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HomeMy WebLinkAbout36036 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 99 2605-HAYD 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITE • FLORIDA BUILDING CODE, RESIDENTIf, 5TH EDITION (2014) Y -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 SQ.FT. CALC. 15T FLR LIVING 1104 50. FT. 2ND FLR LIVING 1501 50. FT. TOTAL LIVING 2605 50. FT. GARAGE 431 SQ. FT. PORCH 115 SQ. FT. PATIO 80 SQ. FT. 1 PLAN REVIEW I TOTAL 3231 50. FT ABBREVIATIONS ABV. ABOVE LAY. LAVATORY A/C AIR CONDITIONING CUM, LUMINOUS Aw. AN7USTABIE Y.C. MEDICINE CABINET ALT. ALTERNATE In. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MTD. MOUNTED CL CENTER LINE MTL METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CUR CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC THE PLT. PLATE D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. RISER DIY. DIMENSION RAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR CRBL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEET ELEVA ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOVER EXH. EXHAUST SLY. SIMILAR EXT. EXTERIOR SL SLIDING F.G./FX . FDIRD GLASS SL GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL FLR. FLOOR SECTION FLUOR FLUORESCENT Sc SOLID CORE FR DR, FRENCH DOOR TEMP. TEMPERED GLASS FTG. FOOTING THE. THICK CA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR HEADER WD. WOOD HOT. OR HT HEIGHT 11DW. WINDOW DISUL INSULATION W/H WATER HEATER INT. INTERIOR W.L. WROUGHT IRON REVISIONS REV. DATE DESCRIPTION ;3-- 4,+1j?z-7 i SULI,D u 4G 5., /iLi ;y= . , CC' ;. PLY ELE� s `'I..�y'r.'y �JILJIIi1f's 1'titECIIgNIC LJI�'F;It•, G AND AL CODES. A��INiuii P I.:R SLEVA'LION SHALL �' j✓IiN FNGINEFRBD CI7 y OF Z.FP)yyiLiC��, CptDWANCR. IS I2EV!?E!Y DATE: CITY OF ZEFH�'7RIHIJL.L--�S' BULL,[)INN, OFFI INDEX OF DRAWINGS SHEET N DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A-DOWEL PLAN PG 1A.1-DOWEL PLAN SECOND FLOOR PG 1B-LINTEL SCHEDULE PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4D-FRONT & REAR ELEVATION "D" PG 5D-LEFT & RIGHT ELEVATION "D" PG 4D.1-WALL ASSEMBLY ELEVATION "D" PG 5D.1-WALL ASSEMBLY ELEVATION "D" PG 6-FLOOR FRAMING PLAN ELEVATION "D" PG 7D-ROOF FRAMING PLAN ELEVATION "D" PG 8- FIRST FLOOR ELECTRICAL PLAN PG 9- SECOND FLOOR ELECTRICAL PLAN PG 10-FIRST FLOOR MECHANICAL PLAN PG II -SECOND FLOOR MECHANICAL PLAN PG DI -MONOLITHIC FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-MONOLITHIC 1-STORY WALL SECTIONS & NOTES PG D4-MONOLITHIC 2-STORY WALL SECTIONS & NOTES PG D5-MISC. DETAILS PG D6-PRODUCT APPROVAL LISTING PG WAI-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 A R C N I T E C T E6 Design Group. .a 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 W 0 a y O IN 8402V. ae LOT: SILVERADO LOT 7 BLK 1 PROJECT# 04128.000-07001 moaEzr 4EHB "2605- HAYDEN" GARAGE DWMG: LEFT PAGE: COVER PAGE 150 MPH EXP. B r ARCHrrECT.- STATE OF FLOMA PF.ZNT I DATjL. 10/21/16 8CA2Jh 1/4"=1'-O" 819EET C1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR). 5TH EDITION (Y014) 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) 11. CONCRETE TILES 25 (TCOL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS t0.18 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, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33113. MAXIMUM AGGREGATE SIZE SHALL BE/4". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 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, LINO. Fb =1,500 PSI Fv =175 PSI E=1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM T SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHINC, PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 518" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 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 AFG01 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 112' COX PLYWOOD SHEATHING, MASONRY 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. PROVISIONS OF TMS 402 / ACI 5301 ASCE 5. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE 2. CONCRETE MASONRY UNITS SHALL BE GRADE 'IT TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 E 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OMISSIONS THE CONTRACT DOCUMENTS, OF PSI. POINTS AND SUBMIT THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALLCALCULATIONS WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. CONSTRUCTION. 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 ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8INCHES 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 1" MIN. RIGID NONMETALLIC 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 R3026: 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/INCH GYPSUM BOARD OR EQUIVALENT, SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 SIN ACCORDANCE WITH ASTM C270.07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY ACCORDANCE WITH ANSI A58.1-1982. VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.21 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF FOR MORTAR JOINT THICKNESS TOLERANCES. THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1240. ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2 OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-0& 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 BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12.OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. WELDED WIRE FABRIC SHALL BE 6" X 6"- W1.4 X WIA AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 3. CONDENSATION LINES SHALL BE MINIMUM %* PVC (SCHEDULE 40), INSULATED WITH %- AMAFLEX 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-O .R506.2.5(2) 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 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%' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION 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 emolne ewteuee 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. Design Group"l. iwai N. MUNAW MA'AN nLvu. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigogroupxom AA 8: 0003325 m y 0 y 0 F a x evH317. a. LOT: SILVERADO LOT 7 BLK 1 PROJECT* 04128.000-07001 MODEL 4EHB "2605-HAYDEN" GARAGE OWMO: LEFT PAGE: GENERAL NOTES 50 MPH EXP. ARCHITECT STATE OF FLOFtiDA 2 � IV 2 STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06. D � 10/21 /16 SCALE 1/4"=1'-O" 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: s 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 07I15/15 T lv e v 10'-0' 2'-1' 1, �-4' SLAB -\ 1 g 13 pp3 1/1' w � DI DI O a TYP. — — — — — 4' CONC., REINF. W/ 6'x6' SLAB IDI/2' DI WI.4XWI.4 WWP1 ON 6-MIL POLY- ETHYLENE VAPOR BARRIER ON 0'-O' ELEV. ! ■ I WELL COMPACTED CLEAN FILL FIN. GONG. SLAB TERMITE TREATMENT SHALL BE :d. ■ BRA-CARE- 4'-6" 2'-9" 13'-I" 9'-10° 3-10" 7, _S'--6�___ I 0 I I I ■ 13 30'X30'XI2' CONC.