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Home My WebLink AboutApproved PlansA R C H I T E C T S __ • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: 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: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 I PLAN REVIEW DATE I CHECKED BY: 1. 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS • FLORIDA BUILDING CODE, RESIDENTIAL, ABV. ABOVE LAV. 5TH EDITION (2014) A/C AM CONDITIONING LUM. A. ADIUSTA. M.C. • ALL LOCAL AND STATE CODES ALLTT ALTERNATTEt M. AMP. AMPERAGR MIN. • OCCUPANCY - RESIDENTIAL, GROUP R3 BD. BOARD MTD. CL CENTER LINE N'PL. • CONSTRUCTION TYPE - VB CAB. CABINET N.T.S. • MIN. IIQTERIOR FINISH - CLASS B CIL. CEILING O.C. • BASIC WIND SPEED - Vult=160 MPH CLR. CLEAR PL P.B. Vasd-124 MPH CONC. CPT. CONCRETE CARPET PH. • EXPOSURE - C C.T. CERAMIC TILE ?LT. • 1-STORY RESIDENCE - D. DBL DRYER DOUBLE PLYWD' P • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL D.G. DUAL GLARED P.T.T AND STATE CODES DIA. DIAMETER R. DIM. DIMENSION RAD. DISP. DISPOSAL R.A.G. DP. DEEP REF. DR. DOOR RM. D.S. DOWNSPOUT R.O. DTL. DETAIL S.D. D.W. DISHWASHER S.H. EA. EQ.A. EACH ELEVATION EQUAL MT. SQ.FT. CALCS EXH. EXHAUST SUL EXT. EXTERIOR SL. F.G./FX . FIXED GLASS SL. GL. F.G. FUEL GAS STD, FIN. FINISH SWS FIR. FLOOR FLUOR. FLUORESCENT SC LIVING 1168 50. 1=T, FR. DR, FRENCH DOOR Tom• FOOTING GARAGE 432 50.1=T. GA. GA. GAUGE T.O.C. ENTRY 38 50.1=T. GAR. GARAGE T.O.P. LANAI W 50. 1=T. GAR. DISP. GARBAGE DISPOSAL T.O.S. G.F.I. GROUND -FAULT CIRCUIT TYP- TOTAL 2318 50.1=T. INTERRUPTER U.N.O. GL, GLASS GYP. BD. GYPSUM BOARD V.P. H.B. HOSE BIB W. H.C. HOLLOW CORE W/ HDR. HEADER WD. HGT, OR HT HEIGHT WDW. INSUL. INSULATION W/H INT. INTERIOR W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SI EI AR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION SOLID CORE TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON REVISIONS I INDEX OF DRAWINGS REV. DATE DESCRIPTION I SHEET # DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES PG I ION PLAN PLAN a `�Izyulli 9'q EEC PG lA-DOWELD LAN ` PG 1B-LINTEL SCHEDULE PG 1B.1-SAFE LOAD TABLES PG 2 -FLOOR PLAN THESE PLANS AND ALL PROPOSED PG 3C-ELEVATIONS WORK ARE SUBJECT TO ANY CORRECTIONS PG 3C.2-WALL ASSEMBLY REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN PG 4C-FRAMING PLAN ORDER To COMPLYWITH ALL APPLICABLE CODES, PG 4.3-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG 6-HVAC PLAN PG Dl-FOUNDATION DETAILS/SECTIONS PG D2-1-STORY WALL SECTIONS & NOTES 'm L48m88H*A PG D3-2-STORY WALL SECTIONS U FAMM MDWIOOCOMPUAN WIT'N F IC II NINY CODE MuBT PG D4-MISC. DETAILS R MNNONALL000FISANDVWNDC PG D5-PRODUCT APPROVAL AFIDAVIT UNTIL INIPECTI0NOARE APPROVI PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS CONCEALED FASTENERS OR ATTACHMENT PG WA4-WALL ASSEMBLY DETAILS ARE THE RESPONSIBILITY OF THE PG WA5-WALL ASSEMBLY DETAILS CONTRACTOR OF RECORD ST. LLCIICOLWY BLILDLVG D SION REVIEVI'ED FOR C TAN REVIER'ED B ' DATE PLANS kPERV41 lfUST BE PT ON JOB OR NO INSPECTION WILL BE N4ADE. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h W W v ti 4 A F A F x w 0 cq x 0 v ev�iv a rr�r: CREEKSIDE EXPRESS LOT #84 P 04R321000 260Ds c 4EAB "1672— ARIA" C.ARAGZ 81rn4 -. LEFT PAO& COVER PAGE 160 MPH EXP. C MEL.BOURNE AFICHITECT- STATE OF ELORI©A nA T` 11/17/16 9CALM 1/4"=l'-O" c l OOA L 11. 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 ARE AS FOLLOWS, A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 IL ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 I. `MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED IL EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VOLT=160 MPH, VASD=124 MPH C 0.86 ±0.18 I I F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, 'ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301:2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED, 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL. FOR ALL SIMILAR C�DITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.1.2. 12, THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 2D INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1, GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SE-F-CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE 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 C GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPP014TING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OFF 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 'A THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACT 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 PERALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF 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'/". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb = 1,100 PSI Fv = 175 PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 518" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10, FLOOR SHEATHING SHALL BE APA RATED'/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11, WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12: MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. 13: PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 6060R WITH 14: TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL PROVISIONS OF TMS 402 / ACI 53f� / ASCE 5. 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 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD CONSTRUCTION. SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD,LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360 DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN INCH AND NOT MORE THAN 3/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 11 THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR FOR MORTAR JOINT THICKNESS TOLERANCES, PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS F(aR GROUT FOR MASONRY, OR 2500 PSI PEA 18, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 10, 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 F1900 FITTINGS. 3: CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 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 FORSTRUCTURAL 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 VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. ENT STACKS 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OFYHE 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 W1.4 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 12". 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 EXTERIOR FINISHES 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND 1, WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER HOOK AT ENDS. STAGGER SPLIQES AT LEAST 25" WHEREVER POSSIBLE. PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 2: STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" ASTM-C1063-12a. B. CONCRETE EXPOSED TO EARTH OR WEATHER: 3: LATH & ACCESORIES PER ASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT I. #5, W31 OR D31 AND SMALLER 2" LIMITED TO: C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS I. #11 AND SMALLER 3/° "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS D. BEAMS, COLUMNS: PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS I. PRIMARY REINFORCEMENT, TIES; STIRRUPS, SPIRALS 1' 2 WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS APPROVAL OF THE ARCHITECT. WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 1 1A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) TIMBER 2-STORY GYPSUM BOARD 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 1. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE B. NATIONAL FOREST PRODUCTS ASSOCIATION: ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. ('PER MANUFACTURER'S SPECIFICATIONS) . A R C H IT E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PM: 407-77"078 FAX: 407-7744078 www.abdesWgroup.com AA #: 0003325 F q w 0 q F x 0 CQ 0 U +B A LiOT. CREEKSIDE EXPRESS LOT #84 1 0eac 000 �=t1 4EAB "1f72-ARIA" A &AGM ss!'R N43P: LEFT PAQ� GENERAL NOTES 160 MPH EXP. C 11/17 16 OCALM 1/4-=1'-0" LAN WR I 11 2 38'-8" 10'-0„ 4'_2 4 -211 24'X24"XI2' 4 DI GONG. PAD W/3-s BARS _ E.W. ON 3' �" CHAIRS MIN, A 4" CONIC 3' COVER 0 SLAB (TYP. 2) I _ (L 411 I 4 �� r8 NC 4 DI Na E)B (�_\ Its 1 I DI EXTEND END OF Pvc. CHASE UP 12' ABOVE pl 3 1/2' I TYP. CO . GONG. PAD \\\\ DI R IE IDI/2 DI ■ \ FIN. CONIC. SLAB �1 ■ I \\ DI I ■ " \\ \�\ F I 4" CONC., REINF. W/ 6°x6" ■ p W1.4Xw1.4 WWM ON ro-MIL POLY- ■ \ - J ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN r✓ �� \\ FILL TERMITE TREATMENT SMALL l l II \\ Z ILL J BE BORA-CARE-�_ \\ � PVC CHASE Luc} \ \ l FOR ELEC. TO lau rt \ \ If ISLAND ■ L-011 �_� I I LAV. A I KITCHEN SINK W/ AUTO VENT 2' V.T.R. I 2" 1/2 I I/2"-�,I 11 I I/2 2� I I/2° ---- �I 1/2" I I 2 LUG. 1 WASHER LA 351\ I S14wR V LAV. 2" V.T.R. I I/2� 2 � I I I/2'^�,� • r I 11/211 11/2"� 2' I I 1 I TUB 1 LAVI I I 2" 3" TO 3" 4.1 MAIN PLUMBING R1S]EP DIAGRAM[ II�J III aim I to II p II N L---1n { LAV. r--� °W p11 ■ II \ III / 10) I' EXTEND ��.�. oQ i 2; 7 ■ I'36"x60, `�� to T SLAs I In° VL' ' SHLUR. PAN 1 L _ I -r ( WH1 I,'—C t 211 �� 1 ■ �3 -� D I I 1� I. BOLLARD * B I LAv. 1 I I AS REQ. PER N (V l BLDG. CODEIsa 2X6 ■ I 20'-8" 10'-7' 2'-9' 2'-9' EXTEND SLAB 1 1/2" -3 I/2 s D1 I ■■ ■■ I I I 1 - DI I -� 1�„ EXTEND WALL I ■ $ ■ m'-m" ELEV. PTG. UNDER Lull I ENTRY COLS. I I FIN. CONC. SLAB Col 8 SL AB DI DI FOUNDATION PLAN 2'-8° 1�'-0" �' 2'-2- 4'-4" -2'� 9' - 2 ° 8'-8" im' -1lD° NOTES: 1 - VERIFY CONDENSER PAD LOCATION Wftl4 SITE PLAN - FLOOR ELEVATIONS AT REOLIRED ECzRESS DOOR SMALL MEET PROVISION OF R3113.1 OF THE FBCR 5TH EDITION (2014) SECURE STRAP TO UNIT W/ (2) "Sxl 1/4 SHT MTL SCREWS SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONC. W/ (2)-3/16"X4" TAP -CONS SLAB A/C CONNECTION TO DAD DETAIL NOTE: MAIN GONE). DRAIN 3/4" DIA. OVER HEAD w 12" FROM STRUCTURE AIINITEGTS a Deolnc.n Grout 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www. .cvm AA #: 0003325 F rq h w W 1. F 4 W A Ewv C 8LT8,DiP. de LOT: CREEKSIDE EXPRESS LOT #84 1- 043 1 000 mos"m 4EAB "1672- ARIA" LEFT PAGE FOUNDATION PLAN 160 MPH EXP. C MELBOURNE ARCFHTECT STATE OF Fill nP 11/17/16 SCAT 1 /4" =1' - o" BIt�'I' ARC MI ITECTS N i f i cv i i (b� cv i tli m DOWEL PLAN Design GrouFrnc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd+esigngroup.com AA #: 0003325 h W h U W O Q ti V O F A F; IJ �6��'9 ,�rr*�P9 • 8 m �. LOT: CREEKSIDE EXPRESS LOT #84 Pnojz=T# 04321.000 �soaa� 4EAB "16"72—ARIA" GAR,AQS OWING: LEFT PAQMk DOWEL PLAN 160 MPH EXP. C MELBOURNE ARCHITECT- STATE OF FLCRIDA n 4�- F 11/17/16 1/4"=1'-0 " 1A COA` I N 0 L-2 L-20 (2) 3052 -SP EGRESS (2) 3052-SN 10fell►i!_I ROOM OWNER'S 8'-a" CLG SUITE a' -a' CLG. W.I.C. 8'-8" CLG. O BATH a'_a" CLG. i oe I I I I L_ -J r--� as I I IL I I L-----I GARAGE; 8'-a" CLa. 16' -0"X-7' L-1 r: KITCHEN 8'-a' CLG. ON 3065 W/ 36'XI0" FOYER 8' -8' CLG. LANAI LIVING ROOM 8'-8' CLG. BDRM. 3 8'-8" CLG. BATH 2 I I 8'-8" CLG. II 0 II 0 �1 II U BDRM.#2 8'-8' CLG. (2) 3052-514 EGRESS ■ CL-- 4^ZT-4.neTle LINTEL SCHEDULE LINTEL NO. LENGTF4 TYPE COMMENT5 L I I T'-4' 8F28-15/IT L 2 1140" 8FI6-15/IT L 3 - - NOT USED L 4 5'-4" SF16-15/IT L 5 - - NOT USED L 6 4'-6' 5F16-05/IT L 4'-6' SF5-15AT A5V. DOOR ASSEM51-7, 5TM. ® V-0 SCHEDULE NOTE: THE LINTELS MAY 5E SU55TITUTEP UJITN LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED A R C M I T E C T S 1441 N. RORNALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 mon.abdesigngroup.com AA #: 0003325 F rq 0 0. A F F ti mc JEXPRESS a k IDESS400RIA" nwa. LINTEL SCHEDULE 160 MPH EXP. C MELBOURNE I DAM 11/17/16 MICALM 1/4"=1'-0" STD!' IB ,c►, cOA &AFE LCAZ�) T4 L S FOR GRAVITY, UPLIFT k LATERAL LOADS 8" PRECAST 4 PRESTRESSED U-LINTELS T� PE L NC Ti-I Sub 8F8-0i3 EFI2-05 16-0 20-0 24-0 28-0 32-0 SFS-IB 8FI2-I5 SF16-I5 W20-I5 OF24-15 SF26-I5 8F32-15 2'-10" (34") IPREGA5T 2302 3166 4413N4681B 1526 9004 10412 11936 3166 4413 1526 W04 10412 11936 3'-6" (42") PRECAST 23(l�2 3136 3311 6001 1318630 9941 316(o 4413 -526 9004 10472 11936 4'-0" (48") PRECAST 2029 2325 2496 4438 5410 6384 1358 4413 1526 W04 10412 M336 4'-(o"(54") PRECAST 1651 1181 1913 3403 4149 4896 5644 2110 4021 6039 1526 W04 10412 9668 5'-4" (64") PRECAST 1154 1223 1301 1809 2311 2826 3336 3846 1665 288E 5051 6096 5400 6424 1450 5'-10"(10") PRECAST 912 1000 1059 1474 I889 2304 2121 3131 1459 2464 4144 545E 4431 52W 9;122 6'-(o" (18") PRECAST 931 1255 2101 3263 2746 3356 3911 4565 1255 2101 3396 5260 1134 8995 6890 1'-6" (90") PRECAST obi 1029 1615 2385 1994 2439 2656 3333 102E 1615 2610 3839 5596 6613 5041 9'-4" (112") PRECAST 513 632 104E 1469 1210 1462 1154 2021 766 1212 1818 2544 3469 4030 3121 10'-6"(126") PRECAST 456 482 802 1125 915 1122 1325 1535 658 1025 1514 2081 2774 3130 2404 11'-4" (136") PRECAST 445 598 935 1365 1864 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 564 1254 1689 2074 1510 1516 555 864 1254 1693 2211 2632 35W 13'-4" 060") 1=REC45T 3(o2 421 126 1025 1331 1635 1224 1418 455 748 1016 1438 1555 2343 2920 l4'-0"(l(o8") PRECAST 33S 381 648 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-S" (116") PREStRESSEp N.R NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 (206")PRESTR555ED N.R. NR NR NR NR NR NR NR 310 530 950 1400 IWO 2200 2600 19'-4" C232"J PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4" C256") PRESTRE55Ep N.R NR NR NR NR NR NR NR 183 330 (010 940 1340 1180 2110 22'-0"(264")PRE5TR1=58ED N.R• NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 241-0'(288") PRESTRESSED N.R NR NR NR NR NR NR NR 130 240 410 120 1 1030 1350 1(010 8" PRECAST 4 PRESTRESSED U-L INTEL5 4^Wr04~M L� I L i F T LATERAL I6-IT 20-it 24-I SF28-IT SF32-It SUS SF8 16-2t 20-2 24-2 28-2 SF32-2T 2'-10" (34") PRECAST O21(E 4101 5332 6569 1811 9055 2021 2021 3981 5190 6401 1630 8851 3'-6" (42") PREGA57 3260 4231 5219 6204 7192 1251 1251 2215 3165 1 4125 5091 6061 7036 4'-0" (48") PRECAST 1818 1 1989 2832 1 3680 4532 3381 6245 930 938 1818T 1925 2150 3563 4422 5264 6110 4'-6" (54") PRECAST 1660 1762 2507 3251 4010 4191 5525 121 727 1660 1105 2435 3111 3913 4658 5406 5'-4" (64") PRECAST 1393« 1484 2110 2141 3315 4010 4646 505 505 1393 1437 2050 2610 3293 3920 4549 PRECAST 1212P 1351 IS30 2505 3054 3665 4241 418 418 1212 1 1315 1815 2441 3010 3583 4157 (0'-6° (70") PRECAST 1141• 1200 1133 2250 2169 3290 3812 1141 1182 1684 2152 2103 3216 3132 (90") PRECAST 959, 912 1415 1914 2354 2191 3240 591 11051 990 1029 1466 1901 2351 2191 3245 9'-4" (11211) PRECAST WI` (o12 SW 1269 1560 1652 2144 454 630 801 155 1192 1550 1910 2211 2634 101-6"02611) PRECAST 1190 498 793 1021 1261 1496 1131 396 493 116 611 1039 1389 Ilil 2034 2358 11'-4" (136") PR)=CAST 666 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 21W 12'-0" (144") PRECAST 601« 400 631 816 1001 1186 1312 340 494 631 486 515 1209 1514 1199 2086 13'-4" (160") PR�CA5T 500• 340 532 686 841 991 1153 302 398 513 409 682 1004 1361 1631 1891 14'-0"(168") PRECAST 316 493 935 118 922 1065 286 360 318 629 922 1254 1567 1816 14'-8" C116") PREStRESSEp E22 295 459 591 124 851 9� N.R. 357 352 582 852 1156 1491 1142 (184") PRESTRESSED 216 430 553 611 801 S25 N.R. 32-1 228 329 542 191 1012 1351 I(o16 Il'-4" (208")PRESTRESSED I88 236 361 464 567 610 714 N.R. 255 I88 216 44S 649 814 1121 1389 19'-4" (232") PRESTRESSED 165 207 313 401 490 578 (o67 N.R. 204 165 239 353 550 736 940 1160 21'-4" (256")PRESTRE65ED 145 156 216 356 433 512 590 N.R. 112 142 212 336 411 635 801 993 22'-0'(2641')PRE5TRE55Ep 140 180 268 343 418 493 568 R. 161 131 205 322 451 1 601 1 111 941 24'-0"(285')PRESTRESSED 121 165 244 312 1380 441 515 N.R. 135 124 186 290 408 1 538 1 680 833 •REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR S" PR€GA5T UJ/ 2" R€G€55 DOOR U-LINTELS 4^=644111116N fRAViT�*r TYPE :LFEN�TH SRU SW-6-0 OWIC-05 SRFI4- 8RFI8-0B SRF22-0 DW26-0 BW30-05 VIZ-6-1$ VWIO-15 SRN4-I5 SWID-15 SW22-15 SW26-15 8W30-18 4'-4" (52") PRECAST 1489 1551 1821 3053 3412 2982 4982 3954 6412 4929 1941 5904 9416 6880 10818 4'44?" (54') PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-8" (68")PRECAST 185 832 1153 1602 2162 1550 4014 2058 6412 2566 (o5lro 3015 5814 3585 6839 5'-10" (-1011) PRECAST 135 119 1103 1500 2051 1449 3811 1924 6412 2400 6516 2816 5450 3352 1 6411 (80°)1=RECAST 522 901 1617 2933 257(0 3223 3512 4522 901 1917 2933 4100 6130 811 6101 1'40" (9011) PRECAST fo(o5 161 1311 2252 1958 2451 2944 3439 164 1311 2329 3609 5492 6624 5132 (116") PRECAST 311 420 834 1253 1011 1342 1614 1886 535 928 1491 2119 2618 3595 2515 8" PRECAST LU/ 2" RECESS DOOR U-LINTELS Uf=LIFT LATERAL 'I�PE LEN�xTi-i SW6-IT MRF64T 8W10-IT 8RFI0-2T SW14-IT SW14-2T 8W18-IT 84qFI8-2T OW22-IT 9R=22-27 5R=26-it SW26-2 OW-30-I OW30-2 SRu SRF 4'-4" (52") PRECAST 1244 1513 2413 3260 4112 4961 51325 932 932 1244 1519 2339 3110 4008 4550 6696 4'-6" (B4") PRECAST 1192 1501 2311 3121 3931 4156 5511 853 963 1192 1 1455 2240 3036 3,531 4643 5453 5'-S" (68") PRECAST 924• 1112 1195 2423 3055 3989 4325 501 501 924 1132 1141 2351 2918 3603 4230 5'-10" Cl0') PRECAST 89(o• 1138 1742 2352 2965 3551 4198 4n°9 469 899 1099 1690 2286 2891 3491 4106 (0'-8" (80") PRECAST 118 882 1513 2042 2513 3101 3642 530 1100 118 956 1468 1981 2509 5035 3563 �'-6" (90")PRECAST 688 691 1325 1810 2280 2153 3221 110 941 688 849 1302 1762 2225 2690 3151 9'-8" (11611) PRECAST 533* 433 508 1123 1413 1704 1995 1 516 614 533 521 1009 1369 1726 20W 2450 PREDUcE VALUE BY 15% FOR GRADE 40 FIELD REBAR 05 RE BAR AT TOP MIN. (1) REQ'D I-I/2" CLEAR ��'i= bSICNTfON Q ... F = FILLED WIT14 GROUT / U = UNFILLED 0 W C.M.U. QUANTITY OF "5 REBAR AT - A BOTTOM OF LINTEL CAVITY z Ln 0 ° ° GROUT - �p "5 RE -BAR At BOTTOM • • OF LINTEL CAVITY NOMINAL WiDTP L QUANTITY OF 05 BOTTOM REINFORCING NOMINAL PEIGPT REBAR AT TOP 7-5/8'ACTUAL PROVIDED IN LINTEL 8" NOMINAL WIDTP (VARIES) 5APE LOAD TABLE NOTES 1 IATPRIALe GEN fRAL NOTES I. All values based on minimum 4" bearing. Exception: Safe loads for unfilled 1. f'c recast lintels = 3500 psi. I. Provide full mortar head and bed Joints. lintels must be reduced by 205o -IF bearing length is less than 6-1/2". p p 2. Shore Filled lintels as required. Safe loads for all recessed lintels based on 8 nominal bearing. 2. f'c prestressed lintels = (0000 psi. �, 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. =Not Rated. 3. f c grout = 3000 psi w/ maximum 3/8 aggregate. 4.. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. 4. Concrete masonry units (CMU) per A5TM C90 w/ 4. Safe loads based on grade 40 or race 60 field rebar. minimum net area compressive strength = iSOO psi. vertical cell reinforcing and grouting. g g 5. Rebar provided in precast lintel per ASTM A615 C-�R60. 5. All lintels meet or exceed L/360 vertical deflection, except lintels I-I'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per in p cas GR40 or CASTM longer with a nominal height of 8" meet or exceed L/180. addional reinforced masonry above the precast lintel. 6. Prestressing strand per 5 G A416 grade 6. l5ottom Field added rebar to be located at the bottom of the Ifntel cavity. (o. One 01 rebar may be substituted for two 05 rebars in 8" lintels only. 210 low relaxation. 1 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 1" The designer may evaluate concentrated loads from the safe load tables by 1. 2/32 wire per A5TM A510. 8. Gast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. calculating the maximum resisting moment and shear at d-away from the face of support. 8. Mortar per A5TM C270 type M or 5. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 g, For composite lintel heights not shown, use safe load From next lower height. 9. ,All safe loads in units of pounds per linear foot. ARC HITECTS 1 N. RONALD REAGAN BLVD LONGWWOOD, FL 32750 PM: 407-774-6078 FAX: 407-7744078 www.abdes pgrowp.com AA #: 0=3325 F �w W a 4 h A .,, S'CTH�IP. A! LaT. CREEKSIDE EXPRESS LOT #84 043,21. 4EAB "1572-ARIA„ QARAOR �91�LL�ii: LEFT PAO& SAFE LOAD TABLE 160 MPH EXP. C MELBOURNE 11 /17 /16 I QCALM 1/4" V-0" 1B.? coA EXTERIOR MASONRY WALL BRCS. HEIGHTS SQ.FT. CALL. S LIvING 1768 so. FT. GARAGE 432 SQ. FT. ENTRY 38 50. FT. LANAI 80 SQ. FT. TOTAL 2318 SQ. FT. COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPORK FOR 3 SECOND OIM OPENNM AND TYPE IMIIIE FOOTAGE ZONE 160 MPH WIND (wl) RElaawcs MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 16010 O.H.D. 112 5 282/-31.5 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = ± 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PER HAVE BEEN MODIFIED PER FBCR 612.2 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COIi�ROI DATE 0711 t�l CaARCH �a 0 r OOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID TURN PLENUM AND RETURN AIR GRILLE. NOENSER PAD LOCATION WITH SITE PLAN. )R ASSEMBLY TO 5E THERMA-TRU EIIBERSLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE (R302.5.1) F5CR 5TH ED. (2014). A R C N I T E C T S fupinc. 1441 N. RONALD REAGAN BLVD. LONGWVOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrowp.com AA #: 0003325 W U W 0 F g U3 w C F A rs u CREEKSIDE EXPRESS LOT #84 PROJB=T# 043 1.000 MODZN U 4EAB "1672— ARIA" c�wRwG'I swgrG: LEFT PA & FLOOR PLAN 160 MPH EXP. C XELBOAURNE ARCHITECT. STATE CIF FLORIDA 10,, DATO 11 /17 /16 SCAM 1/4"=1'-0" 11 too 4-I5'-8' SLDG. HGT. ,�k _ 4" RAISED BAND oPt. coacH L IGHT Q 9 C� 0-0" FIN. FLR A&. - - I8'-8" SRG. HGT. - I1-011 1 0'-0" FIN. FLR HCxT, _ik_ v-0 0'-0' FIN. FLR 1 - SHINGLE ROOF FOAM DRAIN tILE:S 4" RAISED SAND a BRCS. PGT. 8'-8° 5R3. PG' 16 °X62' DECORATIVE -T SHUTTER 4" RAISED TFH y BAND (TYPJ EJIE�- — - - - _ 0'-0' FIN. FLR. 0'-0" FIN. FLR FRONT ELEVATION TEXTURED FINISH II OFF RIDGE VENT OFF RIDGE VENT 12 (C - � (ti r — — — — LEFT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE: VENT RIGHT TEXTURED FINISH ELEVATION TEXTURED FINISH OFF RIDGE VENT ELEVATION J 8'-8" BRG. T. 0'-0' FIN. FLR J 8'-8" 5RG. HGT. oL 0'-0" FIN. FLR 8'-8" SRG. HGT. 0'-0" FIN. FLR 1 AREA OF ATTIC = 2235 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2235 /300 = 7.45 VENTILATION AREA XSQ. INCHES PER FT. (144) = 1072.8 SQ. IN. MIN. REQUIRED VENTILATION = .-SX 1072.8 IN UPPER PORTION OF ATTIC = 536.4 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 536.4 /115 TOTAL#OFVENTSREQUIRED = 4.66435 TOTAL#OFVENTSPROVIDED = 5 *AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) All I, Ta 6_/ C10.1 PDE AIL A R C H I T E C T S un 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W pq �1 0 F a U rol F sus=v. a M. CREEKSIDE EXPRESS LOT #84 � 04�32T1.000 MOD= 4EAB "1672-ARIA" GARAGM 8wn4a: LEFT PAGM ELEVATIONS 160 MPH EXP. C MELBOURNE ARCS -A -ECT STATE OF FLORDA �ll�yO A / rpluNT IN DATIM 11/17/16 GICALM 1/4"=1'-0" also= 3C OOA R'A3, `VVA3 I]1, TYP.I I I II II �1 "®N T ELEVATION LEFT ELEVATION }rA.F ■ TYP. i� RIGHT ELEVATION 1�h AID ELEVATION NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. ARCHITECTS -.AO ,V11 oup Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W h V W O 4 W A F F ti CREEKSIDE EXPRESS LOT #84 PmawTip 04321.000 womsud 4EAB "1672—ARIA" GARAOR BVING: LEFT Fifigim WALL ASSEMBLY 160 MPH EXP. C MELBOURNE 0 11/17/16 P 1/4"=1'-0" 3Co2 ARC H I T E C T S (2) 2XI2 BM. TO 6X6 POST (2) MOTA-24 t (1) 14TS-16 POST TO SLAB A5U66 (TYP. 2) ✓�' gi gi Gbh (2) 2X12_61. BJIL yII EJ3L Q BJIL nl lu 0 L02 m l b II x II N n HUC-410 C n BJI II II BJI gill II II l vl EJ7 fi,►. fY -1� I �e BJ3 m� BJ5 II II II II II II 411 d 4 �� BJ5 L AL G - 4SG _Lt A6 _ - - 11 A5 w O0 I - I- A4 U M A3 (3Q A2 II zU �I I Q On ® I Q IF� - I = _ ----- AIA- - 3 tu _-�17 AlA_ _ � �y SVz ��- o OU uQ - _ = I-- 2�4 f� _ = I A2 O IATTIC In_ _ —ACCESS = =III = - _ A_3 O � III - � @ A4 4U �AII I =u = — �� - ---- - - AD - p A6_ AaG Jr G > > tr,' LU Ul J = J3 T BJI gi gi 11 - - - - - - 52CsE CICzE - - IX4 DIAL. GABLE END HTM. CHORD BRACINCs B111111 s, SEE OTL. '4' TYP. SHEET 02 FRAMING PLAN RANEY 06/02/14 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 q w U w 4 0 F a q F c"oCaRaE�EKSID E EXPRESS LOT #84 PRCdCT# 043 1000 aV i� 4EAB 1672—ARIAGAR AQS owngo-. LEFT p RAMING PLAN U 0 MPH EXP. C-RANEY YELBOJURNE /❑ D T& 11/17/16 SCAtAk 1/4"=1'-C alco P 4C . 00P, in N V) ry O U a (AI W z Q CONNECTOR SCHEDULE CONTROL DATE: 01-05-17 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-I5 1625 (8) 10d x 1 1/2' I -PLY, ((P) 16d 2-PLY, (USP: Cl0) 106 X 1 1/2' - NO 166 OPTION) (2) META-16 1985 l2J HTA Ib-IS 2800 (10) 10d x 1 1/2" I -PLY, (USP: (10) led x 1 1/2') (I4) 16d 2-PLY (USP: NO Ibd OPTION) 2575 HETA-16 1810 HTA I6 1870 (9) led x 1 1/2' I -PLY, (5) Ibd 2-PLY USP: (10) 10d x 1 1/2', NO Ibd OPTION HETA-20 1810 44TA 20 1870 (9) 106 x 1 1/2' I -PLY, (8) 16d 2-PLY USP: (10) 10d x 1 1/2", NO Ibd OPTION (2) HETA-20 2035 (2) HTA-20 LUGT-2 3230 (10) 10d x 1 1/2" I -PLY USP: (10) 10d x 1 1/2" (I2) 16d 2-PLY (USP: NO I(Pd OPTION) 2500 1550 (7) - 114' x 2 1/4" TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (16) 10d LGT-2 2150 DETAL-20 2490 DHTA-20 MUGT HUGT-2 2430 (18) - 10d x 1 1/2, 1 PLY 4175 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD CUSP: (29) 106 TO WOOD) MGT + 3965 131W (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d) WGT-2 + 10980 HGT-3 + 10530 HUGT-3 9860 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), CI6) 10d TO WOOD (USP: WOOD (8) 10d) LGT3-SD82B 3285 LUGT-3 3525 (12) SDS I/4'x3' TO GIRDER, (4) 3/8' x W TITEN HD TO WALL (USP: GONG. (4) 3/8" X 5" WEDGE BOLT, WOOD (12) W525) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 10d x 1-1/2' (USP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT NO USP CONVERSION FOR SIMPSON (2) VGT) (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-SpS 1/4'X3" TO WOOD (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (32)-SDS 1/4"X3' / 2 PLY (2) VGT 7185 MTS-12 1000 MTW 12 1195 (14) IOd x 1 1/2' (USP: (14) 10d x 1 1/2', (14) 106) 14TS-16 1150 HTW 16 1260 (Ib) 10d x 1 IR' (USP: (I6) 10d x 1 1/2', (I6) I0d) HTS-20 1450 HTW 20 HTW 24 LSTA 12 LSTA 18 MSTA-18 MSTA-24 MSTA-30 1530 (24) 10d x 1 1/2" (USP: (24) 10d x 1 1/2", (20) 10d) 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2", (20) 10d) HTS-24 1450 930 (10) led u6p: (10) 10d LSTA-12 ++ 925 1235 (14) 10d UbP: (I4) 10d LSTA-18 ++ 1235 1310 (14) 10d U5P: (14) 10d MSTA-18 ++ 1315 1640 (18) 10d U$P: (IS) 10d MSTA-24 ++ 1640 2065 (22) 10d USP: (22) 10d MSTA-30 ++ 2050 M6TA-36 ++ 20DO MSTA-36 KSTI 236 2065 (26) 10d USP: (26) led 3890 (36) 10d x 1 1/2" USP: (36) 10d x 1 1/2" MSTI-36 3800 MSTI-48 5065 KTSI 240 LFTA 6 SPT 4 MP 34 HHCP Z RT 16A FWD 4A TDX 10 5140 (48) 10d x 1 1/2" USP: (48) 10d x 1 1/2" 1210 (8) Sd TO PLATES, (9) 8d TO STUDS (Ubp: (16) 8d x 1 1/21, CI(w) 8d) H6 950 945 (b) lod x 1 1/2' TO STUDS U5F': (6) 10d x 1 1/2' TO STUDS 5P4 885 390 (4) Sd x 1 1/2' TO BEAM, (4) Sd x 1 1/2' TO POST. USP; (4) Sd x 1 1/2" TO BEAM, (4) Sd x 1 1/2' TO POST. A34 395 8ID0 (12) led x 1 1/2' USP: (10) led x 1 1/2" TO TRUSS, (10) 10d X 1 1/2" TO PLATE HCP2 (v45 1380 (18) 10d x 11/2" USP: (9) 10d x 1 1/2" TO TRUSS, (8) led X 1 1/2' TO PLATE H10A 1140 5215 CI6)-SpS 1/4'x3' TO WOOD, (10)-606 I/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8" ATR MIN. 7" EMBED SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS VGT 4 HDU4 4940 1014ID (I6)-SDS 1/4"x3' TO WOOD, (W-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP: 7/8' ATR MIN. 7' EMBED SET IN HIGH STRENGTH EPDXY, (4) 7/6" THRU-BOLT$ VGT < HD78 4940 ABU 44Z 2200 6665 PAU 44 2535 6775 (1) 5/8, A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG, (12) 16d TO WOOD USP: SAME AS SIMI-SON ABU 66Z 2300 12000 PAU 66 2390 16005 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBEC.�.) IN GONG., (12)Ibd TO WOOD USP: SAME AS SIMPSON LTTI9 +++ 1340 LTS 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED:) IN GONG., M10cl TO WOOD USP: SAME AS SIMPSON LTT205 +++ 15" LTS 205 HTT45 HTT45 UPHD 11 11ID5 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG, (IO)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" 416ID (I) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBED,) IN GONG, (16) SDO10 X 11/2' (USP: e20) Ibd X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) IOd, (20) 10d x I-1/2', (20) Ibd x 2 I/2' 1 TT4. 4.455 BOOB (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EMBEDd IN CONC., (26) 16d X 2 I/2' CUSP: (20) I6d X 2-1/2') USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1- 1/2', (20) Ibd x 2 1/2, 1 TT5p �g0 143W (1) 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.J IN CONC., (24) SDS y4' x A' WOOD SCREWS (USP: (24) W53 WOOD SCREWS) HHDO11-608 2.5+ 11,810 HDZB MBHA 3.56/1115 6645 3475 5330 TDX 10 NFM35X12U 10140 2590 1130 (1) 7/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (3) 3/4, STUD BOLTS TO WOOD (USP: (4) 7/8' BOLTS) SIMPSON: (I) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 61D, EMBEDMENT) IN CMll. TOP, (I) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75' EMBEDMENT) IN C.M.U. FACE, (ISAOd TO BEAM USP: (U I/2" J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA 11-U RAMSET/FMDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. (I led AT J IST HUSG412 (WOOD) 3635 2660 (FLR) HU84121F 3060 2-110 (FLR) (10) 16d TO HEADER, (IO) Ibd TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) (IO) I@d TO (USP: (IS) I/4' 3' WS3 SCREWS, CIOJ I@d TO WOOD. HUC410 (CMU) 1800 4920 HM410 IF Hp210-21F HD210-31F LGUM26-2 1305 5000 (18) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, WOOD: x USP C20) 3/16' TAPPER+, (10) 106 TO WOOD 1305 5000 (18) 114' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 114' x 3' W63 SCREWS, (10) led TO WOOD. USP (20) 3/I6' TAPPER+, (10) 10d TO WOOD HUG210-2 (CMU) 1800 5085 1305 5000 (18) 1/4" x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) I06 TO WOOD: CUSP: (18) 114' x 3' W53 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) led TO WOOD HUC210-3 (CMU) 1800 5085 2125 6065 C4) 3/5' x 4" TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS 5CIEW5 TO WOOD, USFa !d) 3/8° X 4' WEDGE BOLT+t 183 WOODSCREWS LGUM26-2-SDS 1430 5595 HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 106 COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 1/2, NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7' A.T.R. = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS $TEFL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE CF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , "HIGH WIND -RESISTANT CONSTRUCTION F-C-14MCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SA6-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART 51NGLI= STORY APPLICATION SIZE CLEAR SPAN DBL 2 x ro DSL 2 x 8 DSL 2 x 10 DBL 2 x 12 UP TO 5'-4" 5'-4" TO 7'-0" 7'-0' TO 10"-0' 10'-0" AND OVER TUUO STORY APPLICATION DOUJN STAIRS CLEAR SPAN SIZE: DBL 2 x 6 DSL 2 x 8 DSL 2 x 10 DSL 2 x 12 UP TO 5'-0" 5'-0' TO 6'-4" 6'-4' TO W-O" 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8'-0. U.N.O. 4'-II 1/2" 7'-11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS I 2 AT EACH END OF HEADER 3 2 x 12 ("2 SYP) T/16" OSB NAIL (3) 126 • 6'-8" O.C. TYP. 2x12 BM. HDR. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774AO78 www.abdesigngroup.com AA #: 0003325 F W in, v W 0 Q, a h A F etreanr. a roT: CREEKSIDE EXPRESS LOT #84 P2110ju # 04321.000 moo" is 4EAB "1672-ARIA" GAR,AGN BMZKQ: LEFT PAGO CONNECTOR SCHEDULE 160 MPH EXP. C-Ffff U E O P p1%u4T 11/17/16 9CI►LM 1/4"=1'-0" 8I'IffiS//�T�j�-- II + 2 A R C H IT EC T S ELECTRICAL LEGEND SY-150L DEFINITION NOTES 125V OUTLET 20 AMP SNGLE POLE Ik'JV OUTLET 111 OUTLET IO OF OUTLET WILD TO sWltcu GFI IIOv OUTLET s-rI=RED WKs TAI FOUL CtN'iPER INTsls FAT I R`c815TAN7 TYPE) 220V OUTLET (4) WIRE CONNECTION WP WATERPROGP D rAAIRr r OUTL N SWITCH 63 SWITCH 3-WAY OP'ER. 64 SWITCH 4-WAY OPER. i i1 WALL MOUNTED �-o LIGHT CEILING LIGHT ` Q1 VP VAPOR PROOF RECESSED CAN �- WALL SCONCE PI+IE-WIRED VENT. FAN 1 Cl" PER SO. Fr. vENT. FAN W4-1GHt I CFM PER as Fr. (SPEs�'®Y I l 2-5UL5 WRAP AR�WJD 2' FLUORESCENT _ = u 4'FLUORESCENT 4' TRACK LIGHT p PANEL MEtER �^\ LSD/. BATi BACK-UP HnA?;QW T pMN/� a CKr DETEGTCR WALL MI)MCtoR BACK-UP SMOKE DETEGRDYRRE W/ V WAA ® S/GO CAMON MONOXIDE SMOKE DETECTOR BATT. BACK-uP uu HA!®WII� A D1- TN E 04ALL ME A DIST SHALL Gol'IHo 4' CF NOT LE98 THEN 4' L PENoaNr uGHr V NATURAL GAS MTLrT ` TELEPHONE JACK WATER HEATER ro eL vatFD DISGGW4ECT .-,., .. AIR CONDITIONING TV. I I TELEVISION JACK O I J-5Ox CEILING FAN/LICsHt IArGrARDAN W/DWX FLOOD LIGHT OFT. SECURITY KEYPAD P.S. PUSH-BUTTON FOR CHIMER U5B PORr NOTES: " LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO 5E VERIFIED G HOMEOWNER PRE -CONSTRUCTION MEETING. . ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 5TH EDITION (2014). * 20 AMP DEDICATED LAUNDRY CIRCUIT. t CsFI a ISLAND (NOT ON KITCHEN CIRCUIT) " DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL EATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 5TH EDITION (2014). o LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS " WIRING METHOD SHALL 5E NON METALLIC CAALE PER ELECTRICAL PROVISIONS OF F5CR 5TH ED (2014). " ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). EFFICIENCY) 2014, 5tH EDITION R404.1 METF-R FIELD VERIFY LOC. GOND� LUP 24 OWNER'S SUITE PRE-WIRI=D CLG FAN 24� \ W.I.C. 24—/v\24 L-7 25 0. _ BATH \ A/ 1 / I / 255 bI �VP�/ II G-4" I 23 T LANAI CEILING% MTD, L IGHT 30 TO 5E INSTALLED I PROVIDE 1 J-50x FOR, / OPT. FAN i Y 29 23 DR00M - —0t i C� 9 PRE -WIRED / / 30 CLCs r=AN S/CO / / CE LIVING ROOM I / I / I / I / CsFI PROVIDE 1/ s / 14-1 -\ D5L STUD 1 / Qul I EA. END 1 \ — JI I OF i ® I I KNEEWALL I 8 II I z �II WITCH IN II A51NET KITCHEN \\ CAI T( 9 L j l HOOD WIRE W/ 60 11� \ OUTLI= FOR fY \r-UTUFRE MICRO. 26 / -r! 29 a1 LAUN. 30 L g I J j1I 12 A CsFI LUH WH 6,8 — 1 {30iE�i / L--C- 5OLLARD AS REQ. WALL MOUNTED PER 5LDG. LIGHT W/SWITCI I IN / CODE ATTIC11 i 13 KEYLESS FIXTURE W BDRM. 3 Iru 26 [All ^ � 4 2 c� //PRE -WIRED 1 1 30 S CLG PAN �-( 29 3ID7�-C II I 7LA CGRAGE DOOR 1 111 III 1 �:� 130 S/GO 29 y4 30 29 \ I I -- FOYERI \ 29 /4 -/— IF -MQ26 I/ I CAI GARAGE s\ I I cr 31 ENTRY 13 \ �� OPT. \ COACH L IGsHT IRRIGATION OUTLET a 48" APF mm PROVIDE SQ-D "QO" PANEL LOAD CENTER OR EQUAL SERVICE 120/240V, 1PH, 3W MINIMUM BREAKER AIC 10K BUS RATING: 200 AMP SURFACE LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING CKTS LOAD DESCRIP110N BKR WIRE SIZE CKT, NU. WIRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 2 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 20 LAUNDRY RECEPTACLE GARAGE LIGHTS AND RECEPTACLES 20 GFCI 12 13 14 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE /CARBON MONOX. DETECTOR 2D AFC( 12 17 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 20 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES BREAKFAST ROOM 20 AFCI 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) DINING ROOM RECEPTACLE(S) 20 AFCI 12 23 24 12 15 AFCI MASTR SUITE LIGHTS AND RECEPTACLES TOILET ROOM RECEPTACLE(S) 20 AFCI 12 2526 14 15 AFCI BDRM. 13 LIGHTS AND RECEPTACLES BDRM. 12 LIGHTS AND RECEPTACLES 15 AFCI 14 2728 14 15 IRRIGATION CONTROLS GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 2930 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES SPARE 31 32 SPARE SPARE 33 34 SPARE SPARE 3536 SPARE SPARE 37 38 SPARE SPARE 1391401 SPARE NOTE A. CONFIRM BREAKER AND WIRE SIZES WITH EQUIPMENT PROVIDED. 2g B. WIRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN. C. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. D. PHONE & DATA WIRE TO BE CAT 5 E. CABLE N WIRE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. G. MAIN TO ALWAYS BE LOCATED NEXT TO METER. 21 BDRM. 2 P 5• FOR FaHIMES 3 (21 2 2-1PRE-WIRED CLG FAN 150 AMi= ELECTRICAL iRISEiR NOT TO SCALE. GENERAL. NOTES% A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014)(2014), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/rI4WN UNLESS NOTED OTHERWISE• POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARX- ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2'' DLA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY P(210R TO 51D. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE 4D2) HOUSE PLAN: MODEL "ARIA" LOAD INFORMATION VA 1672 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT 5016 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REFRIGERATOR 1200 1 ntRIGATION PUMP 2640 SUBTOTAL OF GENERAL LOAD 38056 FIRST 10 KVA OF GENERAL LOAD AT 10OX 10000 REMAINDER OF GENERAL LOAD AT 40% 25058 VA a .4 11222 TOTAL NET GENERAL LOAD 21222 3.5 TON HEAT PUMP (W/ 5XW EMERGENCY HEAT STRIP) 21 AMP x 240 VA= 3.5 TON COOLING SYSTEM 40 AMP x 240 VA= " 9800 NET GENERAL LOAD 21222 NET TOTAL HVAC 9600 TOTAL LOAD 30822 CALCULATED LOAD FOR SERVICE 30622 VA/240 V= 128 AMP 150 AMP SERVICE "WORST CASE SCENARIO — HIGHEST HVAC LOAD USED FOR CALCULATIONS.° NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA B 100%, REMAINDER 9 359a NET LOAD: 6,949 VA RANGE: 12,000 a 10% 8,400 VA DRYER: 5,000 a -to% 3500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489 / 240 = 18 A #2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 302/0 CU, THWN + 106 CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT e OVERHANG.) COMEINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 5ONDINGs TERMINAL AT LOW VOLTAGE CONNECTIONS CAALE TELEVISION SERVICE ENTRANCE EQUIPMENT - 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). 5/8" PIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F rq �41- W cn 0 F v EL CREEKSIDE EXPRESS LOT #84 PBOJRCT# 04321.000 MOD= 4EAB "1672—ARIA" LEFT PAQ� ELECTRICAL PLAN 160 MPH EXP. C MELB2URNE ` AT 11 17 16 SCALM 1/4'%=1'-0" cojpy 9 ARIA EQUIPMENT SCHEDULE 2.5 TONS MFG CARRIER CU 25145C530A AHU FV4CN(5,1=)005 HEAT 5KUJ SEER 16 SEER TOTAL CAP 2SO00 ELECTRIC 208/230/IHP 5RKR CU 30 AHU 35 REP LINES 3/4' t 3/6" K;bN W W v Do 0 h 0. A F A F: x ouBmv*. ae ZaT: CREEKSIDE EXPRESS LOT #84 PRO r3c" 043 1.000 woasm 4EAE "1672—ARIA" 0ARAea32 swztm-. LEFT FAO& H VAC FLAN 160 MPH EXP. C MELaO U M& ARCHITECT: STATE OF FLORIDA "s>w 11 /17 /16 SCAUD 1/4"=1'-0" 36 co,4 A R C H I T E C T S 1101Q (U b REHAB VERTICALLY W/ CONG, FOUR CELL STUDS I6' . M X SEE 41 ENERGY CODE FORMS FOR INSULATION R-VALUES 6E �A TO STUD W/ •9 ' .G MAX \ IOC 29®O PSI • 28 DAYS ? TEXTURED PUNISH SELL T. TE t0 SLAB W/ }' V SLAB REINFORCED W/ L d GJIE $T. PLATE ' SLAB W/ 10d aI S' OMU SE T. PLATE t0 SLAB UI/ �' EMBED. • 32' OC MAX. HA80NR1' NAIL • 3Z' O.G. MAX ° NDSING�. ID" UI/ 2' WASHER �' 6 x 6 - WIAAUTA WWM. In' GYP. WL. BD. ANCHOR MOLT W/ 2' WASHER Y'— . WOOD BASE EMBED. MIN. • 32' Or, MAX 0'-0' FIN. PLR r; p STOP ° �t - - , 4' CONC. REINFORCED W/ 6'X6' a a • . , IU6 - EWL4XWIA WUF OR FIBERMESH ON 4' GDNG. REINFGIO".ED W/ G'X6' WAXWIA 4' CONG IENFORCED W/ 6'X6' WIAXWL4 4' CONC. REINED W/ G'X6' WA)AUTA L3CHAMFERjPIE STUCOON 6-MIL. VAPOR RETARDER ON U LF OR MMERME6H ON 6-MIL. VAPOR I UILLF OR FIBERMESH ON 6-MIL. VAPOR WAIF OR NMERME64 ON 6-MIL. VAPOR . ° wWELL-GOMf°ACTED CLEAN FILL. w' I�TARDER ON LLELL-COMPACTED CLEI+N E REYAIa7ER ON WELL-Gd'IP°AG7Ep GLEAN 7-1 I _T.4'�ER ON LLELL-CO'1PAGYED CLE � _ TERMITE TREATMENT TO BE p PILL TERMITE TREATMENTYO BE 0 FILL. YERTIYE TREATMENT t0 BE PILL TERMITE 'ITEATMENt to BE NBORA-CAIE APPLIED AT FRAMING. - BORA-CARE APPLIED AT FRAIMING. U I•JORA-CARE APPI-IED AT FRAMING. HORA-GAIN APPLIEP AT PRAMINfs.4' A° , I'-m' 4' - W _B. (2) 9 REHAB ON CHAIRS 2 4 (3) 9 WEAR ON CHAIRS (2) �S MBAR ON CHAIRS . A. 4' s v m' I'-e° 12, M. BELOW GRAM> id (2) "S REBAR ON CHAIRS L- _ 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING STAIR DETAIL 1 W BLOCK WALL 2 AT L.B.W. (W/ UPLIFT) 2 AT L. B. W. 2 B AT L.B.W. W NO —UPLIFT 3 �1 NOT USED SCALE, ln'.I'-0' SCALE: In"xl'-0' SCALE: IQ'=1'-0' SCALE= 1'=1'-O' SCALE= I/I'=1'-0' o c a • l 4' GCMG. MEW W/ 6'x6' WWU AXWIAO M ON 6-MIL POLYY EYHYLF14IE VAPOR RETARDER CNC WINr. 19 ON WELL -COMPACTED CLEAN FILL IEBMItE ON 4' 6-MIL POLY W/ 4Yl_MIE WL4XWAR WW'T STUDS K' OD. O B. TREATMENT SHALL BE BORA-CARE RETARDER ON WELL -COMPACTED CLEAN STUDS 16' O.C. MAX HZC�(1) b MBAR GN CHAIRS 4' -4 FILL TERMITE TREATMENT SHALL BECUURE BOTTOM PATE t S SECURE BOOM PL S W/ SEGJFE P.T. BT At�l� V19 MASONRY • O MBORA-CARE SIMPSON SP4 •32' OG. ,/.,` SIMPSOV SP4 •32I/HEGHT OF GARAGE bEClRE BT. PLA * HEIGHT G GARAGE CRBT. YO SLAB ENMI SATE TO SLAB W/ 10d_THICKEN EDGE GARAGE STEP—UP ANCHOR ruu �'ErBED. ��VARIES WITH SLOPE ANGFIOR BOL WAd4ER EMBED' VARIES WITH ELOPE �� M• 3Z' O.G. MAX 4 SCALE: 1/)'.I'-0. MUN . 