Loading...
1837 OCEAN GROVE DR SFR f 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 60 p.s.f. Top Chord Dead Load I10 10 p.S.f. Bottom Chord Live Load 0 0 p.s.f. Bottom Chord Dead Load 10 5 p.S.f. Total Load p 75 p.s.f. Duration Factor 1.25 1.00 3-04-00 Building Code FBC 2010 RES 3-04-00 Wind Standard ASCE 7-10 Wind Speed 130 m.p.h. ^ Wind Usage RES. CAT II LO Building Exposure D V0_ 12 1' Imo— q FB�12 0�` Building Type Closed -- _ ___ -- -- NOTE .c N It is the responsibility of the building designer or architect to Q N — lQ I provide an appropriate connection for trusses to supporting structure per reactions shown on truss engineering.Special O considerations for mechanical equipment and/or plumbing(and f,L, their connections)in truss space must be diagrammed by the ITJ 01 — T-J�'� budder an approved truss layout prior to fabrfcaton. 'a. 1 Manning Building Supplies is a truss manufacturer whose responsibilities are limited to those described in WTCA 1-1995 (f (sections 6.0 and 7.0).Accordingly,it disclaims any responsibilities for the the construction design,drawings, TJ02TJ02 9 e documents including the installation and bracing of trusses I manufactured by Manning Buildinll supplies. Warning: s O Conventional framing,erection and/or permanent bracing is not 0° I TJ 03 O the responsibility of the truss designer,plate manufacturer,or LL I __— a TJ03 I truss manufacturer.Persons erecting trusses are cautioned to seek professional advice regarding erection bracing which is �J 03 ` TJ03_ I q always required to prevent toppling and dominoing during - '- erection,and permanent bracing which may be required in _rlb 00 specific applications.See"Bracing wood trusses commentary TJ02 �� ✓92 I and recommendations(SCSI 1-03)for further information. 6 TJ 02 I Trusses shall be installed in a straight and plumb position. �..�. .ae-=I as e i ��°--" �� [ � � . ,_ . ,.,.: Y Where no sheathing is applied directly to the top and/or bottom - chords,they shall be braced as specified on the engineered { F design.Trusses shall be handled with reasonable care during i��;. I TJ 01 � � �—� a 4f erection to prevent damage or personal m/ury. =FJ01 I 1 N l N �� is DUIPY O _FB__12 12I 17-10-00 ---ATTENTION- 1 TTENTION Approval of this truss layout is necessary before fabrication can WALLS ARE 8' Ot' begin.Verify spans,pitches,overhangs,elevations and bearing conditions.Acceptance of this layout assumes total responsibility.The trusses will be built in accordance with this layout. Approved By: Date: F--7— Manning Building I Supplies, INC. 11155 Philips Parkway Dr.E. Jacksonville,FL 32256 Phone:(904)268-8225 Fax:(904)260-2981 WWW.MBS-CORP.COM JAXTR USSto7 MBS-COR P.COM Customer: Aria Homes, Inc. Job Name: hepard Residence ot/BIk/Subdiv 1837 Ocean Grove Drive Atlantic Beach,FL/ FLORIDA PRODUCT APPROVAL CODES: MITE PLATES 15638....BLUELINX ON-CENTER-LVL 15354 ...BLUELINX ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 Scale: ate: Dawn By: Job Number. N.T.S. 12/22/zola JK J140482 All claims for error or defective materia 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 20 60 p.s.f. 5-01-08 Top Chord Dead Load 10 10 p.s.f. Bottom Chord Live Load 0 0 p.s.f. O 5-06-08 Bottom Chord Dead Load 10 5 p.s.f. Cl) O O 4 Total Load p B09 Z) X75 p.s.f. N N j UT02(7) h FJ�r10'' Duration Factor 1.25 1.00 00 1` (° `o o — 1 I 2-0 -00 Building Code FBC 2010 RES UJ 16—, _ v Wind Standard ASCE 7-10 M —r— T. � r Wind Speed 130 m.p.h. 1-1 -00 UT28 .� w. _ W i( li t UJ17 1 co i— N N 2-0 -00 d LL 0 ? _ F_ Wind Usage RES. CAT II UT29 i I I UJ18 11� Building Exposure D .e s �m� I 0 9 P (UI I o Building Type Closed UT30� 16C. I 13-10-00 o 20 UT31 =�-_ _ I ? HGUS26-2 UT34� UJ ------------ _ ------------------ E i - `7 7 T I I It is the responsibility of the buuild NOTg designer or architect to it -i p0 co provide an appropriate connection for trusses to supporting O structure per reactions shown on truss engineering.Special j 1 P 9 9 P I considerations for mechanical equipment and/or plumbing(and their connections)In truss space must be diagrammed by the UT32 5 l 11 S j g i i i r UT26(2) ct O� builder an approved truss layout prior to fabricaton. -. tf _ O ( ) "'a A`"••"""'" - \ 1 s _ I� — _ t �V?6 —;� Bj Manning Budding Supplies is a truss manufacturer whose o �I 1 { I I _ (__� -- 11-01-08 o p P responsibilities are limited to those described in W1'CA 1-1995 _ r I I I M l (sections 6.0 and 7 0).Accordingly,it disclaims any u� w.. [ 1 # � 1 r00 k PI{ h aresponsibilities for the the construction design,drawings, I N �H BM5 documents including the installation and bracing of trusses S I I 4 ? N m manufactured b ManningBuilding Supplies. IG I I I II a > I, I I• � N _ Warning: 6 (i _ s T_ Conventional framing,erection and/or permanent bracing is not \ f I t= —�—� F ------ - I_ I UJ05 �� I( $ I— � i � -� d s I I � � � � � T � � � � the responsibility of the truss designer,plate manufacturer,or f .r----- t--�-- —_ — — 8-02-00 truss manufacturer.Persons erecting trusses are cautioned to O i UJ04 a ; 3 1 $ _ _ _ _ = O '�" seek professional advice regarding erection bracing which is W3 x always required to prevent toppling and dominoing during 888 ) $ erection;and permanent bracing which may be required in O WLOL UJ03 - ) }$] ( �Uspecrttc applications.See"Bracing wood trusses commentary 6 4 z 116 I O:;C. ± ) \ and recommendations(SCSI 1 03)for further information. I UJ02 g plumb osihon. . I # Trusses shall be installed in a straight and m I t I g p P Where no sheathing is aIieddi directly[o the to and/o r bottom _ —�=�_ UJB'r _ ^ O O / �i g g —i design.Trusses shall be handled with reasonable care during O O O t erection to prevent damage or personal injury. rye ot J� F608 i o i � i i o o co N OALL WALLS ARE yO N � i I O 10' - 1 1/8r. � g ATTENTION u„ Approval of this truss layout is necessary before fabrication can I I 116 1 O!C. \# begin.Venfy spans,pitches,overhangs,elevations and bearing 3 p conditions.Acceptance of this layout assumes total i responsibility.The trusses will be built in accordance with this a 3 1 3I layout. 1 11-00v v v a v 3 v v v v v Approved By: v v v 9 v v v T (D T Date: D uT17(28) Manning Building Supplies, INC. O 00 11155 Philips Parkway Dr.E. q 42-10-00 Jacksonville,FL 32256 OOi Phone:(904)268-8225 C14( N Fax:(904)260-2981 VNNVV.MBS-CORP.COM JAXTRUSS o7MBS-CORP.COM (Customer: aria Homes, Inc. Job Name: hepard Residence ot/Blk/Subdiv 1837 Ocean Grove Drive Atlantic Beach,FL/ Scale: ate: ' mwn By: ,lob Number: FLORIDA PRODUCT APPROVAL CODES: MI EK PLATES 15638....BLUELINX ON-CENTER-LVL 15354...BLUELINX ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. 12/22/2014 JK J140482 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 60 p.s.f. Top Chord Dead Load 10 10 p.s.f. 10-06-00 24-04-00 25-05-00 13-09-00 Bottom Chord Live Load 0 0 p.s.f. Bottom Chord Dead Load 10 5 p.s.f. 5-00-00 Total Load 0 75 p.s.f. v ✓p ¢ C14 SF25(10) U_ F605 Duration Factor 1.25 1.00 C) 0 1304 d.- -._.-- M -- Jo n, N Building Code FBC 2010 RES Jo1A is . o oo N i 1 �� Wind Standard ASCE 7-10 1( XX7_ —Jo Wind Speed 130 M.p. J0-2A �•. - J02 I, M J03AI24'j O.C. ;m g Wind Usage RES. CAT II m , J05 r',. N I ¢ I J03 i`L 00 LL 0 ) III X o Building Exposure D `L i �� Building Type Closed f 3Q' I J07 su zs f I s _ 7i � J04�1 g YP SF13 BEAM BY OTHER NOTE ie i8 ie i� ie iIt is the responsibility of the building designer or architect to X p provide an appropriate connection for trusses to supporting u7 structure per reactions shown on truss engineering.Special LL :� <V o considerations for mechanical equipment and/or plumbing(and iii III i i I V- >1 (0 their connections)in truss space must be diagrammed by the o- -•�•�•-I"="--=-•w-- - •--•�w=•-•V -•---�• III N (I builder an approved truss layout poor to fabricaton. O � li III ty ii I ' i.�,a,.�..�...-.„, ..�.. -.,d,..m.....,....... - -.......a.�...........o $FQ Manning Building Supplies is a truss manufacturer whose o 24' ,O. ' i r responsibilities are limited to those described in WTCA 1-1995 cr .a.:.....,,,..-._...,..,1..�... ..m-. 4 : : {� I HTvz6 (sections 6.0 and 7.0).Accordingly,it disclaims any ' i III i II BM3_ ""`-"""'"'�""""""" SF03 responsibilities for the the construction design,drawings, CD ems.. 1 � . '� "� —— documentsincluding the installation and bracing oftrusses o --------- __ __ _ ___ } R 1 1 II manufactured by Manning Building Sup lies. - -- --- --- --- p..�}..M HTU26 ,III II o Warning co Hatch Legend 1 -08-12 o Ill m N LL ._. - V o Conventional framing,erection andnor permanent bracing is not � i $F02(3 the responsibility of the truss designer,plate manufacturer,or 12 WALLS p o III U_ II Hiuzs ) rn truss manufacturer.Persons erecting trusses are cautioned to u.� ®i"'`"""" ""`�-"" �"�"" """"- ""•' $ $ $ 3 LL m -ss seek professional advice regarding erection bracingwhich is II always required to prevent toppling and dominoing during U. wx --- ----------- —.---- ---- --'� : erection;and permanent bracing which may be required in �8 8 WALLS SF14A P s Y q i g g g g II specific applications.See"Bracing wood trusses commentary 10'WALLS ' C Mr..a. SF01 and recommendations(BCS1 1-03)for further information. HTu26 �Tuzc Trusses shall be installed in a straight and plumb position, F IW SF12 j Where no sheathing is applied directly to the top and/or bottom 10 F - -- - - - chords,they shall be braced as specified on the engineered SF15(6) i Q 1>1 Q HTuz6 SF11 HTU26 i design.Trusses shall be handled with reasonable care during m I>_ 1 erection to prevent damage or personal injury. ' = V � m - v Approved truss;anchor b builder. cro ' O rn Q .HTuz6 SF10 -HTU26 pp y FLOOR TRUSS ,:.-a.,,.,..o ..-.. LLI m 1 o u. o .._ _ SF09- FB02 �� O U I - m • � �� - I� O 1/2"Ribbon I 31 HTU26 HTU26 -@ �fC� N jW U- -HTU26 $FOB _w HTU26 C:1 m -- --- --- - v • o- ..H U26 <X>0 F11T XXT� __ ___T __ __ C\I III �� ,v o N HTU26 Hiuzs rJ02C HTU26 HTU26 24" O.C. F07 �,_.w SF-17(3) eRc. _....•-�. ..,.. HTw...,....... :rw.,.,..,...V...«........a..�.»....._,...,.. ,r 'Co -`Pev : % `Ri `Pv ie O HT"�26 $F06 ... t.......HTU26 C�1 II 3 3 'I l� Hcus262__Y SF18 ..r:.-xsM :I 4i F F -- -- I— — ' N __ -- y - - J08 .. ax F _,, � -_ - - -__ --__--_- -- -- -- _- -- -- -- -__-____-- � �.� .��_. ------�--------- Typical Truss End O 4..�,....,.. `R 3e `Ri ie � ie ie � ._. . HTU26 � 0o m I a03C /LL r i s r f s r I� �T HTU26 ATTENTION v JOS �I �� V Approval of this truss layout is necessary before fabrication can �.. m..o.-.. . IIII� r 1 O Hiuzs i begin.Verif spans,pitches,overhangs,elevations and bearing 9I9 t j - ---�^---^"•A--WY _-^a-- a -^^'�--- VLz°�- •a°= --w :w•-• ^-�LL conditions.Acceptance of this layoutassumestotal SF05 5 responsibility,The trusses will be built in accordance with this I J02C �� ( ) N HTU26 layout. VI " t " @ 1 1 Approved By: Jo1C 4i 24 O.C; , a € W W N 1 HTU26 OO /{I r3r to y N „- . ,.u.-...,,.,w...a,.......-.......,..,.m.....:..-.....-..,,.�..w.�,.�...... ...wN...«W_, Date: O 3 P V v 0 O 9 O P © P O '3 ! V- 111 r N �- Q 2 _' Manning Building ^ti o g SF 19(7) � SF20(9) SF21(2) Supplies, INC. oo lq -------------------------------------- 11155 Philips Parkway Dr.E. 7-02-00 Jacksonville,FL 32256 NPhone:(904)268-8225 47-09-08 4-05-08 25-03-00 5-11-00 Fax:(904)260-2961 ra S) JAX` RUSS B TMBS CORP.COM ,Customer. ria Homes, Inc. Job Name: hepard Residence Lot,Ulk/Subdiv 1837 Ocean Grove Drive Atlantic Beach,FL/ Scale: ale: prawn By: ob Number: FLORIDA PRODUCT APPROVAL CODES: ITEK PLATES 15638....BLUELINX ON-CENTER-LVL 15354...BLUELINX ON-CENTER BLI-JOIST 15432.... BLUELINX ON-CENTER RIMBOARD 15432 N.T.S. 12/22/2014 JK IJ140482 -copy 1 1 A301 t `j � A 400 r Duct Sized per ASHRAE Standards 37 l� Friction Loss = , 09 Duct Sized per ASHRAE Standards T Static - f 2 s3'-11° Friction Lass – — Total CFMs = ���G� — � Static = P 2'-6" 32'-3" Duct Sizes shown in Area X Length _Total CFMs = TEL = z IT-3' 45 17 Duct Sizes shown in Area X Length C = CFM on Drawing —TEL = ; 6[01 C/L 3�-0" C 31.0" C 4'-7„ CIL 12 C = CFM on Drawing lag .fro .hR , f.. .`I S sf. 1 r i i - 2'r, ., vkr ENTERTAINMENT CENTERti A ROOF BELOW Q C!L a� _ rr - - - ^I;. :� l^`�"iJ: a, .LLl`�(,;t t•L'` ".h�% 1':.S UY" jn w4I. -�. w'1_! !. \.` ,t� ;t.�., .:� R 1 ?, or ArQ�, I I I I I I 1 I I I G "�'l}�1/ f rJ �1L A401 LO ;'. OFFICE \E - cIL ENTERTAINMENT RQ '� M HVA STAIR ` - - � 'mss,• _ � j�Y�� C+L1�reO�J U •r.4: '•� ., t.r J IV \' 000, OG CIL A/0 r ' ct 001• 1M - O - ' r� f10 x 007 c!L 0 B - - LO LL TO .grti Al ;ROOF TERRACE: 7IWi VA Ova EXTERIOR - •5% 009 009 ,y Tit -Y- - - - 1 42" HIGH RAILINGS. ' ICIL L I B t Z�Ott A � D SEE ELEVATIONS AND J 0 00 I lit i ca SECTION DRAWINGS - _ .,_ _''C/L+;_ �,; 1 I o BATH #2 CIL y _ BEDROOM 3 e ___� 002 BED M #2 (� _ �✓ r "DRAIN'=<r2 005 r CIL A �_ y xQ B r 00 3 BATH #3 a I B �� ROOF TERRACE-, t • � "� '�.� ' �(EXTERiOR _� •��r•_-`__ __ - - ;-� �"n"l.; - --�' I —" � CIL 008 g '�L ••fr ''!, .'-fes - _ - _ - - - '� ��l - _•! _ _ - )- - ~�•• ,�•- - - - � ��vt, ptyyo� U) 1 F ,. � h _ ,,�� �R,;...�i�h.ki...r..0.t>.Y,`ic�>,' ,T,.�;�!f�<1;::til r �•. A 21'-3" I DECK LIGHTING C/L6,- 1" T-0" 14'-1" CIL ROOF BELOW 2'-6" - 42'-8" 2'-6" 8'-2" ROOF BELOW 68'-D" SECOND FLOC,! A Sol 114" = 1,41 . 4 `l a � 2 A 300 WALL LEGEND WALL TYPE A-2x6 WOOD STUDS ( I WALL TYPE D-8"EXPOSED O.C. W/STUCCO FINISH ON EXTER OR ® WALL, STACK BOND COURSII AND 112"GWB ON INTERIOR 1 WALL TYPE E-2x6 WOOD ST WALL TYPE B-2x4 WOOD STUDS(�7 O.C. W/PAINTED HARDI-LAP 24"O.C. W/ 112"GWB BOTH SIDES EXTERIOR AND 1/2"GWB ON WALL TYPE C=2x4 WOOD STUDS(d) Graphic Scab: 1 inch =4 feet 24"Q.C. W/112"GWB BOTH SIDES, 8'-0" H. 0 4' 8' 12' 16' NORTH Y -q} S ILE I 't.a 'L;x JET yr A 301 t � A 401 1 (AE4 Q 0 7; -7, CIL 49'-9" op CIL " T.5" C/L 191-4" do ALIGN I 3� 1 { .. s C yS.0F n;:..'Ifi*JiA,'tih1EA:tAhl}:h }'1.1:T �t4`Ji� `^-,/ I�- 1'++ 0 ;" - A i t' w - CIL 1 2' a" 7— s o to- B s J sCID �" F B `° vcP , CIL 3P ER CLOSET - - - MASTER BEDROOM o C(L - B - Cl CIL c� EL-eJj= MASTER.BATH 2 4` �, !- ._ ------ --------------------� " E A 401 o F B t, (ART) _ - (AR ) ! �! CIL 04 `° 003 002 I i i i i i Ax FEATURE WALL WI STONE VENEER TO i'4 —� 6.. MATCH ENTRY AND = = 5'-6" 1'-2" ------ -----5 -5„ ---- —____. 11"----- ----- ---- ------- — 3'-9" 3`-7" 2'-`�" _ O� — - COLUMNS o „ FOYER ' 01 E m ! HALL �T17 " ENTRY 0 0'-11" �,�► I i' 3 7'-11' © Z 22 4 4 POOL 12 0° --------- LI -- ----- ----------- ---------------------------- I DECK z 006 i D CD NANA WALL, OR f ' -I Cy EURO WALL CLAS ti Lu PARTITION GREAT ROOM � I � � -� , - 1 1w ! v 4 �t t i ! r w L •�_- 2'-0" i ID CILa p w ! I Z D 010 2 4 10 10'-0" CIL -10" CIL 4 V L-i-- W 6 A 301 W ! a (j 007 u) 1 I GARAGE �+ ► G { 777 CIL ' GUEST ROOMf. CIL I �j _1l _--1 DW S'_0" 4'-3" Co I B 10 _ i 6 0 3 6 � _!--_ 010 f �v 3 -5 CIL GUEST BAH KITCHEN CIL 008 i ; r a I --- -------------- CD _ �9-:q[Tr D Q ` E CE 2'-0" l'-4" 2`-0" 1'-4" 2'-0" 1'-4" 22 3„ T-6" 7'-4" - ILI 10 CIL CIL CIL M.O. M-Q. M.O. 13`- 10" T-8r, 3'_5, 4'_8" 21-611 42'-8" 2'-6" 4'-6" 2' 2" JJ 83'-5" w 71 FIRST FL00 114" = 1'-0" 2 1 A 300 WALL LEGEND . i WALL TYPE A-2x6 WOOD STUDS � 16" WALL TYPE D-8"EXP ° O.C, WI STUCCO FINISH ON EXTERIOR ® WALL, STACK BOND C AND 112"GWB ON INTERIOR WALL TYPE E-2x6 W( WALL TYPE R=2x4 WOOD STUDS @ $ O.C.WI PAINTED HAR 24"O.C.WI 112"GWB BOTH SIDES EXTERIOR AND 112"G { Graphic Scale: finch =4 fef WALL TYPE Q-2x4 WOOD STUDS @)® 24"O.C.WI 112"GWB BOTH SIDES, 8'-0"H. 0 4' 8' 12' 16' NORTH DESIGN CRITERIA T 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 ry 2010 FLORIDA BUILDING CODE - RESIDENTIAL t � �x ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE CONSTRUCTED IN .:ACCORDANCE WITH ACI 301. WOOD MEMBER FASTENING SCHEDULE 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 cd-1.25 INSTALLATION MANUAL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEAM ROOF LOADING - ) Lou P sates, and TOP CHORD LIVE LOAD 20 psf METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE ALL CONCRETE REINFORCEMENT SHALL BE-----DETAILED, FABRICATED, LABELED, SUPPORTED (3)16d Associates, Inc. AND SPACED IN FORMS AND `SECURED IN PLACE IN ACCORDANCE WITH THE CEILING JOIST LAPS OVER FACE NAIL TOP CHORD DEAD LOAD 7 psf (ASPHALT SHINGLES) MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHA -L BE RESPONSIBLE FOR THE PROCEDURES AND REQUIREMENTS OUTLINED IN. THE LATEST EDITION OF THE 'MANUAL OF PARTITIONS 420 Osceola Avenue BOTTOM CHORD LIVE LOAD 10 psf DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. (4)GUN NAIL Jax. Beach, Florida 32250 BOTTOM CHORD DEAD LOAD 5 psf STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES', ACI 315. Ph.242-0908 Fax.241-9557 TIMBER FRAMED BEARING WALL NOTES: (3)1 Od FL:CA# 8344 SC: CA#3579 FLOOR 1. DOUBLE TOP PLATES AND SILL PLATES SHALL BE SYP 2. BAR SUPPORTS SHALL BE PLASTIC DIPPED AFTER FABRICATION. COLLAR TIE TO RAFTER FACE NAIL CONTACT US WITH YOUR COMMENTS FLUOR LOADING (cd-1.00 2. PLATES IN CONTACT WITH CONCRETE OR CMU SHALL E P.T. (3)GUN NAIL COMMENTS @ LP•A.COM FLOOR CHORD LIVE LOAD ) " ALL REINFORCING SPLICES SHALL CONFORM TO THE REQUIREMENTS OF THE LATEST EDITION +� TOP40 psf 3. SILL PLATE ANCHORS -Y2 x6 EPDXY ANCHORS © 24 O.C. MAX TOP CHORD DEAD LOAD p OF ACI 318, BUT IN NO CASE SHALL BE LESS THAN 40 BAR DIAMETERS, U.O.N. P 4. STUD SIZE & GRADE PER STRUCTURAL PLANS. C3)8d BOTTOM CHORD LIVE LOAD 20 sf 5. MIN. OF SPF UTILITY GRADE FOR INTERIOR NON-BRG. TOP PLATES. RAFTER TO PLATE11 TOENAIL ,.�,�°,•s'y\CEhj;•.;`�r� 0 psf 6. USE SPF#2 OR BETTER FOR ALL WALLS IN THESE PLANS, U.O.N. ALL WELDED WIRE FABRIC SHALL BE LAPPED TWO 2 MESH PANELS AND TIED SECURELY. ' BOTTOM CHORD DEAD LOAD 5 psf ( ) (3)GUN NAIL p # °° WHERE REQUIRED, DOWELS SHALL MATCH SIZE AND NUMBER OF MAIN REINFORCING, U.O.N. �" .-� 7. SPACE STUDS AT 24 O.C. IN NON-LOAD BEARING WALLS. (3)10d ;o ?461 8. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR a DEFLECTION CRITERIA: � � �` FLOOR BEARING ELEVATION, UNLESS NOTED OTHERWIS ON PLAN. SUPPORT BARS SHALL BE #5 OR GREATER, AND NOT SPACED MORE THAN 48" O.C. A TOENAIL S �E ©� ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 MINIMUM OF THREE (3) SUPPORT BARS AND THREE (3) INDIVIDUAL CHAIRS FOR EACH (4)GUN NAIL c� FLOOR FRAMING: LIVE LOAD L/480 & TOTAL LOAD L/360 SUPPORT BAR SHALL BE PROVIDED FOR TOP BARS. JACK RAFTER TO HIP � " •` t10�.