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HomeMy WebLinkAboutBUILDING PLAN• STATE OF FLORIDA CERTIFIED BUILDING DESIGN CRITERIA: CONTRACTOR: •FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) IsALL LOCAL AND STATE CODES D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES J. CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PLAN REVIEW DATE I CHECKED BY: BLVD. *OCCUPANCY •CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED •EXPOSURE *I -STORY RESIDENCE •2-STORY RESIDENCE 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733 =7092 Fax: (321) 733-7972 - RESIDENTIAL, GROUP R3 - VB - CLASS B - Vult=160 MPH Vasd=124 MPH -C - MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT, CALC.'S LIV'INGs 1612 SQ. FT. GARAGE 432 SQ. FT. ENTRY 38 5Q. FT. LANAI 96 so. FT. TOTAL 2238 SQ. FT. AtC VOLLP1E 14113.1 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE M. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MTD. MOUNTED CL CENTER LINE MTL. METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC THE PLT. PLATE D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIAL DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING OTL DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EL EACH SHT. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXH. EXHAUST SIM. sDffiIR EXT. EXTERIOR SL. SLIDING F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR�WALL FIB{. FLOOR FLUOR. FLUORESCENT SC SOLID CORE FR. DR, FRENCH DOOR TEMP. TEMPERED GLASS M. FOOTING THK. THICK GA. GAUGE T.O.C. TOP OF CURB GAR, GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. DEADER WD. WOOD HOT. OR HT HEIGHT WOW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION i J LL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED CONCEALED FASTENERS OR ATTACHMENTS ARE THE R.°SPONSIIILITY OF THE CONTRACTOR OF RECORD TERMI i E I II Ai kdi is a D=i" nSED WOPK gvsco 6U�sApYP94P��{0149YHAt COMP Y 1rDIYPo Alm HML-1&ALE ®DOE!' INDEX OF DRAWINGS SHEET # DESCRIPTION PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A-DOWEL PLAN PG 1B-LINTEL SCHEDULE PG 1B.1-SAFE LOAD TABLES PG 2 -FLOOR PLAN PG 3C-ELEVATIONS PG 4C-FRAMING PLAN PG 4.2-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG DI -MONOLITHIC FOUNDATION DETAILS/SECTIONS PG D2-SHINGLE MONO. SECTIONS & DETAILS PG D3-SHINGLE MONO. 2-STORY WALL SECTIONS & NOTES PG D4-MISC. DETAILS PG D5-PRODUCT APPROVALS PG WAl-WALL ASSEMBLY DETAILS SCANNED PG WA2-WALL ASSEMBLY DETAILS 8Y PG WA3-WALL ASSEMBLY DETAILS ST LUCIE COUNTY PG WA4-TALL ASSEMBLY DETAILS PG WA5-TALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS f7/L N -Uf'o7 8 ST.LI;CIFCOUNT'>'?3tfiL2,t°.r .I�.TST �C REV1L\i' ,jD I-ot3 REVlt,I DY 9 vATL PLA A�17 PrRNtIT NiusT Nh�E, N Og O LNsPLCTION NV'LL ARCHITECTS 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 1rk W ti 4 co; CW F A F: ti e craa=v: ae LOT: CREEKSIDE LOT #93 PROJECT# 04321.000 MOaELa 4EAB "1672 ARIA" GARAGE SWMG. LEFT PAGM COVER PAGE 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA A 08/10/17 3C E:1/4"-1'-0" GENERAL NOTES 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION IV. POOLROOMS 75 OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING V. BALCONIES AND DECKS 40 JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. VI. STAIRS 40 VII. ALL OTHER ROOMS 40 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 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 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) 11. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED II, EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2:1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC, UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 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 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 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 AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/4' 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. 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, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD, 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10, FLOOR SHEATHING SHALL BE APA RATED '/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11, WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING, 1.2, 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. MASONRY 14, TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI 16. 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. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 16, PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 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 L/240. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK, THE BED JOINT OF THE STARTING COURSE MAY 17, THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN 3/4INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. FOR MORTAR JOINT THICKNESS TOLERANCES, 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR IF A STACK BOND PATTERN IS TO BE USED 9 GA LADDER TYPE 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, 19, DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. REINFORCING STEEL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 3 CONDENSATION LINES SHALL BE MINIMUM %` PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. REINFORCED CONCRETE STRUCTURES, ACI 315' THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 5. ALL CLEANOUT5 SHALL BE FLUSH WITH GRADE. 6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 3. WELDED WIRE FABRIC SHALL BE T X 6" - W1.4X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 9, THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 10. DRILLING &NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EDITION (2014). 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 2511 . 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 4. PER FBCR 5TH EDITION (2014) 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'/ -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 HEREIN.SEE 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 Y THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I, #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER aWi D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS; 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-1 063-1 1A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS 'L' FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 1 1A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02/08/17 A R C H I T E C T S J. N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W y Mal o r a 114 OtMDIV. de LOT: CREEKSIDE LOT #93 PR'm OJCT* 04321.000 MODS 4EAB "1672-ARIA" CtAitAG•E S' fMG: LEFT PACE: GENERAL NOTES 160 MPH EXP. C ARCHITECT: STATE OF F=LORIDA DA!' OS'/.10/17 SC r 1/4"=1'-0" FA'IIIIiMIIIllLvl A R C H I T E C T S Desirn Grou Inc. 1 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W v W 0 yF W V h W A O C: M suanry ae LOT: CREEKSIDE LOT #93 PROJECT# 04321.000 MODEL 4EAB 1672- ARIA" GARAGE SMMG: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA am DA E� 06/10/17 sCA :1/4"=1'-0" A R C H IT E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W U W ti F 4 U W 4 F A (: O tT39I)M de LOT: CREEKSIDE LOT #93 PROJECT# 04321.000 MODEL: 4EAB 1672- ARIA" GARAGE 871ING: LEFT LIPAGM ELNX160 MPH '. C ARCHI-T STATE OF FLORIDA AUG 18/1017 a TM 013/10/17 8C :1/4"=1'-0" IA �' NO. O _ (2) 3052-51 I L 3 5GRES5 (2) 3052-SH —747 1 I I LANAI j 8 -S GLt's. I DINING 110 i L-4 OWNER'S s'-8" cLc� j j SUITE (2) 3052-6�4 I 8'-8" CLG, mi II L— 2 GREAT ROOM W.I.C. 18'-8" CLis. I I I 010 ° II I I e II I 0 II I O KITCHEN I I I I I I L_ d)ci I O �e 0 BDRM. 3 w m BATH 6-W CLG. CLG. --� �� I i I I II GI LAUN. --� CLG II O o r------i II ATH— 2--- L----- J Crt. 0 O II II GARAGE FOYER CLG. 3068 W/ 36"X10" TRANS. BDRM. �2 L-7 8'-8' CLCs. ENTRY OJ L— 2 C2) 3052-5�4 L-1 ECsRE88 LINTEL SCHEDULE NOTE: THt= LINTELS MAY 5E SU58TITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY T4 4AN THE VALUES STATED 44V#ZTm4*4,6Tt ARCHITECT S Design YOU - Inc. . 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F w U w ti 4 W A F evaaiv: ae LOT: CREEKSIDE LOT #93 PEtOJzCT* 04321.000 acoaare. 4EAB "1672—ARIA" a'wRwaE ewrrra: LEFT PAGE: LINTEL SCHEDULE 160 MPH EXP. C ARCHITECT STATE OF FLORIDA AUG 18 os/10/i~7 5AF LOAD TAL5 FOR GRAVITY, UPLIFT E LATERAL LOADS 8" PRECAST 4 PRESTRESSED U-LINTELS 4^"04#94" A V f T**r LENGTH TYP SLIS SF5-05 SFI2-05 16-0 20-0 24-0 28-0 32-0 8F8-I5 W12-15 81`16-I5 SF20-I5 SF24-15 SF28-I5 SF32-I5 2'-10" (34") PRECAST 2302 3166 4413 6039 1526 9004 10412 11S3 6 3166 44-13 6039 7526 9004 10412 11936 3'-ro" (42") PRECAST 2302 3138 3371 4689 6001 1315 8630 9941 316ro 4413 6039 1526 9004 10412 11936 4'-0" (48°) PRECAST 2029 2325 2456 3467 4438 5410 6384 1358 2646 4413 6039 1526 S004 10412 11936 4'-ro" (54") PRECAST 1651 118-1 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 S004 10412 9668 5'-4" (64") PRECAST 1184 1223 1301 1809 2317 2526o 3336 3846 1665 288E 5051 6096 5400 6424 1450 5' -10 Y-10") PRECAST c3 12 1000 1059 1414 1889 2304 2121 3137 1459 2464 4144 5458 4431 5250 6122 ro'-ro" (18") PRECAST 931 1255 2101 3263 214ro 3358 3971 4585 1255 2101 3396 5260 7134 89S5 68SO �'-6" (90") PRECAST 1ro1 102E 1615 2385 I994 2439 2886 3333 1029 1675 2610 383E 5596 6613 5041 9'-4" (112") PRECAST 513 632 104E 1469 1210 1462 1154 2021 168 1212 1818 2544 3469 4030 3121 10'-ro"(126") PRECAST 45ro 482 502 1125 915 1122 1325 1535 658 1025 1514 2081 2114 3130 2404 II'-4" (136") PRECAST 445 598 935 1365 1854 2355 1 17S3 2075 598 935 1365 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 16813 2014 1570 INS 555 864 1254 1693 2211 2832 3590 CIroO") PRECAST 3ro2 421 12ro 1028 1331 1635 1224 1418 485 746 1076 1438 1 1555 2343 1 2920 14'-0"(165") PRECAST 338 3&1 648 919 IISO 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-S" 016") PRESTRESSED N.R.F4N-6g-;- NR NR NR NR NR NR 165 1310 2045 2610 3155 3165 PRESTRESSED N.R. NR NR NR NR NR NR NR 420 roS5 1250 1855 2370 2890 3410 I1'-4" (208")PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 I13'-4" (23211) PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4" (256")PRE5TRE55ED N.R. NR NR NR NR NR NR NR 153 330 610 940 1340 1780 2110 22'-0"(264")PRE5TRE55ED N.R. NR NR NR NR NR NR NR 160 300 570 8-10 1250 Iro60 I970 24'-0C288") PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1610 t"-IATEfRIAL5 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/0" aggregate. 4. Concrete masonry units (GMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GRoO. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. S" PRECAST A PRESTRESSED U-LINTELS 4^w"Cat" U f =L FT LATERAL TYPE LENGTH 5C8-1 12-it SFI6-It SF20-It 24-IT 8F26-IT SF32-It 8U8 SFS 6 -2 12-2T 16-2t 20-2 24-2 28-2 SF32-27 2'-10" (34") PREGAST 2121 2515 4101 5332 6569 1511 9055 2021 2021 2121 2184 3981 51SO 640-1 1630 885rt 3'-6' (42') PRECAST 2165 2289 3260 423-1 521E 6204 1192 1257 1257 2165 2215 3165 4125 5091 606) 1036 4'-0" (4811) PRECAST 1816 198E 2832 3680 4532 5381 6245 938 938 1878 1925 2150 3583 4422 5264 6110 4'-6" (5411) PRECAST 1660 1162 2501 3251 4010 4161 5525 -12-T 121 1660 1705 2435 3111 3913 4658 5406 5'-4" (64") PRECAST 13S3* 1484 2110 2141 3315 4010 4648 505 505 1393 1437 2050 2610 3293 3920 4549 5'-10"(-10") PRECAST 1272* 1357 1S30 2505 3084 3665 4241 418 418 1272 1315 1615 2441 3010 3583 4157 (18") PRECAST 1141• 1200 1133 2250 276E 3290 3812 -10-1 881 1141 1182 1684 21S2 2-103 3216 3132 1'-ro" (90") PRECAST S59* 912 1475 1914 2354 2797 3240 591 ro51 990 1025 1466 1907 2351 21S1 3245 9'-4" (11211) PRECAST 80l* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2211 26,34 10'-6"(126") PRECAST 116* 498 793 1021 1261 14S6 1131 396 493 716 roll 1039 138E 1111 2034 2358 PRECAST 666* 43S 696 899 1104 1309 1515 363 55ro 666 535 905 1295 1595 1896 2ISO 12'-0" (144") PRECAST 607* 400 631 816 1001 1186 1312 340 494 631 486 818 1209 1514 1159 2086 13'-4" (i60") PRECAST 500* 340 532 ro86 841 997 1153 302 398 513 409 652 1004 1367 1 1631 18S7 14'-0"(lro8") PRECAST 458* 316 493 635 718 922 1065 256 3ro0 548 378 629 922 1254 1567 1816 I4'-8' 0769 PRESTRESSED 243 295 459 591 124 657 990 N.R. 351 243 352 562 862 115ro 1491 1142 15'-4' C184") PRESTRESSED 228 278 430 553 (071 801 '525 N R' 32rt 228 329 542 791 1072 1381 1616 17'-4" (208")PRESTRESSED 165 I88 236 276 361 449 464 ro49 561 874 610 1121 114 1389 N.R. 255 19'-4" (232") PRI=STRESSED 