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Home My WebLink AboutBUILDING 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: ROLAND A. ABOUCHACRA AR N0. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 REVIEW BY BUILDER 141WOWE N"01118Z0iJ1kr)631�9 &0 BLVD. ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN S DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER CAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT 3ED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS Z THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR 'ORMATION) TO THE ARCHITECT OR ENGINEER FOR �RIFICATION. DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN FTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN UP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF STRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN ERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION ED ON THE DRAWING SET. 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: I ABBREVIATIONS -FLORIDA BUILDING CODE RESIDENTIAL ABV, ABOVE LAV. LAVATORY (FBCR) 2017, 6th EDITION A/C AIR CONDITIONING LUM, LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET - FLORIDA FIRE PREVENTION CODE 6TH EDITION ALT. ALTERNATE MFR. MANUFACTURER - NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION AMP. AMPERAGE MIN. MINIMUM - ALL LOCAL AND STATE CODES BD. CL BOARD CENTER LINE MTD. MTL• MOUNTED SAL • OCCUPANCY - RESIDENTIAL, GROUP R3 CAB. CABINET N.T,S. NOT TO SCALE • CONSTRUCTION TYPE - VB CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE • MIN. INTERIOR FINISH - CLASS B CONC. CONCRETE P.B. PUSH BUTTON • BASIC WIND SPEED - Vult=160 MPH CPT. CARPET PH. PHONE Vasd-124 MPH C.T. CERAMIC TILE PLT. PLATE D. DRYER PLYWD. PLYWOOD • EXPOSURE - C DBL DOUBLE PR. PAIR • 1-STORY RESIDENCE - Dk. PP.T. PPRESRSURE TREATED • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DIM. DIAMETERLGLZED DIMENSION R. ROD. RLS 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. ELEV.A. EACH ELEVATION sm. SHTHG, SHEET SHEATHING SQ.FT. CALL. S EQ_ EQUAL SHWR. SHOWER EXH. EXHAUST SIM. SIMILAR EXT. EXTERIOR SL. SLIDING 15T FLR. LIVING 184 50. FT. F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS 2ND FLR. LIVING 1188 50. FT. F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL TOTAL LIVING M12 SQ. FT. FLR. FLOOR SECTION FLUOR, FLUORESCENT SC SOLID CORE GARAGE 444 SQ. FT. FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS PORCH 'Bo 5Q. FT. FIG. FOOTING THK. THICK GA. GAUGE T.O.C. TOP OF CURB LANAI 50 SQ. FT. GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB TOTAL 2586 SQ. FT. G.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED A/C VOLUME 163192 GL. GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER 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 44- W MMACTURES LABLES MVWM 4 MOTORS AND Sh(;C coMpF LANCE WRH FRC ENERGY CODE MLW RF.MAIF"')nr All. I-X)ORS ANr)'AiINOOWS CONCEALED FASTENERS OR ArACNMENTS ARE CONTRACTOR of RECORD LITY OF THE RECORD < pWOpyc pgpPObE,,.,. y K Ca�40Y0p.-x.%s6CbIiO kpOt� 10 EOrA 3pogPRa Itott oU RgKNgAtf• Mw6 INDEX OF DRAWINGS SHEET # DESCRIPTION PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG CI -COVER PAGE GN-GENERAL NOTES 1-FOUNDATION PLAN IA -DOWEL PLAN TERMITE TREATMENT REQUIRED 1B-LINTEL SCHEDULE 2-FIRST FLOOR PLAN 3-SECOND FLOOR PLAN 4C-FRONT & REAR ELEVATIONS 5C-LEFT & RIGHT ELEVATIONS 4C.1-FRONT & REAR ELEVATION WALL ASSEMBLY 5C.1-LEFT & RIGHT ELEVATION WALL ASSEMBLY 6-FLOOR FRAMING PLAN 7C-ROOF FRAMING PLAN 8-FIRST FLOOR ELECTRICAL PLAN 9-SECOND FLOOR ELECTRICAL PLAN 10-FIRST FLOOR HVAC PLAN 11-SECOND FLOOR HVAC PLAN D1-FOUNDATION DETAILS/SECTIONS D2-1-STORY WALL SECTIONS & NOTES D3-2-STORY WALL SECTIONS D4-MISC. DETAILS D5 PRODUCT APPROVALS WA1-WALL ASSEMBLY DETAILS WA2-WALL ASSEMBLY DETAILS WA3-WALL ASSEMBLY DETAILS WA4-WALL ASSEMBLY DETAILS WA5-WALL ASSEMBLY DETAILS -WINDOW FLASHING WA6-WALL ASSEMBLY DETAILS -SUB -BAND SCANNED BY ST LUCIE COUNTY 171Z-045-ir ST,LUCrT. COUNTY EIMiT"r 1Fl--Tc7-+N x£VI£WED FOR C ItEVIE11'E 1' PLANS 'D P T : ST B£ KEPT ON JOBa OR NO ,PE ON L WILL BE NADE• A R C H I T E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7 74-4078 www.abdesigngroup.com AA #: 0003325 Fes. W w O w b h a V A % A O 1 suHDIV: de LOT: CREEKSIDE LOT #1 PROJECT# 04321.000 MODEL 4EDB "1972—ARDEN" GARAGE OWING: LEFT PAGE: COVER PAGE 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 11/03/17 :SCALE: 1/4"=1'-0" sxEET 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 AREAS 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 (PSF 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 9301.2.1.2 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/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL FARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. S. 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, ETO 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 Wit1DOWS SHALL BE 24 INCHES 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''/ -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 HEREIMSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION, 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. COMPACT TO 95% MAXIMUM DRY DENSITY DETE INED IN ACCORDANCE WITH ASTM D1557, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUPATIONS. I 7. COMPACTION BY FLOODING OR JETTING IS STIR LY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED 0 VE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOID NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASJRES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGN® AND SEALEDSURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDINGAND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, ANDASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301. AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS; UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 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 ASTMC90-11b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =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 Y< INCH AND NOT MORE THAN % 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, ACI318-11. 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 W1.4 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 WEATHEROR IN CONTACT 1A/ITH 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 FORSOUTHERN 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 CENTERAND 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 3/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 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 ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 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 SIMPSONCO., 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 %" AMIAFLEX. 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, 74" 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, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 1 a & ASTM-C1063-12a. 3. LATH & ACCESORIES 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 -11A AND 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 Ill 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 F w w 0 F q A 2 MOM 8c LOT: CREEKSIDE LOT #1 PROJECT* 04321.000 MODEIJ 4EDB "1972-ARDENT" GARAGE SWING: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA \ 1 wy S a3 ti. _Y RO AB ACRA NO 93723 DA TM 11/03/17 SCALE: 1/4"=1'-O" 1 2" vTR l �2' I WASHER T. M< SECURE STRAP TO UNIT W/ (2) *Bxl 1/4 5HT MTL SCREWS SIMPSON Uja ROLL STRAP OR EQUAL SECURE STRAP TO GONG. GONG. W/ (2)-3/IG>"X2' SLAB TAP -CONS A f C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD 12" FROM STRUCTURE 1 I/2 2' j 1'R t -t 11 2 JyVTR 1 I/2� '1/2 PLUMBING RISER DIAGRAM 4" SLAB TYP. TYP. STUB UP TO 2ND FLR Il'-I" 10'-0" EXTEND END OF PVC. CHASE UP 12" AE30VE COND. 3 -6 --4/FCONCI. PAD 0OND.1 11 I I 13 Ili'-¢° DI ■ -1 �LLI Ilz i I PvC CI-IASE a 1 r I I z It 11 Ir�l m 1 1 I Q I c+1 Illy L C -1 F I FBI � 11�� iLW L 1" Pvc CHASE Q FOR ELEC. TO_' ISLAND ■ II �5 11(�,- n, I — — — 3'-10" 3'-5" 1 0" AS REQ. PER SLDGz CODE 2'-10" 1/ f -- — 1 p 4 CDI 0NC. Q u_ SLAB —1 Q 3 1/2" <'-2" 1/2" 9 �3 ■ lam"Di 27' -4' 09 0'-0' ELEV. FIN. CONC. SLAB 8'-4" 24"X24'X12" CONC. PAD -- —r --� W!3-*5 ON CHAIR — I— — — BARS E.W. _———_r--� S MIN. 3" COVER —& r C. �� PED SINK. 13 DI 4" GONG. —SEAS ■■■ 1�1, MOO NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRE55 DOOR SHALL MEET PROVISION OF SECTION R311.3.1 OF THE: FBCR (PTH EDITION (2011) J 5LA5 1 1/2" 2 -W ■ 7 ■ ■ 30"X30"XI2" GONG, PAD W/3-*5 5ARS E.W. ON CHAIRS MIN. 3" COVER A R C N I T E C T S Design Group,n,. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti 30"X30"XI2" GONG, PAD W/3-*5 5ARS E.W. ON CHAIRS MIN. 3" COVER A R C N I T E C T S Design Group,n,. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W W a w 0 F w A q h 2 [1A vsDrv: LoT: CREEKSIDE LOT #1 ROJECT 04321.000 ODEL• 4EDB "1972—ARDEN" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA BOLAN ABOUCHACRA AR NO 93723 DATE: T : 11 03 17 SCALE:1/4"=1'-0" f SHEET 91'-rD" Z4'-4' 9' -4' c .fl V r co Ul F, m 2' -4' v � 21Q iY 2'-6' 19'-10' D� E L PILAF A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 w w a w b ti C4 W �l q 2 ti 9V9DIV. Z LOT: CREEKSIDE LOT #1 PFEOJECT# 04321.000 MODEL 4EDB "1972-ARDEN" GARAGE OWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT [STATE OF FLORIDA wM DA-TE: 11 03 17 SCALE 1/4"=1'-0" A R C H I T E C T S Cq�7rCMn SAFE LOAD -POUNDS PER LINEAR FOOT TYPE LENGTH SUS wa-0H am-M b- 2®- 4-OlRbRO-QW52-04 BF8-I5 8FI2-I15 eFl715 0F7®-I® BF24-10 SMA-IB SM2-IB T-10'(349 PRECAST 2231 3m69 1 4605 1 6914 10394 11809 4605 6119 1541 8914 IOBS4 11909 3'-b' (42') PRECAST 2231 3119 5163 6601 8054 9502 10951 4bob 6113 1B41 8814 30394 11809 4'-0' (48') PRECAST 19b6 2151 3820 48'.e9 59bi 1034 M-I 133OSO5U5 10354 IIBO9 PREGA$t 15gg 2110 2931 3153 4516 r400 6224 6113 1541 8612 10254 11S09 5'-d' (64')PRECAST 1211 1438 I999 2560 3175 36a6 4249 15411.. 1342 8T33 10121 5'-10'(l0')PRECA$7 1@b2 In3 1631 7090 7549 3009 3410 1451 2622 4360 116e 603 1121 a528 PRECAST 9@a 1230 21-11 3490 3031 3101 1 4383 Dab1 1230 2n1 34aO 6381 83b0 jM%4. 8B7 l'-b' (So 1)PRECAST -143 1011 T129 2692 2205 2698 I B191 3be5 1011 n29 2661 3898 Noel84611 b412, 9'-4' (112'J PRECAST 854 b99 II-0 16T6 2564 3486 781e 3307 la7 12 1843 2564 1 3496 14105a, 63901n 10'-6'(126')F'RECAST 4l5 535 690 1241 2093 21-M 2163 7536 643 052 1533 2093 2181 3643 415410 11'-4' (13W)PREGAST 36$ Sea 94b 3b6 184b 2423 3121 4006 582 945 1366 046 2423 3171 40" 12'-0'(144')PRECAST 33*1 540 813 1 1254 1684 21S3 2805 3552 540 813 R54 16&4 21W 2805 3562 13'-4' CI6@'.PRECAST 296 4ll l55 �15 142S WO 2316 2883 4l1 l55 1015 1478 153B 7916 2889 14'-O'(168")PRECAST 2l9 424 1mb 1007 1326 1691 2171 2630 a4a 106 Imoa 1376 1 1691 aITT T6') FI B RE09E NR. NR NR NR NR NR NR 458 183 3l0 90? 2245 2511 15'-4'(164') mweTREBBE N.R- NR NR NR NR NR NR 412 710 1250 n39 2056 2920ll 111R -4'(2@8')F'lBTRE88E N.R. NR NR NR NR NR NR 960 1326 Ir.OTI 1849 -4'(232') P�BTRE60E N.R. �`'NR NR NR NR NR 735 418 150 1031 1282 1 1515 1 1116 21'-4' (25b'JPF£BIREBBE N.R. NR NR NR NR NR NR NR 80 340 B98 045 114 1359 1468 22' 01(2b4')FW5TRE56E N.R. NR NR NR NR NR NR NR 1b5 315 550 184 1041 1285 1399 24'-@T288'1F4xE5tRE55E N.R. NR NR NR NR NR NR NR 129 250 450 654 884 IOS2 1222 4~r_4^m SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH SF6-1T 8FI2-Tr 8FI6-IT 8F20-IT BF24-IT 8F28-rr eP32-rr BF54T �12-2T SFI6-TT 0-7 BF24-TT BF28-aT eF32-2T 3'-6' (421) PRECAST ID69 76D6 3574 6263 6137 1001 1569 2655 3524 5263 6L92 1001 4'-0' (48') PRECAST 2305 3060 4510 5325 b019 13b3 2308 3060 45-TO 6325 60T9 4'-6' C547 PRECAST T201 2040 2101 p 4043 4111 5319 1201 2040 2101 4043 4111 55T9 5'-4' (647 PRECAST 1016 n5 2216 9399 3961 4622 1016 n1D 2216 3399 3961 I 4522 PRECAST 909 15611 20 2593 NO1. 3 -2 4133 we 561 70e0 2593122 1 %70 4133 b'-b'Cl8') PRECAST 695 140-11 156 ' 2329 3251 3112n 035 1401 1868 7329 3261 3117 T'-b" l9@') PRECA$t 121 1065 1624m 2025a., , 2S7 372 724 67d 7025 2821 3228 (112') PRECAST 1 156 141 261 2500 862 1315 16439 2254 2619 1@'-b'C 12b')PRECAST 5151 S16 Ilfo�hm n36av 2011 r4Z4 695 1180 1412.3 2055 23-06Il'-4` 113b')PREGAST SCA SOZ6 1031.m, 1513r.v 1153 601 1042,., 131731m 19151u 2181 (144')PRECAST 45 124,a SBS.w.. 1369w 158512'-O' 410 550 94 13020m IBIS a� 201410 !Ib@')PRECAST 306n60l 1e51..4. , 1143m 132313'-4' 428 460 180w1 1le9., 16531.E WT 14'-@"CIpa')PRECAST 384 35e 56 1241.. ea3..1 1054..' 1220AA 410 425 In 1063 135ea1 Se21av' 1801 14'-a' (I1b') F'RESTR'ESSED 239 334 520 617 a25 91e. 1131 246p 6M 30 1518 1134 15'-4' CI84') FREBTRESSED 774 4lb9 911 106230 61240xr 14607 166e lel 4638,n' 156nv B13, 192 51211fa 141319'-4'(232') 167 3D41� 641�' 141166 PRESTRESSED 481411u, IOU. 12211 21'-4` l256'X'RESTRE90ED 142 34 56 6514T 3l21 I 22'-@'(2b4'pRE6TRE06 131 131 223 79Bm 1 358 3.19m 513 m 467m' 6881 D46 86 63 999r 24'-0'(288')PRE5TRESSED 174 119 A Zbl 347 416 497 u 561 124 7071 319 4 455 606 -1511, alb, Cgsr.