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HomeMy WebLinkAboutBUILDING PLAN• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES J. CANTWELL AR NO, 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 REVIEW BY BUILDER THE CONTRACT DOCUMENTS. BLVD , ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN IS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER TAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT SED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS R THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR ORMATION) TO THE ARCHITECT OR ENGINEER FOR ARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER, AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's :HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION DASED ON THE DRAWING SET. 9 9 2807- 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS -FLORIDA BUILDING CODE RESIDENTIAL ABV, ABOVE LAV. LAVATORY (FBCR) 2017, Pith EDITION A/C AIR CONDITIONING LUIl. LUMINOUS - FLORIDA FIRE PREVENTION CODE 6TH EDITION ADJ. ALT. ADJUSTABLE ALTERNATE M.C. MFR. MEDICINE CABINET MANUFACTURER - NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION Amp- AMPERAGE MIN. MINIMUM -ALL LOCAL AND STATE CODES BD. BOARD MTD, MOUNTED CL CENTER LINE MTL. METAL .00CUPANCY - RESIDENTIAL, GROUP R3 CAB. CABINET N.T.S. NOT TO SCALE • CONSTRUCTION TYPE — VB CLG. CEILING O.C. ON CENTER • MIN. INTERIOR FINISH — CLASS B CLR. CONC. CLEAR CONCRETE PL P.B. PROPERTY LINE PUSH BUTTON • BASIC WIND SPEED — Vult=160 MPH CPT. CARPET PH, PHONE Vasd-124 MPH C.T. CERAMIC TILE PLT. PLATE • EXPOSURE - C D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR. PAIR • 1—STORY RESIDENCE — D.G. DUAL GLAZED P.T. PRESSURE TREATED • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL D DIAMETER R. RISER DIM M. DIMENSION RAD, RADIUS AND STATE CODES DISP. DISPOSAL R.A.G. 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.W. DISHWASHER S.H. SINGLE HUNG EA. ELESQ.FT. EQ. EACH EQ sHT. sm. SHEET SHEATHING CALC. S EXH. CATION EQUAL EXHAUST SDI. SIMILAR EXT. EXTERIOR SL SLIDING F.G./FX . FDA GLASS SL GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL 15T FLR. LIVING 1330 SQ. FT. FIR. FLOOR SECTION 2ND FLR. LIVING 14S3 5Q. FT. FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS TOTAL LIVING 2823 5Q. FT. FTG. FOOTING THK• THICK GARAGE 454 50. FT. GA. GAR. GAUGE GARAGE T.O.C. T.O.P. TOP OF CURB TOP OF PLATE LANAI 80 SQ. FT. GAR. ➢ISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB PORCH 99 50. FT. G.F.I. GROUND -FAULT CIRCUIT TYP• TYPICAL INTERRUPTER UN.O. UNLESS NOTED TOTAL 3456 5Q. FT. GL. GYP. BD. GLASS GYPSUM BOARD V.P. OTHERWISE VAPOR PROOF H.B. HOSE BIB W. WASHER A/C VOLUME 23501.2 CU. FT. H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW INSUL, INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION ALLWIVUPq UClci8A DSHL48LEgSHC WIN F8C Eiy , CCMPLI LNG UlyrjN 3P CnC��AAP RINOCWS CEO RC 6 U pIAN9 AND ALL RROR®Beo N� k t U1NKDgIiVPT1 yo®mRmoTI0M8oRK L1Vrd1kw !"�GlrAgl€ddoM CONCEALED FASTENERS OR nACHMENTS ��CAowmarom OFRECpOTY F THE INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl—COVER PAGE PG GN—GENERAL NOTES TERMITE TRE,ATMENT REQUIRED PG 1 —FOUNDATION PLAN PG IA —DOWEL PLAN PG 1B—LINTEL SCHEDULE (CAST—CRETE) PG 113.1—LINTEL LOADS PG 2 —FIRST FLOOR PLAN PG 3 —SECOND FLOOR PLAN PG 4D—FRONT & REAR ELEVATIONS PG 5D—LEFT & RIGHT ELEVATIONS PG 6— FLOOR FRAMING PLAN PG 7D—ROOF FRAMING PLAN PG 7.1—CONNECTOR SCHEDULE PG 8— FIRST FLOOR ELECTRICAL PLAN PG 9— SECOND FLOOR ELECTRICAL PLAN PG 10— FIRST FLOOR HVAC PLAN PG 11— SECOND FLOOR HVAC 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 WAl—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 W-T x SCANNED, BY sT WCIE COUNTY ' It8I c tar slay 1' JaP 3PE ICI�V WILL IIC T ON 3 MAD 0 A R C H I T E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W V W b h U W A A Fti ti sUBDIV. ee ?AT: CREEKSIDE LOT #130 PROJECT* 04321.000 MC/DEL- 4EJB "2807—ELLE" GARAGE SWING: RIGHT PAGE: COVER PAGE 160 MPH EXP. C ARCHITECT: (STATE OF FLORIDA MAY 0, ,,/ /'/' j � D �; 08/04/17 3 ;/A.L : 1/4"=1'—O" 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PS C. ROOF LIVE LOADS R301.6 "* I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017) 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 I. BASIC WIND SPEED VULT=160 MPH, VASD=124 MPH II. EXPOSURE CATEGORY C III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS t0.18 V. RISK CATEGORY II 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, 6TH EDITION (2017). 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/E NG [NEER 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 CONSIDER€P 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. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR 310.2.1. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR 310.2.1. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 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 6TH EDITION (2017) 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 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017). 3. PER FBCR 6TH EDITION (2017) 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 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN/2-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -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''/z-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 HEREINSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINES IZE 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. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS')HALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACC(RDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 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 T- 0" BEYOND NEW FOOTNG LINE. 10. 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 TD 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 R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/" 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 W. 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. CONTRACTOR/OWNER 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 II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11 b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. 3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR SIN 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 3/4 INCH, REFER TO FBCR 6TH EDITION (2017) , SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606.2.11.OF THE FBCR 6TH EDITION (2017). 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 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1 A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM Al85. 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 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" 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: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) E. APA - THE ENGINEERED WOOD ASSOCIATION: 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=1,100PSI Fv=175PSI E = 1,400,000 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, 6TH EDITION (2017) , 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 R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017), 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX 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" CDX 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 12" 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 2x STRUCTURAL LUMBER SYP #2. 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 A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSIITPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L240. 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 BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 6TH EDITION (2017) 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 PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH'h" 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 6TH EDITION (2017), 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017). 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 6TH EDITION (2017). 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 EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" 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,12" 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-C1063-12a. 3. LATH & ACCESORI ES PER ASTM-C-1063-11A & R703.7 OF THE FBCR, 6TH EDITION (2017). 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-C1063-11AAND R703.7 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 12" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 12/19/17 A R C N I T E C T i d N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F W w U w 4 F a F a I Fi us iOhl- SU33DIV. da LOT: CREEKSIDE LOT #130 PROJIECT* 04321.000 mopm: • 4EJB "2807-ELLE" GARGGR OWING: RIGHT PAGIM GENERAL NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA D T --08/04/17 AL'C: 1 /4"=1' - O" ' ill, 1 01 COPY IN ■ ■ m 24"X24"X12' GONG. ■ I PAP W/3-*5 BARS E.W. ON CHAIRS MIN. 3" COVER r 1 �17 L$j IV LL Iz -6 m �� la I J� 9'-4" 39' EXTEND END OF PVC. 3'-( . CHASE UP 12" ABOVE 4' CONC. COND. GONG. PAD SLAB Dl GOND 13 �._� M' DI 30'-2' 13 DI llll 0'-0" ELEV. I I FIN_ CONC. SLAB i 4 ° PYC I I CHASE i l � 11 it 4' CONC., REINF, W/ 6"x(o" 1i WI.4XWI.4 WWM ON 6-MIL POLY-IIII ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN I I FILL TERMITE TREATMENT SHALL IIII BE BORA-CAREINN I1 I% \PDI� Lj �i--— 1l SINK ) �I I i 11 i Dl 11 it `t 4'-0" 4'- -1 it F- OFT_ I . - I I STUB UP REF TO 2ND L ' I I FLR I LAv. LAv. I" PVC CHASE—--- —� o FOR ELEC. TO T ISLAND B ■ 0'-0" ELEV. FIN. CONC. SLAB L — — EXTEND ■ ■ SLAB 1 1/2"�4 "CONC.SLAB I 42'-2 ■4D1 II'-4" 3'-4" L SLOPE 1/8' _� r F ■ L PER FOOT /4 4 12'-4" 24"X24"XI2" CONC. PAD W/3-05 BARS E.W. ON CHAIR5 MIN, 3" COVER iF . AN 39' - S" 09 - -1 ■ B Dl TYP. TYP. 2B D1 4'-2" 2'-2" II \ / II■ 6B II DI I ,� V II 6"x60' 5HWR. PAN tXItNL) -5 I/d" I? WH.I SLAB 1 112' , , I , ■ H_B. J BOLLARD I AS REQ. PER -0 BLDG. CODE 17'-0' I 7 V2' O N F J 161-01 20'-S' NOTES: VERIFY CONDENSER PAD LOCATION WITH SITE PLAN FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROV15ION OF SECTION R3113.1 OF THE F5CR 6TH EDITION (2011) ap WITH OPT. BATH "3 2 T R 2" VTR � tU I WASHERI I � WC AV 2' � 2" Iv�-TR 11/2" �� � �� I/" 11% 2 r�. �' 2 �' 3 1 1/2"� LAv LAv 3" r �2" KITCHEN SINK W/ WC AUTO VENT TUB 2, \ ED. SINK WC 3 3' r G \ 12" VTR \ LAV- '-0 I \ 4" 1 CO 2 LAv 1SHILR TO 2 PLUMBING RlISER II ' ' - r_ km,' SECURE STRAP TO UNIT W/ (2) "8xl 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO GONG. GONG. 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 A R C H I T E C T S Design Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w w w 0 ti a U cc p q ti SUHDIV. de LOT: CREEKSIDE LOT #130 PROJECT# 04321.000 MODEL: 4EJB "2807-ELLE" G A%RAGiE SWINGE: RIGHT PAGE: FOUNDAT10N PLAN L160 MPH EXP, C ARCHITECT: STATE OF FLORIDA D W 08/04/17 SOA M- 1/4"=1'-0" 1 SHEET I COAy N'll�I I' Of ' A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd es i g n g ro u p, c o m AA #: 0003325 W W 0 W 0 F ri Ci U] W A ti A F, SUHDM as LOT: CREEKSIDE LOT #130 PROJECT* 04321.000 lYtoDEL• 4EJB "2807-ELLS" GARAGE SWINGE: RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DA Oa/04/17 SC/I 1/4"-1'-0" IA -------------- 1 I I I LANAI j I I 1 a 1 I I O &068 S.G.D . I (2) 3052-5H (2) 3052-SH I I I I I DINING ROOM I OWNER'S LIVIING SUITE I I I I I II II II nOTTOM 0 II I ® II 0 _ --- PWDR. At I 8'-8" GLCn KITCHEN II I 000cLG. — i I I I I I OWNER'S _—---- BATH PAN. �— I W.I.0 8'-8" GLG. 8' 8" F-— — 7 — — — I GLG• GLG. I I I I ----- 5LOPED I a I II ° FLEX I II I FOYER GARAGE 8�s (2) 305a 5H ��tis I 1 PORCH L--J ---------------- ------ ---------------- L-1 LI JL E"L C a l �U LE NOTE: THE LINTELS MAY 5E 5U56TITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG 45 THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES 5TATED �AS7'��RE7'E` LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L I n'_4" SF2S-IB/IT PRESTRESSED L 1 4'-6' 8F8-IB/Ir Bv. DOOR � Y � L 3 SF16-IS/IT L 4 1'-6' 8F24-IB/17 A R C H IT E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 ti w w w m. 0 ti a U A A 9UBDN .de LOT: CREEKSIDE LOT #130 PROJECT* 04321.000 4EJB "2807—ELLS" GARAGE swixG: RIGHT PAGE: LINTEL SCHEDULE Ida MPH EXP, C ARCHITECT STATE OF FLORIDA 08/04/17 1/4"=1"-0 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY LENGTH NPE 8U8 8F8-0B SF12-OB 8F16-0B 8F20-0B 8F24-OB 8F28-OB 8F32-OB 8F8-18 8F12-1B 8F16-113 8F2D-1B 8F24-1B 8F28-1B 8F32-1B 2'-10" (34'� PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9OD4 10472 11936 3'-6" (42'� PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4'-0" (48') PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 OW9 7526 9004 10472 11936 41-6" (54') PRECAST 1651 1767 1913 2657 3403 4149 4896 5644 2170 4027 6039 1 7526 9OD4 10472 9668 5' 4" (64'� PRECAST 1184 1223 1301 1809 2317 2826 33M 3846 1665 2889 W57 6096 5400 6424 7460 5'-10" (70"1 PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6'-6" (78'� PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 1 5260 7134 8995 W90 T-6" (90') PRECAST 767 1029 1675 23W 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'-4" (112") PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'-6" (126'� PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 1V-4" (136') PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 W4 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13'-4" (160') PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0" (168') PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2W6 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 15-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 17'4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2WO 19'4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 750 1090 ADO 1720 2030 21'-4" (256") PRESTRESSED N R NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0" (264") PRESTRESSED N R NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 FT71 720 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS UPLIFT LATERAL TYPE LENGTH 8F8-IT F12-1T 8F164T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8U8 8F8 7 8F8-2T F12-2T 8F16-2T BF20-2T 8F24-2T 8F28-2T 8F32-27 2'-10" (34'� PRECAST 2727 2878 4101 5332 6569 7811 9055 2421 2021 2727 2794 3981 5190 6407 7630 8857 3'-6" {42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 4,-0„ (48'� PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 1 4658 5406 5'-4" (64') PRECAST 1393` 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5'-10" (70'� PRECAST 1272* 1357 1930 25D5 3084 3665 4247 418 418 1272 = 1875 2441 3010 3583 4157 6'-15" (7n PRECAST 1141` 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 T-6" (90' PRECAST 959' 912 1475 1914 2354 2797 3240 591 651 990 1029 1466 1907 2351 2797 3245 9'4" (112") PRECAST 801' 612 980 1269 1560 1852 2144 454 630 801 1 755 1192 1550 1910 2271 2634 10-6 (126") PRECAST 716' 498 793 1D27 1261 1496 1731 386 493 716 611 1039 1389 1711 2034 2358 11'4" (136") PRECAST 666' 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 607• 400 631 816 1001 1186 1372 340 494 631 1 486 818 1209 1514 1799 20W 1 T-4" (160") PRECAST 500• 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0" (168") PRECAST 458" 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1 1567 1816 14'-8" (176') PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15!4' (18C) PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 329 542 791 1072 1381 1676 (208") PRESTRESSED 236 361 464 567 670 77417'-4" N.R. 255 r228 278 449 849 874 1121 1389 19'-4" (232') PRESTRESSED Z07 313 401 490 578 667N.R. 204 239 383 550 736 940 1160 21'4' (256") PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 22'-0" (264") PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 137 205 322 457 607 771 947 24'-0" (288") PRESTRESSED 127 165 244 312 380 447 515 N.R. 135 124 186 290 1 408 538 680 833 'REDUCE VALUE BY 25°% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4^ZT-4~11111111 GRAVITY LENGTH TYPE 8RU6 8RF6-0B 8RF10-OB 8RF140B 8RF18-OB 8RF22-OB 8RF264)B 8RF30-OB 8RF6-1B 8RF10-1B 6RF14-1B 8RF18-1B 8RF22.1B 8RF26.1B 8RHMB 4'-4" (52"} PRECAST 1489 1591 1827 3053 3412 2982 4982 3954 6472 4929 7947 5904 9416 6880 10878 4'-6" (5411) PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5' 8" (68"} PRECAST 785 832 1602 1550 2058 2666 3075 3585 1153 2162 4074 6472 6516 5814 6839 5'-10" (70") PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6'-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1 1677 2933 4100 6730 8177 6707 7'-6" (90") PRECAST 865 761 1377 2252 1958 2451 2944 3439 764 1377 2329 36D9 5492 6624 5132 9'-8" (116") PRECAST 371 420 834 1253 1071 1342 1614 1886 535 928 1497 2179 2618 3595 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4C^ZTM4A" UPLIFT LATERAL LENGTH 8RF6-1T 8RF6-2T 8RF10.1T 8RF10.2T 8RF14-1T 8RF142T 8RF18-1T fiRF18-2T 8RF22-1T 8RF22-2T 8RF26.1T 8RF26-2T 8RF30-IT 8RF30.2T anus 8RF6 4'-4" (52") PRECAST 1244 1673 2413 32W 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 &937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5 553 5'-8" (68'� PRECAST 924" 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'-10" (70") PRECAST 896" 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6'-$" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 956 1468 1987 2509 3035 3563 T-6" (84'� PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3157 9'-8" (116") PRECAST 533'' 433 W8 1123 1413 1704 1995 516 614 533 527 10M 1369 1728 2088 2450 TYPE DESIGNATION 8F16- NOMINAL WIDTH NOMINAL HEIGHT F = FILLED WITH GROUT / U = UNFILLED FQUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 1 B/1 T L QUANTITY OF #5 REBAR AT TOP 'REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 0 w _ ¢ z 2 O Z #5 REBAR AT TOP MIN. (1) REQ'D d < y 1-1/2" CLEAR 7-5/6"ACTUAL 8" NOMINAL WIDTH C.M.U. GROUT 45 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE LOAD TABLE NOTES MATERIALS GENERAL NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled 1. Provide full mortar head and bed joints. lintels must be reduced by 20% if bearing length is less than 6-1/2". 1. fc precast lintels t 3500 psi. 2. Shore filled lintels as required. Safe loads for all recessed lintels based on 8 nominal bearing. 2. 3. fc prestressed lintels = 6000 psi. fc grout = 3000 psi wl maximum 3/8" aggregate. 3. 4. Installation of lintel must comply with the architectural and/or structural drawings. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 2. 3. N.R. = Not Rated. Safe loads are total superimposed allowable load on the section specified. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Reber provided in precast lintel per ASTM A615 GR60. 5. All lintels meet or exceed U360 vertical deflection, except lintels 1T-4" and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8" meet or exceed U180. addional reinforced masonry above the precast lintel. 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6. One #7 rebar may be substituted for two #6 rebars in 8" lintels only. Y Y. 270 low relaxation. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7. The designer may evaluate concentrated loads from the safe load tables by 7, 7/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. calculating the maximum resisting moment and shear at d-away from the face of support. 8. Mortar per ASTM C270 type M or S. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 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 N I T E C T S Al N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774-6078 FAX: 40 7.7 74-4078 www.abdesigngroup.com AA #: 0003325 w W U w 4 h q ti A z ti SlUBDIV. & IAT: CREEKSIDE LOT #130 PROJECT* 04321.000 MODEL• 4EJB "2307- ELLE" GARAGE SWING: RIGHT PAGE: LINTEL LOADS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA M4y 0 DA 08/04/17 SC :1/4"-1'-0" GROUND SNOW LOAD WIND DE51GN SPEED°' TOPOGRAPHIC (MP{ U EFFECTS" 5E15MIC DESIGN CAT46FORY° SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP" I ICE BARRIER UNDERTLAYMENT REQUIRED" FLOOD HAZARDS e AIR FREEZING INDEX' MEAN ANUAL TEMP WEATHERIiZ FROST LINE DEPTH' TERMITE NA 16 0 G NA NEGLIGA5LE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.111 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 COMPONENT AND CLADDNG WIND LOADS BASIC WIND EVOSURE FOR 3 SECOND WSTS OPENINGS SQUARE ZONE 160 MPH WIND (VuR) REMARKS AND TYPE FOOTAGE MIN, WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IS 5 33/-43 DR. MIN. CRITERIA SjS.D, MIN, 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 31.0/-34.6 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT'. = 2T-O" PRESSURES HAVE BEEN MODIFIED PER SECTION R301.2.1 OF THE FBCR 6TH EDITION (2017) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER CONTROL DATE WOM S 0 I 1 I 6'X6" P.T. POST I 1 (2 TYP.) I I 1 LANAI GLG. I I I lO'-lO' GOND. 15 _4 4'-0' 1 6068 S.G.D. 1 (2)3052-5H (2)3052-6H G O(o8 SG D. EGRESS DINING ROOM ro I LIVING I I PROVIDE DBL STUD EA. END OF KNEEWALL I m B n I I I I j 4X6 POST (� } u oO Z l-� I in j POST a II r I LB. a t-0 1 m (.� fJ PWDR. WG. J WG. KITCHEN Q � I 1 II/�5'-5" GLG. — 3'—W' 2'-8" 10'-0" di 4x4 I W.I. ' PAN. N _ " CLG. 1`v OPT.I b33�l N 3-5H REF I ry FLEX PRE-ENG TRU55&GLG- m DOUBLE TOP PLATE 2x OCKIW3 STRESS C' BLOCKING MID WALL SP4032' Or. MAX 2x STUDS 0 Ib' O.C. MAX, UOx AND SCREUIED AS PER D FASTNER SCFEDULE 16T FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-3 , 0 32' P.C. MAX PRE-ENG FLOOR TRUSS CLG. 1`v OPT.I b33�l N 3-5H REF I ry FLEX PRE-ENG TRU55&GLG- m DOUBLE TOP PLATE 2x OCKIW3 STRESS C' BLOCKING MID WALL SP4032' Or. MAX 2x STUDS 0 Ib' O.C. MAX, UOx AND SCREUIED AS PER D FASTNER SCFEDULE 16T FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-3 , 0 32' P.C. MAX PRE-ENG FLOOR TRUSS 2x STUDS • W O.C. MAX, DOUBLE TOP PLATE —� unx 2x CONTINCUS STRESS SECURE BT. PLATE TO STUD W/ BLOCKING MID WALL SIMP00N SP4 032' O.G. MAX SECURE BT. PLATE TO SLAB W/ j'XV ANCHOR BOLT W/ 2' WASEER l' EMBED. MIN. 0 32' NEIGaW OF GARAGE O.G. MAX, EPDXY NOT VARIES WITH SLOPE REQUIRED FOR EXPANSION BOLTS a 01MPSON 8P4 0 32' OL. MAX 7t m 100 I� y 10'-4" It_ IQ�IB' ro OWNER'S SUITE GLG. V. 4 OWNER'S BATH S'-S' GLG. 36 "x60" I D 5HWR. PA UI j W/ ENCL. LAV. LAV. 4 V l0'-10" W, BOLLARD O.C. PER AS REQ, 29 CFR PER BLDG. CODE r P05T STUDS 0 16 DBL OSHA TITLE A v STUD PART 1926 SUB PART M - FALL PROTECTION c0 1926.501(B) (14) FOYER 3 T_ 4X6 1P2 301 POST X 1.4TTIC I — 5'-6 2 -2 LAGGES� GARAGE Ito' -0'Xl'-0"O.H.D. SQ.FT. CALL. S MST FLR. LIVING 1330 50. FT. 2ND FLR, LIVING 1493 50. FT. TOTAL LIVING 2823 SQ. FT_ GARAGE454 5Q. FT. LANAI 80 50. FT. PORCH 99 50. FT, TOTAL 345(o 5Q. FT. A/C VOLUME 23501.2 CU_ FT. 1' 4" w CaAR'CH EQ. O VANITY + .° `� • °' 4' CCNC. REINFORCED W/ &'Xb' WIAXWIA r WUF OR FIBERMESH ON 6-MIL. VAPOR x K o RETARDER ON WELL -COMPACTED CLEAN L FILL. TERMITE TREATMENT TO BE M ' 4' I'dd' 4' 51RA-CARE APPLIED AT FRAMING. 2'-4' 16'-�' " (2) OS M5AR ON CHAIRS 1'-e' 2 -4 F L PLAN 2O' - S"�II-J OA�_-� 2 STORY _ INT. WALL AT GARAGE SCALE: tr1'.I'_m' 39'-8' NOTE- -2-5 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-S SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR A55EM5LY TO BE THERMA-TRU FISERGLA55 DOOR W/ TRAN50M (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO 5E PER SECTION R302.5.1 OF THE FBCR 6TH ED. (2011). i BAR DETAIL SCALE: I/2"=1'-O" A R C H I T E C T S Gr DesignM Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 w C)w 0 W L 0 U I rC W q A z ti StUHDIV. 8e LOT: CREEKSIDE LOT #130 PROJECT# 04321.000 IAODEL 4EJB "2807-ELLE" GARAGE SWING: RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DAT 08/04/17 f SCI LJ -. 1/4"=1'—O" 4�1d@ s ro Y A+^ro POST v 4XG r POST 39'-8" 4'-2" 31'-4" 4'-2' 3052-5H EGRESS F--� j p I LAUN. = I 8 - 0 �__ 1 d) CLG. 1 I c4 I I o3 I I BDRM. 5 I s'-z 3'-a' ' 14" 8'-0' CL 2 Q e4 61 V. 14'-0" HASE 2'-41 G. C. V. BATH #3 ro 114xcl s = LAV. 8 0 o _ N 06. O 3 SH A o � CHASE 3'-2' 5'-10" 3'-6' -4° 3'-4" 2'_5" 3'-8" STAIR DATA 16 RISERS 0 7.54" co LOFT 15 TREADS s 10" 8'-0" CLG. +1" NOSING cv DN. �� I 42" H. HALF � I WALL W/ CAP i I ti 12'-0" 4'_0' STUDS m iro" O.G. (U.C.N•) PER OSHA TITL§ 29� GFR PART 1926 SUB PART M - FALL PROTECT ION 1926.501(5) (14) BDRM. #6 0'-0CLGCLG, D5L —� STUD l EGRESS tE P I i i I ---------------- 9'-2" 3052 - 5H 2X6 6 1&" O.G, EXT. WALLS. BDRM. #4 5' - 08'"CLG, POST 5'-0" ,/ 5�_4" IACGff SSI 17 IR_-iSH I ATTIC I W. I� 22X36 '-0' GLG.I� W.LC I �— 410 N C Q, BATH #2 tsJ 8'-0" CLG. 4Xg�? BDRM. #2 POST S -0" CLG. m 0 3' -4' I I I---------------------------- i E C FL IR PLAN NOTE: 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE itu i LU iv v m EQ. EQ. (:()VANITY I Q VANITY THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE 2 1/4' HANDRAIL m 36' HANDRAIL 6 36" W/ 2X4 RE-INFOF NOTE: HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1 3%111 2" OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN (o 1/4" AND A LARGF5T CROSS SECTION DIMEN5ION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8" B HANDRAIL DETAIL SCALE: 3/4"=1'-V _(2) LAYERS OF 3/4" PLYWOOD OR (2) LAYERS OF 3/4" SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER W/(3)0B 3' SCREWS 0 EA STRINGER, UNTHREADED SHANK TO EXTEND 5EYOND THICKNESS OF SU5-FLOOR SHEATHING \z STAIR DATA: I&R Q 154" \ z 15 TREADS \ 3/4" KICK 10"+ V NOSING \ PLATE 1" MAX. NOSING J V STAIRS RISERS TO CONFORM TO F5CR EDITION S T O I e MIN. TREAD-10' MAX. RISER-1 3/4' 3/16' \ MAX. VARIATION IN RI5ER5/TREAPS DS \ ADJACENT TO EACH OTHER 3/5' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL \ CIRCULAR CROSS SECTION DIA. TO 5E 1 3/4' -1/4' OR PROVIDE EQUIVALENT GRASF441-ITY WINDERS- MIN. (P' WIDE a 3-2x12 5YP STRINGER \ NARROW END MIN. 11' WIDTH * 12' FROM REINFORCED W/2X4 5" NARROW END 34' MIN. HANDRAIL HGT. W/CONT. BEAD OF \ SUS -FLOOR ADHESIVE \ NOT : FL-400 OR SIMILARE a 'ENCLOSED ACCESSIBLE SPACE UNDER EA HORIZONTAL RUN STAMP'S SHALL HAVE WALLS, UNDER 2 X 4 RE-INFORCING STAIR SURFACE AND ANY SOFFITS m EA. 2 X 12 STRINGER PROTECTED ON THE ENCLOSED SIDE SECURE W/12d &'-8' O.G. 0'-0' FIN. FLR. WITH 1/2" GYPSUM BOARDS. FBCR R302.1 STAIR SECTION 10'-0 3/4" 2ND FIN, FLR. 5'-8" BRG. HGT. 3/4' TaG SUB FLOOR GLUED 6 SCREWED PER FASTENER SCHEDULE PRE-ENG. FLR. TRUSSES 2X4 ATTACHED W/ I" MASONRY NAILS m 2x4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O.C. MAX 2XI2 TREAD -'I c) CUT O FIT n1 �0 � Q .d � M A R C H IT E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W to w 0 w 2 r4 a 1-0 W A A ti SLTBDIV. do LOT: CREEKSIDE LOT #130 PROJECT# 04321.000 MODEL• 4EJB "280'7-ELLS" GARAGE SWING: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DA 08/04/17 SC 1/4"=1'-0" 1 AREA OF ATTIC = 1813 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1813 /300 = 6,04 VENTILATION AREA X SQ. INCHES PER FT.(144) = 870.24 SQ. IN. MIN. REQUIRED VENTILATION = .5X 870.24 IN UPPER PORTION OF ATTIC OFF RI DGE VENTI LATION AREA = 115 SQ. IN. PER VENT 435,12 /115 TOTAL# OF VENTS REQUI RED = 3.78365 TOTAL# OF VENTS PROVIDED = 4 `AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 1-61, 11 11-&1I SHEATHING TO LAP FRAME t0 GABLE CONNECTION 12' MIN —10'-4" — 10'-4' 15'-0 - h 11k IIII 01, U-11 SHUTTER I II _ IIl IIII IIII -�i IIII II11 I11! -;IIII 1 W 4' RAISED `t BAND (TYF'.) r r N 0'-0' FfN. FLR. I5'-0 3/4" 2ND FLR. i BRG. HGT, II 4A iv WA3 ' TYP Ir 10'-0 3/4' 2ND FIN. FLR. V-W BRG. 0'-0" FIN. FLR. #F�-W TEXTURED FINISH ; —h' BUTTERFLY METAL LATH -a WINDOW CORNERS NOTE: IUALL FENESTRATION FLA514ING AS PER FSC R-103.4 OFF RIDGE VENT OFF RIDGE VENT m HGT. SHINGLE ROOF FYPON 5KTI1XI-I OR EQUIVALENT W-0 3/4" 2ND FLR. T BRG. HGT. �— 12"X4S" DECORATIVE: SHUTTER 4A WA3 TYP. 10'-0 3/4" 2ND FIN. FLR. 1 5'-8" BRG. HGT. -' 14 WA � ITyp 1,0'-0" FIN. FLR. " 13'-2" 1 1 tdA TYP Lm REAR ELEVATION TEXTURED FINISH m--bm BUTTERFLY METAL LATH 1D WINDOW CORNERS 11E WA3 TYP. tQ Y � WA3 TYP. 11 Z ■ - o OL 10'-0 3/4' 2ND FIN. BRG. HGT. 0'-O' FIN. FLR. �-- 2 - I O--z ,,, (V (V JL0UVER i"')"E7[ IL SCALE: 1/2' = 1'-0' A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W D w 0 h U W A F A 2 9v$Div aY: LOT: CREEKSIDE LOT #130 PROJECT* 04321.000 MODEL 4EJB "2807- ELLE" GARAGE SWING: RIGHT PAGE: FRONT & REAR ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DAT Z I, 08/04/17 9C :1/4"-1'-0" OFF F21� T� 12'-II' I2'-11 IS'-0 3/4' 2ND FLR. L 5RG. — — — — — — — — — — — — — �18 0 3I4 2ND FLR. HGT. 5RG. HGt. 1 � 1' -0" WA I U Iz WA5 14A U iv I WA3 WA3 TYP. I 4— Ll r WA4 1'-011 ,2 10'-0 3/4" 2ND FIN. FLR. 4 — I — — — — — wA — — — 4 — — 10'-0 3/4" 2ND FIN, FLR. V-S" 5RG. HGT. IL 5RG. HGT, TAP I -6' 471 IlE IlE WA3 WA3 14 TYp• 14A e0 TYP. Wp II A TYP. r TYP. II �I 0'-0" FIN. FLR. — — — — — — — — 0'-0" FIN, FLR. RIGHT EUENATION TEXTURED FIN15H —6" 5UTTEfRFLY METAL LATH m UUINDOLU CORNERS NOTE: U1ALL FENESTRATION FL45HING A5 PER F5C R-103.4 OFF RIDGE VENT 15'-0 3/4' 2ND FLR, 2ND FLR. BRG. HGT. — — — — - — — — — — — — — — —T 15RG. HGT 12 5B YP 1 a 1 WA WA WA WA3 WA4 U r MIN TYP. -OL— =L e 12 10'-0 3/4" 2ND FIN, FLR. I " — 4. Y10 0 3/4 2ND FIN. FLR. 8'-a" 5RG. HGT. 8'-8" SRG. HGT. Zj6TY i 1fA3 TYP, Zo WA TYP. I r TYP. II �� 0'-0" FIN. FLR. 0'-0' FIN. FLR. LETT IE ILE-NAT I O N TEXTURED FIN15H m-6" SUTTERFL7 METAL LATH 1� UJINDODU CORNERS A R C H IT E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 E: rA too w U W 0 h U A ti A ti sv$DIv ae LOT: CREEKSIDE LOT #130 PROJECT# 04321.000 MODEL 4EJB "2807— ELLS" GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATIONS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA DjyT /"'08/04/17 PRE FLR. j FIRE j DRAFT STOP L__----__J 2X4 NAILER FOR DRAFT STOP ELEV. VIEW 1 PRE-ENG. FLR_ TRUSS 3/4" PLYWOOD \1� DRAFT STOP 1 PRE-ENG. FLR TRUSS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS (2) 2X12 BM. TO &X6 POST (2) MSTA-24 6 (1) HTS-16 POST TO SLAB A5U66 (TYP. 2)- � J � 45JIL 1 =- (2) 25M. 48JIL y1 4EJ3L 4L3 F u I In y/A �`Q f0 i ii I N 4L2 N I I HU -410 II II II II II �I II II II II II II I II II II II II Il FT3L—L - FT2 r T—L II II II II II II II II II II II II I II II II II II II � II II II II II �I II II II II II II II II II II II II II N IFT—GIL JIL DRAFT STOP DRAFT SLOP TRU55 TO 4X(o FT9 _ POST W/ (2) MTS-12 r POST TO SLAB HTT-4�- -�— T FTS aw— LL I III 1 TRUSS TO 4X4 3 LL u POST W/ (2) MTS-12 3 POST TO SLAB = _ �— -_- NTT-4- -�—_— - I �Q TRUSS TO 4X4 }� POST W1 (2) MTS-12—- FG2 I ft POST TO SLAB — - 2X8 LEDGER TRUSS TO 4XI _ HTT-4 SECURED W/� jrt POST W/(2) MTS-12 )�" X h' LAG POST TO SLAB W/ DBL. STUD r - BOLT W/ 2' DIA. HT7-4 = �_ - �LL HUG-41@ WASHER OG 4 (2) META-l(o Im F_B I _ IN 1 Ft15 L(L2 Fx:F MbII II HUG 1141@� —T 2 X�0 ATTIC X12 BM._ _ _ _ _ l2) 12 8 - _ _ _ _ ACCESS W - - C2) META-Iro (2) META-1(oI�� IX4 DIAL. — — — — — — — — BTM. CHdRD = BRACING, Bl TYR. GABLE END BRACING D3 SEE DTL. '4' SHEET D2 " 2'-5 f ( f !