••"'"ice WOOD FRAMING SPECIFICATIONS: WIND LOADING: (2)16d ! ti ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. EACH PIECE OF STRUCTURAL LUMBER, SHEATHING AND TIMBER SHALL BE MARKED WITHSUPPORT BARS AND ENDS OF MAIN REINFORCING SHALL NOT EXTEND MORE THAN V-6" FACE NAIL THE GRADE BY SUCH COMPETENT AND RELIABLE ORGANIZATION WHOSE REGULAR BUSINESS DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. PAST OUTERMOST CHAIR OR SUPPORT BAR. (3)GUN NAIL Christopher I Sabourin PE REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL IS TO ESTABLISH LUMBER GRADES. FL PE#71461 BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOFCONCRETE SLABS ON GRADE: (2)16d ALL LUMBER, EXCEPT WHERE SPECIFICALLY NOTED OTHERWISE, SHALL BE MILL SIZED AND SHALL BE INSTALLED OVER MINIMUM 10 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS ROOF RAFTER TO (2) PLYTOENAIL OR REVISIONS DATE LAPPED 6" LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. SURFACED ON (4) SIDES. ALL SHALL BE STRAIGHT STOCK, FREE FROM WARP OR CUP, AND ANDSEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED (3)GUN NAIL RIDGE BEAM 1 FACE NAIL SINGLE LENGTH PIECES. SPLICES WILL NOT BE PERMITTED EXCEPT WHERE SPECIFICALLY SO ` BASIC WIND . SPEED (ASCE 7-10) -------------- 130 CHEMICAL SOIL . TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. DETAILED OR AS DIRECTED BY THE ENGINEER. (3)16d IMPORTANCE FACTOR ---------------------- 1.00 MEAN ROOF HEIGHT 25.0 FT ROUGH HARDWARE, JOIST HANGERS, STRAPS, HOEDOWNS, ETC. SHALL BE MANUFACTURED SAWCUTS (FOR SLABS ON GRADE): JOIST TO BAND JOIST FACE NAIL BY "SIMPSONS" COMPANY OR APPROVED EQUAL. THEMAXIMUM SIZE AND NUMBER OF FOR CONTROLLED CRACKING CUT A 1 SAWCUT INTO SLAB IN A 16 x16 GRID WITHIN 12 (4)GUN NAIL ROOF PITCH ---------------------------- VARIES FASTENERS SPECIFIED BY THE MANUFACTURER SHALL BE USED UNLESS NOTED OTHERWISE. SOURS OF ON FOUNDATIONCRETE PLACEMENT, PROVIDE EOR FORTA THROAT VEUGH OUT SLA S.AND WHERE (3)8d BUILDING CATEGORY ------------------- IILAN BLOCKING BETWEEN JOISTS OR END NAIL FIELD ALTERATION EXPOSURE CATEGORY ---------------------- D FOUNDATIONS: ( ) LOUBLOCKING AND FIRESTOPPING TO BE INSTALLED AS REQUIRED TO SUPPORT ALL ITEMS OF RAFTERS TO TOP PLATE (3)GUN NAIL CONTRACTOR SHALL CONTACT _----_--__ FINISH SUCH AS BULKHEADS AND BUCKS. PROVIDE FIRER OCKING TO CUT OFF ALL PONTIGoBASSOCIATES PRIORTo ENCLOSURE CLASSIFICATION ------- GEOTECHNICAL DATA AND RECOMMENDATIONS HAVE BEEN PROVIDED BY TIMOTHY R. WHEELER MAKING ANY STRUCTURAL FIELD ENCLOSED CONCEALED DRAFT OPENINGS, BOTH VERTICAL AND HORIZONTAL, BETWEEN CEILING AND ;. 8d © 6"O.C. MODIFICATIONS WHICH MAY VARY INTERNAL PRESSURE COEFFICIENT -------------- t 18 FLOOR AREAS (AS REQUIRED BY BUILDING OFFICAL AND ARCHITECT). P.E. (FL #4-2802), OF AGES OF JAX, INC% REPORT NO. 001, "'REPORT DATED FEBRUARY 28, RIM JOIST TO TOP PLATE TOENAIL FROM THE INTENT OF THE ORIGINAL S.ANY 2013. BASED ON THEIR RECOMMENDATIONS, THE FOLLOWING FOUNDATION SYSTEM WILL) BE (3)GUN NAIL © 6"O.C. FIELD ALCONSTTERNATIONSMADUCTION E�PMORTO USED: f BEING ASSOCIA ESAPPROVED MAY RESULT INGO& COMPONENTS & CLADDING DESIGN PRESSURES BOLTS (IF APPLICABLE) SHALL BE INSTALLED IN HOLES BORED WITH A BIT 1/16" LARGER (2)16d ADDITIONAL ENGINEERING OR THAN THE DIAMETER OF THE BOLT. BOLTS AND NUTS SEATING ON WOOD SHALL HAVE CUT TOP PLATES LAPS AND FACE NAIL '"SPECT'°"FEES. STEEL WASHERS UNDER HEADS AND NUTS. NUTS SHALL E PULLED TIGHT AND AGAIN •SHALLOW STRIP & SPREAD FOOTINGS W/ NET ALLOWABLE BEARING PRESSURE = 2,500 PSF INTERSECTIONS (3)GUN NAIL © 6"O.C. TRIBUTARY INTERIOR EDGE STRIP (PSF): AREA (sf) ZONE (PSF) CHECKED AND TIGHTENED JUST PRIOR TO ENCLOSING BOLTED MEMBERS. COUNTER BORE 'a' = 4'-6" FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION FOR GENERAL FEATURES FOR BOLTED HEADS OR NUTS ONLY WHERE SO INDICATED ON THE DRAWINGS AND THEN (3)8d CONDUITS ELECTRICAL EMBEDS STEPHEIGHTS,H,EIGHTS ETC. SEE ARCHITECTURAL PLANS. DO NOT 10 +30.2 -32.9 +30.2 -40.5 TO SUFFICIENT DEPTH TO HOUSE THE BOLT HEAD OR N T AND WASHER. CUT OFF a CEILING JOISTS TO PLATE TOENAIL SCALE FOOTING DIMENSIONS AND LOCATIONS FROM. THE FOUNDATION PLAN SHOWN ON S1.0. EXCESSIVE BOLT PROJECTION WHERE NECESSARY. NICK T READS 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 FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION--PLAN IF _FOOTING :SIZE OR (3)8d COMMON NAILS SHOULD BE USED WHEN NAILING IS SPECIFIED ON THESE PLANS (U.O.N.), LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER ' OF RECORD (EOR) 100 +25.7 -28.2 +25.7 -31.2 SUCH AS AT SHEARWALLS AND DIAPHRAGMS. ALL OTHER NAILING MAY BE OF THE "BOX JOIST TO SILL OR HEADER TOE NAIL • OR SINKER" TYPE. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCINGx (2)GUN NAILS THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE SHALL BE 3" 1N FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL zu 2 SUB ~FLOOR TO BLIND OR W ALL ROUGH CARPENTRY WILL PRODUCE JOINTS TRUE AND TIGHT AND WELL NAILED WITH s (2)16d WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE CONTINUOUS FOOTINGS PROVIDE #4 Co? 48 O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF n FOIST OR "GIRDER FACE NAIL MEMBERS ASSEMBLED IN ACCORDANCE WITH THE DRAWINGSAND ALL PERTINENT BUILDING � :.,, � k, �,t ,, > STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING SOLE PLATE TO 16d ® 16"0.C. TYPICAL CODES. THE SHIMMING OF SILLS, JOISTS SHORT STUDS, TRIMMERS, HEADERS OR OTHERz CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. SPLICES IN JOIST OR BLOCKING O FRAMING MEMBERS SHALL NOT BE PERMITTED. ALL WALL AND PARTITIONS SHALL BE (3)GUN NAIL © 8 O.C. FACE • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH STRAIGHT, PLUMB AND ACCURATELY LOCATED. CAREFULLY SELECT ALL STRUCTURAL REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS i POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. _k_ MEMBERS. INDIVIDUAL PIECES SHALL BE SELECTED SO THAT KNOTS AND OBVIOUS MINOR ,, (2)16d �+�+ STRUCTURAL FILL: U C) DEFECTS WILL NOT INTERFERE WITH THE PLACING OF BO TS, OR PROPER NAILING OR THE TOP PLATE TO STUD END NAIL • LINEAR INTERPOLATION IS PERMISSIBLE. FOUNDATIONS PLACED ON COMPACTED STRUCTURAL FILL HAVE BEEN DESIGNED FOR A NET MAKING OF SOUND CONNECTIONS. LUMBER MAY BE REJECTED BY THE ENGINEER FOR (3)GUN NAIL MILDEW FUNGUS OR MOLD AS WELL AS FOR ALLOWABLE BEARING PRESSURE OF 3,000 PSF. FILL TO BE COMPACTED TO 95% OF MAXIMUM =;: 4< EXCESSIVE WARP, TWIST, BOW OR CROOK, �, • PLUS = PRESSURE AND MINUS = SUCTION. DENSITY ASS DETERMINED BY ASTM D-1557. PLACE FILL IN LAYERS OF 8 THICK MAXIMUM & � -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 `= W` (4)8d ITS INTENDED FUNCTION SHALL BE DISCARDED. TOENAIL �•1J • THE DISTANCE a FROM OUTSIDE CORNERS OF BUILDING SHALL BE DESIGNED, VERIFY COMPACTION AS REQUIRED BY THE GEOTECHNICAL ENGINEER AT THE FOLLOWING (4)GUN NAIL FOR EDGE STRIP PRESSURES. INTERVALS: In WHERE LVL MEMBERS ARE INDICATED ON THE PLANS AND SCHEDULES THEY SHALL BE STUD TO SOLE PLATE MANUFACTURED BY TRUSS-JOIST MACMILLAN OR BE AN APPROVED EQUAL PRODUCT. (2)16d • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE •AT ONE (1) LOCATION FOR EVERY 5,000 SF OF BUILDING AREA END NAIL W RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET THE SUPPLIED INFORMATION AND SHOULD BE REVIEWED FOR OMPLIANCE BY THE AT 25% OF ANY ISOLATED COLUMN FOOTING LOCATIONS MEMBERS SNOWN ON THE PLANS AND SCHEDULES ARE D TERMINED FROM MANUFACTURER (3)GUN NAIL ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. -AT ONE (1) LOCATION FOR EVERY 100 LINEAR FEET OF CONT. WALL FOOTING MANUFACTURERS CIVIL OR STRUCTURAL ENGINEER. LOA ING INFORMATION MAY BE TYPICAL FASTENERS 0 A 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 _ GENERAL NOTES ARE ALLOWED WITHOUT ADDITIONAL APPROVAL; ALL OTHER MEMBER MODIFICATIONS ARE 3 x0.1.31 0 = GUN NAILS 2 x0.113 RINK SHANK 1 1/2 x0.131 0 = 8dx1 t/2 T METHODS. OBSERVATION AND FIELD TESTS SHALL BE CARRIED ON DURING i > z TO BE APPROVED BY THE STRUCTURAL ENGINEER. D-2922 TES ?X x0.113 0 = 6d 21/2 x0.e131 0 = 8d 1 /2 x0.148 O = 10dx11/2 Q MATERIAL SPECIFICATIONS: 0 FILL AND BACKFILL PLACEMENT BY THE GEOTECHNICAL ENGINEER TO ASSIST THE 3"x0.148"0 - 10d 3'/2"x0.162"� - 16d CONTRACTORS IN OBTAINING THE REQUIRED DEGREE OF COMPACTION. IF LESS THAN 95 - - ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDA�CE WITH ASTM A -307 ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR Q OR ASTM F 1554 GRADE 36. SOIL SHALL BE PRESSURE-TREATED. PT LUMBER INDICATED IN SECTIONS PRESERVED WITH (U.O.N. IN SOILS REPORT) PERCENT IS INDICATED, ADDITIONAL COMPACTION EFFORT SHALL WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B).", SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACQ OR BE MADE WITH ADJUSTMENT OF THE MOISTURE CONTENT AS REQUIRED COMPACTION IS m Uj NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A 'HEX. NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL OBTAINED. SHOP DRAWINGS" METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR BE HOT DIPPED GALVANIZED. IF ACZA PRESERVATIVE IS USED, ALL ATTACHED FASTENERS MASONRY SPECIFICATIONS: DESIGN OF PRE-ENGINEERED SYSTEMS SPECIFIED IN THE CONTRACT DOCUMENTS WHICH ARE 7 SHALL BE GALVANIZED. SHALL BE STAINLESS STEEL. MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE ARE DESIGNED/ENGINEEf�ED BY OTHERS IS THE SOLE RESPONSIBILITY OF THE DELEGATED � CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05 GROUT SHALL BE IN ACCORDANCE WITH ENGINEER. SUBMITTALS OF SUCH SYSTEMS SHALL BE SEALED BY AN ENGINEER LICENSED RETROFIT REBAR/ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS IN` THE PROJECT STATE. REVIEW OF SUBMITTALS BY THE STRUCTURAL SHALL BE 12 BAR DIAMETER MINIMUM HOLES SHALL BE '/ " LARGER THAN REBAR " METAL CONNECTORS AND FASTENERS ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM SIX AND 1/8" LARGER THAN THREADED ROD SIZE. (U.O.N.) 4 ALL EXPOSED METAL STRAPS AND HANGERS SHALL BEG LVANIZED G185 (1.85 OZ/FT^2) C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF 3/8 PLACED AT AN 8" ENGINEER SHALL BE FOR CONFORMANCE WITH CONTRACT DOCUMENTS WITH REGARD TO ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL 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 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 A615, GRADE 60. ALL EXPOSED WOOD FASTENERS SHALL 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 A185. 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. REQUIREMENTS. FOOTINGS, HOLDDOWNS, FASTENERS, ETC. INDICATED WITHIN WHICH CONTRACTOR RESPONSIBILITIESTHE CONTRACTOR SHALL COORDINATE THE C90E, E GLADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE S MORTAR. WALL SUPPORT A PRE-ENGINEERED ITEM ARE PRELIMINARY AND SUBJECT TO CHANGE AFTER CRITERIA ARCHITECTURAL, CIVIL, MECHANICAL, ELECTRICAL AND PLUMBING FOR COURSING $HALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL SHEATHING SPECIFICATIONS: CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. REVIEW OF THE PRE SHOP DRAWINGS. THESE SHOP DRAWINGS SHALL ALSO LOCATION OF MISCELLANEOUS ITEMS (SUCH AS BENT PLATES, INSERTS, ETC.) ROOF - MIN.1/2", 24/16, APA RATED PLYWOOD SHEATHING, NAILED w/ 0.113x2Y2" RING SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS ALL CELLS BE SUBMITTED TO THE BUILDING DEPT. AS A DEFERRED SUBMITTAL TO THE PERMIT AND AFFECTING STRUCTURAL WORK, LOCATION OF OPENINGS AND SLEEVES SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE BELOW FINISHED SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED DOCUMENTS. THROUGH THE STRUCTURE, SLAB DEPRESSIONS, FLOOR DRAINS, INSERTS, AND I EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" F ROOF EDGE). FULL HEIGHT WITH " GENERAL OTHER RELATED ITEMS WITH THE STRUCTURAL DRAWINGS, THE CONTRACTOR f ) - #4 � 4 -0 O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL SHALL VERIFY ALL CONTRACT DOCUMENT FLOOR AND ROOF MOUNTEDINTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT .INTERSECTIONS OF STRUCTURAL DRAWING INDEX NOTES FLOOR AND ROOF OPENING SIZES AND WALL - MIN. 7/1r,", 24/16, APA RATED OSB OR PLYWO D SHEATHING, PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR MECHANICAL EQUIPMENT WEIGHTS, DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, S0.0 DESIGN CRITERIA AND GENERAL NOTES DO NOT SCALE DIMENSIONS FROM LOCATIONS WITH ARCHITECTURAL AND MECHANICAL DRAWINGS AS WELL AS FASTENED w/ 8d ® 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH LONG DIMENSION PERPENDICULAR TO THE STUDS. APA RATED PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, (EVERY OTHER S1. 0 FOUNDATION PLAN THESEDRAWIN REFER OTHEIONIS WITH ACTUAL EQUIPMENT PURCHASED. ARCHITECT/STRUCTURAL ENGINEER uNCLEARREFERTOTHE SHALL BE NOTIFIED OF ANY DISCREPANCY OR OMISSION. STRUCTURAL 1 SHEATHING MAY BE INSTALLED ERTICAL. SEE PLAN FOR COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/S1.0. UNLESS NOTED ARCHITECTURAL DRAWINGS OR INCREASED NAILING REQUIREMENTS AT SHEARW LLS OTHERWISE. LAP JOINT REINFORCING SHALL BE A MINIMUM OF 6"• S2.0 FIRST FLOOR WALL FRAMING PLAN CONTACT THEE.O.R S3.0 SECOND LEVEL TRUSS PLACEMENT PLAN COORDINATE THE STRUCTURAL DOCUMENTS WITH THE ARCHITECTURAL, PLAN NAME MECHANICAL, ELECTRICAL, PLUMBING AND CIVIL DOCUMENTS. FLOOR - 23/32" T&G OSB OR PLYWOOD SHEATHING, GL(JE AND NAIL WITH 10d COMMON CONCRETE MASONRY UNITS (CMU) S4.0 ' SECOND FLOOR WALL FRAMING PLAN r SHEPARD RESIDENCE ARCHITECT/STRUCTURAL ENGINEER SHALL BE NOTIFIED OF ANY DISCREPANCY @ 6" O.C. EDGE & FIELD CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE S5.0 ROOF TRUSS PLACEMENT PLAN DESIGN/DRAWN/CHECKED OR OMISSION. 1, GRADE N-1, NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 PSI S6.0 FOUNDATION DETAILS cs KJL LAP PORCH -1/2 " GYPSUM (WATER PROOF) GREEN BOARD, W 5D COOLER NAILS @ 6" O.C. (F'M=1500 PSI). GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" DATE NOTIFY IN WRITING THE STRUCTURAL ENGINEER OF CONDITIONS ENCOUNTERED EDGE & FIELD OR % " (OR 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 12-19_14 IN , THE FIELD CONTRADICTORY TO THOSE SHOWN IN THE STRUCTURAL NAILS ® 6" O.C. EDGE AND FIELD MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". S6.2 DETAILS CONTROL NO. DOCUMENTS. S6.3 DETAILS 4393 CONTRACTOR HAS SOLE RESPONSIBILITY FOR MEANS, METHODS, TECHNIQUES, S6.4 DETAILS TRUSS ID. SEQUENCES, AND PROCEDURES OF CONSTRUCTION. S6.5 TOWER SECTION LPA NO. CONTRACTOR HAS SOLE RESPONSIBILITY FOR THE DESIGN, ADEQUACY, AND S6.1 MISCELLANEOUS SECTIONS & DETAILS SHEP-14-00772 SAFETY OF ERECTION BRACING, SHORING, TEMPORARY SUPPORTS. S6.2 MISCELLANEOUS SECTIONS & DETAILS SHEET CONTRACTOR HAS SOLE RESPONSIBILITY TO COMPLY WITH ALL OSHA SAFETY SO.0 SHEET 1 °F12 y 3 Lou Pontigo and r Associates, Inc. ti 420 Osceola Avenue R Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 24"x24" CMU PILASTER - FL: CA# 8344 SO CA#3579 SEE 8/S6.0 CONTACT US WITH YOUR COMMENTS (2 PLACES) 2 -10 2 COMMENTS @ LP•A,COM (� S6.0 S6.0 S6.o e cr, ° •gym '+� 6 1 F7- In °' 16'-6" s°�°7` OP L_ - - _j 1 I py yy/ �j r ° ° F3. I 1 �J,fY''rQR I D IP +J �j 5'x5'x12" FOOTING, 1) - rR /� 5,_0„ 141-91) I Irl 5'- I � p, w/ 4-#5 EA. WAY 1 I 1 5 - Christopher J Sabourin PE ON BOTTOM 1 1 L�� c� 1 1 I. 4 1 I I - - J I P OVIDE 2-#4x4'-0" I F L P E#71461 PAVERS BY I S6.0 5'x2Y2'x12" DEEP F TING W/ CORNER CRACK BARS 1 REVISIONS DATE OTHERS 2 1 I I 6-#5 IN THE LONG D CTION T SLAB MID_DEPTH - - I I BY CRETE BUILDER STAIRS s6.o F.F. I I AND 3-#5 IN THE ORT 1 I 0 -0 LJ TION - - - - ( 4 4 S6.0 F3.0 56.001 LI I UP 1 F7/7- zz 1 �1 6" FIELD ALTERATION - - CONTRACTOR SHALL CONTACT LO -- - ---------- � --� N ---------- I ONTIIGGO&ASSOCIATES PRIOR TO r_ � S C u » , » F.F.E MAKING ANY STRUCTURAL FIELD F.F.E21'-7" 1 u7 10 -7 5 -0 F.F.E �I 14 » L �` MODIFICATIONS WHICH MAY VARY F4.5 -L ' ,-7"*_4 °-0» 2 I I STEP -0 -4 I �+ 2 FROM THE RUCTIO NT OF UME TS.ORIGINAL wr CONSTRUCTION DOCUMENTS.ANY 1 I S6.0 FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU ONTIGO& - - - _--- --- -------- S6.0I SIM ASSOCIATES MAY RESULT IN 1 I J ADDRIONAL ENGINEERING OR I 1 I INSPECTION FEES. PAVE OTHERS BY I 1 II I r 4" CONCRETE SLAB w/ FIBERMESH © 1.5 LBS/CU.YD. ( I 2 OF CONCRETE OR 6x6 W1.4xW1.4 5'x3'x12" DEEP FOOTING S6.o 1 WWF ON 6MIL VAPOR BARRIER I I I s6.0 1 1 5 S6.0 IN PREPARED GRADE. w/ 4-#5 EA. WAY ( 1 L--4- I 1 I 56.0 ON BOTTOM W 1 1 I SLOPE"" 9 J 5 0 I I I I I W 1 � 2 I- - - - -I 1 _ » PROVIDE SAW CUTS PER I I I I I S6.0LL U s6.o PROVIDE 2 #4x4 0 3/S4:0, BUILDER TO �- 1 CORNER CRACK BARS I I Z �j ( I _ COORDINATE WITH NISH AT SLAB MID DEPTH FLOOR MATERIA I I I 1 O = 16 I = W 12'-5" I STEP C.�r 4 2 I SAWCUT, _ _ 1 - - - - - - - , `S6.0 56.0 F2_5 F3.0 F3.0 S6.0 - 6 I 3/S4.0 I - 77 2 - - - - - W °I�D� L I I r I I F.F.E S6.0 .. � � .` 9 16'-8" 1 I 4'-10" - I DW I I I I 56.0 I1 I I I SLOPE W U I I I I II I 1 I ❑ 1 F. ; I I 56.o I In ; I 2 56.o M I o i , , 4 � 1 1 56.o I S I cn q O 'I I talr� Z I II Q F3.0 _ I 56 _ 1 I , , 1 I ---- - -- -- --J � _ - - - - - - - - - - 1 Q L - - - - - - - - I I - -� I- I - - - s6.o Q- � � mJW 44 00 = 2 10 2 1 n S6.0 S6.0 S6.0 S6.0 V 1 47 -8Y4" 4'-6%4" 25'-2)/2" 77'-5" p FOUNDATION PLAN FOUNDATION SCALE: Y4" = 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 FOOTING SCHEDULE AND NOTES SHEPARD RESIDENCE DESIGN/DRAWN/CHECKED TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS KJL LAP F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. 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. FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, SHEP-14-00772 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. C 1 •O 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED J PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 2 oF12 Lou Pontigo and Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph.242-0908 Fax.241-9557 24x24 CMU PILASTER FL: CA# 8344 SC: CA#3579 CONTACT US WITH YOUR COMMENTS SEE 8/S4.0 SEE DETAILSW NAILING: 8d®3"/s" (4)2x6 SYP#2 COMMENTS @ LP-A,COM (2 PLACES) 5/S6.3 3 2x12 (2 2x6-1/1 POST ((2)2x6-1/1) H ER pwy� Y/a J — — — OSB WALL .G �.