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HomeMy WebLinkAboutApproved PlansA R C H I T E C T S • 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 I PLAN REVIEW DATE I CHECKED BY: 672 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B • BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH •EXPOSURE — C el —STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES S9.7. CALC.'S LIV(NCa 1168 50. FT. BLVD. GARAGE 432 50. FT. ENTRY 38 S0. FT. LANAI 80 SO.1=T. TOTAL 2334 $0. FT. ABBREVIATIONS ABV. ABOVE LAY. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADLUSTABLE N.C. MEDICINE CABINET ALT. ALTERNATE IOR. MANUFACTURER AMP. AMPERAGE 10. MINIM ID. BOARD MTD. MOUNTED CL CENTER LINE NTL• METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETP P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC ME PLT. PLATE D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA 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 DTL DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH BHT. SHEET ELEV.A. ELEVATION SHTIIG. SHEATHING EQ. EQUAL SHWR. SHOWER mi. EXHAUST BIM. saw EXT. EXTERIOR SL. SLIDING F.G./FX . FIXED GLASS SL. GL SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL FIR. FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FTG. 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 27MUPTER U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD, GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. EASIER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REVISIONS I INDEX OF DRAWINGS REV. DATE DESCRIPTION SHEET # DESCRIPTION PG Cl—COVER PAGE PG GN—GENERAL NOTES PG lA—DOWELAON PILAN PLAN ��j11CIly'iri1; 1�I�i'I�I �iFfl'111=� ��,3_, PG 1B—LINTEL SCHEDULE PG 2 —FLOOR PLAN PG 3D—FRONT,REAR,LEFT & RIGHT ELEVATIONS PG 3D.1—WALL ASSEMBLY PG 4D—FRAMING PLAN THESE PLANS AND ALL PROPOSED WOF ARE SUBJECT TO ANY CORRECTIONS PG 4.1—CONNECTOR SCHEDULE REQUIRED BY FIELD INSPECTORS THAT PG 5—ELECTRICAL PLAN MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. PG Di —FOUNDATION DETAILS/SECTIONS PG D2--1—STORY WALL SECTIONS & NOTES PG D3-2—STORY WALL SECTIONS PG D4—MISC. DETAILS AM"URAMJMLAaL"SHow PG D5—PRODUCT APPROVAL AFFIDAVIT UFACTORS AND SHGICCOMPUAN' PG WAl—WALL ASSEMBLY DETAILS REMWITH FEICENERGY CODE MUST AIN ON ALL DOORS AND WINDC PG WA2—WALL ASSEMBLY DETAILS UNTIL INSPECTIONS ARE APPRnVF PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS CONCEALED FASTENERS ORAI7ACHMEHI; ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD 11 ST. LUCIE CC DATE OR NO INSPECTION AWU BE NIADE. JOB 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrowp.com AA #: 0003325 F N Chi W �O F Q C5 A F A Cv m cq x a �u CREEKSIDE LOT 104 4EAB "1672- ARIA" I SON toMENI PAO& COVER PAGE 16 C ARCHITECT - STATE OF FLORIDA MY DA i 12/2/16 c l Cppy 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. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 11. ATTICS W/ STORAGE 20 111. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VI I. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TODL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=160 MPH, VASD=124 MPH 11. EXPOSURE CATEGORY C 111. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS ±0.18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1,2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 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 MPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE S TURE DURING CONSTRUCTION UNTIL O� PERMANENT MEMBERS ARE COMPLETELY INSTALLED. ,. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FORALL 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 24 INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PERFBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR 4 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 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3l8INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.51 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE 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'/THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. G OR JETTING IS 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALLAPPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE/" 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED/4". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. 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=1,100PS1 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 CENTERAND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 10. FLOOR SHEATHING SHALL BE APA RATED/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED, ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. a PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 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 C27Ga2, 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 INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. FOR MORTAR JOINT THICKNESS TOLERANCES. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS 6, GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). MANUFACTURER IN THE LATEST CATALOG. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 19 DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). 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 PLUMBING HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 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. 3. CONDENSATION LINES SHALL BE MINIMUM PVC (SCHEDULE 40) WITH AMAFLEA 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 4. T MAXIMUM SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. REINFORCED CONCRETE STRUCTURES, ACI 315, THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 5. ALL SHALL BE FLUSH WITH GRADE. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 6. NO VEENTNT SSTTACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. STACKS 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X WI A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH SIDES AND ENDS A MINIMUM OF 1211: LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. EDITION (2014). THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EXTERIOR WALL COVERINGS 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301,2(3), MANUFACTURED SOFFITS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25" SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' WHERE APPLIED OVER MASONRY OR CONCRETE. B. CONCRETE EXPOSED TO EARTH OR WEATHER: 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la & I. #5, W31 OR D31 AND SMALLER 2" ASTM-C1063-128. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 3. LATH & ACCESORI•ES PER ASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT 1. #11 AND SMALLER 3/" LIMITED TO. D. BEAMS, COLUMNS: __ ALL STUCCO CONTROL JOINTS KICK- -OUT DETAILS I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1 / _ "L' FLASHING HORIZONTAL LATH AND PAPER DETAILS _= PIPE PENETRATION DETAILS VENT PENETRATION DETAILS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE _ WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS APPROVAL OF THE ARCHITECT. CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORDER BEAD DETAILS TIMBER WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW PLASHING DETAILS 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.6.1 OF THE FBCR, 5TH EDITION(2014) . A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 2-STORY GYPSUM BOARD B. NATIONAL FOREST PRODUCTS ASSOCIATION. UNDER STAIR PROTECTION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE C. SOUTHERN PINE INSPECTION BUREAU: ENCLOSED SIDE WITH 1!2" GYPSUM BOARD, FBCR R302.7. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) CONTROL DATE: 02/08/17 A R C N 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 w w 0 0. A F m CQ c� 9'iJ�li►. at LOT: CREEKSIDE LOT 104 P n=T04a2000 YC1D�i1ii 043, 4EAB "1672-ARIA" awt�w�a swaac�: RIGHT PA & GENERAL NOTES 160 MPH EXP. C STATE OF - MAY 0 nA ` 1 2/16 9C 1/4"=1'-0" G N Fj�F�Opy A R C h I T EC T 3 j` 2 " V.T.R 1/2 2° SINK WI% 4' 2" 2" I 1/2' AUTO VENT 211 I I/2" I 2" v.TiR AI I jir I II/2" 1/211� -- I TUB I 1 1/2° — — I i I LAv 1 I/2 �K\ 1/2 r 24"X24"XI2" CONC. 2 LUG. I --- I I/2' D 4 I SLO1AiGB O I 3QCOVER (TYPR2 COND. COG. PAD ^\ 4° GONG. C� I I/2" — —� I 31,011 4� E.W. ON GHAfRs MIN. EGXI-t4Asp END OF PVC. 311 I 1 oa D1 I I SLA5 - 311 WASHER LAv. I WC. I DI (CONE).B 11 LAY. I I -3 1/2 m \ \ / Dl SHWR I tYP. G.O. ■ ■ e ■ ■ ■ ■ ■ ■ /�■ \■1 TO 3° — — — — — — — — — — — — — —17 — MAIN 411 3' 10 1 // PLUMBING RISP� DIAGRAM I DI SLAB IEV2D D1 0-0" ELEV. // I ■ i FIN. GONG. SLAB // ■ DI E DI / TYP.-011 /// ■ r 4® GONG, REINP. W/ 6"x6" ■ I WI.4XWI.4 WW-1 ON 64'11L POLY- I p / I ■ ETHYLENE VAPOR RETARDER L ON WELL -COMPACTED CLEAN r / FILL TERMITE TREATMENT SHALL I&41 JI 5E BORA-CARE — ,+ b FOUNDATION PLAN NOt1=5: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF R3113.1 OF THE FBCR 5TH EDITION (2014) 4 It III / cH�'k 1' PVC CHASE—/ I // _ _ WG F -1 E FOR ELEC. to I // • I ISLAND / 2 8ll LAv. Ip� r — —-i LAY. • SLABND I i p°� m i I/ I■ I O Q SHWR PAN DI H5 J 17 -� � 5 1/2 ■ I � I DI %3��" • 50LLARP ( (} LAv. 5 Z�+ AS REG. PER I— 5LDCs. CODF 2X6 1O.7I . -3 1/2' EXTEND SLA5 1 1/2' 5 ■■ ■■ DI ■ �° I I ■ m 3 ¢ DI Ak m'-0" ELEV. ■ � ■4ENTR�r END WALL FIN. CONC. SLA5 �` rTCs. UNDER I/2 4' CONIC �` COLS. ■ ■ ■ ■ ■ 1 ■ ■ DI DI DI z'-2, 10'-10" al -al. 301-8° I. SLA5 A/C TO SECURE STRAP TO UNIT W/ (2) 05x1 1/4 SHT MTL SCREWS SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO CONC. W/ (2)-3/16"7c2" TAP -CONS CONNECTION PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD ■ 12" FROM STRUCTURE Armo signu 1n� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F a v L4 0 0. q F A SLTHn7m. 8 ZAM CREEKSIDE LOT 104 Pmn=T# 04321.000 moaEz: 4EAB "1672— ARIA" GARAGE SMXKG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C MELBOURNE ARCHITECT: STATE OF FLORIDA MAY 0 DATK 12/2/16 SCSI 1/4"=1'-0" 1 DOWEL PLAN A R C R I T E C T S 6 Design Grouisinc. .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W G W 0 E V h A [w. A F: x sumlP. ae LOT: CREEKSIDE LOT 104 PMJMCT# 04321.000 mono 4EAB "1672- ARIA" GAI%AGM ems: RIGHT PAQM DOWEL PLAN 160 MPH EXP. C MET -BOURNE ARCHITECT: STATE OF FLORIDA MAY 0 9 n�►T 12-7(2 /16 ' SC 1/4"=V:- _ ,<��0 Ay A R C N I T E C T S 61 I I LANAI I 8'-8" GLGT. I L-2 L— 5 1 (2) 30552S-�SI-4 (2) 3052-SN 6ID?078_ v�.4b. LIVING ROOM 8'-8" CLG. BDRM. 3 8' -8' CLG - CO. DINING 8'-8' CLG- OWNER'S SUITE 8'-8' CLGs. I L _ I W.I.C. -s" CLG. II e 0 O e II I II------I II I I KITCHEN 8'-8" CLG. r - - O, A 11 Ir --- 7 BATH D 8'-8' CLG, I I it I I LAUN. I a0 II --a - I L--� FOYER 8'-8" CLG. BDRM.#2 S'-8" CLo. (2) 3052-9I4 EGRESS LINrim EL — 3011 U1/ 'XIO" TRANS. L- 7 ENTRY 8'-&, CLG. ---- O I I ° L-----� GARAGE 8'- c G. 1&' -0"X-V-0"O.HZ). Fm e SCHEDULE NOTE: THE LINTELS MAY 5E SUBSTITUTED WITH LINTELS FIIROM ANOTPER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY T44AN TPE VALUES STATED <4ft%T-<.nf.T1t LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L I It-4- BF25-15/IT L 2 7'-6" 8FI6-15/It L 3 - - NOT USED L 4 - NOT USED L 5 7'-6" 6=24-I5/IT L 6 4'-6' V=16-05/IT L I 4'-6' I SP8-15/It JA5V. DOOR ASSEM5LY, 5TM. a 8'-0' ?esign 0U Inc. 1441 N. HONALU REAGAN bLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com kk AA #: 0003325 F w U RA 4 F 4 V h W A F ARCHITECT STATE OF FLC*WA MAY09 DATK IW 2 / 16 SCAM 1/4" V-0" CoIFo :mr No CL40M = LQvs BA91C WIND MIAM FOR 3 MCM ARTS OPEMI m SGWARE ZOME M WH WW lYulU MOM AMD TYPE T�OTAGF MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IS 5 33/-43 DR MIN. CRITERIA SJ3.D. MIN. 4.1 5 31/-39 CRITERIA 16070 O.H.D. 112 5 28.2/-31B BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 612.2 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE O1(OBI15 roIII ��iili .