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Home My WebLink About6533 Wagon Trail St• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 5-0 w ., zfE J B 99 2807-ELLE99 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) •ALL LOCAL AND STATE CODES •OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH •EXPOSURE - B •1-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES .FT. CALC A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 FLR LIVING 1330 SQ. FT. Tel: (407) 774-6078 2 20 FLR LIVING 1493 5Q, FT. Fax: (407) 774-4078 TOTAL LIVING GARAGE 2823 SQ. FT. 454 SQ. FT. PORCH 99 5Q. FT. TOTAL 3316 SQ. FT. PLAN REVIEW PATIO 80 SQ. FT. J ABBREVIATIONS AHV. ABOVE LTV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MID. MOUNTED CL CENTER LINE MTL METAL CAB. CABINET H.T.S. NOT 70 SCALE CMG. CERMG O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC THE PLR. PLATE D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DLL DIAMETER R. RISER DI. DIMENSION RAD. RADIUS DLSP. DISPOSAL RAG. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL DETAIL S.D. SMOKE DETECTOR D.N. DISHWASHER S.H. SINGLE HUNG EA EACH SPIT. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR SHOWER EXN. EXHAUST SM, SIMILAR EXT. EfTETOR SL SUDING F.G./FX . F= GIASS SL GL SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FIE SITS SHEAR WALL FIR. FLOOR SECTION FLUOR FLUORESCENT SC SOLID CORE FR DR. FRENCH DOOR TEMP. TEPERED GLASS PPG. FOOTMG THE. THICK GA GAUGE T.O.C. TOP OF CURB GAR GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP- TYPICAL INTERRUPTER U.N.O. UNLESS NOT® GL GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BID W. WASM H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HOT. OR MIT HEIGHT WOW. WINDOW BOIL INSULATION W/H WATER 19AT'U INT. DITERLOR W.I. WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES REVIEW DATE�L � d CITY OF 2EPHYRH1l.},S PLAN EXAMINER cg/ ffl 5(. 31`o SHEET # INDEX OF DRAWINGS DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN PG IB-LINTEL SCHEDULE PG IB.1-LINTEL LOADS PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4D-ELEVATION "D" PG 5D-ELEVATION "D" PG 6-FRAMING PLAN ELEVATION "D" PG 7D-ROOF FRAMING PLAN ELEVATION "D" PG 7.1-CONNECTOR SCHEDULE PG 6- FIRST FLOOR ELECTRICAL PLAN PG 9- SECOND FLOOR ELECTRICAL PLAN PG 10-FIRST FLOOR MECHANICAL PLAN PG 11-SECOND FLOOR MECHANICAL PLAN PG DI -FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-1-STORY WALL SECTIONS & NOTES PG D4-2-STORY WALL SECTIONS PG D5-MISC. DETAILS PG D6-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS 10 6 Design GrouP-.! 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-7746078 FAX 407-7744078 www.abdeslgngroup.com AA M: 0003325 y a 0 a y O 0 . Ja MAT: L RADO 23 K 6 T# 04128.000-02361 MODZU 4EJB "2807—ELLE" BARAos own;o- LEFT PAO1: COVER PAGE 150 MPH 9XP. B ARC HR T< ' STATE OF FLORIDA r I L i f( DA 11/30/17 ISCALM 1/4"=1'—O" X*mc T C1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), STH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS NOUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VL STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301 A 15 (PSF) C. ROOF LIVE LOADS R301.6 I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA 1. BASIC WIND SPEED VULT-150 MPH, VASD=116 MPH 11. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS 30.18 V. RISK CATEGORY 11 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED N A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIMSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. % THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R4022 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/.'. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5, BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED ''/.". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N' TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F' n =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270.082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR .K)INT THICKNFSS TOIFRANCFS. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2 OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (LINO). 3. WELDED WIRE FABRIC SHALL BE 6' X 6"- W1.4 X WIA AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER D. BEAMS, COLUMNS: 1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2, ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER UNO. Fb =1,100 PSI Fv =175 PSI E =1,400,0D0 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE-1 OR 1/2' COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8' CDX PLYWOOD. 5/8' COX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/7 CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH N STRUCTURAL LUMBER SYP 42. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A56.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2D07 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE *SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12.OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEN 'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH I/ AMAFLEX 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE evTeeine eluleuee 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %8' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,112' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE, 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.1la & ASTM-C1D63-12a. 3. LATH & ACCESORIES PER ASTM-G1063-1IA 8 R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS - DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS - WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112' GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02/08/17 A R C H I T I C T 3 6 Design Grou lre. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 F y w 0 c 0 ounDiv. as Lowi SILVERADO LOT 23 BLK 6 p'nom X " 04128.000-02361 HODIM 4EJB "2807-ELLE" GARAGE STING: LEFT PAC]& GENERAL NOTES 150 MPH EXP. B DP AM% 11/10/17 SCALD 1/4"=l'-O" a*IX=- �T �.A 1 V R C N I T E C T R II Dl �r 1'-8" 20'-S' -01 -IS FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FESCR 5TH EDITION (2014) WITH OPT. BATH -3 2' VTR 21 VTR JI 1 IR' r2' (t 1 1/2' I , r� I IWASHER I UB I I I WC LA 2' 3' 2, VTRI/2'� g• 1 1/2- 1 Z 1/2' 3' 3' LAV AV KITCHEN 2� 2' SINK W/ i I AUTO VENT we �j 2. TUB 2' ! , i PED. SINK 2' VTR/ WC 3 3, -LA I LAV LAV 2, CO SHWRI 2' TO PLUMBING RISER DIAGRAM SECURE STRAP TO UNIT W/ (2) -8xI 1/4 A/C SHT MTL SOWS UNIT SIMF'SON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONC. J CONC. W/ (2)-3/16'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE Design GrouP"h�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX- 407.774-4078 www.abdeslgngroup.eom AA N: 0003325 W y 0 F 4 U C ti 0 aUNDIV. la LOT. SILVERADO LOT 23 BLK 6 PMJM # 04128.000-02361 moDmu 4EJB "2807-ELLE" GARAan awZNG-. LEFT PAaIM FOUNDATION PLAN 150 MPH EXP. B PIMA `— Dp � 11/10/17 aCALM 1/4"=1'-0" att>o�r F-ARCN IT ECTS9 120WEL I Facun ■ -CONT. VERTICAL DOWEL TO LINTEL COURSE DOWEL PLAN 5 Design Grou .ne. L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774.6078 FAX, 407-7744078 www.abdesigngroup.com AA M. 0003325 F N 4 y FO Chi h O F�. O > ulwiv. as IAT SILVERADO LOT 23 BLK 6 FMOJWT# 04128.000-02361 MOaRX.0 4EJB "2807-ELLE" CiARAGM swa C- LEFT PAOM DOWEL PLAN 150 MPH EXP. B 4^ZT-40941W LINTEL SCHEDULE LINTEL NO, LENGTH TYPE COMMENTS L I I1'-4' 8F28-I5/IT L 2 4'-6' 81-8-I1BAT • L 3 1'-6' 8F16-11SAT L 4 .1'-6' 8F24-IB/IT L 5 INOT USED) L 6 MOT USED) L T (NOT USED) L 8 11'-4' 8FI2-IBRT L S (NOT USED) L 10 8'-8' 8F12-I5/IT LINTEL SCHEDULE NOTE: THE LINTELS MAY ESE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED rARcIII IT9CT3-1 6 Des' . 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAK 407-774.4078 www.abdeslgngroup.com AA M: 0003325 F w y w 0 v y c IN aUBDIV. as L074 SILVERADO LOT 23 BLK 6 PROJRCT* 04128.000-02361 MODEM, 4EJB "2807—ELLE" GARAGE BWZNG- LEFT PARR LINTEL SCHEDULE 150 MPH EXP. B DANT 11/10/17 BCAIM 1/4"=1'-0" olmom I B J' 4FE LOAD T,45LE5 FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8' PRECAST 4 PRESTRESSED U-LINTELS GRA V I T`i- TYP LENGTH 81.18 OFS-08 SFI2-05 I6-0 20- 24- 28- 32- SF8-15 SF12-15 SF16-I15 SF20-IS OF24-15 OF28-IB OF32-IB 2'-10'C34') PRECAST 2302 3166 4413 6039 1526 9004 10412 11936 3166 4413 603E 1526 9004 10412 11936 3'-6° (42") PRECAST 2302 313E 3311 4689 6001 1315 5630 s941 3166 4413 6039 1526 9004 10412 11936 4'-0' (46') PRECAST 2029 2325 24e6 3461 4438 5410 6384 1358 2646 4413 6039 1526 W04 10412 11936 4'-6' (54') PRECAST 1651 1161 IS13 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 9668 5'-4' C64")PRECAST 1184 1223 1301 1809 2311 2826 3 336 3846 1665 2889 5051 60e6 5400 6424 1450 5'-10'l10') PRECAST 512 1000 105S 1414 ISSe 2304 2121 3131 145e 2464 4144 5458 4431 5260 6122 PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 Sees 6890 �'-6' l90')PRECAST �(�� 1029 1615 23-a IS54 2439 2586 3333 1029 1615 2610 3S39 5596 ro613 5041 9'-4' OW) PRECAST Cj13 632 1049 1469 1210 1482 1154 2021 168 1212 1818 2544 3469 4030 3121 10'-6'1126') PRECAST 4t>6 4S2 S02 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 II'-4' (136') PRECAST 445 be$ 935 1365 1854 2355 1193 2015 598 935 1365 1S54 2441 3155 4044 12'-0'(144') PRECAST 414 545 864 1254 1689 2014 1510 ISIS 555 864 1254 1693 2211 2832 35W PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1 1016 1438 1855 2343 2920 14'-OY168`) PRECAST 338 381 648 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8' 1116') PRESTRESSED N.R. NR NR NR NR NR NR NR 465 lb5 1310 2045 2610 3185 3165 15'-4'(184') PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 IS55 2310 2890 3410 11'-4'(208')F'RESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 IWO 2200 2600 19'-4' C2327 PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 2l'-4' (256')PRESTRESSED N.R. NR NR NR NR NR NR NR 163 330 610 e40 1340 1180 2110 22'-O'(264')PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 510 8l0 1250 I66o 1910 24'-0T288')PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 410 120 1030 1350 1610 MATERIALS 1. F'c precast lintels • 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. F'c grout = 3000 psi w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = Isom psi. 5. Rebar provided In precast lintel per ASTM 4615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. 8' PRECAST 4 PRESTRESSED U-LINTELS Rf� UFL IFT LATERAL TYPE 8-I 8-2 i2-ITFOFIr.-IT20-IT 12-2T-2 24-IT 24-2 2e-IT 2e-2 OF32-ITLENGTH SF32-27 SUB SFS2721 2'-i0'l34'J PRECAST2121 281832 6569 lell W55 2021 21849c 64011b30l2021 3'-6' (42') PRECAST 2165 226531 5213 6204 11WI251 1251 2165 221525 5091 6061 10364'-0'(48') PRECAST lele19S980 4532 5381 6245938938 1818 1925 83 4422 5264 6110 4'-6' C54') PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435. 