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890 Beach Ave 3 floor addition 2013 d BELCH AVENUE - : z EIDE COPY ' N85032' 15"E 141.11' III III z L ! I 1 I � O I r rn v� I rn o I � II illl d z � o I x � 58505215"M 150.84' g � I II g a GEARING HEIGHT SCHEDULE q' 1-118" 1g17" 30' 0-118" 13-02� $ 4 2 2 04 F23 F40 F41 F24 U F46 C J01 Q F46 0 O F46 1=31 O g e F46 Oil F46 NOTES: F46 8 g g 1.)REFER TO HIB 91(RECOMMENDATIONS FOR HANDLING INSTALLATION AND TEMPORARY BRACING.) Fol F46 REFER TO ENGINEERED DRAWINGS FOR PERMANENT BRACING REQUIRED. F01 F46 F11 Ftz ER Fos Fzs 2) VA LLEYTRUSFRAMINNG)LMJIZi BE L50MPLET�ELY M1 F10 DECKED OR REFEf1 70 DETAIL V105 FOR ALTERNATE BRACING REQUIREMENTS. FO9 F42 F31 3)ALL VALLEYS ARE i0 5E CONVENTIONALLY F07 F42 F32 2 0 FRAMED BY BUILDER. F42 F334.)ALL TRU55E5 ARE DESIGNED FOR 2'a.c. cJ '101 MAXIMUM 5PAGIN6.UNI-E55 OTHERW15E NOTED. { g Me F3a 6 E U 5.)ALL WALLS SHOWN ON PLACEMENT PLAN ARE CON51DERED TO BE LOAD DEARING.UNI-E51,OTHERWISE NOTED. Fol 6)5Y42 TRU55E5 MUST BE INSTALLED Fol WITH THE TOP BEING UP. F06 t 7.)BEAM/HEADER/LINTEL(HDR)70 BE FURNI5HED BY BUILDER. 111-02-1TI-.1-01 17-07-07216-0_11 76-02-11 50-02-W 48-10-W-- 22-00-M 66 Builders 36 60AFirstSource FIRST ISECOND FLOORFLOOR ROOF Jacksonville PHONE:904-772-6100 FAX:904-772-1973 Tampa PHONE:813-621-9831 FAX:813-628-8956 I I Freeport PHONE:850-835-4541 FAX:850-835-6835 I SII BUILDER: Flint Construction 5ervice5, Inc LEGAL A009E55: 890 beach Ave LIOOEL 4riti°n: Fernandez Rey, Im r: OAIE: DRAIN BY'. rip"I I.fercnu J: 9/6/13 GRD 5173115 M I TH PLATE APPROVAL # ' 21 U . 2 - 21 q7 -, 4 WEYERHAU5ER PRODUCT # I 1630 . 2 - 1650 , 10 519492 1919495 `°517395 i REARING HEIGHT 5GHEDULE i -V61 1q' 711 i 48-10-00 �01 0-1161 - 18-09-00 9-02-09 6-00-00 - 07 11-00-00 0 0 - 2-06-00 0 0 1 2-00-00 2-00-00 v � I 0 0 o o o oLL 00 00 q N p N 11-09- 13-06- LO L6 j Ln 04 F23 F40 B O N N O F41 F24 U 0 v F46 CJ J01 o 0 09 O F46 902 U62 00 F03 8 O 0 rn 00 F46 LL u LL_ O It t r F46 F26=8 00 6 m F46 NOT G J It O "' g F46 0 0 0 0 1.) REFER TO HID q1 (PECOMMENDATION5 FOR 00 EJ01 10 r ~ ~ o r o ~ HANDLING LN5TALLATION AND TEMPORARY DPACING.) Foe o F46 DEFER TO ENGINEERED DPAWING5 FOR PERMANENT DRAGING REQUIRED. 00 o F46 00 00 F01 2.) ALL TRU55E5 (INCLUDING TRU55E5 UNDER o F11 F12 m F46 F29 � VALLEY FRAMING) MU5T DE COMPLETELY o DEGKED OR DEFER TO DETAIL V105 FOR Flo 0 1 ALTERNATE DRACING PEQUIREMENT5, BM1 X09 F42 F31 3.) ALL VALLEY5 ARE TO DE CONVENTIONALLY r Fol F42 02 C 2 FRAMED DY DUILDER, 19 `F3 F42 F33 CJ '� N i N J01 4.) ALL TRUSSES ARE DESIGNED FOR 2' O.G. Fob 3 0 0 o MAXIMUM 5PAGIN6, UNLE55 OTHERWISE NOTED. - F34 N m BM6 LO 16 icu�o) BMCN 5,) ALL WALL5 SHOWN ON PLACEMENT i PLAN ARE CONSIDERED TO DE LOAD DEAPING, UNLE55 OTHERWI5E NOTED, F07 X03 ,�N y✓ ti✓0 o� y og 6.) 5Y42 TRUSSES MUST DE INSTALLED Fol �� o`O ? o o ti `'os WITH THE TOP DENG UP. 7-7 F06 2 7.) REAM/HEADER/LINTEL (HDR) TO DE FURNISHED DY DUILDER, I - i 1 11-02-12 7-07-07 18-02-11 17-07-07 18-02-11 50-02-00 48-10-00 8-05-00 22-00-001 8-05-00 ilders 38-10-00 FIRST SECOND FLOOR ROOF 6i6l!A F i rstS o u rce FLOOR a �Qok �onville PHONE: c104-772-6100 FAX: q04-772-1873 I Tama PHONE: 513-621-G531 FAX: 813-628-5156 I � V , Freeport PHONE: 550-535-4541 FAX: 550-535-6535 � DUILDEP; Flint GonStruction 5crvice5, Inc LEGAL ADDRESS: 8g0 Beach Ave MODEL: Revision: Fernandez ReS, Rev, 6y, 1E: DRRWNOY. Original Reference#: IL E COPS i -- - q/6/13 GRD 517385 1St Duel Jobt ; 2nd Leyel Job 1: : Roof Jobb: r 1 10 51g4g2 51g4g5 517385 , I QUICKTIE CONNECTORS TYPICAL WOOD MEMBER DESIGN SPECIFICATIONS UPLIFT FASTENING SCHEDULE GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS CONNECTOR SYP SPF FASTENERS FL# CODE LOCATION CONNECTION FASTENER HA4 660 528 (9)1Odx1' z" 3557.2 DESIGN CODE: , CEILING JOIST LAPS OVER (3)164 HTS16 1255 1255 16 104x1 / " PARTITIONS FACE NAIL FOOTING AND FOUNDATIONS: 2010 FLORIDA BUILDING CODE - RESIDENTIAL ( ) z 3557.5 GENERAL NOTES: MS36 1835 1468 (26)1Odx1'/2" 3557.4 (4)GUN NAIL MEANS AND METHODS: FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL LSTA12 925 765 (10)104 3557.4 (3)104 THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RESPONSIBLE FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS RECOMMENDED TO VERIFY SUITABLE SUBSURFACE DESIGN LOADS: ACTUAL AND UNIFORM CS16 1705 1705 (13)8d EA. END 3557.1 COLLAR TIE TO RAFTER FACE NAIL PROCEDURES, OR SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR OR ANY OTHER PERSONS PERFORMING THE WORK CONDITIONS. THE FOOTING ELEVATIONS SHOWN OCCUR INA DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL OR FOR THE FAILURE FOR ANY OF THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS. SHALL BE FREE E OF ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95� LS18 1005 804 (14)104x1' z" 3557.4 (3)GUN NAIL MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. Lou P o n t i g o a n d MS24 1270 1016 (18)1 Odx1' 2" 3557.4 (3)8d LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: Associates, Inc. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS ROOF FLOOR , RAFTER TO PLATE TOENAIL THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER ARE LIMITED TO THE FOLLOWING: CONTINUOUS LOAD PATH FOR ETC., SEE ARCHITECTURAL PLANS.DO NOT SCALE FOOTING DIMENSIONS AND LOCATION FROM T ROOF LOADING (cd=1.25) SC35 295 236 (12)104x1/z" 3557.10 WIND UPLIFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHING AND HEADERS DIRECTLY SUPPORTING ROOF HE FOUNDATION PLAN SHOWN ON S1.0. DO (cd=1.00) (3)GUN NAIL TOP CHORD LIVE LOAD 20 psf 40 psf SC35F 500 400 (12)1Odx11/2. 3557.10 FRAMING. ITEMS NOT DESIGNED PRE-ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMING NOT SPECIFICALLY ADDRESSED, NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON 420 Osceola Avenue TOP CHORD DEAD LOAD 7 psf (ARCH SHINGLES) 10 psf LS12 715 572 (10)84 3557.4 (3)104 TRUSS-TO-TRUSS CONNECTION, AND ANY ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. FOUNDATION PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) Jax. Beach, Florida 32250 TOP CHORD DEAD LOAD 10 psf 20 psf TILE SHINGLES)p ( ES P TOENAIL HALL BE Ph. 242-0908 Fax.241-9557 BOTTOM CHORD LIVE LOAD 10 psf 0 psf QTB(X) BLUE N/A N/A N/A 3557.6 (4)GUN NAIL DESIGN IS VOID ONE YEAR AFTER THE DALE OF THE ORIGINAL DOCUMENT'S, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SFL:CA#8344 SC:CA#3579 COMPLIANCE. CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE 3 ® 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF BOTTOM CHORD DEAD LOAD 5 psf 5 psf QTB(X) GREEN N/A N/A N/A 3557.7 JACK RAFTER TO HIP S YOUR COMMEN QTB(X) ORANGE N/A N/A N/A 3557.8 (2)164 MATERIA SPECIFICATIONS: INTO EACH ELEMENT. SPREINFORCING AT INTERSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS CONTACT Us WITH rs FACE NAIL m COMMENTS @ LF-A.COM DEFLECTION CRITERIA: QTB(X) RED N/A N/A N/A 3557.9 (3)GUN NAIL HARDWARE AND ANCHORS: MASONRY STEMWALLS: ALL CONCRETE MASONRY UNITS SHALL BE COMPOSED OF ASTM C90E, E GRADE N-1 HOLLOW CONCRETE MASONRY O ITW/REDHEAD 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 SHA (V ROOF FRAMING: LIVE LOAD L/240 TOTAL LOAD L/180 G5 EPDXY 14419.1 ROOF RAFTER TO 2 PLY (2)164 + � LL NOT BE USED. GROUT ALL CELLS ( ) TOENAIL OR QT WARE ROPE: / "0 & /e"0, GALVANIZED "AIRCRAFT' DESIGNED 7x19 w A MIN. BREAKING STRENGTH OF 7,000lbs. & 14,000Ibs. CONTAINING VERTICAL REINFORCEMENT WITH 3000 PSI PlfA ROCK CONCRETE GROUT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 4 FLOOR FRAMING: LIVE LOAD L/360 & TOTAL LOAD L/240 'c 4 SIMPSON CONNECTORS RIDGE BEAM (3)GUN NAIL FACE NAIL RESPECTFULLY. / 48 BAR DIAMETERS ALL CELLS BELOW FINISHED SHALL BE GROUTED SOLID. ALL EXTERIOR WALLS SHALL BE REINFORCED FULL HEIGHT WITH (V WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B). - #4 ® 4'-0" O.C. MAX. AND AT EACH CORNER, WALL END, AND WALL INTERSECTIONS. PROVIDE CONTINUITY OF REINFORCING AT NT o``, \s P' .P;� ��''o p" (3)16d 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 OJ�•.•"••• FACE NAIL \GENS IIID LOADING: UPLIFT JOIST TO BAND JOIST 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 •• M CONNECTOR SYP SPF FASTENERS FL# CODE (4)GUN NAIL RETROFIT REBAR/ROD 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/S1.0. UNLESS NOTED OTHERWISE. LAP JOINT • ASCE 7/10 FOR WIND UPLIFT, TRUSSES SHALL BE DESIGNED WITH A MIN. BE '/4" LARGER THAN REBAR SIX AND '/e" LARGER THAN THREADED ROD SIZE. (U.O.N.) REINFORCING SHALL BE A MINIMUM OF 6". °� N DEAD LOAD CONDITION OF 5 PSF TOP CHORD AND 5 PSF BOTTOM CHORD. A35 450 450 12-8dx1'/2" 10446.4 BLOCKING BETWEEN JOISTS OR (3)84 ANCHORING ADHESIVE: No.53311 M REACTIONS CALCULATED FOR THE BEARING POINTS OF ROOF TRUSSES SHALL RAFTERS TO TOP PLATE END NAIL EPDXY: RED HEAD EPCON G5. CONCRETE SLABS ON GRADE: * C * o H2.5T 600 520 5-8d EA. END 11478.3 p c� BE REDUCED. SPECIFICALLY, ATTIC FLOOR LIVE LOADS COMBINED WITH ROOF (3)GUN NAIL REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDER WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, LIVE LOADS SHALL BE MULTIPLIED BY 0.75 WHEN COMBINED w/ DEAD LOAD. H8-1/2 620 530 5-104x1'/2' EA. END 11470.3 11, STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR PREVENTION OF SUBTERRANEAN TERMITES. �. .p ; STATE OF rt • 4. o, 8d 06"O.C. WELDED HARE FABRIC (WWF): SHALL BE ASTM A185. SAWCUTs: � ��0�`°�r4dR�tDP••4���,�a ' MTS12 1000 860 7-104x1'/z' EA. END 10456.3 RIM JOIST TO TOP PLATE TOENAIL BASIC WIND SPEED (ASCE 7-10) ---------- 130 MPH , (3)GUN NAIL 0 6-O.C. MASONRY SPECIFICATIONS: F '•r.ru.r+•` HTS20 1450 1245 24-104x1/z" EA. END 13872.3 ( ) FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB INA 20 x20 GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE Ll.! IMPORTANCE FACTOR ---------------- 1.00 SAWCUTS THROUGH OUT SLAB AND WHERE SHOWN ON FOUNDATION PLAN S1.0. CALL EOR FOR ALTERNATIVE METHODS. MSTA24 1765 1270 9-104 EA. END 13872.4 TOP PLATES, LAPS AND � J1�I��1pttt MEAN ROOF HEIGHT ---------------- 32.0 FT (2)164 GFNFRAI: WOOD FRAMING SPECIFICATIONS: REVISIvI`� DATE ----------------- MSTA36 2050 1870 13-10d EA. END 13872.8 INTERSECTIONS FACE NAIL MASONRY HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 530-05, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH AC1530.1-05 ROOF PITCH - -- VARIES (3)GUN NAIL ® 6"O.C. GROUT 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 BUILDING CATEGORY ---------------- II 9-10d EA. END C1019, GROUT SHALL HAVE A MAXIMUM COURSE AGGREGATE SIZE OF % PLACED AT AN 8" TO 11" SLUMP. LUMBER INDICATED IN SECTIONS PRESERVED WITH SODIUM BORATE (DOT-DISODIUM OCTABORATE TETRA HYDRATE). 1F HOWEVER, ACID OR EXPOSURE CATEGORY --------------- p MSTAM24 1465 1270 5-1/4"x2-1/4 TITENS 11473.19 (3)8d MORTAR SHALL CONFORM TO ASTM C270 AND TYPE M OR S. TYPE N MORTAR MAY BE USED IN BRICK VENEER. NON-DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. IF ACZA ENCLOSURE CLASSIFICATION ------------ ENCLOSED MSTC66 5660 5660 38-164 EA. END 10852.11 CEILING JOISTS TO PLATE (5)GUN NAIL TOENAIL CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL FLASHING. PRESERVATIVE IS USED, ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. INTERNAL PRESSURE COEFFICIENT ---------- t .18 22-10d TO TRUSS CONCRETE MASONRY UNITS (CMU): PRE-ENGINEERED WOOD TRUSSES: MGT 3965 3330 11470.7 (3)84 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 STATS WHERE PROJECT IS BEING BUILT AND SHALL COMPLY WITH NFPA, TPI, AND AITC 1 1-'/z"0 ROD TO FTG. JOIST TO SILL OR HEADER TOE NAIL 100. CONTRACTOR SHALL VERIFY THAT ADEQUATE TRUSS BEARING IS INSTALLED AT ALL TRUSSES AS INDICATED IN THE TRUSS SHOP COMPONENTS & CLADDING ALLOWABLE PRESSURES MINIMUM COMPRESSIVE STRENGTH OF 1900 psi (f m=1500 psi). (2)GUN NAILS GROUT ALL CELLS CONTAINING VERTICAL REINFORCEMENT IN 5'-0" MAXIMUM LIFTS DRAWINGS. ALL TRUSS-TO-TRUSS CONNECTIONS AND TRUSS PROFILES ARE THE RESPONSIBILITY OF THE DELEGATED TRUSS ENGINEER. ALL 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 TRIBUTARY INTERIOR EDGE STRIP (PSF): PHD5 4685 4380 5 10441.10 AREA sf) ZONE PSF " 1-/5"0 ROD TO FTG. PLATE CONNECTED WOOD TRUSSES, HIB-91." AT MULTIPLE STRAP CONNECTIONS, SPREAD STRAPS TO AVOID NAILING CONFLICTS THROUGH ( (PSF) '0' = 4'-6 2" SUB FLOOR TO BLIND OR I 18-16d TO TRUSS/BEAM JOIST OR GIRDER (2)164 FACE NAIL CLAY MASONRY (BRICK): TRUSS. WHEN USING (2) STRAPS ON SINGLE PLY TRUSSES, PLACE STRAPS DIAGONALLY ACROSS DBL. TOP PLATE FROM EA. OTHER. 