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20 seminole landing rd 9-28-17 drwgsCODE SUMMARY • FLORIDA BUILDING CODE FIFTH EDITION (2014) •AL CODE FIFTH EDITION (2014 FLORIDA RESIDENTIAL � • FLORIDA EXISTING BUILDING CODE FIFTH EDITIONI (2014) • FLORIDA MECHANICAL CODE FIFTH EDITION (2014 • FLORIDA PLUMBING CODE FIFTH EDITION (2014) • NATIONAL ELECTRIC CODE (2011) l SQUARE FOOTAGE INFORMATION • EXISTING CONDITIONED SPACE (FIRST FLOOR) • EXISTING CONDITIONED SPACE (SECOND FLOOR) STRUCTURE HEIGHT AND 1425 S. F. 746 S. F. OF STORIES 11 Vi ghASSIS51 t ,YPRES� LANDINI !! OSA COVE CT YILLOW COVE CT 170. 1.FORSYTH VTCTNTTY MAP z A PLAN INDEX � DWG. N0. TITLE � 50.0 DESIGN CRITERIA &GENERAL NOTES 51.0 FOUNDATION PLAN 52.0 TYPICAL WOOD FRAME DETAILS A-1 EXISTING FLOOR PLANS A-2 DEMOLITION (DEMO) FLOOR PLANS A-3 RENOVATION FLOOR PLANS D-1 FLASHING DETAILS SCANNED Date: , ZJZ14, OFFICE COPY • U Q W m cf� l }-- O Z Q O a U f-- O Az Q N W ON N c� O z W W W z r. a 0 O� Q ry 0 Li REVISIONS PERMIT 8-24-17 DATE 8-23-17 DRAWN BY SCH CHECKED BY SHEET N0. OF U Q W m cf� l }-- Z Q O a U f-- Q W c� O z W W r. x 0 O� U W � z Q _ J W J O Z_ W U) 0 N REVISIONS PERMIT 8-24-17 DATE 8-23-17 DRAWN BY SCH CHECKED BY SHEET N0. OF DESIGN SPECIFICATIONS GENERAL NOTES Et CONSTRUCTION SPECIFICATIONS DESIGN CODE: 2014 FLORIDA BUILDING CODE - RESIDENTIAL DESIGN IS VOID ONE YEAR AFTER THE DATE OF THE ORIGINAL PLANS, UNLESS PLANS HAVE BEEN REVIEWED FOR CODE COMPLIANCE. DESIGN LOADS: ACTUAL AND UNIFORM ROOF ROOF LOADING (cd=1.25) TOP CHORD LIVE LOAD 20 psf ES COMPONENTS & CLADDING ALLOWABLE DESIGN PRESSURES TRIBUTARY AREA (sf) INTERIOR EDGE STRIP (PSF): ZONE (PSF) 'a' = 4'-6" 10 +25.6 -27.7 +25.6 -34.2 50 +22.9 -25.0 +22.9 -28.8 100 +21.8 -23.9 +21.8 -26.6 GARAG = TE DOOR ROOF SHEATHING SPECIFICATIONS: 7/16", RATED OSB OR PLYWOOD SHEATHING, NAILED w/ 0.113x2" RING SHANK NAILS @ 6" O.C. EDGE & 6" O.C. FIELD (AT GABLE ENDS DECREASE EDGE NAIL SPACING TO 4" O.C. PRESSURES (PSF) SHINGLE- MIN. 24/16, APA WITHIN 4'-0" OF ROOF EDGE). 1 CAR GARAGE +22.9 DOOR -25.0 WALL SHEATHING SPECIFICATIONS: 7/16", 24/16, APA RATED OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. SHEATHING MAY BE (8'x7') FLEXIBLE FINISH -MIN. INSTALLED HORIZONTALLY OR VERTICALLY. FLEXIBLE FINISH WALLS INCLUDE: WOOD, CEMENT, OR VINYL SIDING, HARDI PANEL & BRICK. ALL OTHER WALL SHALL BE CONSIDERED BRITTLE FINISH. 2 CAR GARAGE +21.8 '/t6 ", 24/16, APA RATED 'OSB OR PLYWOOD SHEATHING, FASTENED w/ 8d @ 6" O.C. EDGE AND 6" O.C. FIELD. INSTALL SHEATHING WITH THE LONG DIMENSION PERPENDICULAR TO THE WALL DOOR -23'9 STUCCO FINISH, -MIN. (16'x7') STUDS CONCRETE SPECIFICATIONS• SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI TOP CHORD DEAD LOAD 7 psf (ARCH SHINGL ) TOP CHORD DEAD LOAD 20 psf (TILE SHINGLES) VALUES ABOVE ARE ALLOWABLE WIND PRESSURE VALUES ( SD). THE ALL CONCRETE HAS BEEN DESIGNED IN ACCORDANCE WITH ACI 318-08, AND SHALL BE CONSTRUCTED IN ACCORDANCE WITH ACI 301. ALL CONCRE BOTTOM CHORD LIVE LOAD 10 psf THE AT 28 DAYS CONCRETE AT GARAGE AND PORCH SLABS SHALL HAVE A COMPRESSIVE STRENGTH OF 3000 PSI. BOTTOM CHORD DEAD LOAD 5 psf ABOVE WIND PRESSURES HAVE BEEN REDUCE BY 0.60 AS PERMI TTED BY THE ALLOWABLE STRESS DESIGN METHODOLOGY. NO FURTHER REDUCTION GENERAL NOTES: DEFLECTION CRITERIA: SHALL BE PERMITTED L 240 TOTAL LOAD L 180 ROOF FRAMING: LIVE LOAD / / COMPONENT & CLADDING WALL ELEMENTS SHALL BE DESIGNED F R BOTH FOOTING AND FOUNDATIONS: & TOTAL LOAD L 240 N TABLE ABOVE. FOOTINGS AND FOUNDATIONS SHALL BE IN ACCORDANCE WITH LOCAL BUILDING CODES. FOOTING HAVE BEEN DESIGNED WITH A SOIL BEARING (DESIGN MAXIMUM) OF 2000 PSF. A SOILS INVESTIGATION REPORT IS FLOOR FRAMING: LIVE LOAD L/360 / POSITIVE AND NEGATIVE PRESSURES SHOWN I RECOMMENDED TO VERIFY SUITABLE SUBSURFACE CONDITIONS. IF THE FOOTING ELEVATIONS SHOWN OCCUR IN A DISTURBED OR UNSTABLE SOIL, THE ENGINEER SHALL BE NOTIFIED. SOIL SHALL BE FREE OF WIND LOADING: ORGANIC MATERIAL AND COHESIVE (CLAY) SOILS. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFIED PROCTOR IN ACCORDANCE WITH ASTM D 1557. ASCE 7/10 LINEAR INTERPOLATION IS PERMISSIBLE. -------------- C PLUS = PRESSURE AND MINUS = SUCTION. FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFORMATION. FOR GENERAL FEATURES, CONDUITS, ELECTRICAL EMBEDS, STEP HEIGHTS, ETC., SEE ARCHITECTURAL PLANS. DO NOT SCALE FOOTING DIMENSIONS AND BASIC WIND SPEED (ASCE 7-10) LOCATION FROM THE FOUNDATION PLAN SHOWN ON S1.0. DO NOT DETERMINE FOOTING LOCATION BASED ON EITHER THE ARCHITECTURAL PLAN OR FRAMING PLAN, BUT BY DIMENSIONS PROVIDED ON FOUNDATION IMPORTANCE FACTOR --------------- ___ 1.00 ---------- 14.0 FT DESIGN OF WINDOWS/DOORS FASTENING TO THE WALL FRAMING IS THE PLAN. IF FOOTING SIZE OR LOCATION IS NOT DETERMINED ON PLAN THEN CONTACT ENGINEER OF RECORD (EOR) ------------- MEAN ROOF HEIGHT RESPONSIBILITY OF THE WINDOW/DOOR MANUF./SUPPLIER & SHA_L MEET ROOF PITCH ---------------------------- EXISTING THE ABOVE NOTED POSITIVE AND NEGATIVE PRESSURES. UNLESS OTHERWISE NOTED ON DRAWINGS, MINIMUM CONCRETE COVER FOR REINFORCING SHALL BE 3" IN FOOTINGS AND MESH SHALL BE CENTERED IN SLAB ON GRADE. IN ALL CONTINUOUS FOOTINGS PROVIDE II @ 48" O.C. OR ROD CHAIRS. PROVIDE CONTINUITY OF REINFORCING AT INTE ----------------------- RSECTIONS OF PERPENDICULAR CONCRETE ELEMENTS BY INSTALLING CORNER BARS, MINIMUM OF 40 BAR DIAMETERS INTO EACH BUILDING CATEGORY ELEMENT. SPLICES IN REINFORCING, WHERE PERMITTED, SHALL BE 48 BAR DIAMETERS -------------- -------- 130 MPH EXPOSURE CATEGORY � a � ka� ENCLOSURE CLASSIFICATION -----------------ENCLOSED a CONCRETE SLABS ON GRADE: _ a - R WITH JOINTS LAPPED 6" AND SEALED OVER CLEAN, COMPACTED EARTH OR FILL WITH APPROVED CHEMICAL SOIL TREATMENT FOR INTERNAL PRESSURE COEFFICIENT --- ----------- f .18 ° SHALL BE INSTALLED OVER MINIMUM 6 MIL POLYETHYLENE VAPOR RETARDEM PREVENTION OF SUBTERRANEAN TERMITES. a SAWCUTS: FOR CONTROLLED CRACKING CUT A 1" SAWCUT INTO SLAB IN A 12'x12' GRID WITHIN 12 HOURS OF CONCRETE PLACEMENT, PROVIDE SAWCUTS THROUGH OUT SLAB CALL EOR FOR ALTERNATIVE MATERIAL SPECIFICATIONS DENOTES EDGE STRIP. METHODS. SEE C & C CHART ! ABOVE FOR 'a' DIMENSION WOOD FRAMING SPECIFICATIONS: ALL WOOD FRAMING HAS BEEN DESIGNED IN ACCORDANCE WITH NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION, LATEST EDITION. ALL WOOD MEMBERS EXPOSED TO WEATHER OR IN IF ACZA CONTACT ANCHOR BOLTS &THREADED ROD: SHALL BE IN ACCORDANCE WITH j _M_s ° WITH MASONRY, CONCRETE OR SOIL SHALL BE PRESSURE TREATED. IF, ACQ OR NON -DOT BORATE PRESERVATIVE TREATMENT IS USED, ALL ATTACHED FASTENERS SHALL BE HOT DIPPED GALVANIZED. HARDWARE AND ANCHORS: ASTM A 307 OR ASTM F 1554 GRADE 36. ° L___ _ PRESERVATIVE IS USED, -ALL ATTACHED FASTENERS SHALL BE STAINLESS STEEL. WASHERS: SHALL BE IN ACCORDANCE WITH ASTM A500 (GRADE B).a NUTS: SHALL BE IN ACCORDANCE WITH ASTM A 563 GRADE A HEX. II ROOF COVERING SPECIFICATIONS: SYSTEM. ASPHALT SHINGLES SHALL COMPLY WITH ASTM D3161 AND BE INSTALLED ACCORDING TO THE METAL CONNECTORS: ALL METAL CONNECTORS WHICH ARE EXPOSED TO ° � ° THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF THE ROOF COVERING S. EXTERIOR SHALL BE GALVANIZED. -,� MANUFACTURER'S REQUIREMENTS. CLAY AND TILE ROOFS SHALL BE INSTALLED PER THE "CONCRETE AND CLAY ROOF TILE INSTALLATION MANU RETROFIT REBAR/AL." AND THE MANUFACTURER'S REQUIREMENTS. STANDING SEA ROD INSTALLATION: EMBEDMENT OF RODS OR REBAR [NOT ACTUAL PLAN] � ° METAL ROOFS SHALL COMPLY WITH ASTM E1514` AND BE INSTALLED ACCORDING TO THE MANUFACTURER'S REQUIREMENTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN AND INSTALLATION OF ALL DOWELS SHALL BE 12 BAR DIAMETER MINIMUM, HOLES SHALL BE 1/4" METAL FLASHING AND VALLEY MATERIALS. LARGER THAN REBAR SIX AND 1/6" LARGER THAN THREADED ROD SIZE. WATERPROOFING: (U.0.N.) SCOPE OF SERVICE THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE DESIGN/INSTALLATION OF ALL WATER PROOFING. ANCHORING ADHESIVE: SHALL BE ONE OF THE FOLLOWING PRODUCTS (DUAL CARTRIDGE INSTALLATION ONLY): EPDXY: ITW RED HEAD A7 MEANS AND METHODS: REINFORCING STEEL: SHALL BE ASTM A615, GRADE 60. THE STRUCTURAL ENGINEER SHALL NOT HAVE CONTROL OR BE RES ONSIBLE STRUCTURAL STEEL: SHALL BE ASTM A992, GRADE 50. FOR CONSTRUCTION MEANS, METHODS, TECHNIQUES, PROCEDURES, R WELDED WIRE FABRIC (WWF): SHALL BE ASTM A185. SEQUENCES; FOR THE ACTS OR OMISSIONS OF THE CONTRACTOR 0 ANY LAMINATED VENEER LUMBER (LVL): ALL LAMINATED VENEER LUMBER OTHER PERSONS PERFORMING THE WORK OR FOR THE FAILURE FOR ANY OF SHALL MEET OR EXCEED THE FOLLOWING DESIGN PROPERTIES - ELASTIC THEM TO CONSTRUCT THE WORK IN ACCORDANCE WITH THE CONTR CT' MODULUS (E)1,900ksi, BENDING STRESS (Fb) 2600psi DOCUMENTS. LIMITS OF STRUCTURAL ENGINEERING DESIGN RESPONSIBILITIES: THE ITEMS SPECIFICALLY DESIGNED BY THE STRUCTURAL ENGINEER RE LIMITED'i0 THE FOLLOWING: CONTINUOUS LOAD PATH FOR WIND UP_IFT, WOOD PANEL SHEARWALLS, WALL FRAMING AND REQUIRED SHEATHI G AND HE, 6ERS DIRECTLY SUPPORTING ROOF FRAMING. ITEMS NOT DESIGN =D '15 -RE -ENGINEERED WOOD FLOOR AND ROOF TRUSSES, FLOOR FRAMIN, NOT SPECIFICALLIIADDRESSED, TRUSS -TO -TRUSS CONNECTION, AND AN ARCHITECTURAL, MECHANICAL OR ELECTRICAL SYSTEM. I WOOD FASTENING CHEDULE PLAN LEGEND AND ABBREVIATIONS SIMPSON CONNECTOIN'......J UPLIFT MEMBERS CONNECTION FASTENER INTERIOR LOAD BEARING WALL TYPE BUILT-UP POST IN THE WALL CONNECTOR SYP SPF FASTENERS FL# CODE TOP PLATE TO TOP PLATE FACE NAIL 2 -GUN NAILS @ 12" STAG. GABLE X -BRACE A35 450 450 12-8dx11/2 10446.4 TOP PLATE, LAPS/INTERSECTION FACE NAIL 2-16d) 3 -GUN NAILS HEADER SIZE, JACK AND KING STUD DESIGNATES SHEARWALL. THE (2)2x6-1 /1 QUANTITY. H2.5T 600 520 5-8d EA. END 11478.3 DBL. TOP PLATE TO STUD FACE NAIL 2-16d 3 -GUN NAILS _ ) HIDDEN LINE DESIGNATES SIDE OF Hg 620 530 5-1Odx11/2" EA. END 11470.3 -------------- WALL THE SHEARWALL SHEATHING RIM JOIST TO TOP PLATE To NAIL (8d @ 6") GUN NAIL @ 6" SW TO BE APPLIED. 8d @ 3/6 MTS12 1000 860 7-1Odx11/2" EA. END 10456.3 NAILING- DESIGNATES 8d COMMONS @ 3" HTS20 1450 1245 24-1Odx11/2" EA. END 13872.3 CEILING JOIST TO TOP PLATE TOE NAIL (3-8d) 5 -GUN NAILS 8d@3"/6" O.C. EDGE & 6" O.C. "IN THE CEILING JOIST, OVER PARTITIONS FACE NAIL (3-16d) 4 -GUN NAILS FIELD" MSTA24 1765 1270 9-10d EA. END 13872.4 CEILING JOIST TO ROOF RAFTER FACE NAIL F(�6-16d)GUN NAILS ADJ - ADJACENT LG - Long MSTA36 2050 1870 13-10d EA. END 13872.8 MANUF - Manufacture JOIST/TRUSS TO PLATE TOE NAIL GUN NAILS BM - BEAM18-16d TO TRUSS/BEAM 11496.2 BOT - BOTTOM MONO - Monolithic HTT4 3480 3080 RAFTER TO PLATE TOE NAIL GUN NAILS BRG - BEARING OC - On Center 1-5/8"0 ROD TO FTG. CMU - CONCRETE MASONRY UNIT OSB - Oriented Strand Board 32-16d TO TRUSS/BEAM JACK RAFTER TO HIP TOE NAIL 3-10d) 4 -GUN NAILS DBL- DOUBLE PERP - Perpendicular HTT5 5250 4670 ROOF RAFTER TO 2x_ RIDGE BM. TOE NAIL 2-16d 3 -GUN NAILS DIA - DIAMETER PRE ENG - Pre Engineered 1-5/,,"0 ROD TO FTG. IL ) EA - EACH PSF - Pounds per Square Foot 6-10d TO HEADER CONT. HEADER, TWO PIECES FACE NAIL 16d@ 16" O.C. @ EDGE EE - EACH END PSI - Pounds per Square Inch 10655.113 LUS28 930 780 4-10d TO JOIST EOR - ENGINEER OF RECORD PT - PRESSURE TREATED CONT. HEADER TO STUD TOE NAIL (3-16d) 4 -GUN NAILS EQ _ EQUAL QT - Quick Tie HEADER PLATE TOE NAIL (3-16d) 4 -GUN NAILS EXT - EXTERIOR REINF - Reinforce OFFICE COPY 14 16d TO H 10531.36 STUD TO SOLE HU410 905 785 6-16d TO JOIST FBC - FLORIDA BUILDING CODE SF - Square Foot 4 SOLE PLATE TO JOIST/BLOCKING FACE NAIL (16d @ 16") GUN NAIL @ 8" FDN - FOUNDATION SPF -Spruce Pine Fur ABU44 2200 5/8"0 ROD w/ 12-16d 10849.6 FT- FOOT SYP - Southern Yellow Pine 2300 5/8"b ROD w/ 12-16d 10849.6 NAIL SPECIFICATIONS FTG FOOTING THRU - Through ABU66 GC - GENERAL CONTRACTOR TYP - Typical REVIEWED FOR CODE COMPLIANCE N A N/A SIMPSON EPDXY-TIE 11506.4 3"x0.131"O = GUN NAILS 2"x0.113"� = RINK SHANK HDR - HEADER UON - Unless Otherwise Noted CITY OF ATLANTIC BEACH SET / 2"x0.113"O = 6d 21/2 "x .131 "0 = 8d HORIZ - HORIZONTAL VERT - Vertical 10-16d TO STUD/BEAM/POST „ " 31/2 % .162"0 = 16d LBS R POUNDS WWF - Welded Wire Fabric SEE PERMITS FOR ADDITIONAL 1675 1675 11496.3 3x0.1480 = 10d REQUIREMENTS AND CONDITIONS LTT20B 1-1/2"0 ROD TO FTG. 11/2 "x0.148"0 = 10dx11/2 " 11/2 % .131"0 = 8dx11/2 " q REVIEWED BY: DATE: / LSTA12 805 695 10-10d 13872.5 CS16 1705 1705 13-8d 10852.1 I L V U f V11 l 1 3 V A 11U Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 P PSN r ' N 1 ST T OF RIO?