� NOTE: -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERI" IA-TRU FI5ER3LASS DOOR W/ TRANSOM (SINGLE A55EM5LY) - 20 MIN. FIRE RATED DOOR FROM GARAG;rz TO RESIDENCE TO BE EQUIPPED W/ 5ELF-CLO5ING DEVICE (R302.5.1) F5CR 5TH ED. (2014). SQ.FT. CALL. S LIVING 1768 SQ. FT. GARAGE 432 5Q. FT. ENTRY 38 60, FT. LANAI 80 SQ. FT. TOTAL 2334 SQ. FT. EXTERIOR MASONRY WALL BRS. HEIGHTS lll milwilw;;'llm DBL. TOP PROVIDE PLATE DBL STUD 0 EA. END of KNEEWALL (& BAR DETAIL Cfj ARCH aARCTT A R C H IT E C T S I N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd es i gn gro u p. co m AA #: 0003325 F rq U w 0 F g ol W C F q F: ® R I ii CREEKSIDE LOT 104 FMOJMT# 04321.000 scone.: 4EAB "1672— ARIA" RIGHT PAC& FLOOR PLAN 160 MPH EXP. C MELBOURNE ARCHITECT: STATE Of= FL ORDA 12 /2 /16 1 80AZM T74"=1' - 0" 1 a 0 A R C H I T E C T S SH INGi ROOF a, -all 5RCs. HGT.— 11-011 FYPON 5KTIIXIi OR EQUIVALENT 4" RAISED BAND (T--\ 0'-0" FIN. FLR. I all - ICI ICI I -NJ FRONT ELEVATION TEXTURED FINISH STI D. C: ALCS - OFT --RIDGE VENTe ONLY AREA OF ATTIC = 2235 SO Fr. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2235/300 = 7.45 VENTILATION AREA XSQ. INCHES PER FF. (144) = 1072.8 SCL IN. MIN. REQUIRED VENTILATION = .5X 10728 IN UPPER PORTION OF ATTIC = 536.4 SO- IN. OFF RIDGE VENTILATION AREA = 115 SO. IN. PER VENT S36.4 /115 TOTAL # OF VENTS REQUIRED = 4.66435 TOTAL # OF VENTS PROVIDED = 4 *AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS NC[-UDED) 5LC)G. Hi � FYPON 5KTIIXI7 OR EQU I VALI=NT DECORATIVE BRACKET FYPON LV12X24 OR EQUIVALENT 8'-8" BRCS. HGT. -44 RAISED BAND (TYPJ —OPT. COACH LIGHT 0'-0" FIN. FLR. 0'-0" FIN. FLR. I�6 I OFF RIDCsE VENT TEXTURED FINISH, OFF FtIDCxE VENT 11 Oil n� nLOUVER DETAIL 12 ri SCALE: I/2" = I'-0" , ®II "a — — — — — 8'-8" BRCS HCst, —" -411 �I r 0'-0" FIN_FLR. — _ — �' — h 0'-0" FIN. FLR. CLEFT ELEVATION I'-F1 11-011 OFF RIDGE VENT TEXTURED FINISH OFF RODE VENT RIGHT ELEVATION TEXTURED FINISH _0 11 8'-8" 5RCs. HGT. 0'-0" FIN. FLR 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F w W W Jam.. 0 F �w q F ti kCREEKSIDE a LOT: 104 1.000 AB -ARIA" RIGHT PACAL' IFRONT,REAR LEFT, RIGHT ELEVATIONS 160 MPH EXP. C ELBOURNE ARCHITECT STATE OF FLORIDA DATjj Is2/2/16 8CALAk 1/4"=1'-0" M:4: A R C H I T E C' rI�®NT ��:j 1 ■ WA3 TYP. 11E� 14B WA3/ WAY TYP. YP. LEFT ELEVATION 14B' 11 WA,wA� TYP. TYP. I N\_ 1 1i 11 ILA ;14A� NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. 1 N. RONALD REAGAN LONGWOOD, FL 3275 PH: 407-774 6078 FAX: 407-7744078 www.abdesigngroup.cc AA #: 0003325 W y w U W O F g V A F A F: x U=N at li CREEKSID- LOT 104 4EAB "1672-ARI, RIGHT PAGE: WALL ASSEMBL" 160 MPH ARCHITECT STATE OF FLOFHI w" �wT 12 /2 / MAIM 1/4"=1' SST 3�o� Copy r I T M ,i 5.11 5J3 BJI (2) 2XI2 5M. TO 6X6 POST (2) MSTA-24 4 (1) WTS-16 POST TO SLAB AaK" (T1'p. 2) v < (2) 2XI2 5M. BJIL S,� EJ3L II �4 5JIL nl � lu 1 4 x x U I� � ^ I-IlIC-410 I` =1 _Q v mfi� Ul I_ rl�14 A6 / Ila 4 4 411 A5 h�-C' 6'-0° A4 A_3 II A2 Q I I I \ AIA A2 — I— II II I I \Q II � l — II ------------ i rig `I - 41 1 ■,; I mil I 22 54 ATTIC _ ACCESS I — — ti,A LLI — CzABLE AND — •-IX4 DIAL. 5RAGIN4 BTM. CHORD SEE OTL. '41 BRACING, SHEET D2 TY'P. FRAMING PLAN RANE'r Orb/05/14 5J 1 1'-F'tl 11. RVINKLV I LAUHIV DLY6/. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h W w 0 ti 0. v w A h gu ' i/V iw CREEKSIDE LOT 104 PROJECT 04321.000 move ie 4EAB "1672—ARIA" RIGHT PAGO FRAMING PLAN 160 MPH EXP. C-RANEY MELBOURNE ARCHMECT STATE OF FLORIDA M,11 y c 9 LL DA 1\ /2/16 scAiwa 1/4"=1'-0" 11 6A� ARCHITECTS in rz W Q M_ DES. META-16 (2) META-16 HETA-16 HETA-20 (2) PETA-20 LGT-2 DETAL-20 MGT + HGT-2 + HGT-3 + LGT3-SDS2.5 LTA2 VGT (2) VGT MT5L�� HTS-16 HTS-20 HTS-24 LSTA-12 ++ LSTA-18 ++ MSTA-18 ++ MSTA-24 ++ MSTA-30 ++ MSTA-36 ++ MSTI -36 MSTI-48 H6 SP4 A34 HCP2 P10A VGT 4 HDU4 VGT 4 HD75 ABU�� A5U 66Z LTTI9 +++ LTT205 +++ HTT4 CONNECTOR USP UPLIFT I GRAVITY 1450 1985 2575 1810 I810 2035 2500 2150 24M 3965 10530 3285 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL 4540 7185 1000 115o 1450 1450 925 1235 1315 1640 2050 2050 3000 5065 95e 885 395 645 1140 - '. 4455 DES. UPLIFT GRAVITY HTA 16-I5 (2) HTA 16-I8 1625 2900 HTA 16 ____+_1870 HTA 20 16'10 (2) HTA-20 1 3230 LUGT-2 1550 DPTA-20 2430 MUGT 4115 HU6sT-2 979e HUGT-3 9860 LUGT-3 3525 LPTA I 1510 NO USP CONVERSION FOR SIMPSON VGT NO USP CONVERSION FOR SIMPSON (2) VGT) MTW 12 1195 HTW I6 1260 HTW 20 1530 HTW 24 1530 LSTA 12 S30 LSTA 18 1235 MSTA-IS 1310 M9TA-24 1640 MSTA-30 2065 MgTA-36 206E KSTI236 3890 KT`01248 5140 LFTA 6 1210 5T*T 4 945 MP 34 380 HHCP 2 600 RT 16A 13M P140 4A 5215 TOX 10 10140 pX 44 253E 6775 f'AU 66 2390 16005 LT6 1S 1205 Lfb 205 1105 HTT45 4160 HTT5 5090 HTT45 5005 HHD0II-SD5 2.5+ 11,810 Uf�l ID II 1439E HD15 664157 TIX le 10140 M5HA 3.56/1125 I 3475 I 5330 I NT135XI2U I 2580 I 1130 DATE: 01-05-17 FASTENER (8) loci x 1 1/2' I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2" - NO I(pd OPTION) (10) 10d x 1 1/2" I -PLY, (USP: (10) 10d x 1 1/2') (14) Ibd 2-PLY (USP: NO 16d OPTION) (9) 10d x 1 1/2' I -PLY, (8) 16d 2-PLY USP: (10) 10d x 1 1/2", NO Ibd OPTION (9) loci x 1 1/2' I -PLY, (5) 16d 2-PLY USP: (10) loci x 1 1/2", NO 166 OPTION (10) 106 x 1 1/2" I -PLY USP: (10) 10d x 1 1/2" (12) 16d 2-PLY (USP: NO 166 OPTION) (7) - 1/4" x 2 1/4" TITEN, 2 (USP: 5LK (5) 1/4' W5, WOOD (16) 10d (18) - 10d x 1 1/2, 1 PLY (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD) (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), Ow loci TO WOOD (USP: WOOD (8) lod) (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD (USP: WOOD (8) 10d) (12) SDS 1/4'x3' TO GIRDER, (4) 3/6' x V TITEN HD TO WALL CUSP: CONC. (4) 3/8" X 5" WEDGE BOLT, WOOD (12) W525) (10) loci x 1-1/2' (USP: (10) 10d x 1 1/2' (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SIDS 1/4'XV TO WOOD (2) 5/8" A:T.R IN HIGH STRE_N_GiTH EPDXY (MIN. 12" EMBED), (32)-5DS 1/4'XV / 2 PLY (14) 10d x 1 1/2' (USP: (14) loci x 1 1/2", (14) 10d) (16) 10d x 1 1/2' (USP: (16) 10d x 1 1/2', (16) 101d) (24) 10d x 1 1/2" CUSP: (24) 10d x 1 1/2', (20) 10d) (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2", (20) 10d) (10) 10d USP: (10) loci (14) 10d USP: (14)10,6 (14) 10d USP: (14) 10d (18) 104d USP: (18) lod (22) 10d USP: (22) 10d (26) Od USP: (26) 10d (36) 10d x 1 1/2' USP: (36) 10d x 1 1/2" (48) led x 1 1/2" USP: (48) 10d x 1 1/2" (8) sd TO PLATES, (8) 86 TO STUDS (USP: (16) ad x 1 1/2', (16) 8d) (6) I0d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS (4) 8d x 1 1/2' TO 5EAM, (4) 8d x 1 1/2" TO POST. USP: (4) Sd x 1 1/2" TO 5EAM, (4) 8d x 1 1/2' TO POST. (12) 10d x 1 1/2' USP: (10) lod x 1 1/2" TO TRUSS, (10) 10d X 1 1/2" TO PLATE (18) 10d x 1 1/2" USP: (5) 10d x 1 1/2" TO TRUSS, (8) 10d X 1 1/2' TO PLATE (16)-SDS V4"xV TO WOOD, (10)-SIDS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8" ATR MINT" EMBED SET IN HIGH STRENGTH EPDXY, (10) W83 WOOD SCREWS (16)-5DS 1/4"x3' TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUT5/WASHER/2PLY USP: 1/8' ATR MIN. 7' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8" THRIt-BOLTS (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (12) Ibd TO WOOD USP: SAME AS SIMPSON (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG., (12)16d TO WOOD USP: SAME AS SIMF'SON (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD USP: SAME AS SIMPSON (U 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN GONG, (10)10d TO WOOD USP: 3/4' ATR MIN 7" EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2", 2-1/2" (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED,) IN GONG, (1W) SDflO X 1 1/2" (USP: (20) 16d X 2-1/29 USP HAS MORE NAIL OPTIONS: (20) Ied, (20) 10d x 1-1/21, (20) 16d x 2 1/2' (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED,) IN GONG, (26) I66 X 2 1/2' (USP: (20) l6d X 2-1/2"7 USP HAS MORE NAIL OPTIONS: (28) 10d, (28) led x 1-1/2", (20) 1601 x 2 1/2' (U P A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EM5EDd IN GONG., (24) SDS Y4' x 2Yx' WOOD SCREWS (USP: (24) W63 WOOD SCREWS) (I) 1/6, A.S. IN HIGH STRENGTH EPDXY, (MIN. 7' RM5ED.) IN GONG., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' 5OLTS) SIMPSON: (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C1 I.U. TOP, (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EM5ECjMENT) IN Cl-t.U. FACE, (18AOd TO SEAM USP: (1) 1/2, J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4" FROM EDGE OF CONG W/ 3/4' PIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. 4USC412 (WOOD) -4635 2660 (FLR) WL1541217 4p410 IF { 4p210-21F HD210-31F LGsUM26-2 3060 2110 (FLR) (10) 16d TO HEADER, (10) 16d TO WOOD USP: SAME AS SIMPSCN 3325 (ROOF) 3265 (ROOF) 1305 5000 (IS) I/4" x 2-3/4" TITEN (9 PER FLANGE) TO GMU, (10) loci TO WOOD: CUSP: CIBJ I/4' x 3" W53 SCREWS, (10) loci TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD HUC410 (CMU) 1800 4920 130E 130E 5000 r�(po (10) 1/4 x 2-3/4 TITEN (9 PER FLANGE) TO CMU, (I ) }Dd t0 WOOD: (USP: CIBJ I/4' x 3" ti�3 BREWS, (10) loci t0 WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD (18) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (1b) 10d TO WOOD: CUSP: (18) 1/4' x 3" W83 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) led TO WOOD HUG210-2 (CMU) HUC210-3 (CMU) ism lam 5085 508E 2125 6065 (4) 3/8' x 4" TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) I/4' x 2 I/2' SDS SGREWS TO WOOD, US (4) 3/8" X 4' wZxiaBOLT+t WS3 WOOPSCRE LGUM26-2-SDS 1430 559E HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU58TITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.1 I.U. WALL MUST 5E FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN 5E SUBSTITUTED WITH lod x 1 1/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REO.UIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5OND5EAM WILL 5E 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5E 7' V) Ld I— A.T.R. = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST 5E 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 ASTM-AI53 USE OF EXPANSION ANCHORS WILL 5E EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES 5ASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SA5-2012 4 USP STRUCTURAL CONNECTORS 20115-2016, HEADER SPAN CHART SINGLE STOR'r APPLICATION SIZE CLEAR SPAN D5L 2 D5L 2 05L 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO 7'-0" "1'-0" TO 10"-0' lo'-O" AND OVER TWO STOR'r APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 D5L 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 MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft) UP TO 5'-0" TO 8' 0' UIN.O. 4'-11 1/2" 7'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END Cr- HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 3 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W Imo.. 0 F 0. A A ti 04 r k all LOT:I�SIDE 1041.000AB 1672-ARIA" GARAOR O'w'E'dM: RIGHT PAA& CONNECTOR SCHEDULE t60 MPH EXXPU C- A EY ARCHITECT: STATE OF FLORIDA I ejaii 12/2/16 BCA&r :1/4"=1'-0" 8pEmm 4.1 Fj�FCOpy ELECTRICAL LEGEND SYMM50L DEFINITION NOTES 125V OUTLET 20 AMP 8MGLE POLE IwV OUTLET 110V OUTLET 117 OF OUTLET WILD TO SWITC14 C1FI IIOV OUTLET EOLIIPM U7V FAW INTERLPTER (TAMPER RESISTANT I T ) E0 220V OUTLET (4) WIRE CONNECTION —R-I EXT. WATERPRO01-- GROUND FAULT --�1-- OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER ! SWITCH /4 4-WAY OPER u 0 WALL MOUNTED LIGHT CEILING LIGHT VP VAPOR PRocr- �Oi\ LIGHT \O\ RECESSED CAN �- WALL SCONCE PIE-WRED \VV� VENT. FAN I CFM PER ea FT. fir. FAN uuLIGHr I a" PER am Fr. ��l FrATUW (OPEC's TBD BY _ T FLUORESCENT 4'FLUORE6CENT 4' TRACK LIGHT 0 PANEL METER SMOKE DETECTOR MW 144 D WIRE P SD WALL MOUNTED SMTT. RACK -UP SMOKE DETECTOR W/ WARDMAE CARENON MONOXIDE STi01z DETECTOR DATT. eauc_uP yy HfRPWIRE INTER -CONNECTED C42'W SHALL Me A DISTANCE OF NOT LESS THEN 4' M11011 WALL PENDANT LKeHT TI`� NATURAL GAS I ✓ CUTLET ► TELEPHONE JACK U1F1 WATER HEATER TOW ELEVATED DISCONNECT N. I ! TELEVISION JACK CEILING COX O TO ISE aUPP J-BOX ACCAI®AK MARKED AS CEILING FAWLIGHTIMAccK��D AS SUCH FOR v vINDPECTICN FLOOD L04T OFT. OECURITr KEYPAD Pak PUSH-BUttON FOR CHIMER �--�• U85 Few N LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FSGR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GSFI IN 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 MI50-13 F5CR 57H EDITION (2014) LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRINGS METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014) ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH ED (2014)- 29 .m CEILING MTD. LIGHT 30 TO 5E INSTALLED, I PROviDE: \ J-50X FOR OPT. FAN GFI \ 29 8'-7" 23 DAIC23 1 PRE -WIRED 1 29 CLG FAN- 30 LIVING ROOM 1 I I I I / I / PROVIDE GIF _ \ / D5L STUD 14 / EA. END I a \ \ / OF I IL_ ! KNEEWALL II I II e I it \ SWITCH I \ CABINETS \ KITCHEN / VP 24— OWNER 9 S SUITE 24 PRE -WIRED CLGS FAN -3::�24 z / u W.I.C. I 24 / \\ -3::�24 1 29 13 / I ) \ 25 C/ (� HOOD IRE W/ 4 7 O, 1LLLJI OUTL T FOR / o BATH 26 FUTURE ICRO/ 2 L I L JJ\ BDRM.