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HomeMy WebLinkAbout36051 Carriage Pine Ct• 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 41 2605-HAYDEN'9 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) -ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH •EXPOSURE - B •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES FT. CALC.'S IST FLR LIVING: 1104 SQ. FT. 2ND FLR LIVNG 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT, GARAGE 431 SQ. FT. PORCH 53 SQ. FT. PATIO 00 SQ. FT, ' PLAN REVIEW I TOTAL 3115 SQ. FT ABBREVIATIONS ABV, ABOVE LAV. LAVATORY A/C AIR CONDITIONING MUM. UIMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD Mm. MOUNTED CL CENTER LINE MIL METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CERJNG O.C. ON CENTER CLR CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC THE PIT. PLATE D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. RISER DIM. DIMENSION HAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING OIL DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SLIT. SHEET EIEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXH. EIMAUST SIM. SIMILAR EXT. EXTERIOR SL. SLIDING F.G./FX . FEED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS BID. STANDARD FIN. FINISH SWS SHEAR WALL FIR. FLOOR SECTION FLUOR, FLUORESCENT SC SOW CORE FR. DR. FRENCH DOOR TEMP TEMPERED GLASS PIG. FOOTING THK. THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL INTERRUPTER UN.O. UNLESS NOTED GL GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HIT HEIGHT WDW. WINDOW INSUL INSULATION W/H WATER HEATER INT, INTERIOR W.I. THOUGHT IRON REVISIONS REV. I DATE DESCRIPTION V--f lPfMSH FLOOR ELEVATION SHALL CoMpLY WITH ENGINEERYD D26IGN AID/CiR CITY OF ZEP14YRMUS C"kdANCE. REVIEW DATE: ! l k, /6 CITY OFZEPHYR IL BUILDING OFFICIA�� BL"',OZG S TALI, COMPLY trITA ALL A:''H L3C.,�i r t? °JILDI1Vfi BLEC'T .ICAL, PLUN`I3P G AND MECI-IAMCgL CODES. SHEET # INDEX OF DRAWINGS DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN PG 1B-LINTEL SCHEDULE PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4C-FRONT & REAR ELEVATION "C" PG 5C-LEFT & RIGHT ELEVATION "C" PG 4C.1-WALL ASSEMBLY ELEVATION "C" PG 5C.1-WALL ASSEMBLY ELEVATION "C" PG 6-FLOOR FRAMING PLAN ELEVATION "C" PG 7C-ROOF FRAMING PLAN ELEVATION "C" PG 8- FIRST FLOOR ELECTRICAL PLAN PG 9- SECOND FLOOR ELECTRICAL PLAN PG 10-FIRST FLOOR MECHANICAL PLAN PG 11-SECOND FLOOR MECHANICAL PLAN PG DI -MONOLITHIC FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-MONOLITHIC 1-STORY WALL SECTIONS & NOTES PG D4-MONOLLITHIC 2-STORY WALL SECTIONS & NOTES PG D5-MISC. DETAILS PG D6-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS WINDOW FLASHING ARC H I T E C T S 6 Design Grou 141 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.mm AA A4 0003325 w h 0 4 0 F O a � m STJBDIV & LOT SILVERADO LOT 3 BLK 2 PROJ=T# 04128.000-03002 A[ODELc 4EHB "2605— HAYDEN" GARAGE SIWMG: LEFT PAGE: COVER PAGE 150 MPH EXP. B ARCHITECT STATE OF FLOFBDA P � D10/21/16 SCALE: 1/4"=1'-O" SI4EET 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 ARE AS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 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) It. CONCRETE TILES 25 (TCOL 15 & BCDL 10) E. WIND LOAD CRITERIA 1. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH IL EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS x0.18 V. RISK CATEGORY II 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. 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 Y... 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS, SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 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=1,500PSI Fv=175PSI E = 1,600,WO PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2' COX PLYWOOD SHEATHING. PROVIDE PANEL -CUPS 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' COX PLYWOOD. 518' CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 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. CONTRACTORIOWNER 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' OSB 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 . SO. 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 2z 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 14. AN TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL 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' n =1500 POINTS SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND 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 ANDIOR 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 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER 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 SHALL ALSO BE PROTECTED BY NOT LESS THAN/INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,0W 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 95%MAXIMUM 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). 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 Y-0'.11506.2.5(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 1 %" T DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION 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 ANSI7TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 1_/240. 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 BOLTSINAILS 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 UNES 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 eVTCDinu rruweuce 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,1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06. 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/7 GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 07/15115 A R C N I T E C T S 6 Design Groff .! 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w Z y 0 F a 14 0 F 0 2 � m F de L01: RADO T 3 K 2 T# 04128.000-03002 MODEIi 4EHB "2605- HAYDEN" GARAGE RHINO: LEFT PACE GENERAL NOTES %50 MPH EXP. ARCHITECT STATE OF FLQFV 16 D- � 10/21/16 NCALE: 1 /4"=1'- O" 8I1EET k. G 1 V A B C N I T E 8 T 5 0 m ro N;W-3 I TY. — — — — — — — — — — — — — — 4' CONC., RE INF. W/ 6'xb' WIAXWIA WWM ON 6-MIL POLY- ETHYLENE VAPOR BARRIER ON ■ I WELL -COMPACTED CLEAN FILL j I TERMITE TREATMENT SHALL BE BORA-CARE �j NI 13 DI I 3OIX30IX12' CONC. PAD W/3-'S BARS _ % I 1 E.U.J. ON CHAIRS 4' CONC. SLAB 31 Q I 6B ■ DI ! I LAV Ur. MIN. 3' COVER EXTEND i SLAB I I/1' GOND. �3 8� /I AS BOLREQ.PERK 51/2-1 _D/` BLOC.. CODES '' STUB UP TO 2ND FLR �4' PVC CHASE I j 6B I DI I 'ZI SLAB 1 1/2' g — — 1 I ■ ■ 1 N ■ 1/2'_0, J 2'_I, 4' CONC. SLAB t4 O Wo oW a SLAB 1 1/2' 10 I DI i 0'-0' ELEV. FIN. CONC. SLAB v ■ i I i I D r Y w 1* 12LLA �7 m F_� tom■ --- _ J 1 v I OP ! I' PVC CHASE FOR ELEC. TO I ■ ISLAND - 24'X24'XI2' CONIC. sl PAD W/3-'S BARS E.W. ON CHAIRS ! MIN. 3' COVER vl I I 0'-0' ELEV. FIN. CONG. SLAB r 4 3 1/2' CONIC. ■ ■ ■ ■ SLAB II ' — D1 — _ �■' L — — J ■ 20 _4'_ _--- _ — 8-—.--- FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014) 24'X24'XI2' CONC. PAD W/3-'S BARS EAU. ON CHAIRS MIN. 3' COVER (2 TYP.) 11'-4' V 2'B 2' VTR �I LAv LA J_ lilt 1. —_._— 2 I g TUB 3. WASHER/I I 3 2• VtFtt t0 IIfJ''• 2 I r ���i-I/2' j 2•'ll KITCHEN 3 3• I I-I!1' SWK W/ r-4 --� AUTO VENT wc. ',2• Jr -i 1/Z• UP LA 2 2 2' VM LAv 2 SWU¢ I 2 3' 2. I I/2 AJ WC I TUB I 3' CO 4' 2' 01 2 TO MAIN PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE 'S' TYPE ARE PROHIBITED. 0 SECURE STRAP TO UNIT W/ (2) "8xl 1/4 A/C SHT MTL 5CREW5 UNIT SIMPSON WB ROLL j — — �k 'k STRAP OR EQUAL SECURE STRAP TO CONC. CONC. W/ (2)-3/16'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN CONO, DRAIN 3/4' DIA, OVER HEAD a 12' FROM STRUCTURE Design Grou .. . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA & 0003325 F W V h 0 F 0 iLLJ SVHDIV Ac LOT: SILVERADO LOT 3 BLK 2 PROJECT* 04128.000-03002 lAODEL: 4EHB "2605—HAYDEN" GARAGE B'WMG: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B ARCHRECT-- STATE OF R-OMA 91 /7N6 J � 10/21/16 SCALE: 1 /4"=1' - 0" SiimmT DOWEL PLAN A R C N I T E C T E 1 Design GroulO.. . 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX 407-7744078 www.abdesigngroup.e m AA S: 0003325 F h V h 2 v y 4 0 NJ E unD:v a< Lol-il SILVERADO LOT 3 BLK 2 PROJMT# 04128.000-03002 MODIM 4EHB "2605— HAYDEN" CARAOE 8VMG: LEFT PAGIM DOWEL PLAN 150 MPH EXP. B I ARCHITECT STATE OF FLORDA Tm J 10/21/16 SC,&=: 1 /4"=1' - 0" SHOW IA SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS een I I-, la1Tn e CMe�wEw SAFE LOAD - POUNDS PER LINEAR FOOT TTPE LENGTH eUe aFe- aw-e - ew-c rb-e m- - 4• x- •e 2'-10'(34') PRECAST 2231 9 lm69 46m5 6119 611! 1541 l5/l 4 e311 Im 10J5a 3809 3'-b-(42•)PRECAST 2231 9eb5 9ma5 11t flame 5b9 In 1.1 1541 6914 •J5m2 10994 ImW Bm9 4'-0• (48•) PRECAST 1066 2r81 26 2151 N05 ]e3m 6119 ae9m 15a1 5961 e514 tml4 lm__. elms 4'-6' (54•) PRECAST ISSS ' tun 2m uts 2591 sin 9-Ss l5n 45L uv 5400 Im2Tt t]T4 Ib09 S'-4' (64')PRECAST 12I1' la3a 199! x5a0 3rs9 36ab 42H IK9 ]030 e9H l54 1 Bll3 51-10'(l0•)PRECAST 1062 Yp In. K31 2090 »19 3mm9 311m 1451 %22 43a0 1 1W 6! 6'-6'(18')PRECAST rs Inl !0!I Simi 4969 1 gmg rs%95 2m 94am 931 e3am l'-6' (90')PRECAST 143 Iql n35 M!i 2]m! Lb 911 96H W, lift 2661 Se3e 56e1 8Nl 64 5'-4' (112') PRECAST 554 e99 152 1160 W5 K» b43 ]%4 ]%4 91N 91a6 tale 4 ssm2 l0'-b Y12b')PWCAST 415 5» a!o rsn toss ]m 2K9 »% a19 1092 B9 2019 2lsl %i3 lei 11'-4' (136•)PRECAST 362 5f3 5N Sl sA, 24, 12t Immb Sez 9u f3a6 boa 2Q!, gat 4mma 12'-O'1144'/PRECAST 331 '� et! a5i KM ]53 ]em5 9!5] 940 SV rsZ4 Kb,t iB9 ze06 -1 131-4' 1160•.PRECAST 256 `11 11 15! 1e5 1m15 10TS uxe 11]D bm ]sK »K ]ae9 2ee9 14'-0'(l6S')PRECAST 215 l06 n2a IM1 ]al 263m 112 t06 ill 1002 B36 K9l 2a1 I630 la'-H'(116')rlRe NA, rw Ne N2 NR 4x tes Him 15m2 vu »n 21a 15'-4'(184'J PRE6TR5 NR 1a¢ N• w taC N@ Ors Tim ItSm n33 2m5e 23]0 2SS Il'-4' (208'JI°1�a,tRe NR Ne He NR raF raF NR NR 9mm s% 95m 1326 uem9 W9 ]mat 19'-4'(331')I'1Ra NR 1st NR NR r]Ha 4b l50 I031 ne] BD nK 21'-4' (256')PIReT - N1- w w roe w w rm 340 ll 645 nR I»9 lase 2Y-0Y264')'IR6TM - NR roe NR He ra¢ a¢ NR NR KS 3H 950 1e4 Me41 rs89 a9! 24'-OT288')1°IaenReee NR x!a NR NI! roe NR ra2 rat a9 3em 45m r34 s6a Im9] av SAFF UPI IFT I. nAM FOR R" PRFCART A PRFRTRFSSFn w twFI S `I n-*Wft SAFE LOAD - POUNDS PER LINEAR FOOT TTPE LENGTH LFO-R Na-n eFK-R Ill i 4-R i -n aF92-IT WS-)T ra-2T aFK-3T -2 4-2T a -2T eF92-2T 3'-6' (42') PRECAST B69 %% 3524 4__. 5]63 6n2 1m01 B69 59 952a 1- 6n3 1m01 4'-O' (4H') PRECAST L%9 ]3m9 imam 9ar3 lm 59» ss19 n69 ]9m9 9mam 9d9 Nl0 99» 6m'I! 4'-6• (54') PRECAST Q 1 2~ 2 101 331ri 1049 4111 5315 ppl - 2,01 33 9 1111 5315 5'-4' (64') PRECAST MK nB vta 2- 3399 3.61 -22 aK ItB ]2L ]e% 3999 -1 -2 PP4EG45i 909 3 9 % b9 9 , 21 910'1 %zm 1b9 PRECAST a5S z ] l2sl !1rs Still R01 D29 2150 sla T-&' (SO')PRECAST 12t Ieb K] S0] 11] ] 92 12l 2 1 K31 3 34 b 2.1 S'-4' (112') PRECAST 51 eb2 bA3 bb9 2-1 m 10'-6'(12W)PRECAST 53m 5l 9K Ibe Na n 2011 5 699 N12 F.I.2 234a (136')PRECAST 114 of al BB M9 49. iml ov, 1.3 198.: 2b1 12'-0'(144')PRECAST - 124 9% IB9 - m 13'-4' (l60'.PRECAST 4K 601, n19 52! 42S ,bm ,em e99 K5 - I4'-O'(1690PRECAST 3a4 9% 24 rs 41m 4» ,n I4Ks Be] 14'-H'(11 6')PIR9reE50E 39 ] 991 1% -3 612 5 w 91► so- inl n94 r STnew U,l 230 9n %e 6K 6]1 a 11 146 K6 I1'-4' l208']'1ReT1EaeE bl FY 2.1 3m6 Se6 521 140 6 all - wmj IS'-4'(232')PPESTR Kz 32! 3b -1 5'n 1. 21'-4• (2%'.PRES1RE86E IN R2 112 263 2B a» Wn 3V OM 993 - Se 22'-O'(264')PRESTIR l bl l ]2 33e 9l9 bb 1221 ] ee a 59! 