---- PAD 11/3-15 BARS r.J v I 1 E.W. ON CHAIRS d) 1 13 ¢� II 6B MIN. 3' COVER m C J III ■ ImI 31 DIi r-55 t �■ i�I I ^1 LA////v SLAB DI 2' 4' GONG. L L J F / t — — — — — — — — ---- \ \\ SLAB - BOLLARD -, - -- - \\\\ ■ N.B. WJ4 AS REQ. PERv -5 1/2' DI \\\ 3'-6' 4_ el -Dr- CODE � STUB UP � _-_ F- ],�` " 70 2ND FLR I ..L._OPT. I I 9�_4. � 9,_0" I REF. I 4" V FORELECATO I ■ ISLAND ' PVC I 24'X24'XI2' CONC. CHASEPAD W/3--5 BARS EAU. ON CHAIRS U w DI MIN. 3' COVER d00 I I e $14,1 I � I I ■ o71u I I I 0' W IL EXTEND 0'-0' ELEv. 0 m SA I SLAB 1 1/2' FIN. GONG SLAB X= D I ---� ----- —� woo ■ ■ IN 0 ■ N 7 1/2' I ■ 1 -0 DI F DI Di 3' L F J ro.C.G �qIC 1/2" ■ ■■ ■■ ■■ SLAB 51'% q r-I Ow 4 � J DI ■ L-- — I 1 L NIL — — — DI J ■ ■ ■ ■ ■ ■ 6" 4" 12 -0 _ 20'-4' 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 STH EDITION (2014) 24'X24'XI2' CONC. PAD W/3-S BARS EAU. ON CHAIRS MIN. 3' COVER (3 TYR) 2' VTR 1-1/1 rai-I-Vl•��. .I 2' VfR �-1/2 LAY LA2. 2 3 TUB 3. I WASNER r 2' `RR\ KITCHEN 3 SWC W/ AUTO VENT 3' I Irz r-�---� UP LA 2 2' VTR LAV 2 2 "I SF4 R 2• 3• I a _. TUB I "]y< 3' CO TO MAIN PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE 'S' TYPE ARE PROHIBITED. SECURE STRAP TO UNIT W/ (2) -Sxi 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WB ROLL STRAP R EQUAL SECURE STRAP TO CONG. CONC. W/ C2)-3/I6'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD ® 12' FROM STRUCTURE A R C N I T E C T E 6 Des gn Grou 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.a bdesigngroup.00m AA ih. 0003325 y w 0 V a F C J u SuBDIV ae LOT. SILVERADO LOT 7 BLK 1 PROJECT* 04128.000-07001 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAOIC: FOUNDATION PLAN 150 MPH EXP. B ARCHITECT-. STATE OF FLORA DATE. 10 /21 /16 SCALE: 1 /4"=1' - 0" atls.ET 1 DOWEL PLAN rA R C N I T E C T E-1 6 Grou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX 407-774.4078 www.abdesigngroup.com L AA 4P. 0003325 J Z w 0 0 y O O F. Z EIVHDIV. ae L07 SILVERADO LOT 7 BLK 1 Plton=T# 04128.000-07001 U0DEU 4EHB "2605-HAYDEN" GARAGE STUNG: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B ARCHRECT* STATE OF FLOR D TM 10/21/16 SCALE: 1 /4"=1' - 0" 8HEM 1A SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS SAFF M"rrY 1 OAOS FOR Ir PRECAST A PRESTRESSEO D-LINTFLS C-+_ SAFE LOAD - POUNDS PER LINEAR FOOT TTPE •-C LENGiH fA1S 6 aa¢-» erb•D M]4- O 2'-I0'(346) PRECAST 2231 !K8 4.6 61B »,l e314 Iml91 II!//! 3'-b- l42') PRECAST 2231 ]A•9 Smr9 !1B 4•m5 5b3 rIB Nml 1541 eH54 sns Imbi 1.3le aem5 4'-0' (49') PRECAST 1966 1 2ry ]151 4rm5 SMm NB ,am 1l41 59/rl ell4 1m3, elm, Imll4 IYm! 4'-6' (54') PRECAbT M395 2 2N• » Y'u91 IS )39 l 45x 4400 6214 Ilem! 5'-4' (64')PRECAET Dn 13a 14v ' term !09 abAs ,],! 