•1Cr `,a, SI SIMPSON HTT5 HEATHING _ e' ® t \ s i W/ /8" THREADED ROD II EPDXIED 6" MIN. to DOUBLE 2x6 SPF#2 @ 12"STEEL BEAM o TO PIER SEE RUN SHEATHING UP I r7 II (4)2x6 SYP#2 FULL HEIGHT WALLPOST �c+"�`�E �� ` � N DETAIL 7/S6.0 t N FACE OF TRUSS TO I W — — — — — —BEAM ABOVE 'o,,yJcS/ o..a TOP CHORD Z I > aaa\+a J J j LJ m II Christoph$��'i'+�+Ja\aS' '�ourin PE J z I ¢ III 2'X7" 1.8 L FL PE#71461 J N i o w PARALL M N 00 N REVISIONS DATE PSL POS z J I I m 0111 3 2x6 SPF#2 Q m � zQ �' SIMPSON HTT5 III 3 2x41 S 1 Uj 0-1 W o W 3 s 5 2x4 SY 2 w PO i I P 12 i i > m (2)2x10 w/ /8 THREADED ROD ( ) S' S6.5 EPDXIED 6" MIN. (2)2x10-1/2 OST D 2 m 111 g I i i i w Q HU210-2 —__ 5 `H AN GER FASTEN BEAM ® ENDS w/ MSTA24 FIELD ALTERATION X =--� 2x4 SPF#2 STUDS © 12" 2x4 SPF2 STUDS ® 12" �,_ —————— —————— STRAPS CONTRACTOR SHALL CONTACT LOU (5)2 x 4 SYP#2 0 I p PONTIGO a ASSOCIATES PRIOR TO r MAKING ANY STRUCTURAL FIELD II (4)2X6 POST SIMPSON HTT5 , III POST Illm I CD I X MODIFICATIONS WHICH MAY VARY AL Q II W/ 5/8" THREADED ROD 12x6 SPF#2 STUDS @ 12" III Q I X I NI FROM TRUCTIOHE NTO UME TS.ORINY (�1 CONSTRUCTION DOCUMENTS.ANY W » I III Q I 4 FIELD ALTERNATIONS MADE PRIOR TO m EPDXIED 6 MIN• ----'"_------_ ----_— ----_--____ _-- BEING APPROVED BY LOUPONTIGO& m ADDITIONAL ENG VEERING OR J BEAM ABOVE W = = _ = INSPECTION FEES. LII 5Y2»x7" LSE III LLI T.O.W. = 9'-9" - - o PARAL,LAM VIII ) a PSL POST I ` b 2 2x10 r rt o_ BEAM mll I j i II III @ ENDS w/ MSTA24 II I I I STRAPS STEEL BEAM FASTEN TOP (4)2X6 POST TO PIER SEE OF WALL i I m o HUC210-2 MASONRY 1 r 1 I I o I HANGER W LiJ DETAIL 7/S6.0. PER 1 F/S6.3 SIMPSON HTT5 N W I I U w/ 5/8" THREADED ROD L-t- o III , I� .EPDXIED 6 MIN. _ I VIII 2-PLY 12" LVL-2/2 (2)2x6-1/1 _ _ I - > FASTEN BEAM00 0 W 00 (2)2x6-1/1 > II I PLIES PER �.., III U Q STRAP HEADER Ill m 4/S6.1 —� �I a 3y2 x7 1.8E (4)2x6 SPF#2 . HU410 e PER DETAIL 8/S6.1 2x4 SPF#2 IIIA PARALLAM PSL POST_ o I HANGER N ;k 4 POST I¢ POST m _ _ �_JFL BEAM ABOVE I (2)2x6-1/1 5—PLY 18" LVL (TOP OF BEAM = 10'-0") 00 CDSOHEATHAL I o I LL I HGUM7.00—SDS Q N LTT20B DW I I BEAM BEARS z AT BASE © I I I __ J_ 00 'n 00 ON CMU WALL (ONLY 4 PLIES FASTEN TOP 0 -a I -� OF STUDS 0 I WALL PER DET IL j FIT IN HANGER) O 1/S6.3 I i z i I MASONRY HANGER � I Z cn O Q z , Z I I } _� ' I L--------- — -- —————————- (n V) I SHEARWALL SHEATHING (2)2x6-1 (2)2x6-1/1 (2)2x6-1/1 T.O.W. = 12'-0" 001 CONTINUOUS THRU BAY COLUMN SW NAILING: 8d®3"/6" 1 r� S4.0 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: t MASONRY WALLS SHALL BE FLOOR INSTALLED WITH A STACKED BOND REINFORCE W/ #5 WALL VERTICAL REINF. @ 16"o.O.C. (""--SYMBOLSFRAMING SEE 1/S6.2 FOR REINF. EA. LEGEND SIDE OF OPENING. DESIGNATES SHEARWALL. THE HIDDEN PLAN SW SHEARWALL SHEATHING TO BE APPLIED. o- - - LINE DESIGNATES SIDE OF WALL THE ALL EXTERIOR WALLS NAILING: 8d ® 3/6 DESIGNATES 8d COMMONS ® DO NOT SCALE DIMENSIONS FROM AT THIS LEVEL ARE: 8d@3' 6" 3"o.c EDGE & 6"ox "IN THE THESE DRAWINGS.IF A DIMENSION IS , CONSTRUCTED OF 2x6 FIELD" UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR s CONTACT THE E.O.R SPF#2 @ 16 o.c , DESIGNATES THE HEADER SIZE AND t, WALL FRAMING (U.O.N.), THIS (2)2x8-1/2 NUMBER OF PLY'S DESINATES NUMBER, WALL FRAMING HEADER SIZE & JACK/KING STUDS PLAN NAME x 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 12-19-14 ! " A307 DIAMETER FULL HEIGHT CONTROL NO. /`5 THREADED ROD, SEE DETAIL 2/S6.4 4393 A307 DIAMETER THREADED ROD TRUSS ID. TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 2/S6.4 LPA NO. TE A307 DIAMETER THREADED ROD SHEP-14-00772 TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 2/S6.4 SHEET LSTA12 FA LONG LIGHT GAUGE STRAP S2.0 FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMONS SHEET 3 oF12 (4)HTS20 - 4 MSTA24 ( ) i, �'",�x ar,.:ix,;�„,`t 3°5..:�.,,•a�.�!t$R.G 3; Lou Pontigo and FASCIA TO TRUSS FASCIA TO TRUSS Associates, Inc. SF23A W 1—A35 SF24 W/ 1—A35 j / 420 Osceola Avenue ' ' Jax. Beach, Florida 32250 OSB, SOFFIT, Ph.242-0908 Fax.241-9557 SE,E, 8/S6.28 N O FL:CA# 8344 SO CA#3579 I SF25(10) S6.2 STRUCTURAL 1—PLY 9.25 LVL CONTACT US WITH YOUR COMMENTS STRUCTURAL 1—PLY 9.25 LVL +,� CD _V E> FASTEN FASTEN TO TRUSS W/ 8-10d COMMONS TRUSS W 8-10d / COMMENTS @ LP A.COM 5 r 6B I COMMONS �, - c �,�`' SSP 1 �s, 1A r cr t- � S6.1 F — FASCIA TO TRUSS 0.,a9` ,� � h� �rrf` FASCIA TO TRUSS �1'�' (4)HTS20 " f� J10 W 4—Y4"x6„ LIC »°°`� �: J09 W/ 4—Y4»x6" J02Akn LAG SCREWS I � LAG SCREWS e �`�\� N � ��`�'���` r; 7 _ II FASCIA TO TRUSS ; �; k FASCIA TO TRUSS J' F � II — — � �D � � ,Pti6 J04 W/ 1—A35 . , � UA / EF (4)HTS20 FLOOR BEAM SCHEDULE . ID " " " ' ' _ _ _ - - I x L y A I �LsJ L=J = y z to ID T iJA26 r 2 S Z �� I I _ _ Christopher herJ Sa MARK SIZE PLY WOOD GR. 2—PLY 24" LVL II ° "H p ) bourin PE SF13 —I FL PE#71461 III ¢ `` `` `` �' 2—PLY 24 LVL ,HGUS414 BM#01 13/4"x24 2 LVL s ' REVISIONS DATE HANGER ' II 1LL BM#02 13/4x24" 2 LVL OSB CEILING AT BOTTOM II ,�. CHORD OF TRUSS II BM#03 13/4"x24 2 LVL b III L UP I I I H BM#04 13/4 x24" 2 LVL ^3 777177 :,� 2�" I I S o4 �� �� S6.5 (4)HTS20 (2)HTS20 Q ! ;� n HTU26 BM#05 1 -/4 X24 2 LVL (4)MSTA24 II SF )3 FIELD ALTERATION HGUS412 113M#06 1 3/4"X93/4 " 2 LVL - = __ _— —— —— ——— ——— tCPONT GO 8 ASSOCIATES PRIOR TO r F Hl U26 4j 6 MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY (, I d ^ III CN I �� 56.2 FROM THE INTENT OF THE ORIGINAL �"`at�i`'II Legend Ij I '- � w , S /dry CONSTRUCTION DOCUMETS.ANY III I` S -02 FIELD ALTERNATIONS MADE PRIOR TO 00 12' WALLS -- -- -- HTu26-- I N IL N 7ETN N N N N N N N (4)MSTA24 - BEING APPROVED BY LOU POTIGO 8 a d ¢ a ¢ Q ¢ ¢ ? —II-- (2)HTS20 �Z`�' y y y ASSOCIATES ENGNEERING OR J J INSPECTION FEES. XXXXX Now 81 I 1 ,`` ,[rye S +J � J J�/ 1LL� P'4—PLY Q SIMPSON HTTt- S 01 10' WALLS 24" LVL SIMPSON I HTu26 ROD3fEP,6XIED 6' Tu. FASCIA TO TRUSS J03D W/ 1—A35 r ° HHGU7—SDS rt HANGER z SF15(6) r` I "Tu26 SF11 HTu TRU$S / ROOF RAFTER NOTES: STRAPPING NOTES STRUCTURAL 1—PLY 9.25" LVL FASTEN it I II II I I d TO TRUSS W/ 8-10d COMMONS t� 7 i � a HTU26 Si- 0 HT126 1 '° STRAP TRUSSES AND ROOF RAFTERS TO BEARING t ' I . J �+�+ �� `-3—PLY 24" LVL I ILLS WITH 2-12d TOENAILS & 1—SIMPSON H2.5T UPLIFT W Z/ZzD � U _ I0` j HTU STRAP UNLESS OTHERWISE NOTED HTu26 I LII O F Mb I70FASCIA TO TRUSS 6 e_(4)HTS16 I �- HTU26 S U8 x HTI z6 �: -- 2 J11 W/ 4—Y4"x6" J LL LAG SCREWS HTI ° r+Tu � si- S . U ❑ A' ® � Elm[5/ NTH ADE RO HTu26 SF07 "T` 2x12 P.T. LEDGER, ' HTU28 r hITU26 2`-t FASTEN TO OSB SOFFIT, SEE 8/S6.2 V J HTuz n r ' Hn 6 SF06 HT MASONRY WALL (2)HTS16 �- W/ /8" THREADED c U _ _ _ - - _ — — _ _ STRUCTURAL 1—PLY 9.25 LVL �IGu zs 2 NF1 g �' _ _ _ _ _ _ _ _ _ _ ROD EPDXIED 4 FASTEN TO TRUSS W/ 8-10d ry COMMONS � I y �" BEAM BELOW HTS MIN. © 16" O.C. C ° _� I �. ' y = y r [L.0 I s 1 HTl 5 11-1 Lill DW I LU 8 `�� DOUBLE 2x6 BLOCKING, S6.2 I HTt.26 r FASTEN EA. END W/ ry A34 ANGLE �- I G DOUBLE 2x6 BLOCKING, O 1� SFOti (5) HT l FASTEN EA. END W/ Z 0" FASCIA TO TRUSS I A34 ANGLE J12 W/ 4 Lou Pontigo and Associates, Inc. w 420 Osceola Avenue w Jax. Beach, Florida 32250 k O M Ph.242-0908 Fax.241-9557 CONVENTIONAL STRAP WALL TO _j w FL: CA# 8344 SG CA#3579 cn HEADERS BELOW PER DETAIL 4/S6.3 Q m CONTACT US WITH YOUR COMMENTS COMMENTS @ LP•A.COM 0 < BEAM BELOW PER DETAIL 3/S6.3 z m (2)2x8-1 (2)2x -1/1 (2)2x6-1/1 1 > O w `'��e ®essaatatilil T r r U Q CONVENTIONAL STRAP WALL TO '••`� BEAM BELOW PER DETAIL 3/S6.3 `� C° FULL HEIGHT WALL DOUBLE (2)2x6 SPF#2 POST 72x6 SPF#2 © 12" O.C. ti° (2)2x6-1/1 (2)2x6-1/1 (2)2x10-2/2 (2 2x6-1 1 �y�� , �„„ '/ .•° N m I Christo(�y��„i sa 'n PE J I I I I I I I ” " In FL P 'T?461 I 2-CS16 STRAPS AT ! ! ! ! ! ! o _j � Q o I BASE OF STUD ! ! ! ! Q"! co REVISIONS PATE < w � � � Q I 00 NI I C° � zQ w V) I FASTEN TOP OF WALL TO TRUSS _j � (3)2x4 SPF#2POST, FASTEN TO z I N o w z BE BELOW w/2-CS16STRAPS. J I W/ Y4 x6 LAG SCREWS @ 32 O.C. �- z Q 0 00 PROVIDE SOLID BLOCKING WITHIN ¢ I BM5 ABOVE: I l i i l i i l l w biw F- m I FLOOR SYSTEM � ! 2-PLY_ 18" LVL � � I I 010- FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU (Z)ZX6-1/1 PONTIGO&ASSOCIATES PRIOR TO U (2)2x10-2/1 (2)2x10-2/1 MAKING ANY STRUCTURAL FIELD s I— MODIFICATIONS WHICH MAY VARY (3)2x6 SPF#2 POST FASTEN TO FROM THE INTENT OF THE ORIGINAL BEAM BELOW w/2-CS16 STRAPS. _ CONSTRUCTION BEING APPROVED DUMENTS.ANY& PROVIDE SOLID BLOCKING WITHIN FIELD ALTERNATIONS MADE PRIOR TO FLOOR SYSTEM M ADDIITTIONAL E CIATES GINEERING R ® O (6 INSPECTION FEES. p 00 (2)2x12-2/2 I I (2 12-1 1 (2 10-2/1 w \ I ! CONVENTIONAL' STRAP WALL TO ! Q BEAM BELOW PER DETAIL 3/S6.3 I J( /� / ! Q ri � F o OSB SHEATHING I z � o EA. SIDE OF WALLco V)I w x J J N i ° J n- t � w N i oo � � w w �, STRAP HEADER PER -j W U) �, DETAIL 1/S4.0 w m \ i �x > H U 14 O7 w `� ! C,4 z < M _ IO Q Q Q U m ` O Q w Uj w _ o ! W z m z Q r Ld OSB SHEATHING zo EA. SIDE OF WALL ! r U (3c I (2)2x6 CONVENTIONAL STRAP WALL TO CONVENTIONAL STRAP WALL TO w BEAM BELOW PER DETAIL 3/S6.3 BEAM BELOW PER DETAIL 3/S6.3 Q V . Oz < 16 GAUGE COIL STRAP HORIZONTAL. STEN TO EACH Q 2x4 BLOCKING BEHIND END w/11-1Od 1 PROVIDE ` rj BLOCKING BEW mIEEN W STRAPPING1: z (INTERIOR OR EXTERIOR) m W BEAM, SEE PLAN s3 00 SECOND FLOOR WALL FRAMING PLAN SCALE: Y4" = V-0" OSB FRAMING NOTES: 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 2/S6.1 SHEATHING EACH SIDE 2. ALL BUILT—UP POST, HEADERS & BEAMS SHALL BE FASTENED PER 4/S6.1. OF WALL SECOND (2)MSTA24 STRAPS FLOOR 16 GAUGE COIL STRAP ALL EXTERIOR WALLS WALL HORIZONTAL. FASTEN TO ,EACH AT THIS LEVEL ARE: a END w/11-10dx1 1. PROVIDE CONSTRUCTED OF 2x6r--SYMBOLSFRAMING BLOCKING BEWTEEN STUDS SPF#2 © 16'o.c LEGEND WALL FWALL FRAMO G �' THIS DESIGNATES SHEARWALL. THE HIDDEN PLAN WINDOW SILL COMPLIES WITH DEFLECTION ---------- LINE DESIGNATES SIDE OF WALL THE � SW SHEARWALL SHEATHING TO BE APPLIED. NAILING: / DO NOT SCALE DIMENSIONS FROM CRITERIA. 8d®3' 6" 3ao.® EDGED& 16 o cTESN8TME0MMONS ® 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 0 0 °o (2)CS16 STRAPS ---- BEAM OR TRUSS, SEE PLAN DESIGN/DRAWN/CHECKED " A307 DIAMETER FULL HEIGHT CS KJL LAP THREADED ROD, SEE DETAIL 2/S6.4 DATE # 12-19-14 X5 " A307 DIAMETER FULL HEIGHT CONTROL NO. THREADED ROD, SEE DETAIL 2/S6.4 4393 A307 DIAMETER THREADED ROD TRUSS ID. ® TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 2/S6.4 LPA NO. A307 DIAMETER THREADED ROD SHEP-14-00772 (95 TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 2/S6.4 SHEET 1 HEADER STRAPPING DETAIL " — 1'—Q» LSTA12 LONG LIGHT GAUGE STRAP FA SCALE: 3 4 FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMONS S4.0 1�1S / SHEET 5 OF12 STRUCTURAL 1-PLY 9.25 LVL aN � FASTEN TO TRUSS W/ 8-10d COMMONS Associates,ou onlncd I FASCIA TO TRUSS 2x4 DIAGONAL BRACE FROM 8 UJ22 W/ 4-Y4 x6 TOP OF WALL TO TOP CHORD LAG SCREWS " " 420 Osceola Avenue S6.2 r )ax. beach, Florida 32250 Ph.242-0908 Fax.241-9557 OF TRUSS, FASTEN W/ 3-10d U x02(7 � FL:CA#8344 SC: CA#3579 COMMONS \ /X / / � CONTACT US WITH YOUR COMMENTS COMMENTS @ LP A.COM co I`- �, Q I ! v �. �- UJ16 cWv OSB SOFFIT ® � i•-• � � r �0 aaµo aa.nosa"`�ddesdr cv g N SEE 8/S6.2 meg~ 5;•°' 10 .,� `.`,��,., w UT28 1 I - F S00 6.2 crl o � �� STRAP BEAM 2 BM6 TO EACH __1/ UT 9 4 tn UT30 16',10 IC. 2RH2 5USS T!/ �y �OSB SOFFIT, � 34 SEE 8/S6.2 UT31 HF IMPORTANT NOTE: FASTEN TOP CHORD OF = _ _ Christop�{# �abourin PE F FL PE#71461 TRUSSES UJ11 THRU I I I i I UJ20 TO HIP TRUSS ° REVISIONs DATE UT32(5) UJ22 W/ A34 ANGLE 6 Ui F2 3( I i i i i VERY IMPORTANT NOTE: 8 FASTEN TOP CHORD OF N i 56.2 TR SSES UJ02 THRU �J� _ ui E i I I I i ! I FASCIA TO TRUSS------- ' UJIO TO HIP TRUSS UJ21 D n ; M I ; , UT33 W A34 ANGLE s _ - UT32 W 1-A35 I I 6 / N N N co N FIELD ALTERATION F- f- CONTRACTOR SHALL CONTACT LOU PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 1 I FROM THE INTENT OF THE ORIGINAL �� T ( CONSTRUCTION DOCUMENTS.ANY 16 O, FIELD ALTERNATIONS MADE PRIOR TO J( BEING APPROVED BY LOU PONTIGO eASSa SULT IN FASCIA TO TRUSS 1 ADDITIONAL ECIATES NG NEERING OR UJ21 W/ 4-Y4"x6" INSPECTION FEES. LAG SCREWS UJ01N STRUCTURAL 1-PLY 9.25" LVL OSB BLOCKING PER FASTEN TO TRUSS W/ 8-10d `lr DETAIL 7/S6.2, TYPICAL. COMMONS } FASTEN TRUSS FACIA TO TRUSS UT10 UT16A TO TOP.,_, W/ HUC410 HANGER W OF WALL W/ A35 W OSB SOFFIT, i ® 24" 0.C. U. U SEE 8/S6.2 I OSB SOFFIT, O SEE 8/S6.2 w ry 1 11711 I X LD Q t� W SF Uj 3r 17(28) ' D : 8 8 {-- S6.2 OSB BLOCKING PER S6.2 W U SIM. DETAIL 1 E/S6.3, TYPICAL. SIM. p .� zry O 4< ' 24 � . LU OSB BLOCKING PER STRUCTURAL 1-PLY 9.25" LVL 00 = y DETAIL 7/S6.2, TYPICAL. FASTEN TO TRUSS W/ 8-10d COMMONS Q Ln FASCIA TO TRUSS FASCIA TO TRUSS 1 T02 W/ 1-A35 T02 W/ 1-A35 FASCIA TO TRUSS TJ04 W/ 4-Y4%6" f $ LAG SCREWS n s6.2; ROOF TRUSS PLACEMENT PLAN STRUCTURAL 1-PLY 9.25 LVL CD ( � SCALE: Y4" = V-0" FASTEN TO TRUSS W/ 8-10d NOTE: COMMONS 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND c� -� UPLIFT CONNECTOR, SEE PLAN. FASCIA TO TRUSS H T LIFT S RA S h- �- TJ04 W/ 4-Y4%6" (2J�2.5 )H2 CT z LAG SCREWS I i i i i i i i TRUSS / ROOF RAFTER NOTES: STRAPPING NOTES a ROOF TRUSS T I I I I I I I I I T102 ✓q�s VERY IMPORTANT NOTE: I TJ02 ��� 1. STRAP TRUSSES AND ROOF RAFTERS TO BEARING q FASTEN TOP CHORD OF ! 8 WITH 2-12d TOENAILS & 1-SIMPSON H2.5T UPLIFT PLACEMENT f 8 Iris TRUSSES TJO1 THRU TJ03 56.2 STRAP UNLESS OTHERWISE NOTED FASTEN FASCIA TO TRUSS w/8 ' Od f 56.2 TJ03 TJ04 TO HIP TRUSS TJ04 TJ03 COMMON / PLAN W/ A34 ANGLE STRUCTURAL 1-PLY 9.25" LVL ��' � FASTEN TOT USS W/ 8-10d TJ02 i I14 I COMMONS DO NOT SCALE DIMENSIONS FROM UNCLEAR REFER TO THE FASCIA TO TRUSS 2)H 2.5T THESE DRAWINGS.IF A DIMENSION IS TJ04 W/ 4-Y4%6„ n., C1, TJ01 ARCHITECTURAL DRAWINGS OR SEE 6/S6.2 FOR CONTACT THE E.O.R. LAG SCREWS c� h H, '..51 LIF TRA S INFO NOT SHOWN STRUCTURAL 1-PLY 9.25" LVLLi Li PLAN NAME FASTEN TO TRUSS W/ 8-10d �` ) 'w SHEPARD RESIDENCE 41 DESIGN/DRAWN/CHECKED COMMONS ``� 8 SYMBOLS LEGEND cs KJL LAP S6. FASCIA TO TRUSS FASCIA TO TRUSS DATE H2.5T DESIGNATES UPLIFT CONNECTION. T02 W/ 1-A35 TJ04 W/ 4-Y4%6" 12-19-14 FASCIA TO TRUSS LAG SCREWS CONTROL NO. FRAMING PLAN NOTES: ' 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE SHEET S6.1 4393 TO2 W/ 1-A35 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. TRUSS ID. (1)H2.5T CONNECTOR. STAIR TOWER ROOF. TRUSS PLACEMENT PLAN F 3. FOR GENERAL DESIGN SPECIFICATIONS SEE TIRAT 50.0 4. FOR TRUSS UPLIFTS UP TO 2200 LBS., CONTt?CTOR LPA NO. o SCALE: Y4" = 1'-�" MAY FASTEN TRUSS TO THE FOUNDATION w/ QGT vo 1 STRUCTURAL FASCIA DETAIL w/QT PER MANUFACTURER'S SPECIFICATIONS. SHEP-14-00772 NOTE: ' „ , „ 1 5. WHEN USING (2)2.5T CLIPS ON 1 I/Z" WIDE LUMBER, SHEET 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d ;TOENAILS AND S5.0 SCALE: 3/4 = 1 -0 PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. UPLIFT CONNECTOR, SEE PLAN. S5,0 g SHEET 6 0F12 STEMWALL VERT. REINF. FOR BOTH APPLICATIONS TYPICAL WALL FRAMING AND ANCHORAGE PER CMU CONSTRUCTION SPECS. � 1 COURSES REINFORCING 2—#5 CONT. 1 TO 6 #4 VERT. @ 48"O.C. 8" CMU WALL w/ #5 VERT. 7 TO 10 #4 VERT. 24"O.C. SLAB ON Lou Pontigo and WALL FRAMING p _ :a ° GRADE, Associates, Inc. w/ STD. 90° HOOK INTO FOOTING 11 TO 12 #4 VERT. 8"o.C. �. ;p SEE PLAN. w ALIGNED w/ WALL REINFORCMENT \ - I I J ABOVE. SEE PLAN OR SCHEDULE STEMWALLS OVER 6 COURSES TO (1)#4 MIN. CONTINUOUS, PROVIDE \/\ \ . ..' a •' d 420 Osceola Avenue \ / Jax. beach, Florida 32250 X 1 a_ FOR SPACING. HAVE TRUSS TYPE HORIZ. JOINT CORNER BARS (TYPICAL) \/ \ \ \ Ph.242-0908 Fax.241-9557 Q REINF. BETWEEN EVERY OTHER FL: CA# 8344 SO CA#3579 Q _ MONO SLAB FOOTING AT PORCHES, \\ p /� w COURSE. FILL CELLS SOLID. WHEN SPECIFIED ON PLAN. CONTACT US WITH YOUR COMMENTS J ' All' N � A I 8"x16" w/(2)#5 CONT. COMMENTS @ LP A.COM `V SLAB ON GRADE, SLAB ON GRADE, TOP OF FOOTING a SEE PLAN. SEE PLAN. w�{{{t991{If 1��I�Ed4 ��'Iaf7� fj, GARAGE FLOATING SLAB •• / / � GRADE OR CONC. \\j \\/ AT WALLS GREATER THEN ;° �O GRADE OR CONC. /\/ /\� 4 BEARING AT INTERIOR { ° SLAB, SEE PLAN. \\/\/ SLAB, SEE PLAN. \\/\/ 4'-0" HIGH, NOTIFY E.O.R. /\, p " DEEP SAWUT w/ LAYOUTMPLLAN ANDRACING ELASTOMERICCSEALANT �-o 4 4 ,� PERMANENT LATERAL C.� \\/ .. / \\/�^ • SUPPORT DETAIL. - �3 '� N \\ •. \\ .- —tea �– A •�''—�° �f9; AT WALLS GREATER THEN \ �° >a 1 b ° aa• 4 DOWEL TO MATCH Chrisf'(� eT W,n PE �i�N�P{ "#�71 4 G 1 4'-0" HIGH, NOTIFY E.O.R. A\ p A \\ •. • \ WALL REINFORCING. SLAB ON GRADE— FOR TEMPORARY BRACING \ \ SEE PLAN a LAYOUT PLAN. / CONT. CONCRETE FOOTING CONT. CONCRETE FOOTINGNOTES: STEP, SEE= p p REVISIONS DATE 10"x20" 1—STORY, w/(3)#4 OR (2)#5 CONT. 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 16'x16' MAX. SQ. ARCH:$ 10"d x 2 "w 1—STORY, w/(2)#5 CONT. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. (6" MAX.) EQUAL TO SLAB 12"x24" ALL OTHER, w/(3)#4 OR (2)#5 CONT. —STORY,x 2 "w 2—STORY, w/(3)#4 OR (2)#5 CONT. THICKNESS. 1 STEM WALL FOOTING DETAIL(CMU WALL) 2 STEM WALL FOOTING DETAIL(WOOD WALL) 3 SAW CUT DETAIL 5 SLAB RECESS �-oSCALE: 3/4" = 1'-0" S6.0 SCALE: 3/4" = 1'-0" 56.0 SCALE: 3/4" = 1'-0" S6.0 SCALE: 3/4" = 1'-0" FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO a ASSOCIATES 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 PONTIGO a ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR " INSPECTION FEES. PROVIDE 2x6 P.T. SYP#2 w/ V2 "0 CARRIAGE BOLTS SPACED AT 24" O.C. 4" SQUARE CMU 8" CMU WALL w/ #5 VERT. (2 ROWS STAGGERED) Y4" PILASTER w/ STD. 90° HOOK INTO FOOTING ALIGNED w/ WALL REINFORCMENT TOP OF PLATE BUILT OF 8x16 BLOCK ------------------- - - ------ 24"x24" — 9—#5 VERT. x ABOVE. SEE PLAN OR SCHEDULE 3" ABOVE #3 CLOSED TIES J W Co? 8 O.C. w FOR SPACING. EXISTING � 4» MORTAR °BED A STEEL BEAM, N 1'-4" CMU PIER 24" ) U TOP PLATE SEE PLAN > � o - 9„ Q �� kn M ------ ------------- ----- Lucv STEP, ;r i":.T ; SEE ARCH. PROVIDE 2x6 P.T. SYP#2 o _ r/ o .. w/ 1/2 "0 CARRIAGE BOLTS °' =I� •:_' - '->.�:<:s:. `��•�� � SLAB ON SPACED AT 24" O.C. N r' •° • "' c� a 7/x,0 HOLE Q • a . o . a GRADE, 2 ROWS STAGGERED) 3/4"Ox15" ANCHOR $ � a o a SEE PLAN. ( HEX HEAD BOLT `' :'ti PLATE r w cV Z 3�4"x8"x15" A36 p EMBEDDED 3�4 W a DETAIL �, • ICV z M • - - o - STEEL PLATE, SEE 12 MIN (2 TOTAL) W DETAIL ABOVE 20 20 WIDE CONCRETE FOOTING STEEL BEAM Q V(MIN. 12 DEEP AT LOW SIDE) 4 CMU PIER Y" PLAN VIEW OF PILASTER w/3-#5 CONTINUOUS AND BAR Y4" STEEL xPLA E36 W CHAIRS AT 48 O.C. 6 MONO FOOTING AT STEP DOWN STEEL BEAM TOC U PIER CONNECTION DETAIL 8 PIER BUILT OF 8x16 BLOCKS 0 SCALE: 3 4" = 1'-0" S6.0 SCALE: 3 4" = 1'-0" LE: 3 4 - 1 -0 S6.0 / / �-o SCA / Q n mJW 00 z TYPICAL WALL FRAMING V ° AND ANCHORAGE PER x CONSTRUCTION SPE( S. P /1—,5 CONT., PRO IDE d SEE 5/S4.0 CORNER BARS (TY .) SEE ARCH PLAN , fI 51 , \{ SLAB ON 2p a al a GRADE, - � a. �_ - ' • a SEE PLAN. n 1#5 CONT. /\\ SHOW R PAN SLOPES TO DRAIN, SEE ARCH FOUNDATION RA\% \\/\ PLAN. MAINTAIN 4" MIN. SLAB THICKNESS. DETAILS Lij DRIVEWAY SLAB oo s BY BUILDER SLAB ON p GRADE— \� ° /\ < SEE PLAN ° I STEM ALL, SEE 1/S4.0 O p• —— : �// DO NOT SCALE DIMENSIONS FROM A �', \\\I •�. p. f \/ THESE DRAWINGS. UNCLFAR REFER TO 15 O THE ION `J ARCHITECTURAL DRAWINGS OR p• �/� ���-� T/T� '� CONTACT THE E.O.R. 1'-2" PLAN NAME SHEPARD RESIDENCE DESIGN/DRAWN/CHECKED 9 THICKENED SLAB @ GARAGE DETAIL 10 FOOTING w/ SH WER RECESS CS KJL LAP DATE 12-19-14 CONTROL NO. S6.0 SCALE: 3/4" = 1'-0" �-o 4393 TRUSS ID. '=a LPA NO. SHEP-14-00772 SHEET F S6.0 SHEET 7 oF12 ' rf 3 BUILDER MAY CHOOSE EITHER THE DROPPED , TYPICAL HEADER NAILING HEADER CONDITION OR RAISED HEADER CONDITIONS fi 0.131X3" TOE NAILS TYPICAL WALL FRAMING NOTES: ROOF SHEATHING, TYPICAL STUD NAILING: 2X6, 2x8 = (5) NAILS TYPICAL LAP SPLICE: , za 1. USE SPF#2 OR BETTER FOR SEE SPECIFICATIONS 2x10 2x12 = (7) NAILS TYPICAL TOP PLATE NAILING: SOLE PLATE ANCHOR SCHEDULEY � ALL WALL STUDS.. 0.131x3" END NAILS: 9" LVL, 11" LVL = (7) NAILS (12) 0.131"bx3" FASTEN ALL TOP PLATES THREADED EXT. WALL SHEARWALLS � tr; x (2) @ 2x4, 14" LVL, 16" LVL = (9) NAILS / (3) ROWS WASHER EMBEDMENT EDGE ROD 0 SPACING SPACING SPEC. DEPTH DISTANCE 2. USE SYP#2 FOR ALL TOP (3) @ 2x6, TOGETHER w Lou P o n t i g o a n d PLATES AND SOLE PLATES. (4) @ 2x8. SYP#2 ° OF .131x3 @ 12" O.C. STAGGARD. 3/8 40" 16". 