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357 4th St new home 2012 QU ICKTIE CONNECTORS TYPICAL WOOD M EMBER ` A DESIGN SPECIFICATIONS UPLIFT FASTENING SCHEDULE GENERAL NOTES & CONSTRUCTION SPECIIFICATIONS CONNECTOR SYP SPF FASTENERS FL# CODE LOCATION CONNECTION FASTENER HA4 660 528 (9)10dx1'/2" 3557.2 CEILING JOIST LAPS OVER GENERAL NOTES: FOOTING AND FOUNDATIONS: DESIGN CODE: HTS16 1255 1255 (16)10dx1'/2" 3557.5 PARTITIONS ( )GUN NAIL FACE NAIL FOOTINGS AND FOUNDATIONS SHALLIBE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL 4 2010 FLORIDA BUILDING CODE - RESIDENTIAL MS36 1835 1468 (26)1odx1'/z" 3557.4 BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE 10d THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL LSTA12 925 765 (10)10d 3557.4 (3)1 PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE CLAY SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% COLLAR TIE TO RAFTER FACE NAIL (CLAY) DESIGN LOADS: ACTUAL AND UNIFORM CS16 1705 1705 (13)Sd EA. END 3557.1 OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. Lou P o n ti go an d (3)GUN NAIL LS18 1005 804 (14)1 Odx1 V," 3557.4 LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: I A s s o c i a t e s, I In c. FLOOR i FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, MS24 1270 1016 (18)10dx1 /2 ' 3557.4 (38d) THE ITEMS SPECIFICALLY DESIGNED THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR ETC., SEE ARCHITECTURAL PLANS.DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.o. DO ROOF RAFTER TO PLATE TOENAIL WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF 420 Osceola Avenue SC35 295 236 (12)1Odx1'/2" 3557.10 (3)GUN NAIL FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, NOT DETERMINE FOOTING LOCATION ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON ROOF LOADING (cd=1.25) (cd=1.00) SC35F 500 400 (12)1odx1' 23557.10 TRUSS-TO-TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. FOUNDATION PLAN. IF FOOTING SIZE OR�ASED LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) Jax. Beach,Florida 32250 ( TOP CHORD LIVE LOAD 20 psf 40 psf 3)10d I Ph. 242-0908 Fax.241-9557 TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf LS12 715 572 (10)8d 3557.4 TOENAIL DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL DOCUMENTS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE UNLESS OTHERWISE NOTED ON DRAV4NGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3 IN FOOTINGS AND MESH SHALL BE FL:CA# 8344 SC:CA# 3579 TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) 10 psf QTB(X) BLUE N/A N/A N/A 3557.6 (4)GUN NAIL COMPLIANCE. CENTERED IN SLAB ON GRADE. IN A4L CONTINUOUS FOOTINGS PROVIDE #3 @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF BOTTOM CHORD LIVE LOAD 10 psf 0 psf JACKRAFTER TO HIP REINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS CONTACT US WITH YOUR COMMENTS BOTTOM CHORD DEAD LOAD 5 psf 5 psf QTB(X) GREEN N/A N/A N/A 3557.7 (2)16d MATERIAL SPECIFICATIONS: INTO EACH ELEMENT. SPLICES IN REIrFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS COMMENTS @ LP-A.COM QTB(X) ORANGE N/A N/A N/A 3557.8 FACE NAIL 3 GUN NAIL MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY DEFLEC11ON CRITERIA: QTB(X) RED N/A N/A N/A 3557.9 ( ) HARDWARE AND ANCHORS: N�u�Rmn uuyrr ANCHOR BOLTS & THREADED ROD: SHALL BE IN ACCORDANCE WITH ASTM A 307 OR ASTM F 1554 GRADE 36. UNITS WITH TYPE 'S' MORTAR. WALL .COURSING SHALL BE RUNNING BONDS, STACK BOND SHALL NOT BE USED. GROUT ALL CELLS A/ ITW/REDHEAD 14419.1 ROOF RAFTER TO 2 PLY (2)16d TOENAIL OR QT WIRE ROPE: '/a„0 & 3/,"0, GALVANIZED "AIRCRAFT" DESIGNED 7x19 w/ A MIN. BREAKING STRENGTH OF 7,000Ibs. & 14,000Ibs. CONTAINING VERTICAL REINFORCEMEMT WITH 3000 PSI PEA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE @�e� P=, PO /. LOAD L 180 ( ) C ••�•s's•r ROOF FRAMING: LIVE LOAD L/240 TOTAL / G5 EPDXY 48 BAR DIAMETERS ALL ELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH s� °. ., RIDGE BEAM FACE NAIL RESPECTFULLY. s (3)GUN NAIL - #4 @ 4'-0" O.C. MAX. AND AT EPICH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT �sss �CENs �ss�Q P� FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 SIM PSO N CONNECTORS WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). •y•s \, •. NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. INTERSECTIONS OF PERPENDICULAR MASONRY ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH 0 ss (3)16d METAL CONNECTORS ALL METAL CONNECTORS WHICH ARE EXPOSED TO EXTERIOR SHALL BE GALVANIZED. ELEMENT. AT STEMWALL CONSTRUCTED OF 5 OR MORE COURSES, PROVIDE HORIZONTAL JOINT REINFORCEMENT AT 16" O.C. VERTICALLY, Nc� 3 11 +'+ UPLIFT JOIST TO BAND JOIST FACE NAIL ' d RETROFIT REBAR OD INSTALLATION: EMBEDMENT OF RODS OR REBAR DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL (EVERY OTHER COURSE), AND VERTICAL REINF. SHALL BE INCREASED AS NOTED ON 1/51.0. UNLESS NOTED OTHERWISE. LAP JOINT i WIND LOADING: CONNECTOR SYP SPF FASTENERS FL# CODE (4)GUN NAIL BE 1/4" LARGER THAN REBAR SIX AND '/,I" LARGER THAN THREADED ROD SIZE. (U.O.N.) REINFORCING SHALL BE A MINIMUM 0 6 y� 9� ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. (3)8d ANCHORING ADHESIVE i CONCRETE SLABS ON GRADE: •' STAT, o ° f+n N am '�' A35 450 450 12-8dx1/2" 10446.4 BLOCKING BETWEEN JOISTS OR EPDXY: RED HEAD EPCON G5. � '� . DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. RAFTERS TO TOP PLATE END NAIL SHALL BE INSTALLED OVER MINIMUM 16 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, ''. °• /C J .s o REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL H2.5T 600 520 5-8d EA. END 11478.3 (3)GUN NAIL REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. �,,, Off.•.� �R�OQ� •��a• �, BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF STRUCTURAL STEEL SHALL BE ASTM A992, GRADE 50. COMPACTED EARTH OR FILL WITH APpppROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. . . •• �s HS-1/2 620 530 5-10dx1'/z" EA. END 11470.3 8d @ 6"O.C. WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. �rrri, ss� LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. SAWCUTS: rrryrr OVAL MTS12 1000 860 7-10dx1'/2" EA. END 10456.3 RIM JOIST TO TOP PLATE TOENAIL FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 20'x20' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE BASIC WIND SPEED (ASCE 7-10 HTS20 1450 1245 24- ---------- 130 MPH (3)GUN NAIL @ 6"O.C. MASONRY SPECIRCAIlOdS 10dx1,/2" EA. END 13872.3 SAWCUTS THROUGH OUT SLAB AND 1HERE SHOWN ON FOUNDATION PLAN S1.0. CALL EOR FOR ALTERNATIVE METHODS. IMPORTANCE FACTOR ---------------- 1.00 ( )2 16d GENERAL: REVISIONS DATE MEAN ROOF HEIGHT ---------------- FACE NAIL 25.0 FT MSTA24 1765 1270 9-10d EA. END 13872.4 TOP PLATES, LAPS AND MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05 WOOD FRAMING SPECIFICATIONS: MSTA36 2050 1870 13-10d EA. END 13872.8 INTERSECTIONSGROUT SHALL BE IN ACCORDANCE WITH ASTM C476 WITH A MINIMUM OF 28 DAY COMPRESSIVE STRENGTH OF 2000 psi PER ASTM ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN CONTACT WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE-TREATED. PT ROOF PITCH -------------------- 6/12 (3)GUN NAIL @ 6'O.C. s LUMBER INDICATED IN SECTIONS PREr -- 9-10d EA. END PLACED AT AN ERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). IF HOWEVER, ACID OR II (3)Bd MORTAR SOHALLSCONFORM TO STMMALL HAVE A IMC270 AND TYPEGMEORTS.SIZE OF TYPE N MORTAR MAY BE USEDOIN 1BRIICK SLUMP. VENEER. PRESERVATIVE BORATE RES RVAALL IVE TRQATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA /,a EXPOSURE CATEGORY --------------- C CEILING JOISTS TO PLATE TOENAIL BUILDING CATEGORY -------------- MSTAM24 1465 1270 11473.19 5-'/4"x2-' TITENS CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. ID FASTENERS SHALL BE STAINLESS STEEL. ENCLOSURE CLASSIFICATION ------------ ENCLOSED MSTC66 5660 5660 38-16d EA. END 10852.11 (5)GUN NAIL CONCRETE WOOD TRUSSES: �nraFTF MASONRY UNITS (CMU): INTERNAL PRESSURE COEFFICIENT ---------- f .18 22-10d TO TRUSS (3)8d CMU SHALL BE IN ACCORDANCE WITH ASTM C90-75, HOLLOW LOAD-BEARING (CMU), TYPE 1, GRADE N-1, NORMAL WEIGHT, WITH A SHALL BEAR THE SEAL OF AN ENGINEER IN THE STATE WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC MGT 3965 3330 11470.7JOIST TO SILL OR HEADER TOE NAIL MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f'm=1500 psi). 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP 1-1/,"0 ROD TO FTG. DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL COMPONENTS & CLADDING ALLOWABLE PRESSURES (2)GUN NAILS GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS 14-SDS'/4x3" TO TRUSS/BEAM PROVIDE CLEANOUTS PER ACI 530.1-02 IN THE BOTTOM OF COURSE OF MASONRY WHEN THE WALL HEIGHT EXCEEDS 5'-0". TRUSSES SHALL HAVE TEMPORARY BRACING PER 'COMMENTARY' AND RECOMMENDATION FOR HANDLING, INSTALLING & BRACING METAL PHD5 4685 4380 10441.10 PLATE CONNECTED WOOD TRUSSES, IIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH TRIBUTARY INTERIOR EDGE STRIP (PSF): 1-5/5"0 ROD TO FTG. 2" SUB FLOOR TO BLIND OR TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. AREA (sf) ZONE (PSF) a = 4'-6" (2)16d FACE NAIL CLAY MASONRY BRICK JOIST OR GIRDER : FIELD ALTERATION ROOF 18-16d TO TRUSS/BEAM BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, HTT4 3480 3080 11496.2 OF COVERING SPECIFICATIONS: CONTRACTOR SHALL CONTACT LOU 10 +25.6 -27.7 +25.6 -34.2 1-5/,"0 ROD TO FTG. RESPECTFULLY. THE CONTRACTOR SHALL BE RESPONS;BLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. PONTIGO &ASSOCIATES PRIOR TO 32-16d TO TRUSS 16d @ 16"O.C. MAKING ANY STRUCTURAL FIELD BEAM SOLE PLATE TO TYPICAL ASPHALT BRINGS SHALL COMPLY WITH)ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. 