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1570 PARK TER W - REVISION 6-7-16I OFFICE COPY -CITY Off' ATLANTIC BAC 800 Seminole Road Atlantic Beach, Florida 32233 Telephone (904) 247-5800 FAX (904) 247-5845 Date: (o _1 I (a Received by: Resubmitted: Permit Number: 1b- RRQkjj — 9G Original Plans Examiner: Project Name: (e uJ a 4 Project Address: ( 5-20 Perk- 7-evo4, -,,L tom.'egpt` Contractor: I UPw C - e ,t4u V- C'c, •, sContact Name: 1,r s L.g w r e Contact Phone : Q U+- 3 49 -.P 71 Contact e-mail: A C Q I h C 0 e «st h e f Revision / Plan Check / Permit Fee (s) Due: $ Description of Proposed Revision to Existing Permit: �Pclot 73ecAn.. +0 ext %-'44tna I,4% K— :+c �C,L1.1 Additional Increase in Building Value: $_ O Additional S.F. Site Plan Revised: Public W / U Approval: By signing below. I (print name) (f AQ tr Ices 4q w r w- ftc e affirm that the above revision is inclusive of the proposed changes. Signature of Contractor / Agent (Contractor must sign if increase in. valuation) Office Use Only Date: (y) % Approved: X Rejected: Plan Review Comments: ) / p G'vPC �' � $ v� l��n r '� ae.✓r ra rCc, Y��, rI� � 0rCk-v� rtment review required Yes No Buildin6 "1" Planning & Zoning Tree Administrator Public Works Public Utilities Public Safety Fire Services eo--7--1G Date ti Notified by: JUN 7 2016 ] I '�i am Plans Examiner C� 1v -1G Date 4- c'o Created 8/20/15 Rev. 2 # NUMBER OR POUND GA GAGE SCHED SCHEDULE 0 ROUND OR DIAMETER GALV GALVANIZED SECT SECTION El SQUARE GC GENERAL CONTRACTOR SIM SIMILAR STRONG—TIEPOWER 't-+ OR EQUAL,I AND GT GIRDER TRUSS SPA SPACE ® AT • ADHESIVE ANCHORING FOR CONCRETE SHALL BE HILT] HIT—HY 200 CARTRIDGE SYSTEM, SPEC SPECIFICATION LEAST 12 TIMES THE INSERT DIAMETER, UON. HOLE DIAMETER SHALL BE NO GREATER THAN HGT HEIGHT SQ SQUARE ALUM ALUMINUM HORIZ HORIZONTAL STD STANDARD AR ANCHOR ROD HSA HEADED STUD ANCHOR STIFF STIFFENER ARCH ARCHITECTURE HT HEIGHT STL STEEL ASSY ASSEMBLY wr HORIZONTALLY it UPWARDLY rr•w SUSTAINED TENSION LOADSBE r STIR STRAIGHT APPENDIX D AND CONTINUOUSLY INSPECTED PER AC1318. IF INSIDE FACE STRUCT STRUCTURAL B/ BOTTOM OF INFO INFORMATION SYM SYMMETRICAL BETWN BETWEEN INT INTERIOR BOT BOTTOM T&B TOP & BOTTOM BM BEAM JNT JOINT T/ TOP OF BLDG BUILDING JST JOIST T/U PANEL TILT—UP PANEL BPL BASE PLATE TE THICKENED EDGE BRG BEARING LB POUND THK THICK LG LONG THIRD THREADED C TO C CENTER TO CENTER LLH LONG LEG HORIZONTAL TRANSV TRANSVERSE CANT CANTILEVER LLV LONG LEG VERTICAL TS THICKENED SLAB CJ CONSTRUCTION JOINT LSH LONG SIDE HORIZONTAL TYP TYPICAL CL CENTER LINE LSV LONG SIDE VERTICAL CLR CLEAR UON UNLESS OTHERWISE NOTED CMU CONCRETE MASONRY UNIT MANUF MANUFACTURER COL COLUMN MAT'L MATERIAL VER VERIFY CONC CONCRETE MAX MAXIMUM VERT VERTICAL CONN CONNECTION MECH MECHANICAL CONST CONSTRUCTION MIN MINIMUM W/ WITH CONT CONTINUOUS MISC MISCELLANEOUS W/0 WITHOUT CONTR CONTRACTION WP WORK POINT CTR CENTER NIC NOTIN CONTRACT WS WATERSTOP CTRD CENTERED NO NUMBER F WELDED WIRE FABRIC NS NEAR SIDE DBA DEFORMED BAR ANCHOR NTS NOT TO SCALE DEFL DEFLECTION DET DETAIL OC ON CENTER DIAG DIAGONAL OD OUTSIDE DIAMETER DIA DIAMETER OF OUTSIDE FACE DiFF DIFFERENT 0/0 OUT TO OUT DIM DIMENSION OPNG OPENING DO DITTO OPP OPPOSITE DWG DRAWING ALS �}L PERP PERPENDICULAR EA EACH PL PLATE EF EACH FACE PNL PANEL PLAN, SECTION OR DETAIL N0, EJ EXPANSION JOINT PREFAB PREFABRICATED SHEET NUMBER EL ELEVATION PSF POUNDS PER SQUARE FOOT ELEC ELECTRICAL PSI POUNDS PER SQUARE INCH ELEV ELEVATOR NORTH ARROW ENGR ENGINEER QTY QUANTITY N EQ EQUAL EQUIP EQUIPMENT R OR RAD RADIUS EXIST EXISTING RD N ROUND U D / 1 KEYED NOTE TO PLAN EXP EXPANSION REF REFERENCE EXT EXTERIOR REINF REINFORCEMENT) EW EACH WAY REQ REQUIRE FOUNDATION TYPE REQ'D REQUIRED FB FLAT BAR RET RETAINING FD FLOOR DRAIN REV REVISION FDN FOUNDATION REVISION NUMBER FF FINISH FLOOR FLR FLOOR FS FAR SIDE FTG FOOTING FOOTING STEP COMPONENTi CLADDING NOMINAL WIND PRESSURES P ALL • • : i I_ • TABLE (SF) TRIBUTARY AREA SHOWN. FOR OTHER TRIBUTARY rINTERPOLATE ■ SHOWNBETWEEN VALUES : • 2) POSITIVE PRESSURES ACT TOWARD THE BUILDING. NEGATIVE PRESSURES ACT AWAY FROMBUILDING. 