5'-Im OW)PRECAST Imb2 pe! In9 loll 2mM !tY WI ir21 4lrm 1 lW 61-61(T8') PRECAST 9mb ¢se 123s nl 2m a4em l4M esN ! e36m ,!v smrl (9m•)PRECAST 143 �' 26!] ]2m9 2•!e lr31 l6e5 Ipe m9 ]661 >•v 56s1 b, 9'-4' (112') PRECAST __ . •!! Ilbm a bx5 leo »ra s(ab l+ar ub a !!6] I04-6YI26')PRECAST 415 !15 eM Wl 2me3 nn 2b9 »3r II'-4' e1%')PRECAST 362 eH �' Mb f,23 , aMr 5s2 ISw mK1 I42s I. !¢, +maw D'-O'(144')PREGI9T 33T Sw ev b» ¢5a Pi, 1684 IM, 2M 2B3 ]ees Ie05 %52 9352 1V-4'(1600PRECAST 256 411 nl T% ,% Ibls IB15 wee wa Iw tw I3b 2!b 2M.9 2w! 14'-0'(16H')PRECA9T 219 ,24 tmb lem2 B26 b!1 2¢1 4630 ..] lmw IOm1 P]4 Ibll ]¢, 261m 14'-S'(n6')PaEeTw NR rat N¢ Iw Ne PS'-4'(ISd•) nala NR40 N¢ Hd Iaa ale Ne leQ ,¢ ,Im n3! ]ene I330 ssn n'-4' (2t2a3')Peee NR NA ree N• lee r1e Ne be 30m 5!6 'Y!m B2r b09 bag 2m41 19'-4'(23T)n M NR M H1 Fa! I m ]% Ib l5m Ipll tiei BB Ilb 21'-4- (25*•)r'ImeTM NR Ne NR N1 Ma r♦Q ree tee bm l,m 5Y 815 eu 19% w•e 22'-OY264'1tn�' NR rl1 t� tee lee Iw Ne let b5 m eM »4 tw, me B!! 24'-mr268')Plall4 rt NR lee Ne rae Ne Ne Ne be ¢! I5m I,50 65, ee, IH52 O]2 SAFE UPI IFT 1 OAT15 FOR V PRECAST A PRESTRESSED U-LINTELS <ONf-o 9 SAFE LOAD - POUNDS PER LINEAR FOOT TTPE LENGTH ere-rt elw-I, ew-rc W -2T tw-rt 0..2t eF2m-rc -2 ea2s-R ,-2T Mbrt oL v aF!]-rt sew-2T 3'-b' !42') PRECAST ew! N% 3524 ,99r 5_3 lmml er! xrsa 4 s26 `m D —1 4'-0' (4S') PRECAST Bra 2lm5 9080 3M H,m 5l25 bml! D63 2lm5 loaV SM ,510 5926 smB 4'-6' (54•) PRECAST Ddl 10s0 tlmi !3» ,m4! 4111 5!» L— 2— 9l 4m41 4111 5'-4• (64') PRECAST 1016 nD te3e 33YA !!61 _UIL N]2 Imb nB 22x 2w 33le 3sl 4l22 5'•Im'(lm') PRECAST •M-iM1sl9 !• 4D! !]! Bbl TSl9 3a 4W 61-61(Is,) PRECAST .51 $1¢ w Hml ISM 23MI valelI51 !l (9m•) PRECAST m bI u am m IY14 b24 2 16 24x =1 9'-4' (112') PRECAST ri w 2lmm Sal2 mw b4! rea! ]]N 2He Im'•6'(Db')PRECAST 5M 5 916 Hee —6 n 2.1 >0 63 IIBm wl2 ! tm'!D !ar II'-4' (136')PRECA9T ♦l, W$ m BS M3 ,ea rm1 D .0 r T 12'-0'(144-)PRECAST M 124 99e •!l L'w ,l0 5M 13m2 b 13'-4' llbm'.PRECAST 40 — Na! .2. .bm IB! w 14'•m'(168')PRECA9T Set 24 41e t39 In j Imr! 14'-B'(Il6')P.EB1Re9eE I9 I4, l M3 612 SM _ 6b IBI —.11 IS'-4' (184') PRtBTRE 4 290 96a b rT ¢ tll W n'-4' (2mH'2'IEeTRE 19I ]i3 !a't• Smr 58 l,m r ¢ll ev 1419 19'-4-(232')PaEB IB2 239 9M — 5M b, 141 21'-4' (2%'7'aEBTee6BE W 141 w2 26l I3] ,3! 9m1 9» .21 531 MI 111 w 22'-O'(264')I'REB1M � 9l 22 ]33 2% lye !» "a N2 5N M 24'-mY2SB')n�9,Rs w ¢4 m 2m2 26121 I sB j ,55 1 1 ex SAFE C-RAVITY 1 nAnG FOR A PRECAST. 1"RFCFSS DOOR 114 INTFI S 01a74e•19 SAFE LOAD - POUNDS PEOLINEA 0F7L_ 4'-4'(52') PRECAST WJe49 4'-6' (54') PRECAST w5s �' lm69 159] 9Sbe 49ar 59I, bZ•4 I156 'Jb% e2mb a— embm !a» 1e.9 5'-S' (OW)PRECAST mm Ilb 22,1 2t35 94m2 99M eM ml 45r1 r!e! lBll MN 5'-I0'(10')PRECAST &e e99 b% bmm 2. n4! v1, 31mm w 23R 42p M e 6'-S' (W')PRECAST MI INS 9¢m 5m4e l96 !f» l'-6' esv)PRECAST l% 149e 24% S,x 5149 435 56I3 15e w!0 24% llli Slbl 9'-6' (IOU') PRECAST Y 4M 595 Bbe I»! !t» 4051 3wr e26 BM AFF IIDI IFT 1 nAl1C MD A" ORF('ACT.ul S" RFl:FSC nM]R ILI INTFI R Ca1shGMw SAFE LOAD- POUNDS PER LINEAR FOOT TYPE LENGTH ••b aam-]* wm-P eanr 1 4'-4' (52') PRECAST 5m9 bbe 2 90lb 9»I2 May 5wm .may bbs 2W362 3m% l,51 444! 5wm 4'.6- (!W PRECAST e61 bmb 22v 2v5 3iml eels ,5,! rl W04 22V 24l9 96m1 4]» ,84! 