50 +22.9 -25.0 +22.9 -28.8 HTT5 5250 4670 TRUSS/ 11496.2 JOIST OR BLOCKING ' 1-5/B"� ROD TO FTG. (3)GUN NAIL ® 8"O.C. FACE ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. CLAY AND TILE ROOFS SHALL BE )NST LLED MODIFICATIONS WHICH MAY VARY PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S FROM THE INTENT OF THE ORIGINAL 100 +21.8 -23.9 +21.8 -26.6 ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS REQUIREMENTS. CONSTRUCTION DOCUMENTS.ANY 20-SDS'/4x3" TO TRUSS/BEAM (2)16d STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR To HDQ8 8325 7210 11441.1 TOP PLATE TO STUD END NAIL THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL METAL FLASHING AND VALLEY MATERIALS. BEING APPROVED BY Lou PONTIGG& THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE 1-/8"0 ROD TO FTG. (3)GUN NAIL ADDITIONAL ENGINEERING OR WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE 6-10d TO HEADER ASSOCIATES MAY RESULT IN INSPECTION FEES. STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED LUS28 930 780 10655.113 GUARDRAILS AND HANDRAILS: 4-10d TO JOIST (4)8d SHALL BE DESIGNED PER 2006 INTERNATIONAL RESIDENTIAL CODE; TABLE R301.5. COMPLIANCE WITH THESE REQUIREMENTS IS THE COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH TOENAIL POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. HU410 905 785 10531.36 14-16d TO HEADER (4)GUN NAIL RESPONSIBILITY OF THE RAILING MANUFACTURER. STUD TO SOLE PLATE LINEAR INTERPOLATION IS PERMISSIBLE. 6-16d TO JOIST (2)16d � 0 i ABU44 2200 5/,"0 ROD w/ 12-16d 10849.6 END NAIL A B R EV IA T IO N S • PLUS = PRESSURE AND MINUS = SUCTION. ABU66 2300 5/5"0 ROD w/ 12-16d 10849.6 (3)GUN NAIL • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 TYPICAL FASTENERS ADJ - ADJACENT DIA - DIAMETER FDN - FOUNDATION HORIZ - HORIZONTAL OC - ON CENTER QT - QUICK TIE THRU - THROUGH Q DESIGNED FOR EDGE STRIP PRESSURES. 10-16d TO STUD/BEAM/POST BM - BEAM a EA - EACH FT - FOOT INFO - INFORMATION OSB - ORIENTED STRAND BOARD REINF - REINFORCE TYP - TYPICAL LTT20B 1675 1675 11496.3 3"x0.131"O = GUN NAILS 2"x0.113"O = RINK SHANK BOT - BOTTOM EE - EACH END FTG - FOOTING LBS - POUNDS PERP - PERPENDICULAR SF - SQUARE FOOT UON - UNLESS OTHERWISE NOTED 1-'/2"0 ROD TO FTG. 2"x0.113"O = 6d 2'/,"x0.131"O = 8d BRG - BEARING EOR - ENGINEER OF RECORD GA - GAUGE LL - LIVE LOAD PRE ENG - PRE;ENGINEERED SPF -SPRUCE PINE FUR VERT - VERTICAL \� • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE , CMU - CONCRETE MASONRY UNIT EQ - EQUAL HDR - HEADER LG - LONG PRE FAB - PRE FABRICATED SW - SHEAR WALL WWF - WELDED WIRE FABRIC 7 0 RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET LSTA12 805 695 .r 10-10d 13872.5 3"x0.148"O = 10d 3/2"x0.162"0 = 16d DBL - DOUBLE EXT - EXTERIOR HT - HEIGHT MANUF - MANUFACTURE PSF - POUNDS .PER SQUARE FOOT SYP - SOUTHERN YELLOW PINE THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. CS16 1705 1705 13-8d 10852.1 1'/2"x0.148"O = 10dx1'/2" 1'/2"x0.131"O = 8dx1'/2" DL - DEAD LOAD FDN - FOUNDATION HTS - HEIGHTS MONO - MONOLITHIC PSI - POUNDS PER SQUARE INCH TG - TONGUE & GROOVE ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7&", 24/16, APA RATED OSB OR x R PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK 2x SPF BLOCKING ;.� CONVENTIONAL CONVENTIONAL ` 0 ILMrSYSTEM STRAPPING IF FULL STRAPPING IF FULLw. g WOOD FLITCH BEAM: H10F OR H12F. '/Z° CDX PLYWOOD 2x4 OR 2x6 2X8 NAILS 0 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS RIPPED TO FIT - HEIGHT ANCHORING ( HEIGHT ANCHORING # 2x6 SYP#2 BLOCKING BETWEEN FLITCH. FASTEN w CONSTRUCTION ADHESIVE AND NAILED.DECREASE EDGE NAIL SPACING TO 4' O.C. WITHIN 4'-0" WITH GAP SHOWN I 9 # IUSED. SYSTEM IS NOT USED. 2x6 SYP 2 NAILER EA. TRUSS. FASTEN TO TOP 1 FASTENED TO TOP PLATE w 10d 0 4" O.C. (3) ROW OF 10d OF ROOF EDGE). ROOF SHEATHING 2x4x8'-0"I SPF 2 HORIZONTAL IS NOT I /��• 2 PLY BEAM. 3 PLY BEAM. 4 FLATWISE ® 48' O.C. FASTENED FLOOR SHEA s TILE - MIN. 15/32" 32/16, APA RATED PLYWOOD TO EACH TRUSS BOTTOM CHORD i jf IING, i PLATE w/ 10d 0 3" O.C. NAILS 0 8" O.C. ° Uj SHEATHING, NAILED w/ 0.113x2" RING SHANK 0 6" O.C. PRE-ENGINEERED WOOD SHEATHING MAY w/ 3-0.131x3 NAILS SEE SPECIFICATIONS ° STAGGERED _ (2) ROWS 16d (3) ROWS 16d ROOF TRUSSES. i E3ELOW 1 i COMMON WIRE a 4 COMMON WIRE a C4 EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE TERMINATE AT NAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE). UPLIFT CONNECTOR TOP OF DBL. TOP AT 12" O.C. AT 12" O.C. ° I EA. SIDE. _ EA. SIDE. 2x4 MEMBERS: PLATE. FLOOR TRUSSES -< I ° \ HEEL < ��-O�� OR JOIST. I `l_CONT. RIBBON (1) ROW OF 10d NAILS @ 6" O.C. L. q I I BOARD (TYP) PORCH SHEATHING, STAGGERED • V) DRYWALL CEILING AND ( i SEE SPECIFICATIONS 3 „ AT PART. ENCLOSED I BELOW /, WIDE MULTI-PLY LVL 2x6 MEMBERS: BUILDINGS,�BOTTOM --- --- I I PARALLAM (2) ROW OF 10d CHORD BRACING PER SEE LEFT HEADER & SUPPORT 4 PLY PSL BEAM, NAILS @ 4" O.C. TRUSS ENGINEERING. � � FOR INFO. CEILING LINE i FLOOR R JOIST. I (3) ROWS 5/8"0 PER PLAN. STAGGERED Uj POST, PER PLAN. BEAM. NOT SHOWN ,.. HEX HEAD THRU QUICK TIE i �A I I TN ANCHORING SYSTEM I WALL FRAMING I NU SO& WASHERS HEX AV NOTES: I I 1. TYP. CONNECTION AT STUD AT 24" O.C. COLUMNS, JACK-TO-KING V� PERMINANT SEE 2/S0.0 J WALL FRAMING PARALLEL PERPENDICULAR HEADER ASSEMBLIES, CORNER POST, ETC. TRUSS BRACING / TO WALL TO WALL END BY OTHER TYPICAL CONNECTION PARALLEL PERPENDICULAR (2) ROWS 5/9"0 HEX 2. SPECIFIED NAILING REQUIRED FOR U I EXTEND SHEATHING VERT. HEAD THRU BOLTS EVERY PLY IN ADDITION TO (2) PLYS TO TOP OF TRUSS AS SHOWN. w HEX NUTS & E CO PROVIDE 2x4 BLOCKING FLOOR SHEATHING SPECIFICATIONS PORCH SHEATHING SPECIFICATIONS: / '/z" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS 0 6" O.C. EDGE & FIELD WASHERS @ 24" O.C. o BLOCKING AT ALL WALL SHEATHING � AT HORIZONTAL JOINTS. 23/32" T&G OSB OR PLYWOOD'SHEATHING, GLUE AND s F_ SHEATHING JOINTS: SPECIFICATIONS: » NAIL WITH G COMMON ® 6" O.C. EDGE & FIELD 3/e" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELD 1 „ I 2x4 FLAT WISE. FASTEN MIN. 7/16", 24/16, HEEL > 1 -0 3 /2 WIDE MULTI-PLY PARALLAM BEAM T M I INTERIOR BEARING WALL EACH END WITH 2-10d STRUCTURAL 1 APA RATED + \ - ♦ Z SEE PLAN FOR STUD SIZE TOENAILS. ONLY REQUIRED OSB OR PLYWOOD 1 AT SHEATHING JOINTS FOR AND O.C. SPACING. SHEATHING, FASTENED w/ 8d EXTERIOR WALLS AND @ 6" O.C. EDGE AND 6" o.C. s 2 ROOF TRUSS CONNECTION 3 FLOOR TRUSS AT WALL FRAMING 4 PORCH SHEATHING CONNECTION 5 BUILT-UP MEMBER FASTENING SHEARWALLS FIELD. FOR WALLS w/ S0.0 S0.0 S0.0 S0.0 FLOOR SHEATHING: { STUCCO FINISH, INSTALL J „ 7/16" STRUCTURAL 1 APA 0 23/32 T&G OSB OR RATED SHEATHING (32/16 }� PLYWOOD SHEATHING, CONTINUOUS BLOCKING GLUE & NAIL w/ 10d SPAN RATING) w/ THE LONG _- DIMENSION PERPENDICULAR WITHIN FLOOR SYSTEM COMMON @ 6" O.C. TO THE WALL STUDS i' THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %-0 WHERE POST IS ABOVE. EDGE AND FIELD i A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO r-- TYPICAL TOP PLATE NAILING: \ _ THE FOUNDATION AND TO THE UPPERMOST PLATE. COUPLERS MAY r , I I FASTEN ALL TOP PLATES , BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. `..J v. TYPICAL LAP SPLICE: / TYPICAL STUD NAILING:0.131 x3" END NAILS: TYPICAL HEADER NAILING:0.131X3" TOE NAILS 8-16d OR 12 0.131"0x3" TOGETHER w/ (3) ROWS / RODS ARE TO BE INSTALLED AS INDICATED ON PLAN WITH A \ SHEATHING CONNECTION (2) 0 2x4, (3) 0 2x6, (4) 0 2x8. 2X6, 2x8 = (5) NAILS OF .131x3 0 12 O.C. STAGGARD. I AT PLATE MAXIMUM SPACING OF 6'-8". PROVIDE A 2"x2"xYa" WASHER FOR " F------ 9" LVL, 11" LVL, 2x10, 2x12 = (7) NAILS I \ RODS AND 3"x3"x Ya" WASHER FOR " RODS. FASTEN WITH A NUT I I F 6"MAX. 6"MAX. SYP#2 DBL• 14" LVLT , 14" LVL = (9) NAILS SYP#2 HEADER, 4'-0" MIN. I \\ / a AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED I I - TOP PLATE PER PLANS r, \ NUT. (TYPICAL) I FASTEN_ROOF TRUSS : , I I w/ UPuFT CONN. LONG STEEL COUPLER AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATE 4" DESIGN I -- J ENOUGH TO ENGAGESTUDS. ' 7 (2) ROWS d\ / (OPTIONAL, LOCATE LARGER THEN THE DIAMETER OF THE THREADED ROD USED. THE L---- -- �� i,<. 8d COMMON i THREADED ROD AS NEEDED) ROD SHALL BE INSTALLED APPROXIMATELY CENTERED WITHIN HOLE. IF NIGH SIDE OF WALL I < NAILS 0 6" O.C. CRITERIA SEE 3/SO.0 IS A SHEARWALL y > "3 TO TOP PLATE. --' RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 SEE 2 S0.0 ;� ' - - INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL / LVSTALL ADDITIONAL r ' INTERIOR BEARING FULL HT ANCHORS. ` (STAGGER NAILS FRAMING. THE NUT ABOVE THE UPPERMOST PLATE SHALL BE r . BETWEEN ROWS. SECURED OVER THE WASHER TO A SNUG-TIGHT CONDITION PLUS AND FORLSTUD SIZE PLAN WALL SHEATHING - A BLOCKING AT ALL '- ONE-HALF TURN OF STANDARD WRENCH (APPROXIMATELY 30 G AND O.C. SPACING. _'. -- --- ----- R.-Iba of TORQUE). DUE ro SHRINKAGE AND COMP RESSION OF ENERA SHEATHING JOINTS: WALL SHEATHING DROPPED HEAD �r /� \� ROD EMBEDMENT BUILDING; CONTRACTOR SHALL RE-TIGHTEN NUT TO 30 ft-1b& OF 2x4 FLAT WISE. FASTEN SPECIFICATIONS: IF HIGH SIDE OF IF HIGH SIDE OF WALL I. / \ MONOLITHIC: 6" TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO T EACH END WITH 2-10d MIN. '/1fi", 24/16, WALL IS �IS A SHEARWALL, INSTALL RouGH DROPPED HEAD MINIMUM FASTENER E.E INSULATION. FURTHER IT IS THE CONTRACTORs RESPONSI&uTY roNU ES TOENAILS. ONLY •. { / STEM WALL: 8" INSURE THAT THE ROD NUTS MAINTAIN THIS TIGHTENING AFTER STRUCTURAL 1 APA RATED (. .- SHEARWALL DBL. 2x BLOCKING IN OPENING OR SILL PLATES REQUIRED AT SHEATHING BLOCKING AT ALL OSB OR PLYWOOD < 4'-4" (1)2x4 SPF #2 (4)12d TOE NAILS :'d \ DRYWALL IS INSTALLED AND THE BUILDING IS READY FOR JOINTS FOR EXTERIOR SHEATHING JOINTS: FASTEN (2) FIRST (2) STUDS SPACES 1 OCCUPANCY. DO NOT SCALE DIMENSIONS FROM SHEATHING, FASTENED w/ 8d MSTA36 AT < 6'-4" (2)2x4 SPF #2 (1)A34 + (2)12d TOE NAILS FLOOR WALLS AND 2x4 FLAT WISE. FASTEN I THESE DRAWINGS.IFA DIM ENSIGN IS 0 6" O.C. EDGE AND 6" O.C. INSIDE FACE >; FRAMING SHEARWALLS EACH END WITH 2-10 # I I I I Lr'.' 8'-4' (3)2x4 SYP #2 (1)A34 + (6)12d TOE NAILS FULL HEIGHT ANCHORING ► I EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED AND UNCLEAR REFER To THE TOENAILS. ONLY REQUIRED FIELD. FOR WALLS w/ 4OF SHEARWALL { Lf ARCHITECTURAL DRAWINGS OR STUCCO FINISH, INSTALL OR. BEND AROUND 12'-D' (3)2x6 SYP #2 (2)A35 + (6)12d TOE NAILS SYSTEM, PER PLAN \ t EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURE 2" MIN. CONTACT THE E.O.R. AT SHEATHING JOINTS FOR ENDS AT JACK AND KING STUDS, \ l �ReAOED rFOUNDATION FROM CENTERLINE OF ROD TO EDGE OF SLAB) OF 2" FOR 2x4 EXTERIOR WALLS AND 7/16 STRUCTURAL 1 APA PER HEADER SCHEDULE \ / AN. ROD / \ I FRAMING AND 3" FOR 2x6 FRAMING. PROVIDE 6" OF EMBEDMENT SHEARWALLS RATED SHEATHING (32/16 NON-SHEARWALL. ROUGH OPENING PER PLAN TYPICAL SOLE PLATE NAILING: \ / RIfNG FOR MONOLITHIC CONCRETE AND 8" EMBEDMENT FOR STEMWALL, P L A N NAM E SPAN RATING) w/ THE LONG 0.131x3" TOE NAILS: t I I \\ W � CMU, AND ICF INSTALLATIONS. KOVACS RESIDENCE SEE DETAILS SEE DETAILS DIMENSION PERPENDICULAR PT. SYP#2 TO THE WALL STUDS SOLE PLATE (3) ® 2x4, (4) ® 2x6, (5) 0 2x8. ,i DESIGN/DRAWN/CHECKED ON S1.0 ON S1.0 t SILL PLATES ,� _ FULL HEIGHT) SECTION Cs / AOB/LAP I r-- -� F---- -� F--- I WALL SHEATHING TO SOL PLATE s I I RAISE '/4" FROM BOTTOM OF ' FOUNDATION, SEE PLAN " ' """"'"�u+y z I 09.19.2012 SOLE PLAN AND FASTEN w/8d ® FULL HEIGHT ANCHOR INSTALLATION CHART I I I 3" O.C. EQUALLY SPACED SOLE PLATE ANCHORS BETWEEN: '/2"O x 6" LG (MIN 31" EMBED.) 