�ism SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8RU6 s- aRFl4- able- alcPzz- 6- am - eRFb-IB aff69-IB 9114-IB aRFla-IB aFd Ja-6 aFPeb-I 9&-1 4'-4' (52') PRECAST 1635 1149 1 3355 3?00 4349 5421 1 6493 1561 1891 %99 6706 6699 8m60 I 9419 10893 4'-6' (54") PRECAST 1494 L596 3069 2992 3968 4946 1 5924 6904 1156 %99 52m6 6639 BObO 1 94T9 ic'm 5'-8' (&a') PRECAST ebb 520 I110 rilb 22—M 2839 3402 3966 961 24S1 4B6T 63a9 806A. 19111 9311 5'-I@'Cl@')PRECAST 610 B59 1655 1600 2124 2649 3114 5100 1113 2342 4242 66338060., 1402m 8106 6'-8' (aV)PRECA$T 191 901 1526 3120 5048 T141 9448 1360 Sol 1825 3120 5046 1915 U"Ta 106WmI l'-6' (9@')PRECAST 669 l55 1490 2459 3116 51A3 1D6 1490 2489 3116 5143 (116') PRECAST 411 466 156E 2259 3129 526 999 156E 7253 .512510 4"T-0RfN SAFE LOAD - POUNDS PER LINEAR FOOT TYPE' LENGTH -IT aRFm-rr er6aa4r aR14a-1r afd22-rr eRF2a-Ir ar�3o-rr afda-2T aRF�-2T ..14.2T a 5.2T aRF22.2T SRC .2T aRF3 -2 4'-4' l52'J PRECAST 905 16Ba 2362 3056 3151 4445 5140 SOD 1668 2967 3056 9151 44-05 5140 4'-b' (54') PRECAST 861 L604 2212 2999 3601 4215 4545 ebl 1604 a217 7939 3601 4718 4943 5'-8' (b81) PRECAST r 15 1769 n91 2376M 28D4., 3382 3911 616 1769 Il9l 7376 2De- 33e7 3911 PRECAST 655 1201n. 1146 2259 2'1T31N 3286<u 2199 655 1293 1146 2259 2113 3286 2199 (80')PRECA5T 510 9791w 15301 19eO, 2429n.' 28191u 3329 5l0 1080 1530 19e0 2429 2eT9 3929 l'-6' C9@'1PREGA3T 506 142m' 1364 165m 2166m 2561 u 7968 DO6 a99 1364 nb6 21bb 2561 7968 (116') PRECAST 395 4681.' ea41s 1272 1D40hu 18091au 71e01x 395 560 1012 13S6 I101 2016 2331 <^ZTm44n1GT4t LINTEL SCHEDULE LINTEL NO. LI=NGTI 4 TYPE IENTS COMMENTS L 1 17-4' BF28-15/1T L 2 3'-6" 8F16-05AT L 3 4'-ra' SF5-IB/1T ABV_ DOOR A55EMBLY L 4 4'-G' SF16-015/IT L 5 SFI6-15AT rou p Inc. 1`#Yl IV. f VIYML4 I\LI1llf11Y'I . LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 J W !7 w V w 4 ti U A A '^r SUBDIV. de LOT: CREEKSIDE LOT #1 PROJECT* 04321.000 MODEL; 4EDB 1972- ARDEN" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE 166 MPH EXP. C ARCHITECT STATE OF FLORIDA J DATE: DATE: 11 03 17 SCALE: 1/4"=1'-0" 1 SHEET 11-4' '1�- TOP PLATE 9 M— R DETAIL E: DOUBLE TOP PLATE 'I 2x CONTMCU8 STRESS BLOCKING MID WALL 8P4+32' O.C. MAX 2x 8TUD8 * 16' O.C. MAX, U.ON. EP �eSCRE � AS MR / FA8TNER SCHEDULE 19T FLOOR STUDS TO / 7ND FLOOR 8TUP8 SIMP'80N MST42 * 3V O.C. MAX PRE-ENG FLOOR TRU88 DOUBLE TOP PLATE---- * V O.G. MAX, UDxUDS 2x CCNTINCLL9 STRESS SECURE BT. PLATE TO STUD W/ BLOCKING MID WALL SIMP'SON SP4 *37' O.C. MAX SECURE ST. PLATE TO BLAB W/ }'xV ANCHOR BOLT W/ 2' WASHER -I' EMBED. MIN. * 32' HEIGHT OF GARAGE O.C. MAX, EPDXY NOT VARIES WITH SLOPE REQUIRED FOR EXPANSICN p BOLTS SIMP80N 8P4 * q ram— 32' O.C. MAX 1 '.• ••n 4' CONC. REINFORCED W/ 6'Xb' WIAXWIA r LLLLF OR RMERMII ON 6-MIL. VAPOR p RETARDER CN HELL -COMPACTED CLEAN F �U PILL. TERMITE TREATMENT TO BE in U I'-0. 4• BORA-CARE APPLIED AT FRAMING. (2) 5 REBAR ON CHAIRS I'-8. A 2 STORY INT. WALL AT GARAGE SCALE: I/1'=1' PJ" 3G�'-8" I1'-1" I, 10'-0" 15'-1' - I 1 6"X(o" P.T, P05T 1 1 (2 TYP.) I I I LANAI I I GONp. 1 I �'-0" 1'-0' I 111 d 1 12'-011 3052-SH (2)3052-5H �I �I 91-�11 � I w O 0z N I J3 9 O II zm�II Z-D II KITCHEN 8'-all cLG. Q 1 I-OP7. -1 REF I 3'-0" 4'-2' PAN. A 3 V W' .h `•'GLGV, In _ � 3-SH m N5 AS REQ. PER 5LDG, CODE 6(Zi88 S.G.D. u GREAT ROOM 5'-8° CLG. 42" H, HALF WALL W/ CAP cv cn 10'-2' dX4 -� LBW POST STOR. I I I SLOPED I I I I I GLG. LBW STAIR DATA 16 RISERS m 1.5411 15 TREADS m 10" +l" NOSING GARAGE 8'-8' CLG. 1(o'-0"X11-01O.H.D. —_—__ tun 10"-II-911 . FOYER - PIII 040 *'r TEMI-o,- 0TRANS, PORCHOil I OLUMNSO - 2'-10" L 16'-0' 2'-loll I 4 5'-011 11-4" 0 '-01, 11-4 ll 21'-81 15'-0' 3(o'-8" I21•_. 1,:.., I._. JI III �I•�: L•` LIB NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE, - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN, - FRONT DOOR ASSEMBLY TO 5E THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE PER (R302,5.1) F5CR &TH ED. (2011), I I v 'a 1ST FLR. I 2ND PLR. TOTAL LI GARAGE PORCH LANAI TOTAL A/C VOL EXTERIOR MASONRY WALL 5RG. HEIGHTS 1'-5" 5RG. HGT. 1111111111113 8'-8" 5RG. LOAD 5RG. WALL UN.O, ON PLANS COLIPONENT AND CLADDING WIND LOADS BASK: WIND EXPOSURE FOR 3 SECOND QUISTS OPENNGS AND TYPE SOUARE FOOTAGE ZONE 160 MPH WIND (Null} REMARKS MIN. WINDOW CRITERIA 10 5 341 45 EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA S.G.D. MIN. 12 5 30/-31 CRITERIA 8010 O.H.D. 5G 5 30/-38 Ib010 O.H.D. 112 5 29/-35 SOFFIT N/A 5 31.(o/-38.8 ROOF TILE N/A 3 -rc829/ -58.79 IF APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. A R C N I T E C T S Design Group ,„.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w W 0 W 0 H A q ti SU13DM 8e LOT: CREEKSIDE LOT #1 PROJECT# 04321.000 MODEL• 4EDB "1972-ARDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLANT 160 MPH EXP, C ARCHITECT: STATE OF FLORIDA ml DATA 11/03/17 SCALE: 1/4"=1'—O" mic °A.y t 10'-0 3/4" 2ND FIN. FOR. a'- a' 5RG. HGT. NOTE: STAIRS RISERS TO CONFORM TO FBCR 67H EDITION (2011) MIN. TREAD-10' MAX. R15ER•"1 3/4' 3/1W MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/6' MAX. VARIATION IN ANY R15EI` (READ HANDRAIL CIRCULAR GROSS SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRA5PA5ILITY WINDERS- MIN. 6' WIDE w NARROW END MIN, 11' WIDTH 6 W FROM NARROW END 34" MIN. HANDRAIL HGT. 0'-0' FIN. FLR. Ea. O VANITY THE CLEAR SPACE 5ETUJEEN THE HANDRAIL AND THE WALL SHALL EE 2 1/4" HANDRAIL -a 3b" HANDRAIL Q 36" U1/ 2X4 RE-INFOR NOTE: " HANDRAILS 5HALL HAVE EITHER 4 CIRCULAR CR055 SECTION WITH A DIAMETER OF 1 3/4"1 2" OR A NONCIRCULAR CRO55 SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" 5UT NOT MORE THAN (o 1/4" AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4", EDGES SHALL HAVE A MINIMUM RADIUS OF/8" H HANDRAIL DETAIL 1SCALE: 3/4" = I' - O' 0 3/4' T4G SUB FLOOR GLUED t SCREWED PER FA57ENER PRJ=-ENCs. FLR'. TRUSSES (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER W/(3ft 3" SCREU.16 6 EA STRINGER, UNTHREADED SHANK TO EXTEND HEYOND THICKNESS OF 5UE5-FLOOR SHEATHING \ \ 3/4' KICK STAIR DATA: \ PLATE 16R 's 754' 15 TREAD5 e MIN. ; w 10"+ 1" N051NG \ to, \ a STOR, \ \ 3-2x12 SYP STRINGER NOTE,—- REINFORCED W/2X4 SPF W/CONT. HEAD OF \ ,ENCLOSED ACCE66IE5LE SPACE UNDER SU15-FLOOR ADHESIVE \ STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARDS. Fi3CR R302.1 PL-400 OR SIMILAR g EA HORIZONTAL RUN 2 X 4 RE-INFORCING \ e EA. 2 X 12 STRINGER \ SECURE W/12d 6'-5" P.G. STAIR D E T A I L 2X4 ATTACHED W/ 1-� MASONRY NAILS ®2X2X 4 P.T. ASLEEPER INTO €+LA6 WITHIN S' aca�E• in •r-o OF EACH END, 32' O.C. MAX. FIRE -ENG. FLR. TRUSSES 42' H. 112 WALL W/ CAP 36' -8' 3 _6' 10'_0" 9 8 13 oil 4X6 4X6 3052-6H P05T 3052-51-1 3052-5H POST/�' EGRESS EGRE55 EGRESS 3-5Hr7: ]I m OWNER'S SITTING 1'-0" V 3' A/C, CHASE 4) t � ' F T\ /-I io Al X I m m L_�A/G�� 2-5 OT c0 cq IV G.u1 V.1 LAUN. 4X6 0 GLG. P05T L - - J — — 1R-15H -1I_411 I, 31_4" �D_D; G, II OWNER'S SUITE a'-O" GLG. Rm o STAIR DATA 1(o RISERS A '1.54' 15 TREADS 0 10" +I" NO51NG---7 �� BDRM•#3 5'-0' CLG. 3052-SH 3051-5H EGRESS EGRESS T-10" yl� 36 "x60' -1 SHUJR. PAN 0. BATH CLG. �i•ri 00 TEMP. TEMP. 0 in 7'-S" U SE E� R PLAN NOTE: -2-0 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-5 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE I a A R C H I T E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7 74-4078 www.abdesigngroup.com AA #: 0003325 w w D w 0 F A A SLTHDIV. de LOT: CREEKSIDE LOT #1 PROJECT 04321.000 2dODEL 4EDB "19'72-ARDEN" GARAGE SW3[NG: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C DAFT 11/03/17 SCALE: 1/4"=1'-0" SHEET 3 +/-2ro'-2 1/4' BRCS. HGT. DECORATIVE F0141" I DRAIN TILES 18'-0 3/4' 2ND FL BRG. HGT. FYPON 18"Xro2'— DECORATIVE SHUTTERS OR EQUIVALENT 10'-0 3/4" 2ND FIN. 8' - 8' BRG. HGT. 6' RAISED BAND- OPT.COACH LIGHT 0'-C" FIN. FLR. 18'-0 3/4' 2ND FLR. 5RG. HGT. ME 10'-0 3/4" 2ND FIN. FLR. — — 5'-5' 5R5. HGT. 0'-0" FIN. FLR. IL— — ■111111'1' I��I'��E� SHINGLE ROOF 16-0 314" 2ND 5RG. HGT. FYPON 10"X48' DECORATIVE SHUTTERS OR EQUIVALENT ld'-0 3/4" 2ND FIN_ PLR S'-8' 5— . HGT. \.-4' RAISED BAND CTYPJ 0'-0' FIN. FLR. TEXTURED FINISH "5PANISH" NOTE: WALL FENESTRATION FLASHING AS PER FBCR R-103.4 12 OFF RIDGE VENT OFF RIDGE VENT REAR" EILEVATI TEXTURED FINISH 3/4" HCaT. El 10'-0 3/4" 2ND FIN. FLR. — — 8'-S' BRG. HGT. 0'-0' FIN. FLR. AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1176 IN UPPER PORTION OF ATTIC = 588 SQ. IN. (BALANCETO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free arez TOTAL# OF VENTS REQUIRED = 5.11 TOTAL# OF VENTS PROVIDED = 6 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEETOF SOFFIT REQUIRI 84.00 nDBECO® DIE'TAI L SCALE: 1/2" = 1'-0" A R C H IT E C T S Design Grouping. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 solill F W w a 0 w a "h w U Q ti A SvBDIV. ae LOT: CREEKSIDE LOT #1 PROJECT* 04321.000 A[ODEL: 4EDB "1972—ARDEN" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA a DATE. 11/03/17 SCALE: 1/4"=1'-0" 1 SHEET 4u IN I ( It 10 ,1 10 `01 TEXTURED FINISH TEXTURED FIN15H A R C H I T 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 J w w O W 0 F cj U ro W A R SUBDIV. ee LOT: CREEKSIDE LOT #1 PROJECT* 04321, 000 MODIM 4EDB "1972—ARDEN" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATIONS 160 MPH EXP. j ARCHITECT STATE OF FLORIDA 11 /03 /17 SCALE: 1/4"=1'-0" 1 SHEET 10'-10, 10'-10' 4 WAl e 8 WA1 SHEATHING t0 LAP FRAME t0 GABLE 1 CONNECTION 12" MIN WAl yA 7A w.a2 WA G.J. 12 WA5 4A I 5C WA3 WA4 TYP. I 16A ITTFi 5 WA4 WAS 1 WAl 9 W WA WA TYP. 4B WA3 TYP I= E= HH FRONT IELE" VAT I NOTE: WALL FENESTRATION FLA5HING A5 PER FBCR R703A —G " BUTTERFLY METAL LATH WINDOW CORNERS 10'-10' S'-10" 8 II 12 1 1 WA WA WA U I 15 U U WA WA WA MIN. I WTYP. TYP. 4 WAl 7B 7B it WA WA2 WA 4A I TYP. WA3 TYP i I I WA II II II II REAR ELEVATION ®—C ' BUTTERFLY METAL LATH e WINDOW CORNER5 A R C H I T E C T S Design Group,„c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W w a v W a h to A ti A ti MOM ec LOT: CREEKSIDE LOT #1 PROJECT* 04321.000 MODEL• 4EDB "1972—ARDEN" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATION WALL ASSEM�3LY 160 MPH EXP. C Aje 1 U GHT ELKIVIATION 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 J W W O W O F U r� W A A h 2 SUBDIV. ac LOT: OREEKSIDE LOT #1 PROJECT* 04321.000 MODEL• 4EDB "19'72-ARDEN" GARAGE SWING: LEFT PAGE: LEFT & FRIGHT ELEVATION STALL ASSEMBLY 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA y DATM 11/03/17 SCALE: 1/4"=1'-0" SHEET 1C.I EONNECTORSC41F.UlFF CONITOLDAT1 01{5,1] MITek OR SIMPSON MITek IMP SIM SON DES, III GRAVITY DES, UP LIU GRAVITY ASTENER FASTENER H TA 1IS 18 USED META 16 END 310aX 11/Y- PLY, pI 16d 2 PLY, EMBED4' FIR 10axl 11r 1 PINIOME 2-PLY, EM1BI I2I HTA l61a 343J I2I M14TA lfi SYgi -: Tod 11/I'1-PLY, EMBEDa' (lO(1➢dx I t/Y 1-PLY,EMEED4' 15 C2115d PPLY, IMEBEOa" .� 114) 15d 2PLY, EMMI TEA 16 1. ISLA-TO IRO S3d%11/2', (8) LEE 2-PLY, EMBED4 (9)10ax 11/2' 1-PUFFS) Md 2PLY, EMBED4' H TA 3l 1HN ISLA-'d 1B1(i ! 31'Odx l 1/2', Ia116d2-PLY, EMBED4' (9)10dx11/2" 1 PLN(N Md 2PLNEM1HED4r 2 HTA31 2490 I2I LETA-DO DOM 12, 10dx 11/2', 1-PLY, EMBED4' I10)SOEx I1-PMEM&➢4' BE. 0) lad YPLY, HARBOR IS)164 2PLY, EM&94" LOGO 2261 OT2 DING Iu(511/4 "x 2° We$e SI Mdi ws,—(16)DOS 1-TWA21/a" PRNrWOOO(16)Sfd MA-2) DIED DEAL SO m6 'SE)-Idx I JA S PLYALTERNAR USE OF (2) HAHMAE @FAISM (MIWdxII,U, 1 PLYALTMNAR USE OF DRHETAMACCEPTAB4 UGT35+ 4IF5 MGT+ PEES 1)5U'A,T.R, INOWSTLLI4GTHEPM(MIN.12'WUCI,12ZIWMWOOD 1)5/d"AL0.1N Hld BTRENGTI@COY MM, 12°EMEED, 2211M 10 W➢OD UGT2+ 9131 HGT 2+ low 1OCU(8)1Mr MASMRYI2)@4'ATR 1)314'ATMINHI315TRENGI W.Y(MIN.12'EMMDI,O.)IWWW CO UGT3+ ROD HGT3f 111530 OEFIY)jONMABMRRY42)3Y4°A.T.R 12)31 IN HIM SIBENGM SPIRY (MIN. 12- VARIED), 116) 1OdTOWM D III a 35T LGTP-1.25 CONE 4)WE, 5'WetgeBP%+Mtl1oyWODD(1) WS25 (12)SIMl/4FU' TO GIRDER,(4) 91815-SIEN HDIO WALL }p 1510 PARALLEL TO WALL 14hJ PEAPENOINURTO WALL LTA2 1210 PARALM.TOWALL 1Y10PERPENOIOJWLTO WALL 101101111/Y 110)10 xS-1/Y DOTE 4175 VIER 440 1)5/8"A,T.R, IMHIGHIMUNGTI EPWR(MW. 12'EMKDI Wd IV I6I 10d FACE/IlDRIDI WrIXC£TRIBS I1)5/d'AS0.IN HICJI STRDVGM@CIXY(MM.:T E'.tEE91. ;1E13@1/4'x3" pGT AM (2)VGr T33 46/8"A,TR, IN NI(N 41RpIGIN EPN{Y(MIH. 12'FMBFDj,(d11M (2)6/8'A20.1N HI(316iRfNGM@dIY(M'N. 1'<'SN"eEDI•',3-15[5 `_14 "x3" 1W 12 USE MR -12 lOD 14) IOdx l l/Frr1i411R1 (1A11W%I3(Y TW 1E 12W HISTODUED 1611Dax 11(i",It6)10J 116)Max Iair TWID ISSO HIS SO 1450 2A 10d%11(i'.423)IM I.)BAN, 11/aF TWX UP 11 ITSOR100 MI10dR11%i''i 1201 (rN)1Mxi OY2" TA 12« BUD LSLPI 925 301M (101M TA 18 ff IDES LUA 18- 123 1411N (14)1M ZETA 18 IT 1310 PASTA 18 it 1315 14I1M (14)1M MSTA24f+ ISfO MSTA24+f I.0 181D4 (1&I3M MSTADOff BE, MSTADO+f SEEM 911M IT-0l0d 05.DCLI IDda MSTABY ff 250 261101 (26j 1M F' OLDIE amA�',,'A. 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IM xI(3151RBNCM@0%Y,(MIN. 2'FMBEOj IN CONC.,(lYlfd iO WSO (TISSA-ATRINHIGESMEN71HUMVI rEMPED,I INCONC,r I12BIJIOWNO ls— in _719. BE) 113/4"AT.R. INKSWFHG LIMY,(MIN.7wWWO)INMNC.,()IMTOWOOD SIa/4-ATRINHI(NSTRENGM@arY,(MN.2"EMBED)INCCNC.,IBIIMTOW(l]D s FREON LOG LTTWEI lND 113/4 A T R 0 WON SIRENGM@MY, (MIN, T@ABEE) IN BONI(lt)1M%1-U2TOWOW III In'A T R I N HIGH STRENGTH PUY,(MIN ,)"EMBED)IN BOND, (10)1RINDIV O g TT45 41M MII4 ROSE 1)5/e ATR+M xIGH8111FNGIXpCY.Y MINA iEA9m)INCCNQ(M)Md%21/Y SIS/e°AT%JNHI(Ii STRENGTH@OCY(MIN, T EMI IN CONC„125)I6dX21%I 745 BOB HIM 503 115/B ATR, OM MIGHBIRQEGM@(NYIMIN Y'EM19E0)IN CCNCr(26)1fid%21/Y (1I5/8"AT0.1NHIWI ENGIH9O%Y(MIN.TEMBED,)INCONC„125)IWX2VY UPHD31+ 14R6 HHDCa I SIM 25+ 118ID 1'ATRIW IM5a15TRBtlGTH@MT, MN 30"FpHm)IN LCNG,(24)WS3 WOWSCREWa {S S"MLR IN Wd 81RENG(H EPD%Y,(MIN. 30'EMBEO.)IN CONE. �)SDS Y'x Td"W0.VSCREN'S PHr6A ZEN SETS OR, 5/B AB IM'MItlI81RQ1GiH@MY,(MIN 2"EM1EDD)INCCNO(14)N53WDWSMEWS III2j8"A&INHIGHSTMNGM EPDXY MN. I"EMBED.)INCONC,U1314'9TIDEU'ISTOW0.0 TOW /Hf 171V AB INXNGX 9IRMGM@CXY,(MIN,)'r EMESD) IN WNI(3) 718'ST.DB0.R TOWOW wxOC410 U' 'mod- Z FM.L.Al ISO 21ID MaxA 31 SEPN BEEN1YNA A1/2"1 BOLT11N MN9EMI®&NOTlE43 THAN 1'ROMEWE(F CONE W/31Y'OIA IiW RAM1SEi/A@HFAp BOLTSIf ANCHOR OR EOEMBED IASW//AN 5-TAUID IN FACE.1141ORAT105T ) )1)3/4'XT&MHIGHSTRENGTHEP XY,IMIN. 675'EMBEDMEN INC.M.U,MP,(113/4'AT.RINHIGHETRENGIH PO%Y,(MIN. 6A' FMBECMEN A C M. LL FACE, (18) IOC TO BUM .ISf 121E 3Obt 271)(100%) LSI WDDD 3fiR 26Cil ItC3b ,I lad TOx6�FA (10)IW IOwoCO !1%16aroxFADfA, (10) ME rowWD 33a("'o DOE Ib°h) NSOIF ICMUI 1y0 SIXp ICMUI 1Nx1 45W IB)1/a'^x A"' W93sTAEN6, (10) IMro 6^TpPPDM iM TO WOCO OCO. L15P1 QM IMOI ITS) 1/ax2RT4..TRNI9 PER FV,NGFj TO CMbIlLh 1MTO WOCR D230.21F ICMUI 1#A SCCO HucUI ICMUI leb 45La 1511/4HIP 3'° 35C4SY5, I1pIlMTO oCO. LISP )- �j16^TAPPIX+, Ile: SMIO WLLO 18 ( )/ /4"iIRN ABET FLING TO WL,1 IMTOWCCU HD21031F CMIl 1$0 SOXI HUC21a3 ICMUI 1@SI 45N a,1l le tfa'^x 3"" YA6aSCAfNS, lIA IMT9 ) DOE, U@ IAG-1APPER,,110) SMTDNroCO (18)1/4x2R14'TITEN (9 PER FLAN(iE)ttl<ML(1G)IMTO WCCR GUM262 DIED W6 LGUM262SO S 143T 55]i 141 3/)A BdM Andory NOW 4 N63WWD SCREWS {) (4) 9/8 x 4 THEN XD PROBERS 2P@FLING N Crl4(4) 1/4 x 21/25W SCREWS TO WOOD ( f) HIGH STRENGTH EPDXY=LISP CIA-GR 71D16G. LWTAR'HE ARCHITECTODMEN EER OF RECORD III WRITTEN APPROVAL PRIOR TOSVgTRIT NO FOR SIMILAR EPDXY PRODRATS. f WHERE AN CH OR EMBEDMENTS GREATER THAN Tr DEEP TH E VERTI CAL CELL IN CM.0 WALL MUST BE HJUTSOLD PM LIIOd COMMON NAILS CANPEnU95iR111EDWI1H Wdx31/2 NAIISINIANIUNCTIONWITSA2YYRFPCIIU1N1MALu.TNA<_IEIAAD.WRRTEE4MMP KFROMTHEARCIIIT6AEQUEDMRTHISAPPOGTIONPMMMIMTALL4TON. ITT MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE 5", MINIMUM EMBEDMENTINTDNEFCLNMTONWILLEET' AT.R. AHN7 ALLTHREAD RODSIII, PROTEC110ti I'S E, LENGTH ETC. VARIESI - BECAUSE OF THE WIDE VARIETY OF MATURES, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTOU THE CONTRACTOR MbT BE RBGCNSIRM FOR W RAGSHAET ATTHE PROPER CORROSION PRCTECTON I9 WED, WHEN ISINGSTIINIESSSTEE.CDNNE .,.ESTNNMSSTGELFAST.ERS. WHEN(PING Q/ HIS GALVANIZED CONNECTORS, ME FASTEN€RS GALVANIZED PER ASIRA USE OF EXPANSION ANCHORS'ML BE @ACNTD ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROYALFRCMTiE ARCHITECT/ENGINEER OF RECORD PRIORTOME. ALLCONNECTORVALL ES U SEO CN SIMPSCN'WO W CONSTRUCTION CONNECTORSC COO11", "HIGH WINDERESISTANTCpJ5TRI1CT10N FGNNRMGi6, ANDAIICHCW'NG & FASTfNING515'IFNR FOR CONCPF'c 8 MASIX4RYCATPLOG C3pS e(N2&ldP5TglL'Npp1CONNECTCIS ALS-2114 SOFFIT SHALL COMPLY WITH FBC R703.1.2.1 PAMNG NOTES: . HURRICANE STRAPS TO BE MITER US' OR EQ I U.N.0. 