2x2x1/8" 31/2" 1 3/4" Associates, Inc. r--- ---------' SYP 2 DBL. HEADER, ;, ° 8 2 3. USE SYP#2 FOR ALL TOP I "MAX. TOP PER PLAN 4 -0 MIN. MASA 48» 24" 2x2x1/ " 31/ " 1 3/4" 420 Osceola Avenue I I 24 N/A N/A N/A )ax. Beach, Florida 32250 HEADERS FULL HEIGHT ANCHOR Ph.242-o9os Fax.241-9557 � EITHER SIDE OF PLATE 4. ALL WALLS SHALL BE , I I SEE 6/S6.2 HEIGHT CHANGE FL: CA# 8344 SC: CA#3579 CONTACT US WITH YOUR COMMENTS BALLOON FRAMED FULL I I I 2x-BLOCKING ONLY COMM . HEIGHT TO ROOFOR FLOOR ____--J 'SED ARCHED TRANSOM OPTION: REQUIRED IF SHEARWALL �;���• A.COM BEARPLANING ELEVATION, U.O.N. ON PERMANENT TRUSS SYP#2 DBL. HEADER 2x SPF DIAGONAL BLOCKING N ww� °°p•uila poi • _' BRACING BY OTHER TOP PLATE SIMPSON H2.5T OR FASTENED w/ 3-0.131"x3„ CIE LSTA12 STRAP FOLDED DROPPED EA. END TYPICAL. cj ��•'�® ��" 5.) FASTEN BOTTOM PLATE OF OVER TOP PLATE HEADER b s ~e INTERIOR LOAD BEARING SHEATHING MAY EXTEND 2" m \ 7" 6' o WALLS TO CONCRETE SLAB BLOCKING AT ALL -- - ------ ATTACHMENTS BLOCKING- WINDOW w 16d MASONRY CUT NAILS @ SHEATHING JOINTS: ____ ____= ARCHED SYP 2 HEADER ATTACHMENTS MUST 16" O.C. MINIMUM. SEE 2x4 FLAT WISE. FASTEN S TRANSOM FULL HEIGHT PER PLA ' ANCHOR INTO 2x MATERIAL. ,•. , •`••� FASTEN LOWER STUD •M��w••.W•+ EACH END WITH 2-10d OPTION ` .�'` "•�OR'10�.••` FOUNDATION PLAN ADDITIONAL ANCHOR, SEE ' ' TOENAILS. ONLY REQUIRED TO TALLER STUD w/ SEE RIGHT *� �Al Et`� � , ` o ANCHORS AT SHEARWALLS 2-ROWS OF 10d COMS PLAN FOR SIZE JACK AND r"�:ap�ronumm�n►��„a AT SHEATHING JOINTS FOR @ 12" O.C. WINDOW SILL SEE AND LOCATION KING STUDS, Christopher EXTERIOR WALLS AND SEE PLAN p 1 S a b o u r i n PE SHEARWALLS SCHEDULE 3/S2.0 FL PE#71461 INTERIOR BEARING WALL: TYPICAL SOLE FOR SILL SIZE AND WINDOW SILL SEE PLATE NAILING: CONNECTION EACH SCHEDULE 3/S2.0 R ISIONS DATE SOLE PLATE ANCHOR: SEE PLAN FOR STUD SIZE END FOR SILL SIZE AND 1 » » AND O.C. SPACING. FLOOR SHEATHING, 0.131x3" TOE NAILS: CONNECTION EACH /2 0 x 6 LG (MIN SEE SPECIFICATIONS (3) @ 2x4, END 34" EMBED.) THREADED ROD CONTINUOUS BLOCKING (4) @ 2x6, ANCHOR DRILLED & WITHIN FLOOR SYSTEM 16d COMMONS (5) © 2x8• EPDXY w/2"O x A" WHERE POST IS ABOVE. @ 16" O.C. PT. SPF#2 PLATE WASHER, SOLE PLATE SEE SCHEDULE BELOW FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU I W FLOOR SHEATHING' PONTIGO&ASSOCIATES PRIOR TO SEE SPECIFICATIONS MAKING ANY STRUCTURAL FIELD ------ ------, I I rn o MODIFICATIONS WHICH MAY VARY CONT. RIBBON FROM THE INTENT OF THE ORIGINAL I I CONSTRUCTION DOCUMENTS.ANY I I I J r FOUNDATION, SEE,,=PLAN _., BOARD (TYP) FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 5 Q w WALL FRAMING AT WALL FRAMING AT 8" 1/2 ' WALL FRAMING AT A550CIATES MAY RESULT IN � m ADDITIONAL ENGINEERING OR LL z PLATE CHANGE CONDITION RAISED HEADER CONDITION MAX. MIN. DROPPED HEADER CONDITION INSPECTIONFEE5. Q - FROM SOLE -J -� �N PLATE BREAK L------- - SYP#2 DBL. � SEE 5/S6.1 2 TYPICAL WALL FRAMING FLOOR TRUSSES TOP PLATE SEE 6/S6.2 S6.1 OR JOIST. INTERIOR BEARING WALL: SEE SCHEDULE 2x4 OR 2x6 2x8 WALL' FRAMING 0 BLOCKING AT ALL FOR STUD SIZE 2 PLY 1 >< 1 SHEATHING JOINTS: AND O.C. SPACING. WALL BEAM. 11/2 112 FLOOR TRUSS PERPENDICULAR W L.L� 2x4 FLAT WISE. SHEATHING '_ 3 PLY BEAM. (3) ROW OF 1 O FASTEN EACH END RATE SHEATHING, �, 0 LL U BOUNDARY OF SEE ENERAL NOTES. NAILS @ 8 O.C. ° WITH 2-10d TOENAILS SHEATHING ° STAGGERED ° ONLY REQUIRED AT BLOCKING AT ALL (3) ROWS 16d ° O SHEATHING JOINTS EXAMPLE OF PANEL -, COMMON WIRE N N 2x4 SYP 2 HORIZ. BRACING 7 FOR EXTERIOR WALLS SHEATHING JOINTS: 2x4 FLAT WISE. FASTEN EDGE w/ BLOCKING # QI AND SHEARWALLS AT 12 O.C. 24" O.C. BETWEEN OUTER WALL 2x4 MEMBERS: � ❑ WALL EACH END WITH 2-10d WHERE REQUIRED BY - EA. SIDE. SHEATHING TOENAILS. ONLY REQUIRED GENERAL NOTES. (2) :_ROWS 16d (1) ROW OF 10d & FIRST INTERIOR TRUSS. NAIL =k COMMON WIRE ° NAILS @ 6" O.C. ° �° AT SHEATHING JOINTS FOR STAGGERED EACH END w/ 3-0.131x3 NAILS un EXTERIOR WALLS AND AT 12" O.C. ° ° ° (TYP) SHEARWALLS EA SIDE. W 1 1 NAIL SPACING AT 2 & 3 PLY BEAMS 2x6 MEMBERS: FLOOR z LLQ SUPPORTED TRUSS EDGES, _ (2) ROW OF 10d SEE DETAILS SEE DETAILS x QENERAL NOTES �� `' 4 PLY NAILS @ 4" O.C. 2x4 SYP#2 BEAM. DIAGONAL ON S2.0 ON S2.0 - `+ , , . • STAGGERED 5 __ �_ FASTEN EA. Uj r---- -----, r----- ----- --� A (2) ROWS 5/8"0 HEX END W I I I I N HEAD THRU BOLTS / U NOTES: 3-10d COMMONS �"� w/ HEX NUTS & 1. TYP. CONNECTION AT STUD O I I I I i I WASHERS @ 24" O.C. COLUMNS, JACK-TO-KING CEILING I I I I I I Q I I I I I I ASSEMBLIES, CORNER POST, ETC. LINE WALL FRAMING ----� L-------------J L--------------J ROOF 4-PLY BEAM 2• SPECIFIED NAILING REQUIRED FOR M FROOREJOISOTS. EVERY PLY IN ADDITION TO (2) PLYS FLOOR TRUSS PARALLEL l ' J j SINGLE STORY MULTY STORY M W �- Q L 1 TYP. WALL SECTIONS 3 SHEATHING NAILING ETAIL 4 BUILT-UP MEMBER FASTENING 5 FLOOR TRUSS / JOIST AT WALL FRAMING S6.1 S6.1 SCALE: 3/4" = 1'-0" �61 S6.1 SYP#2 (2)12d TOE LOCATE FULL HEIGHT WINDOW SILL SCHEDULE HEADER, A NAILS E.E. ANCHOR ON SIDE OF ROUGH DROPPED HEAD MINIMUM END PER PLAN OPENING (MIN) CORNER WHERE UPPER OPENING OR SILL PLATES FASTENER EACH END TOP PLATE OVER LAI ` 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS 2x4 BLOCKING IF TRUSS REACTION EXCEEDS END @24" O.C. FASTEN 2300lbs PROVIDE CRIPPLE STUDS < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS FASTENER # 6'' EACH END w/3-10d DIRECTLY BENEATH TRUSS h < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS �'9-I- TOENAILS 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS A B SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN FRAMING WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. �` STUD BELOW HEAD OR SILL LOWER TOP11- COMMONS 4-10dLI DETAILS PLATES SEE PLATE AT BREAK VER LAP DOUBLE 11V KING & JACK SCHEDULE _ OP PLATES STUDS SEE PLAN =, WALL INTERSECTION ORTHOGONAL VIE D `D ROUGH OPN G, SEE ARCH. OF CORNER CONDITIONS D C C D DO NOT SCALE DIMENSIONS FROM (6)12d TOE NAILS THESEDRAWIRREIFERTOTHEIONIS CONTACT THE E.O.R TOP & BOT. 2x_ SPF T&B W/ • • C C ARCHITECTURAL DRAWINGS OR Al12d @ 8" O.C. CO KING & ° NAME (TYP) JACKS-/ I: ROUGH OPENING, SEE ROUGH OPENING, SEE SHEPARDPLAN RESIDENCE SHEATHING TRUSS UPLIFT TABLE AT LEFT TRUSS UPLIFT TABLE AT LEFT DESIGN/DRAWN/CHECKED 1i POR PLAN w = CORNER WALL INTERSECTION Alw 0 CONT. AT; Cs KJL LAP cn CONDITIONS CONDITIONS 4 SIMPSON LTP4 ON Q - GIRT/VERT NOTES: HEADER DOWN CONNECTION HEADER UP CONNECTION DATE JOINT. 12-19-14 INSIDE FACE,- IF NO 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS CONNECTION 2x SPF RIPPED CALL OUT UPLIFT CONNECTOR CONNEOT,�ON UPLIFT CONNECTOR CONTROL NO. JACK STUD 2. '- DENOTES 3%0.131" GUN NAILS @ 6 O.C. VERTICAL � CALL our TO FIT ARCH. 3. O DENOTES FU L HEIGHT ANCHOR SEE PLAN A H2.5T ® 32" O.C. TOP & BOT A LS18 ® 32" O.C. 4393 BOX BEAM BETWEEN WINDOWS DEPTH REQ'D. = 4. DENOTES SOLE PLATE ANCHOR ' SEE SCHEDULE B SEE PLAN TRUSS ID. y IN TWO STORY FRAMING � B SEE PLAN SECTION A-A 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE C (1)MSTA24 STRAPS c (2)CS16 STRAPS 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 7 FRAMED WALL CORNER AND WHEN 8 HEADER TIE DOWN SHEET 56.1 S6.1 INTERSECTIONS STUDS CONFIGURATIONS NOTED S6.1 THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN S(DA SHEET 8 01712 c CMU/ CONC. BOND 8x8 PRE—CAST LINTEL, SEE BEAM AT /- 4/S5.0 FOR OVERALL LINTEL TOP OF WALL, DEPTH AND REINFORCING. a � � �� — — — — Lou Pontigo and /'"7Z VZ Associates, Inc. 420 Osceola Avenue 8" CMU TYPICAL WALL AS JAMB REINF. WALL REINF. FOR OPENING OVER 4'-4" FOR OPENING TO 4'-4" .2 beach, Florida 41-95 SEE SCHED. '_ WIDE, PROVIDE 1—#5 �� Ph.242-0908 Fax.241-9557 PER PLAN SEE 2/S6.2 TO 9 4 WIDE, PROVIDE 8 8" FL: CA# 8344 SC: C #3579 I ( ON PLAN. 2—#5 VERTICAL EACH VERTICAL EACH SIDE SIDE OF OPENING. OF OPENING. CONTACT US WITH YOUR COMMENTS » 1-#5 VERTICAL EACH COMMENTS @ LP A.COM 25 LAP MIN. ' ' OPEN BOTTOM CORNER, INTERSECTION, ° LINTEL BLOCK, +®++''6+�� nE �1g} TYPICAL P.T. PLATE @ SPACING INDICATED w ......... OPEN BOTTOM I WITH 2-#5 TOP -JL4 �`� W ` 2 2x8 P.T. SYP#2 i.' El �•' ON PLAN OR SCHED. # .�C LU ( :a s 00 LINTEL BLOCK, , & BOTTOM + �ac� _ I I I WITH 2 5 T w/ /2 0 x10 A.B.. to N cy # OR „ & BOTTOM o t/2"� THREADED ROD-- TYPICAL WALL OPENING, 8 CMU WALL. �- ° REINF. SEE SEE PLAN Q �, ALL OTHER �� o� 4� DRILLED & EPDXIED SCHED. ON _ OPENINGS w 6" EMBEDMENT WALL ELEVATION i PLAN. N M N Y �., d�r �DP\,+•°'�Q` c / CMU REINFORCING NOTE. I I I NOTES; AT24" O.C. r• �, .,,......a +,� N w/2x2x12" PLATE TYPICAL #5 VERTICAL REINF. #5 HORIZONTAL TIE BEAM m m m 1) USE THESE LINTEL DETAILS U.O.N. ON PLANS. ++° HOOK VERTICAL WALL REINF. AT AT 48" O.C. SEE 2/S6.2 FOR t+maunun WASHER. EINFORCING (ONLY ONE L 2) FOUR OPENING LOCATIONS, SEE ARCH. PLANS. Christopher ) Sabourin PE TOP OF WALL INTO CONC. TIE REINF. EA. SIDE OF OPENING. BEAM OR CMU BOND BEAM. IF PLAN VIEW AT TYPICA BAR SHOWN FOR CLARITY). (SEE PLAN 3) PROVIDE 8 BEARING EACH SIDE OF OPENING. FL PE#71461 ° ' 4) GROUT LINTEL SOLID. —I WALL TERMINATES AT STAB, WINDOW DOOR OPENING FOR REVISIONS DATE Q HOOK REINF. INTO SLAB. t Q < z DESIGNATION) 5) B ' TTOM SHALL BE A SOLID PRECAST LINTEL. CY U_ 8x16 BOND BEAM ' '` o U z w/1—#5 TOP & '`` z REINFORCING 3 TYPICAL HORIZONTAL/CORNER SPLICE 4 TYPICAL CMU LINTEL Q � BOT Q o 2 CMU )AMB REINFORC - -o o J F S6.2 SCALE: 3/4 = 1 —0 S6.2 SCALE: 3/4 — 1 S6.2 SCALE: 3/4" FILL ALL CELLS SOLID o- w z WITH GROUT THAT iw � FIELD ALTERATION REQUIRE VERTICAL in o CONTRACTOR SHALL CONTACT LOU p JOINT REINF. REINFORCING AND ALL PONTIGATIONS HIGH PRIOR To Q MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY 0 AT 16" O.C. CELLS BELOW GRADE. ' ' '� FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO _ — z BEING APPROVED BY LOU PONTIGO 8 A550CIATES MAY RESULT IN INSPECTION FEES. I' Q^ Q 0 ADDITIONAL ENGINEERING OR O J o 8x16 BOND BEAM J n w V) w/1—#5 TOP & BOT. w c� o DWLS. TO MATCH _ OND BEAM - -' B REINFORCEMENT AND :_J Q VERTICAL REINF. —_�. _- — — — °� ° � ' •• GROUT IS CONTINUOUS TOP OF a.< ° ° X (TYP. U.N.O.) ��: BOND BEAM - THRU JOINT e I daI '.d.• __---ate'— .• .I� . .• I n .° ._J = CLEAN OUT HOLE STOP JOINT REINF. n-o AS REQUIRED. . PLAN SECTION a AT CONTROL JOINT ,� 8 CMU WALL. LL U WALL FOOTING PROVIDE REINFORCED ROOF TRUSSES do �.� e a ' �<a SPF#2 ALL AROUND, > SEE PLAN. CELL EACH SIDE OF z JOINT ;'s e 7 " AND TOP PLATE O r /6 OSB PANEL, HIGH HT GROUTING NOTES: ------ L.1..1 ry WALL SECTION 1. MAXIMUM GROUT POUR HEIGHT Q OF FASTEN 2x8 P.T. SYP#2 FASTEN PERIMETER ____T T10d COMMONS @ 4" O.C. SHALL BE 12'-0". CONTROL WINDOW/DOOR BUCK TO 8" w/ 8d COMMONS I U t a „ @ 4” O.C. PRE—FORMED JOIN JOINT REINF. CMU w/ /4 �x2 /4 TAPCONS I HIGH LIFT GROUTING IS USED, @ 16" O.C. @ 24" O.C. INSTALL 3 MIN. Qun LOW HT GROUTING NOTES: 2• IF FILLER 1. USE 5'-0" GROUT POUR HEIGHT FOR REINF. SHALL BE FULL HEIGHT AND MATERIAL EACH SIDE. BACKER ROD I I W ' BAR SIZES #3 THRU #5. A CLEANOUT HOLE IS REQ'D AT ------� F----- W R. CELLS WITH REBAR. CAULKING 2. USE 5'-0" GROUT POUR HEIGHT FOR 2x8 P.T. SYP#2 Q BAR SIZES #7 AND ABOVE. 3. GROUT SHALL BE PLACED IN 5 LIFTS TO PREVENT BLOWOUTS. WINDOW/DOOR BUCKLu 'l E SPECIFICATIONS AND STRUCTURAL DEPTH OF CAULKING _ WIDTH OF STOP JOINT REINF. n 3. SE ONE HALF THE WIDTH AT CONTROL JOINT NOTES FOR GROUT TYPE AND GROUTED 4. SEE SPECIFICATIONS AND HEAD JOINT ROOF TRUSSES U r/ CELL SIZE. STRUCTURAL NOTES FOR GROUT OF THE HEAD JOINT • TYPE AND GROUTED CELL SIZE. � 0 OOF TRUSS OSB BLOCKING PANEL DETAILS Z - �1TYPICALREINFORCEMENT 5 CMU CONTROL JOINT 6 MASONRY DOOR/WINDOW W BUCK DETAIL 7 R Q WALL R Q [� S6.2 SCALE: 3/4" = 1'-0" S6.2 SCALE: 3/4" = 1'-0" S6.2 / S6.2 m j W � � Z F —I PARAPET WALL SEE 00 9/S6.2 PARAPET WALL SEE 2x6 PARAPET WALL. ALIGN SEE 8�S6.2 FOR 2x6 PARAPET WALL. ALIGN �� Q Ln ADDITIONAL INFO STUDS WITH TRUSS BELOW. 9/S6.2 STUDS WITH TRUSS BELOW. TATE EXTEND STUD TO TOP PLATE EXTEND STUD TO TOP PL; BELOW. FASTEN TO TRUSS BELOW. FASTEN TO BLOC�ING w/6-10d EACH WEB ANDS CONTINUOUS 2x4 RIM.. w/6-10d EACH WEB AND CHORD. SPACE @ 48" O.C. NOTCH PARAPET CHORD. SPACE @ 48" O.C. 2x6 FLAT USE I BOARD FASTEN TO I I STUD AROUND TRUSS MAX BLOCKING FASTEN TRUSS w/2-10d COMMON CONTINUOUS 2x4 RIM MAX TO WALL w/4-10d BOARD FASTEN TO OSB BLOCKING PANEL I TRUSS w/2-10 COMMON BLOCKING ROOF SHEATHING 8d @ 3" O.C. FASTEN ALL AROUND W/8D @ 6" O.C. 2x4 BLOCKING MASONRY I I I I BETWEEN EA OSB BLOCKING I I TRUSS DETAILS I_ PANEL EVERY OTHER TRUSS'. SEE PLAN 1 OSB BLOCKING PANEL EVERY OTHER 8x16 BOND TRUSS SEE PLAN BLOCKING BEAM w/ 2X4 BLOCKING. FASTEN 3/" OSB 2x4 BLOCK UPLIFT 1—#5 T&B %'; OSB EACH END w/A34 DO NOT SCALE DIMENSIONS FROM UPLIFT 8 ANGLES THARCHITECTURASL DRAWINGSOR IS SOFFIT BETWEEN EA CONNECTOR CONT. TYP. SOFFIT UcoNTACTTHEEORNCLEAR REFER TO E CONNECTOR TRUSS I TYPICAL P.T. PLATE CMU WALL, SEE TYPICAL WOOD WALL (2)2x8 P.T. SYP#2 PLAN FOR TYP. PLAN NAME FRAMING )> WALL REINF. CSHEPARD RESIDENCE w/ /2 0 x10 A.B.. OR , DESIGN/DRAWN/CHECKED CS KJL LAP 1/2"0 THREADED ROD DATE 12-19-14 DRILLED & EPDXIED w/ 6 EMBEDMENT AT ROOF TRUSS PARALLEL CONTROL NO. WOOD FRAME WALL 24" O.C. w/ 2x2x12" CMU WALL ROOF TRUSS PERPENDICULAR 4393 TRUSS ID. PLATE WASHER. LPA NO. SHEP-14-00772 8 ROOF TRUSS TO EXTERIOR WALL 9 PARAPET DETAIL SHEET S6.2 S62 SHEET g oF12 ',i SEE DETAIL 6/S2.0 FOR a DIAPHRAGM ATTACHMENT WHERE APPLICABLE ROOF TRUSS. ROOF SYP#2 2x4 NAILER FASTENED TO TRUSS I BOT. CHORD w/ 0.131x3" @ 3" O.C. I I II A II Lou Pontigo and TRUSS. I I Associates, Inc. ---------------I 2x4 SYP#2 CATS AT 12" FLOOR OR FASTENED TO SHEATHING w 8d @ 3 0. _ I ----------------I I ROOF TRUSS. Tf O.C. FASTENED TO TOP 1 -.--------------- j_----- ------J 420 Osceola Avenue PLATE w/ 4-0.131x3" 11 /4 SHEATHING FASTENED TO i i I I I I lax. Beach, Florida 32250 COMMON. MAX. TOP PLATE w/ 10d @ 3" O.C. II II Ph.242-0908 Fax.241-9557 I I FL: CA# 8344 SC: CA#3579 16" MAX. SHEARWALL NOTES: j I CONTACT US WITH YOUR COMMENTS FASTEN CATS EACH END w/ 2x SYP#2 CONT. ATTACH 1. ANY ALTERNATE MAY I I B C COMMENTS @ LP•A.COM 3-0.131x3" COMMON TOE NAILS TO TOP PLATE AND TRUSS BE USED AT ANY SW, ° EXCEPT AT SW-2. USE w/ 0.131x3" @ 3" O.C. EDGE OF e°' N r•••;C N. ''!,, 2x MAY OVERHANG TOP PLATE. SHEARWALLALT. D. �•,•° SHEARWALL OR SHEARWALL 2. USE ALTERNATE A. SW 8d@3 /6 SW 8d@3 /6)) EXTERIOR WALL AT EXTERIOR WALLS FULL HEIGHT THREADED ROD CONVENTIONAL STRAPPING \ ; Z = ALTERNATE A ALTERNATE B ALTERNATE C ENDING BETWEEN ROOF HOLD DOWNS EACH END HOLD DOWN EACH END aassrA °eye TRUSSES. .> �A - FULL HT ANCHORS A� - UPPER TO LOWER STUDS -�y °• IO�•+°••4��''',` o " OSB DIAPHRAGM FASTEN ROOF FLOOR DECK 10d @4 O.C. 3. USE ALTERNATE s 9N • •°•°J N �BSW 8d@3/6: - (1) /$ OR (2) /2 0 FULL SW 8d@3/6: (2) CS16 STRAPS �` AL Ei�1�;,,,'``°��i` TO NAILER w/ (1) ROW 8d TRUSS. FLOOR E & F FOR FLOOR HEIGHT THREADED ROD EACH END _ Christopher Sabourin 2x4 SPF#2 CONTINUOUS TRUSS. TRUSS ATTACHMENT � END STUDS TO FOUNDATION p ) PE @ 3" O.C. FASTEN TO TOP LEDGER FASTENED C - SOLE PLATE ANCHORS W 8d@3/6: HTT5 OR HDU5 FL PE#71461 PLATE w/ (2) ROWS 7/16 " OSB TRUSS WEBS WITEE SCHEDULE ON DETAIL 2/S2.0 OF 8d @ 3" O.C. BLOCKING w/3-0.131x3" - SOLE PLATE ANCHORS REVISIONS DATE 24 SPF PANNEL FLOOR COMMON. EE SCHEDULE ON DETAIL 2/S2.0 X ALL AROUND FRAMING SHEARWALL NOTES SYP#2 2x4 NAILER FASTENED 1. PROVIDE 7/6" 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/ 2x4 SYP#2 CATS AT 12" PROVIDE 2x BLOCKING AT ALL PANEL EDGES. (2) ROWS 0.131x3" @ 3" O.C. T3-0.131x3" NAILS @ 6" O.C. O.C. FASTENED TO TOP INTERIOR PLATE w/ 4-0.131x3" 2. PROVIDE A MINIMUM OF 2 STUDS EACH END OF SHEARWALLS. KING & JACK STUDS AT HEADERS MAY SERVE AS SW-2 SHEARWALL. COMMON. END POSTS FOR SW. 5-16d NAILS SHEARWALL ORA�L FIELD ALTERATION EXTERIOR WALL CONTRACTOR SHALL CONTACT LOU ALTERNATED ALTERNATE E (TYPICAL) 3. FASTEN ALL INTERIOR SW TO ROOF OR FLOOR TRUSSES PER 6/S2.0 PONT IGOaASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD ALTERNATE F MODIFICATIONS 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& 1 SHEARWALL ATTACHMENT AT ROOF FLOOR 2 LT IN TYPICAL SHEARWALL ELEVATION ADITIONALENGI ENGINEERING ADDITIONAL ENGINEERING OR INSPECTION FEES. S6.3 �-3PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT SW END POSTS. TOP PLATE TO STUD ROOF FRAMING UPLIFT CONNECTOR - H2.5A @ 32" ON-CENTER SECOND STORY • W TOP PLATE ELEV. W FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP 11 j O PLATE TO 'HEADER WITH LSTA12 @ 32" O.C. IN LIEU OF THE H2.5A STRAPS ROOF FRAMING H2.5A TOP & BOT. Q Ln ` OF CRIPPLE STUD ' r I `� SECOND STORY MSTA24 _STRAP EACH @ 32" O.C. �+�+ W TOP PLATE ELEV. c, SIDE -OF HEADER 6" CO m/ DBL. TOP MAX NOTCH HEADER a PLATE BELOW TOP PLATE TOP PLATE TO STUD U ° °I H2.5A@ 32" ON-CENTER STUD TO LOWER FRAMING: 8-GUN NAILS PORCH ° °; HEADER, SIMPSON H3 MSTA48 OR CS16 STRAP O TOP & BOT. OF @ 48" ON-CENTER ° °' SEE PLAN. z 4< HEADER TO JACK STUD CRIPPLE STUD FULL HEIGHT MSTA24 STRAP EACH @ 32" O.C. KING STUD TO LOWER ANCHOR OR HOLD SIDE OF HEADER AMING 2 MSTA48 OR DOWN AT BASE OF MIN. (2)2x4 WOOD POS BELOW. & (1) ADJ. M ,J W CS16 STRAPS OPTION A 00TO PORCH HEADER. l iJ 2ND FLOOR ELEV. L STUD TO LOWER FRAMING: MSTA24 OR CS16 STRAP LSTA12 FOLDED @ 32" ON-CENTER DOUBLE TOP PLATE OVER TOP PLATE CONTINUOUS OVER- w/5-10d NAILS 2 MSTA24 OR CS16 KING STUD TO LOWER 1 ST FLOOR TOP HEADER PLATE ELEV. 6 INTO TOP PLATE & STRAP EACH END FRAMING 2 MSTA24 OR MAX 5-10d NAILS INTO OF WALL SEGMENT CS16 STRAPS BEAM. SPACE ;i @ 24" O.C. 11,11100° ° 2ND FLOOR ELEV. 8-GUN o 0 NAILS °, IH2.5A TOP & BOT. OF - - CRIPPLE STUD MIN. (2)2x4 WOOD FRAMING $` THREADED ROD © 32" O.C. OPTION B BELOW. & (1) ADJ. DETAILS WOOD BEAM t TO PORCH HEADER. ' SEE PLAN FOR SIZE AND SPACING 5 ' TYPICAL PORCH BEAM-CONNECTION DO NOT SCALE DIMENSIONS FROM 3 CONVENTUAL FRAMING OVER BEAM 4 CONVENTUAL STRAPPING OVER HEADER THESE DRAWINGS.IF A DIMENSION 15 UNCLEAR REFER TO THE S6 � ARCHITECTURAL DRAWINGS OR �.3 �.3 CONTACT THE E.O.R 'k 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 6S .3 SHEET 10 OF12 FULL HT ANCHOR TERMINATES ` AT UPPERMOST TOP PLATE WHERE ANCHOR IS w/ NUT AND WASHER, SPECIFIED ON PLAN I ADJ. TO GIRDER/BEAM r, CONVENTIONALLY STRAP (1/S1.2) ONVENTIONALLY STRAP 1 S1.2 LOCATE ANCHOR WITHIN WASHER l FULL HEIGHT .k..Y. WHERE MAX. ANCHOR WHERE MAX. ANCHO / ) 6" OF POST. O SPACING IS EXCEEDED SPACING IS EXCEEDED D D ANCHORING SPECIFICATIONS ,f' N Associates,Lou Inc. PLAN I v I e� I A I ANCHORING SYSTEM: THE THREADED ROD ANCHORING I I I I I I I I I I UPLIFT 4 F SYSTEM SHALL CONSIST OF %"0 A307 THREADED 420 Osceola Avenue I I I I I I I I I O ORIENTED VERTICALLY AND ATTACHED TO THE Jax. beach, Florida 32250 I I I I I I I I I DOUBLE TOP CONNECTOR RODS, ' FOUNDATION AND TO THE UPPERMOST PLATE AT THE Ph.242-0908 Fax.241-9557 �— SEE PLAN �� FULL HT. I I I POST, PER i PLATE SOLE FULL HT. DOUBLE ANCHOR LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE FL: CA#8344 SC: CA#3579 I; I I I I I I I PLAN I I PLATE TOP PLATE. TOP PLATE PROVIDE A 2"x 2"x Y8" STEEL WASHER. I I I I I MAXIMUM SPACING - ANCHOR coCOMMENTS @ LP A COM Ts I FASTEN WITH A NUT AND ALLOW AT LEAST 3 I I I I I I I SEE THREADED ROD FULL HEIGHT THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ili1Wh . I I I I I I I SPECIFICATIONS ON THREADED ROD WALL STUD `°°°��1p v ' I I I I I I I SOLID BLOCKING I I ROD INSTALLATION: AT ALL PLATE PENETRATIONS, •.u•• q I I I I I I I I PLAN I SEE PLAN �•,,��G �.,+•Qo WITHIN FLOOR A OR POST. PROVIDE A HOLE IN THE PLATE / LARGER THAN THE I I I I I I I I � •�,• � ' �- I I I I I I I (TYP) I DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER j No 61 : Z — 1- - - - - - — I- - I- - - - — — —I — — — — — — — —I— — — — — — — STEEL COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES W I I I IFLOORIrRU�S OR JOIST I I (OPTIONAL, LOCATE 4 . ELEVATION WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE Al e+ � OF •a' ` I _ _ _ I I I I I ( Ow A ROD SHALL BE INSTALLED APPROXIMATELY CENTERED �) — — — ) ° _" IN HOLE. RODS MAY BE SLANTED FROM TRUE W�.