#3 ----__ �\ a`\ 25 t�i 26 26� t 7/AAl 290a�i 22 \V A 301p J • L ii 2IS 6 / �� rt 5 �12 1 -- I — - l2 LO —J 21 6,8 n' r BATH a 1 III GARAGE I DOOR I Ei9. \ J 1 / .. I \ ZBOLLARD I ® \ \\ ZWALL MOUNTEDAS REQ. l� 2 I 29 \� LIGHT w/SWITCH (N PER 5LODDE ATTIC M 1 FOYER KEYLESS 25 I FIXTUiRE 21 BDRM•#2 // 1� • OBELI3 IL / L — IRRIGATION P.S. FOR OUTLET A 21 21 CHIMES I 48' AFF. Hill 2897 PRE L IRFEAD 21 j �3 A AGE GFI /13 y� 21 I I I�ENTRY -------------------- 3 OPT. COACH LIGHT " ELD VERIFY LOC. PROVIDE SO-D '90' PANEL LOAD CENTER OR EQUAL SERVICE 120/24OV, IPH, 3W MINIMUM BREAKER AIC 10K LOCATION GARAGE BUS RATING:200 AMP RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE TS LOAD DESCRIPTION BKR WI9 RE ZE CKT. NO. WIRE SIZE BKR TRIP TRIP AR HANDLING UNIT 60 6 1 2 8 35 CONDENSER R HANDLING UNIT 60 6 3 4 B 35 CONDENSER ANGE 50 6 5 6 10 25 WATER HEALER GE 50 6 7 8 10 25 WATER HEATER OTHES DRYER 30 10 9 10 12 20 CLOTHES WASHER O1HES DRYER 30 10 111 12 12 20 LAUNDRY RECEPTACLE ARAGE LIGHTS AND RECEPTACLES I20 GFCI 12 13 14 12 20 DISH WASHER SPOSA 20 1 12 15 16 12 20 REFRIGERATOR E /CARBON MONOX. DETECTORS ITCHEN APPLIANCE RECEPTACLES EAKFAST ROOM NING ROOM RECEPTACLES) LET ROOM RECEPTACLE(S) . 12 LIGHTS AND RECEPTACLES 20 AFCI 20 GFG 20 AFCI 20 AFCI 20 AFCI 15 AFCI 1 12 1 12 12 12 12 14 17 19 21 23 25 2728 18 20 22 24 26 12 12 12 12 14 14 20 20 GFG 20 15 AFCI 15 AFCI 15 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES TOILET ROOM RECEPTACLE(S) MASTR SUITE LIGHTS AND RECEPTACLES BDRM. 13 LIGHTS AND RECEPTACLES IRRIGATION CONTROLS ERAL LIGHTS AND RECEPTACLES ARE 15 AFCI 14 29 3132 30 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES SPARE ARE 3334 STARE ARE 35 36 SPARE ARE 3738 SPARE ARE 3940 SPARE : CONFIRM BREAKER AND WIRE SIZES WITH EQUIPMENT PROVIDED. WARE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED I THE 75' COLUMN. EACH MULTIWRE BRANCH CIRCUIT SHALL BE PROVDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED DUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. PHONE k DATA WIRE TO BE CAT 5 CABLE TV WARE TO BE RG 6 MAIN BREAKER TO HOUSE TO BE 22 K AIC. MAIN TO ALWAYS BE LOCATED NEXT TO METER. ELIECTRICAL PLAN 1S0 AMi= ELECTRIGAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDAR-T- ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 510. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE 002) HOUSE PLAN: MODEL "ARIA" LOAD INFORMATION VA 1672 SQ FT GENERAL LIGHTU40 X 3 VA PER SQ FT 5010 2 20 AMP APPLLANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT 1500 1 RANGE AT NAME PLATE RATING OR COOXTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL BOO 1 MICROWAVE 1500 1 REFRIGERATOR 1200 1 IRRIGATION PUMP 2640 SUBTOTAL OF GENERAL LOAD 38056 FIRST 10 XVA OF GENERAL LOAD AT 100R 10000 REMAINDER OF GENERAL LOAD AT 40X 25056 VA x .4 11222 TOTAL NET GENERAL LOAD 21222 MO TON HEAT PUMP (W/ BXW EMERGENCY HEAT STRIP) 21 AMP a 240 VA- --- 3.5 TON COOLING SYSTEM 40 AMP z 240 VA • 9600 NET GENERAL LAAD 21222 NET TOTAL RVAC 9600 _ TOTAL LOAD 30822 CALCULATED LOAD FOR SERVICE 30822 VA/240 Va 128 AMP 150 A P SFRVtt'F *WORST CASE SCENARIO - HIGHEST HVAC LOAD USED FOR CALCULATIONS.. NEUTRAL CALCULATION, LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA m 1009e, REMAINDER a 3590 NET LOAD: 6,949 VA RANGE: 12,000 ® -to% 5,400 VA DRYER: 5,000 6 FI09, 3500 VA NEUTRAL 4MPAGITY: 18TOTAL 18,8'49 VA ,489 / 240 = -18 A 02 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 302/0 CU, THWN 4 1#6 CU IN 2' CONDUIT OR 3 *4/0 AL, THWN 4 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT a OVERHANG:.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN 1 PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 50NDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT - 1 "4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014) 5/8" DIA X 8 FT LONG: COPPER CLAD GROUND ROD A R C H I T E C T S 11 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w W U w 0 F s 114 ki A F a wlgz) P. CREEKSIDE LOT 104A Pmn=T# 04321. 000 w0z"m 4EAB "1672-ARIA" CFAR.AOR 971iG: RIGHT PAC& ELECTRICAL PLAN 160 MPH EXP. C MELBOURNE STAB �A g 2017 12/2/16 BCAL* 1/4"=1'-0" opy a ARIA EQUIPMENT SCHEPULE 2.5 TONS MP CARRIER Cu 254-I5C530A AWU FV4CN(5,F)005 FEAT SKI) SEER 16 SEED TOTAL CAP 29000 ELECTRIC 208/230/IHF2 5RKR CU 30 AHU 35 REP LINES 3/4' E 3/8" h W U ton h v CIO A B. 4 Eti FCREE Yfr KSIDE 104 FloncT# 04321. 000 acoaima 4EAB "1672—ARIA" ate$ SIMUM: RIGHT PJGM H VAC PLAN CV 5 REBAR VERTICALLY W/ CONC. i 7 7 9 POUR CELL STUDSI, 8-M SEE ENER3Y GODS FORME FOR IN$LLLATION R-VALWE$ SE A t0 STUD Wt z TEXTURED FINISH C. MAX - 41 L d ;CURE - CONC 6LAB REIINFOR:ED W/ S 6Ea T. to eL.4B uv ' > MAAOIWRTSNAiL:� o6cLM�Ax Itd a S' GFIU AN T. PLATE W SLAB W/;' W/ 2• WASHER M• i x b - WIAMAA WWM. Il2' GYP. Wl. BD. ANCHOR BOLT WV 2' WARNER T' EMBED. • 32' Or- MAX. •No$ING� io• WOOD BASE EMBED. MIN. • 32' OG MAX ®'-m' MK KA z q $TOP - 4' GONG. REINFORCED W/ 61X6' Wl4XWA WWF OR KI5EW'IESH ON d 4' OONC. REINFORCED W/ 6'X6' WAXWIA a • ° 4' CO'NC. R-RAGED W/ 6'X6' WIA)4YLi 4' GONG. IERFGWCED W/ 6'Xb' WA;>4111A z °? 6-MIL. VAPOR RETARDER ON IWF OR Fl�RME6H ON 6-MIL. VAPOR WYF OR FIBER9E64 ON 6-MIL. VAPOR WWF OR FIMERME6H ON 6-MIL. VAPOR W • , w O WELL -COMPACTED GLEAN FILL. K RETARDER ON WELL -COMPACTED CLEAN T RETARDER ON WELL -COMPACTED CLEAN z RETARDER ON YELL -COMPACTED CLE �j • , TERMITE TR=ATMMAT TO BE }_ FILL tERMITE TREATMENT TO ME p FILL. TER'IITE T1EATIMENT TO BE F FILL. TERMITE TREATMENT TO BE 4 - BORA-CARE A9'LIED AT FRAMING. 0 e q, -a",. q 4' BORA-CARE APPLIED AT FRN'IIIVG. ;n O e, 4' BORA-CARE APPLIED AT FR4^TING. BORA-CARE APPLIED AT FRAMINCx p m O d -m <3) 5 REBAR aC CHAIRS O 4 m a. 2f q (2) 5 IEBAR ON CHAIRS f2) 5 REBAR Q4 CHAIIRfi p• MRL BELOW 6iRADE (2) 5 IEBAR ON CHAIRS • • 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING BLOCK WALL AT L.B.W. W UPLIFT) �n1 AT L.B.W. SAT L.B.W. (W/ NO —UPLIFT) 3STAIR DETAIL NOT USED �1"W SCALE, 117.1'-®' SCALE: I/)'=I'AJ' �' SCALE: 1/2"•1'->a' �. SCALE. 1//'=P SCALE: I'=1' 3t] c -- ' i a \ 4' GONC, REIPF. W) 6'x6' IMA WIA0 WYM ON ` 6-MIL POLY ETHYLENE VAPOR RETARDER > .4" ON WELL -COMPACTED CLEAN FILL TERMITE 4' GONG„ REINF. W/ 6'xb' WL4XWLd0 WAWA - O TREATMENT SHALL RE BORA-CANE ON 6-MIL POLY ETHYLENE VAPOR STUDS R6' OC. MAX YYY HESTUDS W' O.C. RETARDER ON DELL -COMPACTED CLEAN C\,/� µFAD OF SECURE P.T. ST A L (U 5 REAR CN CHAIRS ,a' 4" FILL TERMITE TIEATMEFN7 SHALL SECURE BOTTOM PLATE T SECURE BOTTOM PL 9,11>\LLY J VARIER MASONRY • ' O M BORA-CANE SIIMP61Ri 6P4 432' O $IM1'SON 6P4 •3 ' �,/ _A THICKEN EDGE �(\� GARAGE STEP -Up HEKxHT OF GAR4GE SECURE I PLA ;' HEIGHT GF GARAGE 6ECWE T. TO BLAB ;'xS' SE ST. TE TO SLAB W/ Wd SCALE: IR'.I'_p' Y VARIES YNhV SLOPE ANGaOR WASHER EMBED. VARIER WITH SLOPE ANCHOR T W/ 1' Q'IBED- M • 32' O.G MAX . NON— BEARING Mx • 32' AX MIN • 32OCALAx E: .I'-O' BOLTS to 'EPDXY I, O1W EXPANSION 'EPDXY NOT D FOR EXPANSION w •7 > w > 'I 4' CCNC. RER�. W) 6'W WAXWIAO WYM n w. '. - 'a. - q > ON 6-MIL POLY ETHYLENE VAPOR z v I'-m' > RETARDER ON IL'ELL-GCA'IPACTED CLEAN L Q .. �- _� a °' FILL TER'RIrr TREATMENT SHALL BE z z9 l7 > _ a a REINFORCED W/ 6'X6' WL4XWL4 e . . • - ° -� ° .:' d' • - a' BORA-CARE O € OR FIBEIRMESH ON 6-MIL VAPOR w 4' COW_ RERFOR= W/ 6'X6' WL4XWI,4 4' CONC. REINFORCED W/ i'X6' WIAblIL4 4' CONC, fEINFORLED W/ 6'X6' WLdXWA .:. zo RETARDER ON WELL-COI'IPAGTED CLEAN W . a. C. REINF. WY b'::6' W.4XWAO WWM ON OF OR FIBERME64 ON 6-MIL. VAPOR - - OF OR FIBERME6H ON 6-MIL. VAPOR z It OAF OR FISERMESH ON 6-MIL. VAPOR e FILL. TERMITE TREATMENT TO 4 i-MIL POLY EtHYLBVE VAPOR FEtAI®ER > RETARDER ON WELL-GOIMPAGTED CLEAN z RETARDER ON WELL-GOI'IPACTm GLEAN RETARDER ON WELL -COMPACTED GLEAN z W UIELL- . f2 O W 5 REBAR ON CF4AIR9T ° .. .PRAMM> ° ° (U 5 REB ENT SHALL0ACTIED CLEAN FILL TER11tE m q -a�q PILL, ON LIED ATTERMITE T�r O m O SE (915 REBAR ON LIED AT PRAMIIN m O .4" T-O' 4° - FAA -CAW ON CHA TTMRAMIN4. f2) T' REBAR ON CHAIRS ° 'a TREATMENT SHALL CLEAN AN PILL U m 8" O ME O m CHAI8' �' "'oMl, GARAGE STEP-UP L� mU 1-4 �O GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UPQ 2-STORY L.B.W. -Q 1-STORY FOOTING NON -BEARING &L�B.W. W UPLIFT 6A 2-STORY L.B.W. W UPLIFT @-LB.W. W NO UP W/NO UPLIFT =1 SCALE: R�^=r-m' / scaLE: 1/2'=r-®' @ErENDEl) FOOTING gAT FRONT PORCHES 5 EXTENDED STEP BMWALLTOB@MK3COAMS scaLE. Rn R r� •., _� GRADE - R MACE FOIR 6ECWE P.T. ST GAIRL✓.fc DOOR B'IBED. • ' OC —(1) 5 REBAR VERTICALLY W/ CONC. fU 5 REBAR 1� J 4' CONC. REIN--. W/ 6'H6' W1.4MULd® WYN POURED CELL. W GONG. L ,jjj"��� � ON 6-MIL POLY ETHYLENE VAPOR SECURE P.T. BT. PLA AB e' RETARDER ON U.ELL-COMPACIED ^' —a, CMU t CLEAN FILL TERMITE TREATMENT $HALL ° I/J'XS' ANCPIOR L z L : OPTI IiBE OF ME BORA_C,q{E 4' 'MIL P REINF. W/ OLY Ije APORWL4xwI4® UAII'1 ON MR a.EMBED. MRL • ry. ° ' CCNG. REMF. YV i':ai' IYI,d)QYIAO WAUM WALG01 16ET"ROE�cum a MIEN NEC) Y andetAde .� WAL T BMDDE8 W NED BY - � '- - s�� q• 5 REBAR ON CHAIRS YlEia1TMEN7 SHALL BE VBORA-GAREARDER ON w F d NOTE, OPTIONAL USE OF G+•R.aGE m .q° v-m^:6-COI'IPAGYED CLEAN FILL TERMITE w . - ON 641L POLY ETHYLENE VAPOR " 911LDER BY DIVISIOI 81UGCA (I7 FEBAIR, ON CHAIRS ErA�ERcn W�1 conPacTED GLEa+ B BTc• g CONCRETE PAD a d E, VI'.R'-o GARAGE Y Q REINK W/ 6'u6' WI. )ML40 WWM FILL TERMITE TREATMENT 6NALL BE STOP CURB HEIGHT VARIER > ON b-MIL POLY ETHYLET•IE VAPOR 'i r .S, a ,� w w r 11 E: I/2'•I'- �,,_� CURB HEK•FIT VARIES � DOOR FO RErA!®ER ON YELL -COMPACTED CLEAN w to p _ FILL TERMITE TREAT Wr SHALL BE W ° BORA GARS Z (3) 5 NEDAR ON CHAIM Z w 4 z 8 a a.. . . L > > z L - `T .. 4' CONC. RENFORCED W/ i'X6' WI.4blll.4 6' I' RECESS FOR 4 a• e' . ' a i0 a .. a WWC OR FIBERMESH Oa 6-MIL. VAPOR 9ttD. TRAGIC a 4• CONC REINFORCED W/ 6'X6• WLSXWA =° L OR ON YELL -COMPACTED CLEAN FNI6H FLOOR z w (2) 5 FEBAR ON CFdAIIRB -m.. _ WYF OR FIBERME6H Q\' 6-MIL VAPOR w (U •$-CCNT. L > • " . RETARDER ON WELL -COMPACTED CLEAN • • FILL. TERMITE TREATMENT TO !>E _ N ° ° - BOR4-CA1RE APPLIED AT FRN'TMG. L ` w4— p 8 2 —STORY L.B.W. m Z p FlLL.1 EIRMITE TREATMENT TO BE ° I m„ 4 � BORA-CARE APPLIED AT FlRadl'IRXx a 8 a' d^ GARAGE STEP-UP Q z W 4 m .a _ (2) 5 REBAR ON CHAIRS E N _ O p m, 13151 ON CFLNR6 - ' C GARAGE STEP-UP EXTENDED FOOTING m p a 1—STORY L.B.W. SCALE: 1�'=r-m' W UPLIFT 1-STORY FOOTING 2-STORY FOOTING�`'����'�'����� SLAB AT S. G. D. m' z w EXTENDED SLAB „�' HEIGHT ARES AT GARAGE /�� AT GARAGE p @EEX�TIINDED FOOTING In' OERVI=OR SCALE: V2' 10 SCAR,F;,:.,_m•2SHOWER RECESS FOOTER�p ALE: 1R'=r-® S(a3LE: R.P-m' (U 5 REBAR VERTICALLY W/ CONC. POURED CELL 4' CONC, REM W/ 6'x6' WL4XWR.dm WWM ON 6-MIL POLY ETHYLENE VAPOR SEE ENERGY CODE _ :a RETARDER ON YELL-OGMPACtED CLEAN INSIULATION R-VALUES FILL TERMITE TIEATMMt SHALL BE TEXTURED FINISH - BORA-CARE S C311} �! L (2) 5 REDN! ON CHAIRS a Irs' ° U SLAB AT GARAGE GRATED BOND BEAM vARIES PER ELEv. SERVICE DOOR �(\� TIE HVERTICAL GHORIZONTAL 7 : -o' Y 0' FIN FLR i Y REBAR W/ IV HOOK � TIE VERTICAL REBAR -GROUTED 1�D TO HORIREMAR ZONTAL IV' H OOK rrf vARIE$ PER ELEV. VARIES PER ELEv. z w TOP a - 4'GONC. REINFORCED W/ 6'Ma' r-IMUCCON AND AL - - F i 0 W1,00.4 WYF OR FRSEIRME614 ON ELI= GA$ _ . L ' , �' GROUTED BOND 16EAM a L 6-MIL. VAPOR RETARDER ON f - ° d . WELL -COMPACTED CLEAN FILL. . , POURED L t. (TYP_)io NOT USED c C 6 E 17 TERMITE rREATPPLI D T $' CMU FlLLED CELL (TYP.) _FOR *AS LINE �,• pyC CµASE THRu FOOTING ° .. OORA-CANE APPLIED AT .i. FRAMING w (315 REBAR ON CHAIM :,'; 2X WALL FIRNMMG 6' GMU -orm L �' q8�� a' 4' 4)1i'Xi' NYHOR BOLT6 m (4)1i•XT' ,,SR!)' DRYWALL I -STORY -m' J-ISOLrb MlK S' EMBEDMENT W, 2'M'XI/S' C2) 5 REBAR aK CHAIRS FLOOR TO MCKIP BEAM. SET IN JOINTS (-STORY a, _ O YiASFETR AND NUT SPACED EVENLY FROM WOOD SAGE (9) 5 REBAR ON CHAIRS ° 2—STORY FOOTING PRIOR TOMLLRNG.