34'-OY rs1 R4 '39 9 202 2.1 315 !43 •b! 4K 49T l9l %1 ela Cover-�s•n SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH •- w•- - - - al•K aws- sane- .aw-b ae►b elan- •eta- m- 4'-4' (52') PRECAST b95J�n %e4319e49! i95 1%l S] KYJ e060 5119 Ime994'-6'(54') PRECAST995'-S' (bS')PRECAST nK ]2T, i899 9 9•u664N9911 5'-I0-00-)PRECAST yin5aIbmo2a1 xa19 9n't3i22126'-H'(OV)PRECAST l9l25» $w ll 196 S',"l'-6•!90'JFRECA9Tt905143 9m4p v39 -21 1 B6eT]53 9a5 4m51 111653 Bbe ]26' 31a9 4150 5e1 CI•ebGMle SAFE LOAD - POUNDS PER LINEAR FOOT TTieE LENGTN . ea 4'-4' (52') PRECAST Sol Kber 2%2 9m56T 3M10 -S !l- 9m5 ASS z 2 l05a 911 -6 SAdt 4'-b' [54') PRECAST eat 1601 2M ]539 9001 4215 4919 SS, bM ]]v 2999 3601 415 19t3 5'-H' [68')PRECAST ass -1 292a - !9e 6TJ rsb9 ,91 2926 2H9a 39N 98q 5'-10'(10') PRECAST i85 uDl nsb 2M -11 ties 655 O93 n4{ I29•J 2T3 32H4 31Y3 6'-S' [BO')FREC49T slm 9»,.. D3m ] m Stm 10e0 D9m MY0 34» 2819 9l29 1'-b' (Sm'J PRECAST° 42 I%1 n zK 296, 9m6 e9B I%1 n69 ]Kb 2S61 ]56B 9'-S' (IIb') PRECAST 355 Ib8SA. rsv ] 9'dD - av t!N I - mill 2l.91 L- 5 3052-SH O 0 BEDROOM #2 8'-8' CLG. I I i STOR; I SLOE � CLG. GARAGE 8'-8' CLG. L- 3 (2) 3052-SH PATIO L- 4 6068 SfsD. ROOM ROOM CLG. 8'-8' CLG. II I II I II it II • 1 it I I _ I KITCHEN 8'-W CLG. I PAN. I I CLG. �I I I I I 1 I I FLEX FOYER i a-s cLG. I 1 I 1 (2) 3052-SH 36'X10' TRANS. L- 3 -------1-�0�--0---- O I L-7 L- 2 - - - - J D PORCH 8'-8' CLG. L- 6 LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG: AS THE LINTELS ARE OF EQUIVALENT OR CsREATER CAPACITY THAN THE VALUES STATED CASRETEP LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 ]T-4' 8F28-I1BAT L 2 4'-6' 8F8-IB/IT L 3 1'-6' BF16-I5/IT L 4 1'-W BF24-I1BAT L 5 4'-6• 8FI6-0B/IT L 6 6'-6' BFI6-115AT L'I 5'-10' SF16-OISAT L 8 NOT USED L e NOT USED MATERIALS GENERAL NOTES 9 edf•oedr,tbbgqbe.edemreti«bldsgnewy.Kps 'n'ei00pe SAFE LOAD TABLE NOTES TYPE DESIGNATION I. rc w premat Ilreel • 4o m pal z. r' I I Intel . I. ProVlde full n«tar bed and head Jolaa. Filled II la as r ulrad. 3. 8h«a MC ACI 36 erd AU 530 I. All vawe. ba.ed on nMimun 4 b h romlwl beer l^9� 1. F« conppit• IMtel he1g1,U not ehoun, ur a fe bed Ran raxt Tewar hel M 'boon. a pro.tre.eed g - pa 3. Gout 12o ASTM U16 rg 300m psi •( abxhnun 3/H p1Ch 1 H Lo II R,cN elu'p V 3. Inelalbaon oI Ihlal .tut e• N wllh the erdvte I entl/« eVueturel docwnatte. 4. U-LMtel. ere merufeeturad with 5 112 b"9 rolclas at " The ex14 it oT Ilr S Yrotellsd In exteN« <enoana Ib .wII hew a feet f etu�^^ Iced M a�c«darra ""WY All ub Ingo app wllh ASM C-Z96 « otMr ed aeaLl pPa" n9 Ezuptirn: Safe loads b te1S 1 Il0 1. must SEE SAFE LATERAL LOAD be reduasal by Z0f If basratg Imlgtlt Is TABLES FOR LOAD RATMG b.s then 6 I/2 Indrs. 9 H. F« Ihtela IengtYla net elta•t we .efs leatl Ron next b ', length shown ass IMmer 9. All seta be is of F . FILLED OTN GlsmUr 10 I• 11L D dJAT';TY OF 9 ReBAR AT � E 'i ggregate 4, Concrete Me.arry Unfits (O'Al) per ABTM C90 w/mIMMm rot erect Ur arch to eccomodete -1111 cell rehforc3lg and 9ra'tU'9. 5. Rerteres Um CAST-CRETE Lmd Derbctlon Graph bradwe ly g ty « II. Llntele IoaOsd aaultansow with VMleel ( I upllfl) and horizenlel (lata elJ beds N,oub W dtedatl T« the loading the following FOR EAfJ-1 ADDITIONAL REIIFOR.ED OMl PJLL Z. NR .Not Rated 3. Sere loads ere sLF-I -sd allowable bads. ponds per fool 10. All sets loads based In'Imply "pP«tsd BOTTOM OF LMTEL CAN- ld eompre.Nve .ir.ngth , 1300 p., 9. Reber per ASTM A6B grade 60 T« 1-1 etsrlee- Krorbtbn 6. Bottom field added reber to be located at t bottom eanbinetl wlih ecltbtlon: CgpaSE 4. 6.1s 1-M -.ad m eyed. 40 « grade 60 flaw rebar. .pen II. Tra ruN:•ar in the t parenawl. 8� 1'U - I B / I T n 6. Prm- . nd AS11.1 A416 per bw robxetlen Or the lintel melt . y d�elletl wrLlml bad li4wli iOrI I bed 5IID /2' QR TYP 5. Ora x1 mbar me be .ub.11tuletl r« two y Irdlmtm the CeM rsduella+ r« eb AS Per gra � gr de 210 1. Mwter ASTM CZ10 M « 9 P� type 1. 1/33' dlmater wl,. -'.P. are selded - tJw bettam sisal f« a J,enloal anchors 9a Safe wrtlml load Sore l-lmontal bad I2. Addlt-I lateral bed mpecRy inn bs (3) 5 FiBAR 5 rabaro b 8' IlMela Only 6. TYr des lusts concaruratsd Igra'' nay eva Held added rebar. Ew b 1.- IIMeI t 8F3Z •IB sere nP S1'e I L -mT11Y OF 9 RESAR AT TOP L 3 •I • H. Get-M-pb4 eonerats Hey W praVldsd N eeapOelta IIM61 obulnsd by U,s daslgrlel b5 provltlmg addRlonel raMl«cad GRAD « GR60 bads Rom ihs .efe bed tebW by gravity bad • 6412- w/ IS% NOMNAL tFIGNi In Ilea Of ea+v4aa •a.orry 1nu. Oo�els ma.arxy above the IKtel. gee deV ll ri rlgM: mlWlatirlg the nexm'a1 fMisting monex and sheer et d-away Rom race or spport. eductbn� 412 (09) • ---I plf ,,patN,eL WDTN I '''',�• A R C H I T E C T f 6 GrDe I In 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngrtwp.Lrom AA S: 0003325 w h V O 4 0 F O W la SUSDIV. & LOT• SILVERADO LOT 3 BLK 2 Pno"=T* 04128.000-03002 HODZIc 4EHB "2605-HAYDEN" GARAGE SUING: LEFT PAGE: LINTEL SCHEDULE 150 MPH EXP. B (CAST-CRETE) ARCHITECT. - STATE Cr- FLOM 2 01 -9 IMMAR AT TOP **MIN (U RE49 11-Irz' 4Ea2 V w I1ft p 9 723 `^ DATIL. 10/21/16 SCALE: 1 /4"=1' - 0" G T 9 REISAR AT BOTTOM OF LINTEL -TT DOTTOM REIKORDRI( PROVIDED M LINTEL (vases) ESI"�E1' �1I JIIIIL 39'-a" 21 _4 PATIO II'-2 OVERHANG - OF ROOF ----------- . I ABOVE EGRESS (2) 3052-5H —`k----- - - - - - ------- 6068 SGD. I I I LIVING >I DINING v BEDROOM #2 ROOM ROOM i N -_._-9 V 3-4_ 5� 4 _ _ la*_�-8'_ S 8' _ _4 �i 19 m?-_- v ry e N.cliV. II A 9� I IT 1R-ISH -I R 10 I ? � 8'-a• cLG � I �I LAV. UP y 9I __ we ti I _� KITCHEN - � a L.B.W. 2-8 - BI 42' H. HALF la" a' -la" 2`-8" 3' a' d WI -I. WALL W/ CAP - - - HB STOR. —---- r----1 -- a SLOPED Cl I OPT. STAIR DATA b36- I REF- 16 RISERS m 154' G_ _ L - - J 3-SH GOND. 15 TREADS m 10' — -' .I' NOSING V. ARCH BOLLARD t AS REQ. a° a° PER BLDG.--��--�- X---_._.------ 3 0" CODE B I of GARAGE BI i FLEX - 6'-6' CLG. FOYER -' 0'-8' cLG. 8'-8' CLG.iD I I _ ■ j 6 / I (2) 3052-SP 36'zl0' TRANS. I 6'-a x1'-m oHD. PORCH I - ---- ------ --- r- _I 5,4 20'-4' --- -- L � 8 o -t- W-4" 2 a' FIRST FLOOR PLAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) -20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION P3025.1 OF THE FBCR 5TH EDITION (2014) d EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-8• ERG. LOADLOAD BIl ®WALL U.N.O. ON PLANS SQ.FT. CAM'S IST FLR LIVING 1104 SO. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 431 50. FT. PORCH 53 SQ. FT. PATIO 80 50. FT. TOTAL 3115 SQ. FT. DBL. TOP PLATE Ca rtl A BAR DETAIL O�RCH COAF016R MO OunotLQ WID LQPDS BM WIND EIII'O KFOR 3SEO DQ= 011 Sol ZOIE 150 WH WIND MU FISOM AIDTWE FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR- MIN. CRITERIA SGD. MIN. 41 5 23/-2S CRITERIA 16010 CAD. 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. OWROL DATE 0710516 A R C H I T E C T S 5 Design Grou 1n.. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 w .abdesigngroupxom AA M: 0003325 W w W 0 4 0 A Sumil . & LOT: SILVERADO LOT 3 BLK 2 PRil HLCT#1 04128.000-03002 UCDEt.g 4EHB "2605—HAYDEN" OAliwcsE Sl►ING: LEFT PAGE: FIRST FLOOR PLAN 150 MPH EXP. B ARCHR El STATE Qf= FLOFBDA 7 51mv� . p TM D10/21/16 SHEET THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE 2 1/4' HANDRAIL is 36' HANDRAIL 6 3(o' W/ 2X4 RE-INFOR NOTE: HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMTETER OF 1 3ja't 2' OR A NONCIRCULER CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/6'. @EHANDRAIL DETAIL SCALE: 3/4'-a11 W/'CAPW. ALF WALL ­I \\ -(2) LAYERS OF 3/4' PLYWOOD --SECURE TREADS TO STRINGER AH U 3/4' TtG SUB FLOOR _ ! OR (2) LAYERS OF 3/4' SUB W/(3)•S 3' - s EA SC GLUED SCREWED 1 FLOOR MATERIAL RIPS FOR gTRIN3ER, UNTHREADED SHAW, PER FASTENER 1 SOLID NAILING TO EXTEND BEYOND THICKNESS SCHEDULE OF SUB -FLOOR SHEATHING 10'-0 3/4' 2ND FIN. FLR. B BRG. HGT. -_ - ----- ' PRE•ENG. FLR TRUSSES 3/4' KICK WALL W/ STAIR DATA: PLATE MAx. C,,v' 16R 154' 15 TREADS m / Ia'-J�/ rvosinlG \ *MIN. '� NOTE- STAIRS RISERS TO CONFORM TO FECR 5TH 10'• I' NOSING S T 0 R - '' EDITION 2014 . MIK TREAD.10' MAX. RISER.1 3/4' 3/16' MAX. VARIATION INRISERS/TREADS .0 ADJACENT TO EACH OTHER 3/0' MAX. STRINGER- ? K VARIATION IN ANY RIBERrtREAD HANDRAIL RC SPF REINFORCED REINFORCED w -- C RCULAR CROSS SECTION DIA. TO BE 1 3/4' UUB-FL BEAD OF .•V4' OR PROVIDE EQUIVALENT H SUB -FLOOR ADHESIVE U GRASPABILITY WINDERS- MIN W WIDE a NARROW END MN. II' WIDTH a IY FROM PL-40 PL-400 OR BIMILAIFE • - NARROW END MIN. HANDRAIL 'ENCLOSED EA HORIZONTAL RUN K mO 34' HGT. ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR \' SURFACE AND ANY SOFFITS PROTECTED ON 2 X 4 RE-INFORCING ®----- O v THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARDS. FBCR 31112 EA_ 2 x @ STRINGER SEOIRE W/12d 6'-e' O.C. s `^ -* 0'-0' FIN. FLR 2X4 ATTACHED W/ IC STAIRDETAIL SLEEPERINTO SLAB WITHIN B' ABCPLEL in•.r•o' OF EACH END, 32' O.G. MAX 2'-4" II'-4" 2'-4' _ `-2" 12'-0' _ � N I E S (2)3052-SH ECsRE9 I � I I I- -J.) I .I �I CHASE _ .� UPSTAIRS I LIVING I BDRM. 04 BDRM. #5 — GLCs. cy 8'-0' CLGCLG. CHASE DBL STUD I ml _ DBL STUD 2' 4 - 2'-8" - rc� ry0----- BABAS- _ 3 SHI 42' H. HALF 91 LAUN• WALL W/ CAP v ti 4'_10" In vi 12'-0" �n 4'-0" 3'-4' '8 LAV. LAV. Qj GLG. -------r � --- ----------�'--�--�-- _ in 1 r--�r- A ry 2 4 8 . OPT. i DN. col ODPT. W. jK{}x_i �0 R/\ ( 3Iy STAIR DATA I 8;0. I I 1 16 RISERS lS4' al �� CLG. W J 9'_Ol 15 TREADS CIO, ' .1' NOSING _ 3-SH IR-ISH 1 28 1 22X36 ATTIC m 2,_2„ "' ACCESS _ 6'-6" _I0 _ 3 3'-10" -�I`-- 3_-0----4 -4, 4X4 POST 0 BATH 4X4 POST 8.-0. - CHASE cLG. OWNER'S - SUITE O - is I ( BDRM. #3 ry J =I I dl a Nl v N o a l rl 1 O X -1 J m d) ----- (2) 3052r S1-1`. il �j h CRESS. &i W.i.0 - 8'-0' CLG. I EGRESS 2040-61-4 TEMP. I 0" 10 6 4 2' 11 4 1 ;3 8' I 8. 0" 2. 4 2'-4 !3 4 *-- -- - - - 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 A R C H I T E C T S Design Grou .nc. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngFoup.com AA #: 0003325 F W y w w 0 c w STJHDIV. a LOT. S ILVERADO LOT 3 BLK 2 41128 000 04-03002 xoaErl 4EHB "2605-HAYDEN" GARAGE BVING: LEFT PAGE: SECOND FLOOR PLAN 150 MPH EXP. B TAMPA ARCHITECT: STATE CF FLORDA V ROLAND A ABOUCHAC RA AR NO 93723 DPRINT 10/21/16 SCALE: 1/4"=1' - 0" S�E1 3 A R C H IT E C T S m� e__7� �e8,e nDECO. DETAIL P-i SCALE: I/2' I'-0' 1/8' THICK, 3 COAT CEMENT - PLASTER OVER GRADE 'D' FELT PAPER BACK METAL LATH OVER APPROVED HOUSE URAP OR GRADE 'D' FELT PAPER 4'x4' GALV. 'L'-TYPE FLASHING SET IN ROOFING CEMENT FISEI1r.1.ASS SHINGLES OVA."Sc'-V 2x6 LEDGER SECURED FELT PAPER ON 1/Ib' O.SW/ I/4' x 4' LAG BOLT SHEATHING OR 12' CDXW/ 2' DIA. WASHER PLYWOOD SECURED PER-24'OL. MAX NAILING, SCHEDULE 12 2.6 R 2x6 RAFTERS ------ HGT. LUS26 W/ (4) 10db-- — TO LEDGER AND (2) 1Od'A / TO 2xb JOIST 2X6 LEDGER W/ 1/1'x8'—� THREADED ROD 32' O.C. 2, MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 6'MIN EMBED. 1/2'THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOF @ S.G.D. SCALE: 1/2' - F-O' •/-2-1'-`1 1/4' BRG. HGT. DECORATIVE FOAM DRAIN TILES 6' RAISED BAND BRS. HGT. ON " -m y DECORATIVE DE SHUTTER OR EQUIVALENT 4' RAISED ------------- BAND 10'-0 3/4' 2ND FIN_FLR 8'-8' BRG_ HGT. 6' RAISED --- BAND V: 0'-0' FIN. FLR Bill LE FRONT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 BRG. HGT. 0 ■F-1 F B e 10'-0 3/4' 2ND FIN. FLR 8'-8' BRG. HGT. EIE I roI 0'-0' FIN. FLR REAR ELEVATION TEXTURED FINISH SHINGLE ROOF FYPON I5'X48' DECORATIVE SHUTTER OR EQUIVALENT 3/4' 2ND FLR YBRG. HGT. 10'-0 3/4' 2ND FIN FLR b' RAISED BAND (TYP.) 4' RAISED BAND (TYP.) FIN. FLR, I�; B'-0 3/4' 2ND FLR BRG. HGT. -0 3/4' 2ND FIN. FLR. STD. GALCS - OFF -RIDGE VENTS ONL' 4REAOFATYC = 158550. FT. NET FREE VENTILATION AREA REQUIRED = V300 REQUIRED VENTILATION AREA 1585/300 = 5.28 VENTILATION AREA X SQ. INCHES PER FT.(140) = 760.8 SQ. IN. MIN. REQUIRED VENTILATION .5X 760.8 IN UPPER PORTION OF ATTIC - 380.4 SQ. IN. OFF RIDGE VENTILATION AREA = 115SQ.IN.PERVENT 380.4 /115 TOTALNOF VENTS REQUIRED = 3.30783 TOTAL C Of VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS I NCLUDED) I0';_DUesion I PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F Z y W Lei 0 4 h 0 IN W J u 8unDiv. & LOT SILVERADO LOT 3 BLK 2 PROJECT# 04128.000-03002 1[ODEL: 4EHB "2605—HAYDEN" GARAGE 81NlNG: LEFT PAGE: FRONT & REAR ELEVATIONS %150 MPH EXP. B ARCHrrECT.- STATE OF FLORIDA SAGA , DATI& 10/21/16 SCALE: 1 /4"=1' — 0" 8I1111ET 4 LEFT ELEVATION TEXTURED FINISH RIGHT ELEVATION TEXTURED FINISH A R C N I T E C T 5 Design Group Inc. I41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7745078 FAX- 407-774-4078 www.abdesigngroup.com AA S: 0003325 y Lei 2 C c� r7 O F A w 2 m Bulwrv. de LOT SILVERADO LOT 3 BLK 2 PROJWT# 04128.000-03002 MOaaMa 4EHB "2605-HAYDEN" QA %AQ3C S'WMG: LEFT PAGZ: LEFT & RIGHT ELEVATIONS 150 MPH EXP. B ARCHRECT STATE OF FLORDA i 6 pnmT DATM 10/21/16 SCA=: 1 /4"=1'- 0" 8*rMw A R C H I T E C T S Design Grou l.e. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774b078 FAX: 407-7744078 — -T - - _ —L _ —�`---------- -- w .abdesigngroupxom AA #: 0003325 4 WAS---�.�. ace-_.- ---'r - =r WA - - - ! I 12 EllWA5 U U -0' t 15 _ I- MIN. wA4 ! _ WA3 WGA A4 WAl �A r TYP_ WA TT Al WA � eee � WA I ®® T-1 a A3 0 YP. _ �.. 