8" ' CON TROL N O. THREADED ROD ANCHOR BOLT /2 FROM SOLE FULL HT. TOP PLATE SILL PLATE CONCRETE' WASHER EMBEDMENT EDGE �+ ---J L-------- WINDOWS < 4'-4" - (1) ANCHOR MAX. MIN. PLATE BREAK ANCHOR HOLE HOLE ( HOLE SPEC. DEPTH DISTANCE ® � 3574 L--------� L----- DRILLED & EPDXY w/ 2"0 x >�" w WINDOWS < 8'-4" - (2) ANCHORS PLATE WASHER Q&FULL HT. 3/e" ROD 5/e"0 '/2"0 '/2 0 ) 2x2x'/5" 4" 8" 2" 3" a A O TRUSS I D . WINDOWS <12'-4" - (3) ANCHORS - U A .. ANCHOR /z."...ROD....._. 3/4 ............- 5/a_o'... _ s/5 0 3x3x4 6. .. 12 2 ......3" 280024 . ...._ p 5/s" ROD 1"0 3/4 0 3/4 0 3x3x'/4" 6" 12" 2" 3" ® Q LPA N O. { SINGLE STORY MULTY STORY 1. USE SPF#2 OR BETTER FOR ALL WALLS. MONO STEM MONO STEM �+ 04 1[_ BRYA-12-00431 2. ALL:WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF z OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. k, (� SH E ET 1 TYP. WALL SECTIONS a ,.TYPICAL WALL FRAMING 7 FULL HEIGHT THREADED ROD ANCHORING SYSTEM ` so.o`' so.o a SO .0 so.o a SHEET 1 OF IS L "" 8" x 8" BOND BEAM (6 w/ 1-#5 CONT. PROVIDE WALL FRAMING CORNER BARS TYPICAL \ TYPICAL WALL FRAMING 6 AND ANCHORAGE PER I \� (1)#4 MIN. CONTINUOUS, PROVIDE 7 BRICK VENEER IS CORNER BARS (TYPICAL) ` CONSTRUCTION SPECS. 1#4 CONTINUOUS, PROVIDE ACCEPTABLE WITHOUT ¢ ,\ MONO SLAB FOOTING AT PORCHES, CORNER BARS 3' EA. SIDE S1.O INCREASE OF FOOTING � WHEN SPECIFIED ON PLAN. �� OF RECESS. (TYPICAL) � - - - - - - - - � SIZE. N SLAB ON GRADE, 5/2 SLAB ON \ POST: 6x6 P.T. SYP#2 TOP OF FOOTING SEE PLAN. Loun Z - I I POST TO SLAB: ABU66 GARAGE sso cl a e n c. - Pon tl go and . GRADE A ates, I . 4 . ... � � Sd�S@ DETAIL SEE PLAN. „ f ,, -J - - - W/6-16d & (1)5/ ROD TO FTG i -k ' "` GRADE OR CONC. ;: f . ;' AT WALLS GREATER THEN = 3 3,t f 8 420 Osceola Avenue z a J 1 t f - - I SLAB, SEE PLAN.-\ " / BEAM TO POST: 4-0 HIGH, NOTIFY E.O.R. f..- {f 1 �k{s Jax. Beach,Florida 32250 _ f G;f :� __ _ _ ryI STEMWALL REINFORCEMENT ,k wtf ,' FOR TEMPORARY BRACING 0 o z_ a . _ 2 MSTA24 w/9-10d EACH END r - Ph. 242-0908 Fax.241-9557 BRICK VENEER, `� - _ 5.ff LAYOUT PLAN AND ALT. FOOTING AT SEE ARCH. -C � - - � �- I BEAM TO WALL FRAMING: I CMU REINFORCING k f _ o r f PERMANENT LATERAL FL:CA# 8344 SC:CA# 3579 \ iv 4 • ;j �--� 0 COURSES ,: SUPPORT DETAIL. BUILDERS DISCRETION. I F2.0 F2.0 F2.0 F2.0 I I ( SEE DETAIL 4/S1.1. wa CONTACT US WITH YOUR COMMENTS w w,f ~1 TO 6 #4 VERT. ® 48"O.C. 4 DOWEL TO MATCH TO 10 #4 VERT. 0 24"O.C. ff .` , `'''• WALL REINFORCING. (TYPICAL (4) PLACES) ,, # COMMENTS @ LP A.COM ,. 11 TO 12 #4 VERT. ® 8"O.C. = C ;_J 12" 1-STORY, w/(2)#4 CONT. I I CONT. CONCRETE FOOTING r q 1 rrrrrr„ 16' 2-STORY, w/(2)#5 CONT. I 8"d x 16'w 1-STORY w/(2)#5 CONT. �•. +' • r• °O `.`%\ • ./ STEMWALLS OVER 6 COURSES TO P 0 ,f -< HAVE TRUSS TYPE HORIZ. JOINT ---� I F O I F2.0 I •� � I EINF. BETWEEN EVERY OTHER � r• •• �y p.i 6" 6"x8" EXTENSION FOR BRICK 1 � I I 1 COURSE. FILL CELLS SOLID. I 10"d x 20"w I2-STORY, w/(3)#4 OR (2)#5 CONT. ``�,+'` �' •`•.• LEDGE ADD 1-#5 CONT. 1 SIMILAR AT FRONT AND I 1 �• c BRICK LEDGE DETAIL. S1.0 S1.0 M No 3/11 MONOLITHIC EDGE FOOTING 51.0 I i 2 I I I REAR PORCHES W/ONTR FRAME w r '✓ • S1.0 I WALL ABOVE. CONTRATOR ; I MAY OMIT CHAIR BLOCK & 5TA'YE FORM EDGE OF 4" SLAB. STEM WALL AND FOOTING '°�a'•., .•'k,�' � I F2.0 I � €I - - - - - mml DRILL & EPDXY 4 ® 18" C.0 & BEND DOWN INTO STAIR. I I 0 w _. .. DATE II _ CONC. STAIRS � ? ..-�€s:1 REV ISIONS / SECONDARY POUR i F2.5 F2SL I #40 18" C.0 DEEP SAWCUT / " \ DOWELS BEND .L_ ..................................--. 3/4" W 8 CMU STEMWALL w/ INTO STAIRS. I I LTT20B I SLAB ON GRADE, #5 VERT. HOOKED INTO ELASTOMERIC SEALANT AT SLAB FOOTING ® 40" C. 4 MIN. ? I I I SEE PLAN " BEND 2'-0" INTO SLAB I '`�,_� ... Cr.�" ✓`_ M � <:............ •.,� ..:....:......�.. Po (TIP) : GRADE I _� I li I )4� NOTES: SAWCUTS TO CREATE s APPROXIMATE 20' X 20' MAX SQ FIELD ALTERATION � 5-U � 12WHOURS OOF CONC. PLACEMENT. CONTRACTOR SHALL CONTACT LOU 2 WITHIN 4 E I PONTIGO&ASSOCIATES PRIOR TO TIP. FTG. EXTEND TIP. FTG ® 3 i ----14" ;,CONCRETE SLAB w/ ( I W MAKING ANY STRUCTURAL FIELD WIDTH, SEE STAIRS & PROVIDE S1•0 x ) MODIFICATIONS WHICH MAY VARY DETAIL 1/S1.0 #4® 18" C.0 E.W. 3 ,II� Q 3 FIBERMESH © 1._i LBS/CU.YD. g�g i _�y ! FROM THE INTENT OF THE ORIGINAL i. _ _ 3•� 3 ': 1 -'�� `�� / CONSTRUCTION DOCUMENTS ANY 'I I 6x6 W1.4xW1.4c�, =--� � O. , -1.�, r SAWCUT DETAIL h1.............� I- --I OF CONCRETE OF, `� �� FIELD ALTERNATIONS MADE PRIOR TO CONCRETE STAIRS ON GRADE I ;I ...L! ' 3 I BEING APPROVED BY LOU PONTIGO& ,WWF ON 6MIL VAPOR BARRIER I I S1.0 �C ASSOCIATES MAY RESULT IN 3 IN :PREPARED GRADE. ADDITIONAL ENGINEERING OR „g �--- INSPECTION FEES. _ I' C14 `d..........::..::... I � N - �y 'p 6"x6" P.T. SYP I ,�f 'i rh N PROVIDE 2-#4x4'-0" I I BRICK VENEER IS No.2 POST I I ice. CORNER CRACK BARS I WALL FRAMING ACCEPTABLE WITHOUT t-. ,•,. .: I I I INCREASE OF FOOTING U I j AT SLAB MID-DEPTH. I I SIZE. /POST IMPSON ABU66 Q STEP, SEE ARCH. PLAN. SQUARE CMU BASE (TYP) I ~�I I - SLAB ON PILASTER GRADE, 0 T CMU PILASTER USING PILASTER BLOCK 12"x12" CMU PIER L LE ` „F `, f SEE PLAN. (SEE ARCH. PLANS) .. .. ..... .............. S 1 12"x12" 2-#5 w/ 2-#5 VERTICAL I .. 3... .. 2s- r 6v 17th 6, 1. 17 OIL CONC. SLAB .. T $ r . (SEE ARCH. PLANS) I - ;-- - -' -- -- r , I `, - F2.5 ; - F2.5 F2.0 3" - I : � - -- � _ I I _ /( )# CONT. I L_ 8"x24" w 2 5 � w T...L ..a--.1 I-. w � I I 5 18 I..LJ LL STE�ALL I I g S 1 0 r, SEE 1 51.0 I, u u r rr t _ 3 -11 15'-11 3 -9 I ; . 6 MONO . FOOTING AT STEP-DOWN -, - - = z co� - - - 'a L-L.- "�y ��oPROVIDE SAW CUTS PER -6 '' - MATCH DOOR 31'4". CONCRETE 2/S1.0, BUILDER TO _ f - ' I WITH, SEE ARCH. RECESS m V FOOTING SEE PLAN '�++ _ m_ 4 COORDINATE WITH FINISH r- y I I I I r .. m_ _ SLAB , 1 6. GRADE, FLOOR MATERIAL. CM U PILASTER DETAIL I f r'/ �' i I - - - - - - �'. SEE PLAN. 1 I I � �� `�•0 � ..�.,II- - - - - - - - - � PAVING Uj :< U 1 -I \ I BY BUILDER S1.0 I F2.0 (_ Z_ - ............... .............. 12"x12" 1#5 CONT. ' I -.......-_...� r:..,....._:1 : : :;;;;;"_;:;:::.:_. ::_:: s� I I rr I I ........... E.J. DETAIL 4B 4 CONCRETE SLAB W/ MATERIAL (n FF_ I__I FIBERMESH @ 1.5 LBS/CU.YD. - r-------------------------- SLABON .... 6x6 W1.4xW1.4 Uj - OF CONCRETE OR 4 .. .............. SEE PLAN. WWF ON 6MIL VAPOR BARRIER 'I I ° I I IN PREPARED I GRADE. ``✓ ,y , `f, .. I f I F2.0 F2 Qf I I I I THICKENED EDGE 8"x8" o 6 w/ 1 #5 CONT. DETAIL 4A ��ii// - S1.d` - 1 S1.0 J 5 - 5f �I I - I - 0)/ TH ICKEN ED SLA B (� - - - -I - - ............ I I - - - I - - - - - 6 2 O ._I 3 I I I r I s1.o I I 3 l i I - I -'--1 3 WALL FRAMING S1.0 I PROVIDE SAIW CUTS PER I- I 2/S1.0, UILDER TO 2-#5 CONT, Q S 1 I I I I COORDINAT WITH FINISH SLAB ON 1.0 I 2 I I .I-- - - - - ................... FLOOR ATERIAL. z/ DE, • ?. I � r �� SEE PLAN S1 0 . 1�. .;c-- 1=4 ................................................. .......................... ...... ...--..........._.........................' �r d I 8"x20" w/(2)#5 CONT. = I IS I t ; - - - - - - -- .. - - - - - - - i AP .-...-J F3.0 1 F3.0 .... ... . _ ._...__ ... F3.0 F3.0 L_ ...-I S1 0 4B 4B FOUNDATION SYMBOLS LEGEND S1.0 S1.0 S1.0 : BEARING AT INTERIOR PLAN ----- DESIGNATES FOOTING LINE IEli + >L. .:.. .:. � POST: 6x6 P.T. SYP#2 DESIGNATES SAWCUT LINE F3.0 (- - -� 7 L-- � F3.0 POST TO PILASTER: ABU66 • v2"xs" EPDXY ANCHOR S1.0 W/6-16d & (1)5/8" ROD TO FTG INTERIOR LOAD BEARING WALL 12x12 CMU PILASTER (TYPICAL (4) PLACES) s, DESIGNATES SLAP RECESS : W/2#5 VERT. SEE 8/S1.0 DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IFA DIMENSION IS (TYPICAL (6) PLACES) UNCLEAR REFER TO THE FOUNDATION PLAN GARAGE FOUNDATION PLAN ARCHITECTURAL DRAWINGS GR CONTACT THE E.O.R. ____ BEAM OR TRUSS, SEE PLAN � SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" , yZ" A307 DIAMETER FULL HEIGHT ® THREADED ROD, SEE DETAIL 7/SO.O PLAN NAM E FOOTING SCHEDULE AND NOTES KOVACS RESIDENCE %- A307 DIAMETER FULL HEIGHT D ESI G N/D RAW N/CH ECKED ®5 THREADED ROD, SEE DETAIL 7/so.o y TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS / AOB/LAP F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. DATE X" A307 DIAMETER THREADED ROD F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. 09.19.2012 TERMINATES AT FIRST FLOOR TOP I F3.0 3'-0" 3'-0" 1'-0" 3-#5 EA. WAY BOT. c o N TR o L N o. PLATE, SEE DETAIL 7/SO.0 9 F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. 3574 A307 DIAMETER THREADED ROD (35 TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 7/50.0 F4.0 4'-0" 4'-0" 1'-0" 4-#5 EA. WAY BOT. T R U S S I D . F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. 280024 1 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE LPA N O. LSTA12 1z"' LONG LIGHT GAUGE STRAP FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, BRYA-12-00431 F�'�STEN TO TOP PLATE AND STUD STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR µIUM 5-10d COMMONS � REFERENCE ONLY. SH E ET 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. slo 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 2 OF 6 I LSTA12 ® 16" O.0 FULL HEIGHT ANCHOR . ..... i :°"' # ALWAYS PLAICE - - POST: 6x6 P.T. SYP 2DER A ATTACH GARAGE DOOR THRU ........................................................_............ `l{ BEAM TO POST: TOP OF ROUGH a UPRIGHT BUCK, EACH SIDE, INTO (2)MS w/9- EACH END M EACH JACK STUD. 8 6 8 8 i JAMB STUDS WITH %"0x3/2" LAG TA24 10d E H STA24 FLAT STRAP OPENING ____....._.:...._. .__..� ,_.._ -.