 1 A 401 A 400 73'-6" OF J44 C/L 1 9 4 ,-9., A 301 0M RK W. MAC C0 7 6-6„ 161_4" lo lo m C/L8F 5" C/L 181.91[ AR96004 01 2'- 2 0 G 5j STONE VENEER OVER VAPOR ALIGN ' � P BARRIER AND CMU COLUMN — �I I0 �DI //100 7,7777 Lu o rn A 3 10 LOWHEIGHT PARTITIONS21-011 6j i M CILo La LLI o _ C!L o 0 �GLAssMASTER CLOSET o a SHOWERDOOR& C MASTERBEDROOM WALL ------------------------ 0 oo B c Q c/L 2 2 MASTER BATH o03 M N A 401 A401 �77 0 B ------------------- -- PROVIDE LOW HEI HT p�/ (ART) B ACCESS DOOR VE IFY IN MARK MACCO, AIA d B (ART) B FIELD, p p C/L 004 '? 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U 777 4' i __ Z STONE VENEER OVER �W z VAPOR BARRIER AND i H Q Z CMU COLUMN Ci__ 2 C/L /C w W 4'-10" � O 14'-g" z i D A 301 _ SUMMER w C/) KITCHEN II im 014 GARAGE 6-0" 4" 6" n A777 777N o 00 017 M N 6" O004 C/L B All 777 ------------- y 0B 003 , N GUEST ROOM o 0 0 C/L B o o DW KITCHEN 'v O B 5'_0" 4 .3 s? 008 --i-- 10 N GUEST BATH 3 -s s -0 3 6" C/L C/L 13' 10" 2' 6" 3'-5" 4'-8' KITCHEN w F Z SHEPARD i I a M 0 PAINTED GWS ON B WOOD FRAMED WALL o �i �Jlg b I i ® . N RESIDENCE � . y � h � D Xx � E E E c O 0 0 O 0 02' 0 31.V. 3'-0 2•_0" 1'_4.. 2,_0" 1'_4.. 2'_0" I L i D 22'-3" T-6" T-4" 6'H GATE AND FENCE M.O. M.O. M.O. - 47, 8 /L C/L CIL FIRST FLOOR PLAN 831-511 1 1 FIRST FLOOR A 400 A ao1 1/4" '1'-0" Project Number 2014008 2 A 30o Date 02/09/2015 WALL LEGEND Drawn By MWM Checked By MWM WALL TYPE A-2x6 WOOD STUDS @ 16" WALL TYPE D-8"EXPOSED CMU - O.C.W/STUCCO FINISH ON EXTERIOR ® WALL,STACK BOND COURSING AND 1/2"GWB ON INTERIOR. ZIP-WALL SYSTEM WALL TYPE E-2x6 WOOD STUDS @ 16 1777=11 WALL TYPE B-2x4 WOOD STUDS @ O.C.W/PAINTED "GW O 24" O.C.W/1/2"GWB BOTH SIDES LP SIDING ON 200 LOP_EXTERIOR AND 1/22"GWB ON INTERIOR; `ZIP-WALL SYSTEM � Graphic Scale: finch =4 feet p WALL TYPE C-2x4 WOOD STUDS @ N ® 24"O.C.W/1/2"GWB BOTH SIDES, Ln 8'-0"H• o 12' 16' Scale 1/4" = 1'—O" N NORTH MARIA MACCO ARCHITECTS 1 1 476 OSCEOLA AVENUE A400 A401 JACKSONVILLE BEACH, FL 32250 E: Info@M accoArc h itec ts.c om PH: 904- 249-ARCH (2724) www.MAC COARC HITECTS.com do 63'-11., 2'-6" 32'-3 29'_2" OF 17'-3" A301 17,_4„ C/L S_0" C/L 3,_0, C/L 4'_7, C/L 5'_6, C/L C/L C/L COMARK W. MACCO 7,► 5'-6" 12'-11" 2'-1„ V . 2'.0" 2'-0" 2'-a., ,y AR96 04 ' ENTERTAINMENT CENTER-BY OTHERS ROOF BELOW A Jw N C/LSLOPE J m / 0., 2,_0,. Z _111I E 2,_0„ o � j C/L � OG z O2 ao m ¢ D �* G C/L A401 M F v 3'-6' 10 i c/L o OFFICE HVAC STAIR E M' ENTERTAINMENT ROOM B B ELECTRIC... i- TANKLESS MARK MACCO, AIA WATER " C/L NCARB • HEATER i i i I i r i I "� C/L g � 2 ;M \ A 400 REGISTRATION: #AR96004 004 0� s. FLORIDA REGI f �� 6,_1,. — 5 .0. HALL 007 77 E CANT 0,'' C/L N0. Description ate LAUNDRY > ORAIN aD 005 CHUTE ROOF TERRACE M s` 009 014 009 (EXTERIOR) 4 3 : zo 1 42"HIGH RAILINGS. C/L 002 A D A 300 SEE ELEVATIONS AND SECTION DRAWINGS C/t, G•- o• 00 o B BATH #Z ` b BEDROOM 3 B — BEDROOM #2 �N C/L N CANT TO o 2 DRAIN 005 B v ;< - Co- > aO f+I B v C/L d - O NJ 'ROOF TERRACE, B N : (EXTERIOR) 002 BAT —� H #3 N C/L LP 008 B .N G- , O r ?f"` A DECK LIGHTING � 2, 0„ 21'-3, 6'_6,1 C/L 5._0„ C/L 6,_1,� 3,-0° 14'_1" LOW HEIGHT WING WALL ROOF BELOW � STUCCO ALL EXPOSED 01 2'.6" 421-811 2'_6,. 8'.2,1 SURFACES 681-01. ROOF BELOW SHEPARD RESIDENCE SECOND FLOOR 1 114" = 1' 0" 1 A 400 A 401 i SECOND FLOOR PLAN 2 A 300 Project Number 2014008 WALL LEGEND Date 02/09/2015 Drawn By Author , . WALL TYPE A-2x6 WOOD STUDS @ 16" WALL TYPE D-8"EXPOSED CMU O.C.W/STUCCO FINISH ON EXTERIOR ® WALL, STACK BOND COURSING Checked By MWM AND 1/2"GWB ON INTERIOR.ZIP-WALL SYSTEM WALL TYPE E-2x6 WOOD STUDS @ 16" WALL TYPE B-2x4 WOOD STUDS @ 272 O.C.W/PAINTED HARD[-LAP SIDING ON 24"O.C,W/1/2"GWB BOTH SIDES ZIP-WALL ERIO SYSTEM GWB ON INTERIOR. A 201 Q_ Graphic Scale: 1 inch=4 feet ® WALL TYPE C-2x4 WOOD STUDS @ 24"O.C, W/1/2"GWB BOTH SIDES, o V-0"H. 77 0 4' 8' 12' 16' N LO NORTH ' Scale1i4 N N -�II I MARK MACCO DOWNSPOUT INTO GROUND AND DIRECTED TO BACK OF DARCHITECTS LOT. 1 GUTTER A400 GUTTER A 401 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 DOWNSPOUT INTO GROUND EAVE EDGE AND DIRECTED TO BACK EAVE EDGE E: Info@MaccoArchitects.com OF LOT. (n PH: 904. 