2,7P] CAL HURRICANE STRAPS AREAS FOLLOWS, III 'FOROPEN WESTROS56 TROSSTOIWL40NRY/CCNGEIESXALL BT.IITA'lo INCLODING RLlOI11RlPSES -FOR FLOOR JOISTS IdOIS I- STRUCTURAL RIM BOARD TO MASONRY/C.ON MILE SHALL BLHTA16 AT 32"ON COMM MAX, 6TROCNRAL UM BOARD W/PERPENDICULAR IJO&TSTMP TO MASONRY/CIX CREIESHALLBE HTAI6ISAT 24" CW CZNTERM -TR WS TO WOOD FRAMING SHALLBE MMf12 (INCWING FLOOR MOSES) 3. TR W S TO TRUSS CONNE710M AND HANGER SHALLBE DESIGNED AND S W PLIED BY TRUSS MANUFACTURER REFER TO TRUSS MAMOFACNRER'S SItlJm ANOSULED MAWIN OR FOR LOCATIONS, PROFILE, AND SUE OF ROOF/FUcCE USB. NFAOFR SPAN CHARTS MINIMUM WALL& REAM iID REQ. ARE STANMRD U NOON FISAMNGPIAN E.MM 2W HIP CJTMOC%W GSECURED W/RIOd GUN NAILS OR 3-12EHANDDUrfS M EA ENO. CJT PIT•:. & BEVEL TO FIT TXiLIFITIMS 15 PER. gECdARFMNIS. ),INTEND AND ATTACH WALLSHEATHING PAST FLOOR M W SES TO TOP DEMOS BEARING e. PROVIDE ORPFTSTOT•PING IN ROORiRLPSfS AS REOLVRED FOR f.SU 1ttDSP. LCMPARTFJENTPEA?T 1 LBC AFSIDEMIAbSEtT-0•p FSJ212 9. REFER TO DETAIL B SHEET N FOR 15TOPY INTERIOR LOAD SLIMING WALLETMPS & DUAINE, HEADER SPAN CHART SINGLE 5TORY APPLICATION 512E CLEAR SPAN DBL 2 DSL 2 DBL 2 DBL 2 x 6 x 5 x 10 x 12 UP TO 5'-4" 5'-4" TO 1'-0" -V-0" TO 10"-0' 10'-0" AND OVER TI STORY APPLICATION DOLUN STAIRS SiZE CLEAR SPAN DBL 2 DSL 2 DSL 2 DBL 2 x 6 x 5 x 10 x 12 UP TO 5'-0" 5'-0' TO ro'''-4" 11 TO 511-011 8'-O' AND OvER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 51-01 U.N.O. 4'-11 1/2E l'-11 i/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 1 1 3 FIRE DRAFT STOP PRE -ENG. _ FLR. TRUSS ELEV. VIEW PRE-ENG_FLR.TRUSS 2X4 NAILER FOR DRAFT STOP 3/4' PLYWOOD / DRAFT STOP PLAN VIEW Lx4 IVHII-l-K FOR DRAFT STOP DRAFT STOP DETAILS (2) 2X12 BM. TO &X& POST (2) M6TA-24 S (1) HTS-Iry P05T TO SLAB ABU&& (TYP. 2) 2X12 45J1 -- 1 IEJ3II -- II I I I I I III N�fQ, K110— mNNN I X —UII1I Nil It It tl it Il ll YI Il It II 11 II II II II Ii II Ii II II II it II 11 II li II 11 �� i� �i i;. II FTI III II FT3 I n C1 lip I 1 lip If II It II iil-t IE II 11 I�Iiilip nppIIIIIIiI II 11 it 11 it fill It 11. it 11 ,1 II II Ii iI If II 'll II II II TRUSS TO 4X41 I, If 11 If If 11 It I I POST U/ (2) MT6-12 11 LA POST TO SLAB I HTT-4Lj LBW li II ,I i I I 1 1 i l l l l l l l i l I�I I IY II II 11 EI II II 11;-10 FT7 ®i M^Y I] 11 a�a III •� � V u1 — . t( . Qrl i 114M1 II II II 5LK, COL. TO 7-15' A.F.F - (2) 2X12 BM. TO BLK. COL. W/ (2) META-16 ) METE I-16 HUG-410 A R C N I T 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 J N V, N N 1]. O ti Ca W A I 15 ti SUDDIV. & LOT: CREEKSIDE LOT #1 PROJECT# 04321.000 MODIM 4EDB "1972-ARDEN" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FRAME 'PLAN RANDY 09/23/IkP ,� Dp 11/03/17 SCALE: 1 /4"=1' - 0" 1y CONNECTOR SCHEDULE ICO%TnOEOAN 31M17 MIitl11EP 51'.BCC'u MITWLAP SIMPSCM FASTPIFA ES. UP LIES GRAVITY E5. 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USP 1013Rfi'°TMPEpIIOI IOdA WOW q'NI WOW Y4)Y,53WWOSCAfWS (4)3A.4TNFNHOAN Mt2P@FWNGOTOW4(4)1AX.1/25E65CRF MWWO GUI 232 Eo6 14W 55g (413f6r%4'WF18eBdt+APMPrs, HIGH STRENGTH EPDXY = UP CIAGK7C0>C CONTACTTHEARCHITECT/ENGINEER OF RECORD FOR WRITTEN"PRWA PWORT03UffiTITWi1N6FtlL5VN.AR@O%Y PRODLLIS. +WHERE ANCHOR WHEOMEMIS GRFATERTHAN l' DEEP, THE VERTICALCELLINO,M,U WALLMIHTPEFIUEDSCfiDWfi1CUR. ..1 W COMMON NAILS CAN BESL85TITURO WITH IDEA 11/Y' NAILS IN MMUICTION WITH A 2W REDU THON IN TAE PLOWABLE LOAD NIREETEN APPRWMFROMTHEARMNECTS REQUIRES FURTHER APPILIGIV N PWCR TOINSTpIIATCN, MINIMUM EMBEDMENT INTO THE TOP OFA BONDBEAM WILL BE S','dNIMINEHRFIXrENTIN1OTdEPoUNOAIICN VfiLLBE 3" W A.TR.=h30> ALTIREW ROD (SIZE, PRCE ION TYPE LENGTH, SM. VANE) S a BECAUSE OF THE WIDE VARIETY OF MWIERA'S, LOCATON5, AND CONDITIONS THAT MAY AFFECrCONNECIMS,THE[pJTMC1C1R MU5TBE NNPONSIEU FOR MAKING SLAEWATTHE PROPER CORROSION PROTECIIMB USED, WHEN (SING STAINLESS STEELCONNECTORS, USESTNNL6S STEEL FASTENERS, WHEN USING TZ / HOG GAL`IAN ZLU WNNELIUM, LSE FASTENERS G1LVpNIEW PER AS1Ma153 USE OF EV AISION ANCHORS WILL BE EVALUATED MAN INUMDUa WIS AND MWTHAW WRITTEN APPRWALHKOM IHEARCHIIER/ENCiINFER CF 0.ECdl0 PRIMIO WE ALLCONNECTOR VAILES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-COO 33','HIGH WED CCNSTWCCION FC-'IHNRfaG16,AN0ANMCRN6 & FA)B4NGSYSTEM1S FOA CONCR'.lF & AVSWJAY CATALOG C5A5 20I2&ISPSIRISRRALCCYJNECFC&5 E11S311S SOFFIT SHALL COMPLY WITH FBC R703.1.2.1 FRAMING NOiEI 1HURMCANESTRAM TO M MITE'LSP OR EQUAL LLN O 2. TYPICAL HURRICANE STRIFES AREAS PoLLU45, UN.R r FOROPENWEBTRISE THEM TO MMONRV/CONCRETE SHALL BE HEALER (INCLUDING ROORTRUSEI. -FORROM)OBTS(LIpISTS)�STRUCTURALRIMBOARDTOMASONRY/CMCRETESHALLBEHTAl6AT32'ONCMnRNNX.SAU(: RMLWMB MPW/PERP DEDII IJOISTSTUP M MMMRY/CCNCRETESHALL BE HTAIfi IO ATX' CN CENN@MAIL ' TRUSS M WOOOFRAMINGSHALL BEMIWI2 (INCLUDING FLWRTASS61 3, TRUE TOTRU G CONNECTIONS AND HANGER BRADLEE DFSICN W AND SUPPLIED BYTRlb3 MANUFAOTLRER . REFERTOTRI$ AMNIffACR)PER'S SIMm AND BEAUS DRAWINGS FOR LOCATIONS, PROFILEANOSI2E OF 0.WF/FLWR¶llSSE. 5. HEADER SPAN CHARTS, MMMUM WALL& HEADER STIR REQ.ARESTANCARD U.N.00N'-9AMNGPIAN o.MN 2MHIPCUTBOGiMGE[DREDW/3 GUN NAILS OR912d NANDOPhF9@ EA END curaT`CH s,S'VEETO Frr TIGHrTQTRISi PS PERava reEWREMENrs. >. EXTEND AND ATTACH WALLSHEATHING PASTFLWP TRUSSES TOTER DEMME BFANNG 8. PROVIDE ORAFTSTOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX IOW SF. COMPARTMENT PER Ml] FBC REGUNTII SECTION EGGS 12, NF'ATIFR SPAN CHART MINIMUM WALL AND HEADER STUD RE LJIREMENTS SINGLE STOR''I' APPLICATION S1ZE CLEAR SPAN D5L 2 DBL 2 D5L 2 D5L 2 x x S x 10 x 12 UP TO 5'-4' 5'-4' TO 7'-0' 7'-0' TO 1011-01, IV -& AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 DBL 2 x 6 x S x 10 x 12 UP TO 5'-0' 5'-0" TO (p'-411 6'-4' TO S'-0' V-0' AND OVER MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 81.0' U.N.O. 4'-11 1/2' -T-11 1/2" AND UP NUMBER OF HEADER 5TUD5 SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS .. I AI -I I filei8'Y ^= I IG AB"1CIC 1 2 3 12 5fP) ' OSB NAIL (3) 12d m (o"-S" C.C, TYP. 2x12 BM./HDR. TRUSS TO 4X6 POST (2) HTS-20 P05T TO 5LK, HTT-4 2X6 g 16' O.C. TYP. TRUSS TO 4X6 POST (2) HTS-20 POST TO 5LK. HTT-4 IX4 DIAG, BTM. CHORD BRACING, TYP. S 5J1 5J3 gem �2 2- i DIAGONALS FOR BOTTOM CHORD 5RACING 0 MAX. 20'-0. O.C. n- TRUSS TO 4X6 POST (2) HTS-20 POST TO 51-K. NTT-4 5J3 5J5 C 5J5 m m � � TRUSS TO 4X6 POST VGT/HDU4 POST TO 5LK. HTT-4 TRUSS TO 4X6 POST HTS-20 POST TO 5LK HTT-4 A R C H I T I C T S 1 DSIgl1 Grou p 1nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F`1 N LQ w U w C4 QH Y4 Q �r q svinrv. LOT: CREEKSIDE LOT #1 PR04JECT# 04321.000 MODEL. 4EDB "1972-ARDEN" GARAGE OWING: LEFT PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHRECT2 STATE OF FLORIDA 'CIA 0t 2 DINT A 11/ 3/17? 3CAI.C: 1/4' =1'-0" ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110v CUTLET 110V OUTLET IR OF OUTLET WIRED TO SWITCH GFI 110v OUTLET EOUIPED W/GRND PAUL INTERUPTER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION GFI OUTLET WTERRUPI'ERT 41 SWITCH SWITCH SWAY OYEP- $4 SWITCH 4-WAY OPER- WALL MOUNTED LIC4HT CEILING LIGHT `Ql VP VAPOR PROOF LIGHT r \d\ RECESSED CAN WALL SCONCE PRE -WIRED VENT. FAN I GFM PER SO. FT. VENT. FAN W4.IGHT I CrIl PER SO. FT. vANITT LIGHT FIXTURE fSPEG'8T5D BY I J FLUORESC WRAP IGHT AROUND AROUND _ 2' FLUORESCENT — 4' FLUORESCENT 4' TRACK LIGHT L om PANEL Eiiiim METER O S.D. SMOKE DETECTOR 5ATT. SACK -UP W/ HARDWIRE WALL MOUNTED Barr- 73ACK-uP Sn- SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W1 /CO CARBON rl N SMOKE DETECTOR HARDWIRE NTER-CONNECTED SHALL 5E A DISTANCE COMBO OF NOT LESS THEN 4' PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WATER NEATER DISCONNECT AIR CONDITIONING TV. I 1 TELEVISION JACK TO 5E SUPPORTED N JO J.SOX ACCORDANCE W/ 50D CEILINGS FANILKaHT /_T4- !vW.-E:S� FLOOD LIGHT F;P OPT. SECURITY KEYPAD HE Pa PUSH-HUTTON FOR CHIMES U815 PORT NOTES: LOCATION OF Tv JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED Q HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (20I1). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI w ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M1501A F6CR 6TH EDITION (2011). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR &TH ED (2011). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011). ALL LAMPS SHALL BE SELECTED BY BUILDER AND 159p OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EMCIENCY) 201'1 (oth EDITION R404.1 OUTLET — FOR VENT OR MICRO METER FIELD VERIFY LOC. ■ GFI KITCHEN GFI I QL-I i�owl L--J PAN. — — — — — — — — — — — — — — - LANAI CEILING I MTD. I LIGHT TO 1 PRE -WIRED\ BE 1 INSTALLED, PROVIDE I = CLG FAN J-BOX I :I I FOR OPT. I ] ) FAN I SWITCH IN CABINET FOR DW -- II GFI OIWHI 'T' V.U44' GARAGE DOOR \ BOLLARD \ A$ REQ. 1 ) PER BLDG. CODE / KEYLESS Z FIXTURE Q GFI IRRIGATION OUTLET 0 46' AFF. GARAGE GFI LIGHT f SWITCH UNDER STAIRS 7----- --- — OPT. — — — COACH LIGHT GREAT ROOM PRE -WIRED CLG FAN [ S/CO � — — — — — ION FOYER! PWDR. _ z'ti\ / wP P B. FOR GFI \� CHIMES fi I / PORCH 1 h0'' C 0 1 0 [ PROVIDE SO-D °00" PANEL LOAD CENTER OR EQUAL. SERVICE 120/24OV, 1PH, 3w MINIMUM BREAKER AIC 1DK BUS RATING:150 AMP LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT. NO. WARE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 12 8 35 CONDENSER AIR HANDLING UNIT 80 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 17 181 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 20 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES DINING ROOM RECEPTACLE(S) 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. #4AOFTS LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 15 IRRIGATION CONTROLS GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES SPARE 31 32 SPARE SPARE 3334 SPARE SPARE 35 36 SPARE SPARE 37 381 1 SPARE SPARE 39 401 1 SPARE NOTES: A. CONFIRM BREAKER AND WIRE SIZES MATH 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 MULTIWRE 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 k DATA WARE 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. 15O ,AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH EDITION C2011) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS Jr LAiN 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" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 60 PVC CONDUIT UNLESS SERVICE IS PROvIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID, LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP !NEC CODE'D2) HOUSE PLAN: MODEL "ARDEN" LOAD INFORMATION VA 1972 8Q FT GENERAL LIGHTING X 3 VA PER SQ FT 5916 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 600 1 MICROWAVE 1600 1 REFRIGERATOR 1200 SUBTOTAL OF GENERAL LOAD 38316 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 409. 28318 VA x .4 L0828.4 TOTAL NET GENERAL LOAD 20528.4 3.5 TON HEAT PUMP (W/ 5KW EMERGENCY HEAT STRIP) 21 AMP x 240 VA= 3.8 TON COOLING SYSTEM 40 AMP x 240 VA— • 9600 NET GENERAL LOAD 20628.4 NET TOTAL HVAC 9600 TOTAL LOAD 30126.4 CALCULATED LOAD FOR SERVICE 30126.4 VA/240 V= 126 AMP 150 AMP SERVICE 'WORST CASE SCENARIO — HIGHEST HVAC LOAD USED FOR CALCULATIONS." NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 vA 3000 VA 6 100%, REMAINDER a 35% NET LOAD: 6,94E VA RANGE: 12,000 s: 10% 5,400 VA DRYER: 5,000 0 -709. 3500 VA TOTAL 1504-B VA NEUTRAL AMPACITY: 18AV3 / 240 = 18 A 02 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 3*210 CU THWN + 1"6 CU IN 2' CONDUIT OR 3 *4/0 AL, THWN + 106 CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT aq OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I MLA E NEMA 3R ENCLOSURE PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROV1810N5 OF THE FBCR 6TH EDITION (2011)12011). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C N I T E C T S Design Group I��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 go F W t w U w v O yF w to Q C�v A [1972—ARDEN" UDDIV. do LOT: CREEKSIDE LOT #1 ROJECT* 04321.000 ODEL4EDB GARAGE OWING: LEFT PAGE: FIRST FLOOR ELECTRICAL FLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA f - DpT 11/03/17 SCALE: 1 /4"=1' — O" w n v n .. c v . v ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 12SV OUTLET 20 AMP SINGLE POLE 110v OUTLET 110V OUTLET T OF CUTLET WIRED TO bWITGH —P} GFI 110V OUTLET AULT INTER ED R (TAMzRNID ER INTERUPTER (TAMPER _C77 RESISTANT TYPE) 220V OUTLET C4) WIRE CONNECTION LUP EXT. WATERPROOF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER. �4 SWITCH 4-WAY OPER. % WALL MOUNTED I� LfGHT CEILING LIGHT \011) VP VAPOR Fl;k F IGHT REpE88ED CAN WALL SCONCE FRE-WIRED G� VENT. FAN I GFM PER 80. FT. VENT. FAN I CR I PER SQ. FT. WiLIGHT VANITY L G FIXTkTURE (SPEG'8 TBD BY BUILDER) FLUORESCENT RES 1 WRAP LIGHT AROUND gRpUND _ 2'FLUCIREWENT 4' FLUORESCENT p7 4' TRACK LIGHT Il®� PANEL METER SMOKE DETECTOR GATT BACK-UP BY HARDWIRE WALL MOUNTED BATT. BACK-UP SMOKE DETECTOR W/ HARDWIRE BAIT BACK-UP W/ SAGO CARBON MONOXIDE SMOKE DETECTOR HARDWIRE INTER -CONNECTED BHAI-L 8E A DISTANCE CCM80 OF NOT LESS THEN 4' FROM WALI- PENDANT LIGHT NATURAL GAS OUTLET ` TELEPHONE JACK W-I WATER HEATER IGNITION 80999E TO BE ELEVATED DISCONNECT MIN. 18' AFF. A/C AIR GONDITIONNG DI8CONNEGT TV. TELEVISION JACK CEILING BOX REQUIRE TO BE 8UPPORTED N O J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX REQUIRE TO BE SUPPORTED N CEILING FAN BLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OFT. SECURITY KP KEYPAD P.B. F'U844-BUTTON FOR CHIMES —+ U58 PORT NOT 5: + LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO BE VERIFIED m HOMEOWNER PRE -CONSTRUCTION MEETING. + ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR &TH EDITION (2017). + 20 AMP pEDICATED LAUNDRY CIRCUIT. + GFI m ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL + BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVI510N5 OF SECTION M1507.4 FBCR &TH EDITION LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR FER50NNEL ON FEEDERS + WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR rrTH ED (2017) + ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR &TH ED (2017). ,ALL LAMPS SHALL BE SELECTED BY BUILDER AND 755 OF LIGHTING MUST BE TYPE PER FBC ENERGY �FF2 aY EFFICIENT TYPE PER FBC ENERGY CONSERVATION (RESIDENTIAL CONSERVATION (RESIDENTIAL EFFICIENCY) 201-16th EDITION R404.1 Design roup Inc. iT�i IY. Il V1Yl1VV �.1-.YMl-\lY V�vv. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J W W O W 4 H U W A F M sulimv. Be LOT: CREEKSIDE LOT #1 PROJECT* 04321.000 MODEL• 4EDB "1972-ARDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICA PLANT 160 MPH EXP. Cl DpTM 11/03/17 1 SCALE: 1/4"=1'-0" ARDEN EQUIPMENT 6CHEDULE 3.5 TONS MFG CARRIER Cu 251-15C542A 14HU FV4CN5006 HEAT 5KW SEER Iry SEER TOTAL CAP 42000 ELECTRIC 205/230/IPH 5RKR CU 40 AHU 35 REF LINES '1/8' 6 3/5, w x m a 0 W 4 U Q A F+ ti SUBDIV. de LOT: CREEKSIDE LOT #1 PROJECT# 04321.000 MODEL: 4EDB "1972-ARDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR. H VAC PLAN 160 NPH EXP. C ARCHITECT STAT= OF FLORIDA 11/03/1'7 SCALE: 1/4"="1'-0" 1 OWNER'S SITTING 2 1414 12 I I 1 I I � I � I I � I �f `I �I 12xs 144 PASS 10x& 120 CFM OWNER'S SUITE lox& 120 CFM — G" 10X6 IE5 CFM m 0 / 3" O. 50O BATH CFM 45 ALL I o 1 I4a C URN 03„ I I 50 W.I.0 I BATH I CFM I L ^ J PASS S" I SX4 tNRU 45 CFrl P/T4r. lox& 120 GFM w w W 0 ti a U A Q 2 SUED T: CREEKSIDE LOT #1 PROJECT* 04321.000 MOREL• 4EDB "1972-ARDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR HVAC PLAN 160 MPH EXP. C ARCHTECT= STATE OF FLORIDA DATTM 11/03/17 A SCALE: 1 /4"=1'— 0" SHEET 11 (U Ta RESAR VERTICALLY W/ CONC. POUR CELL STUDS 16' OL. MAX SEE ENERGY CODE FORMS FOR /'� INSULATION FINISH VALUES SECURE BOTT 'f� STIJD�'il1/ Z $IMPURE 8P4 M,4>h\a jp TEXTURED FINISH �� '',,�� 4' THI PSI 0 2U DAYS = SECURE BT, LT E W �� GMU \\\\\\ /y� } SECS A O SL W/ ANCHOR BOLT HE T J" MASONRY NAIL oSECURE ST. PLATE2' O.C. TO MAX �d C x b - 1.4N11. W.WM. U2• GYP. WL. BD. ANC LT W/ 2 MAX.R T' EMBED. MM. o M I 10. WOOD BASE 0'-C' FIN. FLIT Nwl a 04 REBAR (TYP.)STUCC — LSTOP • •'- 4' CONC. REINFORCED W/ 6'Xb'U(-_ _ q C _ W AXUNA WIF OR FIBERMESH ON REINFORCED W/ b'Xb' U AXWI.4 �° a 4' C ORCED W/ b'Xb' WL4XWI.4 T4" REINFORCED W/ 6'Xb' W.4kWL4 47' RAPIDS ,p 6-MIL VAPOR RETARDER ON FIBERMESH ON b-MIL. VAPOR WLF OR £$H ON b-MIL VAPOR IBERM£UH ON 6-MIL, VAPOR E OR GNIAMFER L - UELL-COMPACTED GLEAN FILL. RE R ON DELL -COMPACTED GLEAN = RETARDE L-COMPACTED GLEAN (TppUUf(R ON DELL -COMPACTED CLE ^' • , TERMITE TREATMENT TO BE FILL TREATMENT TO SE a FILL TERM TMENT TO BE E >MITE TREATMENT TO BE BORA-GARS APPLIED AT FRAMING. BORA-C IED AT FRAIMMG. "' U CORA- U ° I'• GAR£ A AT FRAMING. RE APPLIED AT FRAMING.4 f2) �S RECA HAIRS 4 (3) b MBAR ON UBAR ON CHAIRS•"*'UE -01V MIN. Be * > (2) 45 MBAR ON CHAIRS • • I UND 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING �1 W/ BLOCK WALL 2 AT L.B.W. (W/ UPLIFT) AT L.B.W. �)_� AT L.B.W. (W/ NO —UPLIFT) 3 STAIR DETAIL NOT USED 1 SCALE: 12'.I'-®' SCALE: IS'•1'-0' SCALE: I/1'•1'-0" SCALE, IR'•1'-@, SCALE, 1'•I'-0' '� j �� - c m :• ,._ a 4' CONGA RE ul.:��tt ,40 UAIY'1 ON .. b-MIL E APOR AOReTARDMOR ON �� 4' GONG, REU•F f VAPOR W1M F 4' ON T EAN FILL TERM49E pp dd L CORA-DARE ON 6-MIL VAPOR STUDS Ib' O.C. MAX 4VA 'I11D8 IS, OG. MAX A PARTED GLEAN ON CHAIRS 4' E ENT SHALL 50 SECURE BOTTOM PLATE TO STU SECURE BOTTOM PLATE 70 STU EAD OF GARAGE SEC Uf� P.T. CT. PLATE TO B SMPSON SP4 a37. O.G. MAX SMPSON SP4 032' O.C. MAX ARIES WITH SLOPE MASONRY NAIL a 32- O.C. ED HEIGHT OF GARAG SECURE ST. PLATE TO HEIGHT OF SECURE ST. PLATE TO SL S' l� ANCHOR BOLT W/ 2' WA ' EM ANCHOR COLT W17• ' BIDSECURE BT. PLATE TO BLAB W/ 10d 1R'°I'_0• u VARIER WITH SLOPE VARIES WITH SLOPE ARING ,U MIN. a 32, OC MAX MIN. A 32' Or, MAX MASONRY NAIL a 32' CO. MAX 1u 'EPDXY NOT RE EX ION -EPDXY NOT REO DR KP ION E: I/2'•1'-0' $ BOLT$ BOLTS> 4 q 4. OWN NF. kb' UAXWI-40 WUM . . . OL YLENE VAPOR a > ELI.-COMPACTED GLEANz m : d' C NXbWIAXWIA a :--e•- ° . R:ATNENT SHALL BE ON17E T a •:'aq .GASOWUF FI 6-MIL VAPOR r CCNG. REINFORCED W/ 6'X6' WL4XWI.4 ' CONIC. REINFORCED W/ 6'Xb' WIA>WA4' CONC. REINFORCED UV 6'Xb' WL4XU.4 A -COMPACTED CLEAN 4' CONC, R?I 4 1.40 W1M ON R FICERMESH ON 6-MIL VAPOR OR RDERi'ESH ON b-MIL, VAPORLF OR FIBERMESH ON b-MIL. VAPOR FILL ATM£NT TO B£ 6-MIL POL v RETARDER b 'ER ON WELL-GOIMPACT£D GLEAN E RDER ON DELL -COMPACTED CLEAN ETARDER ON SELL -COMPACTED GLEAN LL' > •" UELL•G C AN FILL TERT1ITE -Wi FILL ITE TREATMENT TO EE _ FI TTE TREATMENT TO BE (7 BAR ON CHAIRS ° APPLIED AT FRAI'1MG. a ILL. TERMITE TREATMENT TO BETIRE CORA-CARE "1 BORA- APPLIED AT FRAMING. i' d ' SO APPLIED AT FRAMING. ORA-CARE APPLIED AT FRAMING. 4' 1'- e\\\�{iv\ 2) 5 R36AR ON CHAIRS 1' MBAR rT! CHAIRS 3' MM. ' Y (21 5 RE CHAIRS (3) 5 CHAIRS GDP RAGE STEP—UP GE ST P GARAGE STEP—UP ARAGE STEP—UP GARAGE STEP—UP —STORY L.B.W. - —STORY FOOTI N—BEARIN L,B.W. WW UPLIFT 2—STORY L.B.W. W UPL L.B.W. W/NO UPLIFT W/NO UPLIFT AT FRONT PORCHES XTENDED STEF $TEMUJA1_LTOMMIK3CORSES A SCALE: 1/z'=r-m' 6B scAL�: tn'.I'-,a' �� EXTENDED FOOTING scALe: In'=r-�' GRADE SECURE PS- BT_ PLATE TO fiLAB UV Y RECESS FOR 1/2'XV ANCHOR BOLT W/ 2' WASHER T• 4 4 . -®• k GARAGE DOOR q A' CONC, WI 0 UW.M EMBED. MM. • 32. OO MAX (POU D CELLVERTICALLY W./ CONC. POUTED CELL Y ON 6- . U: Gm WE - TED b, SECURE P.T. ST. PLATE W/ IL I AT'ENT SHALL 4' r%EGA REINF. W/ 6'x6' UlL4XWIA0 W1M ON R EMBED. ANCHOR BOLT R T' S' CMU a 6-MIL POLY ETHYLENE VAPOR RETARDER ON EtMBEp• MM. 0 32' 2 = 6 NOTE: OPTIONAL USE CF = IRO 4' c ON CHAIRS TREATMENT SHALL BE BORA-CARE E NOTE: OP E 'a CONCRETE CURB 0 GARAGE m SELL -COMPACTED GLEAN FILL TERMITE p7� •° ' C 'x6' IAXWI.40 ULM CONG TE. a iv WALLS TO BE DETERMINED BY (U ID REBAR CH CHAIRS > ON Y E NE VAPOR �. WALLS T INED Y BUILDER BY DIVISION. , m • • t7N CN L � ACTED CLEAN STUCCO CUIL DI STUCCO W STOP CRETE PAD ERMI7E' ATI'IENT SHALL BE STOP CURB HEIGHT VARIES a,. .W/ 4XWL40 uun � ° - e G� n E: •I-0' 11 GARAGE DOOR FOOTING POLY > _ £T wapOR • d e H RI • OM'ACTED CLEAN 0 a W r SCALE: U7•=1'-0' ° L MITE ATMEW SHALL BE Z LL' (3) 5 OIJ CHAIRS g• —"-` Q 3 L i e ° .. 8' 4' -4'CONC. REINFORCED W/b X6 WL4XWIA I' RECESS FOR R Z W (7) •U CHAIRS ro « , r WUF OR ERFlIBON ESL ON 6-MIL TIPCLSAD. FLOOR 3• 3' 2•_ ° 4' REINFORCED W/ b'X6' WIRXW.4 a RETARDER ON LL61-1 ON -MIL VAPOR P CLEAN z IK ULF ERMESH ON b-MIL. VAPOR G RETAR NOELL.-COMPACTED CLEAN • • FILL. TERMITE TREATMENT i0 BE (U 5-CONT. [n 4• FILL T ATMENT TO BE BORA-CARE APPLIED AT FRAMING. • ° '° . e. s a' AGE STEP—UP BORA-CA ED AT FRAMING. —STORY L.B.W. 4' ' 4' (2) 03 REBAR IRS = QW = !3) s REBAR ON CHAIRS ARAGE STEP—UP 6 EXTENDED FOOTING U B po m° 2-0 '.• r •: 4. ' 1—STORY L.B.W. SCALE: 1/2•-1'-0 1—STORY FOOTING — 2—STORY FOOTING W/ UPLIFT AT GARAGE AT GARAGE FOOTING ExTpJpED 12 OAf� HEIGHT Y 8 A @�EXXTL!EINIDED V!' RECESS E DR SCALE: 12'.I'-0 SCALE: vz'=r-0• SL WALE. _ S. G. D. SHOWER RECESS FQOTE E: IJ2' •1'-0" SCALE= (IJ NS RECAR VERTICALLY W/ CONC. _ POURED CELL dp !$6N REINF. U!/ 6k6' WIAXWL40 UUUM SEE ENERGY CODE FORMS FOR = e N 6-MIL POLY ETHYLENE VAPOR INSULATION R-VALUES TARDER ON U.ELL-COMPACTED CLEAN TERMITE TREATMENT SHALL EE TEXTUfED FINISH CARE $• GMU ;z £ We ON CHAIRS trl' GYP. WL. BD. = A AT GARAGE TIE VERTICAL REBAR GROUTED BOND BEAM WOOD BASE VARIES PER ELEV. SERVICE DOOR If TO HORIZONTAL " ,. TIE VERTICAL REBAR SCALE: V2'=1'-0' 0'-0' FIN. PLR. REBAR Y!/ �' HOOK. TO RE HORIZONTAL ? RE m ° . GROUTED BOND BEAM � • BAR UU 10' HOOK TUCGD NOT USED CAULK AND SEAL a '° , a ° • VARIES PER ELEv. - VARI£8 PER EL£v. TOP ! 4' CONC. REINFORCED W/ b'X6' - E a IU AXWIA WUF OR FIBERMESH ON - p = • ••°' 6-MIL VAPOR RETARDER ON GAS LINE NOT USED = v GROUTED BOND BEAM 'V ° UELL-COMPACTED GLEAN FILL. ° a Q m U °� qr. TERMITE TREATMENT TO ESE .: .. POIRED LINTEL COW. (TYP.) I i' Pvc SLEEVE 17 . . • • BORA-CARE APPLIED AT °� e' O'IJ FILLED CELL (TYP.) FOR GAS LINE S FRAMING. "1 b' PVC_ CHASE THRU FOOTING £ .7N 2X WALL FRAMING $' Cm (4,-STORY ° f3) 5 REBAR ON CHAIRS (`• (7) 5 REBAR ON CHAIRS =p7 ))F'XT' ANGHL'7R BOLTS a l4)}i'xT' 1/2' DRYWALL 2-STORE . 2'-0" J-BOLTS MIN. S' EMBECA'ENT W/ 2'X2'XI/b' WAS-IER AND WT SPACED EVENLY FROM WOOD BAN (3) °S R£BAR ON CHAIRS FLOOR TO BOND BEAM. SET IN JOINTS 2—STORY FOOTING PRIOR TO FILLING. (SLEEVED ANCHOR IN , SOLID POUR ACCEPTABLE RETROFIT) ° - ♦ . • °' 13 W BLOCK WALL EXT. /INT. FRAME WALL TO e° (1)'S I:EBAR VERTICALLY w/ CONIC. SCALE: Imo'=r-m° �� BLOCK WALL CONNECTION POUR CELL l BEE ENERGY CODE FORMS FOR 1 J SCALE. la•.r-0` •.,., q' INSULATION R-VALUES A a .L ° - a, cm, CLEANOIIT REQUIRED ° CLEANOUT REOUIMP FOR INSPECTION FOR INSPECTION 1 GAS LINE THRU BLOCK , 2' GYP. LLl. BD. WOOD CASE t . •,� 1 NOT USED a L ¢ 4" CONC, RE".. W/ b'xb' WUAM r I / ] ON 6-MIL POLE ETHYLENE VAPOR vAPPR . "• 21 RETARDER ON WELL -COMPACTED CLEAN 0'-0' FN. PLR. IN. 0'-0' FFLIT 0 FILL TERMITE TREATMENT SHALL BE - (t) 5 REBAR SET IN SIMF'BON NIGH _ 0 AORA-CARE .a , -:° ° TIE VERTICAL MBAR p e , o- TIE VERTICAL MBAR 7ZONTAL 0 HORI° STRENGTH EPDXY b' REBAR EMBED. MIN. I (2) •S 0 I -STORY - - S t0 HORIZONTAL _ (3) 5 REBAR a 2-STORY°. REBAR W/ l0' HOOK• REBAR UU 10' HOOK 4 °a da IX1T$IDE REBAR TO BE of h' PvG CHASE THRII FOOTING 4' CONC, REMF. W/ YAAkW140 1 • -''= 4 < ' • q WUM ON 6-MIL POLYY IET ETHYLENE '- q. a •. LAPPED UV BOND BEAM ° ,• VAPOR RETARDER ON (U 5 REBAR AT CORNERS = Z:I.STORY 8' 4' (2) 5 MBAR ON CHAIRS DELL -COMPACTED CLEAN FILL a W/ 2$' LAP MIN. in T£RMrr£ TREATMENT SHALL BE ° 2-STORY HORIZONTAL/VERTICAL BORA-CARE 7'-1' MM. LAP 1 -4' !3)•li REBAR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR PIPE THROUGH REINFORCING BEARING CHANGE OMITTED DOWELS t/ EBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING $GA`Ei 1 °'' l SCALE: ❑MITZR �1 GA '�-®, SCALE, V2=1'-® W BLOCK WALL C AT LINTEL CORNERS D ALL EX71EF:,>I®I:;,> FO®T'ERS A'7C' 1;'I1`oTgSH STLA]E3's T® BE mI]["T. 12" 137EI�ow UTI,TIDISTZ. F:,> E3EE) SOIL, CONTROL DATE: 07/01/15 A R C H IT E C T S d N.RONALD REAGAN BLVD. LONGWOOD. FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w W U W 6 H C) W A ti Q ARCHITECT - STATE OF FLONDA DATA 11/03/17 SICALM 1/4"=V-0" FIBERGLASS SHINGLE" OVER 030 FELT PAPEI INSTALLED PER FBCI RRS05.1.1 ON J' 0.5.E SHEATHING OR CD: PLYWOOD SECURE[ PER FASTENEI SCHEDUL PRE -ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRU55 PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1—STORY 1 BLOCK WALL SCALE: 3/4" =1' -0" iEE ENERGY CODE FORMS FOR 45ULATION R-VALUES 'GYPSUM BOARD OR }" HIGH TRENGTH CLG. BOARD •ONC. FILLED LINTEL BLK W/ (1) � REBAR CONTINUOUS 'RECAST LINTEL =E ENERGY CODE FORMS FOR 5ULATION R-VALUES JINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS s 16"O.C. S' CMU 1/2, GYP. WI-. BD. WOOD BASE FIBERGLASS SHINGLES OVER 630 FELT PAPER INSTALLED PER FBCR RR805.1.1 ON I6' O.S.B. SHEATHING OR J" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ 1/2'xS' A.B. w/ 2' DIA. WASHERS, 1' MIN. EMBEDMENT WITHIN W OF EA. END, 32' O.G. MAX IN FIELD. CONC. FILLED LINTEL BLK. WI (1) 05 REBAR CONTINUOUS PRECAST LINTEL 5/5" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY (1) S REBAR VERTICALLY W/ CONIC, POURED CELL S" CMU 2x4 BLOCKING BETWEEN TRUSSES AT FIRST FIVE BAYS 4'-0' O.G. (AT SHEATHING SEAMS) STIFFBAGK AT ALL UPRIGHTS OVER 4'-10' HIGH (BEE SEALED ENG. FOR SIZE AND CONDITION) 1'-0' - TYP. PRE-ENG WD. TRUSS 24' O.G. O.H. MAX. 1—STORY �o GABLE BLOCK' � WALL SCALE: 3/4" =1' - 0 CONT. 2x4 RAT RUN SECURED WI (2) 12d'S 0 EACH TRUSS BEE ENERGY CODE FORMS FOR INSULATION R-vALUES 5/5' GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 'RE -CAST CONC. SILL Ix2 P.T. FURRING STRIPS 24" O.C. 1/2' GYP. WL. BD. WOOD BASE 2X4= SECURE TO (FLOCK W/ 2X4m 2X4mt SECURE TO BLOCK WHO TAPCON5 OR DRIVE PIN SECURE TO BLOCK W/ ?1y' TA"CONS OR DRIVE ION (MIN. SHANK, SIZE A45 TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE J48 MIN. HEAD SIZE 300 (MIN- SHANK SIZE J45 MIN. READ 300 MIN. EMBEDMENT 1 YV) WITHIN B' 013 ECaACH ErID E MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') MESIZ MM. EMBEDMENT I Ya') NOTE: STRUCTURAL 2X MUST BE 8' CMU 18' O.G. MAX y, AGING- NOTE- STRUCTURAL 2k MUST BE WITHIN e' OF EACH END E NOTE: STRUCTURAL 2X MUST BE WITHIN 8' OF EACH END E ON OUTSIDE t SECURED -LrON DRYWALL OUTSIDE E SECURED THROUGH I8. O.C. MAX SPACING. G. ON OUTSIDE E SECURED 18 O.C. MAX SPACING. THROUGH NON-BTRUCYURAL %&' ril¢' -I'X4' OR I'X2' P.T. NAILER 2xb= SECUI� TO M3LOGK W!1-,' NON-STRUCTURAL �6' TAPCON 7x6= THROUGH NON-STRUCTURAL ' 2X6m0 TAPCON MINI & EMBEDMENT P.T. OR s/4X4'MIN. TAPCONS oj* DRIVE PM MIN. 1 Y4' EMBEDMENT INTO �0 SECURE TO BLOCK TAPGON MIN. I-Ya'EMBEDMENT INTO BLOCK. 