(SLEEVED ANCFIOQIN SOLID POUR ACCEPTAIN-8 RETROFIT) ° 13 W BLOCK WALL EXT. /INT. FRAME WALL TO SCALE: R/2"=r-m' BLOCK WALL CONNECTION (�� RYERTIGALLY WGGNG 15 SCALE. 1/2'.P SEE EIERtY CODE FORMS FOR INSWLATION R-VALUES 16 GAS JLINE THRU BLOCK 1/ G"RI z� FOR MSPETG�TIOONNI� q FOR NO ECTIOWRED FOR MSPEGTION I/i' GYP. UL• BD. z z z WOOD BASE E ° ° 1'� NOT USED Q w 4' GONG, 14ER•F. W/ 6•ab' W.dXW1.d4m WWM - ry ON 6-MIL POLY r: h4YLENE VAPOR RETARDER ON IIELL-COMPACTED CLEAN O'-o' FIN. FLR DEED' FIN. FLR R`U FILL TERMITE TREATMENT 6HALL BE CU 5 REBAR SE7 M 61MPBGN HKsld ° <1 y.. 0 BORA-CARE '' ,° ° TIE VERTICAL IEDAR '' _ TIE VERTICAL REBAR r STRENGTH EPDXY 6' EhiB1=�. MRd. (2) 5 REBAR • I -STORY ' RE H'UY/t'� S TO HORIXONTAL ° I (3) 5 REBAR • 2-6TORT' z .. i. e e REBAR W/ I®' HogC REBAR UU Im' HOCK s E OUTSIDE REBAR TO BE 6' PVG GHA6E T1HRU FOOTING t_ r - 4' CONC. IEINF. W/ 6'xb' WIAXWL40 . �� �i..�� (V 5 VEIRT, DOWEL U "' U WlM ON 6-MIL POLY E11-IWIAXWYLIENIE a n .° a LAPPED IW BOND BEAM y VAPOR RETARDER ON (U 5 REBAR AT CAIRNEIRB F Wi I-$TORY °• _ 4 8' ,q• , l2) 5 REBAR ON CHAIR$ YELL-CCMPACI'EDCLEAN FILL a I/Y28•LAPMRL mg HORIZONTAL/VERTICAL TERMITE TREATMENT SHALL � - q I. 2-6TORY BGRA-CARE �'-I'M�N. 1�= (3) S REBAR ON GHAIM HORIZONTAL/VERTICAL REINFORCING AT �I - — J PIPE THROUGH REINFORCING /��� BEARING CHANGE TYP. RETROFIT FOR 1-STORY FOOTING E OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP Li -: / '.F _0 l..J SCALE= IRE=REED' �W/ BLOCK WALL C AT LINTEL CORNERS ALL =X'F7ERIOR FOOrrE!RS Arr F']CNISI-I SL,AB'S TO B]E MIN. 12" BELOW U7-4IDISTZJR1BE113 SOIL CONTROL DATE: 07/01/15 A R C H I T E C T S Resignu inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F N h W V W F cqcq �1 A h �vLi 8'6TSDiV. de LOT. CREEKSIDE LOT 104 P1E o"=T# 04321.000 mos" i 4EAB //�� 1672- ARRIA" GA E O MO: RIGHT PAQM MONOLITHIC FOUNDATION DTLS/SECTIONS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA -m- 1. ' 12/2/16 1 /4"=1' — 0 Cppy 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER I'30 FELT PAPER INSTALLED WHERE "X" BRACING 15 PRESENT PER FBCR R905.2.i ON �r." O.S.B. FIBERCsLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR it CDX PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES OVER 030 FELT PAPER AT FIRST FIVE BAYS 4 -0 O.G. PLYWOOD SECURED PER OVER w30 FELT PAPER INSTALLED PER FBGR CAT SHEATHING SEAMS) FASTENER SCHEDULE 0 CON[. 2x4 RAT RUN SECURED W/ INSTALLED PER FBCR o R9052.� ON � O.S.B. TYP. � -,,�- �.,r R9052."I ON IS"0.58. SHEATHING OR T CDX l2) 1 to EACH TRUSS OINT PLYWOOD SECURED PER o.H. OF TRUSS PAN, OR 10I-OTO 5E INSTALLED 0 MD.pO.c. SHEATHING OR CDX MTL. DRIP EDGE i PLYWOOD SECURED FASTENER SCHEDULEmill MAX. STIFFBAGK At ALL UPRIGHTS 2x4 OR 2x6 FASCIA PER � ' PER FASTENER OVER 4'-10" HIGH CSEE SEALED SCHEDULE El FOR SIZE AND CONDITION) ELEVATIONS >' SEE ENERGY CODE FORMS FOR VENTED ALUM. SOFFIT Oil INSULATION R-VALUES MTL. DRIP EDGE TYP. PRE-ENG WD. TRUSS 24' O.G. STIFFBACK AT ALL° GYPSUM BOARD OR }" HIGH SEE ENERGY CODE FORMS FOR MAX. STRENGTH CLG. BOARD PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER UPRIGHTS OVER 4'-10' (2)12 HIGH ELEVATIONS ISEALED ENG. MTL. DRIP EDGE i" GYPSUM BOARD OR illHIGHFOR SIZE t CONDITION.). 2x4 NAILER VENTED ALUM. SOFFIT 2x4 EACH RUN SECURED W/ al SHEATHING OR ' CDX 24" � INTERIOR KNEE STRENGTH cLG. BOARD lz) 12d's m EACH TRUSS 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER LL ELEVATIONS GONG. FILLED LINTEL BLK W/ (1) WEEP SCREED SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE ON SHEET p2 5 REBAR CONTINUOUS (SEE DETAIL 5/1 INSULATION R-VALUES OR 1/2" ZIP SHEATHING SYSTEM I O ILLED LINTEL BLK W/ CI) VENTED ALUM. SOFFIT (INSTALLED PER MANUF. SPECS.) 1'-0" PRECAST LINTEL 2X6 P.T. SECURED TO 5/5' GYPSUM BOARD OR 1/2" BAR CONTINUOUS EMBED. STRAP VERIFY TYP. MASONRY w/ 1/2"x'B" A.B HIGH STRENGTH CLG. BOARD 1/5THICK, 3 COAT PORTLAND W/ TRUSS PLAN p.H. SEE ENERGY CODE FORMS FOR w/ 2 DIA. WASHERS,' CEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIB -STOP EXPANDED GALV'D METAL LATH WINDOW ATTACHMENT A5 PER S' OF EA. END, 32" O.G. SEE ENERGY CODE FORMS FOR ON FoRlil BER JUB MOTEX GRADE WINDOW ATTACHMENT AS PER WIN I THICK, 3 COAT WINNUFAGT ATTACHMENT RES SPECIFICATIONS MAX IN FIELD. INSULATION R-vALUE5 'D' PAPER OVER TYVEK MANUFACTURES SPECIFICATIONS PORTLAND CEMENT 'BUILDING WRAP (REFER TO PLASTER APPLIED WINDOW ATTACHMENT AS PER STUCCO SPECS FOR COMPLETE GONG. FILLED LINTEL . INFORMATIO DIRECTLY TO MASONRY MANUFACTURES SPECIFICATIONS PRECAST SILL PRECAST SILL BLK. W/ (1)"5 REBAR OR I/2" ZIP SHEATHING SY TE (l) ill REBAR VERTICALLY W/ CONTINUOUS (INSTALLED PER MANUF. E ) GONG. POURED CELL PRECAST LINTEL— e PRE -CAST GONG. SILL WE D (1) 05 RE5AR VERTICALLY W/ (SEE DET L ) GONG. POURED CELL 5/5" THICK, 3 COAT Ix2 P.T. FURRING STRIPS m 24" O.G. Ix2 P.T. FURRING STRIPS m 16" O.G. PORTLAND CEMENT SECURE GABLE TO x6 F°.t. Ix2 P.T. FURRING: STRIPS m 16" O.C. -�— PLASTER API -LIED 1/2 GYP. WL. BD. PLATE W/ 1 6' O.G. MAX S' CMU 8' CMU DIRECTLY TO MASONRY WOOD BASE 1/2' GYP. Ll 50. �— I/2' GYP. WL. BD. (I) SECURE 2x6 Pt. PLATE TO BLK W/ WOOD BASE "5 REBAR—: °x9" ANCHOR BOLT W/ 2' WASHER WOOD BASE VERTICALLY W/ CON(. SETIEPDXYM EMBED. MIN. m E TH ® POURED CELL >. SET IN SIMPSON HIGH STRENGTH ? 8 CMU— MAX. j%ll THICK, 3 COAT PORTLAND 44 GIEMENT PLASTER APPLIED w z Q DIRECTLY t0 MASONRY z n -, s ` = 1-STORY 1-STORY GABLE BLOCK 1-STORY GABLE NOTr=: %5L CLW/ VAULT CLG. PER 1=BCR 905.2.-1 - 1=OR R001= SLOPES 2.12 TO LE55 THAN 4:12,A (2) LAYER UNDERLAYMENT E: 3/4° SCALE: 3/4" =1'-0" B LO C K WALL SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, Cl) LAYER UNDERLAYMENT 15 PER`11TTED BUT ''MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM C) b-1 2X4a 2X4s BECLIIRE TO BLOCK UV 9L' 2X4s 2X6 P.T. SECURED TO X DIAGONAL BTM. TAPCONB OR DRIVE PIN SRCURE TO BLOCK W/ 9tr' BEAOP TO BOCK i MASONRY w/ 1/2"xS' A.B. w/ CWOl BRACING. :7R DRIVE PMN [MIN. SHANK SIZE 140 TAPCONB OR DRIVE PIN (MIN. BH•4'YK BI2B .148 2" piA. WASHERS, 'I" MIN. SEE PLAN FOR MIN. HEAP SIZE 30d (MIN. SHMIK SIZE .145 MIN. EMBEDMENT I Y') MIN. HEAD SIZE 300 MIN. HEAD size 3m 8' Cm EMBEDMENT WITHIN 8' OF LOCATION WITHIN B' 0- Eol4 EnD / NOTE: STRJCTURAL 2X MUST BE T'fIN. EMDEDMENT I Y4) : sTRIGTURAL zx MUBr �HNE� r IYv NOTE: smw-c uw� zx Must BE JY TWA EA. END, O.G. MAX IN PRE-ENG'D WOOD 8' Q"IU 18' O.G. MAX SPACING• ON CUT8IDE / SECURED TF4R01KaF4 WITHIN 8' !.g EACH END < ON CUT8IDE < SECURED 18' OL. MAk SPAGIING. Ell a ON CUT9fDE / BECNRED 1'X4' OR I'X2' P.T. NAILER [BUSS (TYP) m 24' 15' DRYWALL 18' O.C. MAX SPACING THR(JYGH NON-STRUCTURAL 94' FIELD. I'X4' OR 11x2' pi NAILER 2X6,im Ix4 P.T. OR °-mN MIN, INTO BLOCK THRU NON-BTRLICTURAL �' TAPCON 2xa6s THROYGH NKN-STRUCTURAL 94' TXi! TA4"C.GN MINI I-Yi EMBEDMENT O.G. MAX ❑ Ix4 P.7. OR g'4X4' MIK SECURE TO BLOCK W/2-96' MIN 1-Y4 EMBEDMENT INTO TAPCON MUK 144 EMBEDMENT SECW� Tg BLOCK ❑ F1•A1'IE /EXTEND RI INTO BLOCK W/ SIMPSON S£CUR£ THRJ KRAME 1 TAPCONS OR DRIVE PIN BLOM SECURE TO BLOCK INTO BLOT YMI-V4' TABS OR INTO BLOCK ' TAQt:ONB OR DRIVE PIN [MIN. 64AXK SIZE .148 Wr2-9(�' TAPCONS OR DRIVE PIN lMIN. 6HANK 912E .145 HETA-16 EXTEND I -A' INTO BLOCK MIN. HEAD SIZE 3M : q.p) DRIVE PIN (MIN. 9HAW SIZE J45 MIN. HEAD SIZE -400 ® ItYPJ VERIFY PIN TAPCON6 OR DRIVE MIN. EMBEDMENT I Y4') , pRYU,{�L 'MIN. SHANK 617E .145 'CMU MIN. HEAD SITE 300 ' CMU MIN. EMBEDMENT I -A' PIN WITHIN 8' OF EACH END 4 MIN_ HEAD 812E 300 ' DRYWALL ' PRYWALL WITHIN 8' OP EACH END 1 18' O.C. MAX W/ TRUSS PLAN (MIN. SHANK SIZE .145 IS' O.C. MAX 9PACME�• 'X4' OR I'X2' Pt. NAILER MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4') I'X4' OR I'x2' P.T. NAILER SPACING MIN. HEAD SIZE 300 MIN. 8' OF EACH MIND / 'X4' OR I'x2' P.T. NAILER WITHIN 8' O(= EACH END 1 MIN. EMBEDMENT I-Y4 2X8� Ili MAX SPACING. 12> O.C. MA SPACING WITHIN 8' OF EACH END ♦ SECURE r0 BLOCK N!I/J-94' 7(`' OSB. X 4' MIN. 2X8� 2X8� TAF'CONB D,R DRIVE PIN Ni' OJi$. X 4' MIN. 18' OL. MAk BPACM,Ks DOOR CASING 8£C4FE TO BLOCK WR-94,' SECUIRE TCj DLCCK W/l-I/4' DOOR CASING DOOR GABtNCs MIN. SWANHEAD SIZE 0 TAPCONS OR DRIVE PIN DOOR GA81NCs TAPCOib OR DRIVE PIN DOOR CASING 8 MIN. HEAD 812E 300 DOOR JAMB OR WNDLLJ DOOR JAMB OR WINDOW POOR JAMB OR WINDOW MIN. EMBEDMENT I Y4 % ATTACH TO 2X PER (MIN. 8F4NNK 812E .145 DOOR JAMB OR WINDOW rMIN. SF{AI I SIZE .145 DOOR JAMB OR WINDOW ATTACH TO IX PER MANJPACTUI ATTACH TO 2X PER WITHIN 8' OP EAIC14 Ei"+D 4 MAWFACTYIES DETAILS. MIN. HEAD SIZE 31 ATTACH TO 2X PER MIN. HEAD SIZE 300 I ATTACH TO 2X PER DETAILS. MANYFACTIll DETAILS. is, of MAX BPAcisl MIK EMBEDMENT 1 Y4') MANwP.ACTURIM DETAILS. MIN. EMBEDMENT 1 Y4) MANI.PACTI.Il DETAILS. WITHIN 8' OP EACH END / WITHIN 8' (� F-AC14 END 4 NOTE, SHIM AS NEEDED TO PLUMB NOTE: PC AS NEEDED N PLUMB NOTE: BHII`f A9 NEEDED V P�U'ID NOTE: BRIM AS NEEDED LUMB 18' O.G. MAC[ SPACING. NOTE: BRIM AS NEEDEP TO PLUMB 18' O.G. MAX 8PACMW. JAMB (DO NOT EXCEEDY%) JAMB (DO NOT EX�DY4') JAMB (p0 NOT EXCEED Y%) J6i"B lD0 NOT EXG=ID Y<) JAMB CDO NOT EX�ED Al)Y4' DOOR JAMB To BLOCK +3/4 OR +5/4 DOOR JAMB TO Bili +1-15 1B' DOOR JAMB TO BWCR +3" DOOR JAMB TO SLDCR +3-7/18" DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3 3 OR ++5 W iDDW TO BfACR ++ 8' WD'iDOW TO ffi.00R +3" WIRDOW TO BLACK +9-7/18' /1 WIRDOW TO HLACR +3/4 OR +5/4 A SCALE:3/8'.I'-0' C = -0SGALE:3=1-0' ". n 3/8'•P_0' 2X4,m 2X4,m SEMRIE TO BLOCK 19(r' 2X4m 2x4. HIOCK Wbi CON(. POURED SECURE TO BLOCK W/ 9L' SEO4RE TO BLOCK III/ 9(.' TAPCONS OR DRIVE PIN BECg TO TAFCCNS514A OR DRIVE IN TAPCONS OR DRIVE PIN (MIN. BHMiK 812E .KB tAPCONS Olq DRIVE PIN 'MIN. HEAD SIZE .145 (MIN. BHAWI SIZE .Wl$ MINI HEAD SIM 300 !MINI THANK SITE ," MIN. HEAP 812E 300 MO°l. HEAD SIZE 300 MIN. EMBEDMENT I Ye) WITHIN MIN. HEAD SIZE 300 0 LINTEL COURSE MIN. EMBEDMENT 1 Y4,) WITHIN MIN. EMBEDMENT I Ya') UNTHM 8' OF EACH END 4 B' O.C. MIN. EMBEDMENT I Y49 NOTE, BTRJGTU.RAL 2X hN87 8' OF EACH END 4 18' O.G. 8' OF EAGI-F Si 1 IS' O.C. MAX BPACMCs. Ni STRUCTURAL 2X MUTT WITHIN 8' OF EACH END / MAX SPACNG. Ni STR CT IRAL 2X MUST 2Xi� BE ON OUTSIDE 4 SECURED IFi' O.G. MAX SPACING. BE ON OUTSIDE 4 SECIll MAX SPACIN& BE ON OUTSIDE 4 OFZ614� THROUGH NON-STRUCTUPsLL TPROUC44 NON-BTRIGTURAL 2X6:m 2Xbs BEGJRE TO BLOCK WR-94' SECURE TO BLOCK WR-9fi' THROWSH NON-STRUCTURAL �� V& TT OR V TAPGON MINI 144 SECURE TO 15LOCK WA-1/4' %' TAPCON MIX 1 A' TAPCONS OR DRIVE PIN TAPGONS OR DRIVE PIN jfi' TAPCON MIN. I -A' DRIVE PIN EMBEDMENT INTO BLOCK 7APGONB OR DRIVE PIN EMDEDM£N7 INTO BLOQG n_i_5 (MPI SHANK SIZE .148 EMBEDMENT INTO BLOM (MINE SHANK SIZE .145 (MIN. SHANK SIZE .145 -� f �,M (MIN. SHANK 91z£ .148 IX4 5YP LATERAL MIN. HEAD SIZE 300 MIN. HEAD SIZE 300' MIN. HEAD SIZE 300 MINE HEAD SIZE 300 MIN. EMBEDMENT I Y4') MIN. EMBEDMENT I Y4') WITHIN , MIN. EMBEDMENT 149 8 GhILL MINE EMB£DMI=MY I Y4') 8' ayu RE- INFORGING 36' O.C. WITHIN 8' OP EACH END 1 8 CMU Yi' DRYWALL 18' OG MAX SPAGINCs. 8' C"M 8' Cr-OF EACH END 4 IB O.C. DRYWALL W �� OG. AX BPACINYs. I'X4' OR 1'X2' P.T. NAILER O.C.IMAX BEP.4CINJG. / DRt'Ii14LL MAX g TRUSS BTM. K' DRYWALL MAX 9F'AGINKs. ❑ I'X4' OR I'X2' P.T. NAILER 2X8� 2X SECURE TO _ IX4' OR I'X2' PT. NAILER 11 CHORD, secuRE w/l3) IOd NAILS 6 EA. TRUSS 2X8:m I'X4' q@ i'X2' P.Y. NAILER TXB® CASING 8EC4UIR= TO BLOCK BTRUC'NRA.. MEMBER 6EGURE YO 4L.00K UN-V4' ' P.T. X 4' MIN. CHORD SECURE TO BLOCK WP-9(r' eA81NG 8£CUI� t0 BLOCK Uf/J-9(a' 02-%' TA -CONS oR WK2T'ed WITHIN 8' OF EACH TArl OR DRIVE PIN . TAPCONS OR DRIVE PIN tAPCON6 OR DRIVE PM PIN END / 8' TO 8' OG. MAX GATING , (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .148 (MIN- SPANK SIZE J48 MIN. HEAD SITE 300 DOOR JAMB oR WINDOW MIK HEAD 812E 300 DOOR JAMB OR WINDOW Mx � 61M.1415 DOOR JAMS qR WINDOW M ,T ) GABLE END BRACING MIN. EMBEDMENT I Y%) wrw ATTACH TO 2X PER MUL EMBEDMENT I Y4') WITH' TTACH TO 2X PER POOR JAMB X WINDOW 8' OF EACH END 4 18' O.C. MANUFACTURES DETAILS. 