3111 3913 4658 5406 5'-4" l64') PRECAST 1393• 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4545 5'-10'(10') PRECAST 1212• 1351 IWO 2505 3084 3665 4241 418 418 1212 1315 1815 2441 3010 3583 4I51 PRECAST 1141- 1200 1133 2250 2169 32W 3812 '10l ea-11141 Ile2 1684 2192 12103 3216 1 3132 1'-6' (SO')PRECAST MS- 512 1415 IS14 2354 2191 3240 591 651 990 102E 1466 1901 2351 2191 3245 9'-4' (112') PRECAST S01• 9,12 980 1269 1560 1852 2144 454L 801 155 II92 1550 1910 2211 2e,34 I0'-6Y126") PRECAST ills• 498 193 1021 1261 1496 396 11ro 611 1038 Bee 1111 2034 ;r 2358ii'-4' (136') PRECAST 666•43e696See1104 1309 1515363 666 535 505 1255 15155 1896 21W 12'-O'(144') PRECAST 601• 400 631 816 loci 1186 1312 340 494 631 486 ale 1209 1514 Iles 2086 13'-4' (160') PRECAST Scc• 340 532 686 841 99l 1153 302 398 513 40e 682 1004 1361 1631 Iasi 14'-O'(168') PRECAST 458• 316 493 635 lie 922 1065 286 360 548 318 629 922 1254 Be,, 1816 14'-8' (116') PRESTRESSED 243 295 45S 591 124 851 990 N.R. 351 243 352 582 852 1156 14SI 1142 15'-4' 1184') PRESTRESSED 228 218 430 553 611 Sol 925 N.R 321 228 32S 542 191 1012 I381 I616 11'-4' (208')PRESTRES5ED Ise 236 361 464 561 610 114 N.R. 255 1" 216 445 64S 814 112I 1389 IV-4' (232') PRESTRESSED 1" 201 313 401 490 518 661 N.R. 204 *5 23e 383 550 '136 S40 1160 21'-4' (256')PRESTRESSED 145 186 218 356 433 512 590 N.R. 112 142 212 336 411 635 801 Tb3 22'-0'(264')PRESTRES5ED WO ISO 268 343 418 493 568 N.R. 161 131 205 322 451 601 ill 941 24'-0'(288') PRESTRESSED 121 165 244 312 380 441 1 515 N.R. 135 124 186 29O 408 538 6Sc 833. GENERAL NOTES -REDUCE VALUE BY 259. FOR GRADE 40 FIELD REBAR S' PRECAST W/ 2' RECESS DOOR U-LINTELS ^1111I*-4m" r_z;iRAV I T`i- TYPE LENGTH OFF6- 8itl'6-ID afflm-05 9RFIm-IB 8RF14- SRFI4-115 M- 81WI8-ID 8 22- 8RF22-IB 6- 8RF26-I15 SRF30-05 NW-W-IB 4'-4" (52') PRECAST 1489 15e1 1821 3053 3412 1 2982 4982 3954 6412 I 4929 1941 5904 9416 6880 10818 4'-6' (54') PRECAST 1351 1445 2182 2114 3600 44S1 5315 6264 1102 3412 4e82 6412 1941 s416 10818 (68') PRECAST l85 832 1602 1550 2058 2566 3015 3585 1153 2162 4014 6412 6516 5814 6839 5'-IO' 110') PRECAST l35 lie 1500 144E IS24 2400 2816 3352 1103 2051 3811 ls412 6516 5450 6411 6'-8' l80')PRECAST 822 Sol lb11 2933 2516 3223 3812 4522 901 Irbil 2933 4100 6130 8111 (.101 1'-6" l90')PRECAST 161 1311 2252 195e 2451 2s44 343E 665 164 1311 2329 3609 I 5492 6624 5132 9'-8' (116') PRECAST 3l1 420 e34 1253 I011 1342 1614 1886 535 928 1491 2119 1 2610 3595 2elS 8' PRECAST W/ 2' RECESS DOOR U-LINTELS Ayr-4mm Uf'L IFT ATERA LENGTYPE TH OW6-IT BRFIC-IT OW14-IT SRFIS-IT 8RF22-IT BRF26-IT 8RF3m-IT 6W6-2T 6WIV-2T SRF14-2T MWIS-2T SRF22-2T SRF26-2 3m-2 8RU 8RF 4'-4" (52') PRECAST 1244 1513 2413 3260 4112 4561 5825 932 932 1244 1519 2339 3110 4008 485E 5696 4'-6' (54') PRECAST II92 1501 2311 3121 3931 4156 5511 853 II92 1455 2240 3036 3831 4643 5453 853 5'-6" ((081) PRECAST 924• 1112 I195 2423 3055 3689 4325 501 924 1132 1141 2351 2918 3603 4230 501 5'-i0° C10') PRECAST S96• 1138 1142 2352 2965 3561 4195 46e 896 1c99 16W 22W 2S91 34el 4106 469 6' -8' C80')PRECAST lie 882 1513 2042 2513 3101 3642 830 limo ll8 956 1469 1981 2509 3035 3563 (90')PRECAST 688 691 1325 1810 2280 2153 3221 110 541 688 849 1302 I162 2225 2690 31el 9'-6' (116') PRECAST 533• 1 433 1 80S 1 1123 1 1413 1 1104 1995 614 533 1 521 1 1009 1 1369 1 1128 1 2088 1 2450 516 -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 15 REBAR AT TOP MIN. (1) REQ'D d' • 1-1/2, CLEAR TYPE DESIGNATION a F = FILLED WITH GROUT / U UNFILLED U Q T C.M.U. FQUANTITY OF 5 REBAR AT BOTTOM OF LINTEL CAVITY Q '� _Y GROUT _Z � 5 REBAR AT BOTTOM L • • OF LINTEL CAVITY NOMINAL WIDTH NOMINAL HEIGHT QUANTITY OF 5 REBAR AT TOP 1-5/8'ACTUAL BOTTOM REINFORCING PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) SAFE LOAD TABLE NOTES I. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural andlor structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5, All lintels meet or exceed L/360 vertical deflection, except lintels 11'-4' and longer with a nominal height of 8' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel In lieu of concrete masonry units. S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled lintels must be reduced by 209. If bearing length is less than 6-1/2'. Safe loads for all recessed lintels based on 6' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One 01 rebar may be substituted for two 05 rebars In 8' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. 9, All safe loads in units of pounds per linear foot. A R C It I T R C T! 6 Design Grou0.a Al N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-774d078 wwwabdesigngroup"m AA 8: 0003325 F m y w 2 0 y 0 h c au mIV a LoTil SILVERADO LOT 23 BLK 6 PROJECT* 04128.000-02361 MODEL: 4EJB "2807-ELLE" GARAGE BWXKG: LEFT PAGE: LINTEL LOADS 150 MPH EXP. B STATE OF FLORA DA 11/10/17 SCALE: 1 /4"=1'- 0" SIEMM 1B• 1 4'-0' 15'-4' 10'-IC' 9'-6" 0 VATIC OVERHANG - - -_--_- OF ROOF ABOVE (2)3052-SH (2)3052-SH DINING 00 8'-8' CLG. OWNER'S LIVING I 11 9 A of 2,_8. 4X6 POST V l j 1/ WF-3, L.BIU. - C. L$11J. (CCA) r II • N I I v OO Q WC.PWDR. W I I KITCHEN'.10'-0" `" OWNER'SBAT 2'-8" m Wg.I.0 I DBL a- a aG GL Ia STUD PAN. SNWR PAN >� I� I •I 33`r (OPT, I CLG. s LAV. V. i 1 1•� I r REF I ry I 3-SH - $ . I Al > 4_0.Lli 6'-4- —-- -8 1'413 STAIR DATA p S RISERS 54I 15 INa G1 TREADS • 10'I FLEX LG. CCND. BOLLARD STUDS a lb' O.C. PER AS REQ. OSHA TITLE 2S CFR uQ U I m i l B PER BLDG. PART IS26 5U5 PART CODE M - FALL PROTECTION v 2 J I 1S26.501(5) (14) ;o - Q a3 FOYER � `v 8'-8' CLG. �y�m ATTIq MT. 2'-0" LAC-CESy 2'_2" 5'-6° 9'-4" GARAG PORCH a 8'-8' CLG. 6'-8' CLG. --------------- _.— — — — — — — — — — — — — — — — — — — — ._ I i I 4' '-4' 16'-0" -Al2' 7'-4" I. 20'-8" EXTERIOR MASONRY WALL BRG. HEIGHTS W-8' BRG. LOAD BRG.WALL UN.O. ON PLANS SQ.FT. CALC. S 15T FLR LIVING 1330 50. FT. 2ND F-R. LIVING 14W SO. FT. TOTAL LIVW. 2523 50. FT. GARAGE 454 SQ. FT. PORCH SS SQ. FT. TOTAL 3316 50. FT, PATIO 80 5Q. FT. ro OBL. TOP PLATE 8 M BAR DETAIL A SCALE: I/2'=I'-0' COIPOfBR AND CLADDING WIND LOADS BAW NO BF08WRE FOR N GEOM O116T8 OPENIM 8011011E ZONE 191)WH00M FEW= AND TYPE FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA 16010 0.HD. 112 5 20.4/-22.1 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=1I, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SE CnON 612.2 OF THE FBCR 5TH EDITION (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. OWROLDPE07/005 FLOOR PLAN NOTE- -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R3025.1 OF THE FBCR 5TH ED. (2014). A R C H I T E C T S f1ww0.t.. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA YY: 0003325 F m 0 U 4 F 0 L stnwrv. ae L02% SILVERADO LOT 23 BLK 6 3p3ROJL'CT#Y 04126.000— 02361 mopmu 4EJB "2807—ELLE" GARAGZ EMMO: LEFT PAd11: FIRST FLOOR PLAN I50 MPH EXP. B fm DKwT A 11/10/17 ECAIM 1/4"=1'—O" Elmo= 2 j N 0 �u a Q u THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE 2 1/4' HANDRAIL a 36' HANDRAIL A 36' W/ 2X4 RE-INFOR NOTE: HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMTETER OF 1 A/4't 2" OR A NONCIRCULER CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 116', HANDRAIL DETAIL L SCALE: 3/4"=I'-0' 3052-SH 3052-SN i C/.GCAA LAUN. I g 3 1 I s v I C L_=J "n1 ?e a I i ai CHASE --I I 4x4 BDRM. �E4 2' 4" 3'-B" 3'-2• 1 CHASE BDRM. #5 POST POST 8'-0' CLG. CLG BF77y G. IFS �A1 IF — rl o� �AXC BDRM. #3 8'-0' CLG. GHA ro 0 42' H. HALF WALL W/ CAP IR-ISH r---- oI W.I.0 r22X36- m UPSTAIRS l W.LC alb'-0' GLG I ATTIC I LIVING LACCESSj 9 8'-0' CLG. — IR-ISH AT I 0 POST 8' Q O 4x4 J POST 6' STAIR DATA BDRM. 16 RISERS m 1.54' 15 TREADS • 10' O I' NOSING 0 GM TUB W m SHWR 204W-SH I 3 2- --------------------- --------- 3'-4" 21'-2" I I L- — — — — — — — — — — — — — — — — — — — — — — — — — — J SECOND FLOOR PLAN NOTE: 2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE Tq u (V LAYERS OF 3/4' PLYWOOD_ OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER W/(3)4B 3' SCREWS • EA STRINGER UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING / /LU 0 / =Z / F Q KICK PLATE / MAX. PLATE / NOSING 10, / MIN / STOR. / / / — 3-2x12 SYP STRINGER J - REINFORCED W/2X4 SPF m CUT Tff / ®IX LOOR ADHESIVE p / PL-400 OR SIMILARE EA HORIZONTAL RUN 0 L ^N"1 / 2 X 4 RE-INFORCING / e EA. 2 X NG 12 STRIER SECURE W/12d &'-8' O.C. 3/4' T4G SUB FLOOR GLUED d SCREWED PER FASTENER SCHEDULE FLR ERJJSSES ----3X4 ATTACHED IW Od SLEEPER YNTOS AISWP.I STAIR SECTION SLEEPER INTO SLAB WITHIN e' OF EACH END, 32' O.C. MAX ti eeuc v�•.r-v I0'-0 3/4' 2ND FIN, FLR V-8' BRG. HGT. STAIR DATA: I6R o 1.54' 15 TREADS 8 10'• 1' NOSING STAIRS RISERS TO CONFORM TO PBCR STW EDITION 2014 MIN. TREAD•10' MAX RISER.1 3/4. 3/I6' MAX VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8, MAX VARIATION N ANY RISER I AD HANDRAIL CIRCULAR CROSS SECTION DIA TO BE 1 3/4' .-114. OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. &' WIDE NARROW END MN. n' WID7H 12' PROM NARROW END 34' MIN HANDRAIL W.T. 0'-0' FIN. FLR A E C It I T E C T6 Gm i In 441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-774.4078 www.abdesigngroup.. AA M: 0003325 F y h 0 F 0 F-summ a. L07 SILVERADO LOT 23 BLK 6 F- ROJMT* 04128.000-02361 moan 4EJB "2807-ELLE" 0AXAGM DWING: LEFT PAGl SECOND FLOOR PLAN 150 MPH EXP. B ARCHRECT: STATE OF F'LOE!A P 4 RDLAI� A CRA NO 93723 Z 7M 11/10/17 SCAM- 1/4"=1'-0" EiiEicm'1' 3 ./-28'-I' BL� - Ira'-4' SHEATHING TO LAP FRAME TO GABLE CONNECTION 12' MIN FYPON BKTIIXII OR EQUIVALENT I8'-0 3/4' 1NU FLR IS'-0 3/4' 2ND FLR. BRG. HIT. BRG. HGT. l FYPON I 12'X48' xA LVI2X24 OR WA1:1DECORATIVE EQUIVALENT 18'X62' SHUTTER U U U DEOORATI VE 4A wA a a 5 _ e SHUTTER TYP. WAUTT T L:L: WA xA 10'-0 3/4' 2ND FIN. FLR _--.._R�- _ I b� I� m _ - - - Y WA Y10'-0 3/4' 2ND FIN. FL 8'-8' BRG. HIT.,�, J. W-8' BR3. WIT, COAGH - - - - _ - i'-0' LIGHT S --- � a l/8' THICK 3 COAT CEMENT 0 PLASTER OVER GRADE '0' B FELT PAPER BACK METAL LATH WA OVER APPROVED HOUSE WRAP OR OR GRADE 'D' FELT PAPER 0 'RAISED ae v BAND ITYpJ 4'x4' GALS. T I TYPE A3 ROOFINFLASHING SET M �q ROOFING CEMENT TYP.I FIBERGLASS SHINGLES OVER -5 0'-0. FIN. FLR. !OR APPROVED EQUAL)FELT 2x6 LEDGER SECURED - - - - - - _0'-0' FIN. FLR PAPER ON T/ib' ObB. SHEATHING W/ I/4' x b' LAG BOLT OR V2' CDX PLYWOOD W/ 2' DIA WASHER SECURED PER NAILING 24' OL. MAX SCHEDULE 2.6 � R 6 FRONT ELEVATION TEXTURED FINISH LUS26 wi (4)10d'• _ 0-6' BUTTERFLY METAL LATH s WINDOW CORNERS TO LEDGER AND (2) 10d'a TO 2.,, JOIST 2X6 LEDGER W/ THREADED ROD 24' O.C. MAX SET IN SIMPSON 2 -0° HIGH STRENGTH EXPDXY W MIN EMBED. 1/2'THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OFF RIDGE VENT OFF RIDGE VENT PROOF C S.G.D. 6 J� SCALE: 1/2' V-0' 18'-O 3/4' 2ND FLR. 18'-0 3/4' 2ND FLR. BRG. HIT. T WIT. 0 12 1 1 i i WA WA WA 15 TYP. . xA ii 0 1hA WA r l TYP. 10'-0 3/4' 2ND FIN. FLR _ 51 - _ _ - _. _ - �p10'-0 3/4' 2ND KIN. FLR 8'-8' BRG. HGT. _ __. _ _ _ - — - - 4Yi 8'-8' BRGHKaT. 6 78 WA TYP.1:1 El El � I Ra 0'-0' FIN. FLR. 0'-0' FIN. FLR. REAR ELEVATION TEXTURED FINISH as-CP' BUTTERFLY METAL LATH 0 WINDOW CORNERS I— m 1"1 a r N v f 1 4 LOUVER DETAIL SCALE: 1/2' • I'-& tD. CALCS - OFF -RIDGE VENTS ONLY 4REA OF ATTIC = 1813 SO, FT. N ET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 1813 /30D = 6.04 VENTILATION AREA SQ. INCHES PER FT. 11") 870.24 SQ. IN. MIN. REQUIRED VENTILATION = .5X 870.24 'N UPPER PORTION OF ATTIC 435.12 SQ. IN. DFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 435.12 /115 fOTALNOF VENTS REQUIRED = 3.76365 TOTALN OFVENTSPROVIDED = 4 'AREA OF ATTIC IS THE PERIMITEN OF THE HOUSE, LESS THE OVERHANG )EXTERIOR OF WALL TO EXTERIOR OF WALL NO OVERHANGS INCLUDED) 77 A R C N I T B C T $ 6 Design GrouP"Fn�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774,4078 www.abdoeigngroup.com AA & 0003325 y V C F O aUNDiv as M7 SILVERADO LOT 23 BLK 6 P1tOJwT# 04128.000-02361 IWDZU 4EJB "2807—ELLE" GARAGM 81VING: LEFT PAGIM FRONT & REAR ELEV. "D" 150 MPH EXP. B ARCHITECT. - STATE or- FLORIDq / 1 A lama DP TM 11/10/17 SCAM- 1 /4"=1'— 0" Blue . A E C N I T E C T S 18'-0 3/4' 2ND FLR.,JL BRG. HGT, 10'-0 3/4' 2ND FIN. FLR* e' 11 B 0'-0' FIN. FLR RIGHT ELEVATION TEXTURED FINISH u-6' BUTTERFLY METAL LATH ® WINDOW CORNERS LEFT ELEVATION TEXTURED FINISH ■1-6' BUTTERFLY METAL LATH Q WINDOW COMERS IS'-0 3/4' 2ND FLR. BRO. HGT. IV-0 3/4' 2ND FIN. FLR. }, W-8' BRG. HOT. 90'-0' FIN. FUR Design Group"1a. �44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 40T-774-eO?8 FAX 407-7744078 www.abdesign9roup.com AA B: 0003325 m W 0 a y O lit SXMDIV. & LOT: SILVERADO LOT 23 BLK 6 PROJWT# 04128.000-02361 MODRIc 4EJB "2807—ELLE" GARAGZ OWMOS LEFT PAGM LEFT & RIGHT ELEV. "D" 150 MPH EXP. B ARCFNTECT' STATE OF FLOFVQQ DATSj 11 / 10 / 17 SCALlb 1 /4"=1' - O" 091 CONNECTOR SCHEDULE SIMPSON DES. UPLIFT GRAVITY DES. 