8£CURE TO BLOCK INTOBLOCK❑fIX4 W/1-I/4' TAPCONS OR SECURE THRU FRAME E SECURE (MN. SHANK SIZE .I45 W/2-W& TAPCONS OR DRIVE PIN 1-y' INTO BLOCK MN. HEAD SIZE 300 ' CMU DRIVE PIN (MIN. SHANK SIZE .145 w ❑ W1 %' TAPCON5 OR DRIVE PIN MIN. ES'IBEDMENT I Y;') EACH END t �' DRYWALL (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 cm �' MIN. HEAD SIZE 300 Cm ' DRYWALL (MIN. SHANK SIZE .145 WITHIN B' OF IS' O.G. MAX SPACING- I'x4' OR I'x2' P.T. NAILER MR EMBEDMENT I Y4') DRYWALL 'X4' MIN. EMBEDMENT I Ya) 'X4' OR I'X2' P.T. NAILER MIN HEAD SIZE 300 2X8mm WITHIN S' OF EACH END E Q OR I'X2' P.T. NAILER WITHIN 8. OF EACH END E IS' O.C. MAX SPACING, MIN. EMBEDMENT 1-Y♦' SECURE TO ESLOCK W/!-3�.' 7(y' O.8$. x 4' MIN. IB' D.G. MAX SPACING. 2X8t= 7G' O.S$. X 4' MIN. WITHIN B' OF EACH END < V O.C. MAX SPACING TAPCONB OR DRIVE PIN p CASING 2X8ao SIICURE TO BLOCK WA-I/4' DOOR CASING (MIN. SHANK 517E .146 MIN HEAD SIZE 100 SECURE TO BLOCK W/2-36' TAPCON5 OR DRIVE PIN DOOR CASING TAPCONS OR DRIVE PM DOOR CASING DOOR JAMB OR WINDOW MIN EMBEDMENT I Yi) DOOR JAMB OR WINDCW ATTACH TO 2X PER (MIN. SHANK SIZE .145 DOOR JAMB OR WINDOW (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW ATTACH TO 2X PER ATTACH TO 2X PER MANUFACTURES DETAILS. WITHIN 8' GP EACH END E 1B' O.C. MAX SPACING. MANUFACTURES DETAILS. MR HEAD SIZE 300 MIN. EMBEDMENT I Y4') ATTACH TO 2X PER MANUFACTURES DETAILS. MIN. EMBEDMENT I YA J MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMS WITHIN 8' OF EACH END E is, O.C. MAX SPACING. NOS, SHIM AS NEEDED TO PL" WITHIN 8' OF EACH END 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') JAMB (DO NOT EXCEED A') JAMB (DO NOT EXCEED Pe) JAMB lDO NOT ExcEED YA`) DOOR JAMB TO BLOCK +3/4 OR +6/d DOOR JAMB TO BLOCK +1-15/lp" DOOR JAM® TO BLOCK +3" DOOR JAMB TO BLACK +3-7/18' l� WINDOW TO BLOCK +3/4 OR +5 4 G+ WJMNDOW TO BLOCK +1-15 8" �+ WINDOW TO BLACK +3" �+ WINDOW TO BLACK +3-7 IS" " SCALE: 3/8'•I'-0' ALE: 3/11-I'-0' SCALE: 3/8'•I'-0' SCALE: 3/8'•1'.0' 2X4,m 2Xd'm SECURE TO BLOCK W/ �(y' SECURE TO BLOCK W/ 3i(!.' SECURE TO BLOCK W{ 3W TAPCGNS OR PRIY£ PIN SECURE SECURE TO BLOCK W/Yi TAPGONS OR DRIVE PIN TAPGONS qi DRIVE PM (MIN SHANK SIZE .10 DRIVE PIN TAMONSSHANK (MIN SHANK SIZE .145 (MIN SHANK SIZE .H5 MIN HEAD SIZE 300 (MIN, SHANK SIZE .146 K MIN. HEAD 81ZE 300 MIN. HEAD 817E 300 MIN. EMBEDMENT I Yi) WITHIN MIN. HEAD SIZE MIN. EMBEDMEMr I Y4') WITHIN B' OF EACH END 4 18' P.C. MIN. EM$EDMENT 1)49 WITHIN 8' OF EACH END E B' OZ. MAX SPACING. NOTE: 2X MUST MIN. EMBEDMENT I Yi) I Y4 WITHIN V OF EACH END E NOTE: STRUCTURAL 2X MUST MAX SPACING. 8' OF EACH IM'ND E IW O.C. MAX SPACING. NOTE: STRUCTURAL 2X MIST 2Xb� OUTSIDE 4 BE ON OUTSIDE t SECURED 15' O.C. MAX SPACING. BE ON OUTSIDE t SECURED 2X6:= 2X6m BE ON OUTSIDE E SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL 2X6mn THROUGH NON-STRUCTURAL SECURE TO BLOCK W/t-% SECURE 70 BLOCK W/J-%' THRGY+14 NON-STRUCTURAL 16' TAPCCN MIN. I-YV Wt2-�(,y' TAPCON , OR %' TAPGON MIN. I -A EMBEDMENT INTO BLOCK SECURE TO BLOCK W/I-V4' W-' TAPC.ON MIN. I414' TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK TAPCON5 OR DRIVE PM (MIN. SHAW SIZE .145 TAF'CONS OR DRIVE PIN (MIN. SHANK SIZE .145 EME?EDI•tENT g.RO BLOCK DRIVE PIN (MIN. SHANK SIZE Job (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN HEAD SIZE 300 MR HEAD SIZE 300 S' CMU MR HEAD SIZE 300 MIN. EMBEDMENT I Yi) MIN. EMBEDMENT Y4') WITHM 8, CM14 MM. EMBEDMENT I Y')• DRYWALL MIN EMBEDMENT 1 Y�) 8' GMU WITHIN 6' OF EACH END t 8' CMU 8' OF EACH 8WD A B' O.G. LL K1 04, WITHIN V OF EACH END E 18' O.C. MAX SPACING. PX4' OR I'X2' PT. NAILER WITHIN V OF EACH END E 18' O.C. MAX SPACING. Jl• DRYWALL 18' O.G. MAX SPACING. �' DRYWALL MAX SPACING. ?X8m � 1"X4' OR1 .7. NAILER C SECURE AND 2X SECURE TO ❑ I'X4' OR I'X2` P.T. NAILER 7Xg,® ❑ I JX4' OR I>c2' P.T. NAILER -DOOR CAGING SECURE TO BLOCK W/2-31(b' TO BLOCK STRUCTURAL MIEMBER W/{2)12d WITHM 8. OF EACH SECURE TO BLOCK W/I-I/d" ' P.T. X 4" MIN SECURE TO BLOCK W/J-"' TAPCONS OR DRIVE PM TAPCONS OR DRIVE PM W/2-34,' TAPGON6 OR DRIVE PIN 4 ENp E 6' TO 8. O.C. MAX 'NAR�ONb OR DRIVE PM (MIN, SWANK SIZE OR CASING (MN. SHANK 917E J48 MM. HEAD SIZE 300 DOOR JAMB OR WINDOW (MIN. SHANK 617E .145 MIN HEAD SIZE 3c0 DOOR JAMB WINDOW CMIN SHANK 817E .145 MIN. HEAD SIZE 300 OCR GA51NG DOOR JAMB OR WIDOW .146 MM. HEAD SIZE 300 MM. EMBEDMENT I YA') DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y18' WITHIN TTACH TO 2X PER MANUFACTURES DETAILS. MIN. EMBEDMENT I Y:) WITHIN 8' OF EACH END : IS' O.C. ttACH TO ?X PER MANUFACTURES PETAU.S. MIN. EMBEDMENT 1 Y) ttACH TO 2X PER WITHIN ATTACH 70 2X PER 8' Of EACH END t MANUFACTURES DETAILS. B' OF EACH END t IB O.G. MAXSPACING. WITHIN 8. OF EACH END t MANUFACTURES DETAILS. 18' O.C. MAX SPAG MG. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB NOTE, SPIM AS NEEDED tO PLUMB 16' O.C. MAX SPACING. NOTE: SHIM A& NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') JAMB (DO Nm EXCEED Y4') JAMB (DO NOT EXCEED AV JAM15 (DO NOT EXCEED V) B' CMU Yi' DRYWALL Lr I x4' OR I•X2' P.T. NAILER ❑ IX4 P.T. OR %'X4' MIN. SECURE THIRD FRAME E EXTEND I Y4' INTO BLOCK W/ TAI-CON5 OR DRIVE PIN pi(MIN. SHANK SIZE 14B MIN, HEAD SIZE 300 MR EMBEDMENT 1-4. WITHIN S' OF EACH END t IS' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO IX PER MANUFACTURES DETAIL& NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3/4 OR +5/4 f WINDOW TO BLACK +9 4 OR +5 4 ALE: 3/a •1'-0' DOOR JAMB TO BLACK +1-1/2" DOOR JAMB TO BLOCK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" .! i WINDOW TO BLACK +1-1/2" D OW TO BLACK +2 1 4' iu�i WINDOW 70 BLOCK +3' (� WINDOW TO BLOCK +3 3/4" s SCALE: 3/8'4'-0' SCALE: 3/8'•I'-0' ! SCALE: 3/8'=I'-0' \,tv SCALE, 9/8'•I'-0' q FASTENER SGHEC)ULE NAIL REQUIREMENTS TOP CORD BLOCKING AT 4' ROOF DIAPHRAGM USE 1/I6' O.S.B. OR WI CDX PLY WITH "8 RING SHANK GUN NAILS AT 4" O.C. AT 8UPPORTED PANEL EDGES AND E8 RING SHANK GUN NAILS AT 6" O.C. AT INTERMIEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 06 GUN NAILS 0 4' OC SIZE HEAD I LENGTH I DIA ITENSILE STR. 8d ROUNPMODIFIED 11/8' .113 110,000 OR T IR1d ROUNID,110DIFIED 21/8' .128 110Ja00 OR T O.G. MAX. M FIRST 2 FRAMING NO E: TYP. EXT. SHEATHING ATTACHMENT SPACES AT EACH END. FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE 2 ROOF SHEATHING NOT REQUIRED EXCEPT a OPENINGS w EXTERIOR SHEATHING NOTE: NAILS TO SE MFG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION USE 1/2, CDX OR 1/I6' OSS PLY WITH 08 RING SHANK GUN NAILS AT 6' L INCH NOMINAL SHANK DIAMETER O.C. AT PANEL SIDES AND #5 RING SHANK GUN NAILS 4' O.C. TOP i BOTTOM PANEL AND 05 RING SHANK GUN NAILS AT 6' O.G. AT 0J13 2. RING DIAMETER OF 0-012 OVER SHANK DIAMETER Or �p INTERMEDIATE SUPPORTS 1/16' ZIP SHEATHING SYSTEM 3- 16 TO 20 RINGS PER INCH ROOF SNE 4T d INCH LAYOUT ITA� D1 v pz gl�h�d[�G gpOR µ) E P NUR. 5- 0.2L30 INN k FUL-L ROUND HEAD DIAMETER NOTE: II H K LS Lc� rLf lr D r'1° ACCEPTABLE FASTENER FROM ANY MANUFACTURER. AND ENDWALL 5RAC ING -ROOF DESIGN PRESSURE BASED ON WORST CASE BUILDING LENGTH FOR Ca,45LE END ERA" I INCx •B RING SHANK GUN NAILS • 4. OC- TOP t BOTTOM EDGES F15ERGLA55 SHINGLES OVER *30 FELT PL&ER INSTALLED PER FBCR RRS ON SHEATH[ R J' GPX PLYWOOD 5E p PER FASTENER DULE TYP. O.H. MTL. DRIP ED J 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK AT ALL —/ UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.) O.S.B. SHEATHING OR }' CDX — PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) '1/S' THICK, 3 COAT PORTLAND— CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON F-ORTIF15ER JUM50TEX GRADE "D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) WEEP SCREED (SEE DETAIL A2 SECURE GAB 0 2x6 T. — PLATE W/ 12d'b M E 2x6 PT. PLATE BLK NCHOR BOLT W/ 2" S 4 IN SIMP50N HIGHS E XY I' EMBED. MIN. 0 C AX, — THICK, 3 COAT P LAND — GEMENT PLASTE PPLIED DIRECTLY ASONRY SECUR �'xcW A SET EPO %' 1—STORY GABLE W/ VAULT CLG. BLOCK WALL SCALE: 3/4 0 2X6 P.T. SECURED TO MASONRY w/ 1/1'x9" A.B. w/ 2' DIA. WASHERS, i' MIN. EMSEDMIEENT WITHIN all OF EA. END, 32D.C. MAX IN FIELD. J 08 2' DECK SCREWS a O.G. MAX a EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING \ TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 2x4 BLOCKING BETWEEN TRUSSES WHERE "X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURE / (2) 12d's a EACH TRUSS TO BE INSTALLED '9 MI DINT OF TRUSS SPAN, OR 10' ' O.G. MAX. SEE ENERGY C FORMS FOR INSULATION LUTE m 24' REBAR �I RD OR }" HIG BOARD W/ (1) T 'L INTEL ATTACHMENT AS PER ETURES SPECIFICATIONS SILL (1) ESAR VERTICALLY W/ CON UREA CELL Ix2 P.T. F ING STRIPS 16" O.G. 8" GMu I/2" GYP. WL. B WOOD BASE NOTE: PER FBCR R'505.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR r-%REATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST SE PER ASTM D22(o TYPE 11, ASTM D 4869 TYPE Iv, OR ASTM D 615-1 IX4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION PRE-ENG'D WOOD TRUSS (TYP) a 24' O.C. MAX SIMPSON 0 HETA-16 (TYP) VERIFY 7-W/ TRUSS PLAN CONC. POURED LINTEL COURSE IX4 SYP LATERAL RE-INFORCING 36" O.G. MAX a TRUSS BTM. CHORD, SECURE W/(3) 10d NAILS EA. TRUSS CHORD GABLE END BRACING SCALE: 1/2'-- 1 0" CIlB RING SHANK GUN NAILS * 6" O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF 84EATWING (O.SJ3. TO BE STRUCTURAL GRADE) A R C H IT E C T S %,AN w%A V Inc OF 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-7 74.4078 www.abdesigngroup.com AA #: 0003325 E W v W 0 ti F A ti ti SUDDIV. ec LoT: CREEKSIDE LOT #1 PROJECT# 04321.000 MODEL• 4EDB "1972—ARDEN" GARAGE OWING: LEFT PAGE: MONOLITHIC 1—STORY SECTIONS & DETAILS 160 MPH EP. C ARCHITECT: STATE OFF ORI f, m U I� p RO D ABO[ACRA AR NO 93723 DpiNT 11/03/17 SCALE: 1 /4" =1' - 0" / �lje C�Pak FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN RR905.1.1 ON �j' O.S.B. TRUSSES AT FIRST (5) FIB GLASS SHINGLES OVER PROVIDE EAVE SHEATHING OR �' CDX BAYS 4'-m' O.G. (AT 030 FELT PAPER (OR BAFFLE OVER THE P PLYWOOD SECURED 1=15ERGLASS SHINGLES OVER SHEATHING SEAMS) APP VED EQUIVALENT) ON OF INSULATION F PER FASTENER SCHEDULE EMBED. STRAP 030 FELT PAPER INSTALLED " O.S.B. EATHING OR° CDX CLEAR VENTILA N VERIFY W/ TRUSS PER FBCR RRS05.1.1 ON' PRE-ENG WD. TRUSS PLAN O.S.B. SHEATHING OR �' cDx PLY OD SECURED PER / PER FBEC R4 .3 24" O.C. MAX. PLYWOOD SECURED PER F TENER SCHEDULE ZIP SHEATHING SYSTEM FASTENER SCHEDULE 1,_0„ PRE-ENG TRUSS (INSTALLED PER MANUF. MTL. DRIP EDGE SEE ENERGY CODE FORMS MTL. DRIP EDGE TYP. PRE-ENG WD. TRUSS L. DRIP EDGE SEE ENERG ODE FORMS SPECS.) OR FOR INSULATION R-VALUES 2X4 OR 2X6 FASCIA O'H' 24' O.C. MAX. 2x4 OR (o 5UB-BAND FOR INSUL ON R-VALUES. WOOD SHEATHING 2X4 OR 2X6 FASCIA 5/5" GYPSUM BOARD OR 1/2" PER ELEVATIONS" GYPSU BOARD OR' STUCCO WRAP PER ELEVATIONS HIGH STRENGTH CLG. BOARD PE LEVATIONS WRB LAYER +n, CONt. 2x4 RAT RUN SECURED DOUBLE TOP PLATE W/ (2) 12d's m EACH TRU55 VENTED UM. SOFFIT HIGH 5T NGTH CLG. YENTEL? ALUM. SOFFIT I'-0" � VENTED ALUM. SOFFIT - BOAR WRB LAYER *2, FORTIFIBER TYP. WINDOW HEADER SIZE VARIES SEE ENERGY CODE FORMS FOR BUILDING PAPER O.H. PER WINDOW OPENING SEE I/2' GDX OR T/16' 05B fNSULATION R-VALUES O(a* UPLIFT ,- METAL LATH SECURE TO WALL PER 5IM N �. " FASTEN TO WOOD STRUCTURAL HEADER SPAN CHART FOR FASTENER SCHEDULE 5/5' GYPSUM BOARD OR NNEGTOR 5P EA. I/2" CDX OR TII6' OSS DETAILS 1/2' HIGH STRENGTH CLG. < MEMBER I' O.C. MAX SECURE TO WALL PER ON SHEET 02 2 SYP *2 2 STUD 7/S' TEXTURED FASTENER SCHEDULE WINDOW ATTACHMENT A$ PER OR 7/16" ZIP BOARD FINISH ® WOOD DOUBLE TOP PLATE D TOP ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM 'M' TYPE CONTROL JOINT OR 1/16" ZIP WINDOW SILL (INSTALLED PER WINDOW HEADER SIZE VARIES PL FRAME TO BLOCK, SHEATHING SYSTEM 2x6 STUDS w 16' O.G. MAX W/ MANUF. SPECS.) PER WINDOW OPENING SEE (INSTALLED PER HEADER SPAN CHART FOR ZIP SH THINCa ��\ t„ ' _ CONNECTION SEE DETAIL INSUL., 5EE ENERGY COPE MANUF. SPECS.) FORMS FOR INSULATION SYSTEM STALLED 2 DRY WALL r -� 6' METAL LATH STRIP WINDOW ATTACHMENT A5 PER " n 6a' WIDE STRIP SELF 7/5" THICK, 3 COAT R-VALUES PER MAN $PEGS.) � DIA ANCH MANUFACTURES OR B ADHESIVE FLASHING, CLEAN VS' THICK, 3 COAT CTURES SPECIFICATIONS OR AT 1/o" O.C. MA ITH -f" MASONRY BEFORE APPLYING CEMENT PLASTER a° T a G SUBFLOOR GLUED AND GEMEN7 PLASTER WINDOW SILL WALL EMBEDME AND ° " TEXTURED APPLIED TO METAL SCREWED A$ PER FASTENER APPLIED TO METAL 2x6 STUDS ea 16' O.C. MAX W/ SHEATHING DIA. WA R FINISH is MA50NRY LATH OVER 2 LAYERS SCHEDULE ON SHEET D2 LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE GRADE 'DO BUILDING PAPER OR OF GRADE 'D' FORMS FOR INSULATION 2x8 SYP *2 a' Cmu BUILD PAPER BACKED LATH BUILDING PAPER OR R-VALUES WOOD STUDS S1 PS S 1 OVER AN APPROVED PAPER BACKED LATH' T e G 3UBFLOOR GLUED AND AT 12" O.G. MAX STUD 2 VERTICAL CONTROL OVER AN APPROVED SCREWED AS PER FASTENER HOUSE WRAP HOUSE WRAP SCHEDULE ON SHEET D2 BETWEEN DISSIMILAR 2x8 P.T. SYP *2 �\ ! 0 50LE PLATE (1) UR5E TIE -BEAM � MATERIALS URED SOLID WITH DETAIL 1B/WA2 ° PRE-ENG FLOOR TRU55 Z r CONCRETE. (1) 05 SCALE: N.T.S. (INSTALL PER MFG. SPECS.) 0- z REBAR HORIZONTALLY CONC. FILLED LINTEL L•" GYPSUM BOARD OR J' HIGH / 0 I 3/4" T 4 G SUBFLOOR GLUED DETAIL �B/WA2 I� WEEP SCREED R 'PRECAST LINTEL AND SCREWED AS PER BLK. W/ Cl) M5 REBAR STRENGTH CLG- BOARD � • � U � ASTM 92�a-C ro3-G FASTENER SCHEDULE ON CONTINUOUS 1X2 NAILER/DRAFT STOP PRE-ENG FLOOR TRUSS a (SEE DE IL /D3) I I WINDOW ATTACHMENT A5 SHEET D2 (INSTALL PER MFG- SPECS.) lu P GYPSUM BOARD OR 4' Ll PER MANUFACTURES SEE ENERGY CODE FORMS HIGH STRENGTH CLG. BOARD 1LI 0- SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. 