14 1�1 � ITYP. I I ' I� FRONT ELEVATION 14'-0" .I'-8" 14'-m' U g.'A Uws TYP. I, WAI -- IVA wA -- li — ii E] 1TYP. I I tj4� ii REAR ELEVATION F: W W V h a F II SILVERADO LOT 3 BLK 2 PROJECTp 04128.000-03002 xoiiriit 4EHB "2605- HAYDEN" GARAGE awnzG: LEFT PAGE: WALL ASSEMBLY ELEVATIONS 150 MPH EXP. B ARCMTECT� STATE OF FLORIDA Dp � 10/21/16 EiiiEET o LEFT ELEVATION RIGHT ELEVATION A R C H I T E C T S 6 Design GM In!. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.a bdesigngroup.com AA #: 0003325 F W y V W 0 F a z U y W O F O U [: 0 I! BUMIT de LOT: SILVERADO LOT 3 BLK 2 PROJM.r# 04128.000-03002 UO3DIMU 4EHB "2605-HAYDEN" GARAGE BIMCQ: LEFT PAGE: WALL ASSEMBLY ELEVATIONS 150 MPH EXP. B ARCHMECT STATE OF FLORIDA 2n J DA�l'H.'-. 10 /21 /16 SCALE: 1 /4"=1' — 0" SitsET 5Co I C R I T E C T S CONNECTOR SCHEDULE USP UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER MA wam 7ES. 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Z a wnm.a cow w .a. -.>•aa�mri <e rRJl ra.Nx,ro w,rre�me ro.moo, ae., re, w�. r,w sae:oe.rm, me ro.oco w axouu n.ne rl.•eu ro a.,ru v.� x, yr eo. somas ro cnm wN,a,mn,Nenx. r.eo, n.m...ia•.�Nl.or�.��.JU- r.or,..x...��cao.oRewmex...+.o�.�..o�eroe.Nnu,.mN,...A..e.00..N�o�rncRw-a..o�rlg N . eaaxe+uu ee r. we.N e'emexr Nro,�e.anario, v< w f- aiw. • a-le'1 /,.L rN�ge IrG tllL. AMHCTPI nvL. �e,iM lrG vNtl.l, Z Ke..i.. P rK 11CC v.ettt Q• i•urlle44 LCCIl1?e, eo fAprlRe nur •u,' Mlef CMlCIC,N, i�! CPnlEleroe Her ox lBro,eR! we nJxse eo,e TYi TR nn'n �awmes:N Piao,lcixl, r e i r , v CPNltt4M. u!l .mreiN M1Yvarnetp lYrt ae,n-m, __ esrsoN uq'locCMrwGnW cwKciwf G.,ws•,wsws.p.gpsier GcwrrCrlan c-wmy ao.wwwrn rfMmwn a»m»row ccNacrz •newwr ur.Waa SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3 SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 .6 UP TO 5'-4' DBL 2 x 8 5'-4' TO T'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0' TO a'- U.N.O. 4'-11 1/2' 1-4 I/2• AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 (.2 SYP) l/I6' 05B NAIL .(3) 12d o 6'-8' O.C. TYP. 2x12 BM./HDR. FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: TRUSS 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 6 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. O.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 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. Im FT4 LL LL LL I it II II II II H H H H H NNNc_�N II II II �L II Tl II tl II II II II FT BALL TRUSS TO 4X6 III ST (2) HTS-2� OST TO SLAB ! TT-4 LB.W. LB.W. FTIOG — it 1- 121 2X12 HDR W(2) JACK 4 STUDS EA SIDE' _E � T --O -- �--! HUC-411 _ _ — — — — W _Tr_ t---,ter Tw _ FTGE j (2) 2X6 LEDGER ■ _ __ _ _ _ SECURED W/ 1/4'X6' LAG BOLT W/2' DIA. EGI WASHER ® 24' O.C. FRAMING PLAN CCA 0-1/22/16 e' Design Grouly.. . 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdestgngroap"m AA #: 0003325 F y a v W O h A F O r m g4TJ8DIv. & x.,wrcl SILVERADO OT 3 BLK 2 Plmo"=T# 04128.000-03002 MODEL: 4EHB "2605-HAYDEN" GARAGE S'WMG: LEFT PAGE: FRAMING PLAN 150 MPH EXP. 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SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3 SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 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 DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 b'-4' TO 8'-0' DBL 2 x 12 8'-O' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-O' TO 8•_0' UN.O. 4'-II 1/2' l'-II 1/2, AND UP I NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 2 x 12 ("2 SYP) T/16' OSB NAIL (3) 12d ® (0'-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, UN.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 FLOOR JOIST TO MASONRY/CONCRETE SHALL BE PETA-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-I0d GUN NAILS OR 3-126 HAND DRIVES s 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. 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 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. V CJI L I II II II I� II I I II II II II II II II n II II II V CJ I TRUSS TO 4X4 POST (2) MTS-12 Al TRUSS TO 4X4 POST (2) MTS-12 POST TO BLK _ _ _ III POST TO BLK HTT-4 �I AS NTT-4 44 ! A3 _I = A4 _ - - -------- I A6 I I TRUSS TO 4X4 4 TRUSS TO 4X4 POST (2) MTS-12 ! - cif = POST (2) MT5-12 POST TO BLK I— L 11 II II II II II POST TO BLK 14TT-4 j i— CJ NTT-4 — — DBL STUD ROOF FRAMING PLAN A R C R I T E C T S Design Grou 1... 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.a bdesigngroup.com AA X: 0003325 F W O H 4 F 4 g w m J 0'sulimm a LOT: SILVERADO LOT 3 BLK 2 PROJBCT#1 04128.000-03002 MODRU 4EHB "2605-HAYDEN" GARAGE 99TI O: LEFT PAGE: ROOF FRAMING PLAN 50 MPH EXP. B-CCA ARCHITECT: STATE OF FLORDA 2 -61 6 DA 10/21/16 BCALE: 1 /4"=1' - O" BIDET% r ( C A R C N IT E C T 8 ELECTRICAL LEGEND SYM^BOL DEFINITION NOTES MV CUTLET 20 AMP B E POLE �..// IWV CUTLET 110V CUTLET V4 - OUTLET V O TO 2WTCH C¢I 110V CUTLET EOUIPED 410*0 PALL NTEIQE•TER (TAMPER RERWSTANT TYPE) 220V CUTLET (4) WIFE COMIECTK GFI OUTLETT NTERAE'rP RT �j SWITCH SWITCH 3-WAY OFER 4 4-WAY OPER � ^W WALBWTC4 L MOWTED r v LKMT CEILING LIGHT yP VAPOR PROOF \Q\ �O\ REcawEo c w WALL SCONCE �- PRE -WIRED VENT. PAN I CPM PER s(A FT. VENT. FAN w,LaNr CR1 PER 90. PT. 1 V FINITE (8P£c'8 TBD BY EMILDER) ^1 4X7' 2B UP.aP -BUL 1 PLlsceNT AI�IEro 2' RUOREB T "M_ OREECLNT r-O—„—O—„-i dlz;� 4' � LK PANEL METER • S.D. St10NE DETECTOR WALL M ED BAT. BACX-UP BD. BMGI� DETECTOR WG.tlB6bIAEF. ® 9/CO CPFBON MONO>dDE BTOCE DETECTOR BArr. BAac-� uv TER-COM SHALL BE A A DISTANCE OF NOT LESS 11EN 4' PENDANT L—T rl� CUTLET GA8 ► iELEPHOIJE JAIX ON WATER (EATER DI2CGTNECT TO BE ELEVATED --. A A- —IT DISCONNECT N❑. TELENSION JACK (LNG BOX moul a:T OJ.(TpX TO BE 811PP012TED N ACCOIIDANCE YU FO MARiQD AS 9UCH FOR CEILNG 0— REGU I CEILNG FANILKAR TO BE 8l4°RTtIED N ACGOI®ANfE YV BOX MARCED .A8 9UCH FOR ROOD LK T OPT. sECUeRY KBYPAD PB. PUBN-BUTTON FOR pIR$9 Utb PORT d T LOCATION OF TV JACKS 4 PHONE OUTLETS 1 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED f1014). ALL RECEPTACLES TO BE TAMPER - RESISTANT TYPE ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). FIRE -WIRED CLG FAN BEDROOM #2 \\ \ O ----------- 15/ O® BATH #2 w-1 BOLLARD AS REILQ. t. PER DG. CODE 7 p FIELD m VERIFY Q LOC. 0. IRRIGATION OUTLET 48' AFF. ROOM PRE -WIRED CLG FAN SWITCH It CABINET / \ OUTLET - TO 2ND FL. \ FOR DW SWITCH \ \ \ Tb .� I GARAGE \ DOOR \ I I I / / KEYLESS FIXTURE GF I GARAGE DOOR PREWIRE GARAGE I I 1 FOYER � \I I P$ F 1, CHIME PORCH PATIO 0 ROOM \ rGFI f_ II it yy/ W� o — KITCHEN GFI / PAN. GFI REF 1 \\ PRE -WIRED CLG FAN I--_3::� FLEX FIRST FLOOR ELECTRICAL PLAN -OUTLET FOR VENT OR MICRO I UNIT - NEW CHART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE'D2) HOUSE PLAN: 4EHB HAYDEN MODEL LOAD INFORMATION VA 2801 sQ PT GENRRAL TIGHTTNG E 3 VA PER SQ PP T809 2 so A— -P.—. CRtCU1T AT I300 vw sa 3000 1 LAUNDRY CIRCUIT ISOO 1 RANGE AT NAY. PLATE RATING OR COORTOP/OVEN —00 1 HATER HEATER 4E00 DL4HEASHER 1200 1 cwT DRYER E000 1 DISPORAL Soo t MI mwAVE I800 1 REFRIGERATOR 1200 Su__ OF GENERAL WAD w2o3 PIF9'f 10 NVA OP GENERAL WAD - tOOi 30000 RENAINDER OP GENERAL WAD AT 40% 28208 VA x .4 11282 TOTAL NET GENERAL WAD 21282 8.E TON HEAT PUMP (N/ — EMERGENCY HEAT STRIP) 21 AMP x 240 VA= RB TON COOLING SYSTEM s0 AMP . 240 V • WOO NET GENERAL WAD 2— NET TOTAL HVAC WOO TOTAL WAD s088Y CALCULATED LOAD FOR SERVICE 80882 VA/240 V- 120 AMP 150 AMP SERVICE •TIORST CASE SCENARIO - HIGHEST HVAC WAD VSED FOR CAWULAmm- NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA 0 100%, REMAINDER 0 359. NET LOAD: 6,949 VA RANGE: 12,000 0 10% 8,400 VA DRYER: 5000 ® 10% 3550VA TOTAL 18,84E VA NEUTRAL AMPACITY: 18,489 / 240 . 18 A 1 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3 -1 CU, I % CU GND 2" CONDUIT OR PROVIDE 3'210 AL, 1-4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) 150 AMP ELECTRICAL RI5ER NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN I PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MILO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL EDITION (2014) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/ZP B. ALL CONDUCTORS SHALL BE TYPE THHN/THLLN UNLESS MC15 NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 "1 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 IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT 0 t INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 P4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/6" DIA X 8 FT LONG COPPER CLAD GROUND ROD qesign G +T LONG WOOD, FL 32750 �• PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w 0 O F 0 m Y Bxn3niv. dE LOT SILVERADO LOT 3 BLK 2 PROJECT# 04128.000-03002 MODEL 4EHB "2605-HAYDEN" GARAGE BTRNG: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARCHITECT. - STATE OF FLORA - - L 10 D F-PTE 10/21, SCALE: 1 /4"=1' - 0" 8i3EET u ELECTRICAL LEGEND SYM50L DEFINITION NOTES -e 125V OUTLET 20 M -E POLE ZIQ 1101 CUTLET IWV OUTLET To OP OUTLET WREO O BWTOH GFI IIOV CUTLET EOUIPED W'YdiJp FAIR N/ERIPTER fTATIPER REBI9TANT TYPE) 220V OUTLET 141 WRE CONVECTION Wl CUTLET WTERFUPt Rr BWTCN $WTCH 3-WAY OPER W4 SWITCH 4-WAY OPER + it W4LL HJINTED I LKIR CEILING LIGI•IT O\VP VAPOR PRbF � LKdVT �O� RECESSED cAN WALL BOOVCE PRE-WRED VENT. FAN I CFV PER BO FT. VENT. FAN W/Llwr I Cf#T PER l� R. V RIMUFE TpD DT L L R) 4'X2' FLUO 8LICWT ENT 2-LB WPAP BU _ 2' MUDREECENT 4' MUOIE9LENT --n--"-.rr 4' TRACK LIGHT 0 PANEL METER O g,p, eE+c� DerecTOe B4TT. BA[K-� u BD. WALL MOUNTED M1GV� DETECTOR GATT. BACK V INTER-CCMIERED ® S)COR B L BE A DISTANCE OF NOT LEEK lI 4' M PENDMIT LIGHT t\ IV NATURALLET C gIT ► TELEPV JA 14 WATER HEATER TO BE EL[vATED DIBCCNEC A/ AIR —ITION DISCONNECT TV. TEL.—ION J— m BOX RCCW JO J-BOX To TO BE BIPIFTJIlTlD N 4CCORDANCE uV BOX ICEILRNG FANA.Ki11TIMARQD � EACH° R ROOD LKWT OPT. SEOlRITY KEYPAD PH. RVSH•BUTTON FOR CHR1E8 T LOCATION OF TV JACKS R PHONE OUTLETS + FANS TO BE VERIFIED B 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 a 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 M1501.3 FECR 57H EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT-INTERRIPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014L ALL RECEPTACLES TO BE TAMPER - RESISTANT TYPE ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). SECOND FLOOR ELECTRICAL PLAN A A R C N IT E C T S Design Grou Ii,D. Lam. LONG WOOD, FL 32760 'R PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003326 W h V h z F 4 V h W O O W m 0 IE BLTSDIV. Ae LOT SILVERADO LOT 3 BLK 2 F'Roj CT# 04128.000-03002 MODEL: 4EHB "2605-HAYDEN" GAP-%GZ 0TrMG: LEFT p'?PCOND FLOOR ELECTRICAL PLAN 50 MPH EXP. B ARCHITECT-. STATE OF FLORIDA i2nd). P TT D10/21/16 BCALE: 1 /4"=1' — 0" 88EET HVAC NOTES 1. ALL MECHANICAL EQUIPMENT $HALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LE55 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GAIT 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 (2014) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETUNED, TO EQUAL AIR EXHAUSTED- S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC 01 EXTERIOR WALL PLENUM T _y AIR RETURN SUCTION AND LIQUID ' AIR SUPPLY III1-i REFRIGERANT LINES AIR HANDLER) EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE is I EVAP. TRAY ii .J PVC SLEEVE TO LINES BELOW SLAB REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 3012.I.I HVAC DRAINS SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG / I INSIDE I I CAULK J 1 FIN. FLOOR OR WALL i FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 0240-K JOSAM 56000 SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC - y _ INV. $EE SITE PLAN OFLOOR SLAB CLEAN —OUT (TYPN) BEDROOM #2 12XS I PATIO DI NING LIVI,�I a• S/A ROM FROM ABOVE ---- -----------------/II z------/ I } 14X6 12XI2 I NI3 PASS THRU I KITCHEN GARAGE OIoj 1 o I PAN. i 12XB 8' S/A FROM ABOVE I // �\sxs 1 / FOYER FLEX I I I PORCH FIRST FLOOR MECHANICAL PLAN COUNTERSUNK G.O. PLUG 6 SEE SPEC. _ r - ----------- FIN. GRADE OR PAVING'- �.. -� FITTING OR I I EXTENSION TO SOIL OR WASTE AS I REQUIRED I I —--.