Loading...
66 FORRESTAL CIR S - ADDITION DRAWINGSMAP SHOWING BOUNDARY SURVEY OF s SHOWN ON MAP OF LOT Z BLOCK 2 A OFFIr7 ,��j � �- ATLANTIC BEACH VILLA UNIT NO. 1 AS RECORDED IN PLAT BOOK 30 PAGES 56 OF THE CURRENT PUBLIC RECORDS OF DUVAL COUNTY, FLA. CERTIFIED TO: DENISE RENBARGER N69- ' 6eEq� �3I 2s c ens T NAIL & DISK; LB #3857 ASPHALT PAVEMENT ACROSS E STREET FROM THIS LOT NATION: (5.50) L r e 0 L OCk 0 2 N69�3�'2 sw /At <6o,C/R R��yr Clc- OF - FfNC 2�Nf 0o r C s S F 4, THAI k 2 k Nk fN F cf .0 p, :LEVATIONS SHOWN HEREON ZEFER TO NAVD OF 1988 FP. T a , a Y�J■ THIS SURVEY WAS PqIRFORMED WITHOUT THE BENEFIT OF A TITLE COMMITMENT. THERE MAY BE ADDITIONAL EASEMENTS AND/OR RESTRICTIONS THAT ARE NOT SHOWN ON THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. THE LAND SHOWN HEREON IS IN THE SPECIAL FLOOD HAZARD ZONE "X" & "AE" (EL 7.0) AS SHOWN ON FLOOD INSURANCE RATE MAP 0408 H FOR DUVAL COUNTY, FLORIDA, F.I.R.M INDEX DATE 06-03-13 DENOTES FOUND 3/4" ® IRON PIPE NO I.D. UNLESS OTHERWISE NOTED UNDERGROUND ENCROACHMENTS NOT LOCATED ALL AMERICAN SURVEYORS OF FLORIDA, INC. LAND SURVEYORS — 3751 SAN JOSE PLACE, SUITE 15 — JACKSONVILLE, FLORIDA, 32257 — 904/279-0088 — LICENSED LAND BUSINESS NO. 3857 — J —4 ALL AMERICAN SURVEYORS OF FLORIDA, INC. —9 —8 Lleand COV. - COVERED FND. = FOUND ESM'T = EASEMEN�F CONC - CONCRET= MON. = MONUME IT P. = IRON PIP_ I.R. IRON RO ) A = DELTA GLE CH = CHORD A = ARC LEN'TH R = RADIUS L (ULAiED (D) = CDEED (P PLAT (R = RADIAL L NE q = CENTER _INE R/W - RIGHT -0 -WAY (A) - ACTUAL (W) = WITNESS j F.F.E. = FINISH FLOOR ELEVATION A/C AIR CONDITIONER I.D.= IDENTIFICATION P.R.M. = PERMANENT REFERENCE MONUMENT P.T. = POINT OF TANGENCY P.C.P. PERMANENT CONTROL POINT P.C. = POINT OF CURVE P.R.C. = POINT OF REVERSE CURVE P.C.C. = POINT OF COMPOUND CURVE B.R.L. - BUILDING RESTRICTION F.P.&L.= FLORIDA POWER & LIGHT (TYP.) = TYPICAL NGVD - NATIONAL GEODETIC VERTICAL DATUM NAVO - NORTH AMERICAN VERTICAL DATUM N.T.S. = NOT TO SCALE LB - LICENSED BUSINESS P.I. = POINT OF INTERSECTION EOW = EDGE OF WATER TOB = TOP OF BANK F B. NOTES D.C. 84378-164748 THIS IS TO CERTIFY THAT THE ABOVE LANDS WERE SURVEYED UNDER MY RESPONSIBLE SUPERVISION AND DIRECTION, THAT THERE ARE NO ENCROACHMENTS EXCEPT AS SHOWN AND THAT THE SURVEY SHOWN HEREON MEETS THE MINIMUM TECHNICAL STANDARDS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL SU-?VT_YORS AND MAPPERS PURSUANT TO CHAPTER 472.027 / CHAPTER 61G17-6, FLvFiIDA STATUTES. SCALE 1 =20 DATE 07-13-18 DR. BY DEL SURVEY NOT '.IALID UNLESS EMaOSSED BY SEAL JAMES D. HARRISON, JR., No. 2647 MICHAEL A. GrARRETt`, ',o. 664�^3y ` LO A REGISTERED Sl1RVEY0R q- D' MAPPER DIR. P:\2018 (83200) ORDER NO. 164748—MTG FILE 84378 IF GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS DESIGN SPECIFICATIONS � z Q --•-- --�-� G SPECIFICATIONS �woc� FLOOR SHEA THIN �J �CD� 1� 1z COMPONENTS &CLADDING 23 32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND NA fL WITH 10d COMMON @ 6 O.C. EDGE &FIELD �, W L N o DESIGN CODE. ALLOWABLE DESIGN PRE SSURES / M ( 2017 FLORIDA [UtLDING CODE - EXISTING KATION - TYPE 11 ALTERATION INTERIOR EDGE STRIP (PSF): ROOF SHEATHING SPECIFICATIONS: SIF Y NAILS @ 6" Q.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. V► v o f WORK CLAS TRIBUTARY COMPLIANCE METHOD) AREA sf) - q.'-6" SHINGLE- MIN. '%s 24/16, APA RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2 RING SHANK (WORK AREA C ��.,.,..r,�..�•_...,._, ( ZONE (PSF) a - �1 W � x �. .� DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, +1$ 2 -19.8 +18.2 -24.4 WITHIN 4'-0" OF ROOF EDGE . U UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. 10 6 3 -17,9 +16.3 -20.6 WALL SHEATHING SPECIFICATIONS: - +1 7SB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE DESIGN LOADS: ACTUAL AND UNIFORM 50 FLEXIBLE FINISH MIN. /,6 24/16, APA RATED 0 BRITTLE FINISH. VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARD! PANEL &BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRI TL ROOF INSTALLED HORIZONTALLY OR VER - _ .25 100 +15.5 --17.0 +15.5 -19.0 cd 1 it ED w 8d @ 6" O.C. EDGE AND 6" O.G. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL ROOF LOADING ( ) psf STUCCO FINISH, -MIN. 7/16 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTEN / f ay TOP CHORD LIVE LOAD 20 p INGLESr in f ARCH SHINGLES) LLOWABLE WIND PRESSURE VALUES (I SD). THE STUDS , .R��*.. Jjf TOP CHORD DEAD LOAD 7 psf ( THE VALUES ABOVE AREA �` BOTTOM CHORD LIVE LOAD 10 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 60 AS PER ITTED BY ! R DUCTION SPECIFICATIONS: - 5. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 ��'���0�� BOTTOM CHORD DEAD LOAD 5 psf THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER MASONRY SPE MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI530.1 0 CRITERIA: SHALL BE PERMITTED M SE AGGRTE SIZE OF 3/8 PLACED AT AN 8" TO 11" SLUMP. MORTAR SHALL CONFORM TO ASTM C270 AND ter' No. 1 � DAY COMPRESSIVE STRENGTH OF 2000pi PER ASTM C1019, GROUT SHALL HAVE A MAXIMUM RESPONSIBLE BLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. DEFLECTION C p OR BOTH TAR MAY BE USED IN BRICK VENEER. CONTRACTOR SHA ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 COMPONENT &CLADDING WALL ELEMENTS SHALL BE DESIGNED TYPE M OR S. TYPE N MOR A F 0 &TOTAL LOAD L/240 NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. FLOOR FRAMING: LIVE LOAD L/36 POSITIVE AND N _ TE MASONRY UNITS MU : CONCRETE i� GRADE N-1 NORMAL WEIGHT, WITH A MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm-1500 psi}. GROUT ALL'`-.y���aa.®b••=,t�,.••'',��,,,,,:0� WIND LOADING: LINEAR INTERPOLATION IS PERMISSIBLE. CMU SHALL BE IN ACCORDANCE WTH ASTM C90-75, HOLLOW LOAD-BEARING (CMU}, TYPE 1, Slow y, • J JJ ff t- ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A ! 530.1-02 1N THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". ' �<,:��-/���r�i / CELLS CONTAINING VERTICAL REINFORCEMENT IN 5 -0 MAXIMUM LIFTS PROVIDE CLEAN OUTS PER AC ''- CHORD AND 5 PSF j'Qi`ldil3ilSN'' 5 PSF TOP C = SUCTION. ION OF SUCTlO MIN. DEAD LOAD CONDITION PLUS =PRESSURE AND MINUS TED FOR THE BEARING POINTS A ALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY UNITS WITH TYPE 'S' MORTAR. WALL COURSING SHALL BE RUNNING BO CALCUL MASONRY UNITS SH BOTTOM CHORD. REAL TIONS MASON PERMITTED SHALL BE 48 BAR 09.26.18 SHALL BE REDUCED. SPECIFICALLY, ATTIC FLOOR MASONRY STEMWALLS: ALL CONCRETE OF ROOF TRUSSES INC TO THE WALL FRAMING j1S THE USED. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE , LIVE LOADS SHALL BE MULTIPLIED • DESIGN OF WINDOWS/DOORS FASTEN MEET STACK BOND SHALL NOT BE U F L L T WITH - 4 @ 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT Christopher } sabourin PE LIVE LOADS COMBINED WITH ROOF RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL DIAMETERS. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL NEIGH 61 BY 0.75 WHEN COMBINED w/ DEAD LOAD. THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE FL P E#7I SPEED ASCE 7-10) -------------- 130 MPH VERY OTHER COURSE AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1 /S1.0. UNLESS NOTED OTHERWISE. LAP JOINT REINFORCING SHALL PLAN NAME BASIC WIND { HORIZONTAL JOINT REINFORCEMENT AT 16 O.C. VERTICALLY, (E � 66 FOREST cIR s ------------- 1.00 --------- BE A MINIMUM OF 6". DATE IMPORTANCE FACTOR - �� ---------------------- 15.0 FT 08.15.18 MEAN ROOF HEIGHT a� ----------------------- a I - CLAY MASONRY (BRICK): SSE No. ----- /2 /12 � ALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, &HOLLOW BRICK, RESPECTFULLY. H ANGE-18-0100 ROOF PITCH BRICK S ---------------- 11 BUILDING CATEGORY - - - - - - - a B ___------------ CONCRETE SPECIFICATIONS: EXPOSURE CATEGORY ----�----- -� -08 AND SHALL BE CONSTRUCTED tN ACCORDANCE WITH AC1 301. ALL CONCRETE SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 ISSUE DATE _____--_--------- CLOSED �� DENOTES EDGE STRIP. I ALL CONCRETE HAS BEEN DE_51GNED !N ACCORDANCE WITH ACI 31 , SSI FI CATI ON - EN r---- AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. PERMIT 08.15.1 ENCLOSURE CLASSIFICATION _ _ SEE C 8c C CHART COEFFICIENT ----------- _ ± •18 BLDG DEPT INTERNAL PRESSURE COE ABOVE FOR 'a' DIMENSION 09.26.1s ZL REVIEW GENERAL NOTES: - a N DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS REVISIONS DATE a ---� FOOTING AND FOUNDATIONS: GS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN FOOTIN SPECIFICATIONS THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF -�-�� MATERIAL a SURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, RECOMMENDED TO VERIFY SUITABLE SUB a _Ja ORGANIC MATERIAL'� L AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. HARDWARE AND ANCHORS. Iz- GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DQ NOT SCALE FOOTING DIMENSIONS AN ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR ASTM A 307 OR ASTM F 1554 GRADE 36. [NOT ACTUAL PLAN] LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. EXPOSED TO COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVID ff ARE E CONCRETE METAL CONNECTORS; ALL METAL CONNECTORS WHICH UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CO EXTERIOR SHALL BE GALVANIZED.SERVICE,J NFORCENG AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EAc..,H E PE OF @ 48 O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REIR SCOAR DIAMETERS RETROFIT REBAR/ROD INSTALLATION. EMBEDMENT OF RODS OR REB AR B DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE /4 ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 AND " LARGER THAN THREADED ROD SIZE. MEANS AND METHODS: CONTROL OR BE REI PONSIBLE CONCRETE SLABS ON GRADE:_ 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR LARGER THAN REBAR SIX A /8 THE STRUCTURAL ENGINEER SHALL NOT HAVE S (U.O.N.) FOR CONSTRUCTION MEAIlS, METHODS, TECHNIQUES, PROCEDURES, OR SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR PR ANY PREVENTION OF SUBTERRANEAN TERMITES. CARTRIDGE INSTALLATION ONLY): OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF (DUAL CA R 0 UT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE Y: 1TW RED HEAD A7 THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONT SACT SAWCUTS: FOR CONTROLLED CRACKING CUT A 1 SAWC EPDX REINFORCING STEEL. SHALL BE ASTM A615, GRAD E 60. DOCUMENTS. METHODS. STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. (WWF): SHALL BE ASTM A185. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: WOOD FRAMING SPECIFICATIONS: IC NATIONAL DESIGN SPECIFICATIONS (NDS} FOR WOOD CONSTRUCTION LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WELDED WIRE FABRIC ( ) AMINATED VENEER LUMBER _ (LVL): ALL L THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINES ARE ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH ' TREATED. IF ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF AC A LAMINATED VENEER LUMBER( ) - EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UPLIFT, WITH MASONRY, CONCRETE ��R SOIL SHALL BE PRESSURE TREA E J SHALL MEET OR EXC Fb 2600psi WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHjING AND PRESERVATIVE 1S USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. MODULUS (E)1,900ksi, BENDING STRESS( ) P OF FRAMING. ITEMS NOT DESIGNED HEADERS DIRECTLY SUPPORTING ROOF PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT ROOF COVERING SPECIFICATIONS: IGN AN INS SPECIFICALLY ADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND A Y THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DES D TALLATION OF THE ROOF COVERING SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND rBE INSTALLED ACCORDING �> O THE ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. MANUFACTURERS REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL. AND THE MANUFACTURERS REQUIREMENTS. STANDING SEAM ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED METAL FLASHING AND VALLEY MATERIALS. WATERPROOFING: SIGN INSTALLATION OF ALL WATER PROOFING. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DE SIGN/ INSTALLATION MISCELLANEOUS STRUCTURES: ANY EYEBROW, CANOPY, ALUMINUM COMPONENT OR ANY OTHER BUILDING APPENDAGES NOT SPECIFICALLY DETAILED ECTION POINTS, REACTIONS AND FASTENER REQUIREMENTS PRIOR TO ILED HEREIN SHALL BE DESIGNED BY OTHERS AT THE EXPENSE OF THE CONTRACTOR. FABRICATION CONTRACTOR SHALL SUBMIT SHOP DRAWINGS OF MISCELLANEOUS ATTACHED STRUCTURES TO THE MAIN STRUCTURE INDICATING CONN MISCELLANEOUS STRUCTURE AND PRIOR TO CONSTRUCTION OF MAIN STRUCTURE. CONTRACTOR SHALL COORDINATE LOADING REQUIREMENTS WITH ANY OTHER PRE-ENGINEERED COMPONENT SUCH AS ROOF FLOOR AND ROOF TRUSS ENGINEERING. WOOD FASTENING 'SCHEDULE PLAN LAND ABBREVIATIONS SIMPSON C MEMBERS CONNECTIO FASTENER INTERIOR LOAD BEARING WALL ® BUILT-UP POST IN THE WALL UPLIFT TYPE R FASTENERS FL# CODE TOP PLATE TO TOP PLATE FACE NAIL I 2 -GUN NAILS @ 12" STAG. CONNECTOR SYP SPF GABLE X -BRACE 12-8dx1'/ " L 10446.4 SECTION FACE NAIL (2-16d) 3 -GUN NAILS HEADER SIZE, JACK AND (2}2X8-1 /2 STUD QUANTITY A35 450 450 2 TOP PLATE, LAPS/1NTER 11478.3 - DESIGNATES SHE ARWALL. THE KING H2.5T 600 520 5-8d EA. END DBL. TOP PLATE TO STUD FACE NAIL (2 16d) 3 -GUN NAILS HIDDEN LINE DESIGNATES SIDE OF JJ _ WALL THE SHEARWALL SHEATHING FIELD ALTERATION H8 620 ACT 530 5-10dx11/2" EA. END 11470.3 ------------- RIM JOIST TO TOP PLATE TOE NAIL (8d @ 6") GUN NAIL @ 6 sw 3"/6" TO BE APPLIED. 8d @ 3/6 CONTRACTORSABOU IN PEP IO ,J 3 DESIGNATES 8d COMMONS @ 3" CHRISTOPHER G N STRUCTURAL FIELD O 7-1 Odx1'/2 EA. END 10456 TOE NAIL (3-8d) 5 -GUN NAILS MAKINGANYSWHICH RAY VAR MTS12 1000 86 CEILING JOIST TO TOP PLATE O.C. EDGE & 6" O.C. "IN THE MODIFICATIONS WHICH MAY VARY 1 " END 13 8 7 2.3 FIELD" FIE DALTERNATIONS OM THE MADEF THE ORIGINAL TO 45 24-10dx1 /2 EA. E NAIL 3-16d 4 -GUN NAILS 1450 12PARTITIONS FACE ( ) CONSTRUCTION DOCUMENTS. ANY HTS20 CEILING JOIST, OVER BEING APPROVED BY CHRISTOPHER 1 3872.4 1270 9-10d EA. END FACE NAIL (6-16d) 8 -GUN NAILS - LG - Long SABOURIN MAY RESULT IN ADDITIONAL MSTA24 1765 CEILING JOIST TO ROOF RAFTER A D J ADJACENT ENGINEERING OR INSPECTION FE 2050 1870 13-10d EA. END 13872.8 MANUF - Manufacture MSTA36 JOIST/TRUSS TO PLATE TOE NAIL 1 (2-16d) 3 -GUN NAILS BM _BEAM SCALING - TO TRUSS BEAM BOT BOTTOM MONO - Monolithic DO NOT SCALE DIMENSIONS FROM 18-16d TRUSS/BEAM 3-8d 3 -GUN NAILS OC - On Center TOE NAIL ( ) B R G - BEARING THESE DRAWINGS. IF A DIMENSION 3480 3080 „ RAFTER TO PLATE - UNCLEAR REFER TO THE HTT4 1-5/8"0 ROD TO FTG. NAILS CMU CONCRETE MASONRY UNIT OSB --Oriented Strand Board ARCHITECTURAL R E.O.R. R NP TOE NAIL (3-10d) 4 -GUN L -DOUBLE PERP Perpendicular CONTACT THEE.o.R. 32-16d TO TRUSS/BEAM JACK RAFTER TO DB 11496.2 RIDGE BM. TOE NAIL (2--16d) 3 -GUN NAILS DIA - DIAMETER PRE ENG - Pre Engineered H TT5 5250 4670 1 _ 5/s "0 ROD TO FTG. ROOF RAFTER TO 2x_ EA -EACH PSF Pounds per Square Foot ER TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE EE - EACH END PSI - Pounds per Square Inch 6-10d TO HEADER 10655.113 CONT. HEADER, 780 TOE NAIL 3--16d) 4 -GUN NAILS EOR - ENGINEER OF RECORD PT _ PRESSURE TREATED LUS28 930 4-1Od TO JOIST CONT. HEADER TO STUD EQ -EQUAL QT Quick Tie 3--16d 4 -GUN NAILS EXT - EXTERIOR REINF - Reinforce "FACECOPY 14-16d TO HEADER STUD TO SOLE PLATE TOE NAIL j (3-16d) 785 10531.36 8" FBC - FLORIDA BUILDING CODE SF - Square Foot HU410 905 6-16d TO JOIST 16") GUN NAIL @ SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ FDN -FOUNDATION SPF -Spruce Pine Fur _ 10849.6 FT - FOOT SYP Southern Yellow Pine /$ 0 ROD w/ 12-16d THRU Through ABU 44 2200 FTG - FOOTING G g 5/ "� ROD w/ 12-16d 10849.6 NAIL SPECIFICATION HDR - HEADER TYP - Typical REVIEWED FOR CODE COMPLIANCE ABU66 2300 $ 2"x0.113"0 = RINK SHANK _ " = AILS ORIZ HORIZONTAL UON - Unless Otherwise Noted CITY � A. T L.r��T'I^ EE,�,I-i SIMPSON EPDXY-TIE 11506.4 3x0.131 GUN N H N A N/A �� 2'/ 'x0.131 "0 = 8d LBS -POUNDS VERT - Vertical ,.DI-�i®��AL I �`E�' P�°�F;���IT � FOR .� SET 2 x0.113 O = 6d 2 - TO STUD/BEAM/POST JJ _ 3'/ x0.162"0 = 16d WWF - Welded Wire Fabric RE illIEN ENTS AND CONDITIONS 10 16d 11496.3 3 x0.148 � - 10d 2 1675 1675 - 1 1/2x0.131 "O = 8dx1 t/2 " LTT20B 1 _' >,� ROD TO FTG. 1 /2 "x0.148"� - 10dx1 �/2 REVIEWED �Y: - / S-' /2 DATE, � % � "- I Al2 805 695 10-10d 13872.5 CS16 1705 1705 13-8d 10852.1 DESIGN CRITERIA AND GENERAL NOTES SHEET Soso SHEET 1 OF 6 8" CMU WALL w/ #5 VERT. = w/ STD. 90' HOOK INTO FOOTING � ALIGNED w/ WALL REINFORCMENT Z ABOVE. SEE PLAN OR SCHEDULE � FOR SPACING. a Q J GRADE OR CONC. SLAB, SEE PLAN. Z I SLAB ON g <-- All GRADE, ^a SEE PLAN. 00 0\ ALT. FOOTING AT BUILDERS DISCRETION. 16" w/(3)#4 CONT. MONOLITHIC EDGE FOOTING STEP, SEE ARCH. (4" MAX.) SLAB RECESS SCALE: 3/4"=V-0" Z z a 00 �0 z N TYPI�AL WALL FRAMING AND ANCHORAGE PER CON TRUCTION SPECS. SLAB ON GRADE, SEE PLAN. \_I I I hFROTI ING AT Rf11Cf RFTInN. # @ 48" O.C. OR R D CHAIRS (TYP.) 12" _]w/(2)#4 CONT. z1 MONOLITHIC EDGE ROOTING S1.0) SCALE: 3/4 )) = V-011 I 3/4" DEEP SAWCUT w/ ELASTOMERIC SEALANT SLAB ON GRADE, SEE PLAN NOTES: 1) PROVIDE SAWCUTS TO CREATE APPROXIMATE 12' X 12' MAX. SQ. 2) SAWCUT CONC. SLAB WITHIN 4 TO 12 HOURS OF CONC. PLACEMENT. /"003� SAWCUT DETAIL SCALE: 3/4" = 1'-0" SYMBOLS LEGEND — — — — -- DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE rIlIZZ INTERIOR LOAD BEARING WALL 7%7/DESIGNATES SLAB RECESS i ------ BEAM OR TRUSS, SEE PLAN DRILL 4" AND EPDXY 1-#3x20'1 HORIZONTAL DOWEL BARS 24" Q.C. (TYP) 4" CONCRETE SLAB w/ FIBERMESH @ 1.5 LBS/CU. YD. OF CONCRETE OR 6x6 W1.4xW1.4 WWF ON 6MIL VAPOR BARRIER IN PREPARED GRADE. m p J �ry d- z \� i 0 CLEAN COMPACTED FILL INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. SLAB ON GRADE, SEE PLAN. NEW SLAB JOINING EXISTING MONOLITHIC EXISTING NEW ADDITION HOUSE MATCH EXISTING NEW TO EXISTING FOOTING w/ 2-#5x30" DOWELS EPDXIED 6" MIN. (TYP) (2 -PLACES) 2 S1.0 DRILL 4" AND EPDXY 1-#3x20'1 HORIZON jrAL DOWEL BARS @ 24" O.C. (TYP) EXISTING STRUCTURE TO REMAIN UNCHANGED U.O.N. o PROVIDE SAW CUTS PER w D 3/S1.0, BUILDER TO COORDINATE WITH FINISH I FLOOR MATERIAL. 