6 FOR INSULATION R-VALUES 1X2 NAILER/DRAFT STOP __j _ CMU) W/ (5) 12d NAILS e EACH PRECAST LINTEL Z 05 BA 16" I PRECAST SILL TRUSS GONG. FILLER LINTEL BLK w/ MA PRE-ENG FLOOR TRUSS WINDOW ATTACHMENT AS PER (I) "5 REBAR CONTINUOUS 111 CONCR MANUFACTURES SPECIFICATIONS (INSTALL PER MFG. SPECS.) SEE ENERGY CODE FORMS z POUR CELL, 2 P.T. FURRING STRIPS 5/8' THICK, 3 COAT O VERI PER PORTLANp CEMENT PRE -CAST CONCRETE SILL FOR INSULATION R-VALUES � 1(0" O.C. CON!, FILLED LINTEL BLK W/ PLASTER APPLIED PRECAST LINTEL PLA 8 MU (I) REBAR VERTICALLY (1) *5 REBAR CONTINUOUS DIRECTLY TO MASONRY WINDOW ATTACHMENT AS PER Z 1/2, YP. WL. BD. W/ GONG. POURED CELL MANUFACTURES SPECIFICATIONS O O R-4.1 RIBBON 5/5' THICK, 3 COAT Ix2 STRIPS FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL Lu SULATION (1) "4 ONTINUOU5 REBAR FASTENING DETAIL 5Ti@IP5 m 24" O.C. PLASTER APPLIED } WOOD SE all CMU DIRECTLY TO (I) 05 REBAR VERTICALLY Q 0 U6 SCALE: 3/4'=1'-0" 1/2, GYP. WL. BID, MASONRY W/ CONC. POURED CELL m Z 04 REB 48" LONG w (y 4 Q W/6 ° HO ip 24" O.C., Q WOOD BASE Ix2 P-T. FURRING - Q Q MIN. 24' IN AB I 0'-o' STRIPS 0 24" O.G. � � � � �( ROOF TRUSS UPLIFT FIN- FLR. a"CMU W �, +� 2'-0" (MIN. CONNECTOR NOT SHOWN FOR 1N SLAB) CLARITY (SEE c0 0 w 1/2' GYP. WL. DD, O SHOP DW35d • :, �f z q :� WOOD BASE Z e a .o.- ALL WIAXW1.40 WWM (o-MIL EXTERIOR WALL SHEATHING (SEE FASTEN EACH STUD SECTION L4 POUT' ETHYLENE POR NOTES) RETARDER ON TO DBL. TOP PLATE 2-STORY —STORY Y ` WOOD - WELL -COMPACTED CLEAN wi R M SPT2a NAIL PER MANUF. SPECS. WALL WALL •'° ; _� FRAME TO TT �° (' (" �' FILL TERMITE TREATMENT SHALL BE BORA-CARE SECTION SECTION �� LOCK WALL �0 2'-a' (3)SREBARCONTINUOUS SECTION AT TOP SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0' ON CHAIRS OF EXTERIOR WALL \ � / JBGALE: NTs FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES �/ OVER 030 FELT PAPER OVER 030 FELT PAPER t EXTERIOR WALL STUDS a PLACE STRAPS SPACED ALLED PER FBCR INSTALLED PER FBCR FIRE _ENG GABLE TRUSS NO E % WALL SHEATHING AND FASTENED AS 1.I DN " O.S.B. SPF STIFFBACK (SEE SEALD TRUSS 5PF STIFFBACK (SEE 5EALD TRUSS DIAGONAL BRACE SHEET 1' GDX ENG, PACK FOR SIZE ! CONNECTION) RR9ta5.1.1 ON �1u0.5P. ADDITIONALFW�STRAP AT ENG. PACK FOR 51ZE a GONNECtION) CENTER OF TRUSS FASTEN Bruns TO BLOCK WALL EACH WINDOW KING STUD SHEATHING OR CDX WITH USP M5TA48 STRAP WITH 2x4 5PF BLOCKING BETWEEN 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST FAsTENER5 AS sHouk INSTALL PLYWOO ED PLYWOOD SECURER TRUSSES AT FIRST (5) BAYS 4 -0 TRUSSES AT FIRST (5) BAYS 4'-0" RIDGE. DIAGONAL STRAP + EA END (uxo) e PEP` F O.C. (AT SHEATHING SEAMS) PER FASTENER MIN (iCA) 10d COMMON NAILS SCHEDU SCHEDULE O.G. (AT SHEATHING SEAMS) BRACE t0 BE ANY SPACE STRAPS ' FOLLOWS: INTO STUD ((D.148 DIA X 1 112' VA SPAN 15'-0' OR -ITO MPH 'C�: 32' O.c. LONG) NOTE- -i'10 MPH 'B': 32' O.C. MTL. DRIP EDGE DIAGONAL BRACE m MTL. DRIP EDGE GREATER. REFER TO -I60 MPH 'c': 32, O.C. STRAPS INSTALLED CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRUSS ENG. FOR -150 MPH 'a': 4V OC- OVER WALL SHEATHING PRE-ENG W 24 PER ELEVATIONS PRE-ENG WD. TRUSS 24 ADDITIONAL -140 MPH 'c' 48. O.c. t O.G. MA HIGHEST RIDGE. DIAGONAL TOP OF STUD WALL 2X4 OR 2X6 FASCIA BRACE TO BE a ANY SPAN SECURED W/ (3) 12d O.G. MAX. HORIZONTAL TRUSS SOLE PLATE - PER ELEVATIONS 15'-0' OR GREATER. REFER NAILS REINFORCEMENT. FFIL� A L. EM Na1INOILS STRAP SECURED W/ (3) 12d SECURE TO TO TRUSS ENG. FOR SEE FASTENER—\ SECURE TO 0'-0' TO 30'-0' (1) HOLES BACKING INTO NAILS TRU58 W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE 1/2, CDX OR -1/16' OSB (2) 12d TRUSS REINFORCEMENT. 02 FOR SHEATHING (2) 12d 30'-1" TO 60'-C' (3) DO NOT PLACE SCREW IN TOP OF TOP HOLE NEAREST TO TOP FASTENER PATTERN NAILS X-BRACE (U X-BRACE MASONRY WALL OF CMU BLOCK WALL SECURE TO WALL PER NAILS - FASTENER SCHEDULE 0'-0' TO 30'-0' (1) 1/2' CDX OR 1/16' 055 ON SHEET D2 X-RACE SECURE TO WALL PER m CENTER ND IDS (2) B BRAGS DIVIDED 0 CONNECT BottoM of STRAP TO CMU BLOCK WALL OR 'T/16" ZIP SHEATHING 30'-I' t0 60'-0° l3) FASTENER SCHE!DULIFF EQUALY FROM CENTER Wi (1) 3A6' DIA X 1-1/4' SYSTEM (INSTALLED PER X-BRACE (1) X-BRACE ON SHEET D2 MANUF. SPECS.) A CENTER AND (2) R 7/16' ZIP SHEATHING TO END 1E LONG TAPCON MASONRY WEEP SCREED, SEE BRACE DIVIDED SYSTEM (INSTALLED PER CONT. 2x4 SPF RAT RUN SECURED W/ CMU BLOCK WALL SCREWS CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER ANUR SPECS.) 2 -STORY DETAIL 15, SHEET WA 2 (2) 12d'a m EACH TRUSS (2) 12d a m EACH TRUSS END 2X4 W/ 3/8 X E, LAG GABLE END 2X6 P.T. SECURE (2) 2x4 "2 S.Y.P. DIAGONAL BRACE W/ 032' O.C. MAX, OR (2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ 1/2'X9" AN (3) 12d'o 0 EACH TRUSS DIAGONAL G SIMPSON META-24 A (3) 12d's a EACH TRUSS DIAGONAL CROSS EXTERIOR STUD WALL CONNECTION BOLT 32" AX. X-BRACING TO COVER 5-TRU66E6 �% 32' O.C.MAX, X-BRACING TO COVER 5-TRUSSES X-B G BRACING TO FIRST FLOOR MASONRY WALL NAIL TO 2X6 " DBL 701® PLATE 5/8' GYPSUM BOARD OR 1/2" HIGH cT�� W/ AILS 6' O.C. 5T N(2TH "I BOARD D 1/2'HIGH SCALE: 3/4'=1 - v SCALE: 3/4°=1'-0" 3 lALE: Nrs MAX. STRENGTH CLG. BOARD 2X STUD 16 C2,C, MAX, STRENGTH CLG. BOARD A R C H I T E C T$ 11 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407.774.4078 www.abdesigngroup.com AA #: 0003325 h N r w U w a ti a a w q ti p 2 SUDDIV. ac IAT: CREEKSIDE LOT #1 PROJECT# 04321.000 MODEL• 4EDB "1972-ARDEN" GARAGE SWING: LEFT PAGE. MONOLITHIC 2-STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF IF *y 8 RO AR NO CRA 93723 DATffi: 11/03/17 SCALD 1/4"=l'-0'° SHEET �3 *NOTE. NAIL SHEATHING TO ALL 2X A5 PER EXT. SHEATHING N4ILINGx, Sd 4" O.G- MAX a EDGES 8 (o"-S' O.C. MAX IN THE FIELD 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE SECURE 2x6 MIN, TO BLK W/ (2) 'XV A-15OLT5 4' EMBEDMENT MIN. A -- W/ VXVX4 WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) 12d NAILS OR GARAGE DOOR H IN JOINTS PRIOR TO FILLING MIN. (4) 10d GUN NAILS PBL. TOP PLATE po 2x4 COLLAR 71E AT EVERY OTHER DBL. TO ATE 2X4 16' O.C. MAX, RAFTER W/ 2X4 16' O. X. SECURE 2X4 TO © �O O MIN. (3) 12d NAILS OR WOOD W/2-12d a 6'-8" MIN. (4) 10d GUN NAILS O.G. STAGGERED 2x RAFTERS SECURE 2X4 W/ 2-1/4' SECURE 2X4 W/ 2-S,(m TAPCONS OR DRIVE PIN Ix8 NAILER SECURE TO TRUSSES TAPCONS OR DRIVE PIN (MIN. SHANK SIZE _145 MIN_ pp pp BELOW W/ IMIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. SECURE 2x4 ON (2) 12d NAILS OR EMBEDMENT I Ya" WAN S' EMBEDMENT I Y4' WAN S' FLAT TO BLK (3) 10d GUN NAILS e EA. TRUSS £A. END NOT TO EXCEED BT. PLAT EA. END NOT IS, O.C. MAX ARCHUJ 4Y W/ OUT NAILS. SIDES: pq 15, O.C. MAx 2X6 GARAGE DOOR BUCK W/ (8) RAFTER TO TRU55 MTS-12 BT. PLATE ° �'XS' A -BOLTS 4" EMBEDMENT MIN. CREATE VOID FOR STRAP 2X4 SOLID BLOCKING W/ 2"X2'XYa WASHER AND NUT PENETRATION SECURE TO SHEATHING 1/2, Cpx SPACED EVENLY FROM FLOOR TO ROOF DECKING OVER 2X4 SOLID LO 1/2- GDx WITH MIN. 2-12d PER ELK. GARAGE DOOR HDR. IN JOINTS PRE-ENG TRUSSES SECURE TO S EA. END PRIOR TO FILLING. WITH MIN. 2-12d BLK. 1-2X6 PT BLOCK a CENTER OF PRE-ENG. TRUSS A. END EXTERIOR ARCHWA WITH WINDOW EXTERIOR ARCHWAY SCALE: 1 2'•1'-0' IN DOOR HEADER W/(I)YJ'X8" J-BOLTS 4" EMBEDMENT W/ 2'X2'XYe' WASHER AND NUT. ® ALTERNATE CONNECTION FRAMED ROOF MSTA-24 RAFTER TO BLK'G 4 COSCA 1 SCALE: 1/2"•I'-0' BETWEEN TRUSSES SCALE: n = © o ANCE TO _ . MANUFACTURER'S •N INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT �� -- GARAGE DOOR BUCK ATTACHMENT 0.1 � ► � �� /rim+.�.� L.qm FFA • 1 1 _ IFA �15111 VA WA VA W1 VF ..._,.y� p =II �INil�l� .. ■ II �� • ±�j'%/ �i � ,�e 010 •� 6�'11� / 'rOil „1 am 410 -ENG TRUSSES W/ TRUSS �K5 . • 1115 UPLIFT CTOR VERIFY W/ SIMPSOM HTBM20 MING PLAN WW 10d TO TRUSS BLE TOP PLATE AND (4) 1/4' x 2 1/4' TAPCONS TO CONT LE STUDS ®16' O.C. POURED LINTEL SON LSTA-1E e JACK • 1300 UPLIFT BOTH SIDES OF (2) SIMPSOM HTSM20 NING. INSTALLED ON OPPOSITE FACES OF BLOCK WALL TUDS e 16' O.G. MAX W/ W/10 10d TO TRUSS ATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4' IN J' OF WINDOW/ DOOR TAPGONS TO CONT NING AND SECURE PER POURED LINTEL ING SCHEDULE STUDS (SEE HEADER N CHART FOR DETAILS PRE-ENG TRU55 SPECIFICATION) (SEE HEADER SPAN CONTINUOUS RT FOR DETAILS AND BOND BEAM CIFICATION) K STUD ASSEMBLY TO BE URED ONE PLY e A TIME. 12d NAILS, TWO WITHIN 6' M EACH END S NO MORE N 12' D.C. STAGGERED /2, CLG. BOARD 1/2'x9' A.B. MIN. 1' TAP CONS 70P PL EMBEDMENMT 8" FROM EACH MIN. 2' COVER TOP PLATE T P BOT7 1 D MINA 14 SS ITHAN END S 32' O.G. MAX, 2' APART 11 WINDO ST BE TYP. INTERIOR PRE-FAB � 5P4 OR HB e TOP AND PRE- AB I2' BOARD PRE I/2, CLG. EOARD TRU55 .P AB BE D LOCK I 1 DOOR OP EN aNG�WD FR BOTTOM PLATES ® EA. FULL TRUSS ANCHOR 1/2' CLG. BOARD COAT. M L 0 1 OF OPENING. I/2' D ALL TRACKS, S ° LENGTH STUD, BOTH SIDES 1 � 2x4 WOOD RETROFIT STUDS e16' BOTTOM a LOCKS LINE OF SLAB O.G., U.O.N, 1/2' DRYWALL 1/2' DRYWALL e 2X4 WOOD 2x4 T. I SE E 7x T L CK W/ 2) a. .I �/ 45 REBAR VERT, IN CORNER BEAD STRESSNT' STUDS e16' 5 5 ' TAPGON IVE PIN 50LID GROUTED CELL BLOCKING CHANNEL 5HAP SEALANT S O.C., u.ON L 2x4 WOOD N 51 ANK 51Z ) STUDS 24' O.G. W/ BACKER ROD MID -WALL j' �L SECURE BT. PLATE STUDS •24° M BED. I ") 5/e' THICK, 3 COAT SECURE BT. 1/2'XV A.B. TO SLAB W/ 10d O-C• TYPE GYPSUM WI H 8' OF EACH AND ° - CEMENT PLASTER 8' GMU SEE PLATE TO SLAB 12' DRYWALL 32' O.C. 1" MASONRY NAIL s WALLBOARD , Q DIRECAPPLITLY to STRUCTURAL FOR W/ lOd MASONRY 32 O.G. MAX O. AX SPACING. REINFORCEMENT EMBED ATTACHED T A I - . { MASONRY 2x6 P.T. WD NAIL 0 32 O.G. 51DE • 1 a _ ,. ATTACHED TO FILL MAX 2k4 P7. FO D PLATE CELL AS PER CONC. SLAB A CONC. SLAB CMU WA o g��.(�\91. _ PRODUCT CO��Yy- AB FROM MIAL RII -DA ° °° I;� FROM MIAMI-PAPE ^.-4--a a:_Q ..� GOUNTi SEE FOUNDATION I ° a I �TRIP M ATWERMOULDING BALL FOR DETAILS SP4e O.C. MAX a a °_ ° MOULDING ALL ST FLOOR AROUND (BY 1ST FLOOR 1ST FL00 1ST FLOOR TYP. INT. WALL a a . DOOR MANUF) � q� . a as ° a d a - 9 ° GALv. E�+TEEL INT, BEARING WALL INT. BEAING W TYP. INT. WALL i. `" � —� — -" — — TRACK E° Oils METAL STUDS $ < a a WOOD JAMB W/ 8 (NO UPLIFT) B (W/ UPLIFT) e(N�ON- BRG.) SC NON-BRG. 3/I6'xl 1/4'LAG GALV STEEOVERHEAD DOOR TAT SCREW6 5Y MALFL TRACK 1' MIN BY OTHERS SCALE= 1/2'=1'-0' SCALE, ,/2'=I'-0' LE: I!?'=,'-0" SCALE: ,/2'=1'-0' ,-� ARCH WINDOW FRAME FA TENE SLIDE FASTENED TO TRACK BRACKETS ROOM W/1/4'-20x1/2' GARAGE DOOR JAMBS CARRIAGE BOLTS 1 v SCALE: 1/2'-1'-O" AND LOCK NUTS. TRUSS TO WOOD FRAMING SIMPSON MTS-12 PRE-ENG TRUSSES W/ TRU55 CONNECTOR VERIFY W/ PRE-ENG TRUSS PRE-ENG. TRU55 FRAMING PLAN ENG TRUSSES OR DOUBLE TOP PLATE DOUBLE TOP PLATE FRAMED RAFTERS 2x CONTINOUS STRESS DBL. 2X TOP PLATE _ MAX SP4.32" O.G. MAX BLOCKING MID WALL 1/I6' OS$. a CRIPPLE STUDS • I6" O.C. 2x STUDS sa 16' O.G. MAX, OR 1/I6' ZIP SHEATHING U.O.N. SYSTEM (INSTALLED PER HEADER SIZE PER SIMPSON L6TA-12 e EA. JACK PRE -EN 5D MANUF. SPECS-) SPAN CHART. STUD, BOTH SIDES OF 2T S G SUBFLO S A GLUED 2x BLOCKING AND SCREWED AS PER TOP OF OPENING. MT6-12 FASTNER SCHEDULE W, CDX 2x STUDS & 10' O.G. MAX W/ 16T FLOOR STUDS TO SHEATHING. SHEATHING TO BE 5TUDS 16' O.C.MAX. 2ND FLOOR STUDS 2X DOOR/ WITHIN J' OF WINDOW/ DOOR SIMPSON 115TA-36 a 32' 2X BTMI. PLATE WINDOW OPENING AND SECURE PER 2X4 DBL. O.G. MAX 9 3/4' FLOOR DECKIt�Ka OPENING NAILING SCHEDULE TOP PLATE M574-36 32, P.G. m KING 5TUD5 (SEE HEADER 7/16" 05.5. MAX SPAN CHART FOR DETAILS PRE- ENGINEERED AND SPECIFICATION) FLOOR GIRDER X4 STUDS 16 ' O.0 PR2E-ENG FLOOR TRU55 JACKS (SEE HEADER SPAN O.S.B. SHEATHING OR 2 DOUBLE TOP PLATE PRE- ENGINEERED CHART FOR PETAILS AND CDX PLYWOOD. ATTACHE 2x GONTINOUS STRESS FLOOR TRUS5 5PECIFICATION) PER FASTENER SCHED P1"' ON SHEE a �/16 05•5. BLOCKING MID WALL JACK STUD ASSEMBLY TO BE OR 1/I6' 21P SHEATH MTS-12 Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. SECURED ONE PLY e A TIME, 2x STUDS • I6' O.G. MAX, W/ 1/4' GAP FROM BLK. TO O.S.B. USE 12d NAILS, TWO WITHIN W SYSTEM (INSTALLE R TEXT, FINISH U'O'N' FROM EACH END d NO MORE MANUF. SPECS.) 1/2' GYP, WL. BD, 2 HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT 2x4 BLOCKI NDER O THAN 12' O.G. STAGGERED PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN �I L� WALL ST SCURE ETA-16 SECURE BT. PLATE TO PRE -ENGINE D SP4 OR H5 � TOP AND BETWEEN TRU BAYS W/ SP4.32' O.G. MAX SLAB W/ }'xS' ANCHOR O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP O BOTTOM PLATES e EA. FULL (3) 12 AGH END TR BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. LENGTH STUD, BOTH SIDES MU WALL SIMPSON HIGH STRENGTH OF OPENING. 2x DGU TOP PLATE EPDXY 1' EMBED. MIN. ® SHEATHING ® TOP OF WOOD FRAMED WALL TO BE DS e IV O.G. STAGGERED MIN. OF 16' FROM SHEET BELOW SHEATHING TO LAP TO • • • SIMPSON SP4 n BOTTOM OF PRE-ENG'D 12 a EVER STUD 32' O.G. MAx 05 INSTALL ALL SHEETS W FACE GRAIN PARALLEL TRU55 BELOW.. SHEATHING TO STUDS MUST NOT BREAK 1'-4" MIN. 2X4 BT. PLATE 9® INT. 2—STORY L.B.W. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 1� SCALE: Imo'=r-m' 4FROM 2ND FLR. LINE. EE WALL DETAIL ENTRSCALE; 1/2'=r-O' q��DOOR OPENING WID FRAMED ATTACHMENT SCALE: 3/4'=r-m' SO -0' SGALE:1/2'=r-0' CONTROL DATE: 07/01/15 A R C H 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 Fes, W W U w 0 �4 U W A A 2 SUBDiV do I�OT: CREEKSIDE LOT #1 PROJECT# 04321.000 MODEL.• 4EDB "1972-ARDEN" GARAGE SWING: LEFT PAGE: MISC. DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 1"1/03/'17 SCALE: 1/4"=1'-0" 1 SHEET FAIL COAX ':ng Permit # Orawners. Name Applicant Opening Design Product Rated Product Product Manufacturer Model # Approval Glass Type Method of Attachment Pressure Design Pressure Number 1149" concrete screw 6°` edge distance head, 4" edge Swing char (+36) / (-47) {+67} /{-G7} Th@rrrMa-Tru Smooth Star' FL20461.17 N/Adistance @jamb, 4" each side of transom centerline to bucking. Fastener spacing 15" a/c max, head and jamb. Min. embedment of all anchors to be 1 i/4°' Type 1: 3/16" or 1J4" EYCO U#tracon anchor 6" max, from corners, 113J4° a/c at jamb, 16" head. 1 1/4" embedment.. Type It: 3J16" or 1/4'° ITVIt concrete tapcan anchor. 6°' max. Ohl window (+38) J (-48) (+54) ! (-50) Ply Gem Ply Gem 15€l0 FL1G�1(13,7.-R9 Ilan Impact from corners, 7 1/4'" a/c at jamb, 1Li 1/4"' @ head. 1 1/411 embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements, Type ].: 3/15" or 1/4'° ElCO Ultracon anchor 6" max,. from earners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type It: 3,f1E" or 1J4" ITVai concrete tapcan anchor. 