165 201 313 401 490 518 661 N.R. 204 165 239 383 550 136 940 iIgO 21'-4" (256")PRESTRESSED 145 156 218 356 433 512 5So N.R.lie 142 212 336 477 635 50-1 993 22'-O"(264")PRE5TRE55ED 140 180 268 343 418 493 568 N.R. 161 131 205 322 451 607 711 941 24'-0"(288") PRESTRESSED 121 165 244 312 350 447 515 N.R. 135 124 166 290 408 538 680 1 533 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4AZT-40wale A f 7*' rf=E LENGTH8R1=6-15 &M=6-0 8RPIC-015 SIRFI4-05 OW15-05 5W22-0 OW26- OW30-OM 8RU6 SW10-15 SW14-15 SR=18-15 OW22-15 OW26-113 81;;7 30-IB 4'-4" (529 PRECAST 1489 1591 1821 3053 3412 2982 4982 3S54 6412 4929 7941 5904 9416 6890 10818 4'-(o" (54") PRECAST 1351 1449 2-162 2714 3600 448-1 5375 6264 1702 3412 4982 6412 7541 9416 10818 5'-8" (68") PRECAST 165 832 1153 1602 2162 1550 4074 2058 6472 2566 6516 3075 5514 3585 6839 5' -10" (10") PRECAST 135 779 1500 1449 1924 2400 2816 3352 1103 2051 3811 64-12 6516 5450 6411 ro'-8" (80") PRECAST $22 907 1611 2933 2516 3223 3612 4522 Sort 1671 2933 4100 6-130 1 8117 6107 T-ro" (90') PRECAST 665 161 1311 2252 1958 2451 2944 343E 764 1371 2329 3609 5492 6624 5132 9'-8" (Jiro') PRECAST F3ll 420 834 1253 1011 1342 1614 1586 535 S28 1491 2119 2616 3595 2815 8" PRECAST U1/ 2" RECESS DOOR U-LINTELS 4^"044M U L FT LATERAL ryfor LENGTH 8RP6-IT 8RF6-2T 8W10-1t BR9=10-2T OW14-IT 8i�I4-2t OW18-1-r 8fie'PIB-2t 8RP22-It Bi�22-2T am=26-It SRP26-2 aw30-IT aRF30-2 ORL SRF 4'-4' (52") PRECAST 1244 1513 2413 3260 4112 4961 5525 932 932 1244 1519 2339 3110 4008 4550 5696 4'-ro" (54") PRECAST 1192 1501 2311 3121 3931 4156 5511 553 553 11S2 1 1455 2240 1 3036 3831 4643 5453 5'-S" C68") PRECAST S24* 1112 11S5 2423 3055 3689 4325 501 501 924 1132 1141 2351 2915 3603 4230 5'-10" (10") PRECAST 896* 1138 1142 2352 2965 3581 4198 4ro9 46S 896 109E 1690 2285 2591 3491 4106 (80")PRECAST 778 882 1513 2042 2573 3107 3642 530 1100 178 95ro 1468 1981 2509 3035 3563 T-ro" (909PRECA5T 688 691 1325 1510 2250 2153 3221 110 941 688 849 1302 11(02 2225 2650 3151 (Jiro") PRECAST 533* 433 508 1123 1413 1104 1995 516 614 533 521 1009 1369 1 1128 2088 2450 Ti'fE D E 51r-:;NAT 1 ON F NOMINAL WOTP NOMINAL HEiGHT—] G ENEfRAL NOT 5 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 11'-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 315 and ACI 530 = FILLI=D WITl-I GROUT / U = UNFILLED QUANTITY OF 05 REBAR AT BOTTOM Oi= LINTEL CAVITY =1 /1T LQUANTITY OF S REBAR AT TOP *REDUCE VALUE: BY I6% FOR GRADE 40 FIELD REBAR U z O z "�✓ REBAR AT TOP MIN. (U REQ'D d. e 1-1/2" CLEAR Ll G.M.U. T "5 REBAR AT BOTTOM OF LINTEL CAVITY 1-5/8'ACTUAL BOTTOM REINFORCING: PROVIDED IN LINTEL 8" NOMINAL IUIDTN (VARIES) 5AFE LOAD TA5LE NOTE5 I. All values based on minimum 4" bearing. Exception. Safe loads For unfilled lintels must be reduced by 209, if bearing length is less than 6-1/2" Safe loads For all recessed lintels based on 8" nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One "7 rebar may be substituted for two 05 rebars in 8' lintels only. 1. The designer may evaluate concentrated loads From the safe load tables by calculating the maximum resisting moment and shear at d-away From the Face of support. 8. For composite lintel heights not shown, use safe load from next lower height. g. All safe loads in units of pounds per linear Foot. A R C H I T E C T 5 •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w w 4 0 F u A E stmi IV. ae LOT: CREEKSIDE LOT #93 PROJECT* 04321.000 MODEIa 4EAB "1672—ARIA" GARAGE OWING: LEFT PAGE: SAFE LOAD 'FABLES 160 MPH EXP. C ARCHITECT: STATE OF FLORDA AUG 18 0 /17 GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATACzORYr SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE BARRIER UNDERTLAYMENT REQUIRED` FLOOD HAZARDS g AIR FREEZING INDEX' MEAN ANUAL TET1P� afros EpdtOPOCxRAp (MPH) IC EFFEGt5k WEATHERINGa FROST LINE DEPTHb TERMITE NA 160 C NA NEGLIGzA5LE NA vERY HEAV1' 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBC R302.9.1 THROUGH F5C R302.13A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5 COMPONENT AND CLADDING WILD LOADS BASIC WIND EAIOM% FOR 3 SECOND OUSTS OPEOM SQUARE ZONE 1W MPH WIND NO fENIM AND TYPE FOOTAGE MIN. WINDOW 10 5 33.4/-44,6 CRITERIA EXTERIOR SWINGS 18 5 32.2/-42.3 DR. MIN. CRITERIA S.G.D. MIN. 41 5 30.4/-38.-T CRITERIA 160i0 O.H.D. 112 5 28.2/-34,3 BASIC WIND SPEED MPH = 160 (Vulfi) INTERNAL PRESSURE COEFFICENT = t 0.18 B1DG. GAT.=II, EXP.=C, MEAN ROOF HT. = lb'—O" PRESSURES HAVE BEEN MODIFIED PEIZ FBCR 612.2 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 07/08/15 =n =n (pVANITY O VANITY b a 38' - 8" I2'-011 caaD. (2) 3052-SH ;=r;PPSS 11)) FLOOR PLAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY t0 BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSINGS DEVICE (R302.5.1) FBCR 5TH ED. (2014). SQ.FT. CALC. S LIVINGS GARAGE ENTRY LANAI 1612 432 38 96 5Q. FT. SQ, FT. 50. FT. 50. FT. TOTAL 2236 SQ. FT. A/C VOLUME 14713.1 EXTERIOR MASONRY WALL 5RGS. HEIGHTS DSL. TOP PLATE MBAR DETAIL SCALE: 1/2"=P-O" - SARM�o C�RCH n, ib A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W w 0 E 4 W Q F A ["1672—ARIA" tmDIV'. T: CREEKSIDE LOT #93 zto=CT# 04321.000 ODEL: 4EAB ARAGE OWING: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA AUG I g 0 /17 1 8CA X: 1/4"=1'—O" 1 I 701mr,0315121 12 6t --� 8'-8' BRCS, HGT. I'- 0'-0' FIN. FLR 1 OFF RIDCxE VENT T(=XTURED FINISH ELEVATION OFF RIDC:i= VENT ICI 12 4" RAISED BAND T— BRCS. HGT. 8'-8' BRCS. HGT. 14B'. I'-01 �4 WAa rA TYP. OPT. COACH 9 L IGsHT 19A2 II 0'-V FIN. FLR. 0'-0' FIN. FLR. -' � T — — — — — — -- — OFF RIDGE VENT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER P5C R103B.1 OFF RIDGE VENT I OFF RIDGE VENT ------ LEFT EL TEXTURED FINISH 1�VATIC�N 12 6 rAl c— FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER 1=5CR R103.8.1 J 8'-8" BRG. HGT. -/)III 0'-O" FIN. FLR J 0-0" FIN. FLR. AREA OF ATTIC = 2235 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2235 /300 = 7.45 VENTILATION AREA XSQ. INCHES PER FT. (144) = 1072.8 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1072.8 IN UPPER PORTION OF ATTIC = 536.4 SQ. IN. OFF RIDGE VENTI LATION AREA = 115 SQ. IN. PER VENT 536.4 /115 TOTAL# OF VENTS REQUIRED = 4.66435 TOTAL#OFVENTSPROVIDED = 5 *AREA OF ATTIC IS THE PERI MITER OFTHE HOUSE, LE55 THE OVERHANG (EXTERIOR OF WALLTO EXTERIOROFWALL, NO OVERHANGS INCLUDED) 72 fie® 4j n�ECO. DETAIL t� SCALE: 1/2" a 1'-0° ARCHITECTS GDesiOn r0u Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W w U W 0 Ey W U W A h IBUDDIV. AC LOT.il CREEKSIDE LOT #93 Pl?.OJECT# 04321.000 MODEU 4EAB "1672-ARIA" GARAGE BVMG: LEFT PAGE: ELEVATIONS t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 102?'J DA 08/10/17 9C :1/4"=1'-0" 19HEET C A R C H .. — DENOTE RAT RUN s 10' 0/G MAX. :: = DENOTE DS STRaOACK a 10 O,L MAX BRACING LEGEND EXTERIOR GABLE TO 5E BRACEP UJ/2X4 5LOCKING m 4'-0" O.C. 5ETUJEEN Top c1-IORD t 2X4 SYP 02 X-BRACING. REFER TO DETAIL S/D5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYf' 02 OR SfOF BEVEL CUT TO TRUSS TOP CHORD UJ/10d x 3" NAILS e 6" O.C. STAGGERED NOTE! REFER TO TRUSS MFR'S SIGNED t SEALED DRAWINGS FOR UJE5 BRACING LOCATION, SIZE < REQUIRED FASTENERS. IN 511 511 FRAMING IX4 DIAL. B1'M. CI40RD BRACING, TYP. PLAN RANEY 06/02/14 GABLE: END BRACING SEE DTL. "4' SHEET 02 Design rou Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W w w 0 A, a Q h 2 stTBI)m & LOT: CREEKSIDE LOT #93 PROJECT* 04321.000 MODEL: 4EAB "1672—ARIA" GARAGE OWMG: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHfTECT: STATE OF FLORIDA AUG 1 0 /1'7 1/C=V-0" ONNECTOR SCHEDULE CONTROL DATE: 01-05-17 CONNECTOR USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-18 1625 (8) Red x 1 1/2' I -PLY, (6) I6d 2-PLY, (USP: (10) Rod X 1 1/2" - NO 166 OPTION) (2) META-16 1985 e2) HTA I6-18 28M (10) Red x 1 1/2" I -PLY, (USP: (10) led x 1 In') 2575 (14) I6d 2-PLY (USP: NO Ibd OPTION) HETA-I6 1810 HTA I6 1870 (9) led x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) 106 x 1 1/2', NO Ibd OPTION HETA-20 1810 HTA 20 1870 (9) 106 x 1 1/2' WILY, (5) I6d 2-PLY USP: (10) Red x 1 1/2', NO Ibd OPTION i (2) HETA-20 2035 (2) HTA-20 3230 (10) led x 1 1/2" I -PLY LISP: (10) led x 1 1/2" 2500 (12) Ibd 2-PLY (USP: NO lbd OPTION) Z LGT-2 2150 LUGT-2 1550 (7) - 1/4" x 2 1/4" TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (16) led V) DETAL-20 24W PHTA-20 2430 (18) - led x 1 1/2, 1 PLY MGT + 3965 MUGT 4175 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBEP), (22) Red TO WOOD (USP: (28) loci TO WOOD) HGT-2 + 109" HUGT-2 9790 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) loci TO WOOD (USP: WOOD (8) loci) HGT-3 + 10530 HUGT-3 9860 (2) 3/4' AT.R IN PIGI-+ STRENGTH EPDXY (MIN. 12' EMBED), (Ib) loci TO WOOD (USP: WOOD (8) 106) LGT3-SD82B 3285 LUGT-3 3525 (12) SDS 1/4'x3' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL CUSP: GONG (4) 3/8" X 5" WEDGE BOLT, WOOD (12) W825) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) led x 1-1/2' (USP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), CI6)-SpS 1/4'X3" TO WOOD (2) VGT 7185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32)-SDS 1/4"X3' / 2 PLY MTS-12 1000 MTW 12 1195 (14) led x 1 1/2' (USP: (14) 106 x 1 1/2", (14) 106) (16) Red x 1 1/2' (USP: (16) led x 1 1/2', CI6) 106) HT8-16 1150 NTW 16 1260 HTS-20 1450 I4TW 20 1530 (24) led x 1 1/2' (USP: (24) led x 1 1/2", (20) led) HTS-24 1450 }4TW 24 1530 (24) led x 1 1/2' (USP: (24) 106 x 1 1/2", (20) led) L5TA-12 ++ 925 LSTA 12 S30 (10) Red USP: (10) Red LSTA-18 ++ 1235 LSTA 18 1235 (14) Red USP: (14) Red MSTA-IS ++ 1315 MSTA-18 1310 (14)106 USP: (14)106 V) MSTA-24 ++ 1640 MSTA-24 1640 (18) IOd USP: (18) loci MSTA-30 ++ 2050 MSTA-30 2065 (22) 10d USP: (22) loci ry MSTA-36 ++ 2050 M5TA-36 2065 (26) Red USP: (26) led l`__ MSTI-36 3800 KSTI 236 3890 (36) Red x 1 1/2" USP: (36) led x 1 1/2" V) MSTI-48 5065 KTSI 248 5140 (48) 106 x I In' USP: (48) led x 1 1/2" H6 950 LFTA Co 1210 (8) 86 TO PLATES, (0) 86 TO STUDS CUSP: (I6) Sal x 1 1/2', (16) 8d) SP4 885 610T 4 945 (6) Red x 1 1/2' TO STUDS USP: (6) Red x 1 1/2' TO STUDS A34 395 MP 34 350 (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2" TO POST. USP: (4) 86 x 1 1/2" TO BEAM, (4) 8d x 1 1/2' TO POST. HCP2 645 HHCP 2 Boo (12) Red x 1 1/2' USP: (10) Red x 1 1/2' TO TRUSS, (10) led X 1 1/2" TO PLATE HIOA 1140 RT I6A 1380 (18) led x 1 1/2' USP: (9) led x 11/2" TO TRUSS, (B) Red X 1 1/2' TO PLATE VGT 4 HDU4 4940 PHD 4A 5215 (I6)-SDS 1/4"x3' TO WOOD, (10)-SpS 1/4'x2 1/2' W/ THREADEM ROD, (2) NUTS/WASHERn PLY USP: 5/8" ATR MIN. 7" EMBED SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS VGT t HDZB 4940 TDX 10 10140 CI(P)-SDS 1/4"x3' TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WA5HER/2PLY USP: 7/8' ATR MIN, 7' EMBED SET IN HIGH STRENGTH EPDXY, (4) 7/9" THRU-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6775 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG., (12) I6d TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 12000 PAU 66 2380 16005 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBEp.) IN GONG., (12)Ibd TO WOOP USP: SAME AS SIMPSON N LTTI9 +++ 1340 LTS 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)I0d TO WOOD USP: SAME AS SIMPSON x O _ (� Z Q LTT205 +++ 1500 LTS 20B 1105 (I) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10)le6 TO WOOD USP: 3/4' ATR MIN 7' EMBED SET IN HIGH STRENGTH EPDXY, (10) led, (10) led x 1 1/2" 2-1/2" HTT4 4455 j TT45 41b0 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED,) IN GONG., (16) SP010 X 1 1/2' (USP: (20) I66 X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) Red, (20) led x 1-1/21, (20) I6d x 2 1/2' HTT5 509e }¢TT45 5e05 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED,) IN CONC., (26) I6d X 2 1/2' (USP: (20) I6d X 2-1/2") USP HAS MORE NAIL OPTIONS: (28) Red, (28) led x 1-1/2", (20) Ibd x 2 1/2' HHDGII-SDS 25+ 11,810 UPHD 11 14395 (1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONG., (24) SDS Y4' x A' WOOD SCREWS (USP: (24) W53 WOOD SOWS) HDZB 6645 TDX 10 10140 (1) -1/8' A.B. IN HIGH STWNGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 7/8' BOLTS) N W (� MBHA 3.96/1125 3475 5330 N'FM35X12U 2590 7130 SIMPSON: (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6 15' EMBEDMENT) IN Cl"UU. FACE, (ISJIed TO BEAM USP: (U 1/2" J-BOLT W/ MINIMUM 6: EMBED. s NOT LESS THAN 4" FROM EDGE OF CONG W/ 3/4' PIA ITW RAMSETRR-EDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. (14) led AT JOIST (IO) I6d