2 S1.0 2 S1.0 L o 1 o 5 S1.0 _ I 4 S1.0 (D I f 1 N 4" CONCRETE SLAB w/ FIBERMESH Q 1.5 LBS/".0. YD. OF CONCRETE OR 6x6 ik.4xWl.4 WWF ON 6MIL VAPOR E RRIER 2 IN PREPARED GRADE. s1.0 FOUNDATION PLAN SCALE: 1/4" = 1'—O" 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. F150 A kss zcc) y a �Z N w gl, Eli z h V1w�jU x, o @) (7N U) o � � w � x U �i Vi E R J . . V � t Eop O S gin�Ha a+ia�aa• 08.15.18 Christopher) Sabourin PE FL PE#71461 PLAN NAME 66 FOREST CIR S DATE 08.15.18 SSE No. ANGE-18-0100 ISSUE DATE PERMIT 08.15,18 REVISIONS DATE FIELD ALTERATION CHRISTOPHER SABOURIN PE 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 CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE EaR. FOUNDATION DETAILS & FOUNDATION PLAN SHEET sloo SHEET 2 OF 6 EXISTING NEW ADDITION HOUSE MATCH EXISTING FASTEN END STUD TO EXISTING w/ '/2 "x6" TAPCONS © 16" O.C. VERTICALLY SW: 3/6 Fl 2x8 @ 24" O.C. INFILL WALL WALL �'0 BE REMOVED. CONC. BOND BEAM TO REMAIN INTACT. EXISTING STRUCTURE TO kAecnNRY N0TFS- 1. MASONRY WALLS SHALL BE REINFORCE WITH 1-#5 VERTICAL © 48" Q.C., AT CORNERS, JAMBS, AND WALL INTERSECTIONS. SEE 2/S0.3 FOR ADDITIONAL REINFORCEMENT AT JAMBS OVER 41- 4" I2. GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT AND r\,., �M A I-'% r- cru cn n C"nR r`Rni ITIN(, NnTFS_ BACKER ROD AND CAULK BY BUILDER TRIM EXISTING BEAM AND FASTEN Tr) KIP -\A/ rAAl I w / (0 x N N SW: 3/6 (4)2x4 SPF#2 POST 7 N l N J x U QC) LLJ � N 0- `� w (.C>0_j Q �w O LL_ V)00 CLO X<tz 04 m � d 8'x8" PRECAST L8'x8" PRECAST LINTEL LINTEL FASTEN WOOD TO CMU PER 7/S2.0 ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" RAFTER SPAN TABLE INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS N HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF V) DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR N STRUCTURES. THE ACTUAL AS -BUILT CONDITION FOUND IN THE FIELD MAY y Q cr VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR 3--a- SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING o BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR _j `- � Q DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR < ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY Nu- o DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING z CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY ate. 0- 00 O BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER ~ MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL cv m W DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING I- CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. Q NOTES: 1. ALL RAFTERS SHALL BE SYP#2 U- --� SW: 3/6 (4)2x4 SPF#2 POST 7 N l N J x U QC) LLJ � N 0- `� w (.C>0_j Q �w O LL_ V)00 CLO X<tz 04 m � d 8'x8" PRECAST L8'x8" PRECAST LINTEL LINTEL FASTEN WOOD TO CMU PER 7/S2.0 ROOF FRAMING PLAN SCALE: 1/4" = 1'-0" RAFTER SPAN TABLE z ROOF RAFTER MAXIMUM SPAN (SYP #2) %" A307 DIAMETER THREADED a � 5 � a, � � � z �}-,-}�,wZ r �� h� F..,I �4 4 C/] P4 Lo o @� E-1 Z N l @24" O.C. @16" O.C. @12" O.C. 2 x 6 lot -2)p lip -8p$ 13f-61) 2 x 8 > » 12 -11 s » 14 -9 , _ » 17 1 2 x 10 15'-4" 17'-6" 20'-3" 14'-0" INTERIOR 10'-0" W x v - - - 2 x 12 18' - 0,> 20 $_ 8,> 23 ,_ 10„ NOTES: 1. ALL RAFTERS SHALL BE SYP#2 2. SIZES NOTED ON PLAN SHALL SUPERSEDE --� THIS TABLE - 3. STRAP ROOF RAFTERS TO BEARING WITH 2-12d TOENAILS & SIMPSON H3 4i UPLIFT STRAP UNLESS OTHERWISE t5 ''�•,,��, NOTED. STRAP w (2)12d TOE NAILS © *•,••......••`•� -,•'-�C�NS►`•;' y--, WOOD WALLS N' G 714 •? 4. PAIR ALL ROOF RAFTERS WITH CEILING = 6FA JOISTS, (EXCEPT AT VAULTED CEILINGS) 5. PROVIDE BLOCKING BETWEEN ALL,�d',r'•••••••'���i� >�41,� E�1 ,• '���.,,I_ RAFTERS THAT LAND ON EXTERIOR WALL , ,,l•�� 6. FASTEN RAFTERS TO RIDGE/HIPS w/ ' 6-0.131x3" TOENAILS UNLESS Christoph0e8r1] Sabourin PE OTHERWISE NOTED. FL P E#71461 SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN __ LINE DESIGNATES SIDE OF WALL THE SW: 3/6 SHEARWALL SHEATHING TO BE APPLIED. 8d 0 j DESIGNATES 8d COMMONS 0 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DESIGNATES THE HEADER SIZE, NUMBER (2)2x8-1/2 OF PLY'S & JACK/KING STUDS NEEDED FOR SUPPORT HEADER. -- - - - BEAM OR TRUSS, SEE PLAN STUD SIZE ANCHOR LEGEND HEIGHT %" A307 DIAMETER THREADED EXTERIOR ROD TERMINATES AT FIRST FLOOR 2x4 SPF#2 0 16" O.C. TOP PLATE, SEE DETAIL 4/S2.1 MAX " A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR 2x6 SPF#2 0 16" O.C. E TOP PLATE, SEE DETAIL 4/S2.1 MAX SIMPSON DTT2Z SEE DETAIL 7/S2.1 EXTERIOR SIMPSON LTT20B SEE DETAIL 7/S2.1 2x6 SPF#2 0 16" O.C. SIMPSON HTT5 SEE DETAIL 7/S2.1 WALL STUD SCHEDULE I sR Yf NOW& 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS, 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. z, 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 4/S2.1 FOR ADDITIONAL ANCHORS AT SHEARWALLS GENERAL NOTES 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT N RIDGE BEAM TO GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. SPF#2 POST 2. SEE SHEET W/ (2)HST16 SPECIFICATIONS.0.0 FOR ROOF AND FLOOR SHEATHING 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 4/S2.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 YP# 2 OUTLOOKERS O.C. SEE 2/S2.1 f PLAN NAME 66 FOREST CIR S DATE 08.15.18 SSE No. ANGE-18-0100 ISSUE DATE PERMIT 08.15.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.OR WALL & ROOF FRAMING PLAN SHEET sl 01 SHEET 3 OF 6 PLATE STUD SIZE LOCATION HEIGHT & SPACING EXTERIOR 9'-1" 2x4 SPF#2 0 16" O.C. MAX 10'-1 2x6 SPF#2 0 16" O.C. E EXTERIOR MAX 2x4 SPF#2 ® 12" O.C. EXTERIOR 10'-1 TO 2x6 SPF#2 0 16" O.C. 14'-0" INTERIOR 10'-0" 2x4 SPF#2 ® 16" O.C. MAX 12'-0" 2x6 SPF#2 0 16" O.C. gE INTERIOR MAX 2x4 SPF#2 0 12" O.C. sR Yf NOW& 1.) WALL STUDS SPECIFIED ON PLAN SUPERSEDE THIS TABLE 2.) MINIMUM STUD SIZE AND SPACING ARE SHOWN. CONTRACTOR MAY INCREASE STUD SIZE TO MEET ARCHITECTURAL REQUIREMENTS, 3.) SPF DENOTES SPRUCE PINE FIR.. SYP DENOTES SOUTHERN YELLOW PINE. z, 4.) USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS 0 16" O.C. MINIMUM. SEE 4/S2.1 FOR ADDITIONAL ANCHORS AT SHEARWALLS GENERAL NOTES 1. SEE DETAIL 2/S2.0 FOR WALL FRAMING DETAIL. SEE WALL STUD SCHEDULE THIS SHEET FOR STUD SIZES AND SPACING. AT N RIDGE BEAM TO GIRDERS AND BEAMS, PROVIDE STUDS BELOW TO MATCH BEAM/GIRDER PLIES. SPF#2 POST 2. SEE SHEET W/ (2)HST16 SPECIFICATIONS.0.0 FOR ROOF AND FLOOR SHEATHING 3. WHERE FRAMING MEMBERS CONSIST OF MULTIPLE PLIES (BEAMS, HEADER, AND STUDS) FASTEN PLIES TOGETHER PER DETAIL 4/S2.0 4. INSTALL SOLE PLATE ANCHORS PER DETAIL 2/S2.0 YP# 2 OUTLOOKERS O.C. SEE 2/S2.1 f PLAN NAME 66 FOREST CIR S DATE 08.15.18 SSE No. ANGE-18-0100 ISSUE DATE PERMIT 08.15.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.OR WALL & ROOF FRAMING PLAN SHEET sl 01 SHEET 3 OF 6 SYP#2 DBL. _ TOP PLATE ------ I I I I L ------- WALL SHEATHING r i SEE 1/S2.1 BLOCKING AT ALL SHEATHING_ JOINTS: 2x4 FLAT WISE. FASTEN EACH END WITH 2-10d TOENAILS. ONLY REQUIRED AT SHEATHING JOINTS FOR EXTERIOR WALLS AND SHEARWALLS SEE S1.0 I I I I I I I ( I ! I I I -------------� SINGLE STORY TYPO WALL SECTIONS SCALE: 3/4" = 1'-0 LOCATE FULL HEIGHT ANCHOR ON SIDE OF CORNER WHERE UPPER TOP PLATE OVER LAPS TYPICAL WALL FRAMING NOTES: 1. USE SPF#2 OR BETTER FOR ALL WALL STUDS.. 2. USE SYP#2 FOR ALL TOP PLATES AND SOLE PLATES. 3. USE SYP#2 FOR ALL TOP HEADERS 4. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. 5.) FASTEN BOTTOM PLATE OF INTERIOR LOAD BEARING WALLS TO CONCRETE SLAB w/16d MASONRY CUT NAILS @ 16" O.C. MINIMUM. SEE FOUNDATION PLAN ADDITIONAL ANCHORS AT SHEARWALLS 2x4 BLOCKING @24" O.C. FASTEN EACH END w/3 -10d TOENAILS STUD BELOW I ► 4-10d LOWER TOP OVER LAP DOUBLE COMMONS PLATE AT BREAK TOP PLATES WALL INTERSECTION ORTHOGONAL VIEW CONDITIONS OF CORNER @ CORNER WALL INTERSECTION CONDITIONS CONDITIONS NOTES: 1. OVERLAP TOP PLATES AT CORNERS AND INTERSECTIONS 2. DENOTES 3"x0.131" GUN NAILS @ 6" O.C. VERTICAL 3. O DENOTES FULL HEIGHT ANCHOR, SEE PLAN 4. DENOTES SOLE PLATE ANCHOR, SEE SCHEDULE 5. CONTRACTOR MAY CHOOSE EITHER OPTION WHERE MULTIPLE OPTIONS ARE SHOWN FRAMED WALL CORNER AND @IINTER,SEC TIONSSTUDS CONFIGURATIONS SCALE: 3/4" = 1'-0" BOUNDARY OF RATED SHEATHING, SHEATHING SEE GENERAL NOTES 0.131x3" 0.131X3" EXAMPLE OF PANEL TYPAL STUD NAILING:I IC @ 2x4, 2X6, 2x8 2x10, 2x12 EDGE w/ BLOCKING @ 2x6, 0.131x3" END NAILS: (5) WHERE REQUIRED 24" (2) @ 2x4, j ..