°•'"{ •'•<�, 2CS16 T — � — — I - -I � �- - - - - - —I- - - - - - - AS NEEDED o j (TYP) I I I I I I I I I © FULL HT. VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO s �hipap°+'\�4' � o I I I I I I AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. °j.,,, ��NAL I I I I I I I ANCHOR THE NUT ABOVE THE UPPERMOST PLATE SHALL BEZ HEADER, SECURED OVER THE WASHER TO A SNUG—TIGHT Christopher J S a b o u r i n P E I i i AT SILL PLATE AT TOP PLATE YPI CA I I I I I I I I I FLOOR CONDITION PLUS ONE—HALF TURN OF A STANDARD F L P E#7 1 4 61 I I I I POST TO I I FRAMING WRENCH (APPROXIMATELY 30 FT.—LBS. OF TORQUE). I I I I I I I I MATCH i FULL HEIGHT ANCHOR INSTALLATION CHART DUE TO SHRINKAGE AND COMPRESSION OF BUILDING REVISIONS DATE I I I I I I I I POST ABOVE I I HTEN NUT TO 30 FULL HEIGHT A C D E F FT.N LBS• OF TORQUE AFTER TORS SHALL GALL TRADES ARE I I I I j I I I THREADED ROD FOUNDATION, THREADED O COMPLETE AND PRIOR TO INSULATION. I I I I ! I I I I I SEE PLANr PER PLAN. ROD 0 WOOD PLATE CONCRETE WASHER EMBEDMENT EDGE I I I I I I I I I I HOLE HOLE SPEC. DEPTH DISTANCE EPDXY ANCHORING: ALL THREADED RODS SHALL BE 1/2"� 1/2"� 2x2x1/6" 4" 6" 2" 3" DRILLED & EPDXY ANCHORED. SEE INSTALLATION 3/8 I i I I I CHART FOR EMBEDMENT AND EDGE DISTANCE INSTALL 1—STORY 1/2 %"0 9/16,10 3x3x1/4" 6" 8" 21'2" 3" REQUIREMENTS 6 MAX. FROM THREADED RODS SEE TABLE AT RIGHT KING STUD FOR EPDXY ENBEDMENT EMBEDMENT 5/g 3 "� 3/4"� 3x3x1/4" 10" 10" 2Y2" 3" FIELD ALTERATION WHERE 2—STORY RODS AND EDGE DISTANCEDEPTH E CONTRACTOR SHALL CONTACT LOU . CANNOT BE INSTALLED MONO STEM MONO STEM PONTIGO a ASSOCIATES PRIOR TO FULL HEIGHT ANCHOR PLACEMENT DIAGRAM L FIELD SOLE PLATE ANCHORS FULL HEIGHT ANCHOR MAKINGAOYSWHICHRAYVAR MODIFICATIONS WHICH MAY VARY AL PER SCHEDULE ON PLAN. WALL SECTION THREADED ROD INSTALLATION CHART FROM TRUCTIOHE NTOUME TS.ORINY CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 A550CIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. 1 FULL HEIGHT WOOD FRAME WALL ANCHORING SYSTEM S6.4 w W k LL U 07Uj { ry U C) LD Q UO) Z LLL W m. Q 00 r wU - ❑ U � o z _ Q QI w 007 QLf) f iE f FRAMING s DETAILS DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. (7PLAN NAME SEPARD RESIDENCE DESIGN/DRAWN/CHECKED CS KJL LAP DATE 12-19-14 CONTROL NO. 4393 ' TRUSS ID. LPA NO. SHEP-14-00772 SHEET S6.4 SHEET 11 OF12 _ L yt q8+ Lou Pontigo and Associates, Inc. t 420 Osceola Avenue Jax, Beach, Florida 32250 Ph.242-0908 Fax.241-9557 FL: CA# 8344 SC: CA#3579 CONTACT US WITH YOUR COMMENTS SEE DETAIL COMMENTS @ L?-A.COM 8/S6. 2 ER THIRD FLOOR JL PLATE HT. w �� +ny, TATE OF Christop� N4g1119'9'iourin PE O.H. �- - - - � FL PE#71461 REVISIONS DATE ROOFTOP DECK FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU 231 - 611 PONTIGO&ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD (4)2 X 6 PLATE. FASTEN MODIFICATIONS WHICH MAY VARY E N OF THE ORIGINAL 1 SECOND FLOOR CONSTRUCTION DOCUMENTS.ANY PLIESw/)/4 x6 LAG SCREW FIELD ALTERNATIONS MADE PRIOR TO DOUBLE ------- --- - - - - @ 12" 0.C. PLATE H T. BEING APPROVED BY LOU IN O& ASSOCIATES MAY RESULTULT IN ADDITIONAL ENGINEERING OR 2 X 6 STUDS 22' — O" INSPECTION FEES. 1 STAIR LEDGER. FASTEN H. TO WALL w/2-ROWS (4)2X6 PLATE. FASTEN OF Y "x6" AG SCREWS PLIES w/)/4 x6 LAG SCREWS 4 WATER PROOFING jL-j, _u�ihry.. ._ @ 12" 0. C. SEE ARCH r 11 "H PLATE HT. W DOUBLE 2X6 L U - 8 > - RIBBON BLOCKING z OVER LAP O BOARD BLOCKING (2)H3 AT Z PLATES AT OVER LAP PLATES AT - - - - - - - CORNER CORNER W PERPENDICULAR SECOND FLOOR­5� EACH TRU `. U ❑ — D — — W/ 121 O1, I . 'PENDICULAR WALL _ LD WALL FIRST FLOOR OSB BLOCKING W W _ 2X8 P.T. . z v�;ry PLATE HT. PANEL EVERY OTHER00 w/2- ROWS -- — — --- - 1 s -�� - 0 10 TRUSS BAY _ BOLTS w/' Fw U - - @ 24 O. C - ❑ STEEL BEAM, F--� U � r/ - _ SEE PLAN _ _ � O _ 1X8 f Q STEEL Q OF # ('Y') . J W SCRE RUBLE C3 QL ITUDS STAIR LEDGER. FASTEN TO WALL w/2- ROWS - a OF Y4 x6" LAG SCREWS FIRST FLOOR I I I I III ----_-- o, _ o„ I:110 II III III II I I I� I III III II I I I III i I I I I I I I = . - II III II 1I . III III G FRAMING DETAILS 1 STAIR TOWER FRAMING - ELEVATION 2 STAIR TOWER FRAMING - SECTION 3 WALL SECTION S6.5 SCALE: 3/8" = 1'-0" S6.5 SCALE: 3/8" = 1'-0" S6.5 SCALE: 3/8" = 1'-0" 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 RESIDENCE DESIGN/DRAWN/CHECKED CS / KJL LAP DATE 12-19-14 CONTROL NO. 4393 TRUSS ID. LPA NO. SHEP-14-00772 SHEET S6.5 SHEET 12 OF12 a .�%'}, �, � ." � I i - I '.111, I., " .ISSUED FOR PERMIT & MARK MACCO�. - "I . ,_ - , I I I SHEPARD R5IDENCI , I , ,I -.1 � SH�EPARD RESIDENCEj, ,, � r• = Provided Storage 1837 OCEai�11v GROVI= DIVE _10 I - CONSTRUCTION ARCHITECTS . ;:` Elevation Area Storage DRAIIVAG CALCULATIONS t Esq• 1, . 2"' dee retention are - - d 14.0 839 0 0.0 BOTTOM � r� Predevelopment Runoff Volume:1837 OCEAN GROVE DRIVE ,, 02. 09. 2015 E� { 476 OSCEOLA AVENUE , its ld.'s'4'.;rL` ®T3&edJ,+.:::z.iuE+Y:.=+.$+.:ZuExi.L4^<f"iXt°-` 11 Lot Area (A) W 7,500 sf °y -1113-© 839,0 839,0 TOB d " JACKSONVILLE BEACH, FL 32250 NTIC BEAC L 32233ATLA H F - IMPORTANT: Runoff Coefficient Area (Sf) Lot Area (Sf) °C" Wtd "C° Elevation Area Storage E: Info@MaccoArchitects,com 1.s Im Impervious 0 7,500 1.00 0.00 *ALL BDROOMS IN THIS RESIDENCE MEET OR EXCEED PH; 904. 249-ARCH (2724) P i (ft) (sq,ft.� cu.ft. E, THE EM RGENCY ESCAPE AND FIRE RESCUE :.,, 0 0 E E ,,.,, �x Pervious 7 500 7 500 0.20 .2 ' -,,, f , _ t, .� , - ,, . _..... .., _,,, .,..... .., ._,, �. 4 949,0 0,0 B4TT M ��..,., r.�..,.� � - � , „ £ � ,, ._._ ,.,, ,� ,�� .., <, � . �2 Wales bOtll SIdeS Of hQUSe $. www,MACCOARCHITECTS.com Aasfase .ss;`;+ r. ,.f,jfij ay > < ;. ,.�,,; #�:• -:; ��. zs a g _.� -� �:. <.• O "f PJ C'v^h$4 'f'9 ::: .€ W 3:,: Z;R '' ,: Y< "cr ! ''rR`' ,.z'�m ;f_. , 11� ��s_ REQUIREMENTS BY HAVING AT LEAST ONE WINDOW f0 -_ "� , ; a,.•, I, y .< :: 0 9 9.0 949. TOB � ,., y �ti OPENING PER ROOM OF 5.7 SQUARE FEETANDMEET �„ ,,;, ; to _ .: Runoff Coefficient C = 0.20 x "`� '') THE SILL REQUIREMENTS OF LESS THAN 44"ABOVE ,,,'e'� 11 �<" .,'e3° /�,,, ,<�'``a. ap yr ,r c - />! t , , w s fi q S ,,,.._ z I. ,, r n a a h s, ,... - K Elevation Area St©ra e FINISHED FLOOR. REFER TO WINDOW TAGS AND x 11 ..hi r.. -�<.•g� .,bapywcstcm"r. ;b # ,,• R z ,, -�.''.: .. �<t,, If" �a, Runoff Volume �d, �� ,. �.r ::, 7, :_ CORRESPONDING`ROUGH OPENING IN WINDOW .. x . , Ills., t s .ft. cu.ft, ��;:,: ; ,' , V- 0.20 x 7 500 x 9.3 12 w ,� � z /. ..r. / ,SCHEDULE. L / w- y �y�g P J y. `� 3.. 0 B ,,,,,.., . , 1 03TTt3 M ,, .��_ 3 nt and retention area L�� 3, V 1 . Fra 4 O 75 0 0 ffiv ', CU Y �� ,5I'll ��i :,. .n dee . i�s.0 87,5 Troll � ,1011, dry, :.; -I'll,11110 ; �' R. ��11 , 11 , ', p NO UNDERGROUND OR OVERHEAD UTILITIES IN /�%�/' ARK W MACC4 .. �_�.;, Postdevelopment Runoff Volume. VICINITY OF PROPOSED WORK. W.i Nom. , , . � _ s .n Lot ,::; ::: 1 , ,, Area A 7 500 sf I - C.a ' r7 .E, E¢ ,.ianta___ .� ,'} ,4... r, '': '<` ! .,,::' i ;';r. �; 7 310:- !I�' �: \.: 't. „'_,t ,.., x A FOUNDATION SURVEY SHALL BE PERFORMED ANDA AR9600 iau t s h /rye a € 4 ,', 1' ., u �a s COPY OF THE SURVEY HALL BE N THE SITE FOR THE 1711Va S O I 0 :.. � � Runoff-- „ Al""',I „ , __ ,,: ff Coefficient Area sf Let Area sf C 3Wtd C g ,f �� - ( } ( ) - BUIL ING INSPECTOR PRIOR TO FRAMING INSPECTION �`` =& 4 ,^ ,.1 .is 'fi§ .+ ,€'..s<S r. U / f t +a .,, dy •:t/ mp l � s Pi „ , ..: a 2 „ . : ,,, n, ,L .F Cm ervous 2 675 7 500 1.00 0.36 I :- , y `, ; . _ �, OR,ALL PROPERTY MARKERS SHALL BE EXPOSED AND AD . :., :: In round store e _ A d f €,€ 9Nna p Ean�td i� '; r;�,r. ' 'I r �; -� -;: .� Zq,, „. �` / _ K..,, ,, Pervious 4 825 7 500 .20 0.13 5 ^"'•"' t s` „s , �" �, 0 RING STRETCHED FROM MARKER TO MARKER TO VERIFY a I g ST 41 "," �� , .- m • `�\ - area 75 S A RE �.� . w try REQUIRED SETBACKS. NO UNDERGROUND OR OVERHEAD "'fir` ,. ,:.; u % , ,u, E a ;.;' ;_ :..- 33 /fwy^.y..Y., v's< �, d depth H ;11,� � ,,, p UTILITIES IN VICINITY OF PROPOSED WORK. may, Runoff Coeffiaent C - .49 - . : fi " i :, 1) ' / >. )' sx w. „ r r° - ._ ; v ,,, Ate' r,. ,;: ,., ,. .om�•k a/ ix - - f- ore factor 0,3 i,• b rd n.::,, ,, :, :v „ r ',,s: v' „k,. i' ak ,t s,,,a,;.: „> / , .,/ I �` ..�'. < a k r a. :. p / ': -tom tnzdfkb3fvc Rdl"t �.,,_,..,;c, } ,<. ,_ s .?`_ ..3 ,�,_ * >, <. mow,+' _�' ,,.,,, a _ - . t x. s _ TYPE=-OF CONSTRUCTION: -f „ <,. . lA „ _ _ ,... ,. a, ,_. ,, o `,R, In round Stara £' 1fiS8.0 cu.ft. ^ - ti,,€,, Runoff Volume [j � L .', F; s �� cR° ,� y �l ,r`i G3 C7' _ 1-•\< j __ 1 NORTHt yxf • s l , ."a _ ;, f; t.. „l rn 5f. n ,,, „„ l „ , ,,»ate.«f,s£ , ,. .,, // , k V 0.49 X 7 500 x 9.3 12 � � � u�..� :,-,:: ,,�,w a,,,, , r...R E<r,��..t. ' .,:.t.., ,. �°„ -,.� e�t��� a.. . ��„,,a� �..G�.Mu��,.,..,,. � � *TY 5B OCCUPANCY SS. GROUP R 3 ;,.,A :� . , PE CLASS: V- 2,848 cu,ft, Required Treatment Volume 1585.0 cu.ft, _I , PROJECT LOCATION _ L�� \\ Supplied Treatment Volume 1,588,0 cu,ft, 2010 FLORIDA BUILDING CODE. Required Storage Volume 2008 NATIONAL ELECTRICAL CODE DV'= 2,848- 1.,163 DV^ 17685 cu ft. 2010 FLORIDA FIRE PREVENTION CODE 125'-0" 1.1 1-11 BUILDING CALCULATIONS: ' MARK MACCO, AIA PROVIDE SILT FENCE AROUND PROPERTY LOT TOTAL: 7,500 SF N CAR B N 51'-2" WITH THE EXCEPTION OF THE DUMPSTER ENTRY E-69'- 11" PROPERTY LINE E 55'-1" FIRST FL.AC SPACE: 1,880 SF FLORIDA REGISTRATION; #AR96004 PROPERTY LINE 2ND FL.AC SPACE:, 1,575 SF / - 3RD FL.AC SPACE: 123 SF - - NI - _ - - - - - - - - - - - - - - - - - - - - - - - - s- - - - - - _ - -- _ - - - -Ill---- I 'll TOTAL C PACE. 3,578 SF 1 , I A S Description D IN o. ate W LE S A AREA TO RUN THE LENGTH OF TH E LOT ! I'll _ I I - - 12 DEEP SWALE - . 11 405 SF H ENE ,��: u.. .E , _, . „ .. 1 r- - - __ __ , ,i. . ;;_. T - - - - - - - - SSB- - - - T - _. - - - - - - - - - - - - -:.- - - -, 11 GARAGE. 528 SF I ----- ---- --- T GUTTER DOWNSPOUT INTO GROUND AND DIRECTED TO BACK O LOT. GUTTER �x PERMEABLE POOL DECK 509 SF �. TEMPORARY 1 DOWNSPOUT INTO GROUND I ; r ; I PERMEABLE GARAGE DRIVEWAY: 658 SF EAVE EDGE EAVE EDGE CONSTRUCTION AND DIRECTED TO BACK III - - -oF LOT.- - - - - - - - - - - - - - - - - - - - - - - - - - - ; DUMPSTER LOCATION. ; a BUILDING SITE FOOT PRINT: 2675 SF 1 I I I TOTAL SITE COVERAGE: 7500 SF MINIMUM BUILDING - SETBACK LINE s DEEP SWALE1�1 - - - - - - 175 SF - - - - - - � , I I h,_- ",:.. i @ TOTAL LOT PERCENT.COVERAGE: 35% CUTTER ---------- L--------------------- SWALE RI NTENTICN � GENERAL PARKING NOTE: I CONTRACTOR: GUTTER -E AREA 12"DEEP:, - AREA 839 SF � I / 1:1. 1 I - PROPERTY LINE ARIA HOMES, INC. -._,, Ia I - 11 20'-o" Ou ff LOW OF CONSTRUCTION SITE + 12" HIG AREA TO ` ` DRr 18TH SKING O BE AT THE END OF OCEAN GROVE s.' : POOL FSB "° "`` 701 MARKET ST. SUITE 3 IRINA JOHNSON PROVIDE I EXISTING GRADE: I ST.AUGUSTINE, FL WATER RETENSION 14'0 ___ _ - 32095 I 11 ON LOT - { , I 1) w ��. Y11 EXISTING GRADE: i 1. CELL: 904-610-4762 EXISTINGGRAD E.'' I I - 14'-0" 1 14'-0" FAX: 904-212-2045 I o II I . - ', � i EMAIL: IRINA RIAHOMES.COM I I w , @A I; I I PROPERTY LINE , PROPERTY LINE I I O I I 1 I PROVIDE SILT FENCE AROUND I l:,:•; i' II PROPERTY 1 I ,, _ I`, E T Eo SHEPARD EXCEPTION ON OF H WITH THE PT `I I =� •,r h { T 'I; + {"• ,,, SHEET LIS D MPSTER ENTRY 1 I - U { 1- I III � `I DOWNSPOUT INTO I D ANDDIRECTED A 100 T TLE SHEET I GROUN �r ,__, _� ".�'',,- "-.�-",--�"-".,-",' '- ';", _:,_,)­ _ 1 - 1S F LOT A 101 GCNERAL 20'-o 1 To FRONT 0 o11 NOTE RESIDENCE A 102 GENERAL NO S ,r TE RSB = 1; :• . ',I , ; A 200 FIRST FLOOR PLAN rr + I ,l ;' r Pn-[N1 i_UM.B_II.Qnv�•`.- _ :�:i A 201 SECOND FLOOR PLAN I, I: , - �. ,•SETT AC,,LINE 1 A 202 ROOF PLAN I ILIG MINIMUM BU D N N I ..-ae ''i. E, - ;('' A 203 SCHEDULES I, SETBACK LINE PER CODE I •,, 'J A 300 111. LEVAT ELEVATIONS I I; '•1IV R AY•��:. �V I tl A 301 ELEVATIONS C., '' ", -l" ,i, i I ,"I I I 1• TITLESHEETI ",f A 400 SrECTION 1 I f S rF<241-011 t I •'(EERMEABt_ E;C''�RFA I - A401 - _SECTIONS }-_ :, BLD.SET BACK I E I, ,: A 402 SECTION DETAILS I -�'' A 600 FLASHING DETAILS A/B 1:- 1 I I f: 1 r - - -r- - - - - - - - A 601 FLASHING DETAILS A-1/B-1 Project Number 2014008 ' 1 I I I t-, E 100 FIRST FLOOR ELECTRICAL PLAN EXISTING GRADE: 1 - - - - - - - - - - - - - - - � - I Date 02��9/2�15 14'-O". - - - - - - - E 101 SECOND FLOOR ELECTRICAL PLAN I < I I 1 LA , , I 1' Drawn(� . r nB Gran o a . 16 _ dt t _ Y _I I 6 GATE AND T 1 P I H E RY W I E T THEL T tl M M SSB ; SWALE ARA O RUN THE LENGTH OF O , I I L :: f, _ \ � � E T N _ _J ENC ORT T LOC 10 12 DEEP SWALE. 544 SF _ _ N F P_ . .. .OLE.. . . A _ a . Id Checked B I 11 _I. I, k , MWM - - - - - - - = = - - - = - = - - =- - -- - - - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - -- - -- - ---- - - - - ---------------- -- ------------------- --- ------------------------------------------------------------------ ----------------------------------- ---_::_ ---------------- ------------------------------- --- ------------------- - - - - - - - - - - - - - - - - - - - - f ( +;74x3`, *,"`ai:€,TM�'�"c�'=z+M: rc+'" ` 2F, ,�. •S;ti11 ff N-8'- 10.. N-8'-10 PROVIDE SILT FENCE AROUND PROPERTY . E-69'- 11" MINIMUM BUILDING E s5'- 1° SETBACK LINE PROPERTY LINE WITH THE EXCEPTION OF THE DUMPSTER ENTRY � FILE C , F 2 NORTH GENERAL NOTES PROPERTY LINE -F r ``! ' ",I " S '' a f .t s :'t. _ _ p SITE PLAN �� s .�� . r? p7 �` `� A 100 M a�lc19e "'aS ; �e ; 1r3;rse9 M 3/16 - 1 -0 1. EE SHEET A203- ROOF PLAN FOR ADDITIONAL ROOF77 N �� - � �� INFORMATION. ° i1T '® ®ETIJITi01Y`�I Ln 2. LOPE/CANT ALL SOIL AWAY FROM ALL FOOTERS& + ? �'s�Tr�0®�r�r�fUr�s o -1 'O t scale As indicated N TRUCTURE, TYP. �� r.--Zr - OATEN `t M .,, . _--•--T----_sT_.--.�__ _ N MARK MACCO .ARCHITECTS A.SECTION REQUIREMENTS: TERMITE CONTROL A. CONCRETING: ROUGH CARPENTRY F. MISCELLANEOUS PRODUCTS: D. FASTENERS: 1. UNAUTHORIZED EXCAVATION CONSISTS OF REMOVING MATERIALS A. TERMICIDES: 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 BEYOND INDICATED SUB GRADE ELEVATIONS OR DIMENSIONS AND SURFACE IRREGU RITIES WITHIN ACI 117 LIMITS OF AND AWPA G27 PLYWOOD, INTERIOR TYPE"A"TREATMENT, ASPHALT FELT, UNPERFORATED. CARPENTRY IS EXPOSED TO WEATHER, IN GROUND 476 OSCEOLA AVENUE WITHOUT DIRECTION BY ARCHITECT. UNAUTHORIZED EXCAVATION 1. PROVIDE A WORKING SOLUTION IN CONCENTRATIONS CLASS "A" FOR CONCRETE EXPOSED TO VIEW AND CLASS LABELED BY A TESTING AND INSPECTING AGENCY CONTACT, OR IN AREA OF HIGH RELATIVE HUMIDITY. JACKSONVILLE BEACH, FL AND REMEDIAL WORK SHALL BE AT CONTRACTOR'S EXPENSE. RECOMMENDED BY MANUFACTURER. " C FOR OTHER CONCRETE SURFACES. ACCEPTABLE TO AUTHORITIES.HAVING JURISDICTION. 2. FASTENERS: SIZE AND TYPE INDICATED. WHERE ROUGH PROVIDE FASTENERS WITH A HOT DOP ZINC COATING 32250 C. LUMBER: CARPENTRY IS EXPOSED TO WEATHER, IN GROUND PER ASTM A 153 OR OF TYPE 304 STAINLESS STEEL. 2. DO NOT INTERRUPT EXISTING UTILITIES SERVING FACILITIES A. INSTALLATION: 2. SET WATER STOPS WHERE INDICATED TO ENSURE JOINT CONTACT,OR IN AREA OF HIGH RELATIVE HUMIDITY. E. Info@MaccoArchitects°com OCCUPIED BY OWNER. PROVIDE ALL TEMPORARY UTILITY SERVICES WATER TIGHTNESS. F PH. 904, 249-ARCH (2724) PROVIDE FASTENERS WITH A HOT DIP ZINC COATING PER I. POWER DRIVEN FASTENERS: CABO NER- 1. DIMENSION LUMBER: THE FOLLOWING GRADES PER "� WITHIN CONTRACT. 1. PREPARE SURFACES AND APPLY TREATMENT AT RATES AND ASTM A 153 OR OF TYPE 304 STAINLESS STEEL. 272. www,MACCOARCHITECTS.com CONCENTRATIONS RECOMMENDED IN MANUFACTURE'S 3. PLACE VAPOR RETARDER ON PREPARED SUB GRADE, INSPECTION AGENCY INDICATED: WRITTEN INSTRUCTIONS. WITH JOINTS LAPPED 6 I CHES (150MM)AND SEALED. EXECUTION: WOOD ROOF TRUSSES (PER ENGINEERING DWGS.) B. MATERIALS: I. NON-LOAD BEARING INTERIOR PARTITIONS: STANDARD A. INSTALLATION: 2.APPLY TERMITE CONTROL TO ALL AREAS OF NEW 4.ACCURATELY POSITI N, SUPPORT, AND SECURE STUD OR#3 GRADE MIXED SOUTHERN PINE: SPIB. A. SECTION REQUIREMENTS: 1. SATISFACTORY SOIL; ASTM D 2487 SOIL CLASSIFICATION GROUPS CONSTRUCTION. REINFORCEMENT. OTHER THAN NON LOAD BEARING PARTIIONS: 1. FIT ROUGH CARPENTRY TO OTHER CONSTRUCTION; , F GW, GP, GM, SW, SP, AND SM. FREE OF ROCK OR GRAVEL. LARGER IL FRAMING SCRIBE AND COPE FOR ACCURATE FIT. CORRELATE 1. ENGINEER, FABRICATE AND ERECT METAL PLATE / THAN 2"(50MM) IN ANY DIMENSION, DEBRIS, WASTE, FROZEN 3. POST SIGNS IN AREAS OF APPLICATION WARNING WORKERS 5. INSTALL CONSTRUCTION, ISOLATION,AND CONTROL CONSTURCTION OR#2 GRADE: 'SOUTHERN PINE SPIB. LOCATION OF FURRING, BLOCKING, AND SIMILAR CONNECTED WOOD TRUSSES TO WITHSTAND DESIGN JOINTS. SUPPORTS TO ALLOW ATTACHMENT OF OTHER LOADS WITHOUT EXCEEDING DEFLECTION LIMITS OF + MARK W. MAGC47 MATERIALS,VEGETATION, OR OTHER DELETERIOUS MATTER. THAT SOIL TERMITICIDE TREATMENT HAS BEEN APPLIED. III. EXPOSED FRAMING SELEC7STRUCTURAL GRADE HAND !-• REMOVE SIGNS WHEN AREAS ARE COVERED BY OTHER CONSTRUCTION. ANSI/TPI 1, "NATIONAL DESIGN STANDARD FOR METAL 2, UNSATISFACTORY SOIL;ASTM D 2487 SOIL CLASSIFICATION CONSTRUCTION. 6. PLACE CONCRETE IN CONTINUOUS OPERATION AND SELECTED: SOUTHERN PINE: SPIB. PLATE CONNECTED WOOD TRUSS CONSTRUCTION." GROUPS GC SC ML,MH, CL, CH, OL, OH,AND PT. CONSOLIDATE USING MECHANICAL VIBRATING EQUIPMENT. 2SECURELY ATTACH ROUGH CARPENTRY WORK TO '•"° ' 3. MICRO LAM BEAMS;';. .LAID UP FROM WOOD STRANDS WITH � t►,�'� `` 4. REAPPLY SOIL TERMITICIDE TREATMENT SOLUTION TO SUBSTRATE BY ANCHORING AND FASTENING AS 2. IN ADDITION TO PRODUCT DATA SUBMIT SHOP 7. PROTECT CONCRETE FROM PHYSICAL DAMAGE OR EXTERIOR TYPE ADHESIVE COMPLYING WITH ASTM D WITH 3. BACKFILL AND FILL; SATISFACTORY SOIL MATERIALS. AREAS DISTURBED BY SUBSEQUENT EXCAVATION OR OTHER INDICATED, COMPLYING WITH THE FOLLOWING: DRAWINGS AND STRUC}TURALANALYSIS DATA, SIGNED ,' ( CONSTRUCTION ACTIVITIES FOLLOWING APPLICATION. REDUCED STRENGTH DUE TO WEATHER EXTREMES GRAIN OF STRANDS PARALLEL TO THEIR LENGTHS. AND SEALED BY A QUALIFIED PROFESSIONAL ENGINEER 4. SUBBASE: NATURALLY OR ARTIFICIALLY GRADED MIXTURE OF DURING MIXING, PLACING, AND CURING. 3. WOOD BASED STRUCTURAL USE PANEL ROOF ENGAGED BY THE FABRICATOR WHO IS REGISTERED IN NATURAL OR CRUSHED GRAVEL, CRUSHED STONE,AND NATURAL OR 5. MASSEY TO PROVIDE TERMITE TREATMENT. 