TO REAPER, (I0) Ibd TO WOOD USP: SAME AS SIMPSON HUSG412 !WOOD) 3635 2660 (FLR) HU8412IF 3060 2710 (FLR) 3265 (ROOF) 3325 (ROOF) Z �( HUC410 (CMU) 1800 4920 HP410 IF 1305 5e00 (15) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) Red TO WOOD: CUSP: (15) 1/4' x 3" WS3 SCREWS, (10) Red TO WOOD. USP (20) 3/16 TAPPER*, (10) led TO WOOD = HUC210-2 (CMU) 1800 5085 HP210-21F 1305 5000 (18) 1/4" x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: (18) 1/4' x 3' W63 SCREWS, (10) 10d TO WOOD. USP (20) 3/I6 TAPPER+, (10) led TO WOOD HUC210-3 (CMU) IB00 5085 Hp21e-31F 1305 5000 (18) 1/4" x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD: (USP: (18) 1/4' x 3" W63 SCFmWB, 60) led TO WOOD. USP (20) 3/16' TAPPER+, (10) led TO WOOD LGUM26-2-SDS 1430 5595 I-GUM26-2 2125 6065 (4) 3/6' x 4" TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) I/4' X 2 1/2, SpS SCREWS TO WOOD, USP (4) 3/8" X 4' WEDGE BOLT+t W83 WOOPSGREWS HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ led COMMON NAILS CAN BE SUBSTITUTED WITH led x 1 1/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONPBEAM WILL BE 51, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7' Lil I-- O A.T.R. - A-307 ALL THREAD ROD (SITE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2017' , "HIGH WIND -RESISTANT CONSTRUCTION F-G-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-5AS-2012 t USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DSL 2 D13L 2 DSL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4' 5'-4" TO 7'-0' 7'-0" TO 10"-0' 10'-0" AND OVER TWO STORY' APPLICATION DOWNSTAIRS SIZE CLEAR SPAN DSL 2 DBL 2 DBL 2 DSL 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0' TO 6'-4" 6'-4' TO 8"-0" 8'-0' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0' U.N.O. 4'-II 1/2" 1'-II I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 1 2 3 TYP. 2x12 BM./HDR. I. HURRICANE STRAPS TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: TRUSS TO MASONRY/CONCRETE SHALL 5E META-16 FLOOR JOIST TO MASONRY/CONCRETE SHALL 5E HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. TRUSS TO WOOD FRAMING SHALL 5E MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 5Y TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-12CI HAND DRIVES 's EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 7. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 F5C RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL S SHEET D4 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS d DETAILS. ARCH I T E C T S Design Grou lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h W U W 0 a a W A F A simDrv. T: CREEKSIDE LOT #93 PROXMCT# 04321.000 MODELt 4EAB "1672-ARIA" GARAGE S'RING: LEFT PAGE: CONNECTOR SCHEDULE 160 MPH EXP, C ARCHITECT: STATE OF FLORIDA AUG 19 0/17 1 /4"=1'— II . 2 ELECTRICAL LI=Gr=ND SYMBOL DEFINITION NOTES - e 125V OUTLET 20 AMP SINGLE POLE � 116N OUtLE7 II®V OUTLET V2 CP OUTLET WIRED TO SWITCH GFI IImV OUTLET EOUIPED WA3RND FAUL INTEIBIPTER (TAMPER RESISTANT TYPE) a@ 220V OUTLET (4) WIRE CONNECTION WATERF7ROCF G �pTERT GF1 oUTLET SWITCH SWITCH 3-WAY OPER ! /4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGs4r `Q\ vp VAPOR PROOF GHT �O\ wCESBED CAN �- WALL 60741-2 PRE -WIRED eVEENT. FAN I CFM PER So. FT. VENT. FAN w/LIc,Hr ICON PER SIM FT. l MXTUIRE f� (6PEc'6 715D ar FLU,WNT LICsHt 2-BULB WRAP AROUND _ 2' FLUORESCENT �=gip._ 4' PLUOWSCENY g 4 TRACK LIGHT ---e�--�'-- X a® PANEL METER OSMOKE rJ.D. BAIT. BACK-UP U!! HARDWIRE DETECTOR SD. WALL MOUNTED SMOKE DETECTOR 5A1Y. BACK-UP W/ HARDWIi� CARBON MONOXIDE SMOKE DETECTOR �50 BATT, BACK-UP W/ HARDWIRE MTER-CONNECTED 64ALL BE A DISTANCE Cr NOT LE66 THEN 4' PENDANT LICE"T TV I �1 TELEVISION JACK CEILING BOX FROJIRE OJ-BOX TO 5E SUPPORTED IN ACCORDANCE V 5OX MARKED AS SUCH FOR CEILING FAN/LIC44T(ACCORDANCE W/ BOX MARKED A6 OLIC14 FOR FLOOD LIG44T OPT. SECURITY KEYPAD P.B. RW44-BUTTON FOR CHIMES �--� use PORT NOTES: " LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING, ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI 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 MI5073 FBCR 5TH EDITION (2014) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR STUD (2014). METER FIELD VERIFY LOC. LU �60 BOLLAA' AS REO. PER BLDIs. CODE IRRIGATION OUTLET 61 48" 4FF nCONp. 2,4 131 _ �/ I -'d'TCIF1I .1 O OWNER'S SUITE PRE -WIRED 2 CLG FAN \ W.I.C. \ 24rf , \ 3:�24 I \ I L _ 25 rl�(_ _ 0. BATH 22 i li SD- 25 \1 LAUN. OI 30 LJ� o o� �I V 10 () GSFI� FI g 42' 13 13 WALL MOUNTED LIGHT W/SWITCH IN / ATTIC I � KEYLESS FIXTURE CsFI 13 CLG. OUTLET OHD 0'-4" 29 DINING - - ROOM CEILING MTD. LIGHT _ TO 5E INSTALLED, / 30 PROVIDE / J-BOX FOR, 13j', OPT. FAN I111 I Ic & 29 ter' PROVIDE DBL STUD P CLGWPAANND �(30 al EA. END OF / -1 KNEEWALL / 30 II // GREAT ROOM SWITCH IN / CABINET / 1 19 CFI KITCHEN I z9 HOOP WIRE W/ OUTLET FOR \ FUTURE MICRO. 26 04 9 II/ II 1 II I P.B- FOR GARAGE I DOOR I 29 30 FOYER \ 29 w z8 / 1 C 1 GARAGE \ I - I �3\ 1 GPI 30 l ENTRY -- — — — — — — — — — —— --�- / / OPT. COACH LIGHT � BDRM.#3 �26 //PRE -WIRED / CLG FAN I \ ATH I 3 27 \\ BDRM.#2 - P.B. FOR \ CHIMESz7 2 ®21 PRE -WIRED CLG FAN ELECTRICAL PLAN PROVIDE SO-D "QO' PANEL LOAD CENTER OR EQUAL SERVICE 120/240V, 1PH, 3W MINIMUM BREAKER AIC 10K BUS RATTNG:200 AMP LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT, NO. WIRE SIZE BKR TRIP TRIP AIR HANDUNG UNIT 60 6 1 2 8 35 CONDENSER AIR HANDUNG UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 9 10 12 20 1 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 20N121516 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI17 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLJANCE RECEPTACLES 20 GFCI19 20 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES BREAKFAST ROOM 20 AFCI21 22 12 20 TOILET ROOM RECEPTACLE(S) DINING ROOM RECEPTACLES) 20 AFCI23 24 12 15 AFCI MASTR SUITE LJGHTS AND RECEPTACLES TOILET ROOM RECEPTACLE(S) 20 AFCI2526 14 15 AFCI BDRM. J3 UGHTS AND RECEPTACLES BDRM. /2 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 UGHTS AND RECEPTACLES SPARE 31 32 SPARE SPARE 33.34. SPARE SPARE 35 36 SPARE SPARE 37 38 SPARE SPARE 39 401 SPARE NOTES: A. CONFIRM BREAKER AND WIRE SIZES WITH EQUIPMENT PROVIDED, B. WIRE SHALL BE TYPE "NM" CABLE EXPECT FOR 114E AIR HANDLER UNIT WHICH WILL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN. C. EACH MUL11WRE 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 do DATA WIRE TO BE CAT 5 E. CABLE N WIRE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. G. MAIN TO ALWAYS BE LOCATED NEXT TO METER. lam A" IF ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/'THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFOR'MI=R GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2'' PIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2'' PIA SCHEDULE 80 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 "ARIA" LOAD INFORMATION VA 1072 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT 5016 2 20 AMP APPLIANCE CIRCUIT AT 1600 VA EA 3000 1 LAUNDRY CIRCUIT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 5000 1 CLOTHES DRYER 1 DISPOSAL 500 1 MICROWAVE 1500 1 REFRIGERATOR 1200 2 IRRIGATION PUMP 2640 SUBTOTAL OF GENERAL LOAD 38056 FIRST 10 EVA OF GENERAL LOAD AT IOOR 10000 REMAINDER OF GENERAL LOAD AT 40X 26066 VA x .4 11222 TOTAL NET GENERAL LOAD 21222 3.5 TON HEAT PUMP (W/ 51CW EMERGENCY BEAT STRIP) 21 AMP x 240 VA= 3.5 TON COOLING SYSTEM 40 AMP x 240 VA— • 9600 NET GENERAL LOAD 21222 NET TOTAL HVAC 9600 TOTAL LOAD 30822 CALCULATED LOAD FOR SERVICE 30822 VA/240 V— 12a AMP 150 AMP SERVICE -WORST CASE SCENARIO - HIGHEST HVAC LOAD USED FOR CALCULATToNs." NEUTRAL CALCULATION: LIGsWTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA IS 10096, REMAINDER 0 35% NET LOAD: 6,949 VA RANGE: 12000 ® 109, 8,400 VA DRYER: 5000 is -t0% 3500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489 / 240 = IS A 02 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3"2/0 CU, THWN + 1"6 CU IN 2' CONDUIT OR 3 04/0 AL, THWN + i% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANGS.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 15OA/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEvISIGNI SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C H I T E C T S 1441 N. RUNALU HtAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W W U W F 4 U w A F �v BUDDIV. de LOT: CREEKSIDE LOT #93 PROJECT* 04321.000 MODEr i 4EAB f11672—ARIA" GARAGE 8Vr MG•: LEFT PAGE: ELECTRICAL PLAN t60 MPH EXP. C ARCHITECT STATE OF FLORIDA AUG 18 DATEi � 08/10/17 BCAJ E: 1 /4"=1' - 0" 811ran v0'� �I HVAC LAYOUT PLAN ARIA EQUIPMENT SCHEDULE 2.5 TONS MT -;a CARRIER Cu 25145C530A APU r-V4CNl E5,Fka05 FEAT 5<Lu SEER lfo SEER TOTAL GAP 29000 ELECTRIC 208/230/11-IP IBRKR CU 30 AI-IU 35 REF LINES 3/4, k 3/8" y U W ti 0. W q h F BXMDiV. CREE KSID37 LOT�93L PROJCT#00004321.RMODEU4EA "1672-A GARAGE BVDCG: LEFT PAGI : HVAC PLAN t60 MPH EXP. C ARCHITECTS R r:VERTICALLY WG V CLTI POU POUR CELLLL S'ITlpB W' OG MAX \\ /� SEE ENERSY COPE FOR" FOR DECIJI� 151 to .7 INSULATION It -VALUES SI MPSON SP4 2' .i77'' R}I "1 . 70 DAYS z TENURED FMI&-4 NFORGEP uU SEaIRE Br. tE TSIEa a' Cm SE B . A T LAB W1 ANG4IOR T T' CURE rE � MAX I� i i - WIAAUTA WWM. ? MIN. 32' OC AX I" NOSING: - In' WASHER T' OL N WOOD BASE IN OG MNC-®' FRN. PLR 04 RE a ©" @ ? w STOP d' GONG. REINFORCED W/ 61X6' _ 9 ,� O , m a p _ WI.6xWl,4 WLF OR FIBER'1ESH ON , 4' CONC. 1:"EINFOR.ED Wf 6'xi' W1AXWIA 4' CONC. FENPOR!.EP W/ 6'Xb' WldiGilL4 4' LONG REINFORCED W/ 6'Xi' W.4XWIA I 8 SL z m ,° 6-MIL. VAPOR RETARDER ON WSF OR FIBERMESH ON 6-MIL. VAPOR = WIF OR FTBERMESH ON 6-ML. VAPOR LLIIF OR FIBERMESFE ON 6-MIL. VAPOR ♦ ° -- w g O WELL -COMPACTED CLEAN FILL. z RETARDER ON WELL -COMPACTED CLEAN RETARDER ON LLE'LL-CG`IPACTED CLEAN RETARDER ON UELL-COMPACTED a. , TERMITE TREATMENT TO BE FILL TERMITi: TREATMENT TO BE FILL TERMITE T1�A'th1T TO BE FILL. TERMITE TI�AYMENT TO BE m } o - BOZA-CAIR: APPLIED AT FRAMIsM ;� BORA-CARE APPLIED AT FRAMII U z -a" 4' BORA-CARE APPLIED Ar M¢AMrtiG. m o e, a, BORA-CARE APPLIED AT FRAMING. a f2I 5 REBAR ON CHAIRS a (3) 5 REIMAR ON CHAMPS U ; " (2) 5 REBAR ON CHAIRS 12' MIN NOW GRADE . � a ;1 Q 1) IN zOREGROUND (2) 5 MBAR ON CHAIRS L___ __ J 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING STAIR DETAIL NOT USED W BLOCK WALL AT L.B.W. W UPLIFT AT L.B.W. (/� AT L.B.W. W NO -UPLIFT 3 � n 1 SCALE, M'.1'-: ` SCALE: 1/Y.I'-0' SCALE: I!Z" N SCALE: I/t' SCALE: I'•I'-®' cJ t� 14. - 4' CONC, REINF. W/ 6'x6' WAXWIAO WWM ON ,.. 6-MIL POLY ETHYLENE VAPOR RETARDER V CONC, RE". WV 6'x6' 111,0 AC U IlM 4" ON WELL -COMPACTED CLEAN FILL I ERMITE ON 6-MIL POLY ETHYLENE VAPOR 61=5 16' Or- MAX ^ STUDS li' oG MAX m o TREATMENT SHALL BE BORA-CARE RETARDER ON LLELL-COMPACTED CLEAN r( ` HEAD OF 4ARAGE CURE PT. BT. PLATE TO 9.� W( U 8lU 5 RMAR ON CHAIRS 4' 4' FILL ATE TREATMENT SHALL Be BkG1A" BOrrom PLATE TO S7UD W( SECURE BOITCM RATE TO STUD \\Y/' VARIES WITH SLOPE MASONRY NAIL • 37,�AX�\Y/� SIMPSON II •32' OG MAX 61MP60N EI 032' Or- MAX vo 4THICKEN EDGE HEIGHr of GAIa�IaE SECURE Br. PLATE ro SLAB x6 HEIGHr �GARAGE 6EcuE BT. PE AtE TO sEwRE BT. PLATE T1md 8CN_E, IR'.I'-®' GARAGE STEP-UP MANNCHHORRilk 4 ~ a rrW/ 22' VARIES WITH SLOPEMIN.. 32'oc MAX m MASONRY NAIL • ' @��NON-BEARING VARIES Wlhl ELOPE ANCHOR BOLT w/ Y R T CALE: 4 $OPLX1T8 NOT FG1F N BOLTS NOT i ION w w > w > 4 ° °`e 4' NG, I' EM . Wf 6'xb' WAXWI.4® WUM ON y Ww .. t .° ° - a ° e rEfe`iRTREATMENTACA�C-EMI f1E SHALL BE z w E °. P WV 6'X6' WL4XWL4 n a .. ' °`' 4' GOING. REUFOI®GED W/ b'X6' wL4b111.4 '• • 4' CONC. RENFORCEP WV 6'x6' wIAXW.4 ( • 4' 1�INFORCEP wf b'X6' W.4XWIA '... BORA-CAIE O - a FRILL. TE EAR' BEP CLEAN W WEL D - A4 U WSF OR DER ON WEH -C 6-i° A VAPOR U)LF OR ER ON ESL -C 6-MIL. VAPOR > DARE APPLITMENT ED AT FRAMNG. C `°, 6-MIL H R?I'AROER L TERMITE O _ _ " PILL. APPLIED AtTFRAMMCx4-E' o 58W FILL.'TERMITE TREA'(MBdT TOSE EIW z u w RETARDER ON WELL-COMPAGTED CLEAN m a' ' l2) �6 RESRAR ON CHAIRS ARE ON 6-MIL VAPOR w FILL. TERMITE TRELL-CO TO BE L> OR FIBERMESH ON 6-MIL VAPOR .