� �• •" `i � V � I '1 V• a RANEY 09/213/15 3 2) META-1(o A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.a hd es ig n g ro u p. co m AA #: 0003325 F W U w q h a A A h ti SUBD LOT• CREEKSIDE LOT #130 PROJECT# 04321.000 MODEL• 4EJB 2807- ELLE" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP, C ARCHITECT: STATE OF FLORIDA DATE: LEI D7 Q7 @ sa W tv BJi c II II II II II II II II II II II II II ` EiJI TA iA "� II III W I L I I I I I I I I I I I I I I I 1 11 1 ,y EJ� G) E3J3 A BJ5 = II II II II II II II II II II II II II II = 5J5 TRUSS TO 4XG ILA — TRUSS t0 4Xro P05T POST W/ (2) MT5-12 W/ (2) MT5-12 POST TO BLK W/ Al /� I POST TO BLK W/ Htt-4 I = _ — I _ _ I I = NOTE: 2X6 ACo 1 Co " O.C. (TYP) YFF -V I rp, 5,-011 I 4'-V A2 3 Ix4 BTM. CHORD BRACING 72 x O.G. — MAX., SECURED W/ (2) 22X36 f 106 COMMON NAILS m ATTIC I EACH CHORD A4_ I ACCESS I = I = INTERSECTION, TYP. AB TRUSS TO 4X(o _ = I = = A(o POST — \ ( I — TRUSS t0 4X6 W/ C2J MT5-12 �,�/ POST POST 70 SLK W/ _ _ _ _ _ F 5T TO 5L POST TO BLK W! HTT-4%p HTT-4 BJ5 = II II J�A II II II II II II II = BJ5 BJ3 II II I II II C"j Ell ua Ell BJ3 II II , (K IF II II II II II II BJ1 (2) a 8 vl ul I D3 I I I I i I I I I I I I ------ ----- -------- I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — — — — — — — 'J MILLSTONE RANEY A R C H I T E C T S Sign Grvup,nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W a 6 W 0 ti U A ti A Eti ti maw SUDDIv—& ILJOT: CREEKSIDE LOT #130 PROJECT# 04321.000 MODEL 4EJB 2807- ELLE" GARAGE SWING: RIGHT PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 4''y0,;, DATEt'/' b8/04/17 SCAI;&: 1/'4"=1'-0" 1 CONNECTOR SCHEDULE It CONTROL DATE: 01-05-17 MiTek USP SIMPSON MTek USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 M ETA-16 1450 (8) 10d X 11/2 " 1-PLY, (7)16d 2-PLY, EMBED 4" (8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" 12) HTA 16-18 2430 (2) META-16 1985 (12) 10d x 11/2" 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" 1900 (10) 16d 2-PLY, EMBED 4" (14) 16d 2-PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (10) 10d X 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" I -PLY, (8) 16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, 18) 16d 2-PLY, EMBED 4" y Z (2) HTA-20 2430 (2) HETA-20 2035 (12) 10d x 11/2", 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" 2500 (10)16d 2-PLY, EMBED 4" (12) 16d 2-PLY, EMBED 4" 0 LUGT-2 2260 LGT-2 2150 BLK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d (7) - 1/4" x 2 1/4" TITEN, WOOD (16)16d DHTA-20 2430 DETAL-20 2480 (16) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20ACCEPTABLE MUGT15+ 4175 MGT+ 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD) (1) 5/8" A.T.R. I N HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD H UGT2+ 9790 HGT-2 + 10980 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD H UGT3+ 9860 HGT-3+ 10530 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LUGT-3 3525 LGT3-SDS2.S 3285 CONC (4) 3/8" X 5" Wedge -Bo k+Anchors, WOOD (12) WS25 (12) SDS 1/4"0' TO GIRDER, (4) 3/8" x 5" TITEN HD TO MALL LPTA 1510 PARALLEL TO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL (SO) 10d x 11/2" 110) 10d x 1-1/2" MUGT15 4175 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), 14)10d TOP/(6)10d FACE/(12) 10d BACK OF TRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SIDS 1/4"x3" HUGT 7185 (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8)10d (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SIDS 1/4"x3" MTW 12 1195 MTS-12 1000 (14) 10d x 11/2", (14)10d (14) 10d X 11/2" HTW 16 1260 HTS-16 1150 (16) 10d X 1 1/2", (16)10d (16) 10d X 11/2" HTW 20 1530 HTS-20 1450 (24) 10d X 11/2", (20)10d (24) 10d X 11/2" HTW 24 1530 HTS-24 1450 (24) 10d X 1 1/2", (20) 10d (24) 10d x 11/2" LSTA 12++ 930 LSTA-12++ 925 (10) 10d (10) 10d LSTA 18++ 1235 LSTA-18++ 1235 (14) 10d (14) 10d MSTA-18++ 1310 MSTA-18++ 1315 (14) 10d (14) 10d MSTA-24++ 1640 MSTA-24++ 1640 (18) 101 (18) 10d y MSTA-30++ 2065 MSTA-30++ 2050 (22) 10d (22) 10d CL MSTA-36++ 2065 MSTA-36++ 2050 (26)10d (26)10d KSTI236 3890 MSTI-36 3800 (36) 10d X 11/2" (36) 10d X 11/2" KT51248 5140 MSTI-48 5065 (48) 10d X 1112" (48) 10d X 11/2" LFTA6 1210 H6 950 (16) 8d x 11/2", (16) 8d.) (8) 8d TO PLATES, (8) 8d TO STUDS SPT24 1030 SP4 885 (6) 10d TO STUDS (6) 10d TO PLATE (6) 10d x 11/2" TO STUDS MP34 525 IN Fl @ 160•-A A34 5151N F1 @ 160°� (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. (4) Sd x 11/2" TO BEAM,. (4) 8d x 11/2" TO POST. HHCP2 800 HCP2 645 (10) 10d x 11/2" TO TRUSS, (10)10d X 11/2" TO PLATE (12) 10d X 11/2" RT16A 1380 H10A 1140 (9) 10d x 1 1/2" TO TRUSS, (8)10d X 11/2" TO PLATE (18) 10d X 11/2" MUGT15 & PHD4A 4175 VGT & HDU4 4565 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x2 1/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 VGT & HD7B 4940 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"0' TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2200 6665 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12) 16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (12) 16d TO WOOD PAU66 2380 16005 ABU 66Z 2300 12000 (1) 5/8" A.T,R.IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (12)16d TO WOOD LTS19 +++ 1205 LTT19+++ 1340 a) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC., (8)10d TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)IOd TO WOOD py[ LTS2013+++ 1100 LTT20B +++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN.. 7" EMBED) IN CONIC.; (10)10d x 1-1/2 TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (10) 10d TO WOOD S HTT45 4160 HTT4 4235 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 16d X 2 1/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 2 1/2" Z HTT45 5005 HTT5 5090 11) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONIC., (26) 16d X 2 1/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONIC., (26) Ad X 21/2" Q UPHD11+ 14395 H H DQ11-SDS2 5+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONIC., (24) WS3 WOOD SCREWS (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONIC., (24) SIDS X" x2Yx" WOOD SCREWS PHDSA 6525 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONIC. (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (3) 3/4" STUD BOLTSTO WOOD TDX8 7870 Ill 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC. (3) 7/8" STUD BOLTS TO WOOD NFM3SX12U 2580 7130 MBHA 3.56/11.25 9475 5330 (1) 1/2"' 1-BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE. (14)10d ATJOIST (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM H U54121F 3060 2710(100%) HUSC412 (WOOD) 3635 2660(10 (SO) 16d TO HEADER, (10)16d TO WOOD (10) I6d TO HEADER, (10) 16d TO WOOD 33g5(125%) °0%y 3265(125�y � HD4101F (CMU) 1950 5000 HUC410 (CMU) 1800 4500 (18) 1/4""x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10} 10d TO WOOD (18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TOCMU, (10)10d TO WOOD: _Z HD210-21F (CMU) 1950 5000 HUC210-2 (CMU) 1800 4500 (18) 1/4"" x3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10)10d TO WOOD (18) 1/4" x 2-3/4" TITEN (9 PER FLANGE)TO CMU, (10)10d TO WOOD: HD210-31F (CMU) 1950 9000 HUC210-3 (CMU) 1800 4500 (18) 1/4""x3"" W53 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18) 1/4 x 2-3/4" TITEN (9 PER fLANGE)TO CMU, (10) lOd TO WOOD: LGUM26-2 2125 6065 LGUM26-2-SDS 1430 5595 (4) 3/8" X 4" Wedge•Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS (4) 3/8x 4TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4 X2-lk SDS SCREWSTO WOOD HIGH STRENGTH EPDXY = USPCIA-GEL 7000-C. CONTACT THE ARCHITECT/ENGINEEROF RECORD FOR WRITTEN APPROVAL PRIORTO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + W HERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID W/GROUT ++10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A23%REDUCTION IN THEALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIORTO INSTALLATION. y +++ MINIMUM EMBEDMENT INTOTHE TOP OFA BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTOTHE FOUNDATION WILLBE 7" d A.T.R. = A-307 ALL TH READ ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONSTHAT MAYAFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPERCORROSION PROTECTION MUSED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USINGTZ/ HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PERASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIORTO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-H W RCAG16, AND ANCHORING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 20152016. SOFFIT SHALL COMPLY WITH FBC R703.1.2.1 FRAMING NOTES: 1. HURRICANE STRAPSTO BE MITEK-USP OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O: • FOR OPEN WEB TRUSSES -TRUSS TO MASONRY /CONCRETE SHALL BE HTA16 ( INCLUDING FLOORTRUSSES). • FOR FLOOR JOISTS (WOISTS) -STRUCTURAL RIM BOARD TO MASONRY/CONCRETE SHALL BE HTA16 AT 32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR WOIST STRAP TO MASONRY/CONCRETE SHALL BE HTA16-18 AT 24" ON CENTER MAX. • TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES). 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. S. HEADER SPAN CHART & MINIMUM WALL & HEADER STUD REQ. ARE STANDARD U.N.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 & BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 7. EMEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR. MAX 10005F. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12. 9. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS. HEADER SPAN CHART SINGLE STORY APPLIGATION SIZE CLEAR SPAN D5L 2 x 6 UP TO 5'-4" DIBL 2 x 8 5'-4" TO i'-O' DSL 2 x 10 -V-0' TO 10"-0' D5L 2 x 12 10'-0' AND OVER TWO STOR`r' APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2 x 6 UP TO 5'-01 D5L 2 x 8 5'-0' TO 6'-4" D5L 2 x 10 6'-4' TO 8'-0' D5L 2 x 12 V-0' AND OVER MINIMUM WALL AND HEADER STUD REOUIREMFNT!z� MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0l' U.N.O. AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER I 2 3 2 x 12 /02 SYP) 1/16' OSB NAIL (3) 126 w (W-$' O.G. TYP. 2x12 BM./HDR. A R C N I T E C T S I1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 W� 94 U W O y� U W A ti q F ti S UDDm de LOT: CREEKSIDE LOT #130 PROJECT# 04321.000 MODEM 4EJB "2807-ELLE" GARAGESeWMG: RIGHT PAG E: CONNECTOR SCHEDULE 160 MPH EXF C ARCHITECT STATE OF FLORIDA pA 08/04/17 S ALE:1/4"-1'-0" ELECTRICAL LEGEND 5YM50L DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110v OUTLET 110v OUTLET 14 OF OUTLET WIRED TO SWITCH GFI 110v OUTLET EOUIFEDWKARNCP44-1 QSR(T,,m ER RESISTANT lTrE) E@ 220v OUTLET (4) WIRE COWECT ION WATERPROOF FAULTUND � L=jGFI OUTLET RWIPTER SWITCH SWITCH 3-WAY OFER. It4 SWITCH 4-WAY OFER. I_ WALL MOUNTED f LIGHT CEILING LIGHT VP VAPOR PROOF HT `Ql FECE$$ED CAN WALL SCONCE FRE-WIRED �} f t) V VENT. FAN I CFI PER 5O. FT. VENT. FAN W/L.IGHT I CFM PER so. FT. PIk7URE (SPEC'$ TED BY W Ili Iat-L 1 2-BULB WRAP AROUND _ 2' FLUORESCENT 4' FLUORESCENT W TRACK LIGHT Imo'--cisti © PANEL METER 'SMOKE DETECTOR BAT r. eAuc.uP W/ HARDWIRE WALL MOUNTED MATT BACK-UP SD SMOKE DETECTOR W1 HARDWIRE MATT- HACK -UP Ili/ ru'/CO CARBON MONOXIDE SMOKE DETECTOR. COMBO HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ` TELEFHONE JACK uw WATER HEATER IGNITION SOURCE ME ELEVATED D15CONNECT TO Tv. TELE1.1510N JACK O1 J-BOX TO 15E SUPPORTED IN CEILING FAN/LIGHT ACCORDANCE W/ EOX MARKED AS SI1CH FOR FLOOD LIGHT KP OFR. SECURITY KEYPAD pa PUSH-BUTTON FOR CHIMES U815 PORT 140TE5: LOCATION OF TV JACKS d PHONE OUTLETS FANS TO BE VERIFIED 6 HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLE-5 IN ALL HABITABLE ROOMS TO 15E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR &TH EDITION (2011). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI + ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M1501.4 F5CR &TH EDITION (2011), LAUNDRY ROOM RECEPTACLE $HALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD $HALL BE NON METALLIC CA5LE PER ELECTRICAL PROVISIONS OF F5CR &TH ED (2011). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR &TH ED (2011). ALL LAMPS SHALL 5E SELECTED 5Y 5UILDER AND 1591. of LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.S.C. ENEi2GY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011. (oth EDITION R404.1 OUTLET FOR VENT OR MICRO r--------------- ICEILING LANAI IMTD. I L IGHT TO 113EL�� 11NSTALLEDi/I^\\21 PROVIDE I J -BOX IFOR OPT. 1, qFI IFAN 13 WI I DI NING QI M a1 21 i 33 IS 21, 32 PRE -WIRED 1 CLG FAN I I I � PROVIDE �� LIVING ND i ROOM II EA. EA. END � OF I KNEEWALL / SWITCH IN / 2 CABINET I / OUTLET 32 1p FOR DW coNn. 24 SUITE 32 4 PRE -WIRED CLG FAN i 4 Ik I 3 W.I.C. \`' I BATH 243" �C 'r I 23�22 L_ PROVIDE SO-D 'QO" PANEL LOAD CENTER OR EQUAL SERVICE 120/24OV, iPH, 3w MINIMUM BREAKER AIC IOK BUS RATING: 150 AMP LOCATION GARAGE RAZING MAIN: MAIN LUGS ONLY MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT. NO. WIRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 2 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 20 LAUNDRY RECEPTACLE GARAGE LIGHTS AND RECEPTACLES 20 GFCI 12 13 14 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI 12 17 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPUANCE RECEPTACLES 20 GFCI 12 19 20 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES DINING ROOM RECEPTACLES) 20 AFCI 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) TOILET ROOM RECEPTACLE(S) 20 AFCI 12 23 24 12 15 AFCI OWNER'S SUITE LIGHTS AND RECEPTACLES BDRM. #2 LIGHTS AND RECEPTACLES 15 AFCI 14 25 26 14 15 AFCI BDRM. #3 LIGHTS AND RECEPTACLES BDRM. #4 LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 15 IRRIGATION CONTROLS BDRM. #5 LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFCI BDRM. #6 LIGHTS AND RECEPTACLES UPSTAIR LIVING/LOFTS 15 AFCI 14 31 32 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 33 34 SPARE SPARE 35136 1 1 SPARE SPARE 371381 SPARE SPARE 391401 SPARE 24 NOTES: A. CONFIRM BREAKER AND WIRE SIZES WITH EQUIPMENT PROVIDED. B. WIRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN, C. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. D. PHONE & DATA WIRE TO BE CAT 5 E. CABLE TV WIRE TO BE RG 6 F, MAIN BREAKER TO HOUSE TO BE 22 K AIC, G. MAIN TO ALWAYS BE LOCATED NEXT TO METER. 24 24 :aoI I \i GFI a wH / 13 42' A.F.F. 8� \Wl } 1 AL I fi'RE-WIRED GLG FAN' i I I I I U- 8' \ IQ \ BOLLARD Iwo FLEX 33 i I 33 \ \ i 0- V5 p ` A5 REQ. m \ PER BLDG. I FOY — _ \ CODE 33 33 132 s/co 32 ( KEYLESS 13 FIXTURE 1 ■ - —_ _�— WALL MOUNTED — — z PORCH I WT' LIGHT W/SWITCH IN U3 GFI ATTIC L — — 21 PB. FOR- 32 3 13 6 IRRIGATION CHIMES I OUTLET a -- / GFI 45" A.F.F. 28 GARAGE GFI i 1 \ --_------------------ � `� --------- — —`OPT. COACH LIGHT FIRST FLR IELIEXTRIC"AL PLAN METER FIELD VERIFY Loa 150 ,4t1 lf' ELECTRIC,4L RI&ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F13CR &TH EDITION (200) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL BE TYPE THHN/THLUN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" PIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 52/0 ALUMINUM (AL) IN 2" PIA SCHEDULE Bra PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 1 UNIT - NEW CHART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE"D2) HOUSE PLAN: MODEL "ELLE" LOAD INFORMATION VA 2807 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT 8421 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT 1600 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 6000 I DISPOSAL 500 1 MICROWAVE 1500 1 REFRIGERATOR 1200 SUBTOTAL OF GENERAL LOAD 38821 FIRST 10 KVA OF GENERAL LOAD AT 1009 10000 REMAINDER OF GENERAL LOAD AT 40K 28821 VA x .4 11529 TOTAL NET GENERAL LOAD 21529 3.5 TON HEAT PUMP (W/ 6KW EMERGENCY HEAT STRIP) 21 AMP x 240 VA- 3.5 TON COOLING SYSTEM 40 AMP x 240 VA= • 9600 NET GENERAL LOAD 21529 NET TOTAL HVAC 9800 TOTAL LOAD 31129 CALCULATED LOAD FOR SERVICE 31120 VA/240 V= 130 AMP 150 AMP SERVICE 'WORST CASE SCENARIO - HIGHEST HVAC LOAD USED FOR CALCULATIONS.+ NEUTRAL CALCULATION: LIGHTING, ALLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA A 100%, REMAINDER 'A' 35% NET LOAD: (0,949 vA RANGE: 12000 6 10% 8,400 vA DRYER: 5,000 a+ 10% 35003500 VA TOTAL 18,849 vA NEUTRAL AMPACITY 18,485 / 240 = 18 A 02 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 31210 CU, THLUN + 10(o CU IN 2" CONDUIT OR 3 04/0 AL, THWN + 10(o CU IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I P 14SE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CCALE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F15CR 6TH EDITION (201-1). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C H I T I C T$ oruroup,„c 1441 N. RONALD REAGAN JBLVD.LONGWOOD, FL 3275PH: 407.774-6078 FAX: 407-774.4078 www.abdesigngroup.co IIIIIh AA #: 0003325 W W U W 0 yti W co Q A 2 ti 9V87yIV. de LOT: CREEKSIDE LOT #130 PROJECT 04321.000 MODEL: 4EJB "2807-ELLE" GARAGE SWMG: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA \ #4 6ZT—W '08/04/17 SCAM: 1/4"=1'-0" 1 w -pi.& \� �Ay A It C N IT E C T S Design Group Inc. Y w. nvllmLV I\Lf4CAl'11� LlLvv. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F W W V W O ii tj U W A h R 2 ti SUHDIV. &LOT: CREEKSIDE LOT #130 PROJECT* 04321.000 MODEL+ 4EJB "2807- ELLE" GARAGE SWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA r ...ash, . DA : 08/04/17 SC LE:1/4"=1'-0>' DINING ROOM $" PAN. I I�I I 10x& 1-15 CFM y0 FLEX n I II 12X6 PASS THRU II I 250 C LIVING 4` SX4 I go CFM 1 1r — I — — 45 CFM FOYER 12' p Is 4' OWNER'S SUITE mi F---� I I L—_J GARAGE 0 ELLS i=QUIPMENT SCHEpULE 5 TONS MFCs CARRIER Cu 25H5C560A AHU Fv4CN5006 FIRST F L ID. HVA C LAYOUT PLAN SEER 14B SEER TOTAL CAF 56500 ELECTRIC 20S/230/1PH 5RKR CU 50 A-1U 35 REF LIN3=5 7/5' 4 3/8' F W w U w z, 0 ti a U q A ti OUDDIV. de LOT: CREEKSIDE LOT #130 PROJECT* 04321.000 idODEL: 4EJB "2807— ELLE" GARAGE OWING: RIGHT PAGE: FIRST FLOOR HVAC PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DAT • 08/04/17 StC E:1/4"=l'-0" i I I � I I � I I I I I' I � I I � I I ------------------------------- - I I I I I I I I I I I �— — — — — — — — — — — — — — — — — — — — — — — — — — — J w w U W a GL W A FW. A ti 2 ARCHITECT STATE OF FLORIDA DATA/ V8/04/17 SCATLE: 1 /4"=1' - 0" SHEET C) IS REBAR VERTICALLY W/ CONIC. POUR CELL STUDS 16' O.C. MAX BEE ENERGY CODE FORMS FOR INSULATION R-VALUES SECURE 80Tf TO S SIMFSCN 9P4 /THIfl- WIDAYS ? iIXTUREP FINISH SECURE BT. P A / g' CMU ANCHOR T T' MASONRY SECURE BT. PLATE TO SLAB W/ I0d SECU A T LAB W/ }' EMBE MM. AX MASONRI' NAIL w 32' OZ. MAX 1 �, iv 1/2, GYP. ILL. BP. C T 'WASHER �' 0'-0' FIN. FLR WOOD BASE IN. ' OC MAX. ����� a M REB J zz ? Z STOPV�4,EC. REINFORCED W/ 6'X6' = • T4- �WAX .4 WLLF OR FIBERMESH ON REINFORCED W/ 6'Xb' WI.4XWI.4 4'CMFORGD W/ b'Xb' WL4XWIq C. REINFORCED W/ 6'x6' W.4XWL4 `'-W,"r �M U�VAPOR RETARDER ON FIBERI'1E0H ON b-MIL. VAPORULF OR ESH ON 6-MIL. vAPOR FIBERMESH ON 6-MIL. VAPOR r 5GNIPAGTED CLEAN FILL. RE R ON WELL-GA'IPACTEp GLEAN RETARDS L-COMPACTED GLEAN 2=4PER OJ WELL -COMPACTED GL •"�< E TREATMENT TO BE FILL. TREATMENT TO BE FILL. TERMITE TMENT TO BE LRMITE TREATMENT TO BE :p > -GARS APPLIED AT FRAMING. in U 4' I'-0' 4' 15 C PPLIED AT FRAMING. u 4lu 50RA-CARE A AT FRAMING. "` u CARE APPLIED AT FRAMING.(2) 9 REBA HAIRS 0,13) �B REBAR ON REBAR ON CHAIRS IT MIN. LCW G e °i > I UND REBAR ON CHAIRS IL •� 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING STAIR DETAIL W BLOCK WALL AT L. B. W. W UPLIFT 2 AT L. B. W. AT L.B.W. W NO —UPLIFT 3 NOT USED 1 SCALE: I2'•r-®' SCALE: 12'•I'-o' SCALE: I/?' •1'-2+" SCALE: 12'•1'-0' SCALE: I'•I'-0' ri ry I ,ON I.I. POLY ETHYLENE VAPOR RETARDER `'� GCN IAxWIAO UAI.MGTI WELL -COMPACTED CLEAN FILL TERMITE 6-MIL LENE VAPOR 0TUD5 Ib' O.G. MAX STUDS Ya'O.C. MAX TREATMENT SHALL BE BORA-CARE ILL -COMPACTED CLEAN HEAD OF GARAGE SECURE P.T. L PLATE TO 8 / U f U 5 REBAR CN CHAIRS 4' A TREATMENT SHALL BE SECURE BOTTOM PLATE TO STU SECURE BOTTOM PLATE TO STU VARIES WITH SLOPE MA00NRY NAIL w 32' D THICKEN EDGE SECURE T LATE O.CTO MAX SECURE 0PPLATE 4w3T O.C. MAX A I HEIGHT OF GARAG ANCHOR WT T OSL x9' HEIGHT OF CHUB 7 tW S SECURE ST. PLATE TO BLAB W/ 10d 1N—BEARING VARIES WTH BLPPE VARIES WITH SLGFEMASONRY NAIL w 32' O.C_ MAX SCALE: 12'=1'-¢+' W MIN. • 32' OC MAX MIN. w 9T OC MAX. m SCALE: 12'•'-0' w •EPDXY NOT REOUI EX -EPDXY NOT I WON w BOLTS BOLTS �' q �,e ° m40 w < 4' N N . W/ b"x6" WIAXWIAO U11A9 ° .. ° ON OLY ETHYLENE VAF'PR 1 ®• > 9 R ON WELL-CCMpACTXUJIEP GLEAN ° a RMITE TREATMENT SHALL BE a .:.. - - e• °°- ba A -CARE ? m W/ b'XFa' WIAXWIA a • •° CONC. REINFORCED W/ b'X6' IUL4XWI.4 4 ° • 4' CONC. REINFORCED W/ 6'X6' WIAXWL4 •4 4- CON-. REINFORCED RI/ b'Xb' WIAXW.4 L OF `°' I ON b-MIL VAPOR m RE7 ELL -COMPACTED GLEAN 4' GONC. 1.40 UW1M ON R FIBERMEOH ON b-MIL VAPOR OR FlBERP't£SH ON b-MIL. VAPOR WLLF OR FIBERMIEOH ON b-MIL VAPOR P, 6-MIL E RETARDER R ER a1 WELL -COMPACTED GLEAN d' RDER ON WELL -COMPACTED GLEAN 3 K RETARDER oNl UIELL-COMPACTED CLEAN f2 BAR ON CHAIRS FILL- TREATMENT TO BE > F FI RMRE TREATMENT TO BE S FILL. TER-IITE TREATMENT 7Q BE F ARE APPLIED AT FRAMW-ICx. W D AN FILL TERMITE FILL. ITS TREATMENT TO BE L °W1 E BORA-CARE ^� U 4' BORA- APPLIED AT FRAMING. B' d B� RE APPLIED AT FRAMING. in U I'-0' 4• $ORA-GAR£ APPLIED A7 FRAMING. in REBAR ON CHAIRS 2. (2) 5 IEBA CHAIRS (5) S RE CHAIRS (2) S REBAR ON CHAIRS m 3' MIN. - Za m 4 COVER RAGE STEP—UP > GARAGE STEP—UP ARAGE STEP—UP GARAGE STEP—UP —STORY L.B.W. —STORY FOOTI AGE E P L. B. W. W UPLIFT 2— STORY L.B.W. W UPL L.B. W. W NO UPLIFT W NO UPLIFT N-BE / A 6 B AT FRONT PORCHES G�'•1' m' SCALE: I/r•1'_m• SCALE: ,�2'=i'-a>' EXTENDED FOOTING EXTENDED STEP 6TEMWALL TO BE MRL 3 COURSES C SCALE, 12'=1'-m• ,1 ® SCALE: 1/1'=1 -0' GRADE RECESS FOR 41 ,, I'-m' = GARAGE DOOR SECUSE P-TBT PLATE TO 12'X9' ANCHOR BOLT WV HE l' xk.' WL4XWIA0 WUM EMBED. MIN. w 32' O X. POUREDEAR VERTICALLY W/ CONC. � CELL C�BPOURREED CELL Y -P HYLENE VAPOR WELL -COMPACTED B' CMU /! 4• CONC., REINF. W/ b'xb• WL4XWIA0 LLLM ON SECURE P.7. B7. PLATE W/ B, C!'1U ? w L TERMITE TREATMENT SHALL VTx9' ANCHOR BOLT L � B, e, - BRA -CARE 6-MIL POLY ETHYLENE VAPOR RETARDER CN EMBED. MIN. w 32' Z NOTE: OPTIONAL USE OF i+l S_ 1�.0' WELL -COMPACTED CLEAN FILL TERMITE p_ NOTE: OPTIONAL USE OF = CONCRETE CURB w GARAGE 4' ON CHAIRS TREATMENT SHALL BE BORA-CARE 4 °e 'CON - W/ b'x6' WI.4XW.40 UW1M g CONCRETE CURB w GARAGE WALLS TO BE DETERMINED DY } ELT ETHYLENE VAPOR iw WALLS 70 BE DETERMINED BY •� BUILDER BY DIVISION. BUILDER BY PIVISION. STUCCO C CREME PAD (U S REBAR ON CHAIRS ° ° .•R ON HELL -COMPACTED CLEAN STUCCO STOP CURB HEIGHT VARIES °° EI .WI.4kW1.40 WLM - a ' ERMITE TREATMENT SHALL SE STOP N SCALE;1/2' '-0• GARAGE DOOR FOOTING 4. - MIL 'IL HYLENE VAPOR we -CARE CURB HEIGHT VARIES 11 ON WELL -COMPACTED CLEAN YI L E TREATMENT SHALL BE E ° L f ° e' VARIES VA a •a t3) S ON CHAIRS Z L i m ° 6' I' RECE55 4' CONC. REINFORCED W/ 6'X6" WIAkWl.4 O WAIF OR FIBERMESH CN 6-MIL VAPOR 9GD. i RGK 3' 3' 2 a' !2) i15 CHAIRS 4' 0 ° e , ° 4' CONC. REINFORCED UV b'X6' WIAXWIA O ~ a RETARDER ON WELL-COMPACTEP CLEAN FINI FL I - WUF OR FIBERMESH CN b-MIL. VAPOR • '� FILL. TERMITE TREATMENT TO BE = 1>u RETARDER ON DELL -COMPACTED CLEAN BORA-CARE APPLIED AT FRAMIINGm •n • O Me BBORACARE APPLIED D ATITE TREATMENT TFRAMING. u, X W , GARAGE STEP—UP O 4 gq F t3) S REBAR ON CHAIRS 2-STORY L.B. W. 4 F 2) ro MBAR ON CHAIRS W 2'-0' 8 �\ e FOOTING b0 a E, GARAGE STEP—UP @jEXTI) 2'=FO 1—STORY L.B.W. 1—STORY FOOTING 2—STORY FOOTING W/ UPLIFT EMENDED V2' CURB HE[ H 8 AT GARAGE CA AT GARAGE �L AT S.G.D. EE WALE:12' -O' SCALE: 1/2'4-0' SCALE:,•.,'_ : SHOWER RECESS FOOTS D EXT NDED FOOTING 2' FD E DR 2 SCALE. 6GALE: 12' • I' -P>" �S fU •5 REBAR VERTICALLY W/ CONC. L POURED CELL py CONIC,, REINF. W/ 6'xb' WIAXWIAO WLM SEE ENERGY CODE FORMS FOR - a ON b-MIL POLY ETHYLENE VAPOR INSULATION R-VALUES 'ETARDER ON WELL -COMPACTED CLEAN TERMITE TREATMENT SHALL BE TEXTURED FNISH CAFE S" CMU (2) S ON CHAIRS z 1/2' GYP. WL. BD. L AL VARIES PER ELEV. Fq AB AT GARAGE - J TIE VERTICREBAR WOOD BASE TIE VERTICAL REBAR TO HORIZONTAL SERVICE DOOR 0'-O'FIN. FLR REBARW 'HOOT F TTOOBHAORRIIZZr N « HORIZONTAL N SCALE: 12'•I'-0' a _ 4- GROUTED BOND SEAM C TUCCO 1I° NOT USED ..,CAULK e - VARIES PER ELEV. VARIES PER ELEv. 4' GONC. RIFI FORI W/ b'Xb• 14 G — E U WI.4XW.4 WLF OR FIBER'ES14 PN L ..a s P 6-MIL VAPOR RETARDER ON NOT USED GROUTED BOND BEAM ro 'U a WELL -COMPACTED GLEAN FILL. POURED LINT!_ f7YAl 0 a TERMITE TREATMENT TO BE y - • • —r BORA-CARE APPLIED AT �`•�� �B' CMU ED C LL G LINE ;n - b' PVC CHASE THR! FOOTING , FRAMING. 7X WALL F MI • CMIu a Q Ui S, •S. (3) 15 REBAR ON CHAIRS RI' 2) as B O> 'Xl' ANCHOR BOL 'XT' N � W' DRYWALL - (S2) S REBAR ON CHAIRS A 0 m U 2 -0 WA IN. 5' P 2'Y2'ROM :��WPpD BASE (3)) S REBAR ON CHAIRS .. FLOOR All. SET IN JOINTS PRI 2—STORY FOOTING AC G rVED,AN N �:3) W BLOCK WALL FRAME TO U REBAR VERTICALLY W GONG. Af scALE: 1� =r-m° CK WALL CONNEC POUR CELL -SEE ENERGY CODE FORMS FOR 6GALE: e12'•I'-0' INSULATION R-VALUES GLEANa CUIREP CLENREQUIRED a,CMU FOR MBP5CTIOJ FOR INSPECTION 1 AS LINE THRU OCK 12• GYP. ILL. BD. Z Z CAL : •I'-0 Z -WOOD BASE L e- °•� dqe rj NOT USED a -O CONG„ FMINF.POLY ETHYL • un.VAPOR WUM ' ... ' -. ON AwD POLY ETHYLENE VAPOR `" `• 0'-0' FIN FLR. 0'-0' FIN. FLR L RETARDER ITRE TREATMENT 544ALL CLEAN .0 FILL A-CAFITERMITE TREATMENT SHALL BE ° . '-� 0 I BORA-CARE - °a TIE HORIZONTAL REBAR a °e TIE VERTICAL REBAR (1J S REBAR SET IN SIMPSCfJ HIGH ° e e: • RE HORIZONTAL i n° < TO HORIZONTALY10'H o - - REBAR LLU 10' HOOK REBAR W/ I0' HOOK STRENGTH EPDXY b' EMBED. MM. f27 S REBAR • I -STORY /' a °• — + i �� . L (3) S REBAR w 2-STORY )( / y e16a y ea 6' PvC CHASE THRu FOOTING OUTSIDE REBAR TO BE Z:1-5TORY CONTINUOUS(U S vERT. DOWEL4' GONG., �RIF. W/ b'x6• L4XWIA0 '� �� a LAPPED W/ BOND BEAMUALI•T CN b-MIL POLY ETHYYLENE ° VAPOR RETARDER ON (I) 25 REBAR AT CGRlERB L B' 4• (2) 0S REBAR ON CHAIRS WELL -COMPACTED GLEAN FILL W/78'LAP MIN. �� 7_BTPRY HORIZONTAL/VERTICAL TERMITE TREATMENT SHALL BE 1-4• !3) S REBAR ON CHAIRS BORA-CARE 2'-I'MM.LAP HORIZONTAL/VERTICAL REINFORCING AT .. PIPE THROUGH E REINFORCING l' BEARING CHANGE TYP. RETROFIT FOR 1—STORY FOOTING SGALE:12 -o SCALE:12'=r-o A OMITTED DOWELS REBAR LAP AT FOOTING TYP, REBAR LAP W BLOCK WALL SCALE: N'. -® B SCALE' 12'=r-®' r AT LINTEL CORNERS D � U ) ALE: ,2•=,'-0• ALL EX'I'ERI®R F007ERS 4,7 F11%,TISI-3 SLAE' S TO SE MI1,T. 12 BIEL®W IJI%,TIDISTLTREE1) SOIL CONTROL DATE: 07/01/15 A R C N IT E C T S •1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 go F w to W 0 W O A ti A 2 ti a SUDDIV as RAT: CREEKSIDE LOT #130 PROJECT# 04321.000 MODEL• 4EJB "2807—ELLS" GARAGE SWING: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 16Q MPH EXP. C ARCHITECT: STATE OF FLORIDA -----' OAT] : 08/04/17 SC 1/4"=1'—O" DI lco pil 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLE$ OVER WHERE "X' BRACING 15 PRESENT 030 FELT P ER INSTALLED PER FBCR RR5 ON a" O.S.B. FIBERGLA55 SHINGLE5 2x4 BLOCKING BETWEEN TRUSSES SHEATHE R 1' CDX PRE-ENG GABLE TRUSS SHINGLES OVER #30 FELT PAPER At FIRST FIVE BAYS 4'-0' O.G. PLYWOOD BE D PER FIBERGLASSINSTALLED PER FBCR CAT SHEATHING SEAMS) FASTENER DULE 1 _0, CONT. 2x4 RAT RUN SECURE OVER 030 FELT PAPER / INSTALLED PER FBCR RRS05.1.1 ON 1.' O.S.B. TYP. (2) 12d s 6 EACH TRUSS INS RTA05.1.1 ON ' O.S.D. SHEATHING OR CDX 16O.H. TO BE INSTALLED MI DINT OF TRUSS SPAN, OR I ' D.C. PLYWOOD SECURED PER MTL. DRIP ED SHEATHING OR }" CDX FASTENER SCHEDULE MAX. PLYWOOD SECURED ._ STIFFBACK At ALL UPRIGHTS 2x4 OR 2x6 FASCIA PER PER FASTENER OVER 4'-10' HIGH (SEE SEALED SCHEDULE ENG. FOR SIZE AND CONDITION) ELEVATIONS SEE ENERGY C FORMS FOR INSULATION LIES VENTED ALUM. SOFFIT U ARr-> OR ill HIGH MTL. DRIP EDGE TYP' PRE-ENG WD. TRUSS 24"O.C. STIFFBACK AT ALL STRENGLG. BOARD O.H. SEE ENERGY CODE FORMS FOR MAX. UPRIGHTS OVER 4'-10" PRE-ENG TRU55 INSULATION R-VALUES 2x4 OR 2x6 FASCIA P£R HIGH (SEE SEALED ENG. ELEVATIONS FOR SIZE 4 CONDITION.) 