32' AX MIN • 32' AX v, i NON —BEARING LL EPoxr NOT auI D EXPANSION EPoxY NOT D FOR EXPANSION 11 w j BOLTS n t8 - 0297��_, w > > q 4' CONC. IEU'F. W/ 6'x6' WAXUTAO WUM \ ' ON 8-MIL POLY ETHYL6TN£ VAPOR w w �' Q " RETARDER ON DELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE REINFORCED W/ 6'X6' WL4XUA4 ° - - • 4' CGNC. IE RS-0RG£D W/ 6'X6' WIAXUI.4 °• •. • 4' CONC. REU'FOI4C£D W/ i'Xb' WIAXWI,4 4' CONC. REINFORCED W/ 6'X6' W.4XWA OR FIBERMEBH ON 6-MIL VAPOR w_ UAIF OR FIBERMESH ON b-MIL. VAPOR WUF OR FIBERME6H dN 6-MIL. VAPOR ( WAP OR FIBERMESH ON 6-MIL VAPOR I�TARDER E 1MAT COMPACTED CLEAN W WELL -COMPACTED CLEAN VAPOR II!EtAR ON � ,4� BORA-GARS APPLIED AT FRAMING. ° � C .4" c' B" � 0 1. . FILL. TERMITE TREATMENT TO WELL -COMPACTED 6-MIL POLY ETHYLENE VAPOR RETARDER RETARDER CN WELL -COMPACTED CLEAN z w F7=TARDER ON HELL -COMPACTED CLEAN RETARDER ON ILELL-COMPACTED CLEAN z 4' w f2) 9 REBAR ON CHAIRS } FILL. TERMITE TREATMENT TO BE E : FILL. TERMITE TREATMENT TO BE FILL TERMITE TREATMENT TO > SORA-CARE APPLIED AT FRAMING. n O _4' , I'_O• ,4' BORA-CARE APPLIED AT FRAMING. m O" 4" BORN -CARE APPLIED AT FFA'IING. - O 4• I'_O• TREATMENT 6HALL BE BORA CARE U ^� U - U '—' '" U -' (U'b REBAR B (2) 9 IEBAR ON CHAIRS 2 �� 9 -m(3) REBAR ON CHAIRS 6 (2) 9 RE"if" "if"w 4' O 'TL;;.., (2)'5 MBAR ON CHAIRS '. z GARAGE STEP—UP B' o Ri GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. 1—STORY FOOTING NON —BEARING L.B.W. W/ UPLIFT 2—STORY L.B.W. W UPLIFT 68 L.B.W. W NO UP W//NO UPLIFT 4A AT FRONT PORCHES 6 `1n'=1'-•' 6A SCALE: In"=r-m' SCALE: -m'V&EXXTENDED FOOTING EXTENDED STEP 'STEMWALL TO Me MIN, 3 COURSESecALm in'- aLIS,in'=r-m' GRADE y v I'-m" — EGARAGE DOOR SECURE P.T. BT O L ° CIESS FOR a ° IR'XB' L R T'4' CONC. REINF, W/ 6'x6' WIAXLIIL40 WLLM EMBED. M • 32' OC �(U 5 REHAB VERTICALLY W/ CONC. B!Aam!!l;ec � CN 6-MILPOLY ETHYLENE VAPOR SECURE P.T. HT. PLA O AB POUND CE1L S,�.. CLEAN FILL TERMITE TREATMENT SHALL s ON V!•XS' ANCHOR L 6 CMU BE BORA-CARE d' MONO„ Y E11Nr. W/ ENE VAPOW1,00R RETARDER IIAR ER ..� - 6-MIL POLY ETUIEP C E VAPOR TEWITE R ON EMBED. MR • z ��,, , OPTI USE GF ,.� ` 4' B" 4" WELL-GOMPAGTEI7 GLEAN FILL TERMITE NOTE, OPTIONAL USE OF - -(. • GARAGE V_D. - K ' CGNG. REINP. W/ b'xb' W44XWIA0 WLLM CONCRETE GJRB • nnenrs ��• -' WAL T BE DETERMINED BY 2'-D" ,.4 'S REBAR ON G4AIRS TREATMENT SHAIJ.. BE BORA-CAIE��/^�\\ w > ON 6-MIL POLY ETHYLENE VAPOR WALLS R BE DETERMINED MY STOP R BY DIVISION. CONCRETE PAD lU 5 REBAR ON CHAIRS \ , J RETARDER ON WELL-COME=ACTED CLEAN B BUILDER BY DIVISION. STUCCO `rl -a, ° . V. FILL TERMITE TREATMENT SHALL BE STOP CURB HE VARIES SCALE, I '• -0' 11 GARAGI�, DOOR FO Q , ° REINF. W/ 6'xb' WIAX I" WAM _ r. •. BORA-CARE CURB HEIGHT VARIES w I, SCALEI 112'.I'- > ON b-MIL POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN w w FILL TERMITE TREATMENT SHALL BE z (3) •J REBAR ON CHAIRS 4 - > z E BORA-CARE w > z £ Y - L > o ' G7NC. EU'D W/ 6'X6' WAXWIA I' RECESS FOR < LF OR FIBERMESH ON 6-MIL. VAPOR SfrD. TRACK U z w (2) 9 REBAR ON CHAIRS m 2,_mr0 IWP OR FIBERMESH ON 6-MILVAPOR A a� :` .. FI'�LL.. TERMITE TREATMENT TO ME GLEAN a FINISH FLOOR R4I19-CCNT. > RETARDER ON WELL -COMPACTED CLEAN - BORA- U T O ME MOFILRA CARE APPLIED ATTERMITE TREATMENT TF FRAMING. . � z W ' � � CARE APPLIED AT FRAMING. (T ° GARAGE STEP—UP �" B• 4 2— STORY T B. W. t q 4 D (2)'b REBAR ON CHAIRS ro o D„ (3) s REea1e ON CuuRs %' ; GARAGE STEP—UP 6 EXTENDED FOOTING =o m° a' =° ' SCALE: In'=I'-0' �jU 1—STORY L.B.W. 1—STORY FOOTING 2—STORY FOOTING W UPLIFT AT GARAGE SLAB AT S. G. D. w moo EXTENDED8LAH11R' cu HEIGHT aR�e $ AT GARAGE �A 12 SHOWER RECESS FOOTER @EX�TIEINDED FOOTING SERVICE DR SCALE: 1/2' -0' SCALE: r=I'-®' ALE: 1 n' z= (1) OD REBAR VERTICALLY W/ CONC. POURED CELL a 4' GONG. REINF. W/ 6'x6' WIAXW.40 WUIM SEf ENERlsT GOO£ FORM = . 4. e.: ON 6-MIL POLY ETHYLENE VAPOR am EmIION R-VALUES • RETARDER ON DELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE 1EXTUED ml!H^ HORA-ONE /2'CGMU GARAGE T (Z) 9 I ON CHAIRS TE: v£R('IGAL REBAR GROUTED BOND BEAM VARIES PER ELEV. s3 SLAB AT 4J TO HORIZONTAL z DOOR TIE VERTICAL REBAR REBAR W110' POOL / (D_SER�VICE '=I;_p,0' 0 FIN. PLR I� , GROUTED BONG eEAM C - REHAALW 10'WB W/ 10aaC N rAL VARJES PER ELEr0 RI v. � VARIES PER ELEv. AND AL 141144XWAUM'EP'E51-VON' 1 4 NOTGAS E GROUTED BOND BEAM T ° 6-MIL. VAPOR RETARDER ON NOT USED f s .,� .. ; WELL -COMPACTED CLEAN PILL. 1 I _ �eJ� TERMITE TREATMENT TO BE ..o POUTED LIN T. YR.) I , PVC SLEEVE U G. Pv CHASE 7NRl FOOTING r •- • HORA-CARE APPLIED AT 6' CMU FILLED CELL (TYPJ GAS LINE 0 I, FRAMING, 2X WALL FRAMING V 6' CMU !3) •b REBAR ON CHAIRS m F 0 �4'Lll, B' 4' 4)1S'X7' ANCHOR MOLTS a (4))i'XT' (-)TORT a !I/1' DRYWALL (2) T REBAR ON CHAIRS - U 2'-m' J-BOLT6 MIN. b' EMMBEDMENT W/ 2'X2'XR/S' '� WOW BABE (3) ob IW `- UL46WER AND NUY SPACED EVENLY FROM (3)'b REHAB ON CHAIRS FLOOR TO BOND BEAM. SET IN JOINTS 2—STORY FOOTING PILOTPOURAACCElPSt.RREt 171 IN �'13� W/ BLOCK WALL EXT. /INT. FRAME WALL TO (1) •b ReBAR VERTICALLY W/ GONG. SCALE:In"=r-m' - BLOCK WALL CONNECTION FOUR CELL BOALE: 1/2'=I'-0' ' �, INW�CK R-NIERGYO AlUrS I6 FOR 1�J I. ° 8' CMU a'� . FOR INSPECTIONIIED ° ° � TTINREQUIRED 16 GAS LINE THRU BLOCK in, Gyp- W-=®D= z WOOD RASE T ° 1 7 NOT USED Ea o ON6�-MIL" PP0L'LY 111 � VAFCR u' l° " z RETARDER ON DELL -COMPACTED CLEAN 0'-0' FIN. FLR 0'-0' FIN. FLR T o I O FILL TERMITE TREATMENT SHALL BE If BORA-CARE a° < TIE vERTICAL REBAR ^o a tIE VERTICAL REBAR [U Ta REBAQ SET M SIMf°SOM HKsFV a ° WEAR W/ 10' HOOK IEBAR W/ 10' HOOK z STRENGTH EPDXY 6' EMBED. MIFL > I . a I =L s TO HORZONTAL TO HORIZONTAL !2) "b REBAR • 1-6tORT' (3)'b MISAR • 2-STORY z a -. s 'a- T 6' pva CHASE THRU FOOTING z w OUTSIDE REBAR TO BE r c0 T T > r CCNtNUOUS ` a (1) lb VERY. DOUEL 4' CONC. IEINF. W/ 6'x6' WIA)411L40 '-- - LAPPED W/ BOND BEAM HORIZONTAL/VERTICAL a. VA ON RETARDER POLY ETHYLENE ° '' 1 (1) 46 REBAR AT CORNERS L li I -STORY VAPOR RETARDER ON a - O =' 8 (2)'b W13AR ON CHAIRS • - - W/ Ab' LAP MIN. m LLELL-GOMPAGTFD CLEAN FILL a" � U TERMITE TREATMENT d4ALL BE I _4�� - (3 b REBAR ON 04AIRS HORA-CARE 2'-1' MIN. LAP - HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR J PIPE THROUGH O SCALE: FOOTING E+ REINFORCING F BEARING CHANGE IR •'"7 0' //�Q"�\ OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP W BLOCK WALL ti 6L`� ,E--I11'ar6' B SAT LINTEL CORNERS D - _ -m ALL ]EXTE]RIOR FOO'I'7ERS -,kT F]CNISI-I SLAB'S rrO IRE] MIN. 12" BELOW UNl:)ISTURB]EID SOIL CONTROL DATE: 07/01/15 3 I N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F w W v W E. W Q F Q ti EUDDIV. as Ir0'P. CREEKSIDE EXPRESS LOT #84 3104�32 #O00 MODSMIA 4EAB 1672— ARIA" LEFT PARR: MONOLITHIC FOUNDATION DTLS/SECTIONS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA Dw� 11/17/16 BCALM 1/4"=V-0" 2x4 BLOCKING BETWEEN TRUSSES 1=1BEI�3LA6$ SHINGLES OVER WHERE "X" BRACING IS PRESENT "30 FELT PAPER INSTALLED PER 1=5CR R9052.7 ON i" O.S.B. a 1=IBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR �" CDX `'— PRE-ENG GABLE TRUSS OVER 030 FELT PAPER F AT FIRST FIVE BAYS 4'-0" O.G. PLYWOOD SECURED PER FIBERGLASS SHINGLES INSTALLED PER FBGR CAT SHEATHING SEAMS) FASTENER SCHEDULE _o _ —CONT. 2x4 RAT RUN SECURED W/ OVER 030 FELT PAPER R9052.� ON �}" O.SB. TYF. r. (2) 12d'a a EACH TRUSS � INSTALLED PER FBCR SHEATHING OR }' CDX o.H. t0 BE INSTALLED * MID. POINT R9052.7 ON 16" O.S.B. PLYWOOD SECURED PER MTL. DRIP EDGE POr- TRUSS , OR 10'-0" O.C. MAX. SHEATHING OR }" CDX FASTENER SCHEDULE STIFFBACK At ALL UPRIGHTSPASCIA PLYWOOD SECURED OVER 410" HIGH (SEE SEALED 2x4 OR 2x6 PER PER FASTENER ENG. FORRSITE AND CONDITION) ELEVATIONS SEE ENERGY GODE FORMS FOR SCHEDULE INSULATION R-VALUES r_ VENTED ALUM. SOFFIT j' GYPSUM BOARD OR ill HIGH MTL. DRIP EDGE �. PRE-ENG WD. TRUSS 24" O.G. STIFFE3AGK AT ALL STRENGTH CLG. BOARD SEE ENERGY CODE FORMS FOR - MAX. UPRIGHTS OVER 4'-10" fler l-wV_ tollcc INI(=,III Ave7N F2_VAI I11=S3 2x4 OR 2x6 FASCIA PER t? HIGH (SEE SEALED ENG- tL.mYAI IVINa 1 FOR 51ZE 4 CONDITION.) 2x4 N MTL. DRIP EDGE " GYPSUM BOARD OR J" HIGH CONT. 2x4 RAT RUN SECURED W/ 24" a INTERIOR KNEE STRENGTH CLG. BOARD VENTED ALUM. SOFF(2) 12d$ a EACH TRUSS �IT O.S.B. SHEATHING OR ' GDX 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD, ATTACHEDEONSPER LL ELEVATIONS CONC. FILLED LINTEL BLK W/ (1) WEEP SCREED SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE ON SHEPLYWOOD.ET p2 "5 REBAR CONTINUOUS INSULATION R-VALUES OR 112" Zip SHEATHING SYSTEM 0*-,. ILLED LINTEL BLK W/ (1) VENTED ALUM. SOFFIT (SEE DETAIL 5/D3) (INSTALLED PER MANUF. SPECS.) BAR CONTINUOUS, EMBED.USJ� STRAP VERIFY9L,�or- IPRECAST LINTEL 2X6 F.TRY SECURED TO 5/8" GYPSUM BOARD OR I/2" MASONRY w/ I/2"x9" A.B. HIGH STRENGTH CLG. BOARD �/8" CHICK, 3 GOAT PORTLAND H SEE ENERGY CODE FORMS FOR w/ 2" DIA. WASHERS, I" CEMENT PLASTER OVER PRECAST LINTEL IX2 FIRE -Stop INSULATION R-VALUES MIN. EMBEDMENT WITHIN EXPANDED GALV'D METAL LATH WINDOW ATTACHMENT AS PER 6' OF EA. END, 32" O.G. SEE ENERGY CODE FORMS FOR ON FORTIFIBER JUMBOTEX GRADE WINDOW ATTACHMENT AS PER MAX IN FIELD. INSULATION R-VALUES 'D" PAPER OVER TYVEK MANUFACTURES SPECIFICATIONS I%" TI-41CK, 3 COAT MANUFACTURES SPECIFICATIONS BUILDING WRAP (REFER TO PORTLAND CEMENT PLASTER APPLIED LONG. FILLED LINTEL WINDOW ATTACHMENT AS PER STUCCO SPECS FOR COMPLETE INFORMATIO PRECAST SILL DIRECTLY TO MASONRY PRECAST SILL BLK. W/ (1) "5 REBAR MANUFACTURES SPEGIFIGATIONS OR 1/2" ZIP SHEATHING SY TE CONTINUOUS (INSTALLED PER MANUF. E ) ll) �✓ REBAR VERTICALLY W/ (l) 115 REBAR VERTICALLY W/ GONG. POURED CELL PRECAST LINTEL `` PRE -CAST CONC. SILL WE D GONG. POURED CELL F . 1x2 P.T. FURRING STRIPS Q 24" O.G. (SEE DET L ) �. 5/8" THICK, 3 GOAT Ix2 P.T. FURRING STRIPS a 16" O.C. x2 F.T. FURRING SCRIPS Ill O.G. PORTLAND CEMENT SECURE GABLE t0 x6 P.T. a PLASTER APPLIED In" GYP. WL. BD. PLATE W/ 12d's 8' O.C. MAX f 8" CMU 8' CMU DIRECTLY TO MASONRY WOOD BASE _ _ . _ _ .... 1/2" GYP_ WL. BD. — -- I/2' GYP. WL. BD. (l) 05 REBAR ''�- w �-- WOOD BASE VERTICALLY W/ CONC. 1I"x9" ANCHOR BOLL W/ 2 WASHER WOOD E3ASE n r. ! SET IN 6IMPSON HIGH STRENGTH POURED CELL .ti - EPDXY 7" EMBED. MIN. 0 32" OC } a 8" GMU MAX. W THICK, 3 COAT PORTLAND I CEMENT PLASTER APPLIEDv`57-1- �11(7� u 2 DIRECTLY TO MASONRY z 1—STORY �a .°.. 1—STORY GABLE BLOCK 1—STORY GABLE NOTE: live BLOCK WALL WALL _ W/ VAULT CLG. PER F THAN 9:12, A -FOR ROOF SLOPES E TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4" = I' -O" SCALE: 3/4" = I' -0" 3 B LO C K WALL SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYI'1ENT 15 5CALlr: 3/4"=1'-0" PERMITTED BUT MUST BE PER ASTM D226 TYPE II, A5TM D 4869 TYPE Iv, OR ASTM D 6751 2x4,. 2x4a 2X6 P.T. SECURED TO--�\ �— IX4 DIAGONAL BTM. , �' 2x4 G!-LORD BRdCINCs. A R C H I T E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 E- w h w h A y A F A F TAPGONS OR DRIVE PIF4 SECURE TO BLOCK W/ TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN Ir....l 111 •� ~v. W, 2" DIA. WASHERS, -I" MIN. SEE PLAN FOR (MIN. SHANK 612E ,145 MIN. HEAD SIZE .300 (MIN. SHAN}G SIZE .145 (MIN. 6HMtlK �f .145 MIN. HEAD Of& me 8' CMU : EMBEDMENT WITHIN 8 OF LOCATION MIN. EMBEDMENT 1 Yi) . ! EACH END MIN. HEAD SIZE 300 MIN. EMBEDMENT I Yi J MIN. EMBEDINIENT I Ya') NOTE: sTRUGTURAL 2X MUST BE K' DRYWALL EA. END, 32" O.G. MAX IN PRE_ENCs'D WOOD , TRUSS (TYP) +• 24 WITHIN 8' Cr- NOTE: STRUCTURAL IX MUST BE WITHIN 8' OF EACH END < NOTE: S'TIOJCTUIRAL 2X MUST BE WITHIN 8' aF EACH ET1D ! ON OUTSIDE !SECURED I'X4' OR I'X2' P.T. NAILER FIELD. 8' CMU is, O.G. MAX SPACNIa ON CUTSIDE ! SECURED THRIPUGI-4 ON OUTSIDE ! SECURED la Or- MAX aPAG NG 18' O.G MAX @PACING. THROUGH NON-S' OR X4' MIN. SECURE O.G. MAX li' DRYWALL I'X4' OR I'KZ' P.T. NAILER 2X6 NON-STRUCTURAL ' TAPOCN t0 BLOCK W/2=�' MIN. I-Y4' EMBEDt1El'1T NYO THROGG-1 NON-STIgICTURN_ iir.' 2X6m HIK i-Ys t EMMOME T I-Y1 EMBEDMF7�It 7Xb� TAPGON MIKBLOCK. SECURE TO Al*,oO INTO BLOCK pp. t-m T BLOCK ❑ FRAME !EMEND I•�i INTO BLOCK W/ SIMPSON IX4 P.T. OR Ill MIN. TAPGONS OR DRIVE PII'I @LOGIC TAPCO SECURE t0 BLOCK INTO INTO BLOCK ' Ipll-V4' TAPCglS OR 9fr,' TAPGONS OR DRIVE PM MIN SHANK SIZE .14b 0 ♦-{ETA-16 ❑ SECUW THRJ FRAME ! (MIN, SHANK SIZE .145 W/2- TAPGONB OR DRIVE PIN DRIVE PIN MIN. HEAD SIZE 300 (TYP) VERIFY ❑ EXTEND I-Y4' INTO @LOGO W/ TAPGONS OR DRIVE MIN. HEAD SIZE 300 ' CMU MIN. EMBEDMENT I Y%) ' DRYW LL (MIN. SHANK SIZE .145 8' CI"N MI N SHANK 812E .145 MIN. HEAD SIT ' CMU '3� MIN. EMBEDMENT 1-Ys WITHIN 8' CF FAGµ END / 18' O.G. MAX W/ TRUSS PLAN PIN SHANK SIZE WITHIN b' OF EACH END ! 