3) SEE DIAGRAMS F• - LOCATION OF i 4) PRESSURES SHOWN ARE NOMINAL WIND PRESSURES. MULTIPLY r FOR ULTIMATE i PRESSURES. Rr' • �3a ® 30 12o 2 1 d W 2 E BUILDINGROOF PLAN (GENERIC OWN J WALLS (GENERIC BUILDING SHO a-7 — SCALE: NTS DESIGN DESIGN PER fFLORIDA; LIVE • i ROOFS ANDCANOPIES: FLOORS- • DEADLOADS: ROOF EDUCIBLE) .......................... 20 PSF ......................................40 PSF .......................................20 PSF WIND LOADS: ULTIMATE WIND SPEED: (A CE 7-10) . ................. . 129 MPH NOMINAL WIND SPEED: .........................................100 MPH MEAN ROOF HEIGHT ............................................. 15 FT RISK CATEGORY...................................................if WIND EXPOSURE ....... ....... .......B ENCLOSURE CLASSIFICATION................................... ENCLOSED INTERNAL PRESSURE COEFFICIENT . ............................... . . t 0.18 DIRECTIONALITY FACTOR (K) ...................................... . 0.85 SHAPE FACTORS ............................................ PER CODE THIS BUILDING NOT • t N THE WIND: f DEBRIS REGION.IMPACT•GLAZING+ REQUIRED. • -ETE (DESIGN PER CURMENT ED11ION•ii PSr DRAWINGSALL REINFORCING STEEL ASTM A4115 GRADE 60. REINFORCING STEEL SHOWN ON THESE • BE WELDED SHALL BE ASTM A706 AND WELDING SHALL BE IN ACCORDANCE AWS D1.4. WELDED [DESIGNTIMBER PER •r • • (ALLOWABLE OR LRFD DESIGN) AND CURRENT EDITION NATIONALDESIGN SPECIFICATIONFOR WOOD ! • STRUCTURAL NO. SOUTHERN •PT, + t• PSF GENERAL NOTES FOUNDATIONS IF FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED, UNSTABLE, OR UNSUITABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. UNLESS OTHERWISE NOTED (UON',' ON THE DRAWINGS, MINIMUM COVER FOR REINFORCING SHALL BE AS FOLLOWS: FOOTINGS SLABS ON GRADEFROM fr ALL REINFORCING SHALL BE HELD SECURELY CONFORMANCEIN • rDURINGR 1 THE PLACING OF CONCRETE. OTHERWISEUNLESS • i SPLICES REINFORCING, • t SHALL BE AS FOLLOWS: WELDED WIRE FABRIC ........................................... "RE SPACING PLUS 6" RLL HOOKS IN REINFORCING BARil SHALL BE AN ACI STANDARD HOOK, UNLESS OTHERWISA i 134 '- •1, BOLTS SAALL:E AI 'Rlr BOLT 3, SIMPSON'ONG—TIE STRONG—BOLT2 1. APPROVED EQUAL, UON. EMBEDMFNT DEPTH INTO CONCRETE OR SOLID GROUTED MASONRY SHALL BE AT LEAST 7 11MES THE, BOLT DIAMETER. CLEAN HOLE/ INSTALL • r MANUFACTURER'SPRINTED INSTRJCTIONS. RY TO PERFORM CONCRETE TESTING. SCREW •' - • '• i OR APPROVED LION. EMBEDMENT IN COKCRETE OR SOLID GROUTED MASONRY SHALL BE AT LEAST 9 TIMES THE BOLT DIAMETER. CLEAN HOLE AND INSTALL PER MANUFACTURER'S PRINTED INSTRUCTIONS.EQUAL, JG, OR BOLTING. MAKE THE REPAIRS BY APPLICATION OF A ACTUATED FASTENERS (PAF) SHALL BE 0.157- DIAMETER HILT] X—U, SIMPSON STRONG—TIEPOWER 't-+ OR EQUAL,I i ' INTO CONCRETE AND CMU. i• NOT • r- ,R JOINT. PAF SHALL COMPLETELY PENETRATE • R r - rHALL DEVELOP & ENSURE IMPLEMENTATION i .• f ADHESIVE •- •• RY TO ACHIEVE THE STATED BEARING PRESSURE. • ADHESIVE ANCHORING FOR CONCRETE SHALL BE HILT] HIT—HY 200 CARTRIDGE SYSTEM, SIMPSON STRONG—TIE • •r APPROVED EQUAL,LION.: 1 DEPTH BE LEAST 12 TIMES THE INSERT DIAMETER, UON. HOLE DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. THE HOLE SHALL BE CLEANED PER MANUFACTURER'S RECOMMENDA11ONS BY BRUSHING OUT NTH WIRE BOTTLE BRUSH AND BLOWN OUT NTH AIR USING A COMPRESSOR • (EXCEPT WHERE PERMITTED 0` -lt OR HILTI HOLLOW DRILL • ADHESIVE ANCHORING O .• i CARTRIDGE SYSTEM O. APPROVED EQUAL,i 1 DEPTH• SOLID GROUTED MASONRY LEAST 9 11MES THE - DIAMETER, UON.•' DIAMETER SHALL BE NO GREATER THAN RECOMMENDED BY MANUFACTURER. HOLES SHALL NOT BE PLACED WITHIN 1" OF A VER11CAL MORTAR JOINT. HOLE IN rr r •. r PRINTED ri, MANUFACTURER'S ACCORDANCE GENERAL• •- REQUIREMENTS - OF •SHALL BE IN ACCORDANCE WITH MANUFACTURER'S PRINTED INSTRUCTIONS AND PERFORMED BY AN INSTALLER TRAINED BY THE M�,NUFACTURER. INSTALLA11ON OF ADHESIVE ANCHORS wr HORIZONTALLY it UPWARDLY rr•w SUSTAINED TENSION LOADSBE r PERFORMED r ADHESIVE ANCHOR INSTALLER IN ACCORDANCE APPENDIX D AND CONTINUOUSLY INSPECTED PER AC1318. • CAPAC111ES —UON, DESIGN BOND STRENGTH OF ANCHORS HAVE BEEN BASED ON CRACKED CONCRETE, TEMPERATURE •_ 1 INSTALLATIONS INTO DRY HOLES DRILLED WITH A ROTARY IMPA#T DRILL OR ROCK DRILL INTO CONCRETE THAT HAS CURED AT LEAST 21 DAYS AND HAS A CONCRETE TEMPERATURE OF AT LEAST 50 DEGREES F AT 11ME OF ANCHOR • ,. 