� ihTW%� m 4' C4TERMITE O 4" e° s° A 4' , BORA-C.MiE APPLIED AT FRAMING m 4" I'-(d" 4' BORA-CARE APPLIED At FRAMING. p° - - 5 A I�_g�� (2) 5 MBAR ON CHAIRS 2 m (3) 5 REBAR ON CHAIRS a (2) 5 REBAR ON O-IAIRS I_8, (2) 5 WEAR ON G-LAIRS 3" MIN. E �u �o�ER GARAGE STEP-UP z K m a' q' m O a AGE STEP-UP GARAGE; STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W. 1-STORY FOOTING N-BEARING 6 L.B.W. W/ UPLIFT 6A 2-STORY L.B.W. W UPLIFT 68 L.B.W. W NO UPLIFT WNO UPLIFT 4A AT FRONT PORCHES 6 °�•I'm' SCALE: vz° -m' SCALE:1,z'=r 6C EXTENDED FOOTING EXTENDED STEP aTEMW1ALLroBEnlN3ocuRaEa SGA�E:I/Z'•1'-m' • �• GRAPE y+- - RECESS KOR 6ECUIE P.T. BT. PLATE TO a rwowic POD I/!'Xa' lNNCHOR BOLT W/ 9i REBAR VERTICALLY W/ C 7V_ N C'6 C, IM VERTICALLY 4 'xb' WIAJ611LPm WIM ET'16ED. MM. • 32' \Y) W) CONC. POURiED DELL O -MIL ETHYLENE VAPOR �;T '"�" mo POUISEP CELL JG ° . SECURE P.T. BT. PLATE TO SLAB W/ ,C]`Y,' a: O.N ° IE WELL-GOMPFG(EP 1/7'XS' ANCHOR BOLT W/ 2' a' CIU z z l}u CLE F-CARE TREATMENT SHALL 6-MIL POLY E111IYLIENE VAPOR FETARPER ON EMBED. MIN. 32' OC MAX. _ NOTE, OFT I m O LL-CO PACTIEINP. D CLEAN WI.4LL M IIT ON m _ Q CONC U 4' 8 2 S• a 4" ,5 REBAR ON C 4AIRD I -� TREATMENT SHALL BEEBORA-CARE ITE w W NOTE, OPTIONAL USE OF q I WV 6'xb' W,4XWIA0 USM 'I . CONCRETE CURB • GARAAE -1 WALL O IVI BY } 6- POLY ETHYLENE VAPOR n WALLS t0 SIE DETERMINED BY STUCCO (I15 R-BAR ON CHAMiB w - _ ER ON WELL -COMPACTED CLEAN S EUILDER BY DIVISION. aTop C CRETE PAD w FILL TERMITE TREATMENT SHALL BE STOP Cu r VARIES 9 E, �., _ 11 GARAGE DOOR FOOTING _ I . W/ 1x6' WIA)dUL40 WIM ° t, BORA-GAIN iD SCALE, 1/2,0-C• > ° °aa -MIL L HYLENE VAPOR m CURB HEKiHT VARES w .. . « RE ON WELL-COIMPACTED CLEAN / ° w w ° a' vARIE9 A FILL TREATMENT SHALL BE z tK (3) 5 REBAR ON CHAIRS ? p . > z e °.. - BORA_CA, > z L a 4' CQNC. IQEIhFORCED UV i'X6' WI,4XWIjR 6 I' RECESS FOR 3' A i0 D ' e IWF OR KIBERMESH ON 6-ML. VAPOR �` III TRACK 4' CONG REINFORCED Wf 6'X6' W.4>WA = RETARDER ON WELL -COMPACTED CLEAN FR116Fi FLOOR (I) 5- T. !2) 5 REBAR ON CHAIRS _ ti. WIIF OR FIEIER'ESH ON 6-MIL. VAPOR • �.°" FELL. TERMITE TREATMENT TO BE • REARDER ON WELL -COMPACTED CLEAN 810RA-CARE APPLIED AT FRAMNG . a m O 06 O 4 ° 15ORA-CARE APPPILL. TWIMITIE LIEP ATTMENT TFRAMING q a .. ° GARAGE STEP- UP w (3) 5 REeaa ON CHAIRS ° ' 2-STORY L.B.W. t q 4° I' D" 4" (a15 EBAR ON CHAIRS m 8 �'-�" GARAGE STEP-UP EXTENDED FOOTING SCALE: 1/2'=r-m' 1-STORY L.B.W. 1-STORY FOOTING 2-STORY FOOTING T �� W UPLIFT EXTENDED SLAB 1 v2' wRB HE 6 AT GARAGE AT GARAGE SLAB AT S. G. D. @'E'XrTE�NDED FOOTING �, SHOWER RECE®SFOOTER 8 �h .�- 8 A scALe: in'=r-m' 10 ate, r=r-�' 22'=1'-0' c (U 5 REAR VERTICALLY WV COTI POJRS CELL ro - CCNC, REINF. W/ 6'x6' WL4XIUI.4V ON SEE ENERGY CAPE FORMS FOR - ,a ON 6-ML POLY ETHYLENE VAPOR t,_�INSULATION CODE RETARDER ON WELL -COMPACTED CLEAN FILL TR IITE TREATMENT SHALL BE TEXTURED FRNISH ,..+� BORA-CARE E' cNAI ` Z (2) 5 REBAR ON cL4AIRa z 12' Gl'P. WL BD. I \\Y\J O � GROUTED BOND BE TABLES PER ELEY. N / AB AT GARAGE TIE HORIZONTAL REBAR EJ woOP EASE �` Y 7 SERVICE DOOR �164A WOOK z T1E VERTICALREBAR 'a' ®' FIN. FLR E TO HORIZONTAL q' 7 C*%MTED BOND BEAM a ° MBAR W/ I®' HOOD a° ° VARIES PER ELEV. - VARIES PER ELEV. CAULK corEc. REINFORCED Wf 6'X6' 14 NOT USED ° ° ° 9 ° o e 114 WIF OR FIS)ERMESH ON OASOIliED BOND BEAM 6-MIL. VAPOR RETAIII ON NQT USED s 'U �° � " WELL -COMPACTED CLEAN FILL POURED LN . ! J I {' O ° TERMITE TIEATMENT TO SSE r - . • �••�' ce } D' CMJ P L LINE m p FR�RA - RE APPLIED AT ;6'. 3 6' Pvc CHASE THRu Fooravo ^a ° Cm z w o (3) 5 REBAR ON CHAIR! 2X WALL I _ I -STORY z a' a' (4)li'XT' ANCHOR $OLTS a (4)14'M' I/2' DRYWALL (21 5 R+R ON CHAIRS -0. J-BOLTS MIN D' EMBEDMENT WU 27O'XI/S' W100D BASE 2-6rOR'Y °° WASHER AND NUT SPACED EVENLY FROI`t f3) 5 WEAR ON CHAIRS � ° CDT./INT. LOOR TO BOND BEAM. SET IN JOINTS J 2-STORY FOOTING SOLID rPOJR AACCCCEPT EAOLIEE RE IT) ID ANCHOR M °° 13 W BLOCK WALL FRAME WALL TO n (1) 5 REAR VERTICALLY W( CCW_ SCALE:1/2°=r-W 15 BLOCK WALL CONNECTION POURCERay LL SCALE: IR'-P-O' ' a' IN&JLA IGN R-CODEUFORMS FOR FOR INSPECTION a ° 4 FOR INSPECTION REOWRED 16 GAS LINE THR'U BLOCK WOOD SE DD. z z • -0 z WOOE:% BASE I E E ° o l-° 1°"� NOT USED Q o ON PPOLLYEMYLi6ENEW �' I I RETARDER ON WELL -COMPACTED CLEMI O'-0' FN FiR N O'-0' Fpl FLR Ea FILL TERMITE TREATMENt SHALL BE ME __ ° _ TIE VERT °° ` a t0 HORIYQdTAL �., 4•' °a ? e , TO HORIZONTALRENAR BAR SET IN GIMPSON 404 z N S1T411 R7NGTHHwEpoxY 61 EMBED. MIN. , Ig z ° �_ °.; REBAR WV 10' HOOK `^ CZ) 5 MBAR . 1-STORY (3)'a REBAR • 2-STORY OUTSIDE REAR TO BE m 6' PVC CHASE Y1NRl FOOTING E p L CZNTNUOUS 1 (V +a VERT. DOWEL 4' CONIC, REINF. OV 6'x6' ETHYLENE °�'�° ��..�'� _ °., VAAPON ORR RETARDER DERPOLYON-EYLETIE ° ? ° ° a LAPPED IW BOND BEAM L 8. 4. () I BAR ON CHAR (U 5 REBAR AT CORNERS WELL -COMPACTED CLEAN P ILL ° WV 26' LAP MN m g HORIZONTAL/VERTICAL TERMITE TREATMENT 614ALL SSE - 1,-a. ew #S 11' SORA-CARE ,.-,'MIN. LAR r3)e REeae ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT PIPE THROUGH E REINFORCING F BEARING CHANGE TYP. RETROFIT FOR ° 1-STORY FOOTING SCALE: I x -® ���_'� OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP W BLOCK WALL A . _ B bOALE, 1/2'.1'-D' �AT LINTEL CORNERS CORNERS D , 12. - ALL. EXTIERIOR F100rrE1z;,`S AT F'II**�ISII SLAB'S TO IBIE MIN. 12" 13ELC,W U1-%TIDISTURIBEID SOIL. CONTROL DATE: 07/01/15 •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 6. w W U W 0 F 0. U W Q C�v A '7v ti suBmlm ad LOT: CREEKSIDE LOT #93 PROJECT# 04321.000 MODEL: 4EAB /� "1672- ARIRIA" GARAGIC BVMG: LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA AIIr- 7 R DA a 68/10/17 �C :1/4"=1'-0" 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE "X" BRACING IS PRESENT 030 FELT PAPER INSTALLED PER FBGR R905.2.1 ON I}" O.S.B. FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR }" CDX PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES OVER 030 FELT PAPER At FIRST FIVE BAYS 4'-0" O.G. PLYWOOD SECURED PER OVER 030 FELT PAPER INSTALLED PER FBCR (AT SHEATHING SEAMS) FASTENER SCHEDULE O CONT. 2x4 RAT RUN SECURED W/ INSTALLED PER FBGR Rili ON J" 0.5.8. TYp. (2) 12d's a EACH TRUSS R905.2.1 ON J" O.S.B. SHEATHING OR i' CDX o.H. TO BE INSTALLED a MID. POINT SHEATHING OR ill CDX MTL. DRIP EDGE PLYWOOD SECURED PER OF TRU55 SPAN, OR 10'-0" O.C. FASTENER SCHEDULE MAX. PLYWOOD SEGURE:D StIFFi=SACK At ALL UPRIGHTS PER FASTENER - - - — OVER 4'-10" HIGH (SEE SEALED 2x4 OR 2x(o FASCIA PER SCHEDULE I?' ENG. FOR SITE: AND CONDITION) 'ELEVATIONS SEE ENERGY CODE: FORMS FOR INSULATION R-VALUES Oil VENTED ALUM. SOFFIT MTL. DRIP EDGE TYP. PRE-ENG WD. TRUSS 24" O.G. STIFFBACK At ALL STRENGTH H C�LGABOARD 1 OR ill HIGH SEE ENERGY CODE FORMS FOR 2x4 OR 2x6 FASCIA PER off MAX. UPRIGHTS OVER 4'-10" PRE-ENG TRUSS INSULATION R-VALUES ELEVATIONS HIGH 4 (SEE SEALED ENG. FOR SIZE E CONDITION.) 2x4 NAILER GYPSUM BOARD OR ill HIGH VENTED ALUM. SOFFIT CONT. 2x4 RAT RUN SECURED W/ OgB. SHEATHING OR 'CDX Mi DRIP EDGE: STRENGTH CLG. BOARD l2J I2d's g EACH TRUSS � � 2x4 m 24 O.G. a INTERIOR KNEE 2x4 OR 2x6 FASCIA PER PRE:-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER WALL ELEVATIONS GONG. FILLED LINTEL BLK W/ (1) WEEP SCREED SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE ON SHEET D2 "5 RE BAR CONTINUOUS (SEE DETAIL 6/D3) INSULATION R-VALUES OR �/16" TIP SHEATHING SYSTEM CONC. PILLED LINTEL BLK W/ (1) VENTED ALUM. 5OFFIt (INSTALLED PER MANUF. SPECS.) -o" PRECAST LINTEL 2X6 P.T. SECURED TO 5/8" GYPSUM BOARD OR 1/2" �"3 REBAR CONTINUOUS EMBED. STRAP VERIFY TYP. MASONRY w/ 1/2"x9" A.B HIGH STRENGTH CLG. BOARD 1/5" THICK, 3 GOAT PORTLAND W/ TRUSS PLAN C.H. SEE ENERGY CODE FORMS FOR w/ 2" DIA, WASHERS, -1" CEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUi MIN. EMBEDMENT WITHIN 1X2 FIRE -STOP EXPANDED GALV'D METAL LATH WINDOW ATTACHMENT AS PER 6' OF EA. END, 32 O.C. SEE ATTACHMENT AS PER SEE ENERGY GODS FORMS FOR ON FORTIFIBER JUMBOTEX GRADE THICK, 3 COAT MANUFACTURES SPECIFICATIONS MAX IN FIELD, INSULATION R-VALUES 'D" PAPER OVER TYVEK ANUFACTURES SPECIFICATIONS PORTLAND CEMENT BUILDING WRAP (REFER TO PLASTER APPLIED STUCCO SPECS FOR COMPLETE CONC. FILLED LINTEL WINDOW ATTACHMENT AS PER DIRECTLY t0 MASONRY PRECAST SILL BLK W/ (1) 15 REBAR MANUFACTURES SPECIFICATIONS INF0OR 7/16" ZIP SHEATHING 11 N) PRECAST SILL CONTINUOUS (INSTALLED PER MANUF. SPECS.) ll) +'5 RE:BAR VERTICALLY W/ GONG. POURED CELL PRECAST LINTEL PRE -CAST CONC. SILL WEEP SCREED ll) N5 RE BAR VERTICALLY W/ I P.T.� Ix2 SEE: DETAIL 5/1 CONC. POURED CELL p . .. FURRING SCRIPS 24" O.G. ° . 5/8" CHICK, 3 COAT Ix2 P.T. FURRING SCRIPS 0 16" O.C. PORTLAND CEMENT Ix2 P.T. FURRING STRIPS o 16" O.C. SECURE GABLE TO 2x6 P.T PLASTER APPLIED 1/2" GYP. Will BD. PLAtE W/ 12d's 8' O.C. MAX all CMU 8' CMU DIRECTLY TO MASONRY WOOD BASE 1/2" GYP. WL. BD. �-- I/2' GYP. WL. BD. SECURE 2x(o FT. POURED CELL TE TO 5L< Wl (1) S REBAR A: �'x9 ANCHOR BOLAW/ 2' ASHER I ~~ WOOD BASE p WOOD BASE VERTICALLY W/ GONG. SETT IN SIMPSON HIGH STRENGTH } ` EPDXY 1" EMBE D. MIN. 0 32" OC *. S" CMU MAX. 1 9f THICK, 3 GOAT PORTLAND j L CEMENT PLASTER APPLIED 1 z Q DIRECTLY TO MASONRY z C) 1—STORY �o r "`VVVRTtt .an GABLE BLOCK~ 1— STORY GABLE ® NOTE: CD—STORY PER FG9 BR 05.2.-I - 1=OR ROOF SLOPES 2.12 TO BLOCK WALL WALL W/ VAULT CLG. LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4"=1'-0° SCALE: 3/4"=1'-0" BLOCK WALL, SYSTEM IS REQUIRED.I=OR R001= SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 SCALE: 3/4°=1'-0" PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D &-i 2X4m 2X4� SECURE To BLOCK w/ W 2x4: 2X6 P.T. SECURED To— O IX4 DIAGONAL BTM. (MIK SHANK S OR DINE PIN SECURE TO BLOCK PIN SECURE TO BLOCK wN<' MASONRY w/ I/2"x9' A.B. w/ CHORD RRACINCs. rAPCCNs OR DRIVE PIN SEE PLAN FOR [MIK B.µAPIK SIZE •145 TAPCONS OR DRIVE PIN (MIL SHANK 61YE .I45 2" DIA. WQSHE:RS, 7" MIN. ttI1 HEAD 81TE ,300 (MIN. SHANK SIZE .I4S MIN. EMBEDMENT I Y19 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 a' crMJ EMBEDMENT WITHIN V OF LOCATION WITHIN 8' of EACH END 4 NOTE: STRUCTURAL 2X MUST BE MIN. EMBEDMENT I Ya') NOTE, 8T'FSJCTLLR4L 2X MUST BE MIKEWITHIN ENAT 1 A') NOTE: t NOTE` STRUCTURAL 2X MUST BE Yj' DRYWALL EA. END, 32" O.C. MAX IN PRE-ENG D WOOD 8' CMU I$ O.G. MAX SPAGMNCs. ON OUTSIDE 4 SECUli THRMI WITHIN 8' OF EACH END 4 O.1 OUTSIDE 4 SECURED 18' O.C. MAX SPACING. THROUGH OUTSIDE 4 SECURED 1'k4' OR I'?O' P.T. NAILER TRUSS (tYP) + 24' K' DRYWALL 2X6>� 18' O.C. MAX SPACING. TµROUCd NCR -STRUCTURAL �1(!' Ix4 P.T. OR Ys'k4' MIN. SECURE THRU FIELD. I'X4' OR I'k7' P.T. NAILER NON-STRUCTURAL �' INTO THROUGH NON-STRUCTURAL ,' ZXb+� TAPCCN MIN. 144' EMBEDMENT - O.G. MAX ❑ Ix4 P.T. OR 9's'k4' MIN. SECU TO BLOCK W/2-j(.' MIN. 14i EMBEDMENT INTO 2X6 TAPCON MIL 14i EMIBEDMENt SECURE TO BLOCK INTO 15LOM ❑ FR.A>'ME 4 EMEND 14i INTO BLOCK W/ SIMPSON SECURE tNRLL FRAME 4 TAPCONS OR DROVE PIN SECURE t0 BLOCK INTO BLOCK W/I-I/4' tAPGONB OR EXTEND I-Ya' INTO BLOCK (MIN. SHANK 612E .14a W/2- TAPCONS OR '1N SHANK S M U4S PIN DRIVE PIN HEtA-16 ❑ W/ EXTEND tAPCONT OR DRIVE MIN. HEAD SITE U600 : CI'11J DRI PIN (MIN. SHANK 91YE 145 MIN. HEAD SIZE 300 0 ITYP) VERIFY PIN MIN. EMBEDMENT I Yl) : DRYWALL (MIN. SHANK SIYE .148 e' CMU MIN. HEAD SITE 300 GMU MIN. EMBEDMENT I -A' WITHIN a' OF EACH END J MIN. µFAD SIZE 300 ' DRYWALL MIN. EMBEDMENT I Ys') ORY°WALL WITHIN $ OF EACH END 4 1$ O.G. MAX W1 TRUSS PLAN fMIN. SHANK SIZE J45 18' O.C. MAX SPACING• 'X4' OR I'XV P.T. NAILER MIN. EMBEDMENT I Y1) SPACING MIN. HEAD 812E 300 2)0. ❑ WITHIN 8' OF EACH END 4 ❑ I'M' P.T. NAILER WltµfN a' OF EACH END 4 ❑ I'Xd' OR I'X2' P.T. NAILER MIN. EMBEDMENT I-Y1 SECURE TO BLOCK WA- IS' O.G. MAX SPACING, 18' O.C. MAX SPACING. WITHIN 8' OF EACH END 4 Ni' OJ3$. X 4' MIN. tAPGOVb OR DRIVE PIN 2X9� 2X8U jk,' O)9U3. X 4' MIN. 18' O.C. MAX SPACING DOOR GA81NG SECURE TO BLOCK WWI-I/4' DOOR CASING (MIN. SHANK SIZE .145 SECURE t0 BLOCK W!U-�G,' DOOR CASINGlill DOOR CASING tAPCCN$ OR DRIVE PIN DOOR CAGING POOR JAMB OR WINDOW MIN. HEAP 81ZE .' tAPCCNB OR DRIVE PIN DOOR JAMB OR WINDOW MIL Eh1BE T 1 Y1, DOOR JA`IB OR WINDOW (MIN. SHANK SIZE .145 DOOM JAMB OR WINDOW (MIN. bµANK SIM .145 DOOR JAMB OR WINDOW ATTACH TO IX PER MANUFAGTUIRES ATTACd TO 2X PER ATTACH TO 2X PER MIN. HEAD SIZE 300 ATTACH TO 2X PER DETAILS. WITHIN 8' Or EACH END MANUFACTURES DETAILS. MIN. HEAD SIZE 300 AITAGH t0 2X PER MANUFACTURES DETAILS. 19' D.C. MAX SPACING. MIN. EMDEDMENt I Ys') MANUFAGTLLREB DETAILS. MIN. EMBEDMENT 149 MANUFACTURES DEitAILb. NOt1=: SHIM A6 NEEDEb 70 PLUMB NOTE, SHIM AS NEEDED TO PLUMB w1tHIN 8' OF EACF1 END 1CrrE: SFd�M AS NEEDED t0 PLUMB WITHIN 9' OF EACH END < NOTE: SHIM A6 NEED)=D t0 PLUMB NOTE: 6HRT A8 NEEDED TO PLUMB 18' O.C. MAX SPACING. 