'X4' OR 1'XV P.T. NAILER MN HEAD 81g 300 'DRYWALL MM. EMBEDMENT 1 Yi) 'X4' DRYWALL MIN. EM@EDM@NT I Y<) I'X4' OR I'X2' Pt. NAILER SPACING (MIN. .145 MIN. HEAD SIZE 300 Is' O.C. MAX SPACING. 2X8� ❑ WITHIN 8 OF EACH END ! ❑ OR I'XZ' P.T. NAILER WITHIN 5' OP SACµ END ! ❑ 18' O.G. MAX §PAGING. MfN. EMBEDMENT I-Y4' SECURE TO BLOCK W/2"if`' 74' O.S.B. X 4' MN �' OL. MAX SPACING. OBD. X 4' MIN. WITHIN 8' OF EACH END ! 18' O.C. MAX aPACIN�s 7APGON6 OR DRIVE PIN DOOR CASING (MIN BHA*dC 81YE 2X8� SECRE TO BLOCK WR--%' DOOR CASING SE TO GjLOGK W/I-I/4''� TAPCVR6 OR DRIVE PIN DOOR CASING DOOR CASING DOOR JAMB OR WINDOW Q DOOR CASING .IdS MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW TAPCCNS OR DRIVE PIN (MIN. SHANK SIZE DOOR JAMB OR WINDOW (MIN. SHANK 91ZE .14a DOOR JAMB OR WINDOW ATTACH TO IX PER MANUPACTUFe6 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y<') ATTACH TO 2X PER .145 MN HEAD SITE 300 ATTACH TO 2X PER MIN. HEAD 8I 300 ATTACH t0 2X PER DETAILS. _ TO 2X MR WITHIN 8' OP EACH END ! MANLPACTURIES DETAILS. MN EMBEDMENt I Y4') MANUFAGTUR`cb DETAILS. MIN. EMBEDMI_NT I Y<) MANUFACTURES DETAILS. MANUFACTUFES DETAILS. IS' OL. MAX SPACING . SHIM AS QED r0 PLUMB WITHIN 8' Q= EACH END / NOTE: SHIM AS NEEDED TO PLUMB WITHIN 8' OF SpAC END t NOTE: SHIM AS NEEDED TO PLUMB iB' O.G. MAX ;PAGING. NOTE: SHIM AS NEEDED TO PLUMB NOtE: SHIM AS NEEDED TO PLUMB NOTE, !DO NOT rxcrm V) 18' O.C. MAX SPAGINCs. JM1B (Do Nor EXCEED Al ) JAMB (PO NOT EXCEED Yi) JAMB (PO NOT EXCEED Y4') JAMB (DO NOT EXCEED Yi) DOOR JA'EC3 TO BLOCK +3/4 OR +5/4 JAMB DOOR f� TO BLOCK +1-15 IS" DOOR JAMB TO ffiACK +3" iu"1 TO BLOCK +3" DOOR JAMB TO BLACK +9-7/10' ((} W➢iDOlf TO BLACK +3-7/18• DOOR JABS TO BLACK +3/4 OR +5/4 /'1 WIIiDOW BLACK +3/4 OR +6/4 AIDOW TO BLACK +9/4 OR +5/4 A WIN➢➢W TO BLOCK +1-15 0' C �' _0 InNDOW ALE:3/8'=1':3/S'•I'-0' 1 SG :3/8'•1'-0' 2X4:m 2x4! SECURE TO BLOCK W/ %' 2X44m SECURE TO BLOCK W/ Wb' 2X4:w SECURE TO BLOCK W/ IM OR �. PIN M SFA PlG 812E (MIN. TAPGONb OR IDIRI PICURE TO BLOCK ON GONG. POURED TAPCONS OR DRIVE PIN (MIN. SHANK SIZE OR DRIVE PIAL .}4b IN MN HEAP 61 300 (MIN. SPANK 816E ,145 qq LINTEL COURSE .140 MIN. HEAD SIZE 300 (MIN. SHANK 612E .145 MR, SHANK MIN. HEAD SIZE 300 MN EMBEDMENT IY1) WITHIN END IS' O.C.MIN. MIN. HEAD SIZE 300 EMBEDMENT 1 Y4 ) U MIN. EMBEDMENT I Ya') WITHIN MIN. EMBEDM6-NT I Ya') WITHIN 8' OF EACH I„f ��I NOTE: STRUCTURAL 2X MUST WITHIN 8' OF EACH END !' STRUCTURAL2X MUST e' OF FAGµ END 4 18' O.C. 5' OF EAcP END 4 IS, O.C. NOTE: STRUCTURAL 2X MUST 2X6,m BE ON OUTSIDE < SECURED 18' O.G. MAX SPACING i CU ! SECURED MAX BPACINIG MAX SPACING. BE ON OUraIDE 4 SECURED TO BLOCK THROUGH NON-$Tid1GTURAL W 44NCNE 2X6 TµROUCsµ NON-STRiGT1JR41_ _ TI4ROIJGI4 NON-81RUGTURAL TAPCON MIN. I-B WR-�(s' TAPGGMS OR W/2-%! SECUI;e TO BLOCK WA-1/4' %' TAPCON MIN. I-Y4 •& � Nc oHANK SECURE TO BLOCK WR-,' SECURE TO BLOCK WR-ifi' V., TAPCON MIN. I-Yl EMBEDMENT INTO BLOCK DRIVE PIN EMBEDMENT TAFGONS OR DRIVE PIN EMBEDMENt INTO BLOCK = IX4 SYP LATERAL TAPGONS OR DRIVE PIN TAPGGTNS OR DRIVE PIN EMBEDMENT INTO BLOCK (MIN, aµANK SIZE (MIN. SHANK 616E .145 (MIN. SHANK SIRE .IdS MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 n rtr .145 MN HEAD SIZE 39w 6' GMU . v" L�JdI/ .. MIN. HEAD SIZE 300 MIN ;:MBI=0MFN+ I V.,, IRE-INFORCING 36' O.G. M A v ® Col IOC RYM I'IIIYCI'IpLVI'I=INI v4, PAIN. C-IOCVI'ICIYI I!4"/Wrinin �• a, CMUWItILINWITHIN 8' Or EZ4 END ! 8, CMU 8' OF FAGµ END < IB' O.O. WITHIN 8' CF EACH END I'Xd' OR I'X2' P.T. NAILER 8 END ! K' DRYWALL CHORD, SECURE W/(3) 106 18' Or- MAX $PAGING. JS' DRYWALL MAX SPACING. ❑ �' DRYWALL ! B' O.C. MAX SPACING ❑ IB' O.C. MAX SPACING. IX4' OR I'X2' P.T. NAILER . I'X4' OR I'X7' P.T. NAILER 2XS:m END 2X SECURE TO 2X8m ❑ NAILS 6 EA. TRUSS 2X8:m ❑ I'X4' OR 1'X2' P.T. NAILER 2X8® CASING SECURE TO BLOCK STRUCTURAL MEMBER SECURE TO BLOCIK W/I-V4' ' P.T. X 4' MIN. CHORD SECURE TO BLOCK W/2-%' CASING SECURE TO BLOCK W/J-ML' WR-%' TAPGONS OR W/(2JI2d WITHIN 8' OF EACH TAPCONS Om L3RIVE PIN ' TAPCON5 OR DRIVE PIN TAPGONS OR DRIVE PIN EVE PIN END 1 6' TO 8' O.C. MAX (MIN, SHANK SIZE .I4 (MIN, SHANK SIZE .145 (MIN. SHANK SIZE .145 (MN $HANK 512E .145 I- --DOOR CASING MIN. ,BEAD SIZE 300 � GABLE END BRACING MIN. HEAD SIZE 300 c;;14TO JAMB OR WINDOW MN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN, HEAD SITE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4'1 WITµ( 2X PER MN EMBEDMENT I Y4') WITµl ttACµ t0 2X PER ATTACH 70 2X PER 8' OF EACH END < I8' O.C. MANUFACTURES DETAILS. 8' OP EACH END ! IS' O.G. MANUFACTURES DETAILS. MIN. EM DMENT I Y4') ttACH TO 2X PER WITHIN 8' OF EACH END t ANUF DETAILS. Q SCALE: I/2 " = I' -0" WITHIN 8 OP EACH END ! MANUPAGTUREa DETAILS. IS' O.G. MAX SPACING MAX SPACING. : SHIM AS NIEMMD TO PLUMB MAX SPACING NOTE: 6,4111 AS NEEDED TO PLUMB, 18' Oa MAX aPALING. NOTE, SHrM Ab NEEDED TO PLUMB NO1E, SHIN AS NEEDED TO PLY'115 Z JAMB (DO NOT EXCEED Yi) JAMB (DO NOT EXCEED Yi) JAMB (Do NOT EKED Yi) JAMB (DO NOT ExCEEp V) DOOR JAMB TO BLACK +1-1/2" DOOR JAMB TO BLACK +2 ],/�" DOOR JAMB TO BLACK +9" DOOR JANB TO BLOCK +3 3/4" =+ in1 WINDOW TO BLACK +1-1 WniDOW TO BLOCK +2 I/4 p. W TO BLOCK 9" vZ W➢iDOW TO BLOCK +9 9/4" e SCALE: 3B'•P_0, D SGALE� 3/8'=I'-0' SCALE: 3/8'=I'-O' �.`.`J : 3/8'=1'-0. ,n zw FASTENER SCHEDULE NAIL REQUIREi" 1ENT5 TOP CORD BLOCKING AT 4' W � z R x,-C - LJIAP'h RAcar1 USE rt/16" OS.B. OR 1/2' CDX PLY WITH V RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND "8 RING SHANK GUN NAILS At V O.C. A7 SIZE HEAD LENGTH DIA. NSILE STR. o.G. MAx. IN FIFK71 2 FNarllNls . TYP. EXT. 54EATHING ATTACHMENT SPACES AT EACH END. FAIR SHEAR t UPLIFT COS$. TO BE STRUCTURAL m� RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE V O ° "8 2' DECK SCREWS • W-8' z w Z � C 8d ROUNDIMODIFIEp OR T I �/8" 113 110000 10d ROUNDMODIFIED 2 1/8' .128 II0000 INTERMEDIATE SUPPORTS. SEE DETAIL. ? NOT BEMIRED EXCEPT • OPENINGS tt o O.C. MAX * EDGES t 12' O.C. fl T ROOF SHEATHING / • w MAX IN FIELD. UNTHREADED w "'8 RING SHANK GUN NAILS ROOF SHEATHING TO GABLE END FRAME O N � @ , USE 08 GUN NAILS s 4" D.C. NOTE: NAILS t0 BE MFG. BY MEMBER OF INT. V. SHANK TO EXTEND BEYOND • 6 O.C. IN FIELD w STAPLE, NAIL t TOOL ASSOCIATION ry THICKNESS OF SUB -FLOOR p EXTERIOR SHEATHING 1. 0,113 INCH NOMINAL SHANK DIAMETER z SHEATHING z Y USE 1/2' GDX OR 1/16' OSB PLY WITH 08 RING SHANK GUN NAILS At 6' O.G. AT 2 RING DIAMETER OF CA12 OVER SHANK DIAMETER p N PANEL SIDES AND "'8 RING SHANK GUN NAILS 4' O.C. TOP ! BOTTOM 3.16 TO 20 RINGS PER INCH PANEL AND 08 RING SHANK GUN NAILS AT 6' O.G. AT 4. 0.280 INCH FULL ROUND HEAD DIAMETER — ROOF 5I4EATI4ING LAYOUT ROOF SUPPORTS. SEE DETAIL. AND ENDLUALL BRAG INCx OR 1/2" ZIP SHEATHING SYSTEM (INSTALLED PER IMANUF. SPECS.) 5. 2 INCH NAIL LENGTH TYP. EXt. SHEATHING ATTACHMENT FOR ROOF t� TYP. 3/4 TOG SUB -FLOOR DECKING GLUED t0 NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN BUILDING LENGTH FOR Cz,45LE END �= A,X-1ING ALL EXPOSED MEMBERSIIIISHEATHING (OSB. TO BE STRUCTURAL GRADE) ACCEPTABLE FASTENER FROM ANY MANUFACTURER Lf lu CREEKSIDE EXPRESS LOT #84 P 04321.000 4EAB "16"72-ARIA" �!•LTIA�l� � AMl�iii LEFT PALM SHINGLE MONO. SECTIONS & DETAILS 60 MPH EXP. C 0 DA TM 11/17/16 SCAM 1/4"=1'-0'1 C0 WOOD SL4EATHING FIBERGLASS SHINGLES OR ZIP SHEATHING SYSTEM OVER "30 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN (I LED PER MANUI=. SPECS.) RW5.2.1 ON �' 0.5,B. TRUSSES AT FIRST (5) WRB LAYER #I, SHEATHING OR GDX BAYS 4'-0" O.G. (AT STUCCO WRAP PLYWOOD SECURED FIBERGLA55 SHINGLES OVER SUEAtI-41NCs SEAMS) WRB LAYER #2, PORT(-IBER PER FASTENER EMBED. STRAP 030 FELT PAPER INSTALLED SCHEDULE VERIFY W/ TRUSS PER FBGR R3052.i ON 3 i:,.' BUILDING PAPER METAL LATH PLAN FRAME TO r FASTEN TO WOOD STRUCTURAL PRE WD. TRUSS O.SB. SHEATHING OR GDX 24" O.C. MAX. PLYWOOD SECURED PER BLOCK FASTENER SCHEDULE a CONNECTION i MEMBER �' 7" O.C. MAX MTL. DRIP EDGE LSEE ENERGY CODE FORMS FOR MTLjj�. DRIP EDGE TY� `+ PRE-ENG WD. TRU55 24" O.0 SEE DETAIL 15/DI �� ., INSULATION R-VALUES 2X4 OR 2X6 FASCIA -1 MAX./8" TEXTURED 2X4 OR 2X6 FASCIA 5/8" GYPSUM BOARD OR 1/2" PER ELEVATIONS PER ELEVATIONS HIGH STRENGTH CLG. BOARD , , 1=1NISH WOOD CONT. 2x4 RAT RUN SECURED ;``� "M" TYPE CONTROL JOINT DOUBLE TOP PLATE VENTED ALUM. SOFFIT W/ (2) 12d's m EACH TRUSS ,ci-rcn AI i iNr Cnttit 1'-0 I �'i c = CAICO/V r-nnc fi P. WINDO 1/2' CDX OR 7/16" V' o.N. PER WINDOW OPENING SEE NSULATION R-VALUES ROOF TRUSS UPLIFT , 6 METAL LATH STRIP OSB SECURE to „ CONNECTOR NOT HEADER SPAN CHART FOR WALL PER 5/8 GYPSUM BOARD OR I/2" GDX OR 1/16" OSB DETAILS FASTENER 1/2' HIGH STRENGTH CLG. SHOWN FO ® „ SECURE t0 WALL PER g,OARp CLARITY l-' �o lU STRIP SELF FASTENER SCHEDULE \)� WINDOW ATTACHMENT AS PER SCHEDULE ON DOUBLE TOP PLATE SHOP G1 ') ADHESIVE FLASHING, CLEAN ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEET 02 WINDOW HEADER SIZE VARIES MASONRY BEFORE APPLYING OR 1/2" ZIP SHEATHING WINDOW SILL OR 1/2" ZIP SHEATHING PER WINDOW OPENING SEE �. , SYSTEM (INSTALLED �� TEXTURED SYSTEM (INSTALLED PER 2x6 STUDS a I6" O.G. MAX W/ PER MANUF. SPECS.) HEADER SPAN CHART FOR MANUF. SPECS.) INSUL., SEE ENERGY CODE DETAILS 1=fNf5H �+ MASONRY 1/8" THICK, 3 COAT c FoR" IS FOR INSULATION WINDOW ATTACHMENT AS PER CEMENT PLASTER R-VALUES 1/8' THICK, 3 COAT MANUFACTURES SPECIFICATIONS TERIOR WALL all CMU APPLIED TO METAL CEMENT PLASTER SHEATHING: (SEE LAYERS T E G SUQFLOOR GLUED AND APPLIED TO METAL WINDOW SILL NOTES) FASTEN EACH STUD LATH OVER 2 SCREWED AS PER FASTENER LATH OVER 2 LAYERS -2x6 STUDS a 16' O.C. MAX W/ TO DBL. TOP PLATE OF GRADE BUILDING PAPER V" SCHEDULE ON SHEET D2 OF GRADE "D" INSUL-, SEE ENERGY CODE W/ USP 5PT24 NAIL BUILDING PAPER OR FORMS FOR INSULATION PER MANUF. SPECS. PAPER BACKED LATH PAPER BACKED LATH OVER AN APPROVED R-VALUES OVER AN APPROVED t t G SUBFLOOR GLUED AND HOUSE WRAP HOUSE WRAP SECTION AT T O J[' SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 VERTICAL CONTROL BETWEEN -; � 01F EXTERIOR WALL DETAIL 5 ISSIMILAR MATERIALS SCALE: 3 = I ra CI P?R, MFG. SPECS.) ZIP SHEATHING SYSTEM (INSTALLS I GONG. FILLED LINTEL drrO5UM BOARD OR }' HIGH NGTH CLG. BOARD DETAIL 5 PER MANUF. 9PEGSJ OR BLK. W/ (U «5 REBAR tR —WOOD SI—IEATHINCs CONTINUOUS IX2 �gAILER/DRAFT STOP - G F TRUSS (I MFG. SPECS.) x` —WRB LAYER #I, rzNr<M BOARD OR J" HIGH ..k., STUCCO WRAP lSEE ENERGY CODE FORMS FOR RENGTH CLG. BOARD WRB LAYER #2, EORTPleEtR INSULATION R-VALUES IX2 NAILER/DRAFT STOP /// _ P"rAST LINTEL BUILDINCx PAPER \� — CONC. FILLED LINTEL BLK W/ (u —METAL LATi-I 05 REBAR CONTINUOUS WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS FOR WOOD -T/all TEXTURED 5/8THICK, 3 GOAT INSULATION R-VALUES .��1=WISH s WOOD PORTLAND CEMENT L PRE -CAST CONCRETE SILL CONSTRUCTION PLASTER APPLIED PRECAST LINTEL s .' DIRECTLY TO 11J rB }DEBAR VERTICALLY FASTEN TO WOOD STRUCTURAL MASONRY G. POURED CELL WINDOW ATTACHMENT AS PER , MEMBER 9 rt O.G. MAX W/ CON 5/8 THICK, 3 GOAT MANUFACTURES SPECIFICATIONS a Ix2 P.t- FURRING PORTLAND GEMENt PRE -CAST CONCRETE SILL 8 GMU 3/4" T E Cs SUBFLO( GL D StRIF'S m 24" O.G. PLASTER APPLIED Ya" TO iz" MID -WALL AND SCREWED AS DIRECTLY TO -(1) "5 REBAR VERTICALLY , .:� WEEP SCREED FASTENER SCHEDULE Old/ 1/2" G-'P. WL. BD. MASONRY W/ CONC. POURED CELL _ . SHEET D2 w WOOD BASE Ix2 P.T. FURRING = Z (- z n 0 _0' f STRIPS • 24' O.G. FIN. FLR a' GMu FAST CH X4 IBBON W/ w -1/2' GYP. WL. Bp. (VPRE m EACH TRUSS. (� RIBBON TO BE F.T. WOOD BASE (0' WIDE STRIP SELF9-7 0'-0" ADHESIVE FLASHING, CLEAN -ENG FLOOR TRUSS r .. FIN. FLR MASONRY BEFORE APPLYING (INSTALL PER MFG. SPECS.) GONG. FILLED LINTEL BLK W/ TEXTURED (1) *5 REBAR CONTINUOUS 2—STORY 2—STORY `aIN1sH MASONRY WALL R r WEEP SCREED ]DETAIL RIBBON WALL 5 SECTION SECTION WOOD TO BLOCK CONNECTION )�S�TNING DETAIL 1 SCALE: 3/4" = I' -0" SCALE: 3/4" =1' SCALE: : 3" = I' CONTROL DATE: 12/13/12 SCALE: 3/4" =1' FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FIBEIZGLA55 SHINGLES y OVER °30 FELT PAPER OVER 030 FELT PAPER PRE-ENG GABLE TRUSS NOTE: EXTERIOR WALL STUDS PLACE STRAPS SPACED INSTALLED PER FBGR INSTALLED PER FBCR AND FAst D AS 5PF STIFFBAGK (SEE SEALp TRUSS DIAGONAL BRACE a cAALL SHEArPING NOT a SPF 5TIFFBACK (SEE SEALD TRUSS 64OUN FOR CLARITY) a SHOWN P RW5.21 ON J' O.S.B. ENG. PACK FOR SIZE 4 CONNECTION) RW5.21 ON � O.S.B. ENG, PACK FOR SIZE t CONNECTION) CENTER OF TRUSS i , AD I AL s P T SHEATHING OR �" CDX 2x4 SPF BLOCKING BETWEEN SHEATHING OR �" CDX 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST ASTEN STUDS TO BLOCK WALL I UJI L stub PLYWOOD SECURED 'LYWOOD SECURED TRUSSES AT FIRST (5) BAYAT wltH usP MSTA4a STRAP w1Tu TRUSSES At FIRST l5) BAYS 4'-0" RIDGE. DIAGONAL FASTENERS AS 54MK INSTALL PER FASTENER rRU 5E SHEATHING SEAMS) PER FASTENER O.C. (AT SHEATHING BE ) BRACE t0 BE ®ANY :TRAP • Ea Ewa a :PACE S " N clm Imd COMMON NAILS SCHEDULE NO rE SCHEDULE SPAN 15'-0" OR STRAPS AS FOLLou� t 1 € I D (0.148 DIA X 1 1/2' MTL. DRIP EDGE DIAGONAL BRACE a MTL. DRIP EDGEL GREATER REFER t0 im MPH c': 3r oc ) 160 MPH 'C': 32' O.0 i 2X4 OR 2X6 FASCIA TRUSS ENG. FOR 8 CENTER OF TRUSS SPAN OR - TRUSS 2 ADDITIONAL 1 MPH G' 48' O.C PRE-ENG W .TRUSS 24" PER ELEVATIONS O.C. MAX. HIGHEST RIDGE. DIAGONAL SECURED W/ l3J 12d C. HORIZONTAL TRUSS TOP OF STUD WALL _ 2X4 OR 2X6 FASCIA BRAGS to BE a ANY SPAN SOLE PLATE PER ELEVATIONS 15'-0' OR GREATER. REFER NAILS REINFORCEMENT. .mm „--„•- FILL ALL REMAINING STRAP POLES W/ I0d NAILS INTO SECURED W/ (3) 12d SECURE TO TO TRUSS ENG. FOR SEE FASTENER SECURE TO 0'-0" TO 30'-0' (1) * wooD BACKING NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE 1/2" CDX OR 1/16' 05B (2) I2d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1' TO 60'-0" (3) °� DO NOT PLACE SCREW IN FASTENER PATTERN NAILS X-BRACE (U X-BRACE TOP POLE NEAREST To TOP SECURE t0 WALL PER NAILS TOP of _ . M„ .