---. -v— INV.SEE SITE PLAN %EXT. GROUND CLEAN —OUT (T SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL ol SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB $XI 1/4' BHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD ® 12' FROM STRUCTURE LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE= SUPPLY TRUNK - - BROKEN LINE= RETURN TRUNK l BALANCING DAMPER OR OBD (� CEILING EXHAUST FAN 4 CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR QT THERMOSTAT m PASS-THRU AIR GRILL J A R C N I T E C T FI 6 Grou .. . Design 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w h cam, m 0 a w F 0 z � m si F LOT:3 2 04128.000-03002 MODEIA 4EHB "2605- HAYDEN" GARAGE lill LEFT PAGE: FIRST FLOOR ECHANICAL PLAN 150 MPH EXP. B ARCHITECT STATE Cr- FLOM Ill DATZ: 10/21, SCALE: 1 /4"= V - 0" SKEET 10 UPSTAIRS I, LIVING ! j 11 BDRM. #4 7 I 14' S/A BDRM. #5 aeon �Iy 1OX6 1 6 FB I �. , I J LAUN z PAS �� I PAS II -- �� OD TqRJ / ' 16x!6I BATH #jL 4-3 SX4 16XI& LVX w.t.c / PASS ! L �' c0 IOX10 I' 8' 7H x 1OX6 i / OF0. BATH FROM OWNER'S I ' j O yell - BDRM. #3 SUITE —4Z' / — — i w.i.c SECOND FLOOR MECHANICAL PLAN A R C N i T E C T! oN 6 Design GroutoIInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a".oaoj ng -com AA #: 0003325 F W h a v F212 4 v O F 0 m r UBDTV. ae LOT. SILVERADO LOT 3 BLK 2 41128.000 04—03002 HODEIe 4EHB E l ARCHITECT STATE OF FLORIDA 2 Dp � 10/21/I6 aCALE: 1 /4"= I'- O" axaaT 11 (U4 REEL! VERTICALLr W CDC.___._ POIR CELL R BEE GJEIGY CODE fDR'B FOR BIBILATK]N R-VALWEB TCXNIQD PNBH BEDAAE PT. Di. R4TE TO CGIC. W V]'%ID' ANCHOR BECNYC P.T. DT. RATE TO BLb W IR'%Yp gNCOCR Dp"T W ]' Wd51ffR BEOII� P.T. BT. RATE TO eLb W 4• CONC.IPEK. W eke' WA%WAm W W QI .11_-POLY ETHT - VAPOR I A ITII DY �n WELL-Cl_MPAOTED 4EAN FILL TEIHIT! TFB I•ENT AL DE EORA-CAFE g g• Dy] - �i E Q tt ! In' brP. W_ BD. DOLT W ]' WASHER l' B1DCD. HH . 93' OG HN(. r• ENDED. HK . ]]' OO HA% f9) Imd MABONZY NAE.9 . g]' OG. HA% f TNIIX 39mm P01 . 30 DdrB CGNO. BLAB IEiRFOICCD W (I) 9 RCDAR p! CNAIRg aDoo B.x YIIMI aN a-ML P0.Y ETHYLENE e f' CONC. RFMNI bke' YMAmAAm APOR BARBER d UELL-CCMPACICD 0.eAN PILL '�'"- TERMITE 1RlATMENT SHALL BE DORA"CME ,� f ' CDYC, RlIM. W eke' WAXWAD W W D3 e•ML MLY ETORLENE VAPOR BARBER ON WELL -COMPACTED CLEAN £ ILL TCRIITE 1REAIMEM SHALL BE ;,, O BCR4-CARE B f _ • • e f' CDC. IYEM. W eke'WAXWAm W W W O- L LL- ETHYLENE VAPOR BL I I L w>> ON WILL -COMPACTED CLEAN FILL TEKTITE p TREATMENT SHALL K BCRA-CAIQE "' U f <3J 9 REBAR W CNABPB _ � ____ a A' OQIO. KEN. W e5:6' WA]EIBM lBn BA e-ML PIX.r ETNttENE VAPOR E GARtllR ON tlE1.L-r TdLTED 4CAN L FILL TEI•'tlTE TREATMENT g ALL BE m u I' NOBINE. � — .,� V REDge RYPJ , •. p _ '' •' W' �D d b E Q CN'OI7ER / w z0 , THICKEN EDGE 4 SCALE, N'•F-m' C •. L _ m g klYl - 12, 5 R@DdR ON CHAIRS !]) REBAR dJ CNAIRe (v S 15AR W OHAIRB CI - w w Ew D' MYW EELDU GRADE > � f' CONC-REK. 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TREATMENT BNALL BE _ BORA-CARE a• a IX e-MIL POLY EINTtEOE vAPGR L O < b PY"L TERIITC TICATIENT BwYL DE n BORA-OdR!e U f\ - - W B-ML POLY ETHYLENE VAPGR L FILL TER'nTE TFEATrNT SHALL DE a ^ _ BCRA-CARE 9 • K. W b',:6' W4MBAm WIM E DJ •-ML PCLT ETHTL@E vAPOOR B4IOGWR Di LLELL-CQIPAGIED 0.Etl1 SY D16-MR POLY ETHYLENE BARRIER pl LLDLL-4i'IPACTED 4CY! - • ° FILL TERMITE TREATMEM BNALL DE EIOpA-C,4E--..— • pMODR W WRL-COMPACTED CLEMI ._.. __ FILL TER'YlE IFEAIrffHT SHALL BE ppRA-OAIEC 1. -- D) 5 REBAR ON CHAIRS — `— w l REBAR M CMAbb U 4�-- (T) 9 RCDOR ON CHAIRS £ ILL TCRYTE TREATrNT SHALL BE m O e 4 OCRA-CARE E L �u f]I �i IlC9AR ON GH41P8 E L �Y (]) 7 IRBM GN OIATB <' (B) 9 REBAR ON CHAIRS GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 1-STORY L.B.W. GARAGE STEP-UP SLAB AT GARAGE 1-STORY FOOTING 1-STORY LB.W. 6A 2-STORY L"B.W. -,\LB.W. W/ NO UPLIFT SERVICE DOOR AT GARAGE �/ SCALE: �� SCALE: I/P'.I'-0• v�' SCALE: 1/1'.I'-0• l Ar. is In••r� � t� )�ue�i e'er ,�_ !u •e REBAY vERrIC,OLLY W CONC. POUR QLL A. DYI _ I DBm 1EKMT VAREB <N'B REBAR VERTCALLY W CONC. SEE QLL SEE ENEI&LT CODE POI@D iCR NBLd11D1 R-VALUES _ 4' CONO.IEFF.W e'rb' Wf)BUAm a' i Q WW'1 W e-ML P0.Y ETHYLGYC 1 a �' vAP^IR DARKER IX YELL-CDMPACTED 0.EAFILL • REQBD Pqt z TEXTA® PMIN1 L Y z � B' CHIT I V]' GYP. YL. OD. L o TEKTITE TREATneNr BNALL BE '�i � BORA-CARE E�-__ AR L (3) 9 RlBDO CHAIRS 444I •. ONOb ML IVLY EFBI ITIIYI.ENE VAPOR BARBER CN W:LL-CDMPACTED CLEAN 3 LLL tERMITE IIYEATMEM BNALL BQ L SY B B DLL IBI IS - fi em. TRAIX fNIBH 0.00R _ ° ° e a '• ° x •° e' • £ •." a ,µ AARl6E DOOR # CDC -Reel W e'.e' WAJWAAm W W ON �' POLY eTHYLEFE vaPGR BARBER CN WLL-CD'1PALTEO C SM FILL TEKTITE __ __— __—_ __..._ ,, B 3' (H 9 CWT C -- - _ v • - M :. a 0 unoD mBE — 4' faIJG. REBP. W bS:b' WAXWAm WIM _ CN a -MIL POLY ETHYLENE VAPD! x --r. DANDER DY DELL-CD'IPACTED 0.EAN i i1 - FILL TCRMTC TREAR¢M BNALL DC - — _ DORA.C.RE n � m U � TFSA?IE IT SHALL DE �,.. '-* / \/ ��\/ '° !> 9 REBdR DJ CHAIRS m s �' e n (IJ 91EDA1B DI CHAMM Ja - /<✓. %%1\/�\ ° 2-STORY FOOTING m= L 2-STORY FOOTING 8A AT GARAGE ecALE: la .r-m CONCRETE PAD 9 E, n•.I'-m• 10 SLAB AT S.G.D. SCALE: r. r-m• 11 GARAGE DOOR FOOTING SCALE, In•.r"m• SHOWER RECESS FOOTER �1 ° scA"D r.I'-m' n W/ BLOCK WALL �-SCALE: V1•�I'-0' ' � I I -cauX AND REAL bAB LME TIC VERTICAL REBAR aleoureo OD•D BEAn _ VAREB PER ELE V. rII_... i _.._..1. .. _.__L`— I' PVC GLEEVE POR!><8 LN[ 9 J,C.m• FM. FLR REBAR W/ Im' HOOC/'� VERTICAL REBAR IT JJ��.. TO IGRZGNTAL e PDAED LNTEL CONY. (TYPJ e' CMJ FILLED CELL (MJ � � CRTWALL BRCUIED BCTO REAM ' vAREB PER CLEv. C iEBAR W Im' 010.'YC � VNDEB PER ELEV. ]% WALL FRAF•Ya �`E � c � ° I . I _ � • (M1jXi' AN610R pCLTB w (f)1S%1' J-EGLTB MN. 9' EHDEDLNT W ]'M'XIR' fIYDO ' ° %q t Su i __ �-1 C ORBITED DDO BEAR � WADER AND NUi BPAD9lVENLY FLOOR TO BDA BEAM. BET M JOMB WL. TO FILL— ASL (EEVED ANCHOR M SOLID POLR ACCEPTABLE RETIKYITI ° - '^ ♦' PVC CHABe THRI FOOTMB - 1- , • —_ Y ° T ° ° •e I.BTORY (I)�v REBAR Di CHAIRS tB) 9 ma— _ EXT./INT. FRAME WALL TO r. 14 NOT USED ��1BLOCK WALL CONNECTION laJ SCALE. In••r-m• ��GAS LINE THRU BLOCK lv E7'T� III 00 ARVERTICALLYWGDNC. PDR CELL BeE eNelmT cone FOR+a FOR I � - _ —T I �. _ TT Q u . ._.i NBILATKN R-vALIEg •' O.11 _ _ In• oYP IIIL. BD. ulDOD DAee � 0.EANCUT RED1xAED POR -- --- NBPCCTIw i'I G.EANOUi REDIIRED F oR NePEcrwN - • ._L_ z L _ _ •° La {'LONG. REBF.W WAlWYAO - I• 7 Y�< ON e•ML fGLY ETHYLENE VAPOR L tt BARKER DI WCLL-CQIPACTED 0.EAN , m'-m' FM FLR J, m'-m FM FLR _ s � YT vERTVERfICAL REGAL! ° � I ! m O GOR4-CAff FILL TE—INTIEAE-ptT BWOLL BE ° TIE VERTICK REBAR (H 9 AEDAR BET N BI•IPBCN HKdi BTRENBTN EPOM e' CTKD. HYL •i •If (J) S REDdR .-STORY i� -�— J°- / I 10 IbIDlGNTAL IEBnR W Im' H?LK TO HORZGRK REBAR W Im' 11LYM L „r__.__. `\J !B)S MBAR.] -STORY - .: OUO'81DE REBAR TO Be (U 9 VERY. OGWEL LAPPED W BCNJ BEAM LI — e' PK CIIBE ATHRU FOOTNG mI ��� +}P° YA)D1B U9 REBAR Ai CORNERD • f• tout. Real. W e•,e• WANYIAD YUI'I ON a -MIL POLY ETHYLENE 'y VAPOR BAR DY ' - L �' 1-BTORr WELL-CD'IPACTEDCLEAN PILL TEI•-YlE iIIEATMENT eHALL BE - - U - (2,�iREBAPt N AYm n U ]-eT HORIZONTAL/VERTICAL HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH L In•• BEARING CHANGE 1 €-17J•T� 1-STORY FOOTING �� OMITTED DOWELS H J cxe, In•.r.m• REBAR LAP AT FOOTING B ecx@, In+r,m• � /AT LINTEL CORNERS l 1. �3t�17J"I�� D W/ BLOCK WALL '- ALL EXTERIOR FOOTERS AT FINISH SL.AB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A R C N I T E C T 8� qVup..a._ G 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 F y j CJ O ti• y 4 4 lF 4 m su-mr 1. a LOT•. SILVERADO LOT 3 BLK 2 PROJECT* 04128.000-03002 MODEL: 4EHB "2605- HAYDEN)I GARAGE SWING: LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B ARCHITECTS STATE OF FLORIDA � J 10/21/16 8CALE: 1 /4"=1' - 0" 8iIzw L1 SECURE 2xb MIN. TO BLK W/(2)ku' ANCHOR BOLT W/ 2- WASHER SET IN 91r•IF+50N H*14 STRENGTH EPDXY 4' EMBED, I I SECURE 2x4 ON -_._-- FLAT TO BLK W/ _UT NAILS. - i SIDES. L'I---�-.m 2X6 GARAGE DOOR BLCX W/ (3) VX5J-BOLTS 4- EMBEDMENT MIN. W/ 2'X2'>4 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR N JOINTS PRIOR TO FILLING. - 1.2X6 PT BLOCK • CENTER OF DOOR HEADER W/(I)1$'XB' J-BOLTS .,_ 4- EMBEDMENT W/ 2'X2'Xe' WASHER AND NUT GARAGE DOOR 3 BUCK ATTACHMENT SCALE: IR'.I'-0' 2X4X4' SECURE 70 TRI155 W/ 3-12d 6'-8' or . MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TO BLK W/ META. 16 7 2'-O" EXTENSION ® OPT SERVICE DR. SCALE: 1/2'. I'-0- 2X4 SECURED TO GABLE END W/(2)I2d•EA UPRIGHT 2X4 SECURED TO L-214 BLOCKING EA. RAFTER L-30 EA. RAFTER H25 EA. RAFTER -2x4 RAFTER • 24' O.C. N , PRE-ENG TIRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN — DOUBLE TOP PLATE — CRIPPLE STUDS • I6' O.C. MAX — SIMPSON LSTA-12 • EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS • 16' O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN I' OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY s A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 1 NO MORE THAN 12' O.G. STAGGERED SP4 OR HS • TOP AND BOTTOM PLATES • EA FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONR7 WALL. SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/ DOOR FLR LINE. 4 FRAMED OVERHANG 5 OPENING WD FRAMED W LOOR TRUSS N.TS. SCALE: 1/2'•1'-0' ,I.I�I■il'I, III■ 3`! - - i i� III II!;� Ilii� Ili���l�Ii! w /t FASTENER SCHEDULE ROOF DIAPHRAGM USE 1/I6' 0.6B. OR I/2' COX PLY WITH'8 RING SHANK GUN NAILS AT 4' OC. AT SUPPORTED PANEL EDGES AND '8 RING SHANK GUN NAILS AT 6' OC. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SWEAT14NG TO GABLE END FRAME USE 'B GIN NAILS • 4' OZ. EXTERIOR SHEATHING USE IAA OSB. OR 1/2' PLY WITH -8 RING SHANK GUN NAILS AT 6' OC. AT PANEL SIDES AND '8 RING SHANK GUN NAILS 4' OC. TOP 1 BOTTOM PANEL AND '8 RING SHANK GUN NAILS AT 6' OC. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN j STICK BUILT WALL DETAIL N T5. ACCEPTABLE FASTENER FROM ANY MANJFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE S 8d ROUNDMODIFIE 2 3/8' 113 I10p00 TOP CORD BLOCKING AT 4' OR T Or- MAX. IN FIRST 2 FRAMING SPACES AT EACH END. }� NOTE: NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL 1 TOOL ASSOCIATION RAFTER OR TRUSS ' 1. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING P I I I I T 3. 16 TO 20 RINGS PER INCH 4. 0780 INCH FULL ROUND HEAD DIAMETER S. 2 INCH NAIL LENGTH ROOF 5PEATHING LAYOUT AND ENDWALL BRAC:INCz --Bu`°I"G`E"�T" _ %SNOT USED V FOR GABLE END FRAMING': SIPS • EA. STUD TOP 1 BOTTOM PRE-ENG TRUS8ES W/TRUS5 CONNECTOR UP TO 'IR000 UPLIFT DOUBLE TOP PLATE SIMPSON M5TA-24 • EA. JACK 2xS STUDS s 16' O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN I. OF WINDOWDOOR OPENING AND SECURE PER FASTENER SCHEDULE (2) STUDS, (2) JACKS • EA. SIDE OF OPENING JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 126 NAILS, TWO WITHIN 6' FROM EACH END 1 NO MORE THAN 12' O.G. STAGGERED WINDOW SILL W/CRIPPLES - I6' OC. I' CIA ANCHOR BOLT AT 16' O.C. MAX WITH l' EMBEDMENT AND 2' DIA. WASHER SIMPSON MSTAM-24 • EA. JACK, SECURED W/(3)& X 1 3/4' TAPCONS TO CMU WMIN. 2' COVER 1 2' APART 2X8 P.T. BOTTOM PLATE (5 WINDOW OPENING C4 2-STORY WALL re vAi�s o �• mz. Rw Q J TYP. EXT. SHEATHING ATTACHMENT FOR WALL SHEATHING (0515 TO BE STRUCTURAL GRADE) NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 1 UPLIFT (09B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT • OPENIN6.5 t TRUSS MTS-1415- l/16' 2x4 BTM.2X4 PLA DBL. TOP PLATE 2X4 STUD 16' O.C. l/16' OSB. 1/2' AB. W/ MIN. I' EMBEDMENT LOCATE 6'-8' FROM ENDS AND 32- O.C. MAX. TEXTURED FINISH MTS-META-16 32' O.C. MA CMU WALL PRE-ENGINEERED TRUSS KNEE WALL DETAIL TO BLOCK 2 K SCALE, 1/1'•I'-0' A SECURE 2. TO BLOCK -� W/ (2) I}' TAPCONS OR DRIVE PIN (MIN SHANK SIZE J45) FAEG4•T - (MIN EMBED. I }•1 ' g _ 1 WITHIN 8' OF EACH END AND Ia- OC. MAX 4 SPACING.^ 4' 05B. SHEATNMG ORS I' CDX PLYWOOD rzcwu o�ww — uP Tm e m 2.4 BLOCKS --r CMU WALL FRECA•T MLL (�) ARCH WINDOW FRAME SCALE: i/2'=I'-0' `'e RING SHANK CAN NAILS • 6' OL. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OSB. TO BE STRUCTURAL GRADE) �'B 2' DECK SCREWS s O.C. . MAX EDGES 1 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' TIG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS A SECTION PRE-ENG. TRUSS e z DBL. 2X TOP PLATE l/16, OSB. 2X BLOCKING • _ - TOP OF l/16' B. 2X STUDS 16' O.G. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING i PRE- ENGINEERED m FLOOR TRUSS 2X4 • TOP 1 BOTTOM CONT. " HETA- W I�`I BLK WALL OI CONTINUOU5 SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK TO OSB. O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING • TOP OF WOOD FRAMED WALL TO BE STAGGERED MIR OF 16' FROM SHEET BELOW O5 INSTALL ALL SHEETS WFACE GRAIN PARALLEL TO STUDS EXT. WALL SHEATHING 9 SCALE.12'•t' A R C N I T E C T E 6 Design Grou ..2. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 J y V 0 ry O F O 11.3 Bi mrv. & LOT SILVERADO LOT 3 BLK 2 PROJMT# 04128.000-03002 MODE1<L 4EHB "2605-HAYDEN" GARAGE BVMG: LEFT PAGE: misc. DETAILS 50 MPH EXP. B ARCHITECT STATE OF FLORIDA DAIM 10/21/16 SCALE: 1 /4"=1' - 0" SHEET D 2 FIBERGLASS SHINGLES OVER '30 FELT PAPER INSTALLED PER FBCR R9052.1 ON 16' O.S.B. SHEATHING OR 2 COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS I.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN %' THICK, 3 COAT —� PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY iEE ENERGY CODE FORMS :OR INSULATION R-VALUES GYPSUM BOARD OR 1' HIGI ITRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK W/ 1)'5 REBAR CONTINUOUS 'RECAST LINTEL SEE ENERGY CODE FORMS OR INSULATION R-VALUES JINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1)05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS aLT 16, O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1-STORY 1 BLOCK WALL SCALE: 3/4' = I' - O' 1/I6' OS.B. OR %' CDX TYVEK BUILDING WRAP FORTIFIBER BLDG PAPE GALv'D MTL. LATH ICONSTRUCTION TEXTURED WOOD FINISH a WOOD T/a' TO 5/s' MID WALL SCREED yWEEP IL Z IL 8' CMU — 5/6' TEXTURED — FINISH 6 MASONRY WEEP SCREED C0 WOOD TO ��� ,u3D--,ETAIL /LOCK I- CONNECTION SCALE: 11/2'=1'-O' FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON I' O.S.B. SHEATHING OR I' CDX 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 CONDITION.) 16 D.5.B. SHEATHING OR _DX 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) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8' O.C. MAX SECURE 2x6 PT. PLATE TO BLK W/ �'x5' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. 6+ 32' OC MAX. %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY e• aLnJ )4 DRYWALL I'X4' OR I'X2- P.T. NAILER OR MIN. SECURE ❑ F TR O FRAME 4 4 EXTEND 1-Ys' INTO INTO BLOCK W/ i4' TAPCONS OR DRIVE SHANK SIZE 1,11 SIZE MR MM. HEAD SIZE 300 ❑ MIN. EMBEDMENT I-Y.' WITHIN 8' OF EACH END 1 IS' OC. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3/4 OR +5/4 A WINDOW TO BLOCK +3 4 OR +5 4 SCALE: 1'.1'-0' 2X4: CM SECURE TO BLOCK W/ TAPCONS OR DRIVE PIN (MIN. SHANC SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN 8' OF EACH END 4 IB' OC. MAX SPACING. 2xb: csm SECURE TO SECURE TO BLOCK WR-14TAPCO' DRIVE PM (MIN. SHANK 81ZE 145 a MR HEAD SIZE 300 MM. EMBEDMENT I Y.') WITHIN 8' OF EACH END 4 IS' OC. MAX SPACING. a' CMU J{' DRYWALL SECURE SURE TD BLOCK WPN 7APGONSR DRIVE PM O I'X4- OR 1-X2' P.T. NAILER (MIK SHANK SIZE 145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I w) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MAIAIFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +1-i B WINDOW TO BLOCK +1-1 2//2" SCALE: 1'.I'-0' zQ as 1-STORY GABLE �A� BLOCK WALL 1 ri SCALE: 3/4'=1'-0' 2x4: CM SECURE TO BLOCK W/ V TAPCONS OR DRIVE PIN (MIK SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I I WITHIN 8' OF EACH END 4 LV O.C. MAX SPACING. 2Xb: CEO SECURE TO BLOCK DRIVE PIN ❑ SECURE TOR DRIVE PIN (MIN. .SHANK SIZE J45 MR HEAD SIZE 300 MR EMBEDMENT I A*) WITHIN 8' CF EACH END 4 IS' OC. MAX SPACING. 2X8: SECURE TO BLOCK W/J-,. TAPCONS OR DRIVE PIN 18' O.G. MAX 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BR4 IS PRESENT PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE W/ (2) 12d's a EACH TRUSS TO BE INSTALLED s MID. POINT OF TRUSS SPAN, OR 10'-m' O.C. MAX. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J. GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK l (1)05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) S REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS m 16' O.C. 8' CMU I/2' GYP. WL. BD. WOOD BASE NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL !6- TAPCON MIN. 1-4- EMBEDMENT INTO BLOCK 8' CMII 8' DRYWALL I-X4. OR I-X2' P.T. NAILER %.' 098. X 4- MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4') DOOR JAMB TO BLOCK +1-15/16" c WINDOW TO BLOCK +1-15 16" SCALE: I'.I'•0' 2X4: CEO SECURE TO BLOCK W/ 14• O TAPOONS R DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1)".) WITHIN 8' OF EACH END 4 IS' 04. MAX SPACING. 2X6: CM SECURE TO BLOCK W/2-V TAPCON8 OR DRIVE PM NOTE: STRUCTURAL 2X MST BE CK OUTSIDE 4 SECURED (MIN. SHANK SIZE J45 THROUGH NON-STRUCTURAL MR HEAD SIZE 300 V TAPOOJ MIN. 1-Y' MR EMBEDMENT I V) EMBEDMENT INTO BLOCK WITHIN8' OF EACH END 4 8. cm O.G. MAX SPACIWC )S' DRYWALL 2X8: ® I'X4' OR I'X2- P.T. NAILER TAPCONS OR DRIVE PINI' SECURE TO BLOCK W/2.94'*DOOR P.T. X 4' MIN, (MIN. SHANK SIZE .145 CASING DOOR JAMB OR WINDOW ND 4 ATTACH TO 2X PER MANUFACTURE$ DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W) DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" lJ SCALE. I'.I'_0• FIBERGLASS SHINGLES- OVER'30 FELT PAPER INSTALLED PER FBCR R'3052.1 ON 6' O.S.B. SHEATHING OR 1, 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.)- 6 D.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 FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 126's 8' O.C. MAX SECURE 2x6 PT. PLATE TO ELK W/ �'xV ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. aT 32' OC MAX. % THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT / PRE-ENG GABLE TRU55 CONT. 2x4 RAT RUN SECURED W/ (2) 12d's A EACH TRUSS 1 _0. TO BE INSTALLED 9 MID. POINT OF TYP_ TRU55 SPAN, OR IV-0- O.C. MAX. °H SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD 2x4 NAILER 2x4 ® 24' O.C. 6 INTERIOR KNEE WALL CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS DIRECTLY TO MASONRY 0 1-STORY GABLE W/ VAULT CLG. UBLOCK WALL SCALE: 3/4'=I'-O' 2X4: SECURE TO BLOCK W/ 94' TAPCONS OR DRIVE PIN (MIN. SHAH: SIZE J45 MIN. HEAD SIZE 300 MR EMBEDMENT IY') WITHIN 8' OF EACH END 4 IS' OC. MAX BPACIW- 2X6, CEM SECURE TO BLOCK W/2-iW TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 BE ON OUTSIDE 1 SECURED MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT I A') W' TAPCON MIN. I-Y* WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK 15' OC. MAX SPAC W- a, CMU 2X8: ® V DRYWALL SECURE TO BLOCK W/1-%. TAPCONS OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I Y') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 1. 8' OC. MAX SPACING MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T E SCALE: I'.I'-O' 2X4: CM SECURE TO BLOCK W/ TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I Y') WITHIN 8' EACH END 4 IS' O.G. MAX SPACING. NOTE. STRUCTURAL 2X MUST BE ON OUTSIDE 1 SECURED TW THROUGH NON-STRUCTURALL 2X6: ® j4' TAPCON MIN. I-Y' SECURE TO BLOCK W/2-)W EMBEDMENT INTO BLOCK TAF'CONS OR DRIVE PIN (MIN_ SHANK SIZE J45 ❑ MIN. HEAD SIZE 300 1$' DRYWALL MR EMBEDMENT I Y'1 WITHINS' OF EACH END 4 I'X4' OR I'X2' P.T. NAILER B' OC. MAX SPACING. 2ND 2X SECURE TO 2X8: ® U MEMBER SECURE SECURE TO BLOCK W/2 94' 4 - WITHIN 8' OF EACH END 4 6- WITHIN OF OR DRIVE PM TO 8' O.C. MAX (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y') ATTACH TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A-) DOOR JAMB TO BLOCK +T F WINDOW TO BLOCK +T SCALE: 1'.1'-0' PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1)05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS m 16, O.C. 8' CMU 1/2' GYP. WL. ED. WOOD BASE NOTE: PER FBCR 43052.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4861B TYPE IV, OR ASTM D 6151 2X4: SECURE TO BLOCK WA:' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MRL EMBEDMENT I Y-) WITHIN 8' OF EACH END 4 IV OC. MAX SPACING. 2X6: CEM SECURE TO BLOCK WA-1/4' NOTE: STWCTURAL 2X MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE J45 THROUGH NON-5TRUCTURAL MIN. HEAD SIZE --" 94' TAPCON MIN. MR EMBEDMENT I Y') EMBEDMENT INTO BLOCK WITHIN 8. OF EACH END 4 IV OC. MAX SPACING. 8' cm 2XS: C� )V DRYWALL SECURE TO BLOCK W/1-1/4' I'X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN 74' OSJS. X 4' MIN. (MIN. SHANK SIZE J45 MIN_ HEAD SIZE 300 DOOR CASING MIN. EMBEDMENT I Y4') DOOR JAMB OR WINDOW WITHIN 8' OF EACH END 4 ATTACH TO 2X PER IV O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7 16•" SCALE: 2X4: CM SECURE TO BLOCK WN' TAPCONS OR DRIVE PIN (MIN_ SHANK SIZE .14$ MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y') WITHIN 8' OF EACH END 1 IS' D.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK WI/1-I/4' TAPCONS OR DRIVE PIN I -TOTE: 8TFd1CTUF'4L IX MUST (MIN. SHANK SIZE 145 BE ON OUTSIDE 4 SECURED MR HEAD SIZE 300 THROUGH NON-STRUCTURAL MR EMBEDMENT I Y-) V TAPCON MIK I-V WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK IS' OC. MAX SPACING. 2XSe DRYWALL SECURE TO BLOCK WA; TAPCONS OR DRIVE PIN I'X4. OR I'-' P.T_ NAILER (MIN. SHANK SIZE .145 1' P.T. X 4' MIN. MM. HEAD SIZE 300 DOOR CASING MIK EMBEDMENT I Y') WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW 10' O.O. MAX SPACING. ATTACH TO 2X PER _ NOTE: SHIM AS NEEDED TO PLUMB JAPE (DO NOT EXCEED Y-) DOOR JAMB TO BLOCK +3 3/4" H WINDOW TO BLOCK +3 3 4" SCALE: e 4• Y 1 T e! T e L44i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.sbdesigngroup.o m AA #: 0003325 w y x 0 0 F 0 i w m SVHDIV. 4& LOT SILVERADO LOT 3 BLK 2 PROJECT# 04128.000-03002 MODRU 4EHB "2605-HAYDEN" GARAGE 81IING: LEFT PAGE: MONOLITHIC 1-STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHRECT: STATE Of-- FLORIDA ripmmrr DA10/21/16 SCALE: 1 /4"=1' - O" SKEET I3 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON a' O.S.B. SHEATHING OR I' 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 DOUBLE TOP PLATE 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. 1/0' 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 V-4' MIN. FROM 2ND FLR LINE 2x4 CONT. s+ 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 THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY FIRST FLOOR BLOCK SECOND —FLOOR FRAME \_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 UINDOW SILL !x STUDS ® IV O.C. MAX W/ '45UL., SEE ENERGY CODE :OR`1S FOR INSULATION 2-vALUES ' T e G SUBFLOOR GLUED 4ND SCREWED AS PER =ASTENER SCHEDULE 'RE-ENG FLOOR TRUSS INSTALL PER MFG. SPECS.) S, GYPSUM BOARD OR ' 4IGH STRENGTH CLG. BOARD 7ONC, FILLED LINTEL BLK W/ 'I) "5 REBAR CONTINUOUS iEE ENERGY CODE FORMS :OR INSULATION R-VALUES 'RECAST LINTEL UINDOW ATTACHMENT AS 'ER MANUFACTURES 5PE C IF ICAT IONS 'RECAST SILL '1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS a I6' O.C. S' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER '30 FELT PAPER INSTALLED PER FBCR R905.2.1 ON �,,' 0.9.8. SHEATHING OR %' 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 e CONDITION) SECURE 2x4 PLATE TO WALL W/ i'x6' THRU-BOLTS ® 32' O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 126's 8' O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 fit 24' O.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS b O.S.B. SHEATHING OR �, CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 116' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX 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. a 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/e THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND �9 1A FLOOR FRAME Q SCALE: 3/4'=I'-O' a 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT -ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's o EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS -2 I6' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T e 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 W/ (1) "5 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) 15 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS ® I6' O.C. 8' CMU 1/2' GYP. WL. BD, WOOD BASE FIBERGLASS SHINGLES OVER •30 FELT PAPER INSTALLED PER FBCR R905.2.1 ON �&' O.S.B. SHEATHING OR 2 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 10000 UPLIFT CONNECTOR 2x8 SYP '2 DBL TOP PLATE WALL SHEATHING 2x8 SYP 02 — WOOD STUDS AT 12' O.G. MAX 2x8 P.T. SYP 02 SOLE PLATE "5 REBAR 6 16' O.G. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. SEE ENERGY CODE FORMS - FOR INSULATION R-vALUES z F Q zQ WALL �! . SECTION - WOOD FRAME TO 1B LOCK WALL m SEE ENERGY CODE FORMS FOR INSULATION R-VALUES sg' GYPSUM BOARD OR j' HIGH STRENGTH CLG. BOARD SIMPSON SP2 s+ EA. 2X8 STUD ' DRY WALL }' DIA ANCHOR BOLT AT I6' O.G. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMPSON SPI ® EA. 2X8 STUD (1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1) 05 REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL Ix2 P.T. FURRING STRIPS is Iro' O.C. 8' CMU 1/2' GYP. WL. BD. (1) 04 CONTINUOUS REBAR WOOD BASE 04 REBAR 48' LONG W/6' HOOK o 24' O.C., MIN. 24' IN SLAB 2 -0" (MIN. i j - 9 KGONG., 4' REINF. W/ 6'x6' L WI.4XWI.40 WWM ON (o-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL �- 66 TERMITE TREATMENT SHALL BE BORA-CARE --2'-0"- (3)#5 REBAR ON CHAIRS 2x STUDS 9 I6' O.G. MAX W/ 1-6' O.S.B. SHEATHING OR }' CDX 2x STUDS ® 16' O.C. MAX W/ NOTE: INSUL., SEE ENERGY CODE PLYWOOD. ATTACHED PER INSUL., 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-VALUES SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 3, 4 T e G SUBFLOOR GLUED 1/8' THICK, 3 GOAT PORTLAND J' T e G SUBFLOOR GLUED 4:12 OR GREATER, (I) LATER UNDERLAYMENT IS AND SCREWED AS PER CEMENT PLASTER OVER 5TER AND SCREWED AS PER PERMITTED BUT MUST BE PER ASTM D226 TYPE FASTENER SCHEDULE EXPANDEDMETAL LATH EXPANDED GA VD METAOTEX FASTENER SCHEDULE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 ON GRADE 'D' PAPER OVER TYVEK 3/4' T e G SUBFLOOR GLUED BUILDING WRAP (REFER TO AND SCREWED AS PER STUCCO SPECS FOR COMPLETE FASTENER SCHEDULE ON INFORMATION) SHEET D2 2x4 CONT, 6 TOP AND BT. OF FLR TRUSS (TOP 2x4 PRE-ENG FLOOR TRUSS SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL PRE-ENG FLOOR TRUSS FASTEN 2X4 RIBBON (P.T. o CMU) W/ (3) 12d NAILS 6 EACH SIMPSON HETA-I6 EMBED. I SHEATHING NAILER) j' GYPSUM BOARD OR I' TRUSS STRAP 6 32' O.C. MAX VERIFY WEEP SCREED (SEE DETAIL 2/1) HIGH STRENGTH CLG. PRE-ENC. FLOOR TRUSS W/ TRUSS PLAN EMBED. STRAP VERIFY = BOARD (INSTALL PER MFG. SPECS.) ' GYPSUM BOARD OR 2' W/ TRUSS PLAN CON(. FILLED LINTEL BLK W/ HIGH STRENGTH CLG. BOARD No* THICK, 3 GOAT PORTLAND (1) "5 REBAR CONTINUOUS CONC. FILLED LINTEL BLK W/ CEMENT PLASTER APPLIED (1)"5 REBAR CONTINUOUS DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ RIBBON NDICULAR PRE-ENG FLOOR TRUSS (�T� WSCEIALE: STENING DETAIL SCALE: 3/4':I'-0' 3/4' = I' -0' O p Y I T C p T 6 Design Grou .... U N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroupmm AA #: 0003325 w ti w 0 y i 0 a m 0 F a m Isulmxv. do LOT SILVERADO LOT 3 BLK 2 PROJE=T# 04128.000-03002 moDEr.9 4EHB "2605-HAYDEN" GARAGE OMMO: LEFT PAGE: MONOLITHIC 2-STORY WALL SECTIONS & NOTES 150 MPH EXP. B r ARCFWMCT: STATE OF FLORIDA rT 2 P TM D10/21/16 OCAU 1/4"=1'-0" slEm= D4 PRECAST HEADEWMIN) 2 X 4 (MIN 2 X 3) I-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZEJ45 ' MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') e' FROM EACH END AND IS - oc. MIN MAX 1-a4• eMBEDMENT:w 2 X 6 (MIN 2 X 3) 2-3/I6 TAPCON �x OR DRIVE PM (MIN ^614A4K SIZEJ45 w= - MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') S' FRGM EACH END AND WS' O.C. MAX. MIN I-I/4' EMBEDMENT 2 X S MIN 2 X 3) 2-3/16 TAPCON OR DRVE PIN MIN SHANK SIZEJ49 MIN HEAD SIZE 00 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHING W/ S' FROM EACH END AND IS' MIN. 2-12d PER BLK EA END Or. MAX MIN 1-1/4' EMBEDMENT TA6' OSB SHEATHING CM WALL ARCHWAY DETAIL rj__�16" AND UNDER SCALE: IR' • I'-0' DBL. TOP PLATE 2X4 16' OL. MAX SECURE 2X4 TO D WO-12d . 6'-A' 300 MIN EMBEDMENT IYa' WTl. 9• EA. END NOT TO p I' ARCHWAY EXCEED I ' Or, MAX ST. PLATE 2X4 SOLID BLOCKING SECURE 1/2, PLYWOOD - TO SHEATHM6 WITH OR 1/16' OSB, MK 2-126 PER BLK EA.END ro'\EXTERIOR ARCHWAY T; CAB. OR i6 PLYWOOD SHEATHING O W BLDG. FELT O3 24' WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD DIS10, 36' WIDE MID AND MUST BE A MIN 24' WIDE METAL. O5 FIBERGLASS SHINGLES TRUSS 1/2' CLG. BOARD ( TEXT. SIMPSON 91-4 2X4 DBL. TOP PLATE . EVERT 1/2- DRYWALL OTHER STUD 2X4 WOOD STUDS .I6' or, UN,O, ON TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON 9P4 . 32' Or, MAX 1/2'X9' AB. 32' Or C ' _^�/ �ONC. SLAB 2 9'e COAT. 1-STORY INT. BEARING WALL 6 SCALE: I/2'•I'-0' NOTE: FOR WALLS WINO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT WAS CONNECTORS. SP4 . EVERY OTHER STUD DBL. TOP PLATE 2X4 16' O.G. MAX SECURE 2X4 Wit2-)v TAPCONS OR DRIVE PIN lMIN. SHANK SIZE .145 MIN HEAD SIZE 300 MM. EMBEDMENT I V WAN S' EA. END NOT TO EXCEED IS' OL. MAX 2X4 SOLID BLOCKING SECURE TO SHEATHING WTF MIN. 2-12d PER MILK EA. ENC PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3) 1.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.149 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') e' FROM EACH END AND IW O.C. MAX. MIN I•I/4' EMBEDMENT 73 ;1 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PM (MIN SHANK SIZEJ45 MM HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END MID IS- OL. MAX. MIN 1- 1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2.3/16 TAF CCN OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 1/16' OSS SHEATHING MIN EMBEDMENT 1 1/4') 2X4 16- OC. MAX S' FROM EACH END AND IS' (WHEN OVER 16- M HEllT.1 OL. MAX. MIN I-I/4' EMBEDMENT 2X4 SOLID BLOCKING — SECURE TO SEATHING W/ MIN. 2-12d PER BILK EA END ARCHWAY DETAIL 16 AND UP Y SCALE: I/2'•1'-0' 5 CLOSED VALLEY FLASHING DETAIL KTS. DOUBLE TOP PLATE 2.4 CONTNNCUS STRESS BLOCKING MID WALL 2.4 STUDS . 16' O.C. MAX, UON. 2' T H G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE UST FLOOR STUDS TO 2ND FLOOR STUDS SIMP°./ON M9TA-36 ® 52' O.C. MAX PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE 2x4 C0NTINCUS 5TRE55 BLOCKING MID WALL 2.4 STUDS . 16' O.C. MAX, UON. 1/2, GYP. ILL. W. SECURE BY. PLATE TO SLAB W/ I'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T' EMBED. MIN. SIMPSON SP4 a 32' OC. MAX 7 INT. 2-STORY L.B.W. SCALE: IR' • I'-0' PRE-ENG TRJSSES CDNV. FRAMED RAFTI OSB. SHEATHING OR }' CDX PLYWOOD SEC ORED PER FASTENER SCHEDULE 2.4 BLOCKING TINDER WALL STUDS SCORE BETWEEN TRUSS BAYS W/ (3) 12d'. EACH END 2x DOUBLE TOP PLATE STUDS . 16' OC. MT9-12 . EVER STUD 2X4 ST. PLATE DORMER 8 ATTACHMENT SCALE: I/2' • I'-®• DBL. TOP PLATE SECURE 2 X RIP TO FIT W/2-12dS 6'-S' Or. MAX T/S' TEXTURED FINISH T/16' OSB SHEATHING 2 X 4 I6' OL. MAX (WHEN OVER W3' IN HIEGHT.) 2 X 4 (WHEN OVER 16• IN HIEGHT.) I/4' TEMPERED MASONITE GLUE A NAIL W/ed'S e'-IY OL. IF NEEDED. 2 X SOLID BLK'G . ARCH SECURE W/242d EACH END ATTACHMENT PER MANIFACTURERS SPECS. MTL WDW FRAME 440TE, NO GAP . WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL CUTAWAY SCALE: V1'•1'-0' 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZEJ45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') S' FROM EACH END AND IS' EXISTING BLK ABV. orMAX. MIN 1-1/4' EMBEDMENT I/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3A6 TAPCON 1/8' TEXTURED FINISH OR DRIVE PIN (MIN SHMK SIZEJ45 MIN HEAD SIZE 300 1/16' 09B SHEATHING MIN EMBEDMENT 1 1/4') S.FROM EACH END AND IS' 2 X 4 16' OL. MAX. (WHEN OVER 16' IN HEIGHTI O.C. MAX. MINI-1/4' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X S (MIN 2 X 3) 2-3/16 TAPCON 16' IN HEIGHT.) OR DRIVE PIN (MIN SHANK SIZEJ45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 V4') 2 X SOLID BLKr.. ARCH SECURE W/2-12d EACH END S'FROM EACH END AND IS ATTACHMENT PER OL. MAX. MIN I-1/4' EMBEDMENT MANUFACTURERS SPECS. MTL WDW FRAME 1/4' TEMPERED MASMITE 'NOTE' NO GAP • WDW FRAME GLUE l NAIL W/Sd'S S'-12' O.G. TO EXCEED 1/4' F NEEDED. ARCHWAY DETAIL CUTAWAY JJ SCALE: I/2'•I'-0' ASPHALT SHINGLES OVER �30 FELT ON T/I6' 038. PRE-ENG GABLE TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE H CONNECTION) 2x4 9PF BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING 19 PRESENT �-- COAT. 1,4 SPF RAT RUN SECURED W/ 12112d'. s EACH TRUSS (2) 2.4 7 S.Y.P. DIAGONAL BRACE W/ (3) Rd'.. EACH TRUSS (DIAGONAL X-BRACING TO COVER 5-TRUSSES I' GYPSUM BOARD OR I' HIGH STRENGTH CLG, NOTE: BOARD DIAGONAL BRACE . CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE . ANY SPAN 15'-0' OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0-0' TO 30'-C' (1)X-BRACE 30'-1' TO 60'-0' (3) X-BRACE (1) X-BRACE . CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END 9 GABLE X-BRACING SCALE: IR' • I'-0' 2. RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 126 NAILS OR MIN. (4)10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. e4) Od GUN NAILS 2. RAFTERS US NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) Wad GUN NAILS . EA TRUSS' RAFTER TO TRUSS MT5-12 CREATE VOID FOR STRAP ROOF DECKING OVER PRE-ENG TRUSSES PRE-ENG. TRUSS CONV. FRAMED ROOF U SCALE: IR••I'•0' 0-0' TO 30'-0' f1J'X' BRACE 30'-I' TO 60'-O' (3)'X' BRACE (I 'X' BRACE . CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FISERSLASS SHINGLES OVER '90 FELT ON 1/16' 0513. (2) 2X4 •2 5YP DIAGONAIL BRACE —/ W/ 3-12d . EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRiJSSE6 2X4 BLOCKING WHERE 'X' BRACING 19 PRESENT (2) Od NAILS EA END TO TRUSS 9FF STIFFSACK (SEE SEALD ENG-PACK FOR SIZE H CONNECTION) 1/16' OSB SHEATHING — USE Od NAILS AT 4' — EDGE H 6' 04. FIELD 2X4 W/ 3/S' X 5 LAG .32' Or- I OR SUMP^ d MSTA-24 . 32- OC. SHEATHING NAILING TO BE I 6'-S' Or. IN FIELD 4' OCAALL EDGES W/ed NAILS TRJ99 24' o I/2' CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) 12d . EA TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' D.C. MAX. n2-STORY GABLE END CROSS BRACING SCALE: 1/2' • 1'-0' • 1115 UPLIFT SIMP90M HTSM20 WAO Od TO TRJ99 AND (4) 1/4' x 2 I/4• TAPCON9 TO CONT POURED LINTEL • 2350 UPLIFT (2) SIMP90M HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL F'RE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART n21TRUSS ANCHO RETROFIT N.TJ3. 12 Z FINISH -a LANDING 1 PLYWOOD FF. - z DBL 2X6 ���-- I -4 i 1� 30' MIN. FINISH 3/4' PLYWOOD WITH LANDING DETAIL 4 I2-D COMMONS WINDER DETAIL NAILED THRU 3/. PLYWOOD INTO FINISH o LANDING— ANDING EACH STRINGER 3/4' PLYWOOD FF. , 3-2 12 RC STRINGER DBL 2X12 REINFORCED W/2X4 SPFOR J W/CONT. BEAD OF FLOOR OIST SUB -FLOOR ADHESIVE PL-400 OR SIMILAR o EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3r'8 3' SCREWS ®EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) MIN. TREAD 10% MAX. RISER 1-3/4' 3/Iro" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/0' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRA3PA5I L I TY WINDERS- MIN. !o' WIDE 9 NARROW END MIN. 11' WIDTH o 12' FROM NARROW END 34' MIN. HANDRAIL HGT. LESS THAN 4' TYP, 2X12 TREAD ETWEEN SPINDLES GUT TO FIT IX S RISER 10� z HAND RAIL u � uw1 1/2 DRYWALL IXIO TRIM 1' NOSING TYP. (3) IOCI CUT NAILS 6 2X4 P.T. X SLEEPER INTO m'� SLAB C,3q)�STAIR SECTION DETAILS SCALE: 3/4' - P-0' A! E N I T E G T S L441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.77"078 FAX: 407-7744078 www.abdesigngroup.com AA li: 0003325 W O c� W O V y G F A z w 81 BUDDIV. da LOT SILVERADO LOT 3 BLK 2 PROJIQCT# 04128.000-03002 moDffis 4EHB "2605- HAYDEN" GA %AGR 8wMG: LEFT PALM: MISC. DETAILS 150 MPH EV. B ARCFF ECT: STATE OF FLORIDA �T 7 A ABOUCHACRA AR NO 93723 DP 10/21/16 8CAIJ.. 1 /4"=1' - 0" l PRODUCT APPROVAL LISTING FL 10446-114 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10447-R3 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10456-R3 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 17244 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-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR FL 14039-R2 PLYGEM SINGLE HUNG - 2014 FBCR FL 14634-R2 PLYGEM SLIDING GLASS DOOR - 2014 FBCR FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR FL 14253-R3 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-R3 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR FL 5678-R3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 1S279-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5891-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR FL 10758-R6 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-R2 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.FLORIDABUI LDING.ORG CONTROL DATE: 05-19-16 A R C N I T E 0 T S 6 Msign Grou 1�.. Al N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 www.abdesigngrouP.com AA #: G003325 A F V y 0 4 0 n w sulmrv. at LOT: SILVERADO LOT 3 BLK 2 PROJECT* 04128.000-03002 MODMI A 4EHB "2605-HAYDEN" GARAGE sMWG: LEFT PAGE: PRODUCT APPROVAL LISTING Dw10/21/16 8CALE: 1/4"=1'-0" 8HEET kft D PREFORMED CONTROL JOINT- FLAWaE Cr CONTROL JOINTS Td BE WIRED TIED TO LATH • S' O.C. MAX (VERT,) NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ aL' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION ------- FASTENERS TO BE SPACED s T' O.C. MAX VERTICALLY 7 I PLASTER3 COAT CEMENT W B LAYER -2, FORTIFIBER / BUILDING PAPER APPROVED METAL LATH FASTENED 61' (VERTJ OC, MAX AT SUPPORTS WRB LAYER 'I. STUCCO WRAP WOOD SHEATHING 1TH SHALL NOT CONTINUOUS IROIICH CONTROL \'.