___ .. SCREWS EVENLY SPACED ® 10" O.C. _ _ _ _ I BEAM TO WALL FRAMING: Lou Pon ti go an d (2)2x8 (2)2x8 (2)2x8 SEE DETAIL 3/S1.1. „ GARAGE WIND WALL Associates, Inc. ap (TYPICAL (7) PLACES) 3 —6 8' CURB/STEMWALL BELOW x (2)2x6 JACK STUDS '. N I I N 420 Osceola Avenue c I I (2)2x6 KING STUDS ADD SIMPSON PA51 STRAP WHEN GARAGE WING WALL SECTION Jax. Beach,Florida 32250 `r GARAGE WING WALL < 3'=6" Ph. 242-0908 Fax.241-9557 EMBEDDED IN CONC. FILLED STEM FL: CA# 8344 SC:CA# 3579 r ..I SIMPSON PA51 STRAP EMBEDDED IN WALL. FASTEN TO KIN GARAGE THICKENED SLABEDGE. FASTEN (3)2x STUD CORNER 18-16d NAILS. CONTACT US WITH YOUR COMMENTS TO JACKS w/ 18-16d NAILS. SEE 3/S1.1 i op 33/4 TO 5�/4" COMMENTS @ LP-A.COM SW NAILING: I I P.T. SOLE PLATE Sd®3"/6" OR BEAM CONN. THICKENED SLAB EDGE MON . . AT GARAGE OPENING. �00di+'+�a SW N FU a` ' " '� ` 16" MIN EMBED OF PA51 IN CONC. LL HEIGHT :........................................y: „- NAILING: . . ANCHORS AM 24 ALTERNATE FOR PA51 STRAP MST ( "/ "G' FILLED STEMWALL. (2) MSTAM24 FLAT STRAPS EACH SIDE OF = + L 8d®3 -`'�'� STEMWALL TO JACK STUDS FASTEN TO r ° (02x6-1/1 CC'N / �= ' (2)2x10-1/2 N STEMWALL w/ (5) 3/16" TITAN MASONRY s _ (2)2x10-1 2 THICKENED SLAB EDGE SCREWS AND TO STUDS w/ 9-10d - �-E,�� _ BM— ; „ ,., f. . COMMON WIRE NAILS. "'•p �� ST04 { — — — — — - --. -------' -99L 7_1 AT GARAGE OPENING. L _ _ _ J .�'�O� ♦°�oR'O w� c J i \ OPTION A: GARAGE WING—WALL < 3'-6" OPTION B: GARAGE WING—WALL < 3'-6" �'''�•,�s' °° 1 (2)2xs-1/1 C(2)2X10-1/2) ONAL E �` .....SPF#2--P© SEE 3/S1.1 GARAGE WING WALL ELEVATION NOTES BOTH ENDS OF I 00 ' I FOR BEAM ,CONN. 1. STEMWALL SHOWN, MONOLITHIC SLAB FOOTING SIMILAR. REVISIONS DATE BEAM-3 I ^ I N 2. IF GARAGE WIND WALL > S-6", OMIT PA51 STRAP 3. ALWAYS PLACE GARAGE HEADER AT TOP OF ROUGH OPENING. TYPICAL GARAGE HEADER/.ACK CONNECTION 3 I I ; POST O ' U4 . MATCH PO T 3 3 3 FROM ABOV 2 _�y ! u71 FIELD ALTERATION 3 3_ I 2x4 SYP#2 CATS AT 12" FLOOR OR CONTRACTOR &ASSOCIATES NPRIOR TO TACT U .- I- ROOF TRUSS. MAKING ANY STRUCTURAL FIELD O.C. FASTENED TO TOP ..............._` 3MO / FROM I TIHE INTENCATIONS T OF THE ORIGIHICH MAY NAL I PLATE w 4-0.131x3 f � 4 COMMON. FIELD NALTERNATIONSS MADE PRIOR TO S { BEING APPROVED BY LOU PONTIGO& £ f ... ...... . I (3)2x4 SPF#2'. POST I00 FASTEN CATS EACH ASSOCIATES MAY RESULT IN THIS END OF n " ADDITIONAL ENGINEERING OR .-� _ N :� END w/ 3-0.131x3 INSPECTION FEES. �. BE-AM-5 COMMON TOE NAILS X EXTERIOR WALL /3 x.4...._ PF#2 POST n. BM N. _. \ ) # 4_.. 4 .-_ SHEARWALL LL N f� HIS END OF I I VL HEADER (2) x '`k P # f OST I .I ; EN OF SHEARWALL ATTACHMENT J Q I° I (2)9 75x14:0 '11.9E LVL-2/2 i T - f { � N � 3 , 30iS6 L i I I N 3 £ SHE e!TH I PORCH I 1 ' 1 DBL. TOP HEADER, i i I 00 i S a PLATE SEE PLAN. N O2 81 1I i 04 POST TO �' $W N ,ICING: ' _MATCH POST oo FASTEN 3 ; P , - W FROM ABOVE. 00 I OF �.rf Sd® "/6" s-GUN NAILS-- ". . MATCH .::. .. ..:. . X I PER D AIL ,�-P,.O TOA, MIN. (2)2x4 ;# 2 1:1:�r�. M ATC i OST �. WOOD BELOW. FROM3 VE. ; ( ) & 1 A I I TO PORCH s HEADER. U) 2)2x10-1/2 OVE .... � �^� TYPICAL PORCH _........"SW' NAItfNG ... Lj :? FRAM IN N N BEAM r 3 WINDOWS (2)2x6 SYP#2 POST .5 ..............r 5 :::::.::......... ............---._Sd®3"/6" G/CO ECTION I � — ..� . ... � _' ................ .......... OSB WALL 211 N BOTH ENDS OF -� BEAM—6 SHEATHING. BM-6 £ 11 ,FA�`.�TEN JACK & SILL SEE 3/S1.1 (2)2x6-1 (2)2x6-1/1 T 5 I , FOR BEAM CONN. <, . ..�:--- f. r�... 5 :TO FOUNDATION EA. .... ....... IDE OF DOOR y SIMPSON SW NAILING: I PER 4/S1.1 /e 0 x 7" Q 5 �� J 8d®3"/6" _. TITEN HD ANCHOR m __.. AT DOOR SIDE .L.. Uj _ _ BM — OF JAMB INCLINDED y J T _ — — w I I 0' ANGLE CID FROM 3VERTICAL. co I Lo X :� � I ( (2)M-1/1) (2)2x6-1/1 I ........ SINAI ING 1 ' _ 8d®3 /6 SW NAILING: N (3)2x12-2/2 "/ " I GARAGE HEADER -- -r N _ _ — EE ... - - ..... ' � - - - - - . ........... ... .. O N N ,;.. I. 2 2x12 I F BEAM C .. N �...N —�— 1N —� ... N OR (2)2x12 -, 2.)2x12 ( ) �- Vl (n N (!1 (/� (/) L................................ J J _J J J J _J .... .......................... ..................... .............................. ' POST: 6x6 P.T. SYP#2 SLLABRETE BEAM TO POST: FOUNDATION - � (2)MSTA24 w/9-10d EACH END S NAILING: SW NAILING: ,AMB BASE DETAIL BEAM TO WALL FRAMING: d®3"/6" 8d®3„i IST FLOOR SEE DETAIL 3/S1.1. ,# FRAMING (TYPICAL (4) PLACES) > PLAN FIRST FLOOR FRAMING PLAN GARAGE FLOOR FRAMING PLAN SCALE: 1 4” = 1'-0" IDOSE DRAWINGS.IMA DIMENSION IS SCALE: 1/4" = 1'-0" / NOT SCALE FRAMING NOTES: FRAMING NOTES: UNCLEAR REFER W THE ARCHITECTURAL DRAWINGS OR 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 6/S0.0. 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 6/S0.0. CONTACT THE E.O.R. PLAN NAM E x KOVACS RESIDENCE D ESI G N/D RAW N/CH ECKED CS / AOB/LAP DATE 09.19.2012 y CON TROL N O. 3574 1 TRUSS I D . 280024 LPA N O. I BRYA-12-00431 SH EET sli SHEET 3 of 6 1 3 t F FRAMING TO UPLIFT OCONNECTOR 1 H2.5A @ 32" ON—CENTER 4 UPLIFT CONNNECTOR SEE SECOND STORY TRUSS PLAN TOP PLATE ELEV. [MIN :a Lou Pon ti go and Associates, I n c. SHEATH WALL DOWN TO WALL SHEATHING CONTINUOUS H2.5A TOP & BOT. FLOOR FRAMING THEN SET THRU LEDGER. 42 Jax. 0 0sach,FllaAvenue [OF CRIPPLE STUD _-- LOWER TRUSSES. Ph. 242-0908 Fax.241-9557 ori d a 322 50 MSTA24 STIR ® 32" O.C. FL:CA# 8344 SC:CA# 3579 SIDE OF HEADER , g WALL SHEATHING CONTACT US WITH YOUR COMMENTS \, 2x4 BLOCKING BETWEEN EA. -, 8d COMMON WIRE NAILS TRUSS. ATTACH AT EACH COMMENTS @ LP-A.COM TO BLOCKING (9 3" O.C. WALL STUD w/ 3-16 NAILS STUD TO LOWER FRAMIN AT EA. FRAMING INTERSECTION. MSTA48 OR CS16 STRAP � � ROOFS TRUSS (MIN. OF 6-16d BETWEEN .��''�� "�' : ��`• '-� � 48" ON—CENTER ., OR JOIST EACH TRUSS) •O c ee i I03311 KING STUD TO LOWER 9 O •o . S T OF "7 .• e• 2ND FLOOR ELEV. _ ...._........._-.___----------.-..--....-.__-._..._..................._..-...---............_---_.........._.._.....--- • `� •°�� Pee• V PERPENDICULAR TRUSS -•U., 11nNALE,` CONVENTIONAL STRAP WALL TO CONVENTIONAL STRAP WALL OVER I 3 ,` .. BEAM BELOW PER DETAIL 3/S1.2 HEADER BELOW PER DETAIL 4/S1.2 REV ISIONS DATE 1ST FLOOR TOP ! WALL AD,ACENT TO ROOF CONNECTION PLATE ELEV. �, 3 Ap�L (2)2x6-1/1 5 (2)2x6-1/1 (2)2x6-1/1 [H2.5A TOP & BOT. OF 2 UPLIFT CONNNECTOR SEE ..... � .. S1.2 CRIPPLE STUD �� ____. x TRUSS PLAN 04 ® 32" O.C. "m " FIELD ALTERATION THREADED ROD ('cv ;; 04 SEE PLAN FOR SIZE I \_ ` CONVENTIONAL STRAPPING OVER HEADER I ., _p ..� CONTRACTOR SHALL CONTACT LOU AND SPACING I PONTIGO&ASSOCIATES PRIOR TO W N p q MAKING ANY STRUCTURAL FIELD X j1 -'""Cj�--� $ ,TRUSS Al I — — — — — — — MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL N € CONSTRUCTION DOCUMENTS.ANY /.I # - SHEATH WALL DOWN TO WALL SHEATHING CONTINUOUS FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& (2)2x6 SPF#2 POST FLOOR FRAMING THEN SET THRU LEDGER. Ml _- �--- ADDITIONAL ENGINEERING OR § THIS END OF ASSOCIATES RESULT IN ----- --} '""""" "' -- INSPECTION FEES. TRUSS A5 LOWERTRUSSES. F 3 ; STUD WALL FRAMING .... 3 ; w 2x SOLID BLOCKING 8d COMMON WIRE NAILS AT SHEATHING EDGE r. TO BLOCKING © 3" O.C. 00 I I J d I x iZ�-rT -r-l� ;• a ! X t n S x 0 ROOF TRUSS L OR JOIST CONTINUOUS 2x6 SYP#2 ..._____________________________________ _____r. ............................... .......... LEDGER FASTEN WITH _.... ...:..... .. — .131x3" EA. STUD. . 5 0 LLI w ,.. ,....... '# C)(f) PARALLEL TRUSS04 0 t t ... .. ... ... .. ( \m • LjL Z ; W 00 WALL AD ACENT TO ROOF CONNECTION 04CION \✓f i ; { 33 FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP f .. ..._............ 3 C� ______________ __ I BOTH NDS ` PLATE TO HEADER WITH LSTA12 ® 32" O.C. # IN LIEU OF THE H2.5A STRAPS Si z TRUSS ROOF 3 ' NG FRAMI � Uj TRUSS A5 ; N SECOND STORY L TOP PLATE ELEV. ' U) mil- BM-1 N � LOP PLATE TO STUD --- # I? 1 H2.5A® 32" ON m � —� j �� SIMPSON H3 h II TOP & BOT OF £ (2)2x8-1/2 OVER `- 3 CRIPPLE STUD = z 3 WINDOWS MSTASIDESTRAP HEADER ® 32 O.C. `I ........ 5 5 O ,� I � - T T WE I fJ MSTA24 OR CS16 STRAP V j © 32" ON—CENTER - (2)2x8-1/2 (2)2x8-1/2 �r------, 2 MSTA24 OR CS16 � KING STUD TO LOWER ........ STRAP EACH END 2 MSTA24 OR U OF WALL SEGMENT CS16 STRAPS CONVENTIONAL STRAP WALL TO BEAM BELOW PER DETAIL 3 S1.2 (2)2x6-1/1 (2)2x6-1/1 / 2ND FLOOR ELEV. 2nd FLOOR S1.2 �.. WOOD BEAM FRAMING CONVENTIONAL STRAPPING SCHEDULE PLAN SYMBOLS LEGEND DESIGNATES SHEARWALL. THE HIDDEN LINE DESIGNATES SIDE OF WALL THE SW SHEARWALL SHEATHING TO BE APPLIED. NAILING: 8d ® 3/6 DESIGNATES 8d COMMONS 8d®3"/6" 3" O.C. EDGE & 6" O.G. "IN THE DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE FIELD" ARCHITECTURAL DRAWINGS OR - CONTACT THE E.O.R. DESIGNATES THE HEADER SIZE AND SECOND FLOOR FRAMING' PLAN(22x8-1/2 NUMBER OF HEADER SIZEPLYS& JACK/KINGS STUDS BER PLAN NAM E SCALE: 1/4" = 1'-0" KOVACS RESIDENCE BEAM OR TRUSS, SEE PLAN DESIGN/DRAWN/CHECKED A307 DIAMETER FULL HEIGHT CS / AOB/LAP ® THREADED ROD, SEE DETAIL 7/SO.0 DATE 09.19.2012 ®� A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 7/SO.0 CONTROL N O. 3574 TRUSS ID . A307 DIAMETER THREADED ROD ® TERMINATES AT FIRST FLOOR TOP ' PLATE, SEE DETAIL 7/SO.0 280024 LPA N O. " A307 DIAMETER THREADED ROD TERMINATES AT FIRST FLOOR TOP BRYA-12-00431 I, � PLATE, SEE DETAIL 7/SO.0 SH EET LSTA12 12" LONG LIGHT GAUGE STRAP FASTEN TO TOP PLATE AND STUD S12 WITH 5-10d COMMONS SHEET 4 of 6 SPLICE 2"x4" x 4'-6" P.T. SYP N0.2 EXPOSED RAFTER TAIL TO EACH ROOF 4 TRUSS ® 24" O.C. 50:0 2"x4" P . SYP No.2 BLOCKING/CLOSURE FASTEN .3• w/ 3-12d TOE NAILS. RIP f ; '10 DOWN TO REQUIRED DEPTH C.. i W ..E......... 3 _ ..--Is..._.._. Lou P o n t i g o and £ ..............::::::.. :::- i L ;' tj I - 12d COMMON WIRE NAILS 6" O.C. STAGGERED•? " . > 420 Osceola } r.., Jax. Beach,Flor da 32250 . #S0.0 . PRE-ENGINEERED Ph. 242-0908 Fax.241-9557 I j!=;t WOOD ROOF TRUSSES. F L. CA# 8344 SC.CA# 3579 1 I mac` 3 UPLIFT CONTACT US WITH YOUR COMMENTS CONNECTORCOMMENTS @ LP-A.COM 2 SO.0 , t'*3 _-}--.r,mf__ _ __....... ..............._ _ _..-_._.;, __ \ ^ �` D �, I TOP PLATE (2)2"x4" SYP No 2 SEE a . I. CH r .