06111f - i�� rt • • 1• • • i•� ,r • .•f r / • i • r' i' • • ••r' ' i' -•R • t :' • 1 :i''1 t: i- iii -• r • + •+ •' ' i ' 1 •f' ': t -i• 1 1 •, r a- - - our •- • : t •ri 1 • 1 �' r l...., f,r rrr r r ••■ r•r fr '•• •'r f r •• i •• •' •` i r r • ■ r r r r r r f •.:. ..... .. • • r i • • • 1 • -t i i - • •' w To 1 •• • ! t !' • 1 • • .,r • is : •i • • • i •' • •i TO THE REQUIREMENTS• i"SPECIFICATIONSFOR CONVENTIONAL FA 3TENING AND STRAPPING HAVE BEEN SHOWN ON THESE DRAWINGS TO RESIST DINGS"i • MODIFIED BY THE WIND LOADING. A4 ALTERNATE SYSTEM USING FULL HEIGHT BOLTED RODS, CABLES, ETC. DOCUMENTS. THE CONTRACTOR SHALL EMPLOY AND PAY AN (SUCH AS QUICK-- nE), MAY BE SUBMITTED AS AN ALTERNATE. SUBMIT DETAILED SHOP RY TO PERFORM CONCRETE TESTING. DRAWINGS AND °1 LCULATIONS SIGNED AND SEALED BY A REGISTERED ENGINEER FOR STANDARDS A 123, A 386, AND A 153 AS APPLICABLWHEREVER r i <. Ir •. < it rw • r •_ R GALVANIZED. <• AFTER,rr•r `.. TION UNLESS • THE TOP PATE MUST BE CONSIDERED AS TWO SEPARATE MEMBERS FOR E -D. REPAIR ALL GALVANIZED COATINGS THAT BECOME DAMAGED IN TRANSFEF'R NG UPLIFT FORCES TO THE ALTERNATE SYSTEM, UNLESS IT JG, OR BOLTING. MAKE THE REPAIRS BY APPLICATION OF A IS NAILEC 'OGETHER TO ACT AS ONE MEMBER (I.E. vQ/It CALCULATION REQUIRED). #RMING TO ASTM A 780. CLEAN ALL AREAS THAT ARE TO BE IELDS. APPLY REPAIR PAINT TO COLD SURFACES. ® WOOD WALI SHEATHING MAY BE USED TO TRANSFER THE UPLIFT FORCES PROVIDED "SPECIAL BE EMPLOYED TO CONFIRM BEARING PRESSURE STATED PRIOR TO r - rHALL DEVELOP & ENSURE IMPLEMENTATION i .• f FOR WINE , 4ND SEISMIC" BY AWC FOR ACCEPTABLE TABLES AND DETAILING). NAIL RY TO ACHIEVE THE STATED BEARING PRESSURE. SPACING A ' SHEARWALLS WILL NEED TO BE INCREASED. %EPARATION SHALL BE IN COMPLIANCE WITH APPLICABLE REQUIREMENT'_A • •' tTION. OCONTINUZ-i _ CONVENTIONAL FA 3TENING AND STRAPPING HAVE BEEN SHOWN ON THESE DRAWINGS TO RESIST ResidulnCe WIND LOADING. A4 ALTERNATE SYSTEM USING FULL HEIGHT BOLTED RODS, CABLES, ETC. (SUCH AS QUICK-- nE), MAY BE SUBMITTED AS AN ALTERNATE. SUBMIT DETAILED SHOP 1570 Park Terrace West DRAWINGS AND °1 LCULATIONS SIGNED AND SEALED BY A REGISTERED ENGINEER FOR Atlantic Beach, Florida APPROVAL PRIOF "0 FABRICATION. THE SUBMITTAL SHALL ADDRESS THE FOLLOWING: • THE TOP PATE MUST BE CONSIDERED AS TWO SEPARATE MEMBERS FOR TRANSFEF'R NG UPLIFT FORCES TO THE ALTERNATE SYSTEM, UNLESS IT IS NAILEC 'OGETHER TO ACT AS ONE MEMBER (I.E. vQ/It CALCULATION REQUIRED). Residential Design Services: Cheryl L. Lane ® WOOD WALI SHEATHING MAY BE USED TO TRANSFER THE UPLIFT FORCES PROVIDED "SPECIAL Modern Properties ADDITIONil NAILING IS PROVIDED AT THE TOP PLATE (SEE DESIGN PROVISIONS FOR WINE , 4ND SEISMIC" BY AWC FOR ACCEPTABLE TABLES AND DETAILING). NAIL 12770 Jebb Island Circle, S. SPACING A ' SHEARWALLS WILL NEED TO BE INCREASED. Jacksonville, Florida 32224 • GYPSUM 3(ARD WALL SHEATHING (EXCEPT AT GYPBOARD SHEARWALLS) MAY BE USED TO TRANSF -R UPLIFT FORCES PROVIDED SPECIAL NAILING IS PROVIDED. IF WALL SHEATHING IS USED TO TRANSFER UPLIFT THE HURRICANE CLIPS SHALL BE INSTALLED UNDER THE SHEATHING AND ON THE SAME SIDE OF THE WALL. • SHEARWA _L SILL ANCHOR BOLT SPACING MUST BE PER THE SHEARWALL SCHEDULE. HOWEVER; 1:ACH BOLT FOR THE ALTERNATE SYSTEM MAY REPLACE ONE SCHEDULED ANCHOR 3(LT. • SHEARWA-L HOLDOWNS AND FLOOR TO FLOOR STRAPPING AT END POSTS MUST BE PROVIDED ,S SCHEDULED UNLESS AN ICC REPORT OR OTHER TESTING IS PROVIDED SHOWING T IAT LATERAL SHEARWALL DEFLECTION IS WITHIN ACCEPTABLE LIMITS. • CABLE S`?'S TrS MIST BE PRE—TENSIONED TO RESIST UPLIFT LOADING. SUBMIT TENSIONING PROCEDURE FOR APPROVAL. r TRUSSES A JD CONVENTIONAL FRAMING WILL BE FASTENED WITH CONVENTIONAL FASTENEF'S AS SHOWN ON THESE DRAWINGS, UNLESS AN ALTERNATE PROCEDURE IS SUBMITTED FOR APPROVAL. • RODS OR CABLES SMALL BE TIED OFF AT EACH FLOOR. IF NOT, END POSTS SPECIFIED ,T THE