- BY GENERAL NOTES LVL = (9) NAILS 48" (3) @ 2x6, j NAIL SPACING AT EA. SIDE. (4) @ 2x8. j . j` = SYP#2 DBL. SUPPORTED EDGES, 6"MAX. .. EITHER SIDE OF PLATE -\ FASTENER 1 GENERAL NOTES - 2x -BLOCKING ONLY EXAMPLE OF UNSUPPORTED RAISED REQUIRED IF SHEARWALL (4) ROWS 12d HEADER SIMPSON H2.5T OR MEMBERS: (UNBLOCKED) PANEL EDGE LSTA12 STRAP FOLDED -\ ' ( OVER TOP PLATE (TYPICAL) HEADER, HEAD OR SILL \ I} N)AILS @ 4" O.C. NAILING TO INTERMEDIATE SUPPORT IS6"o.c MAX. (UON)"", . ................... .......... .. .................................. ... .. . ..... . .... .. ...... ..... FF SHEATHING NAILING DETAIL SCALE: 3/4" = 1'-0" STUDS, ROOF TRUSSES, OR FLOOR JOISTS FASTEN LOWER STUD TO TALLER STUD w/ 2 -ROWS OF 10d COMS @ 12" O.C. TYPICAL SOLE THREADED ROD 0 TYPICAL HEADER NAILING 0.131x3" 0.131X3" TOE NAILS TYPAL STUD NAILING:I IC @ 2x4, 2X6, 2x8 2x10, 2x12 = (5) NAILS = (7) NAILS @ 2x6, 0.131x3" END NAILS: (5) 9" LVL, 11" LVL = (7) NAILS 24" (2) @ 2x4, j ..- 14 LVL, 16" LVL = (9) NAILS 48" (3) @ 2x6, j N EA. SIDE. (4) @ 2x8. j . j` SYP#2 DBL. FULL HEIGHT ANCHOR 6"MAX. TOP PLATE EITHER SIDE OF PLATE -\ FASTENER 1 944 HEIGHT CHANGE 2x -BLOCKING ONLY I RAISED REQUIRED IF SHEARWALL (4) ROWS 12d HEADER SIMPSON H2.5T OR MEMBERS: NSEE LSTA12 STRAP FOLDED -\ PLAN ( OVER TOP PLATE 01 1 °I NAILS HEADER, FASTEN LOWER STUD TO TALLER STUD w/ 2 -ROWS OF 10d COMS @ 12" O.C. TYPICAL SOLE THREADED ROD 0 PLATE NAILING: SHEARWALLS SPACING 0.131x3" TOE NAILS: EDGE DISTANCE (3) @ 2x4, HEADER, (4) @ 2x6, 1 3/4» (5) @ 2x8. 24" PT. SPF#2 SOLE PLATE r2 TYP. WALL SECTIONS S2.0 SCALE: 3/4" = 1'-0" 1� f2 (3) ROW OF 1 O NAILS @ 8" O.C. STAGGERED C� '-0" MIN. SPLICE LENG / (16) 0.131x3" NAILS EVENLY SPACED SYP#2 HEADER, PER PLAN I.* -- 4'-0" MIN: ------------ ARCHED TRANSOM FULL HEIGHT OPTION ANCHOR, SEE SEE RIGHT PLAN FOR SIZE WINDOW SILL SEE AND LOCATION SCHEDULE 5/S2.0 FOR SILL SIZE AND CONNECTION EACH END FOUNDATION SEE PLAN 8" 2 WALL FRAMING AT MAX. MIN. FROM SOLE RAISED HEADER CONDITION PLATE BREAK TYPICAL TOP PLATE NAILING: FASTEN ALL TOP PLATES TOGETHER w/ (3) ROWS OF .131x3 @ 12" O.C. STAGGERED. DROPPED HEADER SYP#2 HEADER, PER PLANS WINDOW SILL SEE SCHEDULE 5/S2.0 FOR SILL SIZE AND CONNECTION EACH END WALL FRAMING AT DROPPED HEADER CONDITION /2 THREADED ROD 0 EXT. WALL SPACING SHEARWALLS SPACING SYP#2 EMBEDMENT DEPTH EDGE DISTANCE a 40" HEADER, 2x2x1/8" 31/2" 1 3/4» (3) ROWS 12dPER PLAN OPENING 24" 2x2x'/8" ..- „ AT 12 O.C. MASA 48" 24" N EA. SIDE. N/A . j` END STUD WALL 2 -PLY FASTENER 1 944 MEMBERS: ON FACE OF BEAM (1 N ROW OF 1 O ILS @ 4 O.C. PLAN°° (4) ROWS 12d KING &JACK STUDS tr 216 MEMBERS: NSEE AT 12" O.C. EA SIDE PLAN ( ROW OF 10d 01 1 °I NAILS HEADER, HEAD OR SILL \ I} N)AILS @ 4" O.C. 3-PLYPLATES 191 SEE14 SCHEDULE SjAGGERED w / /�. "x3" TAPCONS NAILST FULL HEIGHT ANCHOR OR LESS THAN 14" BEAM ROUGH OPN'G, SEE ARCH. P ST DTT2Z HOLD DOWN AT BASE OF POST. CS18 @ BASE IF (3)ROWS OF 63/4" TRUSSLOK ENGINEERED WOOD FASTENERS @ 24"0.c AS SHOWN (3)ROWS OF 5" TRUSSLOK ENGINEERED WOOD FASTENERS @ 24"0.c AS SHOWN 4 -PLY I r ► I Ill 3 --PLY ° ° ° 14" LVL AND GREATER NOTES: 1. TYP. CONNECTION AT STUD COLUMNS, JACK -TO -KING ASSEMBLIES, CORNER POST, ETC. 2x8 POST 2. SPECIFIED NAILING REQUIRED FOR EVERY PLY IN ADDITION TO (2) PLYS BUILT - OP MEMBER FASTENING S2.0 SCALE: 3/4" = 1'-0" 2x_ SPF T&B w/ 12d @ 8" O.C. ARCHED TRANSOM OPTION: 2x SPF DIAGONAL BLOCKING FASTENED w/ 3-0.131 "x3" EA. END TYPICAL. SHEATHING MAY EXTEND 2" PAST BLOCKING- WINDOW ATTACHMENTS MUST ANCHOR INTO 2x MATERIAL. JACK AND >-- KING STUDS, SEE PLAN SOLE PLATE ANCHOR: /2"0 x 6" LG (MIN 31" EMBED.) _ THREADED ROD ANCHOR DRILLED & EPDXY w/2"0 x" PLATE WASHER, SEE SCHEDULE BELOW (2)12d TOE NAILS E.E. (MIN) (TYP) = SHEATHING Lu v CONT. AT Q GIRT/VERT JOINT. 2x SPF RIPPED TO FIT ARCH. DEPTH REQ'D. SECTION A -A - - - . r r-r� w . A I . i n SCALE: 3/4" = V-0" AT TWO STORY CONDITIONS, PROVIDE SOLID BLOCKING WITHIN FLOOR SYSTEM AT ALL UPPER LEVEL POSTS &JACK STUDS BUILDER MAY CHOOSE EITHER THE DROPPED HEADER CONDITION OR RAISED HEADER CONDITION SOLE PLATE ANCHOR SCHEDULE THREADED ROD 0 EXT. WALL SPACING SHEARWALLS SPACING WASHER SPEC. EMBEDMENT DEPTH EDGE DISTANCE 3/8 40" 16 2x2x1/8" 31/2" 1 3/4» 1/2 48" 24" 2x2x'/8" 3'/2" 1 3/4„ MASA 48" 24" N/A N/A N/A WINDOW SILL SCHEDULE ROUGHDROPPED OPENING HEAD OR SILL PLATES MINIMUM END FASTENER EACH END < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS < 6'-4" (2)2x4 SPF #2 (5)12d TOE NAILS < 8'-4" (3)2x4 SYP #2 (1)A34 + (4)12d TOE NAILS < 12'-0" (3)2x6 SYP #2 (1)A35 + (4)12d TOE NAILS SEE BELOW FOR BOX GIRTS REQUIRED BETWEEN WINDOWS IN TWO STORY CLEAR HEIGHT WALLS. (6)12d TOE NAILS %TOP &BOT. d1�f- A4 . KING 8c JACKS- PER PLAN A SIMPSON LTP4 ON INSIDE FACE, IF NO JACK STUD BOX BEAM BETWEEN WINDOWS IN TWO STORY FRAMING FRAME WA(L TO CMU WALL DETAIL S2.0 SCALE: 3/4" = 1' �0p TYPICAL PORCH BEAM CONNECTION 1 ZO 0M-� � Q LSTA12 FOLDED OVER TOP F� N W x w CMU WALL DOUBLE TOP PLATE PLATE w/5 -10d NAILS Q� o aU o Hz CONTINUOUS OVER INTO TOP PLATE & 5-10d 6 6" HEADER MAX NAILS, INTO BEAM. SPACE DBL. TOP @ 48 O.C. OMIT IF WALL PLATE MAX NOTCH HEADER BELOW TOP PLATE :`�.+>; . j` STUD WALL SHEATHING IS INSTALLED FRAMING SEE ON FACE OF BEAM PLAN°° I r><I_01 PORCH TUD FASTEN x P.T.0 2 _ ° ° _ UN 8 G 01 1 °I NAILS HEADER, TO CMU WALL ° ° 8 -GUN ° ° ° °I SEE PLAN. w / /�. "x3" TAPCONS NAILST FULL HEIGHT ANCHOR OR @ 16 O.C. FULL HEIGHT ANCHOR OR DTT2Z HOLD DOWN AT BASE MIN. (2)2x4 WOOD DTT2Z HOLD DOWN AT BASE OF POST. CS18 @ BASE IF OF POST. CS18 ©BASE IF MIN. (2)2x4 WOOD PORCH IS AT 2ND LEVEL. BELOW. & (1) ADJ. PORCH IS AT 2ND LEVEL. BELOW. & (1 ADJ. } OPTION B TO PORCH HEADER. OPTION A R TO PORCH HEADER FRAME WA(L TO CMU WALL DETAIL S2.0 SCALE: 3/4" = 1' �0p TYPICAL PORCH BEAM CONNECTION 1 fi Q�tERJ. s S O s , A. No. 1461 • 2 Orr - -�: EOF .N. �` //\�v # 08.15.18 Christopher J Sabourin PE FL PE#71461 PLAN NAME 66 FOREST CIR S DATE 08.15.18 SSE No. ANGE-18-0100 ISSUE DATE PERMIT 08.15.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. TYPICAL WOOD FRAME DETAILS SHEET S2,wO SHEET 4 of 6 ZO 0M-� � Q U �'�' F� N W x w �Z`� s v aLO Q� o aU o Hz v� W fi Q�tERJ. s S O s , A. No. 1461 • 2 Orr - -�: EOF .N. �` //\�v # 08.15.18 Christopher J Sabourin PE FL PE#71461 PLAN NAME 66 FOREST CIR S DATE 08.15.18 SSE No. ANGE-18-0100 ISSUE DATE PERMIT 08.15.18 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. TYPICAL WOOD FRAME DETAILS SHEET S2,wO SHEET 4 of 6 =R TO RIDGE BEAM w/ A35 DETAIL C Dnn�_ PAPTF-R ,ENAILS EACH ;AFTER. KING. RAFTER PLAN PER PLAN DETAIL A TYPI(--A[__ ROOF FRAMING DETAIL SCALE: 3/4" DETAIL B KING. WHERE ANCHOR IS SPECIFIED ON CONVENTIONALLY STRAP CONVENTIONALLYANCHOR PLAN ADJ. TO GIRDER/BEAM WHERE MAX. ANCHOR WHERE MAX. LOCATE ANCHOR WITHIN SPACING IS EXCEEDED SPACING IS EXCEEDED 6" OF POST. _4 I17 j I I I I I li I I I I I I I I I I I 1 I I I 1 I I POST, PER I I i PLAN 1I MAXIMUM SPACING SEE THREADED ROD I i I I I I SPECIFICATIONS ON i I ► SOLID BLOCKING I PLAN I I I I 1 1 I WITHIN FLOOR I i I II I I ► I 11 I (TYP) I 1 — � — I I 'FLOORi RU�S OR JOIST � _X_ T_ Mcsl 6- (TYP) ► I 1 I II I I l 1 II I I I 1 t i I POST TO I I MATCH I i I I I POST ABOVE I i 1 II I i I II I I I 11 I I I I I I I II I I I T7 I t I INSTALL 1—STORY THREADED RODS 6"MAX. FROM WHERE 2—STORY RODS CANNOT BE INSTALLED KING STUD FULL HEIGHT ANCHOR PLACEMENT DIAGRAM ��� .. ■ . err. -•r i"T' \ A tl'l/irl C1177) A K AC: \A/Al I ANJHrnRiNG SYSTEM 4 MULL rlCIVn I VV L,JULJ I 1�1 Vii_. r Yr „■_ . .. — - -- S21 SCALE: N.T.S EXISTING CMU NEW 8" CMU WALL WALL `iF.`9 ::r.. OPEN BOTTOM BLOCK, AT MID HEIGHT w/ #4x2)-0)) EMBED 6" INTO EXISTING CMU WALL. CMU WALL PLAN VIEW SIDE VIEW NEW CMU TO EXISTING CONNECTION DETAIL 2x4 SYP OUTLOOKER @ 24 O.C. ROOF SHEATHING H 2.5T AT EACH OUTLOOKER ROOF JOIST,/ SEE PLAN 4-12d TOE NAILS (2 EA SIDE) 4--12d TOE NAILS (2 EA SIDE) FACIA, SEE ARCH BALLOON FRAMED WALL OUTLOOKER AT BALLOON FRAMED WALL SCALE: 3/4" — V-0" FlII)LL HT ANCHOR TERMINATES Air UPPERMOST TOP PLATE W/ NUT AND WASHER SLE PLATE ANCHORS PER SCHEDULE ON PLAN. SSE TABLE AT RIGHT FOR EPDXY EMBEDMENT AND EDGE DISTANCE. IF TRUSS REACTION EXCEEDS 23001bs PROVIDE CRIPPLE ST DS DIRECTLY BENEATH TRUSSnA I IM. AT BOND EAM. PEN BOTTOM LOCK, AT MID EIGHT w/ #4x2'-0" MBED 6" INTO EXISTING ,MU WALL. EW 8" CMU 'ALL C C 0 HEADER DOWN CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A H2.5T @ 32" O.C. TOP & BOT B SEE PIAN EM DEPTH C (1)MSTA24 STRAPS r --D ___FFULL HGT 15/8" THREADED ROD WASHER 0 DOUBLE TOP PLATE STEEL COUPLER (OPTIONAL, LOCATE AS NEEDED) FULL HEIGHT THREADED ROD SEE PLAN UPLIFT -CONNECTOR SEE PLAN FULL HEIGHT - --THREADED ROD SEE PLAN FOUNDATION, PER PLAN. EMBEDMENT DEPTH O FULL HEIGHT ANCHOR WALL SECTION SOLE PLATE ROOF SHEATHING, FASTEN w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD 202 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW W/ 4-3/16"x4" LAG SCREWS NAILS AT EACH RAFTER OVERFRAME RAFTERS, SEE PLAN. SIMPSON H3 w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER AND LEDGER TO ROOF MEMBER. 