-•''ti�`ti !ONAL �; Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONT GO & ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. � J Z LL Lij � U 2 Z gw V) LU w Q U Q�Z1- X �Q U �� N � DESIGN CRITERIA AND GENERAL NOTES 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 COX RESIDENCE DESIGN/DRAWN/CHECKED CS / MK / LAP DATE 08.17.17 SCALE AS NOTED LPA No. HORN -17-00634 CONTROL No. SHEET SOD SHEET 1 OF 3 WALL FRAMING PLAN SCALE: 1/4" = 1'-0" 1. THIS FOUNDATION PLAN ONLY CONVEYS STRUCTURAL INFO. RELATED TO THE FOUNDATION. FOR GENERAL FEATURES, DIMENSIONS, CONDUITS, ELECTRICAL EME' [)S, STEP HEIGHTS, ECT., SEE ARCH. PLAN. ARCHITECTURAL PLAN SHOWN HERE IN I')R REFERENCE ONLY. 2. FTGS. & FND. SHALL BE IN ACCORDANCE W/ LOCAL BUILDING CODES. 3. SOIL COMPACTION AND FILL SHALL BE COMPACTED TO A MIN. OF 95% MODIFII D PROCTOR IN ACCORDANCE WITH ASTM D 1557. SISTER -'X I ()I EXISTING) JOIST V 0. �'. TRIM E} RAFTEF AND HAI` BEAD FLOOR FRAMING PLAN SCALE: 1/4" = 1'-0" OOR JOISTS 'AS—IS' 2 0 W-1 SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR BEARING WALL. NEW/INFILL EXTERIOR WALL C WALL TO BE REMOVED DESIGNATES THE NUMBER OF PLY'S OF (2)2x8-1 /2 HEADER, HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING. I ---- I BEAM OR TRUSS, SEE PLAN SIMPSON HTT5 SEE 4/S2.0 OFFICE COPY INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OT-IER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. -- - - - -' --o - ---- -- Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 PON �- �.: �\GENs�C ;C c No. � 't f STA OF �•,r oQ� Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION PLAN 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 COX RESIDENCE DESIGN/DRAWN/CHECKED CS / MK /LAP DATE 08.17.17 SCALE AS NOTED LPA No. HORN -17-00634 CONTROL No. SHEET S1.0 SHEET Z OF 3 IL .:, . W-1 SYMBOLS LEGEND ----- DESIGNATES FOOTING LINE DESIGNATES SAWCUT LINE INTERIOR BEARING WALL. NEW/INFILL EXTERIOR WALL C WALL TO BE REMOVED DESIGNATES THE NUMBER OF PLY'S OF (2)2x8-1 /2 HEADER, HEADER SIZE, & JACK/KING STUDS NEEDED FOR HEADER OPENING. I ---- I BEAM OR TRUSS, SEE PLAN SIMPSON HTT5 SEE 4/S2.0 OFFICE COPY INFORMATION SHOWN ON THESE DRAWINGS REGARDING EXISTING CONDITIONS HAVE BEEN OBTAINED BASED ON AVAILABLE SOURCES AT THE TIME OF DESIGN INCLUDING ASSUMPTIONS BASED ON EXPERIENCE WITH SIMILAR STRUCTURES. THE ACTUAL AS—BUILT CONDITION FOUND IN THE FIELD MAY VARY FROM INFORMATION INDICATED IN THESE DRAWINGS. CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS AND NOTIFY ENGINEER IN WRITING BEFORE BEGINNING NEW CONSTRUCTION OF ANY INTERFERENCES AND/OR DISCREPANCIES THAT MIGHT EXIST BETWEEN THESE DRAWINGS AND/OR ACTUAL FIELD CONDITIONS. CONTRACTOR SHALL REPAIR/REPLACE ANY DAMAGED EXISTING STRUCTURAL MEMBERS DISCOVERED DURING CONSTRUCTION. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY BRACING/SHORING, TEMPORARY SUPPORTS AND OTHER SUCH ITEMS OR OT-IER MEASURES NECESSARY TO PROTECT THE STRUCTURE AND ANY PERSONNEL DURING CONSTRUCTION. SAFETY OF THE STRUCTURE AND PERSONNEL DURING CONSTRUCTION ARE THE SOLE RESPONSIBILITY OF THE CONTRACTOR. -- - - - -' --o - ---- -- Associates, Inc. 