-i „_m........... Or CMU BLOCK WALL FASTENER SCHEDULE 0'-0" TO 30'-0' (1) 1/2' CDX OR -1/16" C55 a CENTER AND (2) nASONRr ON SHEET D2 X-BRACE SECURE TO WALL PER BRACE DIVIDED �' CONNECT BOTTOM OF THII 30'-1' t0 60'-0' C3) FASTENER SCHEDULE EQUALY FROM CENTER �' STRAP to CMU 51 WALL SYSt=M ! NS ALLED PER L/oNG raPcoN MASONRY X-BRACE (1) X-BRACE ON SHEET D2 t0 END MANUF. SPECS.) 7., ^9xx'_ _r0' x g CENTER AND l2) •R I/2 ZIP SHEATHING � Cx �_��%. ��rx _- --- -' `.'�`�` ��_ - CMU BLOCK WALL �- � SCREWS WEEP SCREED, SEE - _ BRACE DIVIDED SYSTEM (INSTALLED PER GONT. 2x4 sPF RAT RUN SECURED W/ 2—STORY DETAIL 5 SHEET SEE CONT. 2x4 5PF RAT RUN SECURED W/ EQUALY FROM CENTER ANUF. SPECS.) (2) 12d s m EACH TRUSS g �� S / , - (2) 12d s EACH TRUSS To END 2x4 W 3/8 X 5 LAG GABLE END 2X61/2"X9' ANCHOR (2) x4 +� EACH TRUSS DLfAGONAL 5RACEW/ GABLE SIMPSON MSTAx2 � • R 1 l3) 22d'a s EACH t DIAGONAL W! CROSS X-BRACING TO COVER 5-TRUSSE5 EXTERIOR STUD WALL CONNECTION BOLT 32" O.G. MAX. X-BRACING TO COVER 5-TRU55ES �% 32 O.G. MAX. BRACING X—BRACING " 8 TO FIRST FLOOR MASONRY WALL NAIL GABLE t0 2X6 � �� DBL TOP PLATE 5!8 GYPSUM BOARD OR I/2 HIGH „- ,- „ c� W/ 126 NAILS 6" O.G. STRENGTH GYPSUM BOARD D I/2 HIGH SCALE: 3/4" =1' -o 2X STUD 16' O.C. MAX. STRENGTH CLG. BOARD SCALE: 3/4 - I (d c) SCALE: NTS MAX. STRENGTH CLG. BOARD A R C H I T E C T S •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 wmv.abAtm4grtgrmp.cvm AA #: W03325 F w w ti F �R A F .x aV9P. a EMOT: CREEKSIDE EXPRESS LOT #84 Pmn=T# 04321.000 mol"m 4EAB "1672— ARIA" w� ate: LEFT PAOM SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES' 160 MPH EV. C 11/17/16 91CALM 1/4"=1'-Oit ar�sT �3 *NOTI-: NAIL_ 5NI=ATHINTo ALL 2X A5 PAR EXT, SHEATHING NAILING, Sd 4" O.G. MAX 1@ EDr_%E5 4 &"-8" O.G. MAX IN TNr= 1=I=LD 2x RIDGE ONE SITE LAIR SECU 2x6 MIN. TO BLK W/ (2) "XS' A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SIZE A W/ 2'X2"X1B WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) 12d NAILS OR k. GARAGE DOOR H IN JOINTS PRIOR TO FILLI MIN. (4) 10d GUN NAILS DBL. TOP PLATE 2x4 COLLAR TIE AT EVERT OTHER DBL. TOP PLATE 2X4 I6" O.C. MAX. RAFTER W/ 2x4 16, O.G. MAX. SECURE 2X4 TO ® m MIN. (3) 126 NAILS OR WOOD W/2-12d • 6'-S' MIN. (4) 10d GUN NAILS O.G. STAGGERED 2x RAFTERS o SECURE 2x4 W/ 2-I/4' SECURE 2X4 W/ 2-V*' TAPCONS OR DRIVE PIN Ixp NAILER SECURE t0 TRUSSES TAPCONS OR DRIVE PIN (MIN. SPANK 91TE .14$ MIN. 0 CI BELOW W/ S OR (MIN.H Ap SIZE J45 MIN MIN. MIN. I HEAD SIZE 300 MIN FLAT TO BLK (3) 10d GUN NAILS CURE 2x4 ON 2• EALTRUSS IWOEMBEDMENT I Y4, W/IN 8' EMBEDMENT I Ya' w/IN S' EA. END NOT TO EXCEED W/ GUT NAILS. EA END Not ro ExcEEp BT. PLA 19' O.G. MAX ARGI-4WA�' SIDE5: IS' O.C. MAX 2Xb GARAGE POOR BUCK W/ C5) RAFTER 70 TRUSS MTS-12 Br PLATE )5'X8" A -BOLTS 4' EMBEDMENT MIN. © CREATE VOID FOR STRAP 2X4 SOLID I W/ 2'X2'XJL WASHER AND NUT PENETRATION SECURE TO T In, GpX SPACED EVENLY FROM FLOOR TO ROOF DECKING OVER 2X4 SOLIDj5LK. 1/2' CDX WITH MIN. 2-126 BLK GARAGE DOOR HDR IN JOINTS PRE-ENG TRUSSES 9EGU SHE E NO PRIOR TO FILLING. WITH MIN 2- 1-2X6 PT BLOCK • CENTER OF PRE-ENG. TRUSS NO EXTERIOR ARCHWAY EXTERIOR ARCHWAY L DOOR HEADER WKI))VXS' J-BOLTS 0 ALTERNATE CONNECTION 2 4' EMBEDMENT w/ 2"X2'xY,' WASHER META-24 RAFTER TO BLK'G 4 CONV. FRAMED ROOF WITH WINDOW BETWEEN TRUSSES 1 SCALE: I/Z"=1' AND NUT. SCALE: I + SCALE: In' =1' -0' 2X4 SECURED TO " 1115 UPLIFT CONNECT / GABLE ENG W/(2)12d NOTES:Ell CECTRUSSES W/ TRLL55 CONNECTOR VERIFY W/ SIMPSOM HTSMZO j' 6'-0' OC. ALL ANCHORS SHALL BE IN ACCORDANCE r0 FRAMING PLAN W/10 106 TO TRUSS 2X4 SECU MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE E OUBLE TOP PLATE AND (4) 1/4' x 2 1/4" S - GABLE SUCH INSTRUCTIONS ARE MORE STRINGENT RIPPLE STUDS • 16' O.C. POURED LINTEL CONT \ W/( • UPR HT GARAGE DOOR MAX B 1900 UPLIFT 1' BUCK ATTACHMENT HEADER SIZE PER SIMPSON L87A-12 • EA. JACK (2) sIMP80 t HtSM20 \ o SCALE: SPAN CHART. STUN, BOTH SIDES OF OPENING. INSTALLED ON OPPOSITE FACES OF BLOCK WALL -3 ' CDX PLYWOOD 2x STUDS • 16' O.C. MAX W/ W/10 10d TO TRU55 GABLE LOCKING SHEATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4" / TRUSS 2x4 BLOCKING DOOR WITHIN J' OF WINDOW/ DOOR TAPCONS TO CONT OPENING OPENING AND SECURE PER POURED LINTEL �„ • EA. RAFTER ��=s�" OPENIN�Z L- EA 7r SCHEDULE — KNAILING KING STUDS (SEE HEADER H2.5 EA /SPAN CHART FOR DETAILS PRE-ENG TRUSS RAFTERq �� iATER • 24' O.C. JACKS (SEE HEADER SPAN CONTINUOUS 4 PRECAST LINTEL CHART FOR DETAILS AND BOND BEAM FRAMING 4 ' a a ,,'. SPECIFICATION) (TYP) JACK STUD ASSEMBLY TO 8E 5 CLOSED VALLEY FLASHING DETAIL FRAMED OVERHANG SECURED ONE PLY • A LIME / / i ''Gi, % ��, USE 12d NAILS, TWO WITHIN 6' FROM EACH END NO MORE N- (D THAN 12' OZ. STAGGERED .TS. 2X4 DBL SP4.32' O.G. MAX T DBL. 2X4 TOP PLATE !1° GLG. BOARD 1/2"xV AB. MIN. 1' TAP CONS TOP PLATE TOP < BOTT I TO SECURE TO FRAMING, 19 EMBEDMENMT 8' FROM EACH MIN Z' COVER NEED MIN 1 1/2', LESS THAN TYP. INTERIOR END 4 32' O.G. MAX. 2' APART PRE FA8 I I/2', WINDOW MUST BE DOOR OPENING WD FRAM SP4 OR H5 • roP AND PRE-FAB PF FAB I/2" GLG. BOARD TRUSS -FAB SECURED To BLOCK 11 - BOTTOM PLATES • EA. FULL TRUSS ANCHOR TRUS5 1/2' CLG. BOARD TRUSS TRUSS LENGTH STUD, BOTH SIDES CONT. METAL i V C 0 OF OPENING. 1/2" GLG. BOARD I/2' DRYWALL TRACKS, TOP < O 12 RA TROFIT N.TS. 2x4 WOOD BOTTOM -' 2x4 BLOCKS LINE OF SLAB STUDS OC• - 1/2' DRYWALL—_.,,,,,,,1/2' DRYWALL 5ECIJRE 2x TO BLOCK W/ (2) 2X4 WOOD'T. r5 LID GROUTED UTED C — CORNER BEAD STUDS •I6" SS CHANNEL SNAPPED•x3' TAPCONS OR DRIVE PIN SOLID GROUTED CELL — i SEALAvr e O.C, U.O.N.015L7t_WALL KING 2X4 WOOD (MIN SHANK SIZE .145) �� A �BAcKER ROD LOCKING T. PLATE STUDS •24' STUDS 24' O.C. W/ (MIN EMBED. I ") 5/5' THICK 3 GOAT \ s' CMU SEE SECURE B E BE MID -WALL TO SLAB W/ 10d O.G. LAYER OF I/2 CEMENT PLAbTER � % ,' - SEGURE BT. �, I/Z'X9' TYPE GYPSUM WITHIN S OF EACH END ANP APPLIED \ \ STRUCTURAL FOR PLATE TO S 1/2' T MASONRY NAIL • WALLBOARD IS' O.C. MAX SPACING. DIRECTLY 7tl \ REINFORCEMENT I/2' DRYWALL 32' O.C. MAX MASONRY \ —2x6 Pt. WD W/ 10d M Nt ATTACHED TO EACH NAIL • 32' 2y(4 PT. SIDE • 12' O.C. Q ° ArtACHED TO FILL MAX SEE FOUNDATION PI=AC MU, WALL / CELL A5 PER GONG SLAB FOR DETAILS GIG. SLAB GONG. SLAB / , PRODUCT a ; � FROM M�AMI DADS - COUNTY STRIP e. ". C. SLAB - - a I ' ` a —a a ( a a �—MOULDING ALL SEE FOUNDATION Q p a� AROUND (BY FOR DETAILS 6404.32' O.C. MAX 1—STORY " ' TRACK BRACKETS DOOR MANUF,) 1-STORY 1-STORY 1-STORY TYP. INT. WALL GA 5rEEL INT. BEARING WALL INT. BEARING WALL TYP.INT. WALL METAL STUDS �q— a — WOOD JJA a wt DOOR (NO UPLIFT) (W/ ) NON-BRG. g;:��(�NON—GALV STEELW UPLIFT ()BRG. BGFmU 4' L'diG VERTICALTRACK1' MIN _.,,BYE RS 8 SCALE: In'=1'-0' :I/2'=1'-0° ARCH WINDOW FRAME BT1`IAUF. SLIDE SCALE: I/2'=1'-0" SCALE: In'. .O�� FASTENED t0M TRACK BRACKETS SCALE: 3/4" = I' -m" W/ 1/4'-20XI/2• 13 GARAGE DOOR JAMBS CARRIAGE BOLTS SCALE: 1/2•+I'-O' AND LOCK NUTS. TR/S5 TO WOOD FRAMING SIMPSON MTS-12 PRE-ENG TRUSSES W/TRLLSS CONNECTOR VERIFY W/ PRE-ENG TRUSS PRE-ENG_ TRUSS FRAMING PLAN PRE-ENG TRUSSES OR DOUBLE TOP PLATE z DOUBLE T LAt CONV. FRAMED RAFTERS 2x CONTINOUS STRESS DBL. 2X TOP PLATE F CRI Tll • I O.C. SP4.32' O.G. MAX BLOCKING MID WALL 7/I6' OS$. w M 2x STUDS • 16' O.G. MAX, g g�ZIP (INSTALLED HEATHING Y PER - HEADER SIZE PER 5 - • EA JACK P-E��7RUS8 D U.O.N. MANUF. SPECS.) SPAN CHART. STUD, IDES OF i' T 4 G SUBFLOOR GLUED 2X BLOCKING • NI M -12 AND SCREWED AS PER TOP OF FASTNER SCHEDULE In, CDX SHEATHING. • 16" O.G. MAX W/ IST FLOOR STUDS TO SHEATHING. SHEATHING OBE 2ND FLOq'KUDS TX STUDS 16 O.G. MAX DOOR/ WITHIN } OF WINDOW! POOR 2X 5R� • 32' 2X BTM. PLATE WINDOW OPENING AND SECURE PER O T 3/4' FLOOR DECKING a OPENI NAILING SCHEDULE PL T MSTA-36 32' O.C. KING STUDS FOR HEADER MAX E �� AND SPECIFICATION)SPAN CHART TIETAILS F O I ER j,� 2X4. 4 STUDS 16' O.0 PRE -ENO FLOOR TRUSS '„� JACKS (SEE HEADER SPAN 1} OS.5. SWEAT OR �" $�(. DOUBLE TOP PLATE PRE- INEERED CHART FOR DETAILS AND CDX PLTUIOOD. ITT ED LATE FLOOR TRUSS Tr SPECIFICATION) PER FAS SGHE LE zx CONTNNOUS STRESS 514E 2 MT5-12 JACK STUD ASSEMBLY TO BEIn BLOCKING MID WALL �j CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK SECURED ONE PLY • A TIME. S I NSr LED PER TEXT. FINIS-4 2x STUDS • Ib' O.G. MAX, W/ 1/4" GAP FROM MILK. TO OS$. USE 12d NAILS, TWO WITHIN 6' ) UAN. „ FROM EACH END < NO MORE BLOCKING UNDER 1/2' GYP. WL. BD. O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT / THAN 12' O.C. STAGGERED ALL STUDS SGURE ETA-I6 SECURE BT. PLATE TORIMETER OF O.S$. TO PROVIDE CONT. NAIL PATTERNJ=EREp SP4 OR 45 • TOP AND tUJEEN TRUSS BAYS W/ TRUSS SP4.32' O.C. MAX SLAB W/ }'x9" ANCHOR U3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOTTOM PLATES • EA FULL (3) 12d'e EACH END ' GMU WALL BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE SIMPSON HIGH STRENGTH OF OPENING EPDXY 1" EMBED. MIN. ®SHEATHING • TOP OF WOOD FRAMED WALL TO BE / I STUDS • 16' OG. STAGGERED MIN. OF Ib' FROM SHEET BELOW SHEATHING TO LAP TO • + SIMPSON SP4 ® BOTTOM OF PRE-ENG'D MTS-12 • EVER STUD 32' O.G. MAX INSTALL ALL SHEETS W/--ACE GRAIN PARALLEL TRUSS BELOW- SHEATHING TO STUDS MUST NOT BREAK I'-4' MIN. 2X4 BT. PLATE INT. 2-STORY L.B.W. FROM 2ND FLR LINE' KNEE WALL DETAIL ® ENTRY g EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 16 SCALE:3/4'=1'-0' scAl-E° 1n'=1'-m' 4 SCALE: 1/2"=1'-0' DOOR OPENING WD FRAMED ATTACHMENT 14 5CALE:1/2'=r-0' 15 SCALE:1/2'=r-0' CONTROL DATE: 07/01/15 mmom AR CHIT EC T S 11 N. RONALD REAGAN BLVD., LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 vmw.abdesigngrowp.com AA #: 0003325 J F y w w 0 F �R w A F ti oumly: as LOT: CREEKSIDE EXPRESS LOT #84 FMOJMTIP 04321.000 mozm e 4EAB "1672- ARIA" GARAGM SWUM: LEFT PA�?� MISC. DETAILS 160 MPH EXP. C ARC HMEC;T: STATE OF FLORIDA Dp� 11/17/16 NICALM 1/4"=1'-0" Cps A R C H I T E C T S Buildine Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL5891.2-R5 N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from 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) J (-50) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact @ head. 11/4" 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 PI Gem 1500 Y FL16104.1-R3 Non Impact p @ head / sill. 1 1J4" 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) / (-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, 11/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door Slab get with transom tapcon. Rest of vertical o/c spacing is 14" max, 1 1/4" embedment. Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Glazed single door (+29.5) / (-32.1) (+50) / (-50) Therma-Tru Smooth Star FL7630.1-R6 Impact right and left corners, 14" max. spacing elsewhere Clopay horizontally and vertically. 