2x6 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW w/ 2-3/6"x4" LAG SCREWS NAILS AT EACH RAFTER 8d COMMON NAILS AT 3" 0.C.(TYP) ROOF SHEATHING EXISTING ROOF MEMBER. PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. OVERFRAME RAFTERS w/ TWO LEDGERS i PLAN Q IAI --. \ F FULL HT. DOUBLE ANCHOR FULL HT. ATE. 1 TOP PL ANCHOR -- WALL STUD OR POST. AT SILL PLATE ELEVATION FULL HT. j ANCHOR AT TOP PLATE FULL HEIGHT ANCHOR INSTALLATION CHART THREADED ROD 0 Q o o a o WOOD PLATE HOLE CONCRETE HOLE WASHER EM DEPTH EDGE DISTANCE 3/8 1/2„0 %Y10 1/2,►0 2x2x1/8" 4„ 4„ 2„ 3„ 1/2 9/16 "0 3x3x 1/4 ” 6„ 6„ 2Y2,> 3„ 5/8 3,>� 4 t -3/4"O 3x3x1/4" 10" 10" 20211 3„ MONO STEM MONO STEM HEADEf� TIE DOWN THIS DETAIL ONLY APPLIES WHEN NOTED ON PLAN HEADER UP CONNECTION CONNECTION CALL OUT UPLIFT CONNECTOR A LS18 @ 32" O.C. B SEE PLAN C (2)CS16 STRAPS D FULL HGT 5/8" THREADED ROD THREADED ROD INSTALLATION CHART CONC. SLAB \UK 5 1 U T DOOR SIMPSON LTT20B RECESSED IN SLAB w/Y2"x6" TITEN HD FULL HEIGHT ANCHORING SPECIFICATIONS ANCHORING SYSTEM: THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0 A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO THE FOUNDATION AND TO THE UPPERMOST PLATE AT THE LOCATIONS INDICATED IN THESE DOCUMENTS. ABOVE TOP PLATE, PROVIDE A 2% 2"x Ya" STEEL WASHER. FASTEN WITH A NUT AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED NUT. (TYP.) ROD INSTALLATION: AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE '/" LARGER THAN THE DIAMETER OF THE THREADED ROD USED. WHILE SINGLE CONTINUOUS RODS ARE PREFERRED, COUPLER (SIMPSON CNW OR EQUAL) MAY BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. THE ROD SHALL BE INSTALLED APPROXIMATELY CENTERED IN HOLE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE SECURED OVER THE WASHER TO A SNUG—TIGHT CONDITION PLUS ONE—HALF TURN OF A STANDARD WRENCH (APPROXIMATELY 30 FT.—LBS- OF TORQUE). DUE TO SHRINKAGE AND COMPRESSION OF BUILDING CONTRACTORS SHALL RE—TIGHTEN NUT TO 30 FT.—LBS. OF TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO INSULATION. EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED & EPDXY ANCHORED. SEE INSTALLATION CHART FOR EMBEDMENT AND EDGE DISTANCE REQUIREMENTS MIN 2 PLY STUD. IN LIEU OF 2 STUDS, IT'S ACCEPTABLE TO SISTER A 36" LONG STUD FASTEN w/12 -0.131x3" GUN NAILS SIMPSON DTT2Z .,—w/8— Y4"x1Y2" SDS SCREWS SIMPSON HTT5. FASTEN 26-10d Y2"x6" TITEN HD COMONS ELEVATION VIEW v LTT206 DTT2Z � HOLD DOWN ATTACHMENT DETAIL MIN 2 PLY HTT5 -ADED DXIED Ch �nrnrrr •t6 1 �r r � r � r ■ ST pF 08.15.18 ristopher } Sabourin PE FL PE#71461 PLAN NAME 66 FOREST CIR S DATE 08.15.18 SSE No. ANGE-18-0100 - ISSUE DATE PERMIT 08.15.18 REVISIONS DATE co co FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. WOOD FRAME DETAILS SHEET SHEET cj OF 6 z ,�w°z OU V z V1WVU O 0\U4 Z 0 N � W v �nrnrrr •t6 1 �r r � r � r ■ ST pF 08.15.18 ristopher } Sabourin PE FL PE#71461 PLAN NAME 66 FOREST CIR S DATE 08.15.18 SSE No. ANGE-18-0100 - ISSUE DATE PERMIT 08.15.18 REVISIONS DATE co co FIELD ALTERATION CONTRACTOR SHALL CONTACT CHRISTOPHER SABOURIN PE 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 CHRISTOPHER SABOURIN MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. WOOD FRAME DETAILS SHEET SHEET cj OF 6 CMU/CON(-. RONn RFAM AT TOP OF WALL, SEE WALL 8" CMU WALL AS PER PLAN 1/2 ) 0 THREADED ROD DRILLED & EPDXIED w/ 5" EMBEDMENT _ AT 24" 0. C. w/ 2x2xY8" PLATE WASHER. 2x8 P.T. PLATE. c� ry V Q I J z Q 0 oV) 8x8 PRE–CAST LINTEL, SEE A /c0 ') �r)D r p -p Ai I I INTEL G WALL LLEVA I IUN 8x16 BOND BEAM w/1–#5 TOP + BOTTOM. HOOK VERTICAL WALL REINF. AT TOP OF WALL INTO CONC. TIE BEAM OR CMU BOND BEAM. IF TYPICAL WALL REINF. SEE SCHED. ON PLAN. WALL TERMINATES AT STAB, HOOK REINF. INTO SLAB. r.•~ V I zo d� IL W U) v FILL ALL CELLS SOLID n w V) 0 a WITH GROUT THAT w C) L VERTICAL o CD :D JOINT REINF. 0 CDfFAT 16"o.c 0 V n U V � � LO Wmx25'P �z,��F� � � = I cn 04 Lo l� Z 0 (f� N U cn z REINFORCING AND ALL DWLS. TO MATCH ■ Q VERTICAL REINF. rr (TYP. U.N.O.) 07 ~H//CLEAN z 710 OUT HOLE < ED z w r I/ AS REQUIRED 0 -jV)Oa aw I 0(n wcf) Lai V Q a 0 V n U V � � LO Wmx25'P �z,��F� � � = I cn 04 Lo l� Z 0 (f� N U cn z REINFORCING AND ALL DWLS. TO MATCH 0 Q VERTICAL REINF. rr (TYP. U.N.O.) 07 ~H//CLEAN z 710 OUT HOLE < ED z w r I/ AS REQUIRED 0 -jV)Oa aw I 0(n WALL FOOTING SEE 1/S1.0 WALL SECTION LOW HT GROUTING NO ES: 1. USE 5'-0" GROUT POUR HEIGHT FOR BAR SIZES #3 THRU #5. 2. USE 5'-0" GROUT POUR HEIGHT FOR BAR SIZES #7 AND ABOVE. 3. SEE SPECIFICATIONS AND STRUCTURAL NOTES FOR GROUT TYPE AND GROUTED CELL SIZE. REQUIRE V n U V � � LO Wmx25'P �z,��F� � � = I cn 04 Lo l� Z 0 (f� N U cn z REINFORCING AND ALL Q CELLS BELOW GRADE. 07 z 710 aw wcf) Lai V Q a PLAN SECTION HIGH HT, GROUTING_ NOTES: 1. MAXIMUM GROUT POUR HEIGHT SHALL BE 12'-0" 2. IF HIGH LIFT GROUTING IS USED, REINF. SHALL BE FULL HEIGHT AND A CLEANOUT HOLE IS REQ'D AT CELLS WITH REBAR. 3. GROUT SHALL BE PLACED IN 5' LIFTS TO PREVENT BLOWOUTS. 4. SEE SPECIFICATIONS AND STRUCTURAL NOTES FOR GROUT TYPE AND GROUTED CELL SIZE. TYPICAL WALL REINFORCEMENT SCALE: N.T.S FOR OPENING OVE 4'-4" FOR OPENING TO 4'-4" TO 9'-4" WIDE, ROVIDE WIDE, PROVIDE 1–#5 2–#5 VERTICAL EACH /VERTICAL EACH SIDE SIDE OF 0 ENING. OF OPENING. Lj 3--#5 VERT. U Im TYPICAL WALL OPENING, REINF. SEE SEE PLAN SCHED. ON PLAN. 8x12 CMU PLAN VIEW AT TYPICAL WIND �W,/DOOR OPENING 2 CMU JA B REINFORCING S2.2J SCALE: 3/4" – 1'-0" 25" ILAP MIN. 1–#5 VERTICAL EACH CORNER, INTERSECTION, © SPACING INDICATED i. = ON PLAN OR SCHED. . . f • • z " 8" CMU WALL. — < f #5 HORIZONTAL TIE BEAM REINFORCING ING ONLY ONE CLARITY). BAR SHOWN FOR 3 TYPICAL i HORZONTAL/CORNER SPLICE S2.2j SCALE: 3/4" 1= 1'-0" 8" CMU WALL. FASTEN 2x8 P.T. SYP#2 WINDOW/DOOR BUCK TO 8" CMU w/ 1/4 "Ox23/4" TAPCONS © 241)o.c INSTALL 3 MIN. EACH SIDE. 2x8 P.T. SYP#2 WINDOW/DOOR BUCK 5 STRUCTU L WINDOW/DOOR BUCK S2.2 SEE 1/S2.2 FOR I FORMATION NOT SHOWN. 2x8 P.T. PLATE. 1/2 "0 THREADED ROD DRILLED & EPDXIED w/ c" EMBEDMENT ' 0. C. w/ 2x2xYa" NTE WASHER. is CMU LINTEL SOLID BOTTOM PRECAST LINTEL WITH 1–#5 CMU LINTEL NOTES: 1) USE THESE LINTEL DETAILS U.O.N. ON PLANS. 2) FOR OPENING LOCATIONS, SEE ARCH. PLANS. 3) PROVIDE 8" BEARING EACH SIDE OF OPENING. 4) GROUT LINTEL SOLID. 5) BOTTOM SHALL BE A SOLID PRECAST LINTEL. TYPICAL CMU LINTEL SCALE: 3/4" = 1'-0" -�GENSF �'•0 01 U• o. 4 r • S T r Q► . s, . ©JCS• a•+` �� ;,•��•a" 00i� 08.15.18 Christopher J Sabourin PE FL PE#71461 PLAN NAME 66 FOREST CIR S DATE 08.15.18 SSE No. ANGE-18-0100 ISSUE DATE PERMIT 08.15.18 REVISIONS DATE FIELD ALTERATION CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNA'T'IONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDMONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. CMU DETAILS SHEET S2,02 1 SHEET 6 OF 6 1 V n U V � � LO Wmx25'P �z,��F� � � = I cn 04 Lo l� Z 0 (f� N U -�GENSF �'•0 01 U• o. 4 r • S T r Q► . s, . ©JCS• a•+` �� ;,•��•a" 00i� 08.15.18 Christopher J Sabourin PE FL PE#71461 PLAN NAME 66 FOREST CIR S DATE 08.15.18 SSE No. ANGE-18-0100 ISSUE DATE PERMIT 08.15.18 REVISIONS DATE FIELD ALTERATION CHRISTOPHER SABOURIN PE PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNA'T'IONS MADE PRIOR TO BEING APPROVED BY CHRISTOPHER SABOURIN MAY RESULT IN ADDMONAL ENGINEERING OR INSPECTION FEES. SCALING DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS. IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. CMU DETAILS SHEET S2,02 1 SHEET 6 OF 6 1 ;t : S 4 HES .1E s SYPH T: s a r ss. ".. t TR I �R N , r r i a Rhbi X44 x5 D. SLI � SLAV ch UL K 41? .Q F H "I" : 3 C AVIV Y • . , .. ,: 4U.TS: ,:WITH LAY T I I Y �. E VAN STIN N AND XI V Y. �H E K1T�H �E R I F. , RS �o' R CLOSE SEa E Y 0 , ILS aQN , T , E � E C1C _....,,.: 7L L: 4 T H ER pSS WSNQ NOTE ARE �5. UNLE ; LTJ 7 7 3 � l f w� `L S a T' 1'SH S : L00 . 5 E FIN �77777 `I F R � I. EX�'E RIOR .. R D EXISTING CMt A I (� N A N T ER. r`E''� e`1'S1C A '�irlAf ':c`i:-!c] '•C�PItCu Tfi i iiA'T. ;/TAA' SY i F �'�} q R i� J TFI�i. 4JR •: f YR., i N J J �R � .� RN i .iN _. J. : Y C3 C� i K , , : 7., T o A _. OUTS : W TH TN E..KIT THEN . AN D SAN I Y.: L AY L R IF Y , f : AXI T!N G. RQ. R �G I E G Y: HE R � T I S 'DQN Q N E ,DE T A �. F : � U F T. ERY 5E N TE : , A N G E R , . .. , , ,. 