2x AILER ' GYPSUM BOARD OR J" HIGH CONT. 2x4 RAT RUN SECURED W/ MTL. DRIP EDGE STRENGTH CLG. BOARD VENTED ALUM. SOFFIT (2) 12d'6 a EACH TRUSS O.S.B. SHEATHING H �" CDX 4 ID 24" O.C. om INTERIOR KNEE 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER ALL ELEVATIONS CONC. FILLED LINTEL BLK W/ CI) SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE ON SHEET D2 WEEP SCREED OR i/16° ZIP SHEATHING SYSTEM S REBAR CONTINUOUS INSULATION R-VALUES CONC. FILLED LINTEL BLK W/ (1) VENTED ALUM. SOFFIT (BEE DETAIL 5/D3) (INSTALLED PER MANUF. SPECS.) i'5 REBAR CONTINUOUS I' -(A' PRECAST LINTEL 2Xh P.T. SECURED TO 5/8' GYPSUM BOARD OR 1/2" EMBED. STRAP VERIFY TYP. MASONRY w/ 1/2"XV A.B. I I HIGH STRENGTH CLG. BOARD -1/6' THICK, 3 COAT PORTLAND W/ TRU55 PLAN O.H. I SEE ENERGY CODE FORMS FOR w/ 2' PIA, WASHERS, -P CEMENT PLASTER OVER I PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIRE -STOP EXPANDED GALV'D METAL LATH WINDOW ATTACHMENT A5 PER 8 OF EA. END, 32 O.G. SEE ENERGY CODE FORMS FOR ON FORTIF15ER JUMBOTEX GRADE INDOW ATTACHMENT A$ PER 5/s" THICK, 3 GOAT MANUFACTURES MENTSPECS PER MAX IN FIELD. INSULATION R-vALUES "D' PAPER OVER TYVEK ANUFACTURE5 SPECIFICATIONS PORTLAND CEMENT BUILDING WRAP KEEPER t0 PLASTER APPLIED I WINDOW ATTACHMENT AS PER STUCCO SPECS FOR COMPLETE ( I CONK FILLED LINTEL INFORMATION) DIRECTLY t0 MASONRY PRECAST BILL BLK. W/ (I) 05 REAR MANUFACTURES SPECIFICATIONS OR 1/16' ZIP SHEATHING 5Y5TEM RECAST SILL CONTINUOUS (INSTALLED PER MANUF. SPECS.) (1) 05 REBAR VERTICALLY W/ (1) EBAR VERTICALLY W/ CONIC. POURED CELL PRECAST LINTEL j ' PRE -CAST CONIC, SILL WEEP SCREED CON RED CELL F Ix2 P.T. FURRING STRIPS 024' O.G. CSEE DETAIL i/UJA2 5/5" THICK, 3 COAT lx2 P.T. F ING STRIPS A lb" O.C. ix2 P.T. FURRING STRIPS 16" O.C. PORTLAND CEMENT SECURE GABLE TO 2x6 P.T. PLASTER APPLIED V2' GYP• WL. BD. PLATE W/ 12d's 8' O.C. MAX -� 8" GMU _� 8' GMU DIRECTLY TO MA50NRY WOOD BASE 1/2" GYP WL B I/2" GYP. WL. $D. SECURE 2x6 PT. PLATE TO BLK W/ ll) + REBAR J'x9' ANCHOR BOLT W/ 2" WASH WOOD BASE Lu Lu WOOD BASE VERTICALLY W/ GONG. SET IN SIMPSON HIGH STRE z QI POURED CELL L EPDXY 't' EMBED. MIN, 0 C a� 4r iA a° CMU II ' Ax. - 4 } `a 0 5/9' THICK, 3 COAT P LAND CEMENT PLA5TE PPLIED A q a a DIRECTLY ASONRY 1-STORY �� .'� 1-STORY +. GABLE BLOCK I -STORY GABLE NOTE= BLOCK WALL �� W VAULT CLG. PER 1 THA 4:12,R150A.1 - LA ROOF SLOPS E TO WALL / LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4"=V-01' SCALE: 3/4"=1'-0 BLOK WALL 5Y5TEM IS REQUIRED. FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT 15 SCALE.-'3 I4"=1'-m" PERMITTED PUT MUST BE PER ASTM D226 TYPE II, ASTM D 45(M3 TYPE IV, OR ASTM D 6-15-1 2x4= 2X/b P.T. SECURED TO BEcum To mom W/ V 2x4m SECURE to BLOCK WN4 IX-4 DIAGONAL BTM. MASONRY w/ I/2'x9" A.i3 w/ CHORD BRACIW4. TAPCCN9 OR DRIVE PIN SECURE TO BLOCK W/ 31s' TAPCONS OR DRIVE PM SEE PLAN FOR (MIN. SHANK SIZE .145 TAFICON5SHANK OR DRIVE PM (MIN. SHANK SIZE J45 2' DIA. WASHERS, 7" MIN. MIN. HEAD SIZE 300 (MIN. SHANK 912E .149 OF LOCATION MIN. HEAD SIZE 300 0" CMU EMBEDMENT WITHIN S" MIN. EMSEPI"ENT I Y4) MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X MUST BE )J' DRYWALL PRE-ENG'D WOOD 8' CMU WITHIN D' OF EAC44 N t NOTE= STRUCTURAL 2X MUST BE WITHIN EMBEDMENT 1 Y4*) < NOTE: STRUCTURAL 2X MUST BE WITHIN 0' OF EACH END R EA. END, 32' O.G. MAX IN ON OUTSIDE t SECURED Ix4 OR R % P.T. NAILER TRUSS (TYP) k' 24' ON OUTSIDE ! SECURED THROUGH CN OUTSIDE E SECURED 19O.G. Max SPACING. FIELD. Y+' DRYWALL 2Xbtm b' O.C. MAX SPACING. THROUGH NON-STRUCTURAL N6 Ix4 ME OR TEN MIN. SECURE THIRD O.C. MAX I'X4' OR PX2' P.T. NAILER MR I_j RUGTURAL ifs' INTO THRGt1GH NON-STRUCTURAL 36,' 2X4� TAPCON MIN. I-Ya' EME%EDMENT FRAME t EXTEND I Y4 INTO BLOCK W/ SECURE TO BLOCK WR-'j(s' 2Xbm SIMPSON ❑ Ix4 P.T. OR s/e'Xd' MM. MIN. BLOCK. EME+EDMENT INTO INTO BL MIN, I-Ya' EMBEDMENT SECURE TO BLOCK INTO BLOCK SECURE THRU FRAME 1 TAIxoNS oR DRIVE PM BLOCK. SECURE TO BLOCK INTO BLOCK UVI-I/4' TAPCONS OR 11 '9{�' TAPCONB OR DRIVE PM CMM. SPANK SIZE .146 WR-34, TAPGONS OR (MIN. SHANK SIZE .10 HETA-16 ❑ EXTEND I-Y4' INTO BLOCK MIN. HEAD SIZE 3" ' GMU DRIVE PIN fDMR SHANK SIZE 145 , MIN. HEAD SIZE 300 O (TYP) VERIFY TAPCONS OR DRIVE (MIN. SHANK SIZE .149 CMU 0 MIN. EMBEDMENT AW PIN MM. EMBEDMENT I Y4') JS' DRYWALL MU MM. HEAD 912E 300 , , W/ TRUSS PLAN WITHIN 0' OF EACH END t MM. HEAD SIZE 300 ' DRYUJALL MM. EMBEDMENT I Ya')'L WITHIN 0' OF EACH END t IS O.G. MAX (MIN. SHANK SIZE .148 1S' O.G. MAX SPACING. I'X4' OR D<2' P.T. NAILER MIN. EMBEDMENT I Y4) T_^4' OR I'X2' P.T. NALi ILER SPACING MIN HEAD SIZE 3fA9 ❑ WITHIN 0' OF EACH END t 'X4' OR 1'X2' P.T. NAILER WITHIN S' OF EACH END 4 2x0� ❑ 10' O.C. MAX SPACING. MIN. EMBEDMENT 1-Y4 IB' O.C. MAX SPAGMCs- WITFIIN O' OF EACH END 4 SECURE TO OILOCK WR- ](�,' O.B.B. X 4' MIN 2XS® 7(e' O.SU3. X 4' MIN DOCK CASING O TAPGGN5 PIN DRIVE PIN 2X8� 18' O.C. MAX SPACING DOOR CASING Bd3CURE TO BLOCK W/I-114' DOOR CASING !MINI. SHATJK SIZE .145 SECURE TO BLOCK WR-�(s' DOOR GAS MG TAPCONS OR PR" PM DOOR CASING DOOR JAMB OR WINDOW MIN HEAD SIZE 300 POOR JAMB OR WINDOW TAPCONS OR DRIVE PM (MIN SHANK 81,7E 145 DOOR JAMB OR WINDOW ATTACH TO 1X PER MANUFACTURES DOOR JAMB OR WINDOW MIN EMBEDMENT I Y4) ATTACH TO 2X PER (MIN. SHANK SIZE .146 POOR JAMB OR WINDOW MIN. HEAD SIZE -400 ATTACH TO 2X PER DETAILS. ATTACH TO 2X PER WITHIN 0' OF EACH END 1 MANU-ACTUF£9 DETAILS. MIN, HEAD SIZE A ATTACH TO 2X PER MIN. EMBEDMENT I Y4) MANUFACTURES DETAILS.( • MANUFACTURES DETAILS. 15' OL. MAX OPAL ING. MIN. EM5M:pMENT I Y4) MANUFACTURES DETAILS. WITHIN 5' OF EACH END 1 •'' NOTE: BRIM A8 NEEDED TO PLUMB NOTE, SHIM AS NEEDED TO PLUMS WITHIN 8' OF EACH END 1 NOTE, SHIM AS NEEDED TO PLUMB 10' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLIJ"IB NOTE, SHIM AS NEEDED TO 1'LLMB JAI'1B (DO NOT EXCEED Y4) JAMB (DO NOT EXCEED Y4') 1_' O.C.. MAX SPACING. JAMB (Do Not ExcerO h') JAMB (DO NOT EXCEED Y4') JAMB (p0 NOT EXCEEDY4) DOOR JAMB TO BIAOK +3/4 OR +5 /4 DOOR JAMB TO BLOCK +1-15 /18" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLACK +3-7/1S- DOOR JAMB TO BLOCK +9/4 OR +6/4 /"l WINDOW TO BLACK +3/4 OR +5 4 WINIbW TO BLACK +i-15 18" E WINDOW TO BLOCK +3" Gv WINDOW TO BLOCK +3-7 18" J WINDOW TO BIAC% +9 4 OR +b 4 4'' ALE: 3/SO-0°� L" SCALE: 3/8'= -0' SCALE: 3/8'.1'-0' SCALE: 3/8'•I'-0' 6GALE:3/8'"I.0 2X4:m SECURE TO BLOCK W/ W6' SECURE TO BLOCK W/ i(e' 2X4+m SECURE SECURE TO BLOCK W/ �(r,' TAPCONS OR DRIVE PIN SECURE TO BLOCK W/Y4 TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PM (MIN. SHANK SIZE .145 TAPCONS OR DRIVE PM LONG. POURED (MIN. SHANK SIZE .146 (MIN SHANK SIZE .Ws MIN HEAD SIZE 300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD 912E 300 MR EMBEDMENT IY4') WITHIN MIN HEAP SIZE 300 LINTEL COURSE MIN EMBEDMENT I Al)WITHIN 6' OF EACH END t Is, O.G. MIN. EMBEDMENT I Y4) MI . EACH END 1 l) O.C. MIN. EMBEDMENT I Yi) WITHIN MAX SPACING. NOTE' STRUCTURAL 2X MUST WITHIN 8' OF EACH END i NOTE: STRUCTURAL 2X MUST MAX SPACING. S' OF EACH END 1 15' O.C. NOTE, STRUCTURAL 2X MUST 2xb� BE ON OUTSIDE t SECURED IB' O,C. MAX SPACING. BE ON OUTSIDE 4 SECURED MAX SPACING, BE ON OUTSIDE t SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL 2XSA THROUGH NON-STRUCTURAL 2X8:® 2Xbma THROUGH NON-STRUCTURAL %(n' TAPCON MIN 1-Y4 SECURE TO BLOCK W/I-V4' %' TAPCON MIN. I-Y1 SECURE TO BLOCK WR-% SECURE TO B4OGK WR-w WR DRIVE TAPCONS, OR EMBEDMENT INTO BLOCK EMBEDMENT INTO BLOCK •9 RING SHANK TT NAILS E 4" O.C. TAPCON9 OR DRIVE PM TAPGONS OR DRIVE PIN %' TAPCON MIN. I-Y4 DRIVE PIN TAPCONB OR DRIVE PIN TOP H eattoM EDGES (MAN SHANK SIZE .145 (MIN SHANK OIZE .145 EMBEDMENT INTO BLOCK (MIN. SHANK SIZE 145 (MIN. SHANK SIZE .145 IX4 SYP LATERAL MIN. HEAD SIZE 300 MIN HEAD _IZE 300 MIN. HEAD SIZE 300 e, CMU MIN. HEAD SIZE 300 RE-INFORCING 3b," O.G. MIN. EMBEDMENT I Y4) MIN EMBEDMENT I Y4) WITHIN , MIN. EMBEDMENT I Y4) MIN EMBEDMENT I Y49 0' CMU 8' CMU 8' OF EACH END 0 CMU WITHIN S' OF EACH END /_ �k PRYWA` L WITHIN 8' OF EACH END : MAX '® TRUSS BTM. WITHIN 6' OF EACH END t 4 10' O.G. , I'X4' OR I X2' PT. NAILER ' DRYWALL 18' O.G. MAX SPACING. MAX $PAC NO, Y)' D `f'YWAI"L , 1 18 O.C. MAX SPACING. 18' O.G. MAX _PACING. ❑ PX4' OR I'x2' P.T. NAILER - CHORD, SECURE W/(9) 1171d 15' DRYWALL El 1"X4' OR 14(2 P.T. NAILER 2X0mn 2ND 2X SECURE To 2x0md NAILS ®EA TRUSS 2X5,® ❑ I M4' OR I*X2' P.T. NAILER 2X5m OOR CASING SECURE TO BLOCK STRUCTURAL MEMISER SECURE TO BLOCK W -I/4' P.T. X 4' MIN SECURE TO BLOCK W/2-TJ(6 OCR CASING SECURE TO 8L0(-K W!1- WR-3(y' TAPCON6 OR UUf2A2d WITHIN 8' OF EACH TAPCOIdg OR DRIVE PM GASMU Gi-LORD TAPCONS OR DRIVE PM DRIVE PIN (MIN. SHANK SIZE .145 7AF'CONS OR DRIVE PM END t b' TO S. O.G. MAX GABLE END BRACING (MINI. SHANK 912E .145 (MIN. SHANK SIZE .145 e4-AW, SIZE J45 MR OR ' MM. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MM. EMABEDMENI YeD SIZE m) DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4l WITHIN ttAGH TO 2X PER MIN. EMBEDMENT I Y4) WITHIN ttACHH TO 2x PER MIN EMBEDMENT 1 Y4) ATTACH TO 2X PER WITHIN 8' OF EACH END t ATTACH TO 2X PER _1 �- H - - u e' OF EACH END t 19' O.C. MANUFACTURES DETAILS. e' OF EACH END 4 IS' oC. MANUFACTURES DETAILS. WITHIN 8' OF EACH END t MANUFACTURES DETAILS. 16' O.C. MAX SP,ACING, ANUFACTURES DETAILS. JCALE. 1/2 - 1 MAX SPACING. 4 MAX _PAGING. E= 3"Htl'I AS NEEDED t0 PLUMB NOTE, SHIM AS NEEDED TO 1'LlMB 10' Q.G. MAX SPACING. NOTE: SHIM AS DEEDED TO PLUh115 NOTE: SHIM AS NEEDED TO PLUMB Z JAMB (DO NOT EXCEED Y49 JAMB (DO NOT EXCEED Y4) JAMB (DO NOT EXCEED J4') JAMB (DO NOT EXCEED Y4) DOOR JAMUB TO BLOCK +1-1/2" DOOR JAMB TO BLACK +2 1/4" DOOR JAMB TO BLACK +3" DOOR JAMB TO BLACK +113/4" a U B WINDOW TO BLOCK +1-1/2" D WINDOW BLOCK +2 1 �. 0 BLOCK +3' H WINDOW TO BLOCK +3 3 4" SCALE, 3/8'•1'-0' SCALE: 3/B'.I'-0' SCALE: 3/8'=I'-0' _KALE, lu FASTENER SCHEDULE NAIL REQUIREMENTS TOP CORD BLOCKING: AT 4' D z ROOF DIAF'HFKAclm USE 1/I6' 0.6.5. OR 112' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND "8 RING SHANK GUN NAILS AT 6" D.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. SIZEI HEAD I LENGTH 10IA TENSILE STP_ O.C. MAX. IN FIRST 2 FKAMINCs u :TYP. EXT. SHEATHING E TA STRUCTURAL SPACES AT EACH END. p FOR SHEAR :UPLIFT CO.SB. TO BE STRUCTURAL RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE ® IV OPENINGS 6 — E .0 � "8 2' DECK SCREWS b'-8' D.C. MAX m EDGES t 12' O.C. a Z, W T ad ROUNpJ^TODIFIEp OR T 1 �/8' .113 IT0JD00 10d ROUNpJ IODIFIEp 2 1/8' 128 I10JU00 .v..-,e ni lv n+iJ�Li� rn r Aar a eA,�n CP AMC I14C N1i /.I IIJ Aldll 4 !D d' nr O T ROOF SHEATHING—� \ NOT REQUIRED EXCEPT tt ® W MAX IN FIELD. UNTHREADED «8 RIN'n AI.UGNIC AI N MAII A A R C N I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 W w U w 0 yF A A 2 svDniv. aIe i.HOT: CREEKSIDE LOT #130 PROJECT# 04321.000 MODEL• 4EJB "2807-ELLE" GARAGE SWING: RIGHT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. G ARCHITECT: STATE OF .LORIDA EXTERIOR SHEATHING WITH *8 RING SHANK GUN NAILS AT b' NOTE: NAILS TO BE MIFG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION ° 'SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR ' 0 6" O.t`. IN FIELD DA USE 1/2, CDX OR T/16, OSB PLY D O. AT PANEL SIDES AND 8 RING SHANK GUN NAILS 4' O.C. TOP t .0 I. 0.113 INCH NOMINAL SHANK DIAMETER SHEATHING Sc BOTTOM PANEL AND *8 RING SHANK GUN NAILS AT b' O.C. AT 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER �pP 9H INTERMEDIATE SUPPORTS OR'1/16' ZIP SHEATHING SYSTEM 3. 16 TO 20 RINGS PER INCH �3 Rocr- 5�4EATI4ING LAYOUT (INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 0.280 INCH FULL ROUND HEAD DIAMETER NOT&R_jWhp � $ {F �J �i UF. SPECS.) ACCEPTABLE FASTENER FROM ANY MANUFACTURER. 5. 2 INCH NAIL LENGTH AND ENDWALL 5RACING J� TYP. 3/4' TiG SUB -FLOOR DECKING GLUED TO "'. EX7. 5HEATHMG ATTACHMENT FOR ROOF `.>;'= -ROOF DESIGN PRESSURE BASED ON WORST CASE 6 BUILDING LENGTH EO1`R CA5LE END �RAI I INCH ALL EXPOSED MEMBERS 'HIArA (O.S.B. TO DE STRI.ICTURAL GRADE) SCENARIO FOR ZONE 3 '08/04/17 1/4" V-0" copy, A R C H IT EC T 5 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN RR905.1.1 ON 16° 05B TRUSSES AT FIRST (5) FIB GLASS SHINGLES OVER PROVIDE EAVE SHEATHING N i " GDx 5AY`5 4'-0" O.C. (AT 030 FELT PAPER (OR BAFFLE OVER THE P PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAMS) APP VED EQUIVALENT) ON OF INSULATION F PER FASTENER EMBED. 5TRAP 030 FELT PAPER INSTALLED ° O.S.B. EATHING OR °GDX CLEAR VENTILA N SCHEDULE VERIFY W/ TRU55 PER FBCR RR305.1.1 ON J' PLY OD SECURED PER PER FBEC R4 .3 PRE-ENG WD. TRUSS PLAN 0.5:B. SHEATHING OR �" CDX F TENER SCHEDULE 24' O.C. MAX. PLYWOOD SECURED PER 0.PRE-ENG TRUSS FASTENER SCHEDULE MtL. DRIP EDGE 5E= ENERGY CODE FORMS MTL. DRIP EDGE TYP• �pRE-ENG WD. TRUSS L. DRIP EDGE SEE ENERG ODE FORMS Fpip INSULATION R-VALUES a•H• FOR IN5UL ON R-VALUES. WOOD SHEATHING 2X4 OR 2X6 FASCIA 5/S' GYPSUM BOARD OR I/2" 2X4 OR 2X6 FASCIA 24 O.G. MAX. 2x4 OR 6 SUS -BAND wREs LAYER "I PER ELEVATIONS PER ELEVATIONS PE LEVATIONS GYPSU OARD OR HIGH STRENGTH CLG. BOARD Co lT. 2x4 RAT RUN SECURED HIGH ST NGTH CLG. FriStucco WRAP ne aLsr= TOP PLATE ��nlTl=n Al 11M AnFFIT W/ (2) 12d's a EACH TRUSS VENTED UM. SOFFIT BOAR rr_��BuiLDING PAPER 1F1eER VENTED ALUM. SOFFIT I'-�' SEE ENE�xY CODE FORTIS FVK TYP. WINDOW HEADER SIZE VARIES 1/2" COX OR IAA 055 INSULATION R-YALUES e METAL LA O.H. PER WINDOW OPENING SEE SECURE TO WALL PER 00 UPLIFT SIM N FASTEN TO WOOD STRUCTURAL HEADER SPAN CHART FOR FASTENER SCHEDULE 5/S' GYPSUM BOARD OR NNECTOR SP EA. MEMBER . 1' O.C. MAX 1/2" CDX OR 1/16° 05B DETAILS 1/2' HIGH STRENGTH CLG. 2 STUD --1/8' TEXTURED SECURE TO WALL PER ON SHEET D2 BOARD 2 5YP 2 WINDOW ATTACHMENT AS PER OR �/16' ZIP D TOP FINISH .WOOD FASTENER SCHEDULE MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUBLE TOP PLATE FRAME TYPE CONTROL JOINT ON SHEET D2 WINDOW HEADER SIZE VARIES PL °'' FRAME TO EILOCK OR I/16" ZIP WINDOW SILL (INSTALLED PER PER WINDOW OPENING SEE CONNECTION SEE DI=TAIL SHEATHING SYSTEM MANUF. 