6" max. (indoW [Integral (+38} i (-48) (+50) / (_55) Ply Gem Ply Gem 1sQti F1.161,Ut�,1-R6 Non impact' from carvers, S 1/2"' o/c at jamb, 6" � head. �. �./�" Mulled) embedment. Eight additional tapeons top and bottom required horitantally, one midspan vertically each side. #vats#1 per manufacturers recommended requirements. 1/4" concrete tapcan anchor. 2 1I2" minimum edge distance. in Glass boar g (+33 / (-41 } J +5t7 { } % (_Sp} Ply Gem Builders series FL14Es34.2-R3 Nan Impact 6'" max a/c from carnets and 20 3/4"" max a/c elsewhere top, 47$0 vertically and bottom. 21./2" min embedment. 1f41" concrete tapcon anchor. B" max o/c for careers. Tapeon required 3'° each side of center of opening tap and battam, que single dear (+36) / (4 7) (+47) / (-47) Therms-Tru Smooth star FL14985.1-R2 N/A Top and bottom centerline of each door slab get, tapcan. Rest rith transom of vertical o/c spacing.' is 14" max,. 1 1/4" embedment. >le Garage Door (+29) /' (-35) (+46) J (-42) Clopay 16-2x7 73 W6 FL1646.6-R9 Jl'"A 3/8"° x 2-3J4" Hilti sleeve anchors 6"from ends 22'° O/C Use galvanized (zinc canted) roofing nails, 11 or 12 gauge,. with at least 3/$" din. heads, long enough to penetrate through plywood or 3f4" into boards. Use 4 Waits per shingle Roof IKC} Cambridge FL7006.1-1310 placed 6-1/8°' shave the butt edge, approx. I" and and 13'° from each end and 1/2"above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 nderlayment lnterwrap RhinoRoof U20 FI-1S21.6.1-R3 gauge I %"annular ring -shank. nails, spaced 6" a.c, at all laps and three staggered rows fastened 1°' a.c. in the field of the rail soffit +31.6, -38.8 {+157} / (-46.1) Plyem ttarifarm Soffits Ft24161.1 1/4°' x 20 stainless steel or EI.CO Panelmate with minimum :one Panels less Hurricane storm embedment 13/4'" in concrete / masonry, 2 1/Z""min, edge ha 6' span �+��} / �-'�} panel MFG. 24 GAGE F116293-R2 distance, 12" o/c max. spacing. Can be headed screw or all thread but. with wing. nuts. 1 f4"' x 20 stainless steel or ELCO Panelmate with minimum 'icane Panels 6' Hurricane storm embedment @ 13/4"" 6n concrete / masonry, 2 1/2"min. edge oan or more (a-45) / (-SCo) panel MF Z4 GAGE Ftn1293-R2 distance, 12" o/c max. spacing. Can be headed screw or all thread but with Wing. nuts. Install per manufacturers recommended requirements. rstem Sheathing Huber Wall Sheathing 17147.2-112 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 #: 0003325Ell F W w 0 w 0 a q A h sv$aIv � LOT: CREEKSIDE LOT #1 PROJH:CT# 04321.000 MoaEI. 4EDB "19'72-ARDEN" GARAGE SWING: LEFT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA n tl DATA 11/03/17 SCALD 1 /4"=1' — 0" 4%CO NOTE: NOTE: NOTE: IF ZIP SHEATHING SYSTEM IS APPROVED BUILDING WRAP IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE s' MANUFACTURERS 6" 0 VERTICAL LAPS (ROLL MANUFACTURERS FLASHING (COMPATIBLE W/ HOUSE �> ENDS) 4 6 0 HORIZONTAL LAPS. WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE 1' INSTALLATION PROCEDURES APPROVED HOUSE WRAP. ; WITH FORTIBER 5HEATHING TAPE FLASHING TO EXTEND TO PIPE " OR LESS PIPE zi 6 x6' SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT THICK, 3 COAT CEMENT PENETRATION -,- FLASHING (COMPATIBLE W/ HOUSE FLANGE OF CONTROL JOINTS t0 PLASTER BE WIRED TIED 70 LATH e 9' WRB LAYER , FORTIFIBER / \ I WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED O.G. MAX (VERY). DO BUILDING PAPER I' MIN. LAP • METAL LATH c :::: HOUSE WRAP. NOT FASTEN CONTROL JOINT TO ` FLASHING TO EXTEND ONTO PIPE WALL EVEN IF STUD EXI575 �I BEYOND EXCEPTSTAPLE5 W/ APPROVED METAL LATH )x X X X 1� LEG MAY BE USED TO TEMP. FASTENED 07' (VERT.) O.C. MAX SECURE CONTROL JOINT AT SUPPORTS X X X — DURING INSTALLATION WRB LAYER +1 CUT AND OVERLAP ONE SIDE OF METAL LATH SELF -ADHERING MEMBRANE FASTENERS TO BE SPACED STUCCO WRAP FLASHING CUT AND OVERLAP ONE SIDE OF -I' O.G. MAX VERTICALLY WOOD SHEATHING STEP *1 STEP 02 FLASHING�RNG MEMBRANE 1/16, ZIP SHEATHING WRB LAYER el, I ' THICK, 3 COAT CEMENT 1 5TEM (N5T LED PER STUCCO WRAP PLASTER WR5 LAYER "' .�s?. / METAL LATH stUCGO WRAP 6' MIN PAPER LAP BELOW ONLY LAYER V, �. 5.;:.y s` ,` <:•5 . i.,.'• * ' �, , .� `-- I WRB LAYER 02, FORTIFfBER BUIBLD NG PAPER (FIBER WRB LAYER r'2, FORTIFIBI=R BUILDING PAPER BUILDING PAPER METAL LATH \ / I WRB LAYER "I, &NW SELF -ADHERING MEMBRANE STUCCO WRAP FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE k TO }' INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED LATH SHALL NOT GAP MIN WOOD SHEATHING HOUSE WRAP. 6' To e' ♦ To a OR 'I/I6' ZIP SHEATHING REOU REDTTO SECURE BE CONTINUOUS MIN _ M �I SYSTEM /INSTALLED PER FLASHING TO EXTEND ONTO PIPE gii THROUGH CONTROL \ ///\ M UE. SPECS) PIPE/ WIRE 70 FRAMING JOINTS BUT SHALL 4'x4' SELF -ADHERING MEMBRANE BE STOPPED AND FLASHING OVER APPROVED HOUSE WRAP. TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING MN ATH FLASHING= TO EXTEND ONTO PIPE PER ASTM GI063 PLACED FLAT MAX. 6' TO 8' LAALL LAP R FROM CONTROL JOINT WHEN APER LAP CONTROL JOINT FALLS ON a!a' CONT. BEAD OF SEALANT 1�FA�B'ENER9 FOR LATH TO BE NAILS STRUCTURAL STUD F�GALE. 11/2'`I'-¢" INSTALL APPROVED HOUSEWRAP AIR 5TAPLE6 IN COMPLIANCE W/ ASTM CI063 INFILTRATION BARRIER OVER 2. WIRE TIES TO BE INO. 1S) OD475' WIRE SHEATHING 3. BLOCKING S RE MAY HE IN ADDITIOOI \ ELASTOMµRIC O,YATTIW OVER LL CSTUUCCCO/ TO WALL STUDS REc�LIIREp PER PLAN / awo VERTICAL LATH & PAPER DETAIL WOOD STUDS '\ � SECTION PER SECTION R70$,7 Exterior lathing and plastering z7NOTE. SHEATHING Exterior use of Portland cement plaster SIDE LAPS OF METAL OR 1/16, ZIP SHEATHING SYSTEM shall comply with the application PLASTER BASES SHALL (INSTALLED PER MANUR 6PEC5.) requirements of ASTM C 926-12A BE SECURED TO BUILDING NOTE: 1 � o-' MIN. FRAMING MEMBERS. PAPER IF ZIP SHEATHING SYSTEM IS Installation of exterior lathing and framing „ „ LAP M TYPE CONTROL J®INT THEY SHALL BE TIED INSTALLED, PLEASE SEE shall comply with ASTM C 1063-12A. BETWEEN SUPPORTS WITH 0.0475-IN. (1.21-MM) 5TUCC V LAP e LATH MANUFACTURERS WIRE AT INTERVALS NOT V LAP a PAPER INSTALLATION PROCEDURES MORE THAN 9' (2n-MM). 01 /j/'``�� AS PER ASTM C1063 � f �E PENE T 7 TT 10N D T I C i l � ( "t , I. FOLD INWARD a PT. A O I. FOLD INWARD • F'7. A -� T ,�`��uT 7 l$.1. (gl FOLD a. CREASE • PT. 15 ® y� I 'i_ � JL � O �J T N�- 11 FOR REPAIR OF TEARS ® IN WRB LAYERS, TEARS HORIZONTAL LATH DETAIL MAY BE PATCHED & PAPER DETAIL WlHOUSE WRAP TAPE PER MANUF. SPEC. OR FOLD i PEEL i STICK e 4t, ? ' �\ 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR ( `{ L FOLD INWARD a ® I. FOLD INWARD • PT. A WOOD SHEATHING OR CMU Pr. A s. CREASE a PT. B WRB LAYER *I, a. CREASE a PT. B 3. CREASE O Fr. c STUCCO WRAP (FRAME ONLY) 3. CREASE a PT. C 4. FOLD PT. C OVER PT. C TILL PT. C TOUCHES BOTTOM FLANGE. a" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT {: CEMENT PLASTER (CMU) LE�I m )� f METAL LATH (FRAME ONLY) 6 ©ND_ LAP UJRB TAPE OVER DiRAINA�E FLANE (WfR5 BOTTOM FOLD ® ROOF/WALL SCREED s TT FLAW¢ � � E }R # 1 / STUCCO TUCCO WIfRi4 � )W4TER TIGHT NOTE: SEAL FOL°• 12Q IF ZIP SI-IEATI-IING SYSTEM IS ea�Tcur. INSTALLED, PLEASE SEE J' THICK, 9 COAT CEMENT z r-34L °L" TYPE CONTINUOUS 0 _ _ _ _ _ _ PLASTET*(FRAME),I/a'7CDAT � --. GALv. METAL FLASHING �� '�`�� «O�TI�I�E� MANUFACTURERS CEMENT PLASTER (CMU z INSTALLATION PROCEDURES WR5LAER^2,FORTIFIBER (NAIL TO ROOF DECK, NOT �UI INCH �� Y BUILDINGa PAPER (FRAME ONLY) WALL SHEATHING) au5 LATER 01, �+ CAP SHINGLE - DO NOT NAIL, �IET AL L 74TH X X X X STUCCO WRAP(FRAME ONLY) LAP LAYERS OF BUILDING WRAP INSTALL WITH ROOF CEMENT '• OVER NAILING FLANGE, STOP ` MINGLE E D50VE STUCCO 4 e. FRAME OR CM � EXTERIOR \ • Y ROOF/WALL SCREED I ROOF CEMENT ` ••• BxSWALLFLA-°.HRL^a p \ ROOF PER ELEVATIONS WOOD SDI �tT�--I INC �aa OR 111ro" ZIP SHEATHING SYSTEM 1 'V KICY.-OUTFLASHIW3(SEE (INSTALLED PER MANLF. SPECS.) ? DETAIL) \ NOTE: SELF—ADHESIVE FLASHING — — — — — ` IF ZIP SHEATHING SYSTEM IS NOTE' INSTALLED, PLEASE SEE MANUFACTURERS 1 ITAL LAT+ 4: LAT�4 TO 5E FEF� SECTION( PELTUNDEt�aYMENT INSTALLATION PROCEDURES Y,ep WATER TIGHT SEAL (BEND OR P' 6oLDER. DO NOT CUT) 103. I.I / 45TI C—a47—SE/ d �IN. 25 L 5. „•� `� Lam: N AKICKGUT SHINGLE ROOFING \1 �'AT or RooF 4 s� WALL NTERSECTICNS FEF 5a. 1'y4RD (UTILITY OR N2-11NAL DRIP EDGE: OVERLAP 3', EXTEND 1/1' BELOW SI-EATHIW4, MECHANICALLY FASCIA WRAP LATH DOES NOT 1„4EET SPECIFICATIONS) FASTEN a' O.C. MAx. L FLASHING- N.T.S. 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 U W 0 F a U to A Q 2 SUEIDIV. 8e LOT: CREEKSIDE LOT #1 PROJECT# 04321.000 MODEL: 4EDB "1972-ARDEN" GARAGE SW31NGI: LEFT PAGE: STALL ASSEMBLY DETAILS 160 MPH EXP. C ns�� 11 /03 /'17 SCALE: 1/4"=1'-0" 1 SHEET WAI NOTE" INSTALL h" SELF -ADHERING IF ZIP SHEATHING SYSTEM IS MEMBRANE FLASHING OVER STUCCO INSTALLED, PLEASE SEE TOP, SIDES) AND BOTTOM FINISH MANUFACTURERS FLANGES OF NON -MOVABLE _ INSTALLATION PROCEDURRE5 FRAME OF THE EXHAUST. SE SI- WOOD CONSTRUCTION SEQUENCE of FLASHING TO BE: I. BOTTOM 2. SIDES. 3. TOP OV 8 S 7/16' ZIP SHEATHING SYSTEM 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR (INSTALLED PER MANUF. SPECS.) OR '` XI VENT CAP IS TO BE SET IN BED S WODD SHEATHINGWOOD SHEATHING OF SEALANT AT TOP AND A H G _'; WRB LAYER "I, SIDES ONLY. SEALANT IS TO BE WRB LAYER 01, 9 ; STUCCO WRAP TOOLED 50 AS 70 DEFLECT ;l r STUCCO WRAP }'a WATER AWAY FROM JOINTS. WRB LAYER 01, FORTIFIBERPREMANUF. DRYER 1 BUILDING PAPER 1 t E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL VENT CAP (SET IN METAL LATH X JOINTS AND INTERSECTIONS GONT. SEALANT) {.•: WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD i 7/8' TEXTURED I. ��FINISH m WOOD � APPLY SEALANT AT PERIMETER OF � CONSTRUCTION BACKER ROD ti NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Y4" CAULKING to JOINT0 f FASTEN to u�oD STRUCTURAL I ALL AROUND MEMBER m l" O.C. MAX TO LAS DES $" THICK, 3 COAT CEMENT e' crlu I PER SECTION R703.7 �—PLASTER y 76' TO ) , MID -WALL I WEEP SCREED Exterior lathing and plastering BACKER ROD I Exterior use of portland cement plaster" VENT � 7�T shall comply with the application DRYER d E 1V T BLOC ,/8 TO all 1" -WALL Ea requirements of ASTM C 926-12A. WE SCREED e: 11. 6' WIDE STRIP SELF X Installation of exterior lathing and framing I ADHESIVE FLASHING, CLEAN ' shall comply with ASTM C 1063-12A. MASONRY BEFORE APPLYING X SELF-ADHESIVE WRB LAYER "I, I I' I FLASHING TEXTURED STUCCO WRAP X. HOODED VENT BUILDING PAPER FINISH w MASONRY X OVER "QUICK _ WOOD FRAMED ' THICK, 3 COAT CEMENT FLASH° - -1 WALL �� HORIZONTAL WEEP SCREED X.. PLASTER (FRAME TO BLOCK) METAL LATH —� HORIZONTAL WEEP SCREED PIPWRB LAYER 02, FORT(FIBER WALL THROUGH / � FRAME TO FRAME BUILDING PAPER NOTE: WOOD SHEATHING 1 NOTE: IF ZIP SHEATHING SYSTEM IS _ IF ZIP SF-4EATHING SYSTEM 15 INSTALLED, INSTALLED, PLEASE SEE A DRYER VENT (FRAME) PLEASE SEE MANUFACTURERS MANUFACTURERS t " SELF ADHESIVE INSTALLATION PROCEDURES INSTALLATION PROCEDURES FLASHING (INSTALL PER MANUF. SPECS.) 8 1/16, ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPEG5J OR BUILDING PAPER /WOOD SHEATHING UNDER 'QUICK FLASH' WRB LAYER "I, NOTE: WRB LAYERol, STUCCO WRAP IF ZIP SHEATHING 5Y5TEM IS GUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP WRB LAYER 02, F (FIBER INSTALLED, PLEASE SEE BUILDING PAP MANUFACTURERS FOR BOX INSTALLATION WOOD INSTALLATION PROCEDURES GUT "X" INTO CON5TUCTION x" ,K VENT PENETRATION WRB LAYER 01, SELF -ADHERING 1X� META TH U STUCCO WRAP MEMBRANE FLASHING11 SCALE: N.T.S. VI cA51NG A APLY SELF -ADHERING P RAI 8 ND WOOD SHEATHING MEMBRANE FLASHING Y Y° OVER BOX 14ND VER MI -WA 1 APPROVED WRRLATER EEP GRE 6T F #1 eT F #2 J." WIDE STRIP SELF ADHrblvE FLASHING, CLEAN MA50,NRY BEFORE APPLYING APPROVED ►- _ FLA jHING I HOUSEWRAP BELOW LAYER 01, STUCCO WRAP ELEC- METER FIELD 1 VERIFY LOCATION --ELEC. METER FIELD STONE EER OVER TCH COAT VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE "D' FELT MEMBRANE FLASHING ENTERS BOX, OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF-ADHERINCz ORIZONTAL WEEP SCR AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER W/STONE VENEER PRIOR TO INSTALLING ELEC. OU RDAP (FRAME TO BLOCK) METER UJRB LAYER *2, FORTIFIBER CAVITY TO CE FILLED �� BUILDING PAPER WITH RIGID POLYMERIC STEF LEGEND am, + G E N D I5OCYANOTE-POLYBLEND FOAM JIB JL _ ("GREAT STUFF" OR 51M ILAR) APPLY A SILICON ELASTOMERIc DRAINAGE PLANE (UJRB CASE SEALANT AT POINT COATING OVER LAYER #1, STUCCO UJRAP) THAT ELEC. WIRE PENETRATES srucco/ G.V. FINISH APPLY E-Z BEAD (SEE TYPICAL WALL CURB LAYER #2 (FORT11=15ER ...... - - OVER 6m MIN ° SECTION) AREA TO RECEIVE • GRADE "D'% METAL LATH UILDINC I APER) STUCCO SCRATCH COAT ALAROVNT TDALL 0. METAL LATH X—XXX 6 1 COAT OF PAINT W/BACK- JOINTS AND ROLL PRIOR TO INTERSECTIONS ; ° . ° . ° , ° ° °.°°.° STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING METER CAN OR METER CAN OR 7/16" ZIP SHEATHING SYSTEM COMBO OR METER CAN AND (INSTALLED PER MANUF. 5PEG5.) DISCONNECT SELF-ADHESIVE FLASHINGx - — — &TEE #e & T E F NOTE: ELECTRICAL RECEPTACLE METAL LATH. LATH TO ICE RER SECTION ELECTRICAL CONDUIT � R7O3.7.1 / ,ASTM C-847-0J1 MIN. 2.5 L55. PENETRATION FER 50. YARD (UTILITY OR NOMINAL LATH DOES N07 MEET 5REC;IFICATION5) A R C N IT EC T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 ti w r4 w rY w A A lip SXYBDIV. CREEKSIDE LOT #1 PROJECT# 04321.000 MODEL• 4EDB "1972-ARDEN" GARAGE 'SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 16C MPH EXP. C ARCHITECT: STATE OF FLORIDA 1'1/03/'17 SCAIM 1/4"-f-0" PT r U:H: VV A2 WOOD SHEAtHING EXT. WOOD FRAMED WRB LWALLAYER "I, COLUMN SHEATHING STUCCO WRAP DECKING �_ ._WEATHER RESISTIVE -FLOOR i ` i+ : BARRIER 01 IN OOD WRB LAYER *2, FORTIFIBER " ' WOOD BUILDING PAPER G'D TRUSS FINISH LAYER (2 LAYER 3' X 3" 26 G ALV. ,� f_ WEATHER RESISTIVE EEL 4 STICK) METAL DRIP GE BARRIER 42 1. SET IN FUL ED OF _ ° HAT CHANNEL a CHICK, 3 COAT GEMEN7 WEATHER ISTIVE SEALANT MIN, t I: 6' $AF W/e!e' TYPE "k' DR L PLASTER B IER "I SEm DRIP SPACE M DRIP I PEEL < STOCK S.A.F, TOP OF WE GREED WEATHER RE VE FACE TREX f TO SHEATHING BEHI EEP SCREED BARRI "2 ED TO 1Yasx3m •L• FLASHING \`w 411 O TI PLASTERS GOAT GEM v IR DE ..