GROUND FLOOR SHALL BE USED FULL HEIGHT. • FOR BUIL' IGS OVER A SINGLE STORY, TAKE UP DEVICES SHALL BE USED WITH ROD SYSTEMS T) ACCOMMODATE WOOD SHRINKAGE AND CABLE SYSTEMS SHALL BE DESIGNED AND DET41 ED TO ACCOMMODATE WOOD SHRINKAGE. EX61MININ&W TRUSS • SHALL SUBMIT SHOP DRAWINGS INDICATINGLAYOUT,DESIGN, WIND UPLIFT AT B`ARING LOCATIONS, NUMBER AND TYPES OF TRUSSES, ETC. SHOP DRAWINGS AND CALCULATIONS i. SEALED BY A REGISTERED PROFESSIONAL ••• ENGINEER. TRUSS MANUFACTURER SHALL COORDINATE AND VERIFY ALL TRUSS DIMENSIONS AND DESIGNS WITH ROOF FRAMING TRUSS TYPES ARE DIAGRAMMATIC r ARE INTENDED•. INDICATE DESIGN CONCEPT ONLY 17C 3 ROOF �,ONFIGURATION. TRUSSES SHALL B 7 DESIGNED, FABRICATED AND ERECTED IN ACCORDANCE --NATIONAL DESIGN STANDAFD 3 FOR PLATE—• r WOOD TRUSSi - i `•• DE!3h;N CRITERIA LIVE •=r DESIGN DEAD LOAD• PSF •• r • PSF BOTTOD MIN DEAD 1 • PSF PER •i BRACE BOTTOM 3 ORD AS REQUIRED FOR WIND UPLIFT. COORDINATE TIRLS3 LOCATIONS/CONFIGURAT'IONAND HVAC EQUIPMENT• AS T# AVOID CONFLICTS. SEE MECHANICAL DRAWINGS FOR LOCATIONS • i, DUCTS, PIPES, • CONTRACTOR SHALL ENSURE TRUSS C - • -. • • •••EQUIPMENT,DUCTS, ETC. TEMPORARY TRUS! BRACING SHALL BE INSTALLED IN ACCORDANCE WITH "RECOMMENDED DESIGN SPECIFICA11ONS z(R TEMPORARY BRACING OF METAL PLATE CONNECTED WOOD TRUSSES" (TPI—DSB) AND F. RECOMMENDATIONSPLATE CONNECTED WOCD TRUSSES (TPI—HIB). INSTALL ALL WEB BRACING REQUIRED BY THE TRUSS DESIGNER TEMPORARY BOTT(M CHORD AND WEB BRACING SHALL REMAIN PERMANENTLY IN PLACE. THE BOTTOM • P' BRACING SIALL NOTr 1 SPACING FOR TRUSSES WHERE NO SHEATHING IS ATTACHED TO DEGREES)THE TRUSS BOT__CA CHORD OR WITH TRUSS BOTTOM FILLER. PROVIDE 2x4 LATERAL BRACING 0 36" UNDER PIGGYBA(,K TRUSSES. ALL BRACING SHALL BE NAILED WITH 2-16d NAILS TO TRUSSES. AT TRUSSES REOL RING HORIZONTAL WEB BRACING, PROVIDE 2x4 DIAGONAL BRACE (APPROX 45 c i h AXIMUM SPACING. NAIL THE TOP END OF DIAGONALi WEB OF R ROOF, NAIL MIDDLE OF • AGONAL TO TRUSS WEB AT HORIZONTAL LATERAL BRACING LOCATION 1 THE BOTTOM END OF • TO BOTTOM OF : OF • M9914TU10,11111filwaN IV PROVIDE ALL TEMI ORATT BRACING, SHORING, GUYING OR OTHER MEANS TO AVOID EXCESSIVE STRESSES w r DURING CONSTRUCTION. STRUCTURE r • •' i BE CONSIDEREDSTRUCTURAL BEEN r • IN ACCORDANCE NTH THE •' DOCUMENTS. MCVEIGH & MAN.,( M ENGINEERING, INC OR ANY OF ITS EMPLOYEES SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTIONMETHODS,fUES, PROCEDURESOR f FOR ACTS OR OMISSII)t S OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK, OR FOR T[ FAILURE OF • CARRY OUT •r. ACCORDANCE WITH THE CONTRACT DOCUMENTS VISUAL • - -. r- i i CONFORMANCE 10 THE APPROVED PLANS AND SPECIFICATIONS DOES NOT INCLUDE OR WAIVE THE RESPONSIBILITY 17C R THE INSPECTIONS REQUIRED BY THE INTERNATIONAL BUILDING CODE. VERIFY ALL t .,: DRAWINGS. CONTRACTOR , DIMENSIONS AND CONDITIONS OF ' ' AND 91TES THAT ARE • BY NEW WORKBEFORE PROCEEDING :■ f AND CONSTRUCTION. CVEIG-HT-r &, MANGUM ENGINEERING - INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Pia: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail(a McVeighlidangum.com Ens. of Record: H. Carrineton MCVeieh License No.: 30692 OFFICE COPY EVISION gob— 96 ©ATE f ®6 ..r SiGNEp 0 Revisions: Date:11.24.2015 r . GEN. N4TES ■ cl� a m �- I I I i I I I MASTER I j I 4" CONC. SLAB ON GRADE W/WWF 6X6 — W1.4xW1.4 ON VAPOR I BARRIER AND COMPACTED E I FILL. T/SLAB EL, TO MATCH EXISTING I I I STER °\t�� aDR I34 I j I 1 ! i 1 I I I I 1 I I I � I 3 I............................: BAdF SW3 NEW ADDITION EXISTING BUILDING SW6 SW6 - r___, • I E ! I 3 I va MA, TER I i 1 .................. I I YI 31 3 V) I .................._... S5 —I- __. 1 I I I j I !I I I SLAB JT, I I SEE 1/S5 I I I I I ! I I I I --------- -- I I.......... ........................... 2 I 4 S4 SITTING ROOM 77-°•,............................... ......... ..... ......... ................... ..... ....................................................................... f / I SW3 M T/SLAB EL TO MATCH EXISTING CLOSET Mt KITCHEN f3E M � A E u;>:::3;: Ski "A FOYER z ti SF£ `. ENGINEERING -INC 9133 R.G. Skinner T'arkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6710 CA 6330 email: mail(�DtNTcVeighNlangum.com Eng-. of Record: H. Carrington McVeigh License No.: 30692 Atlantic Beach, Florida] ModernResidential Design Services: Cheryl L. Lane ip' 12770 Jebb Island Circle, S. Jacksonville, r r . 