10 +30.4 -33.0 +30.4 -40.7 HTT4 3480 3080 5 11496.2 BRICK SHALL BE IN ACCORDANCE WITH ASTM C62, C216, OR C652 FOR BUILDING BRICK, FACING BRICK, & HOLLOW BRICK, FIELD ALTERATION 1-/a'0 ROD TO FTG. RESPECTFULLY. ROOF COVERING SPECIFICATIONS• J 4 50 +27.2 -29.8 +27.2 -34.3 32-16d TO TRUSS/BEAM SOLE PLATE TO 164 ® 16"O.C. TYPICAL THE CONTRACTOR SHALL BE RESPONSIBLE F CONTRACTOR SHALL CONTACT LOU i OR THE DESIGN AND INSTALLATION OF THE ROOF COVERING SYSTEM. HTT5 5250 4670 11496.2 JOIST OR BLOCKING PONTIGO$ASSOCIATES PRIOR TO 1-5/a'0 ROD TO FTG. (3)GUN NAIL ® 8"O.C. FACE CONCRETE SPECIFICATIONS: ASPHALT BRINGS SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. MAKING ANY STRUCTURAL FIELD 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 INSTALLED PER THE CONCRETE AND CLAY ROOF TILE INSTALLATION MANUAL." AND THE MANUFACTURER'S MODIFICATIONS WHICH MAY VARY 100 +25.9 -28.4 +25.9 -31.6 » 20-SDS'/4x3" TO TRUSS/BEAM 2 16d ALL CONCRETE SHALL HAVE A COMPRESSIVE STRENGTH OF 2500 PSI AT 28 DAYS REQUIREMENTS. FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY i HDQ8 8325 7210 11441.1 ) STANDING SEAM METAL ROOFS SHALL COMPLY WITH ASTM E1514 AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. FIELD ALTERNATIONS MADE PRIOR TO THE VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES (ASD). THE ABOVE 1-10"0 ROD TO FTG. 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 PONTIGO 8 WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMITTED BY THE ALLOWABLE (3)GUN NAIL 6-104 TO HEADER STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION SHALL BE PERMITTED LUS28 930 780 10655.113 GUARDRAILS AND HANDRAILS. ADDITIONAL ENGINEERING OR ASSOCIATES MAY RESULT IN , 4-104 TO JOIST (4)84 INSPEcnoN FEES. • COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED FOR BOTH POSITIVE AND NEGATIVE PRESSURES SHOWN IN TABLE ABOVE. HU410 905 785 14-164 TO HEADER TOENAIL SHALL BE DESIGNED PER 2006 INTERNATIONAL RESIDENTIAL CODE, TABLE R301.5. COMPLIANCE WITH THESE REQUIREMENTS IS THE ' 10531.36 (4)GUN NAIL RESPONSIBILITY OF THE RAILING MANUFACTURER. • LINEAR INTERPOLATION IS PERMISSIBLE. 6-164 TO JOIST STUD TO SOLE PLATE ABU44 2200 5/5"o ROD w/ 12-16d 10849.6 (2)16d ABBREVIATIONS • • PLUS = PRESSURE AND MINUS = SUCTION. ABU66 2300 5/5"0 ROD w/ 12-16d 10849.6 (3)GUN NAIL END NAIL V IATIONS U • THE DISTANCE 'a' FROM OUTSIDE CORNERS OF BUILDING SHALL BE SET N/A N/A SIMPSON EPDXY-TIE 11506.4 C TYPICAL FASTENERS ADJ - ADJACENT DIA - DIAMETER FDN - FOUNDATION HORIZ - HORIZONTAL OC - ON CENTER QT - QUICK TIE THRU - THROUGH DESIGNED FOR EDGE STRIP PRESSURES. 10-16d TO sTUD/BEAM/POST BM - BEAM EA - EACH FT - FOOT INFO - INFORMATION OSB - ORIENTED STRAND BOARD REINF - REINFORCE TYP - TYPICAL LTT20B 1675 1675 11496.3 3"x0.131"0 = GUN NAILS 2"x0.113"0 = RINK SHANK BOT - BOTTOM EE - EACH END FTG - FOOTING LBS - POUNDS PERP - PERPENDICULAR SF - SQUARE FOOT LION - UNLESS OTHERWISE NOTED • DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE 1-'/z"0 ROD TO FTG. + LL - LIVE LOAD PRE ENG - PRE ENGINEERED SPF -SPRUCE PINE FUR 2"x0.113"0 = 6d 2/z"x0.131"0 = 8d BRG - BEARING EOR - ENGINEER OF RECORD GA - GAUGE VERT - VERTICAL RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHALL MEET LSTA12 805 695 10-10d 13872.5 3"x0.148"0 = 10d 3'/z"x0.162"0 = 16d CMU - CONCRETE MASONRY UNIT EQ - EQUAL HDR - HEADER LG - LONG PRE FAB - PRE FABRICATED SW - SHEAR WALL WWF - WELDED WIRE FABRIC THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. , , , , DBL - DOUBLE -EXT -EXTERIOR HT - HEIGHT MANUF - MANUFACTURE PSF - POUNDS PER SQUARE FOOT SYP - SOUTHERN YELLOW PINE CS16 1705 1705 13-8d 10852.1 1/z"x0.148"0 = 104x1 /�" 1/z"x0.131"0 = 84x1 /z" DL - DEAD LOAD FDN - FOUNDATION HTS - HEIGHTS MONO - MONOLITHIC PSI - POUNDS PER SQUARE INCH TG - TONGUE & GROOVE W ROOF SHEATHING SPECIFICATIONS: SHINGLE- MIN. 7&", 24/16, APA RATED OSB OR a ) PLYWOOD SHEATHING NAILED w " 0 3 �� , 0.113x2 RING SHANK / NAIL 2x SPF BLOCKING s S ® 6" O.C. EDGE & 6" O.C. FIELD AT GABLE ENDS $ER > wU DECREASE EDGE NAIL SPACING TO 4" O.C. WITHIN 4'-0" RIPPED TO FIT BEAM: H1OF OR H12F. '/z" CDx PLYWOOD 2x4 OR 2x6 2xgWITH GAP SHOWN CONVENTIONAL CONVENTIONAL 2x6 SYP#2 BLOCKING BETWEEN FLITCH. FASTEN w CONSTRUCTION ADHESIVE AND NAILED. zOF ROOF EDGE). STRAPPING IF FULL STRAPPING IF FULL 2x6 SYP#2 NAILER EA. 1RUSS. FASTEN TO TOP 1'/2" 1'/2"L ROOF SHEATHING I HEIGHT ANCHORING HEIGHT ANCHORING FASTENED 10 TOP PLATE w/ 10d ® 4" O.C. 2 P Y BEAM. 3 PLY BEAM. (3) ROW OF 104 wry TJX - MIN. 15/32" 32/16, APA RAZED PLYWOOD 2x4x8'-0"Ig SPF#2 HORIZONTAL SYSTEM IS NOT (USED. SYSTEM IS NOT USED. PLATE w/ tOd ® 3" O.C. `- NAILS ® 8" O.C. °SHEATHING, NAILED w/ 0.113x2" RING SHANK ® 6" O.C. ' PRE-ENGINEERED WOOD FLATWISE ® 48" O.C. FASTENED STAGGERED Uj EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE ROOF TRUSSES. (2) ROWS 16A /"1wI I (3} ROWS 164 V /HING MAY TO EACH TRUSS BOTTOM CHORD FLOOR SHEATIIG ,,,, COMMOPr WIRE\ .4 COMMON WIRENAIL SPACING TO 4" O.C. WITHIN 4'-0" OF ROOF EDGE . ATE AT SEE SPECIFICATI � a • r ■�■ UPLIFT CONNECTOR TOP OF DBL. TOP w/ 3-0.131x3" NAILS I I a AT-1"4" O.C. AT 12" U.C. PLATE. _BECOW •n EA. SIDE. 2x4 MEMBERS: > Ln I I EA. SUE: \ \ �� I I (1) ROW OF 1 Od z H - FLOOR TR » EEL < 1 0 ussEs ° W NAILS OR I PORCH SHEATHING, 6 O.C. JOIST. DRYWALL CEILING AND ( I CONT. RIBBON SEE SPECIFICATIONS STAGGERED O AT PART. ENCLOSED i i BOARD (TYP) BELOW 3 " 1 / WIDE MULTI-PLY LVL 2x6 MEMBERS: BUILDINGS, BOTTOM d T I CHORD BRACING PER SEE LEFT I w I HEADER & SUPPORT 4 PLY PARALLAM (2) ROW OF 10d •••L� TRUSS ENGINEERING. FOR INFO. --- ---- I l POST, PER PLAN. BEAM. PSL BEAM, NAILS ® 4" O.C. NOT SHOWN I FLOOR TRUSS S I (3) ROWS s/e"0 PER PLAN. STAGGERED U HEX HEAD THRU W I I QUICK TIE CEILING LINE 1 OR J01 I = BOLTS w HEX /1 --- I ANCHORING SYSTEM N _/ NUTS & WASHERS I. TYP. CONNECTION AT STUD I j' PERMINANT SEE 2/SOA L-- -J I I AT 24" O.C. COLUMNS, JACK-TO-KING � P TRUSS BRACING WALL FRAMING PARALLEL PERPENDICULAR HEADER ASSEMBLIES, CORNER POST, ETC. BY OTHER TYPICAL CONNECTION TO WALL TO WALL M z WALL FRAMING (2) ROWS 5/6"0 HEX 2. SPECIFIED NAILING REQUIRED FOR EXTEND SHEATHING VERT., HEAD THRU BOLTS TO TOP of TRUSS AS SHOWN. PARALLEL PERPENDICULAR EVERY PLY IN ADDITION TO (2) PLYS ( /'� O BLOCKING AT ALL WWALL SHEATHING PROVIDE 2x4 BLOCKING PORCH SHEATHING SPECIFICATIONS: w/ HEX NUTS & L J SHEATHING JOINTS: SPECIFICATIONS: AT HORIZONTAL JOINTS. '/z" GYPSUM (WATER PROOF) GREEN BOARD, w/ 5d COOLER NAILS ® 6" O.C. EDGE & FIELD )WASHERS ® 24" O.C. 2x4 FLAT WISE. FASTEN MIN. 7/ ", 24/16, FLOOR SHEATHING SPECIFICATIONS 3/8" (OR GREATER) OSB OR PLYWOOD, w/ 8d COMMON NAILS 0 6" O.C. EDGE AND FIELDCP INTERIOR BEARING WALL EACH END WITH 2-10d 16 HEEL > 1'-0" 1 �� TOENAILS. ONLY REQUIRED STRUCTURAL 1 APA RATED 23/32" T&G OSB OR PLYWOOD SHEATHING, GLUE AND 3 �� WIDEN MULTI-PLY PARALLAM BEAM O SEE PLAN FOR STUD SIZE OSB OR PLYWOOD NAIL WITH 104 COMMON ® 6" O.C. EDGE & FIELD ce I AND O.C. SPACING. AT SHEATHING JOINTS FOR SHEATHING, FASTENED w 8d LU, ' EXTERIOR WALLS AND / `+�+ SHEARWALLS ® 6' O.C. EDGE AND 6" O.C. 2 ROOF TRUSS CONNECTION FIELD. FOR WALLS w/ 3 FLOOR TRUSS AT WALL FRAMING 4 PORCH SHEATHING CONNECTION 5 BUILT-UP MEMBER FASTENING I FLOOR SHEATHING: STUCCO FINISH, INSTALL 50.0 S0.0 7/16" STRUCTURAL 1 APA S0.0 23/32" T&G OSB OR 50.0 . PLYWOOD SHEATHING, RATED SHEATHING (32/16 CONTINUOUS BLOCKING GLUE & NAIL w/ 10d SPAN RATING) w/ THE LONG WITHIN FLOOR SYSTEM COMMON IID 6" O.C. DIMENSION PERPENDICULAR WHERE POST IS ABOVE. EDGE AND FIELD TO THE WALL STUDS __ �■ r - � � THE THREADED ROD ANCHORING SYSTEM SHALL CONSIST OF %"0 TYPICAL TOP PLATE NAI ING• / A307 THREADED RODS, ORIENTED VERTICALLY AND ATTACHED TO ILL I I 2 SPLICE* FASTEN ALL TOP PLATES / \ THE FOUNDATION AND TO THE UPPERMOST PLATE. COUPLERS MAY ILL I I TYPICAL STUD NAIUNG:0.131x3" END NAILS: TYPICAL HEADER NA_IUNG:0.131X3" TOE NAILS 8-16d OR 12 0.131"0x3" TOGETHER w/ (3) ROWS / BE USED IN CASES WHERE ONE CONTINUOUS ROD IS UNFEASIBLE. (2) 0 2x4, (3) ® 2x6, (4) ® 2xo. 2X6, 2x8 = 5 NAILS / \ / RODS ARE TO BE INSTALLED AS INDICATED ON PLAN WITH A F 15SEE I I O OF .131x3 ® 12" O.C. STAGGARD. SHEATHING CONNECTION 4 I I I 6"MAX. 6"MAX. SYP#2 DBL. 9" LVL, 11" LVL, 2x10, 2x12 = (7) NAILS / A LA MAXIMUM SPACING OF 6'-8". PROVIDE A 2"x2"x1(a" WASHER FOR 3¢" I I I TOP PLATE 14" LVL, 14" LVL = (9) NAILS SYP#2 HEADER, 4'-0" IN. I 1 \\ RODS AND 3"x3"x Y4" WASHER FOR %" RODS. FASTEN WITH A NUT FASTEN ROOF TRUSS PER PLANS I AND ALLOW AT LEAST 3 THREADS TO EXTEND ABOVE TIGHTENED w/ UPLIFT CONN. LONGNUT. (TYPICAL) L -- _j ENOUGH TO ENGAGE STUDS. (2) ROWS OF / STEEL COUPLER AT ALL PLATE PENETRATIONS, PROVIDE A HOLE IN THE PLATEDESIGN IF HIGH SIDE OF WALL 8d COMM011` (OPTIONAL, LOCATE LARGER THEN THE DIAMETER OF THE THREADED ROD USED. THE SEE 3/S0.0 IS A SHEARWALL THREADED ROD /�2/S0.0 NAILS ® 6" O.C. � i AS NEEDED) ROD SHALL BE INSTALLED APPROXIMATELY CENTERED WITHIN HOLE. CRITERIA , INSTALL ADDITIONAL TO TOP PLATE. RODS MAY BE SLANTED FROM TRUE VERTICAL BY A MAXIMUM OF 2 INTERIOR BEARING FULL HT ANCHORS. STAGGER NAILS INCHES IN 10 FEET TO AVOID CONFLICTS WITH FLOOR AND WALL FOR SIZE __ ___ ______ BETWEEN ROWS. FRAMING. THE NUT ABOVE 7W UPPERMOST KATE SHALL BE ONE-HALF TURN OF A STANDARD WRENCH (APPROMMATELY 30 AND BLOCKING AT ALL AND O.C. SIZE -- --_ ------ WALL SHEATHING CURED OVER THE WASHER TO A SNUG-TIGHT CONDITION PLUS -- --- N11 --- 2x4 FLAT WISE. FASTEN WALL SHEATHING GENERAL SPECIFICATIONS: i � ft.-lbs. OF TORQUE). DUE TO SFNiNVKAGE AND OOMPRESSION OF EACH END WITH 2-104 IF HIGH SIDE OF F HIGH SIDE OF WALL DROPPED HEAD /� �\ ROD EMBEDMENT WILDING: CONTRACTOR SHALL RE-TIGHTEN NUT TO 30 ft-lb& OF TOENAILS. ONLY MIN. /15" 24/16, WALL ISAROUGH DROPPED HEAD / \ TORQUE AFTER ALL TRADES ARE COMPLETE AND PRIOR TO REQUIRED AT SHEATHING STRUCTURAL 1 APA RATED S A SHEARWALL, INSTALL MINIMUM FASTENER E.E. MONOLITHIC: 6" JOINTS FOR EXTERIOR BLOCKING AT ALL SHEARWALL OPENING OR SILL PLATES INSULATION. FURTHER IT IS THE CONTRACTORS RESPONSI6�ITY To NOTES OSB OR PLYWOOD DBL. 2x BLOCKING IN / STEM WALL: 8" SHEATHING JOINTS: FASTEN (2) FIRST 2 S c 4'-4" (1)2x4 SPF INSURE THAT THE ROD NUTS MAINTAIN THIS TIGHTENING AFTER WALLS AND 2x4 FLAT WISE. FASTEN SHEATHING, FASTENED w/ 8d MSTA36 AT ( ) STUDS SPACES /2 (4)124 TOE NAILS '/ \, DRYWALL IS INSTALLED AND THE BWLDING IS READY FOR SHEARWALLS EACH END WITH 2-10 O 6" O.C. EDGE AND 6" O.C. INSIDE FACE c s'-a" (2)2xa SPF 2 (t)A34 + (2)124 TOE NAILS 1 OCCUPANCY TOENAILS. ONLY REQUIRED FIELD. FOR WALLS w/ OF SHEARWALL I I c 8'-4" (3)2x4 SYP #2 (1)A34 + (6)12d TOE NAILS FLOOR DO NOT SCALE DIMENSIONS FROM FULL HEIGHT ANCHORING 1 1 FRAMING THESE DRAWINGS.IF A DIMENSION 6 STUCCO FINISH, INSTALL OR BEND AROUND c 12'-0" (3)2x6 SYP I/2 (2)A35 + (6)12d TOE NAILS SYSTEM, PER PLAN EPDXY ANCHORING: ALL THREADED RODS SHALL BE DRILLED AND UNCLEAR REFER TO THE AT SHEATHING JOINTS FOR JACK AND KING STUDS, \ EXTERIOR WALLS AND 7/16" STRUCTURAL 1 APA ENDS AT 2" MIN. EPDXY ANCHORED. PROVIDE A MINIMUM EDGE DISTANCE (MEASURE ARCHITECTURAL DRAWINGS OR SHEARWALLS RATED SHEATHING (32/16 NON-SHEARWALL. PER HEADER SCHEDULE \\ AN \ FOUNDATION FROM CENTERLINE OF ROD TO EDGE OF SLAB) OF 2" FOR 2x4 cONTACTTHEEo.R SPAN RATING) w/ THE LONG I I ROUGH OPENING PER PLAN TYPICAL SOI F PLATE NAI IWr:• \ / CHOKING / \ FRAMING AND 3" FOR 2x6 FRAMING. PROVIDE 6" OF EMBEDMENT SEE DETAILS SEE DETAILS DIMENSION PERPENDICULAR 0.131x3" TOE NAILS: \ / FOR MONOLITHIC CONCRETE AND 8" EMBEDMENT FOR STEMWALL, PLAN NAME ON S1.0 ON S1.0 - TO THE WALL STUDS PT. SYP#2 (3) ® 2x4, (4) ® 2x6, (5) ® 2x8. \ / R CMU, AND ICF INSTALLATIONS. SOLE PLATE SILL PLATES --- \\ �/ (O'FERNANDEZ RESIDENCE F--- --1 r--- - -, F--- -� DESIGN/DRAWN/CHECKED WALL SHEATHING TO SOLE PLATE it F HEIGHT S CTI CS A013 LAP I I I 1 I i RAISE '/4" FROM BOTTOM OF ,.. w FOUNDATION, SEE PLAN _»,� DATE SOLE PLAN AND FASTEN w/sd ® FULL HEIGHT ANCHOR INSTALLATI CHART 09.24.2013 I I I I I I 3" O.C. EQUALLY SPACED SOLE PLATE ANCHORS BETWEEN: '/z"O x 6" LG (MIN 3j" EMBED.) » ------J L--------JJ CONTROL NO. WINDOWS < 4'-4" - (1) ANCHOR THREADED ROD ANCHOR BOLT 8 '/z FROM SOLE FULL HT. TOP PLATE SILL PLATE CONCRETE WASHER EMBEDMENT EDGE rt WINDOWS < 8'-4" - (2) ANCHORS DRILLED & EPDXY w/ 2"0 x d" MAX. MIN' PLATE BREAK ANCHOR HOLE HOLE HOLE SPEC. DEPTH DISTANCE FILE �a I �� 6250 WINDOWS d2'-4" - (3) ANCHORS PLATE WASHER FULL HT. 3/e" ROD 5/e"0 '/2"0 '/z"0 2x2x'/a" 4" 8" 2* 3~ p V ANCHOR t 5" " 5 5 .- ' » - -, » " " TRUSS ID. /5" ROD 1/0 0 /"0 /4 0�x 6 12" 2" 3" .. .:. . N/A 0 /4 5 3/4 0 5/ "0 3x3x'/4 6 12 2 3 �D FOR COD LPA NO. SINGLE STORY MULTY STORY 1. USE SPF#2 OR BETTER FOR ALL WALLS. MONO STEM MONO STEM ,�;C 2. ALL WALLS SHALL BE BALLOON FRAMED FULL HEIGHT TO ROOF CITYOFAT OMPLUNC FLNT-13-00368 OR FLOOR BEARING ELEVATION, U.O.N. ON PLAN. LANnCBEACH SHEET SEE PERMITS FOR ADDITIONAL 1 TYP. WALL SECTIONS 6 TYPICAL WALL FRAMING 7 FULL HEIGHT THREADED ROO' ANCHORING SYSTEM REQ�REMENTSAND CONDITIONS. WED BY: SOD so.o so.o so.o REVIEWED DATE: 7�, SHEET 1 OF 8 i 8 x 8" BOND BEAM w/ 1-#5 CONT. PROVIDE WALL FRAMING Lou P o n t i g o a n d CORNER BARS (TYPICAL) \ ° 1 Associates, Inc. (1)#4 MIN. CONTINUOUS, PROVIDE - BRICK VENEER IS 1 I CORNER BARS (TYPICAL) 51.0 420 Osceola Avenue X ; ! r - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - , lax. Beach, Florida 32250 ACCEPTABLE WITHOUT a MONO SLAB FOOTING AT PORCHES, -- Ph.242-0908 Fax.241-9557 INCREASE OF FOOTING 2 WHEN SPECIFIED ON PLAN. ' SIZE. :r �� ---- --- --=-- ---- ------ - _---------- FL:CA#8344 SC:CA#3579 0 P9 • I _ ... � _ - � - -+- - - - - - - - - N SLAB ON GRADE, _______ �_______ - - - - - - - - - - - CONTACT US WITH YOU0.COMMENTS TOP OF FOOTING SEE PLAN. GARAGE QM DETML j �\ I - J r GRADE OR CONIC. ' AT WALLS GREATER THEN I I I L I I CV ��� SLAB, SEE PLAN. \/� 4'-0- HIGH, NOTIFY E.O.R. I F2 5 I I I �fi ``�0 5 (� STEMWALL REINFORCEMENT --\\ FOR TEMPORARY BRACING i I I fV �WJ�•��.......... /C •,,4 a LAYOUT PLAN AND / I I I I I ( (31 v \ S�•.