—...— )INTS BUT SHALL STOPPED AND °D AT EACH SIDE. PIRWOVIDE 2X4 BLOCKING ER ASTM GI063 O.IA PLACED FLAT MAX. 6' TO S' FROM CONTROL NT CONTROL JOINT FALL L5 ONEN '- STRUCTURAL STUD =ASTENERS FOR LATH TO BE NAILS 'APLES IN COMPLIANCE W/ ASTM C1063 WIRE TIES TO BE (NO. 10) 00415' WIRE / BLOCKING SHOWN MAY BE IN ADDITI \ 7 WALL STUDS RECURRED PER PLAN 7, I O"M" TYPE CONTROL JOINT OI. FOLD Wa.IlAim + PT. A ®FOLD OI. FOLD INYAARD . PT. A 3. CREASE . PT. D FOLD OL FOLD PIIIARD + O 4 FOLD MNNF9 + Pt. A PT. A 2 CRE49E . t`K. B 9. CREASE . Pr. C 3. CREAAE + PT. C 6 TOLD M. OVEER PT. TILL C TOUCHES DOTTOI't FLANGE 3 I ® ®FOLD • ,,. BOTTOM RLANGE wnrER rIGHr SEAL. FOLD. mz tl2i cur. NO E APPROVED BUILDING WRAP SHALL BE LAPPED A MINIM" OF 6' a VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BEI WITH FORTIBER SHEATHINXn.N + X LATH VERTICAL LAP TO BE I' ^T METAL LATH WRB LAYER -1, STUCCO URAP 6 HIN PAPER LAP BELpL ONL," / WRIS LAYER R, FORTIFIBER BUILDING PAPER 2 APER LAP SCALE, 1112*-1'-0' (4) KICKOUT DETAIL a' THICK, 3 COAT CEMENT PLASTER URS LAYER -2. FORTIFIBER BUILDING PAPER WRB LAYER -1, STUCCO URAP LAP LATERE OF DWLDNG WRAP OVER NAILes, F- J , STOP 6 WRB SPX I K ABOVE BHMGLEa T h<l' ROOcwul Srmcn � m " 9x8 WALL FLASHING E \ �y ICIpC-Oui RABHNG (BEE DETAIL) �• g FELT IDIDERLA,MENT -- WATER TYMT SEAL (BEND OR EOLDER 20 Nrn al SHAY E Ia�FW6 V�D� �1~ ItFl02, MTALL KKKM , L48NING AT BOT OM GP 16�OF DRP EDGE, OVER.AP 9'. WALL I—Fdt CTICNB L.-------.-.--_ .__ E 10' BELOW SHEAl. AtHlYa, l-¢CHANICALL,' FASTEN 4. OL. MAx. FASCIA WRAP VERTICAL LATH & PAPER DETAIL NOTE, SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0041 5-IN, (111-MM) WIRE AT INTERVALS NOT MORE THAN S' (229-MM). AS PER ASTM CI063 1.5.1. FOR REPAIR OF TEARS IN WiB LAYERS, TEARS MAY BE PATCHED &HOUSE WRAP TAPE PER MANIF. SPEC. OR PEEL 4 STICK WOOD STUC SHEATHING PAPER STUCCO j' THICK, 3 COAT CEMENT PLASTER METAL LATH URB LAYER 4, FORTIFIBER BUILDING PAPER WRB LAYER 9, STUCCO WRAP WOOD SHEATHING 3n LLAAlI - PAATPF"R HORIZONTAL LATH & PAPER DETAIL )OD SHEATHING ,15 LAYER 01, UCCO WRAP THICK, 3 COAT CEMENT ASTER :TAL LATH 01 WRB 4 TAPE OVER )OF/WALL SCREED K5' 'L' TYPE CONTINUOUS %LV- METAL FLASHING AIL TO ROOF DECK, NOT 1LL SHEATHING) AP SHINGLE - DO NOT NAIL, STALL WITH ROOF CEMENT 4INGLE ROOFING O"L" FLASHING N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4' APPROVED HOUSE WRAP. - FLASHING TO EXTEND ONTO PIPE I' OR LESS PIPE -- PENETRATION, CUT AND OVERLAP ONE SIDE OF� SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS --- REQUIRED TO SECURE PIPE/ WIRE TO FRAMW . 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP n SELF -ADHERING MEMBRANE FLASHING WIRE LAYER 9, _ —STUCCO WRAP WM LAYER •2, FCWIFIBER BIU I't W LATHAPER ------&'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHNG OVER APPROVED HCUSE WRAP. FLASHING TO EXTEND ONTO PIPE - 4'x4'SELF-ADHERNG MEMBRANE ------I FLASHING OVER APPROVED HOl76E. FLASHING TOWRAPEXTEND ONTO PIPE V CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ G.Y, FINISH (SEE TYP WALL SECTION) SECTION PER FBC R703.611 E e—WN",1"d . li Exterior use of poWanmnt p d ceeester shell comply with Ww application requirements of ASTM C 926-77A. Installation of exterior latNng erltl framing L shall compy-with, ASTM c Io63-1to I FIDE FENETfRATION DETA L N.T.S. LEGEND DRAINAGE PLANE (WRB LAYER 11, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO Lam- —.— —_ WOOD SHEATHING 11�_�J111 SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R-103.6.1 / ASTM C-04-1-12, MIN. 2.5 L55. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 0v1I A R C H IT E C T S 6 Design Grou ine. Al N. RONALD REAGAN BLVD- LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA#,. 0003325 W y a V d O K O F O Aq SU017. Ae LOT SILVERADO LOT 3 BLK 2 PROJECT# 04128.000-03002 MODEL: 4EHB "2605-HAYDEN" GARAGE 8WMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHTECT) STATE OF FLORIDA P � D10/21/16 BCALE: 1 /4"=1' — 0" //N\{/p\$ 811m T�/T Y Y 1 9. I INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. B. TOP X I VENT CAP IS TO BE SET IN BED ,X OF SEALANT AT TOP AND Ill SIDES ONLY. SEALANT IS TO BE II TOOLED $O AS TO DEFLECT I.. I. WATER AWAY FROM JOINTS. ' )(. E-Z BEAD ALL AROUND ' VENT -APPLY SEALANT ALL i'1XI JOINTS AND INTERSECTIONS I APPLY SEALANT AT PERIMETER OF BACKER ROD ,I NON -MOVABLE FRAME AND STUCCO - ON ALL SIDES,Yi CAULKING • JOINT ALL AROUND l PER FBC R703_6.01 Exterior lathing andMastering BACKER ROD Exterior use of portland cement plaster — shall comply with the application ;fix. I requirements of ASTM C 926-11 A. X-� ICI Installation of exterior lathing and framing i X. ,L _- shall comply with ASTM C 1063-11A. WRB LAYER •I, STUCCO WRAP X ' HOODED VENT x THICK, 3 COAT CEMENT ,p. PLASTER METAL LATH WRB LAYER •2, FORTIFIBER BUILDING PAPER WOOD SHEATHING 6A DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD CONSTUCTION , -METAL LATH 8' CMU f "- VINYL CASING BEAD W RAISED BAND V TO sib' MID -WALL WEEP SCREED 6' WIDE 5TRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT 7C HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND - DRAINAGE PLANE (CURB LAYER *I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING �/-'zZZ /T/% SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R'103.h.1 / ASTM C-64-1-12, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT o TOP 4 SIDES 6 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FL< rA1VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO H7=H I V m=l =I Y= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W15AGK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER $' THICK, 3 COAT CEMENT PLASTER Ye' TO V MID -WALL WEEP SCREED pro" SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCY ^rNAOTE-POLYBLEND FOAM GT' ­ �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT - NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTEREECTIC WOOD SHEATHING 3 WR15 LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRUCTION _ ��FINISH • WOOD 4- FASTEN TO WOOD STRUCTURAL 8' CMU MEMBER • T' O.G. MAX V TO %'MID -WALL WEEP SCREED • W WIDE STRIP SELF --- ADHESIVE FLASHING, CLEAN _. MASONRY BEFORE APPLYING V FINISH a MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 STEP #3 a. WRB LAYER M, I STUCCO WRAP At CUT 'X' INTO SELF -ADHERING X MEMBRANE FLASHING Y \ APPLY SELF -ADHERING MEMBRANE FLASIHING OVER BOX AND OVER APPROVED WRB LAYER STEP #2 WRB LAYER •I, STUCCO WRAP voluffift APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER •2, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 5TEP I*& OELECTRICAL RECEPTACLE A R C N I T D I n Grou Inc. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w i y w 0 y 0 0 rwo ZoT SILVERADO LOT 3 BLK 2 PROJECT# 04128.000-03002 MODICU 4EHB "2605- HAYDEN" GARAGE 811WG: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B ARCHITECT STATE OF FLORIDA n JGTCHACRA OR NO 93723 P � D10/21/16 8CAI,» 1/4"=1'-0" SEEM= WA2 I WOOD SHEA WOOD CONSTRUCTION 'Y' HAT CHANNEL W/s/e' TYPE 'X' DRYWALL WRB LAYER 'I, —� STUCCO WRAP THICK, 3 COAT CEMENT PLASTER WRB LAYER -1, STUCCO WRAP WRB LAYER 2, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER b' SAP. a TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WEEP SCREED 6' SELF-ADHEREING -°"_- FLASHING WRAPPED a TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER •I, STUCCO WRAP WRB LAYER -2, rowil; BUILDING PAPER ml SELF-ADHEREING WRB LAYER 'I- FLASHING WRAPPED STUCCO WRAP a CORNER OF CANTILEVER AMIGO AM66-lLFH1C �80 I 4' POSITIVE DRAIN CUSTOM CASING BEAD WEEP SCREED NO GAP IN FIELD — (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1-HOUR CASING 10A BEAD DTLAP CANT. SCALE: I I/2'=l'-0' NOTE: METAL LATH: LATH TO BE PER FBC R­103.ro.1 / ASTM C-84-1-12, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET &f=ECIFICATION5) -:U WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER '1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER'2 THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED t PAINTED WOOD SHEATHING FINISH — J' THICK, 3 COAT CEMENT 1 (2) 2.12 HEADER PLASTER VINYL CORNER BEAD 4' POSITIVE DRAIN . V_ WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1-HOUR DRIP EDGE 11D INSTALLATION 5/8' TYPE 'X' DRYWALL ` W/TEXTURED t PAINTED FINISH }• THICK, 3 COAT CEMENT PLASTER VINYL CASING BEAD WOOD CON5TRUCITON RESISTIVE I RESISTIVE 2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING NEADER/6EAM VINYL CORP. 4' POSITIVE DRAIN NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCE55ORIE5 ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING—__ PRE-ENG'D TRUSS -� HEATHER RESISTIVE BARRIER 'I HEATHER RESISTIVE BARRIER'2 /� I' THICK 3 COAT CEMENT - PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL 4' POSITIVE DRAIN THICK, 3 COAT CEME WEEP SCREED PLASTER VINYL CORNER BEAD /N.OAP IN FIELD VINYL CASING BEAD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @'AN�TILEVER DRIP EDGE DRAINAGE PLANE (WRB LATER #I, STUCCO WR,4P) ORB LAYER "2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO 3' X 3' 26 GA. GALV.METAL FINISH LAYER (2 LAYER DRIP EDGE PEEL t STICK) SET IN FULL BED OF b' PEEL t \� SEALANT, Ji• MIN. STICK a DRIP l SPACE FROM DRIP EDGE TO I \, FACE TO TREX DECK ' Ys' GAP FOR BACKER I Yt'XI 3/4' P.T. OR SIMULATED ROD t SEALANT WOOD (TREX) FILLER, CONTINUOUS VINYL CASING BEAD WATER PROOFING let WEATHER RESISTIVE LAYER (2 LAYER PEEL \ BARRIER -4 STICK) WRAPPED FROM �- WEATHER RESISTIVE BALCONY DECK TO / BARRIER -2 CANTILEVER 6' PEEL t STICK a DECK MEMBRANE, DRIP EDGE TO DECK 1 EXTEND OVER DRIP SUB FLOOR EDGE 3' X 3' 26 GA. GALV. - •'� METAL DRIP EDGE .----_.--_-___.-.--_----.-_--- ___ .�� 1 SET IN FULL BED OF I )''XI ­'/4' P.T. OR SIMULATED (SEALANT, Jj' MIN. WOOD (TREX) FILLER, SPACE FROM DRIP CONTINUOUS :' FACE TO TREX Ya' GAP FOR BACKER - VINYL CASING BEAD ROD t SEALANT WATER PROOFING let FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL t FEEL t STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER VINYL CASING BEAD �' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 -AINTE IWEATHER RESISTIVE FINISH BARRIER '1 WEATHER RESISTIVE THICK, 3 COAT CEMENT BARRIER "2 PLASTER 4' POSITIVE DRAIN VINYL CORNER BEAD WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1-HOUR BALCONY DRIP x—x—x—x 11A EDGE INSTALLATION WOOD SHEATHING rz//Z1�"�'�' SELF-ADHESIVE FLASHING 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING _1" O.G. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER "2, FORTIFIBER BUILDING PAPER `T � � ,� CORNER BEAD Cap FRAME 1 ri �k CORNER BEAD (FASTENER d SPACING 6 l' O.C.) CMU %' THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C� BLOCK COLUMN SHEATHING ._WEATHER RESISTIVE BARRIER 01 j/ WEATHER RESISTIVE BARRIER "t / b' SAF. •` PEEL t STICK 1 Ya'x3' 'L' FLASHING l• FULLY EMBEDDED iIN ROOF CEMENT I Y2' X 3' 26 GA. GALV. ' METAL DRIP EDGE Yi GAP FOR BACKER SET IN FULL BED OF ROD t SEALANT 5EALANT,Yt' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE VINYL CASING BEAD BARRIER 01 WEATHER RESISTIVE WATER PROOFING let '• ••\ BARRIER "1 LAYER (2 LAYER PEEL EXTERIOR COLUMN t STICK) ......a a..=,. COLUMN SHEATHING •• ` '\PEEL :STICK -: 6' SAF. •• - _ I)(z'x3' 'L' FLASHING g F I , _ 'FULLY EMBEDDED IN • _ � ROOF CEMENT —_- (• 1 ,§' X 3' 26 GA. GALV. - - ---- --- -- I _-- METAL DRIP EDGE I I P.T. OR SIMULATE SET IN FULL BED OF WOOD (TREX) FILLER, SEALANT, Ye• MIN. CONTINUOUS SPACE FROM DRIP '7 Y.' GAP FOR SEALANT OPT BACKER ROD /FACE TO TREX VINYL CASING BEAD WOOD SHEATHING MODIFIED 90 WATER PROOFING let LAYER (2 LAYER PEEL t 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER J' THICK, 3 COAT CEMENT PLASTER 5/6' TYPE 'X' DRYWALL METAL LATH W/TEXTURED t PAINTED WOOD SHEATHING FINISH J' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER O A IN FI VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY 1-HOUR BALCONY DRIP 11C EDGE INSTALLATION C COLUMN (W/"L" FLASHING( WRB LAYER •I, Jaa STUCCO WRAP'Xi WOOD SHEATHING WRB LAYER "2, FORTIFIBER > BUILDING PAPER x f WRB LAYER "I, METAL LATH STUCCO WRAP g' THICK, 3 COAT CEMENT WRB LAYER -2, FORTIFIBER PLASTER BUILDING: PAPER ro"SELF-ADHERING , f METAL LATH - FLASHING ! ` t- / �I S" THICK, 3 COAT CEMENT -` (EXPLODED -VIEW FOR PLASTER _ CLARITY) DRIP CAP WINDOW FLANGE WRB LAYER n, FORTIFIBER 'I BUILDING PAPER( METAL LATHJ, I' THICK, 3 COAT CEf PLASTER T ro"SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD C� WINDOW ( FRAME, NO BAND. A R C H I T E C T S Design Grou It�. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w ti a v W .y. 0 a U O O z � BVHDIV. de ILwril SILVERADO LOT 3 BLK 2 PROJECT# 04128.000-03002 ]o 14 4EHB "2605-HAYDEN" GARAGE 8WMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT STATE OF FLORIDA I,.% li..i I Il A CRA AR NO 93723 P � D10/21/16 SCALE: 1 /4"=1' - O" 3*1mET WA3 .■ WOOD SHEATHING WRB LAYER fl, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER — METAL LATH I' THICK, 3 COAT CEMENT PLASTER 6'9ELF-ADHERING— FLASHING vINYAL ANGLED CASING BEAD �� DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, ' STUCCO WRAP ' WRB LAYER 02, FORTIFIBER Ij BUILDING PAPER i METAL LATH IL 1l I (EXPLODED VIEW FOR " THICK, 3 COAT CEMENT PLASTER CLARITY) WRAP ANGLED `� B AD 4 •2, FORTIFIBER PAPER aTH `:. �■ t 3 COAT CEMENT . ,±■ ADHERING G :■ DRIP CAP _ WINDOW FLANGE CASING BEAD Ca?> WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER •I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER g' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED — CASING BEAD VINYL CASING BEAD ` WRB LAY STUCCO V INYAL LAY WRB LA BUILDING METAL L a' THICK, PLASTER 6'SELF- FLASHIN Y,' rAP TYP -; /cnsiNG 5EA� TO TRIM --METAL IX TRIM MEMBER THICK, 3 COAT CEMENT PLASTER LATH ------------------ SEALANT — — o STUCCO TO SIDING TRANSITION --WRB /,, LAYER (, FORTIFIBER BUILDING PAPER f SIDING --- WOOD SHEATHING I WINDOW FRAME -WRB LAYER `I, �---- WRB LAYER -1, STUCCO WRAP STUCCO WRAP \ - CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION V BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER -1 i UEATI4ER RESISTIVE 4/ \ BARRIER -2 W XI�� SIDING / / \ W SELF -ADHERING / FLASHING 6' SELF -ADHERING FLASHING L \ I Try HEATHER RESISTIVE BARRIER -1 UEATHER RESISTIVE STARTER STRIP \ \ / BARRIER R DO NOT CAULK OR I I \ \ el 6' SELF -ADHERING SEAL OPENING I / FLASHING \ GALV'D METAL GALV'O METAL 'Z'FLASHING Z' FLASHING -- DO NOi CAULK OR I Y.' X 6' SIMULATED SEAL OPENING WOOD TRIM MEMBER STUCCO CASINGtLL�BTUCW BEADX T SIMULATED TRIM MEMBER SEAL GAP W/CAULKINGOR APPROVED SEALANT QCASING @EA2 SIDING TO STUCCO C� BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER FBC R103-6.1 / ASTM C-S41-12, MIN. 2-5 LBS. WOOD SHEATHING PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) le 'f WRB LAYER #I, WOOD N CONSTRUCTION i WOOD SHEATHING — I 2X FRAMING —� MEMBER ---------------------- ------------------------ SEALANT 1 STUCCO WRAP WEATHER RESISTIVE t__ BARRIER 'I iUEATHER RESISTIVE WEATHER BARKER 'I TO LAP BARRIER RESISTIVE //OF MIN. FABOVEGTWRB LAYER #2, FORTIFIBEReREVE 81D1NGUEATHER RESISTIVE BUILDINCB PAPER6' SELF -ADHERING BARRIER «FLASHING Z UEATHER RESISTIVE BAIMER -2 {. I METAL LATH STARTER STRIPALV'D METAL l_-1:� ' _ i DO NOGAW K OR I i Z' FLASHING SEeL _, _Nlnr. � � DO NOT CAULK OR THICK, 3 COAT CEMENT \ i ,— $F_ALOFENING (EXPLODED S �,-� TIVE VIEW FOR PLASTER GALVD METAL BARRILUEATI-ER 'I TO LAP 'Z' FLASHING \ � ` BAfS�IER '7 TO LAP I V X W SIMULATED W MIN. ABOVE TOP CLARITY) WOOD TRIM MEMBER OF Z FLASHING CASING BEAD C RAISED 1 BAND (FRAME) SCALE: I I/2'=I'-0' E-Z BEAD VINYL CASING I Y' X W SIMULATED fWA6' FLEXIBLE PVC \ / I WOOD TRIM MEMBER BACKER ROD) \ / I 6' SELF -ADHERING 6' SELF -ADHERING I + I I FLASHING FLASHING \ ;I 7Y THICK, 3 COAT \` SEAL GAP W/CAULKING CEMENT PLASTER OR APPROVED SEALANT `: WEATHER RESISTIVE ' WEATHER RESISTIVE BARRIER -1 BARRIER 'I WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER -2 (W/%'FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO UEATNER RESISTIVE 0 FRAME TO FRAME BARRIER'! 19 TRANSITION WINDOW FRAME ---------------------------------------------------------------------- g THICK, 3 COAT CEMENT PLASTER -- --- METAL LATH 1 t i WRB LAYER 02, FORTIFIBER BUILDING PAPER ' E-Z BEAD VINYL CASING (W/3/a' FLEXIBLE PVC BACKER ROD) � I WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER (o' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4" CsAP TYP " THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW - ---- METAL LATH 44 �,� --- WRB LAYER 02, FORTIFIBER BUILDING PAPER � WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING —J (W/%' FLEXIBLE PVC BACKER ROD) I MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ----------------------------------------------------------------------------------------------- 16A EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO G -L°° LI WOOD SHEATHING IIIlfIIl1Iz SELF-ADHESIVE FLASHING A R C H I T E C T S Design Grou .2. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003325 w w 0 c F 0 z w i I! E & LAORADO T 3 K 2 # 04128.000-03002 MODZU 4EHB "2605— HAYDEN" OARAGZ D IrMG- LEFT PAOffi: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHRECT. STATE OF FLONDA Rnm DA 10/21/16 a CAM 1/4"=1'-0" 8I'IEET WA4 WOOD TRIM MEMBER STUCCO CASINGtLL�BTUCW BEADX T SIMULATED TRIM MEMBER SEAL GAP W/CAULKINGOR APPROVED SEALANT QCASING @EA2 SIDING TO STUCCO C� BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER FBC R103-6.1 / ASTM C-S41-12, MIN. 2-5 LBS. WOOD SHEATHING PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) le 'f WRB LAYER #I, WOOD N CONSTRUCTION i WOOD SHEATHING — I 2X FRAMING —� MEMBER ---------------------- ------------------------ SEALANT 1 STUCCO WRAP WEATHER RESISTIVE t__ BARRIER 'I iUEATHER RESISTIVE WEATHER BARKER 'I TO LAP BARRIER RESISTIVE //OF MIN. FABOVEGTWRB LAYER #2, FORTIFIBEReREVE 81D1NGUEATHER RESISTIVE BUILDINCB PAPER6' SELF -ADHERING BARRIER «FLASHING Z UEATHER RESISTIVE BAIMER -2 {. I METAL LATH STARTER STRIPALV'D METAL l_-1:� ' _ i DO NOGAW K OR I i Z' FLASHING SEeL _, _Nlnr. � � DO NOT CAULK OR THICK, 3 COAT CEMENT \ i ,— $F_ALOFENING (EXPLODED S �,-� TIVE VIEW FOR PLASTER GALVD METAL BARRILUEATI-ER 'I TO LAP 'Z' FLASHING \ � ` BAfS�IER '7 TO LAP I V X W SIMULATED W MIN. ABOVE TOP CLARITY) WOOD TRIM MEMBER OF Z FLASHING CASING BEAD C RAISED 1 BAND (FRAME) SCALE: I I/2'=I'-0' E-Z BEAD VINYL CASING I Y' X W SIMULATED fWA6' FLEXIBLE PVC \ / I WOOD TRIM MEMBER BACKER ROD) \ / I 6' SELF -ADHERING 6' SELF -ADHERING I + I I FLASHING FLASHING \ ;I 7Y THICK, 3 COAT \` SEAL GAP W/CAULKING CEMENT PLASTER OR APPROVED SEALANT `: WEATHER RESISTIVE ' WEATHER RESISTIVE BARRIER -1 BARRIER 'I WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER -2 (W/%'FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO UEATNER RESISTIVE 0 FRAME TO FRAME BARRIER'! 19 TRANSITION WINDOW FRAME ---------------------------------------------------------------------- g THICK, 3 COAT CEMENT PLASTER -- --- METAL LATH 1 t i WRB LAYER 02, FORTIFIBER BUILDING PAPER ' E-Z BEAD VINYL CASING (W/3/a' FLEXIBLE PVC BACKER ROD) � I WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER (o' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4" CsAP TYP " THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW - ---- METAL LATH 44 �,� --- WRB LAYER 02, FORTIFIBER BUILDING PAPER � WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING —J (W/%' FLEXIBLE PVC BACKER ROD) I MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ----------------------------------------------------------------------------------------------- 16A EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO G -L°° LI WOOD SHEATHING IIIlfIIl1Iz SELF-ADHESIVE FLASHING A R C H I T E C T S Design Grou .2. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003325 w w 0 c F 0 z w i I! E & LAORADO T 3 K 2 # 04128.000-03002 MODZU 4EHB "2605— HAYDEN" OARAGZ D IrMG- LEFT PAOffi: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHRECT. STATE OF FLONDA Rnm DA 10/21/16 a CAM 1/4"=1'-0" 8I'IEET WA4 CASING BEAD C RAISED 1 BAND (FRAME) SCALE: I I/2'=I'-0' E-Z BEAD VINYL CASING I Y' X W SIMULATED fWA6' FLEXIBLE PVC \ / I WOOD TRIM MEMBER BACKER ROD) \ / I 6' SELF -ADHERING 6' SELF -ADHERING I + I I FLASHING FLASHING \ ;I 7Y THICK, 3 COAT \` SEAL GAP W/CAULKING CEMENT PLASTER OR APPROVED SEALANT `: WEATHER RESISTIVE ' WEATHER RESISTIVE BARRIER -1 BARRIER 'I WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER -2 (W/%'FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO UEATNER RESISTIVE 0 FRAME TO FRAME BARRIER'! 19 TRANSITION WINDOW FRAME ---------------------------------------------------------------------- g THICK, 3 COAT CEMENT PLASTER -- --- METAL LATH 1 t i WRB LAYER 02, FORTIFIBER BUILDING PAPER ' E-Z BEAD VINYL CASING (W/3/a' FLEXIBLE PVC BACKER ROD) � I WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER (o' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY Y4" CsAP TYP " THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW - ---- METAL LATH 44 �,� --- WRB LAYER 02, FORTIFIBER BUILDING PAPER � WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING —J (W/%' FLEXIBLE PVC BACKER ROD) I MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ----------------------------------------------------------------------------------------------- 16A EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO G -L°° LI WOOD SHEATHING IIIlfIIl1Iz SELF-ADHESIVE FLASHING A R C H I T E C T S Design Grou .2. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003325 w w 0 c F 0 z w i I! E & LAORADO T 3 K 2 # 04128.000-03002 MODZU 4EHB "2605— HAYDEN" OARAGZ D IrMG- LEFT PAOffi: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHRECT. STATE OF FLONDA Rnm DA 10/21/16 a CAM 1/4"=1'-0" 8I'IEET WA4 A R C H I T E C T S Design Grou .2. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 www.a bdesigngroup.com AA #: 0003325 w w 0 c F 0 z w i I! E & LAORADO T 3 K 2 # 04128.000-03002 MODZU 4EHB "2605— HAYDEN" OARAGZ D IrMG- LEFT PAOffi: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHRECT. STATE OF FLONDA Rnm DA 10/21/16 a CAM 1/4"=1'-0" 8I'IEET WA4 i I! E & LAORADO T 3 K 2 # 04128.000-03002 MODZU 4EHB "2605— HAYDEN" OARAGZ D IrMG- LEFT PAOffi: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHRECT. STATE OF FLONDA Rnm DA 10/21/16 a CAM 1/4"=1'-0" 8I'IEET WA4 r CUT HOU' AT 45' A MODIFIEI IN HOUSE LINE OF OPENING APPR04 OVER SF WD STUD INSTALL 6' SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL I' BELOW SI FLEXIBLE F DO NOT BE FIN EMPORARILY OLD -UP t SEC IOUSEWRAP l0 UCK FLAP UNC t HEAD FOLD HOUSEW IN AT JAMBS 4 SLOPE SILL R NSTALL 6' SELF-ADHE -LASHING C VINYL HEAI °LA5HING ( DAMS) NAII =LANGE EXTEND SELF_ADHE -LASHING I' BEYOND J. =LASHING NSTALL VIt CAP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE5.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TH FLASHING AT THE FOLD DOWN DIAGC ACR0 WINDO 1PPLY V NOM.— ;ONTIN000S BEAD )F SEALANT AT IAMBS AND HEAD o APPLY TO BACK OF 11NDOW NAILING 'LANGE IN LINE W/ -RE-PUNCHED IDLES OR SLOTS. JIDE ADHESIVE — =XIBLE FLASHING VER DRIP CAP 'ECTO-WRAP EOUI V) WINDOW FLASHING INSTALLATION DETAILS (FULL WIHAP) O SCALE: NT5 STEP 4 STEP 9 INSTALL PLUMB, L AND SOL MANUFAC WRITTEN INSTRUCT —APPLY MEMBRANE FLASHING OVER JOINT (NOTE: Ill. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS / SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALLKWRITTEN SPECIFICATIONS ALL MATERIALS PER MANUFACTURERS (WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: GLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH A R C H I T E C T S 6 ���-on PH: 407-774.8078 FAX: 407-7744078 www.abdesigngroup.com AA#:0003325 Z h v 0 E; c� h F O E. U J u aVHDIV AC LOT: SILVERADO LOT 3 BLK 2 lipRojmT# 04128.000-03002 MODEL 4EHB °2605-HAYDEN" GARAGE 9r/7NO: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B (EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING 4 ARCHRECT: STATE OF FLORIDA l�NOTE, — —--- �� V 20 SEAL INTERIOR PERIMETER OF WINDOW WITH 15EALANT ROLAPD A ABOUCHACRA AR NO 93723 DItINT w10/21/16 SCALE: 1 /4"=1' - 0" BHE�ETr n tl tl A5