-.. I.i 2x6 SP /, EDGER AR `" . I, 4 ` _ II ................... L FASTEN / 5 12d ROOF RAFTER S' � (�pnJ ry , ;... .. :3 s : �� ; @ 32 0.C. - I I ;I A� 1. MINIMUM CONNECTION OF TRUSSES OR RAFTERS TO � ,.. r • ' ' BEARING WALS ARE 2 12d TOENAILS & 1 H2 5T U.O.N. - - RAFTER T DETAIL _ ` • • r,• • pF i v • i � s """"`"""`""`x'` I ALL TRUSS PLATES ARE ALPINE PLATES (` APPROVAL # 1999-3 ` REV I�'1©41�8u��"` DATE @RACING NOTES AND SPECIFICATIONS 11. ALL BRACING LUMBER SHOWN EXEPT FOR T-BRACE : f}--- - � . ; ALL BEAMS ARE BOISE VERSA-LAM 2.0 3100 SP 1.) ALL 55 C Y L € APPROVAL# FL2023.1 SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR 3 i _ _ 5» 6„ 4' ,� � .:,.. ......: -�=`�°-� � � • � �� BM 3 2 1.7 X 1 LVL 1 BETTER. (UON) ! BM-4 2-1.75" X 16" LVL 9' " 2. BRACING LUMBER SHALL INTERSECT THE WEB OF THE BM-5 2-1.75 X 16 LVL 23 ) -...., �3 _ _ BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. BM-6 2 1.75„ X 16LVL 9� E S 2-1.75 X 16 LVL 4 3 _ _ 1 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON FIELD ALTERATION I! d » » r I^ 2 1.75 X 16 LVL 14 BM 8 3 ....... .. ....3 ; ; I I G 1£ ppp S0.0 TRUSS MFR SHOP DRAWINGS THE CONTRACTOR SHALL CONTRACTOR SHALL CONTACT LOU i s E ,E # PONTIGO&ASSOCIATES PRIOR TO I PROVIDE 1x4 SYPjJ3 OR BETTER BOTTOM CHORD BRACING HANGERS ON JOB ARE AS FOLLOWS PERPENDICULAR TO TRUSS BOTTOM CHORDS AND MODKFICATIONS WH CHUM MAY VARY I UNLESS NOTED OTHERWISE ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT FCONSTRUCTON DOCUMENOM THE INTENT OF THE OTSIANYL ' - GABLE END WALLS PROVIDE DIAGONALS AT END WALLS BEING ALTERNATIONS SMADEPRIORTO BEING APPROVED BY LOU PONTIGO& APPLICATION PART # APPROVAL # PROVIDE DIAGONALS APPROXIMATELY 45% TO THE ASSOCIATES MAY RESULT IN ( ) ADDITIONAL ENGINEERING OR EACHINSPECTION FEES 1-PLY TRUSS HUS26 FL10655.94 ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN 2-PLY TRUSS HGUS282 FL11468.8 LINE OF BRACING TO FORM A ZIGZAG PATTERN ALL FLOOR TRUSS THA422 FL10447.22 CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS :1'�� .-- 2-PLY BEAM HGUS412 FL11468.10 REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO .W1w .: v r - FL11468.1ALONG 1 2 PLY BEAM HGUS48 BRACING PROVIDE WDIAGONALS NETHE OEND TSPACE HORD -- I HIP JACK + JACK THJA26 FL10444.4 BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM �. ' •»• I II EIE Y : CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. ......E .....E......' 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FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND PLAN NAM E KOVACS RESIDENCE UPLIFT CONNECTOR, SEE PLAN. SYMBOLS LEGEND DESIGN/DRAWN/CHECKED CS / AOB/LAP H2.5T DESIGNATES UPLIFT CONNECTION. DATE 09.19.2012 FRAMING PLAN NOTES: CON T R O L N O. 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE 3574 SHEET SO.0_ 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. TRU SS I D . (1)HA4 CONNECTOR. 280024 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/z" WIDE LUMBER, LPA N O. PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. 13RYA-12-00431 SH EET S13 SHEET 5 of 6 i BRACING NOTES AND SPECIFICATIONS 1.)ALL BRACING LUMBER SHOWN, EXEPT FOR T-BRACE SHALL BE 1x4 SYP#3 OR BETTER OR 2x4 SPF#2 OR BETTER. (UON) ..:. ..............._-..-_._. �_x ::.--......... .......... � .-.................. ----._................. 2. BRACING LUMBER SHALL INTERSECT THE WEB OF THE BRACED TRUSS, PER DELEGATED TRUSS ENGINEER. Lou P o n tYi g o and Associates, Inc. 3.)PERMANENT PERMANENT BRACING WHERE NOTED ON TRUSS MFR. SHOP DRAWINGS. THE CONTRACTOR SHALL 420 Osceola Avenue Jax. Beach,Florida 32250 PROVIDE 1x4 SYP#3 OR BETTER BOTTOM CHORD BRACING Ph. 242-0908 Fax.241 9557 i PERPENDICULAR TO TRUSS BOTTOM CHORDS AND FL:CA# 8344 SC:CA# 3579 ATTACHED TO EACH TRUS WITH 2-8d COMMON NAILS. AT CONTACT US WITH YOUR COMMENTS GABLE END WALLS PROVIDE DIAGONALS AT END WALLS COMMENTS @ LP-A.COM PROVIDE DIAGONALS (APPROXIMATELY 45%) TO THE ADJACENT EXTERIOR PERPENDICULAR WALL BETWEEN EACH „ �'` "'��►/„ LINE OF BRACING TO FORM A ZIGZAG PATTERN ALLi'j � )p{/, : CONSTRUCTED OF THE SAME BRACING MATERIAL. THIS 2 REQUIRMENT IS NOT NECESSARY AT HIP ROOFS. ALSO • S0.0 !' ALONG EXTERIOR WALLS PARALLEL TO BOTTOM CHORD ? N ......-.......,_- ._.___ _...__.__..____ ._..... ._..__ �____..._.......... BRACING PROVIDE DIAGONALS IN THE END SPACE x1- t z I BETWEEN THE WALL AND THE FIRST LINE OF BOTTOM I STATE OF s CHORD BRACING AT A MAXIMUM SPACING OF 20 FEET. RIV >'�p�••.fi ,.°Q �' -, i :! mm3 i ,�`. r •�u�.ra � O� _ AL .� :,. 9--�•� J G i i is ii , 00 71 -- --------- q :r E 4:. ° :1 i 3 � 3 € ` �............_._.....E:.:... •...................... i.....................................•`.: ......---..................:... ....�.., ....................... I (2)H2.5T .:�_...._.-...-_ __._....-.......... _ � I=s, ,n . . 2.5T �I I ' -, 2 H _................ � �.:.�„ � .. ......: ....................... ........ FIELD ALTERATION ' - 2 CONTRACTOR SHALL CONTACT LOU __ £ PONTIGO 8 ASSOCIATES PRIOR TO { 3 0.0 MAKING ANY STRUCTURAL FIELD 2 r -- MODIFICATIONS WHICH MAY VARY TENT OF THE ROOF RAFTER NOTES. FROM CONSTTERNON DO MA EN RORYL *� i 8 FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO& ..............:.................................................--......................-.::::..-.............._................................................... ........ _---.-....-....-.-..............................................................................------...__..........................................._....--------_-.........�.....�......._....__.. ._,._-;,.*._._>-*_.:.:.......: ... k. �.......-_...'.'._.........................._ ._......_..._.._.........._.._.__............-.._.__..-.....,..____.._.._........_..._....,..........._.._-..._.._--__..._..:...............-............. ASSOCIATES MAY RESULT IN 1. MINIMUM CONNECTION OF TRUSSES OR RAFTERS TO ADDITIONAL NON FEES. OR INSPE....:. ...... .. . _..._._.. ..............:......... /...................................................... BEARING WALS ARE 2-12d TOENAILS & 1-H2.5T U.O.N. p £ .q 2. ALL CONVENTIONAL HIPS, VALLEYS AND RIDGES ARE 2x8 U.O.N. 1,t ,' � ',t >�r a . €...;> ............:. ...........................................................................................:......................... ............. _ _ 3. STRAP HIPS TO BEARING WALL w/2-MTS12 STRAPS - ------------- -------- - ------ - .�>.1 ` I r ` i `-.............. W�€ I € „s. �s..�f�T� �� ''•,l / p Ems.-•.,}�~ �3 17 3 � .. ...°.:.�., ,...,. � i E J - _.._ a € I E ALPINE PLATES :......... .. . . i ...... I._. ;..... ... : ........�........... (2)H2.5T .., 2)H2.5T APPROVAL # 1999-3 R w....... A HANGERS' ON JOB ARE AS FOLLOWS 2)H2.5T 2)H2.5T UNLESS NOTED OTHERWISE Q� O ^2 ( �` I f w J r -r ,` S0.0 w ......... ...�. ...::::..:..: :::::: : .'.:..... ' _ ......................,: ..._.... _ _. . _.._.._ ..; ..._....__... APPLICATION PART APPROVAL # _........... .._, _.-.... - _.__... I 2)H ST # w 3 HGUS48 \ - - 1-PLY TRUSS HUS26 FL10655.94 .. -N---........ . _...._................... .. .. __..__;_A,--_.-. __... _ ... .................. :...__:..__. . . ....... :.:...........: .-....:::-I=....... ......... ......... w (2)H2.5T ... .......... .... ...............i.............. ;........... ....-. . ...`.... i r........ .................................. ::. ................... . �� 2)H2.5T 2-PLY TRUSS HGUS282 FL11468.8 s - 2-PLY BEAM HGUS48 FL11468.11 Ab 2 MTS1 a <_ _� Y ; : - 2)MTS12 L �/'� wu. . € I ALL BEAMS ARE BOISE VERSA-LAM 2.0 3100 SP �? V U _,: .. _-- � APPROVAL# FL2023.1 .. 1 �' E-.-........................ i \ ..'\ a_. .............. _ ISI 1 BM-1 2-1.75" X 11.88" LVL 12' C5 LL. rl i f�1 ' ` 1 BM-2 2-1.75" X 11.88" LVL 8' \ ; ij . ............ . 1 v . .. ......................... ...................... ............ ......... ........................................ .: V .. - ................ ..___. __.__ .........-.. ._ _--. I .................. i �\ ...............Q tZ I Q� TSS __..:.................... _ _.... ........................ .............................. . .........................._... :. .. �......._....-.. .._. . _ T co x t A` 4 Y / ,I 3 t o p rte; �,R�,; ,,� � •� i � Cn a i 2x6 YP 2 0 24" O.C. \! .........:... q ... ' # 4 is I 2 I S0.0 `E -{ ............................... ......_....................... .._........._..............................._.....................................-...._.--...._,...,,.... ROOF TRUSS _j PLACEMENT PLAN ROOF TRUSS PLACEMENT PLAN .� DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR ITEC T RA THE E.O.R.E SCALE: 1/4"=V-0" ARCHITECTURAL DRAWINGS OR CO NN OTE: a 1. FASTEN ROOF TRUSS TO TOP PLATE w/ 2-12d TOENAILS AND PLAN NAM E KOVACS RESIDENCE UPLIFT CONNECTOR, SEE PLAN. SYM BOLS LEGEND DESIGN/DRAWN/CHECKED 1 CS / AOB/LAP H2.5T DESIGNATES UPLIFT CONNECTION. DATE 09.19.2012 i FRAMING PLAN NOTES: CON T R O L N O. 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE 3574 SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. TRUSS I D . (1)HA4 CONNECTOR. 280024 i 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET SO.0. 4. WHEN USING (2)H2.5T CLIPS ON 1'/2" WIDE LUMBER, LPA N 0. PLACE CLIPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. BRYA-12-00431 SH EET S14 SHEET 6 of 6 r 0 KOVACS, RESIDENCE ON (D0 OMS U rN 4TH STREET D _j o �✓ > � Z�_o ATLANTIC BEACH , FL 32233W Q z �, uo c O �o z z � "t - ¢ 0 U-) W-4 F 'T' 1- . O r� D rn U DRAWING NOTES: U v) N . 1. DO NOT SCALE THE DRAWINGS, FOR INFORMATION. o o ALL EXTERIOR WALLS ARE 2x6. 0 3. ALL INTERIOR WALLS ARE 2x4 EXCEPT AS NOTED. , \Ois 1 4. ALL WALL THICKNESSES ARE ACTUAL 2x4=3-1/2",2x6 = 5-1/2", 2x8=7-1/4", ETC. v, 5 �� \ 5. THE SIZE AND QUANTITY OF ALL EXTERIOR STEPS ARE TO BE FIELD DETERMINED BY OTHERS. 6. ALL PLATE AND CEILING HEIGHTS ARE TAKEN FROM (TOP OF) HOUSE SLAB/BLOCK. 7. ALL ANGLES ARE 45° UNLESS OTHERWISE NOTED. 8. NOTED DIMENSIONS TAKE PRECEDENCE OVER SCALED DIMENSIONS. 9. ALL WOOD IN CONTACT WITH MASONRY, CONCRETE OR EARTH SHALL BE will PRESSURE TREATED APPROPRIATELY FOR THE CONDITION. ----- 10. �H= HAZARDOUS GLASS LOCATIONS. -'-------- �� 11. VERIFY THE KITCHEN AND VANITY LAYOUTS WITH THE DETAILS DONE BY OTHERS. i -- GENERAL NOTES: A 1. IT IS INTENDED THAT THESE DRAWINGS ARE PREPARED FOR BUILDINGS THAT N - A WILL CONFORM TO THE 2007 FLORIDA BUILDING CODE, RESIDENTIAL. N - -- _ — 2. THE MAXIMUM ALLOWABLE NUMBER OF STORIES AND HEIOHT PER LOCALUJ (Y� -- _ 20NING ORDINANCES AND PER THE 2007 FLORIDA OUILDING CODE, �.