249-ARCH (2724) O v STAIR TOWER ROOF M SINGLE PLY DUROLAST www.MACCOARCHITECTS.com — — ROOF MEMBRANE- — - — — aF SINGLE PLY DUROLAST A 202 0 SINGLE PLY DUROLAST co MARK W. MACCO r ROOF MEMBRANE SL PE � ROOF MEMBRANE m rOa 2 m 2 � AR96h�04 A 401 A 401 �h V• SLOPE SLOPE ROOF TOP TERRACE h � MTL. COPING OVER APPLIED ROOFING PARAPET WALL,TYP.ER O l MEMBRANE OVER , ' J 1 SONOGUARD SYSTEM m I . .'; Q�/ r SLOPE � - ROOF TERRACE APPLIED ROOFING OVER ENTRY MEMBRANE OVER l SONOGUARD SYSTEM — APPLIED ROOFING SLOPE MEMBRANE OVER "-SLOPE'' -" SONOGUARD SYSTEM y A 300 MTL.GATE FOR MARK MACCO, AIA MTL. RAILING ROOF ACCESS sL°PE . N GARB FLORIDA REGISTRATION: #AR96004 SINGLE PLY DUROLAST ROOF MEMBRANE 2 A 301 SECOND FLOOR No. Description Date ROOF TERRACE W a SLOPE OJ APPLIED ROOFING SLOPE SLOPE MEMBRANE OVER SLOPE .� SONOGUARD SYSTEM �' / / SLOPE SCUPPER AND DOWNSPOUT Lu Lu a p SLOPE J SINGLE PLY DUROLAST U) SINGLE PLY DUROLAST t ROOF MEMBRANE . � ROOF MEMBRANE W a 0 J ROOF PLAN 114" = 1'-0" 1 1 A 400 A 401 GENERAL NOTES 1. REFER TO TRUSS ENGINEERING DWGS FOR ROOF SLOPE RATIO. 1 21-01( SLOPE BUILT INTO PREFABRICATED TRUSSES. lo A 401 E E 2' 1'• SHEPARD 2 3,_e., RESIDENCE I i I I I I I I I I I I 2 DN A 401 1 3'.7" 16'- 115132" E TAIR TOWER E 23•-6.. � I I I I I I i � j ` 42"HIGH WALL zn _ ROOF PLAN v 2 A 400 E 13 I 13'_8' C!L C/L Project Number 2014008 ROOFTOP DECK Date 02/09/2015 U 114" = 1'-0" Drawn By MM Checked By MWM 202 0 Graphic Scale: finch=4 feet oM 0 4' 8' 12' 16' LOLO NORTHScale 1/4" = 1'-0" N N i MARK MACCC DOOR SCHEDULE [] ARCHITECTS Fcoun;� T ype Mark Manufacturer Description Finish Width Height $ill Height Operation Hardware Comments 1 001 TBD CONTEMPORARY SOLID WOOD DOOR W/ GLASS 31 - 41' 8' - 0" 01 - 01, SEE PLAN LITE$ 476 OSCEOLA AVENUE 2 002 TBD INTERIOR SOLID CORE DOOR 21 - 611 8' JACKSONVILLE BEACH,FL -D 0' - 0" SEE PLAN 2 003 TBD INTERIOR SOLID CORE DOOR 2' - 4" 8' - sz2so 4 004 TBD INTERIOR / EXTERIOR SOLID CORE DOOR W/ 2' - 8" 8' - 0'' 0'-0" SEE PLAN E: Info@MaccoArchltects,com FROSTED GLASS PANELS PH: 904 249-ARCH (2724) 3 005 ANDERSEN EXTERIOR GLIDING DOOR 5' - 11" T - 11 1/2" 0' - 0" SEE PLAN www.MACCOARCHITECTs.com 2 007 TBD EXTERIOR SWING DOOR W/ GLASS PANELS 2' - 8 8' - 011 01 - 011 SEE PLAN 3 008 TBD SOLID CORE DOUBLE DOOR 5' - 0" 8' - 0 0' - 01, SEE PLAN 4 009 TBD INTERIOR SOLID CORE DOOR 3' - 0'' 81 - 01, 01 - 0SEE PLAN 2 011 INTERIOR POCKET DOOR W/ FROSTED GLASS 31 - 011 8' - 0 0' - 0 SEE PLAN O PANEL AND PNTD WOOD TRIM 1 012 METAL SWING GATE 3' - 0" 3' - 0" 0' - 4 3/4" SEE PLAN CjPAARK W. MACCO�"}7 1 013 TBD EXTERIOR SWING DOOR W/ GLASS PANELS 2' - 8" 7 - O- 0' - 0" SEE PLAN 2 014 INTERIOR POCKET DOOR AND PNTD WOOD 3' 0" 81 - 011 01 - 011 AR96004 � TRIM «, 1 017 Clopay Building 2-1/8" Thick Aluminum Sectional Door 18' - 0" 8' - 0" -1' - 4" ` Products D * Company Grand total: 28 ,f i WINDOW SCHEDULE Type Description Height Width Operation IMPACT Comments Count Mark Manufacturer Cou - - 7 A MARVIN INTEGRITY ULTREX OPERABLE CASEMENT 4' - 0" 2' - 0" SEE ELEVATION NO COASTAL RATED DARK BRONZE EXTERIOR, PAINTED WHITE INTERIOR R ITY ULTREX OPERABLE RABLE C ASEMENT 51 - 0.. 2' - 0" SEE ELEVATION NO - COASTAL RATED DARK BRONZE EXTERIOR, PAINTED WHITE INTERIOR B MARVIN INTELWHITE INTERIOR 8 TED TY ULTREX FIXED WINDOW 3' -0" 2' - 0" SEE ELEVATION NO - COASTAL RATED DARK BRONZE EXTERIOR, PAINTED O AIA NT ACC VIN I IOR' M R INTERIOR ARK 1 C MA OR PAINTED WHITE I M � 3 D MARVIN INTEGRITY ULTREX FIXED WINDOW 1' - 4" 3' - 0" SEE ELEVATION NO - COASTAL RATED DARK BRONZE EXTERIOR, - ' - SEE ELEVATION NO - COASTAL RATED., DARK BRONZE EXTERIOR, PAINTED WHITE INTERIOR NCARB 6 E MARVIN INTEGRITY ULTREX FIXED WINDOW 2 0 2 0 3 F MARVIN INTEGRITY ULTREX OPERABLE CASEMENT 6 ' 0" 3' - 0" SEE ELEVATION NO -COASTAL RATED DARK BRONZE EXTERIOR, PAINTED WHITE INTERIOR FLORIDA RecisrRArloN: #AR9soo4 10 G MARVIN INTEGRITY ULTREX FIXED WINDOW 5' - 0" 2' - 0" SEE ELEVATION NO - COASTAL RATED DARK BRONZE EXTERIOR, PAINTED WHITE INTERIOR 2 H MARVIN INTEGRITY ULTREX FIXED WINDOW 2' - 11" 2' - 0" SEE ELEVATION NO COASTAL RATED DARK BRONZE EXTERIOR, PAINTED WHITE INTERIOR 4' - 0" 2' - 0" SEE ELEVATION NO - COASTAL RATED DARK BRONZE EXTERIOR, PAINTED WHITE INTERIOR Description Date WINDOW NO. 5 1 MARVIN INTEGRITY ULTREX FIXED p Grand total: 45 x> SHEPARD RESIDENCE SCHEDULES Project Number 2014008 Date 02/09/2015 Drawn By Author Checked By Checker A 203 00 0 LIDN O Scale' N d) 04 l MARK MACCO ARCHITECTS T.O. STAIR TOWER —. — _ 33 - 0 a THIRD FLOOR — -- — — — _ PLATE HT. 476 OSCEOLA AVENUE 77 2'-6" 31' - 6" 70 JACKSONVILLE BEACH, FL 32250 MTL. RAILING N LAP SIDING E Info@MaccoArchitects.com PH: 904. 249-ARCH (2724) CV °O www.MACCOARCHITECTS.com ROOFTOP DECK G _ F_ 23' - 61 in- SECOND FLOOR , OF � — — — — — _ PLATE HT. �. 