5PEc5.) 15ro1 (INSTALLED PER 2xla SCUDS 16' O.G. MAX WJ HEADER SPAN CHART FOR ZIP 5 THING DRY WALL e' METAL LATH STRIP MANUF. SD PER IN5UL., 5EE ENERGY CODE DETAILS 5Y5TE INSTALLED 6' WIDE STRIP SELF FORMS FOR INSULATION WINDOW ATTACHMENT A5 PER PER MA SPECS.) PIA ANCHOR BOLT ADHESIVE FLASHING, CLEAN R-VALUES MANUFACTURES SPECIFICATIONS " " MASONRY BEFORE APPLYING 7/8 THICK, 3 COAT I/S" THICK, 3 COAT AT Vo O.C. MAX WITH rt CEMENT PLASTER WINDOW SILL OR EMBEDMENT AND 2" TEXTURED a" T : G SUBFLOOR GLUED AND CEMENT PLASTER WALL FINISH .MASONRY APPLIED TO METAL SCREWED AS PER FASTENER APPLIED TO METAL 2x(o STUDS G 16" O.G. MAX WJ SHEATHING DIA. WASHER a' CMU LATH OVER 2 LAYERS 5CHEDULE ON SHEET 02 LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE OF GRADE '0' OF GRADE "D' FORMS FOR INSULATION 2x8 5YP *2 ON PI BUILDING PAPER OR BUILDING PAPER OR R-VALUES WOOD STUDS 14. X PAPER BACKED LATH PAPER BACKED LATH J' T 4 G SLIBFLOOR GLUED AND AT 12" O.G. MAX U VERTICAL CONTROL L OVER AN APPROVED OVER AN APPROVED SCREWED AS PER FASTENER BETWEENIC AL C O N DISSIMILAR HOUSE WRAP HOUSE WRAP SCHEDULE ON SHEET D2 ' 2x8 P.T. 5YP *2 i 0 SOLE PLATE (U COURSE TIE -BEAM 05 MATERIALS POURED SOLID WITH SCALE: N.T.S. lu DETAIL 7BNJA2 PRE-ENG FLOOR TRU55 Z •e CONCRETE. CI) (INSTALL PER MFG. 5PEC5.) z REBAR HORIZONTALLY CON(. FILLED LINTEL ' GYPSUM BOARD OR J' HIGH ! -A 114-0 WEEP SCREE 3/4° T G SUBFLOOR GLUED STRENGTH CLG. BOARD DETAIL '1B/LUA2 \ �, • I PRECAST LINTEL AND SCREWED AS PER SLK. WJ (1) 1'S REBAR ASTM 92e)-C 4 63 G FASTENER SCHEDULE ON CONTINUOUS PRE-ENG FLOOR TRUSS °' 1X2 NAILER/DRAFT STOP Z Ua (SEE D I 2 ) I I WINDOW ATTACHMENT AS SHEET D2 (INSTALL PER MFG. SPECS.) (L � PER MANUFACTURES g' GYPSUM BOARD OR Z SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. HIGH STRENGTH CLG. BOARD UJ U 5EE ENERGY CODE FORMS .1 OC CMU) W/ (5) 12d NAILS a EACH FOR INSULATION R-VALUES 1X2 NAILER/DRAFT STOP Ua O TRUSS PRECAST LINTEL RE5APRECAST SILL CONC. FILLED LINTEL BLK WO.C. M / Lu A 1(. I I PRE-ENG FLOOR TRUSS (1) S REBAR CONTINUOUS V CONCR I (INSTALL PER MFG. SPECS.) WINDOW ATTACHMENT AS PER Z POUR CELL, 2 P.T. FURRING STRIPS 5/8' THICK, 3 COAT MANUFACTURES SPECIFICATIONS p� -CAST CONCRETE SILL SEE ENERGY GORE FORMS VERI PER 1(a" O.C. CONC. FILLED LINTEL BLK W/ FOR INSULATION R-VALUES � — PORTLAND CEMENT 11_ PLA (1) 05 REBAR CONTINUOUS PLASTER APPLIED PRECAST LINTEL (2, La S MU DIRECTLY TO (1) M5 REBAR VERTICALLY WINDOW ATTACHMENT AS PER :5 ZO R_41 1/2, YP. WL. BD. RIBBON MASONRY W/ GONG. POURED CELL MANUFACTURES 6PECIFICATION5 0 5/V THICK, 3 COAT U 5ULATION (1) 04 ONTINUOUS REBAR FASTENING DETAIL Ix2 P.T. FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL STRIPS g 24" O.C. PLASTER APPLIED WOOD SE SCALE: 3/4'=1'-m" 8" CMU DIRECTLY TO (1) 05 REBAR VERTICALLY D m Z 04 REB 48' LONG 1/2 GYP. WL. BD, MASONRY W/ CON(. POURED CELL Q T 1L Q W/(o HO -a 24 O.G., w WOOD BASE Ix2 P-T. FURRING e Q Z MIN. 24' IN AB d STRIPS e 24" O.G. I 2 -O (MIN_ R TRH �7 FIN. FLR. cU IN SLAB) CONNECTOR G ARITYY (SEE a"CMU 1/2, GYP. WL. BD. 0 I SHOP DIUGSJ WOOD BASE �= 'T MWALL To BE 0'-0" Z ° _M1 . 3 COURSES FIN. FL-R.ALL I , a <' 3 1/2' GONG (, R F. W/°x" WIAXW1.40 WWI'l 6-MIL EXTERIOR WALL SECTION T I V N -� O SHEATHING (BEE FASTEN EACH STUD — � �� '. POLY ETHYLENE FOR Nores� 70 DBL. TOP PLATE 'S WALL TO BE W® (� D _ RETARDER ON W/ USP SPT24 NAIL 2—STORY " C„_., 2—STORY '_,Mt . 3 COURSES WOOD _ WELL -COMPACTED GLEAN PER MANUF. SPECS. WALL as' FRAME TO �° �� �" �' FILL TERMITE TREATMENT WALL LOCK WALL m z' �,� SHALL BE BORA-CARE SECTION AT TOP 1 SECTION SECTION(3) #5 REBAR CONTINUOUS � OF EXTERIOR WALL SCALE: 3/4"=V-0° SCALE: 3/4"=1'-m' Fy' "—•'' ON CHAIRS SCALE: NTS FIBERGLASS 5HINGLE5 PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES EXTERIOR WALL STUDS 4--, PLACE STRAPS SPACED OVER 030 FELT PAPER AND FASTENED AS OVER "30 FELT PAPER PRE GABLE TRUSS NOTE: WALL SHEATHING SHOWN WITH ONE INSTALLED PER FBCR INSTALLED PER FBCR 5FP STIFFBACK (5EE SEALD TRUSS DIAGONAL BRACE Q ADDITIONAL STRAP AT 5FF STIFFBACK (SEE SEALD TRUSS RR305.1.1 ON a" O.S.B. ENG. PACK FOR 51ZE d CONNECTION) CENTER OF TRUSS FASTEN STUDS To BLOCK WALL EACH WINDOW KING STUD RR305.1.1 ON �' O.S.B. ENG. PACK FOR SIZE t CONNECTION) SHEATHING OR' COX 2x4 SPF BLOCKING BETWEEN SHEATHING OR #" COX SPAN OR HIGHEST WITH USP MSTASHOWN.4S STRAP WITH PLYWOOD SECURED PLYWOOD SECURED 2x4 5 E BLOCKING FIRS G BETWEEN FASTENERS AS A. END INSTALL TRUSSES AT FIRST (5) BAY5 4'-0' PER FASTENER TRUSSES AT FIRST (5) BAYS 4'-0" RIDGE. DIAGONAL STRAP * EA END tuxo) : MIN STUD DO COMMON NAILS PER FASTENER O.C. (AT SHEATHING SEAMS) BRACE TO BE ANY SPACE STRAPS AS FOLLOWS: INTO STUD (0.148 DIA X I I/2' SCHEDULE O.C. (AT SHEATHING SEAMS) -1'10 MPH 'G'" 32, O.C. LONG) SCHEDULE SPAN 15 -0 OR -n0 MPH B': 3r O.C. NOTE : MtL. DRIP EDGE GREATER. REFER TO -160 MPH 'G': 32' O.G. STRAPS INSTALLED DIAGONAL BRACE TRUSS ENG. FOR -15ID MF'N 'B': 4V O.G. OVER WALL SHEATHING MTL. DRIP EDGE 2X4 OR 2X6 FASCIA -140 MPH'C' 4a' Os. PRE-ENG WD. TRUSS 24' CENTER OF TRUSS SPAN OR PRE-ENG 11 T 'USS 24' ADDITIONAL TOP of STUD WALL _ PER ELEVATIONS HIGHEST RIDGE- DIAGONAL O.C. MAX. HORIZONTAL TRUSS SOLE PLATE 2X4 OR 2X6 FASCIA O.G. MAX. BRACE TO BE 'a ANY SPAN SECURED W/ (3) 12d NAILS y. HOLES W/ 10d NAILS INTO PER ELEVATIONS REINFORCEMENT. FILL ALL RENAMING STRAP 15'-0' OR GREATER. REFER SEE FASTENER SECURE TO ' ' WOOD BACKING SECURED W/ C3) 12d SECURE TO TO TRU55 ENG. FOR 0 -0 TO 30 -0 (U NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE I/2' COX OR �/16' OSB l2) 12d D2 FOR SHEATHING (2) 12d - To NOT PLACE SCREW IN TRUSS REINFORCEMENT. 30'-I" TO 60'-0' (3) TOP OF T� GM�gLNOGKRWALL ST O TOP SECURE TO WALL PER NAILS FASTENER PATTERN NAILS m -BRACE 11) X-BRACE MA30NR7 WALL FASTENER SCHEDULE 0'-Om TO 30 -0 (1) 1/2 COX OR 7/16 05B CENTER AND (2) Q CONNECT BOTTOM OF X-BRACE SECURE TO WALL PER BRACE DIVIDED STRAP TO CMU HLOCK WALL ON SHEET D2 30'-1" TO 60-0" (3) FASTENER SCHEDULE EQUALY FROM CENTER w/ (v 3/I6' DIA. x 1-1/4' OR "1/16" ZIP SHEATHING CMU LONG TAPCON MASONRY SYSTEM (INSTALLED PERis!SX-BRACE (I) X-BRACE ON SHEET DZ 70 END m CENTER AND (2) OR �JI6' ZIP SHEATHING v BLOGk WALL CR SEWS MANUF, 5PECS.) Emmm. RACE DIVIDED SYSTEM (INSTALLED PER CONT. 2x4 5PF RAT RUN SECURED WJ 2—STORY WEEP SCREED, SEE CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER MANUF. SPECS.) (2) 12d's m EACH TRUSS DETAIL 115, SHEET WA2 (2) 12d's a EACH TRU55 TO END 2X4 WJ 3/S" X 5 LAG GABLE END 2X6F.T. SECURE WJ (2) 2x4 *2S.YP. DIAGONAL BRACE WJ 032' O.C. MAX. OR (2) 2x4 "2 S.Y.P. DIAGONAL BRACE W/ 1/2T. S ANCHOR (3) 12d's EACH TRUSS DIAGONAL GABLE SIMPSON MSTA-24 m (3) 12d's ID EACH TRUSS DIAGONAL CROSS EXTERIOR STUD WALL CONNECTION 32" O.G. MAX. x-BRACING TO COVER 5-TRUSSES TO FIRST FLOOR MASONRY WALL BOLT 32 O.G. MAX. X-BRACING TO COVER 5-TRUSSES X— BRACING " BRACING DBL TOP PLATE 5/8 GYPSUM BOARD OR I/2 HIGH "- , e3 SCALE: Nf'S NAIL GABLE TO 2X6 — 5/51 GYPSUM BOARD OR 1/2' HIGH SCALE: 3/4 -1 -0 W/ 12d NAILS 6" O.C. STRENGTH CLG. BOARD SCALE: 3/4 = I -O 2X STUD 16' O.C. MAX. STRENGTH CLG. BOARD MAX. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 W w U W Er F A 2 rep 0 CREEKSIDE LOT #130 PROJECT# 04321.000 MODEL.• 4EJB "2807-ELLS" GARAGE SWING: RIGHT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA 7 SCA, :1/4"=f-0" f FIRM *NOTE.- NAIL 5HEATHING TO ALL 2X A5 PER EXT. 5HEATHINCx NAILING, 06 4" O.C. M,4>< EDGE5 4 (c>"-8' D.C. MAX IN THE FIELD x RIDGE ONE 81ZE LARGER SECURE 2x6 MIN. TO BLK W/ (2) 'X8' A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SIZE W/ 2'XVX4 WASHER AND NUT SPACED EVENLY FROM FLOOR TO (3) 12d NAILS OR A GARAGE DOOR H IN JOINTS PRIOR TO FILLNG M d GUN NAILS DBL. TO TE © 2x4 COLLAR TIE AT E HER DBL\TOATE 2X4 16' O.G. R2X4 SECURE 2X4 T ° (7 MIN. (3J 12d NAILS WOOD W/2-12d 0 6'-a" MIN. (4) Imd GUN NAILS t O.G. STAGGERED 2x RAFTERS o SECURE 2X4 W/ 2-I/4' SECURE 2X4 W/ 2-3,{m TAPCONS OR DRIVE PIN Ix8 NAILER SECURE TO TRUSSES TAPGONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. po po 3?p BELOW W/ (MIN. SHANK SIZE .145 MIN. HEAD SIZE .30O MIN. SECURE 2x4 ON (2) 12d NAILS OR HEAD SIZE 300 MIN. EMBEDMENT I Y4' WAN 8' FLAT TO ELK EMBEDMENT I Ya' WIN EA. END NOT TO EXCEED (3) Imd GUN NAILS EA TRUSS EA END NOT TO EXGE wA�' W/ CUT NAILS. BT. PLAT IS" O.G. MAX SIDES: 18' Ax 2X6 GARAGE POOR BUCK W/ (5) RAFTER TO TRUSS MT5-12 T. PLATE O Yi'XS' A -BOLTS 4" EMBEDMENT MIN. CREATE VOID FOR STRAP 2X4 SOLID B CKI W/ 2"X2'Xye WASHER AND NUT PENETRATION SECURE SW ATHIN /2' COX SPACED EVENLY FROM FLOOR TO ROOF DECKIN 2 BLOC tit' GDx WITH N. 2-I BL GARAGE POOR HPR. IN JOINTS PRE- ES SE T SHE E PRIOR TO FILLING. I-2X6 PT BLOCK a CENTER OF ENG. TRUSS WITH M 2-126 BLK. DOOR HEADER Wffl) �'X8" J-BOLTS A END EXTERIOR ARCHWA EXTERIOR ARCHWAY o 4" EMBEDMENT W/ 2'X2'XYD' WASHER ® 4 CONY. FRAMED ROOF TA-24 RAFTER TO BLK'G 1 WITH WINDOW SCALE: 1 2'■I'-m' AND NUT. BETWEEN TRUSSES SCALE: I7'=1'-m' SCALE: 1/2"• 1'-0' * LIFT SECURED TO 11 GAB © D 2X TO 6 WHERE MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE ENT SUCH INSTRUCTIONS ARE MORE STRINGENT EA, UPRIGHT GARAGE DOOR (BUCK ATTACHMENT A) ��" ��':P a Sr" i'■� `y � �� ��• , SCALE: 1/2'ml'-O' BLOCKING GABLE TRU55 2x4 BLOCKING EA. RAFTER =19110 30 EA- � RAFTER 1���I�I �.` ,,\=.='�•,-•�r-�.;�� �../Irk`+`�2x4 VERHANG •RAFTER ARE-ENG TRUSSES W/ TRUSS II 15 UP ONNECTOR VERIFY W/ 51MPSOM HTSM20 AMING PLAN W/10 10d TO TRUSS OUBLE TOP PLATE AND (4) 1/4' x 2 1/4' TAPGON5TO CONT RIPPLE STUDS ® 16' O.G. POURED LINTEL AX • m UPLIFT IMPSON LSTA-12 ® EA. JACK (22)) HTSM20 TUD, BOTH SIDE$ OF INSTAALLED ON OPPOSITE LLEDM PENING. FACES OF BLOCK WALL x STUDS e 16' OC. MAX W/ W/Im 10d TO TRUSS ATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4' ITHIN J' OF WINDOW/ DOOR TAPGON8 TO CONT PENING AND SECURE PER POURED LINTEL AILING SCHEDULE KING STUDS (SEE HEADER I PAN CHART FOR DETAILS i� PRE -ENG TRUSS ND SPECIFICATION) JACKS (SEE HEADER SPAN CONTINUOUS CHART FOR DETAILS AND A BOND BEAM SPECIFICATION) JACK STUD A65EM51-Y TO BE SECURED ONE PLY W A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END k NO MORE THAN 12' O.G. STAGGERED 2X4 DBL. 61=4032' O.G. MAX 2X4 DBL. 2X4 TOP PLATE— 2' CLG. BOARD 1/2'xV A.B. MIN. I' TAP CONS TOP PLATE T P k BOTT TOP PL ° 5EGUR£ TO MING EMBEDMIENMT 8" FROM EACH 7 I APART VER AV 4 11 wINDO 5T ° TYP. INTERIOR PRE-FAB DOOR OPENING WD FR 8P4 OR H9 TOPAND PRE-FAB PRE 2' CLG. BOARD TRUSS P AS D G 11 BOTTOM PLATES ® EA. FULL TRUSS ANCHOR TRUSS 12' BOARD TR T S LENGTH STUD, BOTH SIDES SCALE: I!2 •I -m' 1 2' CLG. BOARD COAT. M (j I ° d I OF OPENING. 12 RETROFIT N.T.s. 1/2' 1) ALL TRACKS, k U 2X4 WOOD BOTTOM S LINE OF BLAB STUDS 'vI6' - D.G., U.O.N. I/2, DRYWALL ° 2X4 WOO 2' DRYWALL I 5E E Zx T LOCK U)/ (2) 2X4 CONT. T. 15 REBAR VERT. IN CORNER BEAD STUD$ �16' " TAPGONS DRIVE PIN 50LID GROUTED CELL STRESS CHANNEL 5HAP 6EALANTk OC., U.D.N. LOCKNG 2x4 WOOD SHANK 51ZE ) BLOGKIWs STUDS 24' O BACKER ROD MID -WALL SECURE BT. PLATE STUDS W24 � IN EM$ED. I)q") 5/a' THICK 3 COAT , MID -WALL LAYER /2 0 CEMENT PLASTER 8 CMU SEE TO SLAB W/ Imd O.G. STRUCTURAL FOR SECURE BT. I1.2 . TY P M WITHIN 8' OF EACH AND APPLIED RcINFORGEMENt PLATE 70 SLAB In' DRYWALL I - f ," MASONRY NAIL w Wx4RP 16, O.G. MAX SPACING. DIRECTLY TO W/ loci MA80NIZY Et T 32 O.G. MAX MASONRY 2x6 P.T. ID ATT D TO EA NAIL 32' O.G. 2x4 PT. 5ID � 12, O.G. CELL S PER ATTACHED TO FILL MAX SEE FOUND PLATE CMU WA b PRODUCT CONC. SLAB FOR DETA CONC. SLAB GONG. SLAB SPPRovAL REQ. . <' d a f_ FROM MIAMI-DADE ..d :.° : ° y .4. ° __ d :� s COUNTY a _ - ° WEATHER STRIP u c. ONO. SLAB I. d ' 4 - a - - ° - MOULDING ALL ° c ° H SEE FOUNDATION 0 ° " ' 4 I ° FOR DETAILS SP4a O.G. MAX ST FLOOR - ° - °' . ° ° - _ °. - ° a ._ 4� a4 � a. DOOR DMAN FJ GALv. STEEL 1ST FLOOR 1ST FLOOR 1ST FLOOR TYP.INT. WALL Q ' n ' TRACK BRACKETS �.� � -- - � � -�,� � � FASTENED TO INT. BEARING WALL INT. BEARING W TYP. INT. WALL METAL STUDS a JA MB AMB w/ GALu. STEEL 8 (NO UPLIFT) 8 (W/ UPLIFT) 8I� (NON—BRG3OVERHEAD DOOR WOOD .) NON—BRG. SCREWS BY VERTICAL TRACK rMR H1'OTHER$ SC ARCH WINDOW FRAME B SCALE: 1/2' = I'-o' SO AL E: 1/2' = I'-m' SCALE: I/2' =1' -o" SCALE: 1/2' = I'-m' � SLIDE FASTENED t0 ROOM 5CAL3E: 3/4" = l l - TRACK BRACKETS w/ 1/4'-20Xl/2' 13 GARAGE DOOR JAMBS CARRIAGE BOLTS SCALE: I/2'=1'-m" AND LOCK NUTS. TRUSS TO WOOD FRAMING SIMPSON MT5-12 PRE -ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ PRE-ENG TRU55 PRE-ENG.TRU56 FRAMING PLAN OR DOUBLE TOP PLATE DOUBLE TOP PLATE RE-ENG TRURAFT55E RAFTERS 2x CONTNNOUS STRESS DBL. 2X TOP PLATE Y V. FRAMED RAFTERS 8P4m32' O.C. MAX BLOCKING MID WALL T/I6' O,S,B, CRIPPLE 8tUp8 m I6" O.C. 2x STUDS w 16' O.G. MAX, OR 1/16' ZIP SHEATHING Ji a MAX PRE -EN ERED U.ON. SYSTEM (INSTALLED PER HEADER SIZE PER 6IMP60N L6TA-12 a EA. JACK $6 MANF. SPII SPAN CHART, STUD, BOTH 51DE5 OF " T k G SUBFLOOR GLUED 2X BLOCKING S OPENING. MTS-12 AND SCREWED AS PER TOP OF FASTNER SCHEPUI-E 1/2, CDX 2x STUDS s 16' O.G. MAX Wf 15T FLOOR STUDS TO SHEATHING. SHEATHING TO BE 2ND FLOOR STUDS 2X STUDS 16' O.C. MAX. w DOOR! WITHIN' OF WINDDW/ DOOR SIMPSON MSTA-36 ® 32' 2X BTMI. PLATE WINDOW OPENING AND SECURE PER 2X4 D s G O PLATE O.G. MAX 3/4' FLOOR DECKING ;� OPENINNAILING SCHEDULE KING STUDS (SEE HEADER 1­157A-36 32, O.G. SPAN CHART FOR DETAILS MAX PRE- ENGINEERED AND SPECIFICATION) FLOOR GIRDER X4 STUDS Ib' O.C. PRE-ENG FLOOR `` JACKS (SEE HEADER SPAN O's A41ItNG OR �T DOUBLE TOP PLATE PRE- ENGINEERED CHART FOR DETAILS AND DX FAALYW . ATTACHE PL FLOOR TRUSS TF I IFSPEGIFIGATIONJ PER FAST ER SGHED 7116' OS$. 