1. EXTREME FIBER STRESS IN BENDING: 2900 PSK20 SHEATHING SHALL BE RATED FOR EXPOSURE#1. HAVE A FLORIDA. CRUSHED SAND,ASTM D 2940, WITH AT LEAST 95 PERCENT PASSING 8. FORMED SURFACE FINISH: SMOOTH FORMED FINISH MPa) FOR 12" NOMINAL (286MM ACTUAL)DEPTH MEMBERS. MINIMUM NOMINAL THICKNESS OF 19/32"AND SHALL BE A 1-1/2" (38MM) SIEVE. FOR CONCRETE EXPOSED TO VIEW, COATED, OR II. MODULUS OF ELASTICITY: 2,000,000 PSI (13,800 CONTINUOUS OVER TWO OR MORE SPANS WITH FACE 3. ENGAGE A FABRICATOR WHO PARTICIPATES IN A COVERED BY WATERPROOFING OR OTHER DIRECT MPa). GRAIN PERPENDICULAR TO SUPPORTS. SPAN RATING RECOGNIZED QUALITY,ASSURANCE PROGRAM THAT 5. BEDDING: SUBBASE MATERIALS WITH 100 PERCENT PASSING A 1" APPLIED MATERIAL; ROL GH FORMED FINISH ELSEWHERE. III. FY=285 PSI. PANEL IDENTIFICATION INDEX IS 32/16. MAXIMUM SPAN IF INVOLVES INSPECTION,BY AN INDEPENDENT INSPECTING (25MM)SIEVE AND NOT MORE THAN 8 PERCENT PASSING A NO. 200 CAST IN PLACE CONCRETE BLOCK OR OTHER EDGE SUPPORTS IS 32". MAXIMUM SPAN AND TESTING AGENCY ACCEPTABLE TO AUTHORITIES (0.075MM) SIEVE. 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. A. SECTION REQUIREMENTS: SURFACES TO RECEIVE MORTAR SETTING BEDS. FLOAT GRADED LUMBER FLANGES AND WOOD BASED STRUCTURAL CDX. 6. DRAINAGE FILL; WASHED, EVENLY GRADED MIXTURE OF CRUSHED FINISH SURFACES FOR I qTERIOR STEPS, RAMPS AND USE PANEL WEBS WITH EXTERIOR TYPE ADHESIVE 4. COMPLY WITH ANSI/TPI 1; TPI HIB, "COMMENTARY AND _-- STONE OR CRUSHED OR UNCRUSHED GRAVEL,ASTM D 448, SIZE 57, 1. SUBMIT PRODUCT DATA. SURFACES TO RECEIVE WATERPROOFING, ROOFING OR COMPLYING WITH ASTM D 2559. I. 8D RING SHANK NAILS AT 6"TYPICAL. RECOMMENDATIONS FOR HANDLING INSTALLING & WITH 100 PERCENT PASSING. A 1-1/2"(38MM) SIEVE AND NOT MORE OTHER DIRECT APPLIED MATERIAL. TROWELED FINISH BRACING METAL PLATE CONNECTED WOOD TRUSSES' THAN 5 PERCENT PASSING A N0. 8 (2.36MM) SIEVE. 2. COMPLY WITH ASTM FOR FLOOR SURFACES AND FLOORS TO RECEIVE FLOOR I. STRUCTURAL CAPACITIES: ESTABLISH AND C-94, ACI-301, "SPECIFICATIONS FOR II. AT GABLE ENDS, USE 8D RING SHANK NAILS AT AND AFPA'S"NATIONAL DESIGN SPECIFICATION FOR " ACI-318 "BUILDING COVERINGS, PAINT, OR OTHER THIN FILM FINISH COATINGS. MONITOR STRUCTURAL CAPACITIES ACCORDINGfO 4"O.C. TYPICAL FOR FIRST THREE TRUSSES. WOOD CONSTRUCTION"AND IT'S"SUPPLEMENT". STRUCTURAL CONCRETE FOR BUILDINGS"; TROWEL AND FINE BROOM FINISH FOR SURFACES TO ASTM D 5055. MARK MACCO, AIA CODE REQUIREMENTS FOR STRUCTURAL CONCRETE";AND RECEIVE THIN SET TILE. NON SLIP BROOM FINISH TO CRSI'S "MANUAL OF STANDARD PRACTICE". 4. NAILING AT WINDOWS: WIDTH 6-3"OR SMALLER, USE (2) 5. COMPLY WITH THE FOLLOWING: N GARB EXTERIOR CONCRETE P TFORMS, STEPS,AND RAMPS. 5. REFER TO STRUCTURAL ENGINEERING PLANS AND .097"-X2" LONG NAILS AT 16" O.C. FOUR SIDES. C. EARTHWORK: 3. ENGAGE A QUALIFIED INDEPENDENT TESTING AGENCY TO SPECIFICATIONS. WWL TOP CHORD..........20psf FLORIDA REGISTRATION; #AR96004 TEST CONCRETE MIXES. *CONCRETE FINISH TO E GROUND AND POLISHED. 5. NAILING AT SLIDING GLASS DOORS: USE (2) .097-X2" BOTTOM CHORD..............5psf 1. PROTECT SUB GRADES AND FOUNDATION SOILS FROM SOFTENING SIX STEP PROCESS TO 600 GRIT FINISH. LONG NAILS AT 16"O.C. TOP AND BOTTOM AND AT FIXED AND DAMAGE BY WATER, FREEZING TEMPERATURES, OR FROST. PRODUCTS: °' ' JAMB. WDL TOP CHORD..........20psf NO. Description Date 10. UNIFORMLY SPREAD 25 LB/100 SQ. FT. (1.5 KG/SQ. M.) BOTTOM CHORD..............5psf 2. EXCAVATE TO SUB GRADE ELEVATIONS REGARDLESS OF A. MATERIALS: OF DAMPENED NON SLI AGGREGATE OVER FLOAT CHARACTER OF MATERIALS AND OBSTRUCTIONS ENCOUNTERED. FINISHED PAVING SURFACE. TAMP AND EXPOSE NON SLIP E. PANEL PRODUCTS: - WIND TOP CHORD.....110 MPH 1. DEFORMED REINFORCING BARS; ASTM A-615, GRADE 60 (ASTM TOP CHORD OF TRUSSES TO BE#2 AGGREGATE. 3. EXCAVATE FOR STRUCTURES, BUILDING SLABS, PAVEMENTS AND 1. DEF , GRADE 420). 1. WOOD BASED STRUCTURAL USE PANELS: DOC PS 2. MISCELLANEOUS CARPENTRY SOUTHERN PINE. WALKWAYS. TRIM SUB GRADES TO REQUIRE LINES AND GRADES. 2. WELDED STEEL WIRE FABRIC; ASTM A-185, FLAT SHEETS, NOT 11. APPLY DRY SHAKE COLOR HARDENER TO FLOAT PROVIDE PLYWOOD COMPLYING WITH DOC PSI,WHERE ROLLS. 6X6, #10/#10. FINISHED SURFACE, REPEATING FLOAT FINISHING TO PLYWOOD IS INDICATED. PRODUCTS: PRODUCTS: 4. UTILITY TRENCHES: EXCAVATE TRENCHES TO INDICATED SLOPES, EMBED EACH APPLICATION. APPLY FINAL TROWEL FINISH. LINES, DEPTHS,AND INVERT ELEVATIONS. MAINTAIN 12" (300MM) OF I. FACTORY MARK PANELS EVIDENCING COMPLIANCE WITH A. LUMBER: 3. PORTLAND CEMENT; ASTM C-150, TYPE 1. A. MATERIALS: WORKING CLEARANCE ON EACH SIDE OF PIPE OR CONDUIT. 12. CURE FORMED SURFACES BY MOIST CURING UNTIL GRADE REQUIREMENTS. o FORMS ARE REMOVED. 1. INTERIOR PARTITION FRAMING: STANDARD STUD, OR#3 4. FLY ASH; ASTM C-618, TYPE F. MAX. 20% OF TOTAL CEMENT& 1. DIMENSION LUMBER: COMPLY WITH DOC PS 20, I. PLACE, COMPACT,AND SHAPE BEDDING COURSE TO FLY ASH. II. PANELS WITH SPAN RATINGS REQUIRED BY SUPPORT GRADE: MIXED SOUTHERN PINE; SPIB. PROVIDE CONTINUOUS SUPPORT FOR PIPES AND CONDUITS 13. BEGIN CURING UNFORMED CONCRETE AFTER SPACING INDICATED. "AMERICAN SOFTWOOD LUMBER STANDARD",ANY LY ORMECHANICALLY. OVER ROCK AND OTHER UNYIELDING BEARING SURFACES FINISHING. KEEP CONCRETE CONTINUOUSLY MOIST FOR 2. OTHER FRAMING: CONSTRUCTION OR#2 GRADE: SPECIES, GRADEDVISUAL AND TO FILL UNAUTHORIZED EXCAVATIONS. 5.AGGREGATE, ASTM C-03, CLASS 4S. AT LEAST SEVEN DAYS. III. COMBINATION SUB FLOOR UNDERLAYMENT: APA SOUTHERN PINE SPIB. 2. CONNECTOR PL41 ES:"xSTRUCTURAL QUALITY STEEL RATED STURD-I-FLOOR, EXPOSURE 1. 6. FIBER REINFORCEMENT; ASTM C-1116, TYPE III, ENGINEERED SHEET, ZINC COATEI,), COMPLYING WITH ASTM A-653, II. PLACE AND COMPACT INITIAL BACK FILL OF SATISFACTORY 14. OWNER WILL ENGAG A TESTING AGENCY TO 3. EXPOSED BOARDS: MATCH EXISTING. _ GRADE 33 G60 ASTM A-653M, GRADE 230, Z180) COATING SOILED MATERIAL OR SUBBASE MATERIAL, FREE OF POLYPROPYLENE,FIBES. PERFORM TESTS AND T SUBMIT TEST REPORTS. IV. SUB FLOORING: APA°RATED SHEATHING, EXPOSURE 1. 'DESIGNATION;AT LEAST 0.0359"(0.91 MM)THICK. PARTICLES LARGER THAN 1"(25MM)TO A HEIGHT OF 12" 7.AIR-ENTRAINING ADM,'5' TUBE; ASTM C-260. 4. CONCEALED BOARDS: MIXED SOUTHERN PINE,#2. 300MM OVER THE UTILITY PIPE OR CONDUIT. PLACE AND i - ( ) _ 15. PROTECT CONCRET FROM DAMAGE. REPAIR V. WALL SHEATHING: APA RATED STRUCTURAL 1 3. FASTENERS: HOT DOR GALVANIZED PER ASTM A-153 COMPACT FINAL BACKFILL OF SATISFACTORY SOIL SURFACE DEFECTS INC CONCRETE. SHEATHING, EXPOSURE 1. 5. MISCELLANEOUS LUMBER:#3 ORSTANDARD GRADE OF 8. CHEMICAL ADMIXTURE; ASTM C-494. ANY SPECIES FOR HAILERS, BLOCKING AND SIMILAR OR STAINLESS STEEL,TYPE 304 OR 316, WHERE EXPOSED MATERIAL TO FINAL SUBGRADE. =- TO WEATHEROR'TO HIGH RELATIVE HUMIDITIES. SIZE 9. WATER STOPS; FLAT DUMBBELL OR CENTER BULB TYPE, OF Vi. ROOF SHEATHING: APA RATED STRUCTURAL I MEMBERS. AND TYPE INDICATED. 5. PLOW STRIP OR BREAK UP SLOPED SURFACES STEEPER THAN ONE EITHER RUBBER(CRD C-513) OR PVC (CRD C-572) SHEATHING, EXTERIOR. . VERTICAL TO FOUR HORIZONTAL TO RECEIVE FILL. B. INTERIOR WOOD TRIM: 4. METAL FRAMING ANCHORS: MANUFACTURED FROM 10. VAPOR RETARDER; CLEAR 6-MIL-(0.2MM)THICK VII. PLYWOOD UNDERLAYMENT FOR RESILIENT FLOORING: HOT DIP, ZINC COATEDSTEEL SHEET COMPLYING WITH 6. WHEN SUBGRADE OR EXISTING GROUND SURFACE TO RECEIVE FILL APA B-C UNDERLAYMENT EXTERIOR PLYWOOD PANELS 1. SOFTWOOD TRIM: EASTERN WHITE, IDAHO WHITE, ASTM A-653 G60 ASTM A-653M Z180 COATING HAS A DENSITY LESS THAN THAT REQUIRED FOR FILL, BREAKUP POLYETHYLENE. WITH FULLY SANDED FACE. LODGE POLE PONDEROSA OR SUGAR PINE; GRADE B & ( ) GROUND SURFACE, PULVERIZE, MOISTURE-CONDITION OR AERATE ROUGH CARPENTRY •� 3 s, BETTER, SELECT OR SUPREME. � DESIGNATION; STRUCTURAL, COMMERCIAL,OR LOCK 11. LIQUID MEMBRANE-FORMING CURING COMPOUND; ASTM FORMING QUALITY,AS STANDARD WITH MANUFACTURER SOIL,AND RE-COMPACT. C-309, CLEAR, TYPE 1, CLASS B WATERBORNE. A. SECTION REQUIREMENTS: VIII. PLYWOOD UNDERLAYMENT FOR CERAMIC TILE: APA FOR TYPE OF ANCHOR INDICATED. 1. SUBMIT MODEL CODE EVALUATION REPORTS FOR RATED UNDERLAYMENT GRADE EXTERIOR PLYWOOD, 5/8" 2. WOOD MOLDING PATTERNS: STOCK MOLDINGS 7. PLACE BACK FILL AN FILL IN LAYERS NOT MORE THAN 8" (200MM) IN 12. NONSLIP AGGREGATE; FACTORY PRODUCED, RUSTPROOF, ENGINEERED WOOD PRODUCTS. (15.9MM)THICK. INDICATED, MADE TO PATTERNS INCLUDED IN WMMPA WM LOOSE DEPTH AT 0 I M MOISTURE CONTENT. COMPACT EACH 7 AND GRADED UNDER WMMPA WM 4; "N"GRADE FOR SHEPARD T NT LAYER UNDER STRU ES, BUILDING SLABS, PAVEMENTS AND NON GLAZING, FUSED ALUMINUM OXIDE GRANULES OR CRUSHED PRODUCTS: EMERY, UNAFFECTED BY FREEZING MOISTURE, AND CLEANING IX. PLYWOOD UNDERLAYMENT FOR CARPET: APA TRANSPARENT FINISH. R WALKWAYS TO 95 P MATERIALS. A. LUMBER, GENERAL: RC NT OF MAXIMUM DRY DENSITY ACCORDING UNDERLAYMENT EXPOSURE 1 PLYWOOD PANELS WITH TO ASTM D1557; ELS W ERE TO 90 PERCENT FULLY SANDED FACE. 3. CLOTHES RODS; (1) 1/2"(38MM) DIAMETER, CLEAR, KILN 13. DRY SHAKE COLOR HARDENER; PACKAGED DRY 1. DRESSED LUMBER S S 19% MAXIMUM MOISTURE DRIED HARDWOOD RODS. 8. GRADE AREAS TO A SMOOTH SURFACE TO CROSS-SECTION, LINES, 2. PARTICLE BOARD UNDERLAYMENT: ANSI A208.1 GRADE �B. FABRICATION: _ ' RESIDENCE AND ELEVATIONS INDICATED. GRADE LAWNS, COMBINATION OF MATERIALS CONSISTING OF PORTLAND CONTENT FOR 2" (38MM)THICKNESS OR LESS MARKED WITH WALKWAYS ANDPBU. C. PANEL PRODUCTS: ° UNPAVED SUB GRADES TO TOLERANCES OF PLUS OR MINUS 1-1/4" CEMENT, GRADED QUARTZ AGGREGATE, NON FADING MINERAL GREADE STAMP OF INS ECTION AGENCYTRUSSES WITHIN MANUFACTURING OXIDE COLORING PIGMENTS,AND PLASTICIZING ADMIXTURE TOLERANCES OF ANSI/TPI 1 AND CONNECT TRUSS (32MM)AND PAVEMENTS AND AREAS WITHIN BUILDING LINES TO PLUS 3. HARD BOARD UNDERLAYMENT: ANSI/AHA Al 35.4, CLASS 1. WOOD BASED STRUCTURAL USE PANELS: DOC PS 2. - (13MM). COLOR AS FOR AS SELECTED BY ARCHITECT. B. TREATED MATERIALS: 4 SERVICE. S1 S WITH BACK SIDE SANDED. PROVIDE PLYWOOD COMPLYING WITH DOC PSI, WHERE MEMBERS BY METAL'CONNECTOR PLATES. OR MINUS 1/2 14. FOR ALL EXTERIOR WALKS USE DRY SHAKE COLOR 1. PRESERVATIVE TREATED MATERIALS;AWPA C2 LUMBER PLYWOOD IS INDICATED. 2.�CONTRACTOR RESPONSIBLE TO VERIFY ALL TRUSS SIZES A 9. UNDER PAVEMENTS AND WALKWAYS, PLACE SUB BASE COURSE 4. FIBER BOARD SHEATHING: ANSI/AHA A194.1, TYPE IV, HARDENER U.N.O. IN PLACE OF PLAIN CONCRETE. AND AWPA, C9 PLYWOOD, BY AN INSPECTION TO FIT AS BUILT JOB CONDITIONS. MATERIAL ON PREPARED SUB GRADES AND COMPACT AT OPTIMUM AGENCY APPROVED BY LSC'S BOARD OF REVIEW. AFTER CLASS 1, \ I INCH (13MM) THICK. I. FACTORY MARK PANELS EVIDENCING WITH MOISTURE CONTENT TO REQUIRED GRADES, LINES, CROSS-SECTION GRADE REQUIREMENTS. GENERAL NOTES I. COMPRESSIVE STRENGTH: 2500 PSI (17.3 MPA)AT 28 TREATMENT, KILN DRY LUMBER AND PLYWOOD T019 AND A. INSTALLATION: AND THICKNESSES. DAYS. 15% MOISTURE CONTENT, RESPECTIVELY. TREAT INDICATED 5. GYPSUM SHEATHING BOARD: ASTM C-79, WATER RESISTANT CORE. 11. MISCELLANEOUS CONCEALED PANELS: APA ITEMS AND THE FOLLOWING: 1. INSTALL AND BRACE TRUSSES ACCORDING TO 10. UNDER SLABS-ON-GRADE PLACE DRAINAGE FILL ON PREPARED RATED SHEATHING EXPOSURE 1 SPAN RATING TO 11. SLUMP LIMIT: 4" (100MM)AT POINT OF PLACEMENT. RECOMMENDATIONS OF TPI. SPACE TRUSSES AS SUB GRADE AND COMPACT TO REQUIRE CROSS-SECTION AND I. WOOD MEMBERS IN CONNECTION WITH ROOFING, 6. GLASS FIBER SURFACED GYPSUM SHEATHING BOARD: SUIT FRAMING IN EACH LOCATION. INDICATED; INSTALL PLUMB, SQUARE,AND TRUE TO LINE; THICKNESS. ASTM C-79, WATER RESISTANT CORE SURFACED ON FACE III. WATER CEMENT RATIO: 0.45 MAX AT POINT OF FLASHING, VAPOR BARRIERS AND WATER AND SECURELY FASTEN TO SUPPORTING CONSTRUCTIONPro. ect Number PLACEMENT. PROOFING. AND BACK WITH GLASS FIBER MATS AND ALKALI III. MISCELLANEOUS EXPOSED PLYWOOD: A-D � 2014008 11.ALLOW TESTING AGENCY TO INSPECT AND TEST EACH SUB GRADE RESISTANT COATING. INTERIOR, THICKNESS AS INDICATED. 2. ANCHOR TRUSSES SECURELY AT ALL BEARING POINTS Date AND EACH FILL OR BACK FILL LAYER AND VERIFY COMPLIANCE WITH 02/09/2015 IV. AIR CONTENT: 5.5 TO 7.0 PERCENT FOR CONCRETE II. CONCEALED MEMBERS IN CONTACT WITH USING METAL FRAMING ANCHORS AND FASTEN SECURELY. REQUIREMENTS. EXPOSED TO FREEZING AND THAWING, 2 TO 4 PERCENT MASONRY OR CONCRETE. 7. EXTRUDED CELLULAR POLYSTYRENE SHEATHING: ASTM 2. PARTICLE BOARD; COMPLY WITH AND FACTORY MARK C-578 TYPE IV WITH T&G SHIP LAP LONG EDGES. EACH PANEL ACCORDING TO ANSI A208.1. PARTICLE Drawn By Author ELSEWHERE 3. SECURELY CONNECT EACH TRUSS PLY REQUIRED FOR 12. REMOVE SURPLUS SATISFACTORY SOIL AND WASTE MATERIAL, III. WOOD FRAMING MEMBERS LESS THAN 18 BOARD UNDERLAYMENT: GRADE PBU. FORMING BUILT UP GIRDER TRUSSES. ANCHOR TRUSSES Checked By MWM INCLUDING UNSATISFACTORY SOIL, TRASH AND DEBRIS, AND LEGALLY 15. REFER TO STRUCTURAL ENGINEERING PLANS AND INCHES (460MM) BOVE GRADE. 8. POLYISOCYANU RATE FOAM SHEATHING: FS HH-1-1972/1, TO GIRDER TRUSSES. DISPOSE OF IT OFF OWNER'S PROPERTY. SPECIFICATIONS. CLASS 1 OR 2; WITH ALUMINUM FOIL FACINGS. FOAM IV. WOOD FLOOR PLATES INSTALLED OVER PLASTIC CORE AND FACINGS SHALL HAVE FLAME SPREAD CONCRETE SLAB DIRECTLY IN CONTACT WITH OF 25 OR LESS, WHEN TESTED INDIVIDUALLY. (CONTINUED ON NEXT SHEEl�.... EARTH. 101 a LO ri N L0 Scale N N MARK MACCO A R C WOOD ROOF TRUSSES, CONTINUED... EXECUTION: PROJECT GENERAL NOTES: TS1 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 TOL476 OSCEOLA AVENUE MEMBERS BY METAL CONNECTOR PLATES. SURVEY THE EXISTING JOB CONDITIONS TO VERIF THEM. HOURS. FRANCES OF ANSI/TPI 1 AND CONNECT TRUSS FOR GRADE SPECIFIED. JACKSONVILLE BEACH FL 2. INSTALL WOODWORK LEVEL, PLUMB, TRUE AND 2. THE GC SHALL VERIFY ALL DIMENSIONS IN THE F ELD. 18.ALL FAUCETS AND SHOWER HEADS TO BE FLOW 32250 2. CONTRACTOR RESPONSIBLE TO VERIFY ALL TRUSS STRAIGHT. SHIM AS REQUIRED WITH CONCEALED SHIMS. DIMENSIONS TAKE PRIORITY OVER SCALE, DIRECT[DIN TO RESTRICTING (NOT TO EXCEED 2.75 GPM). E: Info@MaccoArchi tects,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) FOR LEVEL AND INSTALLATION: PLUMB. SCALE AND ALIGNMENT, BUILDING SET BACKS AND HEIGHT 19. PROVED AN INSULATION BLANKET(R-12)AROUND ALL A. LIMITS. WATER HEATERS. (NOTE NOT USED). www,MACCOARCHITECTS,com ' 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 EXECUTIO OF ANY LINE;AND SECURELY FASTEN TO SUPPORTING 4. INSTALL TRIM WITH MINIMUM NUMBER OF JOINTS WORK. 21. GAS COOKING APPLIANCES SHALL HAVE ELECTRIC PILOTS. � OF �, CONSTRUCTION. POSSIBLE, USING FULL LENGTH PIECES TO THE GREATEST ��.'� rQ EXTENT POSSIBLE. STAGGER JOINTS IN ADJACENT AND 4. REFER TO THE STRUCTURAL DRAWINGS FOR AL 22.ALL TOILETS TO BE LOW WATER VOLUME USAGE TYPE. Co MARK W. MACCO7 01 2. ANCHOR TRUSSES SECURELY AT ALL BEARING RELATED MEMBERS. STRUCTURAL SIZES AND INFORMATION. ALL DIMENSIONS POINTS USING METAL FRAMING ANCHORS AND FASTEN SHOWN IN THE ARCHITECTURAL DRAWINGS ARE FOR 23. THIS SET OF CONTRACT DOCUMENTS INCORPORATES v C) SECURELY. MASONRY. LOCATION PURPOSES ONLY. HURRICANE AND/OR STRUCTURAL CALCULATIONS,AND ENERGY USE CALCULATIONS (BY OTHERS). PAID FOR BY 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 ADDITION TO ALL CODES, (FEDERAL, � Q► TRUSSES TO GIRDER TRUSSES. A. SECTION REQUIREMENTS: STATE AND LOCAL REGULATIONS). 24.ALL EXTERIOR WINDOWS ARE PER ENERGY NOTE: THE TRUSS LAYOUT SHOWN ON THE DRAWINGS 6. THE BUILDING SHALL COMPLY WITH ALL CURRENT CALCULATIONS. 1. MINIMUM COMPRESSIVE STRENGTH OF BLOCK SHALL ENERGY r- - - - - - - - - - - - - - - - - - MAY BE ALTERED BY THE TRUSS SUPPLIER PROVIDED BE 2000 PSI (NET AREA). REQUIREMENTS AND CALCULATIONS. 25.ARCHITECT IS HERE BY GIVEN ACCESS TO MAKE THAT THE ENGINEER OF RECORD IS NOTIFIED OF ANY I PHOTOGRAPHS,VIDEOS, IMAGES ETC. OF PROJECT. I ".... REVISIONS TO THE ROOF SUPPORT LOCATIONS. IF THE 2. MINIMUM PRISM STRENGTH (F-M) SHALL BE 1500 PSI, 7. THE GC SHALL ENSURE THAT EXISTING WORK ON THE SITE I PROMOTE AND PUBLISH SUCH IMAGES AND ARTICLES IN A I , TRUSS SUPPLIER MAKES REVISIONS WITHOUT U.N.O. IS PROTECTED AT ALL TIMES,AND SHALL REPLACE DAMAGED I FREE AND UNRESTRICTED MANNER. INCLUDING BUT NOT 1 NOTIFICATION TO THE ENGINEER, THE TRUSS SUPPLIER WORK TO THE SATISFACTION OF THE OWNER. 1 LIMITED TO ALL DIGITAL MEDIA SUCH AS THE INTERNET OR , OWNER INITIAL, w ASSUMES FULL RESPONSIBILITY FOR THE STRUCTURAL 3. MORTAR FOR MASONRY SHALL BE TYPE "S"OR"M". HARD COPY PRINTED MATERIAL. PLACE T-0"X 4-0 OR SIZE DESIGN TO THE SUBSTRUCTURE, INCLUDING WALLS, 8. THE GC SHALL BE RESPONSIBLE FOR THE DESIGN, 1 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, I ARCHITECT. THIS INCLUDES ALL OF THE INTERIOR AS WELL AS 1 COMPRESSIVE STRENGTH OF 3000 PSI AT 28 DAYS. ELECTRICAL, PLUMBING AND FIRE PROTECTION WO 1K. THIS THE EXTERIOR OF THE PROJECT. INCLUDES ANY DRAWINGS, SHOP DRAWINGS, DETAILS GENERAL DESIGN CRITERIA: CALCULATIONS ETC. THAT MAY BE REQUIRED TOPROPERLY 26. ONE NOTE ON ONE DRAWING MAY BE APPLICABLE TO ALL EXTERIOR ARCHITECTURAL WOODWORK 1. DESIGN WIND SPEED -- 140 MPH, IMPORTANCE EXECUTE THIS WORK, DRAWINGS. MARK MACCO,O, AIA A. SECTION REQUIREMENTS: FACTOR=1.05 9. THE GC SHALL NOT MAKE ANY DESIGN DECISION WITHOUT 27. THE ARCHITECT IS THE FINAL INTERPRETER OF THE - N CAR B FIRST CONSULTING MARK MACCO, AIA. DRAWINGS AND ANY DISCREPANCIES THERE IN. 1. SUBMIT SHOP DRAWINGS. 2. SECOND FLOOR LIVE LOAD=40 PSF. ROOF LIVE LOAD FLORIDA REGISTRATION: #AR96004 = 20 PSF. 10. NOTIFY THE ARCHITECT PRIOR TO PLACEMENT F ALL 28. ON REMODELS,ALL MATERIALS, TEXTURES AND COLORS 2. QUALITY STANDARD: ARCHITECTURAL VENTS AND DIFFUSERS TO ENSURE PROPER PLACE ENT. 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, MECHAN CAL AND COLORS ARE TO MATCH NEIGHBORHOOD ASSOCIATION p EQUIPMENT, PLUMBING 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 LOCAT ON 1. HARDBOARD: AHA Al 35.4 FIELD 4" EDGE 1-1/4" 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 (2) SPACES MIN.AS SPARE ON ALL ELECTRICAL II. LOCATIONS, QUANTITIES AND CODE PANELS. UPC#081-099-003974. COMPLIANCE OF ALL ELECTRICAL, MECHANICAL, 30. POWER BILLS PAID BY CONTRACTOR. 3. PRESERVATIVE TREATMENT: COMPLY WITH PLUMBING AND FIRE PROTECTION DEVICES ARE THE NWWDA I.S.4 FOR ITEMS INDICATED TO RECEIVE 7. GENERAL CONTRACTOR SHALL VERIFY LOCATION OF SOLE RESPONSIBILITY OF THE GC. 31. WATER BILLS PAID BY CONTRACTOR. IMPORTANT : WATER REPELLENT PRESERVATIVE TREATMENT. ALL MECHANICAL LINES BEFORE CASTING FOUNDATIONS III. ANY RELOCATION'S,ADDITIONS OR 33. CONTRACTOR MUST ARCHITECT PRIOR TO USE OR CAST PROTECTION AROUND LINES AS REQUIRED. THE CONTRACTOR IS SOLELY.RESPONSIBLE FOR BIDDING 4. FASTENERS FOR EXTERIOR WOODWORK: HOT DIP 3 INDICATIONS TO BE MADE IN THE MECHANICAL, OF ANY PHOTOS, IMAGES OR REFERENCE OF ANY KIND FOR THE PLANS FOR ALL CHANGES UP TO THE DAY THE PLANS GALVANIZED STEEL NAILS. 8. CONTRACTOR TO HAVE SURVEYORS TO SCOOT LINES ELECTRICAL, PLUMBING AND FIRE PROTECTION MARKETING PURPOSES. ARE APPROVED BY THE BUILDING DEPARTMENT BEFORE FOR PLACEMENT OF FOUNDATIONS TO VERIFY THEY ARE SYSTEMS AS REQUIRED BY THE BUILDING F- - - - - - - - - - - - - - - - - - -- INSPECTOR THF CONTRACTOR STARTS ANY CONSTRUCTION. B. EXTERIOR WOODWORK: WITHIN GOVERNMENT SET BACKS &GOVERNMENT INSPECTOR OF REGULATORY AGENCIES, OR 1 34. CONTRACTOR MAY PROVIDE SIGNAGE AT THE JOB SITE �'' VISIBLE EXISTING CONDITIONS SHALL BE 1 AS A CONTRACTOR, BUT MAY NOT IMPLY BY SIGNAGE OR UTILITY EASEMENTS. 