2'_6, 2,-6" zz' - o° CO MARK W. Macco�' 0 O.H. , V• STUCCO FINISH, TYP. AR96004 'rid ti STRUCTURE SATISFIES D DC7 ro o 35'-0"HEIGHT B B B _ RESTRICTION. SECOND FLOOR - FIRST FLOOR j( - - - - N PLATE HT. 10' - 0" 2 6' T O.H. 721-6117 - © v 0 O.H. - �� - - " o MARK MACCO, AIA NCARB CMU, STACK BOND ' O FIRST FLOOR FLORIDA REGISTRATION: #AR96004 of - Oil r O- - O ;' - - - - - _ - - ESTABIGHES No. Description Date GRADE II 1I1I1I II1II1I11II1IIIII—III I1I 1I 1II1II1I IIIIIIIIIIIIIII1I I1IIIII—III -2' - 0" EXTERIOR LIGHTING STONE VENEER I� WEST ELEVATION A 300 114" = V-0 T.O. STAIR TOWER OIL T - 0" - - - - - a THIRD FLOOR PLATE HT. - 31 - $' MTL. RAILING STUCCO FINISH-ALL EXPOSED SURFACES OF PARAPET WALL N PAINTED METAL COPING / - CV a Ori ROOFTOP DECK - - - - G _ 23 ' 6 - - - T o T SECOND FLOOR - - - - - - 2 s° PLATE HOT. 0 SIDINIGTEDLAP SHEf AICD C' SCUPPER AND DOWNSPOUT STRUCTURE SATISIFIES o � , MTL. RAILING 35'-0" HEIGHT RES RESTRICTION. PER CODE R ES I D E N C E A L9 L _ M SECOND FLOOR Ef T FIRST FLOOR - - HT - _ N PLATE . 0 ELEVATIONS STONE VENEER o a o M a Project Number 2014008 date 02/09/2015 FIRST FLOOR Drawn By Author _ - _ Checked By — — — MWM - - "HIGHEST _ ESTABLISHED —I GRADE—III III III — — -2' - 0" a'METAL GATE CMU, STACK BOND A 300 a ' Graphda Scale: 1 inch=4 feet 2 1 NORTH ELEVATION N 77 A300 1/4" = 1'-0" v 77 0 4' 8' 12' 16' LO NScale 1/4" = 1._0" rn MARK MA CO ARCHITECTS T.O. STAIR TOWER OL 33' - 0" THIRD FLOOR PLATE HT. 476 OSCEOLA AVENUE — 31' _ 8° JACKSONVILLE BEACH, FL 2'_6„ 32250 O.H. LAP SIDING TUBULAR MTL. RAIL STUCCO FINISH E`Info@MaccoArchitects.com PH: 904, 249-ARCH (2724) N www.MACCOARCHITECTS.com OO���mO OO���mO DOS �mmO o ROOFTOP DECK DO��C�mO Oar—ammo _ _ 23' QF —/— SECOND FLOOR — — — — — — — PLA�� T. CIjMARK W. MACCOO� z,_6, SII AR96004 ` u O.H. STRUCTURE SATISFIES _ 35'-0" HEIGHT RESTRICTION p 0 •F OOF OF TUBULAR MTL. RAIL PER CODE. �� ' O I III J IL SMOOTH STUCCO FINISH nn COLOR TBD,TYP. l c O��OCtO 0��1� �C•f1��'a. N O��O M �� SECOND FLOOR 12- - 0"777 , FIRST FLOOR PLATE HT. 10' - 0" o _ 2 STONE VENEER OVER '-6" VAPOR BARRIER AND - O.H. CMU COLUMN - 0 o MARK MACCO, AIA = - O O O o NCARB - FLORIDA REGISTRATION: # AR96004 LA FIRST FLOOR H H T 01 - 011 L-11 - - HIGHEST No, Description Date ESTABLISHED GRADE 1 I —III III—III —I —III (STONE VENEER ovElRl 1 III—III 1 1 1 I 1-1 I 1-1 I 1-1 I I -2' - 0" VAPOR BARRIER AND 2 EAST ELEVATION CMU COLUMN - A 301 1/4" = 11-0 T.O. STAIR TOWER 331 - 011 — --- — — — — — — — THIRD FLOOR PLATE HT. 2'-6" 10 4 O.H. of v LAP SIDING NETAL COPING OVER STUCCO ALL EXPOSED PARAPET,TYP. SURFACES OF PARAPET t WALLS TYP. CI o 2'_6" in ROOFTOP DECK C' — — — 231 - 611 — — — — � SECOND FLOOR PLATE — — HT — . — 2 6 2' - 0" �I o 2SHEPARD O.H. SMOOTH STUCCO FINISH COLOR TBD,TYP. O - METAL COPING OVER WING STRUCTURE SATISFIES RESIDENCE o ' o WALL(S), TYP. o 35'-0"HEIGHT RESTRICTION c PER CODE. STONE VENEER c OA OA 0 2'"6 SECOND FLOOR - - — — — — 12' - 0" I ( 10' 0" v ` - - — — FIRST FLOOR PLATE HT. ELEVATIONS EXTERIOR - - - - - — — 2 6 - _ - LIGHTING01 y_6.. - O.H. i � [] Project Number 2014008 o Date 02/09/2015 m - _ Drawn By MWM - .FIRST FLOOR /1 .n - J - o 01 - 01, Checked By MWM - \ - " z — — — — — — — - HIGHEST ESTABLISHED A301 — GRADE X11 STONE VENEER 1 SOUTH ELEVATION N Graphic Scale: 1 inch =4 feet A 301 1/411 = 11.011 Ln I 0 Scale 1/4" = 1'-0" N rn 0 41 8' 12' 16' N MARIA MACCO ARCHITECTS T.O. STAIR TOWER 33' - 0" — - THIRD FLOOR PLATE HT. 476 K S LL AVENUE — — - JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com 1 PH: 904. 249-ARCH (2724) A402 _ www.MACCOARCHITECTS.com ROOF TERRACE ROOF TERRACE ROOFTOP DECK 23' - 6" OF F�p� SECOND FLOOR • / *. yk ,. , .}, a{ PLATE HT. 221 - 0" fJ1M/ARK W. nnACCop CLOSED CELL O.H. INSULATION, R-19 �jl` AR96004 STUCCO FINISH ON MTL. LATH �D p+ OVER UNDERLAYMENT ON 'T ! ENTERTAINMENT ROOM BEDROOM 03 EXTERIOR SHEATHING OVER 2x6 WD. FRAMING M SECOND FLOOR 121 - 011 FI OR as }.c RST FLOOR 4 PLATE HT. OIL 1 t S z 10' - 0" 2,_6" 0 FIXED AL O.H. SYSTEM UMINUM WINDOW MARK MACCO AIA MASTER BEDROOM GREAT ROOM KITCHEN NCARB 4"CONC. SLAB W/4"W.W.M. FLORIDA REGISTRATION: #AR96004 8"CMU STEM WALL AND CONC. FOOTING FIRST FLOOD - No Description Date — ,,, _ HIGHEST — ESTABLISHED — GRADE -2 0 _ — —.. � —III III—III III—III III—III �I III III III �I I � ° �° ° 1 111 I II 111 I IIIIIIII 111 I I—III III III I I 1—III III I i IIIIIII—.III IIIIIII I I � � III- OBUILDING SECTION A 400 114" = 1'-0" PAINTED WOOD TRIM AT TOP OF LOW HEIGHT STAIR WALLS,TYP. io M ROOFTOP DECK - — 23' - 6" SHEPARD RESIDENCE SECOND FLOOR 12' - 0 Kfi w" " 1"SO. POWDER COATED METAL RAILINGSECTIONS SPACED 4"CLEAR DIMENDION PER CODE AT STAIR RUN AS SHOWN Project Number 2014008 Date 02/09/2015 Drawn By Author Checked By MWM FIRST FLOOR A 400 D_ 0 2 STAIR TOWER SECTION v A 400 114" = 1' 0" c- N Graph'rc Scale: 1 inch =4 feet O Scale 1/4" = 1'-0" N rn 0 4' V 12' 16' N MARK MACCO 2 'DURO-LAST' MEMBRANE A401 A R C I tT ECTS ROOFING, COLOR:WHITE OR EQ. T.O. STAIR TOWER 33' - 011 - - - - THIRD FLOOR ': .. . .