�. RESIDENTIAL,ARE AS FOLLOWS: - — A. MAX. NO.OF STORIES = (3) 0 LL W _. — B. MAX. HEIGHT=35' FROM GRADE _ I - 3. THE BUILDING CONTRACTOR IS RESPONSIBLE FOR COMPLIANCE TO THE "�'� ui CODE REGUARDLESS OF ANY MISSING OR INCOMPLETE DETAILS OR NOTES. T.. \\ _ 4 THE BUILDING CONTRACTOR AND HIS SUBCONTRACTORS SHALL CONFORM U) TO ANY LOCAL ORDINANCES AND SHALL VERIFY ALL DIMENSIONS, MATERIALS, U _ -' AND CONDITIONS AND SHALL NOTIFY THE ARCHITECT OF ANY DISCREPANCIES 7-; PRIOR TO PROCEEDING WITH HIS WORK. Q THE ELECTRICAL FLOOR PLAN IS INTENDED TO ONLY SUGOEST LOCATIONS = W .FOR FIXTURES, OUTLETS,AND SWITCHES.ELECTRICAL, MECHANICAL, PLUMBING,AND OTHER BUILDING SYSTEMS, IF ANY,ARE TO BE DESIGNED, ' - --- ENGINEERED AND ARE THE SOLE RESPONSIBILITY OF OTHERS, _ - 6. ALL INTERIOR AND EXTERIOR FLOOR& STEP FINISHES SHALL HAVE A NON-SLIP FINISH TO MEET ASTM C1028 STATIC COEFFICIENT OF FRICTION MIN, OF 0A, .,.� BUILDING CODE NOTES: Z — TYRE VI UNPROTECTED § -OCCUPANCY CLASS-GROUP R-3 ..J :. R311.4.3 LANDINGS AT DOORS THEFE SHALL BE A FLOOR OR LANDING ON EACH SIDE OF EACH EXTERIOR — — DOOR. ON EXCEPTION:-WHERE'A STAIRWAY OF TWO OR FEWER RISERS IS LOCATED THE EXTERIOR SIDE OF A DOOR, OTHER THAN THE REQUIRED EXIT DOOR,A LANDING IS NOT REQUIRED FOR THE EXTERIOR SIDE OF THE J _ — DOOR. LANDING AT THE EXIT DOOR REQUIRED BY SECTION - R3114.1 SHALL NOT BE MORE THAN 1.5 INCHES (38 MM) LOWER THAN a — THE TOP OF THE THRESHOLD THE FLOOR OR LANDINGS AT EXTERIOR DOORS OTHER THAN THE EXIT DOOR REQUIRED BY SECTION 8311.4.1 SHALL NOT BE REQUIRED TO COMPLY ---- WITH THIS REQUIREMENT BUT SL HAVE A RISE NO GREATER THAN HALDRAWING DATE THAT PERMITTED IN SECTION R311.5.3. O PRELIMINARY 07/23/10 SECTION R311.5.3 ❑BID 08/06/12 Igg EXCEPTION: THE LANDING AT AN EXTERIOR DOORWAY SHALL NOT BE0 PERMIT 08/13/12 ^�-- '- MORE THAN 7-3/4 INCHES(196 MM) BELOW THE TOP OF THE El CONSTRUCTION - - THRESHOLD, PROVIDED THE DOOR, OTHER THAN AN EXTERIOR STORM OR —�� SCREEN DOOR DOES NOT SWING OVER THE LANDING. TME WIDTH OF EACH LANDING SHALL NOT BE LESS THAN THE DOOR SERVED. EVERY LANDING SHALL HAVE A MINIMUM DIMENSION OF 36 REVISIONS INCHES (914 MM) MEASURED IN THE DIRECTION OF TRAVEL, 8311.4.4 TYPE OF LOCK OR LATCH ALL EGRESS DOORS SHALL BE READILY OPENABLE FROM THE SIDE FROM - --- �. WHICH EGRESS IS TO BE MADE WITHOUT THE USE OF A KEY OR SPECIAL - KNOWLEDGE OR EFFORT. '311�.5.6HANDRAILS HANDRAILS SHALL BE PROVIDED ON AT LEASE ONE SIDE OF EACH Op"llllll�` E NA 'CONTINUOUS RUN OF TREADS OR FLIGHT WITH FOUR OR MORE RISERS. ARCHITECTURAL INDEX I ' .OpW !R31i.5.6.1 HEIGHT T1 TITLE SHEET co HANDRAIL HEIGHT MEASURED VERTICALLY FROM THE SLOPED PLANE c`nv E (ADJOINING THE TREAD NOSING, OR FINISH SURFACE OF RAMP SLOPE, ^' a r; Z R y Sl SITE PLAC _11 IE C T U iSHALL BE NOT LESS THAN 34 INCHES (864 MM)AND NOT MORE THAN 38 - w Al FLOOR PLANS (INCHES (965 MM). � r w A2 FRONT AND REAR"ELEVATIONS R311.5.6.2 CONTINUITY Q A3 LEFT AND RIGHT SIDE ELEVATIONS { "� !HANDRAILS FOR STAIRWAYS SHALL BE CONTINUOUS FOR THE FULL 1. ,'LENGHT OF THE FLIGHT, FROM A POINT DIRECTLY ABOVE THE TOP RISER A4 FOUNDATION PLANS AND ROOF PLANS , 301 , f JACKSONVILLE , L 10F THE FLIGHT TO A POINT DIRECTLY ABOVE LOWEST RISER OF THE 5 0 ! FLIGHT. HANDRAIL ENDS SHALL BE RETURNED OR SHALL TERMINATE IN A5 SECTIONS AND DETAILS904 - 223 . 75544 r r NEWEL POSTS OR SAFETY TERMINALS. HANDRAILS ADJACENT TOA s El FIRST FLOOR ELECTRICAL PLAN P • / 0 4 2 2 3 • 7 55 4 `�" F • 904 2 2 3 • 70 5 4 rt WALL SHALL HAVE A SPACE OF NOT LESS THAN 1.1/2 INCHES (38 MM) _BETWEEN THE WALL AND THE HANDRAILS. EXCEPTIONS: f W W W C 0 T E R. E A R D C 0 M - 1. HANDRAILS SHALL BE PERMITTED TO BE INTERRUPTED BY A A A 2 6 0 0 1 6 6 8 NEWEL POST AT THE TURN. I � � 2. THE USE OF AVOLUTE, TURNOUT, STARTING EASING ORta � STARTING NEWEL SHALL BE ALLOWED OVER THE LOWEST TR R311.5.6.3 HANDRAIL GRIP SIZE N 1 TYPE 1 HAND RAILS WITH CIRCULAR CROSS SECTIONS SHALL HAVE AN 1 OUTSIDE DIAMETER OF AT LEAST 1-1/4 INCHES (32 MM)AND NOT x �� PROJECT NUMBER GREATER THAN 2 INCHES (51 MM). IF THE HANDRAIL IS NOT CIRCULAR ITi U Z S CONTRACTORSHALL HAVE A AND NOT GREA RIITHAN 6-11/4 INCHES (ETER DIMENSION(1160 MM)WITH A MAXIAT LEAST 4 MUM 102 MM) "� O E \ CROSS SECTION OF DIMENSION OF 2-1/4 INCHES (57 MM). ® M E Zq1 0.0119 ATTACHMENTS NOT INCLUDED E2. TYPE II HANDRAILS WITH A PERIMETER GREATER THAN 6-1/4 INCHES A O #1 LEGAL SURVEY CUSTOM HOMES BY BRYAN LEN DRY (160 MM) SHALL RECESS SHALL BEGIN WITH A DISTANCE OF 3/4 INCH t v (19 MM) MEASURED VERTICALLY FROM THE TALLEST PORTION OF THE ® o SHEET TITLE #2 TRUSS ENGINEERING 4745 SUTTON PARK COURT, STE 501 PROFILE AND ACHIEVE A DEPTH OF AT LEAST 5/16 INCH (8 MM)WITHIN wTITLE SHEET #3 FLORIDA ENERGY SHEETS JACKSONVILLE, FL 32224 7/8 INCH(22 MM) BELOW THE WIDEST PORTION OF THE PROFILE. THIS REQUIRED DEPTH SHALL CONTINUE FOR AT LEAST 3/8 INCH(10 MM)TOA 4 n.' #4 STRUCTURAL ENGINEERING LEVEL THAT IS NOT LESS THAN 1-3/4 INCHES (45 MM) BELOW THE G� rn P. 904.992.2100 TALLEST PORTION OF THE PROFILE. THE MINIMUM WIDTH OF THE (�W HANDRAIL ABOVE THE RECESS SHALL BE 1-1/4 INCHES(32 MM)TO A >i MAXIMUM OF 2-3/4 INCHES(70 MM). EDGES SHALL HAVE A MINIMUM i W a SHEET NUMBER N RADIUS OF 0.01 INCHES (0.25 MM). 5 T1 0 4 ,( S 89°42'28"E _ — S-89°42'28"E — — — — — 49.96' — — — — I — — 49.96' — — — — _ I 5' DETACHED GARAGE SETBACK 5' DETACHED GARAGE SETBACK `f d" CD 0 I I r , ",,'' b I M 1 I O rn U � I I � � � I I I I I 411�/ I00c 5'- 11/2' ( ) 0 Q Z .� O o ' e Uf' a O rn 4) CD ca e b a e• a ° a c7 . e a n e ° W W W _ - W Yr Y I W tll U Y W UL. Q U of C7 Q s U o m_ Q o co m Q o60 r _ m °? T F- m a? W t- o W W W o rn �l� ITU) �I o r O 0: �- �I o F olo d =p of OIooI M p Z o d W' p Z O{� U r Q i C) r Q r > o Q, W - > Cii - < I,r Lou �� W I 1. p LU 0 Z W C] __ Z N z -- , fn If p _ UJ cy) LJJ LL ui c V s � k k U �- _ _ Q z A. _ I z�f, i 11 III I f , - - __ - - s _�•�- ._ __::. I � 'I �II �I;'I!I III I i DRAWING DATE I_ — _I _ I I I s I . °1 I ❑PRELIMINARY 07/23/10 El BID 08/06/12 rPERMIT 08/13/12 1- _ I I u q 1 i ❑CONSTRUCTION - I REVISIONS 11T. tAtIgnij aeach p�P�aijn grand'•Zoning',Deparvertment compliance with applicable !I'I 'zohingPrsubd vies onfies another local land development regulations bufidoesnot constitute — royal for the issuance of.permits- .Compliance app I state, Federal•permitting rp,', icable loca, ature of the•City ofements p o with Florida Belittling Code and all other appAtlantic ccr _ I must be verified,by sign N '"Beach,Building'Officiat prior to issuance of a z l 6-2 1/4" Building Permit. W QQ' f � - gPProved By: .. a k W EFT =Date: _ I ( I I FT I I I - - o T r— ' 20 FRONTYARD SETBACK — — 20' FRONTYARD SETBACK Z I I I I N I — LOT COVERAGE CALCULATIONS t C ` °o w ( LOT 7,501 S.F. 100 °fo C { I12 I _ I I I I (POOL EEQUIPIOS, DECKS, I I I i I I I I I PROJECT NUMBER PERVIOUS 5,175 S.F. 69% 1 0.0119 GREEN SPACE PAVER DRIVE I � I PAVER WALK) N89°42'28"E+ — :, N 89°42'28"E — ,t SHEET TITLE 49.96 49.x6 SITE PLAN 4THSTREET 4TH STREET a LL - ( 2 1 AREAL PLAN SITE PLAN SHEET NUMBER 1/8" = 1'-0" k, S1 M r °d II I 30'-o° DOOR SCHEDULE( DOOR NO. TYPE _ FINISH COMMENTS 1 ,1'-4" 13'- 11 1/2" 16'-0 1/2" I I 001 7'-0"x 16'-0" GARAGE DOOR - 10'-9 1/4" T-2 1/4" 2'- 1" 4` -2 3/4" 2'- 11 3/4" 2'- 11 3/4" T-9 1/4" 002 2'-8"x 6-8" 100 T-0"x 8'-0" I 101 T-0"x 8'-0" 105 72"x 84" 106 „ 2'-8"x 8'-0" A2 I 107 2'-6"x 6-8" 108 2'-8"x 8'-011 \0' 2'-6"x V-0"DN I 200 2'-8"x 6'-811r`l v,N_ 201 2'-8"x 6'-8" Z) ryO Elm ® 202 ;(2) 1'-6"x 6'-8" AO M U rn 203 1 2'-8"x 6'-8" `�' u.- r.v204 2'-6"x 6'-8" O205 2'-8rrx61_p11 ^,206 2'-4"x 6'-8"_ I 208 .(2)2'-6"x 6'-8" Zu 00 Z 209 2'-6"x 6'-811 z w 13'-9 1/2" - -- s 16'-2 1/2" B CK PO CH J - -- 210 <§ 21.61.x 61_pn 9'-7" 4'-21/211 31.41 I = 9' - 111 Y-91/2 �. O �o 211 21-411 x6-8" 11 Z d" J,¢ 21-0" V-911 1' -9rr _- -- _ - _._ I I 212 {2) 1 3 x 6 8 O U Q H Q� O - I � NU ABOVE -- - - �� WINDOW SCHEDULE ABOVE ABOVE _ - = 7'- 11 1/2"W— H H H F - - L- - _ _ C C C N E- - _- '. r o � �, 0 0 1 HEAD SILL s - I o PANTRY BUILT-IN 101 O O o I - WINDOW SIZE HEIGHT HEIGHT COUNT COMMENTS - j - L WOOD BREAKFAST A g'-8"x 6'-0" 81-011 2 -0 8 BENCH N _ v PAINT ( B V-6"x 6'-0" 8'-0" 2'-0" 2 s r _ I coIG �;� 1 ih I7d 106 ' �;� D 3'-6"x 5'-6" 8'-0" 21-6" 1 v ( I 1 'r' t' ( 1 F 2'-8"x 4'-6" 61-8" 2'-2" 3 r- N .. L _ in H 42" HALF WALL G 2'-0"x 4'-0" 7 71-3" 6'-6 1/2" 16'-2 1/2" O `� H 1'-6"x 1'-6" 9 i I 2,.0„ J 2'-0"x 2'-0" 2'-3" 3" 3 M TERBATHROOM I fi I K z'-$"x 5'-0° 71-211 2'-2° 4 1 ' w — T :. L 3'-0"x 4'-6" 6'_811 21-211 2 Uj iv iD TILE PAINT - 1 - GREAT I �0 G MASTER _ o °° ROOM w S - C'7 O r c- r i -VIM WIMIN O Cr211 ) ! _ `� WOOD O I GENERAL WINDOW NOTES (� A. 210- BEDROOM 0 1 a co Z- PAINT - ¢ WOOD I _ ¢�' C7 I ( 1. GENERAL CONTRACTOR TO VERIFY AT LEAST ONE(1) BEDROOM WINDOW MEETS N o N VESTIBULE z PAINT O-i SECTION R310 EMERGENCY ESCAPE AND RESCUE OPENINGS OF THE FLORIDA BUILDING LU C� N 212 WOOD W z I I ~ CODE, PRIOR TO ORDERING AND ROUC3H OPENING FRAMING. EO ~ PAINT Q 4'M� in 5SLL UOI I I I 0 1 I a C:1-4 o o I .� LLQ UN .. d' °x N 1 - - - - - - - I F r L.L 1'-4" _ _ N 6 -4 3 3 4 2 1/2 I. 16'-2 1/2" o 0o I o o - l J - w i v : f I � MASTER i {1 - � 9 � r�r-orr � `° f Ir 9 30 P.D. I I �1 1 � I J N T .; 2'-0" 1 1 Zo CLOSE _ t AccEss ih G KITCHEN M :. I W 2'.9 1/2" WOOD - I� - �I I r i � - WOOD WALL UNDER STAIR, UP TO TAIR THREAD -PAINT 7 01f2 3 111/2 r PAINT - ci -- d ,t u p r — — V M xls,xv.xcxsaua; Yw,yx, ,rrut'; �m.., .r:...:. r, . ts+rv.z .. susXx*s'dmrx.„... ✓€ : 1 N ,.- I .. N `�' I UIP -- ! i Ic ("� HVAC_ 9 9 - ° O - I i I I O T —I— I 9'- 1® 1/2” 1141_ co O„ r I � cD d r m ABOVE � 1 ,,i,�,,,, ; i I..� WOOD i - ' I ' I H cv - - - N THREAD STAIR a, CO N ' �- `�. , o f i 'N =-=L_' =--1---J -- -: I ----------- BEAM --- - --- I . ATHROOM 2 ---; -- M O _ � I BEAM OVERHEAD is ILE C Z 3 - 111/2 ! w -- � ! T D,N `� A i iy I ! i o t- 6 3/411 9' 0 1/4" U'p i4r O 3' 11 1/411 I -'31' i 2'-0 3/411 io 3'-3 1/2" v 01 ABOVE , , ,r. _ ,R. n ,,, : -205-- _ _ i l p o �! _ F - �! ! C OSET I w 21 I N t f MEWING a I ; cV ooD I Q w I I . MACHINE ABOVE DINING o; B THR M N I C.. I I n I ` - SITTING 4 -3 91_7u 1 O i H - g TILE T I , PAIN I - � H . 1 1 - ROOM FOYER I ! C I O R 0 E it � � o ' ROOM' I 203- WOOD (p WOOD I j WOOD �� RAI ABOVE ( r- - ,. Q Ir n PAINT 2 0 LAUNDRY `;' PAINT . I; PAINT 11 10 1/2 in H 7 2 p; Q TILE ° " DRAWING DATE t0 1 n � l ; I �! 