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Nei uw m•ww •trL rcwaoos•. n• •rYssr rm wrrsw Nr war a+.x, ren ruvYu>n ooNwcro». uY rwrw»a•Lvaua» rmL Ym-•» na o rsArrrox anew• •lL r evwnr a% AN Nernul wr ar cur wxa wnr ArinovAL rwon na Arnim• w rcm nwxtr ro it ur.NcePaa aw vow r uer"siw! wA�'�ir"waacror��a"»s-w vaseTao e.oN+•. ww+ra.warran cwerwr+kN.c-wrrler, au aaanua r rYman s.srero rcw ranate f rwwan SINGLE STORY APPLICATION 51ZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-O' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-E' U.N.O. W-II In' T'-11 In' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 F(2 x 12 '2 SYP) 1/16' OSB NAIL (3) 12d a 6'-8' O.C. TYP 2x12 BM /HDR FRAMING NOTES: 1. HURRICANE 5TRAP5 TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: TRU55 TO MASONRY/CONCRETE SHALL BE META-16 FLOOR 11&L5ST@JMtZMMWW0'Y'/ 0.U.LESE 46T A.416A0IFIffisKLHN END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. TRUSS TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRU55ES. B. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN, 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES ® EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. '1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. &PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. S-REFER TO DETAIL 6 SWEET Db FOR U-STOR r INITERIOR LOAD s UUiALL- STRAPS 4 DETAILS. FIRE gg L — — — — — — — - FB L/OOR SU2X4 NAILER F'RE-ENG. FOR DRAFT FLR TRUSS STOP ELEV. VIEW PRE-ENG, FLR TRUSS-� 3/4' PLYUJOOD I DRAFT STOP PRE-ENG. FLR TRUSS 2X4 NAILER FOR DRAFT STOP 3/4' PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS 11 1 1 M I I IMF— II II II II II II �I II II II II II II II II II II II I I FTE 11 FT02 11 1 LLIl II II II II II I I II II II II II II Il r �POST IIIIf IIII I w LVL BEAMO 4x6 T2 POST (2) HTS-20 TO SLAB f I I I 1ILVL 11 I I I IHDRI I I I I I I I I IHIT-4 1 lil it r771-1 BW II �� • O� I I I It II 11 It 11 1 11 II 1 it II II II I II II II II II II II I II II II II II II !�'t �Jl -L] .... DRAFT TOP LL II I II II II II II 110 II I II II II II FTGR2 FTE — LL TRUSS TO 4X6 (2)META-I6 — — — '—P03T TO StA$ NTT-4 "CW3 ATTIC �ftGElI � II II II G II II II D3 FRAMING PLAN CCA 08/23/16 A R C N I T E C T 3 6 Gm i rn 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774d078 wwwA esigngroup.com AA 4: 0003326 R y 0 c F O BVSDIV. fs LOT: SILVERADO LOT 23 BLK 6 PROJRCT* 04128.000-02361 moDsu 4EJB "2807-ELLE" GARAGE! 81WiNO: LEFT PAFRAMING PLAN ELEVATION t, D,t 1.0 MPH EXP. B CJ Q II II II II II II II EJ�II II II II II II II II CJI CJ y�A ( I �\Q CJ3 GJ � = ti II II II II II II II II II II II II II = I GJ5 TRU55 TO 4X4 A'H TRUSS TO 4X4 POST WITH(2) POST WITH (2) MT5-12. POST — _ — _ _ _ — = MTS-12. POST TO BLOCK AH9 — — TO BLOCK HTT-4 = _ — _ I _ _ _ — _ = NTT-4 AHI3 N _ = AH15 = _ — Au1T RIDGE AHIT �I ATTIC I = L AHI3 J ACCESS= TRUSS TO 4X4 AH9 - - - - - - - - - - POST WITH- (2) MT TRUSS TO 4X4 TO POST TO - - -Awl - POST WITH BLOCK HTT-4 � TI I J l2) MT TO POST TO CJ = I II II II _ II II II _ { II II CJ5 BLOCK 14TT-4 �F11 II � II CJ I CJ3 11 E -Ai EJ� EJT II CJi I II II tl II II II II It CJI 45 I u � I I I I I I 4 I I I I I I I I I ( L— — — — — — — — — — — — — — — — — — I I I — — — — — — — — J ROOF FRAMING PLAN lk CCA 06/22/16 A R C R I T R C T 3 Design Grou l 1 . 141 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH:407.7744078 FAX 407-7744078 www.abdosigngroup.com AA N: 0003325 J m y 8 0 8 y a F O atnmxv. a LOT: SILVERADO LOT 23 BLK 6 PROJMT# 04128.000-02361 U0D=- 4EJB "2807- ELLE" GARAoa 8WWG- LEFT P"ROOF FRAMING PLAN ELEVATION „D„ 150 MPH EXP. B DIUNT 11/10/17 aCATJL 1/4"=1'-O" allNTy CONNECTOR SCHEDULE CONTROL DATE, SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 1646 1625 (S) 10d x 1 1/24 I -PLY, (6) 16d 2-PLY, (USP. (0) loci X 1 1/2, - NO 16d OPTION) (2) META-16 1985 (2) HTA I6.18 2800 (10) 10d x 1 1/2' I -PLY, (USP: (10) I0d x 1 12') 2515 (14)16d 2-PLY (USP: NO 16d OPTION) HETA-16 1810 HTA 16 1810 (9) 10d x 1 12' I -PLY, (W 16d 2-PLY USP: (10) 10d x 1 1/2', NO 16d OPTION HETA-20 1810 HTA 20 1810 (9) 10d x 1 1/2' I -PLY, (a) 16d 2-PLY USP: (10) 10d x 1 1/2', NO 16d OPTION ).. ck� (2) HETA-20 2035 (2) HTA-20 3230 (10) 10401 x 1 1/2' )-PLY USP: (10) loci x 1 1/2' 25" (M) 16d 2-PLY (USP: NO 16d OPTION) Z O LGT-2 2150 LUST-2 550 (1) - 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (16) I0d 0 DETAL-20 2480 DHTA-20 2430 (1W - 10d x 1 1/2, 1 PLY MGT 3965 MUGT 4115 (U 5/8' A.TR IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP, (28) loci TO WOOD) HGT-2 + 10580 HUGT-2 9190 (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) loci TO WOOD (USP: W000 (8) 10d) WGT-3 • 10530 HUGT-3 S860 (2) 3/4' ATR IN HIGH STRENGTH EPDXY (MIN, 12- EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d) LGT3-8D825 3285 LUST-3 3525 (12) SDS 1/4'x3' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC, (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W825) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 10d x 1-1/2' (USP: (10) 10d x 1 1/2' VGT 4S40 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I(b)-SIDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSCN (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-S06 1/4'X3' / 2 PLY MTS-12 low MTW 12 1195 (14) 10d x 112' (USP: (K) 10d x 1 1/2', (14) 10d) WTS-16 150 HTW 16 1260 (16) loci x 1 1/2' )USP, (16) 10d x 1 1/2', 06) 10d) 14TS-20 1450 HTW 20 1530 (24) 10d x 1 1/2' )USP, (24) 10d x 1 1/2', (20) 10d) HT8-24 1450 HTW 24 1530 (24) 10d x 11/2' (USP: (24) 10d x 1 1/2', (20) 10d) LSTA-12 ++ S25 LSTA 12 930 (10) and USP: (10) lod LSTA-18 ++ 1235 LSTA 18 1235 (14) 101d USP: (14) loci META-10 •• 135 MSTA-10 1310 (14) Wd USP: (14) 10d V) MSTA-24 +. 1640 META-24 1640 (19) Od USP: (Is) 10d CL MSTA-30 +. 2050 MSTA-30 2065 (22) Od USP: (22) 10d Q MSTA-36 .• 2050 MSTA-36 2065 (26)106 USP: (26)104:1 F- MST)-36 3800 KBTI 236 3890 (36) loci x 112' USP: (36) loci x I I2' V) MSTI-48 5065 KTSI 248 5140 (48) 10d x 1 1/2' USP: (48) led x 1 1/2' H6 950 LFTA C. 1210 (8) Sd TO PLATES, (8) 8d TO STUDS (USP, (16) ad x 1 1/2', (16) 8d) SP4 885 1 SPT 4 S45 (6) 10d x 1 1/2' TO STUDS USP: (6) 10d x I W' TO STUDS A34 395 MP 34 380 (4) 8d x 1 1/2' TO BEAM, (4) Sd x 1 1/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. HCP2 645 wwCP 2 800 (0 10d x 1 1/2' USP, (10) 10.1 x 1 1/2' TO TRUSS, (10) Od X 1 I/2' TO PLATE HIOA 1140 RT I&A 1380 OW 10d x 1 1/2' USP: (S) 10d x 11/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE VGT 4 HDU4 4940 PRO 4A 5215 OW -SIDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTSAUASHER2 PLY USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WS3 WOOD SCREWS VGT 2 HD15 4%40 TDX 10 10140 OW-008 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNUASHER2PLY USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6115 (1) 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12) 16d TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 12000 PAU 66 23M 16005 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 1' EMBED.) IN GONG, (12)16d TO WOOD USP: SAME AS SIMPSON V) LTTI9 .. 1340 LTS 19 1205 (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG. (8X0d TO WOOD USP: SAME AS SIMPSON O = LTT20B ... 1500 LTS 20B 1105 (U 1/2' A.TR IN HIGH STRENGTH EPDXY, (MIN, 1• EMBED.) IN GONG, (10XOd TO WOOD USP, 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2', 2-1/2' u Z HTT4 4459 WTT45 4160 (1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN 1' EMBED) IN C24C- (10) SO-10 X 1 1/2' (USP: (20) 16d X 2-127 USP HAS MORE NAIL OPTIONS: (20) 1", (20) loci x 1.12', (20)16.1. 2 12' Q HTT5 Sow HTT45 Boos (1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN 1' EMBED,) IN GONG, (26) 16d X 2 12' (USP: (20) 16d X 2-129 USP HAS MORE NAIL OPTIONS: (28) 10d, (20) 10d x 1-1/2', (20) 16d x 2 12' 25• 11010 UPHD 11 WaSS CU I' ATR RJ W404 STRENGTH EPDXY, (MIN. 10* EMBED.) IN 001 C (24) SDBYW x 2h' WOOD SCREWS (USP: (24) W83 WOOD SCREWS) VDQII-SDS 15 664s TDX 10 10140 (U 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1• EMBED) IN CONC. (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' B(%TS) (n MBHA 356/1125 3415 5330 NFM35X12U 2580 1130 SIMPSON: (U 3/4' ATR IN HIGH STRENGTH EPDXY, (MN. 6.15' EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMUL FACE, (I&A0a TO BEAM USP, l) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/I�DH£AD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. ST LLl HUSG412 (WOOD) 3635 2660 (FLR) HJ94I21F 3060 2110 (FLR) (10) 16d TO HEADER, (10) 16d TO WOOD USP: SAME A8 SIMPSON 3265 (ROOF) 3325 (ROOF) Z Q HUC410 lGh1UJ 1800 4910 H0410 IF 1305 5000 (IS) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM1U, (10) loci TO WOOD: CUSP: (76) I/4' x 3' WS3 SCRELLB, (10) loci TO WOOD. USP (20) 3/16' TAPPER•, (10) 10d TO WOOD = I4UC210-2 (Ct- U) 1800 so85 HD210-21F 1305 Sow (16)1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) lOd TO WOOD: (USP: (18) I/4' a 3' WS3 SCREWS, (ID) 10d TO WOOD. USP (20) 3/16' TAPPER•, (10) 10d TO WOOD WUC210-3 (CMU) lBoo 5085 HD210-31F 1305 5000 (16) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMIU, (10) 10d TO WOOD: (USP: (18) 114' x 3' UO3 SCREWS, (10) 10d TO WOOD. USP (211) 3/16' TAPPER+, 00) 10d TO WOOD LGUM26.2-SD9 1430 Ss9s LGUM26-2 2125 6065 (4) 3/8' x 4• TITEN ND ANCNOR9 (7 PER FLANGE) TO CM, (4) 1/4' X 2 12' 8DS SCREWS TO WOOD, U 141 /8' X 4' T.!WS3 WOOD&CREWS HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARc-WITECT/EM, INEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. • WHEN ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMUU. WALL MUST BE FILLED SOLID w/ GROUT. •+ Od COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 112' NAILS 1N CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 1S REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION .. MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' Ld I— 0 A.T.R. . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IB USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL PRCM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING ♦ FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 / USP STRUCTURAL CONNECTORS 20115-2016. SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO W-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 W-C' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 81_0• U.N.O. 4'-1112' 1 1'_ p I2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER , 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 l 2 SYP) 1/I6' OSB NAIL (3) 12d • 6'-8' D.C. TYP. 2x12 BM./HDR. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N,O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-I6 • FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO WOOD FRAMING SHALL BE MT6-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN, 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES m EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. -1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. &PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302,12. 9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. ARC N I T E C T S-1 GrDesign g n. 41 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003326 W �i O V h C F O. SILVERADO LOT 23 BLK 6 PROJECT#1 04128.000-02 661 molpmu 4EJB "2807-ELLE" GARAGE swaTG LEFT PAGES CONNECTOR SCHEDULE 150 MPH EXP. B pan" DATIM 11/10/17 #CALF: 1/4"=1•-0" s*13= 7.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES y-1 125V OUTLET 20 AMP 004LE POLE PA I v� 110V OUTLET 110V OUTLET pRIET WMIED TO BWITCM GFI moo OUTLET MMMW (TA. FALL OF ANENIOAIER (TAI•TER Ri!