8' OF EACH END 4 Id' OL. MANUFACTURES DETAILS. MIK EMBEDMENT 1 Y4) TTACH r0 2X PER WITHIN 8' OP EACH ETUD / ATTACH TO 2X PER J ANIFAGI'URE8 DETAILS. Q SCALE: 1/2' = I' _ 0 ° MAX SPACING. : SHIM AS NEEDED TO PLUMB MAX �' NOTE: SHIM AS NEEDED TO PLIPIB WITHIN B OF £ACC EINP / MANUPAGTJi�B DETAILS. 18' O.C. MAX BPAGINCs. Y JAMB (00 NOT EXCEED Y,') JAMB too NOT EXCd_'ED Y4') b' OTC. MAX SP.ACINCs. NOTE, SHIM AS NEEDED TO PLUMB NOTE: bill AS NEEDED TO P AIMIS DOOR JAMB TO BLACK +1-�/2" DOOR JAM® TO BLACK +2 �� JAMB (DO NOT EXCEED Y4) JAMB [DO NOTE BLOOD Y1) /v\ WINDOW TO BLU7CR +1-1/2' OOIN JAM TO BLOCK +2 1l4xe DOOR JAM® TO BLOCK +3' DOOR 7AM® TO HLOCR +9 9/4' WLNDOW TO HJACR +3° WINDOW TO HIACH +9 3/4' U SCALE: •I'-0' I) SCALE, 3/D'=I'-0'ill SCALE: 3J8'=I'-0' SCALE: 3/8'.I'-0' J Y 0 Lu FASTENER SCHEDULE NAIL REQUIREMENTS TOP CgRD BLOCKING AT 4' zw Oifl�t �IAoilo AIM USE 'I/16" O.S$. OR I/2' GDX PLY WITH "8 RING SHANK GUN NAILS AT 4' OZ. AT SUPPORTED PANEL EpCsES AND "S RING SHANK G61N NAIL6 AT 6' OC. AT INTERMEDIATE SUPPORTS. SEE DETAIL. SIZE HEAD LENGTH DIA. ENSILE STR O.G. MAX. IN FIRST 2 FRAMING Y A NOTE: TYP. EXT. SHEATHING ATTACHMENT SPACES AT EACH END. _ FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL m RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE U O � � "B 2' DECK SG�WS • J / bd ROUNDr'IODIFIED OR T 1 1/8" .113 170,000 10dOR 'rUNDMODIFIED 2 I/8' @8 170�00 ROOF SHEATHING TO GABLE END FRAME ROOF SHEATHINts-� NOT REcxJIRED EXCEPT • OPENINCsB z ` ) e O.G. MAX • EDGES 12' OG. j\ LLSE 08 GUN NAILS ®4" OZ. EXTERIOR SHEATHING USE 1/2' CDX OR 1/16' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6' O.G. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 08 RING SHANK CsUN NAILS AT 6' OC. AT INTERMEDIATE SUPPORTS. SEE DETAIL. OR 1/2" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) NOTE: RING SHANK GUN NAILS SHALL BE PEIRMITTED AS AN ACCEPTABLE FASTENER FRC�M ANY MANUFACTURER NOTE: NAILS TO ENE L 4 BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION I. 0.113 INCH NOMINAL SHANK DIAMETER 2. IAMETER 012 OVER SHANK RING DIAMETER OF 0, D 3. I6 TO 20 RINGS PER INCH 4. 02W INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH 0 z $ � 051 * ROOFS #EAT'-41NCz LAYOUT AND �NDl1JALL BRAG INCH FOR GABLE ESP FRAMING W a w �' o �, n ; S Mn . O EX EN �YON SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS � 0 m u 00 V � HArl GUN NAILS ® ' 6 OZ. 5 FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OS.B. TO BE STRUCTURAL GRADE) BUILDING LEhKsTH A R C H I T E C T S msi n 5 Grou1nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F rq U w 0 F Cil cl a h a I ti slnozmv. Aa LOT. CREEKSIDE LOT 104 PROJECT* 04321.000 moDa is 4EAB 1672- ARIA" GARAGE 8MUM: RIGHT PAdO & SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAY 9(9 2017 �ap �' 12/2/16 SCA .1/4"=1'-0" Cppy P15EIRGLASS SHINGLES WOOD SHEATHING OVER 030 FELT PAPER OR ZIP SHEATHING SYSTEM INSTALLED PER FBCR 2x4 BLOCKING BETWEEN ( INSTALLED PER MANUI=, SPECS.) R905.21 ON J' O.S.B. TRUSSES AT FIRST (5) WRB LATER 01, SI-IEAtl-41NGz OR %" CDX BAYS 4'-0" O.G. (At I STUCCO WRAP PLYWOOD SECURED PIBERCsLA55 SHINGLES OVER SHEATHING SEAMS) PER FASTENER WRB LAYER *2, FORTIFIBER SCHEDULE EMBED. STRAP #30 FELT PAPER INSTALLED VERIFY W/ TRU55 PER PBCR RW5.2.1 ON , BUILDING PAPER O.S.B. SHEATHING OR CDX FRAME TO PRE-ENG WD. TRUSS PLAN METAL LATH 24 O.C. MAX. PLYWOOD SECURED PER FASTENER SCHEDULE BLOCK FASTEN TO WOOD STRUCTURAL CONNECTION MEMBER m 7" O.G. MAX MTL. DRIP EDGE SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE T''F- PRE-ENG WD. TRUSS 24" O.0 SEE DETAIL IS/DI 2X4 OR 2X6 FASCIA INSULATION R-VALUES 2X4 OR 2X6 FASCIA o.N" MAX. 7/8° TEXTURED PER ELEVATIONS 5/S GYPSUM BOARD OR 1/2 PER ELEVATIONS x FINISH 4 WOOD 14ICs1 I STRENGTH 4 CLG, BOARD CONT. 2x4 RAT RUN SECURED DOUBLE TOP PLATE VENTED ALUM. SOFFIT W/ (2) 12d's ®EACH TRUSS "M" TYPE CONTROL JOINT VENTED ALUM. SOFFIT f 7" �. WINDOW HEADER SIZE VARIES SEE ENERGY CODE FORMS FOR I/2, CDX OR 1/16" INSULATION CODE o.N. PER WINDOW OPENING SEE 05B SECURE TO ROOF TRUSS UPLIFT �. 6" METAL LATH STRIP HEADER SPAN CHART FOR 5/5" GYPSUM BOARD OR CONNECTOR N07 1/2" CDX OR 1/16 SECURE t0 WALL PER DETAILS FASTENER 1/2' HIGH STRENGTH CLG. BOARD CLARITY l �� FASTENER SCHEDULE WINDOW ATTACHMENT AS PER SCHEDULE ON SHOP ) �` 6 WIDE STRIP SELF ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEET D2 DOUBLE TOP PLATE ADHESIVE FLASHING, CLEAN OR 1/2" ZIP SHEATHING WINDOW SILL OR 1/2" ZIP SHEATHING WINDOW HEADER SIZE VARIES ` X MASONRY BEFORE APPLYING SYSTEM (INSTALLED PER 2x6 STUDS tv 16" O.G. MAX WI SYSTEM (INSTALLED PER WINDOW OPENING SEE MANUF. SPECS.) INSUL., SEE ENERGY CODE PER MANUF. SPECS.) HEADER SPAN CHART FOR DETAILS TEXTURED 7/0" THICK, 3 COAT FORMS FOR INSULATION FINISH m MASONRY �/8' THICK, 3 COAT WINDOW ATTACHMENT AS PER CEMENT PLASTER R-VALUES MANUFACTURES SPECIFICATIONS tERIOR WALL CEMENT PLASTER SHEATHING: (SEE 8" GMU APPLIED TO METAL ' T t G SUBFLOOR GLUED AND APPLIED TO METAL WINDOW SILL NOTES) LATH OVER 2 LAYERS ACH STUD SCREWED AS PER FASTENER LATH OVER 2 LAYERS 2x6 STUDS a 16' O.G. MAX W/ TOSDi3LTEN � OP PLATE OF GRADE "D" SCHEDULE ON SHEET D2 OF GRADE "D" INSUL., SEE ENERGY CODE W/ USP SPT24 NAIL BUILDING PAPER OR i3PLDING P A PER OR PAPER BACKED LATH FORMS FOR INSULATION PER MANUF. SPECS. OVER AN APPROVED PAPER BACKED LATH R-VALUES OVER AN APPROVED HOUSE WRAP �, HOUSE WRAP SCREWED A5 �RRPAS ENER GLUED D SCHEDULE S SHEET ERFAS2 SECTION AT TOP VERTICAL CONTROL BETWEEN DETAIL 5 '� � OF' EXTERIOR WALL - aSIMILAR MATERIALS �jTRUSS T)DI' 5CALE: 3"=1'-011 . � CI MFG• SPECS.) GONG. FILLED LINTEL SUM BOARD OR I' HIGH �+ ZIP SHEATHING STSTM (INSTALLED BLK W/ lU "5 REBAR tRENGstH GLG. $BARD DETAIL 5 PER MANUF. SPECS.) OR CONTINUOUS IX2 NAILER/DRAFT SLOP P - F TRUSS WOOD SNEATI-41NC ll P:_ MPG. SPECS.) 'x WRB LATER 111, G M BOARD OR J' HIGH ;_X. STUCCO WRAP SEE ENERGY COPE FORMS FOR RENGTH CLG. BOARD INSULATION R-VALUES IX2 NAILER/DRAFT STOP / WR5 LA' PAPER RTIFfBER PRECAST LINTEL 5UIL0 CON(. PILL3Ep LINTEL BLK W/ (U � #5 REBAR CONTINUOUS � METAL LATI4 WINDOW ATTACHMENT As PER 5/e" THICK, 3 COAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS FOR WOOD .� 7/8" TEXTURED PORTLAND CEMENT PRE-CA5t CONCRETE SILL INSULATION R-VALUES CONSTRUCTIO—FIN15H m WOOD PLASTER APPLIED DIRECTLY TO (I) "5 REBAR VERTICALLY PRECAST LINTEL FASTEN TO WOOD STRUCTURAL WINDOW ATTACHMENT AS PER x; MASONRY W/ CONC. POURED CaELL MANUFACTURES SPECIFICATIONS MEMBER m 7 O.C. MAX 5/8' THICK, 3 coat Rall CMU II 3!4 T a Cs SUBFLOOR GL D Ix2 F.T. FURING PORTLAND CEMENT PRE -CAST CONCRETE SILL STRIPS ,s 24" O.G. PLASTER APPLIED y8° TO ,�" MID -WALL AND SCREWED AS P 8" G fU DIRECTLY TO CIJ "5 REBAR VERTICALLY 1/2' GYP. WL. BD. MASONRY W/ CONC. POURED CELL WEEP SC Ems' ED FASTNR 5C4-4DUL� O SHEET D2 f WOOD BASE Ix2 PTPURRING u, Z iQ r .. —j 0' STRIPS ® 24' O.G. Q - IN. FLR 8' CMU FAST OC�4X4IBBON W/1/2"GYP. WL. Isp. C 12 EACH TRUSS. ; o z WOOD BASE 6RIBBON TO BE P.T. " WIDE STRIP SELF p 0-0 ADHI=SIvF- FLASHING, CLEAN PRE-ENG FLOOR TRUSS " f FIN' FLR MASONRY BEFORE A=PLTING (INSTALL PER MFG. SPEGSJ a GONG. FILLED LINTEL BLK W/ TEXTUREL? —/—A - 2-STORY 2-STORY FINISH m MASONRY (I) "5 REBAR CONTINUOUS WALL WALK WEEP SCREED DETAIL @ RIBBON 1 SECTION 2 SECTION WOOD TO BLOCK CONNECTION�j FASTENING DETAIL SCALE: 3/4"=1'-0" SCALE: 3/4'=1'-0" SCALE: 3"=1'-0° CONTROL DATE: 12/13/12 SCALE: 3/4"=1'-0" FI5ERGLA5S SHINGLES FIBERGLASS SHINGLES OVER 030 FELT PAPER PRE-ENG GABLE OVER 030 FELT PAPER INSTALLED PER FBCR INSTALLED PER PBCR PRE _ENG GABLE TRUSS NOTE, EXTERIOR WALL STUDS I I PLAC>= lTRAP6 6PAGED R905.2.1 ON a, O.S.B. SPF STIFFBACK (SEE SEALD TRUSS ENG. PACK FOR SIZE t CONNECTION) R9052.� ON C?S B. SPP STfFPBACK (SEE SCALD TRUSS DIAGONAL BRAGS a (s3� uaw rrOR CLARlIrri A� PAST D As SHEATHING OR J" GDX SHEATHING OR �" CDX ENG. PACK FOR SIZE CONNECTION) CENTER OP TRUSS I H ¢ Xim AL S P At 2x4 SPF BLOCKIWG BETWEEN 2x4 SP'F BLOCKING BETWEEN SPAN OR HIGHEST ASTEN STUDS to BLOOK WALL I OW NG STUD PLYWOOD SECURED TRUSSES At FIRST (5) BAYS 4'-0" PLYWOOD SECURED TRUSSES AT FIRST (5) BAY RIDGE. DIAGONAL WITH usP MSTA49 STRAP WITH # I O.C. CAT SHEATHING SEAMS) PER FASTENER O.C. (AT SHEATHING SE ) BRACE t0 BE im ANY I FASTENERS AS SHOLLN- INSTALL PER FASTENER SGHElSULE i " I y„"„��` IN (10 I®d COMMON NAILS SCHEDULE STRAP • Ea END a SPACE ; < s, (0.148 DIA X I I/2 NOTE MTL. DRIP EDGE SPAN 15 -0 OR STRAPS A � OL �: ' MTL DRIP EDGE DIAGONAL BRACE GREATER REFER t0 110 IbmMPH e': 3z' oC. 2X4 OR 2X6 FASCIA TRUSS ENG. FOR PRE- G .TRUSS 24° CENTER OF TRUSS SPAN OR -Ism O,G. MAX. HIGHEST RIDGE. DIAGONAL PER ELEVATIONS 2X4 OR 2X6 PA: SECURED W/ (3) 12d G ADDITIONAL 4� MPH 'G' 48' Oe $RAGE To BE a ANY SPAN HORIZONTAL TRUSS TOP OF STUD WALL PER ELEVATIONS NAILS REINFORCEMENT. SOLE PLATE - OR GREATER REFER SECURED W/ (3) 12d SECURE TO t0 TRUSS ENG. FOR SEE FASTENER SECURE TO ®'-0" TO 30'-0' CU FILL ALL REMAINING STRAP v � HOLES W! I¢rd NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W1 X-BRACE WOOD BACKING 1/2" CDX OR -1/16' 055 (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1' t0 60'-0' (3) c0 SECURE TO WALL PER NAILS FASTENER PATTERN — Do NOT PLACE SCREW IN NAILS X-BRACE (I) X-BRACE FASTENER SCHEDULE 0'-0" t0 30'-0' (l) I/2' CDX OR 1/16" OSB toP of TOP HOLE NEAREST To TOP _ �--�� ON SHEET D2 X-BRACE CURE TO WALL PER aCENTER AND (2) MASONRY - -- CF CMu SLOCK WALL 0 OR 1/2" ZIP SHEATHING 30'-I' t0 6BRACE DIVIDED0'-0' C3) FASTENER SCHEDULE CONNECT SOTTOM of EQUALY FROM CENTER SYSTEM !INSTALLED PER X-BRACE CIl X-BRACE ON SHEET D2 STRAPTO GMU BLOCK WALL �jyY.�X,x;,. ,� ^ F' > r , ,-,-,-, -,- TO END - W/ (i) 3/*' PIA. X I-1/4' MANUF. SPECS.) - f�� � k 5 x° ® CENTER AND (2) R 1/2 ZIP SHEATHING �v , �'� _ n " �1 Lam TAPCON MASONRY WEEP SCREED, SEE BRACE DIVIDED SYSTEM (INSTALLED PER crlu BLoc+c WALL �' SCREWS CONT. 2x4 sPF RAT RUN SECURED W/ 2—STORY DETAIL 5, SHEET P3 CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER MANUF, SPECS.) (2J 12d's � EACH TRUSS 2X6 P.T. SECURE W/ 0) 9x s a EACH TRUSS t0 END 2X4 32 3 O.C.X 5 LAG GABLE END (2J 2x4'"2 S.Y.P. DIAGONAL BRACE W/ ®32 . MAX. OR l2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ CROSS 1/2"X9' ANCHOR (3) 12d's EACH TRUSS DIAGONAL GABLE sIMPSON M57A-24 g (3) 12d's m EACH TRUSS DIAGONAL BOLT 32" O.C. MAX. X-BRACING TO COVER 5-TRU55E5 1'% 32' O.G. MAX. X-BRACING TO COVER 5-TRUSSES EXTERIOR STUD WALL CONNECTION NAIL GABLE TO 2X6 (( X-BRACING D5L TOP PLATE 5/511 GYPSUM BOARD OR 1/2" HIGH 8 BRACING TO FIRST FLOOR MASONRY WALL W/ 12d NAILS 6" O.C. STRENGTH GYPSUM BOARD D I/2 HIGH SCALE: 3/4"=1'-0" s� MAX. STRENGTH CLG. BOARD 2X STUD 16' O.C. MAX. STRENGTH CLG. BOARD SGAL1 3/4°=1'-0' eJ segLE:NTs A R C H I T E C T S .L441 IV. KUIVALU K[AUAN bl-VI.). LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www. a bd esi gn g ro u p. c om AA #: 0003325 rW No w 0 0. A ti q 9V9cpIP. LOT. CREEKSIDE LOT 104 P 0432T1 000 acOnmaA 4EAB "1672—ARIA" RIGHT PAC& SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAY 0Z 2017 BAT C 12%2/16 DCAL k 1/4`1'-0" F/�F�oPy *NOTI=: NAIL 5NI=AT4NG TO ALL 2X AS PAR r=XT. 9N3=ATNING NAILING, ad 4" O.C. MAX r=DCxr=S E 6°-v O.G. MAX IN THE 1:IELD 2x RIDGE ONE SIZE LARGER SECURE 2x6 MIN TO ELK W/ (2) "X8' A -BOLTS 4' EMBEDMENT MIN- THAN RAFTER SIZE A W/ 2'X2"Xi WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN- (3) 12d NAILS OR GARAGE DOOR H N JOINTS PRIOR TO FILL MIN. (4) Imd GUN NAILS DBL. TOP PLATE DBL. TOP PLATE 2X4 Ib" O.G. MAX C 2x4 DOLLAR TIE A7 EVERY OTHER RAFTER W/ 2X4 16' Of0. MAX SECURE 2X4 TO © ® 0 MIN. (3) 12d NAILS OR WOOD W/2-12d • 6'-8' MIN. (4) Imd GUN NAILS O.C. STAGGERED w SECURE ZXd W/ 2-I/4' SECURE 2X4 W/ 2-VIN 2x RAFTERS �. TAPCONS OR DRIVE PIN (MN. H8 ANK�812'� .145 MIN. - - :� DRIVE PIN Ix8 NAILER SECURE TO TRUSSES LOW W1 (MIN- SHANK SIZE .145 MN. HEAP 81TE 300 MIN SECURE 2x4 ON (2) 12d