• Q . ,� CMU REINFORCING ,�' '%\�i, PERMANENT LATERAL I I I 1 C7 r ��\ N COURSES \\'\ SUPPORT DETAIL. It 1 TO 6 #4 VERT. 048"O.C. 12 - 7 -5 20 -2 \ s1.o No.6331 "=--� M a , IfY III O w i! , n , n � » = N I a 4 \\ a #4 DOWEL TO MATCH °' 0Cn 7 TO 10 #4 VERT. 0 24"0.C. \ ao EXISTING !I "' _____ I`_--_--_--'' STATE WALL REINFORCING. --__ 3 I Ln o 11 TO 12 #4 VERT. 0 8-O.C. / / CONT. CONCRETE FOOTING STRUCTURE I S1.0 I I V' ���•..•,� ��.,•'•�� N t-1 I I R HAVE TRUSS TYPE HORtIZ.SJOINT 0 I 6 I I I ,���s•'•� I�•'•��S���O'r R COURSE.FlLL"CELLS SOLID. » S1.0 3 00 12 d x 24 w w/(3)#4 OR (2)#5 CONT. I I I S1.0 3 I I a SIMILAR AT FRONT AND #3 ® 48" O.C. QS i I L L REVISIONS DAIS REAR PORCHES W/O FRAME ROD CHAIRS (TYP.) F2• F4.0 S1.0 F4.0 WALL ABOVE. CONTRATOR MAY OMIT CHAIR BLOCK & FORM EDGE OF 4" SLAB. STEM WALL AND FOOTING CO R To V IF EX IN - - - 5 L - - - T WA T SE 0 TI S. - _ - _------------ IN x1 I - ! U 8 G U D 111001- EI 0 ED M PI ST H _ 7 A el 4 I D F TI S M I I F2.5 y 2U W. � 3/4" DEEP SAWCUT w/ I I ° _-- ' ' \ FIELD ALTERATION ELASTOMERIC SEALANT SLAB ON GRADE, I / / I \ CONTRACTOR SHALL CONTACT LOU P SEE LAN I _ i PONnGo a AssoclA TES PRIOR TO ! MAKING ANY STRUCTURAL FIELD 26 MODIFICATIONS i FICATbNS WHICH MAY VARY 4-11 I » , „EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW ( 5 - " FROM THE INTENT OF THE ORIGINAL a / i , • ` CONSTRUCTION DOCUMENTS.ANY ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER I , FIELD ALTERNATIONS MADE PRIOR TO _ NOTES: ( S1'� i , BEING APPROVED BY LOU PONTIGO a 1) PROVIDE SAWCUTS TO CREATE IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES ` I « ' ASSOCIATES MAY RESULT IN APPROXIMATE 20' X 20' MAX. SQ. a ADDITIONAL ENGINEERING OR 2) SAWCUT CONCMATE SLAB WITHIN 4 TO THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THE - - S '� jl I INSPECTIONFEFS. it It 12 HOURS of CONC. PLACEMENT. CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OTHER MEASURES NECESSARY 'TO PROTECT THE STRUCTURE AND ANY PERSONNEL �-I- -l- - - - - - - _� „+ ; I 51.0 it DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE I I F3.0 _1 f ;'11 I'll SAWCUT DETAIL RESPONSIBILITY OF THE CONTRACTOR. r C PROVIDE SAW CUTS PER 32 S1.0, BUILDER TO \ �r� Ln WALL FRAMING-\ I COORDINATE WITH FINISH F3.� s1.0 I FLOOR MATERIAL. r / LU 2-#5 CONT. I I I t I I U --- - Uj GRAD, I I I 4 CONCRETE SLAB w/ I FIBERMESH ® 1.5 LBS CU.YD. LU U SEE PLAN. I I / I OF CONCRETE OR 6x6 W1.4xW1.4 F3.0 _ z WWF ON 6MIL VAPOR BARRIER 3 0 48 O.C. I IN PREPARED GRADE. _ I w ROD CHAIRS (TYP.) I I I c0 I I W Z 12"x24" w/(2)#5 CONT. _. "", ` . I I I LLJ I I I I CJ's - r I _ � I I � � BEARING AT INTERIOR I - I J I I z LV F2.5 F2.5 F2.5 / I Q � 5'-7" 12'-Q" 7'-4" BRICK VENEER IS ( ( /I WALL FRAMING ACCEPTABLE WITHOUT I i I I U U w INCREASE OF FOOTING 1 II I I I I Q STEP, SEE I � ❑ I ARCH. PLAN. SLAB ON _ l S1 0 I I 0 / I i I SIM. 1 - ---- GRADE, SEE PLAN. I S1.0 V\_ F2.5 / 4 li I Q - - - - - - - - - - F2. , 51.0 c.n p 3" #3 ® 48" O.C. ` R ' I L------------ ------------ --- I ROD CHAIRS (TYP.) � L - - - i �F2.C1 - -F2.0 J� I I 12"x24" w/(2)#5 CONT. Z - S • Uj MONO. FOOTING AT STEP DOWN 1 I LL _ J 5 POST: 6x6 P.T. SYP#2 z DRILL & EPDXY #4 0 18" C.0 S1.0 POST TO SLAB: ABU66 & BEND DOWN INTO STAIR. 5 �� w/6-16d & 1 ROD R / CONC. STAIRS TO FTG /�\/\\/\\/ SECONDARY POUR (TYPICAL LL DOWELS BEND ( L (2) PLACES) 8" CMU STEMWALL w/ a\ INTO STAIRS. #5 VERT. HOOKED INTO FOUNDATION PLAN FOOTING 0 40" C. a 4" MIN. 1 BEND 2'-0" INTO SLAB \�� t SCALE: 1/4" = 1'-0" (TIP) e e GRADE tea_ L FOUNDATION k PLAN TIP. FTG. EXTEND TIP. FTG 0 WIDTH, SEE STAIRS & PROVIDE DETAIL 1/S1.0 #40 18" C.0 E.W. SYMBOLS LEGEND CONCRETE STAIRS ON GRADE ----- DESIGNATES FOOTING LINE DESIGNATES SAWCUT UNE DO NOT SCALE DIMENSIONS FROM Ya"x6" EPDXY ANCHOR THESE DRAWINGS.IF A DIMENSION IS i UNCLEAR REFER TO THE EXISTING NEW EXISTING NEW ® INTERIOR LOAD BEARING WALL ARCHITECTURALDRAWINGSWINGsoR V' , i CONTACT THE EO.R OR- 2x8 P.T. SYP#2 LEDGER w/ / PLAN NAME DESIGNATES SLAP RECESS 1 / 4x7" EPDXY ANCHOR e 16" O.C. (TYP) ---- BEAM OR TRUSS, SEE PLAN FOOTING SCHEDULE AND NOTES FERNANDEZ RESIDENCE -- SLAB ON GRADE, SLAB ON GRADE, DESIGN/DRAWN/CHECKED SEE PLAN. " C•J• SEE PLAN. " A307 DIAMETER FULL HEIGHT TYPE LENGTH WIDTH DEPTH BOTTOM BARS CS AOB LAP ® THREADED ROD, SEE DETAIL 7/S0.0 F2.0 2'-0" 2'-0" 1'-0" 3-#5 EA. WAY BOT. DATE EXISTING FLOOR EXISTING CONC. 8" CMU STEM WALL, SLAB TO REMAIN 8" CMU STEM WALL, F2.5 2'-6" 2'-6" 1'-0" 3-#5 EA. WAY BOT. 09.24.2013 SYSTEM TO REMAIN %" A307 DIAMETER FULL HEIGHT » „ SEE 1/S1.0 FOR INFO. SEE 1/S1.0 FOR INFO. ® THREADED ROD, SEE DETAIL 7/SO.0 F3.0 3'-0 3-0 11-0. 3-#5 EA. WAY BOT. CONTROL NO. SIMPSON WS28 EA. FLOOR JOIST /r F3.5 3'-6" 3'-6" 1'-0" 4-#5 EA. WAY BOT. 6250 � ! �' ' 3(j" A307 DIAMETER THREADED ROD F4.0 4'-0" 4'-O" 1'-0" 4- 5 EA. WAY BOT. TRUSS ID. -- --- _� --� �- -� -� ® TERMINATES AT FIRST FLOOR TOP = -- - -� I PLATE, SEE DETAIL 7/SO.O F4.5 4'-6" 4'-6" 1'-0" 4-#5 EA. WAY BOT. N/A 1 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE LPA NO. n a ` A307 DIAMETER THREADED ROD FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EMBEDS, • a• TYPICAL HOUSE FOOLING <• ^! TYPICAL HOUSE FOOTING TERMINATES AT FIRST FLOOR TOP STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN FOR FLNT-13-00368 REINFORCING SHALL RUN REINFORCING SHALL RUN PLATE, SEE DETAIL 7/S0.0 REFERENCE ONLY. SHEET CONTINUOIS THROUGHOUT CON11NUOIS THROUGHOUT (TYP) SEE 1/S1.0. (TYP) SEE 1/S1.0. LSTA12 12` LONG LIGHT GAUGE STRAP 2. FTGS. & FND. SHALL BE IN ACCORDANCE w/ LOCAL BUILDING CODES. EXISTING FLOOR CONN. TO NEW STEMWALL SECTION AT EXISTING PORCH SLAB FASTEN 10°d COMMONS AND STUD 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 959 MODIFIED SLO PROCTOR IN ACCORDANCE WITH ASTM D 1557. SHEET 2 OF$ z" PLYWOOD SHIM STRIP AS REQUIRED FLOOR SHEATHING 2x_ SYP#2 PLATE RIPPED TO PER CONSTRUCTION MATCH WIDTH OF STEEL BEAM. ( P ,1 SPECIFICATIONS. FASTEN w/ 2 ROWS '/,"0 CARRIAGE 2x8 SYP#2 BOLTS O 12" O.C. STAGGERED. FLOOR JOIST 0 24" O.C. (2)2x6 SYP#2 POST POST FROM ABOVE 2x8 RIMBOARD 16" DEEP FLOOR2) 6 F P T SW NAILING: T THIS END OF STRAP TO BEAM SW NAILING: Lou Pontigo and TRUSS AT THI E0 FLOOR BEAM BM05 w/4-CS16 STRAPS 8d®3 /6 8dO3"/6" Associates, Inc. FL R EA B 6 PROVIDE SOLID BLOCKING AT 420 Osceola Avenue LUS SI SIMPSON TOP MOUN FLOOR SYSTEM. )ax. [leach, Florida 32250 S28 (2)2x8-1/1 HANGER THA422 Ph. 242-0908 Fax.241-9557 •• FL:CA#8344 SC:CA#3579 BEARING WALL,-/- STEEL BEAM — _._ 5 i 5 •• 5 Z SEE PLAN _ _-__-__! (3)1.75x14.0 1.9E LVL-2/2 CONTACT US WITH YOUR COMMENTS — PROVIDE SOLID 2x_ SYP#2 OR POST FROM A$QVE I Z J \ LVL NAILER CUT To FIT INSIDE ST I J \ z z ao ® m COMMENTS @ lP•A.COM BEAM FLANGES AS SHOWN. FASTEN _ TO STEEL BEAM w/ 4- / w4-C S16 STRAPS/,"0 A325 NI I III � I � N THRU BOLTS w/ WASHERS. I III PROVIDE SOLID I 00 STEEL BEAM CONN. DETAIL BLOCKING ATI a, J,.•••C '••..�G�4 FL N POST TO MATCH POST O �;.•' �'� `�F M v FROM ABOVE. PROVIDE SOLID N No.5331 _ N r o I 0111 ° N I BLOCKING WITHIN FLOOR v W * a M ° 11 - _ SYSTEM EXISTING x oo - o I a °° m 111 '` s, ! N I t/1 ------- ------ -- N IN PORCH STRUCTURE m _ 3J�"x7 PSL + 2x4 N sip°••� ATE O ••.•�•:��, - DBL. TOP HEADER, •••.��.ro�• PLATE SEE PLAN. SYP#2 BUILT POST 5Y4 x7 PSL + 2x6 �, ,r�s•�ORIOP!UNFI,` NI 41,Fuz , AT THIS END OF SYP#2 BUILT POST 2PNA1. NOSB WALL NI AT THIS END OF LU STEEL BEAM W14x43, II SHEATHING. I J 1 5 STEEL BEAM W14x43 a �0 DATE 2)1.75x9.25 I ¢ ® SEE 3/S1.1 FOR CONN. sl.l _ SEE 3/S1.1 FOR CONN. 8-GUN NAILS I 1 zz 9E LVL-2 2 (2)2x8-1/1 I .o / I "a STEEL BEAM W1 4x43 o ----------- - ---- - ►� a MIN. (2)2x4 SW NAILING _ - - ___________= Z � WOOD BELOW. 8d03"/6- Go I 1 N & (1) ADJ. (2)2x8-1/ PORCH HEADER. (2)2x4 P#2 POST HEADER. TYPICAL PORCH BEAM FASTEN T OF WALL FLOORAT IS U OF M BMO _ _-___---_- FRAMING/CONNECTION )1. x9. 1.9 Lv \ PER DE All 1.1. _ ©{ &QVE a, FIELD ALTERATION / ' STRAP TO BEAFrk,;.,\ �� CONTRACTOR SHALL CONTACT LOU `�\ In PONTIGO a ASSOCIATES PRIOR TO \ SEE 2/S1.1 \ w/4-CS16 STRAP,, „ o , LL.I MAKING ANY STRUCTURAL FIELD FRAME WALL ABOVE, FOR BEAM CONN. „ PROVIDE SOLID Z MODIFICATIONS WHICH INTENTOFTHEMAY VARY ii � �� .� � ~ FROM THE INTENT OF THE ORIGINAL BLOCKING AT (n CONSTRUCTION DOCU11AENTS.ANY (39- WALLFLOOR SYSTEM. FIELD ALTERNATIONS MADE PRIOR TO 5 w N BEING APPROVED BY LOU PONTIGO a PROVIDE WOOD BLOCKING IN EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW 2 1 75x9 S ATHING. ; ; Lij ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR STEEL BEAM FOR NAILING OF ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES AND NOTIFY ENGINEER ( ) 1 V) °- INSPECTION FEES. _ 1.9E LVL-2 2 v� WALL SHEATHING. ' Z _ �� � co IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES �_ Q _j -----r r— -------- I cv JQ 0X0 THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL FIELD CONDITIONS. THEQ q N 3: C,4 CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER z - » ��• »' ,' (2)2x_ SYP#2 SUCH ITEMS OR OTHER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL 300 8d®3 /6 u,.�` w = V DBL TOP N III POST FROM ABOVE J C PLATE DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE 5 W1 4x43 RESPONSIBILITY OF THE CONTRACTOR. III STRAP TO BEAM - v STEEL BEAM w/4-CS16 STRAPS PROVIDE 4-%*x6" LONG LAG BUILT POST, N PROVIDE SOLID FASTEN TOP OF WALL SCREWS (2 EA. SIDE, IN SEE PLAN BLOCKING ATw PER DETAIL 4/S1.1. \_ �° PRE-DRILLED HOLES) TO SECURE I 111O 0FLOOR SYSTEM. 1 STEEL BEAM TO TOP PLATE CURVED WALL SPECIFICATION U �.LN AND BUILT POST .Nx. 111 m STEEL BEAM TO WOOD POST CONN. SHALL BE CONSTRUCTED OF 2x6 SPF#2 STUDS AT 12"o.c SHEATHED WITH (2) LAYERS OF 3/$" CDX (2)2x6 SYP#2 POST LU U PLYWOOD INSTALLED WITH THE STRONG AXIS VERTICALLY ON BOTH THE INTERIOR AND EXTERIOR T THIS END OF ce D Z SURFACES OF THE WALL. FASTENING SHALL BE WITH 8d COMMON WIRE NAILS ® 6"o.c EDGE AND 6 1. III it FLOOR BEAM BM03 i w FIELD. HEADERS SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" DEEP GLUED AND NAILED. J � 5 III '_'` to W 2: /is» OSB PANEL �.,... ,, N FASTEN PERIMETER Z 4 Ln W 4 V , WITH 8d �C 5 (2)1.75x11.88 1.9E LVL-2/2 ® 4 O.C. .� 3: (2)2x12-1/2 FLOOR 00 / Q w CONTRACTOR MAY USE A THIS LEVEL ARE: (2)1.75x11.88 Ce TRUSS M O EE 2 S1.1 �. 1Y4" TIMBERSTRAND RIM CONSTRUCTED OF 2x6 ALL EXTERIOR WALLS AT 1.9E LVL-2/2 POST FROM ABOVE III STRAP TO BEAM / BOARD AS AN ALTERNATE \4OR BEAM CONN. � TO THE OSB BLOCKING SPF#2 ® 16" O.C. WALL III w/4-CS16 STRAPS mil � ��.� PANEL FASTEN TO FRAMING FRAMING (U.O.N.), THIS � PROVIDE SOLID �� 1 W ALL AROUND w/8-12d 00 WALL FRAMING COMPLIES o�lI BLOCKING AT (3)2x6 SPF#2 POST TOENAILS WITH DEFLECTION CRITERIA. U�C4 m FLOOR SYSTEM. AT THIS END OF X W III FLOOR BEAM BM04 `� IlSPF#2 ALL AROUND. SIMPSON II� z FASTEN TO TRUSSES HGU3.63-SDS I� r, AND TOP PLATE WITH N .. 1 10d COMMONS @ 4" O.C. (2)2x8-1/1 (2)2x8-1/1 5 O S1.1 / 1 —_ —_ —_ —_ Z Cp OSB BLOCKING � - SHEARWALL 3 1.75x11.88 1 kgjm 5-- _6z — — — O 00 PANEL SHEATHING. SW NAILING: 1.9E LVL-2 2SW NAIL NG• (2) xs-1/2 (2)2x12 U �`' j SHEARWALL ATTACHMENT 8d®3 /6 1..` � 10 8d®3»/599 POST FROM AB VE -POST: 6x6 P.T. SYP#2 STRAP TO BEAM BEAM TO POST: 3X2"x7 PSL POST w/4—CS16 STRAPS MS24 w/9-10d EACH END AT THIS NODE OF SEE 2/S1. PROVIDE SOLID BEAM TO WALL FRAMING: FLOOR BEAM BM04 FOR BEAM CONN.