32224 ♦♦♦��\�1 VT REVISIONS • A REVISIONS Date: 11.24.2015 ALLOWAYPLAN 3 ... CLOS F •�. < E I Et E 1 13 4 4w. E rL i i RESTRM 3 ` a A T1 0% L A 1 FUUNUA UN PLAN .�. S1 1 f a, " SCALE. 4 = 1 Q EXISTING . , .. � ;..,,_..,,. �:�;, T�.��T:��:�::T::�:.T�::�.: CONCRETE SLAB ! PLAN NOTES: j I 1) FOR DESIGN CRITERIA AND GENERAL NOTES, S E SHEET S0. _::::;:;;-;;;;;;;;;;;, ,,--:__: _ 2) ELEVATIONS ARE BASED ON TfSLAB DATUM El. 0'-0", SEE CIVIL DRAWINGS FOR ACTUAL ELEVATION. 3 ) THIS FOUNDATION LAYOUT ASSUMES TRUSSES FRAMED BEDROOM !i �ARSE� AS SHO HEREIN. THE TRUSS MANUFACTURE ALL NOTIFY THE ENGINEER AND GENERAL CONTRACTOR OF ANY ADDITIONAL BEARING REQUIREMENTS PRIOR TO FOUNDATO I CONSTRUCTION. 4 7i DENOTES SHEARWALL PER SCHI DULE 2/S3 BATI RM 0 SW# SEE PLAN FOR SHEARWALL Lit AlIONS. _..............__..__._._............._.................. 1 5) FOR ELEVATIONS, WALL SECTIONS AND DIMENS ONS,_ __......_............ ..._..._.... SEE ARCHITECTURAL. PROVIDE 2' -6"x2' -6"x12" THICK FOOTING W/1 —#` EW BOT. 7) PROVIDE 4-2x4 POST AT BEAM BEARING LO'i TION. e�� f. �� :"::� 1,2 r 1 STRAP BEAM TO POST W/2—CS16 STRAPS. AND ATTACH TO FOUNDATION W/DTT22-SDS2.5 HOEDOWN. ..... .................... ...................................` L....__ ....1 8) PROVIDE 3-2x4 POST AT BEAM BEARING LO �� 110N. STRAP BEAM TO POST W 2—CS20 STRAPS AN J ATTACH TO ASTER ; FOUNDATION W/DTT22 HOEDOWN. �\ BEDROOM jai' E D R y..0 O M CLOSET E � 9) CONTRACTOR NOTE, ADDITIONAL FOOTINGS MA" NEED TO BE INSTALLED IN THE EXISTING SLAB PENDING � EHFICATIONS OF EXISTING ROOF FRAMING. _... 10 SLOPE SLAB TO DRAIN AT SHOWER. SEE AR.'.F . 11 AT CONTRACTOR'S OPTION, STEP IN CONCRE rE MAY BE REPLACED _................................_.__.._......._......_,.,....,._:...,.,.,_,..T., , _._.; _....................._ ._ ......_............_.... .._....W _._.. ......... ................._....__........_._..-------- ............_.._..____..____...._..._.___. _ __......_._._...__._ ....... f 1 W PT WOOD FILLING UP TO EXISTING FLOOR I EVEL. 1 `. ENGINEERING -INC 9133 R.G. Skinner T'arkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6710 CA 6330 email: mail(�DtNTcVeighNlangum.com Eng-. of Record: H. Carrington McVeigh License No.: 30692 Atlantic Beach, Florida] ModernResidential Design Services: Cheryl L. Lane ip' 12770 Jebb Island Circle, S. Jacksonville, r r . 32224 ♦♦♦��\�1 VT REVISIONS • A REVISIONS Date: 11.24.2015 ALLOWAYPLAN FAI \ 12 �' S5 r - --------- dn MC'VTE1G_tr1ff'& MANGUM EN GIN EER IN G• INC 9133 R,Ga Skinrier Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mai1C,_McVeighIvlangum_corn Eng. of Record: H. Carrington McVeigh License No.: 30692 1570 Park Terrace We A _Florida ResidentialDesign Cheryl L. Lane Modern Properties 12770 Jebb Island Circle, - Florida 32224 REVISIONSom s REVISIONS• Date: !I ALLOWAYPLAN. ROOF '-*F F R A Nuu M I N L S2 SCALE.. 1/4" = 1'®0„ _....__..__._._.___.. PLAN NOTES: 1) MECHANICAL DUCTWORK AND FOUNDATIONS HAV;-_ SEEN � THE ORIENTATION DESIGNED OR E TRUSS 0 ENTA 0N SHOWN ......................_ _._: TRUSS MANUF. SHALL NOTIFY THE ENGINEER AN') GENERAL ' CONTRACTOR OF ANY ADDITIONAL BEARING REQUIF EMENTS i .-... j PRIOR TO FOUNDATION CONSTRUCTION. .....j f E. E 2) FOR SHEARWALL LOCATIONS, SEE GROUND FLOOD 'LAN. �WEl f� 3) DENOTES INTERIOR BEARING WALL BEI OW. i ................._ 4) FOR ELEVATIONS, WALL SECTIONS AND DIMENSIO V. , ...........SEE ARCHITECTURAL. 5) GIRDER TRUSSES MAY SUBSTITUTED FOR HEADEF'S AND BEAMS. ..............................._........ ...... . ....._......._._. 5'":: A'9 f 6) COORDINATE TRUSS PLACEMENT W/ MECHANICAL , SND (_ ( I PLUMBING TO AVOID OBSTRUCTIONS TO DUCT AND PLUMBING. _____..____.........._._........_, E 7) SEE 9/S3 FOR TOP PLATE SPLICES. 9) DENOTES VAULTED CEILING. SEE ARCH. 1 10) REMOVE EXISTING BEAM AND RE -ATTACH EXISTING FRAMING TO NEW BEAM TO MATCH EXISTING CONNECTIONS. ..... 