&OTAM TYKJ _ 220V OUTLET -1 WIRE COMECTION - - - - \ 00p 2o ExT WATB VmoCP OROUND FAULT O , OUTLET AJTERRLIPTCR SUTC4Its I � swrcH 3-WAY OPER OWNER'S DRpIO - 4 BWITCN 4-WAY OPER SUITE I CE PRE -WIRED Q, PRE -WIRED ! 'Y1pA'"ED CLG FAN CLG FAN I\ L10M y{ \\ yC\ 6 5 CEILMOi lIGF1T I IC \ `O\VP VAPOR PRO' \\\ LIVING ROOM ;Q� RECl38m eAN \ �\ I WALL OCOIJCE \ P2E-WIRCD - \ SWITCH IN 11 wLr. FAN IOFI PER eo. rt. S.D. \\ CABINET 1 11 wLwuw O S/® OUTLET i O 1 arl PeR eo. n. FOR DW PW_D_R cF1 Q (ePece Tm m FL Lk:MGfENT AROUND I 2 LUOasecor V I' �) lkITCHEN � _ � _ � 4• R.uoRExeNr I ) I / -i � _ - -,-1 � I 0. W.I.0. �I — PAN• p p — -� / _ _ r0--..-A• TRACK LG�R BATHOPT. hvIl PANEL timm can RAoc.11P - J i -�- O SD. x+DL•e DETEaaR yL I - -- - aD. eMc�DnecroRWL21� uH STOR. / ®S/CO DErCAFROON 'la com y�MEEADle*Tn - i y1 SWITCH1 \\ F'I�-WIRED a: NOT LEee T48TI 4• " i �7 \ \ \CLG FAN F4LD4Ni Lle�+r BOLLARD // SIQQQK —� NATURAL b.A3 i caND. AS REQFLEX PER BLDG. / H> OUTLET / \ ► vlam+ow \ / CODE / DYER \ WATER 1♦BATER / '® 1 � DIOCCNL:CT AIR cD1Drr KEYLESS I woGa+¢GT j� FIXTURE I �- TELEwsION ,1Aac METER FIELD ul TO on OUPPOWM M VERIFY WALL MOUNTED / P RCH j Q �_ ACCOImANCEYVoON LOC. a I LIGHT W/SWITCH IN WP I 1 A6 BUCN FOR IRRIGATION J ATTIC rfl\ P.B. FOR To eE &DPP =NE M - OUTLET • CHIMES i ONLl FANA. M ACOOPCM Verne 48' AFF. llum.EGFI \ R A6 BUON Fq! ' ---------------- MOOD LKWT GFI - --�1• TI -- - - GARAG` OoPr. eaa,RTT I - I P& MW4-e0704 POR CN0e8 4-4E;- I U8B PORT / -- -- - - - - - - - - - - _ -- - - LOCATION Cf TV JACKS 4 PHONE OUTLETS - FANS TO BE VERIFIED • HOMEOUNER \ � ' PRE -CONSTRUCTION MEETING. COACH _ ---------_ ALL RECEPTACLES IN ALL HABITABLE LIGHT ROOMS BE ARC FAULT PROTECTED PER FIRST FLOOR ELECTRICAL PLAN ELECTRICAL PROVISIONS OF FBCR 5TH EQITION C2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 5TH EDITION LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014). ALLWORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). OUTLET FOR VENT OR MICRO 150 AMP ELECTRICAL RISER NOT TO SCALE, GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POUTER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THLLN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 A2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. I UNIT - NEW CHART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP OAC CODE 11M HOUSE PLAN: MODEL "ELLE" LOAD INFORMATION VA 2— Sp " DENERAL ]AoH _ X 6 VA PRR SO FT 8421 2 20 AMP A 12ANCR CUR M AT 1600 VA EA 3000 I I.AUNDHY CRCUIT 1800 1 RANGE AT NAYS PLATE RATDLC OR COORPOP/OVEN 12000 3 wAT- NEAT- 4600 1 D13H1TA31�t 12oD 1 CIOTNm DRY 6000 1 D13P03AL 60O 1 1¢cRDwwvE 1800 1 R UORRATOR 1200 3U@TOTAL OF ORLERAL LOAD 36621 F-T 10 K A OF GE AL LOAD AT 100% 10000 RB1L\LND3R OF GENERAL LOAD AT 40% 28521 VA z .4 M22 TOTAL NRT OLDDTRAL W.V1 21620 3.6 • ON NEAT PU- (w/ 6Ew RYLROENCY HEAT 8T ) 21 AMP i 240 VA- .0 TON COOLDLO BYSTEN 40 AI z 240 VA- "00 N11T GENERAL LOAD 21623 NET TOTAL HVAC R600 TOTAL LOAD m12P CALCULATED LOAD FOR SERVICE 9I12R VA/240 W Q2 ANP 150 AMP SERVICE �1 o. CA38 3CIDLARLO - HNI$6T HVAC (DAD U FOR CALCIMTDNB.• NEUTRAL CALCULATION: LIGHTING, ALLIANCE, LAUNDRY LOADS: 14283 VA 3000 VA 0 00%, REMAINDER 0 35 % NET LOAD: ( ,945 VA RANGE: 120" a 10% 8,400 VA DRYER: 5000 • 10% 3500 VA TOTAL I6,54S VA NEUTRAL AAPACITY: 18,4SS / 240 • I8 A A2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3-2/0 CU, THWN • ft CU IN 2' CONDUIT OR 3 A4/0 AL, THWN • 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT - OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 5/240 VOLT I PHASE MLO PANEL CABLE TELEVISION _ SERVICE ENTRANCE EQUIPMENT 1 A4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014), 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A N C N I T E C T 8 Gr Design LONGWOOD, FL 32750 PM: 407-774-6078 FAX: 407.7744078 www.abdesigngmp.com AA 8: 0003328 F W y V O y 0 v O ti SVaDIV. ie LOTSILVERADO LOT 23 BLK 6 PROJRCTo 04128.000-02361 awaar� 4EJB "2807—ELLE" GARAGM SWDM: LEFT P'rIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARCHITECT. STATE FLORIDA 3 �`4 J yJ� pgp��/ ROLA{ND t. A 90723 CRA PUMT DAM 11/10/17 80ALM: 1/4"=1'-0" Silim'P (13 ELECTRICAL LEGEND SY/M50L DEFINITION NOTES —(— % v1Q n9V OUTLET Im N amble POLE IICV OUTLET IIOY OUTLET NTo o wllTCN OUTLET YARD GPI IIOV OUTLET Eaw �FAIL NTERPRR (TAMPER REMaTANT TYP[J @ 220V OUTLET (4) ONE C CTCN zxT MART —Cl-Cdl CUTLEET7ewR?0p GuTCH SWITCH 77 OPER W4 OUTCH 4-WAY OPER WALL MC/NTED LIGHT CEILING Lb2W L�RPRDCP `Q�VP rWT "o RECEa6ED C41 WALL aCONCE PRE-WRED VENT. FAN I Oft PeR aQ FT. WPAN WILCHT I CIM PER 90. FT. i FU n iv,T (aP'L TeC Y I FLUORE CLrwTENT 1•aleo YRM aEoU D 4' iiUO1RECEM 4' TRACK L16N( C—i PAPEL METER aD. aFIpCEDETECTOR WL219 CARD NMONMCC lMGYCe DeTECTOR coma, INfEIE•CQ��I aF1ALl EEi 4011 ® S/CO OP NOT LESS TN PeNDAM LkSNT NATUtA"A OUT_ LET MLRM40M JACK . W4TER NEATW DNICOM[CT A AIR CONDITIONN6 DIECMHCT . T. TELK-1- JACK TO x EIaMOM! O J-a0X ACOORDdlIC! W FLOOD LG KP OPT.aeCURRY I@YPAD Pd PMN•eNTTm FOR C ms .-rc. uee POR! LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15079 FBCR 9TH EDItIGN l2ID14), LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-NTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). I I I I I I I I I I � I I I I I j I -_-J I I I I I I I I I I I I L- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -i SECOND FLOOR ELECTRICAL PLAN A R C N I T R C T R 6 GDes�n rou ,2.. L441 N. HUHALIP Hl'"AH HLVV. LONG WOOD, FL 32750 PH: 407.774-8078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W y 4 W O U y C F Q SUDDIV. to LOT: SILVERADO LOT 23 BLK 6 1pnoi CT# 04128.000-02361 moDSI : 4EJB "2807-ELLE" GA tAam ffWWG: LEFT PALM SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B 11/10/17 9CALM 1/4"=1'-O" alum" "'% 9 HVAC NOTES L SM.L ee MDVWW WITH Fft* cuAIIIANOR, POET 4E111IN40ft FEET 2. ALL DUCT SYB " NSTALLED IN AREAS W CONS,II�ICTEO OP A VALUE OP NO LEE& TORN R-& PATN& ALL SEAMS, SMALL ED SEALED uTN &LASS, Md � MAATIC, ^40 IMISTALLW AS Pit POCK STM EDITION (29") OLCWL COD@ SECTION &M * ALL PLOX DUCT! SHWLL SE APPRO V UL NN CLMS I ANt DIICT AS PM NP PA IM 2-SJ 4 MSNN4 AIR NTAKM iNY.L=ED LOCATED MOS TMAN 10 PT. PROM ANY CHIM'IDY 00 VENT OUTLET, OR SANRARY ft Vow OUTLET R ALL NDSWIST AND GUISIDO AN MET DUCM IM.L 10 COMSTIW W OF SMOOTH dALV. METAL OR OTMW MATEItlAL& AS PER PSCR ITN EDITION (2014) MEOMANICAL CODE SECTION &OS, &. 04CLOM 4UP ORT PLATPCWS SMALL M O "111 NOTED N ACCORDANCE TO POOR ►TH EDITION (2014)MECHANICAL CODE AIm 1 OATHSt0" CONTANM NIATHTIUM SNOKOM SPAS, AND SMILAt III IIJS PU(NIIES, SMALL ON 4606 ALMCNAMICALLY VENIW INACOOMANCE iRIHI POCK SIM WITION rMW CODE SUCTWNw ALL 0)044UPW EATN ROQ1Wr SMALL HAVE 1►O011111-OUT DOOM POET K#=-Ir ANt TO ED I1l1U10M; TO SaM ANt EXFWINTED. i ALL PNO RATED CNILNSS, AND WALLS, 1 LL MAVE AN AIaPROVED PM OR PN111A MOIIR 00"M LOCATED AT COILNIi OR MALL PEH11111A1'ION AND OE SLEEVED WITH ACCESS, DOORS TO RINSES DANPM ALL DAl'P011S ON" ED NSTALIJSD TO MNA NEW PEHDATIM* AND POCK STH EDITION (WW ISDF{ANICAL CODE SECTION "I I& &RILLES, AND DNPJM M TALL M PROVIDOD WITH OALANCSIS DAM411S,, 1 DRYER OOOS,TM TO M A PANTOCM OMB BOOSTER PAN OR IMAL. PANTECM OW NO ORYER WOS,TNt CAPACITY &O LS,EAR PEET PITH MAX SIX ILSOM NOTE: ALL HVAC TO NAVE PROPER PANS W/ DRAINS ATTIC CEILING 00 EXTERIOR WALL PLENUM T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY L— y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT I—_ TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 3012.1.1 HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR OR WALL BRASS PLUG — — `__ FITTING OR EXTENSION TO SOIL OR WASTE AS _ — REQUIRED I I WADE 5240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK J I P.v.0 OPTI/SPEC —---� --—� INy. SEE SITE PLAN FLOOR SLAB CLEAN —OUT (TYP.� NT LEGEND ® softy AIR ammo R R;tRM AIR &RILL ® an -WALL OR 1 WY omma R — SOLD L1i. SWTLY law — 0140M LNE. 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CODEDITION ME ANICAL BLDE MECHANICAL 1 I CONDENSER UNIT I SECTION 301.2.1.1 HVAC DRAINS I I CONNECTION TO PAD I I I NOTE: MAIN COND. DRAIN 3/4' DIA. I I OVER HEAD m 12' FROM STRUCTURE I-------------------------------J I I I I I I I I I I I L- - - - - - - - - - - - - - - - - - - - - - - - - - J SCORIATED NICKEL BRONZE FL. PL. FIN. FLOOR � OR WALL BRASS PLUG — — — _ FITTING OR EXTENSION TO I 1 SOIL OR WASTE AS — REQUIRED I I WADE S240-K JOSAM 5600m INSIDE SERIES NICKEL BRASS TOP CAULK J I P.v.G OPTI/SPEC —-----`— INv.5_EE `r517E PLAN OFLOOR SLAB CLEAN —OUT (TYP. NT COUNTERSUNK C.O. PLUG I .6. SEE SPEC. m \\\ I'-S'XS' CONIC. FIN. GRADE �•I OR PAVING— FITTING OR I I EXTENSION TO SOIL OR WASTE AS REQUIRED JI I —------—y 2,INV.E SEE SITPLAN DEXT. GROUND CLEAN —OUT (TYP SECOND FLOOR MECHANICAL PLAN A N C X I T e C T a Design Group" 1441 N. RONALD REAGAN BLVD.. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com L AA #: 0003325 J m m x 0 0 /IVBDIV. an LOT. 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WIIDOU OPENING AND SECURE PER (2) STUDS, (2) JACKS • EA }• CDx PLYWOOD OPENING FASTENER SCHEDULE BIDE OF OPENING KING STUDS (SEE HEADER SPAN CHART FOR DETAILS JACK STUD ASSEMBLY TO BE m ur roe -m AND SPECIFICATION) SECURED ONE PLY; A TIME. 2x4 BLOCKS p SIDES �. GABLE BLOCKING JACKS (SEE HEADER SPAN USE E NAILS, D 4 NO MORE FROM EACH END 1 NO MORE THAN 12' O.C. STAGGERED CFAJ WALL j 2X6 GARAGE DOOR BACK W/ (3) TRBS 2x4 BLOCKING Tr I_ CHART FOR DETAILS AND SPECIFICATION) WINDOW SILL W/CRPPLE$ Jf'XS' J-BOLTS 4' EMBEDMENT MIN, a EA. RAFTER 16' O.C. W/ 2'M'JC1(, WASHER AND NUT L-30 EA, JACK STUD ASSEMBLY TO BE SPACED EVENLY FROM FLOOR 70 RAFTER SECURED ONE PLY • A TIME. }' DIA ANCHOR BOLT GARAGE DOOR HDR IN JOINTS H29 EA USE ttd NAILS, TWO WITHIN 6' AT W' OC. MAX WITH ,' PRIOR TO FILLING. PRIG T • OF DER A L FROM EACH END 1 NO MORE THAN 12' O.C. STAGGERED EMBEDMENT AND 2'1,2X6 WASHER BLOCK CENtER DOORA. HEADER W/lV h'XS' J-BOLTS x4 RAFTER • 24' O.C. SP4 OR HS •TOP AND BDIMPSON MSTM1.24 a EA. 4' EMBEDMENT W/ 7'M'XK' WASHER 2x4M'11NG BOTTOM PLATER o FULL JACK SECURED IN) AND NUT al LENGTH STUD, BOTH BIDER SPECIFIED ANCHORS O. (LTPI G. SHEAATTNEIW. TO LAP TO TOP NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO OF MASONRY WALL. 2x8 P.T. BOTTOM PLATE MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SHEATHING MUST NOT SUCH INSTRUCTIONS ARE MOM STRINGENT BREAK I'-4' MIN. FROM 2ND GARAGE DOOR TYP. EXTERIOR WINDOW / DOOR FLR LINE. UCK ATTACHMENT V �1 FRAMED OVERHANG �'M N.T.B. %iOPENING WD FRAMED V SCALE: V2'.1'-0' (W/FLOOR TRUSS WINDOW ® 2—STORY OPENING WALL ��ARCH V WINDOW SCALE, 1/2'.I'-0' FRAME A SECTION SCALE, V2•.I'-0' 3'-0' FASTENER SCHEDULE NOTE: TYP. EXT. SHEATHING ATTACHMENT ROOF DIAPHRAGM ro Riri, su.wx + w.i�s . <• mc. FOR SHEAR 1 UPLIFT (ORB, TO BE STRUCTURAL USE ,/16' 098. OR V2' COX PLY WITHRING SWANK R9HANC GUN NAILS AT 4' OL. AT �' eoc�s GRADE) CONNECTORS FROM STUD TO PLATE ARE SUPPORTED PANEL EDGE& AND 'S RING SHANK CAN NAILS AT 6' O.C. AT NOT REMIRED EXCEPT a OPENINGS PRE-ENG. TRU88 T INTERMEDIATE SUPPORTS. SEE DETAIL. DBL. 2X TOP PLATE ROOF SHEATHING TO GABLE END FRAME 1/16' OSB. a USE 'S GUNNAILS a 4' OL. . . . . . . . . . IX BLOCKING a EXTERIOR BREATHING m TOP USE IA&' DAB. OR 1/2' PLY WITH q RING SHANK GUN NAILS AT W O.C. AT PANEL SIDES AND G RING SWANK GIN NAILS 4' O.C. TOP t BOTTOM PANEL AND 'D RING SHANK GUN NAILS AT 6' OG. At I!q � �2f , ,n6' 09a 2X STUDS 16' O.C. MAX. a INTERMEDIATE BUPPOWS. SEE DETAIL. ew • b%' O IN FIA�D NAILS 2X BTM. PLATE a •k-- NOtE: RNG BHAWC CAN NAILS $HALL BE PERMITTED A8 ACCEPTABLE FASTENER RROM ANY MMAFACTURER AN ^ o r \ 3/4' FLOOR DECKING N I NAIL REQUIREMENTS . o rcG FLOOIR ETRA! s SIZE HEAD LENGTH DIA "LE 9 ad ROMMOD 2 3/S' .113 1T0.00® NOTE: NAILS TO BE MFCs. BY MEMBER O' INT. O�MA�X.DBLOCKING AT ININ FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR i �� V 0 P � � � � � A TYP. EXT. BHEATHIYa ATTACHMENT FOR ROOF V SHEATHING (098. TO BE STRUCTURAL GRADE) v 0 2X4 • TOP 1 BOTTOM COIN. W/ (W 12d NAILS WE TA-16 BLK WALL STAPLE, NAIL 1 TOOL ASSOCIATION 01I3 INGN NOMINAL ROOF SHEATHING rc :p — -- QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 2X4X4' SECURE TO TRUSS W/ 3-12d 6'-8' O.C. MAX TYP. 1. SHANK DIAMETER 2, Ir. DIAMETEROF 0Atl OVER ANK DIA TER 3. 