2x CONTINOUS STfCRESS ON SHEE 2 MT -12 BLOCKING MID WALL JACK STUD A88EM5LY TO BE OR 1/16' ZIP SHEATH Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK, 8£CURED ONE PLY a A TIME. SYSTEM (INSTALLS R TEXT. FINISH 2x 57UD6 a 16' O.G. MAX, Wi 1/4' GAP FROM BLK. TO 0.515. USE 12d NAILS, TWO WITHIN (p" MANF. SPECS.) U.O.N. FROM EACH END k NO MORE 1/2, GYP. WL. BD. O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT THAN 12' O.G. STAGGERED 2x4 BLOGKI NDER PERIMETER OF 0.5.5. TO PROVIDE CONT. NAIL PATTERN WALL 5T SCURE ETA-16 SECURE BT. PLATE TO SP4 OR H5 * TOP AND BETWEEN TRU BAYS W/ RE ENGINE D SLAB W/ 'x9' ANCHOR 3 REMAINING AREA TO BE SHEATHED FROM DBL TOP BOTTOM PLATES s EA. FULL (3) 12 ACH END MU WALL 8P4+k32' O.G. MAX O BOLT W/ 2" WASHER SET IN PLATE TO HORIZONTAL BLOCKING. LENGTH STUD, BOTH SIDES 2x DOU TOP PLATE 15IMPSON HIGH STRENGTH OF OPENING. EPDXY T' EMBED. MIN. ® SHEATHING e TOP OF WOOD FRAMED WALL TO BE DS a 16, O.G. ° STAGGERED MIN, OF 16' FROM SHEET BELOW SHEATHING TO LAP TO • • • < SIMPSON 51=4 e 507TGV I OF PRE-ENG'D 12 g EVER STUD 32' O.G. MAX Q INSTALL ALL SHEETS W/FAGE GRAIN PARALLEL TRU55 BELOW.. SHEATHING TO STUDS MUST NOT BREAK 1'-4 MIN. 2X4 BT. PLATE INT. 2—STORY L.B.jN. FROM 2ND FLR. LINE. EE WALL DETAIL @ ENTR EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 16 BCALE:3/4'=1'-m' $CALE:12'=r-m' 4 S.CALE:1/2'=l'-m' 14 DOOR OPENING WD FRAMED 15 ATTACHMENT SCALE: I i2"= i'-m' SCALE: I/2 I'-m' CONTROL DATE: 07/01/15 ICI I 1 I�■I��I ■It I�I■ , /�$0,01 00 N �I/{/!e MEN? A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i h W 04 W U W O U W A 2 BVBDIV. ee LOT: CREEKSIDE LOT #'130 PROJECT# 04321.000 MODET • 4EJB "2807-ELLE" GARAGE SWING: RIGHT PAGE: misc. DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA DAT 0$/04/17 SC 1/4"=1'-0" A C rig Permit # Owners Dame Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number 1/41' concrete screw F" edge distance @ heads. 4" edge Swing doer {+36 Ail } / �- } +67 { } / {-67} Therma-Tru Smooth Star FL7Q�i61.17 N/A distance @jamb, 4" each side of transom centerline to bucking. Fastener spacing Ck 15"° o/c max, head and jamb. Min. embedment of all anchors to be 1 1,l4" Type Z: 3/16" or 1/4" ELCO Ultracon anchor 6" max,. from corners, 113/4" o/c at jamb, 16" @ head. 1 114`° embedment, Type It: 3/161" or 1%4" ITW concrete tapcon anchor. 6" max. iF# Window (+38) / (-4$) (+Sq) J {-SA} Ply Gem Ply Gem isQa FL]6].03.7.-R9 Non Impact from carnets, 71/4" o/c at jamb, la 7./4" @ head. l 1/4" embedment. Two additional tapeons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3j16` or 1./4" ELCQ Ultracon anchor 6" max... from corners, 14" o/c at jamb, IQ" @ head. 1 1.J4" embedment. Type It: 3/161'" or 1f4" ITW concrete tapcon anchor. 6" max. Window (Integral (+3$) / (o48) {�aSU} J (-5 s} Ply Gem Ply Gem 5tiii FL161UU.1.-R6 Non Impact from corners, � 1/2'" o/c a# jamb, �" (? head. 1 1/4° Mulled} embedment. Fight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. 1f4" concrete tapcon anchor. 21/2" minimum edge distance. ing Glass Door (+33 / (-41 ( +Stl) J {-,SO} Ply Gem Builders Series FL14634.2-R3 Non Impact 6" max o/c from corners and ZU 3/4" max a/c elsewhere top, 478 vertically and bottom. 2 1./2"° min embedment. 1%41" concrete tapcon anchor. 6"' max o/c for corners.. Tapcon required 3" each side of center of opening top and bottom. que single door ( -�36) / (-47) (+47) / (-47} Therma-Tru Smooth Star FL1.4985.1-R2 N/A Top and bottom centerline of each doer slab get tapcon. Rest rith transom of vertical o/c spacing is 14" max. 1 2/4" embedment. 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 2°' O/C >ie Garage Door (+29) J' {-35} (+46) / (.42) Clopay 16,2x7 73 Wfr FL1.6546.6-R9 N/A Use galvanized (zinc coated) roofing nails, 11 or 12 gauge,. with at least 3/8`° die. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per shingle Roof' 1KCt Cambridge F1.7006.1-1110 placed 5-1/8" above the butt edge, approx. 1.°' and 13°" from each end and 1J2"above each cutout. Drive nails straight so that nail head is flush with, but net cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12. nderlaymen# Interwrap RhlnoRoof U20 PL1.5216.1-113 gauge 1 /" annular ring -shank nails,. spaced 6" o.c. at all laps and three staggered rows fastened 1.2" obc. in the field of the tall Soffit +31.6, -38.8 (+157) f (-46.1) PlyGem Varifarm Soffits FL2411.1 1/4" x 20 stainless steel or ELt7 Panelmate with minimum =ane Panels Less Hurricane Storm embedment 1. 3/4" in concrete /masonry, 2 1/2"" min, edge hen 6' span 1��7} / (-�3} panel MFG.24 GAGE FL16293-RZ distance, 12'" a/c max. spacing. Can be headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCCI Panelmate with minimum '!cane Panels 6' Hurricane Storm embedment (� 1 3r4"" in concrete / masonry, z 1/2"'min. edge aan or more �+45}'� (-5D} panel MFG. 24 GAGE FL1293-R2 distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing. nuts. Install per manufacturers recommended requirements. stem Sheathing Huber Wall Sheathing 17147.2-112 ARC N IT E C T S ii N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J w I w 0 q ti A q h su$ai<v a� CREEKSIDE LOT #130 PROJECT# 04321.000 aaEL:4EJB 2807—ELLS T" GARAGE SWING: IA: RIGHT PACE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA DAT� � 08/04/17 file C, On IV A R C H IT EC T S NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH Q S' O.G. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ 3/e' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED a i' OG. MAX VERTICALLY 7 THICK, 3 COAT CEMENT PLASTER WRB LAYER n, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED ®'I' (VERT.) O,G. MAX AT SUPPORTS WRB LAYER 41, STUCCO WRAP WOOD SHEATHING OR T/I6' ZIP SHEATHING SYSTEM RNSTALLED PER +' TO ' GAP MIN LATH SHALL NOT w to a 161 To e BE CONTINUOUS MIN MIN. THROUGH CONTROL JOINTS BUT SHALL \ BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 PLACED FLAT MAX. 6' TO S' i.Ud.l.4 FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON NOTE; - NAILS OR f = STRUCTURAL STUD 1. FASTENERS FOR LATH TO BE STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. IS) 0.0415" WIRE / 3- BLOCKING SHOWN MAY BE IN ADDIT107 a TO WALL STUDS REQUIRED PER PLAN / O"M" TYPE CONTRO JOINT I. POLO MWARP ® PT. A L FOLD INWARD • PT.A 2. GREA6E o PT. 0 3- CREASE PT. C Oil NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES $NMGLE ROOFMCa—� DRIP EDGE: OVERLAP 3_ EXTEND IO' BELOW $FEATHING, MECHANICALLY FASTEN 4' O.O. MAX. OL FOLD HURD 6 PT. A 2. CREASE + PT. B NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" * VERTICAL LAPS (ROLL ENDS) i 6' Q HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE / LATH VERTICAL LAP TO BE I' NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES I• MM. LAP METAL LATH \ �� X X X X METAL LATH WRB LAYER "I, I" THICK, 3 COAT CEMENT IT STUCCO WRAP PLASTER 6' MM PAPER LAP BELOW ONLY METAL LATH I WRB LAYER 02, FORTIFIBER WRB LAYER "2, FORTIFIBER/ BUILDING PAPER BUILDING PAPER WRB LAYER el, STUCCO WRAP WOOD EATHINr NG SYSTEM8 INSTALOR 1/16- ZIP L ED (PER 2 APER LAP n KIC KO UT DETAIL I' MIN I-AT44 LAP, d' OVE' ALL LAP VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH Vo4'15-IN. (1214MM) WIRE AT INTERVALS NOT MORE THAN 3' (229-MM). AS PER ASTM CI063 l 0- NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK WOOD STUDS SHEATHING - OR -1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS-) BUILDING — PAPER STUCCO W LAP • LATH V LAP • PAPER HORIZONTAL LATH & PAPER DETAIL 7/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR ®I. FOLD MWARP • PT. A + WOOD SHEATHING OR CMU WRB LAYER 11, 2. CREASE • M.15 STUCCO WRAP (FRAME ONLY) 3. cREA$E • Pr. 4. FOLD PT. C OvER PT. B TILL PT. C TOLICHES BottoMFLAIKaE THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 GOAT CEMENT PLASTER (CMU) 1 ,10 } METAL LATH (FRAME ONLY) C LAP WRB 4 TAPE OVER ROOF/WALL SCREED FiA1JCaE L WATER TIGHt SEAL- FOLD, 1222 NQ1 CUT. ]' THICK, 3 COAT CEMENT F%.ASTER [FRAME), 1/2' 2 COAT CEMENT PLASTER (CMRll WRB LAYER 62, FORTFIBER FMUILD NG PAPER (FRAME ONLY) WI5 LAYER 41, STUCCO WRAP (FRAME ONLY) LAP LAYER$ OF BUILDMG WRAP OVER "LR,* FLAI,*E, $TOP WRB APPROx- I H' ABOVE SHINGLE$ (FRAME ONLY) FRAME OR CM EXTERIOR FA66fA WRAP 5x9 WALL FLA5HIf•Y KICK -OUT FLASHING (SEE nEtuu 81 I WATER TIGHT $EAL (BEND OR $OLDER, DO NOT CUT) z z o.. NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 5"X5' "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELE VAT ONS FLASHING- N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP, FLASHING TO EXTEND ONTO PIPE I" OR LESS PIPE PENETRATION "iS:}i:c'`:Z<'`. CUT AND OVERLAP ONE SIDE OF % SELF -ADHERING MEMBRANE —� FLASHING STEP *I INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS — REQUIRED TO SECURE PIPE/ WIRE TO FRAMING SECT ION NOTE: IF ZIP SHEATHING SYSTEM 18 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3A Plfi N.T.S. x6' SELF -ADHERING MEMBRANE _ASHING (COMPATIBLE W/ HOUSE RAP MATERIAL) OVER 4'x4' ELF -ADHERING MEMBRANE LASHING OVER APPROVED OUSE WRAP. LASHING TO EXTEND ONTO PIPE UT AND OVERLAP ONE SIDE OF STEP 02 FLASHING HERNG MEMBRANE U1R6 LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH 6"x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE `� 3/e' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING: ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYP WALL SECTION) NETfRATiON PER SECTION R703.7 Exterlor lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. ETA LECxEFI� D D1RAINAr_;;E FLANE (WfR5 LAYEIR '1, STUCCO l,UfR74P) WF,5 LAYER :2 (FORTIF15DR E3UILDING 1=AFER) 1"f E TAL LATH e WOOFD 5HEAT1-41NG OR 1/1(oR ZIP SHEATHING SYSTEM ( INSTALLED PER MANUR 5PECS.) SELF-ADHESIVE FLAS�41NG NOTE: METAL LATJl-4: LATH TO E3E }_'EfR SECTION 1R703.7.1 / A&T1�1 G - 847 - 09, 1"II I IN. 2.r::� L55. FEF�,) SO. �'Af;�D (UTILIT"� OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774.4078 www.abdesigngroup.com AA #: 0003325 W 64 ij W 4 ! F A h q ti SVHDIV. ac wq% CREEKSIDE LOT #130 PIi:OJECT# 04321.000 MODML• 4EJB "2807- ELLS" GAP.WZ OWING: RIGHT PA601M WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA �i 1 DA �: 08/04/17 8AIllb- 1/4"=1'-0" Y Y AI NOTE` INSTALL 6" SELF -ADHERING IF ZIP SHEATHING 5Y5TEM 15 MEMBRANE FLASHING OVER STUCCO INSTALLED, PLEASE SEE TOP, SIDE(S) AND BOTTOM FINISH MANUFACTURERS FLANGES OF NON-MOvABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. (o" SELF VE '. WOOD GON5TRUCTION SEQUENCE OF FLASHING TO BE: 1- BOTTOM, 2. SIDES 3. TOP OVER S S 7/16' ZIP SHEATHING SYSTEM "1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR (INSTALLED PER MANUF. SPECS.) OR X: VENT CAP 7o BE SET IN BED 5 WOOD SHEATHING" WOOD SHEATHING OF SEALANT At TOP AND H r WRB LAYER *I, SIDES ONLY. SEALANT 15 TO BE WRB LAYER 01, g``: STUCCO WRAP it TOOLED SO 45 TO DEFLECT r `' STUCCO WRAP t ; WATER AWAY FROM JOINTS. WRB LAYER *1, FORtIFIBER u , , P EMANUF. PRYER 1' BUILDING PAPER E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL VENT CAP (SET IN r; I ., METAL LATH 4x. i X JOINTS AND INTERSECTIONS CONT. SEALANT) WR8 LAYER 02, FORTIFIBER WOOD I 7/8" TEXTURED BUILDING PAPER CONSTRUCTION FINISH M WOOD 11 BACKER ROD I APPLY SEALANT AT PERIMETER OF } NON -MOVABLE FRAME AND STUCCO r: i ASTIEER o WOOD STRUCTURAL MAXRUCTURAL ON ALL SIDES, Y4" CAULKING w JOINT LANT ' ° ALL AROUND TO SIDES" THICK, 3 GOAT CEMENT a' CMU I PER SECTION R703.7 PLASTER ?, 76' Told' MID -WALL Exterior lathing and plastering WEEP scREED f� BACKER ROD Exterior use of portland cement plaster T� VENT r�� ` z shall comply with the application 'DRYER R V E ld JL BLOC I ` I/a� TO }/a" MID -WALL X_ requirements of ASTM C 926-12A. WEEP &GREED i W WIDE STRIP SELF 1 .x` Installation of exterior lathing and framing I ADHE5IVE FLASHING, GLEAN i shall comply with ASTM C 1063-12A. I MASONRY BEFORE APPLYING 6" 5ELF-ADHE6IVE WRB LAYER *I, FLASHINGTEXTUD STUCCO WRAP " j ' FINISH m MASONRY HOODED VENT IBUILDOVER I"QNG UICK WOOF-) "QU WOOD FRAMED THICK, 3 COAT CEMENT FLASH" — ` — WALLS HORIZONTAL WEEP SCREED PLASTER (FRAME TO BLOCK) METAL LATH —� HORIZONTAL WEEP SCREED NTHROUGH / WRB LAYER *2, FORT(FIBER ]FRAME TO FRAME NOTE: BUILDING PAPER I IF ZIP SHEATHING 5YSTEM 15 APE WOOD SHEATHING NOTE` INSTALLED, PLEASE SEE _ IF ZIP SHEATHINCx SYSTEM IS INSTALLED, MANUFACTURERS A DRYER VENT ( FRAME PLEASE SEE MANUFACTURERS.) ANUFACTURERS INSTALLATION PROCEDURES 6" SELF ADHESIVE—' DHESIVE INSTALLATION PROCEDURES FLASHING (INSTALL PER MANUF. SPECS.) 8" OR 1/I6' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SF'EGSJ BUILDING PAPER �WOOD SHEATHING UNDER 'QUICK FLASH" WRB LAYER *I, NOTE: WRB LAYER 7 STUCCO WRAP IF ZIP SHEATHING SYSTEM 15 CUT OPENING IN STUCCO WRAP AF WRB LAYER *2, F IFIBER INSTALLED, PLEASE SEE APPROVED ALLA ON BUILDING PAP MANUFACTURERS FOR BOX INSTALLATION WOOD INSTALLATION PROCEDURES CONSTUGT)ON CUT °X" INTO VENT PENETRATION WRS LAYER 01, SELF -ADHERING i 'c META H STUCCO WRAP MEMBRANE FLASHING v A51 B D APPLY SELF -ADHERING AISE AND MEMBRANE FLASHING MID -WALL 1 WOOD SHEATHING OVER SOX AND OVER EEF &GREED APPROVED WRB LAYER 1 6T F 1 ST F 6" WIPE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING APPROVED FLASHING I HOUSEWRAP WRB LAYER *1 BELOW STUCCO WRAP ELEC. METER FIELD 1 8TONE EER VERIFY LOCATION ELEC. METER FIELD OvER TCH coar VERIFY LOCATION CUT SUCH CHAT APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE 'D' FELT MEMBRANE FLAS+-LING, ENTERS PDX, OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING ORIZONTAL WEEP SCR AND ONE (I.)LAYER OF PAINT EDGE FLASHING OVER PRIOR TO INSTALLING 'ELEC. HOURSEWRAP OVED W/STONE VENEER (FRAME TO BLOCK) METER WRB LAYER *12, FORTIFIE3ER CAVITY TO BE FILLED BUILDING PAPER ���� WITH RIGID POLYMERIC 5TEE LIE J� �� ISOGYANOTE-POLY5LEND FOAM ("GREAT STUFF" OR SIMILAR) DRAINAGE PLANE (UJRB APPLY A SILICON ELASTOMERIC 5A5E SEALANT AT POINT COATING OVER LAYER #1, STUCCO WRAP) THAT ELEG. WIRE PENETRATES - u STUCCO/ C.V. FINISH APPLY E-Z BEAD (SEE TYPICAL WALL WR5 LAYER #2 (FORTIF18ER . — . — — — OVER 6fD MIN °, ° °° SECTION) BUILDING PAPER) AREA TO RECEIVE GRADE "°" ° FELT -PROVIDE ° ° METAL LATH STUCCO SCRATCH GOAT SEALANT AT ALL . ° ° METAL LATH X—XX—X 4 1 COAT OF PAINT W/SACK- JOINTS AND ° ° ROLL PRIOR TO INTERSECTIONS .0160. ° °.,.°.° 5TUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD 5HEATHING METER CAN OR METER CAN OR 7/16" ZIP SHEATHING SYSTEM COMBO OR METER CAN AND SELF-ADHE5IVE 1=LASHING) — — — — — DISCONNECT 5T F 5 ST F NOTE: ELECTRICAL RECEPTACLE METAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT- R103.7.1 / A5T1"1 C-847-091 MIN. 2.5 L85. PENETRATION PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PEC;IFICATIONS) A R C H IT E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W U w O ti a U W q N q 2 ti sUBDiV ec LOT: CREEKSIDE LOT #130 PROJECT# 04321. 