11 WOOD PANEL SHEATHING BETWEEN TRUSSES. TYP WHERE SHOWN SEE 10/S5. 1 iPROVIDE 2-2x4 POST FROM VALLEY BEAM DOWP< 1'0 2-2xBEAM BELOW, ........... ............. ! 1 STRAP BEAM ABOVE AND BEAM BELOW TO POS 1/2-HTS16 TWIST STRIPS. t 13) ATTACH CEILING FRAMING TO MATCH EXISTING. (3--12d TOE NAILS MINIMUM) dn MC'VTE1G_tr1ff'& MANGUM EN GIN EER IN G• INC 9133 R,Ga Skinrier Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mai1C,_McVeighIvlangum_corn Eng. of Record: H. Carrington McVeigh License No.: 30692 1570 Park Terrace We A _Florida ResidentialDesign Cheryl L. Lane Modern Properties 12770 Jebb Island Circle, - Florida 32224 REVISIONSom s REVISIONS• Date: !I ALLOWAYPLAN. ROOF u LOCATION UPLIFT FASTENER 1 R STUD POST PLATEIFDN ROOF TRUSS (2) <455# 1-H5 4-8d 4-8d 34e" OSB <600# 1-H2.5A 5-8d 5-8d <1200# 2-H2.5A 5-8d 5-8d S >1200# SEE DETAIL 3/S4 1%" LONG), OR #6 1Y4" TYPE S TOP PLATE CLIP AT EXT SPH CSD 32 12-10dxlX - WALLS & INT WALLS W/ ROOF BEARING (4) SHEARWALL NAILING PATTERNS. 2x6 8'-0" 2-H3, 2-H5 OR TS12 4) ONLY ONE HOLDDOWN IS REQUIRED AT INTERSECTING OUTSIDE CORNER SHEARWALLS WHICH CLIP AT EXT :: INT WALLS ROOF BEARING (4) SILL PLATE i FOUNDATION rj ANCHOR ;'O SLAB OR CMU WALLS -.. WASHER OR "MASA" Cj., NOTES: 1 ALL CONNECTORS r ARE f ifUON. OTHER .SUBSTITUTED. NAIL SIZE AND NUMBER SHALL BE IN i -r. -CATALOG. ROOF TRUSS CLIPS SHALL BE SELECTED TO PROVIDE RESISTANCE SHOWNON ROOF TRUSS SHOP DRAWINGS. ADDITION • SCHEDULED HOLD DOWN, PROVIDE •, TOE EMBEDMENT f" BOLTS SHALL BE AS FOLLOWS: ANCHOR BOLT TYPE -Y-0 Wo %"0 %no EMBEDDED ANCHOR IN TOP OF i EPDXIED THREADED -fr `ANOTES­ EXPANSION ANCHORS• EDGE DISTANCE FOR SILL PLATE BOLTS SHALL BE A MIN OF )� OF SILL WIDTH. r DISTANCE FOR HOLDOWNS AND ALL OTHERS SHALL BE ZY2- MIN. EMBEDD - ANCHOR BOLTS SHALL BE HEADED OR BE THREADED RODS WITH A NUT ATTACHED TO THE EMBEDDED END. J—BOLTS- THEN Y2"O ARE • PERMITTED. 4) WHEN TRUSS UPLIFT EXCEEDS 780 LBS, PROVIDE WALL CLIPS AND STRAPPING AT s OC, OR LTT20B FROM- i STUD AND STUD TO SLAB. EXPANSION i- NOT r AT f' SEE SHEARWALL SCHEDULE FOR SILL PLATEATTACHMENTi t 1' WALL STUD SEE STUD SCHE SEE NOTE 1 SEE NOTE 2 L O w C" O N Z r- Q LA U-1 r U LO > r � �V) 3 IQ to LOW I _ : C V) O Z 0 LyLJJ Q f- 0CD �Q �V) u� Ln ao c,4 LV We • O SHEAR SHEATHING FRAMING FLOOR WALL(1) TYPE S SW3 GROUND Vie" OSB I SW6 GROUND 34e" OSB I SW4 GROUND 9" GYPSUM S WALLBOARD N( ( S 7 GROUND V GYPSUM S SEE PLAN TYPICAL SHEARWALL ELEVATION NOTES: 1) END POST SEE SHEARWALL SCHEDULE. 2) HOLD-DOWN ANCHORS ARE SPECIFIED IN THE SHEARWALL SCHEDULE FOR EACH END OF SHEARWALL. 3) BOTTOM SILL PLATE TO FOUNDATION CONNECTORS AS SPECIFIED IN THE SHEARWALL SCHEDULE. 4) SHEARWALLS ARE DENOTED SW# ON STRUCTURAL PLANS. 6 ELEVATIUIN S3 SCALE. NTS Renovations to the: , A Ilow ay Residence SHEARWALL TU SCHEDULE" E SCHEDULE 1570 Park Terrace est (FOR SINGLE STORY BUILDINGS) 0: INTERIOR Atlantic Beach, Florida NAILING 7 BLOCKING HOLD DOWN EACH END(4) # END SILL PLATE LOCATION EXTERIOR LC 4D BEARING LOCATION HEADER EDGE INTERMEDIATE REQUIRED 0 SLAB POST STUDS ATTACHMENT (5) SPACING SPACING STUD 2x6 ® 16" 2x4 ® 16" INTERIOR Residential Design Services: „ „ HDQ8-SDS3 STUD GRADE SPF S" LJ D GRADE SPF LOAD BEARING 2-;2x12 Cheryl L. Lane 3 12 YES 3 J� 0 ANCHOR BOLT (3) ®R 0 20" OR MASA 0 S: Modern Properties HDU11-SDS2.5 w/ 4 EN® STUDS °® 16 1) SYP DENOTES SOUTHERN YELLOW PINE SPAN < 4'--6" : 3-2x6 12770 Jebb Island Circle, S. 6" 12" YES HDU5®SRDS2.5 2 A" ANCHOR BOLT 2) SPF DENOTES SPRUCE -PINE -FIR. (NOT SPRUC a -PINE -FIR SOUTH) EXTERIOR Jacksonville, Florida 32224 32" OR MASA 0 3) INTERIOR NON LOAD BEARING STUDS SPAN < 6'.-0" : 3-2x8 (3) HTT5 W/26 -10d 3201 SHALL BE 2x4 0 24" STUD GRADE SPF. N T 411 411 YES 2 V O ANCHOR BOLT 1) USE THIS SCHEDULE ONLY FOR HEADERS DTT2 0 48" OR MASA CSD AND BEAMS THAT ARE NOT CALLED OUT (3) 481OR PDF ® 12 ON PLAN. N®TES: FRAMING � 1) SEE PLANS FOR SHEARWALL LOCATIONS. (AT 24" OC MAX) MAXIMUM SPAN CLIP / STRAP 2) GYPSUM WALLBOARD ATTACHMENT SHALL BE MINIMUM 6d COOLER (1 %"X0.092") W/ V" MIN HEAD 1 Y4" X 0.120" WALLBOARD NAILS W WMIN HEAD , 1Y4" LONG 16 GAGE STAPLES (1Y2" LEGS 1%" LONG), OR #6 1Y4" TYPE S R W DRYWALL SCREWS. 