1 1. COMPLETE FABRICATION BEFORE SHIPPING TO PERFORMED BY THE GC AT NO ADDITIONAL MARKETING ANY ARCHITECTURAL DESIGN INVOLVEMENT IN EXPENSE TO THE OWNER. ALL EXISTING I THIS PROJECT. s. I CONTRACTOR INITIAL: . PROJECT SITE TO MAXIMUM EXTENT POSSIBLE. 9.ALL FILL UNDER SLABS AND FOUNDATIONS SHALL BE - - _ _ - - - _ - - - _ VOPYRIGHT, DISASSEMBLE ONLY AS NEEDED FOR SHIPPING AND COMPACTED TO 95% OF MAXIMUM DENSITY(MODIFIED ABANDONED ELECTRICAL, MECHANICAL SY TEMS L- - - - - - - - - - - - - - - _ - - - - - - _ _ _ _ INSTALLING. WHERE NECESSARY FOR FITTING AT A ARE TO BE REMOVED FROM THE JOB SITE. PROCTOR TEST)AT OPTIMUM MOISTURE CONTACT. ` PROJECT SITE, PROVIDE FOR SCRIBING AND TRIMMING. GENERAL NOTES: REPRESENTED BY THESE DRAWINGS ARE OWNED BY AND THE PROPERTY OF MARK MACCO,AIA. THEY WERE I. ASSEMBLE CASINGS IN PLANT, UNLESS 10.THE ARCHITECT IS NOT RESPONSIBLE FOR THE CREATED FOR AND DEVELOPED FOR USE ON AND IN LIMITATIONS OF ACCESS TO PLACE OF COORDINATION, COMPLETENESS, LOCATIONS, OR CONTENT CONNECTION WITH THE SPECIFIED PROJECT. THE IDEAS, INSTALLATION REQUIRE FIELD ASSEMBLY. OF ANY CONSULTANTS OR CONTRACTORS. DESIGNS, DRAWINGS, PLANS AND ARRANGEMENTS OF THE SPECIFIED PROJECT SHALL NOT BE USED BY OR 2. BACK OUT OR GROOVE BACKS OF FLAT TRIM 11.ALL INTERIOR, NON LOAD BEARING PARTITIONS S IALL BE DISCLOSED TO ANY PERSONS, FIRM, OR CORPORATION MEMBERS,AND KERF BACKS OF OTHER WIDE, FLAT COMPRISED OF 2X4, 2X6 WOOD OR METAL STUDS @ 6"O.C. FOR ANY PURPOSE WHATSOEVER WITHOUT THE MEMBERS, EXCEPT FOR MEMBERS WITH ENDS ORAS SHOWN. A AIA PERMISSION OF THE ARCHITECT, MARK MACCO, , EXPOSED IN FINISHED WORK. 12. PAINT: ALL PAINTED SURFACES TO RECEIVE LEVEL FIVE SHEPARD 3. EXTERIOR STANDING AND RUNNING TRIM: PAINT FINISH. OR PRIMER AND TWO COATS. WRITTEN DIMENSIONS IN THESE DRAWINGS SHALL HAVE PREMIUM GRADE, MADE FROM ANY CLOSED GRAIN PRECEDENCE OVER SCALED DIMENSIONS. CONTRACTORS HARDWOOD LISTED IN REFERENCED WOODWORKING 13. ACCESSORY BACK UP PLATES: INSTALL BACK U PLATE SHALL VERIFY AND BENRESPONSIBLE FOR ALL DIMENSIONS STANDARD. GASKETS BEHIND ALL IN-WALL-MOUNTED ACCESSOR ES AS ,DETAILS AND CONDITIONS ON THE JOBS FOR THE RESIDENCE REQUIRED. ARCHITECTS CLARIFICATIONS AND,CORRECTIONS. THE 4. EXTERIOR ORNAMENTAL WORK: PREMIUM GRADE, ARCHITECT IS TO BE NOTIFIED BY THE CONTRACTOR PRIOR MADE FROM ANY CLOSED GRAIN HARDWOOD LISTED 14. WEATHER STRIPPING SHALL BE PROVIDED AT ALL DOORS TO THE CONSTRUCTION OF ANY VARIATIONS OR IN REFERENCED WOODWORKING STANDARD. AND WINDOWS THAT SEPARATE HEATED SPACE FROM ,DISCREPANCY OF THE DIMENSIONS, DETAILS OR UNHEATED SPACE, OR THE BUILDING EXTERIOR. (INC GARAGE CONDITIONS WHICH ARE NOT CLEAR OR SHOWN DOORS AND AT FURNACE CLOSETS.) INFILTRATION SHALL BY THESE DRAWINGS. THE BUILDER SHALL BE 5. EXTERIOR FRAMES AND JAMBS: PREMIUM GRADE, MADE FROM ANY CLOSED GRAIN HARDWOOD LISTED NOT EXCEED .5 CU. FT./MIN./SQ.FT. WITH A PRESSURE: RESPONSIBLE FOR OBTAINING FROM THE ARCHITECT AND IN REFERENCED WOODWORKING STANDARD. DIFFERENCE OF 1.567 PSI (WIND LOAD OF 25 MPH). GOVERNMENTAL AUTHORITIES ALL CLARIFICATIONS AND CORRECTIONSfiO THESE DRAWINGS THAT ARE NOT GENERAL NOTES 6. SHOP PRIME WOODWORK FOR PAINT FINISHES 15.ALL EXTERIOR BUILDING JOINTS SHALL BE FILLED WITH CLEAR OR CORRECT BUT THAT ARE DEEMED NECESSARY WITH ONE COAT OF SPECIFIED WOOD PRIMER. SEALANT. FOR THEPROJECT. I. BACK PRIME WITH ONE COAT OF PRIMER. 16.ALL OPENINGS AT BUILDING ENVELOPE SHALL BE ALKED THE COST OF ALL CLARIFICATIONS AND CORRECTIONS ARE APPLY(2) COATS TO ITEMS INSTALLED OVER AT THE EXTERIOR PERIMETER. NOT THE RESPONSIBILITY OF THE OWNER OR THE Project Number CONCRETE OR MASONRY. ARCHITECT.ALL EXTRAS OR CHANGES INCLUDING COSTS 2014008 SHALL BE APPROVED BY THE OWNER AND THE ARCHITECT Date 7. SHOP SEAL WOODWORK FOR TRANSPARENT PRIOR TO THE CONSTRUCTION OF SAID EXTRAS OR 02/09/2015 FINISHES WITH STAIN (IF REQUIRED), OTHER CHANGES. Drawn By REQUIRED PRETREATMENT,AND FIRST COAT OF Author SPECIFIED FINISH. - -IT IS THE BUILDER'S RESPONSIBILITY TO MAINTAIN A checked By MWM 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 2 INTERPRETER OF THE INTENT OF THE DESIGN.ALLA 102 0- EXISTING SURFACE, OVERHEAD,AND SUBSURFACE CONDITIONS WHICH ARE NOT FORESEEN OR PREDICTED ON THESE DRAWINGS, WHICH MIGHT CAUSE LIABILITY, N COSTS, OBLIGATIONS, OR_DELAYS ARE THE OWNERS r RESPONSIBILITY. scale' N ALL OWNER'S INSTRUCTIONS TO THE CONTRACTOR SHALLBE MADE THROUGH THE ARCHITECT. THE CONTRACTOR IS a' N RESPONSIBLE TO READ EVERY NOTE &SPECIFICATION ON THE, OR REFERRED BY, THESE DRAWINGS . r; MARK MACCO ARCHITECTS I 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects.com PH: 904, 249-ARCH (2724) 1 1 A 401 www.MACCOARCHITECTS.com A 400 731-611 10 C/L 91-611 1 491-911 31-911OF A 301 61-6" 161-411 CO MARK W. MACCO7 C/L .10 "U f"" T-5" 10'-7" 8'-5" C/L 4►, A 96004 STONE VENEER OVER VAPOR ALIGN 2'-0" 21-011 ;0*ip BARRIER AND CMU COLUMN �, y +� 1410M A 3'-10" LOWHEIGHT UJ PARTITIONS 2'-0" M 13'-10" _ 0 of C14 (D 9 \ ��' .. q4>'J�^'L'""" ' 4'-011 GLASS 01MASTER CLOSET ' MASTERBEDROOM °' SHOWER DOOR& c �r = WALL Or---- ----------- 00 110 2C/L v B C G o - ---- o o ao I N C/L A 401 r M MASTER BATH o03 o7 B L---- --------------- -- I PROVIDE LOW HEI HT (ART) B ) ACCESS DOOR.VE IFY IN B 4> (ART B FIELD. _ MARK MACCO AIA C/L 004 aO W 1'-9° URINAL UP I E 1 N B NCARB M Z �� co ER EA LE TE PIN B J N 2 I � `" SON P OL �ECK) 011 A 400 FLORIDA REGISTRATION: #AR96004 O 5'-9 ----- 12'-10--------------- ------5 _4;---- o r - - ------- 6„ T-9" T—7" 2'-5" M FOYER 1 001 E No. Description Date 13'-8" I I HALL 12'-0. 20'-11" 1'-3" T-11" 4" 13'-11" _--2 _2;- ---- B ------ i BO ENTRY 6.. 777 DECK DEPRESS LAB AT ALL SLIDING DOOR LOCATIONS-1.5" vxXx ELECTRIC PAINTED GWB ON Zv 1 PGT RSSLIDING GLASS _ � TANKLESS WOOD FRAMED WALL 1Y 0 o DOORS CHUTELAUND WATER HEATER D = A 300 z� Z .PANTRY 4' GREAT ROOM SHELVING -- 777 Z 1 ; STONE VENEER OVER - W } VAPOR BARRIER AND_. r iV1( CMU COLUMN `}--:'� 2'-0" I I 2 H � W A301 141.9„ C/L h. 4'-10" /L w -- W 1 D Z SUMMER KITCHEN ` ; cV I +7,. -Yir=+ `ae. M. 6' o„ GARAGE r` N o 004 00 017 ' C/L B 6 00 r N T 777 003 N GUEST ROOM .L O° LJ ° ° BO C/L g i B ° B M DW KITCHENS O M i 5'-0" 4'-3" 008 _ N 3'-5" 6'-0" 3'-6" GUEST BATH - C/L C/L 13'-10" 2'-8" 3'-5" 4'-8" ; KITCHEN Cn oe lo z ME C—) I< co SHEPARD ' PAINTED GWB ON " O I WOOD FRAMED WALL O .e" . — ,�..,... �.:..;. ,, _ ...,, ...,... �,...._:,.. ... N.. - _... ...- — .. M ., ....:»a }p� ;_ � �� �' �� -.�'. ,.,fid & ;�., .. ;. ..: �,..,y�..,. ,.,.:. ..,,.. � ,`ar N us `Tn� x.a S.a, e�;�v -.,.§a' a"r� �',i'�'a,`r,.i :'1rr �zt' �y. a � .: _a , m ���: � ��� mak. IQ IQ RESIDENCE 0 0 � �' O O ON N 2._0.. 31_0' 3'-0" / 2 _0„ 1 -4„ 2 -0 1 -4„ 21-0 000 D 22'-3" 6'H GATE AND FENCE M.O. M.O. M.O. 471-8,C/L C/L C/L W 83'-5" FIRST FLOOR PLAN FIRST FLOOR 1 1 1/411 = 11—O" A 400 A 401 �R 2 Project Number 201400$ �OO Date 02/09/2015 WALL LEGEND Drawn By M W M 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" O.C.W/PAINTED HARDI-LAP SIDING ON z> WALL TYPE B-2x4 WOOD STUDS @ a 24"O.C.W/1/2"GWB BOTH SIDES EXTERIOR AND 1/2"GWB ON INTERIOR. 200 ti Graphic Scale` 1 inch=4 feet ZIP-WALL SYSTEM � � ® WALL TYPE C-2x4 WOOD STUDS @ N 24"O.C.W/1/2"GWB BOTH SIDES, N 0 4' 8' 12' 16' 81-01'H. NORTH Seale 1/4" = 1,_0„ N N MARK MACCO ARCHITECTS 1 1 JACKKSONV76 VILA AVENUE IL E BEACH, FL i A 400 A 401 32250 E: Info@MaccoArchitects.com PH: 904, 249-ARCH (2724) www.MACCOARCHITECTS,com 63'-11" I 2'-6" 32'-3" 29'-2" OF � 1 1T-3" A301 17'-4" CIL CrD MARK W, MACCQ" ' CIL T-0" CIL T-0" CIL 41-711 CIL S S.8" CIL 5'_8 CIL 12'-11" 2'-1" AR96004 ,xu -I 2 -0-0 _ 2 -0 _I 2 -0 O O O ' a �. .w,° ENTERTAINMENT CENTER-BY OTHERS A a'ON OW0,104MA43110, ROOF BELOW 41A 0 77 N SLOPE CIL U) J N E Ln 2'-0" 2'-0" 2'-0" 2 ° ' J J A G : F: O o • , I M I. a I+ G 2 3' 6.. D ----- - J Cl) M I A401 � E, I I I I I I I i i I o ,: = HVAC E - _ ENTERTAINMENT ROOM OFFICE B STAIR ;� M B I w ELECTRIC MARK MACCO AIA TANKLESS C) r> WATER UPi CIL 1 H NCARB .o EATER' 2 I I I I I I I I I C/L 1 B �� M A 400 FLORIDA REGISTRATION. #AR96004 004 IV O •A B 007 - - CIL - O _ - HALL - - - - - - - N Description 6 1 o 5 - = `" Date - - - _ - - - I - - - - - - - -- - _ _ ;CANT 0-� - - - _ - � LAUNDRY DRAIN — t►r' 005 CHUTE ;ROOF TERRACE M O EXTERIOR 014 "( ) = a „ O 009 - O I - 1 "4'-3 = I 002 °O A 300 O 42 HIGH RAILINGS. SEE ELEVATIONS AND �" _ BATH #2 SECTION DRAWINGS ;- ry '"G o B OD a� co CD CIL BEDROOM#3 B BEDROOM #2 B N I m o: A r - CANT TO N B DRAIN; - -- .`� 005 � o M = � N = 2 � C/L B o `� LO CIL ' A 301 r g iti ?o 0 477 U.. - ) - B _ ROOF TERRACE`. `r 1 o (EXTERIOR); = 002 BATH #3 CIL ,o I. 008 B N w CE M _ 4 t: . -- r ry. � � I I- NJ WMWAVA ... ,, -: a A 2 -0 21'-3" 8'-8" DECK LIGHTING ;, CIL i 5'-0" CIL 6'_1" 3'_0 14'-1" - ROOF BELOW LOW HEIGHT WING WALL. 2 -6„ 42'-8" 21-611 81-211 STUCCO ALL EXPOSED j SURFACESIle a -ROOF BELOW 68 -° SHEPARD i RESIDENCE SECOND FLOOR 1 1 1/411 = 1'-011 A 400 j A 401 SECOND FLOOR PLAN 2 Project Number 2014008 �OO Date 02/09/2015 = WALL LEGEND 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" IMAM WALL TYPE B-2x4 WOOD STUDS @ O.C.W/PAINTED HARD[-LAP SIDING ON 24"O.C.W/1/2"GWB BOTH SIDES EXTERIOR AND 1/2"GWB ON INTERIOR. ZIP-WALL SYSTEM WALL TYPE C-2x4 WOOD STUDS @ 201 N� Graphic Scale: finch=4 feet ® 24"O.C.W/1/2"GWB BOTH SIDES, o 8'-0"H. N ti LO 81 12 6 0 4 1 Scale 1/4" = 1'-0,. N NORTH N MARK MACCO ARCHITECTS DOWNSPOUT INTO ,ROUND AND DIRECTED TO BACK OF LOT. 1 1 A 301 1 476 OSCEOLA AVENUE GUTTER A 400 GUTTER A 401 JACKSONVILLE BEACH, FL x, 32250 DOWNSPOUT INTO GROUND E: Info@MaccoArchitects.com EAVE EDGE AND DIRECTED TO BACK EAVE EDGE PH: 904. 249-ARCH (2724) INS, OF LOT. 0 STAIR TOWER ROOF www,MAC COARC HITECTS.com m SINGLE PLY DUROLAST ROOF MEMBRANE - - - — - - — - - — — - — - — - - — - — - 0 2 '* I' SINGLE PLY DUROLAST A SINGLE PLY DUROLAST r ROOF MEMBRANE ( ROOF MEMBRANE A02 COO MARK W• MACCO�y► I SLOPE o to 7U r2 M 2 AR96004 Iry SLOPE SLOPE f ROOF TOP TERRACE MTL. COPING OVER APPLIED ROOFING PARAPET WALL,TYP. MEMBRANE OVER SONOGUARD SYSTEM m 6 SLOPE ROOF TERRACE APPLIED ROOFING OVER ENTRY MEMBRANE OVER - SONOGUARD SYSTEM - - - - - - APPLIED ROOFING — _ SLOPE i • =°-••�,� • -' MEMBRANE OVER SLOPE= y, SONOGUARD SYSTEM A 300 ROOF ACCESS R J AIA MARK MACCO A MTL. RAILING SLOPE N CAR B FLORIDA REGISTRATION: 4 AR96004 SINGLE PLY DUROLAST ROOF MEMBRANE 2 No. Description Date A 301 SECOND FLOOR ROOFTERRACE W SLOPE O APPLIED ROOFING SLOPE SLOPE MEMBRANE OVER SLOPE SONOGUARD SYSTEM / 4 / SLOPE SCUPPER AND DOWNSPOUT W a ' a 0 SLOPE p cn SINGLE PLY DUROLAST SINGLE PLY DUROLAST ROOF MEMBRANE ROOF MEMBRANE ' i a UJ O0 i ROOF PLAN 1/411 = 1'-0" 1 1 A 400 A 401 1T-10" GENERAL NOTES 1. REFER TO TRUSS ENGINEERING DWGS FOR ROOF SLOPE RATIO. 1 �� SHEPARD SLOPE BUILT INTO PREFABRICATED TRUSSES. A 401 E E 2'T1" 2 T-6" RESIDENCE A 30 0 2 DN 1 1 1 1 1 1 A116- 11 5/32" A401 1 T-7" do E TAIR TOWER00 e E 23'-6.. i i o 42" HIGH WALL N 2 ROOF PLAN �OO E — 2'_0 13'-8" E 2'-1" C/L DIL Project Number 2014008 ROOFTOP DECK Date 02/09/2015 w 1/411 = 1'-0" ,Drawn By MM r° Checked By MWM ;h tZ co 202 O Graphic Scale: 1 inch=4 feet NONE (V e LO 0 4' 8' 12' 16' o Scale 1/4" = 1'-0" `�" rn NORTH N { MARK MACCO 3 DOOR SCHEDULE io :,ARCHITECTS Count Type Mark Mariufacturer Description Finish Width Height Sill Height Operation Hardware Comments 1 001 TBD CONTEMPORARY SOLID WOOD DOOR W/ GLASS 31 - 4" 8' - 0" 01 - 011 SEE PLAN LITES 476 OSCEOLA AVENUE 2 002 TBD INTERIOR SOLID CORE DOOR 21 - 611 8' - 0" 01 - 011 SEE PLAN JACKSONVILLE BEACH, FL 2 003 TBD INTERIOR SOLID CORE DOOR 21 - 411 8' - 0" 01 - 011 SEE PLAN szzso 4 004 TBD INTERIOR / EXTERIOR SOLID CORE DOOR W/ 2' - 8" 8' - 0" 01 - 011 SEE PLAN E: Into@MaccoArchitects,com FROSTED GLASS PANELS PH: 904, 249-ARCH (2724) 3 005 ANDERSEN EXTERIOR GLIDING DOOR 5' - 11" 7' - 11 1/2" 0' - 0" SEE PLAN www,MACCOARCHITECTS.com 2 007 TBD EXTERIOR SWING DOOR W/ GLASS PANELS 2' - 8" 8' - 0" 01 - 011 SEE PLAN 3 008 TBD SOLID CORE DOUBLE DOOR 5' - 0" 8' - 0" 01 - 011 SEE PLAN 4 009 TBD INTERIOR SOLID CORE DOOR 3' - 0" 8' - 0" 01 - 011 SEE PLAN 2 011 INTERIOR POCKET DOOR W/ FROSTED GLASS 3' - 0" 8' - 0" 01 - 011 SEE PLAN OF PANEL AND PNTD WOOD TRIM ' ► ► 1 012 METAL SWING GATE - 31 - 011 3' - 0" 0' - 4 3/4" SEE PLAN * 1 013 TBD EXTERIOR SWING DOOR W/ GLASS PANELS 2' - 8" 7' - 0" 01 - 011 SEE PLAN !C/jMARK 1N, MACCO'p 2 014 INTERIOR POCKET DOOR AND PNTD WOOD 31 - 011 81 - 011 01 - 011 TRIM AR96004 � 1 017 Clopay Building 2-1/8" Thick Aluminum Sectional Door 18' - 0" 81 - 011 -1' - 4" '"#,j"► ,, �`'' Products ` Company Grand total: 28 WINDOW SCHEDULE Type Count Mark Manufacturer Description Height Width Operation IMPACT Comments 7 A MARVIN INTEGRITY ULTREX OPERABLE CASEMENT 4' - 0" 2' - 0" SEE ELEVATION NO COASTAL RATED DARK BRONZE EXTERIOR,PAINTED WHITE INTERIOR 8 B MARVIN INTEGRITY ULTREX OPERABLE CASEMENT 51 - 011 2' - 0" SEE ELEVATION NO - COASTAL RATED DARK BRONZE EXTERIOR, PAINTED WHITE INTERIOR 1 C MARVIN INTEGRITY ULTREX FIXED WINDOW 3' - 0" 2' - 0" SEE ELEVATION NO - COASTAL RATED DARK BRONZE EXTERIOR, PAINTED WHITE INTERIOR 3 D MARVIN INTEGRITY ULTREX FIXED WINDOW 1' - 4" 3' - 0" SEE ELEVATION NO - COASTAL RATED DARK BRONZE EXTERIOR, PAINTED WHITE INTERIOR MARK MACCO, AIA 6 E MARVIN INTEGRITY ULTREX FIXED WINDOW 2' - 0" 2' - 0" SEE ELEVATION NO - COASTAL RATED DARK BRONZE EXTERIOR, PAINTED WHITE INTERIOR NCARB 3 F MARVIN INTEGRITY ULTREX OPERABLE CASEMENT 6' - 0" 3' - 0" SEE ELEVATION NO - COASTAL RATED DARK BRONZE EXTERIOR, PAINTED WHITE INTERIOR 10 G MARVIN INTEGRITY ULTREX FIXED WINDOW 5' - 0" 2' - 0" SEE ELEVATION NO - COASTAL RATED DARK BRONZE EXTERIOR, PAINTED WHITE INTERIOR FLORIDA REGISTRATION: #AR96004 2 H MARVIN INTEGRITY ULTREX FIXED WINDOW 2' - 11" 2' - 0" SEE ELEVATION NO - COASTAL RATED DARK BRONZE EXTERIOR,; PAINTED WHITE INTERIOR 5 J MARVIN INTEGRITY ULTREX FIXED WINDOW 4' - 0" 2' - 0" SEE ELEVATION NO - COASTAL RATED DARK BRONZE EXTERIOR, PAINTED WHITE INTERIOR Grand total: 45 No. Description Date z. SHEPARD RESIDENCE SCHEDULES Project Number 2014008 Date 02/09/2015 Drawn By Author Checked By Checker a co 2030 N LO r O Scale N a) N MARK MACCO - ARCHITECTS T.O. STAIR TOWER 33' - 0" THIRD FLOOR PLATE HT. 476 OSCEOLA AVENUE 2 6' — — — — 311 - 8" JACKSONVILLE BEACH, FL 32250 O o O.H. �., E: Info@MaccoArchitects,com MTL. AILING LAP SIDING PH: 904, 249-ARCH (2724) a N www,MACCOARCHITECTS.com co e r ROOFTOP DECK 0 G 231 - 6" OF SECOND FLOOR , ' PLATE HT. — — — — — 221 - 011 V Cl, MARK W. MACCO 21-6" 21-6" Of O.H. a A .9� a�' ' STUCCO FINISH,TYP. _ _ aCD h C3 - iv v STRUCTURE SATISFIES ' o 35'-0"HEIGHT LO °O RESTRICTION. N ED Cn ' T SECOND FLOOR 12' - 0 _ � FIRST FLOOR - PLATE HT. - 11 � - - � __- 21.61( p= in O.H. G � G 2'-6' O O.H. _ - o o MARK MACCO, AIA U o , M NCARB —L--JC - _ - , FLORIDA REGISTRATION; #AR96004 _ "'— . FIRSTFLOOR © c o 0' CMU, STACK BOND 7 C__ zo - 0" _ - - - - - o_c HIGHEST No. Description Date - m 3 ESTABLISHED Ilk f\ G RADE =1`I IIII=1 I I=1 I I=1 I I=1 I I=1 I I III=1 I IIII=1 I I=1 I I I I III III I l I—III III III III—III III III1 I I III=1 I I=1 I I III=1 I I -2' - 0" EXTERIOR LIGHTING STONE VENEER ' 1 WEST ELEVATION A 300 1/4" = 1'-0" T.0. STAIR TOWER 3r 33' - 0" — — — — — — — — — — — — — — THIRD FLOOR 91 PLATE HT.311 - 8113 3 — MTL. RAILING STUCCO FINISH-ALL EXPOSED SURFACES OF PARAPET WALL N PAINTED METAL COPING 04 s k�_ ti ROOFTOP DEC G 28' - 6" — — — — — — — — — — — — — — — —o — — SECOND FLOOR `° o PLATE HT. 221 Oil 21-611 I r SHEPARD Ss 4" PAINTED LAP : Al ,- LL±jr SIDING r z SCUPPER AND DOWNSPOUT t STRUCTURE SATISIFIES MTL. RAILING 35'-0" HEIGHT, RESIDENCE M RESTRICTION. PER CODE 0 I _ ZD SECOND.FLOOR I.Y - O O O 3 z — _ 12' - 0" FIRST FLOOR —` N _ _ PLATE HT. — — — — — 10' - 0" ELEVATIONS 7:1 STONE VENEER '= 0 0° D O o N ❑ ❑ ❑ _ O e Project Number 2014008 _J Date 02/09/2015 0 co _ - s Qo Drawn ByLO Author T C) - _ FIRSTFLOOR 0' - 011 Checked By MWM HIGHEST ESTABSHED — - G RADE _V� _ — = 4' METAL GATE CMU,'STACK BOND300 N Graphic Scale: 1 inch 14 feet CA3 NORTH ELEVATION 00 1/4" 1'-0" LO LO 1E] D L U z 7-61. 0 0 4' 8' 12' 16' Scale 1/4 a N MARK MACCO ARCHITECTS T.O. STAIR TOWER 33' - 0" — — THIRD FLOOR 476 OSCEOLA AVENUE PLATE,HT. 2 -6 " 31' - 8° JACKSONVILLE BEACH, FL 32250 O.H. LAP SIDING TUBULAR MTL. RAIL STUCCO FINISH E; Info@MaccoArchitects,com PH: 904. 249-ARCH (2724) N N www.MACCOARCHITECTS.com O O_ io o ROOFTOP DECK \ 4' o — — — — — — _ 231 - 611 OFfin 4 _ _ � SECOND FLOOR +, .. ',,► PLATE HT. CjMARK W. MACCQ�"y�► y A96004 oe 21.6" '*01 �, O.H. STRUCTURE SATISFIES ��� FF o 35'-0" HEIGHT RESTRICTION D PER CODE.OF "' TUBULAR MTL. RAILLO o O - SMOOTH STUCCO FINISH COLOR TBD,TYP. ILZD- ` ... LM �r�- � Cn SECOND FLOOR TT-71 III CV IF FIRST FLOOR N _ PLATE HT. r �I 10' - 0- _ 21-611 of STONE VENEER OVER ' r VAPOR BARRIER AND 40 O.H. CMU COLUMN - 0 MARK MACCO, AIA ' - _ �O �O O NCARB 0O X+- FLORIDA REGISTRATION: #AR96004 FIRST FLOOR 01 - oil " - -N HIGHEST No. Description Date { ESTABLISHED _ — GRADE LVND III 1 -2' - 011STONE VENEER OVAPOR BARRIER CMU COLUMN — P�A ELEVATION/4 = 1'-0" Jkl ti I � T.O. STAIR TOWER 33' - 011 — — — THIRD FLOOR s _ _ PLATE T. 1 2'-6.' O.H. :. 0 ;: LAP SIDING u NETAL COPING OVER STUCCO ALL EXPOSED SURFACES OF PARAPET R PARAPET,TYP. WALLS TYP. N `t' O 21.6" 6" . - ROOFTOP DECK 23' - 6" G — — — — — — — — — — — SECOND FLOOR PLATE HT. — — — — — 22, _ 0„ 2 .611 SHEPARD t O.H. SMOOTH STUCCO FINISH "' COLOR TBD,TYP. O G METAL COPING OVER WING STRUCTURE SATISFIES 0 35'-0"HEIGHT RESTRICTION RESIDENCE _ o WALL(S), TYP. , C) PER CODE. STONE VENEER _ M ' A O O O - o 2'-6" M SECOND FLOOR 12' - 011 — _ 1 FIRST FLOOR ELEVATIONS N PLATE HT. 101 - 01, EXTERIOR � � - z'-s" -T _ EX - - 21-611— LIGHTING 01 - - o'"' ,' Project Number 2014008 - - o o e Date 02/09/2015 1 - 0 _ - _ Drawn. By M W M VIC _ FIRST FLOOR � O o 0' - oil Checked By MWM Cn o , ih D - _ _ — — - — — — _ _ — — — HIGHEST _ - ESTABLISHED 0 _GRADE a r _21 _ 0301 11 c� STONE VENEER 77 1 SOUTH ELEVATION Graphic Scale: finch=4 feet A 301 1/411 - 1'-0" 0 Scale 1/4" = 1,-0" N 0 4' 8' 12' 16' 1 MARK MACCO 3ARCHITECTS T.O. STAIR TOWER 33' - 0" THIRD FLOOR ' PLATE HT. 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E Info@MaccoArchitects,com 1 PH: 904, 249-ARCH (2724) A 402 - - — - — - www,MACCOARCHITECTS.com ROOF TERRACE ROOF TERRACE ROOFTOP DECK 23' - 6" OF SEC rt. r:. N . r WN OND FLOOR .. ... � � � ° PLATE HT. ,� Co MA . MACCO 7 ox 221 - 011 �... 2'-6" CLOSED CELL O.H. SPRAY FOAM AR96004 GU INSULATION, R-19iNI STUCCO FINISH ON MTL. LATH > OVER UNDERLAYMENT ON ENTERTAINMENT ROOM BEDROOM#3 EX FRIIOnRING SHEATHING OVER 2x6 ED SECOND FLOOR 12' - 0" FIRST FLOOR , PLATE HT. i 21-6" O,H. FIXED ALUMINUM WINDOW SYSTEM 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 FLOC D No Description Date ESTABILIISHED _ — GRADE 1 BUILDING SECTION A 400 1/411 = 1'-0" Q PAINTED WOOD TRIM AT TOP OF LOW HEIGHT p STAIR WALLS,TYP. �x .