� ��_ , �., �" _ PLATE HT. 3/4" ROOF SHEATHING ON PRE- — — ENGINEERED WOOD TRUSSES. 81' _ $" 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 2 -6" 2'-6" 32250 SLOPE PRE-ENGINEERED INTO ROOF TRUSSES E: Info@MaccoArchitects.com STAIR TOWS PH: 904. 249-ARCH (2724) www.MAC COARC H ITECTS.com ROOFTOP DECK 'HARDI-BOARD'FASCIA AND - m. ROOF TERRACE '� 23' — 6" SOFFIT, PAINT — SECOND FLOOR OF FLO 4 r x PLATE HT. V �� ��... T-0" — — 22' - 0" fi?MARK W. MACCOp O.H. STRUCTURE dt'(y ~ 35'-0"S 5'IIS HEIGHT rn AR96004 �(f RESTRICTION PER { CLOSED CELL SPRAY FOAM CODE. !` ICYNENE INSULATION, R-19 BEDROOM #2 ® o ED STAI HALL STUCCO FINISH ON MTL. LATH OVER UNDERLAYMENTON ill EXTERIOR SHEATHING OVER 2x6 SECOND FLOOR t Cf WD. FRAMING t pf fr, FIRST FLOOR x PLATE HT 10' - 011 2'-6" O.H. r� 8"EXPOSED CMU , RUNNING MARK MACCO, AIA MASTER CLOSET ;'FOYER GARAGE BOND IL\\� NCARB 4"CONC. SLAB W/4"W.W.M. FIRST FLOOR FLORIDA REGISTRATION: #AR96004 8"CMU STEM WALL AND CONC. LT 0' - O" FOOTING HIGHEST No. Description Date T ESTABLISHED GRADE I I III III III III III III III III III III III III — II III I I I III II I III III III . 'DURO-LAST' MEMBRANE ROOFING,COLOR: LIGHT TAN OR EQ. 1 BUILDING SECTION A 401 1/4° = 1'-�" 1 1 3/4" ROOF SHEATHING ON PRE- A 400 CLOSED CELL SPRAY FOAM A 401 ENGINEERED WOOD TRUSSES. ICYNENE INSULATION, R-30 SLOPE PRE-ENGINEERED INTO ROOF TRUSSES , x THIRD FLOOR i ei. _ P. — a� s� t PLATE NT. 'HARDI-BOARD' FASCIA AND O SOFFIT, PAINT STAIR TOWER 'DURO-LAST' SINGLE PLY `; MEMBRANE ROOFING, COLOR: 0o CLOSED CELL SPRAY FOAM COPPER OR EQ. (WALKABLE) ICYNENE INSULATION ROOFTOP DECK ROOFTERRACE - - ryt< SECOND FLOOR PLATE HT. 22' - 011 MTL. RAILING W/ STUCCO FINISH ON MTL. LATH S H E PA R D AIRCRAFT WIRE OVER UNDERILAYMENT ON G EXTERIOR SHEATHING OVER 2x6 F LLI� WD.ENTERTAINMENT ROOMHVAC A STAIR STRUCTURE SATISFIES 35'-a" RESIDEN `-,E HEIGHT RESTRICTION PER CODE. ` o rn OFFICE O 0 SECOND FLOOR 12' - 0„ •y — — — — ... t � A4 � OIL FIRST FLOOR. PLA , SECTIONS S III — _ 10 0 3/4"PLYWOOD SUB FLOOR ON - PRE-ENGINEERED WOOD FLOOR FIXED ALUMINUM WINDOW TRUSSES ROD AND SHELF' SYSTEM Project Number T \ 2014008 - o MASTER BEDROOM MASTER BATH OA MASTER CLOSET Date 02/09/2015 0 4"CONC. SLAB W/4"W.W.M. Drawn By Author RECESSSLAB 1.5"AT 8"CMU STEM WALL AND CONIC. Checked By M W M SLIDING DOORS. FOOTING LiU_. _ FIRST FLOOR , „ —III III—III III=IIIIII ='� `� =IIIIII 6—III III __ HIGHEST �} }� �-�} _ 1 �} }� � �{ �} �} �} ESTABLISHED e 401 � III III -III -=1 -III III =1 III= 1=� - GRADE A N —21 - 011 _ 77 Graphic Scale: 1 inch=4feet I III-- IIIIII=III= F= IIIIIIIII—III III III III - III III„III III—III , III I C) 2 BUILDING SECTION Scale, 1/4” 1'-0" 0 4' 8' 12' 16' A 401 1/4" a MARIA MACCO AR 'CHITE' CTS 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL MTL. COPING 32250 1•_0„ E: Info @ M a c c oA rc h i to c ts.c o m STUCCO FINISH ON MTL. LATH ON PH: 904, 249-ARCH (2724) EXTERIOR SHEATHING (BOTH SIDES) FIRST FLOOR www.MACCOARCHITECTS.com ON 2X6 WD. STUDS @ 16"Q.C. PLATE HT. SCRATCH COAT, BROWN COAT AND 7LED STRIP 10' - 0' V FINISH COAT. COLOR TO BE A PART I. -v OF THE MIX. TURN UP FLASHING ; I LL QF PZ DURO-LAST MEMBRANE ROOFING 0. OVER 5/6" OSB ROOF SHEATHING: ROOF TERRACE 2 SOFFIT DETAIL LIGHT TAN OR EQ. A 402 314" = 1'-0" f!�MARK W. MACCOy 3/4" ROOF SHEATHING ON PRE- m DURO-LAST OR SONOGARD ENGINEERED WOOD TRUSSES. I ROOFING SYSTEM m �y U SLOPE PRE-ENGINEERED INTO I AR96004 ROOF TRUSSES I' ^p CANT TO DRAIN D �dG MTL. FLASHING&DRIP ROOFTOP DECK r EDGE 23' - 6" STUCCO s EXTEND FASCIA 1/2" TO CREATE DRIP EDGE. STUCCO ALL CLOSED CELL SPRAY EXPOSED SURFACES. 2'-6" FOAM INSULATION, R-30 'HARDI-BOARD' OR EQUAL SOFFIT, PAINT CLOSED CELL SPRAY FOAM INSULATION STUCCO FINISH ON MTL. LATH AND VAOPR BARRIER OVER LENTERTAINMENT ROOM MARK MACCO, AIA EXTERIOR SHEATHING AND 2x6 WD.STUDS @ 16"O.C. N CAR B FLORIDA REGISTRATION: #AR96004 No. Description Date TURN UP FLASHING 1/2"PAINTED GWB 3/4"OSB SUB FLOOR OVER PRE-ENGINEERED WOOD FLOOR TRUSSES CANT _SECOND FLOOR — 12' - 0" MTL. FLASHING&DRIP EDGE STUCCO EXTEND FASCIA 1/2" TO CREATE DRIP EDGE. STUCCO ALL 2�-g" EXPOSED SURFACES. 