16 TO 20 RINC+S PER INCH P � o • � °1 'S 2- DECK SCREWS a 6'-8' W/ 1/4' GAP FROM BLK TO ORB. O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT PERIMETER OF ObB. TO PROVIDE CONT, NAIL PATTERN 4. 02M INCH FULL RC/ND HEAD DIAMETER &. 2 INGN NAIL LENGTH 3 REMAINING AREA i0 BE SHEATHED FROM DBL. TOP 2X4 SECURE TO 2X4 BLK W/2-12d p 3 w MAxhIN FIELD.ETNREADED Q3 PLATE TO HORIZONTAL BLOCKING. SECURE TO BLK W/ META-16 3 W SHAWL 70 EXTEND BEYOND' o THICKNESS OF SUB -FLOOR ® ING SHEATHs TOP OF WOOD FRAMED WALL TO BE SHEATHING STAGGERED MIN. OF 16' FROM SHEET BELOW ROOF SHEATHING LAYOUT - a ® INSTALL ALL SHEET$ WFACE GRAIN PARALLEL AND ENDWALL BRA-INC3 BUILDING LENGTH TYR EXT. SHEATHING ATtACWMENT n TO STUDS 2'-0" EXTENSION @ OPT SERVICE DR. yNOT USED v FOR GABLE END FRAMING FOR WALL SHEATHING (OSB TO BE STRUCTURAL GRADE) TYP. 3/4' TAG SUB -FLOOR DECKING GLUED TO EXT. WALL SHEATHING 7 SCALE: IR'.I'-0' 9 SCALE, ALL EXPOSED MEMBERS A It B N I T E C T 3 6 Design Grou ..M:. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774-6078 FAX 407-774-4078 www.abdosigngroup.com AA #: 0003325 J W y y C h rn O 6 C ouzwrv. as LoT: SILVERADO LOT 23 BLK 6 pmoJmcT# 04128.000-02361 �coam>� 4EJB "2807—ELLE" GARAom 8VDM: LEFT ]PAGM MISC. DETAILS 150 MPH EXP. B D � 11/10/17 8CALm: 1 /4"=1'— 0" sHmm�r D 2 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RS05.2.1 ON J' O.S.B. SHEATHING OR J' GDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS D.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD CONS OI iEE ENERGY CODE FORMS :OR INSULATION R-VALUES 'GYPSUM BOARD OR j' WIG TRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK W/ I) 45 REBAR CONTINUOUS 'RECAST LINTEL ,EE ENERGY CODE FORMS OR INSULATION R-vALUES lINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ GONG, POURED CELL Ix2 P.T. FURRING STRIPS ® 16' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4'=1'-0' 1/16, O.S.B. OR J' CDX TYVEK BUILDING WRAP FORTIP15ER BLDG PAF GALv'D MTL. LATH 116' TEXTURED FINISH 0 WOOD Ye' TO % MID WALL WEEP SCREED z �- 1_ J —8' CMU -5/8' TEXTURED FINISH ® MASONRY WEEP SCREED DETAIL C6) WOOD TO 2 .LVI:L'L UUININ. SCALE: I I/2'=1'-0' 8 NOT USED 6• CMU N DRYWALL #30 FELT PAPER INSTALLED 2x4 BLOCKING BETWEEN PER FBCR R0052.1 ON J' TRUSSES WHERE X' BRACII O.S.B. SHEATHING OR }' CDX IS PRESENT PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENG GABLE TRUSS P.T. Ix2 W/ MTL, DRIP EDGE 2x4 NAILER 2x4 OR 2x6 SUIB-IBANDJ CONT. 2x4 RAT RUN SECURE PER ELEVATIONS r_0.rYP. W/ (2) 12d's + EACH TRUSS VENTED ALUM. SOFFIT o.N. TO BE INSTALLED ® MID. POINT OF TRUSS SPAN, OR STIFFBACK (SEE SEALED 10'-0' O.C. MAX. TRUSS ENG, FOR SIZE a SEE ENERGY CODE FORMS CONDITION.) FOR INSULATION R-VALUES O.S.B. SHEATHING OR %' GYPSUM BOARD OR CDX PLYWOOD. ATTACHED HIGH STRENGTH CLG. PER FASTENER SCHEDULE BOARD ON SHEET D5 1/8' THICK, 3 COAT FILLED LINTEL BLK l PORTLAND CEMENT PLASTER (1) R5 05 U REBAR CONTINUOUS OVER EXPANDED GALV E) SEE ENERGY CODE FORMS METAL LATH ON FORTIFIBER FOR INSULATION R-VALUES JUMB07EX GRADE 'D' PAPER PRECAST LINTEL OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS PER MANUFACTURES FOR COMPLETE INFORMATION) SPECIFICATIONS WEEP SCREED I PRECAST SILL (SEE DETAIL 2) (U 05 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. W/ CONC. POURED CELL PLATE W/ 126's 8' O.C. MAX 4 Ix2 P.T. FURRING STRIPS s 16' O.G. SECURE 2x6 PT. PLATE TO 8' CMU BLK W/ J'x9' ANCHOR BOLT W/ I/2' GYP. WL. BD. 2' WASHER SET IN SIMP60N WOOD BASE HIGH STRENGTH EPDXY T EMBED. MIN. o 32' CC MAX. �~ % THICK, 3 COAT PORTLAND CEMENT � PLASTER APPLIED u DIRECTLY TO MASONRY a- �o 1—STORY GABLE 1 A BLOCK WALL SCALE: 3/4' =1' -0' I'X4' OR I'X2' P.T. NAILER P.T. OR •X4• SECURE E ❑ TWR1 FRAME L EXTEND INTO BLOCKTAPCONS OR DRIVE PIN SHANK SIZE (MIN. ZEMIN HEAD SIZE 900 EMBEDMENT 1411 WITNM 8' OF E EACH END 4 E' 4(:,:::MII,L O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS, NOTE: OHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3/4 OR +5/4 �n1 WINDOW TO BLOCK +3/4 OR +5/4 tl SCALE: 1'•I'-0' 2X4: CM SECURE TO oLecx W/ 1T.• TAPCONe OR DRIVE PRi (MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT I V) WI WIN 8' OF EACH END 4 IS' O.C. MAX SPACING. 2x6: CEM SECURE TO BLOCK WPIN SECURES OR DRIVE PM (MIN, SHANK 012E .H8 ❑ MIN. HEAD SIZE 300 MIN- EMBEDMENT I Y') WITHIN e' OF EACH END ( B' O.C. MAX SPACING. B, GT1U 2X8` CMJf' DRYWALL SECURE TO BLOCK 07-%, TAPCOIJS OR DRIVE PIN I'X4' OR 1-*P.T. NAILER (MIN SHANK SIZE .145 74 DOOR CASING MR HEAD SIZE 300 DOOR JAMB OR WINDOW MM. EMBEDMENT I Y •) ATTACH TO 2X PER 18' O 8' OF EACH END 1 IB' OL. MAX SPACING. MAMFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUM JAM (DO NOT EXCEED Y.') DOOR JAMB TO BLOCK +1-1/2" B WINDOW TO BLOCK +1-1 2" SCALE, 1'•1'-0' 2X4, clic SECURE TO BLOCK W/ ' TAPCONS OR DRIVE PM (MIN. SWANK SIZE .145 MIN. HEAD SIZE Soo MIN. EMBEDMENT I Y.') WITHIN 8' OF EACH END 4 b' O.G. MAX SPACING 2X6, cm SECURE TO BLOCK W/J- TAPCONS OR DRIVE PM NOTE, STRUCTURAL 2X MUST BE ON CUTSIDE I SECURED (MIN. SWANK SIZE J45 THRAD. GN NON-STRUCTURAL MIN HEAD SIZE 300 V TAPCON MIN, I-8' MIN EMBEDMENT I)") EMBEDMENT INTO BLOCK WITHIN B' OF EACH END � 6. cmIS' O.C, MAX SPACING )F DRYWALL 2XS' ® rX4' OR IW' P.T. NAILER SECURE TO BLOCK W'2 v TAPOONS OR DRIVE PM 36' OAJ& X 4' MRl (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE -8W DOOR JAMB OR WINDOW MIN EMBEDMENT I Y:) ATTACH TO 2X PER WITHIN 0' OF EACH END 1 IS. O.C. MAX SPACMKa MANIFACTUREB DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED)'a') �1 DOOR JAMB TO BLOCK +1-15/16" CEO NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.) DOOR JAMB TO BLOCK +2 1/4" �nL WINDOW TO BLOCK +2 1/4" D SCALE, I'•1'-I' IX r-. WINDOW TO BLOCK +1-15/ 6" �' BC4LE: i'•I'-0' 2X4, SECURE TO BLOCK W/ TAPGONS OR DRIVE PM (MIN SWANK 012E .145 MM. HEAD SIZE 300 MM. EMBEDMENT I Y') WTNM B' OF EACH END 4 B' O.C. MAX SPACING 2X6: SECURE TO BLOCK WR-'Q: NOTE: STRUCTURAL FIBERGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR RS052.1 ON I,' O.S.B. SHEATHING OR " CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION . ONDITION.- O.S.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 GOAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 126's 8' O.C. MAX SECURE 2x6 PT. PLATE TO BLK W/ }'xT ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T EMBED. MIN, 0 32' OC MAX. Ns' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT / PRE -ENS GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 126's ® EACH TRUSS m, TO BE INSTALLED s MID. POINT OF TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. o.N. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' GYPSUM BOARD OR I - HIGH STRENGTH CLG. BOARD 2x4 NAILER 2x4 a 24' O.G. m INTERIOR KNEE WALL CONC, FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS DIRECTLY TO MASONRY F� �o 1—STORY GABLE W/ VAULT CLG. UI—Bp-) BLOCK WALL SCALE: 3/4' - V -0' 2X4: CM SECURE TO BLOCK tw TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y') WITHIN S' OF EACH END 4 B' O.C. MAX SPACING 2X6, CIM SECURE TO BLOCK W'2-V TAPCONS OR DRIVE PM NOTE, STRUCTURAL 2X MUST (MIN. SHANK 612E .145 BE ON OUTSIDE ( SECURED MM HEAD SIZE -00 THROUGH NON-STRIUCTURAL MIN EMBEDMENT I Y') %' TAPCON MR IA' WITHIN 0' OF EACH END 1 EMBEDMENT INTO BLOCK 10' O.C. MAX SPACING 0, CMU ix& ® Y' DRYWALL SECURE TO BLOCK W2-i(.' TAP0>6 OR DRIVE PM I'X4' OR I'k2' P.T. NAILER (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 3" DOOR JAMB OR WINDOW MR EMBEDMENT I Y.') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 IS, O.C. MAX SPACING ANIFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUS JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" E r SCALE: I'•1'-0' 2X4, 983 SECURE TO BLOCK W/ O TAPOONS R DRIVE PM (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIR EMBEDMENT I WT WITHIN e' OF EACH END N to. O.C. MAX SPACING NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TW THROUGH NON-STRUCTURAL 2X6: ® N MM. SECURE TO BLOCK B EMBEDMENT INTO %OGC EMBEDMENT PIN OR DRIVE PM TAIRCONSSWANK (MIN. BHANC SIZE J45 ❑ 8' CFEI MIN HEAD SIZE 300 )f' DRYWALL MIN. EMBEDMENT I Y') WITHIN e' OF EACH END 2 I'X4' OR I•X2' P.T. NAILER 18' O.C. MAX SPACING 2ND 2X SECURE TO 2X8, C$1 STRUCTURAL MEMBER W/(212d SECURE TO BLOCK W/4-%' WITHIN S' OF EACH END 4 6' TAPCONS OR DRIVE PM TO 8' O.C. MAX (MIN. SHANK SIZE .145 DOOR CAGING MIN HEAD 812E 900 DOOR JAMS OR WINDOW MIN EMBEDMENT I YEN ATTACH TO 2X PER WITHIN B' OF EACH END IS' O.C. MAX SPACING MANFACTUREO DETAILS. NOTE: SHIM AS NEEDED TO PLU 15 JAM (DO NOT EXCEED V; DOOR JAMB TO BLOCK +T �L1 WINDOW TO BLOCK +3" SCALE: I' • I'-0' PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U'S REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 I6' O.G. 8' CMU 1/2' GYP, WL. BD. WOOD BASE NOTE: PER FBCR W52.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM 0226 TYPE II. ASTM D 486S TYPE Iv. OR ASTM D 6151 2X4, CM SECURE TO BLOCK W/Yi TAPCONS OR DRIVE PM (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MR EMBEDMENT I Y,) WITHIN B' OF EACH END IS' O.C. MAX SPACING. 2X6, CEO SECURE TO BLOCK WA-I14' NOTE: STRUCTURAL 2X MUST TAPOONS OR DRIVE PM BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL MIN HEAD SIZE 300 VW TAPCON MIN I-Ya' MIN EMBEDMENT OW) EMBEDMENT INTO BLOCK WTNM B' OF EACH END I 10' 0,C, MAX SPACING. e' CMU 2X6, ® Y1' DRYWALL SECURE TO BLOCK WA-U4' 1'X4' OR I'X2' P.T. NAILER TAP'o' OR DRIVE PIN 76- CAB. X 4' MIN. (MIN ANK SIZE J45 OH LEAD SIZE 300 DOOR CASING. MIN EMBEDMENT IV DOOR JAMB OR WINDOW WITHIN B' OF EACH END 4 ATTACH TO 2X PER G. Is OG. MAX SPACIN MANUFACTURES DETAILS. NOTE: SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7 16" SCALE: 2X4. CM SECURE TO BLOCK Wb: TAPCONS OR DRIVE PIN (MIN SHANK SIZE J45 MIN LEAP SIZE 300 MIN EMBEDMENT I Y4 ) WITWIN 6' OF EACH END 4 IS' O.C. MAX SPACING 2X6: CM SECURE TO BLOCK lUA 1/4' TAPO" C DRIVE PIN NOTE: STRUCTURAL 2X.1 (MIN. SHANK SIZE J45 BE ON OUTSIDE 4 SECURED MIL 4EAD SIZE 300 THROUGH NON-STRUCTURAL MIN EMBEDMENT I Y:) iL' TAPCON MIN 1•Y.' WTNM B' OF EACH END 4 CMBEDMENT INTO BLCCK IB' O.G. MAX SPACING. B' cm 2X8, ® )5' DRYWALL SECURE TO BLOCK WA-1/4' TAPCONS OR DRIVE PIN I'X4. OR 1'XJ' P.T. HALER (MIN. SWANK SIZE .14S I' P.T. X 4' MIN. MM. 1EAD 812E 900 DOOR CASING MIN EHBEDI-ENT I Y.) WITW 8' CF EACH END I JAMB OR WINDOW IS' OG. MAX SPACING.ACw ADOOR TO 2X MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3 3/4" ui WINDOW TO BLOCK +3 3/4" SCALE, I'•I'•0' A R C N I T E C T l 6 Design Grou .2. L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAK 407-774.4078 www.abdesigngfoup.com AA iF. 0003325 w 0 y 0 0 alVSDIv Ae LOT. SILVERADO LOT 23 BLK 6 PROJECT# 04128.000— 02361 jwDz}' 4EJB "2807—ELLS" GARAGE SWMG: LEFT PAA:GR: MONOLITHIC 1—STORY WALL SECTIONS & NOTES 15Q MPH EXP. B D TA 11/10/17 SCALft 1/4"=1'-0" glum" 33 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RS0521 ON J' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS i} O.S.B. SHEATHING OR J' J CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET IDS ' -1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. o TOP AND ST. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 126 NAILS ® EACH TRUSS. BTM. RIBBON TO BE P.T. — WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY FIRST FLOOR BLOCK SECOND 1 FLOOR FRAME �.