-.......... FULLY`'; j INROOF CEMENNT EMBEDDED WOOD SHEATHING WEEP SCREED _ 1 )J' X 3' 24i GA. GALV. METAL LATH Y AP FOR BACKER METAL DRIP EDGE WRB LAYER *I, ; ` I D 4 SEALANT OF STUCCO WRAP WOOD SHEATHING s 11 SEALASET IN N �i' MIN. �` I � X1 /a P. R SIMULAtEP Ya GAP FOR BACKER WOOD (tRE FILLER, ROD 4 SEALANT P THICK, 3 GOAT CEMENT \\ � CONTINUOUS '` VINYL CASING BEAD SPACE FROM DRIP PLASTER S L REEFING : , ; FACE TO TREX WEATHE ESISTIVE AM6h-WFWG-TS CUSTOM III �' ,rr F S G WRAPPED WATER PRO, let WEATHER RESISTIVE VINYL CASING BEAD r BA RI 41 + EXTERIOR GRADE LAYER (2 LA YE EL • i BARRIER 01 WE HER RESISTIVE + +, m P A WEEP SCREED DRY WALL STICK) WRAPPED M r WEATHER TIvE WATER PROOFING 16t • :•. i B BIER 2 t0 SHEATHING BELOW „ r, ' BALCONY DECK T a WRB LAYER "I, n CANTILEVER .aemer n i BARRIE "? LAYER (2 LAYER PEEL � ! XTERIOR COLUMN STUCCO WRAP 4' POSITIVE DRAIN THICK, 3 COAT CEMENT 4 STICK) PI I PLASTER j P'TT TM COLUMN SHEATHING WEEP SCREED to PEEL 4 STICK a * VINYL CORNER BEAD DRIP EDGE TO DECK EXTCK ENDE 11' DRIP S" SAF. # - + WRB LAYER 2, FORTIF15ER a•~� � i BUILDING PAPER N A N FIELD VINYL CASING BEAD SUB FLOOR 1 EDGE •'\\PEEL 4 IGK -.. 1 Xa°x3' 'L' FLASHING __-- _ _ ----- CSH R G IFICATION OF ®® 311 X 3' VA�V. SUB FLOOR `FULLY EMBEDDED IN tE SSORIES ONLY) \ME L D ROOF CEMENT - ;FULLF1Ya X 3 26 GA. GALV. METAL PRIP EDGE W "I ,FLASHING WRAPPED I Y•�'kl s/a° P.T. OR SIMULA � 5E Ya � CORNER OF CANTILEVER WOOD (TREX) FILLER, CE F DM DRIP SET IN FULL BED OF $TUC P ! SITI DRAIN CONTINUOUS FAGS T TREX I 'XI V P-T. O IMULA 1 1. D RE ILLER, SEALANT, Pall MIN. VI ASING BEAD ONTINUOU ". AMIGO AM6h- -180 `. 1 %�� ,� WE D ya GAP FOR BAG SPACE FROM DRIP CUSTOM CASING EA ROD 4 SEALANT ATER PROOFING let I ;-'FACE TO TREX ------' FINISH LAYER ( AYER AYER (2 LAYER PEEL 4 a AP F SEALANT VINYL CASING BEAD TICK) WRAPPED FROM FEEL 4 STICK) ; O B R ROD. WATER PROOFING let NO GAP I C �� DITRII1- 3/4 RESILIEN 1;' LOONY DECK TO MOD eo LAYER (2 LAYER PEEL 4 SHOWN CLARIFICATION OF NOTE: 10 HAT CHANN I TILEVER ' GK, 3 GOAL CEMENT '�/'} SILIENT I STICK) WRAPPED FROM VINYL CAS1N A ; ` {{ HAI BALCONY DECK TO SEPA E ACCESSORIES ONLY) IF ZIP SHE 4TI-IING 5Y 15 JL i l of PL. ER IN GA$ING A I CANTILEVER CASING BEAD fN3TALLED, PLEASE SE META ATH "THICK, 3 COAT CEMENT MANUFACTURERS WOOD ATHING 1 DTL. CANT. INSTALATION PROGEDUR �T w/rEXTURE X PAI ECG I WEATHE ESIStIVE A$TER SCALE: I I/2°=1'-a' L F JL �I FINISH BARRIER W/S TURED 4 PAIN ED WALL M L LATH WEATHER 1STIVE THICK 04T C ENT BARRIER *2 SH WO SHEATHING 4' OSITI IN 411 - DRAINPLAST CHICK, 3 COAT CEMENT NOTE: Di�,�fN�G€ PLN� CUJRB VINYLA WEEP SCREED PLASTERWEEPS METAL LATH: LATH TO BF PEfR SECTION LA'S Efi� #1, STUCCO W�,Qp) VIN IN NO GAF IN FIELD VINYL CORNER BEAD NO FORICL FICATION OF �SWOUN FOR CLARIFICATION IR103.7.1 / ASTM C-E?41=0131 MIN_ 2.5 L55• WEB LA"rEfR 02 (FORTIFI5ER — . _ ... _ — SEPARATE ACCESSORIES ONLY) VINYL CASING BEAD SEPARATE AGCE RIES ONLY F'ER 50. YAfRD (UTILITY OR NOMINAL BUILDING P,Afi ER) BALCONY DRIP BALCONY DRIP L 4TH DO SNOT MEAT 51 ECIFIC, TION5) A DGE INSTALLATION 11C EDGE INSTALLATION @) COL N METAL LATH x x x x (W/"L" FLASHING) NOTE: N ZIP SHEAt INSTALLED, P MANU ACTT [NSTAW4g,TlON ING SY EASE RS PROCE E IS RES WOOD CONSTRUCTION- Ir�� WEATHER RESISTIVE A BARRIER 5TUGG� W00®) 5NEATHING 2x FRAMING MEM5ER w�4F.= IN I G! WOOD SHEATHING NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE WREi LAYER "I, � � � � MANUFACTURERS `:.. s. 3/4 RESILIENT WEAT R SIS '' UK I/ICo" ZIP 5HI=ATHINCg 5T5TEM (INSTALLED PER MANUF. SPECS) STUCCO WRAP �' I INSTALLATION PROCEDURES HAT CHANNEL B I Z02 SELF- 4DHESIYE FLASHING _ _ _ _'I THICK, 3 COAT CEMENT WOOD 5HEATHING Y CASING BEAD PLASTER WRB LAYER "2, FORTIF15ER a`� �T 3 COAT CEMENT ER 2 1/2° CORNER BEAD' BUILDINGx PAPER ! _ ?- - 5/8' TYPE 'X" WALL ETAL LATH FASTENED TO SHEATH INCa i ; WRB LAYER I, W/TEXTURED 4 P D r ' A WOOD SHEATHING -I O.C. MAX. METAL LATH j i ! STUCCO WRAP FINISH •� �arNrtrc,ersrErt (WALLED PER MMLF. IWISM oR7nXI2 ° � i I J' THICK, 3 CO .MEN . �I H , ; (2) 2x12 HEADER � � THICK, 3 COAT CEMENT I X i WRB LAYER 02, FORTIF15ER PLASTER ' JJ { cv PLASTER } I i BUILDING: PAPER 1- 4' POSITIVE DRAIN x' WR B LAYER #1, 'SELF -ADHERING !- `.` I i METAL LATH VI Y C NE WEEP SCREED STUCCO WRAP ! FLASHING YIN G A NO A I I WOOD SHEAtHING !I ',(EXPLODED THICK, 3 COAT CEMENT (SHOWN F ARIFICATION OF VIEW FOR i PLASTER SEPARATE A SORES ONLY)METAL LATH DRIP CAP CLARITY) DRIP EDGE INSTALLATION WRB LATER 02, EORTIFIaEfR BUILDING PAPER WINDOW FLANGE <e NOTE: IF ZIP SHE HING S $ EM IS WOOD CONSTRUCITON 14 A CORNER L b BEAD � FRAME WRB L STucc YER 01, WRAP INSTALLED, PLEA SEE � � MANALLATI INSTALLATION ERS PRO E URES WEATHER RESISTIVE "I 2 1/2 ` � _ f BARRIER '� ,--- CORNER BEAD WRB LAYER 02, FORTIF15ER ._ WEATHER RESISTIVE T�T - (FASTENER SPACING n vu+�✓iiv� rwrcic i� j BARRIER "2 :......::, .:- METAL LATH + 1 VINYL CASING BEAD THICK, 3 COAT CEMENT N 5/5" TYPE `X" DRYWALL METALS LATH P°LTAHS KR3 COAT CEMENT W/TEXTURED 4 PAINTED FIN15H FIE ' WI EASYSTEM (o°SELF-ADHERING\`i 11 _ ��A61i� lANUF. SPECS.) THICK, 3 GOAT CEMENT { I � CMU 'FLASHING . •, � 1 PLASTER / VINYL CORNER BEAD 3 VINYL CORP. 4' S/gll THICK, 3 COAT CEMENT POSITIVE DRAIN PLASTER APPLIED DRIP CAP WEEP SCREED DIRECTLY TO MASONR'r UJINDOUI FLANGE - VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) C 0 R N E R B E AID CEO E LU"C K 15 B CASING BEAD � WINDOW @aRIP EDGE INSTALLATION 14BFRAME, NO BANDI A R C N I T E C T S 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W W 0 0. A E A ti SVBDIV. a WTc CREEKSIDE LOT #1 PROJECT# 04321.000 MODEL• 4EDB "1972-ARDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA AY u I . BOLA D AB00 HAGRA NO 93723 11/03/1'7 SCALE: 1 /4"=1' - 0'° WA3 NOTE: IF ZIP SHEATHING SYSTEM IS '------------------------------ - W D SHEATHINCa INSTALLED, PLEASE SEE Y4GAGP TYP PILA51TER3 COAL C Nt g" THICK, 3 COAT CEMENT MANUFACTURERS TO TRIM METAL LATH L ANT PLASTER ;� INSTALLATION PROCEDURES IX TR EMBER METAL LATH WRf3 L ER "l, D STUCC 5TUCC AP SIDING TRA ION WRB FORTIFEE ER WOOD SHEATH( WR3 LAYER FORTIP15ER r SIDING OD 5H Tl I G x x=x BUILDING PA WRV B LAVE 1 f. i a x—xx—a,- a Mo!" �." WINDOW FRAME f 1 i i STUCCO AP - 1 METAL LATH "- 1 I I I ..................................................... A R F RTfFIBER WRS LAYER *I, S P R WRB LAYER $I, " THICK, 3 COAT CENE ! WRB ER #2, FORTIFIBER 5TUCCO WRAP PLASTER i STUCCO WRAP - i I BUI ING PAPER A IN IN � SELF -ADHERING _ \` ..$` ` AL LAT CASING BEAD �-------- ---.•- - --. (W/%',' FLEX LE f=VC KER ROD) FLASHING (o" BE HEREING rExPLODE a" TH1 3 OA CEMENT FLASHING PEEL 4 STICK VINYL ANGLED WRB LAYER I, CCO WRAP, CASING BEAD ! cLaRlo P STER �DI�T� `IIC� S TAT # 3 CASING BEAD MBER R FRAMING f`I ro' SELF A 51vE FLASHING DRIP CAP ''�;,_ (CROSS SECTION) WINDOW FLANGE WRB L 1, , :';rWOOD 5 ATHING I ' = " 2X FRAMING STUGG P i ' ` \ VI AN D ' \ BEYOND CONSTRUCTION MEMBER WOOD D TAIL LOW EXPLODED \ I BE Y 1 WOOD SHEATHING i \ F CLARITY ' THER RESISTIVE ' WRB I.AYER 02, F IFIBER >; 1 ER »I BUILD�NC= PAPER 1 ; BAARI E5ISTIVE ''---------------------------------------------- METAL- CATii ' i j1 9��.b E X l yVa L NG ; , /// ' SEL -ADHERING --------------------------------- \ I 1 ' WiREAL ; / I ASH( G ------------------ THICK, 3 COAT CEMENT 1 + W SELF -ADHERING j Q I, n Zn THICK 3 COAT CEMENT S ,�1 , FLASHING i � � W THER RESISTIVE i y,4 GAP P PLA5TF-R . 1 BARRIER »1 i 1 CASING EAD P STER STARTER STRIP / \ � � WEATHER RESISTIVE �' "SELF-ADHERING \ J \ \ BARRIER'2 SEALANT TO OW MET LATH 1 FLASHING 1 p0 NOT C 6w K nra f 1 !j b' SELF -ADHERING SEAL OPENING / FLASHING j FLASHI GALv'p METAL Z8 LAYER 2, FORTIFIBER � � 'AFLASHINC'aAL 7NG i I �� p0 NOT CAULK OR UILDING PAPER TRIM MGM ED SEAL opENING WINDOW FRAME WINDOW FLANGE I — � D 51-IEATI-41NG CASING DEAD (ki) WINDOW BEAD .� // \ Iy< "SIMULATED (FRAME, MBER �/�� f WOO MMEAULKI < 1 ° \ \ OR A GPPRO AU EALNANT 1 .::: �... a::rsr :.�__ s:; .. . r •.. I ' STUCCO CASMG I BEAD SIDING TO STUCCO WRB LAYER NOTE: C) BLOCK TO FRAME i STUCCO WRA IF ZIP SHEATHING SYSTEM IS TRANSITION I I WOOD SHEATHING INSTALLED, PLEASE BEE 19 6" WIDE PEEL # 5 K I MANUFACTURERS OVER FLANGE INSTALLATION PROCEDURES I INDO LANGE METAL LATH NOTE: E-Z BEAD vINYL CASI METAL LATH: LATH TO BE PER SECTION (W/Ye" FLEXIBLE PVC, BA ER ROD) MIN. 2.5 LBS. 2X FRAMING WRB LAYER #1, R�m3.-I.l l ASTM C-8��-09, MEMBER *APPLY FULL BED OF SEALANT BE EN STUCCO WRAP UJ00� 5I4EAT;L-IIN PER SQ. YARD (UTILITY OR NOMINAL FLANGE 8 BUIL©ING WRAP LATH DOES NOT MEET SPECIFICATIONS) BUILDING WRB LATER #2, FORTIFIBER =`� I WRAP BUILDING PAPER �`--------------------------------------------------------------------------- -- �' WOOD CONSTRUCTION \ BEYOND _ 6' SELF -ADHERING 3 GOAT CEMENT I /'' �-^ I� I /� D SHEATHING FLASHING g THICK, ; �TU�sles0 l.V�4P BA R RESISTIVE WEATHE TIvE I i PLASTER i WEATHER STIvE /\\ SARR BOvE P E �� 1 6ARRIER'2 ASHING II 1 D CASING IIIE WIR5 LA E� 1*2F0fRTIFI5E W/ XE FLAP G I n , W/6 REVEAL VINYL ANGLED ; 1 BUILDING �AfE fR FLASHING z E RTRI RR »I TIVE \- 6' SELF -ADHERING � ' CASING DEAD — \ / U AAT R RESISTIVE 1 IET?4L L74TN STARTER STRIP / \� \\ / VINYL CASING BEAD �`,. = i G v'D METAL ' DO NOT CAULK OR I I Z' FLASHING "I U TH I C 3 C0,4T CEO }ENT SEAL OPENING \ / DO NOT CAULK OR 8 I� A_F_dl OPENING(EXPLODED /� GALv'D METAL ATHER RESISTIVE �j VIEW FOR FLA&TES "Z' FLASHING " RRIER »I TO LAP L u •' G E N IJ Y.e' X W SIMULATED ' VE TOP CLARITY) WOOD TRIM MEMBER ASHING x E-Z BEAD VINYL CASING 6' SIMULATED DRAINAGE PLANE (WRB I i I BACKEREROD�'PVC I / , RIM HERING LAYER #I STUCCO WRAP) �� / � " 5E HERING , FI SELF -ADHERING f I j FLASH( WRB LAYER *2 IFORTIFIBER FLASHING I \ EMENT 1'L CO i \`� CR APPSEAL ROVED NGNT BUILDING PAPER) ` WEATHE STIVE "''`' U.EATWER RESISTIVE A I' I IN �I � u ' Ali � � IA I � �j � BAD BARRIER »I METAL LATH x—x—x—x W R RESIS IvE E-Z BEAD VINYL CASING IER »2 (W/34. FLEXIBLE PvC BACKER ROD) STUCCO BAND (F_F?�IAME) I IN TO STUCCO WEATHER RESISTIVE AME TO FRAME BARRIER 12 D SCALE- 1 1/2"=1'-0 ORIIVP'ZIP OsEAEINGTSYSEM TRANSITION (INSTALLED PER MANUR SPECS.) 19 SELF-ADHESIVE FLASHING — — — A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7 74-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w Q' U w 0 4 w A ti p ti SVBDIV. 8e LOT: CREEKSIDE LOT #1 PROJECT# 04321.000 MODEL: 4EDB "1972-ARDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXTR C 11 /03 /17 SCALE: 1 /4"=1' — 0" SHEET WA4 CUT AT 4 MOD IN HC L INE OPEI APP OVE! VZ) E INSTALL 6' SELF-ADHE FLASHING C NAILING FL JAMBS EXTEND FL I' BELOW 5 FLEXIBLEf DO NOT 5E FIN 'EMPORARILY OLD -UP < SEC IOUSEWRAP (01 UCK FLAP UND t HEAD FOLD HOUSED IN AT JAMBS d SLOPE SILL R: INSTALL b' SELF -ADHERING FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE EXTEND _ SELF -ADHERING FLASHING I' MIN BEYOND JAMI5 FLASHING INSTALL VINYL DRIP CAP S 1 Er f ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE FOLD DOWN DIAGC ACRO WINDO 1PPLY 3i6' NOM. :CNTINUOU5 BE, )F SEALANT AT AME,S AND HE+ 1PPLY TO BAC! IINDOW NAILING LANGE IN LINE 'RE -PUNCHED IDLES OR 61-01 JIDE ADHESIVE EXIBLE FLASHIN VER DRIP CAP 'ECTO-WRAP EQUI V) WINDOW FLASHING DETAILS INSTALLATION El (FULL WIFZAP) 5CALEE: NT& NOT IF Z I f H ATH INS �'6T 1l 16 INSTALL rD, INSTALL PLUMB, L AND 5QL MANUFAC WRITTEN NSTRUCI Y 4NE NG DINT NOTE: I. IT IS THE CONTACTORS RESPONS15ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS ! SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. N AND SEAL JAMB TO SILL JOINTS WITH 1108 FOLLOWING COMPLETION OF RIOR RETROFIT WORK NOT REPAIR SCHEME SHOWN SHALL 5E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C T S Group sign Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD. FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 00 C4 Q) O U W q r4 U ti A ti ti SUBDM & LOT: CREEKSIDE LOT #1 PROJECT# 04321. 000 MODELa 4EDB "19'72-ARDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C NEW p;pT- E= II/03/"1'7 SCALE: 1 /4"=1' — O" SHEET � �� V V A5 2x�o SUP -BAND W/I"x4° NOTc1H a END, WRAPPED IN 1=FFL 4 STICK DRIP EDGE 7/6" TEXTURED FINISH Q WOOD 1/2' TEXTURED FINISH s CMU METAL FA I� I� 1 r \ axb 5u13 I i \ METAL FASCIA \ O WRAP Ya" FROM \ STUCCO, I" FROM \\ WOOD WALL EXTERIOR WALL \ i (FRRAME OR CMU) \ NOTE: NOTCH FOR 2X(o � � SUB SAND ONLY LEVAT FL AN A \ ROOF KICK OUT REMOVED FOR CLARITY 1/8' TEXTURED FIN15H � WOOD, 1/2" TEXTURED FIN1514 s CMU METAL LATH WOOD SHEATHII CR CMU WR5 LAYER *I, STUCCO WRAF WRB LAYER °a, BUILDING F'AF'E !FRAME ONLY) ROOFING CEMEN' DRIP EDGE METAL KICK OUT ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) ` — 11/8" TEXTURED FINISH WOOD, 1/2 " TEXTURED i FINISH e CMu i 2xh SUB -SAND W/1"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. 5U5 BAND 2" OFF WOOD WALL NOTE: IF ZIP 5HEATHINCz SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO SE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -0' SCABBED TO TRUSS W1126 NAILS 6"-8" O-C. MAX. 2x 5U5-5AND W/lJ/21lx4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0) WALL SUB BAND DETAIL @ WA W./KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. y4" ABOVE BOTTOM OF DRIP EDGE 2x SUS -BAND W/v2"x4" NOTCH a) END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLAizITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ASOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WM'x4' NOTCH 1z END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 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 J F w W w a ti a U q a sulmm & LOT: CREEKSIDE LOT #1 PROJECT# 04321.000 MODEL: 4EDB "1972-ARDEN" GARAGE SWING: LEFT P.&OE: WALL ASSEMBLY DETAILS - SUB -BAND 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATM. 11 /03/1'7 :SCALE: 1/4"=1'-0" 1 mots n