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA # 8344 SC: CA# 3579 PON �- �.: �\GENs�C ;C c No. � 't f STA OF �•,r oQ� Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. FOUNDATION PLAN 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 COX RESIDENCE DESIGN/DRAWN/CHECKED CS / MK /LAP DATE 08.17.17 SCALE AS NOTED LPA No. HORN -17-00634 CONTROL No. SHEET S1.0 SHEET Z OF 3 FASTEN NEW BEAM TO 2 s2.o EXISTING WALL STUDS W/ 2—'/4"x6" SDS SCREWS, Q 16" O.C. �— • A O O O O o O O O O O O O NEW BEAM s (2)HTS16 LGUM210-4 SDS HANGER o~. NEW POST PER PLAN I I POST TO BE REMOVED FULL) GROUT 2—CELLS BEHIND HANGER , EXISTING 2—STORY ' CMU WALL e EXISTING EXISTING ( SLAB ZION SLAB ON I I GRF�DE GRADE - • a: . .i' 1 SCHEMATIC SECTION S2.0 SCALE: 3/4" EXISTING EXISTIN( EXISTING FLOOR JI EXISTING BtHIVI Iv ME-IVIF111Y SECTION SCALE: 3/4" = 1'-0" POST AND HOLD DOWN, SEE PLAN_ EXISTING SLAB #3x18" LONG DOWEL BARS EPDXIED 4" INTO EXISTING SLAB (2 EA FACE OF NEW FOOTING TO EXISTING SLAB) 3,> FOOTING SIZE AND MIN. REBAR, SEE PLAN RETROFIT FOOTING DETAIL - INTERIOR SCALE: 3/4" = 1'-0" _ 4- SIMPSON HTT5 OR HDU5. FASTEN 26-10d COMONS n 0 MIN 2 PLY FADED OXIED J HTT5 or HDU5 HOLD DOWN ATTACHMENT DETAIL OFFICE COPY 420 Osceola Avenue Jax. Beach, Florida 32250 Ph. 242-0908 Fax. 241-9557 FL: CA# 8344 SC: CA# 3579 �✓.' ENs'� No, 5331 R =e,^/'� ,..�_. A1. .,► Luis A. Pontigo, PE FL PE#53311 REVISIONS DATE FIELD ALTERATION CONTRACTOR SHALL CONTACT LOU PONTIGO 8 ASSOCIATES PRIOR TO MAKING ANY STRUCTURAL FIELD MODIFICATIONS WHICH MAY VARY FROM THE INTENT OF THE ORIGINAL CONSTRUCTION DOCUMENTS. ANY FIELD ALTERNATIONS MADE PRIOR TO BEING APPROVED BY LOU PONTIGO 8 ASSOCIATES MAY RESULT IN ADDITIONAL ENGINEERING OR INSPECTION FEES. ZH LjjI w�w 0i Lf)J m w p U r"' Z 1- O�Q U � � O Q N TYPICAL WOOD FRAME DETAILS 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 COX RESIDENCE DESIGN/DRAWN/CHECKED CS / MK / LAP DATE 08.17.17 SCALE AS NOTED LPA No. HORN -17-00634 CONTROL No. SHEET S2.0 SHEET 3 OF 3 C.NORTH OFFICE COPY / 1 REVISIONS REVIEW 3-23-17 PERMIT B-24-17 DATE 3-9-17 DRAWN BY SCH CHECKED BY SHEET NO, OF Aml l Q O � O J LLU N U O O A� [-+ N N m o� U N U a O z Q o -� I- w W Q U Q Z > W 0 / 1 REVISIONS REVIEW 3-23-17 PERMIT B-24-17 DATE 3-9-17 DRAWN BY SCH CHECKED BY SHEET NO, OF Aml l Q O J LLU Q W m r n U z z Q o -� I- W Q U Q Z > W 0 U1 W W � 00 n z z z Q J W J O Z_ W Cn O N / 1 REVISIONS REVIEW 3-23-17 PERMIT B-24-17 DATE 3-9-17 DRAWN BY SCH CHECKED BY SHEET NO, OF Aml l MASTER CLOSET DOOR REN REMOVE EXISTING DOORS AND REPLACE WITH NEW BARN DOOR STYLE DOORS. FINAL MATERIAL AND DESIGN IS TBD. HALL BATH NOTES: REMOVE AND REPLACE ALL PLUMBING FIXTURES, TILE AND CABINETRY. DEMO EXISTING SHOWER AND LINEN CLOSETS FOR NEW TUB. REMOVE EXISTING CARPET AND REPLACE ALL TREADS WITH SOLID WOOD OPEN TREADS. REPLACE EXISTING SGD WITH NEW FIBERGLASS FLUSH GLAZE FRENCH DOOR WITH FULL LITES. REPLACE EXISTING WINDOWS WITH NEW WINDOW UNITS. SECOND FLOOR DEMO PLA SCALE: 1 /4"=1'-0" D RECONFIGURE TUB AREA FOR NEW SHOWER. DELETE PLANTER I AND INCORPORATE SPACE INTO NEW SHOW��R. REMOVE ALL EXITING CABINETS, TILE AND EXISTING FINISHE . REMOVE TUB/PLANTER AND CONVERT TO SHOWER WITH GLASS ENCLOSURE. GENERAL NOTES: SCRAPE ALL POPCORN FROM CEILINGS AND FINISH CEILINGS (SMOOTH. REMOVE ALL EXISTING FLOORING THROUGHOUT. G TH WET BAR MODIFICATIONS: REMOVE EXISTING SINK/F FROM WET BAR. CAP PLUMBING INSIDE W/ FOR FUTURE USE. DOWNSTAIRS BATH RENO REMOVE ALL EXISTING FIXTURES AND TILE. 1 REMOVE EXISTING SGD's AND TRANSOM's. REMOVE PARTITION FRAMING BETWEEN EXISTING TRANSOM WINDOWS AND SLIDING DOORS IN PREPARATION FOR TALLER WINDOW UNITS. REMOVE EXISTING STUCCO AS NEEDED PER NEW UNIT SPECS. [F0[�8T PLAN] SCALE: 1/4"=V-0" -(REPLACE RENO: ZEMOVE EXISTING STONE FROM 71REPLACE AND ADJACENT WALLS. REMOVE WALL IN PREPARATION FOR NEW BEAM TO BE INSTALLED ABOVE. KITCHEN NOTE: DEMO ALL EXISTING CABINETS, FIXTURES AND FINISHES FROM EXISTING KITCHEN LOCATION. PARTITION WALL TO BE REMOVED. NORTH OFFICE COPY • Q n O E-� A� di O O CND J L� N O N a d' Q' O 07 W w W m 0 f ,n 1 UF - REVISI❑NS REVIEW 8-22-17 PERMIT 8-24-17 DATE 3-9-17 DRAWN BY SCH CHECKED BY SHEET NO, OF A=2 Q O' O J L� U w m f ,n 1 UF - 77 z Q 0 J W � Q U Q W 0 Z � W W n,- O 0 U n W U � z 0 Z z Q W J O Z_ W cn O N REVISI❑NS REVIEW 8-22-17 PERMIT 8-24-17 DATE 3-9-17 DRAWN BY SCH CHECKED BY SHEET NO, OF A=2 MASTER CLQSET DOOR RENO INSTALL NEW CLOSET DOOR ARRANGEMENT. FINAL MATERIALS AND SPEC: HALL BATH NOTE: INSTALL ALL NEW