'HARDI-BOARD'OR EQUAL SOFFIT, PAINT STUCCO FINISH ON MTL. LATH AND VAOPR BARRIER OVER EXTERIOR SHEATHING AND 2x6 FIRE STOP WD. STUDS @ 16"O.C. -.n n a SHEPARD MASTER BEDROOM 6"PNTD FLAT STOCK RESIDENCE BASE,TYP. 4"CONC. SLAB OVER (3) COURSE STEMWALL VAPOR BARRIER NOTCH SLAB INTO CMU AT TOP OF STEM WALL AS SHOWN.TYP. FIRST F0, - 0 SECTION DETAILS S"CMU STEM WALL. VERIFY COURSING IN CANT ALL BACK FILL FIELD. SHOULD BE (3) AWAY FROM STEMWALL COURSES. —IIIIHIGHEST 2% SLOPE MIN. FOOTING PNumber Project Numb a _III (ESTABLISHED 2014008 - GRADE — -2' - 0" Date 02/09/2015 III ' : `. .IIII III- III ; Drawn By Author III III �1i �= = Checked By MWM III III � A 40277 N 1 WALL SECTION `Nn T C) A 402 3/4" = 1'-0" Scale : 3/4" = 1'-0" N rn N MARIA MACCO ARCHITECTS 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info @ M a c c o Arc h i tec ts.c o m PH: 904, 249-ARCH (2724) www.MAC COARC H ITECTS.com OF MARK W. MACCO WINDOW INSTALLATION (METHOD A) WINDOW INSTALLATION (METHOD B) °0ip ' WEATHER RESISTIVE BARRIER(WRB)APPLIED AFTER THE WEATHER RESISTIVE BARRIER(WRB)APPLIED AFTER THE D WINDOW INSTALLATION. WINDOW INSTALLATION. SECTION A STEPS FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. STEPS FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SECTION A THROUGH WINDOW JAMB 1.APPLY SILL FLASHING 1.APPLY SILL FLASHING THROUGH WINDOW JAMB P 2.APPLY BEAD OF SEALANT SEALANT BEAD 2.APPLY BEAD OF SEALANTyBcCll �4u AT BACK OF WINDOW SEAL THE WINDOW FRAME TO BEHIND AT BACK OF WINDOW AFTER INSTALLATION r FLANGE &SET WINDOW(PAN OPENING.APPLY A 3/8" NOM. DIA. MOUNTING FLANGE & SET WINDOW(PAN SEAL ALL CORNERS OF vM HEAD SCREWS MUST BE USED BEAD TO THE BACKSIDE (INTERIOR) FLANGE. HEAD SCREWS MUST BE USED MECHANICALLY JOINED TO FACILITATE INSPECTION OF THE WINDOW FLANGE, IN LINE TO FACILITATE INSPECTION FRAMES TO SEAL FRAME WITH ANY PRE-PUNCHED HOLES OR X� x SEAM JUNCTURE. 3.APPLY BEAD OF SEALANT AT SLOTS. 3.APPLY BEAD OF SEALANT AT �] SIDE JAMBS o� SIDE JAMBS o FLASHING 4.APPLY JAMB FLASHING 4.APPLY JAMB FLASHING 3. JAMB FLASHING FLASHING SEALANT BEAD BETWEEN SEALANT B=AD BETWEEN MOUNTING FLANGE AND MARK MACCO 5.APPLY BEAD OF SEALANT APPLY CONT. SEAL TO THE FLASHING AND MOUNTING 5.APPLY BEAD OF SEALANT , AIA AT HEAD MOUNTING FLANGE. AT HEAD FLASHING. NCARB FLANGES AT THE TOP (HEAD) 6. APPLY HEAD FLASHING AND SIDES 6.APPLY HEAD FLASHING FLORIDA REGISTRATION: # AR96004 (JAMBS) 81/2"ABOVE THE 7. IN WATER SHEDDING FASHION, R.O.AT HEAD FLASHING AT HEAD EXTENDS 7. IN WATER SHEDDING FASHION, STARTING AT THE BASE OF EMBED JAMB FLASHING INTO 1" BEYOND JAMB FLASHING. STARTING AT THE BASE OF No. Description Date THE WALL&WORKING TOWARDS SEALANT THE WALL &WORKING TOWARDS P THE TOP, INSTALL ALL THE WRB AND FASTEN IN PLACE THE TOP, INSTALL ALL THE WRB TO THE FACE OF THE (FLASHING GOES TO THE FACE OF THE SHEATHING. TUCK WRB UNDER OVER SEALANT). SHEATHING. TUCK WRB UNDER SILL FLASHING,AND OVER 5. HEAD FLASHING SILL FLASHING, AND OVER FLASHING AT HEAD EXTENDS JAMB& HEAD FLASHING \ EMBED BOTTOM OF THE JAMB &HEAD FLASHING 1" BEYOND JAMB FLASHING. 8. WITH SHEATHING TAPE, HEAD FLAS-IING AGAINST 8. WITH SHEATHING TAPE, CONNECT THE PREVIOUSLY APPLIED CONNECT THE WRB TO THE FLASHING SEALANT(F LASHING GOES THE WRB TO THE FLASHING (ALL 4 SIDES) �w" OVER SEALANT). EXTEND (ALL 4 SIDES) - HEAD FLASHING BEYOND EACH JAMB FLASHING. 5. HEAD FLASHING SEALAN FASTEN IN PLACE. APPLY A 3/8 APPLY A CONT. SEAL ALONG NOM. DIA. BEAD OF SEALANT TO THE MOUNTING FLANGE AT THE 4 BACKSIDE (INTERIOR) OF HEAD. FLASHING GOES OVER THE MOUNTING FLANGE MOUNTING FLANGE. EMBED AROUND THE ENTIRE BOTTOM OF HEAD FLASHING PERIMETER. PLACE BEAD AGAINST SEALANT(FLASHING A IN LINE WITH ANY GOES OVER SEALANT). 4.JAMB FLASHING 3 PRE-PUNCHED HOLES OR EXTEND HEAD FLASHING EXTEND JAMB FLASHING SLOTS. BEYOND EACH JAMB FLASHING. TYFEEBINPLACE, R TO OVERLAP SILL FLASHING. 