18' O.C. MAX SPACING. JAMB (DO NOT EXCEED Y1) JAMB !DO NOT EXCEEEDYa') JAMB (DO NOT EXCEED Ys) JAMB !DO N01' EXCEED Y1) JAMB (DO NOT EXCEED R) DOOR JAMB TO BLACK +5/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/18" DOOR JAI® TO BLACK +3" DOOR JAMB TO BLOCK +9-7/18• DOOR JAMB 'DD BLOCK +9/4 OR +6/4 (1 WINDOW TO BLACK +S/4 OR +6/4 WINDOW TO BLOCK +7-15 B' /1 WINDOW TO BLACK +S" /1 WDiDOW TO BLACK +9-7/18' (1 WINDOW TO BLOCK +9/4 OR +6/4 " SC : 3/8'•I'-0' G 32 -0 ww==V2 SCALE: 3/$'='-® E: 3/8'•1'-0' 2X4m SECURE TO BLOCK W/ 3(`' 2X4:s SECURE TO ORR P� PION SECURE TO BLOCK Wby TAPCONS OR DRIVE PIN SECURE TO BLOCK W/ ifi' (Mil SHANK BITE J4Fi TAPi OR DRIVE PIN (MIN. SHANK 612E .148 T iti ONSSWANK OR DRIVE PIN MIN. HEAD SIZE 300 (MIN. SHANK SIZE J45 CONC. POURED (MIN. SHANK SITE .145 MIN. HEAD SITE 300 MIN. HEAD BITE 300 MIL EMBEDMENT I Ys'1 WItHIN MIN. HEAD SIZE 900 LINTEL COURSE MIN. EMBEDMENT I Al) WITHIN MIN. EMBEPNENT 1149 WITHIN S' OF EACH END 4 10' O.G. MIN. EMBEDMENT I Yi ) 8' OF EACH END 4 IS' O.GOTE, STRUCTURAL 2X FAST NOTE: STRUCTURAL 2X MUST $' OF EACH ENO 4 18' O.C. MAXMAk SPACING. WITHIN 8' OF EACH END 4 MAX SPACING. Ni OUTSIDE * 2X MUST 2X6.)• TW ON 44 NONE 4 SECURED IS' Mr. MAX SPACNG. BE ON OUTSIDE 4 eECw�D MAX SPACING. BE ON OUTSIDE J SECURED 1W 7APµ NON-STWSIGTURAI_ THROUGH NON-8TIRUCTURAL 2X6, 2k6® SECURE TO 6LOL:K 2X6im SECURE TO BLOCKWR-i(",' GECARr t0 BLOCK Will THROUGH NON-STRUCTURAL W/2-i(`' TAPGONS, OR I(.' TAPCON MIN. 1 44' SECURE TO BLOCK W/1-1/4' %' TAPCON MIN. 1441 TAPGONS OR DRIVE PIN TAPCON6 OR DRIVE PIN %' TAPCON MIN. 144' DRIVE PIN EMBEDMENT INTO BLOCK TAPCON6 OR DRIVE PMN EMBEDMENT INTO BLOCK •a RiNC� 5HANK GUN NAILS ® 4' OC (MIN. SWANK 81YE .W8 EMBEDMENT INTO BLOCK rOF " 50TTO i EOGEs IX4 5YP LATERAL !MN'L SHANK SIZE O (MIN. SHANK SIZE .145 (MIN. SHANKHEAD S 81YE U45 MIL HEAD SIZE 300 MM. HEAD SITE 300 MIN. HEAP SITE 309J MIN. HEAD SIZE 300 MIN° EMBEDMENT I Y4') MIN. EMBEDMENT I ill WITHIN 8• CMU MIN. EMBEDMENT I Y1) 'DRYWALL MIK EMBEDMENT 1 Y1) g' cm RE'.-INFORGING 36' O.G. WITHIN 8' OF EACH END $' CMU 8' OF EACH END 4 18' O.C. WITHIN 8' CF EACH END I'k4' OR I'X2' P.T. NAILER WItµIN 8' OF SACµ END K' DRYWALL MAX a TRESS BTM. 18' O.C. MAX 6PAGMCs. K' DRYWALL MAX SPACING. ❑ I' DRYWALL 4 IB' O.C. MAX SPACING. 18' Ci MAX SPACING. I'X4' OR I'X2' P.t. NAILER 2X8,m ❑ I'X4' OR 1'M' P.T. NAILER 2X8l I'k4' OR SIN P.T. NAILER 2X8:® ND CT SECURE TO 2xam CHORD, SECURE W/l3) IOd SECURE TO BLOCK Will OOR CASING SECURE TO BLOCK W/!- OOR CAGING 6EG1RE TO !122- LCK STRUCTURAL R SECURE TO BLOCK W/I-V4' F.T. x a' MIN. NAILS ®EQ. TRUSS W!1-' TAPCOR W/!2)IZd WITHIN 8' OF EACH TAPCONS OR DRIVE IN OOR CASING TAPGON6 OR DRIVE PIN tAPCONB OR DIVE PIN DRIVE PIN END 4 6' TO 8' O,C. MAX TAPi(MIK SHANK SIZE .145 CHORD (MIN. SFIANK SITE Udb (MIN. SHANK SIZE ) 0 (MIN. SHANK .145 OOR CASING MIN. HEAD SIZE 300 . MIN. HEAD SITE 300 POOR JAMB OR wINpow MIN. HEAD SIZE 30® DOOR JAMB OR WINDOW MIN. HEAD 81YE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y1) DOOR JAMB OR WINDOW 0 GABLE END BRACING MIN. EMBEDMENT I &) WITH[ ATTACH TO 2X PER MIL EMBEDMENT 1 Y1) WITHIN TTACa TO 2X PER MIN. EMBEDMENT I 0 TTACH r0 2X PER WIN. E a' OF ENT I END J ATTACH TO 2X PER J V OF EACH END 4 18' O.C. MANUFACTURES DETAILS. 8' OF EACH END 16' OL. MANUFACILRE6 DETAILS. WITHIN 8' OF EACH END J MANUFACTURES DETAILS. 18' OC. M.AX 5�, •,gCMG. ANUKACTURE6 DETAILS. q SCALE: 1/2 u = I' _ n MAX SPACING. : $HIM AS NEEDED TO PLUMB MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB 18' O.C. MAX SPACING. Y JAMB (DO NOT EXCEED Y4') JAMB (DO NOT EXCEED Yi) NOTE, SHIM AS NEEDED 4 PLUMB NOTE: SHIM AS NEEDED t0 PUA'� JAMB (DO NOT EXCEED ') JAMB (p0 NOT EXCEED Ya) DOOR JAMB TO BLOCK +1-1 2" DOOR JAMB TO BLOCK +2 y�� DOOR JAMB TO BLACK +3' DOOR JAMB TO HIACK +9 9/4" ;t /^n"� WUNDOW TO BLACK +1-1/2' D WDiDOW TO BLOCK +2 1/4 . %+1 WINDOW TO BLOCK + ' BGALE\ 3/8'•I'-0' �SGALE. ` SCALE: 3/8'=1'-0' r�WWDOW TO BLOCK +9 3/4' . `J SCALE, 3/8'=I'-0' J Y Q FASTENER SCHE1DULE NAIL REQUIRE" tENT5 TOP CORD BLOCKING AT 4' zo c'a• Aei IDAw_ W \h Y ""' 'r """' "'"" USE 7/16" OS.B. OR 1/2' CDX PLY WITH % RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND #8 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL, SIZE HEAD LENGTH DIA. ENSILE STR O.C. MAX. IN FIRST 2 FRAMING O : rTi e r. SHEATHING ATTACHMENT SPACES AT EACH END. q� FOR SHEAR 4 UPLIFT IO.S.B. TO BE STRUCTURAL RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE 15 = a �) 08 2' DECK SCREWS 0 6'-8' m Sd ROUNDMODIFIED OR T 1 1/8" 113 170000 10d ROORUNDMODIFIED 2 I/8' @8 110jd00 ROOF SWµrAl`l TO GABLE END FRAME USE •8 6AINU NAILS A 4' OL. ROOF SHEATHING--� NOT REQUIRED EXCEPT ®OPENINGS � ` ) ® 0 o � O.C. MAX o EDGES t 12' OC, z� o C A R C H I T E C T S pDesign 1 OL Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w w U w 0 0. U w A h A ®L78D2'V, d0 L1oll CREEKSIDE LOT #93 PROJECT# 04321.000 MODEX.4 4EAB "1672—ARIA" GARAGE 8WXN'G: LEFT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 18 2411 - XTrict_N. urn H:UQsai�ci� " W `I'8 RMG SHANK GUN NAILS PRINT NOTE: NAILS TO BE MFG. BY ME ER OF INC. y e Y EXTERIOR SHEATHING STAPLE, NAIL < 700E OGIATION ° SHANK t0 EXTEND BEYOND' • 6 OC. IN FIELD OS 101"7 USE 1/2' CDX OR 1V16' OSB PLY WITH 18 RING SHANK GUN NAILS AT 6' w u ti DATA: 7WICKNE55 OF SUB -FLOOR t. 0.113 INCH NOMINAL SHANK DIAMETER z ° ° 9 ° 13C 1/4 =1 -0 O.G. AT PANEL SIDES AND "8 RING SHANK GUN NAILS 4' O.C. TOP i � SHEATHING " ' BOTTOM P41 AND 08 RING SHANK GUN NAILS AT W O.G. AT 2. RING DIAMETER OF 0UD12 OVER SHANK DIAMETER Q Q m INTERMEDIATE SUPPORTS OR 1/16' ZIP SHEATHING SYSTEM S. 16 TO 20 RINGS PER INCH (INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 0.2W INCH FULL ROUND HEAD DIAMETER °' ROOF 5HEATH ING-c LAYOUT e NOTbR-$qp (i ili kC ilimUF. SPECS.) 5.2 INCH NAIL LENGTH AND ENDWALL 3RAGINCx ACCEPTABLE FASTENER FROM ANY MANUF TURER TYP. 3/4" TOG SUB -FLOOR DECKING GLUED TO TYP. EXT. SHEATHING ATTZaCHMENT FOR ROOF -ROOF DESIGN PRESSURE BASED ON WORST CASE �, BUILDING LENGTH FOR GAPLE END FRAt`l ALL EXPOSED MEMBERS SHEATHING IOSB.TO BE 7RUGTURAL GRADE) SCENARIO FOR ZONE 3 to FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN R905.21 ON r" OSB. TRUSSES AT FIRST (5) FIBERCzLASS SHINGLES OVER PROVIDE EAVE SHEATHING OR }" CDX BAYS 4'-0' O.C. (AT *30 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAMS) PER FASTENER PER EQUIVALENT) ON OF INSULATION FOR SCHEDULE EM$ED. STRAP 030 FELT PAPER INSTALLED O.S.B. SHEATHING OR CDX CLEAR VENTILATION VERIFY W/ TRUSS PER FBCR R9052.'I ON J, PLYWOOD SECURED PER PER FBEC R402.23 PRE-ENG WD. TRUSS PLAN O.SB. SHEATHING OR i" CDLE 24' O.C. MAX. PLYWOOD SECURED PER FASTENER =NG TSCHERUSS FASTENER SCHEDULE �, PRE-ENG TRUSS MTL. DRIP EDGE SEE ENI=RCsY CODE FORMS MtL. DRIP EDGE TY� PRE-ENG WD. TRUSS MTL. DRIP EDGE SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 2X4 OR 2X6 FASCIA O'H' I 24" O.G. MAX. FOR INSULATION R-VALUES. wooD sHEATHINCs 2X4 OR 2X6 FASCIA 5/5, GYPSUM BOARD OR 1/2" 2x4 OR 2x6 SUB -BAND PER ELEVATIONS HIGH STRENGTH CLG. BOARD PER ELEVATIONS PER ELEVATIONS gg01, CONT. 2x4 RAT RUN SECURED 8" GYPSUM BOARD OR STUCCO LAYER P DOUBLE TOP PLATE W/ C2) 12d'a ®EACH TRUSS VENTED ALUM. SOFFIT HIGH STRENGTH CLG. STUCCO WRAP VENTED ALUM. SOFFIT SEE ENERGY CODE FORMS FOR E' " BUILDINGYaEP RtIFIBER VENTED ALUM. SOFFIT O" BOARD METAL LATH T P. WINDOW HEADER SIZE VARIES I/2" CDX OR �/16" OS$ INSULATION R-VALUES ak PER WINDOW OPENING SEE SECURE TO WALL PER 1,000 UPLIFT SIMPSON r" HEADER SPAN CHART FOR 5/8" GYPSUM BOARD OR CONNECTOR FASTEN TO WOOD STRUCTURAL I/2" GpX OR �/16" OS$ FASTENER SCHEDULE SP2 a EA. MEMBER • i" O.G. MAX DETAILS 1/2" HIGH STRENGTH CLG. SECURE t0 WALL PER ON SHEET D2 BOARD 2x8 SYP *2 2X6 STUD t., -Val TEXTURED WINDOW ATTACHMENT AS PER OR 1/16" ZIP FINISH ® WOOD FASTENER SCHEDULE DOUBLE TOP PLATE DBL TOP ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM "M" TYPE CONTROL JOINT OR -1/16, ZIP WINDOW SILL (INSTALLED PER WINDOW HEADER SIZE VARIES PLATE FRAME TO BLOCK SHEATHING SYSTEM MANUF. SPECS.) PER WINDOW OPENING SEE CONNECTION SEE DETAIL 2x6 STUDS a 16" O.G. MAX W/ HE SPAN CHART FOR 15/DI (INSTALLED PER ZIP SHEATHING MANUF. SPECS.) INSUL-, SEE ENERGY CODE DETAILS SYSTEM (INSTALLED FOrd`?S FOR INSULATION DRY WALL 6' METAL LATH STRIP WINDOW ATTACHMENT AS PER 6' WIDE STRIP s=LF r ADHESIVE FLASHING, CLEAN 1/8 THICK, 3 COAT R-VALUES MANUFACTURES SPECIFICATIONS PER MANUF. SPECS.) DIA ANCHOR BOLT 'MASONRY BEFORE APPLYING 7/8" THICK, 3 GOAT OR AT 16 O.G. MAX WITH rt CEMENT PLASTER' t G SU$FLOOR GLUED AND CEMENT PLASTER WINDOW SILL WALL EMBEDMENT AND 2" TEXTURED APPLIED t0 METAL SCRs -WED AS P FASTENER APPLIED TO METAL 2x6 SCUDS a 16" O.G. MAX W/ SI-IEATI-IINCz DIA. WASHER FINISH ®MASONRr LATH OVER 2 LAYERS SCHEDULE SH T D2 LATH OVER 2 LAYERS INSUL., SEE ERGY CODE g: CMu OF GRADE D OF GRADE 'D" FORMS ULAt[ON 2x8 SYP 02 BUILDING PAPER OR ON PI PAPER BACKED LATH BUILDING PAPER OR R-v WOOD STUDS OVER AN APPROVED PAPER SACKED LATH t G S OR GLUED AND AT 12 O.G. MAX m UA. X VERTICAL CONTROL HOUSE WRAP OVER AN APPROVED S PER FASTENER HOUSE WRAP SG E ON SHEET D2 BETWEEN DISSIMILAR 2x8 P.T. SYP *2 \ o SOLE PLATE (1) COURSE TIE -BEAM �jME.ERIALS PRE-ENG FLOOR TRUSS POURED SOLID WIT( DETAIL 5 CONCRETE. (1) S N.T.S. (INSTALL PER MFG. SPECS.) 10 wz !L REBAR HORIZONTALLY CONC. FILLED LI " C3YPSUM BOARD OR J' HIGH o BLK W/ (1) AR STRENGTH CLG. BOARD DETAIL 5 \ WEEP SCREE 3/4" T t Cs SUBFLOOR GLUED co IN U517 O lY ASTM 926-C E 63 C PRECAST LINTEL AND SCREWED AS PER IX2 NAILER/DRAFt STOP PRE-ENG FLOOR TRUSS � Ut (SEE D 1 2/D ) FASTENER SCHEDULE ON 1 (INSTALL PER MFG. SPECS.) WINDOW ATTACHMENT AS SHEET 1--)2 GYPSUM BOARD OR }' Z 1J1 PER MANUFACTURES SEE ENERGY CODE FORMS HIGH STRENGTH CLG. BOARD ui U SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. FOR INSULATION R-VALUES -1 r CMU) W/ (5) 126 NAILS a EA IX2 NAILER/PRAFT STOP O I-L PRECAST SILL T S PRECAST LINTEL � '"5 REBAR � 16" GONG, FILLED LINTEL BLK W/ O.C. MAX, IN PRE-ENG F OR TRUS WINDOW ATTACHMENT AS PER (I) "5 REBAR CONTINUOUS Z 1u CONCRETE ( INSTALL P FG. SPECS) 5/811 THICK, 3 COAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS POURED CELL, Ix2 P.T. FURRING STRIPS PORTLAND CEMENT PRE -CAST CONCRETE SILL FOR INSULATION R-VALUES O VERIFY PER a 16" O.C. GONG. FI LI L BLK W/ PLASTER APPLIED PRECAST LINTEL L1 Q PLAN. 8" CMU DIRECTLY TO (I) N5 REBAR VERTICALLY (✓qER CONTINUOUS MASONRY W/ GONG. POURED CELL WINDOW ATTACHMENT AS PER -1 O R-4.1 1/2" GYP. WL. BD. B B O N 5/8" THICK, 3 GOAT MANUFACTURES SPECIFICATIONS Ix2 P.T. FURRING PORtLACK CEMENT PRE -CAST CONCRETE SILL ° U INSULATION (1) *4 CONTINUOUS REBAR FASTENING DETAIL SCRIPS 24" O.C. -1 WOOD BASE PLASTER APPLIED 8' CMU DIRECTLY TO (I) 05 REBAR VERTICALLY 4 O SCALE: 3/4"=1'-0' 1/2' *YP. WL. BD. MASONRY W/ CONC. POURED CELL D co? W/6 04 EHBOOK4g 24oO C. z ci Woof BASE 1x2 P.T. FURRING Z Q MIN. 24" IN SLAB STRIPS ® 24" O.G. � � 0 -0 _ O �� � IV ROOF TRUSS uPLIFt FIN.FLR. 8' CMU 11 2'-a" (MIN. CONNECTOR o I/2' GYP. WL. Bp. `� ® IN SLAB) CLARITY(SEE FOR SHOP DWSS.) WOOD BASE I 0'-0' N. FLR WALL i . 