- BLOCKING AT SEE DETAIL 6/S1.1. J EXTEND WALL SHEATHING FLOOR SYSTEM. (TYPICAL (2) PLACES) FULL HEIGHT AND LAP OVER I BOTTOM BEAM. FIRST FLOOR FRAMING PLAN s FLOOR SHEATHING SMALL EYEBROW SCALE: 1/4" = 1'-0" TRUSSES FRAMING NOTES: 12d TO S 1. FOR TYPICAL WALL FRAMING, SEE DETAIL 6/SO.0. ® 8"0.C. 2. ALL BUILT-UP POST, HEADERS & BEAMS SHALL BEE IST FLOOR FASTENED PER 5/SO.0. FRAMING FLOOR TRUSS LTP4 m 8" O.C. SYMBOLS LEGEND PLAN 1�4" THICK LVL BLOCKING BETWEEN SMALL EYEBROW EXT. SHEARWALL NATES SHEARWALL. THE HIDDEN TRUSSES. FASTEN AT WALL '--------- LINE DESIGNATES SIDE OF WALL THE w/2-12d 0 4" O.C. Sw SHEARWALL SHEATHING TO BE APPLIED. NAILING: 8d O 3/6 DESIGNATES 8d COMMONS 0 6' 3" O.C. EDGE & 6" O.C. "IN THE DO NOT SCALE DIMENSIONS FROM SHEARWALL CONN AT EYEBROW TRUSS FIELD" THESE DRAWINGS.IF A DIMENSION 5 UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR DESIGNATES THE HEADER SIZE AND CONTACT THE FOR (2)2x8-1/2 NUMBER OF PLYS DESINATES NUMBER, HEADER SIZE & JACK/KING STUDS PLAN NAME ---- BEAM OR TRUSS, SEE PLAN FERNANDEZ RESIDENCE DESIGN/DRAWN/CHECKED " A307 DIAMETER FULL HEIGHT CS AOB LAP THREADED ROD, SEE DETAIL 7/SO.0 DATE X5 " A307 DIAMETER FULL HEIGHT 09 CONT NO. 13 EADED ROD, SEE DETAIL 7/S0.0 CONTROL THR 6250 %" A307 DIAMETER THREADED ROD TRUSS ID. ® TERMINATES AT FIRST FLOOR TOP PLATE. SEE DETAIL 7/SO.0 N/A " A307 DIAMETER THREADED ROD LPA NO. J� j ) TERMINATES AT FIRST FLOOR TOP FLNT-13-00368 `95 PLATE, SEE DETAIL 7/SO.0 SHEET LSTA12 12" LONG LIGHT GAUGE STRAP S101 FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMONS I. /. iI SHEET 3 OF 8 Lou Pontigo and Associates, Inc. 420 Osceola Avenue lax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL:CA#8344 SC:CA#3579 CONTACT US WITH YOUR COMMENTS m COMMENTS @ LP-A.COM 0 _ct N01011 P 0 0. So.0 M No.5331 N � M c.� * * O - - - STATE OFLU I ss IZ iq NM11111SI", r_ O LO REVISIONS DATE C:) O 3 1z k m So.O co /L/ Z M C7 !M 1 M M Nr d b- d d 'I d O O O O __G3____; -'1;0 1 O O O O O O O O O O m LL LL LL ---LL---J LL--- -- 'tt LL LL LL LL LL LL LL LL LL LL LL LL LL �A -� z Y z 7 00— FIELD ALTERATION '�� '�� S 1 CONTRACTOR SHALL CONTACT LOU PONTIGO 6 ASSOCIATES PRIOR TO �, , MAKING ANY STRUCTURAL FIELD ---- MODIFICATIONS WHICH MAY VARY KA IIJ- ____________ _ FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY FIELD ALTERNATIONS--BEAM Wfi ADE PRJOR.TO BEING APPROVED BY LOU PONTIGO S ASSOCIATES MAY RESULT IN �J ADDITIONAL ENGINEERING OR INSPECTION FEES. _ O r+ LL LL i \ 1 3i \ / i 3Ln so.o 0 LL! U w EXISTING STRUCTURES ARE SHOWN ON DRAWINGS FOR CLARITY ONLY. VERIFY ALL EXISTING/NEW w U SII ELEVATIONS AND TYPE OF CONSTRUCTION OF THOSE STRUCTURES, AND NOTIFY ENGINEER IMMEDIATELY BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES L f FIELD CONDITIONS. THE ' THAT MIGHT EXIST BETWEEN CONSTRUCTION DOCUMENTS AND/OR ACTUAL � � w i CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRA CING SHORING , TEMPORARY SUPPORTS AND OTHER W W S ❑ .:.� �CH ITEMS OR OTHER MEASURES NECESSARY ARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. THE DESIGN ADEQUACY AND SAFETY OF ABOVE ITEMS ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. W ' N N FLOOR BEAM SCHEDULE U_ N MARK SIZE WOOD GR. LENGTH PLY U » » t » 3 [` Imo- [`. r [~ I` 00 00 O O W BM01 1% x16 LVL 10 -6 2 O O LL O O o O O Q S0.0 I.L LL LL Li LL LL LL LL LL LL LL o ti ❑ BM02 1-Y4x16 LVL 141-6)$ 3 �.j..� iL..L 2 z BM03 13/4 x16. LVL 17"-0)$ til til BM04 13/"x18" LVL 22'-6" 2 4 BM05 13/4»x16" LVL 14'-0" 2 0 BM06 13/"x16" LVL 12'-6" 2 ro Cp 4 O BM07 13/4"x16" LVL 6'-0" 2 2E i' , a00 1001 BM08 13/4,x16" LVL 3'-0" 2 w N N LL UI LL I-L / LL Ep ��P o M04 - - - - LL. INS Fft N v A 3 N cn g S0.0 N N Iv i FIRST FLOOR TRUSS FIRST FLOOR TRUS Et BEAM PLAN BEAM PLAN SCALE: 3/4"=1'-0" N OTE: DO NOT SCALE DIMENSIONS FROM 1. FASTEN ROOF TRUSS TO TOP PLATE / 2-12d TOENAILS AND THESEDRAWINGS.IFADNAENSIONS UNCLEAR REFER TO THE UPLIFT CONNECTOR, SEE PLAN. ARCHITECTURAL THE OR CONTACT THE EO.R , PLAN NAME FERNANDEZ RESIDENCE SYMBOLS LEGEND DESIGN/DRAWN/CHECKED CS AOB LAP H2.5T DESIGNATES UPLIFT CONNECTION. DATE 09.24.2013 FRAMING PLAN NOTES: CONTROL NO. 1. FOR TYPICAL ROOF SHEATHING AND FRAMING. SEE 6250 SHEET SO.O. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. TRUSS ID. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 5= N/A 4. WHEN USING (2)H2.5T CLIPS ON 1'/z" WIDE LUMBER, LPA NO. PLACE CUPS DIAGONALLY ACROSS DOUBLE TOP PLATE " FROM EACH OTHER. FLNT-13-00368 SHEET S1 .2 SHEET 4 OF 8 i i 2x4 WOOD BLOCKING FASTEN EA. END w/ 2-12d TOENAILS STUD WALL, SEE PLAN CONT. 2x8 RIM BOARD (TYP) ------rn-�--- \\\\=----� Lou P o n t i g o and ' \ I• Associates, Inc. �CANTILIVER 2x8 OUTRIGGER ADJ. TO EA. VARIES FLOOR TRUSS ATTACH w/12d 420 Osceola Avenue PRE-ENGINEERED W1404 STEEL BEAM ATMATOP, BOT. ANDON NAILS 0 4"WE S Jax. Beach, Florida 32250 FLOOR TRUSS Ph.242-0908 Fax.241-9557 FL:CA#8344 SO CA#3579 PROVIDE SOLID 2x- SYP#2 OR SIMPSON HGUS28-4 LVL NAILER CUT TO FIT INSIDE CONTACT US WITH YOUR COMMENTS BEAM FLANGES AS SHOWN. FASTEN m COMMENTS @ LF-A.COM TO STEEL BEAM w/ 4-3/4"0 A325 C THRU BOLTS w/ WASHERS. V P OUTRIGGER SECTION SW NAILING: pNi .���°\\J\S•''C,E NS'''T�(' '' A" 8dO3"/6" O ••:� c No. N CONVENTIONAL STRAP WALL TO 4-16d NAILS NOTCH IN UPPER TOP PLATE EXISTING WALL BELOW PER DETAIL 3/S2.0 (3)2x6 SPF#2 POT _ SEE PLAN VIEW '2)2x6 SPF#2 POST , ,o:, STATE OF .:•� FOR ARRANGEMENT T THIS END OF I= �y Q •. j • ,� a` WALL STUD('00 # T BOTH ENDS 0 W N LAP DOUBLE TOP ?s'P °. IC .• P � 2 2x6 SPF#2 POST PLATE AT CORNER O # LOOR BEAM BM12 FLOOR BEAM BM1 � g °y�sS/pNA1.EN��`°\�\�, AT THIS END OF , EXTERIOR WALL STUDS HEADER TO SUPPORT PLY x12 w/(2) '/z" W � (WINDOW NOT SHOWN) MAIN ROOF TRUSSES PLYWOOD FLITCH FLOOR BEAM BM23 (2)2x8-1/1 c� tZ DAZE INSTALL LAST 0 Z - ,% _ i0 (2)2x8-1/1 SIMPSON J a 2x6 --- III GGU5.530-SD HGU5.50-SDS IIII z • - III N ' III ao IN � II . N @qY EF SECTION I I Q Vn13 1 °�o s � _ A I I SND AT I w A 0 W I I 2x4I m X AT THIS P NODE N Cw� SIMPSON N IIII �_ _ 00 MSTA12 CO FLOOR BEA . m x BAY WINDOW 04 Z :2 � III �\�� N RELD ALTERA-nON WING WALL. I v I IM J m v CONTRACTOR SHALL CONTACT LOU • W / PONTI GO$ASSOCIATES PRIOR TO SIMPSON I I U MAKING ANY STRUCTURAL FIELD Hcu410 IIII SIMPSON MODIFICATIONS WHICH MAY VARY • ' N / FROM THE INTENT OF THE ORIGINAL IMPSON HTS30C (2)13'4"x7Y4" \�- - / 0- III 3�{'�x�-P-SL X6 IIII UCQ412-SDS CONSTRUCTgNDOCUMENTS.ANY d Fs C� BU L T FIELD ALT TWIST STRAP. MICROLAM 1.9E LVL. IN ERNATIONS MADE PRIOR TO S P. NAIL TO }- IA AT BOTH END F a Z ` BEING APPROVED BY LOU PONTIGO Q TOP OF BAY WINDOW BOX WINDOW I `O WING WALL & DOWN III tz� J \ ASSOCIATES MAY RESULT IN TO FACE OF DOUBLE PROVIDE SHORING UNTIL NOTCH BOTTOM OF (3)2x12'S SEE DETAIL N STEEL BEAM W14 4 �., Q ADDITIONAL ENGINEERING OR WALL STUD ADJACENT ALL FRAMING IS COMPLETE, TO 5'/Z" AT BASE TO FIT - - BM 15 — = Z INSPECTION FEES. 2 S2.0 SEE 3/S1.1 FOR N TO WING WALL FRAMING INCLUDING ROOF WITHIN 2x6 WALLS. / (ONE EACH SIDE). N (2)2x4 SYP#2 POST 5414 00 ATTACH STUB JOISTS ATTACH BASE OF (3)2x12 AT THIS E OF (2)1.75x M>> N • LAST PLYWOOD Y OOD TO TO WALL w/ JOIST `2 RACAL BEAM ONE NAIL HANGER O / IQ FLOOR BEAM B 3 1.9E LVL-�L OS F BOVE OS FROM AB VE ( IY S O B - EACH SIDE). `S16 T S TRAP TO BE w CS16 STRAP r' BAY WINDOW FRAMING - - 2x6 STUD FRAMING = PROV DE SO I_ WALL STRAPPED BLO KING AlOVIDE SOLID TO FLOOR w/MSTA12 DOUBLE STUD F OR SYST —J FLBL R KIYG Ln y (2)174"x7Y4" PAIN WAIT S to w MICROLAM 1.9E LVL. 0% w (2)SIMPSON LUS26 JOIST 1 O ~ U w HANGER w/ 4-16d %"0 THRU 2x6 O 16" O.C. Q <y w TO HEADER & BOLTS O 16" O.C. N S2.0 Z N 2x6 SYP 2 BLOCKING III W 4-10d TO JOIST. 3-2x12 w 2 ' s BAY WINOOW 2x6 STUD, N � BETWEEN EA. KNEE /( )/ " _� -- j^� \ V) 0- II ® 16" O.C. PLYWOOD FLITCH NAIL TO 2x12'S � III (\ I (n Ce w WALL STUD w/4-12d COMMON WIRE I TOENAILS (TYP) 2x6 O 1 O.C. WALL SHEATHING / � �- / �F J 00 x N X w LU / 0 Q N f9 I A-A SECTION / N N E WALL STUD PLAN VIEW .•. � / F � N w II u NLn BOX-WINDOW DETAIL > I III POST FROM ABOVE = 0� > V) STRAP TO BEAM i D \% Z5, W/4-CS16 STRAPS % D PROVIDE SOLI i ONE-STORY MULTI-STORY FF 2n�d1nLVL KING STUDS (2)1 16.0 I _--- - - - - �} CURVED WALL SPECIFICATION Z II s a = a U ' T 1st LVL FRAMING. Z R 1.9E L -2 2 BM22 � W ROOF U TRuss SHALL BE CONSTRUCTED OF 2x6 SPF#2 STUDS AT 12"o.c SHEATHED WITH (2) J : II r / UPLIFT CONNECTOR 88 Q � � Q CONNECTOR 12nd LVL WALL 3 Z 2 x6 SPF#2 POS C) LAYERS OF /8 CDX PLYWOOD INSTALLED WITH THE STRONG AXIS VERTICALL ( ) # STUDS TO 1st III _ BOTH END SIMPSON PROVIDE SOLID LVL WALL STUDS ON BOTH THE IN fERIOR AND EXTERIOR SURFACES OF THE WALL. FASTENING 'S -- HGU7.25-SD IIII 20 �` OR FRAMING +� III FLO B AM M22 Z BLOC ING BETWEEN SHALL BE WITH 8d COMMON WIRE NAILS ® Cox EDGE AND FIELD. HEADERS II FLOORS. CONNECTOR P T FROM ABOVE SHALL BE CURVED PLYWOOD BEAM MINIMUM OF 24" DEEP GLUED AND NAILE II - = = BM19 TRAP TO BEAM S�� O w -CS16 STRAPS A Ln CONNECTOR AA III PROVIDE SOLID DBL. TOP PLATE OIA IIII M TO WALL STUD. HEADER, SEE PLAN, ALL EXTERIOR WALLS AT CEILING JOIST II BLOCKING AT m IIII o o 0w FRAMING SCHEDULE LE 3 2x4 SYP 2 POST FLOOR SYSTEM. CONNECTOR DD THIS LEVEL ARE: m II O # J\ t 1lUj HEADER To H3 ® 16" O.C. CONSTRUCTED OF 2x6 T THOSE NODES 0 m J ALJ MAXIMUM SPAN Q JACK STUDa 1- JOIST SIMPSON FLOOR BEAM BM09 SIMPSON 3:: J SPF#2 ® 16 O.C. WALL (SYP #2) 024" O.C. ®16" O.C. III rGU5.50-SDS HGU5.50-SD111 aCONNEcMR EE FRAMING (U.O.N.), THISIIII w ROUGH OPENING SEE ARCH. Li STUD TO 2 x 6 11'-9" 12'-9" III IIII < L I WALL FRAMING COMPLIES II - -�1�0� � DAT1oN. WITH DEFLECTION CRITERIA. I� _ - - - - - - - - - - w --I s" sa�L`E�crWOAR�c 2 x 8 15'-0" 17'-0" -r_ _ = = = = _ _ _ sTUD To sILL 2 x 10 19'-0" 21'-6" Q m PLATE III (3)2x6 SPF#2 P T z � LL II T THIS END OF w I,I 2 x 12 23'-3" 26'-3" III O 0 ATTIC DESIGN CRITERIA: III' I FLOOR BEAM BM1 z m CONNECTOR AA. CONNECTOR ER CONNECTOR Q& CONNECTOR M CONNECTOR EE CONNECTOR II W 10 PSF DL, 15 PSF LL DBL TOP PLATE 2ND LEVEL 1ST LEVEL HEADER TO KING STUD TO 2ND LEVEL KING �2)2x8-1/1 (2)2x8-1/1 (2)2x8-1/1 Z Q TO WALL STUD STUDS TO 1ST STUDS TO SILL JACK STUD FOUNDATION STUDS TO 1ST PROVIDE SOLID BRIDGING +T - - O W LEVEL STUDS PLATE LEVEL FRAMING �� U m MAXIMUM SPACING OF 8 C. I i MSTA24 < 3' LTT208 < 3' CS16 < 3' H2.5A O 16" CS16 ® 32" LTT20B ® 32" (2)MSTA24 < 6' HTT16 < 6' (2)CS16 < 6' AND AT JOIST BEARING EN S - ------- --- ---------- -===--J SECOND L(3)2x6 SPF#2 POST ----------- ----------- ---- --- NOT NAILED TO ROOF RAFTERS S END OF FLOOR I BEAM BM10 FLOOR W/gL,L, CONVENTIONAL STRAPPING DETAIL BEAM BELOW PER DETAIL 1/S3.0 SW NAILING: FRAMING 8dO3"/6" SYMBOLS LEGEND IL DESIGNATES SHEARWALL. THE HIDDEN PLAN ---------- LINE DESIGNATES SIDE OF WALL THE SW SHEARWALL SHEATHING TO BE APPLIED. NAILING: 8d 3/6 DESIGNATES 8d COMMONS O 8dO3" 6" / 3. O.C. EDGE & 6" O.C. "IN THE 2ND FLOOR WALL FRAMING PLAN FIELD" DO NOT SCALE .IFA DIME FROM THESE DRAWINGS.IF A DIMENSION IS DESIGNATES THE HEADER SIZE AND UNCLEAR REFER TO THE SCALE: 3/4"=11-Opp (2)2x8-1/2 NUMBER OF PLYS DESINATES NUMBER, ARCHITECTURAL DRAWINGS OR HEADER SIZE & JACKMNG STUDS CONTACT THEE.O.R ---- -) BEAM OR TRUSS, SEE PLAN PLAN NAME —--— CEILING JOIST, SEE PLAN (O'FERNANDEZ RESIDENCE DESIGN/DRAWN/CHECKED ® 36" A307 DIAMETER FULL HEIGHT CS AOB LAP THREADED ROD, SEE DETAIL 7/SO.0 DATE ®� %* A307 DIAMETER FULL HEIGHT 09.24.2013 THREADED ROD, SEE DETAIL 7/S0.0 CONTROL NO. 6250 ® %" A307 DIAMETER THREADED ROD TRUSS ID. TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 7/S0.0 N/A %" A307 DIAMETER THREADED ROD LPA NO. J(j TERMINATES AT FIRST FLOOR TOP FLNT-13-00368 `Lys PLATE, SEE DETAIL 7/SO.0 SHEET LSTA12 12" LONG LIGHT GAUGE STRAP FASTEN TO TOP PLATE AND STUD S290 WITH 5-10d COMMONS SHEET 5 OF$ I VARIES, SEE PLAN STUD WALL. WATER PROOFING BY ARCH. FLOOR SHEATHING FLOOR SHEATHING PER CONSTRUCTION PER CONSTRUCTION SPECIFICATIONS. STEP SPECIFICATIONS. ' SEE Y" T SLOPE ARCH. CONT. 202 RIM Lou P o n t i g o a n d BOARD (TYP) Associates, Inc. 420 Osceola Avenue ILI' Jax. beach, Florida 32250 16" DEEP 2x12 SYP#2 P.T FLOOR TRUSS FLOOR JOIST Ph.242-0908 Fax.241-9557 I SIMPSON 24" O.C. WALL FL:CA#8344 SG CA#3579 HGU0210-4-SDS6 SHEATHING CONTACT US WITH YOUR COMMENTS SIMPSON m COMMENTS @ LP-A.COM LVL BEAM LUS210 SEE PLAN uuann N P O TYR BALCONY SECTION N ° P' EN Nr��, •illi 71 00 71 No.5331 - M •* " N I M ,o STATE O o X-BRACE SPACING 9q�EAlA71C WALL SHEATHING UP _ ��ti •�O•••.�� P.•'••��'�r `� OTE /_ GABLE END TRUSS. � -- .. . . . . . .. .. .. . - - - / \ --- hryry .. .. . .. .. .. .. . .. .. . . . . . . . . . .. . . . . . .. . ,,lift t..... ... . .. .. . .. .. .. . . LLJ . .. .. . .. .. '.. . ... . .. I I . . . . . .. . . . . .. RE 190NS DATE 1 . . .. . . . ... .. . . . LS12 ..: . .. .. . 4' MIN i ® 24 O.C. Gk}5:. Q5 . . .. . . . . . . .'.. .' .'. ... .'.'. .. . . . . . . . . . . . . . . W/2 . .. .. .. .. .. . .. .. . .. ..... . .. W �� FULL HEIGHT ANCHORS TO EXTEND OVER 2x4 NOTE A• .'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.'.' A-A NAILER . . . .. .. J. ADDITIONAL BRACES AS REQ'D., 0 0 J �ti .. . .. . .. . . . .. .. .. .. .. .. ... . .. . Lti SIM P SON .. ... .. .. .. . . .. ...... .. . EQUALLY SPACED w SPACING l'- cli OF 5'-8" MAX. . ... . .• • . .. .. PROVIDE BLOCKING FOR H4A ® EA. OUTLOOKER FIELD ALTERATION ROOF DECK ® RIDGE. TO TRUSS. 2x4 SPF#2 OUTLOOKERS _ _ 1 CONTRACTOR SHALL CONTACT LOU ... .. . .. . .. .. . .. 4-12d TOE NAILS (TYP.) ® 24 O.C. _\ - - 6 - • • • • • S2.i PONTIGOBASSOCIATES PRIOR TO }}�LL/�/�,y �+ MAKING ANY STRUCTURAL FIELD ----_------- VCQ1.2'�'SD.S'.'.'.'' MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL ---- - PROVIDE 2x4 SPF#2 UPRIGHT �� CONSTRUCTION DOCUMENTS.ANY FROM TOP TO BOT. CHORD OF • • • .