1 I - PAINT H o I I t I ! �! ABOVE o — -_ -_ ❑PRELIMINARY 07/23/40 ABOVE N = N ❑BID 0$/06112 W D I OPENING _ _ _CLOSET - -°0 I N I ■PERMIT 08/13/12 f CASED', f ' - - - WDUD - r - f i ;j - PAINT N I ❑CONSTRUCTION 2 2 `: BUILT-IN � 1 A5 - - O O N I WINDOW BENCH 4'-0 1/2" 5'-6 1/2" cv t c' REVISIONS BEDR OM 2 G I O ( I: z t 1 ; a WO D 4 N - ; ; BEDROOM 1 N PAI T BEDROOM � wooD x WOOD :- a PAINTOW Aft li; W .. - 4 FRONT - o k, I PORCH -- z I w ry m C r I ¢ City of Atlantic Beach Department _ . w � i Planning and Zoning Depart � — -¢i K K I I #' This approval verifies compliance with applicable - - ( zoning, subdivision and other local land r-- development regulations, but does not constitute 3royal for the issuance of permits. Compliance O DIA , ltn Florida Building Code and all other applicable U focal, State and Federal permitting requirements t of 2 Beach wilding ng Orified fflclal prior to the of the City uance of la ` , - in Permit. _ T-41 41.811 31_41 11.911 21_311 21.3" 11919 41.3" loe 51.611 41 -311 j Z 11'-4" 8,10" 14'-0" Approved By: I Date: 33'-4" I T-4" 2'-73/$" 2'-73/8" 4'-3" V-6" 4'-3" 11'-41' 1'-5 1/4"I 81--011 1'-4" 11 141-011 11 I PROJECT NUMBER 3'-4" 4'-8" 33'-4" 2 FLOOR PLAN - SECOND FLOOR �1� FLOOR PLAN - FIRST FLOOR 10.0119 Al 1/411 = 1'-011 a1 1/41' = 1'-011 AREA SCHEDULE j SHEET TITLE FIRST FLOOR 1319 SF FLOOR PLANS SECOND FLOOR 1289 SF Q CONDITIONED TOTAL 2607 SF M BACK PORCH 210 SF N FRONT PORCH 306 SF GARAGE 451 SF SHEET NUMBER N UNCONDITIONED TOTAL 967 SF P GRAND TOTAL 3574 SF Al EQ. 31-6" 3'-6" EQ. 12 12 6 — ARCHITECTURAL SHINGLES STANDING SEAM METAL —6 ROOF v CLEARSTORY TOP CLEARSTORY TOP - P LAT E - _ - - - -PLATE -- ------_-/1 26' 4 " - � M I O r _J Q) ROOF PLAN N . . �. -- - ROOF PLAN _ 22' - 10 3/4' 22' - 10 3/4 SHAKE SIDING rr 00 / 7 � -- — v 4 ` � f �•,•: � M�-� BOARD AND BATTEN n. . .: r n. SIDING(PAINT) ' - C O w o re- -- — STANDING SEAM METAL ROOF — G G i Olob n n a ---- - --- --- FLOOR PLAN - ---- -- --- - - FLOOR PLAN - N U -- --- - SECONDFLO R , SECOND FLOOR � _ _ _ _ _- " _ - _ — _ 13' - 1030/4" �' N - - - _ 13' - 10 3/4M t � � � � I � 1 -1 � I -- FIRST FLOOR TOP - - FIRST FLOOR TOP I o o - PLATE PLATE M -- - 12' - 6" - -- 12' - 611 -- TAPERED COLUMN - -- - w r e S 3 r ., a r _ ----- , BRICK VENEER SIDINGUj -- t . -- �A -- !. — �A ---_ - -- --- - -- FLOOR PLANIT - - - FIRST FLOOR V M -. -- - -- - FLOOR PLAN - - -- - - 2' - 6" M FIRST PORCH- --- -_ -- _ - _ - N PORCH N _ - Uj E- GRADE GRADE n W .J 0" p—' -C7 I 6" 3'- 1" 6" 7' -6 1/4" (6" 3'- 1" 6" BOARD AND BATTEN LL 8'-91/4" �'-6"� 7'-6" 1'-6 11'-41/4" �� W SIDING(PAINT) ��4 �T — 1'-6" BRICK VENEER SIDING U) F-- U Uj U) < t. CL = w a 2 SOUTH ELEVATION 3 NORTH ELEVATION'- 11-011 A2 1/4" = �..� &u Q M Z 2 A5 -;e Q — STANDING SEAM METAL ROOF ARCHITECTURAL SHINGLE ROOF CLEARSTORY TOP PLATE- - _ -= F,. DRAWING DATE _ M O N IMINARY 07/23/10 — — — _ - 0 ❑BID 08/06/12 -- 22' 1 3/4" �PERMIT 08/13/12 -- - — — ❑CONSTRUCTION - LAP SIDING(PAINT) - _ SHAKE SIDING - — � s REVISIONS rn i ARCHITECTURAL SHINGLE ROOF FLOOR PLAN - _ - - - - - - - - OR - - - - -10- -- --- ---- 3' 03//4" 12 SECOND- 000 ,' FIRST FLOOR �N -- 4F M TOP Q _ PLATE w E _ 121 - 611 BOARD AND BATTEN � _ SIDING (PAINT)- � w „ - _ _ - - - - - - - _ ----- RAGE TOP M - Q k GA PLATE ` L L- k cow # LAP SIDING(PAINT) _ -- FLOOR PLAN - -- FIRST FLOOR PORCH - �- o -- iv PROJECT NUMBER GRAD_. E� I � _ Q„ V 10.0119 6" 3'-10" " 4'-51/8" i BOARD AND BATTEN BRICK VENEER SIDING 11 el City of Atlantic Beach � FOUNDATION WALL(PAINT) Planning and Zoning Department SIDING (PAINT) This approval verifies compliance with applicable SHEET TITLE j zoning, subdivision and other local land development regulations, but does not constitute FRONT AND REAR approval for the issuance of permits. Compliance with Florida Building Code and all other applicable ELEVATIONS 0. local, State and Federal permitting requirements must be verified by signature of the City of Atlantic 1 WEST ELEVATION - Beach 9 uilding Official prior to the issuance of a Building Permit. N A2 1/4" = 1'-0" Approved By: P SHEET NUMBER '- r N '01 Date: �� - ► A2 7 1, � GARAGE TOP A3 PLATE 241-01' I 20'-0" 4'-0" LL N rr "w ° OUTDOOR r-i In a,- a d a SHOWER HEA - -- --- GRADEa ° r 00 "1-. -. d " - 9. - 011 ° d 0 O a a FLOOR, MOUNTED ` i-- 4 NORTH GARAGE ELEVATION ° aa.slNl< ^ A3 1/411 1 l-Olf42 Nd° d - - - - a ° q °°- _ d I Ln C i da °4' M Gad' , ° M d "11 d d d °- 12 ,d °4. ° a W.S. ° ° ° °d LOOP d d d da a. a a a a ° a G q- ° a _ C 4 y t GARAGE TOP ° ;t LU ° d 0 1 ° i d ° ° 001: PLATE n ° ed ' ° °.d co 9' - 011 �� -.. 41-0" UJ rLL L T ------L--77---F--L7- - IT s - - -- GRADE T. Z� r ONEr _._, —" 011 7 - r _.__ .L_,-- I_r-�" T T -- TT 1 CO 3SOUTH GA RAG ELEVATION - 2 FLOOR PLAN - GARAGE V co �"— M A3 1/4'I = 1'-011 A3 1/4" = 1'-0" z Q > 7 0 - -- A5 CLEARSTORY TOP -- _ - - -PLATE 26' - 4 3/411 y DRAWING DATE PRELIMINARY 07/23/10 _ -- --- — - -�__ " [:]BID 08/06/12 ROOF N AL PERMIT 08/13/12 1 - 10 11 ❑CONSTRUCTION - -- -" — — REVISIONS r — NM I -- — i bo zoN - i >. FLOOR PLAN - I SECOND FLOOR ---- - - — - 13' 10 3/4" N FIRST FLOOR TOP w a PLATE - — _ - - - — 12' 6" Q s -- - — — GARAGE TOP z -- PLATE \:, , • ., j FLOOR P91 - 011 —_- - _ FIRST FLOOR ___— - ----------- -- 21 - 611 - .. I _ _ _ _ _ PORCH_/1 --- -- 2' - 011 �1 PROJECT NUMBER —_ -- --- --- GRADE - - 011 10.0119 s City of Atlantic Beach Planning and Zoning Department This approval verifies compliance with applicable SHEET TITLE N, zoning, subdivision and other local land development regulations, but does not constitute LEFT AND RIGHT approval for the issuance of permits. Compliance SIDE ELEVATIONS with Florida Building Code and all other applicable a local, State and Federal permitting requirements must be verified by signature of the City of Atlantic M Beach Building Official prior to the issuance of a IL '. Building Parmit. SHEET NUMBER CNE LEVATION Approved By: , 0 MO NDate: A 3 0 - 1 . N I I ---- _ - -- ---- --- _. I __-'-,—,-, __1. 11-- . - --_ I I _ _,__.._.__ ___._--_ - -_----__ __ -___- - 30' p+ I ___ , - - - - - . . o . I I - DN �- c orn N _- _ 4 O _. - - - - - - - - - - - - - - - - -- - I -- ---_-- _ - _ - - - _ - - - - d � _ T oM � � - T- N , . - I - - . 1_ -- ----- --- - I , -� _ - I I - - I -- - I - - � �r ce I - I !_�=�z I p li _... --_ _. / — I. _ 2'-0" ) -. .. -_ __.----1. - _ _-- -- -- - �,- -- - I 21_.On ._}_� -- �- I_ _J O Q 2'-/.1101/8 _ --- � - - - 1-- - I I� 11 Z \o ��T I00 T - I rr _ I -- - - -- - -- - r r ce I = —- --- - - -I __ -- _ - _ - - 1 z -- _ -I- - -- I _ I� I 0 w -I _.- --- _ _ - --- — - - -I ---- t - _ CD I I 1. 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I ° ! ° a' I - m " d , ,m ° m m 141 a 1 i ° I a ° d - I I I ° I a 4'. ° I. d 4 a _ - I ° a °m d 4v I I 4 I I m l a1 < d - r ° el° I m ' ui a m _._ __ _ ___.. __"_._—_._-. I - p - _ " a e , e m . T ° ° - - _ - - < 11 11 I v ° m - __ "-----" '- I S;: N I - =1 v. . . °4° ,° a-° - d m- - ' "d - ° °I°9 I N () m -- ° ° m ° a I 1 N I a1 e. " m ° d m I _ I ROOF PLAN - GARAGE Id. ° - , a I (V _-_._. _ 4 _ - nu . _ ° - - a , m ° e I a dLuCo ° m ----.. _..._ - _ ° ° A- a I ° ° ° ° a f 4 I I I ____ I"----"- _ -- - -- - -- - - - 1 . - I..m1 '4- ° < d d ° , a d ly I 4 m m e -_- - ---'- _ __ I I - I I � 0 LL a < a d ° ° < ° v d 3 ° , - - v e m 15-1 I1 11 ui I < I _ . , I I U) cj� -r e , ° ° I_ ° d .I 4 ae :,,__-.--_... .., ---'-' -.- _.-- - -. " -. - -. -----. ,._.- - - ---,---,_" _..__. _ "-.__"._.. ° - •r _ :i ° 4' e a A y - _ ----I �_ _" I ° -- _- ---. - --- I 1 II 1!-4" Ad I a: {N a eb ° d. ° - ° " - d I.° 4 2'-Oil - _ _ -.- - - - - 24 _p , I "I °° LU co < - ------- -- - -" y d ° I n e e- a 4 a ° ° 4 ° ° d° 1 - 20' pfl N� 4! p!. a < 0� = Lu ---- I I ° _ ° °a - e e _ - 7 / J� I n _ '� . a I. I y d d _�_ _ _. �_ ' ° a. d r a 7-1 a e0 itt -- +..r.-=-•__"�".,�_ -� -_:�_. _ ° ddn a as I ,4 e ° u t� I ° I I , a , I U - - _ < e a ° p m — - I 4 ° d .. - m y a I I I . , � 0 0 illl— u., e - —:--"---- a a ` m " --- -- --- - - I ' a e - - = < ° ° e -I I m m 4a � - --- °4 -_._,___ d I I 1. daa ° a: .21 __ 2 -p 4 ° °, ° -d - _ 4 CONCRETE SLAB"V1l/REINFORCING ON e a" ya e " I < _-_ -7 - — - —- -1y=--- a I . v. 1. ` I °" A ° .. .1 ° qz d , e y d° -, ° I I CONT VAPOR BARRIER OVER TREATED - I > ,� ° ° d , .4, "I 'a• e AND COMB CTED FILL: ° ° ° ° - ly 'I I� m m m' < --_ 4 ., m 1 u__. - . ° a " I m e = I ° - I I m 4 ° Q m _ _ m ° - ° m " ° ° a . - - - e .4 Z CING ON m 4 ° 4 , a I ° m y 4 CONCRETE SLAB W/REINFOR a I , y '4 . m I ea ° ° 11 , CONT.VAPOR BARRIER OVER TREATED 'a 11 '_ I 9 I 'e a < ;� a'd ° m ° �,/ - °A m m ND COMPACTED FILL ° - V I° ' d I �aT ��° I - m . e ° --_. - _ _; ° -°° " ° ° - v , A. .d a• ° J d 4° e 4 9- cd $ m tid--_ I ' d1 4 a ' ° e , ' ° Id = - - - - - _ m - I I 4 ' - ° (d d m t - d °I __ -..- y ° - .• P °a'd as G e a ° °° °° a I e' — --- -a. °I _,_ -- _ I 4m __> I f - ° , y _ —_ =- . , o I° I ° d RECESSED a ll r < -d 1 I - - - - ° P( , d . ° _ - s e a SHOWER - - -_ I ° _ < e _ a ° d O e °4, N G °a ' m -y •� I e < d v ° ° u ° m ° I DRAWING DATE - a a O d ° I' I ° , e - d ° e - , _ d - " "- 0 - , d d e. a, e e I a l_ - -]PRELIMINARY 07/23/10 �� c - :.-: ---.: -e _ _ .. d .,d - - d I - — - - - - ° - ° d<° I o e ° I { ° — a ° I Y ° a t - - 4° _ - d a W BID I T _,. _I- ee ° I °A ❑ 08/06/12 - -- - - - ° , -- - - °° d ' a ° I N -- ° a a -- �- _ :I ,4• - - a - _. Q. -- d - a , - °.d;. d` ° a - dtl r _ I -- , ,- I _ P RMIT 08/13/12 y I I' . n ¢.-4 - I . - a cn °' ' _ 1 - z - [:1 CONSTRUCTION - - ..__ _.__.-___ _r4 ° I al E .._ _ ___. _.-- --.�_ BIW. __ d -°- - ( ,. a a ,4 - - 4- +2-6 ' e d ° 'y I ?I a I. °I — __ i ad -• a W 'd - - m a - f I ". - - -- ----_�. - y . 4 o a - - - °I e . y 2 . . a 2 _p - - - - ° - y I ° • -- -�-T— - '^ - I �_e._,< �_: �x ,_ ° . REVISIONS _I - . e- -r - a ° I _ a1a. - - .- ___.__._ . �.___ _ . < - • I ° y- 4 ° a ri -' al _� --- - . . a. _. -- — < a 1 " -- 11 4 v m °• T --$ 0 I ° --- L.-. 4 0 14 _ , - - - - - - - - - - - __ _ _- ___ T. .- _ 1 z v I — I r- — —_ _— -- _ _ _ -"r d - 4 _ - - - - - - - y ° - • ° a m: a 0 - -. --._._ ------ _ _ -- - -- - ------ < e 4 4 - - - - - " - - - - -- - _ m - - __._-_ _ I - - °: ° ° a —d _ I ° e ° . d y :Ba — -- — f m ° a 4° -- --- --_ — __ - -- - ----- ° d - - da I I Q e m 4 N m - a a e' a e ____-__- -------- - ..