<. ROOFTOP DECK e "• �"gt 'xra Ms231 - 61. SHEPARD ifl RESIDENCE SECOND FLOOR .k 1"SQ. POWDER COATED METAL RAILING SECTIONS SPACED 4"CLEAR DIMENDION PER CODE AT STAIR RUN AS SHOWN a R `s1 Project Number 2014008 Date 02/09/2015 Drawn By Author Checked By MWM FIRST FLOOR 0' - 0- 0" 400 V o_ 0 N 2 STAIR��OER SECTION1/4" = N 77 Graphic Scale: 1 inch=4 feet LO 0 Scale 1/4" = 1'-0" N 0 4' 8' 12' 16' N 2 MARK MACCO 'DURO-LAST' MEMBRANE ROOFING, COLOR:WHITE OR EQ. A 401 T.O. STAIR TOWER ARCHITECTS 33' - 0" 3/4"ROOF SHEATHING ON PRE- — — � :; ..,__ v, — _ _ _ — — — _ _ PLATE_HT. ENGINEERED WOOD TRUSSES. 2' 6" 2'-6" 31' - 8" 476 OSCEOLA AVENUE SLOPE PRE-ENGINEERED INTO Ix I ROOF TRUSSES lo JACKSONVILLE BEACH, FL ❑ 32250 STAIR TOWE E: Info@MaccoArchitects.com PH; 904, 249-ARCH (2724) via www.MACCOARCHITECTS.com x k, 'HARDI-BOARD' FASCIA AND ROOF TERRACE ROOFTOP DECK SOFFIT, PAINT 231 - 611 SECOND FLOOR PLATE HT T-0" 22' - 0" O.H. Co MARK W. MACCO7 STRUCTURE SATISFIES 35'-0"HEIGHT RESTRICTION PER AR9600` CLOSED CELL SPRAY FOAM CODE. ' _*�'�►` ICYNENE INSULATION, R-19 ` ' BEDROOM#2 ` D (j'4' o STUCCO FINISH ON MTL. LATH STAI HALL OVER UNDERLAYMENT ON EXTERIOR SHEATHING OVER 2x6 SECOND FLOOR WD. FRAMING ' t V III H 12 0 � b _ ..., } FIRST FLOOR III IEN �� W - PLATE HT .r. 10' - 0" r 2' 6" y O.H. ' , IF A , 'FO ER E 8"EXPOSED CMU , RUNNING MARK MACCO AIA MASTER CLOSET GARAGti BOND 4"CONC. SLAB W/4"W.W.M. N CAR B 8"CMU STEM WALL AND CONC. F FIRST FLOOR FLORIDA REGISTRATION: #AR96004 FOOTING of - 0" HIGHEST —I _III III I I_ I ESTABLISHED No. Description Date _ = _ _ - GRADE -2' - 0" 'DURO-LAST'MEMBRANE ROOFING, COLOR: LIGHT TAN 1 BUILDING SECTION OR EQ: A 401 11411 = 1'-0° 1 1 A 401 ,ROOF SHEATHING ON PRE- A 400 - CLOSED CELL SPRAY FOAM ENGINEERED WOOD TRUSSES. ICYNENE INSULATION, R-30 SLOPE PRE-ENGINEERED INTO ROOF TRUSSES THIRD PLATE H, 8 O❑ 'HARD[-BOARD' FASCIA AND SOFFIT, PAINT STAIR TOWER DURO-LAST'SINGLE PLY N MEMBRANE ROOFING, COLOR: ao CLOSED CELL SPRAY FOAM COPPER OR EQ. (WALKABLE) ICYNENE INSULATION ROOF TERRACE ROOFTOP DECK OIL 23' - 6" u r. r.. SECOND FLOOR, , PLATE HT MTL. RAILING W/ 22 0 STUCCO FINISH ON MTL.LATH SHEPARD AIRCRAFT WIRE OVER UNDERLAYMENT ON EXTERIOR SHEATHING OVER 2x6 O WD. FRAMING ENTERTAINMENT ROOM A A HVAC A STAIR STRUCTURESATISFIES 35'-0° RESIDENCE o HEIGHT RESTRICTION PER CODE. a Cn OFFICE SECOND FLOORS r ,. . U U U – – – – 12 - 0 ilt �.v i t qM z n. RST FLOOR n _ P_LATEHT. %"M SECTIONS 10' - 0 3/4"PLYWOOD SUB FLOOR ON - PRE-ENGINEERED WOOD FLOOR FIXED ALUMINUM WINDOW - � TRUSSES ROD AND SHELF' SYSTEM Project Number 2014008 MASTER BEDROOM _ MASTER BATH O MASTER CLOSET Date 02/09/2015 o , ' 4"CONC. SLAB W/4"W.W.M. Drawn By RECESS SLAB 1.5"AT Author - SLIDING DOORS. 8"CMU Checked By FOOTING EM WALL AND CONC. MWM FIRST FLOOR HIGHEST ESTABLISHED 2 GRADE OIL401 04 21 - 011 It— d- Graphic Scale: finch=4 feetW _ I I I I II I —III— LO _ 2 BUILDING SECTION 1/4 = 1 0 4' 8' 12' 16' A401 1/4" = 1',0" Scale n -0�� a,N N MARK MACCO ARC HITECTSI 476 OSCEOLA AVENUE MTL. COPING JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects,com STUCCO FINISH ON MTL. LATH ON PH: 904- 249-ARCH (2724) EXTERIOR SHEATHING (BOTH SIDES) FIRST FLOOR ON 2x6 WD. STUDS @ 16"O.C. PLATE HT. www,MACCOARCHITECTS.com SCRATCH COAT, BROWN COAT AND — , „ "v 10 - 0 FINISH COAT. COLOR TO BE A PARTLED STRIP k OF THE MIX. ° TURN UP FLASHING DURO-LAST MEMBRANE ROOFING I- OF OVER 5/8 OSB ROOF SHEATHING: ROOF TERRACE LIGHT TAN OR EQ. 2 SOFFI�D�AIL 3/4"ROOF SHEATHING ON PRE- `� DURO-LAST OR SONOGARDA 402 3/4° = CO MARK W. MACC0 ENGINEERED WOOD TRUSSES. I I ROOFING SYSTEM �... SLOPE PRE-ENGINEERED INTO ROOF TRUSSES AR96004 004 ��ll CANT TO DRAIN _S.`w► MTL. FLASHING&DRIP _ ROOFTOP DECK D ✓ EDGE 231 - 611 STUCCO EXTEND FASCIA 1/2" TO CREATE DRIP EDGE. STUCCO ALL I CLOSED CELL SPRAY EXPOSED SURFACES. 2'-6" FOAM INSULATION, R-30 'HARD[-BOARD'OR EQUAL SOFFIT, PAINT CLOSED CELL SPRAY FOAM INSULATION STUCCO FINISH ON MTL. LATH AND VAOPR BARRIER OVER I ENTERTAINMENT ROOM EXTERIOR SHEATHING AND 2x6 WD. STUDS @ 16"O.C. MARK MACCO 1 AIA NCARB FLORIDA REGISTRATION; #AR96004 TURN UP FLASHING 1/2"PAINTED GWB No. Description Date 3/4"OSB SUB FLOOR OVER PRE-ENGINEERED WOOD FLOOR TRUSSES CANT SECOND FLOOR 12' - 0" MTL. FLASHING&DRIP EDGE STUCCO x EXTEND FASCIA 1/2" TO CREATE DRIP EDGE. STUCCO ALL 2'.6" EXPOSED SURFACES. 'HARDI-BOARD'OR EQUAL SOFFIT, PAINT 1 �3 } STUCCO FINISH ON MTL. LATH AND VAOPR BARRIER OVER EXTERIOR SHEATHING AND 2x6 I FIRE STOP WD. STUDS @ 16"O.C. i SHEPARD ,I MASTER BEDROOM 6" PNTD FLAT STOCK Y BASE,TYP. RESIDENCE 4"CONC. SLAB OVER VAPOR BARRIER (3) COURSE STEMWALL NOTCH SLAB INTO CMU AT J TOP OF STEM WALL AS SHOWN.TYP. FIRST FLOOR 0' - 011 ° 8"CMU STEM WALL. SECTION DETAILS VERIFY COURSING IN CANT ALL BACK FILL – FIELD. SHOULD BE(3) AWAY FROM STEMWALL. COURSES. 2% SLOPE MIN. I HIGHEST ESTABLISHED FOOTING _ — GR_ DEQ Project Number 2014008 ° o Date 02/09/2015 Drawn By Author Checked By MWM 402 tZ N d' 1 WALL SECTION ci A 402 3/4" = 1'-0" LO 0 Scale 3/4" = 1'-0" N N MARK MACCO ARC H ITECTS 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E; Info@MaccoArchitects•com PH; 904. 249-ARCH (2724) www.MACCOARCHITECTS.com V OF MARK W. MACC07 WINDOW INSTALLATION (METHOD B '- R oo4WINDOW INSTALLATION (METHOD A) ) �. 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 1.APPLY SILL FLASHING THROUGH WINDOW JAMB 1.APPLY SILL FLASHING THROUGH WINDOW JAMB 2,APPLY BEAD OF SEALANT SEALANT BEAD 2.APPLY BEAD OF SEALANT AT BACK OF WINDOW SEAL THE WINDOW FRAME TO BEHIND AT BACK OF WINDOW AFTER INSTALLATION FLANGE &SET WINDOW(PAN OPENING.APPLY A 3/8" NOM. DIA. MOUNTING FLANGE &SET WINDOW(PAN SEAL ALL CORNERS HEAD SCREWS MUST BE USED BEAD TO THE BACKSIDE (INTERIOR) FLANGE. HEAD SCREWS MUST BE USED MECHANICALLY JOINED vv TO FACILITATE INSPECTION OF THE WINDOW FLANGE, IN LINE TO FACILITATE INSPECTION FRAMES TO SEAL FRAME WITH ANY PRE-PUNCHED HOLES OR SEAM JUNCTURE. 3.APPLY BEAD OF SEALANT AT 3.APPLY BEAD OF SEALANT AT SLOTS. SIDE JAMBS SIDE JAMBS FLASHING 4.APPLY JAMB FLASHING o 4.APPLY JAMB FLASHING 3.JAMB FLASHING FLASHING SEALANT BEAD BETWEEN SEALANT BEAD BETWEEN MOUNTING FLANGE AND MARK MACCO) AIA 5.APPLY BEAD OF SEALANT APPLY CONT. SEAL TO THE FLASHING AND MOUNTING 5.APPLY BEAD OF SEALANT FLASHING. AT HEAD MOUNTING FLANGE. AT HEAD N CAR B 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 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 JAMB& HEAD FLASHING FLASHING AT HEAD EXTENDS EMBED BOTTOM OF THE, JAMB &HEAD FLASHING 1" BEYOND JAMB FLASHING. 8. WITH SHEATHING TAPE, HEAD FLASHING AGAINST 8. WITH SHEATHING TAPE, CONNECT THE PREVIOUSLY APPLI D CONNECT THE WRB TO THE FLASHING THE (FLASHING GC ES THE WRB TO THE FLASHING (ALL 4 SIDES) �^+� OVER SEALANT). EXTEND (ALL 4 SIDES) HEAD FLASHING BEYOND EACH JAMB FLASHING. 5. HEAD FLASHING FASTEN IN PLACE. APPLY A CONT. SEAL ALONG SEALAN ga + APPLY A 3/8" NOM. DIA. MOUNTING FLANGE AT THE BEAD OF SEALANT TO THE BACKSIDE (INTERIOR) OF HEAD. FLASHING GOES OVER 4THE MOUNTING FLANGE MOUNTING FLANGE. EMBED . AROUND THE ENTIRE BOTTOM OF HEAD FLASHING IP AGAINST SEALANT(FLASHING PERIMETER. PLACE BEAD A IN LINE WITH ANY GOES OVER SEALANT). PRE-PUNCHED HOLES OR EXTEND HEAD FLASHING 4.JAMB FLASHING 3 BEYOND EACH JAMB FLASHING. 73 EXTEND JAMB FLASHING SLOTS. FASTEN IN PLACE. NOTE: FOR ` TO OVERLAP SILL FLASHING. 911 TYPE "B", JAMB FLASHING IS EXTEND JAMB FLASHING 81/2" 1BEHIND MOUNTING FLANGE. -JA ABOVE ROUGH OPENING4 AT HEAD.APPLY TAPE AT "SILL FLASHING 2.JAMB FLASHING A CORNERS TO TEMPORARILY EXTEND JAMB FLASHING HOLD FLASHING IN PLACE TO OVERLAP SILL UNTIL WRB IS APPLIED FLASHING. EXTEND g�� SHIM AND ADJUST WINDOW JAMB FLASHING 81/2" TO ACHIEVE SEALANT - ABOVE ROUGH SILL FLASHING SEALANT SHEPARD SQUARE, PLUMB, AND OPENING AT HEAD.APPLY LEVEL CONDITION. TAPE AT CORNERS TO 3 2 USE CORROSION TEMPORARILY HOLD RESISTANT FASTENERS. FLASHING IN PLACE - k FASTEN WINDOWS PER UNTIL WRB IS APPLIED. RESIDENCE WINDOW SHIM AND ADJUST WINDOW TO ACHIEVE MANUFACTURER FASTENER SQUARE, PLUMB,AND LEVEL CONDITION. USE SPECIFICATIONS. CORROSION RESISTANT FASTENERS. FASTEN WINDOWS PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. INTERIOR VIEW TOP LEFT CORNER OF WINDOW INTERIOR VIEW TOP LEFT CORNER OF WINDOW FLASHING DETAILS a A/B Project Number 2014008 Date 02/09/2015 F Drawn By Author Checked By MWM a600E M t N LO O Scale 1/4„ = 1'_0" 04 04 MARK MACCO 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL 32250 E: Info@MaccoArchitects,com PH, 904, 249-ARCH (2724) www,MACCOARCHITECTS.com OF OD MARK W. MAGCO7 D A-1 WINDOW INSTALLATION (METHOD B-1 ' AR960 4WINDOW INSTALLATION (METRO ) } � WEATHER RESISTIVE BARRIER(WRB)APPLIED PRIOR TO THE WEATHER RESISTIVE BARRIER(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. WINDOW INSTALLATION. SECTION A STEPS FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE. SECTION A STEPS FLASHING APPLIED BEHIND THE MOUNTING FLANGE. THROUGH WINDOW JAMBD P+ 1. IN WATER SHEDDING FASHION, THROUGH WINDOW JAMB 1. IN WATER SHEDDING FASHION, STARTING AT THE BASE OF SEALANT BEAD STARTING AT THE BASE OF WRB ' THE WALL&WORKING TOWARDS BEHIND THE WALL&WORKING TOWARDS THE TOP, INSTALL THE WRB SEAL THE WINDOW FRAME TO MOUNTING THE TOP INSTALL THE WRB OPENING.APPLY A 3/8" NOM. HE SHEATHING TO THE FACE OF THE DIA. TO THE BACKSIDE FLANGE. TO THE FACE OF SHEATHING (INTERIOR) OF THE WINDOW FLANGE, IN LINE WITH ANY �XA 2.APPLY SILL FLASHING 2.APPLY SILL FLASHING o FLASHING PRE-PUNCHED HOLES OR SLOTS. 3.APPLY JAMB FLASHING 3.APPLY BEAD OF SEALANT FLASHING SEALANT BEAD BETWEEN AT BACK OF WINDOW 4.APPLY BEAD OF SEALANT. MOUNTING FLANGE AND FLANGE &SET WINDOW USING SEALANT BEAD BETWEEN AROUND THE PERIMETER OF FLASHING. PAN HEAD SCREWS TO FLASHING AND MOUNTING THE BACK SIDE (INTER[ FACILITATE INSPECTION FLANGE. SURFACE) OF WINDOW ,. MOUNTING FLANGE MARK MACCO, AIA 4.APPLY BEAD OF SEALANT AT 5.JAMB FLASHING 4.APPLY A 318" NOM. DIA. SIDE JAMBS. EXTENDS 81/2" 5. IMMEDIATELY INSTALL WINDOW BEAD OF SEALANT TO THE N CAR B APPLY CONT. SEAL TO THE 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 SEALANT AT 6.APPLY BEAD OF SEALANT PLACE BEAD IN LINE WITH FRAMES TO SEAL FRAME AT HEAD JAMBS 81/2"ABOVE THE R.O.AT ACROSS THE FACE OF ANY PRE-PUNCHED HOLES SEAM JUNCTURE. No. Description Date HEAD. EMBED JAMB FLASHING INTO MOUNTING FLANGE AT HEAD OR SLOTS 7.APPLY HEAD FLASHING SEALANT AND FASTEN IN PLACE. (FLASHING GOES OVER SEALANT). 7.APPLY'HEAD FLASHING' 8. REMOVE PREVIOUSLY APPLIED TAPE ALLOWING WRB TO LAY 8. REMOVE PREVIOUSLY APPLIED FLAT OVER HEAD FLASHING. 8 TAPE, ALLOWING WRB TO LAY APPLY NEW SHEATHING TAPE FLAT_OVER HEAD FLASHING. I FLASHING AT HEAD EXTENDS OVER DIAGONAL CUT—SEE APPLY NEW SHEATHING TAPE 1 BEYOND JAMB FLASHING. DIAGRAM SECURE OVER DIAGONAL CUT—SEE SECURE WRB DIAGRAM WRB AT HEAD @ HEA FLASHING AT HEAD 8 � 7. HEAD FLASHING APPLY A CONT. SEAL ALONG EXTENDS 1" BEYOND 1 8 JAMB FLASHING. x MOUNTING FLANGE AT THE HEAD. FLASHING GOES OVER SEALAN MOUNTING FLANGE. EMBED 7.HEAD FLASHING a EMBED BOTTOM OF THE 4 BOTTOM OF HEAD FLASHING HEAD FLASHING AGAINST :< AGAINST SEALANT(FLASHING JAMS FLASHING � 5 GOES OVER SEALANT), THE PREVIOUSLY APPLIED EXTEND JAMB FLASHING SEALANT(FLASHING GOES EXTEND HEAD FLASHING OVER SEALANT). EXTEND TO OVERLAP SILL BEYOND EACH JAMB FLASHING HEAD FLASHING BEYOND FLASHING. EXTEND FASTEN IN PLACE.; EACH JAMB FLASHING. JAMB FLASHING 8 g" A FASTEN IN PLACE. (220MM)ABOVE ROUGH 5.JAMB FLASHING OPENING AT HEAD. EXTEND JAMB FLASHING TO APPLY TAPE AT SILL FLASHING OVERLAP SILL FLASHING. CORNERS TO EXTEND JAMB FLASHING 8 SHIM AND ADJUST WINDOW TO ACHIEVE SEALANT TEMPORARILY HOLD g ; SQUARE, PLUMB, AND LEVEL CONDITION. A FLASHING IN PLACE USE CORROSION RESISTANT FASTENERS. 4 SEALANT UNTIE WRB IS APPLIED: FASTEN WINDOWS PER WINDOW 1 8 SILL FLASHING3 � MANUFACTURER FASTENER SHEPARD SPECIFICATIONS. 1.WEATHER RESISTANT CUT SHIM AND ADJUST WINDOW TO ACHIEVE 1 8 BARRIER(WRB) Li E - L SQUARE, PLUMB,AND LEVEL CONDITION. 1.WEATHER RESISTANT USE CORROSION RESISTANT FASTENERS. t35` -AT A 45 DEGREE ANGLE, CAREFULLY BARRIER(WRB) FASTEN WINDOWS PER WINDOW CUT CUT THE BARRIER ON A DIAGONAL, RESIDENCE AT A 45 DEGREE ANGLE, CAREFULLY CUT 9 GENTLY RAISE THE TOP EDGE OF THE THE BARRIER ON A DIAGONALS GENTLY MANUFACTURER SPECIFICATIONS. ":BARRIER UP AND TAPE THE TOP INTEROR 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 INTERIOR VIEW EXTERIOR WRB SURFACE ABOVE. CENTER TO THE EXTERIOR WRB SURFACE TOP LEFT CORNER 0 WINDOW a. ABOVE. 1/2"ABOVE ROUGH OPENING AT HEAD. TUCK TOP 07 JAMB FLASHINGDETAILS FLASHING UNDER THE FLAP OF WRB AT THE HEAD. 3EE DIAGRAM. A-1/13-1 FLASHING DETAILS A-1/13-1 1/411 1 1-011 - Project Number 2014008 Date 02/09/2015 Drawn By Author Checked By MWM 601 d° LO O j Scale1/4„ _ 1,_0,. N N 9 REF. CEILING NOTES ELECTRICAL SYMBOLS MARK MACCO 1. REFER TO THIS SHEET FOR ELECTRICAL. ARCHITECTS SYMBOLS. V DATA/PHONE 2.ALL LIGHTS TO BE ON DIMMER SWITCHES EXCEPT: $ SWITCH 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL ALL CLOSETS, (EXCEPT MASTER CLOSET) DUPLEX OUTLET 32250 SHOWER WATER CLOSET LIGHT ALL QUAD OUTLET GARAGE INTERIOR FLOURESCENTS, FRONT E: Info@MaccoArchitects.com ENTRANCE AND FRONT GARAGE SCONCE PH: 904. 249-ARCH (2724) LIGHTS. EXTERIOR SCONCE LIGHTS, UTILITY N ❑ TELEVISION www.MACCOARCHITECTS,com RM LIGHTS. @ DUPLEX GROUND 3.ALL SMOKE DETECTORS TO BE CEILING gfi FAULT INTERRUPTION MOUNTED. DUPLEX OUTLET 42"AFF 4 AFF OF �4 , 4.ALL SCONCES TO BE MOUNTED AT 6'-6" DUPLEX OUTLET 42��AFF, AFF. GFL FA OnLTINTERRUPTION Co MARK W. MACCO 7 5.ALL BATHROOM SCONCES TO BE FLOOR OUTLET MOUNTED AT 6-0"AFF ., N 1-011 ® CEILING MOUNTED FAN, NO LIGHT , • �• 6.ALL SWITCHES TO BE MOUNTED AT 36 AFF Ad 10 0 3 UNLESS ABOVE A COUNTER SURFACE OR � -"-----�, -- ------, �, OTHERWISE NOTED. 36" MARK MEASURED TO --------------- �'� `, ' �o CEILING MOUNTED CARBON D 6 6' ' s MONOXIDE DETECTOR THE BOTTOM OF THE HOUSING. 107. _ So CEILING MOUNTED SMOKE ' � , MASTER BEDROOM ' �---- � MASTER CLOSET f C VENTS ARE APPROXIMATE IN THIS , , , DETECTOR PLAN. CONSULT ARCHITECT AND HVAC SUB -- -� ----------- FOR VENT PLACEMENT IN FIELD. ; ¢ -- ; N N -----------' ------- -------- ---- t` 4/ ' � � � • PENDANT LIGHT 8. REVIEW PLAN FOR 4%6" LED CAN , ---- 10'-011 '"0 E------------ _ PLACEMENT. USE APPARENT CENTER LINES, '' 10 -o" - '' • 2" DIAMETER RECESSED j AS DIMENSIONS ARE NOT PROVIDED. © Q' MASTER BATH _________ ____ _ ___ _______ w PUCK LIGHT 9. THIS DRAWING ONLY CAN BE SCALED FOR ; --- ' -- , � �--" ��,� � � , �, ,� � , : Q WALL MOUNTED LIGHT, SCONCE LIGHT PLACEMENT. ' GFI © ,, O d--� S Q --' '--- OR OVERHEAD PEI -' O 6" RECESSED CAN LIGHT, LED, 10. ALL FLUORESCENT FIXTURES ARE TO BE k m HALOGEN OR FLUORESCENT MARK MACCO, AIA DELUXE WHITE IN COLOR INDEX. '� � � '�� o � � 11. SMOOTH CEILING THROUGHOUT. NO r-— - -- -- — „ ----- r --_— -_— -_-- — ' ® 4" RECESSED CAN LIGHT, LED, NCARB � ' WATERPROOF CODER r 9 -o -- - � _ ---- o ---- - 1'-o° ', HALOGEN OR FLUORESCENT KNOCK DOWN FINISH ANYWHERE. Q ok-__ __- O "" __ _- n - - ®� _ - --0 z v ®� ® FLORIDA REGISTRATION: #AR96004 ® , _ri — - - - - - - - - - _ r <. MARK MACCO ELECTRICAL SYMBOLSR C N I T REF. CEILING NOTES E C T S 1. REFER TO THIS SHEET FOR ELECTRICAL DATA/PHONE SYMBOLS. 2.ALL LIGHTS TO BE ON DIMMER SWITCHES $ SWITCH 476 OSCEOLA AVENUE JACKSONVILLE BEACH, FL EXCEPT: . DUPLEX OUTLET 32250 ALL CLOSETS, (EXCEPT MASTER CLOSET) SHOWER ,WATER CLOSET LIGHT,ALL E. Info@MaccoArchiom QUAD OUTLET .� PH: 904, 249-ARCH (2724)2724) GARAGE INTERIOR FLOURESCENTS, FRONT ENTRANCE AND FRONT GARAGE SCONCE www.MACCOARCHITECTs.com TELEVISION LIGHTS. EXTERIOR SCONCE LIGHTS, UTILITY DUPLEX GROUND RM LIGHTS. �gfi FAULT INTERRUPTION 3.ALL SMOKE DETECTORS TO BE CEILING DUPLEX OUTLET 42"AFF OF 0 4v FF MOUNTED. DUPLEX OUTLET 42"AFF, 4.ALL SCONCES TO BE MOUNTED AT 6-6" 42'AFF GF1 GROUND CO MARK W. MA►CGta-yam AFF. FAULT INTERRUPTION OR OUTLET 5. OM SCONCES TO BE .. A 04 L BATHROOM h.. _ FLOOR C? m x MOUNTED AT 6-0 AFFs5w x� ® . CEILING MOUNTED FAN, NO LIGHT. . p 6.ALL SWITCHES TO BE MOUNTED AT 36"AFF ` - --'-----' � 6„ '-- — — � 6• �o CEILING MOUNTED CARBON � UNLESS ABOVE A COUNTER SURFACE OR w" a' O , , 4 ' Q'" 9 STAIR LIGHTING- MONOXIDE DETECTOR OTHERWISE NOTED. 36 MARK MEASURED TO O ; `� RECESSED IN WALL THE BOTTOM OF THE HOUSING. (So) CEILING MOUNTED SMOKE r 7. HVAC VENTS ARE APPROXIMATE IN THIS --= My'_ DETECTOR -� .' - S ON PLAN. CONSULT ARCHITECT AND HVAC SUB \\ i LIGHT • PENDANT LIGHT r FOR VENT PLACEMENT IN FIELD. s UNDqiRSIDE OF LANDING 8. REVIEW PLAN FOR 4%6" LED CAN ' HVAC 2" DIA METER RECESSED '. • PLACEMENT. USE APPARENT CENTER LINES, '' 6 k OFFICE �� �� --- ---- -- PUCK LIGHT -- AS DIMENSIONS ARE NOT PROVIDED. STAIR Q WALL MOUNTED LIGHT, SCONCE 9. THIS DRAWING ONLY CAN BE SCALED FOR b y ; t OR OVERHEAD LIGHT PLACEMENT. ENTERTAINMENT ROOM ' ' --------- --- O 6" RECESSED CAN LIGHT, LED, � HALOGEN OR FLUORESCENT MARK MACCO, AIA 10. ALL FLUORESCENT FIXTURES ARE TO BE t , 3 DELUXE WHITE IN COLOR INDEX. ' ® 4" RECESSED CAN LIGHT, LED, NCARB 11. SMOOTH CEILING THROUGHOUT. NO � ,------- � \�� -___-__, HALL _, HALOGEN OR FLUORESCENT __ FLORIDA REGISTRATION, # AR9 6004 KNOCK DOWN FINISH ANYWHERE. Q ----- -- SURFACE MOUNTED LIGHT, LED, HALOGEN OR FLUORESCENT k Description Date NO s N WALL WASHER, LED OR HALOGEN 'Z ELECTRICAL NOTES ' . \ - 4'X 2' CEILING MOUNTED 6� — Q � z._, � Q �� _Q w�. , i.- � F s ;. LUORESCENT FIXTURE 1. REFER TO THIS SHEET FOR ELECTRICAL ---------- HARD WIRED LED ROPE LIGHT SYMBOLS. BEDROOM #3 F FI 4 G 2. RECEPTACLES ARE TO BE MOUNTED LL, �� __BA`rH #2 , ; CEILING FAN, NO LIGHT HORIZONTALLY 8"MEASURED TO BOTTOM OF _. HOUSING. UNLESS OTHERWISE NOTED. ' i PL WALL MOUNTED POOL CONTROLS 3. REFER TO PLAN FOR RECEPTICAL TYPE AND HEIGHT ABOVE COMFORT HEIGHT COUNTER ; BEDROOM #2 ' PNLBaX PANEL BOX TOPS. REFER TO CABINET DRAWINGS, NOT F ". NATURAL GAS VALVE INCLUDED IN THIS SET FOR CONFIRMATION. BATH#3\ , ' V 1 i 4. SEE MANUFACTURER SPECIFICATIONS FOR I HVAC SUPPLY GRILLE TANKLESS WATER HEATER POWER ,r - 6 , fl REQUIREMENTS. ,_ .. 7 17M AC RETURN �77%IM, µ M' 5. SEE KITCHEN DRAWINGS FOR ELECTRICAL REQUIREMENTS FOR KITCHEN. MAY VARY FROM - ry ARCHITECTURAL DWGS. T ;h : , z 6. INTERIOR 4"RECESSEED LIGHTING ON FIRST ' _,REFLECTED CEILING PLAN:- LEVEL TO BE DIMMABLE, LED W/A WARM SECOND.FLOOR 1/411 COLOR INDEX. ; 7. IMPORTANT: I ALL SWITCHES TO BE MOUNTED AT 36"AFF. � SHEPARD UNLESS ABOVE A COUNTER OR OTHERWISE NOTED. 3 8. ALL LOW VOLTAGE TRANSFORMERS ARE TO " RESIDENCE BE HIDDEN IN SOFFITS OR ADJACENT SPACES, a NOT TO BE A PART OF THE FIXTURE HOUSING. CONSULT W/ARCHITECT FOR TRANSFORMER PLACEMENT. i x 9. 6" EXTERIOR RECESSED EAVE CANS TO BE COMPACT FLOURESCENT FIXTURES.4" EAVE 4 - u LIGHTS TO BE LED. a Y -- ------Q 10. MOUNT ALL VANITY LIGHTS ABOVE MIRRORS SECOND FLOOR THAT ARE CALLED FOR AT T-0" AFF. STAIR TOWER ELECTRICAL PLAN i 2 Project Number 2014008 A 400 Date 02/09/2015 . Drawn By Author Checked By MWM REFLECTED CEILING PLAN - ROOF TOP DECK 1/4" = 1'-0" 101 Graphic Scale: finch=4 feet MEN N LO r- Scale 1/4" = 1'-0" N 0 4' 8' 12' 16' O NORTH N