1 1/4" embedment. Double Garage Door (+29) / (-35) (+46) / (-42) 16.20 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) / (-44) Clopay 8X7 73 W6 FL16707.24 N/A 3/8" x 2-3/4" Hilti 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 not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 Underlayment Rhino U10/20 FL17801 gauge 1 A" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit (+75) / (-75)rGlobal 2T FL15272.1 1/4" x 20 stainless steel with minimum embedment @ 7/8" Hurricane Panels +or-20 p.s.f. tion 24GAGE 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 U N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 F W h U N 0 F 0. U 04 q i9V9DiV. ee =rOT: CREEKSIDE EXPRESS LOT #84 PROJ=T# 04321.000 sccaEM19 4EAB "1672— ARIA" GARAGM ewnKG: LEFT PAR& PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT: STATE OF FLOAIDA DAT& 11/17/16 SCALM 1/4"=1'-0" SIEEIST iiw._ ARCHITECTS NOTE: No NOTE: IF ZIP SHEATHING SYSTEM IS APPROVED BUILDING, WRAP IF ZIP SI-IEAt-1NCa SYSt�M IS 6„ INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE ��asHl «atl®L w/B�ouse� 6' o VERTICAL LAPS (ROLL MANUFACTURERS WRAP MATERIAL) OVER MANUFACTURERS ENDS) t 6' • HORIZONTAL LAPS. INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAT -_ LATH VERTICAL LAP TO BE 1" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. \ WITH FORTIBER SHEATHINGS FLASHING TO EXTEND ONTO PIPE I' OR LESS PIP �6'x6' SELF -ADHERING, MEMBRANE / PENETRATION FLASHING, (COMPATIBLE W/ HOUSE PREFORMED CONTROL JOINTTHICK 3 COAT CEMENT WRAP MATERIAL) OVER 4Nx4FLANGE OF CONTROL JOINTS T ' Ir PLASTER FLASHINGSELF-ADERINGOVER MEMBRANE BE WIRED TIED TO LATH • 9"WRB LAYER 02, FORTIFIBER HO SEW OVER APPROVED O.G. MAX (VERT.). NOTE: DO BUILDINGS PAPER I" MIN. LAP « METAL \ HOUSE WRAP. NOT FASTEN CONTROL JOINT TO FLASHING, TO EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH V LEG, MAY BE USED TO TEMP. FASTENED •T' (VERT.) O.G. MAX � X X X SECURE CONTROL JOINT AT SUPPORTS X X X CUT AND OVERLAP ONE SIDE OF \ DURING, INSTALLATION �� WRB LAYER M, SELF -ADHERING, MEMBRANEenateN=WC to AV= AS=er_S=n\ STUCCO WRAP METAL LATH FLASHING _ ... w�� GUT AND OVERLAP ONE SIDE OF SELF -ADHERING, MEMESRA 1E PLASTER STUCCO WRAP .7 I Cr— 'I v I �r -A FLASHING • T' O.C. MAX VERTICALLY WOOD SHEATHINGS // / WRB LAYER M1 i' THICK, 3 COAT CEMENT WRB LAYER MI, OR I/2' TIP SHEATHING, � �/ ; STSTEM �NSTALLED PER V ,� STUCCO WRAP METAL LATH MANUF S. GS.) &' MIN PAPER LAP BELOW ONLY / WRB LAYER 02, FORTIFIBER WRB LAYER M2, FORTIFIBER BUILDING, PAPER I WRB LAYER 02, FORTIFIBER ILI �BUILDINGs PAPERII�DArpHAPER �, ISTUCCO WRAP ��FLASHING, OVER RINGS MEMBRANE �r SELF -ADHERING, MEMBRANE \ INSTALL FASTENERS (CLIPS, FLASHING, OVER APPROVED J' T° , HOUSE WRAP. HALL NOT WOOD SHEATHINGS STRAPS, STAPLES) AS E CONTINUOUS 1, TO all"MIN To OR I!2' TIP Si REQUIRED TO SECURE FLASHING: TO EXTEND ONTO PIPE ATH S SYSTEM (INSTALLED PER PIPE/ WIRE TO FRAMING, HROUGH CONTROL MIN. MIN. M UF. SPECS.) 4'x4" SELF -ADHERING, MEMBRANE FLASHINGOVER APPROVED OINTS BUT SHALL E HOUSE WRAP, STOPPED AND IED AT EACH SIDE. PROVIDE 2X4 BLOCKING I° MIN Lan FLASHING: TO EXTEND ONTO PIPE 63 �AP,a O =R R ASTM GI0- 1014 PLACED FLAT MAX. W TO 8' ALL LAP FRoM CONTROL JOINT WHEN ) APER LAP \ ��' CONT. BEAD OF SEALANT CONTROL JOINT FALLS ON ` OT \ / SCALE: INSTALL APPROVED gTRuCTURAL STUD I I/2'=1'-0" FASTENERS FOR LATH TO 5E NAILS OR -- HOUSEWRAP AIR INFILTRATION BARRIER OVER TAPLES IN COMPLIANCE W/ ASTM C1063 , WIRE TIES TO BE (NO. 18) 0.04'15' WIRE / j SHEATHING . BLOCKING, SHOWN MAY BE IN ADDITIO� \ ELASTOMERIC COATING, OVER STUCCO/ O WALL STUDS REQUIRED PER PLAN / G.V. FINISH (SEE TYP WALL %EGTION) VERTICAL LATH & PAPER DETAIL \ / WOOD STUDS r SECTION PER FBC R7o3 6 1 Extenor lathing and plastering SHEATHING, r: Extenor use of portland cement plaster NOTE. OR 1/2' ZIP SHEATHING, SYSTEM shall comply with the application SIDE LAPS OF METAL 77(INSTALLED PER MANUF. SPECS.) requirements of ASTM C 926-12A. PLASTER BAg gHALL NOTI BE SECURED TO BUILDING —Installation of exte or lathing FRAMING, MEMBERS. PAPER 6° MIN. IF ZIP SHEATHING SYSTEM IS 1 end framing O"M" TYPE CONTROL JOINT THEY5ETIUE LL S `LAP INSTALLED, PLEASE SEE shaucomprywitnASTMC10 �tzA, WITH 0�415-Ik (1.2I-r-") STUCCO ° LAP 6 LAT WITH WIRE AT INTERRVALS NOT LAP a PAP=` INSTALLATION PROCEDURES MORE THAN 5' (229-MM). AS PER A5TM voG3 jC2) L FOLD NWARD • PT. A 118.1. — L FOLD NWA • Pr. A / z C 11iii • Pr. 5 �J NOTE: (&FOLD ® KI C ISO U T FOR REPAIR OF TEARS ® IN WRB LAYERS, TEARS IN LATH F 1 E N E T A T l ON l T A f L D E `FAIL, MAY BE PATD & PAPER DETAILE W/HOUSE WRAP TAPE j� I y . T . S PER MANUF. SPEC. OR PEEL t STICK • 4?Y �� ® 1/2" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. — O LFOLD INWARD • I. FOLD NWARD • Pr. A C�) IspEc;S.)LOIR WOOD SHEA ItHllAI G 111, Pr. A 2. OREASE • Pr. B WRB LAYER 2. CWASE • Fr' 9 3. GREASE • PT. C STUCCO WRAP 3. CREASE • PT. C 4. FOLD PT. C OVER Pr. STILL. PT. G TdJOHEB 90TTOM FLANDE ® -- $" THICK, 3 COAT CEMENT f PLASTER LEGENID- METAL LATH 7j777 LAP WRB E TAPE OVER D fRA I NAi FL ANE (U 5 0 ©FOLD ® ROOF/WAl_L SCREED STUCCO UJiRAf) TERr r NOTE: SEAL. FOLD, 2Q IF ZIP SHEATHING SYSTEM IS NQTCUT. Z 5"X5" "L" TYPE CONTINUOUS L� VR5 L A�E � *2 «ORT F 18 iR INSTALLED, PLEASE SEE -, ' Z GALV. METAL FLASHING 5U I L D f NCB FAFE �R) MANUFACTURERS (NAIL TO ROOF DECK, NOT INSTALLATION PROCEDURES PLASTER3 GOAT CEMENT WALL SHEATHING) WRB LAYER 02, FORTIFIBER . NS.su�t4i.. 5UILDING, PAPER ,mow j .'. '\ NS QSHINC'i7l--I R D- GOM NTIL, �/ /� X /� X X � f�tL t{ } ETL4-A WRD LAT CR ^I, / « STUCCO WRAP /J /' /� LAP LAYERS OF OUILDIND WRAP S T L l„/ `/ O 4 Qa �R AILIND rL A9dVEOF ��V�N %" 1-4111 SCREED Z \ \ 4 . ROOF CEMENT B,�B WALL FLABHIND ,-�� SI-41NGLE ROOFING, OR 1/`•1JOODEAtI—N I�NCz Sl'STEI�'I (INSTALLED PER I"IANUr. 51=rz ) KICK -OUT FLABHND (SEE DETAIL) .�� _ > :,," S LF - AD � S I V FL ASI41NIG IF ZIP SHEATHING SYSTEM IS NOTE' INSTALLED, PLEASE SEE � MANUFACTURERS tITAL LAt�4t_ LATT 4 O 5E FEF� F5C ERLAYMENT — WATER rlGs r SEAL (MEND OR INSTALLAt ION PROCEDURES .1 / >�STI"I 1" GIN. 23 L55. BHINGLEE ROOFIND 0 "+ NOTE: INSTALL KICKOUT SOLDER DO NOT CUT) / FLA&-IND AT @O1TOM OF ROOF 1 V VG WALL NTERSECTIONB DRIP EDDE, OVERLAP 3' EXTEND I/2'5ELOW LAT�4 DOES NOT 1„1'EET SFECIFICATIONS) BREATRNY,, MECHANICALLY rABCIA WRA" ! ! ! ! '�I p �-y -1 T �r /�y FABTEN 4' OF. MAX L ll-I L / \ \ IF--H � II v f JL L11J JJLL JJLL JJJLLL JL 4N d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrvwp.com AA #: 0003325 F N W U W h 0. W A F A x ti Lj LOT. CREEKSIDE EXPRESS LOT #84 PROJECT# 04321.000 MOSHM 4EAB 1672- ARIA" G'AR,AA'8: sivr G: LEFT PAOM WALL ASSEMBLY DETAILS 160 MPH EXP. C 11/17/16 SCASM 1/4"=1'-0" S>EMT WAji NOTE` INSTALL 6' SELF -ADHERING NOTE: IF ZIP SHEATHING SYSTEM IS MEMBRANE FLA5H1NGa OVER STUCCO IF ZIP 5HEATH41NG 5`r eTEM IS INSTALLED, INSTALLED, PLEASE SEE TOP, SIDE(S) AND BOTTOM FINISH PLEASE SEE 1" IANUFACTURERS INSTALLATION MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. ro SELF ADHESIVE IN WOOD CONSTRUCTION PROCEDURES SEQUENCE OF FLASHING TO BE: OVER TOP 6 SIDES 1/2" ZIP SHEATHINGS SYSTEM 1/2" ZIP SHEATHINGS SYSTEM I BOTTOM 2. SIDES, 3. TOP (INSTALLED PER MANUF. SPEGSJ OR (INSTALLED PER MANUF. SPEGSJ OR X VENT GAP IS TO BE SET 1N BEp SELF WOOD SHEATHINCz WOOp SHEATHINfS _ I OF SEALANT TOP AND FLASHINCs ' WRB LAYER *1, WRB LAVER1, stucco WRAP X SIDES O SE ANT IS "i O BE UNIT WRB LAYER "2, FORTIFIBER - tool s s T DEFLECT �:s STUCCO WRAP W AWA JOINTS. �' BUILDINGS PAPER PREt-INUF. DRYER ( i X -Z D L AROUND METAL LATH e , I NT Y SEALANT ALL VENT GAP (SET IN WRB LAYE F RTI IBER j NT AND INTERSECTIONS CONT. SEALANT) , WOOD i/a' TEXTURED l 5UILDING E CONSTRUCTION .�^FINIs�+ ®wooD � ' PLY SEALANT At PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO � ,, FASTEN r0 WOOD STRUCTURAL ON ALL SIDES,Y4" CAULKING JOINT SEALANT m MEMBER m i' OG.MAX ALL AROUND g° I COAT CEMENT 8' GMU f, TOP E SIDES L T R Ye' TO X2" W[ID-WALL PER FBC R703.6.1 M: Exterior lathing and plastering =4 Exterior use of ortland cement plaster ' " -yell E1 p To MI -WA AG O a 9 B KER ROD —I] _ shall comply with the application � B DRYER VENT (BLOCK) LO C K) WEEP SCREED. r' requirements of ASTM C 926-12A. X req STRIP6" LUIDE ADHESIVE FLASHINGs, GLEAN ' Installation of exterior lathing and framing 00 MASONRY BEFORE APPLYING :r X shall comply with ASTM C 1063-12A. 5ELF-ADHE551VE i �� TEXTURED WRB LAYER *I, ' FLASHING STUCCO WRAP ; X BUILDINGS PAPER FINISH a MASONRY X HOODED VENT OVER QUICK WOOD FRAMEI-) WALL 76 HORIZONTAL WEEP SCREED i" T{41C:K, 3 GOAT CEMENT FLASH" I— — —) PLASTER FRAME TO BLOCK) — HORIZONTAL WEEP SCREED METAL LATH PIPE THROUGH WRB LAYER *2, FORTIFIBER WALL ( FRAME TO FRAME) NOTE: BUILDINGz PAPER NOTE: IF ZIP SHEATHING SYSTEPj IS WOOD SHEATHINGS '; �%� INSTALLED, PLEASE SEE — ,-, � / IF ZIP SHEATHING SYSTEM IS INSTALLED, DRYER VENT (FRAME % PLEASE SEE MANUFACTUR�Rs NSTALLATION PROCEDUfs A 6" SELF ADHESIVE % INSTALLATION PROCEDURES FLASHING (INSTALL PER MANUF. SPECS.) % OR 1/2' ZIP SH ATHINCs SYSTEM 00 !INSTALLED F9`R MANUF, SPECS.) BUILDING PAPER i WOOD SHEATHINGS UNDER "QUICK FLASH" WRB LAYER "I, WRB LAYER *I, NOTE: cut OPENING IN STUCCO WRAP STUCCO 04AP IF ZIP SHEATHING SYSTEM IS APPROVED HOUSEWRAP WRB LAYER 02, FORTIF15ER INSTALLED, PLEASE SEE FOR PDX INSTALLATION BUILDING CAPER MANUFACTURERS coroistucnoN INSTALLATION PROCEDURES CUT °x° INTO A VENT PENETRATION WRB LAYER *I, SELF-aDH>=RIND META A ` STUCCO WRAP MEMBRANE FLASHING SCALE: N.T.5. 8' GMU G I EAD APPLY SELF-ADHERINCS SAND 1" IMBRANE FLASHING R4 E - WOOD SHEATHING�� I OVER BOX AND OVER To v M� LU APPROVED WRB LAYER WEEP scR eT F= '*1 5T E F v WIDE STIRIP SELF ADHESIVE ELASHINrz, CLEAN MASONRY FEFORE APPLYINCS APPROVED Z FLASHING HOUSEWRAP WRB LAYER 01, EIELOW STUCCO WRAP ELEC. METER FIELD 1 VERIFY LOCATIONELEC. METER FIELD STONE vENEER OUT SUCH THAT APPLY 61D MIN SELF-ADHE RINCs OVER Sc�cTCH IS VERIFY LOCATION o NO MEMBRANE GRADE 'D" PELT MEMBRANE FLASHING EKTERS BOX, OVER ING APPLY STUCCO SCRATCI-4 COAT APPLY t0 FACE FLASHING OVER - EpGE FLASHING OVER WEEP S :REED AND ONE (1) LAYER OF PAINT APROVED 7C HORIZONTAL E C W./STONE VENEER I �;� i PRIOR TO INSTALLING ELEC. HousEWRAP METER WRB LAYER "2, FORTIPIBER (FRAME TO BLOC CAVITY' aUILDINa PAPER WITI-41RIGID POLYMERIC 5T F 3 ST � 4 �� ISOCYANOTE-POLYBLEND FOAM z ("GREAT STUFF" OR SIMILAR) ELastoMERlc APPLY A SILICON DRAINACzE PLANE (UJRB BASE SEALANT AT POINT LAVER #I, STUCCO WRAP) THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD OVER' 60 MIN UJRB LATER #2 (PORTF15ER AREA TO RECEIVE FELT -PROVIDE E3UILDINCx PAPER) STUCCO 5CRATCH4 COAT SEAL -ANT AT ALL METAL LATH x—x—x—x 1 COAT OF PAINT W/BACK- O��S TS AN> ONS ROLL PRIOR TO STUCCO E, ' ' ` ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER TI4AN THE ELEC. .o.o.o.o O .O.O.O O .o e. o. •o 0 0• o. .o O• .O .o e. O •o.o.o•o WOOD SHEATHING .a METER CAN OR METER CAN / OR 1/2" ZIP SHEATHING SYSTEM COMBO OR METER CAN AND (INSTALLED PER MANU-. SPECS.) DISCONNECT 5T E f= '*E7 eT 1= SELF-ADHEeIVE FLA5HING — — — NOTE: ELECTRICAL RECEPTACLE METAL LAIN: LATH TO8E PER ABC 8 ]ELECTRICAL CONDUIT � RR103.&.1 / ASTM' G - 84 09, MIN. 2.5 LPS. PENETRATION PER 5Q. WARD (UTILIT'�- OR NOMINAL LATH DOES NOT MEET SPECIF-IGATIONS) COATINGS OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH A R C H I T E C T S 1 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W ti F 44 'R A F A ate. zo CREEKSIDE EXPRESS LOT #84 21 000 lILOORMA 4EAB "1672— ARIA" aw az xWEING: LEFT PAOM WALL ASSEMBLY DETAILS 160 MPH EXP. C AfiCHITECT: STATE OF FLOFWA 5 11/1"7/16 1 S+CALM 1/4"=1.-0" 1 c0 EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL _ WRB LAYER 11, _-WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR PECKING y BARRIER I WRB LAYER "2, FORtIFIBER FINISH LAYER (2 LAYER 3" X 3' 26 GA. CsALV. WEATHER RESISTIVE WOOD WR5 LAYER PAPER PRE-ENG'D TR48S Q METAL DRIP EDGE / BARRIER "2 CONSTRUCTION ' PEEL t STICK) SET IN FULL BED Or - CONSTRUCTION ` ! $" P. THICK, 3 COAT CEMENT WEATHER RESISTIVE SEALANT " MIN. - 6" SA 3/a HAT CHANNEL PLASTER BARRIER "I 6" PEEL t W/5/s" TYPE 'X' DRYWALL STICK DRIP SPACE FROM DRIP % �.� PEEL t STICK 6" SAS. WEEP SCREED WEATHER RESISTIVE EDGE t0 FACE t0 TREX 1 N2"x3" 'L' FLASHIWs TO SH INC) WEEP SCREED BARRIER "2 DECK i .. FULLY EMBEDDED 4" O ItIVE' tHIGK, 3 COAT CEMENT) V RIE ••--••---- ---- - ,ti I IN ROOF CEMENT - i 1 i1' X 3' 26 CAA. GALV, WOOD SI 4EAtHINCz r I E METALS LATH / I ya" CHAP FOR BACKER METAL DRIP EDGE WRB LAYER wl, �` I I ROD t SEALANT SET IN FULL BED OF STUCCO WRAP r SPACE FROM DRIP WOOD SHEATHING I VXI 3/a" Pt. OR SIMULATED Ya" GAP FOR BACKER WOOD (TREX) FILLER, ROD t SEALANt r VINYL CASING BEAD " THICK 3 GOAT CEMENT r - \\ A CONTINUOUS \ �, FACE 70 TREX WEATHER RESISTIVE PLASTER r , y SFI F_ApuFRFINCs /'C ` WATER fi'ROOFINCx Ist \ WEATHER RESISTIVE VINYL CASING BEAD BARRIER 1 AM66-WFWG-Ism CUSTOM ASING BEAD � , + r� FLASHING WRAPPED LAYER (2 LAYER PEEL t� / 1 t� ycFicR -i \ X \ WEATHER RESISTIVE EXTERIOR GRAPE TOP OF WEEP SCREED PRY WALL STICK) WRAPPED FROM __� WEATHER RESISTIVE WATER PROOFING 1st i� BARRIER "2 TO SI�EAT1 IINCs BELOW BALCONY DECK r0 p ( BARRIER "2 LAYER (2 LAYER PEEL EX R COLUMN WRB LAYER "I, " THICK, 3 GOAT CEMENT CANTILEVER APAW{ORCLdMrr 1 t STICK) APAWer ai1AWa UM HEATHING X.` \ STUCCO WRAP IT[ SG IN PLASTER 6" PEEL t STICK PECK MEMBRANE, VINYL CORNER BEAD DRIP EDGE To PECK , S EXTEND RIP PEEL t STICK WRB LAYER '"2, FORTIFIBER NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR EDG 2 x3 L FLASHING r i I FULLY EMBEDDED IN BUILPING PAPER (SHOWN FOR CLARIFICATION OF ®® 3 3 26 A. ALV. SUB FLOOR r--- -_ _ _ l ROOF CEMENT SEPARATE ACCESSORIES ONLY) M RI DGE ! , ------ _== SE IN F L BED OF IV' X 3" 26 GA. CsALV. 