--- EE ENERGY CODE FORMS CR INSULATION R-VALUES 'GYPSUM BOARD OR IIGH STRENGTH CLG. SOARD WIST STRAP VERIFY W/ RUSS PLAN IINDOW ATTACHMENT AS 'ER MANUFACTURES PEG IF ICAT IONS WINDOW SILL 2x STUDS m I6' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL ELK W/ (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) MS REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS ® V O.C. 8' CMU 1/2' GYP. WL. ED. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RW52,� ON a' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P,T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE CONDITION) SECURE 2x4 PLATE TO WALL W/ i'x6' TWRU-BOLTS ® 32' O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8' O.C, MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 0 24' O.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. o TOP AND ST. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS m EACH TRUSS. BTM, RIBBON TO BE P.T. WEEP SCREED (SEE DETAIL 2/03) EMBED. STRAP VERIFY W/ TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND 1A FLOOR FRAME SCAL E : 3/4' 0' -0' 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's o EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS ID 16' O.C, MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUES J' T d G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG, SPECS) 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1)'15 REBAR VERTICALLY W/ CONC, POURED CELL Ix2 P.T. FURRING STRIPS 0 16' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER "30 FELT PAPER INSTALLED PER FBCR RS05.21 ON J' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM, SOFFIT 10000 UPLIFT - CONNECTOR 2x8 SYP 02 — DBL TOP PLATE WALL SHEATHING 2x8 SYP 02 — WOOD STUDS AT 12' D.G. MAX 2x8 P.T. SYP "2 SOLE PLATE "5 REBAR " I6' O.C. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN, SEE ENERGY CODE FORMS FOR INSULATION R-vALUES z iu EQ zQ = l7 ro� WALL 1-1 = SECTION - TI V WOOD FRAME TO �fw, 1B LOCK WALL �° SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD SIMPSON SP2 * EA. 2X8 STUD J' DRY WALL I' DIA ANCHOR BOLT AT 16' O.C. MAX WITH 7' EMBEDMENT AND 2' DIA. WASHER SIMPSON SPI 6 EA. 2x8 STUD (1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (U 05 REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL 1x2 P.T. FURRING STRIPS 0 1&' O.C. 8' CMU 1/2' GYP. WL. BD. (1) 04 CONTINUOUS REBAR WOOD BASE 04 REBAR 48' LONG W/6' HOOK o 24' O.C., MIN. 24' IN SLAB 2'-0, (MIN. IN SLAB) I e 9 a 4' CONC., REINF. W/ 6'x6' WIAXWIA0 WWM ON 6-MIL POLY v, ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE 2 -0 — (3) 05 REBAR ON CHAIRS 2x STUDS ® 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' T e G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE j O.WOOS.B.D. ATTACHED PER SHEATHING OR ¢' CDX PLYWOOD. FASTENER SCHEDULE ON SHEET D5 1/6' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GAL V'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO 2x STUDS o 16. O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' T a G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE NOTE: PER FBCR 9052.E -FOR ROOF SLOPES 2:12 70 LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 EXrER1OR WALL STUDS (WALL SHEATHMG NOT SHOM FOR CLARITY) FASTEN STUDS TO BLOCK WALL WITH USP MSTA46 STRAP WITH F,ASTENERSASSFaw.wsTA„ STRAP • EA. END (LINO) 4 SPACE STRAPS AS FOLLOLLS 410 MPH C', 32' O.G. PLACE STRAPS SPACED AND FASTENED AS WITH Otla SWOWNADDITIONAL ST ADDITIONAL STRAP AT EA CH STU WINDOU KMG D MIN (0) 10d COMMON NAILS MO STUD (O.W6 DIA X 11/2' LONG) 3/4' T t G SUBFLOOR GLUED STUCCO SPECS FOR COMPLETE AND SCREWED AS PER wmMPH'c':32.Or INFORMATION) FASTENER SCHEDULE ON -" mPHc`' 48' Or - 2x4 CONT. s TOP AND BT. OF SHEET D2 TOP of e WALL FLR TRUSS (TOP 2x4 SUPPORTS �A T PLATE 2ND FLR, BTM. 2x4 FILL ALL REMAINING STRAP HOLES W1 I0d NAILS INTO PRE-ENG FLOOR TRUSS 15 IS FOR WALL SHEATHING NAILER) L PRE- FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/T _ wuw FASTEN EACH 2X4 RIBBON W/ l5) (5) 12d NAILS ® EACH TRUSS. Do NOT PLACE SCREW IN SIMPSON HETA-16 EMBED. 12d NAILS a EACH TRUSS. BTM. �' GYPSUM BOARD OR �' BTM. RIBBON TO BE P.T. TOP OF T OP HOLE NEAREST TO TOP STRAP o 32' O.C. MAX VERIFY RIBBON TO BE P.T. HIGH STRENGTH CLG. aeoNRrwnL--- n oP CM eLocK WALL W/ TRUSS PLAN WEEP SCREED BOARD PRE-ENG FLOOR TRUSS 0 coNnRcr Borrcn of STRAP TooueLoacWALL (SEE DETAIL 2/D3) (INSTALL PER MFG. SPECS.) - W/�� • x J' GYPSUM BOARD OR J' EMBED. STRAP VERIFY CONIC. FILLED LINTEL BLK W/ ON ON LGNG TAPGON MASONRY HIGH STRENGTH CLG. BOARD W/ TRUSS PLAN (1) 05 REBAR CONTINUOUS CONC. FILLED LINTEL BLK W/ cru W�L �' V THICK, 3 COAT PORTLAND (1) M5 REBAR CONTINUOUS CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RIBBON EXTERIOR STUD WALL CONNECTION FLOOR CONNECTION AT PARALLEL/ FASTENING DETAIL TO FIRST FLOOR MASONRY WALL 2 PERPENDICULAR PRE—ENG FLOOR TRUSS 2A SCALE: 3/4'.I'-0' 3 SCALE: e SCALE: 3/4' = I'-O' A R C N I T E C T S 6 GZs n O Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-T74.4078 www.abdosigngroup.com AA M: 0003325 F y m 0 y 0 rq a alLJ9DIV. it E(OT. SILVERADO LOT 23 BLK 6 PROJwT* 04128.000- 02361 mcpa a 4EJB "2807— ELLS" GAllAG= S1/INO: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS & ONOTES150 MPH EX Dunm -1 A 11/10/17 8CA& 1/4"=l'-0" ax>es7, D 4 PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3) 1-3/I6 TAPCON OR DRIVE PM (MIN SHANK SIZE.1/9 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') S' FRCM EACH END AND IBM z" OL. MAX MIN 1-I/4' EMBEDMENT 6 (MIN 2 X 3) 2.3/16 TAPCON �? 2" OR DRIVE PM (MIN SHANK SIZF_WS w' MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') S.FROM EACH END AND IBM OC. MAX MIN 1.114' EMBEDMENT 2 X 8 (MIN 2 X V 2-3/16 TAPCON jj OR DRIVE PIN (MIN SHANK SIZE.WS MIN MEAD 811E 33" 2X4 SOLID BLOCKING MIN EMBEDMENT 1 V4') SECURE TO SHEIN ATHG W/ 8' FROM EACH END AND 16' MIN. 2-12d PER SLK. EA. END OL. MAX MN 1-1/4' EMBEDMENT 1/I6' OSB SHEATHItt4G CMAU WALL ARCHWAY DETAIL �116" AND UNDER SCALE. ln'•I'-0' DBL. TOP RATE 2X4 *' OL. MAX EMBEDMENT IW OIN 8' EA. END NOT TO ARGI-1U1AY EXCEED IS.OL. MAX ST. RATE 2X4 SOLID BLOCKING SECURE In' PLl'I000D- TO 84EAT14NS WITH OR 1/I6' Ob8 M. 2-I2d PER ELK IN EA. END 3 EXTERIOR ARCHWAY SCALE: In'•I'-®• ION 1,W OAS, OR Y PLYWOOD SHEATHING Q 90 SLOG. FELT Q3 24' WIDE 26 GA. GALVANIZED METAL FLASHING Q MUST ADD DIS10, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. ® FIBERGLASS SHINGLES TR USS InBIMPIOOJ- ' CLG. BOARD 4 TEXT. STI • 32' SIMPSON SP4 2X4 DBL. TOP RATE Or_ • 32' O.C. 1/2' DRYWALL 2X4 WOOD STUDS .I6. O.C, UALO. ON TRJ85 PLAN 2X4 CONY. STRESS BLOCKING MID -WALL [V2X4 Pt. RATE IMPSON SP4 2' OC. MAX 2'XS' AS. 32' OC. 'EMBEDMENT CONIC. SLAB 2 -S'. CONT. 1-STORY INT. BEARING WALL 7 SCALE: in'•I' — NOTE: FOR WALLS WINO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. DEL. TOP RATE 2X4 I6' OL. MAX SECURE 2X4 W/ 2-v TAPCONS OR DRIVE PIN MIN SHANK SIZE )45 MIN. HEAD SIZE co MR EMBEDMENT I A * WHIN 8' EA END NOT TO EXCEED 10' OC. MAX 2X4 SOLIC BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER MILK EA. EW PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3) 1-3/I6 TAPCON OR DRIVE PIN (MIN SHANK SIZEJ45 MIN HEAD SIZE .$" MIN EMBEDMENT 1 V4') 6' FROM EACH END AND IBM orMAX. MIN 1-1/4' EMBEDMENT 2 X 6 (MIN 2 X S) 2-3/I6 TAPCON OR DRIVE PIN (MN SHANK SIZE,I4e MIN HEAD SIZE 300 MIN MBE EMBEDMENT 1 V4') e• FROM EACH END AND 18' OC. MAX MIN I-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2.3/I6 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 30M 1AV OSB SHEATHING — MN EMBEDMENT 1 1/4') 2X4 16' OC. MAX 8' PROM EACH END AND ID' (WHEN OVER IS' IN HEIGHT.) MAX. O.C. MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING — SECURE TO SHEATHING W/ MIN 2-I2d PER MILK EA END ARCHWAY DETAIL 4 16 AND UP SCALE: V2'•1'-0' 5 CLOSED VALLEY FLASHING DETAIL N.iS. DOUBLE TOP PLATE 2.4 CC,NTINOUS STRESS BLOCKING MID WALL 2x4 STUDS . 16' OL. MAX U.0 9' T 4 G SUSFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE 1ST FLOOR STUDS TO 2ND FLOOR STUDIO SIMPSON META-36 • 32' OC, MAX PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE 2x4 CONTINOUS STRESS BLOCKING MID WALL 2x4 STUDS o IW O.C, MAX, WON 1/2' GYP. WL. BD. SECURE ST. PLATE TO SLAB W/ I•x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. SIMPSON eP4 • 32' OC. MAX 8 INT. 2-STORY LB.W. KALE, In••1'-0' PRE-ENG TRUSSES OR CONV. FRAMED RAFTERS a' Oba SHEATHING OR J' CDX PLYU.DOD SECURED PER FASTENER SCHEDULE 2.4 BLOCKING UNDER WALL STUDS SCURF BETWEEN TRUSS BAYS W/ (3)12d'. EACH END 2. DOUBLE TOP PLATE STUDS . 16' OC. MTS-G . EVER STUD 2X4 ST. PLATE DORMER 9 ATTACHMENT SC ALE: In .1.0— DBL. TOP RATE SECURE 2 X RIP TO FIT Wl2-12d8 6'-8. O.C. MAX 1/8' TEXTURED FINISH 1/I6' Oft SHEATHSYs 2 X416'0.0 MAX (WHEN OVER 16' IN HEEGHT.) 2 X A (UFEN OVER *'IN HIEGHT.) I/4' TEMPERED MASOM E GLUE 4 NAIL W/8d'S 6'-12' OL. IF NEEDED. 2 X SOLID SLK'G . ARCH SECURE W/2-I2d EACH END —MTL WDW FRAME NOTE: NO GAP . UDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE: V2'•I'-0' 2 X 4 (MIN 2 X 3) I-3/IS TAPCCJ OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 8' MCOM EACH END AND 18' EXISTING BLK ASV. OL. MAX MIN 1.1/4' EMBEDMENT 114' TEXTURED FINISH 2 X S (MIN 2 X 3) 2.3A6 TAPCON 1/8' TEXTURED FINISH OR DRIVE PIN MIN 8 4ANK IOIZE.145 MIN HEAD SIZE 300 1/16' OSS SHEATHING MIN EMBEDMENT 1 1/41) S' FROM EACH END AND b' 2 X 4 16' O.C. MAX. OC. MAX MIN I-V4' EMBEDMENT (WHEN OVER IS' IN HEIGHT.) a X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON IS' IN HEIC+HT.) OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD 817E 300 MIN EMBEDMENT 1 V4') 2 X SOLID BLK'G • EN SECURE Wn-pd EACH END 8• PROM EACH END AND 16' ATTACHMENT PER OL. MAX MIN I-1/4' EMBEDMENT MAMUI'ACTURIR'S SPECS, MTL UDW FRAME V4' TEMPERED MABCNITE 'NOTE: NO GAP . WDW FRAME GLUE 4 NAIL W/ed'S 8•-t2' OL. TO EXCEED 1/4' F NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: V2'•I'-0' ROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP DUIGS.) EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE W/ LISP SPT24 NAIL PER MANUF. SPECS. SECTION AT TOP 6OF EXTERIOR WALL SCALE:NT9 ASPHALT SHINGLES OVER -0 FELT ON IAA OAM. PRE-ENG GABLE TRUSS SPF STIFFBACK (SEE SEALO ENG. PACK FOR SIZE 4 CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT �-- COIN. 2x4 SPF RAT RUIN W/ (2) 12d'. • EACH TRUSS (2) 2x4 7 S.YP. DIAGONAL BRACE W/ (V Rd'. • EACH TRlBB (DIAGONAL X-BRACING TO COVER 5-iR198E6 I'GYPSUM BOAR OR I' HIGH STRENGTH CLG. NOTE: BOARD DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE • ANY SPAN S'-V OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. CI-V TO 30'-0' (1) X-BRACE 30'-I' TO 60'.0' (3) X-BRACE (I) X-BRACE • CENTER AND (2) BRACE DIVIDED EOUALY FROM CENTER TO END �n1 GABLE X-BRACING SCALE: In' • 1'-0' 2. RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) Vd CAN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) I2d NAILS OR MIN. (4) IOd GUN NAILS 2. RAFTERS bc8 NAILER SECURE TO TRUSSES BELOW W/ (2)12.1 NAILS OR (3) 10d GUN NAILS • EA TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TRUSSES PRE-ENG. TRUSS ALTERNATE coNNEcnoN T��L ONV. FRAMED ROOF META-24 RAFTER TO BLKYa SCALE: V2'•1'-0' SETUEEN TRUSSES V-0' TO 30-0' (1)'X' BRACE 30'-1' TO 60'-0' (3)'X' BRACE (I 'X' BRACE • CENTER) (2 'X. BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER •30 FELT ON 1/16' O.SB. (2) 2X4 -2 SYP DIAGONAIL BRACE W/ 3-12d . EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING WHERE 'X' BRACING IS PRESENT (2) 10d NAILS EA END TO TRUIOIO SFF STIFFBACK (SEE SEALO ENG PACK FOR SIZE 4 CONNECTION) corrla'+ 1/16' OSB SHEATHING TFWSS 24' ot. USE 8d NAILS AT 4' -EDGE 4 6' oc. FIELD WW// 99��gg gg q,qGG In' CLG. BOAR TO OR SIMP80N HSTA-24 -32-'OOL.0 MAX. TRUSS W/ (i) 12d NAIL CONT. PAT - EA TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. b O.CNINN FIELD ING TO BE DBL TOP PLATE 4' O.C..ALL EDGES W/8d NAILS 2X4 SiIID 16' O.C. MAX (1112—STORY GABLE END CROSS BRACING SCALE: in'•I'-0' • 1115 UPLIFT SIMPSOM 1478M120 UJAV 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONY POURED LINTEL • 23W UPLIFT (2) SIMPS 1 HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4)1/4'. 