'i , t t i I h f f _.. I I� ATE FN , C?U �cc UTERI F R � E.X L 1N C� AN �+ X1S IN c Mtn: w. �.7 J'1 , _. _... _ . C►_A ,, ► i . u n vc^ e . ►.�r�ht Q I �t�._. '%l� iu1FFT . �\�TM, , { : M.w ::. AUTUMNBROOK � E S I G N AG DESIGN GROUP, LLC. ANGEL E. GUERRERO (904) 755-3051 CUSTOMER: I I COND. SQ. FTG. I 445 I at d� Mrd ag`•a �ad rd ATLANTIC S.Q445 EXISTING TO REMAIN PROPERTIES PROPOSED ADDITION CMU WALLS ' std• d «O I 66 CIR FORRESTALCC S 1 1 0 91 JACKSONVILLE CHi FL 322�,,jl Loci i Q tl W ---------- - = i 3 U € [ U i««.JF e« R V V i Q I MAP LOCATION" d d' � ...E..« i { �) f� {� �� PART « F ad p � � £ IALLY � I i � � I A-0, d a 1,«« : i «««. i d p Et,I EXISTING 9GvFLOOR R P LAN AND O€OSE^ I �1 ADDITION FLOOR ii« i A I s � I A-1, w1n wXIG ING ELECTRICAL L N, ELECTRICAL I A« i PLAN AND ROOF PLAN. A-2, ELEVATION PLANS WI I ii DETAILS. E A-3, 3a FaSHSN\INSTALLATION STAww $O EE Sa TOTAL SQUARE FOOTAGE € ROOM ADDITION ION I 44 I I COND. SQ. FTG. I 445 I at d� Mrd ag`•a �ad rd TOTAL UNDER ROOF S.Q445 EXISTING TO REMAIN f��=drttd`•. PROPOSED ADDITION CMU WALLS ' std• d FOUND i" IRON ROD p Fa M "LB 5488" ° �� PT D �w a� �a�ta t. d''ta arta � �•aJ gib¢ ;dF``d d tda•,d d �.d �.««. d / �• d data' Baro' 'art • d' � d' a' �•ra•''• � at' dPr' e ddr>a't � . d aa'••`d •••ata, � r•., 4�' td ,d`• ta'`• •chat :«,w..,«,«w...«.,«.«ww.a«ww,,,,«,«"c':..,"."«,wwa'.`.w,w«",«.,.s««.«««„«. ��a a ONE—STORY CMU � � add t I RESIDENCE #66 eta a+tta d; T#7 0r,• adt` adr ata✓ .adrd � ....., d`'`am g Fd dt!F d data a ! '•d Fda• •` d•�d mrd Baru 9d «�,.,,.. , .. t .a `• F a .. �a ,`'arae PT Zi C O C DRIVEWAY BY i . at d� Mrd ag`•a �ad rd „«" E; fir' t OF WAY) ' std• d «O I PLAN W Q —PLO SCALE"•e•as 1 1 0 91 tfL y I .,_...,,,,.,•,.,,,,,,.«,.,,«. __ i Loci i Q tl W DIMENSIONS MAY VARY SLIGHTLY DUE TO € PROPOSED : W =nw t ROOM I h/—ll WW 0 a- e I i 0.«d D d =i E OW_1 P•a`a a"'`•ta•` IN`s„' I EXISTING Z=Q �--� CARPORT { h --i ENTRY IL < JW a RCl'I11 € I 3 i Ie C O C DRIVEWAY NOTES* 1) ALL EXTERIOR WALLS ARE 2x4 EXCEPT AS NOTED € AND 8" CMU AS NOTED 2) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED 3) ALL WALL THICKNESSES ARE NOMINAL 2x4=4 2x6=6" 2x8=8",ETC. II I I 4) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE II I TO BE FIELD DETERMINED BY OTHERS =5) ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM 'I (TOP OF) HOUSE SLAB/BLOCK I (I 6) VERIFY THE KITCHEN AND VANITY LAYOUTS WITH €� THE DETAILS DONE BY OTHERS =7) ALL ANGLES ARE 45' UNLESS OTHERWISE NOTED II I =8) ALL INTERIOR AND EXTERIOR FLOOR & STEP FINISHES I SHALL HAVE A NON SLIP FINISH TO MEET ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN. OF 0.6. ' 9) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR I EARTH SHALL BE PRESSURE TREATED APPROPRIATELY I € X10) EXISTING DOORS AND WINDOWS TO REMAIN 2 Z =11) DOORS AND WINDOWS INSTALLATION SEE SHEET A®3 i € Ei I12) FOR DOOR AND WINDOW SCHEDULE SEE 1/A-0 3€ I I€ I�13} DIMENSIONS MAY VARY SLIGHTLY DUE TO FIELD I MODIFICATIONS AND ADJUSTMENTS I I I 114) FOR FLASHING AND WINDOW INSTALLATION SEE A-3 { 15) THIS IS A CONCEPTUAL ARCHITECTURAL DRAWINGS AND I THIS DESIGN NEEDS STRUCTURAL ENGINEERING PLANS. PT x I \--", � I � iS_� F 1L U U P L t—\ I N T . ............. .0 SCALE: «.a COMMUNIiYDEVELOPMENT APpROVSO REVISIONS BY i . PT 66 FORRESTAL CIR E; EXISTING TO REMAIN (60' RIGHT OF WAY) PROPOSED ADDITION «O I PLAN W Q —PLO SCALE"•e•as 1 1 0 91 OZ W .,_...,,,,.,•,.,,,,,,.«,.,,«. __ i _.w.««,ww«www«««,«,..«.w«.,w««««,«w:.«w.,.««.«««..,...«,«ww«««ww«««ww.««. i Q tl W DIMENSIONS MAY VARY SLIGHTLY DUE TO W =nw �I FIELD MODIFICATIONS AND ADJUSTMENTS. � W W U a. h/—ll WW NOTES* 1) ALL EXTERIOR WALLS ARE 2x4 EXCEPT AS NOTED € AND 8" CMU AS NOTED 2) ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED 3) ALL WALL THICKNESSES ARE NOMINAL 2x4=4 2x6=6" 2x8=8",ETC. II I I 4) THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE II I TO BE FIELD DETERMINED BY OTHERS =5) ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM 'I (TOP OF) HOUSE SLAB/BLOCK I (I 6) VERIFY THE KITCHEN AND VANITY LAYOUTS WITH €� THE DETAILS DONE BY OTHERS =7) ALL ANGLES ARE 45' UNLESS OTHERWISE NOTED II I =8) ALL INTERIOR AND EXTERIOR FLOOR & STEP FINISHES I SHALL HAVE A NON SLIP FINISH TO MEET ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN. OF 0.6. ' 9) ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR I EARTH SHALL BE PRESSURE TREATED APPROPRIATELY I € X10) EXISTING DOORS AND WINDOWS TO REMAIN 2 Z =11) DOORS AND WINDOWS INSTALLATION SEE SHEET A®3 i € Ei I12) FOR DOOR AND WINDOW SCHEDULE SEE 1/A-0 3€ I I€ I�13} DIMENSIONS MAY VARY SLIGHTLY DUE TO FIELD I MODIFICATIONS AND ADJUSTMENTS I I I 114) FOR FLASHING AND WINDOW INSTALLATION SEE A-3 { 15) THIS IS A CONCEPTUAL ARCHITECTURAL DRAWINGS AND I THIS DESIGN NEEDS STRUCTURAL ENGINEERING PLANS. PT x I \--", � I � iS_� F 1L U U P L t—\ I N T . ............. .0 SCALE: «.a COMMUNIiYDEVELOPMENT APpROVSO REVISIONS BY i zW Z� z�Z J W Q OZ W i Q tl W WW O M w W =nw � W W U a. h/—ll WW 0 a- OW_1 Z=Q �--� LD <w (W-) L h --i IL < JW OWI——W U 0 Z r E `CIS T 141,,9NEW ADDi' HOUSE +MATCH EXISTING 1— — 21, 9—Z l'— 2" EXISTING ONE STORY HOUSE C-4- 10 Ogle 17$-2" 21 EXISTINGNW ADL�!112N HOUSE M + _A , XISTING SCALE: 1/4 0 V 2 2 0\4, 2 42 - - - - - - - - - - - - - - - GENERAL ROOF OTESOIE Ii (1) FASCIA: SQUARE CUT Ig (2) OVERHANG: 1 (3) ROOF PITCH SHALL BE 1/12 UNLESS SCALE: NOTED OTHERWISE ON PLANS. _� 0 (4) ROOF FRAMING TO BE PRE—ENGINEERED O REMOVE EXISTING OUTLETS OR ANY ELECTRICAL CONNECTION FOR PROPOSED NEW ROOM ADDITION 12, < < a- u— j BETTER. V 2 2 0\4, 2 42 - - - - - - - - - - - - - - - GENERAL ROOF OTESOIE Ii (1) FASCIA: SQUARE CUT Ig (2) OVERHANG: 1 (3) ROOF PITCH SHALL BE 1/12 UNLESS WATERPROOF LIGHT NOTED OTHERWISE ON PLANS. FLUORESCENT LIGHT FIXTURE (4) ROOF FRAMING TO BE PRE—ENGINEERED O WOOD RAFTERS SET @ 24" O.C. (5) ROOF FRAMING LUMBER TO BE #2 OR < < a- u— j BETTER. (6) INDICATES DIRECTION OF Ri II Lu U) iY T_ ROOF SLOPE.ii (7) PROVIDE SCREENED VENTS @ E. 3RD. 3 ii JOIST SPACE @ ALL ANTI EoES. li (8) PROVIDE SCREENED ROOF VENTS @ le 0 ui o" O.C. rTl (9) USECCX PLY @ ALL EXPOSED EAVES. 2 (10 ) USE 300# COMPOSITION SHINGLES OVER FELT. EI < L -L il >cr- 15# II (11) ROOFING: FIBERGLASS SHINGLES. (12) II SHEATHING: 7/16 gv OSB. (1 3) FELT: 15 lb. (14) DIMENSIONS MAY VARY SLIGHTLY DUE TO FIELD MODIFICATIONS AND ADJUSTMENTS. II (1 4) MACH EXISTING ROOF SYSTEM AND ROOF II i, PITCH. --------- --- ELECTRICAL NOTES ,A,"" -1, N 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETSNSTALLED IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS't ALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED COMBINATION TYPE ARC—FAULT CIRCUIT INTERRUPTER (AFCI) INSTALLED TO PROVIDE PROTECTION •OF THE BRANCH CIRCUIT,, 2; ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMPERE R , ECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BOATHOUSES, AND GRADE—LEVEL PORTIONS OF UNFINISHED ACCESSORY BUILDINGS USED FOR STORAGE OR WORK AREAS, OUTDOOR RECEPTACLES (MIN, ONE AT FRONT AND BACK OF DWELLING, AND ONE LOCATED AT CONDENSER UNIT), AT OR BELOW GRADE CRAWL SPACES, UNFINISHED BASEMENTS, KITCHEN COUNTERTOP SURFACES, OUTLETS WITHIN 6 FEET OF LAUNDRY, UTILITY, OR WET BAR SINKS, BALCONY, DECK, OR PORCH (GREATER THAN 20 SQUARE FEET), SHALL HAVE GROUND—FAULT CIRCUIT INTERRUPTER (GFCI) PROTECTION FOR PERSONNEL. ARTICLE ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH -lI h 200 OF NFPA 70A I= x ELECTRICAL INSTALLATION TO MEET THE REQUIREMENTS OF Fl FI CURRENT NEC. F 'OR PERMANENT LIGHT FIXTURES j) 100% OF INTERIOR AND EXTERI USE CFL/LED LAMPS,, ALL RECESSED LIGHTS TO BE LED. EXCEPTION: LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO UTILIZE HIGH—EFFICIENCY LAMPS, R404.1A LIGHTING EQUIPMENT (MANDATORY), FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. ALL SMOKE_ D,E_l"'E(,,\,,TORS ARE TO BE HARD WIRED AND INTERCONNECTED. ELECTRIC LEGEND 110 CONVENIENCE OUTLET CIA 110 C.O. GROUND FAULT INTERRUTER 220 OUTLET 'Wp I'u MLjLR PR lOOF RECEPTACLE SINGLE POLE SWITCH —WAY SWITCH THREE CEILING FAN WITH LIGHT SMOKE DETECTOR SD CEILING MOUNTED LIGHT FIXTURE WALL—MOUNTED LIGHT CEILING MOUNTED LIGHT WITH PULL SWITCH (PS) p PHONE OUTLET FLOOD LIGHT CABLE 'll-kv/ OULET RECESSEI LIGHT Z U) LITE, HEATER AND FAN C.D S) THEATRICAL STRIP WATERPROOF LIGHT FLUORESCENT LIGHT FIXTURE U) Lu < CEILING MOUNTED O ELECTRICAL NOTES ,A,"" -1, N 120 VOLT, SINGLE PHASE, 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETSNSTALLED IN DWELLING UNITS, FAMILY ROOMS, DINING ROOMS, LIVING ROOMS, PARLORS, LIBRARIES, DENS, BEDROOMS, SUNROOMS, RECREATION ROOMS't ALLWAYS, OR SIMILAR ROOMS OR AREAS SHALL BE PROTECTED BY A LISTED COMBINATION TYPE ARC—FAULT CIRCUIT INTERRUPTER (AFCI) INSTALLED TO PROVIDE