6" SELF-ADHEREING E t Ys' MIN. to I �\ r 1 Y2 XI 3/a P.T. OR SIMULATED SET IN FULL BED Or - I LAYER ""I, rr ®LGORNER OF WRAPPED A DLEVER WOOD (TREX) FILLER, AGE ACEOROM DRIP I P.T. OR SIMULATED ME L DR P EDCsE STUCCO WRAP ` ,. CONTINUOUS SEALANT, )¢' MIN. PPED PROM 4' POSITIVE DRAIN VINYL CASING BEAD O l7REX) FILLER, SPACE FROM DRIP AMICO AM66-WFWG-ism �`�� ,� L WEEP SCREED Ya" GAP FOR BACKER G Nt UOUS CUSTOM CASING BEAD \� ROD t SEAL t WATER PROOFING let /FACE t0 TREX FINISH LA l2 LAYER LAYER (2 LAYER PEEL t �A �R SEALANt VINYL CASINCs BEAD '`-----_,, PEEL t S G STICK) WRAPPED FROM Pt. BACKER ROD. WATER PROOFING let C ANT1]C�E V]ER DR��v STICK) MODIFIED 90 3/4 !ENT BALCONY DECK TO LAYER l2 LAYER PEEL 4 NO GAP IN FIELD 1 O CH NEL CANTILEVER 3/4 RESILIENT BALGONYADECK O (SHOWN FOR CLARIFICATION OF NOTE: 1 VI YL A51 Cs A THICK, 3 GOAT CEMENT HAt CHANNEL CANTILEVER SEPARATE ACCESSORIES ONLY) IF ZIP SI�EATI-IINCa SYSTEM IS E D PLASTER VINYL CASING $SAD CASING BEAD INSTALLED, PLEASE SEE METAL LATH P THICK, 3 GOAT CEMENT ": ,' .�` "' " . „ � WOOD SI-4EAt1-41NCs PLASTER CASING C� CANT. MANUFACTURERS 5/8' PE "X" DRYWALL 10 A INSTALI-ATION PROCEDURES �j �} � W/TEXTURED t PAINTED r WEATHER RESfStIYE 5/8" TYPE "X" DRYWALL METAL LATH 1 1 BARRIER M W/TEXTURED t PAINTED SCALE: 1 1/2'=1'-O" FINIS! I illEAtl 4ER RESISTIVE FINISH WOOD SHEAt+41NCs " THICK, 3 COAT CEMENT k5ARRIER "2 DR�IN�4C PLr4NE CUJR3 PLASTER POSITIVE DRAIN" THICK, 3 COAT CEMENT 4' POSITIVE DRAIN 4 WEEP SCREED PLASTER WEEP SCREED NOTE: VINYL CORNER BEAD NO CHAP IN FIELD / #I, STUCCO �URr�P) VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF 1"IETAL LAT�I: L�AT44 TO PAR I —BC (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY jR703.0.1 / ,4571 1` G=B4i=Olb, MIN. 2-e LE35. WRB LANrER *2 (F-ORTF15EFR — — — — — SEPARATE ACCESSORIES ONLY) P IR 5a. �',4RD (UTILITY CAR NQr ADNAL BUILINCz P�4PER:) BALCONY DRIP BALCONY DRIP 11A 11C EDGE INSTALLATION Ca)COLUMN LAT�4 DOE5 NOT 1„I ET 51`' GFGATION5) METAL LAT4 4 x x x x EDGE INSTALLATION -- (wrL" FLASHING) SCALE: NT5 NOTE: coNStRucrioN STUCCO ° WOOD SH=ATHINCs NOTE: IF ZIP SHEAt ING ,5'r = IS INSTALLED, P EASE SEE ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACtU RS WEATHER RESISTIVE WRB LAYER i, MANUFACTURERS INSTALLATION PROCE RES BARRIER M WOOD GJATiIN�$"�; i',.`: ✓%i' 2x FRAI"IINCs I"IEI"1B)R STUCCO WRAP( INSTALLATION PROCEDURES 3/4 RESILIEN —WEATHER RESISTIVE HAT CHANNEL BARRIER n j THICK, 3 COAT CEMENT > WOOD SHEATHING HN 5ELF=AD�4ESIVE FLA514ING PLANER WRB LAYER 02, FORTIFIBEIR _ VINY BUILDINGS PAPER �� m ! THICK, 3 COAT CEMENT r PLASTER „ CORNER BEAD WRB LAYER #1, — � FASTENED TO SHEATHING j STUCCO WRAP /tE URED t PAINTED METAL LATH METAL LATH PE DRYWALL WOOD SHEATHING = �? a O.G. MAX. I OR I/1' YIP 6UEAt44ING S75TEFI ' AF� X �X .x—X_x (INBtA I P[] MRMANUK.&'EC .) '�. g' THICK, 3 COAT CEMENT I WRB LATER w2, FORTIF(BER " THICK, 3 GOAT CEMENT„ (2J 2x12 HEADER J� PLASTER BUILDINCz PAPER PLASTERWRB LATER #1, ro"SELF-ADHERING — METAL LATH 4' POSITIVE DRAIN x STUCCO WRAP FLASHING L: J VINYL COMER BEAD III WEEP SCREED. ,II `!EXPLODED 8' THICK, -3 COAT CEMENT VINYL CASING BEAD NO CsAf' IN FIELD WOOD SHEATHING I I' VIEW FOR PLASTER (SHojiN FOR CLARIFICATION OF 'I CLARITY) F SEPARATE ACCESSORIES ONLY) I METAL LATH DRIP GAP I • �, DRIP EDGE WRE3 LAYER w2 FO�TIF15E1R 111. D �. INSTALLATION 5UILDING PAPER WINDOW FLANGE WRB`L YER *1, NOTE: j� j� /� (� STUCC WRAP IF TIP SHEATHING 5 5 EM IS WOOD CONSTRUGITON C14A 0 R N E R B JIB AD �% F � AM E � INSTALLED, PLEAS SEE / MANUFACTU RS WEATHER RESISTIVE WRS LAYER "2, FORtIFIBER INSTALLATION PRO E URE5 BARRIER �1 / CORNER BEAD BUILDINGS PAPER WEATHER RESISTIVE (FASTENER A SPACING rt" O.G-> > j TBARRIER "2 , METAL LATH A VINYL CASING BEAD �� ' THICK, 3 GOAT CEMENT �' THICK, 3 COAT CEMENT PLASTER PLASTER 5/8' TYPE "X' DRYWALL METAL LATH W/TEXTURED t PAINTED 6 "SELF -ADHERING 1 FINISH dta� �2 zl � i4 s STIEM FLA � GMU �dl� SI-41NG THICK, 3 COAT CEMENT PLASTER THICK, 3 GOAT GEMS\T DRIP CAP VINYL CORNER BEAD I I VINYL CORP. 4° PLASTER APPLIED -- POSITIVE DRAIN WEEP SCREED D IREGTLY TO MASONRY' WNDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1 /¶ B CORNER BEAD AD 0) BLOCK 15 B CASING BEAD � WINDOW L� @DRIP EDGE INSTALLATION (FRAME, NO ]BAND ARCHITECTS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 rn W U w 0 F 0. +J W A F 4 x S'v'9DIV. As LOT: CREEKSIDE EXPRESS LOT #84 F OJRC 000 moDame 4EAB "1672— ARIA" GARAGE 81111' G: LEFT PAOM WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORDA 1� 11 /17 /16 SCAIM 1/4"=1'-0" N11 111� "miko NOTE: -------------------- IF ZIP SHEATHING SYSTEM 15 J" CHIC OAT CEMENT .-'� INSTALLED, PLEASE SEE cA�lu��aD PLA R 8 TI-41GK, 3 COAT CEMENT WOOD SHEATHING PLASTER �\ MANUFACTURERS To TIr L T SEALANT INSTALLATION PROCEDURES 1X TRIM MEM3ER 1 METAL LA �\ WRB LAYER *I, a STUCCO TO / STUCCO WRAP SIDING TRANSITION LAG F`AF, FORtIFIBER WOOD SI-4EATI-IINCz uILDIN� PAPER b SIDING l , WOOD SHEAtHINCz i �` WRB LATER "2, FORTIFIBER - �� 1 BUILDING PAPERi x: WRB LATER #I " �' "'�' F. .I , i� F �dfMM1.InFn mhu�.gn .@ r�� m.N.w N.wunli C/ r` STUCCO WRAP -- ---- ---- WINDOW FRAME WRB LAYER *2, FORTIFIBER METAL LATH; / / BUILDINCrt PAPER ' WRB L E +I, WRB LAYER "I, " THICK, 3 GOAT CEMENT �' WRB LAVER #2, FORTIFIBER St stucco WRAP E-Z BEAD VINYL CASING PLASTER BUILDING PAPER (W/V FLEXIBLE PVC BACKER ROD) CASING BEAD 6"5ELF-ADHERING % METAL LATH J 6" SELF- FLASHING - ' ' VINYAL ANGLED j ,•(EXPLODEp a TI-41GK, 3 GOAT CEMENT FLASHING OR PEEL E STICK \ CASING BEAD VIEW FOR PLASTER SIDING T' O STUCCO \, WRB LAYER I, STUCCO WRAP, CLARITr) WRAPPED AROUND FRAMING ``�'�. CASING- BEAD `` `'� MEMBER 18 SELF ADHESIVE FLASHING DRIP GAP (CROSS SECTION) % * WOOD SHEATHING I WINDOW FLANGE WR8 LATER I. 2X FRAMING ; STUCCO WRAP / . Ii i WOOD CONSTRUCTION MEMBER DETAIL BELOW EXPLODED VINYAL AGED / BEYOND `\..CASING B FOR CLARITY WOOD SHEATHING: � \ WEATHER RESISTIVE WRB LATER "2, FORTIFIBER BARRIER /. '------------------------------------------------ - ------------------------------- ----_-- BUILDING PAPER ; ; LEATHER ATHERRRESISTIVE METAL LATH# -1 y LAP SIDING __---------------------------- ----- ------------------------------------------- �� / IREVEAL / 6" SELF -ADHERING: 1 / FLASHING: or 6' SELF -ADHERING / 1 1" THICK, 3 COAT CEMENT ` " THICK, 3 C OAT Ci=t =NT n FLASHING: WEATHER RESISTIVE ; '/ y4 C A TYP \ ' r I BARRIERM �ASIN� 5EAD PLASTER PLASTER - I' ' / WEATHER RESISTIVE ` STARTER STRIP— TC UJNDDU METAL LATH / \ _ BARRIER �a SEALANT "SELF-AC�I-4ERING \ ,1 i' I \ FLASHING •• r DO NOt CAULK 6" SELF -ADHERING: �� ; SEAL OPENING: 1 FLASHING , GALVD METAL W AY 02 FORTIF181=R GAL tAL Z' FLASHING DRIP CAF ��...� z �� T CAAFER OPENING OR WINDOW FRAME OD SIMME 5E- WINDOW FI-ANGE oD IM I -ATE R D SHEATHING CASING BEAD 0 WINDOW / ! o I Ya' X 6' SIMULATED � 1 WOOD TRIM MEMBER f B AN D� cramravm—:xnran r r:.vv , srra -_--..... FRAME, W/ ` / SEAL APPROVED SEALANT a 15C STUCCO CASING: BEAD _ WRB LAYER *I, SIDING TO STUCCO / STUCCO WRAP 0 BLOCK TO FRAME NOTE: IF ZIP SHEATHING 5r5TEM 15 TRANSITION WOOD 5I4EATI-41NC INSTALLED, PLEASE SEE 19 6° WIDE PEEL 4 STICK MANUFACTURERS ' OVER FLANGE INSTALLATION PROCEDURI=S WINDOW FLANGE �/ �\ I METAL LAT{4 NOTE, 1 / E-Z BEAD VINYL CASING METAL LAT4-4: LATI-4 TO BE PER 1=5C j (W/%` FLEXIBLE PVC PACKER ROD) I 2X FRAMING R703.6.1 / ASTM G-84�-,a9, MIN. 2.5 LBS. � I WRB LATER *I, MEMBER •APPLY FULL BED Oi: SEALANT BETWEEN !� uiccD 5I4EATI4ING PER SQ. YARD (UTILITY OR NOMINAL STUCCO WRAP LATH DOES NOT MEET SPECIFIGATIONS),- FLANGE BUILDING WRAP BUILDING WRB LAYER 02, FORTIFIBER T WRAP BUILDING PAPER J I i WOOD CONSTRUCTION FLASHING ``-"------------------------------ - #1 BEYOND 6' SELF -ADHERING i WOOD SHEATHING: i I 8" THIGK, 3 GOAT CEMENT W ARTRHIERR RESISTIVE I WE arHER RESISTIVE IER"ITOLAP � � i" E Al- WINDOW CASING PLASTER - � I WEATHER RESISTIVE / 6' MI ABOVE TOP I I II J� �/ } p B{aRRIER n / / \ r LASHING X W�5 / L, O� l I � I\ W%6 VEALPSIDINCs /q 16A / IL 5UILDING; F,4FE` I ATHERRESISTIVE 6' $ELF -ADHERING: BARRIER w z \ AR WEATHER VINYL ANGLED 7 FLASHING \ R 02 CASING BEADix TAL LAT ' `� 6TARTER STRIP VINYL CASING BEAD I I ETAL 7' FLAGALV'DSµI DO NOT CAULK OR SEAL OPENING DO NOT CAULK OR ( XPLODED SII I ICK, 3 COAT cr=" IEN Iq� \ / -- SEAL OPENING , GALV'D METAL WEATHER RESISTIVE YE LEGEND VIEW FOR 7 FLASHING BARRIER *1 TO LAP Y CLARITY% WOOD6tRgM MEM E R 6" MIN ABOVE TOP of z° FLASHING DRAINAGE PLANE (WRB x y,rz-z AD, VI W SIMULATED 1 ; (W/%' FLEXIBLE v / WOOD twM MEMBER LAYER *1, STUCCO WRAP) BACKER ROD) k:I \ / ' SELF -ADHERING 6' SELF -ADHERING: I i I FLASHING FLASHING \ I WRB LAYER #2 (FORTIFIBER — — — — Ye' THICK 3 GOAT \\L4SEAL GAP W/CAULKING: BUILDING PAPER) CEMENT PLASTER OR APPROVED SEALANT WEATHER RESISTIVE WEATHER RESISTIVE BARRIER "I BARRIER h METAL LATH X—X—X—x AS Ei AD ` RAISE WEATHER RESISTIVE (E-ZW/ BEAD VINYL CASING BARRIER "2 BAGGER ROD) PVG STUCCO BAND (F_JFL-%),AME) SIDING TO STUCCO WEATHERRESISTIyE 17A�� FRAME TO FRAME BARRIER 2 WOOD SHEATHING 5GALE: 1 1/2" =1' -m" TRANSITION OR TA LE PERt'- NCs . SPEC 1 � (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING A R C H I T E C T S %��/'�es� n Vfi V�+ilnc. 11441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6075 FAX: 407-774.4078 www. abdesi gngrow p. com AA #: 0003325 w w 0 a y a F A x ti m 0 0 cQ atrantw. ee sas: CREEKSIDE EXPRESS LOT #84 04321. 000j iI[CDffiIe 4EAB 1672- ARIA" ARAR?� am==: LEFT PAAM WALL ASSEMBLY DETAILS 160 MPH EXP. C 11 /17 /16 SCAB 1/4"=1'-0rr I00A ARCHITECTS CUT HOUSEM AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OP L OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 INSTALL 6' SELF-ADHp FLASHING C NAILING FL, JAMBS EXTEND FL I' BELOW S FLEXIBLE F DO NOT SE FIN TEMPORARILY FOLD -UP : SEC I-IOU5EWRAP (O TUCK FLAP UND at HEAD FOLD HOUSEWI IN AT JAMBS 4 SLOPE SILL R VSTALL 6' iELF-ADHERNG 'LASHING OVER VNYL HEAD °LA5HINGs (WITH END )AMS) NAILING :LANCE .)(TEND SELF -ADHERING LASHING I' MIN 3EYOND JAMB LASHING VSTALL VINYL :AP MN STEP "7 ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES.(CAP NAILS, STAPLES) INSTALL DUPONT PLEXWRAP AS TH FLASHING AT THE FOLD HOUSEWRAP DCWN t TAPE DIAGONAL CUT : ACROSS HEAD OF WINDOW 'S�.) *t� STEP 8 1pPLY 4b' 'ONTINUOU! 7F SEALAN AMB8 ANC 1PPLY TO IINDOW NA LANGsE IN ARE-PUNC+ IOLES OR INSTALL 6' WIC.lE ADHESIVE SACKED FLEXIBLE FLAS1414 MATERIAL OVER DRIP GAP JOINT (PROTEOTO-WRAP 51'-20XL or EQUIV) WINDOW FLASHING INSTALLATION DETAILS (FULL WIR. A P) NOTE: IF SIP S�4EAi�4INC-c 5l'STEM IS IN5i,4LLED, PLEASE eEE MANUFACTUINSTALLATION PROG�DUR�S INSTALL PLUMS, L AND SM MAN Lr-AC WRITTEN INSTRUCT Y �1dE VG TINT NOTES 1. IT IS THE C:ONTACTOR6 RESFVNSIEILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING I-IOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRICTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IP NOT COMPATIBLE. �N AND SEAL JAMB TO SILL JOINTS WITH 1199 FOLLOWINQ COMPLETION OF RIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT ±I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-774.6078 FAX:407-774.4078 vmw.abdesigngroup.com AA #: 000332B F W h r V W t 0 F 0. U Q F ti I Li CREEKSIDE EXPRESS LOT #84 PMJ=T# 04321.000 NoDma 4EAB "1.672— ARIA" GARAaz away: LEFT PAC& WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C AdiCHITECT: STATE OF FLOFWA DATM 11/17/16 8CA'M 1/4"=1'-0" SiENT W A5 1/8" TEXTUREp 1=1NISN a Li METAL LATH WOOD SHEATHING i LAYER 01, STUCCO LURAP IURS LAYER 02, FORTH=I5ER 5UILDING PAPER ROOFING GI=MENT DRIP EDCsE METAL KICK OUT SUB BAND DETAIL Cap WALL 2xga 5U5-BAND W/I "x4" NOTCH a END, WRAPPED IN PI=;=1 a STICK DRIP EDGE 1/5" TEXTURED 1=1NI5N 'a WOOD %11 TEXTURED 1=1NIBN a CMU METAL P,4 1\ Ii I\ I I \ 2x6 sus I � METAL FA5C I A \ WRAF' ys" FROM `\ STUGGC�, 1" FROM \ \ WOOD LUALL \ ._EXTERIOR WALL \\ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY' Eo —ROOF KICK OUT REI" LOVED \\ FOR CLARITY \ROOF DECK (BEYOND) DRIP EDGE, I" OFF WALL NOT INTO STUCCO) 3-COAT PLASTER 2x6 SUB -BAND W/I"x4" NOTC,-4 a END, WRAPPED IN PEEL d STICK I FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF 5ET OF COMPONENTS) METAL FLABHING, WRAPPED MIN, Y4" ABOvI BOTTOM OF DRIP EDGE 2x SUB -BAND W/ly"x4" NOTCH a END, WRAPPED IN PEEL B STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLA5HING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF 5ET OF COMPONENTS) METAL FLA54NG, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1y"x4" NOTCH a END, WRAPPED IN PEEL A 5TICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A R C H I T E C T S 1)esign 'iLREAGAN ts-jofn2c. 1441 N. RONN BLWD.LONGVV50PH: 48FAX: 48www.ab.comAA l2re'. w 0 F 0. U w A h a 19va=W. a LOT. CREEKSIDE EXPRESS LOT #84 PROJECT# 043 1.000 ]IiODamill 4EAB 1672— ARIA" GARAGN OWING: LEFT PADS: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C aRCHnMEcT: STATE OF FLOFWA Era DATM 11 / 17 /16 coo (ALTr=FNATE LOCATION) —I 1 (D- /--------------------------------- , I I I I I I I I I I I I I I I I I I II HVAC DUCT PLAN OPT. W.I.0 00 0 0. BATH OWNER'S BATH (/—- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - —�) I I I I ------- I i ARIA EQUIPMENT SCHEDULE 2.5 TON I I MFG CARRIER DINING ROOM i C.U. 25HBC530A A.H.0 FV4CN(8,F)0p5 l l I I HEAT 5KW I I I SEER 16 SEER I LIVING ROOM I TOTALCAP 29000 I I ELECTRIC 208/230/1PH I L I BRKR C.U.30 A.H.0 35 I — i REF LINES 3/4" & 3/8" ------ I f nOPT. LARGE LIVING ROOM ti w w a A F A H ti SLTBDIV. 8e LOT: PROJECT# MODEL: 4EAB 1672- ARIA" GARAGE SWING: LEFT PAGE: HVAC LAYOUTS np 09/06/16 SCALE: 1/4"=1'— 0" SHEET