-._-__-_____I __ -_-__ _ _— _ _ I e ° "a - „ ° 111 - -� I . r r A ' _. _ e S d T -- - - - - -A I _- I 14 - - -- ..--- -- - - - _ ��T I d da --� - _ I ° < ---- _ _.21-0-1- -- _ — - _- __� _. - _"____ __ _"'T y - ° - °11 __ _— --_ ___ ._— - ° e 4 m , d �--a==':— _ o _ -- = - _-- --1 - I _ -- `I d d -- _- --- -- - . � �- --- 4 A I I z .. � d — - _ _ - _ Le I Zm N� ,X . __ __ ---,-7.I�-- - I -- I - - — �� .. . — — — —. —'— — — — —•— — _. .t d , --1- _ - e ---- —___ ^-1 - - ;. i — e I° _ _ ----- --- -- a— — — — — — — t _ , ._ �� _ _ - -� __- -_ sr ° e �- _ � - _ _ _� ,_ _^_ d aQ ,� - _ - il e , _- _ - --- 4 FOUNDATION N PLAN GARAGE I � 1 -s - 1/4 - -0 _ - < a _ o _�__ A4 - 1 - 1 -- - - -=- =- ?_- --- _- ---- _ __ _ _ - 7. . - —I ' I _ _ n — = L 0 =T T N z ��s�-rTr--z�T �1 --r-- -,--_ �— -r-- - - - - co - - - - - - - - - � - _ - DN - - -I - - - - - - - - - - - - - I ao I z Z! I J N Z � �,;&111�,_�,,S;,,�,,-a � I ,: - �,,�� 1 ,i ,—�, -- — — "I"", 7-1i, (za i ] I I .— I - 1:111 �-,:�,— ,-11-:, 11 �,� �11 I _ ,��,A I � " 111-- 11 , I � ,, . — � L, 1� :� � I � I i - .1 - I I 0,. I I� � I - �� I c ❑ i � � I I ,: I I 11 11-211 1f-2' 9 - 1 1/4 G 7 - 10 �1'-2 11 8 1/4, 1 _2!! PROJECT NUMBER I n n I � � �11� I o (t I i �I 11 - 10.0119 2 ROOF PLAN - HOUSE 3 FOUNDATION PLAN - HOUSE 11 A4 1/411 - 1 -0 1 11 _ 1 11 A4 1/4 1 -0 -11 SHEET TITLE . FOUNDATION PLANS AND ROOF PLANS i , n SHEET NUMBER N - i 0 L M A4 SRANDING SEAM METAL ROOF ON 12 45#ROOFING FELT OVER 3/4" ROOF 6 SHEATHING ON ROOF TRUSSES @ 24"O.C. OR ROOF RAFTERS @ 24" O.C. CLEARSTORY TOP PLATE_ �J 26' - 4 3/4" " OPEN CELL SPRAY FOAM . INSULATION IN ATTIC SPACE F R-30(MIN.) ." " 5/8"G.W.B. METAL HURRICANE CLIP (1 @ EACH EXPOSED RAFTER TAIL, PAINT TRUSS) (OR 1 @ EA. RAFTER) 2x8 TRIM BOARD2 O 2x6 #2 TOP PLATE (SYP) ARCHITECTURAL SHINGLE ROOF ON 04 ,. 15#ROOFING FELT OVER 3/4" ROOF BOARD AND BATTEN SIDING, HARDIE CLIP STUD TO DOUBLE PLATE SHEATHING ON ROOF TRUSSES @ 24" W/SST-H5 AT EACH STUD O.C. OR ROOF RAFTERS 24"O.C. i r BOARD(OR SIMILAR) OVER 3/8" ��. @ FURRING STRIPS, WATER RESISTIVE N Ln BARRIER AND 1/2"SHEATHING c-7 a O rh ROOF PLAN _ ROOF PLAN _ _ _ _ ) m E � � N 22' - 10 3/4" — — — — tJ 22' - 10 3/4" r\1 0 OPEN CELL SPRAY FOAM INSULATION IN ATTIC SPACE a Qa FLASHING •, R-30(MIN.) � 2x8 TRIM BOARD 5/8"G.W.B. > z " METAL DRIP OVER METAL HURRICANE CLIP (1 @ EACH ¢ z w o RAISED 1"x8"S4S TRUSS) (OR 1 @ EA. RAFTER) + o CEDAR FASCIA OVER 2"x4"SUB-FASCIA �t. ¢ • (2)2"x6"#2 TOP PLATE (SYP) O VINYL SOFFIT WITH CONT. CLIP STUD TO DOUBLE PLATE SCREENED VENT W/SST-H5 AT EACH STUD O 2x8 TRIM BOARD /-)uFillllllll`ll`1I � 2x6 WOOD STUDS W/G.W.B. a ^, -t SINGLE HUNG WINDOW R-19 BATT INSULATION LAP SIDING, HARDIE BOARD (OR SIMILAR)OVER WATER RESISTIVE ' BARRIER AND 1/2"SHEATHING R-19 BATT INSULATION M 2x6 WOOD STUDS W/G.W.B. N WINDQ .,w INSTALLA�,ION (METHOD A-1) �� LAP SIDING, HARDIE BOARD (OR — WEATHER RESITIVE BARFdISR(WRB)APPLIED PRIOR TO THE WINDOW INSTALLATION. SIMILAR)OVER WATER RESISTIVE N FLASHING APPLIED OVER THE FACE OF THE MOUNTING FLANGE, BARRIER AND 1/2"SHEATHING 2„4”BOTTOM PLATE 2"x6" BOTTOM PLATE UJ SECTION A STEPS THROUGH WINDOW JAMB LETA 36 METAL TIE STRAP CONT. �� BASE MOLD LSTA 36 METAL TIE STRAP CONT. Q FROM lit TO 2nd FLOOR STUDS FROM 1st TO 2nd FLOOR STUDS LL BASE MOLD O IN WATER SHEDDING FASHION, •ter W STARTING AT THE BASE OF THE - LL „, T WALL&WORKING TOWARDS A § 3/4" PLYWOOD SUB-FLOOR 3/4" PLYWOOD SUB-FLOOR THE TOP, INSTALL THE WRB TOFLOOR PLAN - FLOOR PLAN - SEALANT BEAD = - - - THE FACE OF THE SHEATHING. .�•�_ � � �� BEHIND MOUNTSECOND FLOOR SECOND FLOOR WU) O2 APPLY SILL FLASHING FLANGE' 13' - 10 3/4" 13' - 10 3/4" x;, _ ui 0 APPLY BEAD OF SEALANT AT BST-A35F @ 24"O.C. -- 18DEEP FLOOR SYSTEM SST-A35F @ 24"O.C. $� " � 16"DEEP FLOOR SYSTEM �""�" BACK OF WINDOW FLANGE& -_ (FLOOR TRUSSES OR WOOD SEAL THE WINDOW FRAME TO _ - (FLOOR TRUSSES OF!WOOD IM SET WINDOW USING PAN HEAD FIRST"FLOOR TOP �� " IYtBEAMS} FIRST FLOOR TOP � I-BEAMS) � V SCREWS TO FACILITATE OPENING. APPLY A 3/8"NOM. _ - PLATE l _ _ PLATE INSPECTION. DIA.TO THE BACKSIDE - _ _ =3 (INTERIOR)OF THE WINDOW - - 611 FLANGE, IN LINE WITH ANY PRE- 4 APPLY BEAD OF SEALANT AT PUNCHED HOLES OR SLOTS. o4 M Z SIDE JAMBS. EXTEND 8 1/2". FLASHING 5 JAMB FLASHING O APPLY JAMB FLASHING APPLY CONT. SEAL TO THE SEALANT BEAD BETWEEN FLASHINGFLASHING AND MOUNTING - 5/8"G.W.B. �. 5/8"G.W.B. MOUNTING FLANGES AT THE FLANGE. 2x8 TRIM BOARD 6 APPLY BEAD OF SEALANT AT TOP (HEAD)AND SIDES (JAMBS) . O HEAD OF WINDOW. EXTEND SEALANT DOUBLE TOP PLATEo G� DOUBLE TOP PLATE AT JAMBS 8 1/2"ABOVE THE R.O. 7 APPLY HEAD FLASHING AT HEAD. EMBED JAMB / FLASHING INTO SEALANT ANDFASTN IN PLACE. / �8 REMOVE PREVIOUSLY APPLIED GOES OVERSEALANT(FLASHING) r TAPE,ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING. APPLY NEW SHEATHING TAPE SECURE WRB OVER DIAGONAL CUT-SEE AT HEAD DIAGRAM. ' DRAWING DATE ❑PRELIMINARY 07/23/10 El BID 0 FLASHING AT HEAD PERMIT 08/13/12 2 AMB FLASHING.8 $+�1 � 7 SINGL='E HUNG WINDOW � El CONSTRUCTION - EXTENDSVBEYOND �7 HEAD FLASHING � EMBED BOTTOM OF THE _ SINGLE HUNG WINDOW REVISIONS HEAD FLASHING AGAINST = THE PREVIOUSLY APPLIED SEALANT SEALANT(FLASHING GOES OVER SEALANT). EXTEND � 5 / HEAD FLASHING BEYOND / EACH JAMB FLASHING. / FASTEN IN PLACE. 5 A 2x6 WOOD STUDS W/G.W.B. �qp SIDING, HARDIE BOARD (OB2x6 WOOD STUDS W/G.W.B. 2 �5 JAMB FLASHING q BOARD AND BATTEN SIDING, HARDIE _ SIMILAR) OVER 3/8 FURRING STRIPS, w a BOARD (OR SIMILAR) OVER 3/8" WATER RESISTIVE BARRIER AND <C EXTEND JAMB 2"x6"BOTTOM PLATE I 2"x6" BOTTOM PLATE cn FLASHING TO OVERLAP FURRING STRIPS, WATER RESISTIVE 1/2 SHEATHING r. w SILL I - BARRIER AND 1/2" SHEATHING SILLEXTFLASHING. {" FL JAMB BASE MOLD BASE MOLD Q FLASHING 8-1/2"ABOVE I / FLASHING '= cn ROUGH OPENING AT 0 { E 911 A HEAD,TUCK TOP OF / SEALANT 4"CONCRET E SLAB W/6x6, x6, =5' 4"CONCRET E SLAB W/6 FLOOR PLAN - U 10x10 WWM FLOOR PLAN - 10x10 WV1/M JAMB FLASHING z UNDER THE FLAP OF ( FIRST FLOOR _ _ FIRST FLOOR WRB AT THE HEAD. / 21 - 61 - - - - - SEE DIAGRAM. SILL FLASHING 4' 9° .a O3 TRIM BOARD SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, INSECT VENT AT BASE OF FURRING fr' �- STRIPS PLUMB,AND LEVEL CONDITION. USE CORROSION 8"CMU HEADER BLOCK RESISTANT FASTENERS, FASTEN WINDOWS PER - — / WINDOW MANUFACTURER SPECIFICATIONS. 8"CMU FOUNDATION WALL 1 6 MIL VAPOR BARRIER OVER 8"CMU HEADER BLOCK ! I -6 MILT VAPOR BARRIER OVER 135° 8"CMU FOUNDATION WALL TREATED&COMPACTED FILL _ TREATED& COMPACTED FILL PROJECT NUMBER CUT WEATHER RESISTANT �! CONTINUOUS#5 REBAR IN ALL BARRIER (WRB) CORNERS (VERTICAL)WITH ==1 g LINE I rh GRADE- — 1 11 1 'SOLID POURED AND @ GRADE - _CONTINUOUS#5 EB 1 0.0119 ATA 45 DEGREE ANGLE, CAREFULLY CUT THE �„ GRADE- F= �8,O.C. „ - - R AR IN ALL / BARRIER ON A DIAGONAL, GENTLY RAISE THE _ — i= 0 =--1 -- I � CORNERS (VERTICAL)WITH - — — SOLID POURED CELLS AND @ SHEET TITLE T - -$'Q�c !. _ SECTIONS AND TOP EDGE OF THE BARRIER UP AND TAPE THE _ / TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. INTERIOR VIEW — - IL / TOP LEFT CORNER OF WINDOW 20 x10 CONCRETE FOOTING DETAILS W/3#5'S(CONTINUOUS)-I S (CONTINUOUS)20 x10 CONCRETE FOOTINGI _ N _ <a. 4 I_ III- W/3#5' ! _ - — a _ —= ° SHEET NUMBER N i---- OI 3 TYPICAL WINDOW DETAIL 2 WALL SECTION 02 1 WALL SECTION 01 A5N.T.S. 53/4" = 1'-0" A5 3/4 _ 1,-011 A5 ELECTRICAL LEGEND 1 1 0 V. DUPLEX OUTLET (2) RECESS LIGHTING(SEE NOTE 3) 1/2 SWITCH DUPLEX OUTLET 0 RECESS WALL WASH LIGHTING GFI 1 10 V. G.F.I. DUPLEX OUTLET 4 Z CEILING MTD. EXHAUST FAN wp WEATHER PROOF G.FJ. EXHAUST FAN WITH LIGHT 9220 220 V. bUTLET SMOKE DETECTOR T=(OFP I I 0 V.FLR. MTD. DUPLEX OUTLET TELEPHONE JACK SWITq'H AT 42"A.F.F. v TELEVISION JACK $3 3-WAY SWITCH AT 42"A.F,F. THERMOSTAT �4 4-WAY,SWITCH AT 42"A.F.F. ELECTRICAL PANEL D DIMMIiR SWITCH AT 42"A.F.F. ELECTRICAL METER n � C�l U-) SURFACE MTD. CEILING LIGHT A/C DISCONNECT rq PENDANT LIGHT FIXTURE FLOOD LIGHTS (D r 1 �K> WALL'MTD. LIGHT AT 72"A.F.F. �D PUSH BUTTON 0 -Qp� PULL tHAIN DOOR CHIMES -J CD SWITCH TO HOLLYWOOD STRIP FIXTURES AT 41u CEMENTITIOUS PANEL I 1-� oc GARAGE /N I12"X48"FLUORESCENT > Z 9'-0"A.F.F. PRE-WIRE AND BRACE; FIXTURE FOR CEILING FAN 0 rq z < 0 Ln 0 24"X48"-FLUORESCENT PRE-WIRE AND BRACE rr) FIXTURE FOR,CEILING FAN W/ CN U LIGHT FAN/LIGHT TV ELECTRICAL NOTES 1. LOCATE ALL ELECTRICAL OUTLETS, SWITCHES, LIGHTS, SMOKE DETECTORS, FANS, IAND EXHAUST FANS PER ELECTRICAL/BUILDING CODES. IHIP VAULT CEILING TO GAINAS,MUCH INTERIOR HEIGHT AS THE---', LANDSCAPE LITES, SPRINKLER SYSTEM, SECURITY SYSTEM, I TERCOMSY3TEM, -\\-FRUSSES WILL ALLOw. VACUUM SYSTEM, SWIMMING POOL, PUMPS, ETC.) MIN.) Lu 3. INSTALL GW8 IS WATERNAPOR PROOF FIXTURES IN SHOWERS AND OVER TUBS AS REQUIRED. ui t GENERAL ELECTRICAL NOTES (y) Ico C%4 1. ELECTRICAL SERVICE IS LESS THAN 600 AMPS. CALCULATION TO BE PROVIDED BY ELECTRICIAN, co 2. PROV ui IDE SMOKE DETECTORS PER NFPA72 A-81.2. w LL ICONTRACTOR ELECTRICAL NOTES I1, SPECIFICATIONS, PRICE SUMMARY AND CHANGE ORDERS SUPERSEDE THIS uj ELECTRICAL PLAN. t E PURPQSE OF THIS PLAN IS TO OBTAIN AN ELECTRICAL PERMIT,FIXTURE, SWITCH H AND EPTACLE LOCATIONS SHOWN MAY VARY DUE TO FRAMING, MECHANICAL T , REC 2, m w *Weill CONFLICTS, SITE CONDITIONS OR LOCAL BUILDING CODE REQUIREMENTS. 3, THE PURCHASER WILL 00 AN ELECTRICAL WALK THROUGH WITH TH15 PROJECT ISWITCH TO Ir]A I URES ABOVE I LOCAL BUILDING CODES,AT THIS TIME, SELECTIVE LIGHT FIXTURES, PHONE AND TV L(LD MANAGER DURING CONSTRUCTION, THIS WALK THROUGH WILL IDENTIFY THE PREDETERMINED LOCATION OF RECEPTACLES BY THE ELECTRICIANS FOLLOWING JACKS W14 BE DETERMINED BY THE PURCHASER AS TO THE PREFERRED LOCATIONS. cy)WITCH BELOW-TIP GWB� c-ll---,�� QWE3-"- r, r,�all- j4'A F .--HEADER AT 8'-6"A.F.F. -GWB 3/.&"A.F.F. III I A.F.F vv 31&'!,A.F., DATE 8, DRAWING I318"'A F F b A ElPRELIMINARY 07/23/10 :-f 08/06112 ICONSTRUCTION F 0 PERMIT 08/13/12 IIREVISIONS IA uvv F.F.tz;vv -,QVV13-A.F 00 CEMENTITIOUS PANEL z w 9'- A.F.F. w U) ITO SWITCH AT HOUSE PROJECT NUMBER FLOOR PLAN - GARAGE 2 FLOOR PLAN SECOND FLOOR 1 FLOOR PLAN FIRST FLOOR 3 10.0119 �l 1/4 -011 1/4' -011 -011 1/4" SHEET TITLE FIRST FLOOR < ELECTRICAL PLAN Lo(N m c%j SHEET NUMBER +FIAN GHI N a, El I I-