2 1/4. TAPCCNS TO CONT -POURED LINTEL T� PRE-ENG TRUSS cOMPII" BOND BEAM TAP CONS MIN. 2' COVER 2' APART 1 N.TS. 12' z FINISH s LANDING *2X(P D FF, = z � I 36''111N. FINISH 3/4' PLYWOOD WITH LANDING DETAIL 4 12-0 COMMONS WINDER DETAIL NAILED THRU 3/4' FINISH iv LANDING PLYWOOD INTO 3/4' PLYWOOD FF. EACH STRINGER LESS THAN 4' TYP, 3-2x12 SYP STRINGER I DBL 2X12 REINFORCED W/2X4 SPFOR R JOIST W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL-400 OR SIMILAR ,m EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)08 3' SCREWS 0 EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) MIN. TREAD 10', MAX. RISER -1-3/4" 3/I6' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/6' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA, TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPAB I L I TY WINDERS- MIN. &' WIDE 0 NARROW END MIN. II' WIDTH * 12" FROM NARROW END 34' MIN. HANDRAIL HGT. CUTTREAD O FIT —IXS RISER (3) 10d CUT NAILS ® 2X4 P.T. SLEEPER INTO SLAB — HAND RAIL 1/2' DRYWALL IXIO TRIM -1' NOSING TYP. m 3 STAIR SECTION DETAILS SCALE: 3/4' - I' -O' Design Grou P"1ne. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abde31gngroup.com AA 8: 0003325 F m y V O 4� U A F C Pi reumm as LOT: SILVERADO LOT 23 BLK 6 Pnoj=T# 04128.000-02361 MoDzu 4EJB "2807—ELLE" GA L&GM BWMG: LEFT PAGIM MISC. DETAILS 150 MPH EXP. B I � 11/10/17 DCAXAk 1/4"=1'-0" e8mmmmT - 1 PRODUCT APPROVAL LISTING -SHINGLES -STANDARD , PRODUCT APPROVAL LISTING EXPIRATION DATE FL 10446-114 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 30447•113 SIMPSON STRONG -TIE CO STRUCT CDMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10456-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-112 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244-R3 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 1Z131/2020 FL 17244 FL 6223-112 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 7473-116 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR 12/31/2018 FL 12019-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR 7/31/2019 FL 14039-112 PLYGEM SINGLE HUNG 2014 FBCR 7/31/2019 FL 14634-112 PLYGEM SLIDING GLASS DOOR 2014 FBCR 7/31/2019 FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-113 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 15217-114 MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349-R4 MI WINDOWS & DOORS SLIDING GLASS DOOR 2014 FBCR 12/31/2017 FL 15333-112 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR 12/31/2017 FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR 12/31/2017 FL 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5684-R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 15279-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5891•RS THERMA-TRU EXT. DOORS SWINGING OCT. DOOR 2014 FBCR 12/31/2018 FL 10758-R6 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2018 FL 10471-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2019 FL 13192-R4 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13223-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265-R2 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 4103-118 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006•R9 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL 158-R8 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORR)ABUILDING.ORG CONTROL DATE: 09/26/201 A R C H I T E C T S Design GrouP C. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngFoup•corn AA 8: 0003325 ti 0 0 F d F x-�j SUDDIV. as LOT SILVERADO LOT 23 BLK 6 PROJWT# 04128.000-02361 HODlxs 4EJB "2807- ELLE" GARAGM 8WM0. LEFT PALM PRODUCT APPROVAL LISTING 150 MPH EXP. B A R C N I T E C T 5 NOTE - APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 4.4' SELF -ADHERING MEMBRANE 6 t 6' • VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSEENDS) 1 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER 4'ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE P APPROVED HOUSEAPWITH FORTIBER SHEATHING TAPE FLASHING TO EXTEN:CNE PEI' OR LESS PIPE 16'xb' SELF-AOHERAJG MEMBRANEPl�FORMED CONTROL JOINT i � � j' THICK, 9 COAt CEMENT � � PENEtRAT10N�ASHMG (AP �CRICI'1PAt�R 4'x4f��p��nFLANIGE OF CONTROL JOINTS T PLASTER.� SELF-ADHERNG MEMBRANE I Ou��,,,/// Ine. BE WIRED TIED TO LATH • 6' WRB LAYER •2, FORTIP15ER FLASHING OVER APPROVED O.C. MAX (VERTJ, NOTE: DO BUILDING PAPER r MI Lap • "ITAL Lgtw ;;`HOUSE WRAP. Not FASTEN CONTROL JOINT t0 / \ FLASHING ?O EXTEND ONTO PIP£ 1441 N. RONALD REAGAN BLVD. WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W1 APPROVED METAL LATH LONGWOOD, FL 0 760 %, LEG MAY Be USED TO TEMP. FASTENED -1' (VERT.) O.C. MAX f X X X X I PH: 407-7746078 EECIJRE CONTROL JOINT AT SUPPORTS FAX:407.774-0078 DURING INSTALLATION I--� CUT AND OVERLAPSIDE OF WWW.abdesigngroup.com U/RB LAYER 'I, I --11�� SELF -ADHERING MEMBRANE METAL LATH CUT AND OVERLAP ONE SIDE OF AA K: 0003328 FASTENERS TO BE SPACED STUCCO WRAP I FLASHING T w SELF -ADHERING MEMBRANE • T' O.G. MAX VERTICALL7 :1 WOOD SHEATHING URB LAYER'-, J' THICK, 3 COAT CEMENT _ Fr-- S?EP FLASHING WHO I STUCCO WRAP I PLASTER WRAP 5 b' nix pApele I.qp aeLow oNL. / METAL LATH W¢B LAYER •2, FORTIFIBER fUR6 LAYER •J, FORTIFIBER I UARB LAYER 4, FORTIFIBER BUILDING PAPER PAPER �ADL BUILDING PAPER / L \ / I WRB LAYER'-. 6'x6' SELF -ADHERING MEMBRANE STUCCO WRAP FLASWMG OVER 4'a4' SELF -ADHERING MEMBRANE Y to I INSTALL FASTENERS (CLIPS, APPROVED FHOUSE ALL NOT 0- IV- b' TO a' b' TO e• WOOD SHEATHING � IRED TO SECURE WRAP. O EXTEND MEMBRANE TINIlOU9 CONTROL �I PIPE/ WIRE TO FRAMING 4N44'' 6ELFTADNERMG UT SHALL _� FLASHING OVER APPROVED - PED AMID -'HOUSE WRAP. EACH SIDE. PROVIDE 2X4 BLOCKING r Mw LAIN -J ING TO EXTEND ONTO PIPE M CI063 rlA PLACED FLAT MAX 6' TO S' LAQ`a' Oven L LAp OL JOINT ' AP R AP \ ERS FOR LATH TO BE NAILS OR C�TROL JOINT FALLS Ot•1 / STRUCTURAL STUD ' 2 SCALE, I I/2'.I'-0' �B' CONT. BEAD OF SEALANT INSTALL APPROVED HIOUSEUARAP AIR S N COMPLIANCE W ASTM CI069 _ BARRIER OVER LIESTO BE (NlO. IS) 0041r, WIRE /KING ATRA $WOLIN MAY BE IN ADOITIOI�M \ ELAStOMERIC COATING OVER STUCCO/ STUDS ITLMIIRED PER PLAN / C.V. FINISH (SEE TYP WALL SECTION) i' VERTICAL LATH & PAPER DETAIL U1ppD STUDS SECTION F ExmdwasM pW-Wft NOTE. SHEATHING Exterior — of portlend mmnt Fleamr SIDE LAPS OF METAL °hall comply win' the epphmtkn PLASTER BASES SHALL r.quir.—t. of ASTM C 82E-12A. BE SEGIIRED TO DIIILDMG ' O"M" TYPE CONTROL JOINT PRAM .r SHALL MEMBERS. PAR °p Inamanenel�..ew l n-ando-amlV shall comply Itl1 ASTM C 1063-12A BETWEEN SUPPORTS WITH 0.0415-N. (111-t1M1 STUCCO 3V — • LATI WIRE AT INTERVALS NOT LAI ` pApeR MORE THAN S' (2n-MM). AS PER ASTM CI063 O , FCID NLLN1D • R. A O L ACID b1UNm • -A I.S.I. ® ^�•�.D KICKOUT FIFE E FENETRATION DETAIL (FRAM FOLD FOR REPAIR OF TEARS ® IN IMiB LAYERS, tEAtZ9 HORIZONTAL LATH DETAIL MAY BE PATCHED & PAPER DETAIL IWHOUSE WRAP TAPE a PER MANIF. SPEC. OR N.T. V . FOLD PEEL 1 STICK O, FaD NwsRD • O ,FOLD INIWI®• PT A WOOD SHEATHING OR CMU :. CREAAE . Pr. D WR8 LAYER •I, 2. C11EAK • PT, D a. aaAee • n. c STUCCO WRAP (FRAME ONLY) 3. CREAAE • 6 TOLD PT. C OVER rt. D TILL PT. C TOYCK! I� DDT OMFLA ® I �' THICK, 3 COAT CEMENT ® tPLASTER C CEMENT PLASTER)COAT (CMU) METAL LATH (FRAME ONLY) LAP WRB d TAPE OVER DRAINAGE PLANE (WRB ROOF/WALL SCREED PLA14M LATER #1, STUCCO WRAP) REAL FOLD. QII UQI Clli. J'THICK 3COAT CEMENT Z 5'X5' 'L' TYPE CONTINUOUS UJRB LATER #2 (FORT11=1BER — — — — — — PLASTER (R[Al•E), K' 2 COAT Z GALV. METAL FLASHING CET• PLASTER fCMU/ PAPER) UMM LAYER•2, FOWNFIBER E (NAIL SH ROOF DECK, NOT B D C3 BUILDNG PAPER(ReAME ONI.Y> WALL SHEATHING) URS LAYER`1, CAP SHINGLE - DO NOT NAIL, METAL LATH X-X-X—X Stucco WRAP[geN•B a y) INSTALL WITH ROOF CEMENT Lea 0 C C EIumm dt LCT SILVERADO LOT 23 BLK 6 [Pnoi=T# 04128.000-02361 MODZU 4EJB "2807—ELLE" GARAGM 011111NO: LEFT PAGRI: WALL ASSEMBLY DETAILS 150 MPH EXP. B L LATVM G' WiLIPM a C� W RNLF! IFRAhE BtOP V T O e c en6 IK'ADOVE FRN•E oR au )"I' LAIK�T' PRAM OF OROOF CEMENT PERELEVATIONS LUOOD SHEATHINCxK AiArr FLA&4M (SIM SELF-ADHESIVE FLASHING — — — — — —NOTE: CPA METAL LATH: LATH TO BE PER FBC R No 23_ FELL Il•DERLATt'EM uL„ER TImM SEAL (IADID DR y ,OLDERDOtk2rlQw R103.&.1 / ASTM C-04-1-09 MIN- 2.5 LBS. PMINT eH aImoRr+G p�� nteottKl Ool•1'aFRxs� DATZ: Y11/10/17 DRIP !DOE, OV61l,P B• -L» t PER SQ. ARD CUTILIT`r OR NOMINAL ,�0,►L>�1/a.�=1•_0" &E� LATH DOES NOT MEET SPECIFICATIONS) EII�>OT blA1N1�x, TLCHANICALLY FABCw u.RAP IISM4'D`�" "L" FLASHING TA7 p N.T.S. V F� A JL A R C N I T E C T INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE 1. BOTTOM. 2. SIDES. 3. TOP X: VENT CAP IS TO BE SET IN BED ..�: OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE 11 TOOLED SO AS TO DEFLECT r I.: WATER AWAY FROM JOINTS. -X.. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS 1 I: APPLY SEALANT PERIMETER OF BACKER ROD A NON -MOVABLE FRAME AND STUCCO - ON ALL SIDES,)4' CAULKING o JOINT ALL AROUND PER FBC R703.6.1 Exterior lathing and plastering BACKER ROD Exterior use of porlland cement plaster shall comply with the application jrequirements of ASTM C 926-12A. Installation of exterior lathing and framing L— shall comply with ASTM C 1063-12A� WRB LAYER E, i STUCCO WRAP _X HOODED VENT x THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER -S, FORTIFIBER BUILDING PAPER WOOD CONSTUCTION s,. METAL LATH a' CMU S VINYL CASING BEAD t" W RAISED BAND �V TO$' Mlb LL 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED WSTONE VENEER (FRAME TO BLOCKITO BLOCK( LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO f WOOD SHEATHING E 11 SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R'103.61 / ASTM C-84"1-09, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 0 TOP a SIDES 6B DRYER VENT (BLOCK) CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ' THICK, 3 COAT CEMENT la' TO Ya" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING BUILDING PAPER ' WOOD FRAMED OVER ,QUICK - — — FLASH' F- WALL _ -1 HORIZONTAL WEEP SCREED (FRAME TO FRAME WAFT"' 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO ' I'A IL" IC)=l.=I V C STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -("GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED IHOUSEWRAP BELOW CUT SUCH TNA NO MEMBRAN{ ENTERS BOX, APPLY TO FA EDGE APPLY E-Z OVER 60 MI GRADE 'D, FELT-PROvI SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING WRB LAYER 7, STUCCO WRAP WRB LAYER n, FOWIF15ER BUILDING PAPER METAL LATH 1/8' TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER s V O.C. MAX -31. TO)i' MID -WALL WEEP SCREED ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYIN V FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 STEP #3 WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING X MEMBRANE FLASHING t APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 5TEF #2 WRB LAYER "I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WR 3 LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER 4-METAL STUCCO/ G.V. FINISH ra (SEE TYPICAL WALL SECTION) LATH STET= #5 STEP #ro (�) ELECTRICAL RECEPTACLE Desii n Grou ."C. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407.7744078 www.abdesigngroup.com AA N: 0003325 N i y 8 0 0 O POOR a. �7 SILVERADO LOT 23 BLK 6 PROJECT* 04128.000— 02361 MODEIt 4EJB "2807—ELLE" GARAGE BWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ,04 IE ATTM. 17 CAXJL 1/4"=1'-0" IlEET W2 WOOD SHEATHING WOOD CONSTRUCTION % HAT CHANNEL W/s/e' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 1, STUCCO WRAP i' THICK 3 COAT CEMENT - PLASTER WRB LAYER 1, STUCCO WRAP AMICO AM66-WFWC-'18m CUSTOM CASING BEAD WRB LAYER 1, STUCCO WRAP WRB LAYER 2, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER 6' SAP. • TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN 119EP SCREED 6' SELF-ADHEREINIG FLASHINIGs WRAPPED • TOP OF WEEP SCREED 70 SHEATHING BELOW — WRB LAYER 1, STUCCO WRAP — WRB LAYER 2, FORTIF BUILDING PAPER — 6' SELF-ADI-ERENG FLASHING WRAPPED m CORNER OF CANTILEVER 4' POSITIVE DRAIN tZEP SCREEN NO GAP IN FIELD —� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 1OA DTL. ® CANT. NOTE: METAL LATH: LATH TO BE PER FBC R-103.6.1 / ASTM C-84-1-09, MIN. 25 LBS. PER SQ. I'ARD (UTILITI OR NOMINAL LATH DOES NOT MEET &FECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/0' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH THICK, 3 COAT CEMENT PLASTER mmwiiwi-m" Ig17 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J'. THICK 3 COAT CEMENT PLASTER WOOD CONSTRUCTION RESISTIVE 1 RESISTIVE 2 a' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER 2 d' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUS -FLOOR DECKIW. PRE-ENG'D TRUSS WEATHER RESISTIVE - BARRIER 1 WEATHER RESISTIVE - BARRIER 2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL d' THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD L NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LATER "I, STUCCO WRAP) WRB LA`rER #2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - FINISH LAYER (2 LAYER PEEL t STICK)� 6' PEEL t STICK m DRIP EDGE TO DECK I )¢'XI pis' P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS WATER PROOFING let I \\ LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO —/ CANTILEVER 6' PEEL 4 STICK • 1 DRIP EDGE TO DECK-1 ` I h-xI -',' P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR BAC E ROD t SEALANT FINISH LAYER (2 LAYER PEEL t STICK) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH a' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD COLUMN SHEATHING WEATHER RESISTIVE BARRIER 1 3' X 3' 26 GA. GALV. /Y j li; WEA714ER RESISTIVE METAL DRIP EDGE BARRIER 2 SET IN FULL BED OF 6' SAP. \\ SEALANT, k/' MIN. SPACE FROM DRIP / i PEEL 4 STICCK FACE t0 \Q •� \ TREX I )&'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I )5' X 3' 26 GA GALV. )'A'GAP FOR BACKER METAL DRIP EDGE ROD 4 SEALANT Y4 GAP FOR BACKER SET IN FULL BED OF ROD t SEALANT SEALANT, )4' MIN � VINYL CASING DEAD SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE WEATHER RESISTIVE VINYL CASING BEAD BARRIER 1 BARRIER 1 WEATHER RESISTIVE WEATHER RESISTIVE WATER PROOFING let /� BARRIER 2 BARRIER 2 LAYER (2 LAYER PEEL'S EXTERIOR COLUMN t STICK) .,.nrn. COLUMN SHEATHING DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV METAL DRIP EDGE SET IN FULL BED OF 'SEALANT,$' MIN SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 1 WEATHER RESISTIVE BARRIER 2 'POSITIVE DRAIN WEEP SCREED (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2" — CORNER BEAD FASTENED TO SHEATHING tv -1" O.C. MAX. (V F � WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER e2, FORTIFIBER BUILDING PAPER (14 A CORNER BEAD C FRAME �1 2 v2 ° CORNER BEAD (FASTENER 4 SPACING 0 l" O.C.) CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14-B CORNER BEAD � BLOCK WOOD SHEATHING WRB LAYER 1, STUCCO WRAP \\PEEL 4 STICK }6' SAP. I Ya'x3' 'L' FLASHING SUB FLOOR j 'FULLY EMBEDDED IN ROOF CEMENT j � \ 1 )4' X 3' 26 GA. GALV. METAL DRIP EDGE I Y/'XI )4' P.T. OR SIMULATED SET IN FULL BED OF WOOD (TREX) FILLER SEALANT, Yt' MIN CONTINUOUS SPACE FROM DRIP \ /VINYFACETO TREX YW GAP FOR SEALANT CASING: BEAD �. OPT. BACKER ROD. I WATER PROOFING Met MODIFIED SO LAYER (2 LAYER FEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD I " CANTILEVER d' THICK, 3 COAT CEMENT PLASTER 5/5' TYPE 'X' DRYWALL ! METAL LATH W/TEXTURED t PAINT ED ! WOOD SHEATHING FINISH J' THICK 3 GOAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"T" VT AG'T-TTTQrN W1RB LAYER 2, FORTIFIBER BUILDING PAPER\ METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6 "SELF- ADHERING FLASHING WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED i' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 2, FORTIFIBER BUILDING PAPER "x METAL LATH —, \ I THICK, 3 COAT CEP PLASTER —T 6"SELF-ADHERING FLASHING WINDOW FLANGE 15B CASING BEAD @ WINDOW ( FRAME, NO BAND) AItCN IT LCTS Des 9n Group—.... + L0NGWO0D,FL327E �r PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA k: 0003325 w y I; m 2 0 k 11-1 0 k-OAXA602 m a LOT. VERADO OT 23 LK 6 CT�t 000-02361 4EJB 7- ELLS" ®WINO: LEFT PAO3b WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCMTECT- STATE OF FLORDA DP -' 11/10/17 BCALIM 1 /4"=1'— 0" WA3 WOOD SHEATHING CASING 5EAD PLASTE 3 COAT CEMENT 7O TRIM METAL LATH ,1 IX TRIM MEMBER WRB LAYER 01, g STUCCO TO STUCCO WRAP SIDING TRANSITION WRB LAYER -2, FORTINISER WOOD SHEATHING BUILDING PAPER WRB LAYER -2, FORTIFIBER � -f-i SIDING WOOD SHEATHINGBUILDING PAPER -WRB LAYER 01,METAL LATH }STUCCO WRAP THICK, 3 COAT CEMENT S WRB LAYER 02, FORTIFIBER g�COYWRAP WRB LAYER PPLASTER i BUILDING PAPERSTUCCO WRAP'SELF-ADHERING METAL LATH CASING BEAD FLASHING 6' SELF- ADHERE ING VINYL ANGLED ,/; -`-•-(ExPLODED J" THICK, 3 COAT CEMENT FLASHING OR PEEL 4 STICK CASING BEAD VIEW F PLASTER CLARITY) SIDING TO STUCCO CLARITY) �`� '._ '�-•`-�..-_ (o) CASING B E A D DRIP GAP _/ WINDOW FLANGE WRB LAYER "I, STUCCO WRAP \'\ VINYL ANGLED `WOOD COHSTRXTION \ CBEYOND ASING BEAD / i WOOD SNEATWsv3 WRB LAYER "2, FOR71FIEsER \` BARKER -161871VE BUILDING PAPER i ' BA�2IERRRESISTIVE METAL LATH '..±. ♦J� UT/6?IRIJ" L.LAPSIDWG DHER / \ ♦ // I FLASHING WG THICK, 3 COAT CEMENT is FL�IJC�RING ` I I LLEATHER RESISTIVE PLASTER '� ' % I BARRIER -1 STARTER STRIP / \\ \\ WEATHER 42 BARRIER RESISTIVE FLASHI-ADHERING FLASHING \ �i 5E NOT CAULK OR,( I \� y FL SWING. HERING eEal Waco I � / FLASHING GAMETAL G .. � ALV'D METAL � � Z'FLArLA BNWG DRIP CAP _ / Z' FLASHING DO NOT CAULK OR I Y.• x 6' 91Mp1LATED 6Fni �mv. WINDOW FLANGE UIOOD TRIM MEMBER CASING BEAD @PI WINDOW tea¢ � // \ Y'X W SIMALATED =00I ` GRMEMB ER ."'L KI(FRAME, W/BAND) OR APPROVED SEA LANT15C 6C0 CdliWG SIDING TO STUCCO ® BLOCK TO FRAME WOOD SHEATHING �� TRANSITION METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD NOTE: METAL LATH: LATH TO BE PER FBC R-103.6.1 / ASTM C-84'1-0% MIN. 2.5 LBS. LUOOD SHEATHING PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) UJRB LATER 01, WOOD CONSTRUCTION BEYOND LURAP WOOD SHEAT FIWGSTUCCO RESISTIVE—_ USAT1 ER URAT14ER RESISTIVEB�(A�,RRIER'SUWB t LATER 02, FORTIFIBER U6XREE ALP6'SELF-ADHERING BUILDINCx PAPER FLASHINGMETAL LATH STARTER STRIP I � $11 THICK, 3 COAT CEMENT � (EXPLODED VIEW FOR PLASTER Ga-YD METAL Z' FLASHING CLARITY) VX I WOOD TRH MEMBER CASING BEAD C RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' =1'-(0' (VK'FLEXIBLE PVC BACKER ROD) 6' SELF -ADHERING PLASHWG HEATHER BARRIER UEATHER BARRIER ----------------------- -- --- -- ------------------- - --- - - - -- ---- -------------------- �' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH log WINDOW FRAME ' . ....._ __......... - WRB LAYER 02, FORTIF15ER BUILDING PAPER / E-Z BEAD VINYL CASING (W/3/S' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED FOR CLARITY I 6' SELF -ADHERING �— FLASHING USATHER RESISTIVE \ BARRIER M TO LAP \ 6' MIN, ABOVE TOP OF Z' FLASHING MATHER RESISTIVE BARRIER M UEATHER RESISTIVE / BARRIER -S / `GALV'D METAL Z' FLASHWG DO NOT. CAULK OR — uni rxocun,v I Y' X 6' SIMULATED U! TRIM MEMBER --6' SELP-ADHERING I FLASHING UEATHER PM616TIVE BARRIER w (UTAP FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO \—UEAT14ERRE6ISTIVE ® FRAME TO FRAME BARRIER a @ TRANSITION Y4" CsAP TYP J' THICK, 3 COAT CEMENT GASINr, BEAD PLASTER SEALANT TO WINDOW METAL LATH WRB LAYER 02, FORTIFIBER I BUILDING PAPER WINDOW FRAME 1 I WOOD SHEATHING 1 1 I I I 1 i WRB LAYER 01, STUCCO WRAP &" WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE 1 -- E-Z BEAD VINYL CASING 1 2X FRAMING (W/3/6' FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ------------------------------------------------------------------------------------------------ Ez BEAD ��NDo� cAs�NG 16A LEGEND DRAINAGE PLANE (WRB LAYER "1, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — A R C H IT R C T a 6 e rouI Inc. GD +T LONG WOOD, FL 32750 �• PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003326 V F y 0 0 F O sTJSDiv. es Lo7 SILVERADO LOT 23 BLK 6 Pnoj=T// 04128.000— 02361 moDal 4EJB "2807—ELLS" GARAGa SWING: LEFT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B ABCF#TECT: STATE OF FLORIDA DA O 11/10/17 OCAM 1/4"=1'-0" SI111c" WA4 A R C N IT ECT—S CUT HOUSELLRAP AT 45' ANGLE MODIFIED 'I'CUT IN WOUSEWRAP LINE OF WINDOW - OPENING I APPROVED HO)SEWRAP OVER SHEATHING OVER WD STUD WALL STEP I IINSTALL b' SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL P BELOW S FLEXIBLE iDO NOT SE FIN TEMPORARILY FOLD -UP ' SEC HOUSEWRAP(a TUCK FLAP UND at HEAD FOLD HO)SEW IN AT JAMBS SLOPE SILL R INSTALL W SELF-ADHE FLASHING C VINYL HEAT FLASHING ( DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING I' BEYOND Ji FLASHING INSTALL vIP CAP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXILRAP AS TF FLASHING AT THE FOLD DOWN DIAGC ACRO WINDO 1PPLY V :ONTINUOI: )F SEALAN AMBS ANC 1PPLY TO HNDOW NA LANGE IN 'RE-PUNCI IDLES OR )IDE ADHESIVE - °XIBLE IF VER DRIP CAP ECTO-WRAP EOUI V) WINDOW FLASHING INSTALLATION DETAILS ( FULL WRAP) O SGALE: NT& STEP 9 INSTALL PLUMB, L AND SOL MANUFAC WRITTEN INSTRUCT APPLY MEMBRANE FLASHING • OVER JOINT NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HO)SEWRAP, SEALANTS 4 SELF-ADHERMG FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF (EXTERIOR RETROFIT WORK NOTE; REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING —I NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 www.abdesigngroup.com AA M: 0003325 E N y W 0 0 y i� a Ll `7 SILVERADO LOT 23 BLK 6 PROJECT# 04128, 000-02361 A[ODEL: 4EJB "2807-ELLE" GARAGE 91WJNG: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B D MM 11/10/17 SCALE: 1/4"=1'—O" Blinn" V tl A5 go 2x6 SUB-BANb W/1'x4' NOTCH 6 a va' TEXTURED FINISH s warn, END, WRAPPED IN n' TEXTURED PEEL 4 STICK FINISH . CM :F METAL LATH DRIP EDGE 1\\ i \ METAL FASCIA WRAP �! WOOD 1/8' TEXTURED I C:MUSHEATHING U* B LAYER M, FINISH 0WOOD � \\ �H STUCCO WRAP(FRAME ONLY) 1/2' TEXTURED \\ .j WRB LAYER -2, FORTIFIBER FINISH g CMU BUILDING PAPER \ - ---- (FRAME ONLY) / 2X6 SUB BAND METAL FASCIA \\ m ROOFING CEMENT WRAP Ya' FROM \ STUCCO, 1' FROM \ \\ DRIP EDGE WOOD WALL \\\ METAL KICK OUT ©FLAN EXTERIOR WALL (FRAME OR CMU) \ NOTE: NOTCH FOR 2X(o SUB BAND ONLY ®ELEVATION ®PLAN A \ —ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK(BEYOND) ��DRIP EDGE, I" OFF WALL VNOT INTO STUCCO) — 11/8" TEXTURED FINISH 6 WOOD, 1/2' TEXTURED i i FINISH g CMU —2x6 SUB -BAND W/I'x4' NOTCH e END. WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/126 NAILS (o'-8' O.G. MAX. 2x SUB -BAND W/IY'x4' NOTCH Q END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL @ WALL SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND W/tY'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING:, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2'x4' NOTCH a END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A R C H I T E C T S 6 Design Grousl0f. . 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdoslgngroup.com AA#: 0003325 E h O c R 0 11113 sumzv. as LOT SILVERADO LOT 23 BLK 6 PROJWT# 04128.000-02361 moDul, 4EJB "2807—ELLS" CARAGM 8WlNC : LEFT PAGM WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH.EXP. B