191 ' JAMB FLASHING IS EXTEND JAMB FLASHING 81/2" % BEHIND MOUNTING FLANGE. ABOVE ROUGH OPENING 4 AT HEAD.APPLY TAPE AT SILL FLASHING CORNERS TO TEMPORARILY Z.JAMB FLASHING A EXTEND JAMB FLASHING HOLD FLASHING IN PLACE 00 LASHING. EXTEND UNTIL WRB IS APPLIED FOVERLAP SILL 9„ SHIM AND ADJUST WINDOW FL TO ACHIEVE SEA NT JAMB FLASHING 81/2" SQUARE, PLUMB,AND ABOVE ROUGH SILL FLASHING SEALANT S H E PA R D LEVEL CONDITION. OPENING AT HEAD.APPLY USE CORROSION TAPE AT CORNERS TO 3 TEMPORARILY HOLD RESISTANT FASTENERS. FLASHING IN PLACE FASTEN WINDOWS PER UNTIL WRB IS APPLIED. RESIDENCE WINDOW MANUFACTURER SHIM AND ADJUST WINDOW TO ACHIEVE FASTENER SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN SPECIFICATIONS. WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. INTERIOR VIEW I TOP LEFT CORNER OF WINDOW TOP C TRLEFT IOR CORNIER OF WINDOW FLASHING DETAILS A/B Project Number 2014008 Date 02/09/2015 Drawn By Author Checked By MWM A 600 C M N O Scale 1/4" = V-0" 04 MARK MACCO AR C H ITECTS 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904, 249-ARCH (2724) www.MA C C OA R C H I T E CTS.c o m C/lMARK W. MACCQ�^p WINDOW INSTALLATION (METF OD A-1 ) WINDOW INSTALLATION (METHOD B-1 ) AR96004 WEATHER RESISTIVE BARRIER(WRB)APPLIED PRIOR 0 THE WEATHER RESISTIVE BARRIER(WRB)APPLIED PRIOR TO THE SECTION A �► WINDOW INSTALLATION. WINDOW INSTALLATION. THROUGH WINDOW JAME D IPti STEPS FLASHING APPLIED OVER THE FACE OF THE MOUNTING 7LANGE. SECTION A STEPS FLASHING APPLIED BEHIND THE MOUNTING FLANGE. 1. IN WATER SHEDDING FASHION, THROUGH WINDOW JAMB 1. IN WATER SHEDDING FASHION, STARTING AT THE BASE OF SE LANT BEAD STARTING AT THE BASE OF WRB BE vv THE WALL &WORKING TOWARDS SEAL THE WINDOW FRAME TO IND THE WALL&WORKING TOWARDS THE TOP, INSTALL THE WRB MOUNTING THE TOP, INSTALL THE WRB Jf OPENING.APPLY A 3/8" NOM. FLANGE. TO THE FACE OF THE SHEATHING E FACE OF THE TO THE DIA.TO THE BACKSIDE SHEATHING (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY Z.APPLY SILL FLASHING X2.APPLY SILL FLASHING PRE-PUNCHED HOLES OR SLOTS. o FLASHING 3.APPLY JAMB FLASHING 3.APPLY BEAD OF SEALANT o FLASHING SEALANT BEAD BETWEEN AT BACK OF WINDOW 4.APPLY BEAD OF SEALANT MOUNTING FLANGE AND SEALANT BEAD BETWEEN AROUND THE PERIMETER OF FLASHING. FLANGE &SET WINDOW USING FLASHING AND MOUNTING THE BACKSIDE (INTERIOR PAN HEADSCREWS TO FACILITATE INSPECTION FLANGE. SURFACE)OF WINDOW MOUNTING FLANGE MARK MACCO, AIA 4.APPLY A 3/8 NOM. DIA. 4.APPLY BEAD OF SEALANT AT 5.JAMB FLASHING SIDE JAMBS. EXTENDS 8112" 5. IMMEDIATELY INSTALL WINDOW BEAD OF SEALANT TO THE N CARB APPLY CONT. SEAL TO T E USING PAN HEAD SCREWS TO BACKSIDE (INTERIOR) OF THE AFTER INSTALLATION 5.APPLY JAMB FLASHING MOUNTING FLANGES AT THE TOP FACILITATE INSPECTION MOUNTING FLANGE AROUND SEAL ALL CORNERS OF FLORIDA REGISTRATION: #AR96004 HEAD AND SIDES (JAMBS) OF THE ENTIRE PERIMETER. MECHANICALLY JOINED 6.APPLY BEAD OF SEALANT WINDOW. EXTEND SEAU kNT AT 6. APPLY BEAD OF SEALANT PLACE BEAD IN LINE WITH FRAMES TO SEAL FRAME HEAD JAMBS 81/2"ABOVE THER.O.AT ACROSS THE FACE OF ANY PRE-PUNCHED HOLES SEAM JUNCTURE. NO. Description Date AT HEAD. EMBED JAMB FLA RING INTO MOUNTING FLANGE AT HEAD OR SLOTS 7.APPLY HEAD FLASHING SEALANT AND FASTEN IN PLACE. (FLASHING GOES OVEREALANT). 7.APPLY HEAD FLASHING 8. REMOVE PREVIOUSLY APPLIED 8. REMOVE PREVIOUSLY APPLIED TAPE,ALLOWING WRB TO LAY 8 TAPE, ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE FLAT OVER HEAD FLASHING. L FLASHING AT HEAD EXTENDS OVER DIAGONAL CUT-SEE APPLY NEW SHEATHING TAPE V BEYOND JAMB FLASHING. DIAGRAM SECURE OVER DIAGONAL CUT-SEE SECURE WRB DIAGRAM WRB AT HEAD @ HEA ' FLASHING AT HEAD 8 7. HEAD FLASHING 0APPLY A CONT. SEAL ALONG _\ EXTENDS 1" BEYOND MOUNTING FLANGE AT THE 8 a J AMB FLASHING. 1 HEAD. FLASHING GOES OVER SEALAN 7.HEAD FLASHING MOUNTING FLANGE. EMBED EMBED BOTTOM OF THE BOTTOM OF HEAD FLASHING 4 HEAD FLASHING AGAINST AGAINST SEALANT (FLASHING THE PREVIOUSLY APPLIED 3.JAMB FLASHING 5 GOES OVER SEALANT). (FLASHING GOES EXTEND JAMB FLASHING EXTEND HEAD FLASHING SEALANT OVER SEALANTEXTEND TO OVERLAP SILL BEYOND EACH JAMB FLASHING. HEAD FLASHING BEYOND FLASHING. EXTEND FASTEN IN PLACE. EACH JAMB FLASHING. JAMB FLASHING 8 1/2" g" AFASTEN IN PLACE. 220MM ABOVE ROUGH 5.JAMB FLASHING 1 OPENING AT HEAD. EXTEND JAMB FLASHING TO APPLY TAPE AT SILL FLASHING OVERLAP SILL FLASHING. CORNERS TO SHIM AND ADJUST WINDOW TO ACHIEVE SEALANT EXTEND JAMB FLASHING 8 9" TEMPORARILY HOLD SQUARE, PLUMB, AND LEVEL CONDITION. FLASHING IN PLACE USE CORROSION RESISTANT FASTENERS. 