PROTECTION •OF THE BRANCH CIRCUIT,, 2; ALL 125 VOLT, SINGLE PHASE, 15 AND 20 AMPERE R , ECEPTACLES INSTALLED IN BATHROOMS, GARAGES, BOATHOUSES, AND GRADE—LEVEL PORTIONS OF UNFINISHED ACCESSORY BUILDINGS USED FOR STORAGE OR WORK AREAS, OUTDOOR RECEPTACLES (MIN, ONE AT FRONT AND BACK OF DWELLING, AND ONE LOCATED AT CONDENSER UNIT), AT OR BELOW GRADE CRAWL SPACES, UNFINISHED BASEMENTS, KITCHEN COUNTERTOP SURFACES, OUTLETS WITHIN 6 FEET OF LAUNDRY, UTILITY, OR WET BAR SINKS, BALCONY, DECK, OR PORCH (GREATER THAN 20 SQUARE FEET), SHALL HAVE GROUND—FAULT CIRCUIT INTERRUPTER (GFCI) PROTECTION FOR PERSONNEL. ARTICLE ALL ELECTRICAL WIRING TO BE IN ACCORDANCE WITH -lI h 200 OF NFPA 70A I= x ELECTRICAL INSTALLATION TO MEET THE REQUIREMENTS OF Fl FI CURRENT NEC. F 'OR PERMANENT LIGHT FIXTURES j) 100% OF INTERIOR AND EXTERI USE CFL/LED LAMPS,, ALL RECESSED LIGHTS TO BE LED. EXCEPTION: LOW VOLTAGE LIGHTING SHALL NOT BE REQUIRED TO UTILIZE HIGH—EFFICIENCY LAMPS, R404.1A LIGHTING EQUIPMENT (MANDATORY), FUEL GAS LIGHTING SYSTEMS SHALL NOT HAVE CONTINUOUSLY BURNING PILOT LIGHTS. ALL SMOKE_ D,E_l"'E(,,\,,TORS ARE TO BE HARD WIRED AND INTERCONNECTED. ELECTRIC LEGEND 110 CONVENIENCE OUTLET CIA 110 C.O. GROUND FAULT INTERRUTER 220 OUTLET 'Wp I'u MLjLR PR lOOF RECEPTACLE SINGLE POLE SWITCH —WAY SWITCH THREE CEILING FAN WITH LIGHT SMOKE DETECTOR SD CEILING MOUNTED LIGHT FIXTURE WALL—MOUNTED LIGHT CEILING MOUNTED LIGHT WITH PULL SWITCH (PS) p PHONE OUTLET FLOOD LIGHT CABLE 'll-kv/ OULET COMMUNITY DEVELOPMENT APPROVED m RECESSEI LIGHT Z U) LITE, HEATER AND FAN C.D S) THEATRICAL STRIP WATERPROOF LIGHT FLUORESCENT LIGHT FIXTURE U) Lu < CEILING MOUNTED COMMUNITY DEVELOPMENT APPROVED m Z U) U) z 0 U) Lu < rrnnu z < < a- u— j W U) LLj E � Lu U) iY T_ uj 0 0 P LU 0 ui rTl Z m < T_ W w 0 W < L -L il >cr- U) _j Lu 0 uj Lu U 2 z w NOTES: 1.DIMENSIONS MAY VARY SLIGHTLY DUE TO FIELD MODIFICATIONS AND ADJUSTMENTS. 2.FOR FLASHING AND WINDOW INSTALLATION SEE DETAILS ON SHEET A-3 3.SIDING BOARD. EXISTING +__NEW ADDITION—--, fTC-)�U�STEE-7- MATCH EXISTING 0 . . . ........ ............ .... ....... ... .. LINE OF-......`"`.. WALL I V E L �...„„ SCALE-,” � � .„we... � a .„..„ :'"~ � e a 1 /4 ENG. ROOF TRUSS HT. INSULAPION 12 BAFFLE 4” TRIM (TYP). 30# FELT FASTENED TRUSES 0 24' O.C. PER FBC 15073.8 BOARD FLASHING PER FBC 1507,19 (TYP). 0'-0" A 4" GALV. DRIP EDGE I "p FASTENED PER FHC --------- — 150719.3 Ile 1 x 2 FURRING . . . . . ................ ...... .. STRIIP 3F 1 TYP 4" M 'AX SUB -FASCIA OVER HANG C INUC)US V"EN11TED ONTI ­­ - ----- --- 0 W SOFFIT 'TO MATCH W1111 EXISTING, .. ... .......... .. ....... . ...... . ...... TOP OF PLATE SEE %,`,,ALL SHEATHING Z < HARD IE PANEL PLAN SIDING OVER 7/16. OSB GrrSUM BOARD--",, 3VEK HOUSE WRAP p, 'g OR SIMILAR VAPOR BARRIER, 0 W I--- Lu 3 2 z w SEALED AT TOP & SINGLE 2xB rJ. 5,)r BOTTOM PLATE& R-11 #' TOP PLAIT, INSULA111ON THREADED ROD FROM TOP PLATE, TO SLAB (SEE ENGINEERING DW`GS) FOR FOUNDATION DETAILS CON-111NUOUS \13"06"' CMU BOND BEAM wl 1-#5 IN TOP TWO SEE STRU CTURAL PLAK FINISHED GRADE COURSES, CIONS 41"'liCTED OF OPEN z HARDI BOARD -TORCH ROLL (TYP). 9'-0" HT. 7'-3" PL HT. CMU BLOCK (TYP). 0'-0" F.F --- - - R -30 INSULATION TOP OF PLATE, SEE PLAN GYPSUM CEILING BOARD 1,,/2- GYPSUM WALLBOARD z 2x4 STLI'D W,ALL 0 16' O.C. ------ CONCRETE ISLAS w FIBERMESH 0 11.5 LBS/CU.?01, OP CONCRE-TEE ON 6 MIL VAPOR BARRIERL FINISHED FLOOR . ......... COM P ACII t "D FILLING. MONOLITHIC FTG. W/3)-#5 RODS CONT. AROUND PERIMETER BEND OUTSIDE REINFORCED L u 4 L L I u IN A — 2 c, "N � \J L 1/2 HI O's UL RATED U 3 5 6 TORCH ROLL . ...... \ (TYP). 9'-0" HT. 7'-3" PL HT. - - - - - - - - - - 4" TRIM . . . .. . ...... (TYP). SIDING BOARD (TYP). 0'-0" F.F MENEM NEW E ADDIT,1!,��LNI­ EXIST'ING I(5RT-T'1<E-;TING ........ . LINE OF WALL 71 Z r .......... R SCALE, //4" 0 TOP OF CMU LAN C ON TIIN U 0 S e/E: N'TED VIN"fl, SOFFIT. \\­SHEATH/'NAIL PER SCHEDULE & (OMIT AT "I'RUSSE, wl HEELS LESS THEN 6") INT REINFORCEMENT AI I o" OC. ..... ..... CMU, WALL. S1 CO. 7 z R 1-#5 CONTINUOUS 4!' CONCRETE SLAS w IFISERMESH--, 0 1.5 LBS./CU,,YTD,- OF CONCRETE ON DOWEl 'P0, 6 MIL VAPOR BARRIER. Xo # z IT r MATCH WALL FINISHED REINFORCING FLOOR 14- .. . ....... . . ---- — -- /-Fli ­ c"m Con Al"IED1- FILLING, MONOLITHIC FTG. Wil (3)-#Q5 RODS --- CONT. AROUND PERIMETER BEND OUTSIDE REINFORCED V -4 - GRADE 71­ y'p I C A I L L\ I y lk h I A I I 2 m"ALL i T w„w..„M. „ 1 ....w.`�; A 2 ' 2 (2') 11-111"')UR RATED WALL IRA ­111 -7' U914 IIIII 111111 111 IN I 99-010 HT. 7'-3” 12 4” TRIM (TYP). z FYI TRUSES 0 24' O.C. BOARD (TYP). 0'-0" F.F 0 U) z 2x4 BLOckING Ile BET FEEN R-301�USSES., TYP -JW -J CL W0 0 W INSULATION o w .. ... .......... .. ....... . ...... . ...... TOP OF PLATE SEE .. ... . ... ..... . Z < PLAN T- w W 0 LIJ GrrSUM BOARD--",, p, 'g U) < pui ULL), 0 W I--- Lu 3 2 z w SINGLE 2xB rJ. 5,)r #' TOP PLAIT, CON-111NUOUS \13"06"' CMU BOND BEAM wl 1-#5 IN TOP TWO -- COURSES, CIONS 41"'liCTED OF OPEN BOTTOM LINTEL BLOCK& (TY"P) 2x2 P.T. FURRING STRIPS. z < GYPSUM WALLBOARD TOP OF CMU LAN C ON TIIN U 0 S e/E: N'TED VIN"fl, SOFFIT. \\­SHEATH/'NAIL PER SCHEDULE & (OMIT AT "I'RUSSE, wl HEELS LESS THEN 6") INT REINFORCEMENT AI I o" OC. ..... ..... CMU, WALL. S1 CO. 7 z R 1-#5 CONTINUOUS 4!' CONCRETE SLAS w IFISERMESH--, 0 1.5 LBS./CU,,YTD,- OF CONCRETE ON DOWEl 'P0, 6 MIL VAPOR BARRIER. Xo # z IT r MATCH WALL FINISHED REINFORCING FLOOR 14- .. . ....... . . ---- — -- /-Fli ­ c"m Con Al"IED1- FILLING, MONOLITHIC FTG. Wil (3)-#Q5 RODS --- CONT. AROUND PERIMETER BEND OUTSIDE REINFORCED V -4 - GRADE 71­ y'p I C A I L L\ I y lk h I A I I 2 m"ALL i T w„w..„M. „ 1 ....w.`�; A 2 ' 2 (2') 11-111"')UR RATED WALL IRA ­111 -7' U914 IIIII 111111 111 IN I 99-010 HT. 7'-3” PL HT. 4” TRIM (TYP). z FYI SIDING BOARD (TYP). 0'-0" F.F -rr%MfNl I mf -111 I L-1 1 14 L- VI WALL t r N A I SC 1/4 ALE. j \„w Iw I NN, 1E L 0 N 3 A" SCALE: 1 / 1 1 4" TRIM (TYP). COMMUNITY DEVELOPMENT APPROVED 01111120m I Q Z U) z FYI 0 U) W < 0 U) z < < 0- LL LLI W 0 U) > _MLu -JW -J CL W0 0 W o w Z < T- w W 0 LIJ < w > U) < pui ULL), 0 W I--- Lu 3 2 z w I WEATHER RESISTANT BARRIER (W=R3I ) 2 X WALL PER PLAN ,,,,—,SIDING '+S I DI G BOARD 7/16- a \ APA RATED SHEATHING OVER 7;16" OSB tB SEE STRUCTURAL ENGINEERING � II f €� T�f V K HOUSE EXTERIOR T `�Ia� SHEATHING O BE WRAP OR SIMILAR FLUSH WITH � �EEDGE OF THE FOUNDATION, ION, 1 A{ 4" GAP BETWEEN FOUNDATION AND SHEATHING } i i = E L I I SILL PLATE WEEP SCREED F FLANGE = t ,9"t is .A 5�6, SPRING 3 w,.+4fr�Gt"` s' ,F F A " C aF i R t C w` "\ £ R ALL; . £ } FIN ,;� 15=1 = _,."'_, s s • e ,a, ,a$, ` `. °, , F M - ,3, '..32 Air• % `R,` wLRf }_ - P. e6`a 3Fi qI` ;: `�A$ �• " "`L",_ w" FOUNDATION PER '�-LLZ \,.,\ L +V •'i •i } £,w,".i i .. + ` " vx•� n.f.S,a' c'3 R E , § ` ira�tal IP w > ELa > zt RAL, ENGINEER I � } bPw FOUNDATION WEEP SCREED SCALE: N.T.S. WRAP B INTO OI" ENIN� REMOVE BOTTOM '3 } MODIFIED x CUTw,,, a , `: f\ N i"' IN i , Z I 8 _ .r "f TAPE i" } i M -P gg � \_' i ti`♦ t� TOP 3 i,."i'�, £ L," R\\` } a � A =� A� 3 \ £.s, 3 ga`e } a.., L,3 x INSTALL If F AY fr T H OD t^" i '3 PER 3 a,_Rz. � INSTRUCTIONS,, I N S"L LDOOR, S:S DOOR TO LEVEL, PLUMB AND SQUARE: DOOR IN OPENING, I t �a } w t R R a I• I S I I 3 RI i II f I ". ` w.w„w",,, " E w,. :x I I R w � � i” w, ww _ ," i i t ww w _ I` € f } 6 I q R E 7 i aw "„_,,,_Liw " HEAD FLASHING, EXTENDING yTwN D I N G 10” w3UN OD TOP qaP \ uAND i\3E }y ^ R n i A\ \N L BOTH SIDES APPLY }awsw .i�U3 ? Ar L \ a` : a` "A\. CUT IN iR B Will O. DOOR "aOR RASE TO RBBEYOND DOOR ROUGH OPENING. !"� EXTENDING B I /2" AA � xq ABOVE VE DOOR ROUGH I R DOOR FLASHING SCALE: N.T.S. EXTER I i SEE EV SAI" Ivy R ��. I A R )ARRI ,R 'LASHING. OVERLAPS } E 5X5 FIBERGLASS SHINGLES PER SPEw`°y I CUT =.._,.. L€� F ' �. AND FOLDLASHING I IC —OU I" I O FORM KICK A � I�" _°�� O SHED ,... �. G+ 3 wwww = a H 0SEaBRG. HT. PER PLPWATER AWAY FROM T[ _ a i ar I r I 2X6 }= A CI W A�"�. IRNUM WRAF a<. I I F,` ` .......: � R I SEE -'1E a HOLD REACK FASCIA AND DRIP EDGE 2" \ i I FROM FACE OF WALL _ I i I FIBERGLASS_SHINGLES PER. SPEC,, I\ BRG. HT. PER PLANAga r 0" i FASCIA ww$" > " _ � H I N G lf " rr OUTSIDE FACE 16 w ���mWATER" ROF EXTERIOR WALL�E"L DRa�"��� uX6 F SCI.A F,Aa P.Lfr ALUMINUM r A a I I R ' EXTERIOR a•"I N I 3 fes, E } www"' a i P A PER PLAN €€€€ EXTERIOR I• II�ISI"= PER PLAN I i I f � WALL AND ROOF INTERSECTION FLASHING SCALE N.T.s. GABLE HIP RETURN FLASHING DOOR AND z VJ Z WINDOW INSTALLATION AE? fINI GS SH AwL BEINSTAL-ED VALLEY E N ACCORDANCE\`\ � WITHH MANUFACTURER'S IN yLLA ON INSTRUCTIONS _w BEFORE APL ING SHINGLES,, A"LEY LININGS OF THE i H „ BE PER, FOO IG rgES SHALL £i Laa 1 A_u>(VAa„\I ' R y LN VALLEY FOR " yOy D) LINED `EXPOSED) BE LEAST F #$ S THMETAL, s wq E VALLEY > N I N Ca 3L%LAT } I F"\rw :."" ,+`\ eRi }� ANY 4 S IDE AND OF .ANY \O THE C „)L•• A ,w'ON—RESISTANT �),RROISI „" F SSE T FLUSH O BASE EMaN # ND iI NG CEMENT O METALS Aaws >N .a.F LE R903.1 S PPSF GSIDE OFROOF. WHEN COMPLETED THERE OPPOSING IF I Imo. I AEw E.