FINISHES PER NEW DESIGN. INSTALL SOLID WOOD OPEN TREADS ON EXISTING STAIR 9 0 U INSTALL NEW 5068 FIBERGLASS FLUSH GLAZE FRENCH DOOR WITH FULL LITES. REPLACE EXISTING WINDOWS WITH NEW UNITS. NEW UNITS WILL MATCH IN SIZE. �[ CrgU p(WQ[ SCALE: 1/4-"=1'—C ELECTRICAL SCOPE OFWORK: Demo Kitchen: • Remove all fluorescent fixtures • Remove five square recess fixtures • Remove all receptaclesiss.vitche&rnedo devices • Disconnect dishwasher and range • Remove all wire that is associated with lights and devices. Demo Downstairs bathroom: • Remove old vanity light and exhaust fan • Remove old shower fixture and heat lamp • Remove old receptacle aid switch Remodel The following: Kitchen: • 4 6" new work recessed cans with LED Lamps • 3 Pendant circuits (Fixture FBO) • 1 SS switches • Two Counter GFCI Receptacles • Relocate range circuit • 1 Hood circuit • Relocate dishwasher circuit • Relocate disposal circuit (Airswitch FBO) • 1 Microwave circuit • One Chase to kitchen island • Two kitchen island receptacles • Eight Under -counter LED Tape light fixtures New Entryway: • Remove two square recessed fixtures • Provide and install two 6" round recessed fixtures Demo Master bath: • Remove old fluorescent vanity light and two exhaust fans • Remove old receptacle and switch • Remove old shower fixture and heat lamp • Remove square recess fixture • Remove surface and tub sconce fixtures. New bedroom 1: • Replace ceiling fan (FBO) Install four 6" LED recessed fixtures • Install 1 S switch New Downstairs bathroom: One Exhaust fan with heat, light and night light Install vanity fixture (FBO) • Install 6" wet location recessed fixture. 1 SSS w/3 stacked switches New dining room: • Replace chandelier (FBO) New wet bar: • Replace Sconce Fixture (FBO) • Add receptacle for wine cooler INST, 1GURE TUB AREA FOR NEW SHOWER. ALL NEW FINISHES PER NEW DESIGN. SHOWER FINISH 14LL CEILINGS SMOOTH. PAINT ALL INTERIOR WALLS, CEILINGS, TRIM AND DOORS, INSTALL NEW ENGINEERED WOOD FLOORING THROUGHOUT EXCEPT FOR BATHROOMS. INSTALL NEW SHOE MOLDING THROUGHOUT UNIT. Stairs to bedroom 1: • Remove square recessed fixture • (Provide and install one 6" round recessed fixture New Garage: • Remove two square recessed fixtures • (Provide and install two 6" round recessed fixtures (New Hall to living room: • Remove two square recessed fixtures • Provide and install two 6" round recessed fixtures New bedroom 2: • Replace ceiling fan (FBO) • Install four 6" LED recessed fixtures • Install 1 S switch • Replace closet light (FBO) New Master bathroom: • One Exhaust fan QT series One Exhaust fan with heat, light and night light • Replace Sconce (FBO) • Install two vanity fixtures (FBO) Replace closet light (FBO) Install three 6" LED recessed fixture. • 1 SSSS w/3 stacked switches and one toggle • One SS and one S switches Shower area: One Exhaust fan with heat, light and night light • One vanity fixture (FBO) 1 SSS w/2 stacked switches and one toggle New Living room: • Replace ceiling fan (FBO) • Install four 6" LED recessed fixtures • Inst, ill 1 S switch • New TN Outlet • New 2" conduit for TV/AV wire New Great room: • Install 3 6" LED recessed fixtures • Install 1 S switch New upstairs hall: • Remove square recessed fixture • Provide and install one 6" round recessed fixture New Master bedroom: • Replace ceiling fan (FBO) • Remove 5 square recessed fixtures • Install five 6" LED recessed fixtures • Replace 3 outdoor fixtures (FBO) • Replace t,,.o closet lights (FBO) omnia crl Inrin Anln MAIAI-r— WET BAR MODIFICATIONS; INSTALL NEW CABINET AND TOP. DOWNSTAIRS _BATH RENO: ' REMOVE ALL EXISTING FIXTURES AND TILE. INSTALL NEW TILE, VANITY AND FIXTURES AT SAME LOCATIONS. RR"37 FL00H_0' a1EN0VA7ONoN [FUN SCALE: 1/4"=11-0" FIREPLACE RENO: REPAIR DRYWALL AT ALL OF THE EXISTING STONE LOCATIONS. INSTALL NEW STONE HEARTH. INSTALL NEW PAINTED WOOD MANTEL. FINAL DESIGN TBD. HEN RENOVATIO NEW KITCHEN CABINETRY TO CONSIST OF NEW ISLAND AND RANGE WALL OF CABINETS. INSTALL ALL NEW CABINETS, TOPS, BACKSPLASH, APPLIANCES