• �� FIELD ALTERNATIONS MADE PRIOR TO TRUSS ® EA. X-BRACE ,1` BEING APPROVED BY LOU PONTIGO$ IF VERT. IS NOT PRESENT - .. . . . .. — - _ """'B M'15 ti ASSOCIATES MAY RESULT IN . . .. . . . . . . . . . .. . INSPECTION FEES. 2 ADDITIONAL ENGINEERING OR 3-16d ® I I �,� ...........'.'.... , EA. VERT. 2x4 SPF#2 X-BRACE. " L _ 16 0.131x3" TOE NAILS ® 8"O.C. - FROM BOT. CHORD OF TRUSS -- -- �` TO DBL. TOP PLATE 1 A-A .' F17 _ 2-0.131x3" EA. END:� - ---- — LS12 ® 24" O.C. I F2 F 18 `; 1Uj s2.o ud x4x #2 LATERAL BRACE EA. f X-BRACE w/ 3-16d INTO EA. TRUSS. 2x4 SYP#2 BLOCKING AS CEILING F27 �� ; NAILER (NOT CONTINUOUS) ATTACH , Uj I III w/ 0.131x3" ® 8"O.C. STAG. _ .� -- -- - -- ----- � IMPORTANT STRAPPING NOTES: % - F z PLATFORM FRAMED GABLE END tp F28 - , w - STRAP ALL TRUSSES & RATERS TO WOOD N -- �©--- — �J w FRAMED WALL w/1—H2.5T (U.O.N.) F29 (j 0 F21 Ln 30 z LU FLOOR BEAM SCHEDULE -, _ STEEL BEAM �/ MARK SIZE WOOD GR. LENGTH PLY .......... 3 BM09 1%4"x16" LVL 30'-0" 2 �� �./ BM10 1-Y4»x11.88" LVL 19'-0" 4 F25 J w BM11 13/4"x16" LVL 16'-6" 2 1 HGU7.25—SDS I - -- 0 2 S2.1 ... . .. .. . 2 MTS12 BM12 1%4„x16” LVL 12'-0" ::: . . . ::: . .. .. .. .. .. .. .BM :�' z BM13 13/4„x16” LVL 30'-0" 2 9 BM 3 „ ,- F2 5 . 14 1 x11.8 3 .. . . ' .'. /4 8 LVL 14 0 _F21 ---- BM15 13/4»x11.88" LVL 8'-0" 2 .. • � mZ BM16 13/4"x11.88" LVL 5'-0„ 2 .......' }� :::: :.:..:.:..'..'.'':•.::•: •• .: 1 C BM17 13/4"x11.88" LVL 3'-0" 2 sz.1 O � w 3 SIMPSON SIMPSON :.: . . . . .... . . .. . .. .. ............... ... BM18 1%%11.88" LVL 17'-0" :: . ... . - - . . .. ... .. .. . .. .. ... . BM19 14"x11.88" LL LVL 8'-0" 2 ti1 �s� .'.'.'.'. . . . . . .'.. . . . .: .:. . . . ... ' ..'.'.'.. .'.'.'. . . ... . BM20 1 j4»x11.88" LVL 5'-0» 2 BM09 . .. .. .. .. . .. ... . .. ... .. . ... . . . .. ... . .... .. .. .. . . . . .. .. .. .. .. .. ... . .. . . .. ... . .. .. .. BM21 13/4��x11.88" LVL 3'-0" 2 . .. .. .. .'.'.'. .'.'.'.'.'.'. '.'..'.'.'.' .B I.E? ..' '.'.:.. ....1 ......... ............. ............... .....:.......: ............. ... ....... .............. ............. . .•. .. .. .:..' . . .. .. . .. . ... . BM22 13/4»x16" LVL 15'-6" 3 .......:. ...:.:......' .. ...:: ......... .......... .... . . .... . . .... .. .. . . . . . . . . . . ..: . . . . . . . ... . . ... ..............'...'... . . . . . . .. . . .' .. . '. .'. .' . BM23 13/4'x16" LVL 12 -6 2 . .'. .'. :':':'.'. .':':'.'.' :':':':'.' .. .... :... .. . . . . . . . . . ... . .. . .. . . ..... . .. . LjL BM24 13/4»x11.88" LVL 3'-0" 2 .. .. .. .. .... ... . .. ... .. . ... . . . . . . . . . . . . . . . . . . . . BM25 1%4"x11.88" LVL 5'-0" 2 L-------------------------------------J $ I I 1 S M.---------------------------------------- S2.1 SECOND FLOOR SECOND FLOOR TRUSS Et BEAM PLAN TRUSS R SS a SCALE: 3/4"=1'-0" BEAM C^ A A PLAN ' ^ N I DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME C c FERNANDEZ RESIDENCE SYMBOLS LEGEND DESIGN/DRAWN/CHECKED I t CS AOB LAP H2.5T DESIGNATES UPLIFT CONNECTION. DATE 09.24.2013 FRAMING PLAN NOTES: CONTROL NO. I. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE 6250 SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. TRUSS ID. 3. F1)H2.5T CONNECTOR. OR GENERAL DESIGN SPECIFICATIONS SEE SHEET 5= N/A 4. WHEN USING (2)H2.5T CLIPS ON 11/=" WIDE LUMBER, LPA NO. PLACE CUPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. FLNT-13-00368 /_H SHEET S2.1 SHEET 6 OF 8 I FOR RAISED HEADERS, STRAP THE TOP UPLIFT STRAP PLATE TO HEADER WITH LSTA12 ® 32" O.C. IN LIEU OF THE H2.5A STRAPS ROOF FRAMING SECOND STORY TOP PLATE ELEV. Lou Pontigo and Associates, Inc. jOP PLATE TO STUD 420 Osceola Avenue lax. Beach, Florida 32250 H2.5AO 32 ON—CENTER II SIMPSON H3 Ph. 242-0908 Fax.241-9557 TOP & BOT. OF FL:CA#8344 SO CA#3579 CRIPPLE STUD CONTACT US WITH YOUR COMMENTS MSTA24 STRAP EACH ® 32 O.C. SIDE OF HEADER m COMMENTS @ LP-A.COM ON STUD TO LOWER FRA MU II MSTA24 OR CS16 STRAP _ O 32" ON—CENTER No.53 11 (O _ N 2 MSTA24 OR CS16 KING STUD TO LOWER STATE OF - N STRAP EACH END 2 MSTA24 ORL, i' OF WALL SEGMENT CS16 STRAPS PS •••A,� U P •••(.`VQ� N J 1 • • • 0 • �� AI 2ND FLOOR ELEV. - 001�V W ---- BEAM BELOW PER DETAIL 1/S3.0 REVISIONS DATE I I WOOD BEAM CONVENTIONAL STRAPPING SCHEDULE j --1- -- - -- 2)2x6-1 1 (2)2x6 I 04 Q o C4 T I � m � 00" FIELD ALTERA'T10N N M CONTRACTOR SHALL CONTACT LOU J PONTIGO 8 ASSOCIATES PRIOR TO L-----, % Q Q J MAKING ANY STRUCTURAL FIELD I I N Z LL1 Q MODIFICATIONS WHICH MAY VARY O m FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS.ANY Z O FIELD ALTERNATIONS MADE PRIOR TO I ILLI BEING APPROVED BY LOU PONTiGO 8 > J ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR Z a Q INSPECTION FEES. � I I \\ ; I � I I I I C I I - I I sk I \� I I � I Q. r/ aft o M �+ f ----------------_. - ------ II J III I IIII Ln Q J III IIII U w 3 � w w U �" W 01 %un C) N •- \ O X }- U ,I Z � ... �- `� W Z X W In all > V� Q _ ul D.Lv DO , z o � Q L1J I I nu F- ALL EXTERIOR WALLS AT U w THIS LEVEL ARE:- CONSTRUCTED RESCONSTRUCTED OF 2x6 SPF#2 ® 16" O.C. WALL -. < o o r/ w FRAMING (U.O.N.), THIS LO m cMn CO z WALL FRAMING COMPLIES WITH DEFLECTION CRITERIA. C14z w J O \ OmQ Z I I z w 00 z X I woQ .- 0 00 I N O Q a Lij { moi U 2)2x6-1�1 (2)2x6-1/1 (2)2x6-1/1 CONVENTIONAL STRAP WALL TO BEAM BELOW PER DETAIL 1/S3.0 THIRD li FLOOR WALL THIRD FL OR WALL FRAMING Et CEILING SYMBOLS LEGEND FRAMING DESIGNATES SHEARWALL. THE HIDDEN PLAN LINE DESIGNATES' SIDE OF WALL THE SCALE: 3/4"=� -O" SW SHEARWALL SHEATHING TO BE APPLIED. NAILING: 8d O 3/6 DESIGNATES 8d COMMONS O 8d03" 6" 3" O.C. EDGE & 6" O.C. "IN THE FIELD" DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS DESIGNATES THE HEADER SIZE AND UNCLEAR REFER TO THE (2)2x8-1/2 NUMBER OF PLY'S DESINATES NUMBER, ARCHITECTURAL DRAWINGS OR HEADER SIZE & JACK/KING STUDS CONTACT THE E.O.R. — BEAM OR TRUSS, SEE PLAN PLAN NAME FERNANDEZ RESIDENCE ——— CEILING JOIST, SEE PLAN DESIGN/DRAWN/CHECKED ® A307 DIAMETER FULL HEIGHT CS AOB LAP a. THREADED ROD, SEE DETAIL 7/S0.0 DATE ®� 09.TROL NO. v 3 CONTROL A307 DIAMETER FULL HEIGHT THREADED ROD, SEE DETAIL 7/50.0 6250 ® A307 DIAMETER THREADED ROD TRUSS ID. TERMINATES AT FIRST FLOOR TOP PLATE, SEE DETAIL 7/50.0 N/A W A307 DIAMETER THREADED ROD LPA NO. TERMINATES AT FIRST FLOOR TOP FLNT-13-00368 PLATE, SEE DETAIL 7/SD.O SHEET p,l LSTA12 12" LONG UgiT GAUGE STRAP 1 FASTEN TO TOP PLATE AND STUD WITH 5-10d COMMONS S3,0 ', SHEET 7 OF$ Nd COMMON NAILS AT 3" O.C.(TYP) 2x12 OR (2)2x6 OR (2)2x4 SYP#2 LEDGER, FASTEN TO ROOF FRAMING BELOW ROOF SHEATHING w/ 4-12d NAILS AT EACH RAFTER. OVERFRAME RAFTERS, SEE PLAN. Lou Pontigo and Associates, Inc. QUICKTIE H2.5T w/ 10-8d COMMON NAILS FROM RAFTER TO LEDGER THESE STRAPS [ AND LEDGER TO ROOF MEMBER. MAY BE OMITTED 2x4 SPF#2 420 Osceola Avenue BLOCKING WHEN OVERFRAME Ph.242-0908 Fax.241-9557 RAFTER LENGTH Jax. Beach, Florida 32250 AIT TO BOTH H2.5T ABOVE LESS THAN 4'-0" A#3579 PRODIDE MTS12 OR CS16 DIRECTLY FO T A#83 YOU COM ROOF MEMBER. BETWEEN OVERFRAMING RAFTER CONTACT US WITH YOUR COMMENTS AND ROOF MEMBER. O COMMENTS @ LP-A.COM PROVIDE SOLID SPF#2 BLOCKING AT PANEL JOINTS ADJACENT N ,�`"r TO TIE IN OF OVERFRAME RAFTERS TO TRUSS FRAMING. • �-, OVERFRAME LEDGER DETAIL No.53311 �; M Ul . N STATE OF N 40 ' SZONAL MULTI-PLY HIP RAFTERS UJI SPLICE TOGETHER w/3-ROWS REVISIONS DATE 16d COMMONS 0 8" O.C. -------- __ a i STAGGARD FROM BOTH IDES. TYP) THREE SIMPSON A35 FRAMING CLIPS EA. i y r N O O SIDE (9 TOTAL) c 7 � O� -� -7 THREE SIMPSON A35 r 11 11 1 111 11 FRAMING CLIPS EA. _ _ SIDE (9 TOTAL) HIPS, SEE PLANMULTII PLY 01 O CJO1 OVERHEAD DETAIL I 02 I ! p 02 FIELD AL1ERATUN -7 CONTRACTOR SHALL CONTACT LOU yJ LU MAKING ANY ASSOCIATES PRIOR D RIDGE, SEE PLANJ s1 MODIFICATIONS WHICH MAY VARY I------ \ FROM THE INTENT OF THE ORIGINAL \, CONSTRUCTION DOCUMENTS.ANY 1 i T07 ��� FIELD ALTERNATIONS MADE PRIOR TO AND HIPS CONNECTION BEING APPROVED BY LOU PONULT IN a3 21 L—LL RIDGE I ASSOCIATES MAY RESULT IN T08 ADDITIONAL ENGINEERING OR. WSPECTION FEES. I I RTA ER 0 24" O.C. • ti U �s T SEE 1/S3.1 W, LI) -----------------------------------i._z/w.__ \ LO I o o� U W w. T12 5 �° ' W U i — RIDG ( � — 02 W ZLU Ln W (.n 2x8 0 R AME �JOV z W \ R E 24" 0.C. T- 1� FERfoe S 1 S3.1 T lV (y) � U U LU rn nool W Z I T07 Q CJt Jot M W IMPORTANT STRAPPING NOTES: CJo1 7cio, LL • STRAP ALL TRUSSES & RATERS TO WOOD FRAMED WALL w/1 H2.5T (U.0.N.) �7 J O O U U U U U. x ROOF TRUSS PLACEMENT ROOF TRUSS PLACEMENT PLAN PLAN V SCALE: 3/4"=1,_0„ DO NOT SCALE DIMENSIONS FROM THESE DRAWINGS.IF A DIMENSION IS UNCLEAR REFER TO THE ARCHITECTURAL DRAWINGS OR CONTACT THE E.O.R. PLAN NAME FERNANDEZ RESIDENCE SYMBOLS LEGEND DESIGN/DRAWN/CHECKED CS AOB LAP H2.5T DESIGNATES UPLIFT CONNECTION. DATE 09.24.2013 FRAMING PLAN NOTES: CONTROL NO. 1. FOR TYPICAL ROOF SHEATHING AND FRAMING, SEE 6250 SHEET SO.0. 2. FOR SPECIFIC UPLIFT CONNECTORS, SEE PLAN. MIN. TRUSS ID. (1)H2.5T CONNECTOR. 3. FOR GENERAL DESIGN SPECIFICATIONS SEE SHEET 5= N/A 4. WHEN USING (2)H2.5T CLIPS ON 11/2" WIDE LUMBER, LPA NO. PLACE CUPS DIAGONALLY ACROSS DOUBLE TOP PLATE FROM EACH OTHER. FLNT-13-00368 SHEET S3*1 SHEET $ OF $ „0 i I } t, ` B r a k,•. jl 1 1 I h' **fifi 1 } M $t Pu Ck INC FERNANPEZ RE IE E EN 1 C_1 � a i: 0. 1' . A DITI (Ol I Al I fZF- 1 I (DVA I L J,� a 0 f3EACH AVENUE ATLANTIC BEAC LORIPA i m I a ain�oa�?u�z N I 11 _ - I 0 I o CODE ANALY515 ARCHITECTURAL DRAININCG5 T100 TITLE 5HEET/5ITE PLAN 2010 FLORIDA BUILDING CODE, RE5IDENTIAL 2010 NATIONAL ELECTRIC CODE ARCHITECTURAL DRAWIN65 2010 FLORIDAFIRE PREVENTION GODS A101 FIRST FLOOR PLAN COAG CODE OF ORDINANCES 5 b°15' 15"E 100.05' - A102 SECOND FLOOR PLAN A103 THIRD FLOOR PLAN 51NGLE FAMILY kLLIN6 A104 ROOF PLAN A201 EXTERIOR ELEVATIONS 7 DE516N CRITERIA A202 EXTERIOR ELEVATIONS Q A301 WALL SECTIONS Lu Ex15r.DRIVE EXISTING BUILDING AREA: A401 FIRST FLOOR LIGHTING AND POWER PLAN = Ex15r.GARAG 15t FLOOR AREA = 1,g44 S.F. A402 SECOND FLOOR LIGHTING AND POWER PLAN Cl Lu A403 THIRD FLOOR LIGHTING AND POWER PLAN 2nd FLOOR AREA = q85 S.F. A500 FINISH / DOOR / FIXTURE SCHEDULES LU A501 WINDOW AND DOOR ELEVATIONS TOTAL EXI5TIN6.. A502 WINDOW_AND DOOR DETAILS CONDITIONED FLOOR AREA = 2,g2q S.F. A503 WINDOW AND DOOR DETAILS N v atu 2nd FLOOR DECK = 180 S.F. f 15TIN6 A/G PAD — 5 GTU ..:...:..... Ex STRUCTURAL DRAWINGS SEE TRU RAL COYER SHEET FOR LIST OF w (REMOVED IN DEMOLITION) DRAWIN65 NEW A/C PAD -- NEW BUILDING AREA: to p] EX15T.POOL 15t FLOOR AREA = qb3 S.F. LL 2nd FLOOR AREA = 105 S.F. 3rd FLOOR AREA = 1,322 S.F. TOTAL NEW K. CONDITIONED FLOOR AREA = 2,gg0 B.F. TOTAL CONDITIONED FLOOR AREA AFTER REN01hTION /ADDITION = 5,g1q S.F. 15T FLOOR E , Y PORCH AREA = qb S.F. 3rd FLOOR BGONY AREA = 656 S.F. Q N m I �u EX15T.DRIVE `n m L HATCHED AREA INDICATE-5 AREA OF NEW ADDITION N4°27 45"W 100' APPROVED CHECKED N 51TE 1 PLA JOB NUMBER T100 °a .* ,..~�� VATE E ITER r 1/18/2013 F 4 LE O DATE PLOTTED q/21/2013 . .... cL i DRAWING NAME REVZEWED FOR CODE CO M�'L�tANCE HEET CITY OF ATLANTIC BEACH TITLE S 5 SE�E�PERRM.ITS FOR ADDITIONAL L tN REQip "'NTS AND CONDITIONS. S ITE IDRAWING DATE: - PERMIT 155UE T10 0 I i U g � W 0-4 - � z N N Nt C m I azn}�a�ivaz I I CN I I 00 I o M { ' II II EXI5TING KITCHEN 6-6 3/4" I I ❑0 1m EXI5TIN6 N LAUNDRY i El. 1oa o II 5-2 3/4" I I to s II II } s- II z I O O O O II o i 10'-2 3/4" I 14'-0 3/4" I t'IT-21/5"OF o i ALIGN WITH EXISTING KITCHEN WALL allin II CORRIDOR IL 103 w 104105 t1'-0 1/2" II ALIGN KITH EXIST WALL GOLUM N5 0 ._� Lu CN l 1 WRAPPED WITH LIVING — in O WOOD TRIM AND I 1 ROOM 4'-1" ±6'-1 5/8 I; MINI UA 36"PLINTH I, °REF I O = I I CLOSET 1/2 BATH inLU I I I 10400 105 II I I I ^ LuLL p 4 II I❑° I Lu < m <= I I I PANTRY ( ICE 1oa - r-5 11" Lu 2 42 7/S" � 3'-2" 2'f II 1 A301B1 10q QM m � KITCHEN 1.1..1 = CL05ET VEST EXPANSION O 106 1 1 O ly Fim 31/2" 110 110 m in n Z n VULL- TLu I le -2 EQ N r II 1-10 1/4" I I I I � -6.. 1' 4'-0.. OF I U 14-5 I ARCH OPENING ARCHED OPENING COLUMNS " V 1 1 WRAPPED WITH01 oli BEE 3/A502 FOR \\ WOOD TRIM AND TYPICAL STAIR II 36'PLINTH \\ \ c II �• 1'-4" = RISER/TREAD SECTION EL: 0'-0" 0 ENTRY 1St FL DECK 101 ` 1111 I i FOYER DINING 112 101 i I 1 STAIR ij 11 1 I � I � � ..' ALCOVEIZED , ��i I EQUAL EQUAL PORCH in 1o0 16• ® /� ---------- --- --- , 3.. O �� ✓rte N O O O � I I NSA � A�IzavED I I I 3'-1 /16" WORD WIN SIZE \\l CHECKED i JOB NUMBER DATE EDITED DATE PLOTTED DRAWING NAME 15T FLOOR ' 0' 1' 2' 4' 1 15T FLOOR PLAN PLAN A101 1/4"=1-0" GRAPHIC 5CAL5: 1/4"=1'-0" DRAWING s PERMIT 1550 E X10 1 I , �I i r� I V La N w sti LD m 41-71/2 N i azn4oa�tgoz CN ; I cl i , ts- ca a� i 0 CLOSET BEDROOM 3 212 211 212 O in , Q s 201 Q GOR�RgDOR 1'-21/2" `--� m 0 211 41-411 210A _ BATHROOM 4 CLOSET = 213 m BEDROOM 2 = o BATHROOM _ 40 0 36 - V n CORRIDOR �r a 2oa = � _ m N 0 - - i�— � r� 207 � tll 210 i 0 204 O - O 2 10 1 2'-8" 210E r _Q to � Fol 4 v , L X 2' 2'-11"in 10'-9" V Z 205 4 CLOSET Lo m 9'-8" 5'-3" � ' 1 V GLO5ET a BEDROOM 1 Q = 203 I 205 201 (l� i i- 1I CLOSET CORRIDOR 3 9 /4 2-8LU I I 206 `r i n15'-�1/4" U- { it I I EL: 10'-4 3/4" 203 � - 206 FL GK O I I O 2nd L DE 14-51/2" ry D N/n I I i ! 