�R,x P�DGa_ I C . O PLIES A">°fZ 26GA, GALVANIZED a+ \y �Pwti�w��a�$a w� L3'ES I (NO'�aSCALE)�" \iNE��aSURFACE ya"w ROO l a NaF COMLY`Ny Will Zq"Z" FASTENERS.ALL LAPS SHALL BLA MINIMUM OF .,, t _s BEERINAI! I H" BOTTOMS THE VE FLASHING \LMN APPROVED FULLY IN „zR E. LAYER SHALLBE TG" AND THE y=.Ai 2i! ' A 3 LAYER I I (NOT SCALE) :, " ,,, i i OF 3�tt R a.A i✓ �}LF Ea . ,ti ROOF It, ,. W\EZ"S"E'DNCAPABILITIES W n EDGE FLA LAPS. 11.�PE ENTIRE EDGE OF THE OFLL_METAL. T THAN THE RIDGESI OFANY CHIMNEY GREATER VR "D HA ; E SEALED COVERING NALSHALL A,FLANGE HORIZONTAL (VALLEY 1 FOR CLOSED $ywL V>f COVERED , TH `RI"#\ ALL 3 PENETRATIONS WITH APPROVED FLA:N DRIP EDGE SHALL BE PROVIDED A } EAVES AND GABLES G: SHINGLES), VALLEY LINING OF ON PLY SMOOTHROLw �� �{ ,w� . _Ia,r_ SHINGLED ROOFS, AND OVERLAPPED A MINIMUM OF 2S. EAVE ;S 1 ROOFING yOM�fNG WITH 1HM �� TYPE ip OR SHALL EXTEND 1A4i BELOW SHEATHING AND EXTEND ,FIi EDGES III AND AT LEAST��pFA_ TYPE OR VALLEY LINING BACK ON THE ROOa A MINIMUM OF 2 . DRIP EDGE SHALLBE yE S $ A \ C ASDESCRIBED I N ITEMS ABOVE SHALL. BE _L } MECHANICALLY FASTENED A� AXIMUM OP" _2fO.C. DRIP EDGE AT PERMITTED, SPECIALTY UNDERLA fMEN wCOMPLYING O PLYP y I I I f 3 L�i� I I V SHALL BE PERMITTED TO BE INSTALLED EITHER OVER : \ a... A Y E `a„` . SAL E""^L A "y USED $�, � � g D MAY WITH I I"d �� #�$S � M iw`F 1 .AA�"`` N° Z� }XAI A� �`e £,,.A aL„. Lf � �f...,,`i„1 I a."��` THE c", t N l,,,I E�,9 �,a C 3 I : t.". ; LIEU 100 WEIGHING A MINIMUM OF 77 POUNDS PER I UNDER THE UNDERLAYMENT. IF INSTALLED OVER THE LINING 3 ATERIAwa yCLARlP„R COUNTER FLASHING SHALL BE I I \ I ENTqtNDwR � FHERE SHALL BEA MINIMUM 2 WIDTH OF ROOF CORROSION—RESISTANT METAL WITH A MINIMUM Ii I I i I CEMENT INSTALLED OVER THE DRIP EDGE FLANGE. Hf2'8�w�_�d"�au\l�iw.\w \ E SIDING SHALL BE LAPPED 'PED A Mill MUM OF 1 I `4" AND SHALL HAVE THE ENDS S LED WI TH £ Iw���: , THE, �.{NDE�R�".AYMENT SHALL CONFORM WITH ASTM D 26, TYPE CAULKING, COVERED WITH AN H SE; EON JOINT R OR TYPE 11, OR ASTM D 4869, TYPE I OR TYPE II. THE E " N DER LAS MEN SHALL BEI N TALLIED IN WAER fI II I UNDORLdYMENT SHALL BE ENSTALLED IN WATER SwEDING FASHION, �t�L}NG FASHION, THE LASTLSA 'ER APPLIED AT R I f HORIZONTAL. I STARTING WITH THE SAVE EDGE AND ROLLED >�: L£}E ?�iaw`��I".� a�aw �'1,.aawat':.:.E F� THE RIDGESHALL BE L ani FOLDED ,aVF R THE RIDGE AND UNERLAYSHALL OVERLAP A MINIMUM 0£ G qAND BE ��C NICAwY "�S„aND, AT w36 " ARaL$T O.C. MAXIMUM OENT MECHANICALLY FASTENED AT 36” O.C. MAXIMUM THE OPPOSINGSIDEOFTHE ROOF. REPEAT PROCEDURE OR OPPOSING SID_ ROOF. WwN OF I CFOMP"T D THERE WILL BE TWO LAYERS OF jff Ii I GERE1YENT OVERLAPPING HL RIDGE. ROOF FLASHING SCALE: N.T.S. MOISTURE BARRIER OR WEATHER WRAP INSTALLATION PER CODE O.S.B. SHEATING PER, CODE WHEATHER WRAP TAPE INSTALLED PER CODE (ALSO WEATHER REa3 i\aBARRIER ( RB) APPLIED TO THE WINDOW INSTALLATION. FLASHING &"w D N".THE m " C OF \H E MOUNTING L NGE. pEll,iNG, APPLY A %NOMI,,Yi�P APPLY idN,aTT, SEAL ,aa ,aa�\LL{�` a"'a. 3C 3` THE Z�\ (HEAD) `ND IN ERI R) OF 114E WfflDOV? SiDES.` (JAMBS) Ck WN00% % X}T a9 : a e Rte a� i ` ',xy �&I,Ai�aN�-lVT A JAMBS :rAT HEAD, agwX" F� ED 3LVI,¢xy�.> .,L:"PUI ia.. ED . OILE. \,L SL\a3..., GOES\,�i\a1i3�`a IPNTk SF `'\\i,.a\\�'� AND IN (FLA �: NGSSEALAN11-11. ASTIE OVIFIR AT HEAD FILASIHIKIG A7 HEAD HEAD—Fl, AFIL09- WED 801704 FL RAE PREVIOUSLY APPLIED SEALAN". OVER S,�w\\".2 �Ry aNa ,w .3#a+ 3 <`F G i a �'I , xM yygg S� .�- i , _ F 9\a. +�aas".. -------------- i:"N0� maw S 1AR TING KT `T -IE SASZ O i AE WALL & "L@`AL`NNKNI\LG NAIVAiRDS i Tela TOP,, INS S ALL 114E WIRc TO TH€w'" FACE 011 'N SI'IVVa I`IHNGx, kPPLY SILL PLASHING \U aaI-\"imeq\? OF vE4wMN'3 } I PAN HEAD SCREAS 1-0, A FACIG,IT,A�_ IN'S; PE ON, APPLY READ OF SEhLANT AT I CD, APPLY aaiaiFaAHx iC s 'A HIF-3t APPLY MEAD r asx\A`,4%!N R00110VT'PAPPLIED `� i� y, FLAT O�ErR HEAD FLASHING. EAPPLY e TAPE E R y y I ��R i�is�`u =L'Ea`�X„ Aasvii3 SIT, DIaAG%RAM, I NOT REQW6 REDD WHEN USING 50 ADHERING T'(PE FLA\&HNG i-" �\ , \� \ -y\'vi i I R : L \ 3' a "`a \a+<-+ :k•;;: `F\\ FLASHING OVERLAP 1 SILL a"� FFF k.fcs `L ��a��� F 0 Q`: a\ SCF'. {?aa2v'\ 011uEN,1AATI „IiX). NaOW \AIkM���LL3� Fa\\ SZEAANT I ..,........,.. Z A.. aN\E R ")HE Fl -APA\ 1 141 E :\ } t' f `F �I, db� .a E £ t +fib , f LL Rt„y,':a•tR G li\�ro R &,.:'liil`w` 3a: A+i?NAFQVL 0�k ND A01,IST WIN �� a O, � h USE' � i;`' \ f i r\ ,i �., ANDANDA,i,�a„a, RE IiFA 'ENERS. €,, TIE VANDOWSS PER a' ,f1,41NDOW MANUFACTIJ.RER * ECIFIC"=,YTI NS, I .. laff AT A 45 IDEGNR NT BE4L ANE N is G;ya� i3C R-LJkl\\V?' N$G an i, 3,aeG�a`` F \ WRB SURFACE ACS, ASO,. INTERIOR VIEW TOP LEFT CORNER \+\L`a• WINDOW WINDOW FMETHOD A-1 SCALE: N.T.S. NOTED ON WINDOW ND INATALLATION DETAIL) 9 A R R SSE \NFQEN��' HEADER DETAIL (VINYL/HARDIE LAP) O.S.B. SHEATING PER CODE WINDOW TO BE SET IN FRAMED ROUGH OPENING WEATHER WRAP TAPE INSTALLED OVER WEATHER BARRIER AND OVERLAPPING SILL LUMBER OF FRAMED OPENING WEATHER BARRIER TO BE INSTALLED PER CODE OVERLAPPI G ROUGH OPENING LUMBER WHERE NEEDED VINYL OR HARDIE LAP SIDING ROUGH LUMBER APPLICATION TO FORMING MEET CODE FRAMED OPENING;alw+ O.S.B. SHEATING PER CODE (NOT 3"Ma`' S ALE SECONDARY WEATHER TAPE TO BE INSTALLED OVER ENTIRE WINDOW FLANGE PER CODE WINDOW SILL DETAIL (VINYL/HARDIE LAP) VINYL OR HARDIE LAP SIDING APPLICATION TO MEET CODE SCALE: N.T.S. DOOR AND z VJ Z WINDOW INSTALLATION SCALE. N.T.S. z Z � � Q.ASS.",,,:�_�.'. I , I THE UteDwR IA YMSN " SHALL BE INSTALLED I N WATER BASEE AND COUNTER FLASHING SHALL BE INSTALLED Ii F P LINE FOLD I.H. E HiNw RNASPION. AT THE SHEDFASHION. I€TM UaAC&URER'S WITH N ACCORDANCE L wASD MECHANICALLY NDLRwAYM6NT OVER HEHIP INSTALLATION INSTRUCTIONS, OR CONTINUOUS 3NUFUS i ~w Li OSI\a FASTEN, � a aa�y # 0,,C. MAXIMUM " O THE R�1NGSHALL B _ SET IN APPROVED PROVHD METAL "L" F „ „III E PROCEDURE FOR P, EP_'T R\CD\R% S3LE O THE ROOF,, REPEAT „" F SSE T FLUSH O BASE EMaN # ND iI NG CEMENT O S PPSF GSIDE OFROOF. WHEN COMPLETED THERE OPPOSING HE aNDERAV? a,NYx BOTH WALL AND OVER WFe"BE WAO LAYERS OF :NawR„sYSEN HORIZONTAL AND VERTICAL METAL FLANGES SHALL OVERLAPPING "Hw H1`, BE FASTENED 6” ON CEN LR WITH APPROVED g� F "F Zq"Z" FASTENERS.ALL LAPS SHALL BLA MINIMUM OF ASHIN A W VE FLASHING \LMN APPROVED FULLY IN „zR E. GA,,a GALVANIZED \?�� aEAa"D A"LSA3 ATTHE aAZwR PORTION OF FLASHING SHALL S (NOT SCALE) :, . ,ti ROOF It, ,. W\EZ"S"E'DNCAPABILITIES W C CRICKET OR SADDLE SHALLBE INSTALLED ON _ Rw LAPS. 11.�PE ENTIRE EDGE OF THE OFLL_METAL. T THAN THE RIDGESI OFANY CHIMNEY GREATER VR "D HA ; E SEALED COVERING NALSHALL A,FLANGE HORIZONTAL aa W}aar CRICKET O"SADDLE CLG"Ri\G` SHALL `RI"#\ ALL 3 PENETRATIONS WITH APPROVED FLA:N °i a`�• 1wJ.ww3.G FLASHING:, Sw.w .ESHEET w„ALi1 OF THE SAME MATERIAL AS w NyND MEMBRANE, S%INaES SHALL CEMENT �� �{ ,w� . _Ia,r_ THE ROOF COVERING. OVERLAP THE HORIZONTAL i,A\.AND SHALL BE �IF at \L,w � a23�I�aLN SETIN APPROVED FLASHING CEMENT., , aN \ PANELS SHALL P3INSTALLED " OF ��I��FrS �R THE RIDGE AND VALLEY FLASHING JOIN S DIMENSION PARALLEL TO FRAMING. VR i":CAL L RIDGE SADDLES w�_ pSAME �w �tF ". �} "I L� SHALLw_�9R 0R �\iF M,A'�SHALL VALLEY Fa @ ING ON THE MAINROOF,, SECTION C4RR:ION,RESL`2A\METAL PROVIDED IN " j�Al"KENLOR COVE "L WF H BE SEALED NTH OR MINERAL SURFACE RO\IROOFING ,_ ri_ I TS SH A, M FLASHEDBRBy:a2.8a_ BATTENS. HORIZONTALJO ,i 100 WEIGHING A MINIMUM OF 77 POUNDS PER y ,. H "Z—FLASHING" AND BLOCKED SOLID WOO yCLARlP„R COUNTER FLASHING SHALL BE s1 I CORROSION—RESISTANT METAL WITH A MINIMUM ER THICKNESS PROVIDED IN TABLE 9011. Hf2'8�w�_�d"�au\l�iw.\w \ E SIDING SHALL BE LAPPED 'PED A Mill MUM OF 1 I `4" AND SHALL HAVE THE ENDS S LED WI TH CAULKING, COVERED WITH AN H SE; EON JOINT E COVER, OR LOCATED OVER A STRIP F FLASHING. I LAP SIDING COURSES MAY BE INS"� AlLF.D WITH THE aw.� , FASTENER R HEADS EXPOSED OR CON JE AF L EL° ACCORDING TO APPROVED MANUAC 'Rti S INSTALLATION INSTRwCTI ONsa X 5 ANGLE FLASHING w� �`" `x ,'S p.� i�, A�� `a�L GV`A�Y =gy I SIA A is (NOT 3"Ma`' S ALE SECONDARY WEATHER TAPE TO BE INSTALLED OVER ENTIRE WINDOW FLANGE PER CODE WINDOW SILL DETAIL (VINYL/HARDIE LAP) VINYL OR HARDIE LAP SIDING APPLICATION TO MEET CODE SCALE: N.T.S. 66 FOR E TAL C R s JACKSONVILLE BEACH FLORIDA DRAW YT Y AEC z VJ Z � z Z � � J W Q o 'r�'r�xx vJ z w .. J a L T O W w U 1� LLJ / J [L w \SSJ Up w I— a- 0 Lu _j rr W Z < M--41 TZ � U r� V 1 Q w> a' J W r� `J � � -J W a Q W p 2 Z W 66 FOR E TAL C R s JACKSONVILLE BEACH FLORIDA DRAW YT Y AEC