000 MODET • 4EJB "2807-ELLS" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXR C ARCHITECT STATE OF FLORIDA 08/04/17 SC AT•'a=- 1/4"=f-0" EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WRB LAYER *I ` ;:.. _,WEATHER RESISTIVE STUCCO WRAP -FLOOR DECKING BARRIER "I WRB LAYER "2, FORTIFIBER 3' X 3" 2b G ALV. % I I. ' WEATHER RE51STIvE WOOD FINISH LAYER (2 LAYER CONSTRUCTIO BUILDING; PAPER PR G'D TRUSS EEL a STICK) METAL DRIP GE ; BARRIER *2 _ SET IN PUL ED OFX/�s, a" THICK, 3 COAT CEMENT WEATHER ISTIvE PEEL SEALANT MIN, j I. /4 HAT CHANNEL PLASTER B IER *I SPACE M DRIP I I PEEL STICK W/s/e TYPE X DR L 5 K DRIP ED TO I ){2l "L' FLASHING P W CREED WEATHER RE IvE FACE TREX FULLY EMBEDDED TO S T ING H EEP SCREED BARRI +'s a OSI v i' THICK, 3 COAT CEM �` u RIES DE ' .................... IN ROOF CEMENT WOOD SHEATHING g PLASTER •• 1 ' X 3" 26 GA. GALV. METAL LATH I Y D P FOR BA KER METAN FULL BED E WRB LAYER *I, Y4 GAP FOR BACKER SEALANT, L BE STUCCO WRAP WOOD SHEATHING woo 3/4° P. R SIMULATED OF WDOD ITRE FILLER, ROD d SEALANT SPACE FROM DRIP ' THICK, 3 COAT CEMENT NCONTINUOUS VINYL CASING BEAD PLASTER �' SELF- ; , I FACE TO TREX WEATHER RESISTIVE r _--� WATER PROOFI 15t WEA R 515TIVE VINYL CASING BEAD BARRIER I AMbb-WFWC-TSm GUSTO SIN , r I z FLASHING WRAPPED \ * LAYER (2 LAYE EEL R R 1 \ ` . ` TOP OF WEEP SCREED EXTERIOR GRADE W RESISTIVE PRY WALL STICK) WRAPPED M RIE 02 TO SHEATHING BELOW - ' AtHE 515TIvE WATER PROOFING let I BALCONY DECK T )' '" CANTILEVER �°`� R I � LAYER l2 LAYER PEEL - � I' _ Xi 10 COLUMN WRB LAYER "1" THICK, 3 GOAT CEMENT 4" T"" "' < STICK) \ oPars F `nED ��. I r N SHEATHING -�" �4" POSITIVE DRAIN STUCCO WRAP PLASTER b" PEEL 4 STICK WEEP SCREED E MEMBRANE, `• VINYL CORNER BEAD DRIP EDGE TO DECK , I _ " END OVER DRIP PEEL IG ,` I �+ :•; - , `� — WR$ LAYER 2, FORTIFIBER N AP IN FIELD VINYL CASING BEAD SUB FLOOR 1 EDGE 1 Xz°x3' 'L' FLASHING BUILDING PAPER (SHOWN FOR G IFICATION OF ®® , 3 X 3 26 GA- GALV. SUB FLOOR `FULLY EMBEDDED IN ----- ---- -- i SEPARATE A SORES ONLY) _ : s ROOF CEMENT I ------- METAL DRIP EDGE ®� � ; • OF ET N L BED '�,. b' SELF-ADHEREING I Ya' X 3' 2b GA. GALV. a. FLASHING WRAPPED Y1°X1 3/4" T• R SI A j SEALANT, Ya' MIN. METAL DRIP EDGE WRB LAYER 01, SPACE FROM DRIP SET IN FULL BED OF � CORNER OF CANTILEVER WO (REX) ILL R, i ° CON N 5 X1 E O IMULA SPACE FROM DRIP STUCCO WRAP i FACE TO TREX SEALANT,k" MIN. UOU AMIGO AMbb-WFW ao `. 1 iI 4 SITIvE DRAIN I R. OOD N TOE ILL ER, WEE GREED FOR BACK VINYL CASING BEAD CUSTOM CASING BEAD D 6 SEALANT WATER PROOFING 1st I ;, FACE TO TREX FI 5H LAYER ! AYER LAYER C2 LAYER PEEL < Y4 GAP F SEALANT ` VINYL CASING BEAD --- PEEL d STICK) TICK) WRAPPED FROM OPT. B ER ROD. WATER PROOFING let CANTILEVER ' �� �' 1 �E j� ¶� lC� T �i 3/4 RESILIEN ; ° LCONY DECK TO MODE g� i LAYER (2 LAYER PEEL 4 NO A f 1 v D JL�.1JL `� TILEVER 3/4 51LIENT ;'y STICK) RAPPED FROM (SHOWN CLARIFICATION OF NOTE: 10 HAT GHANN W SEPA E ACCESSORIES ONLY) IF ZIP SHEATHING SY IS E �j VINY CASIN A ? ,> PL KR3 GOAL CEMENT VIN GASINGEL A BALCONY DECK TO CASING BEAD INSTALLED, PLEASE SE META ATH I " THICK, 3 COAT CEMENT t-1,4'JUFAGTURERS 5/8° TYPE "X" RYWALL i WOOD ATHING ASTER 1 DTL. ® CANT. I [ WEATHE ESI6TIVE INSTALLATION PROCEDUR N W/TEXTURE PAINTED 5/5" PE 'X' DRYWALL =. M L LATH \y ��/ BARRIER SCALE: I I/2"=1'-O" FINISH W/ TURED d PAINTED WEATHER 15TIVE WO SHEATHING BARRIER "2 e' THICK GOAT CEMENT 4' OSITIv IN SH 4" O V DRAIN DRAINAGE PLANE (Ill PLEAt WEEP 5CREED THICK, COAT CEMENT WEEP a NOTE: vINYL RNER BEADPLASTER LA'lll *'1, 5T CG0 I ItR,4�) (S GAP IN FIE METAL LATH: LATH TO 5E fE R 5E CT I DN VIN CASIN A (S GAP IN FIELD VINYL CORNER BEAD SEPARATE AGCE FI RIES ONLY t (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD fRIO3.-1.1 / ,45TM C =&41=013/ MIN. 2.5 LE36. Ill LATER #2 (FC)R I IF15ER ...... — — SEPARATE ACCESSORIES ONLY) FER 50. Y,4RD (UTILITY OR NOMINAL 5UILDINC'T FAfi ER) BALCONY DRIP BALCONY DRIP L,4TH [DOES NOT MEET 6�'ECIFfC,4Tl®NS) MET,4L L,[��'{4 x x x x A EDGE INSTALLATION 11C EDGE INSTALLATION G� COL N (W/"L" FLASHING SCALE: NTS NOTE: WOOD S UCTION 5TUCCo ° WOOD SHEATHING NOTE: IF ZIP SHEAT ING SY TE 15 OR l 6' ZIP SHEATHING 5YbT8M INSTALLED, P EASE E (INSTALLED PER MANLr-. SPEGbJ IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTU R5 TH R ISTIVE WRB LAYER *1 INST Tl0 PROCE RE5 I »1 UJ00D 5IHEATHIN� 2x FRAMING MEMBER MANUFACTURERS STUCCO WRAP' I INSTALLATION PROCEDURES 3/4 RESILIENT HER RE515 HAT CHANNEL I BARRIER *2 5" THICK, 3 COAT CEMENT' YL CASING BEAD SELF-ADHESIVE FLASHING — — PLASTER WRB LAYER l FORTIFIBER WOO© SHEATHING i .- = -� . Ir BUILDING PAPER -X, `I. T 3 COAT CEMENT 2 1/2 CORNER BEAD j WRB LAYER #I, ' P ER I F,4STENED TO SHEATHINCx ETAL LATH METAL LATH I , � i 1 STUCCO WRAP /a' TYPE 'x° ALL —T -1" O.C. MAX. W/TEXTU P WOODATTHG OZFN1 bHN 9Y9TEM i (INSTALLID PER MANtF. SPECS.) ''- N" THICK, 3 COAT CEMENT �` i x i WRB LAYER'°2, FORTIFIBER HI %j4T CEMEN (2) 2x12 HEADER PLASTER WRB LAYER #1, I i BUILDING PAPER 6 SELF -ADHERING \, METAL LATH " /-4' POSITIVE DRAIN , STUCCO WRAP I VINYL CORNER FL 4SI-iING 1 WEEP SCREED ' THICK, 3 COAT CEMENT WOOD SHEATHING (EXPLODED VINY G A NO A ELDI, i VIEW FOR PLASTER (SHOWN F ARIFICATION OF I CLARITY) SEPARATE A 5ORIES ONLY) I. 1IETAL L,4TH DRIP CAP BJJI ` I DRIP EDGE '..wRB LAYER #2, FoRTIFIBER INSTALLATION -- - BUILDING PAPER WINDOW FLANGE NOTE: CORNER '--)EAT) F 1� M E WRB L YER 01, IF ZIP SHEATHINGS 5 EM I5 I WOOD CONSTRUCITON /tSTUCC WRAP INSTALLED, PLEAS SEE " Ll�\ ��, MANUFACTU RERS -WEATHER RESISTIVE 2 1/2 INSTALLATION PRO E URES BARRIER "1 CORNER BEAD WRB LAYER *2, FORTIFIBER -WEATHER RESISTIVE (FASTENER4 SPACING O.C. BUILDING PAPER :i�` BARRIER "2 i s METAL LATH VINYL CASING BEAD I i THICK, 3 COAT CEMENT PLASTER 8" THICK, 3 GOAT CEMENT ' PLASTER 5/6" TYPE 'X" DRYWALL METAL LATH W/TEXTURED < PAINTED FINISH '°•W�ri' ?10WA H% SYSTEM �°SELF-ADHERING'; ' ' r2ro% LINUF. SPEGB.) CMLI " THICK, 3 COAT CEMENT 14EQDER/BEI FLASHING PLASTER i VINYL CORP. 4' 5/g" THICK, 3 COAT CEMENT DRIP CAP VINYL CORNER BEAD r POSITIVE DRAIN PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE � VINYL CASING BEAD NO GA IN FIELD (SHOWN FOR CLARIFICATION OF .SEPARATE ACCESSORIES ONLY) 14B CORNE"' BEAD 0) B�OC� 15CASING BEAD C WINDOW NO BAND @DRIP EDGE INSTALLATION FRAME, - A R C N I T E C T 8 .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W v W 4 4� v W ti q 2 SUBDIV. 8e LOT: CREEKSIDE LOT #130 PROJECT# 04321.000 MODEL 4EJB 2807- ELLE" GAliAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - IF IDA huuq 08/04/17 SCAl 1/4"=1'-0" 1 UV A3 0 NOTE: IF ZIP SHEATHING SYSTEM IS PTHICK, 3 COAT C N7 THICK, 3 GOAT CEMENT WOOD SHEATHING INSTALLED, PLEASE SEE CASING BEAD F R " PLASTER ��� MANUFACTURERS TO TRIM TAL ATH ,% SEALANT IX TR EMBER INSTALLATION PROCEDURES /' METAL LATH WRB LAYER 01, STUCC , STUCCO WRAP SIDING TRA ION i R 02, FORT BER I WOOD SHEATHING U G PAPER SIDING I e e OD SHEATHING I �x—e • . WRB LAYER "2, FORTIFIBER 7 r1l i a BUILDINCa PAPER W AY "2 FO TIFI iWRB )—AYER 1, �•s., i WINDOW FRAME STUCCO IURAi METAL LATH 4 i......................................................... RB L ER R 8ER I ) ' Al ' BUILDING PAPER WRB LAYER #2, FORTIFIBER 5�c Y I' WRE3 LAYER %I, " THICK, 3 COAT CEMENT j STUCCO WRAP i E-Z BEAD VINYL CASING PLASTER i j I BUILDING PAPER (WI%' FLEXIBLE PVC BACKER ROD) CASING BEAD 6"SELF-ADHERING -__ -�'`.- � � T.AL LATH � -------------------- FLASHING X. —I MIE 6" SEL HEREING VINYL ANGLED % fEPLODED 8 THICK, 3 COAT CEMENT FLASHING PEEL 8 STICK CASING BEAD ;`, VIEW FOR PLASTER SIDING � � s T �J ' 1RB LATER I, STUCCO wRAP, ' CLARITY) i WRAPPED AROUND FRArlING I MEMBER W. CASTING BEAD I I ro' SELF ADHESIVE FLASHING DRIP GAP (CROSS SECTION) WRB LAYER "1 _—_.__ p� WOOD SHEATHING rl WINDOW FLANGE -� 2X FRAMING STUCCO WRAP \ MEMBER DETAIL BELOW EXPLODED \ VINYL ANG ED WOOD CONSTRUCTION i i CASING BEADFOR BEYOND CLARITY ' �/ •Y WOOD SHEATHING � ��� � % THEIR RESISTIVE WRB LAYER 02, FORTIFIBER \ ER "I - R/----------------------------------------------------------------------------------------------' BUILDING PAPER WEA E515TIvE \ . ! i BARRI METAL LATH i J ° X � y<' L NG / ------------ \ ,. ' 6' KELP -ADHERING 6' REVEAL -- � ` FLASHING a' THICK, 3 GOAT CEMENT !; iLASHLNG I7HERING / a WEATHER RESISTIVE / y�" GAP TYP THICK, 3 COAT CEMENT PLASTER — \ ;� BARRIER "I CASING BEAD PLASTER STARTER STRIP— / WEATHER RESISTIVE / "SELF- ADHERING `., `:.�� �� \ BARRIER #2 SEALANT TO WINDOWMETAL LATH j� t DO NOT CAULK OR I ' I #/ 6' SELF -ADHERING FLASHING ,� �� SEAL OPENING / FLASHING GALV'D METAL i WRB LAYER "2, FORTIFIBER I GA ME Al-Z' FLASHING 'Z' FLA IN BUILDING PAPER I DRIP CAP_ DO NOT CAULK OR SEAL OPENING WINDOW FRAME WINDOW FLANGE - W$ T Mr EMBER j WOOD SHEATHING CASING BEAD WII�TTI�OW \ e BEAD A SIMULATED ��T /� �T7 , e I WOO MEMBER FRAME, VV /BAgof D) \X SEALGA ULALA / OR APFi20 AL ANT � 1\ I 15 C STUCCO GA5 NG j SIDING TO STUCCO BEAD WRB LAYER "I, STUCCO WRAP C BLOCK TO FRAME I WOOD SHEATHING IF SHEATHING SYSTEM IS 1� TRANSITION I „ INSTALLED, PLEASE SEE 6 WIDE PEEL STICK OVER FLANGE MANUFACTURERS WINDOW FLANGEMANUFACTURERS INSTALLATION PROGEDURES METAL LATH NOTE: E-Z BEAD VINYL CASING I METAL LATH: LATH TO BE PER SECTION 2X FRAMING (W/3/a" FLEXIBLE PVC BACKER ROD) RlO3.-1.1 / ASTM C-84-1-09, MIN. 2.5 LBS. MEMBER *APPLY FULL BED OF SEALANT BETUJEEN WRB LAYER #1, ��®� ��� T�I� PER SO. YARD (UTILITY OR NOMINAL STUCCO WRAP LATH DOE& NOT MEET &PEGIFICATION&) FLANGE e BUILDING WRAP % BUILDING WRB LAYER #2, FORTIFIBER = } `., WRAF BUILDING PAPER i ------ ---------------------------- I WOOD CONSTRUCTION �'------------------------------------------------- ` BEYOND 1 FLASHING DNERING PL ASHING II I D SHEATHING I i g" THICK, 3 GOAT CEMENT �T���� UJ� WBA IR "FESISTIVE I �/ i WEATHE STIVE I // \ BARR TO LAP T T J� 7 �� yy T Q PLASTER I j r ; WEATHER STIVE I / \ 6' BOVETOP E �� WINDOW (( jj VIq( II /\\ II\\I I 1 I BARRIERY4' / ; , ASHING II_1 �1Ld GG VV VV �l� v d V V �rJ � jt JL JL \i ��II�I X I X! j MR5 LA E #2, F0FTIfI5E W%6REVEALP G - ! j I I �I ; / I WE R RESISTIVE ! I 5U i L D I I G FAFEEfR 6' SELF -ADHERING , a BIER "1 VINYL ANGLED FLASHING a WEATHER RESISTIVE CASING BEAD ' r \ BARRIER 7 `STARTER STRIP GALV D METAL fi'ITL LATH / \� VfNYL CASING BEAD �' •,� r i E0 NOT CAULK OR I I 'Z' FLASHING - - I I * � 5tAL OPENING DO NOT CAULK OR (EXPLODED SII TGIC C04T CIVT \ SEAL OPENING VIEW FOR'LST� CvALv'p METAL ATHER RESISTIVE LE G E N IJ °7.' FLASHING RRIER 01 TO LAP JL� CLARITY) OP UlV$Or< SIMULATE R OF 11 AB$ IHNG Xe E-Z BEAD VINY� SI 6' SIMULATED DRAINAGE PLANE (WRB .1: (WAs" FLEXIBLE P \ / RIM MEMBER LAYER #I, STUCCO WRAP) BACKER ROD) I \ J " SE HERING 6' SELF -ADHERING FLASHI FLASHING \01 WRB LAYER #2 (FORTIFIBER — — — — NG CETHICK, 3 MENT PL CO \`\ -= I OR APPROVED :4, SEAL GAP I NT BUILDING PAPER) ' WEATHER RESISTIVE WEATHE STIVE BARRIER "1 MET,4L L,4TH•I X—X—X—X BARR CASING ' E-1 AD � "AIS W R RESISTIVE (E-ZWA E VINYL CASING ER "2 (W/3C FLEXIBLE PVC BAN � (FIL AME BACKER RODI STUCCO1��SIDING TO STUCCO WEATHER RESISTIVE C) FRAME TO FRAME BARRIER «2 SCALE: 1 1/2"=1'-®" WOOD SHEATHING OR 7/16' ZIP SHEATHING SYSTEM TRANSITION (INSTALLED PER MANUR SPECS,) 1� &ELF -ADHESIVE FLASHING — — — A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 F w U w a w Q A SLJBDIV. & Loti CREEKSIDE LOT #130 PROJECT# 04321.000 MODEL 4EJB 2807- ELLS" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA %i a418 Dj "] "/ 08/04/17 .' SC4I:E: 1/4"=1'—O" W� A- CUT AT 4 MOD IN HC L INE OPEI APPI OVE! LLD INSTALL 6' SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL I' E3ELOW Si FLEXIBLE F DO NOT BE FIN EMPORARILY OLP-UP < SEC OUSEWRAP (O' UCK FLAP UND t HEAD FOLD 44CUSE0 N AT JAMBS 6 SLOPE SILL R INSTALL 6' SELF-ADHE FLASHING C VINYL HEAI FLASHING ( DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING 1' BEYOND J, FLASHING INSTALL VIP CAP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS T�- FLASHING AT THE APPLY 34' NOM. :ONTINUOUS BEAD )F SEALANT AT AMES AND HEAD or kPPLY TO BACK OF INDOW NAILING LANGE IN LINE W/ 'RE -PUNCHED IOLES OR SLOTS. STEP 4 FOLD DOILN DIAGC ACRO WINDO VIDE ADHESIVE EXIE5LE FLASHIN VER DRIP CAP 'ECTO-WRAP EQUIV) WINDOW FLASHING INSTALLATION I-)FTAILS (D2� (FULL WiR.AP) 5CALE: NTS NOTE- - FLEA6E 5 A UFACTU 5 INST4LLATION FOGIDJ& INSTALL WINDOW PLUMB, LEVEL AND SQUARE PE MANUFACTURERS WRITTEN INSTRUCTIONS APPLY EMESRANE LASHING ,'ER JOINT NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS E SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIE3LE. N AND SEAL JAMEi TO 51LL JOINTS WITH1199 FOLLOWING COMPLETION OF RIOR RETROFIT WORK NOTE; REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING r TE:AL INTERIOR PERIMETER OP WINDOW WITHALANT A R C N I T E C T S Grosign M Inc- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 00 F W W O W O yF K U t� W A rti ti SVBDIV. de I.OT: CREEKSIDE LOT #130 PROJECT# 04321.000 MODEL• 4EJB "2807-ELLS" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT STATE OF FLORIDA � ar, DATE: 08/04/17 SCAB 1/4"=1'-0" I SHEET V V A5 2x(o SUS -SAND W/1 "x4" NOTCH 6 END, WRAPPED IN PEEL d STICK DRIP EDGE 1/6" TEXTURED FINISH 6 WOOD 1/2" TEXTURED FINISH s CMU 1� I� I� I I � � 1t METAL FASCIA WRAP 1'S" FROM STUCCO, 1" FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) \� NOTE: NOTCH FOR 2X(o �� 5UB BAND ONLY 19111E�ll 1 METAL FASCIA WRAF 2X6 5U8 �)t ( ) f=L,4N 5- '1I6' TEXTURED FINISH 0 WOOD, 1/2" TEXTURED FINISH m CMU METAL LATH ;�I WOOD SHEATHING OR CMU WRB LAYER *I, STUCCO WRAF (FRAME ONLY) xi I WRB LAYER 02, FORtIFIBER BUILDING fi Afi'ER (FRAME ONLY) ><,\\j\ —ROOFING CEMENT ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) \DRIP EDGE, 1" OFF WALL \(NOT INTO STUCCO) - 17/8" TEXTURED FINISH a WOOD, 1/2' TEXTURED FINISH e CMU !� 2x(o 5U5-5AND W/1"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. 5U5 BAND 2" OFF WOOD WALL DRIP EDGE METAL KICK OUT NOTE: IF ZIP 5H€ATHINC PLEASE SEE MA FROCEDURE5 PRE-ENG'D TRUSS TO BE CUT Q WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4'-0" SCABBED TO TRUSS W/126 NAILS %"-8" O.C. MAX. 2x SUB -BAND W4y"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) x x x x x x x x x x x x x x x - x x x x x x x x x x x x x x x x x x /JJ J x x x x x x x x x x x x x -'- . x x x x x x x x x x x x x ,�J X x X X X X X X X X X x x x x x x x x x x x x x x x x x x x X x x x x x x x x /J J x x x x x SUB BAND DETAIL C) WALL SUB BAND DETAIL Ca) WALL W/KICK—(BUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. %4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/ly"x4" NOTCH tD END, WRAPPED IN PEEL & STICK *ROOF CEMENT a 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. I/4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V"x4" NOTCH e END, WRAPPED IN PEEL & STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY A R C N I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www,abdesigngroup.com AA #: 0003325 ti w w U w b ti a U w A A 2 svHDIV. & LOT: CREEKSIDE LOT #130 PROJECT# 04321.000 MODEL• 4EJB 280"7— ELLS" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP, C ARCHITECT STATE OF FLORIDA 08/=V-0 � q 00) opy