111-013/161, I I 1 0 ' cr I A301 HALF NAL.L `V i ! L L ENTRYj1hEL: 0'-0" FOYER 19t FL DECK STAIR PLAYROOM `pS' �', 101 O 113 202 t9 i u� 4-4 /4" r m Lp �V .A v ROOF BELOW r P I � i1ro �.� � I NS/IF ���11 1/2„ �Z 11112 z 3'-1 /16" � APPRovED CDORD WIN SIZE q CHECKED JOB NUMBER 10'-5 13/16" 6'-2 1/2" 1'-811/16" 1'-8 11/16" 7-6 5-8 3/4" DATE EDITED 3/14/13 � 24'-5" 24'-5" DATE PLOTTED U q/21/13 48'-1O" DRMING NAME O' 1' 2' 4' 8' 12' 2ND FLOOR PLAN GRAPHIC SCALE: 1/4"=1'-0" 2ND FLOOR PLAN @A102)1/411 I DRWNING e PERMIT A10 0 2 III I 1 I I II O g ° m Cn 7- d N 13'-4 15/16" 121-0 3/16" 13'-4 15/16" 3'-10" asn��a�zgoz N I I in `N I 'I O i I T4 12 I m12 7 T4 12 O ———————————— —————— O —L -------- --------- —T— II 4 m ra j u, CLOSET 114 II CLOSET N I1 o I � 303 I l cn I I 304 � I Ln v � 1L m II II I Z 11-0 VS" 3'-0" I Z O 51-0.1N3,-, 1/2" I A LU LL_ I -- -fl ts) —— I i I i I MASTER —4,� ---- BATHROOM :fl LL V 302 Im N l 1 2 _ v I A301 m 306 Ta 3o2A Q4 Z O N 111 MASTER LL Q BEDROOM n OFFICE cel 301 306 13'-10 1/16" 11'-13/8" 15-4 9/16" ' .... 1 A301 w o Q 10 D� n Q 4 `� 30'IA s Ft�O A 3p-►B ,, oA MUSIC B NY ROOM ,P X06 3oT ® >>b B NY 0 301 r CORRIDOR ® 1 11 r 4 i1 (tl on II O I 2'-b" 4'-0" 1'-11" 4' 11 2'-6" z APPRDVW 10'- Ir f Ir 0" 10'-0" 3'-0" � III cNECKm I I 38'-10" 5'-0" ioe NUMElER DATE EDITED 3RD FLOOR PLAN 3/14/13 A103 1/4"=1'-0" DATE PLOTTED DRAWING NAME 0' 1' 2151 8' 12' 3RD FLOOR PLAN GRAPHIC 5CALE: 1/4"=1'-0" DRAWING u I PERMIT 155UE A103 I I I w 6" aan�oa�tgol I N O.H. O.H. O.H. O.H. I ----------------- ------- it1 I PROVIDE 5"GUTTER SYSTEM; 51MP50N STRONG-TIE TRU55 ANCHOR OR APPROVED v TYPE AND COLOR/FINI5H TO EQUIVALENT. INSTALL ALL FASTENERS PER MANUF.'S n BE COORDINATED WITH OWNER REQUIREMENTS FOR FULL CONNECTION CAPACITY. � o PRIOR TO INSTALLATION; CONTRACTOR TO COORDINATE WITH TRU55 MANUF.AND COORDINATE DOWNSPOUT INSTALL TRU55 ANCHORS TO AVOID CONFLICT W/TRU55 Y LOCATIONS WITH OWNER CHORD CONNECTIONS;SEE STRUCTURAL DWG5 I I r PRIOR TO IN5TALLATION,TYP o I z I I w I Zd ./" .✓ X33 ...- x \ vLu i I I 3rd FLOOR BALCONY BELOWLU ::), Q i I COORDINATE ROOF STRUCTURE ` u- 1 I WITH SHAFT LOCATIONS; PROVIDE J' 3rd FLOOR SUPPORT FRAMING,CLIPS, w ~ BALCONY BELOW I I FLASHING,SEALANTS,ETC.TO I I MAINTAIN ROOF PERFORMANCE v A301 I I Lu M I I p PAG GLAD/TITE-LOG PANEL METAL ROOF SYSTEM I I OR APPROVED EQUIVALENT, PROVIDE GLIP5, Lu I I FASTENERS TO MEET WIND UP-LIFT REQUIREMENTS N PRE-My UFAG I I ROOF 55 PROVIDE PEEL N'STICK,SELF-HEALING,AIR 4 ry I I MOISTURE BARRIER MEMBRANE ON 3/4"MIN.CDX PLYWOOD SHEATHING II � A301 I it it I I I COORDINATE ROOF STRUCTURE i ( WITH SHAFT LOCATIONS;PROVIDE _ a wI 5UPPORT FRAMING,CLIPS, m FLASHING,SEALANTS,ETC.TO I I IoMAINTAIN ROOF PERFORMANCI III n I I � I I > I I 3rd FLOOR BALCONY BELOW w I PROVIDE 3rd FLOOR BALCONY PRE-MANUFACTURED ROOF BELOW TRUSSES @ 24"o.c.FOR �f° ENTRY ROOF BELOW r PROVIDE 5"GUTTER SYSTEM; TYPE AND COLOR/FIN15H TO BE COORDINATED WITH OWNER PRIOR TO INSTALLATION; COORDINATE DOWN5POUT ENTRY ROOF BELOW LOCATIONS WITH OWNER c�+Ecr.W PRIOR TO IN5TALLATION,TYP JOB NUMBER � I OVERHANGDATE ERRED 44'-10" OVERHANG S/28/13 1 DATE PLOTTED PRE-MANUF TRUSSES® 24"o.c. q/21/13 1 ROOF PLAN DRAWING NAME ROOF 0111 2' 4' 5' 12' PLAN GRAPHIC, 5C,ALE: 1/4"=1'-0" DRAWING a PERMIT 155UE A10 i 12 NEW STANDING SEAM ROOF SYSTEM CP (V EL: 2q'-q 1/2" cn 3rd FLOOR PLATE HT rT3 0 O 3 13 11 0 3 11 O T3 aan��a�ty�i N ' 11 11 11 11 11 301A 30-ig 3"141 3"141 3141 I I EL: 20'-51/2" 3rd FLOOR DECKING — --— _--------_—____....._..._......._____....•..-.------_ STONE V R WALL 5Y5 ALTERNATE 5TUG00 5Y5Tf M •� ti 0 HARDI LAP SIDING 5YSTEM; O PRIMED AND PAINTED 3135 3135 EL: 10'-4 3/4" = 3135 2nd FLOORDEGKING =_______-,.----------------- -_ —..,....e..._..—._._-—— \ 3 100 3'153 3'153 3765 3165 3165 EL:0'-0" _ _ U L_ REF 15t FLOOR DECKING — _ —_ t It Lu EXTERIOR ELEVATION — EAST FACE L^ Z � n A301 1/4"= 1'-0" LU 1 2 Lu Awl A301 W— NEW 5TANDING SEAM ROOF ■�■ SYSTEM Q6 EL: 2q'-q 1/2" TT � I ---------------------�—---_—_-------------------_--_-_--_---.�....----__----__------------ Z � Z 3rd FLOOR PLATE HT _ If ot LL— HARDI BOARD TRIM;PRIMED AND 25 PAINTED NEW STANDING SEAM ROOF SYSTEM EL: 20'-111/2" STONE VENEER WALL SYSTEM; 3r FLOORDEGKING ,�________ ,.._._®�.,.._______�....==s===�.__._____.��..�...,�:.�__—.__ —— ALTERNATE-5TU=MTEM a 0 EG) 5 3159 3159 25 q � EL: 10'-4 3/4" O O O 3 � I ` 3153 3153 3153 / ASD I � CHECKED � � til EL:O'-0" REF 15t FLOOR DECKING ____ ..� .•._®----..._. - ®__�___ —— —— JOB NUMBER DATE EMM DATE PLOTTED 2 EXTERIOR ELEVATION — 5OUTH FACE q/21/13 DRAWINC6 NAME A301 1/4"= 1'-0" EXTERIOR 0' 1' 2' 4' 8' 12' ELEVAtTION5 GRAPHIC SCALE: vat I'—U DRAAN6 PERMIT 155UE A201 I I � NEW STANDING SEAM ROOF O �-+ tu — 5Y5TEM 12 �..� 3 Q t � m �r v t 3rd FLOOR PLATE HT I � q1 T4 g1 T4 q1 T4 azn,5a,iq�z HARDI LAP SIDING SY5TEM AND cv CORNER TRIM;PRIMED AND PAINTED 2841 2841 2W -nuc 19LNE MLL9*6 •, i _ _ _ 3rd FLOOR DECKING -----------------------------------_ 3'125 O i I 2g53 N O 's EL: 10'-4 3/4" 2nd FLOOR DECKING o i .....____________________ � 3'753 3153 3153 l53 _ __ _____________________ _ LU—__—__-- EL: 0'-0" MV REF 19t FLOOR DECKING . 1 EXTERIOR ELEVATION - YVE5T FACE LSU A202 1/4"= 1'-0" Q Lu 1 A NEW 5TANDING SEAM ROOF „F Lu < 5Y5TEM � v Nv LU < � � _-_.,._____-..,-.._...,„_____________,___-_.....,__.__-__--______________ '_ 11 � U- Z 2511 � 3 1 r2 - 3rd FLOOR PLATE HT LU HARDI BOARD TRIM;PRIMED AND 2511 PAINTED < 306 NEW STANDING 5EAM ROOF 5Y5TEM STONE VENEER WALL 5Y5TEM; ALTERNATE-5TUCCO5Y5TEM --- ---____.--------------------------- -- ——®---�,— ------ -------------®®—,�-- —�«�,--- —.------ —.�-------- s Y 3rd FLOOR DECKING 4 N O O4 315g EL: 10'-4 3/4" 2nd FLOOR DECKING 3153 3153 3-53 3153 APPROVED GF+EGKED _._-.....-......_ _. ____ _--- -- ———— ——————— ---- -- — — -- -- — -- .,,,.--._,.___._.m_------_,____________________...__._ ___.___..—_—__---__—_—__—_—____.___._------_—__—_—_ EL: O'-O" JOS NUMBER _1� REF 19t FLOOR DECKING DATE EDFT _ 2 RIOR ELEVATION - NORTH FACE DATE PLOTTED [--9/21/13 -� D"NG NAME EXTERIOR 0 1 2 41 12' ELEVATION5 GRAPHIC 5CALE: 1/4"=1'-O" DRAPUNG n PERMIT 155UE A202 i PAG GLAD/TITE-LOG PANEL METAL ROOF SYSTEM PAG GLAD/TITE-LOG PANEL METAL ROOF 5Y5TEM OR APPROVED EQUIVALENT;PROVIDE CLIPS, OR APPROVED EQUIVALENT;PROVIDE CLIPS, ; ry FASTENERS TO MEET WIND UP-LIFT REQUIREMENTS FASTENERS TO MEET WIND UP-LIFT REQUIREMENTS PROVIDE PEEL N'STICK,SELF-HEALING,AIR 4z PROVIDE PEEL N'5TIGK,SELF-HEALING,AIR d p MOISTURE BARRIER MEMBRANE ON 3/4"MIN.GDX M015TURE BARRIER MEMBRANE ON 3/4"MIN.COX g PLYWOOD SHEATHING PLYWOOD SHEATHINGLL ~ w 6 u.i 51MP50N STRONG-TIE TRUSS ANCHOR OR APPROVED Ln 51MP50N STRONG-TIE TRU%ANCHOR OR APPROVED �"� BIVALENT. INSTALL ALL FASTENERS PER MANUF.S EQUIVALENT. INSTALL ALL FASTENERS PER MANURB +:� = z n PRE-MANUFACTURED ROOF TRU55 PRE-MANUFACTURED ROOF TRU55 m r- � REQUIREMENTS FOR FULL CONNECTION CAPACITY. REQUIREMENTS FOR FULL CONNECTION CAPACITY. ~ r �R CONTRACTOR 7RU5 TO COORDINATE WITH CONFLICT MANUF.AND CONTRACTOR TO COORDINATE WITH TRU55 MANUF.AND m o cn 12 INSTALL TRU55 ANCHORS TO AVOID CONFLICT W/1RU55 12 INSTALL TRUSS ANCHORS TO AVOID CONFLICT W/TRU55 a" Q 3 CHORD CONNECTIONS;SEE STRUCTURAL DWGS 3 CHORD CONNECTIONS;SEE STRUCTURAL DW65 am�oa�t �i u\i 2x BLOCKING u R=30 BATT INSULATION EAVE FLASHING 2x BLOCKING A ----------.__,_,•.„.--,_,_,,,_----------------__ __ ___ EL: 2q'-q1/2” R=30 BATT INSULATION GWB CEILING,PRIMED AND PAINTED — ®—EAVE FLASHING ————————————— —— 3rd FLOOR PLATE HT 3rd FLOOR PLATE HT ———————————-..._——— �EL: 24-111/21, WOOD GROWN MOULDING; HARDI BOARD FASCIA,PRIMED AND PAINTED GWB CEILING,PRIMED AND PAINTED PRIMED AND PAINTED WOOD GROWN MOULDING; PRIMED AND PAINTED PROVIDE SCREENED ALUMINUM VENT INTERIOR WOOD TRIM; PROVIDE SCREENED ALUMINUM VENT HARDI SOFFIT AND BATTENS,PRIMED AND PAINTED PRIMED AND PAINTED HARDI SOFFIT AND BATTENS,PRIMED AND PAINTED MA5TER PRIMED AND FAINTTED MA5TER HARDI BOARD TRIM, PRIMED AND PAINTED BEDROOM � HARDI BOARD TRIM,PRIMED AND PAINTED � • BEDROO PELLA ALUM-GLAD TRANSOM AND WINDOW,SEE BEDROOM 6WB WALL FINISH, FELLA ALUM-GLAD WINDOW,SEE WINDOW • � �� WINDOW SCHEDULE PRIMED AND PAINTED SCHEDULE ` 301 .�� m COMPOSITE WOOD GAP,COLOR TO MATCH 301 COMPOSITE WOOD GAP,COLOR TO MATCH TRIM COLOR 9 "n TRIM COLORtr % —% —— — h EL: 24'-3 1/2" R=1q BATT INSULATION — —® T.O. BALCONY 24'-3 1/2" T.O. BALCONY HARDI TRIM,PRIMED AND PAINTED HARDI TRIM,PRIMED AND PAINTED R=1q BATT INSULATION INTERIOR WOOD BASE, �HIAIR IATRIIM kNRAP AROUND 4X6 POSTS,PRIMED PRIMED AND PAINTED P.T.2x4 STUD WALL 6 INTERIOR WOOD BASE, 0 PRIMED AND PAINTED ;fl FINISH FLOOR,SEE FIN15H 10 WOOD, PRIMED AND PAINTED FIN15H FLOOR,SEE FINISH SCHEDULE 1x4 WOOD,PRIMED AND PAINTED VULKEM DECK WATERPROOFING 5Y5TEM ON SCHEDULE— 3/4 WOOD DECKING VULKEM DECK WATERPROOFING SYSTEM ON s ed PROJIDE 3/4"PLYWOOD DECKING PROVIDE 3/4"PLYWOOD DECKING 0 m 3/4"WOOD DECKING FLASHING P.T.4x6 F05T5;GALV BOLTS THROUGH 2 x 12 FLA5HING EL: 20'-q 1/2" PROVIDE GOVT FLASHING;VERTICAL LEG 12"MIN EL: 20'-q 1/2" — EDGEFLA5HING — 3rd FLOOR DECKING 5/4"WOOD DECKING ON PRE-MANUF 3/4"WOOD DECKING ON PRE-MANUF 2 x 125 @ 24"ox.;SLOPE TOWARDS BALCONY OPENINGS 3rd FLOOR DECKING WOOD FLOOR TRUSSES `� 2 x 125 ®24"ox.;CUT SLOPE IN J015T5 @ BALCONY — I � WOOD FLOOR TRUSSES 1/4"PER FT MIN SLOPE OPENINGS TO PROVIDE Ya"PER FT MIN SLOPE ——— HARDI-BOARD TRIM;PRIMED AND PAINTED HARDI-LAP SIDING 5Y5TEM OR APPROVED EQUIVALENT;1.25"—— — WITH 6"EXPOSURE. ANCHOR PER MANUFAGTURER5 GWB CEILING,PRIMED AND FAINTED GRACE PERM-A-BARRIER WALL MEMBRANE,OR L SPECIFICATIONS. USE NON-CORROSIVE 5GREW5,DOUBLE DIPPED ' APPROVED EQUIVALENT ON NEW PLYWOOD W45 CEILING,PRIMED AND PAINTED GALVANIZED OR STAINLESS STEEL;PRIMED AND FAINTED WOOD GROWN MOULDING;PRIMED SHEATHING. PROVIDE CONTINUOUS AIR/M015TUR'E WOOD GROWN MOULDING;PRIMED AND PAINTED SEAL AT JOINTS AND CHANGE5 IN WALL VENEER AND FAINTED R=1q BATT INSULATION DIMENSION,TYP. GRACE PERM-A-BARRIER WALL MEMBRANE,OR APPROVED !1 R=1q BATT INSULATION EQUIVALENT ON NEW PLYWOOD SHEATHING. PROVIDE INTERIOR WOOD TRIM;PRIMED HARDI BOARD TRIM,PRIMED AND FAINTED CONTINUOUS AIR/MO15TURE SEAL AT JOINT5 AND CHANGE5 IN INTERIOR WOOD TRIM;PRIMED WALL VELL QNEER DIMENSION,TYP. L AND PAINTED FELLA ALUM-GLAD WINDOW,SEE WINDOW AND PAINTED SCHEDULE `r 0 Lu BEDROOM 1 HARDI BOARD TRIM,PRIMED AND PAINTED 1Z � O m BEDROOM 1 m FELLA ALUM-GLAD WINDOW,SEE WINDOW 205 PROVIDE FLASHING, 12"VERTICAL MIN. �o Lu SCHEDULE LL INTERIOR WOOD TRIM;PRIMED 205 _ INTERIOR WOOD TRIM;PRIMED AND FAINTED �- AND PAINTED PAG GLAD/TITE-LOG PANEL METAL ROOF SYSTEM R=1q BATT INSULATION OR APPROVED EQUIVALENT;PROVIDE CLIPS, R=1q BATT INSULATION N v P.T.2 x 6 STUD WALL FRAMING FASTENERS TO MEET WIND UP-LIFT REQUIREMENTS P.T.2 x 6 STUD WALL FRAMING GWB WALL FINISH,PRIMED AND PROVIDE PEEL N'STICK,SELF-HEALING,AIR 8 GWB WALL FINISH,PRIMED AND HARDI BOARD TRIM,PRIMED AND PAINTED Q ' PAINTED MOISTURE BARRIER MEMBRANE ON 3/4"MIN.COX FAINTED PROVIDE FLASHING, 12"VERTICAL MIN. La FIN15H FLOOR,SEE FIN15H PLYWOOD SHEATHING SCHEDULE 12 FSGHEDULELOOR,SEE FINISH _ Q 3/4"WOOD DECKING 4 3/4 WOOD DECKING —® ———HARDI BOARD TRIM,PRIMED AND PAINTED ————— n/ PRE-MANUFACTURED ROOF TRUSS m �� i� SEL: 10'-4 3/4" — — — 2x BLOCKING —— _—— —— — 2nd FLOOR DECKING - _ —_�EL: 10'-4 3/4" 3/4"WOOD DECKING ON PRE-MANUF — ————————————————— NV 2nd FLOOR DECKING L WOOD FLOOR TRU55E5 `� EAVE FLA5HING 3/4 WOOD DECKING ON PRE-MANUF _ - WOOD FLOOR TRUSSES HARDI— BOARD FASCIA,PRIMED AND FAINTED " HARDI SOFFIT AND BATTENS, PRIMED AND ——— i PAINTED;PROVIDE ALUM VENTS IN SOFFIT HARDI BOARD CORNER TRIM;PRIMED AND 51-ON FAINTED GWB CEILING,PRIMED AND PAINTED 71 HARDI BOARD TRIM;PRIMED AND PAINTED GWB CEILING,PRIMED AND PAINTED HARDI BOARD TRIM;PRIMED AND FAINTED WOOD CROWN MOULDING;PRIMED WOOD GROWN MOULDING;PRIMED AND PAINTED FELLA ALUM-GLAD CIRCULAR WINDOW,SEE WINDOW AND PAINTED PELLA ALUM-GLAD CIRCULAR WINDOW,SEE WINDOW ENTRY FOYER R=1q BATT INSULATION SCHEDULE LIVING ROOM R=1q BATT INSULATION SCHEDULE INTERIOR WOOD TRIM;PRIMED � INTERIOR WOOD TRIM;PRIMED tr � 101 AND PAINTED HARDI-LAP SIDING SYSTEM OR APPROVED m 102 AND PAINTED HARDI-LAP SIDING 5Y5TEM OR APPROVED EQUIVALENT;1.25"WITH 6"EXPOSURE. ANCHOR oEQUIVALENT;'1.25"WITH 6"EXPOSURE. ANCHOR c i PER MANUFAGTURER5 SPECIFICATIONS. USE o m PER MANUFACTURERS SPECIFICATIONS. USE } 57Y45 WALL FINISH,PRIMED AND NON-CORROSIVE SCREWS,DOUBLE DIPPED NON-GORRO51VE 5GREW5,DOUBLE DIPPED GALVANIZED OR STAINLESS STEEL; PRIMED AND PAINTED GALVANIZED OR STAINLESS STEEL;PRIMED AND a� PAINTED EXISTING PLYWOOD DECK ON WOOD JOISTS; PAINTED R=1q BATT INSULATION REPAIR AND PATCH DAMAGED WOOD, WRAP M015TURE BARRIER 5Y5TEM UNDER AND TO REPAIR CHECKING AND WARPED BOARDS TO WRAP M015TURE BARRIER SYSTEM UNDER AND TO P.T.2 x b STUD WALL FR THE BACK SIDE OF BOTTOM OF PLYWOOD VENEER. PROVIDE LEVEL/SQUARED 5U5 FLOOR P.T.2 x 6 STUD WALT.FRAMING THE BACK 51DE OF BOTTOM OF PLYWOOD VENEER. EXISTING PLYWOOD DECK ON WOOD JOISTS; PROVIDE SEALANT IF NECE55ARY TO MAINTAIN PRIOR TO NEW FLOOR FINISH INSTALLATION PROVIDE SEALANT IF NECESSARY TO MAINTAIN REPAIR AND PATCH DAMAGED WOOD, AIR/WATER TIGHT CONDITION IN51DE WALL SYSTEM. R=1q BATT INSULATION AIR/WATER TIGHT CONDITION IN51DE WALL SYSTEM. REPAIR CHECKING AND WARPED BOARDS TO NOTE:MAINTAIN 'WICK'AT BOTTOM OF HARDI-LAP NOTE:MAINTAIN 'WICK'AT BOTTOM OF HARDI-LAP PROVIDE LEVEL/SQUARED SUB FLOOR FINISH FLOOR,SEE FINISH INT�IOR WOOD BASE, SYSTEM (OR APPROVED EQUAL)PER MANUF. 