4 SEALANT UNTIL WRB IS APPLIED. FASTEN WINDOWS PER WINDOW SILL FLASHING MANUFACTURER FASTENER 8 SHEPARD 1 3 SPECIFICATIONS. g i.WEATHER RESISTANT M .TO ACHIEVE SHIM AND ADJUST WINDOW SQUARE, PLUMB, AND LEVEL CONDITION. BARRIER(WRB) a a. 1.WEATHER RESISTANT USE CORROSION RESISTANT FAISTENERS. AT A 45 DEGREE ANGLE, CAREFULLY RESIDENCE BARRIER(WRB) FASTEN WINDOWS PER WINDOW E CUT THE BARRIER ON A DIAGONAL. AT A 45 DEGREE ANGLE, CAREFULLY CUT MANUFACTURER SPECIFICATIONS. GENTLY RAISE THE TOP EDGE OF THE THE BARRIER ON A DIAGONAL. GENTLY BARRIER UP AND TAPE THE TOP INTERIOR VIEW RAISE THE TOP EDGE OF THE BARRIER CORNERS AND CENTER TO THE TOP LEFT CORNER OF WINDOW UP AND TAPE THE TOP CORNERS AND IN ERIOR VIEW EXTERIOR WRB SURFACE ABOVE. CENTER TO THE EXTERIOR WRB SURFACE TOP LEFT CORNER OF WINDOW ABOVE. I I 1/2"ABOVE ROUGH OPENING AT HEAD. TUCK TOP OF JAMB FLASHING DETAILS FLASHING UNDER THE FLAP OF WRB AT THE HEAD. SEE DIAGRAM. A-1/B-1 FLASHING DETAILS A-1/6-1 Project Number 2014008 Date o2/os/2o1s Drawn By Author Checked By MWM CL M A 601 M T N L0 Scale 1/4" = 1'-0" N rn a [� . REF, CEILING NOTES ELECTRICAL SYMBOLSDARCHITIECT &IMARK MACC 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. DATA/PHONE ' 2.ALL LIGHTS TO BE ON DIMMER SWITCHES SWITCH 476 OSCEOLA AVENUE EXCEPT: JACKSONVILLE BEACH, FL ALL CLOSETS, (EXCEPT MASTER CLOSET) DUPLEX OUTLET 32250 SHOWER, WATER CLOSET LIGHT,ALL QUAD OUTLET E: Info@MaccoArchitects.com GARAGE INTERIOR FLOURESCENTS, FRONT PH: 904. 249-ARCH (2724) ENTRANCE AND FRONT GARAGE SCONCE LIGHTS. EXTERIOR SCONCE LIGHTS, UTILITY TELEVISION www.MACCOARCHITECTS.com RM LIGHTS. DUPLEX GROUND 3.ALL SMOKE DETECTORS TO BE CEILING �gfi FAULT INTERRUPTION MOUNTED. DUPLEX OUTLET 42"AFF 42"AFF OF 4.ALL SCONCES TO BE MOUNTED AT 6-6DUPLEX OUTLET 42"AFF, AFF. GROUND �.P�� 42'AFF GFI FAULT INTERRUPTION Pt�MARK W. MACCO7 5.ALL BATHROOM SCONCES TO BE FLOOR OUTLET M ry�V{ V MOUNTED AT 6'-0"AFF ]�j'�Ih7 '� ,. , v., .:.,. r . .... , ., . . ':, <x,vi� :S'? , a ... v'.<r,. ':..<.,*'�i`."R.•. v.f rvk ,f'a.' /"l � t'^� Ad ® CEILING MOUNTED FAN, NO LIGHT '" 6.ALL SWITCHES TO BE MOUNTED AT 36"AFF ----- ' (� ' n co CEILING MOUNTED CARBON UNLESSABOVEACOUNTERSURFACEOR ----- ---- © �ED +� OTHERWISE NOTED. 36" MARK MEASURED TO MONOXIDE DETECTOR --- Y T THE BOTTOM OFTHE HOUSING. 7. HVAC VENTS ARE APPROXIMATE IN THIS ; \ MASTER BEDROOM ----- / 9CEILING MOUNTED SMOKE j PLAN. CONSULT ARCHITECT AND HVAC SUBfo ( (( MASTER CLOSET DETECTOR FOR VENT PLACEMENT IN FIELD. G%� ¢ ---- e ,----_ • PENDANT LIGHT 't) ygt,CJ ��Y --.0 _� 8. REVIEW PLAN FOR 4%6" LED CAN o �' --- 1° o / E------------ --� 10'-0° �� —� — I 2" DIAMETER RECESSED PLACEMENT. USE APPARENT CENTER LINES, — ,MASTER BATH / -- ----- ---- -------- AS DIMENSIONS ARE NOT PROVIDED. -- ---- ----- ------- PUCK LIGHT __ - -_ -- --- - 9. THIS DRAWING ONLY CAN BE SCALED FOR - a' ��, b' � �O' ©. � ,_-� � �, _- � '' '� � ' � OR OVERHEAD LIGHT, SCONCE LIGHT PLACEMENT. GFI ,-- ", © " ® Q a_ -- ---------- 6" RECESSED CAN LIGHT, LED, 10. ALL FLUORESCENT FIXTURES ARE TO BE ,� ,.:u , �. `� HALOGEN OR FLUORESCENT MARK MACCO AIA DELUXE WHITE IN COLOR INDEX. T ' - _ _ _ — _ _ � I/ � �� ® 4" RECESSED CAN LIGHT, LED, 11. SMOOTH CEILING THROUGHOUT. NO WATERPROOF COVER - - -- - s'-o- --_ - ----- -- ----- NCARB I KNOCK DOWN FINISH ANYWHERE. © © © -_---__--- -_-_-_--_- © Z _�----- - ---ID- --$ ® ® ;� " HALOGEN RFLUO CEN H N O FLUORESCENT FLORIDA REGISTRATION: #AR96004 _ J - ------ �'l ----- = - —- ; SURFACE MOUNTED LIGHT, LED, a ------- _ HALOGEN OR FLUORESCENT NO. DeSCrlptl011 Date ELECTRICAL NOTES �' ' WALL WASHER, LED OR HALOGEN 1. REFER TO THIS SHEET FOR ELECTRICALt ""----- ----- 4'X 2' CEILING MOUNTED SYMBOLS. ( "--------- --------'' © ' -- © FLUORESCENT FIXTURE o 2 AFF 2. RECEPTACLES ARE TO BE MOUNTED 101-01 ----- HARDWIRED LED ROPE LIGHT HORIZONTALLY 8" MEASURED TO BOTTOM OF P ___ { Q i 10.-0" HOUSING. UNLESS OTHERWISE NOTED. GRE , v--------- - G% CEILING FAN, NO LIGHT 3. REFER TO PLAN FOR RECEPTICAL TYPE AND \ ENTRY/LAUNDRY gfi SIDE E HEIGHT ABOVE COMFORT HEIGHT COUNTER p - ------------ -_ _- C '- -(:} ___ WALL MOUNTED POOL CONTROLS TOPS. REFER TO CABINET DRAWINGS, NOT '� � �, `, � ''- INCLUDED IN THIS SET FOR CONFIRMATION. / FN eox PANEL BOX 4. SEE MANUFACTURER SPECIFICATIONS FOR . . . , , I NAT URAL GAS VALVE TANKLESS WATER HEATER POWER LIJN4._B, s'_o' REQUIREMENTS ----- ° 9 10' o' ""- { GARAGE 0 HVAC SUPPLY GRILLE '_ o„ 5. SEE KITCHEN DRAWINGS FOR ELECTRICAL REQUIREMENTS FOR KITCHEN. MAY VARY FROM ARCHITECTURAL DWGS. -=s _4„ ------;- HVAC RETURN 01V ILL Oil 6. INTERIOR 4"RECESSEED LIGHTING ON FIRST T 42"AFF 31 1q � I � � -�6 �IA1 LEVEL TO BE DIMMABLE, LED WI A WARM I COLOR INDEX. ._ r" I ------ I 9f � 7. IMPORTANT: GUEST ROOM GUEST BAT 2'AFF ALL SWITCHES TO BE MOUNTED AT 36"AFF. �': -'�, KITCHEN-& - UNLESS ABOVE A COUNTER OR OTHERWISE , NOTED: - ------------ � `fi, � 6' ' � WALL MOUNTED 8. ALL LOW VOLTAGE TRANSFORMERS ARE TO ®j'; ,,. EXTERIOR LIG P /� R D EX LIGHTING, TYP H E BE HIDDEN IN SOFFITS OR ADJACENT SPACES, NOT TO BE A PART OF THE FIXTURE HOUSING. CONSULT W/ARCHITECT FOR TRANSFORMER 2 A402 PLACEMENT FIRST FLOOR ELECTRICAL/ RESIDENCE 9. 