NAILS OR HEAD SITE 300 MIN. EMBEDMENT 13 LLI/IN 8' — FLAT TO SILK (3) I0d GUN NAILS • EA TRUSS EMBEDMENT I Y4 WAN 8 EA- END NOT TO EXCEED W/ CUT NAILS. EA END NOT TO EXCEED ST. PLA 18' O.G. MAX ARGI-IUJA1' SIDES: 10' O.G. MAX 2X6 GARAGE DOOR BUCK W/ (5) RAFTER r0 TRUSS MTS-12 BT- PLATE E )9X8" A -BOLTS 4' EMBEDMENT MIN. CREATE VOID FOR STRAP 2X4 SOLI W/ 2'X2'X1G WASHER AND NUT PENETRATION SECURE TO t 1/2" GDX SPACED EVENLY FROM FLOOR TO ROOF DECKING OVER 2X4 SOLID L 1/2, CDX WITH MIN. 2-12d CLK. GARAGE DOOR HDR IN JOINTS SECU SHE TH E PRIOR TO FILLING. PRE-EW4 TRUSSES I-2X6 PT BLOCK • CENTER OF PRE -Ewa. TRUSS WITH MIN 2- E DOOR HEADER W/(UVX8' J-BOLTS EXTERIOR ARCHWAY EXTERIOR ARCHWAY 4' EMBEDMENT Wu 2"X2'XIV WASHER o ALTERNATE CONNECTION 4 CONV. FRAMED ROOF 1 WITH WINDOW 2 SCALE: 1/2"=r-0' AND NUT. MSTA-24 RAFTER TO BLK'G SCALE: 1R'=I'-0' SCALE: I/2'=I'-0' BETWEEN TRUSSES 2X4 SECURED TO N 1175 UPLIFT GABLE ENG W/(2)12d NOTES: 0 - PRE -FIND TRUSSES W/ TRUSS i"0 j 6-8oz. ' ' ALL ANCHORS SHALL BE IN ACCORDANCE TO CONNECTOR VERIFY W/ I 0 10d O TIRU5 FRAMING PLAN W/10 10d TO TRUSS 2X4 "ECU MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE A(4) 1 TG 1/4 \ / ---DOUBLE 70P PLATE AND ND O T ' x 2 NT GABL-E SUCH INSTRUCTIONS ARE MORE STRINGENT W/( • U T RIPPLE STUDS • I6' O.C. POURED LINTEL GARAGE DOOR MAX -_ 3 BUCK ATTACHMENT HEADER SIZE PER :. SIMPSON LSTA-12 • EA. JACK rIw Io IUPSOFI HtSM20 SCALE: I/2'•1'_0" SPAN CHART. STUD, BOTH SIDES OF OPENING INSTALLED ON OPPOSITE FACES OF BLOCK WALL GABLE LOCKING ' CDX PLYWOOD ffA x 8TUD5 • 16' OG. MAX W/ WAO 10d TO TRUSS HEATHNG. SHEATHING TO BE AND (4) 1/4' x 2 1/4" \ 2x4 BLOCKING DOORITHIN i' OF WINDOW/ DOOR 7APGONS TO GON7 • EA. RAFTER 6'-ID" Oi�ENINCs OPENINGPENING AND SECURE PER POUND LINTEL L- =4 AILING SCHEDULE \ RAFTER / H2.5 EA ° ING STUDS ISEE HEADER _R �� PAN CHART FOR DETAILS PRE-ENG TRUSS 1 TER ° a °ND SPECIFICATION) • 24' O.G. e CONTINUOUS ACKS ( AN °.� F-IEADER SPPRECAST LINTEL a HART FOR DETA(L8 AND BOND BEAM FRAMING PECIFICATION) JACK STUD ASSEMBLY TO BE 5 CLOSED VALLEY FLASHING DETAIL 6 FRAMED OVERHANG ° I SECURED DINE PLY la A TIME. 14 USE 126 NAILS, TW WITHIN 6- //1 4 FROM EACH END i NO MORE /I THAN 12' O.G. STAGGERED 2X4 DEL. SP4.32' O.C. MAX 2X4 DEL. 2X4 TOP PLATE 1/2" CLG. BOARD I I ° 1/2"WV A.M. MIN. 7' TAP DONS TOP PLATE TOP t BOTT TOF, PL TE TO SECURE TO FRAMINCs, EMBEDMENMT 8' FROM EACH MIN. 2' COVER NEED MIN 1 1/2', LESS THAN TYP. INTERIOR END t 32' O.C. MAX. 2' APART 1 1/2', WINDOW MUST BE PRE-FAB SP4 OR H5 • 70P AND PRE-FAB PRE-FAE I/2' CLG. BOARD TRUSS -FAB SECUR2D TO BLOCK 1 1 D001 OPENING WD FRAr BOTTOM PLATES • EA. FULL TRUSS ANCHOR TRU88 1/2' CLG. BOARD TRUSS TRUSS 1 SCALE: I/2"=i'-0' LENGTH StUD, BOTH 51DE8 1/2" CLG. BOARD CONY. METAL OF OPENING. 12 RETROFIT 2X4 WOOD Imo' DRYWALL A TRACKS, TOP t NTS. S7UD8 BOtT01 T 2x4 BLOCKS LINE OF SLAB OG 2x4 WOOD T. 12' DRYWALL 1/2" DRYWALL SECRR 2x TO BLOCK W/ (2) s5 REBAR PERT- IN COR ER BEAD STUDS •16" SS CHANNEL SNAPPED'x3' TAPGGr1S OR DRIVE PIN SOLID GROUTED CELL _SEALANT O.G., UAN. BLOCKING 2X4 WOOD (MIN SHANK SIZE J45) a, Cmu SEE OCKING STUDS 24' O.C.W/ BACKER ROD MID -WALL SECURE ET. PLATE 5TUD8 •24' " 5/8' tHICK 3 GOAt \ MID -WALL Oc LAYER OF 1/2' (MIN EMBED. I ) SECURE ST. 1/2"X9' TO SLAB W/ lmd TYPE GYPSUM WITHIN S" OF EACH END AND CEMENT PLASTER STRUCTURAL FOR PLATE TO S /2' DRYWALL 32' T MASONRY"O)C.AX IL • WALLBOARD ° APPLIED \ \ W/ led M �t ATTACHED TO EACH 18' O.C. MAX SPACINGS. MASO Rr TO REINFORCEMENT lJV ENT NAIL • 32' - 2X4 Pt- _ SIDE • 12' O.C. ° _ MASONRY /ACHED TO FILL SE FOUNDATION PLATE GONG. SLAB FOR DETAILS GONG SLAP GMU WALL / CELL AS MAX SPER ° " "� PRODUCT - - GONG. SLAB _ '•OPPROVAL REG. � FROM MIAMI DADE 4 < _ ° ° COUNTY 0 C. SLAB , -4 < - ° - /- STRIP i"tOUL ID NG ALL SEE FOUNDATION F) ° AROUND MY FOR DETAILS SP4.32' O.C. MAX - 1—STORY 1—STORY 1— STORY 1—STORY TYP. INT. WALL TRACGALV.K STEEL POOR MANUFJ INT. BEARING WALL INT. BEARING WALL TYP.INT. WALL METAL STUDS = '` —erg — a — — — WOODmep T.00AMB WK/ETa NO UPLIFT) (W/ UPLIFT) (NON—BRG.) NON—BRG. 3/16'xl1/4'LAG GALv'aTEEL OVERNEADPOOR \l BCI�WB VERTICAL TRACK I' M!N I BY OTHERS 8 SCALE:1/2'=1'-0" 8 SCALE:1/2'=I'_0" 8 SCALE:IR'.I'-0' 8C SCALE:I/2'•I'-0" ARCH ►l1NDOW FRAME BY MAP. SLIDE 1^� r TRACKrASTIEt0 70 ,E TRACK RACKETS SGALr=: 3/4" = I' -0" w/ 1/4'-20XI/2' RAGE DOOR JAMBS GARRIME DOLTS 13 GASCALE: I/2"=1'-0' AND LOCK NUTS. TRUSS TO WOOD FRAMING SIMPSON MT5-12 PRE -FIND TRUSS P-FIND. TRUSS DOUBLE TOP PLATE � 2x CONTINOUS STRESS DBL. 2)( TOP PLATE = SP4.32' O.C. MAX BLOCKING MID WALL IA&' 0.5.5. 2x STUDS • 16' O.G. MAX, OR 1/22~1P SHEATHING vN U.O.N. SYSTEM (INSTALLED PER MANUF- 11PECSJ ' T t G SuBFLOOR GLUED 2X BLOCKING • AND SCREWED AS PER TOP OF FASTNER SCHEDULE 1/2, COX ISr FLOOR STUDS r0 2ND51m FLO�UDS= 2X STUDS 16' O.C.MAX IrfP,TT� -36 • 32' 2X BTMI. PLATE 0A 3/4' FLOOR DECKING MSTA-36 32" 0 MAX PREP'__ F I ER PRE -END FLOOR TRUSS DOUBLE TOP PLATE PRE- INEERED FLOOR TRUSS 2x CONTINOUS STRESS BLOCKING MID WALL (DCONTINUOUS SHEATHING TO BEGIN AT TOP OF ELK 2x STUDS • 16' O.G. MAX, W/ 1/4" GAP FROM BLK TO Ob.8. UAN, 1/2, GYP. WL. BD. O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT SECURE ET. PLATE TO PERIMETER OF 0.5.8. TO PROVIDE CONT. NAIL PATTERN SP4.32' OL- MA SLAB W/ J'xv ANCHOR O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON HIGd-1 STRENGTH EPDXY 1" EMBED. MIN- ® 5HEAT1­4IWs • TOP OF WOOD FRAMED WALL TO BE • STAGGERED MIN. OF I6' FROM SHEET BELOW SIMPSON SP4 • 32' O.G. MAX t�5 INSTALL ALL SHEETS WA --ACE GRAIN PARALLEL TO STUDS PRE-ENG TRUSSES W/ TRJ55 CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE T LAT PRE-ENG TRUSSES OR, CONY. FRAMED RAFTERS CRI TU • I O-C. M EERED 5 _ • EA JACK PRE-ENCSTRU55 STUD, IDES OF NI - P'! -12 TUDS • 161 O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN i' OF WINDOW/ DOOR OPENING AND SECURE PER 2X NAILING SCHEDULE FL KING STUDS (SEE HEADER I/16' OS.B. SPAN CHART FOR DETAILS7:7) AND SPECIFICATION) JACKS (SEE HEADER SPAN I} O$8. SHEET J2 2X4 4 STUDS 16" O.G CHART FOR DETAILS AND CDX PLYWOOD. ED L A E SPECIFICATION) PER FAS SGHE LE i/16" OSB. JACK STUD ASSEMBLY TO BE SHE 2 MTS-12 10 HI SECURED ONE PLY • A TIME, O TE I NOT LED PER TEXT. FINISH USE 12d NAILS, TWO UTHN 6' ) FROM EACH END t NO MORE BLOCKING UNDER THAN 12' O.C. STAGGERED LL STUDS SCURE ETA-I6 SP4 OR 1­15 • TOP AND TWEE -EN TRUSS BAYS W/ E TRUSSED EOTTCM PLATES • EA FULL (3) 12c1'e EACH END CMU WALL LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE OF OPENNG. 5HEATHING TO LAP TO STUDS • 16, O.C. BOTTOM OF PRE-ENG'D MTS-12 • EVER STUD TRUSS BELOW_ SHEATHING MUST NOT BREAK 1'-4' MIN 2X4 ET. DATE FROM 2ND FLR LINE. a INT. 2-ST0RY L.B.W. 4 EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER KNEE WALL DETAIL ENTRY '' SCALE:IR'=SCALE: Irl"=r-m' 14 DOOR OPENING WD FRAMED ATTACHMENT 16 SGALE:3/d'=r-m' SCALE% 1/2'=I'-m' 15 SCALE; 1/2'=I'-0' CONTROL DATE: 07/01/10 i A R C N I T E C T S (�EDt i. n Vfi olnc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h ia ia 0 0. w A F A ti ST.T�IV. � LOT: CREEKSIDE LOT 104 Fmoa^CT# 04321.000 mrozmm 4EAB "1672-ARIAG&AtI SWING: RIGHT PAG3h MISC. DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLOFWA MAY 09 6 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 leftcorners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment, Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" SH Window (+38) / (-50) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact @ 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) / (-51) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R5 Non Impact from corners, 8 1/2" o/c at jamb, 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 anchor. 6" max. from'corners, 8 1/2" o/c at jamb, 10 1/2" Picture Window (+38) / (-51) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.1-R3 Non Impact @ 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 Builders Series distance. 6" max o/c from corners and 20 3/4" Max o/c Sliding Glass Door (+33} / (41) (+25) / (50} Ply Gem 4780 FL14634.1-R2 Non Impact elsewhere top, vertically and bottom. 2 1/2" Min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. 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) J (-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. 1J4" concrete tapcon anchor. 6" max o/c for cQtners. Tapcon required 3" each side of center of opening top and opaque single door (+36) / (47) (+47) J (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. Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Glazed single door (+29.5) / (-32.1) (+50) / (-50) Therma-Ti'u Smooth Star FL7630.1-R6 Impact right and left comers, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Double Garage Door (+29) / (-35) (+46) / (-42) Clopay 16.2x7 73 W6 FL16107.03 N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Single Garage door (+30) / (-38) (+38) J (-44) Clopay 8X7 73 W6 FL16707.24 N/A 3/8" x 2-3/4" Hild sleeve anchors 6" from ends 22" O/C 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 notcutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1'4" annular ring -shank nails, Underlayment Rhino U10/20 FL17801 spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit (+75) / (-75) Alside 2T FL15272.1 1/4" x 20 stainless steel with minimum embedment @ 7/8" Hurricane Panels + or - 20 p.s.f. Global Protection 24 GAGE FL15076.2 in poured concrete or 11/2" total if stucco should exist, Less than 6' span can be headed screw or all thread but with wing nuts 1/4" x 20 stainless steel with minimum embedment @ 7/8" Hurricane Panels 6' + or - 20 p.s.f. Global Protection 24 GAGE FL15076.2 in poured concrete or 1 1/2" total if stucco should exist, span or more can be headed screw or all thread but with wing nuts Zip System Huber Wall Sheathing 17147-R1 Install per manufacturers recommended requirements. Sheathing 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdiesigngroup.com AA #: 0003325 F W h W 0 F 0. A F 010 evillOIV. se LOT: CREEKSIDE LOT 104 P1�d�CT 04321.000 iLOa�ie 4EAB 1672- ARIA" a�Z IsxnM: RIGHT PAO & PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAY 09201i DATA 1'2L/2 /16 11111111C1/4" V-0" I� D5 "ItFaOPy NOTE: NOTE: IF ZIP 514EATHING 5Y5TEM 15 APPROVED BUILDING WRAP IF ZIP SHEATHING SYSTEM i5 6 INSTALLED, PLEASE SEE Sr-IALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE- Z MANUFACTURERS 6' a YERTICAL LAPS (ROLL MANUFACTURERS FLASHING (COMPATIBLE W/ HOUSE ENDS) t 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER \ INSTALLATION PROCEDURES ALL SEAMS NEED TO ISE TAPED LATH VERTICAL LAP TO BE I" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FORIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE / \ It OR LESS PIPE 6'x&' SELF -ADHERING; MEMBRANE PREFORMED CONTROL JOINT -- i' THICK, 3 COAT CEMENT PENETRATION ` FLASHING `COMPATIBLE HOUSE �� ' � WRAP MATERIAL) OVER 4"x4" / \ PLASTER \ / SELL-rLASHDLERING MEMBRANE OVER APPROVED FLANGE OF CONTROL JOINTS T / \ BE WIRED TIED TO LATH • 13 WRB LAYER "2, FORTIFIBER �� i WRAP.USE O.G. MAX (VERT.). NOTE: DO BUILDING PAPER MIN, LAP METAL LATH SLASHING O E:XTEND ONTO PI NOT FA57EN CONTROL JOINT TO / \ WALL EVEN IF STUD EXISTS \ / BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH +X X X X I %1' LEG MAY BE USED TO TEMP. FASTENED 07' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS X X CUT AND OVERLAP ONE SIDE OF DURING INSTALLATION WB LAYER M, METAL LATH SELF-ADHERINCs MEMBRANE RGUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FASTENERS TO BE SPACED aTUCGO P STEP �M STEP ^'2 FLASHING o (' O.C. MAX VERTICALLY WOOD SHEATHING OR 1/2' ZIP SHEATHING WRB LAYER M, PLASCE 3 COSTUCCO AT CEMENT wRB LAYER M, SYSTEM NSTALL IED PERSTUCCO WRAP 4/1 WRAP IM,AN4iF 9 C5.) METAL LATH 6 MiN PAPER LAP eELow oNLY / WRB LAYER 02, FORTIFIBER WRB LAYER 02, FORTINWR — BUILDING PAPEFORTIFIBER� BUILDING: PAPER l+�I�GsA}C'HAPER WRB LAYER M, / STUCCO WRA6'xb' SELF -ADHERING MEMBRANE P SELF-ADHERINR MEMBRANE FLASHING OVER 4'x4' NG OVER APPROVED eTo }°` INSTALL FASTENERS (CLIPS, FLASHING