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HomeMy WebLinkAbout36158 Carriage Pine CtA R C M I T E C T R • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • 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 PLAN REVIEW 01191 1�m. R1,91 94 2605-HAYDEN" 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS • FLORIDA BUILDING CODE, RESIDENTIAL, ABV. ABOVE 10. LAVATORY 5TH EDITION (2014) A/C AIR CONDITIONING LUM LUMINOUS •ALL LOCAL AND STATE CODES `TDI ALL ADJUSTABLE ALTERNATE M.C. MFR. MEDICINE CABINET MANUFACTURER AV AVERAGE MIN. MINIMUM • OCCUPANCY - RESIDENTIAL, GROUP R3 BD. BOARD MD. MOUNTED • CONSTRUCTION TYPE - VB Ct CAB. CENTER LINE CABINET NJ N.T.S. Meru NOT TO SCALE • MIN. INTERIOR FINISH - CLASS B CLG. CEILING o.C. ON CENTER • BASIC WIND SPEED - Vult=150 MPH cw. CLEAR PL PROPERTY LINE Vasd=116 MPH CONC. CPT. CONCRETE CARPET' P.B. PH. PUSH BUTTON PHONE • EXPOSURE - B C.T. CERAMIC E TH PIT. PLATE •1-STORY RESIDENCE - D. DRYER PLYWD. PLYWOOD • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL BILL D.G. DOUBLE DUAL GLAZED P P.T.T . PAIR PRESSURE TREATED AND STATE CODES DIA. DIAMETER R. RISER DD1. DIMENSION BAD. RADIUS DISK. DISPOSAL RA.C. RETURN A@ GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL, DETAIL S.D. SHORE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA MY.& EACH ELEVATION SILT. SHTHG. SHEET SHEATHING SQ.FT. CALC.°S E@. M. EQUAt EXHAUST Sm SIT. SHOWER SIMILAR EXT. ER'f61IOR SL SLIDING P.C./FX . FD® GLASS SL GL SLIDING CLASS F.C. FUEL GAS STD STANDARD 15T FLR LIVNG 1104 50. FT. FIR 6 �R SWS SECTIONSHEAR 2ND FLR LIVNG 1501 50. FT. FLUOR. FLUORESCENT SC SOLID CORE FF. DR. FRENCH DOOR TEMP. TEMPERED GLASS TOTAL LIVING 2605 50, FT. FIG. FOOTING THIC THICK GARAGE 43-1 SQ. FT. GA GAUGE T.O.C. TOP OF CURB PORCH 115 5Q. FT. CAR. GARAGE T.O.P. TOP OF PLATE CAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB TOTAL 315-1 SQ FT G.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL PATIO 80 FT. INTERRUPTER U.N.O. UNLESS NOTED $Q. CL GLASS OTHERWISE GYP. BD. GYPSUM BOARD Y.P. VAPOR PROOF H.B. HOSE BIB W. WASTER N.C. HOLLOW CORE W/ WITH HDR. HEADER LID. WOOD HCT. OR HT HEIGHT WDW. WINDOW DISUL INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON r j / �l I S ALL WORK SHALL COMPLY i' fTH PREVAILING CODES T NAT AL ELECFRPC CODS.,: AND J' CITY OF ' 0R0*Cf-§ REVISIONS REV. I DATE DESCRIPTION EV1EW DATEt' 1tv R CITY OF Z I�.,L PLAN EXAMINER INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN FIRST FLOOR PG 1B-LINTEL SCHEDULE FIRST FLOOR PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4D-FRONT & REAR ELEVATION "D" PG 5D-LEFT & RIGHT ELEVATION "D" PG 4D.1-WALL ASSEMBLY ELEVATION "D" PG 5D.1-WALL ASSEMBLY ELEVATION "D" PG 6-FLOOR FRAMING PLAN PG 7D-ROOF FRAMING PLAN ELEVATION "D" PG 6- FIRST FLOOR ELECTRICAL PLAN PG 9- SECOND FLOOR ELECTRICAL PLAN PG 10-FIRST FLOOR MECHANICAL PLAN PG 11-SECOND FLOOR MECHANICAL PLAN PG DI -FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-1-STORY WALL SECTIONS & NOTES PG D4-2-STORY WALL SECTIONS PG D4.1-2-STORY WALL SECTIONS PG D5-MISC. DETAILS PG D6-PRODUCT APPROVAL LISTING PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS Groh i Tn L441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-8078 FAX: 407-7744078 w .abdwlgngr p.com AA #: 0003325 F w w 2 F a U IN. u7LK aL OT: LRADO LOT #17 B#1 IPROJZCT# 04128.000-17001 MoDmu 4EHB "2605—HAYDEN" GARAGE 91IIIMG: LEFT PAGE: COVER PAGE 150 MPH EXP. B ARCHITECT- STATE OF FLORIDA 11J aPwN`T 11/09/16 9CAXX: 1/4"=1'-O" BREET C1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) 1. SLEEPING ROOMS 30 It. ATTICS W/ STORAGE 20 III. ATTICS NOUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301A 10 (PSF) C. ROOF LIVE LOADS R301.6 I. *'MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS : 0.18 V. RISK CATEGORY II 9. EXCAVATIONS TO BE A MINIMUM OF T- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING 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 318.08. 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 61NCHES AND SEALED WITH ADHESIVE TAPE. 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) 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 =1,500 PSI Fv =175 PSI E=1,600,000 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 NAIUNG SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM T 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 112' CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8' CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 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 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 10. FLOOR SHEATHING SHALL BE APA RATED ''/.' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. EDITION (2014). 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OS8 EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. MASONRY 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH 12 MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE 2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL 14. E ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 POINTS AND SUBMIT THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF PSI. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. CONSTRUCTION. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R307.5.1. 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 V MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SWILL ALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS, 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 959/6MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3181NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2 OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6'- W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING T-0'.R506.2.5(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25", 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS i%' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS S SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO I1240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSNAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19, DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 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. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, l/T THICK, 6 Design Grou Inc. L44i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 w .abdesigngroup.com AA #: 0003325 F y N m 0 U a a 2 6VHDIV. & X.OT SILVERADO LOT #17 BLK #1 PROJECT# 04128.000-17001 MODEMs 4EHB "2605-HAYDEN" CFARAGE 8'AING: LEFT PAGE: GENERAL NOTES 50 MPH EXP. ARCHFPECT- STATE OF FLOFUDA V 2a 6 WHERE APPUED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06. DATic: 11/09/16 SCALE: 1/4"= l'- O" 2-STORY GYPSUM BOARD w*rmw UNDER STAIR PROTECTION: T 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE N ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 07/15/15 A R C R I T E C T 8 6 a 39'-8' 10-01 -- 4• SONG. SLAB �3 I/2' °1 13 �� D m� — — — — — — — — — — — — — — I � 4' GONG., REINF. W/ 6'xb' SLAB 1 1/2' 10 Dl I WIAXW1.4 WA" ON 6-MIL POLY- ETHYLENE VAPOR BARRIER ON 0'-0' ELEv. ■ I WELL -COMPACTED CLEAN FILL m FIN. CONIC. SLAB TERMITE TREATMENT SHALL BE -' BORA-CARE 2.-9" I I. in �a�Z m I _ DI L------J t I EXTEND II.nI ( 1 L SLAB . A/Vy SLABI1/2' N.B. BOLLARD v. W.H. AS REQ-PER : _4 BLDG. CODE 36' D STUB UP �' TO 2ND FLR OPT. I I 9.4. I REF. 1' PvG CHASE 30'X30'XQ' GONG. FOR ELEC. TO PVC PAD W/3-5 BARS I ISLAND E.W. ON CHAIRS 24'X24'X12' CONC. CHASE MIN. 3' COVER I PAD W/3-5 5AR5 66E.W. ON CHAIRS MIN. 3' COVER on IQ II I m (L EXTEND 0'-0' ELEV. SLAB 1 1/2' FIN. CONIC. SLAB X I W --- ----- —� woo N I C ■ 3 I/2' L 1-� I/2 I r J �I -0 4.' I ��g-8-----DI- Dl I I■ L I L- m "- DI J ■ DI 6'-0" 12'-0 24'X24'X12' CONIC. 20'--4' 7'-4' 12'-0" PAD W/3-5 BARS — - - E.W. ON CHAIRS 3g_gd MIN. 3' COVER FOUNDATION PLAN (3 TYP.) NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION RN13.1 OF THE FBCR 9TH EDITION (2014) 2' VTR 1-1/2' �•� 2' 2' VTR LAV 2 2• f wc. 3 TUB 3. I ^ I 3 (�V^' 2'_AS44M 2' VTR` 2 r KITCHEN 3' SINK W/ AUTO VENT 3• I �1- r —� UP I2' LA 2 VTR LA\ 2 I 2 I-IR' r IAJ TUB I 3' CO r ° 2- TO MAIN PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE 'S' TYPE ARE PROHIBITED. SECURE STRAP TO UNIT W/ (2) "8x1 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WE, ROLL STRAP OR EQUAL SECURE STRAP TO GONG. GONG. W/ (2)-3/1(.'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN CONE). DRAIN 3/4' DIA. OVER HEAD ® 12' FROM STRUCTURE JU jjjs�n .. 407-7748078 FAX: 407-774-4078 www.a bdesigngroup.com AA M: 0003325 Er W h 0 U y a a 0 F O 2 Xn3DIV. & IAT. SILVERADO LOT #17 BLK #1 PROJECT# 04128.000-17001 IWDMIc 4EHB "2605-HAYDEN" GARAGE OWnfM LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B ARC rTECT- BTAM OF R-ORIDA DATW 11/09/16 SCALE: 1/4"=1'- O" sHEET DOWEL PLAN A R C MIT" T E CT 3-1 6 Design Grou .a 4i N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroupxom AA It 0003325 J F ar V h 2 F V h F A F: ti Bulmiv. & LOOT SILVERADO LOT #17 BLK #1 PLtOJSCT# 04128.000-17001 MODEU 4EHB "2605-HAYDEN" GALiAGE $7rnWG: LEFT PAGM DOWEL PLAN 150 MPH EXP. B ARCHITECT STATE OF FLORIDA M= 11/09/16 SCAM 1/4"=l'-0" 8*1w= IA SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS RAFF GRAVITY 1 DADS FOR e" PRECAST A PRESTRESSED U-LINTELS 41{es�asFE SAFE LOAD - POUNDS PER LINEAR FOOT TYPE - - - - LENGTN 8U8 - W wa-B DFls-B - ev+4-c .l> 2'-I0'(34`) PRECAST 2231 3069 46g 460> DID DID TD41 ,541 M14 wW$4 109M M06 103>a 1190s 3'-6-(42')PRECAST 2231 ' 306> 316 4606 SW3 DID 6601 ro41 D054 8],4 9803 10961 10396 IIDD3 4'-0' (48') PRECAST 1966 V61 ]ba3 Ml "Dais ]D20 ND "D>O TJ4l SDDI D534 ,034 e1D'I lai3>d ib09 4'-6' (549 PRECAST i5gg �' sW> x00 43"a T931 DID 3ro3 roa 41,6 %n S4ai0 baa Iwen aims 5'-4' (64')PRECAST Dll 1i49 U3D 188D ]%0 3tl3 36a6 6349 I%3 309ai S3H 1541 V4] aV3 51-I0100.)PRECAST 1062 30b R13 W31 ]000 ]a4s 3009 34,0 Rol xba 4360 ,W6 DO 11d D3 ll CIS-) PRECAST 908 Q3D a. 3m xm 34D0 3490 3D31 s3Dl 3,0, D360 a3D3 384 5061 8D] l'-6' (90')PRECABT 143 1011 T632 TTm> Ts>e 3t31 3f.es Iwl -rT!> 2661 3D5D %& D46, 64 (1129 PRECAST __' 699 ro] aw,, Q4D Is. le"3 ]%4 »64 34D6 isle 4 33ox 10'-6Yl26')PRECA6T 415 sae s>b wT ]053 m, ]W3 ]536 643 Iai6T 61, T093 x,al 4 11'-4' (1369PRECAST 362 >N eab toms 1e46 xro3 3tlT "mar. 5DT >N obi ID"D 2.1 3a, aaNl. W-C'(1449PRECAST 331 64m DV as4 ID4`4 10 2Dai5 355T Sb Dro W4 WN IB3 2e L6 35!] 13'-4'(*0'PRECAST 256 a>t 4T Tss ,>5 lairo b8 Wa WD 638 231i 23W 2ea3 xDei W-O'(16W)PRECAST 21S 4x4 ,ai6 Imo! 13t6 WT ]Qt ]63ai 4u Tms lams DT6 We, 21t, ]63m 14'-8'(Ob') FAE6 NR NR NR lah NR NR 1aR ass ,e3 D,o ISO] a48 xsrl m Tm 15'-4'(184')PIES NA 1ae NR slat rR Nx 4Q ,10 Qs0 M33 xP)sD x3x0 ]SD IT-4-(208')twee NR NR NR NR NR eR tan Wh 300 536 '3ai Dtb Wail C49 ]04, m � W4, NR. 