2x4 5'-5" H3, H5 OR TS9 3) SEE ELEVATION 6/S3 FOR TYPICAL SHEARWALL ELEVATION. SEE DETAIL 7/S3 FOR TYPICAL SHEARWALL NAILING PATTERNS. 2x6 8'-0" 2-H3, 2-H5 OR TS12 4) ONLY ONE HOLDDOWN IS REQUIRED AT INTERSECTING OUTSIDE CORNER SHEARWALLS WHICH HAVE A COMMON END POST (USE LARGER HOLDDOWN). 5) y2"O ANCHOR BOLTS SHALL BEE BEDDED A MINIMUM OF 7" INTO THE SLAB. AT INTERIOR WALLS 2x8 10'-0" 2-H3 2-H5 OR 2-TS9 NOT LOCATED ALONG THE EDGE DF THE SLAB, X"O EXPANSION BOLTS EMBEDDED 4" MAY BE SUBSTITUTED FOR CAST -IN-PLACE ANCHOR BOLTS. AT EXTERIOR WALLS, y2" O BOLTS EPDXIED 2x10 12'-0" 2-H8 OR 2-TS9 INTO SLAB MAY BE SUBSTITUTED 6) POWER DRIVEN FASTENER (PDF) SHALL HAVE A SHANK DIAMETER OF 0.145" AND SHALL " PENETRATE A MINIMUM OF 1y4" INTO CONCRETE. 2x12 14 -6 2-H8 OR 2-TS12 EDGE OF SHEARWA OR DECKIIS GYPSUM BOARD 0' PLYWOOD PANE SUPPORT 112" OC MAX, UON NOTES: 1) FLOOR AND ROOF SHEATHING SHALL BE STAGGERED AS SHOWN WITH LONG DIRECTION OF PLYWOOD TRANSVERSE TO TRUSSES OR JOISTS. 2) UNSUPPORTED (UNBLOCKED) PANEL EDGE. PROVIDE BLOCKING IF REQ'D BY NOTES OR SCHEDULE. NAILING REQUIREMENTS FOR FLOOR, ROOF DECK & SHEARWALL 7 UETAI L Q!�7 SCALE: NTS 1) USE THIS SCHEDULE FOR AREAS NOTr WITH ROOF TRUSSES. 2) ALL CONNECTORS LISTED i x c4 f STAGGERED EA SIDF 1 �11 1e„ 2-2x STUDS 3-2x STUDS BUILT—UP COLUNINS/STUDS 8 ru" ETA I L S3 J SCALE: NTS .. 4'-0” MINIMUM LAP c1 10 lf - r SIDE :1EA PLY .s f • MINIMUM EACH S D OF TYPICAL TOP PLATE SPLICE 9 ru"ETAIL S3 SCALE: NTS ie ENGINEERING—INC 9133 R.G. Skinner Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770 CA 6330 email: mail@IVIcVeighMangum.corn Eng. of Record: H. Carrington McVeigh License No.: 30692 Date: O . , L .j O O F_ a O O U (l ) Pr LOLL- 0 Z O V) V) U_ U-1 uiZ I_ ryr a Ld V)//� V) LaJ CK CL X W LaJ H =i O _ t - Z O U Z O 0- W O W Cn Z a c w Q U-1 Of a_ V) _ _ tr O LL _, Q z ca Of O LI _ O d LiJ pU U-1 w M _..a _ c� Z Q U_ O W V) Ll h MIA r • • Lr , r SM T004 II + ' R ••r AIM II ANCHOR BOLT EMBED IN FTG OR POST INSTALL SEE FASTENER SCHED NOTE: HTTS W/26 -10d NAILS MAY BE SUSTITUTED FOR HDU5 T Wf HDU5 CAPACITY = 3965# i H SILL PLATE- s S4 J SCALE: NTS ♦ r i r - • ANCHOR BOLT & rrnv, e®3a WITHIN 6" OF OPENING ��, ,- _ r R -•r so •. r r : it rr• R • r MEW AwrAmedaw,:- !Tr r *• R •r ,. =r •■ r ■ r _. r. --! r o •r r Iwo amiuma=1 MAI WAIr - i • SPC; '■111�J II '� rr0 ANCHOR BOLT EMBED IN FTG OR POST INSTALL, SEE FASTENER SCHED NW*- '■111�J II '� rr0 ANCHOR BOLT EMBED IN FTG OR POST INSTALL, SEE FASTENER SCHED NW*- • i ir• ii- , - ,1 r -•R R -• --• r • Rr• A ra • ♦- •a R i • ! •r i R ! i •' • rrM �- • ul V)X VJ W/r CONSTRUCTION JOINT PERMITTED rr i SECTIONS DETAILS ENGINEERING—INC 9133 R.G. Skinner- Parkway Jacksonville, Florida 32256 Ph: (904) 483-5200 Fax: (904) 636-6770IL Ar CA 6330 email: mail(a Mc VeighNlc�gum.eom Eng. of Record: H. Carrington McVeigh License No.: 30692 m COMPACTED FILL REINF (IF REQ'D), SEE PLAN LIJQ cn a SCALE: NTS WWF, SEE PLAN T SLAB EL, SEE PLAN — 1-#4 CONT 8" 7/6' OSB DIAPHRAGM FASTEN TO TOP PLATE WITH 16d 0*" DOUBLE TOP PLATE SHEARWALL SHEATHING, SEE SCHEDULE ROOF SHEATHING ROOF TRUSS, TYP DOUBLE 2x TOP PLATE NO.2 SYP 2x4 NAILER FASTEN TO TRUSS BOTTOM CHORD W/ 10d NAILS 0 STUD WALL,_ SEE PLAN SHEATHING, - SEE PLAN #4 CONT - GRADE/ z r� 4-12d (2 ES) TOE NAILS EA END, FROM BLOCK TO TRUSS TOP CHORD SIMPSON A33 CLIP - 2 -12d NAILS CONTINUOUS PT 2x SILL PL W/ ANCHOR BOLT. SEE FASTENER SCHED CLIP, SEE FASTENER SCHEDULE F, SEE PLAN I T/SLA ® ® ® SEE P 0 77 3-#5 CONT / #3036" TRANSV 2x4 BLOCKING 0 - SHEATHING JOINT SHEATHING--\ 3-12d NAILS TYP AT VERTS I SEE NOTE #2 .I I ROOF SHEATHING, SEE PLAN \\-FASTEN DIAPHRAGM ROOF TRUSS, TO 2x4 NAILER SEE PLAN WITH 8d 0 *", TYP BOTH NAILERS GYP BOARD, TYP CLIP, SEE ALTERNATE CONNECTION FASTENER SCHEDULE ALIGN TRUSS OVER WALL AND CONNECT BOTTOM CHORD TO TOP WOOD BEAM, -/ PLATE W/ SIMPSON LTP4 CLIP 0 SEE PLAN 12". (24" FOR SHEARWALLS WITH EDGE SPACING GREATER THAN 4") aSEC"'TION S5 SCALE: NTS SRT007C STUD WALL, SEE ARCH Mw 2x PT BOTTOM PLATE /ANCHOR BOLT (SEE CLIP, SEE T SLAB TO FASTENER SCHEDULE) FASTENER SCHED MATCH EXISTING #4 CONT SLAB 2x4 X -BRACE CSD 48" OC* 4-16d SEE NOTE #2 12d 0 4" C FROM LATERAL ACE TO I BLOCK BELOW [-■---2x4 SC NAILED TO TRUSS IF VERT WEB IS NOT PRESENT 7/7/ 2x4 BLOCKING ® 48" OC BETWEEN GABLE AND FIRST TRUSS H5 CLIP 0 48" OC FROM BLOCKING TO DBL TOP PL *NOTES: 1) WHERE "H" EXCEEDS 7'-0" X -BRACES SHALL BE 2x6. 