3 1/2" GONG., REINF. W/ 6"x6"1 -<*3 �p W1.4XWI.40 WWM ON ro-MIL Ex SECTION .," ° SECTION — - _ POLY ETHYLENE VAPOR SHEATHING: (SEENOTES) FASTEN EAGI I Stub � ° � RETARDER ON to DBL. TOP PLATE 2—STORY 2—STORY ' WOOD T USP.TOPNAIL 2 S „. _ WELL -COMPACTED CLEAN PER MANUF.SPEGS. .. - • .. WALL WALL FRAME TO �° �° FILL TER"11TE TREATMENT SHALL BE BORA-CARE SECTION LOCK WALL � u 21-01 QC TION AT TOP 1 SECTION C3) *5 REBAR CONTINUOUS SCALE: 3/4°=1' 2 SCALE: 3/4"=1'-0" ON CHAIRS OF EXTERIOR WALL SCALE: NT$ FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 030 FELT PAPER PRE-ENG GABLE TRUSS OVER 030 FELT PAPER INSTALLED PER FBCR INSTALLED PER FBCR PRE-ENG GABLE TRUSS NQTE: EXTERIOR WALL STUDS PLACE STRAPS SPADED SPF STIFFBACK (SEE SEALD TRUSS SPF STIFFBACK (SEE SEALD TRUSS DIAGONAL BRACE a (WALL SHEATWIW3 NOT AND FASTENED AS R905.21 ON �' O.S.B- RS0521 ON �" OS.B. SHOWN FOR CLARITY) SHOWN WITµ ONE ENG. PACK FOR SIZE t CONNECTION) ENG. PACK FOR SIZE CONNECTION) CENTER OF TRUSS ADDITIONAL STRAP At SHEATHING OR GDX 2X4 SPF BLOCKING BETWEEN SHEATHING OR } GDX 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST FASTEN STUDS TO BLOCK WALL EACµ WIN KING STUD PLYWOOD SECURED TRUSSES At FIRST (5) BAYS 4'-0° PLYWOOD SECURED TRUSSES At FIRST (5) BAYS 4'-0" RIDGE. DIAGONAL WITH USP MSTA48 STRAP WITH PER FASTENER PER FASTENER FASTENERS AS SHOWN INSTALL O.G. (AT SHEATHING SEAMS) O.G. (AT SHEATHING SEAMS) BRACE TO BE a ANY STRAP • EA. END (UXO) 4 ) I ON NAILS SCHEDULE SCHEDULE SPACE STRAPS AS FOLLOWS: A t SPAN 15 -0 OR INt STUD DIA X 1 1/2' NOTE- �) -17(d MPH 'G': 32' O.G. MTL. DRIP EDGE GREATER. REFER t0 MTL. DRIP EDGE DIAGONAL BRACE a 2X4 OR 2X6 FASCIA TRUSS ENG. FOR -ism 1MMPPP 'e ae O.C.oc PRE-ENG W . TRUSS 24° CENTER OF TRUSS SPAN OR PER ELEVATIONS P - t 4 ADDITIONAL 140 MPH 'c' ae' O.C. 2X4 OR 2X6 FASCIA O.C. MAX. HIGHEST RIDGE. DIAGONAL aO. X. BRACE t0 BE ANY SPAN SECURED W/ (3) 12d HORIZONTAL TRUSS TOP of STUD WALL _ PER ELEVATIONS 15'-0' OR GREATER REFER NAILS REINFORCEMENT. SOLE PLATE FILL ALL REMAINING STRAP SECURED W/ (3) 12d SECURE t0 TO TRUSS ENG. FOR SEE FASTENER SECURE T 0 0'-0' TO 30'-0' (1) v HOLES W/ 10d NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE WOOD BACKING 1/2" CDX OR '1/16' OSB (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1" TO 60'-0" (3) DO NOT PLACE SCREW IN FASTENER PATTERN NAILS X-BRACE (1) X-BRACE TOP HOLE NEAREST TO TOP SECURE tO WALL PER NAILS C-0" TO 30'-0' (1) 1/2' CDX OR 1116" OSB Q CENTER AND (2) MAso RY WALL � G� 5-� WALL FASTENER SCHEDULE OF: SHEET D2 X-BRACE SECURE TO WALL PER BRACE DIVIDED CONNECT BotroM of OR -1/1ro ZIP SHEATHING 30'-1' TO 60'-0' (3) FASTENER SCHEDULE EQUALY FROM CENTER = STRAP t0 CMU BLOCK WALL SYSTEM (INSTALLED PER X-BRACE 11 J x-BRACE ON SHEET D2 TO END wi (T) 3n6' DIA x I-va' MANUF. SPECS.) a CENTER AND (2) OR 1/16' ZIP SHEATHING AXE LONG TAPCON MASONRY $RACE DIVIDED SYSTEM (INSTALLED PER _MU SLoc ALL SCREWS WEEP SCREED, SEE CONT. 2x4 SPF RAT RUN SECURED W/ 5QUALY FROM CENTER ANUF. SPECS.) CONT. 2x4 SPF RAT RUN SECURED W/ 2-STORY DETAIL 5, SHEET p3 (2) 12d's a EACH TRUSS TO END 2X4 W/ 3/6' X 5 LAG (2) 12d a EACH TRUSS GABLE END 2X6 P.T. SECURE W/ C2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ 032' O.G. MAX. OR (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ 1/2'X9' ANCHOR (3) 12d's a EACH TRUSS DIAGONAL GABLE SIMPSON META-24 a (3) 12d's a EACH TRUSS DIAGONAL CROSS BOLT 32" O.G. MAX. X-BRACING t0 COVER 5-TRUS5ES I"r X- BRACING 32' O.C. MAX. X-BRACING TO COVER 5-TRUS6ES BRACING EXTERIOR STUD WALL CONNECTION NAIL GABLE TO 2X6 Fv/8' GYPSUM BOARD OR 1/2" HIGH „- " DBL TOP PLATE 5/5" GYPSUM BOARD OR 1/2" HIGH 8 „- TO FIRST FLOOR MASONRY WALL W/ 126 NAILS 6 O.C. STRENGTH CLG. BOARD SCALE: 3/4 -1 -0 2X STUD 16' O.G. MAX. STRENGTH CLG. BOARD SCALE: 3/4 -1 -0 i SCALE: NTS MAX A R C H I T E C T S 6 Design Grou Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w a U w 03 h F 0. A F a h otmDm de LOT: CREEKSIDE LOT #93 PROJECT# 04321.000 MODEL: 4EAB "1672— ARIA" GARAGE SIWMG: LEFT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 18 00 /10/17 DATE: i BC :1/4"-1'-0" NOTE. NAIL SHEATHING TO ALL 2X AS PER EXT. SHEATHING NAILING, 86 4' O.G. MAX E7,)GE5 4 6"-8" O.G. MAX IN THE NELD 2x RIDGE ONE SIZE LAR�.s1=R SECURE 2x6 MIN. TO BLK W/ (2) "XS' A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SIZE A W/ 2'k2"kly WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) I2d NAILS OR GARAGE DOOR H IN JOINTS PRIOR TO FILL[ 1Gs MIN. (4) 10d GUN NAILS DBL. TOP PLATE 2x4 COLLAR TIE AT EVERY OTHER D$L. TOP PLATE ZX4 Ib" OC. MAX. RARER W/ 2X4 16' O.G. MAX 0 0 MIN. ) 1 I2d NAILS OR NAILS SECURE 2k4 TO WOOD W/2-12d a b'-8' MIN. (4) 10d GUN NAILS a OZ.STAGGERED w 2x RAFTERS o 6ECURE 2X4 W/ 2-1/4' SECURE 2k4 IV PIN Ix8 NAILER SECURE t0 TRUSSES TAPCON6 OR DRIVE PIN tAPGONB OR DRIVE PIN -- (MIN. SPANK SIZE .145 MIN. (MIN. SHANK SIZE .145 MIN. 0 0 BELOW W/ HEAD SIZE 300 M N. HEAD SIZE 300 MIN. SECURE 2x4 ON (2) I2d NAILS OR EMBEDMENT 13 0 EMBEDMENT I Y4, W/IN 8' FLAT TO $LK (3) 10d GUN NAILS o Ea TRUSS E,4 END NOT 8 EXGE BT. PLA 8a END NOT 18' EXCEED MAX ARC I-IUJA1' uu cut NAILS. ---- --- SIDES: 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 BT. PLATE Y'X8" A -BOLTS 4' EMBEDMENT MIN. 0 CREATE VOID FOR STRAP 2X4 SOLID BLOCKING W/ 21X2'XYi WASHER AND NUT PENETRATION 6ECURE TO SHEATHING 1/2, CP SPACED EVENLY FROM FLOOR TO ROOF DECKING OVER 2 BLOCKING t/2' CDX WITH MIN. 2-I2d PER BLK GARAGE DOOR HDR IN JOINTS PRE-ENG TRUSSES 9E T HEATHING EA END PRIOR TO FILLING. I-2X6 PT BLOCK a CENTER OF WITH M 2-I2d PER BLK PRE-ENG. TRUSS EA. END DOOR HEADER WKI) K'XS' J-BOLTS EXTERIOR ARCHWAY 2 EXTERIOR ARCHWAY o 4' EMBEDMENT W/ 2"X2'A' WASHER ® ALTERNATE TO LKIN CONV. FRAMED ROOF 1 WITH WINDOW SCALE: I/2'=1'-0' AND NUT. MSTA-24 RAFTER rBLKG 4 , SCALE: 1/2'•I'-0' BETWEEN TRUSSES SCALE: I/2'=1'-0 2X4 SECURED TO " IIT5 UPLIFT GAB NG W/(2)12d 0 NOTES: 0 P -ENG TRUSSES W/ TRUSS SIMP�y µTSM20 6' ' O ALL ANCHORS SHALL BE IN ACCORDANCE TO FRAACONMINGG PLTORAN RIFT W/ W/10 10d TO TRUSS 2;vr_uE t0 MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE OUBLE TOP PLATE AND (4) 1/4' x 2 1/4" SUCH INSTRUCTIONS ARE MORE STRINGENT TAPCONS TO CONT GARAGE DOOR UPRIGHT RIPPLE STUDS a lb' O.C. POURED LINTEL MAX » IS00 UPLIFT HEADER SIZE PER :. SIMPSON LSTA-12 a EA. JACK %1 BUCK ATTACHMENT SPAN CHART. STUD, BOTH SIDES OP C2) INSTALLED N OPPOSITE \ SCALE: I/2 =I 0 INSTALLED ON OPPOSITE OPENING. FACES OF BLOCK WALL L-30 BLOCKING GDX PLYWOOD • 2x STUDS a 16' O.G. MAX W/ W/10 10d TO TRUSS LE SHEATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4" TRUSS AV 11 2x4 BLOCKING POOR WITHIN }' OF WMDOW! DOOR TAPCONS t0 CONT \ h • EA. RAFTER �'-O" OF'ENINCs OPENING OPENING AND SEGUE PER POURED LINTEL L-3m EA NAILING SCHEDULE / \ RAFTER pLµ25 EA KING STUDS (SEE HEADER SPAN CHART FOR DETAILS PRE-ENG TRUSS RARER ° �� AND SPECIFICATION) 2x4 RAFTER ° ° ° a ° CONTINUOUS a 24' O.G. ° ° ° CHART FOR DETAILS AND N BOND BEAM 2x4 PRECAST LINTEL q ° FRAMING ° a CTYP) � a SPECIFICATION) JACK STUD ASSEMBLY t0 BE /-���CLOSED VALLEY FLASHING DETAIL �� FRAMED OVERHANG I ° SECURED ONE PLY WITHIN A TIME. J /-- FROM EACH END i NO MORE N.T S. THAN 12' O.G. STAGGERED 2x4 DBL SP4'32' OG. MAX ZX4 DBL. 2X4 TOP PLATE I/2" CLG. BOARD ° I/2"xS' A.B. MIN. i' TAP CONE TO SECURE TO FRAMINGs, EMBEDMENMT 8' FROM EACH MIN 2' COVER TOP PLATE roP 4 BorT Top PL TE ° NEED MIN 1 1/2', LESS t TYP. INTERIOR END 4 32' O.G. MAX. 2' APART ° 1 1/2', WINDOW MUST B _ PRE-FAB ° SP4 OR H5 a TOP AND I/2' CLG BOARD TRUSS _pAB SECURED To B ° 1 1 DOOR OPENING WD FRAT BOTTOM PLATE$ a EA.FULL TRUSS ANCHOR TRUSS I/Z' CLG. BOARD TRUSS TRUSS 11 SCALE: I/2'-I'-0' LENGTH STUD, BOTH SIDES CONT. METAL OF OPENING. I/2 CLG. BOARD 2X4 WOOD 1/2' DRYWALL TRACKS, TOP 4 2x4 BL ° 1 RETROFIT N.tb. STUDS aib' BOTTOM ° LINE OF SLAB O.G., UAN. 1/2" DRYWALL 1/2" DRYWALL I E URE 2x TO BLOCK W/ (2) 2X4 WOOD T. Pi REBAR VERT. IN C018VER BEAD 2X T. STUDS a16" SS CHANNEL SHAP'PED 3' TAPGONS OR DRIVE PIN SOLID GROUTED CELL SEALANT 4 O.C„ UAN, OGKING 2X4 WOOD C SHANK SIZE .145) MID -WALL -STUDS e24' STUp5 24O / a 5/8' 7HiCK, S GOAT 8' CMU SEE WALL SECURE BT. PLATE LAYER ( EMBED. I' ) TO SLAB W/ 10d O.C.WITHIN 8" OF EACH END AND CEMENT PLASTER STRUCTURAL FOR SECURE 13T XIB'/�D� I1MINFORCEMENT PLATE TO SLAB 321' (i�T') MASONRY NAIL a w P IS' O.C. MAX SPACINGS. APPLIED W/ 10d M . /!' DRYWALL E T 32" O.C. MAX ° DIRECTLY TO p�' ATT D TO EACH O 1 MASONRY 2x6 P.T. UD NAIL a 3;►!/ 2X4 Pt. SID • @' O.C. ° 4 ATTACHED R FILL MAX SEE FOUNDATION PLATE PRODUCT GMU WALL ° , CELL PER GONG. SLAB FOR DETAILS GONG, SLAB CONC. SLAB ° SPFROVAL IREa � ° ° ° ° ° ° a FRd`f MIAMI-DA-DAPS COUNTY ° 4 ° WEATHER STRIP ° a ° ° a ( ° /�MOULPING ALL °. o. ` o G. SLAB ° I a ° SEE FOUNpAT10N 6 1 ° ° a FOR DETAILS SP4632' OL. MAX `�" -a. - ° e ° °. ° °. ° ° ' ° GALV. STEEL DOOR MANUF.) 1—STORY 1—STORY 1—STORY 1—STORY TYP.INT. WALL ° ° a TRACK BRACKETS INT. BEARING WALL INT. BEARING WALL TYP.INT. WALL METAL STUDS — a ° ° a FWOODNED TO JAMB W/ GALV. STEEL (NO UPLIFT) S (W/ UPLIFT) O(NON—BRG.) (NON—BRG.)SGReWB 3A6'x1 vt'LACs OVERHEAD DooR ALE: 1/2'-1'-0" SCALE: 1/2'=I'-0" SCALE: 1/2"=1'-O' 8C SCALE: I/2'=1'-0" 5YM�L 7 ®Y otHERB SLIDE � ARCH WINDOW FRAME PA6TENE0 TO 1 TRACK BRACKETS SCALD: 3/4°=1'-m" W/1/4'-20XI/2' 13 GARAGE DOOR JAMBS CARRIAGE BOLTS SCALE: 1/2"=r-0' AND LOCK NUTS. TRUSS To WOOD FRAMING SIMPSON Mr5-12 PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ PRE-ENG TRUSS FRAMING PLAN PRE-ENG rRu6s DOUBLE TOP PLATE DOUBLE TOP PLATE PREFRA TRUSSES OR 2x CONTINOUS STRESS DBL. 2X TOP PLATE F CRIPPLE ® I6, O.G. CONY. FRAMED RAFTERS SP4a3Z' OG. MA) BLOCKING MID WALL 2x STUDS a Ib' or,. MAX, OR't/16' ZIP SHEATµING "N MAX PRE-ENGINEERED U.O.N. SYSTEM (INSTALLED PER HEADER SIZE PER SI TA-1 a Ea JACK TRUss MANUF. SPECS.) SPAN CHART. U , Or Sr S OF ' T 4 G SUBFLOOR GLUED 2X BLOCKING a I AND SCREWED A6 PER MTS-IZ FASTNER SCHEDULE 1/2'' COX 2 T a SHEATHING O.G. MAX W/ IST FLOOR STUDS TO HIND. SHEATHING t0 BE 2ND FLOOR STUDS 2X STUDS 16' O.C. MAX w DOOR/ WITHIN }' OF WINDOW/ DOOR SIMP MSTA-36 • 32, 2k BTM. PLATE WINDOW OPENING AND SECURE PER 2X e OPENING NAILING SCHEDULE O PLATE 3/4' FLOOR PECKING MSTA-36 32' OG. „ KING STUDS (SEE HEADER/I6' OSB. MAX SPAN CHART FOR DETAILS PRE- ENGINEERED AND SPECIFICATION) FLOOR GIRDER / 2X4 X4 STUDS 16" OZ PRE-ENG FLOOR TRUSS _ JACKS (SEE HEADER SPAN 1} OS OR }" O DOUBLE TOP PLATE PRE- ENGINEERED -- CHART FOR DETAILS AND CDX PLY . ATTACHED PL_A � FLOOR TRUSSom SPECIFICATION) PER PAS ER SCHEDULE 2x CONTNNOUS STRESS ON SHEET D2 TS- 0 JACK STUD ASSEMBLY TO BE BLOCKING MID WALL 1 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK SECURED ONE PLY a A TIME. OR T/I6' ZIP SHEATHING 2x STUDS a 16, o.C• MAX, O W/ 1/4" GAP FROM $LK TO 05.5. USE I2d NAILS, TWO WITHIN 6' 6YSTE1 1 (INSTALLED PER TEXT. FINISi I UAN I MANUF. SPECS.) — PROM EACH END 4 NO MORE 2x4 BLOCKING UNDER I/2' GYP. WL. $D. O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING A THAN 12' O.G. STAGGERED PERIMETER OF OS.B. to PROVIDE GONT. NAIL PATTERN WALL STUDS SCURE SECURE BT. PLATE TO SP4 OR H5 a TOP AND BETWEEN TRUSS BAYS W/ PRE ENTRUSS 5104032' O.G. MAX SLAB W/ }'x9" ANCHOR Q3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP O BOTTOM PLATES a EA. FULL (3) 12d'6 EACH END " GMU WALL BOLT W/ 2' WASHER SET IN PLATE To HORIZONTAL BLOCKING. LENGTH STUD, BOTH SIDES SIMPSON HIGH STIRENGTH OF OPENING. 2x DOUBLE TOP PLATE EPDXY ll EMBED. MIN. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STUDS a 16, O.G. STAGGERED MIN. OF 16' FROM SHEET BELOW SHEATHING To LAP TO • .: • SIMPSON SP4 a BOTTOM OF PRE-ENG'D MTS-12 a EVER STUD 7L 32' O.G. MAX Q5 INSTALL ALL SHEETS W/PAGE GRAIN PARALLEL TRUSS $FLOW- SHEATHING TO STUDS MUST NOT BREAK I'-4' MIN. 2X4 BT. PLATE FROM 2ND FLR LINE. KNEE WALL DETAIL @ ENTRY %1 INT. 2—STORY L.I3. W. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 16 SCALE: 3/4'=r-0' `' SCALE: 1/2'=r-0, 4 SCALE:DOOR OPENING WD FRAMED ATTACHMENT 14 SCALE; 1/2'=P-0' 15 SCALE: 1/2'=1'-O' — CONTROL DATE: 07/01/15 A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 4078 www.a bdesigngrou p.com AA #: 0003325 F W h w Chi W ti 0 F w Q F A h MGM ala LOT: CREEKSIDE LOT #93 PROJECT# 04321.000 MODEra 4EAB 1672- ARIA" GARAGIC BVMG: LEFT PAGE: MISC. DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 18 O/17 ' BCAL40: f/4'=1'-0"' III Ellill Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Swing door (+36) / (-47) (+67) / (-67) Therma Tru Smooth Star FL5891.2-R5 N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from comers, 11 3/4" o/c at jamb, 16" @ head. 11/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon SH Window (+38) J (-48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R5 Non Impact from comers, 8 1/2" o/c atjamb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @ head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon Picture Window (+38) / (-48) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.2-R3 Non Impact anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Sliding Glass Door (+33} / (-41) (+25) / (-50) Ply Gem Builders Series FL14634.1-R2 Non Impact distance. 6" max o/c from corners and 20 3/4" max o/c 4780 elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for comers. Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedment. Opaque slab with or Single door with sidelite. 1/4" concrete tapcon anchor. 3" without impact (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15037.1-R2 N/A max o/c for corners as well as each side of sidelite. sidelights (1 or 2) Tapcon needed at top and bottom middle of opening for door panel and sidelite. 14" vertical max o/c elsewhere. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque double door (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15225.5-R3 N/A bottom. Top and bottom centerline of each door slab get without sidelights tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 1/4" concrete tapcon anchor. f" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Double Garage Door (+29) / (-35) (+46) / (-42) Clopay 16.2x7 73 W6 FL16546.6 N/A Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R9 shingle placed 6-1/8" above the butt edge, approx. 1" 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 Undedayment Interwrap Rhino U10/20 FL17801 gauge 1'/<" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit +31.6, -38.8 (+50) / (-50) ALSIDE T2 FL15282.1 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. Less than 6' span (+47) / (-53) panel MFG. 24 GAGE FL16293-R1 edge a distance 12" o/c max. spacing. Can be headed screw , or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6' Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. span an or more (+45) / (-50) panel MFG. 24 GAGE FL16293-R1 edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Huber Wall Sheathing 17147-R1 Sheathing A R C H IT E C T 6 Design Grou Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W y W U W h 0. a uJ W A F A Fv SLTBDIV. dg LOT: CREEKSIDE LOT #93 PROJECT# 04321.000 MODEL: 4EAB "1672- ARIA" GARAGE BTrMG: LEFT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 18 DATE: / PS/10/17 BCALW l f 4"=1'-0" NOTE: NOTE, NOTE: IF ZIP SHEATHING SYSTEM IS APPROVED BUILDING WRAP IF ZIP SI-4EATI-IINCx SYSTEM IS INSTALLED, PLEASE SEE INSTALLED, PLEASE SEE SHALL 5E LAPPED A MINIMUM OE 4'x4' SELF -ADHERING MEMBRANE— L 6' MANUFACTURERS b' ® VERTICAL LAPS (ROLL MANUFACTURER5 FLASHING (COMPATIBLE W/ HOUSE T� INSTALLATION PROCEDURES ALL SEAMS NEED HORIZONTAL BE TTAPED LATH VERTICAL LAP TO BE I" WRAP MATERIAL) OVER \\ INSTALLATION PROCEDURES APPROVED HOUSE WRAP. s" WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE r Y. \ 1' OR LESS PIPE 6'xb' SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT — �' THICK, 3 COAT CEMENT PENETRATION 7 `� FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4"x4" FLANGE OF CONTROL JOINTS T \ PLASTER / \ SELF -ADHERING MEMBRANE BE WIRED TIED TO LATH • S" \ WRB LAYER 02, FORTIFIBER FLASHING OVER APPROVED MIN LAP e METAL LATH FLASHING TO EXTEND ONTO PIPE O.G. MAX (VERT.). NOTE: DO BUILDING PAPER HOUSE WRAP. NOT FASTEN CONTROL JOINT TO / \ , WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH W LEG MAY BE USED TO TEMP. FASTENED • I' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS {� X X X CUT _ OF DURING INSTALLATION WRB LAYER "I, ( METAL LATH SELF -ADHERING MEMBRANE OVERLAID ONE E FASTENERS O BE $PAGED STUCCO WRAP CUT AND OVERLAP ONE SIDE OF m T" O.G. MAX VERTICALLY FLASH NCx SELF -ADHERING MEMBRANE WOOD SHEATHING ST P'I STEP "2 FLASHING OR 1/16' ZIP SHEATHING WRB LAYER p, �' THICK, 3 GOAT CEMENT WRB LATER ", I SYSTEM NStALLED PER � 91UGG0 WRAP I PLASTER STUCCO WRAP MANUF 5 GSJ 6' MIN PAPER LAP BELOW ONLY / METAL LATH WRB LAYER w1, FORTIFIBER WRB LAYER 02, FORTIFIMR W p 4. R BUILDING PAPER BUILDING PAPER I ;!WA �� \ / WRB LAYER "1, STUCCO WRAP i 'xb' LF HERING MEMBRANE OVER 4 x4' ro �° I INSTALL FASTENERS (CLIPS, °E F- RING MEMBRANE LATH SHALL NOT CaP MIN' ASHING OVER APPROVED WOOD SHEATHING STRAPS, STAPLES) AS +�%SE �f'• OR 1/11 ZIP SHEATHING FLASHING TO EXTEND ONTO PIPE BE CONTINUOUS 6 MIN.a 6 M?N s' SYSTEM (INSTALLED PER PIPE/ WIRE TTO FRAMING THROUGH CONTROL \ M UF. SPECS.) 4°x4' SELF -ADHERING MEMBRANE JOINTS BUT SHALL BE STOPPED AND FLASHOVER APPROVED ING HOUSE WRAP. LIED At EACH SIDE. I° MIN LATH PER ASTM GI063 PROVIDE 2X4 BLOCKING LAP, 4„ OVER ;LASHING TO EXTEND ONTO PIPE PLACED FLAT MAX. b' TO S" ALL LAP 1.10.1.4 FROM CONTROL JOINT WHEN NOTE: CONTROL JOINT FALLS ON 2 APER LAP V CONT. BEAD OF SEALANT \ / STRUCTUR _ STUD SCALE: 1 1/2'=I'-0" 1. FASTENERS FOR LATH TO BE NAILS OR INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASTM C1063 r INFILTRATION BARRIER OVER 2. WIRE TIES TO BE (NO. IS) 0.0415' WIRE SHEATHING 3. BLOCKING SHOWN MAY BE IN ADDITIO\ TO WALL STUDS REQUIRED PER PLAN / \ I ELASTOMERIC COATING OVER STUCCO/ C.Y. FINISH (SEE TTP WALL SECTION) VERTICAL LATH .vat �'.uis:li�^.»"if.'s.'7 Y" . y�+ �.,. z ::r x i ^ra•7 n 9 »,r% & PAPER DETAIL WOOD STUDS SECTION PER FBExterior lathplastering NOTE: SHEATHING Exterior use of porlland cement plaster SIDE LAPS OF METAL OR T/Ib' ZIP SHEATHING SYSTEM shall comply with the application PLASTER BASES SHALL (INSTALLED PER MANUF. SIDI requirements of ASTM C 926-12A. BE SECURED TO BUILDING NOTE: »� 6• MIN Installation of exterior lathing and framing O� �s FRAMING MEMBERS. PAPER „ LAP IF ZIP 51-4EAtl-11NG SYSTEM IS 9 9 1 M TYPE CONTROL JOINT THEY SHALL BE TIED '' shall comply with ASTM C 1063-12A. INSTALLED, BETWEEN SUPPORTS $' PLEASE SET= WITH 00415-0,L (121-MM) STUCCO )° LAP ® LATH MANUFACTURERS WIRE At INTERVALS NOT 3" LAP Q PAPER INSTALLATION PROCEDURES MORE THAN s, (225-MM). AS PER A$TM C1063 OI. FOLD INWARD PT. A O I. FOLD INWARD • Pr. A 7. OWEASE • PT. BKICKOUT NOTE: FOLD IN PAIR HORIZONTAL LATH S TEARS fl� R f ®1� f ® ® IN WRB LAYERS, TEARS DETAIL MAY BE PATCHED & PAPER DETAIL , W/HOUSE WRAP TAPE ' . . PER MANUF. SPEC. OR II��I FOLD PEEL 4 STICK Orr A_ ® 7/16" ZIP SI--IEATI-EING SYSTEM ( INSTALLED PLR MANUF. SPECS.) OR O1.FOLD INWARD • n I. FOLD INWARD • PT. A WOOD SHEATHINGS III A 2. GREASE • Pr. B WRB LAYER 01, 2' CREASE ' Pr. 153. GREASE 4 Pr. G STUCCO WRAP 3. GREASE • Pr. C, 4, FOLD Pr. G OVER PT. B TILL PT. G TOUCHES BottoMFLANGE THICK, 3 COAT CEMENT PLASTER E N D a METAL LATH L E LAP WRB 8 TAPE OVER D RA I NAG FL Al l (UJRB FAD ® WATERTIGHT .' ROO7=/UJALL SCREED FLANGE *T* LAR #1, STUCCO LURI' A) • TI• BOttOM NOTE: SEAL FOLD, 2Q IF ZIP SI-1EAT1-41NG SYSTEM 15 elQieuT. z 511X5" "L" TYPE CONTINUOUS # INSTALLED, PLEASE SEE CxALV. METAL FLASHINGI��RB LA**rER 2 CFORTFIBER - - ...... - MANUFAGTURERS z BU' I L D I NCB FAFE R INSTALLATION Pctc PROCEDURES ill rHl3 coat ca MENr (NAIL t0 R001= DECK, NOT PLASTER WALL SHEATHING) WR5 LAYER BUILDINGS PAPER �" GAP SHINGzLE - DO NOT NAIL, 1`ITAL LT X X X x WRS LAYER M, INSTALL WITH ROOF CEMENT STUCCO WRAP LAP LAYERS OF 15UILDING WRAP (� I� k' A+BOVE Wm a.�� NG1� L ec ED ROOF CEMENT - - SxbWAtLrLASAING S"NGLE ROO>=«W_z WOOF.) eh4EATI41NG; ITT o OR 1/16" ZIP SHEATHING- 5Y5TEI" I KICK -OUT FLASHING(SEE SEL�(IN5TALLED PER MANU=. SPECS.) NOTE: IF ZIP SI-EATPING SYSTEM 15 NOTE: INSTALLED, PLEASE SEE MANUFACTURERS t'�IETAL LATT 4: LATH TO BE FEIR F5C MLTUNDERLAYMENr INSTALLATION PROCEDURES G� Q/f /��Q �/� \I / ep NOTE: INSTALL KIGX.CUT SOTER T DO SEAL (BEND OR R1 03.6 .1 / A ST1l C — 541 — 0 B, I 1 `A. 2 .e L B 5. `_7s-OPSOLDER Do NOT CUTJ SHINGLE ROOFING �,ZO FLASHINCs AT B01TOM OF ROOF 4 1� /� 1''� / I t 1' �I j� /� (WALL INTERSECTIONS R R SCE. I AR4� \ UT I L I I OR I ` Ot*I 1 � AL DRIP EDGE, OVERLAP 3', EXTEND 1/2' BELOW LATH j''� c/.+� `T��Y ^y �1t` SHEATHING, MECHANICALLY FASCIA WRAP L A T I I P O V I `l O T 1 I E T V R E C I r- I C AT I ON S FASTEN 4' O.C. MAX 5 L ' FLAB =INS N.T.S. A R C H IT E C T S I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 10 W h W U W ti 0. W a F 4 SuBmim & LOT: CREEKSIDE LOT #93 PR.OJZCT# 04321.000 MODIM 4EAB 1672- ARIA" GARAGE S11iNG: LEFT PAGE: WALL ASSEMBLY DETAILS t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 1 A 08 /10 /17 11/LMW% n 0 r6 NOTE` INSTALL 6' SELF -ADHERING IF ZIP SHEATHINGS SYSTEM IS MEMBRANE FLASHING OVER STUCCO INSTALLED, PLEASE SEE TOP, SIDE(S) AND BOTTOM FINISH MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. rr" SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE of FLASHING t0 BE OVER TOP 4 SIDES 1116" ZIP SHEATHING SYSTEM 7/I6' ZIP SHEATHING SYSTEM I BOTTOM 2 SIDES 3 TOP (INSTALLED PER MANUF. SPECS-) OR (INSTALLED PER MANUF. SPEGSJ OR X: VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHINGS f WOOD SHEATHINGS OF SEALANT At TOP AND FLASHINGLAYER 01, X SIDES ONLY. SEALANT IS TO BE WRB LAYER O1, STUCCO WRAPUNIT TOOLED SO AS TO DEFLECT STUCCO WRAP WATER AWAY FIR OINTS. LAYER w2, FORTIFfBER E-Z BEAD AL RO D PREMANUF. DRYER ° BUILDINGS PAPER VENT CAP (SET IN METAL LATH VEI�It-AP S A ALL WRB F 711=1BER JOINT 'NTE TIONS CONT. SEALANT) BU I uloop 7/s' rEx7uREp Y t AT PERIMETER Or - BACKER CONSTRUCTION ��FR.IiSH WOOD ROD ti : E FRAME AND STUCCO FASTEN TO WOOD STRUCTURAL ON SIDES, Y¢" CAULKING a JOINT SEALANT MEMBER ®i' O.C. MAX A ROUND TOP E SIDES CK, 3 COAT CEMENT 8 crn� PER FBC R703.6.1 LASTER 1b' TOX�" MID -WALL WEEP SCREED Exterior lathing and plastering f� a T� BACKER ROD Exterior use of portland cement plaster DRYER VENT (BLOCK) Ye" TO YS" MID -WALL ! Q shall comply with the application 6 B WEEP SCR EF- requirements of ASTM C 926-12A. 6' WIDE STRIP SELF ADHESIVE FLASPINGS, CLEAN MASON i � Installation of exterior lathing and framing RY BEFORE APPL"l �r' X shall comply with ASTM C 1063-12A. (o° SELF-ADHESIVE '. ��TEXTURED IllLAYER"I, �' I FLASHING FINISH a MASONRY STUCCO WRAP i X X HOODED VENT BUILDING ER WOOD FRAMED OVER QUICK FLASH" WALLS HORIZONTAL WEEP SCREED X THICK, 3 COAT CEMENT PLASTER (FRAME TO BLOCK) METAL LATH HORIZONTAL WEEP SCREED wRB LAYER 02, FORTIFIBER PIPE THROUGH� ( FRAME TO FRAME NOTE: WALL BUILDINGS PAPER NOTE: IF ZIP SHEATHINGS SYSTEM IS WOOD SHEATHINGS IF ZIP SHEATHING SYSTEM IS INSTALLED, INSTALLED, PLEASE SEE DRYER VENT (FRAME) % PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A 6" SELF ADHESIVE INSTALLATION PROCEDURES FLASHING (INSTALL PER MANUF. SPECS.) all 01 OR TAl ZIP SHEATHINGS SYSTEM nNstaLLEo PER MAl sPEcsJ BUILDING PAPER WOOD SHEATHINGS UNDER "QUICK FLASH" WRB LAYER *i, WRB LAYER'"(, NOTE: CUT OPENINGS IN STUCCO WRAP STUCCO WRAP IF ZIP SI-4EAT4ING SYSTEM 15 APPROVED HOUSEWRAP WRB LAYER "2, FORTIFIBER INSTALLED, PLEASE SEE FOR BOX INSTALLATION BUILDING PAPER MANUFACTURERS WOOistuctlaN INSTALLATION PROCEDURES „ CUT X INTO l A VENT PENETRATION WRB LAYER *I, SELF -ADHERING jxti STUCCO WRAP MEMBRANE FLASHING METAL H SCALE: N.T.S. e' crru v L ASI B D v APPLY SELF -ADHERING: 6 Is AND MEMBRANE FLASHINCs L WOOD SHEATHING OVER BOX AND OVER I MID -WALL APPROVED WRBLAYER ° 15' ° KKK SCREED Ml 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYINGs APPROVED HOU5EWRAP z FLASHING ( BELOW STUCCO WRAP AP ELEC. MET1=R FIELD 1 VERIFY LOCATION ELEC. METER FIELD SCONE VENEER VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN SELF -ADHERING OVER SCRATCH COAT NO MEMBRANE GRADEfl p D FELT MEMBRANE FLASHING N ENTERS BOX, OVER ING APPLY STUCCO SCRATCH COAT APPLY t0 FACE FLASHING OVER HORIZONTAL WEEP SCREED ° AND ONE (1) LAYER OF PAINT EDCxE APROVEDOR �..._.�' W/STONE VENEER ' / M� ORR TO INSTALLINGELEC. _ HousEWRAP WRB LAYER 02, FORTIFIBER (FRAME TO BLOCK ° CAVITY TO BE FILLED 5TEfBUILDINGS PAPER / WITH RIGID POLYMERIC 57Ef= *4 �� ��J T ISOCYANOTE-POLYBLEND FOAM ("GREAT STUFF" OR SIMILAR) APPLY A SILICON C ATING OVER DRAINAGE PLANE (WRB BASE SEALANT AT POINT STUCCO/ O/ OTuccC.V. FINISH LATER #I, STUCCO WRAP) THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD •o.o.o•o (SEE TYPICAL WALL OVER 60 MIN o • o • o • o o SECTION) L1RB LATER #2 (FORTIFIBER — — — — — GRADE "D" METAL LATH BUILDING PAPER) AREA TO RECEIVE FELT -PROVIDE •O STUCCO SCRATCH COAT SEALANT AT ALL o ° ° e h'1ETAL LATH X—x—x—x I COAT OF PAINT W/BACK- JOINTS AND ROLL PRIOR TO INTERSECT1oN5 o ' ° •O.O•o ° •O. O.O.O STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATHING METER CAN OR METER CAN OR 111ro' ZIP SHEATHINGS SYSTEM COMBO OR METER CAN AND (INSTALLED PER MANUF. SPECS.) DISCONNECT SELF-ADHESIVE FLASHING — — — — NOTE: ELECTRICAL RECEPTACLE METAL LATH: LATH TO BE PER FBC ELECTRICAL CONDUIT R103.F.1 / ASTM C-841-09, 1 11N. 2.5 LBS. 8 PENETRATION PER SQ. `I'ARD (UTILIT'I' OR NOMINAL LATH DOES NOT IIEET SPECIFICATIONS) ARCHITECTS 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w C, v W r0 ~ a A F evsarv. ae LOT: CREEKSIDE LOT #93 PROJECT# 04321.000 MODEra 4EAB "1672-ARIA" GARAGE If9'11rNG-. LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 18 201 DATE:* 08/16/1'7 8C 1/4"=1'-0" WOOD SHEATHING 41NCx EXT. WOOD FRAMED COLUMN SHEATHING WALL WRB LAYER'M, SUB -FLOOR DECKING—..AA7HERR RRESISTIVE STUCCO WRAP3" X 3' 26 GA. GALV. WEATHER RESISTIVE WOOD WRB LAYER 02, FORTINBER METAL DRIP EDGE / BARRIER 02 777777777 WOOD BUILDING PAPER PRE-ENG'D TRUSS FINISH LAYER l2 LAYER PEEL k STICK) _ _ a/a' HAT CHANNEL J" THICK, 3 COAT EMENt WEATHER RESISTIVE SET IN FULL BED OF _ ` SEALANT, X2' MIN. ` 6' SAP. \ /s X DRYWALL PLASTER BARRIER 01 �' PEEL d SPACE FROM DRIP �Q PEEL f STICK W /e" TYPE ' ' DR LL 6 5.AF. P P SCREED WEATHER RESISTIVE STICK m DRIP FACE TO TREX i - \ TO 5 t I H WEEP SCREED BARRIER 02 EDGE t0 / J(LLY 'L' FLASHING ' THICK, 3 GOAT CEMENT) DECK �, i = FULLY EMBEDDT 051 IN RIES .. •-- IN ROOF CEMENT WOOD SHEATHING 5 PLASTER METAL LATH I I' X 3' 26 GA. GALV. Ya GAP FOR BACKER METAL DRIP EDGE ' `a' GAP FOR BACKER WRB LAYER0, ` ` WOOD SHEATHING I"Xt �'a" P.T.PtOR SIMULATED ROD E SEALANT ROD t SEALBEALANT,)JR MIN. ANT / : SET IN FULL BED OF STUCCO WRAP �\ WOOD (TREX) FILLER VINYL CASING BEAD PACE FROM DRIP " THICK, 3 GOAT CEMENT \ CONTINUOUS + PLASTER �� 6" SELF-ADHEREING FACE TO TREX WEATHER RESISTIVE AM66-WFWC--tW GUST SING A i F�. FLASHING WRAPPED WATER PROOFING is t�\ WE R SIStIVE VINYL CASING: BEAD 1 BARRIER »I EXTERIOR GRAPE ` X' W RESISTIVE O N . , \ LAYER l2 LAYER FEEL i I R "I i ;` TOP OF WEEP SGiED DRY WALL Atl 4E SIStIVE WATER PROOFING \Ist STICK) WRAPPED FROM - RIE "2 ��� TO SHEATHING BELOW BALCONY DECK TO p n p R 1 02 LAYER (2 LAYER PEEL XT I COLUMN CANTILEVER "` .