GAP MiN. WOOD SHEATHING STAPLES)HOUSE ATH SHALL NOT 6° s' OR 1/2' ZtP SHEATHING STRAPS,TOSEAS FLASHING TO EXTEND ONTO PIPE TO a" To (INWIRE TO FRAMING E CONTINUOUS �{ SYSTEM STALLED PER REQUIRED TO SECURE HROUGH CONTROL M UF. SPECS.) PIPE/ MIN, MIN. 4°x4' SELF -ADHERING MEMBRANE [rA BUT SHALL �' "" "" "":T'" FLASHING OVER APPROVED OPPED AND T EACH SIDE. PROVIDE; 2X4 BLOCKING / v' M, 4 OYF HOUSE WRAP. 5TM GI063 PLACED FLAT MAX. 6' TO S' LAP, a" oven ` FLASHING TO EXTEND ONTO PIPE FROM CONTROL JOINT WHEN ALL LAF ` CONTROL JOINT FALLS ON 2 APER LAP \ V CONT, BEAD OF SEALANT \ / STRUCTURAL STUD SCALE: 1 I/Z'=1'-0" ENERS FOR LATH TO BE NAILS OR _ INSTALL APPROVED HOUSEWRAP AIR ES IN COMPLIANCE W/ ASTM C1063 INFILTRATION BARRIER OVER E TIES TO I E (NO. IS) 0.04'15'WIREOf BREATHING .5LOCKING SHOWN LL STUDS REC MAYD PER 5E IN APAN I / \ ELASTOMERIC COATING OVER STUCCO/ G.Y. FINISH (SEE TYP WALL SECTION) Al VERTICAL LATH & PAPER DETAIL WOOD STUDS SECTION PER FBC R703.6.1 Exterior lathing and plastering SHEATHING Exterior use of portland cement plaster NOTE: OR 1/2' ZIP SHEATHING SYSTEM Y shall comply with the application SIDE LAPS OF METAL (INSTALLED PER MANUF. SPECS.) requirements of ASTM C 926-12A. M- PLASTER BASES SH;gLL BE SECURED TO BUILDING 6, nw. Installation of exterior lathing and f ammg FRAMING MEMBERS. PAPER LAP IF ZIP 5HEATHING 5Y5TEM 15 shall comply with ASTM hi 10nd1 r THEY SHALL BE TIES �. O M TYPE CONTROL JOINT BETWEEN auPPORrik MANUFACTURERS 5E SEE WITH 004i5-IN (121-) STUCCO k° LAP LATH WIRE AT INTERVALS NOT kt s LAP 9 PAPER INSTALLATION PROCEDURES MORE THAN 5' (22S-MM), AS PER ASTM C1063 I. FOLD INWARD PT. A 2 I. FOLD INUARD K. A ®FOLD 2. . �.8 ®]KI C KO U T NOTE: FOR REPAIR OF TEARS HORIZONTAL LATH D F� ���� f ®� � �� ® IN uJRB LAYERS, TEARS i DETAIL uMJ/AF+Y 196 PAT`WRAP D & PAPER DETAIL OUSIEPER PEELM4STICK SPEC. ORI `I . T e . FOLo � I M . 46 ® 1/2" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPEGSJ OR OL FOLD INWARD • \�F / L P40LD MWARID PT. A WOOD SHEATHING PT. ACMASE • PT. 5 i WRB LA'r R 01, 2. CFWAM • Pr. B STUCCO I I Wp ,� - 3, CREA88 4 FT. C S UCCO RAP 3. GREA9E PT. G'�_ 4. FOLD FT. C OVER PT. � LfOM Fe / ® THICK, 3 COAT CEMENT kk PLASTER s I ::LEGEND I,7 METAL LATH LAP WR5 8 TAPE OVER DRAINAGE RLANE (LUR5 ® ®FOLD ROOF/WALL SCREED all- oM® L ' R 1 STUCCO UJR =) p1' NOTE: dQj CUT. IF ZIP SHEATHING SYSTEM 15 z 5IX5" "L" TYPE CONTINUOUS ��?� � ��' ? #2 (OR I I � � INSTALLED, PLEASE SEE MANUFACTURERS z GALV. METAL FLASHING INSTALLATION PROCEDURES i' THICK, 3 COAT CEMENT (NAIL TO ROOF DECK, NOT 5U I L D INCH I=AfER) PLASTER WALL SHEATPING) WORD LAYER 02, FORTIFIBEI = I IE T />, L L /\ T X X X X BP UILDMG PAPER CASHINGLE - DO NOT NAIL, f { t ii wRa LAYER M, INSTALL WITH ROOF CEMENT STUCCO WRAP rLAWOE, STOP LAP LAYERS OF BUILDING UIRAF' \\ .: , WRPSRhPPRz7x'. IN ABOVE . =��SHII�lQLEB � gnu u.L ec z Y �` ��� ROOF CEMENT SxSWALL rtAe INr. s SHINGLE ROOFING WOOD e�4EATHINCx / / \% °` ao OR 1/2" ZIP 5HEATHING 5Y5TEM DETAIL) FLA9HMfs (SEE \ (INSTALLED PER 1" IANUr. 5PEG5.) v DETAIL) i C S LF-AD�45f VE FLA54NGS — — — NOTE: IF ZIP SI-4EATI-4ING SYSTEM 15 INSTALLED, PLEASE SEE NO \ MANUFACTURERS I"IETAL LATI4- LAT" 4 TO 8E FER FBC MLT UNDERLATMENr INSTALLATION PROCEDURES \ � WATER TIGHT REAL (MEND OR ROOFING �\ � O� FFFF�IINCs A4LB01TO�FI OF ROOF 1 9PSOLDIER. DO NOT CLLT SHINGLE WdLL INTE CTIONS i=ER 5Q. YrARD (l��ILITY OR NOI"IINAL DRIP EDGE, OVERLAP 3' \'� EXTEND I!t' BELOW BNEATHMCs, MECHANICALLY FASCIA UlRAP L A T Tf DOES N, O t'ttIEET P E C I P I C A T I O V, 5 FASTEN 4' Or— MAX !! L!! FLASHING A R C H I T E C T S F I le:j esignl ®�a"inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdiesigrigroup.com AA #: 0003325 F rq V N �o 0. V W A A ti EV811mv. a LOT: CREEKSIDE LOT 104 pI'�fr %MWT# 04321.000 3MODEMA 4EAB "1672—ARIA" RIGHT PAO0 WALL ASSEMBLY DETAILS 160 MPH EXP. C STA-M Of= FLORDa w 0 9 2017 / 2/16 1/4"=1'-0 NOTE: INSTALL 6'ING NOTE: IF ZIP SHEATHING SYSTEM 15 MEMBRANE FLASHING OLF-ADHERVER Stucco IF ZIP SNEATHINCz S`I'STEI`°I IS INSTALLED, INSTALLED, PLEASE SEE TOP, SIDES) AND BOTTOM =INisH PLE45E SEE 1 IANURACTURERS INSTALLATION MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 6" SELF ADHESIVE WOOD CONSTRUCTION PROCEDURES SEQUENC OF FLASHING; TO BE• OVER TOP E 51DES 1/2" ZIP SHEATHINGS SYSTEM 1/2" ZIP SHEATHING; SYSTEM 1 BOTTOM 2. SIDES, 3. TOP (INSTALLED PER MANUF. SPECS.) OR (INSTALLED PER MANUF. SPECS.) OR X VENT CAP IS TO BE SET IN BED SELF WOOD SH4EATH4INCs WooD SHEATHING \ OF SEALANT TOP AND FLASHING L�LI LAYER *I, WRB LAYER *I, X SIDES O SE ANT IS TO BE UNIT 1-' STUCCO WRAP TOO S S T DEFLECT W AWA JOINTS.". STUCCO WRAP WRB LAYER *2, FORTIFIBER X -Z D L AROUND PREMANUF. DRYER BUILDINGS PAPER Y SEALANT ALL VENT CAP (SET IN METAL LATH WRB LAVE F RTI IBER T AND INTERSECTIONS CONY. SEALANT) WOOD 1/8' TEXTURED BUILDING E CONSTRUCTION '��-FINISH o WOOD LY SEALANT AT PERIMETER OF BACKER ROD \ '� NON -MOVABLE FRAME AND STUCCO SEALANT FASTEN TO WOOD STRUCTURAL ON ALL SIDES, Y¢" CAULKING; g JOINT MEMBER i' O.G. MAX ALL AROUND TOP E SIDES $" I GOAT DEMENT 8' GMU } j�, TO" MID -WALL FEPxEtReriF BC RL T RWEEP SCREED or lathing and plastering 1jIExterior use of portland cement plaster — BACKER ROD '1 " - �Q p �r t0 M WA shall comply with the application 6 B DRYER VENT (BLOCK) i8 Y8 D L!< ®- r� requirements of ASTM C 926-12A. WEEP SCREED /i flN 6" WIDE STRIP SELF l ; Installation of exterior lathing and framing — ADHESIVE FLASHING;, GLEAN MASONRY BEFORE APPLYING; shall comply with ASTNI C 1063-12A. 6" SELF-ADI-IErJIYE WRB LAYER *1, i X FLASHING TEXTURED DASONRY STUCCO WRAP i' HOODED VENT BUILDINGS PAPERJ. WOO FRAMED x OVER 'QUICK D J" THICK, COAT CEMENT FLASH" � — — — WL ALHORIZONTAL WEEP SCREED PLASTER � I (FRAME TO BLOCK) METAL LATH L _ HORIZONTAL WEEP SCREED PIPE THROUGH (FRAME TO FRAME) NOTE; WRB LAYER *2, FORTIFIBER WALL BUILDINGS PAPER NOTE: IF I WOOD SHEATHING INS ALLED, PLEASE SEE IS _ IF ZIP SHIEATHINCs SYSTEM 15 INSTALL(=D, DRYER VENT (FI RAME PLEASE SEE MANUFACTURERS MANUFACTURERS ; / INSTALLATION PROCEDURES INSTALLATION PROCEDURES lJ 6 SELF ADHESIVE FLASHINfs (INSTALL PER MANUF. SPECS.) OR 1/2, ZIP &HEATPIWO SYSTEM (INSTALLED PER t—I SPECS) BUILDINGS PAPER WOOD SHEATHIN& UNDER "QUICK FLASH" WRB LAYER *1 NOTE: WRB LAYER "i STUCCO WRAP IF ZIP SHEATLIjNG SYSTEM IS GUT OPENINr's IN STUCCO WRAP WRB LAYER WRAP *2, FORTIFIBER INSTALLED, PLEASE SEE APPROVED HIOUSE WR5 NCx PAPEi* MANUFACTURERS FOR BOX INSTALLA1ON TION WOOD INSTALLATION PROCEDURES C0NSTUCTION CUT "X" INTO WRB LAYER *I, SELF -ADHERING; U/\ A VENT PENETRATION META A STUCCO WRAP MEMBRANE FLASHING; SCALE: N.T.S. 8' CMU C I AD I APPLY SELF -ADHERING; RA E BAND WOOD SHEATH4ING MEMBRANE FLASHING; OVER BOX AND OVER TON MID-WALI 1 APPROVED WRB LAYER WEEP SCREED rI STEF #1 ST 2 6' WIDE STRIP SP�F ADHESIVE FLASHii � CLEAN MASONRY BEFOGPPL APPROVED HOUSEWRAP WRB LAYER *I, z FLASHING; BELOW ELEC. METER FIELD STUCCO WRAP VERIFI' LOCATION ELEC. METER FIELD _N STONE VENEER VERIFY LOCATION GUT SUCH THAT APPLY 60 MIN SELF -ADHERING; OYER SCRATCH OOAt NO MEMBRANE GRADE 'D" FELT MEMBRANE FLASHING; \ ENTER6 BOX, OVER I Y STUCCO SCRAtGI-I GOAT APPL7" t0 FACE SELF -ADHERING; J EDGE FLASHING OVER HORIZONTAL WEEP SCREED AND ONE (I) LATER OF PAI T N APPROVED PRIOR TO INSTALLING ELEC. HOUSEWRAP Wf STONE VENEER �� METER WRB LAYER *2, Fowir-ieER (FRAME TO BLOCK) �' CAVITY TO BE FILLED BUILDING PAPER WIT(-4 RIGID POLI'MERIG 57 e7�= #4 LEGEND ISOCI'ANOTE-POLIrBLEND FOAM JL�(''GREAT STUFF" OR SIMILAR) AFFIL'Ir A SILICON — ELASTOMERIc DRAINAGE PLANE CUJRB BASE SEALANT AT PCOATINGS OVEROINT _. STUCCO/ G.v. FINISH LAYER *I, STUCCO LURAP) TWAT ELEC. WIRE PENETRATES APPLY E-Z BEAD— . e. o • o • o (SEE TYPICAL WALL UUR5 LAYER w2 (FORTH=IBER — — — — — — GRI `1:) N o° .'. SECTION) L BUILDING PAPER) AREA TO RECEIVE ° !°• METAL LATH STUCCO SCRATCH GOAT SEALANT AT ALL o ° ;I! � F= 1"IETAL LATI-I x—x—x—x 4 1 COAT OF PAINT W/BACK- JOINTS ANP % o ROLL PRIOR TO 0. INtERSEGTIONS o.o.os .o.o.0.0 STUCCO ELEC. METER INSTALLATION _ PROVIDE STUCCO 5GRATCH4 COAT LARGER THAN TH4E ELEC. WOOD 5NEATL4INCG METER CAN OR METER CAN OR 1/2" ZIP SHEATHING; SYSTEM COMBO OR METER CAN AND SELF-ADL4E51VE FLASKS-IINCx) — — — — DISCONNECT STEP 5T f= NOTE` ELECTRICAL RECEPTACLE I" IETAL LATH: LATH TO SE PER EBC ELECTRICAL CONDUIT 9 R103.6.1 i ASTIl C-84l-mg, MIN. 2.5 L55. 8 PENETRATION PER SCE. YARD (UTILITY OR NOI"IINAL LATI4 DOES NOT I`IEET SPEGFICATIONS) A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 6. W y W W h 4 a F aWIMM. at Los: CREEKSIDE LOT 104 PROJzCT# 04321.000 'mname. 4EAB "1672—ARIA" GARAGE !WE M__: RIGHT PALM WALL ASSEMBLY DETAILS 160 MPH EXP. C AFCFHTE=CT: STATE: OF FLOR DA MAY 09 0 IiLIMM WOOD sl 1EATI 41N�x EXT. WOOD FRAMAED LL COLUMN SHEATHING -WEATHER RESISTIVE WRB LAYER SUB -FLOOR DECKING !? { BARRIER 01 STUCCO WRAPP 3" X 3' 26 GA. GALV. WEATHER RESISTIVE WOOD WR5 LAYER ""2, FORTIFIBER FINISH LAYER l2 LAYER ` CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS PEEL < STICK) — SETINFULRLP ED OF Ii = 6 SAP. 02 9/d' HAT CHANNEL 8" THICK, 3 COAT CEMENT WEATHER RESISTIVE 6" PEEL 4 \ sEALANT,Y� MIN. W/s/s" TYPE 'X' DRYWALL PLASTER BARRIER 01 SPACE FROM DRIP y PEEL t STICK 6" SAF. WEEP SCREED WEATHER RESISTIVE STICK DRIP TO SH IND WEEP SCREED BARRIER �1 EDGE TO FACE t0 TREX / I Xs"x3" 'L' FLASHING /� DECK FULLY EMBEDDED J \� 4" tl J' THICK, 3 COAT CEMENT) y RIE , •---•-•--.......... � IN ROOF CEMENT PLASTER 15' X 3' 26 GA. GALV. WOOD SHEATHING I v/// METAL LATH WRB LAYER wl, � ` Y4" GAP FOR BACKER META)_ DRIP EDGE JE ROD 4 SEALANT SET IN FULL BED OF �i1 I V XI /4 P.T. OR SIMULATED SEALANT, l4" MIN i � �� 3 �� Yd GAP FOR BACKER STUCCO WRAP / - ` WOOD SHEATHING WOOD (TREX) FILLER ROD 4 SEALANT ° THICK, 3 GOAT CEMENT ` CONTINUOUS VINYL CASING BEAD SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE PLASTER `�� 6" SELF-ADHEREING WATER PROOFING let , WEATHER RESISTIVE VINYL CASING BEAD \ BARRIER 01 le AM66-WFWG--TB0 CUSTOM . -CASING T i J . FLASHING WRAPPED i I EXTERIOR GRADE �' x' ` a TOP OF WEEP SCREED LAYER !2 LAYER PEEL < BARRIER "I WEATHER RESISTIVE \ •� DRY WALL STICK) WRAPPED FROM WEATHER RESISTIVE WATER PROOFING Ist' /� \ BARRIER *2 TO SHEATHING BELOW BALCONY DECK TO ca�eutxewu�o ( BARRIER +'2 LAYER (2 LAYER PEEL - EX R COLUMN WRB LAYER "I," THICK, 3 COAT CEMENT CANTILEVER aX `� STUCCO WRAP ITI SC IN PLASTER 4 STICK) a %Likill UM HEATHING 6 PEEL 4 StIGK m DECK MEMBRANE, VINYL GONER BEAD DRIP EDGE TO DECK EXTEND RIP S IT, � ,� _ „ � ,• I � - PEEL � STICK WRB LAYER 02, FORTIFIBER NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR ED \ z"x3' "L" FLASHING j%j i ��� BUILDING PAPER FULLY EMBEDDED IN !SHOWN FOR CLARIFICATION OF ®® 3 3 26 A. ALV. SUB FLOOR 6" °. �F-AwHEREINDG SEPARATE ACCESSORIES ONLY) ;I'XI 3/4' P.T.OR SIMULATED l' ROOF CEMENT DGE 4 (� \ i --- SE N F L BED OF � FLASHING RAP WOOD (TREX) FILLER, T, Yt MIN. ;..... METAL DRIP EDGE WRB LAYER "I, o SET IN FULL BED OF , ®GOR`lER OF CANTILEVER I AGE FROM DRIP I P.T. OR SIMULATED SEALANt,14' MIN. STUCCO WRAP q POSITIVE DRAIN CONTINUOUS / VI CASIACE TO NG BEAD SPACE FROM DRIP AMIGO AM66-WFWC-182) �`.� 2 ,�f WEEP SCREED Y4" GAP FOR BACKER OT OUS FILLER, CUSTOM CASING BEAD ROD 4 SEAL t WATER PROOFING lot %FACE t0 TREX FINISH LA (2 LAYER LAYER (2 LAYER PEEL ! GA FOR SEALANT VINYL CASING BEAD -- PEEL E S C STICK) WRAPPED FROM PT. BACKER ROD. WATER PROOFING let MODIFIED 90 j� 3/4 IENT BALCONY DECK TO LAYER l2 LAYER PEEL 4 NO GAP IN FIELD CANT 1 ]C�E ATE R D R GH NEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM SHHOWN FOR CLARIFICATION OF NOTE: 1 O VI L AS G B A g" THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO SEPARATE ACCESSORIES ONLY) IE ZIP SHEATHINGSYSTEM IS EDGE PLASTER VINYL CASING BEAD CANTILEVER CASING BEAD INSTALLED, >f'LEASE SEE METAL LATH COAT DEMENT �' THICK, 3 MANUFACTURERS Y . DTL. ® CANT. INSTALLATIOtN PROCEDURES 5/8' PE "X" DRYWALL WOOD SHEATHING w. i;'LASTER 10A LEGEND W/TEXTURED 4 PAINTED WEATHER RESISTIVE 5/8' TYPE 'X" DRYWALL „ + METAL LATH SCALE; 11/2 -1 -fd FINISH BARRIER #1 W/TEX7URED 4 PAINTED ' WEATHER RESISTIVE � _ � WOOD SHEATHING " THICK, 3 COAT CEMENT BARRIER 02 FINISH 4" POSITIVE DRAIN 4' POSITIVE DRAIN PLASTER � THICK, 3 GOAT CEMENT SEEP SCREED DRAINAGE PLANE CUJR3 WEEP SCREE PLASTER NOTE: VINYL CORNER BEAD NO GAP IN FIELD t #�, STUCCO UiR�P� VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOW FOR CLARIFIGA710N OF 1�ETAL LATi4: tLATT 4 0 5� 'E I� �5 IC (SHOWN FOR CLARIFICATION O VINYL CASING BEAD `SEPARATE ACCESSORIES ONLY L 55. WRB L,4"rE R 1*2 (FORT IF I5E R — — — — SEPARATE ACCESSORIES ONLY) PEfi` 5Q. YARD CUTILIT�' OR Ndl"��NAL FUILDINCz PAPER) BALCONY DRIP BALCONY DRIP LATI--E D0E5 NOT 1"IEET 5�'GIEfG��IONS� 1.,IETA!