AND FIXTURES. G RTH OFFICE COPY • Q 0 o� ry O U ry J LL_ a' E� Thi` � Z d Q Lv U I�1 Wo o H E-4 N I Q O N C""4- IJ' W � a CJ 0 O Z > W 0 z W Z O W ry REVISIONS REVIEW 8-22-17 PERMIT 8-24-17 DATE 3-9-17 DRAWN BY SCH CHECKED BY SHEET NO, OF A=3 Q 0 o� ry O U ry J LL_ E� O Z Z d Q Lv J M H Lv z Q 0 IJ' W � a CJ Q Z > W 0 Z W ry REVISIONS REVIEW 8-22-17 PERMIT 8-24-17 DATE 3-9-17 DRAWN BY SCH CHECKED BY SHEET NO, OF A=3 x� o� U ry WZ E� O Z Z d — J Lv .._1 0 Lv 0 O N REVISIONS REVIEW 8-22-17 PERMIT 8-24-17 DATE 3-9-17 DRAWN BY SCH CHECKED BY SHEET NO, OF A=3 DOOR INSTALLATION WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE DOOR INSTALLATION. FLASHING APPLIED OVER THE FACE OF THE FRAME. �:.J JAM$%NEAD FLASHWG __ APPLY CONT. SEAL TO THE MOUNTING FLANGES AT THE TOP (HEAD) AND SIDES (JAMBS) OF WNDOW. EXTEND SEALANT AT JAMBS 8 1/2' ABOVE THE R.O. AT HEAD. EMBED JAMB FLASHING INTO SEALANT AND r1. Erni iki 1 01 AEF IFI ASHING STEPS OIN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB TO THE FACE OF THE SHEATHING. OINSTALL SILL FLASHING 3DINSTALL SILL PAN 4UINSTALL JAMB FLASHING OINSTALL HEAD FLASHING ®INSTALL DOOR UNIT AS PER MANUFACTURER'S INSTRUCTION OINSTALL RIDGID HEAD FLASHING ®APPLY SEALANT 10 RIDGID HEAD FLASHING 40 JAMB FLASHING CUT TWO STRIPS OF FLASHING LONG ENOUGH TO EXTEND WITHIN 1/2" OF THE BOTTOM OF THE SILL FLASHING AND 2 SLOW THE TOP OF THE HEAD FLASHING. REMOVE THE RELEASE PAPER AND ALIGN THE FLASHING FLUSH AGAINST THE ROUGH OPENING OF THE DOOR. FOLLOW THIS SAME PROCEDURE FOR THE OTHER SIDE OF THE DOOR 0 BA"ItN UN A Vin-1VIlm... ^-- TOP EDGE OF THE, BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE. O RIGID HEAD FLASHING (Z)HEAD FLASHING —EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. INTERIOR VIEW TOP LEFT CORNER OF DOOR I � 5 X 5 FLASHING ROOF FLASHING DETAILS WINDOW INSTALLATION (METHOD A-1) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED 00 THE FACE OF THE MOUNTING FLANGE, SEAL THE WINDOW FRAME TO SEALANT BEAD OPENING. APPLY A 3 8" NOM, BEHIND MOUNTING DIA, TO THE BACKSIDE FLANGE. (INTERIOR) OF THE WINpOW FLANGE, IN LINE WITH 4NY PRE -PUNCHED HOLES FR SLOTS. ! JAMB FLASHING _ APPLY CONT, SEAL TO THE MOUNTING FLANGES AT THE TtP (HEAD) AND SIDES (JAMBS) OF WINDOW, EXTEND SEALANT AT JAMBSIB 1/2" ABOVE THE R.O. AT HEAD. EMBED JAMB FLASHING INTO ANT AND FASTEN PLACE. AN(FLASHING�� GOES OVER SEALAN, SECURE WRS AT HEAD FLASHING AT HEAD EXTENDS i" BEYOND 1 JAMB FLASHING, 7 HEAD FLASHING Q EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. A O JAMB FLASHING STEPS OIN WATER SHEDDING FASHION, A } O STARTING AT THE BASE OF OPENING AT HEAD, THE WALL & WORKING TOWARDS I/ Q THE TOP, INSTALL THE WRB TEMPORARILY HOLD TO THE FACE OF THE FLASHING IN PLACE 4 U SHEATHING. O APPLY SILL FLASHING CU BEAD OF SEALANT W OAPPLY AT BACK OF WINDOW U 0 FLANGE & SET WINDOW USING JAMB FLASHING 8 PAN HEAD SCREWS TO W W FACILITATE INSPECTION. (� APPLY BEAD OF SEALANT AT ABOVE ROUGH SIDE JAMBS. EXTEND 8 W/ APPLY JAM@ FLASHING LL O APPLY BEAD OF SEALANT AT HEAD X © APPLY HEAD FLASHING O Q REMOVE PREVIOUSLY APPLIED JAMB FLASHING TAPE, ALLOWING WRB TO LAY UNDER THE FLAP FLAT OVER HEAD FLASHING. ® APPLY NEW SHEATHING TAPE SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, OVER DIAGONAL CUT - SEE ® PLUMB, AND LEVEL CONDITION, USE DIAGRAM. I � 5 X 5 FLASHING ROOF FLASHING DETAILS WINDOW INSTALLATION (METHOD A-1) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED 00 THE FACE OF THE MOUNTING FLANGE, SEAL THE WINDOW FRAME TO SEALANT BEAD OPENING. APPLY A 3 8" NOM, BEHIND MOUNTING DIA, TO THE BACKSIDE FLANGE. (INTERIOR) OF THE WINpOW FLANGE, IN LINE WITH 4NY PRE -PUNCHED HOLES FR SLOTS. ! JAMB FLASHING _ APPLY CONT, SEAL TO THE MOUNTING FLANGES AT THE TtP (HEAD) AND SIDES (JAMBS) OF WINDOW, EXTEND SEALANT AT JAMBSIB 1/2" ABOVE THE R.O. AT HEAD. EMBED JAMB FLASHING INTO ANT AND FASTEN PLACE. AN(FLASHING�� GOES OVER SEALAN, SECURE WRS AT HEAD FLASHING AT HEAD EXTENDS i" BEYOND 1 JAMB FLASHING, 7 HEAD FLASHING Q EMBED BOTTOM OF THE HEAD FLASHING AGAINST THE PREVIOUSLY APPLIED SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. A O JAMB FLASHING EXTEND JAMB FLASHING ` O A } O EXTEND JAMB FLASHING OPENING AT HEAD, S U I/ Q CORNERS TO TEMPORARILY HOLD TO OVERLAP SILL FLASHING IN PLACE 4 U UNTIL WRB IS APPLIED. a 0� CU FLASHING. EXTEND W -J LI E e U 0 JAMB FLASHING 8 W W SEALANT ABOVE ROUGH S» W/ LL OPENING AT HEAD. X TUCK TOP OF O < JAMB FLASHING SILL FLASHING UNDER THE FLAP 0 z OF WRB AT THE SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, HEAD. SEE DIAGRAM.