6WB WALL FINISH, PRIOR TO NEW FLOOR FINISH IN5TALLATION SCHEDULE PRIMED AND FAINTED 5FECIFICATIONS. PRIMED AND PAINTED SYSTEM ATI APPROVED EQUAL)PER MANUF. FINISH FLOOR,SEE FINISH SPECIFICATIONS. 3/4"WOOD DECKING PROVIDE FLA514IN6, 12" SCHEDULE INTERIOR WOOD BASE, VERTICAL MIN. 3/4"WOOD DECKING PRIMED AND PAINTED PROVIDE FLASHING, 12" ——— EL: O'-0" VERTICAL MIN. — A EL: 0'-0" ---------------®—®----®—® REF 1St FLOOR DECKING HARDI-BOARD TRIM;PRIMED REF 1st FLOOR DECKING HARDI-BOARD TRIM;PRIMED AND PAINTED AND PAINTED yr STUCCO FIN15H ON CMU; STUCCO FINISH ON CMU; PRIMED AND PAINTED PRIMED AND PAINTED .n 4 ! 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LIGHTS ON �` CHECKED ' ---------------- / UNDERSIDE OF ,s JOBNUMBER rw f STAIRS ,,, 'f r f DATE EDITED I DATE PLOTTED TO OUTDOOR q/21/13 DRAMING NAME �- LIGHTING;SEE A4o2 Q' 1' 2' 4' $' 12' 15T FLOOR LIGHTING AND " 1 15T FLOOR LIGHTING AND POWER PLAN GRAPHIC 5GALE: 1/4"=1'-0" POINER PLAN DRA�NIN6# PERMIT 15BUE A401 �I i to d VA Q w QLL con � z 2 R � m azn�oa��goz N U i 12.00 5Q. FT. Ali 75.00 5Q. IT. 30 BEDROOM 3 212 GLO5ET� 0 MITCH ON 15T FLOOR; o 5EE A401 \ �- CORRIDOR BEDROOM 2 / -- -- ~e ® F2107 r 0- Zai ZV\ - - ( BATHROOM LIGHTING / FIXTURE SYMBOL LEGEND CLOSET \ Lu 208 21 bP PENDANT LIGHT Q 10BATHROOM SPECIALTY PENDANT LIGHT Z O IL214 L® REGE55ED 3" GAN LIGHT (� 1CORRIDOR204 ' O REGE55ED b" GAN LIGHT } LU < x F] - } WALL 50ONCE - z BEDROOM 1 ® FLUORE5CENT LIGHT ® --- �' GL05Ef O -- 5URFACE LIGHT (� SURFACE MOUNTED VANITY LIGHT f a CLOSET O �-- F R ( CLOSET 0 OUTDOOR LIGHTING - WEATHER PROOF �' Z I I lob EXHAU5T FAN i -a- � BATHROOM LIGHT / EXHAU5T FAN CO ~ I CORRIDOR � � MBO I I ® °\ (D 5MOKE ALARM r I 1 CEILING FAN ENTRY s , ELECTRICAL SYMBOL LEGEND L— FOYER ` STAIR 101 / , El—is I LIGHT SWITCH " �` PLAYROOM $3 3-WAY LIGHT 5WITCH 1✓ ' \ )D 202 ° DIMMER LIGHT 5WITCH FLOOR- ON I f DUPLEX RECEPTACLE 1 9EE A403 '� 1 � I 220 VOLT RECEPTACLE �. 4-P LEX RECEPTACLE 59.66 5Q. IT. F 558.I I IJQ. IT. GROUND FAULT INT DUPLEX RECEPTACLE G ING GROUND FAULT INT DUPLEX RECEPTACLE ✓� - WEATHER PROOF DOORBELL , 5Y41TGH ON 15T FLOOR; --� 5EE A401 APPROVED �I cNECKED JOB NUMBER tl 1 2ND FLOOR LIGHTING AND POINER PLAN DATE EDITED 3/14/13 DATE FL 07W q/21/13 -- DRAWING NAME 0' 1' 2' 4' a' 12' 2ND FLOOR LIGHTING AND GRAPHIC 5CALE: 1/4"=1'-0" POWER PLAN DRAWING u PERMIT 155UE IEA 40 i �! I I I I I lQ cr cl azn� a�iuz N I --------------- -----, • .. -uy (i I � � I I � p •s N N O CL � I ' L ------ z° � � ------------------- -- LIGHTING / FIXTURE SYMBOL LEGEND ' III I I I Lu Q { CE�flLOBET `��- '"� I I IP PENDANT LIGHT MASTER j j BATHROOM -- I SPECIALTY PENDANT LIGHT Lu 3C :r ,/ ® RECE55ED 3" CAN LIGHT Q to u __ --------- -> -J- O REGE55ED 6" CAN LIGHT ---- 1Ll ' 3 OAP ---- } WALL 5CONCE x oFLUORESCENT LIGHT 1� � e U� 5URFAGE LIGHT Q SURFACE MOUNTED VANITY LIGHT v i - OUTDOOR LIGHTING WEATHER PROOF EXHAUST FAN LU MA5TERLL BEDROOM BATHROOM LIGHT/ EXHAU5T FAN COMBO 4 3 OFFICE ® SMOKE ALARM \ / 306 r CEILING FAN J ELECTRICAL SYMBOL LEGEND o MUSIC \ \ ROM $ LIGHT 5WITGH 33 $ s 3-WAY LIGHT 5WITGH i I ( I� ° DIMMER LIGHT 5WITGH B NY �GORRIDOR \ B NY DUPLEX RECEPTACLE 3a, O ` 301 GE220 VOLT RECEPTACLE �- 4-PLEX RECEPTACLE � GROUND FAULT INT DUPLEX RECEPTACLE �wP GROUND FAULT INT DUPLEX RECEPTACLE " - WEATHER PROOF DOORBELL APPROVED I CHECKED JOB NUMBER , 3RD FLOOR LIGHTING AND POWER PLAN DATE EDITED [- 3/14/13 DATE FLATTED i; q/21/13 DRAWING NAME 01 1' 2' 4' a' 12' 3RD FLOOR LIGHTING AND ' J' GRAPHIC SCALE: 1/4"=1'-0" POWER PLAN DRAWING PERMIT 155UE A403 IIS' ' I i I� f FIN15H SCHEDULE PLUMBING FIXTURE 5GHEDULE V G I INC�LLS E L ITEM ROOM MANUFACTURER/MODEL0 N W Q TOP RIGHT BOTTOM LEFT SPARGE ROOM NAME FLOOR BASE MAT. FINISH MAST. FINISH MAT. FINISH MAST. FINISH MST. FINISH HEIGHT REMARKS 100 COVERED PORCH CONC/TILE F'' MN 101 ENTRY FOYER WOOD WOOD GWB PT GAB PT GAB PT We PT GWB PT - - KITCHEN SINK FAUCET 101 OANZE, PARMA COLLECTION, 0455158 z No 102 LIVING ROOM WOOD WOOD GAB PT GAB PT GWB PT GAB PT GAB PT 8'-11"+- - KITCHEN SINK 101 55M, UNDER-MOUNT COORDINATE A/COUNTER 103 CORRIDOR A000 WOOD GAB PT GAB PT GAB PT GAB PT We PT 8'-11"+- - ain�oa�tgaa 104 CL05ET WOOD WOOD GWB PT GWB PT GAB PT GAB PT GAB PT 51-11 +- - BAR SINK FAUCET 106 KOHLER, ALIGN, MODEL 55655R5, 5TAINLE55 STEEL 105 1/2 BATH PORC.TILE TILE GAB PT GAB PT GAB PT GAB PT GWB PT 8'-11"+- - 106 KITCHEN EXPAN51ON WOOD AOOD GAB PT GAB PT GAB PT GAB PT GAB PT 8'-11"+- - BAR SINK 106 55M, UNDERMOUNT COORDINATE &COUNTER !' I 101 EXI5TING KITCHEN WOOD WOOD EX15T. GAB PT EXIST. GAB PT EXIST. We PT EX15T. GAB PT EXIST. GAB PT 8'-0"+- - TOILET FIXTURE 105,210, KOHLER, AELLAORTH, 2 PIECE ELONGATED DUAL FLUSH, WHITE 108 EXI5TING LAUNDRY EX15T. EXIST. GA8 PT GAB PT GAB PT GAB PT GAB PT 8'-0"+- - 213,302 10q PANTRY WOOD AOOD We PT GWB PT GWB PT GAB PT GAB PT 8'-11"+- - PEDESTAL 51NK(/2 BATH) 105 KOHLER, REVE 23" PEDESTAL 51NK, AHITE 110 CLOSET AOOD WOOD GAB PT GAB PT GWB PT GAB PT GWB PT - SINK FAUCET l/2 BATH) 105, 211 MOEN,gO DEGREE, MODEL T56120, CHROME 112 DINING WOOD WOOD GWB PT GWB PT GAB PT GWB PT GWB PT 8'-11"+- - � - 113 STAIR WODD WOOD GAB PT GWB PT GAB PT GAB PT GAB PT - - % KOHLER SUNWARD 12"X42" DROP IN BATH WHITE BATH TUB ROP-IN - . BA DROP-IN 210 213 200 CORRIDOR WOOD WOOD GWB PT GAB PT GAB PT GAB PT GAB PT 51-11 +- - 201 CLOSET AOOD WOOD GWB PT GAB PT GWB PT GYM PT GAB PT 8'-11"+- - BATH TUB FILLER 210 MOEN,gO DEGREE, MODEL cMg2 CHROME 2 HANDLE HIGH ARG 202 PLAYROOM AOOD AOOD GWB PT GAB PT GAB PT GWB PT GWB PT 8'-11"+- - TUB FILLER W/HAND HELD 5HOWER DIVERTER 203 CLOSET WOOD WOOD GWB PT GAB PT GWB PT GWB PT GWB PT 8'-11"+- - SHOWER FAUCET 210 MOEN,gO DEGREE, MODEL T53115, CHROME 204 CORRIDOR AOOD WOOD GWB PT GWB PT GWB PT GAB PT GAB PT - 205 BEDROOM 1 WOOD WOOD GAB PT GAB PT GWB PT GWB PT GAB PT 8'-11"+- - BATH TUB FILLER 213 MOEN,VE5TIGE, MODEL g1g2, CHROME, TUB FILLER A/HAND HELD 206 CLOSET WOOD WOOD GWB PT GAB PT GWB PT GWB PT GAB PT 8'-11"+- - 5HOAER DIVERTER o 201 BEDROOM 2 WOOD WOOD GAB PT GWB PT GWB PT GAB PT (;,WB PT 8'-11"+- - SHOWER FAUCET 213 MOEN,VE5TIGE, MODEL T2605, CHROME 208 CL05ET WOOD WOOD GAB PT We PT GWB PT GAB PT GWB PT 51-1111+- - 20q CORRIDOR WOOD WOOD GWB PT GWB PT GYVB PT GA8 PT GAB PT 8'-11"+- - 51NK FAUCET 213 MOEN, VE5TI6E, T6305 + g000, CHROME, 3 HOLE MOUNT ' 210 BATHROOM PORG. TILE TILE GWB PT GWB PT GAB PT GAB PT GWB PT 8'-11"+- - 211 BEDROOM 3 WOOD AOOD GWB PT GWB PT GAB PT GAB PT GAB PT 8'-11"+- - BATH TUB- MASTER BATH 302 KOHLER, 5UN5TRUGK 66X36, FREE STANDING, K-636q, WHITE 212 CLOSET AOOD AOOD GAB PT GWB PT GAB PT GWB PT GWB PT 8'-11"+- - ROMAN TUB FILLER 302 AATERFALL 5POUT TUB FILLER, CHROME 213 BATHROOM PORC. TILE TILE GWB PT GAB PT GWB PT GAB PT GAB PTI 8'-11"+- - 300 CORRIDOR AOOD WOOD GAB PT GAB PT GAB PT GAB PT GAB PT 81-1111+- - SHOWER FAUCET 302 51NOFAUGET, 22 RECTANGLE, DUAL SHOWER, WATERFALL AND < 301 MA5TER BEDROOM WOOD WOOD GAB PT GAB PT GWB PT GAB PT GWB PT 8'-11"+- - RAINFALL FUNCTION, HM 2202 1.1_I _Q GAB PT 8'-11"+- - v ui 302 MASTER BATHROOM PORG. TILE TILE GAB PT GWB PT GWB PT GWB PT SINK FAUCETS 302 WATERFALL 51NK FAUCET, CHROME, 3 HOLE 7— u'I 303 CL05ET WOOD WOOD GWB PT GAB PT GWB PT GAB PT GWB PT 8'-11"+- - lel 0 304 CL05ET AOOD WOOD GAB PT GAB PT GAB PT GAB PT We PT 8'-11"+- - Q L" 1L - 305 MU510 ROOM WOOD AOOD (WO PT GAB PT GAB PT GAB PT GWB PT 8'-11"+- 306 OFFICE WOOD AOOD GAB PT GWB PT GWB PT We PT GWB U� DOOR 5CoHEPULE to DOOR 51ZE DOOR FRAME is MARK WIDTH HEIG # OF HARDWARE HT LEAVES TYPE MATERIAL TYPE MATERIAL HEAD JAMB SILL GROUP REMARKS RATINGLu Z 100 3'-0" 6'-8" 1 1 ALUM GLAD AO 1/A502 8/A503 2/A502 18" 5IDE LIGHT5 ON EACH 51DE OF DOOR IMPACT RE515TANT 103 3'-0" 6'-8" 1 2 ALUM GLAD WD 1/A502 8/A503 2/A502 IMPACT RE515TANT 104 2'-8" 6'-8" 1 5 AD WO 6/A503 2/A503 105 3'-0" 6'-8" 1 4 AD WO 6/A503 3/A503 108 EXI5TIN6 EXI5TING 1 EXI5TING AD AD EXISTING TO REMAIN 10q 3'-0" 6'-8" 1 4 AD AD 4/A503 2/A503 5LIDING POCKET DOOR 110 2'-8" 6'-8" 1 5 AD WD 6/A503 2/A503 A 201 2'-6" 6'-8" 1 6 AD AD 6/A503 2/A503 203 2'-8" 6'-8" 1 5 WO WO 6/A503 2/A503 m 205 3'-0" 6'-8" 1 4 WD WD (6/A503 2/A503 I 206 4'-0" 6'-8" 2 1 AD AD 6/A503 2/A503 CLOSET DOUBLE DOOR 201 3'-0" 6'-8" 1 4 AD AD 6/A503 2/A503 208 4'-0" 6'-8" 2 1 AD AD 6/A503 2/A503 CL05ET DOUBLE DOOR 210A 3'-0" 1 4 AD WO 6/A503 3/A503 210B 3'-0" 2 8 AD WO 6/A503 2/A503 CLO5ET DOUBLE DOOR 210C 2'-8" 6'-8" 1 5 AD WD 4/A503 1/A503 5LIDING POCKET DO) R � ' I 211 3'-0" 6'-8" 1 4 AD WO 6/A503 2/A5030 212 5 AD WO 6/A503 2/A503 o ti 213A 3'-0" 6'-8" 1 4 AD AD 6/A503 3/A503 cNECKED 213B 3-0 6 8 2 8 WO WO 6/A503 2/A503 CL05ET DOUBLE DOOR - JOB NUMBER i i 302A 2'-8" 6'-8" 1 5 WD AD 4/A503 3/A503 5LIDING POCKET DOOR DATE EDRED 302B 2'-8" 6'-8" 1 5 AD WO 4/A503 3/A503 5LIDING POCKET DOOR q/4/13 DATE PLOTTED C POCKET g/21/13 UI 302C 2-8,� 6-8 1 5 AD WD 4/A503 1/A503 SLIDINDOOR DRAWING NAME FIN15H / DOOR 306 3'-0" 6'-8" 1 2 ALUM GLAD AD 344/A502 51M 8/A503 2/A502 TRANSOM TYPE T2 ABOVE DOOR IMPACT RESISTANT FIXTURE 301A 4'-0" 6'-8" 2 3 ALUM GLAD AD 1/A502 8/A503 2/A502 IMPACT RESISTANT 5GHEDULE5 DRAWING# I 3018 4'-0" 6'-8" 2 3 ALUM GLAD WO 1/A502 8/A503 2/A502 IMPACT RESISTANT PERMIT ISSUE A500 I i i I ' I TRAN50M TYPE T1 TRAN50M TYPE T2 TRAN50M TYPE T3 TRAN50M TYPE T4 I wdD HANDRAIL 11EEl i .-- I 1 I __________________ _ �_-__---------__ WOOD FINISH FLOORING 0 D ------------ --------------- --, w I € I s--------___-......,,,...E I € u- zo tQ in t I I Y cV f� r PLYWOOD 5UBFLOOR 0Qi �i N m o i I i w TREAD AND R15ER _ azn��a�zq�z ' I €i i ' 4 -A NOTCHED 5TRINGER € € i in tl I I Ap CV I �4 1 SOFFITsk I --------- - 1 BLOCKING O EL: 20'-9 1/2° 3rd FLOORDEGKING WINDOW TYPE 10 WINDOW TYPE 11 WINDOW TYPE 12 3 TYPICAL STAIR DETAIL1/211 ' -h ; . ,.. 46 --------------------i € € --------------------- ----------- - -- a 1.30 r----- - - - s — --------------------, -� I i I I € I I t t I I N L---------------.--_--- rL I E t 8 j I I 1 t € I W 3 ------------------ ---------------------- -__-_-----.--_...._.-- -------A--------------- is.__.......------ 2'-5" 2'-1" I EL: 10'-4 5/4" OIL 2nd FLOOR DECKING �.�..� A WINDOW TYPE 4 WINDOW TYPE 5 WINDOW TYPE 6 WINDOW TYPE l WINDOW TYPE 8 WINDOW TYPE q v z UA t� i Lu Z NINPOW 5GHEDUL Q w �-�- `^I } MARK HEIGHT MATERIAL TYPE HEAD JAMB SILL REMARKS -------------------- � --------- 4�` 1 3'-1" ` " ALUM GLAD DOUBLE HUNG b/A502 l/A503 l/A502 FELLA WINDOWS;ARCHITECT SERIES ALUMINUM GLAD;PROVIDE IMPACT GLAZING WHERE REQUIRED 3'-1" 5'-5" ALUM GLAD DOUBLE HUNG 6/A502 l/A503 l/A502 WI FELLA NDOWS;ARCHITECT SERIES ALUMINUM GLAD;PROVIDE IMPACT GLAZING WHERE REQUIRED � i Q , � I U I I t - iv € 3 2'-1"DIA - ALUM GLAD FIXED l/A503 l/A503 VA503 FELLA WINDOW5,ARCHITECT SERIES,FULL CIRCLE, ALUMINUM GLAD;PROVIDE IMPACT GLAZING WHERE REQUIRED I I € zEDv I I ' 4 3'-1" =4 11" ALUM GLAD DOUBLE HUNG 6/A502 VA503 l/A502 FELLA WINDOWS;ARCHITECT SERIES ALUMINUM GLAD;PROVIDE IMPACT GLAZING WHERE REQUIRED e I { t I 1 i 5 2'-1" 4'-11" ALUM GLAD DOUBLE HUNG 6/A502 l/A503 l/A502 FELLA WINDOW5;ARCHITECT 5ERIF-5 ALUMINUM GLAD;PROVIDE IMPACT GLAZING WHERE REQUIRED Z I 1 i i 2_1 6 3'-1" 2'-11" ALUM GLAD FIXED b/A502 l/A503 l/A502 51M FELLA WINDOWS;ARCHITECT 5ERIE5 ALUMINUM GLAD;PROVIDE IMPACT GLAZING WHERE REQUIRED € ILu 1 I { � l 3'4"DIA - ALUM GLAD FIXED l/A503 l/A503 l/A503 FELLA WINDOWS;ARCHITECT SERIES,FULL CIRCLE, ALUMINUM GLAD;PROVIDE IMPACT GLAZING WHERE REQUIRED 8 2'-5" 4'-5" ALUM GLAD DOUBLE HUNG b/A502 l/A503 l/A502 FELLA WINDOWS;ARCHITECT 5ERIES ALUMINUM GLAD;PROVIDE IMPACT GLAZING WHERE REQUIRED € 1 3 I I + i 6 3'-1" 2'-1" ALUM GLAD FIXED 6/A502 l/A503 l/A502 SIM FELLA WINDOWS;ARCHITECT SERIES ALUMINUM GLAD;PROVIDE IMPACT GLAZING WHERE REQUIRED 10 2'-1" 5'-11" ALUM GLAD DOUBLE HUNG 4/A502 l/A503 l/A502 FELLA WINDOW5;ARCHITECT SERIES ALUMINUM GLAD;PROVIDE IMPACT GLAZING WHERE REQUIRED L__________ _________� ALUM GLAD FIXED 4/A502 l/A503 l/A502 PELLA WINDOWS;ARCHITECT SERIES ALUMINUM GLAD;PROVIDE IMPACT GLAZING WHERE REQUIRED 3_p 12 2'-5" 3'-5" ALUM GLAD FIXED 4/A502 l/A503 l/A502 FELLA WINDOWS;ARCHITECT SERIES ALUMINUM GLAD;PROVIDE IMPACT GLAZING WHERE REQUIRED 00, EL: lst FLOOR DECKING RE 19t F — — — — — — — — — — — — — — — — — — Tl 2'-1" 1'-5" ALUM GLAD TRAN50M 3/A502 I/A503 51M 4/A502 PELLA WINDOW5;ARCHITECT SERIES ALUMINUM GLAD;PROVIDE IMPACT GLAZING WHERE REQUIRED RE — — —WINDOW TYPE 1 — WINDOW TYPE 2 WINDOW TYPE 3 T2 3'-2" 1'-5" ALUM GLAD TRAN50M 3/A502 l/A503 51M 4/A502 51M PELLA WINDOW5;ARCHITECT SERIES ALUMINUM GLAD:PROVIDE IMPACT GLAZING WHERE REQUIRED T5 3'-1" 1'-5" ALUM GLAD TRAN50M 3/A502 l/A503 51M 4/A502 FELLA WINDOW5;ARCHITECT SERIES ALUMINUM GLAD;PROVIDE IMPACT GLAZING WHERE REQUIRED Q T4 2'-5" 1'-5" ALUM GLAD TRAN50M 3/A502 l/A503 51M 4/A502 FELLA WINDOWS;ARCHITECT 5ERIE5 ALUMINUM GLAD;PROVIDE IMPACT GLAZING WHERE REQUIRED m 1 WINDOW TYPE ELEVATIONS - BASED ON FELLA ALUMINUM GLAD (ARCHITECTURAL SERIES) A501 1/2"= 1'-0" I 6'-4" 3'-1 l/8" 4'-2 1✓4" 3'-0" 2'_8" 1'-6" WINDOW AND DOOR GENERAL NOTES: - i--------------------- ----------------------------- 1. PROVIDE FLASHING/SEALANT TAPE;ALUMINUM-FOIL-BACKED BUTYL WINDOW AND DOOR FLASHING TAFE;VERIFY SEALANT �j COMPATIBILITY WITH SEALANT MANUFACTURER € ❑❑❑ 1 1 ❑�LLJ € I ❑❑❑ 1 1 j I { 1 I I i 1 ■ ■ . . . . 