��� ; WRB LAYER "I, " THICK, 3 COAT CEMENT APA PC°`�" STICK) 0ria"m' SHEATHING ' x: STUCCO WRAP 4" POSITIVE DRAIN PLASTER 5.. 6 PEEL E STICK g WEEP SGt?I=ED VINYL CORNER BEAD E MEMBRANE DRIP EDGE t0 DECK '� 6' S.AF. END OVER DRIP PEEL t STI !- r WRB LAYER 02, FORTIF15ER VINYL CASING BEAD SUB FLOOR I I N2"x3' "L" FLASHING BUILDING PAPER (SHOWN FOR CLARIFICATION OF ®® EDGE •_____________�____ 3' X 3" 2(o GA. GALV. SUB FLOOR 4, FULLY EMBEDDED IN r SEPARATE ACCESSORIES ONLY) — = S ROOF CEMENT ., 6 SELF-ADHEREING ------- -- =:-` SffTAIN DRIP BED OF I" X 3" 26 GA. GALV. WRB LAYER "M, FLASHING WRAPPED 19 XI s/4 T. R 5I ATEDmiNMETAL DRIP EDGE / + SPACE FROM DRIP .........-•-•.. .... ................... ` --- i o CORNER OF CANTILEVER w0 (REX) ILL R SEt IN FULL BED Or - STUCCO WRAP r ON N S FACE TO TREX SEALANT, h' MIN. ' 4' POSITIVE DRAIN OD THE �RFIbLERAtED l VINYL CASING BEAD SPACE FROM DRIP AMICO AM66-WFWG-780 .� 1 i 2 �� _ WEEP sCREED FOR BACKER tlNuouS ,/FACE TO TREX CUSTOM CASING BEAD D < SEALANT WATER PROOFING: let FI SH LAYER (2 LAYER LAYER (2 LAYER PEEL t YpP7A {SEALANT A�Lp t VINYL CASING: BEAD PEEL 4 STICK) STICK) WRAPPED FROM WATER PROOFING lat MODIFICANTILEVER DRIP 3/4REED90 3/4 RESILIENT BALCONY DECK to LAYER (2 LAYER PEEL < NO GAP IN FIELD HAT CHANNEL CANTILEVER 3/4 RESILIENT I STICK) WRAPPED FROM Tr BALCONY pECKtO (SHOWN FOR CLARIFICATION OF NOTE% 1 O E D �-r �-� VINYL CASING BEAD 8" THICK, 3 GOAT GEMENt HAT CHANNEL CANTILEVER SEPARATE ACCESSORIES ONLY) jr- ZIP SHEATHING SYSTEM 15 EDGE PLASTER CASING BEAD INSTAILED, PLEASE SEE METAL LATH VINYL CASING: BEAD MANUFACTURERS = '' THICK, 3 COAT CEMENT WOOD SHEATHING a T K DTL. ® CANT. INSTAI-CATION PROCEDURES y 5/8' TYPE "X" DRYWALL PLASTER 10 A ,- , " a w/IEX7URED < PAINTED 5ARRIERR +RryESIStIVE 6/6" TYPE "X" DRYWALL METAL LATH SCALE: I I/2 -1 -(D �u IIIIII AAA �I Il� FINISH WEATHER RESISTIVE W/1 EXtURED < PAINTED WOOD SHEATHING i" THICK, 3 GOAT CEMENT BARRIER 112 FINISH PLASTER 4" POSITIVE DRAIN J" THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER WEEP SCREED DRAINAGE PLC E RS VINYL CORNER BEAD NO GAP IN FIELD N0T�•- I /� tI }� L,41'ER #1, STUGGO WRAP) 1�� 1 AL LA 114: LATI 4 O I E P�R �5C VINYL CASING: BEAD (S GA IN FIELD VINYL CORNER BEAD SEPARATE © ACCESSORIES ONLY �i � I }�, ISHOwN FOR CLARIFICATION OF VINYL CASING BEAD Ri 03.�0.1 / ASTIR G = 84 - O9, 1� 1 2 .� L 55. WR5 L A�E R #2 CFORT f F 15E R — — — — — SEPARATE ACCESSORIES ONLY) i=R SQ, 1'ARD CUTILIT'�' OR N01`1IN L 5UILDING F'�4P R� BALCONY DRIP BALCONY DRIP LATI4 1DO5 NOT 1„1E`1= SPEGIISIG�,TIONS) MEt,�L LAT� x x x x 11A EDGE INSTALLATION 11C EDGE INSTALLATION C COLUMN (W/"L" FLASHING SCALE: NT5 NOTE: 01 WOOD TION STUCCO WOOD SHEATHING IF� Ip SHEATHING SYSTEM IS IF ZIP SHEAT IING BY E IS OR ne' ZIP 6HEATHINfa SYSTEM INSTALLED, P EASE !INSTALLED PER MAW-. 6PEC5J INSTALLED, PLEASE SEE MANUFACTURSIRS TH R IstivE 2x FRAMING MEMBER WRB LAYER +M, ; MANUFACTURERS INSTALLATIONPROCE RES I UJOODrJi�E,QTi INCH STUCCO WRAP x:l INSTALLATION PROCEDURES 3/4 RESILIENT HER 1;?.r=51STIVE , HAT CHANNEL BARRIER 02 8" THICK, 3 COAT CEMENT SELF-AZ)HESIVE FL.A5I41NG — — — — PLASTER WOOD SHEATHING VINYL CASING BEAD WRB LAYER {"2, FORtIFIBER _ 00 ' THICK 3 GOAT CEMENT / BUILDINCz PAPER X; PLASTER 2 1 /2 " CORNER BEAD W LAY # :. 6/b" TYPE 'X" ALL METAL LATH FASTENED TO SHEATHING METAL LATH ( 1 STUCCO WRAP W/TEXTU PAI Wooer SH At {ING - 'a -IO.G. MAX. 1 ' I ' FIN( OR 7 ZIP A INC 6Y6TE7`t 7t= .'7f'—rit,—X-"yX+---�x ' tlNai PERMANUF.aPEC8.1' THICK, 3 COAT CEMENT �0 1 WR8 LATER 1, FORTIFIBER HI At CEMENT (2) 2x>HEADER PLASTI=R ' a , I BUILDING PAPER WRB LATER #1, �o"S F-A N ING' 4" POSITIVE DRAIN 1 ; STUCCO WRAP FLASHING EL DER METAL LATH VINYL CORNER BEAD WEEP SCREED 1 x ' I `� (EXPLODED THICK, 3 COAT CEMENT WOOD SHEATHING VINYL CASING BEAD NO GA N FIELD II %t�'vlEw FOR PLASTER (SHOWN FOR CLARIFICATION OF 1 • CLARITY) SEPARATE ACCESSORIES ONLY) METAL LATH DRIP GAP 11D DRIP EDGE INSTALLATION WRB LAYER *2, FORTIFIBER BUILDING PAPER WINDOW FLANGE �. �j ��pp �p WR5 L YER "I, / iF IP SHE HING S S EM I5 WOOD GONSTRUGITON C O RNE JL\ BEAD RAME sTUGC WRAP INSTALLED, PLEAS SEE MANUFACTU RERS 2 1/21 INSTALLATION PROCEDURES WEATHER RESISTIVE WRB LAYER "2, FORTIFIBER BARRIER �M CORNER BEAD WEATHER RESISTIVE (FASTENER 4 SPACING rt" O.C-) BUILDING PAPER aX 1 t BARRIER 02 C' METAL LATH VINYL CASING BEADJi J THICK, 3 COAT CEMENT �, f PLASTER' THICK, 3 GOAT CEMENT ! ; 5/9' TYPE "X DRYWALL METAL LATH PLASTER W/TEXTURED 4 PAINTED (o"SELF-ADHERING FINISH — 11' E2p10�pERa�Iy4 +0 srsrEr, I AD R/BEI AN6P, eFEcs.) GMU FLASHING T ICK, 3 GOAT CEMENT \ , ; PLASTER VINYL CORP. 4" 5/51 THICK, 3 COAT CEMENT DRIP CAP VINYL CORNER BEAD pos1T1VE DRAM PLASTER APPLIED Im he WEEP SCREED p IRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD Q&201' BLOCK 15 B CASING BEAD Ca) WINDOW @DRIP EDGE INSTALLATION FRAME, NO BAND) ARCH I T E C T S Design Grou ino. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W y W a w 0 h Q h p BLJHDIv. as IAT: CREEKSIDE LOT #93 PROJECT# 04321.000 XODEU 4EAB 1672- ARIA" GARAGE SVnNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXR C ARCHITECT: STATE OF FLORIDA AUG 18 3/10/17 4"=1' — 0" Tti A3 A R C H I T E No•rE:- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -------------------------------------• IF ZIP SHEATHING SYSTEM 15 Y4° SAP 71'P -" THICK, 3 COAT CEMENT J' THICK, 3 COAT CEMENT WOOD SHEATHING INSTALLED, PLEASE SEE BEAD P R PLASTER To TRIrl TAL ATH SEALANT MANUFACTURERS , INSTALLATION PROCEDURES 1X TRIM MEMBER METAL LATH `\\ WRB LAYER "I, ! a STUCCO TO r; STUCCO WRAP xi>1 WOOD SHEATHING SIDING: TRANSITION LAYER 02, f=r= oRt11 1BER UILDINGs PAPER SIDING WOOD SHEATHING I %` WRB LAYER 02, FORTIFIBER i WRB LATER I -- BUILDING= PAPER i J STUCCO WRAP ...... WRB LAYER *1, FORTIFIBER --.....-- DO � MI=tAL LATH ' BUILDING PAPER IURB L E WRS LAYER "I, " THICK, 3 GOAT CEMENT' WRB LATER1, F0RT11=1BER St G grucco WRAP - EA VINYL GA51NCrt j PLASTER BUILDING PAPER CW/3/ell FLEXIBLE PVC BACKER ROD) •` CASING BEAD ........ .............. ... .,,,.,,,, I ro"SELF-ADHERING xl `.� META ATN FLASHING ••, roll SELF-ADHEREING I �'� K 3 GOAT CEMENT FLASHING OR PEEL E STICK /� �\ 7 I VINYL ANGLED , �-----(EXPLODED CASING BEAD VIEW FOR S S I D ][ N G `�' O S �' �J C C O WRB LAYER *1, STUCCO WRAP, cLARIt WRAPPED AROUND FRAMING CASING BEAD MEMBER I ' `18 roll SELF ADHESIVE FLASHING DRIP CAP (CROSS SECTION) w ,, �- - •� I ;= WOOD SHEATHING WINDOW FLANGE LAYER I, ��\\ �.. ±71� 2X FRAMING —� 1 TIIGG° WRAP WOOD CONSTRUCTION MEMBER DETAIL BELOW EXPLODED % INY ANGLED BEYOND GASINC. "3E EAD x WOOD SHEATHING= �,, F'O R CLARITY WEATHER RESISTIVE ` WRB LATER 02, FORiIF15ER = °_' ; ` BARRIER M 1 ------------------------- ------------------------ WR5 PAPER i UrEATHER RESISTIVE jr \ _ ------ ---- ®ARRIER •2 METAL )r�ATH I : j r % I �" x -I Y4' LAP SIDING / \ _ b' REVEAL /� FLASHING DHERING ------ ----------------------- b' SELF -ADHERING �� ~ " THICK, 3 COAT CEMENT �� FLASHING 6 WEATHER Y4" CaAP T� P g" THICK, 3 GOAT CEMENT PLASTER 7 r GAe N� DEAD PLASTER / WEATHER RESISTIVE �\ ` _ /r STARTER STRIP\ � BARRIER 02; SEALANT TO WINDOW METAL LATH ro"SELFD -AHERING ! J O NOT CAL K O FLASHING i SEAL OPENI 1 FLASHING , 11 - GALVD METAL I LA ER "2, FORTIFIBER GALV' AL 'Z' FLASHING pRIP GAP !`: 'x' FLA I DO NOT CAULK OR I / IL Cx PAPER I _ r SEAL OPENING WINDOW FRAME j WINDOW FLANGE T MEMBER �OOD SHEATHING E9EAD ' CASING BEAD (P WINDOW I WOOD TRIIM MEAMBER f� ° (FRAME, W /BAND) \ y SEAL GAP ALA — i r $ ita s .,:,: nr: / OR APPROVEDVED SEALANT I i STUCCO CASING / SIDING TO STUCCO WRB LAYER #l, STUCCO WRAP CP BLOCK TO FRAME NOTE: TRANSITION ' IF ZIP SHEATHING SYSTEM IS WOOD S" ro WIDE PEEL E STICK ISHEATHINGINSTALLED, PLEASE SEE 1 OVER FLANGE MANUFACTURER WINDOW FLANGE INSTALLATION PROCEDURES i METAL LATH NOTE: I E-Z BEAD VINYL CASING METAL LATH. LATH TO BE PER FBC j (W/3/$' FLEXIBLE PVC. BACKER ROD) I R703.ro.1 / ASTM G-847-09, MIN. 2.5 LBS. 2x FRAMING WRB LAYER *1, PER SQ. YARD (UTILITY OR NOMINAL MEMBER / #APPLY FULL BED OF SEALANT BETWEEN STUCCO WRAP 1.000D ST+INC LATH DOES NOT MEET SPECIFICATIONS) BUILDING -� FLANGE BUILDING WRAP WRAP WRB LATER 02, FORTIFIBER } NG ---------------------------------------------------------- ------------------------------------ BUILDING PAPER WOOD CONSTRUCTION b' SELF -ADHERING $k, BEYOND FLASHING THICK, 3 GOAT GEMENT 5TUCC0 1�IRA� WOOD SHEATHING ; WEATHER RESISTIVE I WEATHER RESISTIVE 8 , BARRIER M // \ BARRIER M TO LAP PLASTER I WEATHER RESISTIVE \ b' ABOVE TOP E 2 BEADWINDOW CASING II I /� p } Bg�ARRIER "2 , / ` 'Z ASHING JL 1 JI-1 � X W�� LA I\ ' L / �� I I � � W%b V AL P SIDING //� I 4 " 16A WE R RESISTIVE 8l� f !� D I NC-> �' FLASHING 1 IER 01 VINYL ANGLED 6' SELF -ADHERING z U�ATHER RESISTIVE CASING BEAD - \ BARRIER 02 VINYL CASING BEAD �ETAL LATi STARTER STRIP I/ \\1 \� �, / 'ZAFLASHIMETAL DO NOT CAULK OR (EXPLODED 8 T+ 4 f GIG, 3 CCAT C I"'«NT SEAL OPENING�-�C s A OPIN CAULK OR VIEW FORLAST IR 7rLA METAL WEARIERRESISTIVE LEGEND 'Z' FLASHING BARRIER M TO LAP CLARITY) WOOD&' SI MEMBER OFMZNFLLA6 ING, OP 5-Z MEAD VINY I IY4'X b' SIMULATED DRAINAGE PLANE (WRB 1 (W/%' FLEXIBLE \ / WOOD TRIM MEMBER LAYER 01, STUCCO WRAP) BACKER ROD) \ / 'SELF -ADHERING b' SELF -ADHERING I i j FLASHING FLASHING \ I I WR3 LAYER *2 (FORTIFIBER — — — — CEMENTPLASTE \1� ORAAGAP PPROVED EALANr BUILDING PAPER) WEATHER RESISTIVE WEATHER RESISTIVE BARRIER 01 BARRIER M METAL LATH X—X—X—x CASING BEAD R AI 1C� "._J E D (W WEATHER RESISTIVEVE / BEAD VINYL CASING BARRIER +2 BAE PVC KER RODSTUCCO I ]BAND (FRAME) SIDING TO STUCCO USATHERRESISTIVE 0 FRAME TO FRAME BARRIER n WOOD SHEATHING 17ASCALE: 1 1/2 " =1' -m" OR ZIP SHEATHING= SYSTEM (INSTALLED PER MANUE. SPECS.) @1­__���� SELF-ADHESIVE FLASHING — — — — 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 w U w 0 NJU w q F q ®U'HDrv. as LOT: CREEKSIDE LOT #93 PROJECT# 04321.000 MODE7.9 4EAB "1672- ARIA" GARAGE SUING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA AUG 18 2011 DATA 08/10/17 9C :1/4"=1'-0" A R C H I T E C T S OUT HOUSEM AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF L OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 INSTALL 6' SELF -ADHERING FLASHMCa OVER NAILING FLANGE AT JAMBS EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP no 7' TEMPORARILY FOLD -UP 4 SEC HOUSEWRAIM(o TUCK FLAP UND at HEAD FOLD HOUSEWI IN AT JAMBS 4 SLOPE SILL R INSTALL 6' SELF-ADHS PLASHING C vINYL HEAI FLASHING ( DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING I BEYOND J, FLASHING ^5 LL vlt CAP ALIGN FLASHING W/ INT. EDGE OP SILL R.O. MECHANICALLY FASTEN FANNED EDGE$.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THS 'PLY -%' PNTINUOUI SEALAN MS ANC 'PLY TO NDOW NA ANGE IN RIE-PUNCF 7LES OR IIDE ADHESIVE EXISLE FLASHINi VER DRIP CAP ECTO-WRAP E(uAv) WINDOW FLAS=ING INSTALLATION DETAILS (FULL W.R. 5CALE: NT5 NOT FfROCEIDL,fREe IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OP ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTWCTION. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS MAY REACT ADVERSELY IF NOT del AND SEAL JAMB TO SILL JOINTS WITH 1199 FOLLOWING COMPLVION OF RIOR RETROFIT WORK NOtE: REPAIR SCHEME SHOWN SHALL SE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING rao-rE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 6 Des0n. Grou •1 N. RONALD REAGAN BLVD. 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