2) WHERE "H" EXCEEDS 10'-6" X -BRACE MEMBERS SHALL BE NAILED TO VERTICAL WEB (OR SCAB) AT EACH TRUSS. 10T I N' SEG S5 SCALE: NTS SRT005F • r a CS20 STRAP W/ 14-10d NAILS ONE LEG OF 2 (4 (7 EA END) X -BRACE 0 4 3" OC TOP CHORD OF 2-12d NAILS GABLE END TRUSS DROP 3q,.8H BOTTOM CHORD OF GABLE f� END TRUSS W/ 12d TOE NAILS 8" OC TO DOUBLE TOP PL BRACE VERTICAL MEMBERS _ OF GABLE END TRUSS PER TRUSS MFR DETAILS12d NAILS ® 4" OC -- r` .' '� DOUBLE TOP PL BOTTOM CHORD OF 2-12d NAILS COMMON TRUSSES j f Cit 24°° OC 3-12d NAILS - CS20 STRAP 0 EACH >- W/ 14-10d NAILS TRUSS ' BOTTOM CHORD OF GABLE END TRUSS H5 CLIP FROM BLOCKING TO _— DBL TOP PL 2x4 2x STUDS PER PLAN TRUSS 0 6" 2x4 OUTLOOKER 2x4 NAILED TO TOP 24" OC PLATE w/16d 0 3" ROOF TRUSS, 2X4016" STUD - TYP GRADE SPF STUDS EXISTING F SHEATHING CLIP, SEE FASTENER SCHEDULE DBL 2x TOP PL STUD WALL CONT 2x4x8 BLOCKING 0 48" OC #2 SYP LATERAL BETWEEN GABLE END BRACE CSD 48" OC TRUSS AND FIRST COMMON TRUSS 4-10d TOE NAILS. �--2 EACH SIDE ROOF SHEATHING SPLICE WITH EXISTING SHEATHING OVER ROOF RAFTERS GT ROOF TRUSS r .. SEE PLAN EXISTING ROOF RAFTERS Revisions: ATTACH SILL TO EXISTING FRAMING tr 12 SECTI ON W/12d ® 12" O.0 S5 SCALE: NTS INTO EXISTING RAFTERS WWF, w SEE PLAN �\ Residential Design Services: L' \\ \\\\ Cheryl L.Lane LLJ z Ld — SEET/SLPLANAB Modern Properties a / -------------- --........_. 12770 Jebb Island Circle, S. NEW EXISTING Jacksonville, Florida 32224 .. 3-5 CONTINUOUS -/3= /#3 Cit 36" OC TRANSVERSE 2,-0„ 00 4 S E U` T10% NA 3 0SA-*' T S5 SCALE: NTS S5 SCALE: NTS 2x4 OUTLOOKER 0 24" OC ALIGN ONE OUTLOOKER W/ EA X -BRACE OR 2x4 BLOCK CSD 48" OC 4-12d TOE NAILS BLOCKING (2 EA SIDE) /�� A OUTLOOKER / 0 EACH SIMPSON A33 CLIP I 2x4 X -BRACE CSD 48" OC* 4-16d SEE NOTE #2 12d 0 4" C FROM LATERAL ACE TO I BLOCK BELOW [-■---2x4 SC NAILED TO TRUSS IF VERT WEB IS NOT PRESENT 7/7/ 2x4 BLOCKING ® 48" OC BETWEEN GABLE AND FIRST TRUSS H5 CLIP 0 48" OC FROM BLOCKING TO DBL TOP PL *NOTES: 1) WHERE "H" EXCEEDS 7'-0" X -BRACES SHALL BE 2x6. 2) WHERE "H" EXCEEDS 10'-6" X -BRACE MEMBERS SHALL BE NAILED TO VERTICAL WEB (OR SCAB) AT EACH TRUSS. 10T I N' SEG S5 SCALE: NTS SRT005F • r a CS20 STRAP W/ 14-10d NAILS ONE LEG OF 2 (4 (7 EA END) X -BRACE 0 4 3" OC TOP CHORD OF 2-12d NAILS GABLE END TRUSS DROP 3q,.8H BOTTOM CHORD OF GABLE f� END TRUSS W/ 12d TOE NAILS 8" OC TO DOUBLE TOP PL BRACE VERTICAL MEMBERS _ OF GABLE END TRUSS PER TRUSS MFR DETAILS12d NAILS ® 4" OC -- r` .' '� DOUBLE TOP PL BOTTOM CHORD OF 2-12d NAILS COMMON TRUSSES j f Cit 24°° OC 3-12d NAILS - CS20 STRAP 0 EACH >- W/ 14-10d NAILS TRUSS ' BOTTOM CHORD OF GABLE END TRUSS H5 CLIP FROM BLOCKING TO _— DBL TOP PL 2x4 2x STUDS PER PLAN TRUSS 0 6" 2x4 OUTLOOKER 2x4 NAILED TO TOP 24" OC PLATE w/16d 0 3" ROOF TRUSS, 2X4016" STUD - TYP GRADE SPF STUDS EXISTING F SHEATHING CLIP, SEE FASTENER SCHEDULE DBL 2x TOP PL STUD WALL CONT 2x4x8 BLOCKING 0 48" OC #2 SYP LATERAL BETWEEN GABLE END BRACE CSD 48" OC TRUSS AND FIRST COMMON TRUSS 4-10d TOE NAILS. �--2 EACH SIDE ROOF SHEATHING SPLICE WITH EXISTING SHEATHING OVER ROOF RAFTERS GT ROOF TRUSS r .. SEE PLAN EXISTING ROOF RAFTERS Revisions: ATTACH SILL TO EXISTING FRAMING tr 12 SECTI ON W/12d ® 12" O.0 S5 SCALE: NTS INTO EXISTING RAFTERS Cs' 090, 0 q _M; I Wil kill u- wala = W 11 ............. SEE SECTION 3/S5 o� law# um-omwel" -MERM•M q OEM X X x .............. ,,jz zzi SEE SECTION 3/S5 MUM @�9�i�li[�l�l X EXISTING H2.5A BEARING @ 32" WALL EXISTING ATTACH STUD UNDER VALLEY SUPPORT TO FDN BEAM w/DTT2Z HOLDOWN EC: a UK M, A SHEET ADDED 9133 I2.Ci. Sle:inner Parkway 3acksonville, Florida 32256 CA 6330 email: snail�McVeighMangsun.corn Lng. ofl2ecorcl: H. Carrington McVeigh License No.: 30E92 Selo $�A.G OA/ RX NA OFFICE COPY