6" EXTERIOR RECESSED EAVE CANS TO BE LIGHTING PLAN - COMPACT FLOURESCENT FIXTURES.4" EAVE 114" 11-011 LIGHTS TO BE LED. 10. MOUNT ALL VANITY LIGHTS ABOVE MIRRORS THAT ARE CALLED FOR AT T-0" AFF. FIRST FLOOR ELECTRICAL PLAN Project Number 2014008 Date 02/09/2015 Drawn By Author Checked By MWM 100 Graphic Scale: finch=4 feet Eii 0 4' 8' 12' 16' NORTH Scale 1/4" = 1'-0" l MARK MACC , , REF. CEILING NOTES ELECTRICAL SYMBOLS DARCHITECTS\ 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. DATA/PHONE 2.ALL LIGHTS TO BE ON DIMMER SWITCHES SWITCH 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL EXCEPT: DUPLEX OUTLET 32250 ALL CLOSETS, (EXCEPT MASTER CLOSET) E: Info@MaccoArchitects.com SHOWER , WATER CLOSET LIGHT,ALL + QUAD OUTLET PH; 904. 249-ARCH (2724) GARAGE INTERIOR FLOURESCENTS, FRONT ENTRANCE AND FRONT GARAGE SCONCE N TELEVISION www.MACCOARCHITECTS.com ❑ LIGHTS. EXTERIOR SCONCE LIGHTS, UTILITY DUPLEX GROUND RM LIGHTS. `--�fl FAULT INTERRUPTION 3.ALL MOUNTED.KE DETECTORS TO BE CEILING Q DUPLEX OUTLET 42"AFF (�� �"� 42"AFF S DUPLEX OUTLET 42"AFF, 4.ALL SCONCES TO BE MOUNTED AT 6'-6" 42'AFF OR GROUND C/JMARKW. MACCC)^y , 5.ALL BATHROOM SCONCES TO BE r. FLOORIPTION OUTLLET ARS OO4 MOUNTED AT6-0"AFF - „ . �. , .,. ,. ..« r 'i N ® CEILING MOUNTED FAN, NO LIGHT 6.ALL SWITCHES TO BE MOUNTED AT 36 AFF "--- ---- ------------- D co CEILING MOUNTED CARBON UNLESS ABOVE A COUNTER SURFACE OR © , , © '" © STAIR LIGHTING- OTHERWISE NOTED. 36"MARK MEASURED TO RECESSED IN WALL MONOXIDE DETECTOR THE BOTTOM OF THE HOUSING. ; so CEILING MOUNTED SMOKE DETECTOR 7. HVAC VENTS ARE APPROXIMATE IN THIS __ 2 PLAN. CONSULT ARCHITECT AND HVAC SUB � � LIGHTS ON • PENDANT LIGHT FOR VENT PLACEMENT IN FIELD. -------- s -- ------- -- 6 UNDERSIDE OF - LANDING 8. REVIEW PLAN FOR 4%6" LED CAN OFFICE HVAC -------------- - - - ------ y 2P DIAMETER LIGHT RECESSED � --------- ------ PLACEMENT. USE APPARENT CENTER LINES, ' __ 6 - - AS DIMENSIONS ARE NOT PROVIDED: STAIR F, \ Q WALL MOUNTED LIGHT, SCONCE 9. THIS DRAWING ONLY CAN BE SCALED FOR � , � � � --6 � � 6, 6 �� Y OR OVERHEAD LIGHT PLACEMENT. ------- =' ® 6" RECESSED CAN LIGHT, LED, ENTERTAINMENT ROOM HALOGEN OR FLUORESCENT MARK MACCO AIA 10. ALL FLUORESCENT FIXTURES ARE TO BE s ' DELUXE WHITE IN COLOR INDEX. \ 0 4"RECESSED CAN LIGHT, LED, N CARB 11. SMOOTH CEILING THROUGHOUT. NO -- 6 6 HALL 6 _____ \� 6 \s HALOGEN OR FLUORESCENT FLORIDA REGISTRATION: #AR96004 KNOCK DOWN FINISH ANYWHERE. O C�,- ® ' � {� O "" �, O "" �-------- � -- ----- ---"- s SURFACE MOUNTED LIGHT LED _ HALOGEN OR FLUORESCENT No. Description Date O v --_ N ,', d WALL WASHER, LED OR HALOGEN c' ELECTRICAL NOTES ¢"'' �� Q Q �_ Q 4X2 CEILINGMOUNTED FLUORESCENT FIXTURE 1. REFER TO THIS SHEET FOR ELECTRICAL SYMBOLS. BEDROOM#3 ' ----- HARDWIRED LED ROPE LIGHT It 2. RECEPTACLES ARE TO BE MOUNTED ; L4 " FF GF. _ BATH #2 CEILING FAN, NO LIGHT HORIZONTALLY 8"MEASURED TO BOTTOM OF HOUSING. UNLESS OTHERWISE NOTED. LL 3. REFER TO PLAN FOR RECEPTICAL TYPE AND _ P` WALL MOUNTED POOL CONTROLS HEIGHT ABOVE COMFORT HEIGHT COUNTER ; - ® BEDROOM #2 PNr BOX PANEL BOX TOPS. REFER TO CABINET DRAWINGS, NOT BATH#3 NATURAL GAS VALVE INCLUDED IN THIS SET FOR CONFIRMATION. - 4. SEE MANUFACTURER SPECIFICATIONS FOR -- --- ❑® HVAC SUPPLY GRILLE TANKLESS WATER HEATER POWER O REQUIREMENTS. H VAC RETURN 5. SEE KITCHEN DRAWINGS FOR ELECTRICAL REQUIREMENTS FOR KITCHEN. MAY VARY FROM ARCHITECTURAL DWGS. 6, INTERIOR 4"RECESSEED LIGHTING ON FIRST REFLECTED CEILING PLAN - LEVEL TO BE DIMMABLE, LED W/A WARM SECOND FLOOR COLOR INDEX. 1/4" = 1'-0" 7. IMPORTANT: ALL SWITCHES TO BE MOUNTED AT 36"AFF. UNLESS ABOVE A COUNTER OR OTHERWISE S H E PA R D NOTED. 8. ALL LOW VOLTAGE TRANSFORMERS ARE TO BE HIDDEN IN SOFFITS OR ADJACENT SPACES, NOT TO BE A PART OF THE FIXTURE HOUSING. RESIDENCE CONSULT W/ARCHITECT FOR TRANSFORMER PLACEMENT. i 9. 6" EXTERIOR RECESSED EAVE CANS TO BE COMPACT FLOURESCENT FIXTURES.4" EAVE LIGHTS TO BE LED. 10. MOUNT ALL VANITY LIGHTS ABOVE MIRRORS SECOND FLOOR THAT ARE CALLED FOR AT T-0" AFF. STAIR TOWER , ELECTRICAL PLAN 2 Project Number 2014008 A 400 Date 02/09/2015 Drawn By Author Checked By MWM REFLECTED CEILING PLAN - ROOF TOP DECK 1/411 = 1'-0" Graphic Scale: 1 inch=4 feet Jj E 101 �I 0 4' 8' 12' 16' C NORTH scale 1/4 1/-01/