2. PROVIDE EXTERIOR SEALANT AROUND PERIMETER OF WINDOW AND DOOR OPENINGS;PROVIDE SEALANT PER MANUFACTURER'S RECOMMENDATION. SEAL WINDOW5 AND DOORS TO EXTERIOR WALL CLADDING WITH SEALANT AND RELATED BACKING MATERIALS 1 11 II 1 1 I I I AT PERIMETER OF A-%EMBLY I I 3. INSTALL WINDOWS AND DOORS IN ACCORDANCE WITH MANUFACTUER'S INSTRUCTIONS I It If 1all 1 I € 1 i I � i I 4. INSTALL WINDOW5 AND DOORS TO BE WEATHER-TIGHT AND FREELY OPERATING dil -1 � "'i,I t f I I 1 I 1 1 € �O �p I i I f i i i i i i 5. MAINTAIN ALIGNMENT WITH ADJACENT WORK,TYPICAL APPROVED $ i 6. SECURE ASSEMBLY TO FRAMED OPENINGS PLUMB AN D SQUARE )NITHOUT1ST D ORTION OHEC4 1. INTEGRATE WINDOW AND DOOR SYSTEM INSTALLATIONS WITH EXTERIOR WEATHER-RE5ISTANT BARRIER USING FLA5HING/SEALANT _ TAPE. APPLY AND INTEGRATE FLASHING/5EALANT TAPE WITH WEATHER RE515TANT BARRIER USING WATER5HED PRINCIPLES IN JOB NUMBER LLLJ ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS 8 I I E I 1 I I 8 1 DATE EDITED REFERENCE EL: 0'-0 8. PLACE INTERIOR SEAL AROUND WINDOW AND DOOR PERIMETERS TO MAINTAIN CONTINUITY OF BUILDING THERMAL AND AIR BARRIER 8/28/13 T.O. DECKING - — U51% INSULATING-FOAM SEALANT;LOW EXPANSION, LOW-PRE55URE POLYURETHANE INSULATING WINDOW AND DOOR FOAM SEALANT DATE PLOTTED �I SIDELIGHT DOOR TYPE 1 SIDELIGHT DOOR TYPE 2 DOOR TYPE 3 DOOR TYPE 4 DOOR TYPE 5 DOOR TYPE 6 DOOR TYPE 7 DOOR TYPE 8 DRAWING NAME WINDOW AND 2 DOOR TYPE ELEVATIONS o' 1' 2' 4' 8' 12' DOOR ` _ ELEVATION5 A501 1/2 - 1'-0° GRAPHIC SCALE: 1/4"=1'-0" DRAWING+ f I PERMIT 155UE A501 I I h I I I I - , I GRACE PERM-A-BARRIER WALL MEMBRAN , ALL GRACE PERM-A-BARRIER WMEMBRANE, GRACE PERM-A-BARRIER WALL MEMBRANE,OR APPROVED EQUIVALENT ON NEW PLYWOOD APPROVED EQUIVALENT ON NEW PLYWOOD SHEATHING. APPROVED EQUIVALENT ON NEW PLYWOOD SHEATHING. PROVIDE CONTINUOUS AIR/M015TURE PROVIDE CONTINUOUS AIR/MO15TURE SEAL AT JOINTS SHEATHING. PROVIDE CONTINUOUS AIR/M015TURE O H � g SEAL AT JOINTS AND GRANGES IN WALL VENEER 6"P.T.to STUD SYSTEM AND CHANGES IN WALL VENEER DIMENSION,TYP. 6"P.T.YVD STUD SYSTEM SEAL AT JOINTS AND CHANGE5 IN WAIL VENEER b"P.T.AD STUD SYSTEM DIMENSION,TYP. DIMENSION,TYF. u.i � 67M,PRIMED AND PAINTED 5/e'GWB, PRIMED AND PAINTED 5/8'(511"1PRIMED AND PAINTED > N LAP 5IDING STARTER,TYPICAL LAP 5IDING STARTER,TYPICAL N s LAP 5IDING STARTER,TYPICAL ~ `R m RING TYPICAL FLASHING,TYPICAL FLASHING,TYPICAL FLAS C4 CO PROVIDE P.T.WOOD LINTEL,SEE PROVIDE P.T.WOOD LINTEL,5EE PROVIDE P.T.YVOOD LINTEL,SEE HARDI TRIM OR AP STRUCTURAL;PROVIDE PLYWOOD HARDI TRIM OR AP STRUCTURAL;PROVIDE PLYWOOD HARDI TRIM OR APPROY STRUCTURAL;PROVIDE PLYWOOD azn�oa�iq�z EQUIVALENT FILLER FOR SOLID FILL EQUIVALENT FILLER FOR SOLID FILL EQUIVALENT FILLER FOR SOLID FILL N PROVIDE PROTECTO WRAP PROVIDE PROTECTO WRAP 5EALING/FLASHING TAPE PROVIDE PROTECTO WRAP 5EALIN6/FLA5HIN6 TAPE OR INTERIOR WOOD TRIM :PROVIDE INTERIOR WOOD TRIM ;PROVIDE INTERIOR WOOD TRIM ;PROVIDE APPROVED EQUIVALENT ON TOP AND SEALANT AT JOINTS PRIOR TO PAINTING, OR APPROVED EQUIVALENT ON TOP AND 51DE WINDOW SEALING/FLASHING TAPE OR 5IDE DOOR FLANGES,TYP. FLANGES,TYP. SEALANT AT JOINTS PRIOR TO PAINTING, APPROVED EQUIVALENT ON TOP AND SEALANT AT JOINTS PRIOR TO PAINTING, TYPICAL TYPICAL TYPICAL 5IDE WINDOW FLANGES,TYP. PROVIDE PEMKO,OR APPROVED EQUAL,DRIP PROVIDE � ,. .•` ► � _ EXP05FD EXTERIOR DOOR5 SEALANT E �, PROVIDE PROVIDE , SEALANT SEALANT ' INTERIOR WOOD TRIM BEYOND;PROVIDE INTERIOR WOOD TRIM BEYOND;PROVIDE INTERIOR WOOD TRIM BEYOND;PROVIDE SEALANT AT JOINTS PRIOR TO PAINTING, SEALANT AT JOINTS PRIOR TO PAINTING, SEALANT AT JOINTS PRIOR TO PAINTING,HEAD TYPICAL TYPICAL TYPICAL ^°a TRAN50M HEAD HEAD i 3 DETAIL 6 DETAIL I � I o� liL I PROVIDE FELLA DOUBLE HUNG, ARCHITECTURAL SERIES WINDOW SYSTEM; COORDINATE WINDOW TYPE/FINISH WITH 1 DETAIL _ OWNER PRIOR TO ORDER;PROVIDE PROPER OPENA502 1/4"=1'-0° GONDING IN ITION TYP. SYSTEM FOR WATER-TIGHT D PROVIDE FELLA,ARCHITECTURAL SERIES WINDOW AND TRANSOM SYSTEMS;COORDINATE WINDOW TYPE/FINISH WITH I •PROM PROPER OPENING IN OWNER PRIOR TO ORDER DE E E WALL SYSTEM FOR WATER-TIGHT CONDITION,TYP. PROVIDE CONTINUOUS SILL PAN WITH SEALED JOINTS PRIOR TOLu CN CHEICKRAIL SETTING WINDOW. — V Lu T P S ING/FLASHING TAPE OR PROVIDE PROTECTO WRA EAL PROVIDE NT LU O INTERIOR WOOD TRIM ;PR DE SEALA APPROVED EQUIVALENT ON TOP AND 5IDE WINDOW FLANGES,TYP. AT JOINTS PRIOR TO PAINTING TYPICAL PROVIDE CONTINUOUS SILL PAN,WITH 5 INTERIOR WOOD TRIM BEYOND;PROVIDE _A LU JOINTS PRIOR TO SETTING WINDOW. SEALANTAT JOINTS PRIOR TO PAINTING PROVIDE FULL BED OF SEALANT,5CREA IN TYPICAL in } BOTTOM FLANGE. DO NOT TAPE LOWER PROVIDE SEALANT Lu HEAD/ FLANGE FOR PROPER DRAINAGE. PROVIDE SHIMS IN OPENING IF REQUIRED I FOR PROPER FIT v TRAN50M 5ILL � HARDI TRIM OR APP QM EQUIVALENT INTERIOR WOOD TRIM ;PROVIDE SEALANT PROVIDE PROTECTO WRAP AT JOINTS PRIOR TO PAINTING,TYPICAL FRAME BEYOND;PRIMED AND 5EALING/FLA5HING TAPE OR APPROVED PAINTED DOOR AS SCHEDULED EQUIVALENT ON TOP AND 5IDE WINDOW PROVIDE 4 DETAIL FLANGES,TYP. SEALANT Lu L� DOOR BOTTOM 5AEEP HARDI-LAP SIDING SYSTEM;1.25"WITH 6" A502 1/4"=1'-0" EXPOSURE. ANCHOR PER MANUFACTURER'S b"P.T.AD STUD SYSTEM EXTRUDED ALUM.THRESHOLD W/BUMPER SEAQ- FINISH FLOOR-SEE SCHEDULES OR SWEEP-SEE NOTES SPECIFICATIONS. USE NON-C.ORR051VE SCREWS,DOUBLE DIFFED GALVANIZED OR STAINLESS STEEL. W GAB,PRIMED AND PAINTED Y4EATHER5EAL 51 LL CONT.FULL BED OF SEALANT 51 LL ' 4 NOTES: DETAIL ° 1. PROVIDE DOOR SEALS,SWEEPS®ALL EXTERIOR DOORS. 2. PROVIDE A SURFACE MOUNTED"DRIP EDGE"AT THE HEAD CONDITION PROVIDE CONTINUOUS SILL PAN,AITH SEALED JOINT , INTERIOR ROOD TRIM BEYOND;PROVIDE I SEALANT AT JOINTS PRIOR TO PAINTING, OF ALL EXTERIOR/EXP05ED DOORS. PRIOR TO SETTING AINDOA. PROVIDE FULL BED OF TYPICAL SEALANT,SCREW IN BOTTOM FLANGE. DO NOT TAPE WINDOW AND DOOR GENERAL NOTES: LOAER FLANGE FOR PROPER DRAINAGE. PROVIDE SEALANT 1. PROVIDE FLA5HING/5EALANT TAPE;ALUMINUM-FOS-BACKED BUTYL WINDOW AND DOOR FLASHING TAPE;VERIFY SEALANT COMPATIBILITY WITH SEALANT PROVIDE SHIMS IN OPENING IF REQUIRED MANUFACTURER FOR PROPER FIT 2. PROVIDE EXTERIOR SEALANT AROUND PERIMETER).')F WINDOW AND DOOR OPENING5; PROVIDE SEALANT PER MANUFACTURER'S RECOMMENDATION. SEAL AINDOA5 AND DOORS TO EXTERIOR WALL CLADDING WITH SEALANT AND RELATED BACKING MATERIALS AT PERIMETER OF A55EMBLY HARDI TRIM OR APPROVED EQUIVALENT INTERIOR WOOD TRIM ;PROVIDE SEALANT AT JOINTS PRIOR TO PAINTING,TYPICAL 5. INSTALL WINDOWS AND DOORS IN ACCORDANCE WITH MANUFAGTUERS INSTRUCTIONS ' PROVIDE PROTECTO WRAP SEALING/FLASHING TAPE OR APPROVED 4. INSTALL AINDOW5 AND DOORS TO BE WEATHER-T1GHT AND FREELY OPERATING PROVIDE AN 51 AI OW 'I TON TOP ND IV D DE EQUIVALENT FLAN6E5,TYP. SEALANT 5. MAINTAIN ALIGNMENT WITH ADJACENT AORK,TYPtAL HARDI-LAP51i SYSTEM;'1.25"WITH 6" 6"P.T.WD STUD SYSTEM b. SECURE A55EMBLY TO FRAMED OPENIN65,FLUM15 AND SQUARE,WITHOUT DISTORTION EXPOSURE. ANCHOR PER MANUFACTURERS SPECIFICATIONS. USE NON-CORRO51VE 1. INTEGRATE WINDOW AND DOOR SYSTEM IN5TALLATION5 WITH EXTERIOR WEATHER-RESISTANT BARRIER U51NG FLA5HING/5EALANT TAPE. APPLY AND INTEGRATE �a 50REII DOUBLE DIPPED GALVANIZED OR FLASHING/5EALANT TAPE WITH M�ATHER RE515TMT BARRIER U51NG AATER5HE0 PRINCIPLES IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS STAINLE55 STEEL. 5/e'GAB,PRIMED AND PAINTED APPROVED 8. PLACE INTERIOR SEAL AROUND WINDOW AND DOOR PERIMETERS TO MAINTAIN CONTINUITY OF BUILDING THERMAL AND AIR BARRIER USING IN5ULATTNG-FOAM SEALANT;LOW EXPANSION,LOW-PRESSURE POLYURETHANE IN5ULATING WINDOW AND DOOR FOAM SEALANT CMEC� 5ILLJOB NUMBER DATE EDITED I 8/28/13 5 DETAIL DATE POTTED DETAIL 9/2y13 2 DRAWING NAME WINDOW AND DOOR 0' 11 2' 41 5 12' DETAILS DRAWING u (A! PERMIT ISSUE A50 2 GRAPHIC 5GALE: 1/4"=1'-0" i i FRAME WIDTH INTERIOR WOOD SILL;PRIMED AND INTERIOR WOOD TRIM ;PROVIDE PAINTED SEALANT AT JOINTS PRIOR TO PAINTING, ' TYPICAL w GWS,PRIMED AND PAINTED PROVIDE PROTECTO WRAP DOOR A5 SCHEDULED5EALING/FLA5HING TAPE OR APPROVED ~ w 61,WOOD STUDS Q EQUIVALENT ON TOP AND 51DE WINDOtiE—+ Ln Il P 2X FRAMING FLANGES,TYP. � 10-1 � } C4 'z ! ~ � m WINDOW A5 f yy ) C4 R SCHEDULED c4 M � m ... SLIDING DOOR TRACK azn�oa�igoz INTERIOR WOOD TRIM;PRIMED AND PAINTED c'j WOOD DECKING SUB FLOORING FRAME BEYOND; — — — — — PRIMED AND PAINTED MARBLE SILL TILE FLOOR-SEE DOOR AS SCHEDULED ' Nm SCHEDULES HARDI TRIM OR AP HARDI-LAP SIDING SYSTEM;1.25"WITH 6" TILE FLOOR-SEE EQUIVALENT EXPOSURE. ANCHOR PER MANUFACTURER'S SPECIFICATIONS. USE NON-GORROWE 5GREW5, SCHEDULES PROVIDE SEALANTJAMB DOUBLE DIPPED GALVANIZED OR STAINLESS , 1 STEEL. DETAIL 4 DETAIL , DETAIL A503 A503 1/4"= 1'-0" A503 1/4 -1-0 � I 0 s GRACE PERM-A-BARRIER WALL MEMBRANE,OR APPROVED FRAME WIDTH EQUIVALENT ON NEW PLYWOOD SHEATHING. PROVIDE CONTINUOUS AIR/MO15TURE SEAL AT JOINTS AND CHANGES IN WALL VENEER DIMENSION,TYP. HARDI TRIM OR AP EQUIVALENT k. PROVIDE PROTECTO WRAP HARDI-LAP BIDING 5Y5TEM:1.25"WITH b" GWS,PRIMED AND PAINTED 5EALING/FLA5HIN6 TAPE OR APPROVED EXPOSURE. ANCHOR PER MANUFACTURERS 1 EQUIVALENT ON TOP AND SIDE WINDOW SPECIFICATIONS. USE NON-CORROSIVE b"WOOD 5TUD5 FLANGES,TYP. 5CREW5,DOUBLE DIPPED GALVANIZED OIR 2X FRAMING STAINLESS STEEL. h EXTRUDED ALUM.THRESHOLD SET IN FUL DOOR AS SCHEDULED BED OF SEALANT Lu Ci z � 0 INTERIOR WOOD TRIM;PRIMED AND PAINTED Q 1„U L ■s1 >• LLI FRAME BEYOND; — �- PRIMED AND PAINTED WOOD DECKING SUB FLOORING DOOR A5 SCHEDULED L "J* 6 . .:. :... FINISH FLOOR PROVIDE PROTEGTO WRAP Q SEALING/FLA5HING TAPE Ok APPRO'vW Z ■ 1 z EQUIVALENT ON TOP AND 51DE DOOR GWS,PRIMED AND PAINTED V ' FLANGES,TYP. 0 F— b"P.T.WD STUD SYSTEM Z � ------------ --- ------ -------- — ---- DOOR.A55GHEDULED JAMB INTERIOR WOODTRIM ;PROVIDE L SEALANT AT JOINTS PRIOR TO PAINTING, - TYPICAL Lt— 2 DETAIL 5 DETAILa DETAIL A503 1/4"=1'-0" A503 1/4"=1'-0" FRAME WIDTH 31/2° a � GWS,PRIMED AND PAINTED 6"WOOD M05 m '•a 2X FRAMING L DOOR A5 SCHEDULED WINDOW AND DOOR GENERAL NOTES: BEYOND: — INTERIOR WOOD TRIM;PRIMED AND 1. PROVIDE FLA5HINGG/5EALANT TAPE;ALUMINUM-FOIL-BACKED BUTYL WINDOW AND DOOR FLA5HINTAPE;VERIFY SEALANT FRAME PRIMED AND PAINTED PAINTED COMPATIBILITY WITH SEALANT MANUFACTURER 1 2. PROVIDE EXTERIOR SEALANT AROUND PERIMETER OF WINDOW AND DOOR OPENINGS;PROVIDE SEALANT PER MANUFACTURERS RECOMMENDATION. SEAL WINDOWS AND DOORS TO EXTERIOR WALL CLADDING WITH SEALANT AND RELATED BACKING MATERIALS AT PERIMETER OF A55EMBLY WOOD DECKING SUB FLOORING 3. INSTALL WINDOWS AND DOORS IN ACCORDANCE WITH MANUFACTUERS INSTRUCTIONS FIN15H FLOOR 4. INSTALL WINDOWS AND DOORS TO BE WEATHER-TIGHT AND FREELY OPERATING TILE FLOOR-SEE ?AND 5. MAINTAIN ALIGNMENT WITH ADJACENT WORK TYPICAL SPECIFICSCHEDULATIONS MARBLE SILL APPRovED L4 6. SECURE A55EMBLY TO FRAMED OPENINGS,PLUMB AND SQUARE,WITHOUT DISTORTION ———— DOOR A5 SCHEDULED 1. INTEGRATE WINDOW AND DOOR SYSTEM INSTALLATIONS WITH EXTERIOR WEATHER-RESISTANT BARRIER USING CHEC W ———————— FLASHING/SEALANT TAPE. APPLY AND INTEGRATE FLA5HING/5FALANT TAPE WITH WEATHER RE51STANT BARRIER U51% WATERSHED PRINCIPLES IN ACCORDANCE WITH MANUFACTURERS INSTRUCTIONS .Fe NUMBER 5. PLACE INTERIOR SEAL AROUND WINDOW AND DOOR PERIMETERS TO MAINTAIN CONTINUITY OF BUILDING THERMAL AND AIR DATE EDITED BARRIER U51NG INSULATING-FOAM SEALANT; LOW EXPANSION, LOW-PRE55URE POLYURETHANE INSULATING WINDOW AND 8/28/13 3 DETAIL b DETAIL DOOR FOAM SEALANT DATE PLOTTED 21/13 A503 1/4"=1'-0" A503 1/4"= 1'-0" DRAWING NAME WINDOW AND , DOOR DETAI 5 01 11 2 4 al 12 # L DRAWING � I I GRAPHIC SCALE: 1/4"=1'-0" PERMIT ISSUE A503 I I U