�= ® PLUMB, AND LEVEL CONDITION, USE CORROSION © Z RESISTANT FASTENERS. FASTEN WIDOWS PER LTJ WINDOW MANUFACTURER SPECIFICATIONS O N 1 WEATHER RESISTANT T BARRIER (WRS) LINE AT A 45 DEGREE ANGLE, CAREFULLY C� T THE BARRIER ON A DIAGONAL. GENTLY RAIN, E THE TOP EDGE OF THE BARRIER UP AND TA,,PE THE TOP CORNERS AND CENTER TO THE EXiER10R WRB SURFACE ABOVE. INTERIOR VIEW TOP LEFT CORNER OF WINDOW SECTION A THROUGH WINDOW JAMB FLASHING SEALANT BEAD BETWEEN FLASHING AND MOUNTING FLANGE. -iE VERTICAL WALL ERLAYMENT &RLAP I SHINGLES ROOF VALLEY FLASHING DETAILS USE MINIMUM NAILS TO HOLD METAL IN PLACE EAVE PROTECTION FAINIMUM OVERLAPPED 6' AT JOINT ROOFING FELT -- DRIP EDGE STEPS �IN WATER SHEDDING FASHION, STARTING AT THE BASE OF THE WALL & WORKING TOWARDS THE TOP, INSTALL THE WRB SoEA KING E OF THE 2 APPLY SILL FLASHING APPLY JAMB FLASHING 4 APPLY BEAD OF SEALANT AROUND THE PERIMETER OF THE BACK SIDE (INTERIOR SURFACE) OF WINDOW MOUNTING FLANGE. IMMEDIATELY INSTALL WINDOW USING PAN HEAD SCREWS TO FACILITATE INSPECTION. (I)APPLY APPLY BEAD OF SEALANT ACROSS THE FACE OF MOUNTING FLANGE AT HEAD TQ APPLY HEAD FLASHING REMOVE PREVIOUSLY APPLIED TAPE. ALLOWING WRB TO LAY FLAT OVER HEAD FLASHING, APPLY NEW SHEATHING TAPE OVER DIAGONAL CUT - SEE DIAGRAM. 16" STANDARD OSB 30# FELT CLOSED VALLEY WIDTH 4' TO 8" DEPENDING ON WATER VOLUME. MARK ANTICIPATED WATER LINES (WIDTH OF OPEN VALLEY) ON VALLEY SIDES WITH A CHALK UNE. SOLID SHEATHING AT EAVE METAL TO EXTEND AS FAR AS SHAKES OR SHINGLES WINDOW INSTALLATION (METHOD B-1) WEATHER RESITIVE BARRIER (WRB) APPLIED PRIOR TO THE WINDOW INSTALLATION. FLASHING APPLIED BEHIND THE MOUNTING FLANGE. SECTION A THROUGH WINDOW JAMB APPLY A 3/8" NOM. DIA, BEAD OF SEALANT TO THE BACKSIDE (INTERIOR) OF THE MOUNTING FLANGE AROUND THE ENTIRE PERIMETER. PLACE BEAD IN UNE WITH ANY PRE -PUNCHED HOLES OR SLOTS. SECURE WRB Q 0 HEAD -� OJAMB FLASHING EXTEND JAMB FLASHING TO OVERLAP SILL O FLASHING. EXTEND JAMB FLASHING 8 1/2" O (220MM) ABOVE ROUGH OPENING AT HEAD, S U APPLY TAPE AT Q CORNERS TO TEMPORARILY HOLD ' FLASHING IN PLACE 4 U UNTIL WRB IS APPLIED. a 0� CU W W -J LI E e U 0 9" VERB FLASHING - SEALANT BEAD BETWEEN MOUNTING FLANGE AND FLASHING. LSILL FLASHING SHIM AND ADJUST WINDOW TO ACHIEVE SQUARE, PLUMB, AND LEVEL CONDITION. USE CORROSION RESISTANT FASTENERS. FASTEN WINDOWS.PER WINDOW MANUFACTURER FASTENER SPECIFICATIONS. WEATHER RESISTANT BARRIER (WRB) AT.A 45 DEGREE ANGLE, CAREFULLY CUT THE BARRIER ON A DIAGONAL. GENTLY RAISE THE TOP EDGE OF THE BARRIER UP AND TAPE THE TOP CORNERS AND CENTER TO THE EXTERIOR WRB SURFACE ABOVE.. INTERIOR VIEW TOP LEFT CORNER OF WINDOW AFTER INSTALLATION SEAL ALL CORNERS OF MECHANICALLY JOINED FRAMES TO SEAL FRAME SEAM JUNCTURE. - FLASHING AT HEAD EXTENDS 1' BEYOND JAMB FLASHING. HEAD FLASHING -APPLY A CONT. SEAL ALONG MOUNTING FLANGE AT THE HEAD, FLASHING GOES OVER MOUNTING FLANGE. EMBED BOTTOM OF HEAD FLASHING AGAINST SEALANT (FLASHING GOES OVER SEALANT). EXTEND HEAD FLASHING BEYOND EACH JAMB FLASHING. FASTEN IN PLACE. s REVISIONS DATE 5-10-17 DRAWN BY SCH CHECKED BY SHEET NO, OF Dmi-11 OFFICE COPY d O n O J LL. E- u U S U Q O -+ [y H I 4 U `4 N a � O v � W W -J d U 0 W REVISIONS DATE 5-10-17 DRAWN BY SCH CHECKED BY SHEET NO, OF Dmi-11 OFFICE COPY d O J LL. S U d W m U E- z v � H- W -J d U < W W V I W/ LL X O < U L1- 0 z Z d W I O Z LTJ O N REVISIONS DATE 5-10-17 DRAWN BY SCH CHECKED BY SHEET NO, OF Dmi-11 OFFICE COPY