'R f"t '•t 1el tl> HEM xsm i 4sm 604 eaa Wm Qa SAFF IIPI IFT 1 DADS FOR A^ PRECAST % PRFSTRF.RSFn U-LINTELS SAFE LOAD- POUNDS PER LINEAR FOOT 1TPE saw— Din-n eR6-R DP1a-n is, eF3x-a LEiJGTFI Bi-Tr aF¢-a sW-3 Pa -2T eFTD-]T DF3x-2T 35]4 4994 SI63 Dli2 ,mail 3'-b' (42') PRECAST DWe 36ss M4 IM s263 6132 T 1 4'-O' (48') PRECAST D63 ]3ai'v 3mb0 ie4 48b >325 bail9 L363 4305 3060 Asia, 45,0 53]5 6aiT9 4'-b' (54') PRECAST Q0T >d0 3101 33ro 40a3 4T1 53,s ODl Im40 3101 338 "063 4ni 51" WW n5 a ]0D0 3399 3%1 — PRECA5T 362 4D33620 4D3PRECAST r(64')PRECAST x x 3151 3TtlPRECASTins Wx4 PRECAST I R x5Da] DW 1443 B6e-66PRECASL S30 5 SW wits.114 ]011 s30 63D R5P Rn D63 ]068 ]346 II'-4' (I36')PREGAST 414 a tT BD M. n W43 95r IWl D'-O'(144')PRECAST 4W na >3D ro3 4l0 ss0 DOS all 13'-4' 1160'F'RECABT 41a ss, W, ,]s Lai 15> Ws WD W-0-0689PREGAST 3s4 3>e 96- 14— 410 4a m W63 so, ]!'0 331 in NS sV IDI W'-B' (06') PRES 266 3`.5 %3 5'-a• na4•) I`FED as ]30 3D 3se bW bn w a •xn IT'-4' (208'3'nsA Wl 19 2.3 3ab _ NI —3 6 WewZj rob an Dli uro 19'-4'(232')PIEs W] 3]9 3b ssl WB 263 dh 623 .3 la QT 21'-4' (256'1PIa3 W W ]04 x32 30, 3ro 3Y! 51, nl b 22'-O'(264')PIEA DT Dl m xx3 >m 3% 3ro s6 46x eb 6 sYJ 24'-0Y2e8')FREa w Q4 r5 To! ]6T 36 3N 135 4W 4'9 A, %l DY SAFE GRAVITY LOADS FOR A" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TTPE LENGTFI wall ... -W enw ww•-e awsP ewm- ewb. 4'-4' (52') PRECAST M1t9 93sD 32E0 43aS wl 6493 PJ6l Was le5l 36Y! 5306 %39 solo Un IOD33 4'-6' (54') PRECAST uU �' 3063 TSsx 3YD st146 594 69Da r86 36>, 5206 K39 aObai '34,5 WDa3 5'-8' (68')PRECAST D44 9t0 F1'ID nW an m3s 34m 39% 061 x401 4%l 630> l9n W 5'-10'(10')PRECA5T &O asa W63 Woo m4 ]baD 3n4 3100 flL• T3ax 424T 66 6'-6' (80')PRECAST T>l 9D1 Ml5 3tl0 50`0 T141 94ae ,360 >w mx5 3Q0 5o"e ,S5 54,6 1'-6' (90')PRECAST 669 l55 It90 24a9 3TW 5,43 n3> %x3 1>5 INai ]459 3Ti6 >,43 5'-8' (1169 PRECAST an 'w' »' eba as3 3a> 40s1 31K sxb a M xx53 3Q> a5o SeSI SAFE UPLIFT LOADS FOR A" PRECAST w! 2" RECESS DOOR U-LINTELS 40W,-* aal SAFE LOAD -POUNDS PER LINEAR FOOT LENGTH 1'TPE 4'-4' (92') PRECAST asx- ewa.a D09 ew•-.xr WM wwa.x 336] owe-ar 3�6 atm-n 3ro1 wb>..n 44"> I" 905 Y.66 2.2 3056 !rol 44aD SNO 4'-6' (64') PRECAST D61 W0f 3939 3601 4Tro 4963 -1 1604 nV 34e0 3601 4xro 48t3 5'-8- (68') PRECAST 6V tl69 M, -a x m a- -1 ti51 a26 ]e>1 33aQ 3D] -1 51-101(10') PRECAST 635 Omt nav 2,ro 2, 656 Q33 YN6 a59 Yll3 32% 22- 6'-0' (80')PRECAST 810 IalD 830 1Y10 T4T9 TDTs 33N l'-b' <90') PREG48i 504 1364 nb ] ]sb 804 m I p TWS 2W6 ribl 2>69 9'-B' (116') PRECAST ea5 As as 2 39S %0 I bl2 IDDb I101 ]OIb 3331 O 0 BEDROOM #2 8'-8' CLG. kiI 1l, IST'OR�I 1 I 15LINE I CLO. I GARAGE 8'-8' CLG. I—�0---0' ------_------- L-1 PATIO L- 4 L- 3 (2) 3052-514 6068 S.G.D. DINING ROOM 6'-8' CLG. 8'-8' CLG. II I II I II II � II I II I — I KITCHEN 8'-8' CLG. I PAN. I I I CLG. �I L--J I I I I I I FLEX FOYER j j a' -a' cLG. I I I I (2) 3052-SN 3068 W/ 36'X10' TRANS. L-2 I L-7 I L- 6 LINTEL SCHEDULE NOTE: THE LINTELS MAY EE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED ------------ L- 9 401IST-441111filLINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 11'-4' 8F28-15AT L 2 4'-6' 8F8-IE5AT • _ ' L 3 1'-6' 8FI6-61IT L 4 1'-6' 8F24-15AT L 5 4'-6' 8FI6-0t3/IT L 6 6'-6' 8FI6-I5AT PET] 5'-10- 8FV -0E5AT L 9 ll'-4- 8F16-15/IT A R C B I T E C T E 6 Design Grou ln�. 141 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774 6078 FAX 407-7744078 www.a bdesigngrtwp.com AA M: 0003325 F W h U rl 0 F a 0 O Z s'MoIV• ae LOT SILVERADO LOT #17 BLK #1 PROJECT/ 04128.000-17001 MODEL: 4EHB r12605-HAYDEN" GARAGE 8WXKQ. LEFT I1PAGE LINTEL SCHEDULE 50 MPH EXP. B (CAST—CRETE) ARCHITECT - STATE OF FLORIDA 1 MATERIALS GENERAL NOTES SAFE LOAD TABLE NOTES ®ARAT-P a Sere lwd'atMMqq bessd w r u-1 daslgn arwly.I. pw y„ , TYPE DESIGNATION MIN rU IEOT3 AR nI0 93723 L Pc 8' precast IMWI 40Lt9 pel L Rwlde Nil mortar bed end bed Johns. ACI 35 end AG7530° I. All veluw bessd w nMNmm, 4 N,rl+ 1. F« cosposlt. IMI.I h.l t el,oun, I-Vt' CLEAR T. Ye PasVeesed :Neel 60,m0 psl 2. Shxe nll.d IMOb ae requMeet le. -a .etwlor aurae. or IMtsis Irn 1w M setwl« o—st. Mel bserMR. use • at. bad hen — TPYIar h Ws abWrl F . FlLLm WTN GRgIT / Il . UIFILLED 3. Gout p- ASTM C4,6 r'g • 3009 3. w..Ilatl- of I." ewt coeply with trw arWt•etvel •orgy .aIW dell hay. a coathg r stueco appllW M eccordance SEE SAFE LATERAL LOAD Exuptiw� 6a7. baG f« �nrlll•d IMIMe nwt 6. F« Inks]. Iwlgtb net w— we Aare Iwd � i PRINT psi ./ nexam•1 are N,d, and/« strueWral eloeunw,ta. �Ith 2 "' « oUvr . co a b.:.doted by ]01. v bnerlrlg Twig", le rrw nwrt Iengp t lwgeh Meun pUANTIrr OF'S ReBAR AT V- 11 09 16 to . e to II NIcY, sl 4. U-Lht.1a ws ve.uractursd nllh 5 V2' •ctdw et pprovad a "=' TABLES FOR LOAD amTDIG lass U,er, 6 Vl lr,d,ss. S All seq. beds In ,nita of Iswo, c)'tQ. DATE: 9S•9^ W IO^9 IL LMtab bed.d simulterwwsly nith vwuwl (gr vlty « FOR EACH ADDITIONAL Pw eOttofl O LNTEL OAVITY 4. Co— Meeorry lilts (CFU) per eb arde to accomocWte vw<Ical call r.x,r«clog end grwtlrg. y)Ilrt) erd ho 1—tel (ktsal) beW should be dwied RERSOROED GHl FULL I. NR .Not RetW root A6TM C90 eJminirtm rot Mod 5. Rermeru fYw l:ABT-GRE1E Lwd Defl.ellon Gaph boeYtre r« tb eanblr,ed beding .IN tb folb.k,g .elwtbre COURSE 3. bare bads are sup-wposwo a1lo.abN bads. v. All oars Iwds basal on ehply s,pport.d n � OCA .M 1/4••=1'—O" cenpre4slva sVenglh = ISmO psi f« 1-1 darlactton MtorMtlon 4. 9afe IoaM based on grew 40 «grads 60 spa 8F I / _ 1511 T F 5. Reber per ASTf'l A65 grada 60 6. Bottom meld added rsbar to b. bcetsd at thr bottom rlsld r bar. IL TYr nmbsr M W tw pali n wls V I IV LJ I GROUT 6. PrmVessMg elrard per ASTM A4W of tb IMte1 " ty. ,Ag ll.d ~tlrwl bed • Agphsd h«irarnel bed S - R' GLR TTP 5. Om 1 rotas: may be eubellW<ed f« l.o Nslleaeo lb pwwe raducllon f« fired. b n 191-IEZ g tle 210 bw rekxetlan I. l/32' dlenetw .ke stirrups era ssbsd t0 the Safe v 1-1 Iwd Sera horlrental I ..1 6 rebars M a' IMbla only field edged robs:, CuAwl— OF S 4 5 R NTELM'AR AT BOTTOM 1. Fbrtar per 45TM (�T0 tpa M « S bWtw Neel fa neGWnlcal anchora8• Q. AddnbNl 44re1 Iwd cepedty un W (2) 9 REBAR b. TM deslgnw nay eva lust• ceneentre ted Eaa.plas l'-b' IMtel tWe SF32-I5 safe I L Ril AT TOP - • CM LMTlL CAVITY .¶ 6. Cast-M-plau OorrfNa may b. provided M _.pe.lt• law, ebtalnsd by ,rw d..lgnw by pravlding addltleMl taint«cad GR40 «CMebO baoW tram tY,a oar. bad eWl.e by grevlty Iwd • 6412- w/ B% L NOMMAL NEWNT �R� �I�R' JpryL M Ileu or c«crel. emeerty ,e,lU. concr.te im bws tb I—L Sa , dstall at rl wlculetNlg th. mexm3w rn1eWMg malwx lu tl-6412 (B5) . 5501 plr L ,-sn acNol' PROVIDED ea LINIEL sorcy a 8h a d a w el d-esey I w Poo of s } po l NQ,N eL WD N s• nenr a wnl :VARIES) ro I UP 39'-8" 1, 21._1" I, 10'-0" „2'-1" I, 12'-4" 21'-4" PATIO 2'-8" 15'-8' 11'-2' 10' 2" OVERHANG OF ROOF — ------------ 13052-SH ABOVE EGRESS 1 (2) 3052-5H —--��� 6068 S.CsD. LIVING DINING BEDROOM #22 ROOM ROOM 8'-8' 8'-8• GLG. 0 W-8' GLG. 3'-4 _ _ 5 4 Im _,. 3' 8" 5' 8" 1'_4" --- -- C.V. II 9 A 9� IR-ISH Al BATH 2 AI m i ® 10 3 LBW. W-8' GLG O m l c51 P UP KITCHEN 2 8 9 e e rc'-, - ------- - L.B.W. 42' H. HALF -° o 10'-10" 3' 0 HB O STOR. WALL W/ GAP 10------ --- _ SLOPED Cl-G. I OPT. I `� STAIR DATA S b36- I REF I Ed 16 RISERS e 1.54' G_ 15 TREADS o 10' V: gRGH BOLLARD I' NOSING i AS REQ. 8" 8' PER BLDG. 4'-0' CODE �$�► __._._— _--- �/ 11 GARAGE e� j � FLEX c' a'-a cLG. FOYER -' 8'-8' GLG.I I V.� IG. AMT-l-) - 3068 / (2/3052-SH 36'xIO' I TRANS. I 0 16'-0'xl'-o'o.HD• - PORCH v -------------------- 10 0--_._ ", 44 --- 1_4. — 20' -4' 2'-10' - 16'-0" 2'-10' 1 -4 8 FIRST F LOOK PLAN NOTE: -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERNIA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) -20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ 5ELF-CLO51NG DEVICE PER SECTION R302.5.1 OF THE FBGR 5TH EDITION (2014) EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-8' BRG. LOAD BRG. WALL U.N.O. ON PLANS SQ.FT. CALC.S 1ST FLR LIVMG 1104 SQ. FT. 2ND FOR LIVING 1501 SQ. FT. TOTAL LIVMG 2605 SQ. FT. GARAGE 431 SQ. FT. PORCH 115 SQ. T. TOTAL 3151 SQ. FT. PATIO 80 50. FT. N DBL. TOP PLATE 0 MBAR DETAIL C� colPOreu ma cumm Ww L0A06 MW WPD EWOM Fort 3 SMO GUM OPENNOB SGUAIE ZOE W MPH WARM FEMAWS No TYPE FONAM MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA S.GD. MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 112 5 21/-25 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5TH EDITION (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CoWFoL DATE 07101I6 A R C H I T E C T S r .6. FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 F w m w 2 F 4 0 F 0 tii I—j J u BVHDIV. Z LOT SILVERADO LOT #17 BLK #1 PROJECT/ 04128.000-17001 MOD= 4EHB "2605—HAYDEN" GARAGE 67PIDTG: LEFT PAGE: FIRST FLOOR PLAN 50 MPH EXP. B ARCHRECT-. STATE OF FLORIDA j X1 \2Al, pRum 'I DATM 11/09/16 SCALE: 1/4"=1'-O" 8ilmorr 2 II'-8' 2'-4- II'_4• 2'-4" ;2'-0' 4'-2' 15'-6° 15'-10" 4'-2' a5?�2 H (2) 3052-$H _ CHASE BDRM. #5 UPSTAIRS IG -5'-V CLG, I DBL STUD I - 2'-a° I al ry HALF 42' W. LAUN .� WALLL WAW/ CAP _ CLG. 4'-10" __ y m v 12'_0�� m j 4'_0�• g_� n r-- r-- 1 OPT. II OPT" I A DN. q\"llli STAIR DATA �I 1 I CLG. I6 RISERS a I.54' —I J 15 TREADS o 10' .I' NOSING 3-914 IR-ISH J _ 8 ATTIC ATTIC A '8 � 2 2" ACCESS O — 4X4 POST e BATH = �I OWNER'S CLG. -' SUITE 1 I �A 9� UI O IIn j� � GLG. 3052-SH 3052-SH 2O40-SH ' EGRESS EGRESS TEMP. _ 6" l'-0' -1-0` 1, 4'-2' II'-4" 11 -0 2'-4L14 39 8 _ SECOND FLOOR PLAN NOTE: 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE 10'-0 3/4' 2ND FIN. FLR. 8'-8' ERG. WT. BDRM. #4 8'-0' CLGCLG. _ sE DEL STUD BATH #3 3-5H O O P'a LAV. I LAV. 0 s 3 WG. 423 _O" 4'-4" 4X4 POST BDRM. �3 -SH THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE 2 1/4' HANDRAIL 9 36' HANDRAIL a 36' W/ 2X4 RE-W-OF NOTE: HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMTETER OF 1 3/4'3 2' OR A NONCIRCULER CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 I/4' AND A LARGEST CROSS SECTION e DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF I/W. -- B HANDRAIL DETAIL 42' H. HALF WALL \\ T W/ CAP —(2) LAYERS OF 3/4' PLYWOOD SECURE TREADS TO STRINGER AHlJ 3/4' T tG SUB FLOOR -- OR (2) LAYERS OF 3/4' SUB ul/(3)'S 3' SCREWS • EA GLUED 4 SCREWED FLOOR MATERIAL RIPS FOR STRINGER UNTHREADED SHAK PER FASTENER SOLID NAILING TO EXTEND BEYOND THICKNESS SCHEDULE OF S-FLOOR SHEATHING B Y . PRE-ENG. FLR TRUSSES \ 3/4' KICK \ 42' H. 1/2 WALL W1 STAIR DATA: PLATE r nax. CAP 16R m 1.54' -Im• NosING 15 TREADS a I MIN. NOTE, STAIRS RISERS TO CONFCQi TO FBGR 9TN 10'• 1' NOSING �l O R �\m EDITION 2014 MIN. TREAD•10' MAX. RISER•T 3/4' 206' 1 �Iq. MAX. VARIATION IN RISERS/TREADS \ z ADJACENT TO EACH OTHER 3/8' MAX STRINGER -- VARIATION IN ANY RISER/TREAD HANDRAIL REINF RCED WRX4 SPF REINFORCED w - CIRCULAR CROSS SECTION DIA, TO BE 1 3/4' W/CONT. BEAD OF .-1/4'OR PROVIDE EQUIVALENT SUB -FLOOR ACHF51VE \ U GRASPABILITY WINDERS- MIN. W WIDE r NARROW END MM. II' WIDTH • 12' FROM NOTE: F'L-400 OR SMILARE • \ N NARROW END 34' MM. HANDRAIL W.T. -ENCLOSED ACCESSIBLE SPACE WDER EA HORIZONTAL RUN Q m STAIRS SHALL HAVE WALLS, WDER STAIR �, a0I) SURFACE AND ANY SOFFITS PROTECTED ON 2 x 4 RE-RFORGING THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARDS. FBCR 31122 EA. 2 x 12 STRINGER SECURE W112d W-I. O.G. 0'-0' FIN. FLR � 2X4 ATTACHED W/ 10d— STAIR DETAIL SLMASONRY EEPER INTO SLAB WIhld S' A� , y2•,I•-p OF EACH END, 32' O.G. MAX A R C H I T E C T 3 6 Design Group... i441 N. RONALD REAGAN BLVD. LONGV400DI FL32750 PH: 407-774-8078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F w y 8 y 0 4 y 0 IN J BL mmm to I.OT SILVERADO LOT #17 BLK #1 PRO"WT1p 04128.000-17001 MODEL: 4EHB "2605—HAYDEN" GARAGE 31WDfG: LEFT PAGE: SECOND FLOOR PLAN 150 MPH EXP. B TAMPA ARCHRECT: STATE OF FLORIDA U 7 N �A U�CACRA AR 2H DA 11/09/16 SCALE: 1/4"=1' - 0" aHEET 3 1/8' TWCIC, 3 COAT CEMENT PLASTER OVER GRADE 'D'� FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE '0' FELT PAPER 4'X4'GALV.'L'-TYPE --� FLASHRJG SET IN ROOFING CEMENT FIBE]ib U SHINGLES OVER 30- V 2x6 LEDGER SECURED FELT PAPER ON VI6' OS W/ I/4' x 4' LOG ROLL SHEATHING OR 1/2, CDX W/ 2' DIA WASHER PLYW70D SECU/iED PER 4' O.C. MAX NAILING SCHEDULE LW-26 12 67� t 2x6 RAFTERS 41-8' BR.x. HGT. LU526 W/ (4) 10db / TO LEDGER AND (2) 10d'e i TO 2x6 JOIST 2x6 LEDGER W/ THREADED ROD 32' O.C. MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 6' MIN EMBED. 1/2'THICK, 2 COAT CEMENT- PL.ASTER APPLIED DIRECTLY TO MASONRY nR00F @ S.G.D. ri SCALE: 1/2' - I'-0' N-2l'-1 I/4' BRG. HOT. SHINGLE _--_ -i-� ROOF FYPON I6'X413 I2 DECORATIVE - SHUTTER OR _ EQUIVALENT _ _ _ _ _ FYPON I6'X4W DECORATIVE 6' RAISED ��, _ �_- _ _ 1 SHUTTER OR BAND EQUIVALENT IS'-O 3/4' 2ND FLR 18'-0 3/4' ND FLR. ERG. HOT.- --- - -- - BR.Cs. HOT. 0� FYPON I6'X62' m I DECORATIVE FYPON SHUTTER OR - BKTIIXII OR EQUIVALENT e' EQUIVALENT 4' RAISED BAND i � _ ,,, 0 10" 3'-4° 10'-0 3/4' 2ND FIN_ FLR, _ hIV-0 3/4' 2ND FIN. FLR 8'-V BRG. HOT. - _ _- - _1-- --}�8.'-8' BRG_NGT. --- - Y W RAISED BAND 6' RAISED ® ® i BAND CTYPJ - v a s ro v e 4' RAISED BAND (TYP.) v a B' RAISED 0 BAND (TYP.) 0'-0' FIN. FLR. li. -' - �----- - - - - - --- �� - - - -0' FIN. FLR FRONT ELEVATION TEXTURED FINISH 18'-0 3/4' 2ND 10'-0 3/4' 2ND FIN. FLR,,yy W-8' BRG. HGT. 0'-0' FIN. FLR. REAR ELEVATION TEXTURED FINISH 0�18'_0 3/4' 2ND FLR BRG. HGT. 10'-0 3/4' 2ND FIN. FLR J,8'-8' BRG. HGT. 0 -O' FIN. FLR 3TD. CALCS - OFF -RIDGE VENTS ONL 4REA OF ATTIC = 1595 So, FT. VET FREEVENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 15&5/300 = 5.28 VENTILATION AREA X SQ. INCHES PER FT. (144) = 760.8 SQ. IN. VI N. REQUIRED VENTILATION = .5X 760.9 N UPPERPORTION OF ATTIC = 380.4 SQ. IN. DFF RIDGE VENTILATION AREA = 115 SO. IN. FERVENT 3W.4 /115 TOTAL#OF VENTS REQUIRED = 3.30783 TOTALNOF VENTS PROVIDED e 4 'AREA OF ATTIC 15 THE PERIMITER Of THE HOUSE, LESS THE OVERHANG (EXTERIOROF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) A R C N I T E C T a 6 Design Grou .. . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesig-group .Com AA #: 0003325 W r7 0 U x 0 a O h 0 J u SVHDIV. & LOT SILVERADO LOT #17 BLK #1 PROJECT/► 04128.000-17001 asoDRU 4EHB "2605-HAYDEN" GARAGE ewnak LEFT PAGE: FRONT & REAR ELEV. "D" 150 MPH EXP. B ARCHITECT STATE OF FLOMA �,, \, � i �-� DA � 11/09/16 8CALE: 1/4"=1'-0" SiizET 4 D A R C H I T E C T S LEFT ELEVATION TEXTURED FINISH 1�6 OFF RIDGE VENT FRAME DOU.N FOR FYPON BKT11XI1 OR EQUIVALENT IS'-0 3/4' 2ND FLR _ BRG. HCsT. _ 18'-0 3/4' 2ND_FLR BRG. HGT. Iz 10'-0 3/4' 2ND FIN. FLR 4� �10'-0 3/4' 2ND FIN. FLR 12 W-W BRCS. NGT. _ ----- — 6 — 8'-8' B_tYs._HGT.—_---.. 8' RAISED — BAND (TYP.) 0'-0' FIN. FLR RIGHT ELEVATION TEXTURED FIN15F4 WDeslern PM: 4W-114-fiOlS FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003325 F W U h F 4 V y w C F C E. ti BUSH a LOT SILVERADO LOT #17 BLK #1 PROJECT/P 04128.000-17001 MODEL 4EHB "2605-HAYDEN" GARAGE BWngG. LEFT P LEFT & RIGHT ELEV. "Y' 150 MPH EXP. B ARC -i T- STATE OF FLA ORMA FIN. FLR D F-PTM 11/09/16 SCALE: 1/4"=1'-0" BIimST SHEATHING TO LAI FRAME TO GABLE CONNECTION 12` M 14' - 0' FRONT ELEVATION 12 U WA5 U 15C 2'-O A MIN, 6A WA4 EIE REAR ELEVATION 14 R'A A R C R I T E C T 5 6 Design Grou .n . 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.a bdesigngroup.com AA. 0003325 F h V O 4 V h W 4 F O Z oxmDrv. a< LOT SILVERADO LOT #17 BLK #1 PROJMT* 04128.000-17001 1WDmu 4EHB "2605-HAYDEN" GARAGE OT►ING- LEFT "'WALL ASSEMBLY ELEV. „D„ 150 MPH EXP. J ARCFATECT STATE OF FLOFMA DATl 11/09/16 8CI►M 1/4"=1'—O" ago= 4D.I I 0 0 r wA3 1 TYP. .7B 7B � 7B WA2 w wA L 7B wA %03 14 wa TYP. IH LEFT ELEVATION of 01 4A I wa 3" 12_2" TYP. 4 IA1 wWA wA 7H � 7H wA2 wA {1'A -- - - -- 11 I I w93 I MIA TYP. I RIGHT ELEVATION A R C H I T E C T f 6 Design GrouP"hc. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA N: 0003326 J F W h v W 0 F 4 a O O E V ac LOT: ERADO T #17 K #1 PROJECT* 04128.000-17001 MODELa 4EHB "2605—HAYDEN" GARAGE ownax: LEFT "IkALL ASSEMBLY ELEV. 11 D" 50 MPH EXP. B IJ ARCFflTECT. STATE OF FLORIDA 01 DA 11/09/16 SCALE: 1/4"=1' — O" S>� 5D.1 CONNECTOR SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. 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MKWSY GnraLIXi SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3 HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DEL 2 x 6 UP TO 5'-4' DEL 2 x 8 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOU,N STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 6 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO W -0' DBL 2 x 12 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO U.N.O. 4'-II 1/2' 1'-II IR' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END 01 HEADER 1 3 2 x 12 (r2 5YP) l/16' 05B NAIL (3) 12d ® 6'-8' O.G. TYP 2x12 BM /HDR FRAMING NOTES: I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: TRUSS TO MASONRY/CONCRETE SHALL BE META-16 FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-I6 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. TRUSS TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER 4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W13-10d GUN NAILS OR 3-12d HAND DRIVES 9 EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. -1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. 8.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12, S.REFER TO DETAIL 6 SHEET D5 FOR 1-5TORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. m 6 11 17411 LL LL LL I II II II II II H H H H H II II II II FT TO 4X6 II l l l ST (2) HTS-2� T TO SLAB TT-4 — T iff Z2)2XI12 HDR UX2) JACK s 5TUD5 EA. SIDE _ r LL HUG-414 �FrGE (2) 2X6 LEDGER SECURED W/ 1/4'X6' LAG BOLT W/2' DIA. WASHER ® 24' O.G. FRAMING PLAN GGA 0'1/22/I6 -_ Ju —:N -- III II II II II II LL (2) 2X6 LEDGER SECURED W/ 1/4'X6' LAG BOLT W/2' DIA. WASHER m 24' O.G. S In A R C H I T E C T S 6 Design Group... .2. 1441 N. RONALD REAGAN SLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA#:0003325 F w h w O (r W F G 8TMDry &c X10T: SILVERADO LOT #17 BLK #1 PROJ=T# 04128.000-17001 MODETJ 4EHB "2605—HAYDEN" GARAGE 8w7NO. LEFT PAFRAMING PLAN 150 MPH EXP. B—CCA ARCHITECT STATE OF FLORIDA DARTM 11/09/16 =ALE. 1/4"=1'-0" B*Ec '1' 6 CONNECTOR SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER xme vr�-rLr. n, re ]-nr. roan re+ra Xivr-uo re rniau n, rer.-r ,Xra r-r soo r,w.i rir.•rr, re,ivev rw, ro re orrwu ve eM1r rN re m.M1r uer. ro, ed.�n•. xo ra onimu rr � urr-] rr mwrM1r va•manon rr, r, � «.. a]eenxr�,�..roa]xro raN,rm]m«,rommmm, wra cw]e•arem,.rr, ra romoo, r »ae ro maaoaam run e�nml uo ro amrl rimr. ro amu m uercox+wa+Nme eaa,ecN n,wn r]]arsaeNwaw enan]X e•arr NC'R!®]tp,-Nl1V aX]'�M1v u+rw w roan rr> ra. i n•, n, w roar. rau re. � n•, rm, ra, ]era-r .. wam X, ra N Hera-w .. rw ra a z - a- _ N ro4rure]ru eeroue rwn rr, ea.i].•, n,eN era •i ro Niea uar.�un vrroaKer]ruw,i w•roroer. rw iar ra vao uan f«]w.i]m•ro]wm.rN ima XY yr rorure Mee _ uan mr anere]anco.re.va•erio eoL»NnKaom moo.n�� r IrIrM 1Y s]R r9(T Be® aET N MaN NmBl3tX SOM, lYW TaW-0gla •6TRNHYI elwpaarX eYP[Y.rtfLY]!la®JN GGK,rN rtl io YT'p mae N mS. rmeae ro am+oo �rTMil N LraR ry L�4'a [ax«r,m«r9epJN cqc-r O = Lle me rvYY Ai rN CPoxr.MN l•RLIDJN talc-r1eKH rO WOp uen N.••m ®ear x,ae]]enoenleroxr ro, Q roxs•.rw. «,aax enolanl o'a]r rar] Y e�J «tout, rx, me x ] vs• rirn nw re x ]-w•, r ee�J N car. ry va• ew eoLro ro moo rua : ruW eoue, y reXa eae eem ,wa«au are crm]ace •iras.�ei]Y N. W C9 s r ae].o +rero roi re ro a- ree asarerroau rr+maaroxroa nv:rm va•, ram aaeys,rr]m roman. _ .n rw w• eu•r]mlr.ree]aawmJroav rw raromow roan rwva•.rwecwe. ro,wrovrm ro au�N v�.•x�aoawa]n.aarom<o NrxN�arx troxr earKx'aei�-iE•. ccxraarMs6w]CcrTem✓meGw]Rcap WF'mm]r]dM'IeW.V-ASJR rOnY«aTMr6]tlR eHWactoorr i°�a]wLra as Yar-W.pIM YCxwOb errl0e UM%N Nsys uxlE «pen]Irt®x]xWa1N'NutJlN CaiVC]KN Pn]ADt �. Cir}lNM LOGD.«anHldR�Rv.•aL iw]11fEtlSM]FGi r]rOn®KR ni MTLKA]KN To arril]j.rX}] to r W F- o ma r0� reTKIKN nl•p 4DeM lrG valmlN Z n! max vemCn Q rutem.ats.l.ocsrX]]a. ra caaxrXM nor raar awcr caadircwe. n! oarnaacroR ram em mmxcXaele xamwXNa xae nor r]E more] caaoaxx raxrrtcrKN srorera __ vaure eueb w saracx Yow carna]cnaX oarecrm c-m ., waxwax aNpaariurt cCNe�ipa:'non cc rt]lauH • rbrMnro rort ualoa][ . nnsnwr ururo SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3 HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO ,'-0' DBL 2 x 10 1'-0' TO ID'-0' DBL 2 x 12 10'-01 AND OVER TWO STORY APPLICATION DOUN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO W-0' DEL 2 .12 8'-O' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO 8'_0• U.N.O. 4'4 1/2' ,' -II I/2' AND UP I 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 e2 5YP) ,/16' OSB NAIL (3) 12d s 6'-8' O-G. TYP 2x12 BM /HDR FRAMING NOTES: 1 1 I. HURRICANE 5TRAP5 TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.O- 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N-O: TRU55 TO MASONRY/CONCRETE SHALL BE META-16 FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. TRUSS TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER 4- REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN-O ON FRAMING PLAN 6- MIN, 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES . EA, END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. l- EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302,12. 9.REFER TO DETAIL (o SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS- TRUSS TO 4X4 . 1-05T (2) MTS-12 POST TO ELK HTT-4 TRU55 TO 4X4 . POST (2) MTS-12 POST TO BLK NTT-4 yea ROOF FRAMING PLAN TPU55 TO 4X4 P05T (2) MTS-12 POST TO BLK HTT-4 TRUSS TO 4X4 POST (2) MTS-12 POST TO ELK HTT-4 A R C N IT E C T S6 Design GrZ ZOO, 2. 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.a bdesi gngrou p.c0m AA H: 0003325 W y a W 0 yF 4 y 0 F 4 z SCT>a) ae I.OT SILVERADO LOT #17 BLK #1 PROdlICT# 04128.000-17001 I[ODZIs 4EHB ]]2605— HAYDEN]' tiARARiE STIrINCi: LEFT PAGI& ROOF FRAMING PLAN 50 MPH EXP. B-ABS ARCFETECT STATE OF FLOR DA DAW 11/09/16 SCAIM 1/4"=1'-0" 8*12= 7 D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e ROv OUTLET 20 AMP 88 POLE 110V OUTLET 110V OUTLET , OP OUfLCT WnED ro SlulrcH GFI I— OUTLET �� W'GIa+D FNI. FITE182'LOe rTA11 REBMTANT TTP'E) E@ 220V OUTLET 1.1W OCNIECTKN u GPI l0(f. RA� OUTLET GI62UID PALLT NTEIleIPIlR SWITCH BWITCN 3-UTAT OF'ER W4 SWITCH 4-WAY OPER 1 ^ YIALL C-� LKdITYIOUJTED CEILMG Lk3WT VP PROCP \Q\ Lifdli `0\ IPEGElBED CAN WALL 80ONOE PRE -unwed VENT. PAN I OR'n PER ea A. VENT. PAN W/LIGNT 1 OPM PER 80. PT. 111 V PMRTO rePecIL reG BY ILLN-lV I�I A ' PLUOR efENT 2-d1LE4 LLRAP 2' RUOIEBOENT W muoRE8OENT 4' 1RAOK LKHT 6©� PANEL METER OS.D. el'+o1cE DEIEcroR � 6D. WALL MOUNTED GAti eAdC-IP 9-IOICE GETEOTow yICHg� cAl®cN tlA� ® S/GO xla¢ DETECTOR mlTtDe-GONNECIED comes SHALL liE A DISTANCE _ _ U Ifl ► N❑. P'QOANT LK OUTLET GAO reLEnIONE JACK "TER (EATER DElGONEGT AIR cONDITIONPY DIBOONlECT -LE--- JACK 0.0 LMeFIT a>r. OEcuRIx Hoj K�Ao PA PUSH-EUrtGN FOR OHRffi8 use PORT COTES: LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (204). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI s ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF CR FB5TH ED 120141. ALL RECEPTACLES TO BE TAMPER - RESISTANT TYPE ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). EFFICIENCY) 2014. 5th EDITION R404.1 PRE -WIRED CLG FAN BEDROOM #2 \\ I O _-----_-- _- /CO ® II BATH #2 rr I I I I I I GOND. BOLLARD O AS REQ. PER BLDG. CODE METER FIELD VERIFY LOC. IRRIGATION OUTLET o 48' AFF. �T�orciZ ROOM PRE-WIRED CLG �--FAN \ SWITCH It — CABINET \ TO 2ND FIL OUTLET - SWITGH \ FOR DW I I \ __ 1 aARAG E \� 700R 5/6 I I ' I --7- / / I / I / 1 KEYL 55 r ^ FIXTURE \\ II GFI FOYER \ lW GARAGE DOOR /A 1 PREWIRE GARAGE PATIO e. m� IN&- -fit' —I \\�-- I! ul c KITCHEN GFI � - / PAN. r OPT. , j /GF1 � `gym' \\ PRE -WIRED \ CLG FAN FLEX - -- P B FOR CHIMES I - PORCH -------------- FIRST FLOOR ELECTRICAL PLAN 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL 5EFMCE. PROVIDE 3 fl COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. I UNIT - NEW CHART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP GE;c cone ov HOUSE PLAN: 4EHB HAYDEN MODEL LOAD INFORMATION VA 2B01 SQ R GENBRAL LIGHTHIG R 3 VA PER SQ R 7803 2 2D A3@ APPLIANCE CIRCUIT AT I80O VA EA 300D 1 LAUNDRY CQtCUIT 1500 1 RANGE AT HAIR —n RANGG OR 000I P/OVEN 12000 1 NATEB BGSEit 4500 1 D13N1TASNER 120p 1 CLOT DRYER 5o00 1 DLSP08AL 5w f IACROFAVE 3600 1 REFRIGERATOR I200 9US'roTAL OP GRNERAL 38203 FRET IO INp OR GQ2ERAL LOAD AT IOOR W000 RENA m OP GENERAL. Lo— AT — 28203 VA z .4 1128E TOTAL NET GENERAL LOAD 2128E 35 TON —T PV1S (A/ SE1T E1Rr,RGEHCY HEAT 3IRiP) 21 ALaP z 240 VA- --- 3.S TO COOLING 319TEN 40 AI@ z 24p VA- • moo NET GENERAL IAAD 2L282 NET TOTAL HVAC Q800 TOTAL IAAp 30882 CALCULATED LOAD FOR SERVICE 30882 VA/24O V• 123 AI@ 150 AMP SERVICE •NORSf CASE SCENARIO - HIGHEST HVAC LOAD VSED FOR CALCULATIONS.• NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,253 VA 3000 VA a 100%, REMAINDER 81 35% NET LOAD: 6,949 VA RANGE: 12000 0 -10% 6,400 VA DRYER: 5000 0 "10% 35(�VA TOTAL 15,549 VA NEUTRAL AMPACITY: 18,4B9 / 240 = TS A 2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3 M CU, I '6 CU GND 2" CONDUIT OR PROVIDE 3 2/0 AL, 14 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT ® OVERHANG.) COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MCB TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS I P4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/5" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C N I T E C T S Design Gro�uIa LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F y 4 W I R y c F 0 V SVHaIV. aE LOT: SILVERADO LOT #17 BLK #1 PROJECTI/ 04128.000-17001 xoaE11 4EHB "2605—HAYDEN" GANAGE 511rUa; : LEFT P FIRST FLOOR ELECTRICAL PLAN 50 MPH EXP. B ARCHITECT: STATE OF FLORDA DA� 11/09/16 SCALE: 1/4"=1'-O" SHEET 0 ELECTRICAL LECsEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP amLa TOLE IIOV CUTLET 110V CUTLET WRED ro swTDH GPI 110V CUTLET NTER1'TER (TATTER(T eal--FaLL RESISTANT TYPE) M@ 220V OUTLET 141 WRE CONIEOTICI FIFI G CUTS NTETERRIOUPT �j &WTCII SWITCH 3-WAT OF'ER $,4 SWITCH 4-"Y OPER WALL MOUNTED L*W CEILNG LIWT PROOF v0\� L� li RECESSED CAN WALL SOLTICE I°RE-WILD vplT. FAN I CR'1 PER BQ M. NT UYL0- 1 CM FER 30. Fi. iii V F1XIURE IbPEC'S TI'A 6Y BUI ) FLUORESCENT T 2-BULB WRAP ARCS I' FLWRESCONT — _ _ � 4' RULRE6CBJT 4' TRACK LIGHT 0 PANEL milam METER • S.D. xtmm DETE — Earl. BArx-IP I WALL rrH+reD e.ATT. amc.lr LJ arpRE DETEOTOR WL ® 5/CA GAImN NOIYI °a'IOICE DliKTOR Cabo eATr. sAac-UP uv N SHALL BE A DISTANCE OF NOT LEM THEN 4' L PENDAM LIGHT III Il/ GAS g1TLET OUTLET ► TELEPHONE JA WATER NEATER To CE ELEVATETi DI6LON$Ci A/ AIR C ITIONNG DISCONlEOT N❑. IELEVIIHON JACK CEILNG — RE TO bE SITPORTm N JO J•BOx AC — VA E YV BO% HAIiKm A6 SUCH FOR TI c Gu 90 CEILNG FAN/LKaHT A TO BE 81-P ETh N 0 ACCCTZD4NCE W/ BpX Ae aHCN FOR HARKEDRtff ROOD LK aPr. EEcurorr KEYPAD Pa F -NfTCN POR CHmbs �� use PT2RT LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED s HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 5O CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBGR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBGR 57H �D (2014). ALL RECEPTACLES TO BE TAMPER - RESISTANT TYPE ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBGR 5TH ED (2014). ALL LAMPS SHALL BE SELECTED BY BUILDER AND '15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.G. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014. 5th EDITION R404.1 SECOND FLOOR ELECTRICAL PLAN A R C N I T E C T E 6 GRDesign o �nD. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA M: 0003325 J W y V W 0 F 4 V h F A ti E uBDIV. AI: L107 SILVERADO LOT #17 BLK #1 PROJECT* 04128.000-17001 moDEls 4EHB "2605-HAYDEN" GARAGE EIwnqG: LEFT 1"" r"C0ND FLOOR ELECTRICAL PLAN 50 MPH EXP. B ARCHRECT STATE OF FLOPoDA K D M 11/09/16 SCALD: 1/4"=1'-0" SIIL'ET 9 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT HS ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS $HALL BE CONSTRUCTED OF A VALUE OF NO LEW THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND PATIO INSTALLED AS PER FBGR 5TH EDITION (2014) MECHANICAL BLDG, CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 GLASS I AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 F7. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY 5EWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, NS ALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION DINING (2014) MECHANICAL CODE 603,1 \I8' S/A ROOM 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE i`'DI ? FROM MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE ABOVE SECTION 403. BEDROOM &2 � 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE I I I RETURNED, TO EQUAL AIR EXHAUSTED. I I i 1 12X8 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/5MOKE - - - - - - - - - - - - - - - -------/ I DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOOR5 TO I �— — _-- RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBGR 5TH - r/(-. — — — — — _ / I I I I EDITION (2014) MECHANICAL CODE SECTION 607. 17771 v� I IQ _EBOOSTER -------- 14X6 12X12 I II n� ILLES AND RS 5HALL BE I� DRYER 6005TERTOBE A FANTEGH DBI F B005TMPERS. ER FAN ORE AL PASS WITH BALANCING - _ -� BATH #2 THRu j I ----------------- FANTEGH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX, SIX ELBOWS. 50 X -- _-= G W F_r... I I I I I I I I I KITCHEN NOTE: ALL HVAG TO HAVE PROPER WH _ PANS W/ DRAINS I — - PAN. ATTIC ° L I CEILING EXTERIOR WALL 0-01NED, _ -- - -- �- -- AIR RETURN � - �- @X8 PLENUM T 1 _"��-�-�� / I / _ _..._. SUCTION AND LIQUID 8' WAFROM I / AIR SUPPLY y REFRIGERANT LINES ABOVE AIR HANDLER EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE 'Id ! FLEX FOYER EVAP. TRAY J PvG SLEEVE TO LINES BELOW SLAB _ ! T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT ------ TRAP DRAIN LINE AND TERMINATE GARAGE IN AN APROVED DRAIN, AS PER FBCR 5TH EDITION (2014) .� MECHANICAL BLDG. CODE S HVAG DRAINSECTION 3011.1.1 -- PORCx --�_---- - iy� SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL 5R455 PLUG -- --� �•= -_ _� _��— FITTING OR EXTENSION TO SOIL OR WASTE AS 1 _ REQUIRED J WADE 8240-K J05AM 56000 INSIDE SERIES NICKEL BRA55 TOP CAULK J I P.V.G OPTI/SPEC -- — -- INV. SEE -- -- SITE PLAN FLOOR SLAB CLEAN —OUT (TYP ) O O FIRST FLOOR MECHANTICAL PLANT COUNTERSUNK G.O. PLUG - SEE SPEC. C l - - �' 1 � I'-5'X9' GONG. FIN. RAD\' I L OR PGAVNG 4-� FITTING OR I EXTENSION TO SOIL OR WASTE AS REQUIRED II I - - - - - - - -y_ 2INv.SEE SITE PLAN NEXT. GROUND CLEAN —OUT (TYP. N 5 SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4'CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) "8XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD 0 12' FROM STRUCTURE LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER SOLID LINE= SUPPLY TRUNK - BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR © THERM05TAT m PASS-TWRU AIR GRILL Design GrouP"�.. 1441 N. HUNALD REAGAN BLVU. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abCesigngroup._ AA #: 0. 25 F W y a W 0 4 h O 0 atmDrv. & LOT SILVERADO LOT #17 BLK #1 PROJECTjP 04128.000-17001 MODEL 4EHB "2605-HAYDEN" GAEtAGE 811IFU40. LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 50 MPH EXP. B ARCWTECT- STATE OF FLORDA LOJ DAm 11/09/16 SCALE: 1/4"=1'-0" aFlB:ET 10 A R C N I T E C T S 6 Design Groulrla 41 N. RONALD REAGAN BLVD. 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T-0TOIlI' OUtBbE REDAR t0 DC LAPP®W DPb CEAI'1 b' PVC CH4fE i1121 POO}bLA } � } • � � ca+rxuous [u ♦ REDAR Ar cawERe _ F i t 4'CM REM. W •Yb'YI,XWAO U4M QI i-rIIL PoLY ETM'LBE • c IS �,i .1 ''� nPolt DAI•DER a2 � r. Y' I-eroRr . . LLELL-GONTdG,m GLEAN RLL rnENr bNALL eE HORIZONTAL/VERTICAL e'{ () T REDGR W GN61PB HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH E REINFORCING _ F BEARING CHANGE ' 1—STORY FOOTING �1 OMITTED DOWELS �c-,J���-cra.s �a1REBAR LAP AT FOOTING L @GALE. V!•.1•-®• tr1AT LINTEL CORNERS L, . _D D W BLOCK WALL FALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A R C H I T E C T 3 qts. G 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA p: 0003325 w y O G W v O F a of O R 4 aUHaIV. ao IAT SILVERADO LOT #17 BLK #1 1plmon CT/ 04128.000-17001 XoDEIt 4EHB "2605—HAYDEN" GARAGE BVFDM- LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B ARCFFrECT STATE OF FLORIDA DATIM 11/09/16 BCALIM 1/4"=1'-0'• e D1 PRE-ENGINEERED TRUSS 4'-O' MIN. MTS-12 BOTTOM PLATE: \�" 1/16, OSB. (2)12.1 NAILS AT 2X4 EA STUD. BTtt PLATE 2X4 DBL. TOP PLATE • 2X4 STUD 16' O.C. 1/16' OSB. 1/2' A.B. W/ MIN. I' EMBEDMENT LOCATE W-S' FROM ENDS AND 32' O.G. MAX TEXTURED FINISH MTS-U META-16 T 32. O.G. MAX V CMU WALL (2) 12d NAILS WITHIN 4' OF EA PRE-ENGINEERED END t /2) 12d NAILS a 12. O.C. TRUSS MAX IN FIELD. KNEE WALL DETAIL STICK BUILT WALL DETAIL 1 N.TS. TO BLOCK SCALE: V2'.1'-O' SECURE 2x6 MIN. TO BLK W/ (2))S' PRE-ENG ,(KISSES IW TRUSS CONNECTOR VERIFY UV SPS s EA STUD TOP t BOTTOM ANCHOR BOLT W/ 2' LIGW WASHER SET Ca PLAN P A IN SIMP' c STRENGTH EPDXY 4' EMBED. 2X4 SECURED TO GABLE END EA, WRIGHT UPRIGHT DOUBLE TOP PLATE DOUBLE CRIPPLE STUDS • 16, O.C. MAX HEADER CON NEC ORU TO -I)WO UPLIFT DOUBLE TOP PLATE SECURE 2x TO BLOCK W/ 12) E• TAPGGN9 OR DRIVE PIN [MIN SHANK SIZE .145) . _ _ • _ _ - R SECURE 2x4 ON FLAT TO BILK _ L.. O• —_.-- �`"" HEADER SIZE PER SPAN CHART. _ �_ n�caeT 2X4 SECURED TO GABLE ENCa W/!2)12d b'-S' O.C. SIMPSON LSTA-12 • EA JACK STUD, BOTH SIDES OF OPENING. 2x STUDS 16'SW O.C. MAX W/ SHEATHING SHEATHING TO BE WITHIN }' OF WINDOW/ DOOR SIMPSON MSTA-24 • EA. JACK 2x8 STUDS I6' O.G. MAX W/ SHEATHING SHEATHING TO BE WITHIN }' OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE !MIN EMBED. I I') 0 0 WEND AND W3' O.C. MAXm �'� �' O.S.B. SHEATHING OR - L DOOR/ - W/ CUT NAILS. WINDOW OPENMG� `` OPENING MID SECURE PER FASTENER SCHEDULE SIDE OF OPENING • EA GDX PLYWOOD ® 91DES, 2X6 GARAGE DOOR BUCK W/ (3) O• GABLE BLOCKING TRUSS 2x4 BLOCKING �� T KING STUDS (SEE HEADER. SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECUO RED NE PLY • A TIME. USE 12d NAILS, TWO WITHIN 6'FROM EACH END 4 NO THAN 12' O.C.STAGGERED� WINDOW SILL W/CRIPPLES 2.4 BLOCKS CMU WALL wu o0 t )VXV J-BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X1s WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING 1-2X6 PT BLOCK • CENTER C- DOOR HEADER W/(UYj'XV J-BOLTS 4• EMBEDMENT W/ 2'X2'X16' WASHER AND NUT ❑ EA. RAFTER L-30 EA RAFTER H2b EA. 2x4 RAFTER R • 24' OL. 2.4 (�j' " 4 JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 12d NAILS, TWO WITHIN b' FROM EACH END 1 NO MORE THAN 12' O.C. STAGGERED 5P4 OR H5 o TOP AND BOTTOI"1 PLATES s EA FULL LENGTH STUD, BOTH SIDES OF OPENING. M SHEATH ING TO LAP TO 70P Or SONRY WALL W. NOT SHEATHING Ir., }' DIA ANCHOR BOLT AT 16' O,G. MAX WITH l' EMBEDMENT AND 2'RAFTE DIA. WASHER SIMPSON MSTA1-24 a EA JACK, SECURED W/(3)Ys' X I 3/4'TAPOONS TO CMU WAIN. 2' COVER 1 2' APART 2XS P.T. BOTTOM PLATE 118T 61LL - - - - — MIN. FROM 2ND BREAK ' MIN. GARAGE DOOR BUCK ATTACHMENT 3 SCALE: V2'.1'-O' t FRAMED OVERHANG 4 NTS. TYP. �10PENING EXTERIOR WINDOW WD FRAMED / DOOR (W/FLOOR FLR LINE, TRUSS) �j WINDOW ® 2—STORY OPENING WALL FRAME SECTION �— ARCH WINDOW SCALE: I2'•I'-0' SCALE: 12'.I'-o' n C C FASTENER SCHEDULE NOTE: TYP. EXT. SHEATHING ATTACHMENT ROOF DIAPHRAGM r 5 - 4' oc. FOR SHEAR t UPLIFT (O.SB. TO BE STRUCTURAL USE 1/I6' OSB. OR V2' CDX PLY WITH •S RING SHANK SUPPORTEPANEL EDGES AND '8 RING SHANK GUN GUN NAILS AT 4' O.C. AT NAILS AT 6' O.C. AT Tql 4­ GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT OPENINGS PRE-c'Ni. TRUSS T / INTERMEDIAD TE SUPPORTS. SEE DETAIL. ( �Z DEL_ 2X TOP PLATE - -- F SHEATHING TO GABLE END FRAME ROOF USE 'S GJN NAILS s 4' O.G. EXTERIOR SHEATHING l/16' O.SB. 2X BLOCKING - TOP OF - USE 1/I6' 06.5- OR V2' PLY WITH •S RING SHANK CAN NAILS AT 6' O.C. A7 PAN SIDES AND RING SHANK GLBJ NAILS 4'O.C. TOP t BOTTOM PANEL AND 'a RING SHANK CAN NAILS AT W O.C. AT L z w 1A6' OSB. 2X STUDS 16' O.C. MAX s I I I I INTERMEDIATE SUPPORTS. SEE DETAIL NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MAMIFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE S a ed RCUNDJ'MODIRE 2 3/6, .IPi ITm,EOO TOP CORD BLOCKING AT 4' c OR T O.G. MAX. IN FIRST 2 FRAMING w SPACES AT EACH END. a uwK NOTE, NAILS TO BE MFG BY MEMBER OF INT. RAFTER OR TRUSS ' � STAPLE, NAIL t TOOL ASSOCIATION 10.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING ¢ p DIAMETER OF ETE Q 'S RING SNMK C NAILS Y • 6' O.G. M FIELD ^ 0 1 / J $ p LL Z — TYR EXT, SHEATHING ATTACHMENT FOR ROOF ki SHEATHING (OSB. TO BE STRUCTURAL GRADE) al O .p e 2X BTM PLATE 3/4' FLOOR DECKING PRE- ENGINEERED d FLOOR TRUSS TOP t BOTTOM •COIJT. 14ETA-16 BLK WALL QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 114' GAP FROM BILK TO OSB. 2X4X4' SECURE TO TR195 W/ 3-12d O.G. MAX TYP. 2X4 SECURE TO 1X4 BLK W2-12d SECURE UR BLK W/ META-16, W 3. 16 TO 2m RINGS PER INCH 4 5. 2 INCH NAIL LEN3TN ROOF 514EATI-IING LAYOUT AND ENDWALL BRAGINCs i _L z ( Y 3 BUILDMGLE7JGTH TYP. e ° 'b 2' DECK SCREW, 6'•S' x O.G. MAX • EDGES t Q' O.G. w MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' o THICKNESS OF 8UB-FLOOR SHEATHING rc� p / EXT. SHEATHING ATTACHMENT O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTER) Q PLATEREMAININGTO AREA NT LE SHEATHED FROM DBL TOP PLATE TO HORIZONTAL BLOCKING ® SHEATHING • TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW QS INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 2'-0" EXTENSION ® OPT SERVICE DR. 8 NOT USED FOR GABLE END FRAMING FOR WALL SHEATHING (OSB TO BE STRUCTURAL GRADE) TYP. 3/4' TIG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS EXT. WALL SHEATHING SCALE: 7 SCALE: 12'.1'-0' A R C R I T E C T$ I GrOu E. Design 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA M: 0003325 F W y V O R y4 y W O F Q A 2 BUDDM & LOT SILVERADO LOT #17 BLK #1 1pnon CT# 04128.000-17001 3WDELT 4EHB "2605-HAYDEN" GARAGE awnaG: LEFT PAGE MISC. DETAILS 50 MPH EXP. B DRnrr A 11/09/16 SCALE: 1/4"=1' - 0" 8*1z= D 2 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RB052.1 ON �,,' O.S.B. SHEATHING OR 2' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS '.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRU55 PLAN % THICK, 3 COAT 7- PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD CONSTRUCTI O1, �. SEE ENERGY CODE FORMS :OR INSULATION R-VALUES ' GYPSUM BOARD OR 1, HIG STRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK W/ 1) 05 REBAR CONTINUOUS 'RECAST LINTEL -EE ENERGY CODE FORMS OR INSULATION R-VALUES 11NDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC, POURED CELL Ix2 P.T. FURRING STRIPS m 16' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4' = I' -0' 1/16' 0.5.8. OR }' GDX TYVEK BUILDING WRAP FORTIF15ER BLDG PAP GALv'D MTL. LATH 1/8' TEXTURED FINISH a WOOD Ya' TO %' MID WALL WEEP SCREED Z(L E J 8' GMU 5/8' TEXTURED FINISH A MASONRY WEEP SCREED DETAIL @) WOOD TO 2 L' V 1, 1, V SCALE: I I/2' =1N I' -01V' FIBERGLASS SHINGLES OVER- 030 FELT PAPER INSTALLED PER FBCR RB052.1 ON �,,' O.S.B. SHEATHING OR j' COX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND - PER ELEVATIONS VENTED ALUM. SOFFIT- 5TIFF5ACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 COND I T 1ONJ- O.S.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5- 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON F-ORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS _ FOR COMPLETE INFORMATION) WEEP SCREED - (SEE DETAIL 2) 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' 5R,4 15 PRESENT PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE m" W/ (2) 12d's m EACH TRUSS rYP. TO BE INSTALLED is MID. o.H. POINT OF TRUSS SPAN, OR 10'-0' O.G. MAX. SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8' O.C. MAX { SECURE 2x6 PT. PLATE TO i BLK W/ }'xB' ANCHOR BOLT W/ I 2' WASHER SET IN SIMP50N HIGH STRENGTH EPDXY 1' EMBED. MIN_ s 32' OG MAX. %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED w DIRECTLY TO MASONRY F � - CMU 1�1 A'DRYWALL I7(4' OR I'X2' P.T. NAILER 1.4 P.T. OR % 4' MK SECURE ❑ THRU FRAME 4 EXTEND 1-Y' INTO BLOCK UW %' TAPCONS OR DRIVE PM MIN.. SIZE MIR HEAD 816E 3000 ❑ (MIN EMBEDMENT Imo' WITHIN 8' OF EACH END 4 B' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: &HIM 45 NEEDED TO PLUMB JAMB (DO NOT EXCEED ),'1 DOOR JAMB TO BLOCK +3/4 OR +5/4 A WINDOW TO BLOCK +3 4 OR +5 4 SCALE: i'=I'-V 2X4 CEO SECURE TO BLOCK W/ % TAPCONS OR DRIVE PM (MR SHANK SIZE J45 MIN. HEAD SIZE "0 nut EMBEDMENT I Y.') WITHIN 8' OF EACH END 4 I8. O.C. MAX SPACING. 2X6: CEO WP-3Y,' SECURE TORBLOCKDRIVE SECURETAPC4"TO DRIVE PM (M R-L SHANK SIZE J45 ❑ MIN HEAD SIZE 300 MIN. EMBEDMENT I )V.•) WITHIN 8. OF EACH END 4 18' O.C. MAX SPACING. B CT'XJ 2X8: ® )f' DRYWALL SECURE TO BLOCK W/Z-%* TAPCONS OR DRIVE PM I'X4' OR I'X2' P.T. NAILER (MIN. &HANG SIZE .H5 DOOR CASING MM. HEAD 812E 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y') ATTACH TO 2X PER WITHIN e' O= EACH END 4 IS. O.O. MAX SPACING MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUM® JAMB (DO NOT EXCEED )4') DOOR JAMB TO BLOCK +1-1/2" %n1 WINDOW TO BLOCK +1-1/2" SCALE: 1—STORY GABLE �ABLOCK WALL SCALE: 3/4'=1'-0' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 9' GYPSUM BOARD OR #' HIGH STRENGTH CLG. BOARD GONG. FILLED LINTEL BLK I (1) "5 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS ® 16' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN OVER 030 FELT PAPER I TRUSSES WHERE 'X' BRACING INSTALLED PER FBCR 15 PRESENT R505.2.1 ON a' O.S.B. SHEATHING OR }' GDX PLYWOOD SECURED PER PRE-ENG GABLE TRUSS FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) P.T. Ix2 W/ MTL. DRIP EDGE 12d's o EACH TRUSS 2x4 OR 2x6 SUB -BAND m, TO BE INSTALLED m MID. POINT OF PER ELEVATIONS TYP. TRUSS SPAN, OR 10'-0' O.G. MAX. VENTED ALUM. SOFFIT aH. SEE ENERGY CODE FORMS STIFFBACK AT ALL FOR INSULATION R-VALUES UPRIGHTS OVER W-10' I' GYPSUM BOARD OR ' HIGH (SEE SEALED ENG. HIGH STRENGTH CLG. FOR SIZE 4 CONDITION.) BOARD O.S.B. SHEATHING OR }' 2x4 NAILER CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE 2x4 0 24' O.G. ®INTERIOR ON SHEET D5 KNEE WALL 1/5' THICK, 3 COAT GONG. FILLED LINTEL BLK W/ PORTLAND CEMENT PLASTER (1) 05 REBAR CONTINUOUS OVER EXPANDED GALV'D ( METAL LATH ON FORTIFIBER PRECAST LINTEL JUMBOTEX GRADE 'D' WINDOW ATTACHMENT AS PAPER OVER TYVEK PER MANUFACTURES BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO SPECS FOR COMPLETE INFORMATION) PRECAST SILL WEEP SCREED (I) "5 REBAR VERTICALLY (SEE DETAIL 2) W/ CONIC. POURED CELL SECURE GABLE TO 2x6 P.T. Ix2 P.T. FURRING STRIPS PLATE W/ 12d's 8' O.C. MAX 16' O.G. SECURE 2x6 PT. PLATE TO BLK W/ }'xB' ANCHOR BOLT 8' GMU W/ 2' WASHER SET IN 51MPSON 1/2' GYP. WL. BD. HIGH STRENGTH EPDXY 1' WOOD BASE EMBED. MIN. m 32' OC MAX. _ %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY w f� �o 1—STORY GABLE W/ VAULT CLG. Uj—B-p-� BLOCK WALL SCALE: 3/4' =1' -0' NOTE: PER FBCR B052.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER A5TM D226 TYPE 11, ASTM D 48C6B TYPE Iv. OR ASTM D 6151 2X4: ® 2X4, ® 2X4: 1$ SECURE TO BLOCK W/ �6' SECURE TO BLOCK W/ SECURE TO BLOCK WN♦' TAPCONS OR DRIVE PM TAPCONS OR DRIVE PM TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN SHANK SIZE .145 (MIN. SHANK SIZE J45 MR 1 EAD SIZE 3" MIN. HEAD SIZE 300 MIR HEAD SIZE 300 MR EMBEDMENT I Y.•) MIN. EMBEDMENT I Ya') MIR EMBEDMENT I Y.') WITHIN 8' OF EACH END 4 WITHM 8. OF EACH END END H,OC. IS' O.G. MAX SPACING. 18' O.C. MAX SPACING B!IMAX SPACING. 2X6: ® SECURE TO BLOCK W/2-3(r.' OR DRIVE PIN NOTE 9 OUTSIDE # 2X MSTRED BE ON OUTSIDE SECURED 2X6: ® SECURE TO BLOCK W/2-4i(,' OR DRIVE PM NOTE: 3X MUST 2X6: ® SECURE TO $LOCK WPIN T OR DRIVE PIN ❑ (MIR (MIN SHANK SIZE .145 THROUGH N C- RAL (MIR SHA MIRK SHANK SIZE.145 ON OUTSIDE SECURED OUTSIDE IN- SkA (MIN SHANK SIZE .10 MM. HEAD 612E 300 MR 1141 9(4' TAPCON MM. I-Y' MM. HEAD 612E 300 TW THROUGH NON-STRUCTURAL MR HEAD 612E 300 MIN EMBEDMENT I Y') EMBEDMENT R1TO BLOCK MIN. EMBEDMENT I Y') 1L,` TAPCON MIN Imo• MR EMBEDMENT I Y.') WITHIN 8' OF EACH END 4 S. GI'A1 WITHIN 8' Or EACH END 4 EMBEDMENT INTO BLOCK WITHM 8' OF EACH END 4 IS' O.C. MAX 6PACING. Y• DRYWALL IS' O.C. MAX SPACING. a' QMU 18' OC. MAX SPACING. 2X8: ® I'X4' OR I•x2' P.T. NAILER 2X8 ® 1F DRYWALL 2X8: SECURE TO BLOC( W/2- TAPCONS OR DRIVE PM 36- O.S.B. X 4• MR SECURE TO BLOCK WR-1-' TAF--," OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/I-1'- TAPGON$ OR DRIVE PIN (MIN. 6HANK 517E .145 DOOR CASING (MIN. SHANK SIZE .W6 DOOR CASING (MIN. SHANK 516E J46 MR HEAD SIZE 300 DOOR JAMB OR WINDOW MRHEAD SIZE 300 DOOR JAMB OR WINDOW MIN HEAD SIZE 300 MIN. EM5EDMQ4T I Y') ATTACH TO 2X PER MIN. EMBEDMENT I )'49 ATTACH TO 2X PER MIN EMBEDMENT 149 WITHIN 8' OF EACH END 4 16' OG. .C. MAX SPACIN MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING..IB' FACTURES DETAILITH MANUFACTURESS. W 8 IN ' OF EACH END 4 OC. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y•) DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" V1 SCALE: 2X4: SECURE TO BLOCK W/ TAPGONS OR DRIVE PIN (MIN 6HANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT I)V WITHM 8' OF EACH E1JD 4 IS' OC. MAX SPACW- 2X6: CEM SECURE TO BLOCK W�'1-)6s' NOTE: STRUCTURAL 2X MST TAPCONS OR DRIVE PM 8E ON OUTSIDE 4 SECURED (MIN SHANK SIZE J46 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 Y.' TAPCON MIN I-V MIN EMBEDMENT I)V4') EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END t a. Cm18' O.G. MAX $PACING. 15' DRYWALL 2xa: ® SECURE TO BLOCK UV2 I'X4' OR I'X2' P.T. NAILER TAPGONS OR DRIVE PM I' P.T. X 4' MIN. (MIN SHANK SIZE .145 DOOR CASING MIN HEAD SIZE --" DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y') Ai1AGa i0 2X PER WITHIN a'OF EACH END 4 B' OC. MAX SPACRYs. MANUFACTURES DETAILS. NOTE: SHIN AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') DOOR JAMB TO BLOCK +2 1/4" �n1 WINDOW TO BLOCK +2 1/4" D SCALE: I'.I'_0• NOTE: $HM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T L SCALE: 2X4: CM SECURE TO BLOCK W/,' TAPCONS OR DRIVE PIN (MIN. SHAM SIZE .WS MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 4 18' O.C. MAX 5PACNG NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 2X6: DIED TAPOOJ MR Imo• 5ECURE TO BLOCK Ul/1-i(y' EMBEDMENT INTO BLOCK TAPGONS OR DRIVE PM (MIN SHANK SIZE .145 ❑ e' CMU MIN. HEAD SIZE 300 V DRYWALL MIN. EMBEDMENT I '9) WITHIN 8' OF EACH END 4 i'X4. OR I'X2' P.T. NAILER 18' D.C. MAX SPACING. 2ND 2X SECURE TO : ® 2X8 STRUCTURAL MEMBER W/(2)12.I SECURE TO BLOCK W/1-j(4' WITHIN 8' OF EACH END 4 6' TAPCONS OR DRIVE PM TO 8' OC. MAX (MIN SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW EMBEDMENT I Ys') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 IS'O.C. MAX SPACING- MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUG JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T SCALE: I'.I'-0' NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL �6' TAPCON MR I-Y' EMBEDMENT INTO BLOCK a' CMU Y' DRYWALL I'X4. OR 150' P.T. NAILER %' O.S.B. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAIFACTURES DETAILS. NOTE: 5MM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" V SCALE: 2X4: CM SECURE TO BLOCK UA4 TAPCON5 OR DRIVE PIN (MIN SHANK SIZE .145 MR HEAD SIZE 300 MIN EMBEDMENT I Yj ) WITHIN 8' OF EACH END 4 18' O.C. MAX &PACING. ZX6: CM SECURE TO BLOCK WA-1/4' TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN SHANK SIZE .145 BE ON OUTSIDE 4 SECURED MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN EMBEDMENT I Y4•) V TAPCON MIR 1-Y' WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK 16' OC. MAX SPACING. a, Cm 2X8: ® SECURE TO BLOCK WATT/4' K' DRYWALL TAPCONS OR DRIVE PIN I'X4' OR I•M' P.T. NAILER (MIN. SHANK 817E .145 I• P.T. X 4' MIN MIN. HEAD SIZE 300 DOOR CASING MUM. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IS' OC. MAX $PACING. ATTACH TO IX PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3/4" SCALE: A R C R I T E C T 3 Design Grou .... 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003326 w y a w a 0 0 F 0 SILVERADO LOT #17 BLK #1 PROJECT► 04128.000-17001 IWDEIc 4EHB "2605—HAYDEN" GARAGE BTIUCCI. LEFT PAGE: MONOLITHIC 1—STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHITECT: STATE OF FLORIDA D TM 11/09/16 BCAI.M 1/4"=l'-0" 9IiEET �3 FIBERGLASS SHINGLES OVER #30 FELT PAPER INSTALLED PER FBGR R905.2.1 ON J' 0.5.6. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. 1X2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5, 1/6' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. o TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED _ (SEE DETAIL 2/03) _ EMBED. STRAP VERIFY W/TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY FIRST FLOOR BLOCK SECOND 1 FLOOR FRAME SCALE: 3/4' = I' -0' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS g 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG, SPECS.) J' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD GONG. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 16' O.G. 6' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON J' O.S.B. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ 8'x6' THRU-BOLTS 0 32' O.G. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 5' O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ 5IMP50N I-ITC4 0 24' O.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR I' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/6' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. m TOP AND BT, OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/TRUSS PLAN s/a THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY GABLE l' FIRST FLOOR BLOCK SECOND 9 �A�FLOOR FRAME 1 tl SCALE: 3/4'=1'-0' a 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's o EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES j' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS ® 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUE5 I' T a G 5UBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) J' GYPSUM BOARD OR J' HIGH STRENGTH CLG. BOARD GONG. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS a 16' O.C. 6' CMU 1/2' GYP. WL, BD, WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBGR R9052.1 ON �&' O.S.B. SHEATHING OR f CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 1,0000 UPLIFT - CONNECTOR 2x6 SYP 02 — DBL TOP PLATE WALL SHEATHING 2x8 5YP 02 — WOOD STUDS AT 12' O.G. MAX 2x6 P.T. 5YP 02 SOLE PLATE "5 REBAR o 16 O.G. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN, SEE ENERGY CODE FORMS FOR INSULATION R-vALUES z w o� WALL LI = SECTION — WOOD FRAME TO f; q�1BQ�LOCK�WA�LL° SEE ENERGY CODE FORMS FOR INSULATION R-VALUES i' GYPSUM BOARD OR 2 HIGH STRENGTH CLG. BOARD SIMPSON SP2 m EA. 2X8 STUD DRY WALL DIA ANCHOR BOLT AT 16' O.C. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMP50N SPI w EA. 2X8 STUD �(1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (I) S REBAR HORIZONTALLY PRECAST LINTEL N WINDOW ATTACHMENT AS PER MANUFACTURES 71 SPECIFICATIONS —PRECAST SILL Ix2 P.T. FURRING STRIPS 0 16, O.G. 8' CMU 1/2' GYP. WL. BD. (1) 04 CONTINUOUS REBAR WOOD BASE 04 REBAR 45' LONG W/6' HOOK 6 24' O.C„ MIN. 24' IN SLAB 2'_0" (MIN. 1 IN SLAB) 4' CONIC., REINF. W/ 6'x6' l_ WIAXW1.40 WWM ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE 05 REBAR ON CHAIRS - 2x STUDS a 16' O.G. MAX W/ g 0.5.5. SHEATHING OR }' COX 2x STUDS o 16' O.G. MAX W/ NOTE: IN5UL., SEE ENERGY CODE PLYWOOD. ATTACHED PER NSUL., SEE ENERGY CODE PER FBCR 905.2.1 - FOR ROOF SLOPES 2:12 TO FORMS FOR INSULATION FASTENER SCHEDULE ON SHEET FORMS FOR INSULATION LESS THAN 4:12, A (2) LAYER UNDERLAYMENT R-vALUES D5 R-vALUE5 SYSTEM IS REQUIRED. FOR ROOF SLOPES OF ' T 4 G SUBFLOOR GLUED 1/6' THICK, 3 COAT PORTLAND T 4 G 5UBFLOOR GLUED 4:12 OR GREATER, CIJ LAYER UNDERLAYMENt IS AND SCREWED AS PER CEMENT PLASTER OVER AND AND SCREWED AS PER PERMITTED BUT MUST BE PER ASTM D226 TYPE FASTENER SCHEDULE EXPANDED GALV'D METAL LATH EX ANDE GA VV META FASTENER SCHEDULE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 GRADE 'D' PAPER OVER TYVEK 3/4' T 4 G SUBFLOOR GLUED BUILDING WRAP (REFER TO AND SCREWED AS PER STUCCO SPEC5 FOR COMPLETE FASTENER SCHEDULE ON INFORMATION) SHEET D2 2x4 CONT. to TOP AND BT. OF FLR TRUSS (TOP 2x4 PRE-ENG FLOOR TRU55 SUPPORTS BT PLATE OF 2ND PRE-ENG FLOOR TRUSS FASTEN 2X4 RIBBON (P.T. e FLR, BT. 2x4 15 FOR WALL CMU) W/ (3) 12d NAILS m EACH SIMPSON HETA-16 EMBED. SHEATHING NAILER) 1' GYPSUM BOARD OR Z TRUSS STRAP w 32' O.C_ MAX VERIFY WEEP SCREED HIGH STRENGTH CLG. W/ TRUSS PLAN (SEE DETAIL 2/D3) BOARD PRE-ENG FLOOR TRUSS EMBED. STRAP VERIFY (INSTALL PER MFG. SPECS.) ' GYPSUM BOARD OR W/ TRUSS PLAN CONIC. FILLED LINTEL BLK W/ HIGH STRENGTH CLG. BOARD 5/B' THICK, 3 GOAT PORTLAND CIJ 05 REBAR CONTINUOUS GONG. FILLED LINTEL $LK W/ CEMENT PLASTER APPLIED (1) 05 REBAR CONTINUOUS DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ RIBBON 2 PERPENDICULAR PRE—ENG FLOOR TRUSS STENING DETAIL 4:1 SCALE: 3/4'=I'-0' E: 3/4' = I' -0' A R C N I T E C T R 6 IJGSpGrou[rj''i��. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7745078 FAX: 407-7744078 www.abdesigngroup.mm AA #: 0003325 J w x y a 4 c F a I1p OU13DIV. & ILOT:SILVERADO LOT #17 BLK #1 non=T* 04128.000-17001 NADRU 4EHB "2605-HAYDEN" OARAZZ 81VU40: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHITECT: STATE OlF FLORIDA DA 11/09, 8CAX.M 1/4"=l'-0" 8I*mffiT D4 FIBERGLASS SHINGLES OVER •30 FELT PAPER INSTALLED PER FBGR R9O52.1 ON J' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB PER PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER 51ZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR - DETAILS O.S.B. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. T/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. 9 TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN 5/a' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY FIRST FLOOR BLOCK SECOND 1 FLOOR FRAME SCALE: 3/4' = I'-O' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS m 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG, SPECS., I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK I (1) *5 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ GONG POURED CELL Ix2 P.T. FURRING STRIPS a 16' O.G. 8' CMU I/2' GYP. WL. BD. WOOD BASE OVER 030 FELT PAPER INSTALLED PER FBGR R9O5.21 ON J' O.S.B. SHEATHING OR 2 CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ g'x6' TI-IRU-BOLTS m 32' O.G. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8' O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON I-ITC4 o 24' O.G. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR I' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 116' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. o TOP AND BT. OF FLR TRU55 (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN 5/o, THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY GABLE FIRST FLOOR BLOCK SECOND 1A FLOOR FRAME" SCALE: 3/4' =1' -0' 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES TRUSSES WHERE 'X' BRACING OVER 03O FELT PAPER IS PRESENT INSTALLED PER FBGR R9O52.7 ON a' O.S.B. SHEATHING OR }' CDX PRE-ENG GABLE TRUSS PLYWOOD SECURED PER CONT. 2x4 RAT RUN SECURED FASTENER SCHEDULE SEE ENERGY CODE FORMS W/ (2) 12d's A EACH TRUSS PRE-ENG TRUSS FOR INSULATION R-vALUES P.T. IX2 W/ MTL. DRIP EDGE J' GYPSUM BOARD OR J' 2x4 OR 2x6 SUB -BAND HIGH STRENGTH CLG. PER ELEVATIONS BOARD VENTED ALUM. SOFFIT SIMPSON SEE ENERGY CODE FORMS SP2 g EA. FOR INSULATION R-VALUES 1000« UPLIFT , 2X5 STUD CONNECTOR J' GYPSUM BOARD OR }' 7DOUBLE 2x6 SYP "2 DBL TOP HIGH STRENGTH CLG. PLATE BOARD DRY WALL TOP PLATE WALL SHEATHING J' DIA ANCHOR BOLT AT 16 ' O.G. MAX WITH -I' WINDOW ATTACHMENT AS 2x6 SYP 02 EMBEDMENT AND 2' PER MANUFACTURES WOOD STUDS DIA, WASHER SPECIFICATIONS AT 12' O.G. MAX SIMPSON 8PI WINDOW SILL W m EA. 2X8 2x STUDS im 16' O.G. MAX W/ STUD INSUL., SEE ENERGY CODE FORMS FOR INSULATION 2x6 P.T. SYP 02 R-VALUES O SOLE PLATE (1) COURSE TIE -BEAM POURED SOLID WITH J' T 4 G SUBFLOOR GLUED W CONCRETE. (1) 05 AND SCREWED AS PER Q REBAR HORIZONTALLY FASTENER SCHEDULE O 0- O W PRECAST LINTEL Lu WINDOW ATTACHMENT AS W PER MANUFACTURES Lu SPECIFICATIONS 0 PRE-ENG FLOOR TRUSS W PRECAST SILL (INSTALL PER MFG. SPECS.) ? 05 REBAR s 16' ' GYPSUM BOARD OR 2 z m O.G. MAX, IN HIGH STRENGTH CLG. W CONCRETE BOARD Z POURED CELL, Ix2 P.T. FURRING STRIPS 09 VERIFY PER w GONG. FILLED LINTEL BLK W/ PLAN. (1) 05 REBAR CONTINUOUS B cl 6' CMU J O SEE ENERGY 1/2' GYP. WL. BD. PRECAST LINTEL 100 CODE FORMS (1) 04 CONTINUOUS REBAR WINDOW ATTACHMENT AS .1 FOR O OL) BASE PER MANUFACTURER Q INSULATION SPECIFICATIONS D m R-VALUES Z w M40REBAR 48' LONG PRECAST SILL Q a Z W/6' HOOK m 24' O.G., 05 - -qq' O MIN. 24' IN SLAB (1) REBAR VERTICALLY W/ CONC. POURED CELL , -A F III IL iv v 2'-0" (MIN. ° IN SLAB) Ix2 P.T. FURRING STRIPS ,_' i 8' CMU WALL I 1/2' GYP. WL. BD. i 4' GONG., REINF. W/ 6'x6' UIOOD BASE SECTION — L� WI.4XWI.4O WWM ON 6-MIL POLY _ WOOD ' ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL �f FRAME TO U, TERMITE TREATMENT SHALL BE � LOCK WALL ° 6° 6" 6' 2' 0' 6", BORA-CARE a L (3) 05 REAR ON CHAIRS B A C N i T E C T■ 6 Deign Grousi�.. U N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-774-4078 www.abdesigngrou'." AA S: 0003325 w w 0 U 0 4 w 0 0 i BUBDIV da LOT SILVERADO LOT #17 BLK #1 PROJWTI► 04128.000-17001 IODELe 4EHB "2605—HAYDEN" DARAQE awnro: LEFT Ph MONOLITHIC 2—STORY 1— HR WALL SECTIONS & NOTES 150 MPH EXP. B ARCHITECT- STATE OF FLOP�A DA 11/09/16 BCALM 1/4"=1'-0" SREET D4o 1 PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PM (MIN SHANC 5IZE145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/49 a' FROM EACH END MID 18- 4"- O.C. MAX MIN 1-1/4' EMBEDMENT: m 2 X 6 (MIN 2 X 3) 2-3/16 TAPCONx OR DRIVE PM (MIN SWANK SI2Z.145 w_ MIN HEAD SIZE 300 I MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 16' O.C. MAX MM I-V4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PM (MIN SWANK SIZE.I4S MIN HEAD SIZE 300 2X4 50LID d-OCKING MINEMBEDMENT Iva•) SECURE TO 5HEATHMG UV 8' FROI•I EACH END AND 10, MIN, 2-120 PER BLK EA. END O.C. MAX MIN I-114' EMBEDMENT 1/16' O6B SHEATHING CMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: IR'•I'-0' DBL. TOP PLATE 2X4 I6' O.C. MAX PIN MIN SHMK SIZE op 145 MIN HEAD SIZE 300 MIN. E'6'' E4 ENDT I OTWTO ARGI-IU1AY EXCEED 18' O.G. MAX 2X4 SOLID DT. F'L.ATE BLOCKING. SECURE V2' PLYWOOD - TO SHEATHING WITH OR TA6' OS.B. MM. 2-Ud PER BLK E4 END r,1EXTERIOR ARCHWAY V SCALE: I/2'•I'-0' Ti(y OSe. OR YZ PLYWOOD SHEATHING Q W BLE>-FELT Q3 24' WIDE 26 GA. GALVANIZED METAL FLASHING — ® MUST ADD DI510, 36- WIDE AND AND MUST BE A MIN 24' WIDE METAL Q FIBERGLASS SHINGLE$ SIMP°ON SP, EVERY OTHER STUD '!w-TA's TRU55 SIMFSC 1/2' CLG. BOARD t TEXT. SP4 e 2X4 DBL. TOP PLATE EVERY V2' DRYWALL OTHER 2X4 WOOD STUDS elb' OL., STUD UAO. ON TRUSS PLAN 2X4 CONT. STRESS I BLOCKING MID -WALL 2X4 PT. PLATE SIMP• d 5P4 e 32' O.G. MAX CONG. SLAB 2 W. CONT. 1-STORY INT. BEARING WALL 6 SCALE: IR'.I'-O• NOTE FOR WALLS WNO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTOR$. DBL TOP PLATE 2X4 16' O.G MAX SECURE 2X4 W/ 2-its' TAPCONS OR DRIVE PM (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1 Ys' um a' EA END NOT TO EXCEED B' OG. MAX 2x4 50LIE BLOCKING SECURE TO SHEATHING WITH MIN 2-12d PER BLK EA END EXTERIOR ARCHWAY 2 WITH WINDOW SCALE: I/2'•1'-0' PRECAST WEADEI6'MIN) 2 X 4 (MIN 2 X 3) 1-3A6 TAPCON OR DRIVE PM (MIN SHANK SIZE145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 114') a' FROM EACH END AND 15' O.G. MAX MM I-I/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON ipK OR DRIVE PIN (MIN SHANK 5IZF-145 MM HEAD SIZE 300 MIN EMBEDMENT 1 1/4')a' FROM EACH END AND 18' O.C. MAX MINI-V4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PM MIN SWANK SIM146 MIN HEAD 51ZE 300 1116' 085 5HEATWMG MIN EMBEDMENT 1 1/4') 2X4 16' O.G. MAX 6' PROM EACH END AND V (WHEN OVER 16' IN WEIGHT.) O.G. MAX MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING — SEGURE TO 6HEATHING W/ MM. 2-12d PER BLK EA END r51CLOSED VALLEY FLASHING DETAIL N.rs. TRUSS DOUBLE TOP PLATE 2.4 CONTINOUS STRESS BLOCKING MID WALL 2.4 STUDS a le' O.G. MAX, UO.N. ' T t G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE 1ST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 a 32' O.G. MAX PRE -ENO FLOOR TRUSS DOUBLE TOP PLATE 2x4 CONTINCUS STRESS BLOCKING MID WALL 2x4 STUD$ a I6' O.G. MAX. U.ON. I/2' GYP. ILL. BD. SECURE ST. PLATE TO SLAE W/ }' W ANCHOR BOLT W/ 2' WASHER SET IN SIMIFSON HIGH STRENGTH EPDXY T' EMBED. MIN. SIMFSON SPA a 32' O.G. MA: 0 1NT. 2-STORY L.B.W. SCALE: IR'•I'-0' ARCHWAY DETAIL 16 AND UP SCALE: 1l1'•1'-0' PRE-F_NG TRUSSES OR CONY. FRAMED RAFTERS J' OSB. SHEATHING OR }• CDX PLYWOOD SECURED PER FASTENER SCHEDULE 2.4 BLOCKING UNDER WALL STUD$ SCORE BETWEEN TRUSS BAYS W/ (3) 12d's EACH END 2x DOUBLE TOP PLATE STUD$ a 16' O.C. MTS-12 a EVER STUD 2X4 BT. RATE DORMER 8 ATTACHMENT SCALE: IR'.I'_0• DBL. TOP PLATE SECURE 2 X RIP TO FIT W12-12d5 6'-8' O.C. MAX. 1/8' TEXTURED FINISH T/*- 055 SHEATHING 2 X 4 YG' O.C. MAX (UNEnJ OVER 16' IN HIEGWTJ 2 X 4 (WHEN OVER 16' IN REGHT.) 1/4' TEMPERED MASONITE GLUE #NAIL W/8d'S 5'-12' O.G. F NEEDED. 2 X SOLID BLKYG a ARCH SECURE W/2-12d EACH END ATTACHMENT PER MANUFACTURER'S SPECS. MTL WOW FRAME 'NOTE NO GAP a WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK_ SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 114') 8' PROM EACH END AN 16' EXISTING BLK ABV. OrMAY, MIN 1-V4• EMBEDMENTV4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8' TEXTURED FINISH OR DRIVE PIN MIN SWANK SIZEMS MIN HEAD SIZE 300 1116' 065 SHEATHING MIN EMBEDMENT 1 1/49 $' FROM EACH END AND 0' 2 X 4 16' D.C. MAX OL. MAX MIN 1-1/4' EMBEDMENT (WHEN OVER W' IN HEIGHT.) 2 X 4(WHEN OVER I6' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 16' IN WEIGHT.) M OR DRIVE P(MIN SWANK SIZE145 MWEAD SIZE M 300 MIN EMBEDMENT 1 1/4') 2 X SOLID BLK* • ARCH HEN SECURE W/2 •ITd EAGEND 0' PROM EACH END AND 18' ATTAC 41ENT PER O.G. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S 9PEC'5. MTL WOW FRAME 1/4' TEMPERED MASONITE +NOTE: NO GAP • WDW FRAME GLUE # NAIL W/Sd'S a'-T2' O.G. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL �u1 CUTAWAY SCALE: IR'.I'•0' ASPHALT SHINGLES OVER W FELT ON l/16' OSB. PRE -ENO GABLE TRUSS SPF STIFFBACK (SEE 5EAL0 ENG. PACK FOR SIZE t CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT —T. 1,4 5PF RAT FIN 1 SECURED W/ (2) 12d's a EA_W TRUSS (2) 2x4 e2 S.Y.P. DIAGONAL BRACE W/ (3) 12d's a EACH TRUSS (DIAGONAL X-BRACING TO COVER 5-TRUSSES 1' GYPSU2.1 BOARD OR }' HIGH $TREWsTH CLC NOTE: BOARD DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE a ANY SPAN B'-0' OR GRATER REFER TO TRUSS ENG FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0' (U X-BRACE TO 60'-0' l3J X-BRACE (V X-BRACE a CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END GABLE X-BRACING SCALE: 12'.I'-0' 2. RIDGE ONE SIZE LAF43ER THAN RAFTER SIZE MIN. (3) 12d NAILS OR HIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER UP MR (3)12.1 NAILS OR MM. (4) 10d GUN NAILS IxS NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS a EA rRJSS RAFTER TO TRUSS NTS-12 CREATE VOID FOR STRAP ROOF DECKING OVER PRE -ENO TPo155ES PRE -ENO. TRUSS ALTERNATE CONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES FIBERGLASS SHINGLES OVER -30 FELT ON 1/I6' 0.5.8. 10 CONV. E: F Vl'•I'-0'RAMED ROOF SCAL 0'-0' TO 30'-0' (U 7<' BRACE TO 60'-V (3) 'X' BRACE (1 'X' BRACE • CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) (2) 2X4 -2 SYP DIAGONAIL BRACE —� W/ 3-12d a EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING WHERE 'X' BRACING S PRESENT (2) 10d NAILS EA END TO TRUSS SPF STIFFBACK (SEE SIFALD ENG. PACK FOR SIZE t CONNECTION) 1116' 09B SHEATHING — USE 8d NAILS AT 4' — EDGESt 6' o . FIELD 2X4 , 3/8' X 5 LAG e32' O.C. OR 91MP,,GN MSTA-24 • 32' O.C. SHEATHING NAILING TO BE 6'-8' OL. IN FIELD 4' Or. -ALL EDGES W/ed NAILS TRUSS 24' o 1/2' CLG. BOARD NAIL CONT. RAT TEEN TO TRUSS W/ (2) 12d a EA TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD I6' O.G. MAX n2-STORY GABLE END CROSS BRACING SCALE: V2'•I'-O' • 1115 UPLIFT SIMPSOM HT WA0 IOd TO TRUSS AND (4) I/4' x 2 1/4' TAPCONS TO CONi POURED LINTEL • 2350 UPLIFT (2) SIMPSOM HT51-120 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WAO 10d TO TRUSS AND (4) 1/4' x 2 114' TAPCONS TO CONT r11TRUSS ANCHOR RETROFIT N TS. 12" z FINISH m LANDING E 3/4' PLYWOOD FF. DBL 2X6 - i I 36" MIN. FINISH - - — -_7r 3/4' PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED THRU 3/4' PLYWOOD INTO FINISH o LANDING 3/4' PLYWOOD FF. EACH STRINGER LE55 THAN 4' TYP. 3-2XI2 5YP STRINGER DBL 2XI2 2X12 TREAD ETWEEN SPINDLES REINFORCED W/2X4 SPFOR GUT TO FI7 W/CONT. BEAD OF FLOOR JOIST IXS RISER SUB -FLOOR ADHESIVE IO PL-400 OR SIMILAR o z HAND RAIL EA HORIZONTAL RUN m SECURE TREADS TO STRINGER m u W/(3n 3' SCREWS o EA v STRINGER, UNTHREADED SHANK 1/2' DRYWALL TO EXTEND BEYOND THICKNESS OF SU$-FLOOR SHEATHING IX10 TRIM NOTE: I' NOSING TYP. STAIRS RISERS TO CONFORM TO FBGR 5TH EDITION (2014) (3)10d GUT NAILS MIN. TREAD 10', MAX. RI5ER 1-3/4' 3/16' MAX. VARIATION IN RI6ER5/TREAD5 SLEEPER INTOQ ADJACENT TO EACH OTHER SLA$ 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA, TO $E 1 3/4' +•-1/4' OR PROVIDE EQUIVALENT GRASPABILITY 3 STAIR SECTION DETAILS WINDERS- MIN. Fi' WIDE Q NARROW END MIN, 11' WIDTH o 12' FROM NARROW END 34' MIN. HANDRAIL HGT. A R C R I T E C T S Masi n Grounc. L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w y V O 4 V O F O 14 ti 8UTHDIV. dE L(oT: SILVERADO LOT #17 BLK #1 PROJECT* 04128.000-17001 bWDM U 4EHB "2605-HAYDEN" GARAGE BVMG. LEFT PAGE: MISC. DETAILS 150 MPH EU. B ARCHITECT: STATE OF FLORIDA 9 'D 11/09/16 BCALH: 1/4"=1'-0" BHEE-pgT--��) JV PRODUCT APPROVAL LISTING FL 10446-114 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10456-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17236-112 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17244-R1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 172" FL 6223-112 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 7473-116 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR FL 12019-115 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR FL 14039-112 PLYGEM SINGLE HUNG - 2014 FBCR FL 14634-112 PLYGEM SLIDING GLASS DOOR - 2014 FBCR FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR FL 14253-113 PLYGEM FIXED GLASS - 2014 FBCR FL 15217-114 MI WINDOWS & DOORS SINGLE HUNG - 2014 FBCR FL 13349-114 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2014 FBCR FL 15333-112 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR FL 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 15279-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5891-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR FL 10758-116 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR FL 10477-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13192-114 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13223-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13265-112 FL 4103-118 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDIN G.ORG CONTROL DATE: 0549-16 A R C H I T E C T S GraDesign O S n c. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 i; m y a a 0 F c x sysa:v. & SILVERADO LOT #17 BLK #1 PROJWT* 04128.000-17001 MODRU 4EHB "2605-HAYDEN" GA t&QZ BMWG. LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B r Aftl>gTECT- 51 f® I11/Os/16 CAUD 1/4"=1'-0" IMET D 6 j PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TCJ BE WIRED TIED TO LATH a S' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED 7 O.G. MAX VERTICALLY Ti SHALL NOT CCNTNUOU5 TOUGH CONTROL NTS BUT SHALL STOPPED AND :1 AT EACH SIDE i' THICK, 3 COAT CEMENT PLASTER WRB LAYER •2, FORTIF15ER BUILDING PAPER APPROVED METAL LATH FASTENED -T' (VERT.) OZ. MAX AT SUPPORTS WR5 LAYER'(, STUCCO WRAP WOOD SHEATHING. D TM GI063 - / G / PROVIDE 2X4 BLOCKIN 2 ASPLACED FLAT MAX. W TO S' .1.4 FROM CONTROL JOINT WWEN \ CONTROL JOINT FALLS ON ASTENERS FOR LATH TO BE NAILS O\R STRUCTURAL STUD LPLES IN COMPLIANCE W/ ASTM CW63 IIRE TIES TO BE (NO. IS) 0.04T5' WIRE SLOCKUNCT SHOWN MAY BE IN ADDITION / \ WALL STUDS REQUIRED PER PLAN "M" TYPE CONTROL JOINT Ol FOLD tiUA1FD • A. OL FOLD — Pr. A a. clteASE • Pr. D 3. cREAeE • Pr. c � ��nR�7,, DRIP EDGE. OVERLAP S_ I T VC OELOIU SNEWAINNG, t1ECHANICALLT FASTEN 4' DD. MAX OL FOLD aaNltD • F?. A 3. OREdaE . Pi. B FOLD 4S OL FOLD NUAI®• FR. 1.OItEdSE • PT. D s. cREAeE . PT. c 4. FOLD PT. C OVER PT. D TILL PT. C TOUCiES DDTTQi FLANGE = I DOTTo® FLdYiE LLWTER TIGHT SEAL FOLD. 122 ti¢t=T —i' THICK, 3 COAT CEMENT PLASTER CURB LAYER 4. FORT FIBER BUILDIW PAPER —WR5 LAYER'(, STUCCO WRAP LAP LT a NNAIL DUILD W¢AP oeR HALING FLANGE, oP �e� I K• ADOVE axS WALL 0.AaNNG �6 0 ] D K DETAIL) 0.A&IaY DETAIL) 0p° FASCIA IIItN NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MIN"" OF 6' a VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAP5. ALL SEAMS NEED TO BE TAPED WITH FORTIBER SHEATHING TAPE MIN LAP. METAL LATH _ \ LATH VERTICAL LAP TO BE I' ^ —� METAL LATH WR5 LAYER 'I STUCCO WRAP _ _ 6 MIN PAPER _L,AP BELOW GNLY WR5 LAYER -2, FORTIFIBER BUILDING PAPER 2 PER LAP SCALE: I i/1'•I'-0' ® KIC KO UT DETAIL — WAT7at TIGHT BEAL (Delp Olt aDLDeR DO NOT CJI EM INSK TALL KICOUT R.AATMMT ROOF WALL NTERSEOTIONB VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00415-IN. (I21-MM) WIRE AT INTERVALS NOT MORE THAN S' (229-MRM). AS PER A5TM CI063 115.1. FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANIA, SPEC. OR PEEL A STICK i' THICK, 3 COAT CEMENT PLASTER METAL LATH WR5 LAYER -2, FORTIPIBER BUILDING PAPER U,RB LAYER'(. STUCCO WRAP WOOD SHEATHING WOOD STUDS SHEATHING BUILDING PAPER n bLAP STUCCO ---\ 3h Ln P.PAPeR' LATH P HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING WR5 LAYER 01, STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER METAL LATH LAP tEI d TAPE OvER ROOF/UJ4 SCREED _ZI 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING Z (NAIL TO ROOF DECK, NOT n UTALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL U11TH ROOF CEMENT SHINGLE ROOFING "L" FLASHING N,T.S, 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOL15E WRAP MATERIAL) OVER 4 APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE I/ (PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS. STAPLES) AS -- IRECUIRED TO SECURE PIPE/ WIRE TO FRAMING tllir, 6'xb' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE - WRAP MATERIAL) OVER 4'x4' { SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE tLRAP. FLASHING TO EXTEND ONTO PIPE `- CUT AND OVERLAP ONE SIDE or STEP 02 RAW. RING MEMBRANE WRB LAYER'(. ---.-5TUCCO WRAP WR5 LAYER -2,, FRORTIFISER I�TAL L4TF1 -- 6'x6' SELF -ADHERING MEMBRANE FLASHES OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE 4'x4' SELF -ADHERES MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING i0 EXTEND GNTO PIPE V CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEUJRAP AIR INFILTRATION BARRIER OVER SHEATHES FLASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER FBC R703.S.01 F-Mufa bMina mtl Dbeb(laa aw-uaa of poNelw cwneM pmbr shell conlptywdh th. apOk.6- nRUYe,rrn4 o(ASTM C 92a-11/L I InaWbtlon of exbrbrleWnp antl fi3minp Mall conVty vMh ASTM C 1063.11A NETRATION DETAI LEGEND DRAINAGE PLANE (WR5 LATER #l, STUCCO UJRAF) WfRB LAYER #2 (FORTIFIBER - - - - - - BUILDING FAFER) METAL LATH x-X-X-x STUCCO L7` WOOD SHEATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER FBC R-103.6.1 / ASTM G-84-1-12, MIN. 2.5 LBS. PER SCQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SFECIFIGATIONS) A E C N I T E C T 7 6 Design Grou E.. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA S: 0003325 h W V W 0 F 4 chi W A F 4 BtMDrV. & LOT SILVERADO LOT #17 BLK #1 PsojwT# 04128.000-17001 AWDEIs 4EHB "2605- HAYDEN" QAl tAGZ ewngG: LEFT PAGE WALL ASSEMBLY DETAILS 150 MPH EXP. B JDATZ: 11/09/16 SCAim 1/4"=1'-0" aprmw WAI A p C N I T E C T 8 INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(W AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP I. X.' VENT CAP 15 TO BE SET IN BED - X- OF SEALANT AT TOP AND SIDES ONLY. SEALANT 15 TO BE TOOLED 50 AS TO DEFLECT WATER AWAY FROM JOINTS. ".. X E-Z BEAD ALL AROUND ��..,.> VENT -APPLY SEALANT ALL i ; X JOINTS AND INTERSECTIONS ' APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO — - - ON ALL SIDES, Ya' CAULKING B JOINT ALL AROUND PER FBC R703.6.01 —j Exterior lathing and plastering BACKER ROD Exterior use of pordand cement plaster -- shall comply with the application i X requirements of ASTM C 926-11 A. 'X X instaliation of exterior lathing and framing I shall comply with ASTM C 1063-11A. WRB LAYER "I, il.. X, STUCCO WRAP I1 . HOODED VENT X X 9' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER •2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT ( FRAME) OOD SHEATHING LAYER STUCCO WRAP LAYER �2, _RTIFIBER f��Zl APER wooDCONstucT `METAL LATH a' CM VINYL CASING BEAD W RA15ED BAND Ye' TO %' MID -WALL WEEP SCREED &' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) 'I- o u_ - DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) L1R5 LAYER #2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO C WOOD SHEATHING ['ZZ_�%2 SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER FBG R'103.6.1 / ASTM C-84l-12, MIN. 2.5 LBS, PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINIS" lo' SELF ADHESIVE OVER TOP 8 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP d SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH WALL 1 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUR SPEC5.) BUILDING PAPER — UNDER 'QUICK FLASH' ELEG. METEF VERIFY LO r — — — A VENT PENETRATION SCALE: N.T.S. /AICCH I V ICGC�CIYC STUCCO SCRATCH COAT d 1 COAT OF PAINT W/BAGK- ROLL PRIOR TO ELEC. METER INSTALLATION I I ELEG. METER FIELD VERIFY LOCATION - I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOGYANOTE-POLYBLEND FOAM �"^ "� ' ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER g' THICK, 3 COAT CEMENT PLASTER Ya' TO %' MID -WALL WEEP SCREED —6' SELF-ADHESIVE FLASHING 'J�WOOD FRAMED WALL ONTAL HORIZWEEP SCREED ( FRAME TO FRAME) :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOU5EWRAP BELOW CUT SUCH THAT - NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z OVER 60 M GRADE V' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING LAYER -1, STUCCO WRAP B WRLAYER -2, FORTMOER BUILDING PAPER METAL LATH WOOD 1/8, TEXTURED CON5TRJCTION l�FINISH • WOOD FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX a' C-Mu X' TO%' MID -WALL G WEEP 5REED • W WIDE STRIP SELF — ADHESIVE FLASHING. CLEAN MASONRY BEFORE APPLYING V FINISH • MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a' WRB LAYER •I, STUCCO WRAP CUT 'X' INTO 7 SELF -ADHERING lX1 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER APPLY 60 MIN - GRADE "D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 STEP #2 WRB LAYER "I, STUCCO WRAP ElSELF -ADHERING MEMBRANE FLASHING '­ WRB LAYER °2, FORTIF15ER BUILDING PAPER STEP #4. ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #ram STEP #� OELECTRICAL RECEPTACLE .t-. LONGWOOD, FL 32750� V PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y w U 0 a V 0 A ti F ee i oz� RADO #17 #1 #t 04128.000-17001 MODELS 4EHB "2605- HAYDEN" GARAGE EIVWG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 00 ARCHITECT DATM 11/09/16 BCAZ.= 1/4"=1'-0" S WA2 WOOD SHEATHING WR8 LAYER -1 STUCCO WRAP WOOD WR8 LAYER -2, FORTIFIBER CONSTRUCTION BUILDING PAPER 3/♦' HAT CHANNEL J' THICK, 3 COAT CEMENT W/%' TYPE 'X' DRYWALL PLASTER 6' 5.AF. • TOP OF WEEP SCREED - TO SHEATHING BEHIND WEEP SCREED `\3 4' POSITIVE DRAIN WOOD SHEATHING _ ��\ WEEP SCREED WRB LAYER "I, STUCCO WRAP- �' THICK, 3 COAT CEMENT PLASTER _ 6' SELF-ADPEREING A i AM-U.FI11G-'IBCUSTOMGA IN Y> FLASHING WRAPPED i - • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER -1, X. STUCCO WRAP - � WRB LAYER '2, FORTIFIB BUILDING PAPER i DPEREING WRB LAYER "I, FLASHING WRAPPED - FLASHING WRAPPED STUCCO WRAP m CORNER OF CANTILEVER 4' POSITIVE DRAIN AMICO AM66-14FWC-180 WEEP SCREED CUSTOM CASING BEAD -f� NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIES ONLY) 1—HOUR CASING 10111BEAD DTL. Ca? CANT. SCALE: I I/2'.I'-0' NOTE: METAL LATH: LATH TO BE PER FBC R103.6.1 / ASTM C-84_1-12, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD WOOD CONSTRUCTION RESISTIVE h RESISTIVE n THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD Z_ NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR DRIP EDGE 11 D INSTALLATION 5/6' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH THICK, 3 COAT CEMENT PLASTER VINYL CASING BEAD WOOD CON5TRUCTTON WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER -2 r}' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' /-POSITIVE DRAIN NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11EDRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRU56 WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE - BARRIER '2 1 THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' P051TIVE DRAIN WEEP SCREED E5 (SHOILN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE DRY WALL THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD 10 CANTILEVER DRIP ��I EDGE LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER— BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING � ` SELF-ADHESIVE FLASHING — FINISH LAYER (2 LAYER PEEL 4 STICK) ------ 6' PEEL 4 STICK m DRIP EDGE TO DECK 1 )i'XI %' P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS WATER PROOFING let LAYER (2 LAYER PEEL 4\1., STICK) WRAPPED FROM / BALCONY DECK TO CANTILEVER 6' PEEL ! STICK 9 I DRIP EDGE TO DECKS I I NXI Y4' P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Ya' GAP FOR BACKE_ER ROD ?SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL W/TEXTURED t PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD —� 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )f' MIN. SPACE FROM DRIP FACE TO TREX Yi GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD ij 00 WEATHER RE515TIVE 1 i BARRIER -1 WEATHER RESISTIVE BARRIER -2 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, K' MIN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER r}' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE (5HO0dN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR BALCONY DRIP 11A EDGE INSTALLATION Y♦' GAP FOR BACKER ROD l SEALANT VINYL CASING BEAD ATER PROOFING Ist—��- AYER (2 LAYER PEEL STICK). r....�w. WOOD SHEATHING COLUMN SHEATHING WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER -2 6' SAP. ' -PEEL 4 STICK -I X2'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT —I Yt' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,Yt' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE515TIVE �� BARRIER 'I ' WEATHER RE515TIVE BARRIER -2 EXTERIOR COLUMN I —4 COLUMN SHEATHING \\PEEL 4 STICK ,- I Ya'x3' 'L' FLASHING SUB FLOOR - 'FULLY EMBEDDED IN ROOF CEMENT I Y,' X 3' 26 GA. GALV. •- ................ •--- •- METAL DRIP EDGE I I Yt' P.T. OR 5IMULATED SET IN FULL BED OF UIOOD (TREX) FILLER, SEALANT, Y,' MIN. CONTINUOUS SPADE FROM DRIP -FACE TO TREX Ya' GAP FOR SEALANT VINYL CASING BEAD OPT, BACKER ROD. WATER PROOFING let MODIFIED 90 LAYER (2 LAYER PEEL Q 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER THICK, 3 GOAT CEMENT PLASTER 5/8' iYPE 'X' DRYWALL METAL LATH W/TEXTURED i PAINTED WOOD SHEATHING FINISH 9' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER O GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY 1—HOUR BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"L" FLASHING) SCALE: NT5 2x FRAMING MEMBER WRB LAYER 11, STUCCO WRAP s g' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER 02, FORTIFIBER CORNER BEAD BUILDING PAPER xl i WRB LAYER "I, FASTENED TO SHEATHING tT ' O.G. MAX. 1 METAL LATH ��1 i f STUCCO WRAP THICK, 3 COAT CEMENT J" WRB LAYER 02, FORTIFIBER PLASTER _ � BUILDING PAPER WRB LAYER "I, :, I METAL LATH STUCCO WRAP ; ' FLASHING . 'I \ THICK, 3 COAT CEMENT WOOD SHEATHING -. (EXPLODED' v1EW FOR PLASTER METAL LATH GAP ' CLARITY) WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FLANGE (14 CORNER BEAD 00 FRAME - v CORNER BEAD (FASTENER 8 SPACING 'D 1' O.G.) CMU 5/a' THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C� BLOCK WRB LAYER "I, 5TUCCr2 WRAP WRB LAYER 12, FORTIP15ER BUILDING PAPER-\ METAL LATH THICK, 3 COAT CEt PLASTER &'SELF -ADHERING FLASHING DRIP GAP WINDOW FLANGE 15B CASING BEAD ® WINDOW ( FRAME, NO BAND) A R C H I T E C T S Design Grou1T.. . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-774-4078 www.abdeslgngroup.com AA #: 0003325 F N y a W 0 4 v O 4 c DVDDIV. de LOT: SILVERADO LOT #17 BLK #1 PROJECT# 04128.000-17001 smDEIe 4EHB "2605—HAYDEN" GARAGE DIVING: LEFT PAGIC: WALL ASSEMBLY DETAILS 150 MPH EXT. B ARCHITECT STATE OF FLOROA V ),L ` AB0UCHACRA AR NO 9372E D TM 11/uzlj lir DCALH» 1/4"=1'-0" DFIEET A3 WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF-ADHERING—­-� FLASHING vINYAL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP x WRB LAYER 02, FORTIFIBER BUILDING PAPER (- METAL LATH (EXPLODED J" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) R'I, WRAP , ANGLED SEAD R'2, FORTIFIBER PAPER TH i GOAT CEMENT J. �I ADHERING `'., J. DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING; WRB LAYE STUCCO vINYAL WRB LAYE BUILD\NG METAL LA 9' THICK, 3 PLASTER 6'SELF- FLASHIN Y<' GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER ,@ STUCCO TO --- SIDING TRANSITION SIDING J' THICK 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER -1, WRB LAYER -1, STUCCO WRAP STUCCO WRAP - CASING BEAD — 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO N��� EADON) I WOOD CONSTRUCTION �— BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 'I I UIEATHER RESISTIVE BARRIER'1 SIDING / \ WXX LA // &'SELF -ADHERING / FLASHING 6' SELF -ADHERING I IL FLASHING t _ BARRIER RESISTIVE WEATHER RESISTIVE STARTER STWP \ \ - BARRIER -2 I I \ DO NOT CAULK OR 5FAL OPENlw- \ 6' SELF -ADHERING FLASHING- _ i.,--vaMETAL GALV'D METAL HINGFLASHING - CAUULK OR I I Y' X &' SIMULATED WOOD TRIM MEMBER STUCCO CASING BEAD `l' / \ / 1 y' X 6' 5IMULATED WOOD TRIM MEMBER \� 4. SEAL GAP W/CAULKING / OR APPROVED SEALANT STUCCO CASING SIDING TO STUCCO �Q ® BLOCK TO FRAME �� TRANSITION 1J -------------------------------------------------------------------- ----- - - - -- 9' THICK, 3 GOAT CEMENT SEALANT PLASTER METAL LATH 1 I I WINDOW FRAME WRB LAYER 02, FORTIFIBER ; BUILDING, PAPER ; E-Z BEAD VINYL CASING — (W/3/a' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, I WRAPPED AROUND FRAMING MEMBER -- 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING � MEMBER DETAIL BELOW EXPLODED FOR CLARITY y,^ GTAP TYP 1. THICK, 3 COAT CEMENT GASINGT BEAD PLASTER SEALANT TO WINDOW METAL LATH 1 I � --- WRB LAYER 02, FORTIFIBER j WINDOW FRAME — BUILDING PAPER I i WOOD SHEATHING I I i WRB LAYER 'I, STUCCO WRAP (6' WIDE PEEL E STICK OVER FLANGE METAL LATH NOTE: wlNDow FLANGE --J E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER FBG I 2X FRAMING -- (w/%' FLEXIBLE PVC BACKER ROD) I R'103.6.1 / ASTM G-&47-12, MIN. 2.5 LBS. WRB LAYER "1, PER 50. YARD (UTILITY OR NOMINAL MEMBER Ll .APPLY FULL BED OF SEALANT BETWEEN ' STUCCO WRAP L WOOD SNEATNINC LATH DOES NOT MEET SPECIFICATIONS) FLANGE s BUILDING WRAP BUILDING WRB LAYER 02, FORTIFIBER WRAP BUILDING PAPER I I wooD CONSTRUCTION ` ` ---------------------------------------------------------------------------------------------- WRB LA`i ER #I, BEYOND _ FLASH( -ADHERING g' THICK-3 COAT CEMENT j' -1 STUCCO WRAP wolEOD bHEArHMG FLASHING t WEATHER RESISTIVE ; 1' WEATHER RESISTIVE BARRPLASTER I j• i BARRIE-1 TO LAP R RESISTIVE /// \\ or 71 F ABOVE TOP E 2 BEAD WINDOW C AS I N G BARRIER -2 / / / \ OF 'Z' FLASHING X x T Y' LAP SIDING 1 WRB LATER *'1, FORTH=IBER6I�AL , Q v VINYL ANGLED I BUILDING PAPER 6' SELF ' WEATHER RESISTIVE FLASHING ? \ I�ATTHEIER RESISTIVE CA51NG BEAD ivo / \ \\ — // BARRIER 2 f : I METAL LATH STARTER STRIP \ GALVb METAL VINYL CASING BEAD I ; DO NOT CAuuc OR I I 'Z' FLASHING ", SEAL OPENING DO NOT CAULK OR THICK, 3 COAT GEI"IENT \ _ / SEAL OPENING, (EXPLODED 8 i, VIEW FOR PLASTER G' f:LA METAL WEATHER RESISTIVE LEGEND 'Z' FLASHING BARRIER 'I i0 LAP I Ys' X W SIMULATED i 6' MIN. ABOVE TOP CLARITY) WOOD TRIM MEMBER OF'Z'FLASHING E-Z BEAD VINYL CASING `� I➢.' X 6' SIMULATED DRAINAGE PLANE (WRB :I (W/w FLEXIBLE PVC \ , I66D TRIM MEMBER LAYER "I, STUCCO WRAP) BACKER ROD) \ / ' SELF -ADHERING FL SELF-AD4$RIINCs , I FLASHING WRB LAYER "2 (FORTIFIBER — — — — W SELNG \ 7 THICK 3 COAT \� SEAL GAP W/CAULKING CEMENT PLASTER \ OR APPROVED SEALANT BUILDING PAPER) WEATHER RESISTIVE \ ' ` WEATHER RESISTIVE CASING BEAD C RAISED BARRIER, BARRIER, METAL LATH x—x—X—X WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER -2 lW/' FLEXIBLE PVC - BAND (FRAME) R°D' stucco �_— 1 A SIDING TO STUCCO UJEATHER RESISTIVE x ® FRAME TO FRAME BARRIER-2 WOOD SHEATHING E/� SCALE: 1 1/2' = I'-0' TRANSITION ✓� SELF-ADHESIVE FLASHING A R C N I T E C T S 6 Desi n Grou .2.. yT LONG WOOD, FL 32750 �• V PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w h m y 0 4 a 2 s7BLK Se Lotil RADO #17 #1 Pno"=Tip 04128.000-17001 zwol e 4EHB "2605—HAYDEN" GAItAGE HVWG: LEFT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B KI A DA 11/09/16 BCAXM 1/4"=l'-0" slEm= WA4 CUT HOUSEWR� AT 45' ANGLE 135' I IT, MODIFIED 'I' CUT , IN HOUSEWRAP�* LINE OF WINDOW OPENING I APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 IINSTALL 6' SELF-ADWE FLASHING C NAILING FL, JAMBS EXTEND FL 1' BELOW S FLEXIBLE F IDO NOT SE FIN TEMPORARILY FOLD -UP t SEC HOUSEWRAP(0 TUCK FLAP UND at HEAD FOLD HOUSEW IN AT JAMBS 4 SLOPE SILL R INSTALL 6' SELF-ADHE FLASHING C VINYL PEA[ FLASHING (' DAMS) NAIL FLAN. E EXTEND SELF-ADWE FLASHING I' BEYOND J� FLASHING INSTALL VIP CAP ALIGN FLASHING W) INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE$.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS T4 FLASHING AT THE FOLD DOWN DIAGC ACRO WINDO m-PLY y NOM. :ONTINUOUS BE, )F SEALANT AT AMBS AND HEf APPLY TO BACI 11NDOW NAILING LANCE IN LINE 'RE -PINCHED IDLES OR SLOT 11DE ADHESIVE — °XIBLE FLASHING VER DRIP CAP ECTO-WRAP EQUIV) WINDOW FLASHING INS'ITALLATION DETAILS O1 (FULL WRAP) 5GALE: NT& STEP 9 INSTALL PLUMB, I AND SCX MA IX FAC WRITTEN INSTRUCT APPLY MEMBRANE / FLASHING 1 OVER JOINT I. IT IS THE CONTACTORS RESP'ONS15ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING POUSEU.RAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 12. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS / WARNING: SEALANTS MAY REACT ADVERSELY IF NOT (COMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: --------- REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH `SEALANT A R C H I T E C T S Design Grou .!. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-8078 FAX: 407-774-4078 www.abdesigngroup.com AA lh. 0003325 F h v 0 4 Cam. y W F O Z 8VHDIV. ae LDT SILVERADO LOT #17 BLK #1 [pnoiwT# 04128.000-17001 1EODEL: 4EHB "2605-HAYDEN" GARAGE 9`11111MG: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B IF. D Tm 11/09/16 SCALE: 1/4"=1' - 0" 9i1 zzT WA5