_ !_ATE+ 11A EDGE INSTALLATION 11C EDGE INSTALLATION G� COLUMN x =x x x (W/" L" FLASHING) SCALE: NT5 NOTE: �oNstRuctlON STUCCO WOOD SHEATHINGS NOTE: IF ZIP SHEAt ING SY E IS INSTALLED, EASE IF ZIP SHEATHING SYSTEM IS MANUFACTURERS INSTALLED, PLEASE SEE INStALLAtI PROGE REs BARB R RESISTIVE �OOD Si=I r4T l INCH 2x FRAMINCx MEM�3ER WRB LAYER "1, — MANUFACTURERS STUCCO WRAP x IINSTALLATION PROCEDURES 3/4 RESILIEN BATHER RESISTIVE HAT CHANNEL BARRIFfR "2 s THICK, 3 COAT CEMENT WOOD SHEATHING 5ELF-ADHE5IYE FLA5I4ING — — PLASTER WRB LAYER 02, FORTIFIBER VINY ASI AD n ° THICK, 3 COAT CEMENT BUILDINGS PAPER 2 I " CORNER BEAD # PLAst R FASTENED TO SHEATHING WRB LAVER 1, /8" PE ' DRYWALL METAL LATH /tE URED 4 PAINTEDETAL LATH I I_. STUCCO WRAP WOOD SHEATHING �" O.C.-- MAX. OR 1/2, TII' bliEAT411,15 6Y$IEM 71F-- , vx x—�x x-7C—^—x ��. (Ne-r LF. PER MAPAW. epEGSJ /: / ., IS; , " THICK, 3 GOAT CEMENT (2) 2x12 F+EADER j g' THICK, 3 GOAT CEMENT x. I WRB LAY(=R *2, r-ORTIFIBER PLASTER \ � � � BUILDINCm PAPER �` PLASTER WRB LAYER *1, 4" POSITIVE DRAIN � I ro"SELF-ADI-iERINCs � .� ; METAL LATH VINYL CORNER BEAD11 WEEP SCREED STUCCO STUCCO RAP FLASHINCs J ad i WOOD SHEATHING� �'�,IEXPLODED $ TL41CK, 3 COAT CEMENT VINYL CASING BEAD NO GAP IN PIED !, y vlEw FOR PLA5TER (SHOWN FOR CLARIFICATION OF I CLARITY) SEPARATE ACCESSORIES ONLY)', ' METAL LATH DRIP GAP 11D DRIP EDGE � ' �-� WRB LAYER *2, FORTIFIE5EiP- �I INSTALLATION BUILDINCz PAPER WINDOW FLANGE - WRIB LAYER 01, NOTE: �p j� IF ZIP SHE HINDS S EM 15 WOOD CONSTRUCITON CORNER BEAD % E R AM E STIICC WRAP INSTALLED, PLEAS E14A` MANUFACTURERS , INSTALLATION PRO E URES WEATHER RESISTIVE WRB LAYER 02, FORTIFIBER ' BARMER'i � CORNER BEAD WEATHER RESISTIVE '� (FASTENER SPAGINC� -T O.CJ BUILDINGS PAPER X, BARRIER 02 METAL LATH ; VINYL CASING BEAD Mill. ,.. COAT CEMENT 3 A CEM THICK E r PLASTER THICK, 3 C.oAt CEMENT , 5/8' TYPE "X' DRYWALLL] METAL LATH \ PLASTER W/TEXTURED 4 PAINTED >> 6"SELF-ADHERING' IN FINISHzl��sratErt - 1 THICK, 3 COAT CEMENT A sPEcs� \ CMu FLASHING I-YE�D�AI"f PLASTER VINYL CORNER BEAD VINYL CORP. 4' PLASTER APPLIED EMENT DRIP GAF �, POSITIVE DRAIN WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1 4 B CORNER BEAD @) BLOCK 15 B CASING BEAD @) WINDOW 11EDRIP EDGE INSTALLATION (]FRAME, NO BAND) A R C N IT E C T S 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 laq Fq w w ti F �R y A F A at��aw e� LOT: CREEKSIDE LOT 104 PROJECT# 04321.000 monswu 4EAB "1672— ARIA" GARAGB 8'11lN0. RIGHT PAK M WALL ASSEMBLY DETAILS 160 MPH EXP. C (ARCHITECT: STATE OF FLORIDA MAI 0 9 201i DA TIM 2/2/ls Esc 1 c4"=1'-0,> wwwromm,tj I NOTE: IF ZIP SHEATHING SYSTEM IS" THI AT CEMENT Ya" TY� ; ' g" THICK, 3 GOAT DEMENT `��`., WOOD SHEATHING INSTALLED, PLEASE SEE cAaiuG BEAD PLA R MANUFACTURERS To TRIM t ; SEALANT PLASTER 1X TRIM MEMBER / WRB LAYER *I INSTALLATION PROCEDURES STUCCO TO METAL LA STUCCO WRAP SIDING TRAN5ITION LAYER »2, FORTIFIBER � WOOD 5HEATHING UILDING PAPERSIDING WRB LAYER *2, 1=ORTIFI5ER '' 1 WOOD SHEATHINGS T WRB L,4r;=R I, BUILDING PAPER I # WINDOW FRAME r` STUCCO WRAP METAL LATH -----------------------•--- ------ ----- ----............... ------••---..................... / BUILDINGS PAPER THICK, 3 COAT CEMENT I WRB L WRB LAYER *I, �! � WRB LAVER *2, F0RTI;=IBER st �, stucco u�RAP I PLASTER+ BUILDING PAPER E-z BEAD VINYL CASING (W/3/8" FLEXIBLE PVC BACKER ROD) 6 "SELF -ADHERING --- METAL LATH CASING BEAD ..... FLASHING , ) �— 6" SELF-ADHEREING ,..IXPLODI=D s TI-41CK, 3 GOAT CEMENT FLASHING OR PEEL STICK VINYAL ANGLED VIEW FOR PLASTER CASING BEAD ICLARITY) SIDING TO STUCCO WRB LAYER *1, STUCCO WRAP, ` WRAPPED AROUND FRAMING \1 ') CASING AD MEMBER 4" \ 6" SELF ADHESIVE FLASHING DRIP CAP - `'�. (CROSS SECTION) - WRB LAYER *i, - %''� _ Y WOOD SHEATHING I WINDOW FLANGE 2X FRA STUCCO WRAP MINds MEMBER DETAIL BELOW EXPLODED WY,70D CONSTfaJGTION VIN,-AL ANGLE .' BEYOND �'� FOR CLARITY ' \CASING BEAD ; °: ; WOOD SHEATHING `.� \ WEATF-IER RESISTIVE .� Ll BARRIER '1 i WRB LAYER *2, FORTIFIBER _- BUILDING WEARRIeRRESISTIVE \^```--------------------------------------- --------------------- / / METAL LATH — I .�� I Wi6YL�aPSIDING— I // \ II / I LIf HERING---------------------------------------- - ----------------------------------------------- \ ; 6' SELF -ADHERING / " $" THICK, 3 COAT CEMENT ` " THIC< 3 COA i CEMENT �� j FLASHING L WEATHER RESISTIVE �4 �— PLASTER ,� ' I' l �v \ BARRIER CAS! �� �� PLASTER V .V 1 STARTER STRIP / WEATHER RESISTIVE r 6"SELF-ADHERING \ 1 ; / \ BARRIER02 ; SEALANT �ti� U1 -- METAL LATHE \\ FLASHING " �o Do NOT CAULK I \ 6" SELF -ADHERING ` �� ; SEAL OPENING / / FLASHING GAL TaL 'V '' zGaFL D1MTaL W Y *2, FORTIFIBER DRIP CAP — ��., NG Z D41 NOT CAULK OR i D /PER -'' SEAL OPENING WINDOW FRAME , - - MM�aT�D� — D SHEATHING � WINDOW FLANCzE CASING BEAD (P WINDOW I X:° / I Ya' X 6' SIMULATED WOOD TRIM MEMBER (FRAME, W /BAND) \ \� / SEAL GAP OR A IPPROWVED SEALANT•- �5C STUCCO CASIW4 MAD i �- SIDING TO STUCCO I WRa LAYER *I; STUCCO WRAP (4) BLOCK TO FRAME NOTE: WOOD S�4E 4TI�INC� IF SIP SHEATHINCz SYSTEM Is TRANSITION ' INSTALLED, PLEASE SEE 19 / 6" WIDE PEEL STICK MANUFACTURERS OVER FLANGE INSTALLATION PROCEDURE=S WINDOW FLANGE � I METAL LATE-4 NOTE: E-Z BEAD VINYL CASING METAL LATE-4: LATI-4 TO RE PER F5C I (W/3/5" FLEXIBLE PVC BACKER ROD) I WRB LATER *I, i<703.6.1 / 45Tt 1 C-547-0% MIN. 2B LBS. 2X MEMBING a 1.000D Sd��1INC PER 5Q. YARD (UTILITY OR NOMINAL APPLY FULL BED OF SEALANT BETWEEN STUCCO WRAP LATE-4 DOES NOT MEET SPEGFIGATION5) \ APPLY 4 BUILDING WRAP ' BUILDING �" WRB LAVER *2, FORTIFIBER WRAP BUILDING PAPER -'`_ '� WOODcortsTl;LcrloN SE41NC$ BRING WOOD SHEATHING PLASHING 1" TI-41CK, 3 COAT CEMENT I S UCCO �.U� � WEATHER REslsri� 8 WEATHER RESISTIVE PLASTER ' BARRIER ' WEATHER RESfSTfvE //Y \ 6' M I ABOVE TOP EZ �{ �� WINDOW (� II II pp } I� BARRIER M2 / \\ Z' LASHINGS 1 ! CASING X I ?C W�� � I\ 6 FOFT IF 15EfR W%6 RYEAL P SIDINCs /// I 16A ' E5U1LDINCa Py4P / ATHERRESISTIVE VINYL ANGLED = ' 6' SELF-APHERING , BARRIER "I FLASHINCs ? \\ / BAA�ER �SISTIVE CASING BEAD t%- IETAL L At � STARTER STRIP / \\ � / VV VINYL CASING BEAD �`� .i o T c K I ► `I z" FLASHIIrN�TGaL OPENING DO NOT CAULK OR IDC II T141C , 3 O,A7 CE1 ENT T. / SEAL OPENING (EXPLODED 8 GALMETAL WEATHER RESISTIVE VIEf LEGEND W FOR LAeTEIR 'z' FLASHING BARRIER "1 TO LAP L�X 6' SIMULATED ( 6" MIN. ABOVE TOP CLARITY) Op TRIM ME R OP '2" FLASHINs xE zE vN IY' X 6' SIMULATED DRAINAGE PLANE (WRB (Wl9i' FLEXIBLE \ / WOOD TRIM MEMBER BACKER ROD) \ / SEEP -ADHERING LAYER STUCCO WRAP) FIL HERING \ I I PLASu1NG WRB LAYER *2 (FORTIFIBER — — — Er=TpE\\AVELKI acNASTR RA PRO:) SEALANT BUILDING PAPER) WEATHER RESISTIVE WEATHER RESISTIVE BARRIER M x—X—X—X CASING ASING BEAD @) DAIS ED BARRIER" METAL LATH WEATHER RESISTIVE E-T BEAD VINYL CASING BARRIER n BACKER R=) PVC STUCCO ]BAND F RAME) SIDING TO STUCCO WEATHER RESISTIVE 1 7 BARRIER *z SCALE: i 1/2"=1'-m" ® FRAME TO FRAME oRIWOOD�SITEr�sYSTN�-rGi � SITION (INSTALLED PER M�ANUF. SPECS.) @_TR�SELF-ADHESIVE FLAS+4INCH A R C H I T PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F r4 w 9 0. R q F A x AFiCHITECT: STATE OF FLORA MAY 09 DATA �/2/16 OC 1/4"=1'-0" RLE Copy A R C H I T E TEMPORARILY FOLD -UP : SEC HOU8EWRAP(0 CUT HOUSEWPAP ,\ TUCK FLAP UNG AT 45' ANGLE at HEAD P10DIFIEp 11, CUT IN 40k4MWRAP LINE OF WINDOW OPENING FOLD HOUSEW \\ IN AT JAMBS 1 1 APPROVED HOUSEWRAP OVER SHEATHING OVER Wp STUD WALL SLOPE SILL R STEP 1 INSTALL 6' SELF-ApHE FLASHING C JAB FL, EXTEND FL 1' VELOW 8 FLP(IBLE I DO NOT SE F* NSTALL 6' 3ELF-ADHE 'LASHING C ANYL 44EAI ;LASHING ( CAMS) NAIL :LANGE :XTEND SELF-ADHE LASHING I' BEYOND Jo =LASHING NSTALL VIP :AP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI FLASHING AT THE 1PPLY 4' NOM.— :ONTINUOUS DEAD 2F SEALANT AT AMBS AND HEAD of 1PPLY TO BACK OF JINDOW NAILING LANGE IN LINE W/ 'RE -PUNCHED IOLES OR SLOTS. STEP 4 FOLp HOUSEWQAP DOWN < TAPE DIAGONAL CUT 4 ACROSS HEAD OF WINDOW STEP 8 INSTALL W WIDE ADIdESIVE BACKED FLEXIBLE F�-ASAN MATERIAL OVER DRIP CAP JOINT (PROTECTO-w*AP 5T-20XL or EOWY) -WINDOW FLASHING INSTALLATION DETAILS 2 (FULL WRAP } SGALE: NTS NOTE f=LEA5E eEE INeTALLATICN INSTALL aND MANUFAC WRITTEN INSTRUGI Y 4NE NG 71NT I. IT IIS THE CONTACTOR6 R56PONSI5I1-TY tO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SEILF-ADHERING FLASHING MATERIALS USED bURING CONSTRUCTION. 2. INSTALL ALL MATERIALS MR MANUFACTURERS WRITTEN SPECIFICATIONS IWARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATI51-E. .N AND SEAL JAMS TO SILL JOINTS WITH 1133 FOLLOWING COMIOLETION OF RIOR RETROFIT W01X NOTE: REPAIR SCHEME SHOLLN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F Fq h W U W O 0. V A F A F SUDS V. aC LOT: CREEKSIDE LOT 104 PRO"WT# 04321.000 �EODRCe 4EAB "1672-ARIA" GARAGM ewn"i. RIGHT PAQM WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT STATE OF FLORDA MAY p g X17 DATM _ /2/16 ICAN AtEcopr 2x& SUB-BANDD W/1 "x4" NOTCH -0 END, WRAPPED PEEL 4 STICK DRIP EDGE -1/5" TEXTURED 1=1NI6H a WOOD %" TEXTURED FIN15H G CMu IN I\ I\ I\ I\ I \ I \ I \ METAL 1=A5CIA \ WRAP Yell FROM \ STUCCO, 1" FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE- NOTCH FOR 2X& SUB BAND ONL'I' IN METAL FA 2X6 5U5 I —ROOF KICK OUT REMOVED \\ FOR CLARITY —ROOF DECK (BEYOND) � ,DRIP EDGE, 1" OFF WALL KNOT INTO STUCCO) ems" 3-COAT PLASTER �- 2x6 SUB -BAND W/1"x4" NOTCH c END, WRAPPED IN FEEL 4 STICK METAL FASCIA WRAF I" O>-= WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/5" TEXTURED FINISH o WOOD METAL LATH WOOD SHEATHING UUR5 LAYER 01, STUCCO WRAF' WR5 LAYER 02, FORTIFI5ER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIF SHEATHINC PLEASE SEE MA PROCEDURES FRE-ENG'D TRUSS TO BE CUT -s WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -O° SCABBED TO TRU55 W/126 NAILS (o"-8" O.C. MAX. 2x 5U5-5AND W/IY"x40 NOTCH -a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR Ct lU) SUB BAND DETAIL C SUB BAND DETAIL C9) WALL . W/KICK—OUT to FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OE COMPONENTS) METAL FLA54NG, WRAFFED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/ly"x4" NOTCH e END, WRAFP5:D IN FEEL 4 5TICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FL,45HING I=ELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMFONENT5) METAL FLASHING, WRAPFED MIN. 4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1Y"x4" NOTCH 'a END, WRAPPED IN FEEL E STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A R C M I T F T T S •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F rq w Q U w o ' F cq cq a F a F: 181JH�JIV. Qe LflT: CREEKSIDE LOT 104 PR0m=T# 04321.000 4EAB 1672- ARIA" GAR&GIC BMWO: RIGHT PAGr: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MY092V ATs.✓ 12 /2 /16 SCAL&% 1/4"=1'-0" 1 -------------------------------- f I I I I I I I I I I I I I I I I I I I I I I I I V M w. (ALTERNATE LOCATION) LAYOUT 1 OPT. O�IINER'S ---------------- I I I I I I I I I I I I I I i I I I i I I \ BATH ------------------- I I nOPT. LARGE LIVING ROOM PLAN ARIA EQUIPMENT SCHEDULE 2.5 TON MFG CARRIDk C.U. 25HBCSIOA A.H.0 FV4CN(R,F)005 HEAT 5KW SEER 16 SEER lE 2.S TO TOTALCAP :9000 ELECTRIC 208/230/1PH BRKR C.U.30 A.H.0 35 REF LINES 3/4" & 3/8" w U W 0 a w �a F 4 E: ti SUHDIV. 8e LOT: PROJECT# MO DEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: H VAC LAYOUT PLAN PRINT DATE: 09 06 16 SCALE: 1 /4"=1' — 0" SHEET