5'-8' (68')PRECAST » ¢69 n9l 23M Ice 39DI 99N b 9 l2M 191 M. ]a5, 33e] M 51•I0'(10') PRECAST •% ¢m Irie nv 2,!! n~ 2Mi 2113 WOO 21Y3 b'•B' (8m')PRECAST 5x l25d — 24 Ll 99] 5- Imem BS gem 2425 2e» 99M 1'-6' (9m') PRECAST 500 142 —4 nb 2b 2961a• 256 gab BY B64 nb! IOU H6l Tyre 9'-B' (II6') PRECAST 9L" mx I lb 5M Im'1] Bpb 2mb 2!!I BEDROOM #2 BATH 8'-8' CL��G./—� OI (( a �� O 0 L-1 ___w LINTEL L— 6 LINTEL SCHEDULE NOTE: THE LINTELS MAY ME SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG: AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED kI I ISTORI I I I BL�E� I I I I CLO. I I GARAGE 8'-8' CLG. PATIO L— 3 L— 4 l2) 30S2-5H bD68 5�D. LIVING DINING ROOM ROOM W-V CLG. 8'-8' CLG. FOYER II I II I II II I II 1 — I KITCHEN V-8' CLG. PAN. I I CLG. r--� 8,_5r I I L--J FLEX 8'-8' CLG. U 36'XI0' TR4N5. I L—s i 16'-0'Xl'-O'OND. O I L-7 -- L-2 ------------ L— 9 4^Wr-44094T4 LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 11'-4' 8F28-I8/IT L 2 4'-6' SF8-IBAT L 3 1'-6' 8F16-15AT L 4 l'-b' 8F24-I5/IT L 5 4'-6' 81=16-0B/IT L b 6'-6' OFI6-BAT L T 5'-10, 8FI6-05AT L 8 - NOT USED L 9 II'-4' 8F16-I125/IT MATERIALS GENERAL NOTES s gere load rdtMMgg bawd rn reUcml daagn amlyNe pr SAFE LOAD TABLE NOTES TYPE DESIGNATION I. r'c B' preaa•t Inks' r 4mmm pal L ___ 11a1 Mrbr b.d and FWtl lobo. I. Slnre nll.d INt.b AC We 6.d ACT Sw w.8,00P l I. All valor beaald on aalnl— 4 Nd1 rtaela+al beerpg. 1. ForC.a] 11 INt.I MIg1Ys not elwn, ve. fs load hen next T MIgFt eFloi.t 2. ne prrV ae.d Ilm.l . 6mmm psl 3. Greut per ASTM C4lb r9 3mmm pal uU ]bxlnlel 3)B NIchI egq.gal6 s B b II MId. •Lep all a• raputr.d. 3. Imblbtbn or Ibtel must ee^1 .1t the areMt.ettaal endbr sVueturel aoeunRlta. 4. U•LNZH• ars ebnuracWed mIH. 5 I/A' notches at Im. rF.e extO surfs. of Ibt.1a Imbued In mlallor eone.ta ma .oalle shall have • eoetl f stucco hard b aaeordanu sorry rg o aPP HtN A9TM C-296 or oths Quad rdt eppr Exuptlau Sere loatle for .rolled INbI• nwt BEE SAFE LATERAL LOAD be reeNeW by 70! Ir brring LelrgN le TABLES FOR LOAD RATMG •Idly. Ims "Not H. For Ilnl.l• I•+gtH not shown, we sal. load non nez' largest I�gUr ehoan Allbads 9. All wfe N Inns o/ pored• per Isver F .FILLED W TH GROUT r U . IeFILLED O¢ANTITY OF 7 eBmR AT U T T� W 4. Don Me•orry Unita (I?UJ Uv ande to accamodate varticel ull minrorc rld rJ b9 a 9ra n9 ( gr Vl K Lintels loaded •Glultensou• IU. verlbal ( dvl beW M d1et1'atl FOR EAOI ADDITIONAL 2. NR . Nol Rated a BOTTOM Ca LMr[L CANTY a P•' AS1Tt C9m ./Holum rot err S.Rat—a t CAST-CRETE Load Oafbctlan Gaph brodlre tpllnl and F,orl2utel (Iataal should for the ooH al ai badlr a .ith the /olb.ln9 eque._ RESFORRSECE0 CM P)LL C� 3. S. bed• are superimposed allpWbb beds. Im. All eefe loads bawd u slnply wippwted 'p aarp..rlve •tr.gth . 19Bm Pal 5. Reber pr ASlh1 A6B grad. 60 for 1b Gn "_ rHaraletlan. 6. Bottom "Old added lab to be located et w bottom 4. Sera bad. W-1 on gale 4m w peels bm ,.w reWr. .pa,t IL The aaww N eh• the Parar0— SF 16 — I B / I T 6. PrrVrel Val ASTM A416 "9 a par Of the INbI aavlt . y 6muod yr 1 bed Amood 1,o—A lead 5 lm R' CLR TYP S. Q 1 rabar ma ba eubetltuled for t.o y Intlleatr the etlllct for de 40 percent r ga Bade 2l0 la• nlaxallon 1. Mortar per A$T C21m type M or 5 1, lll2' tl1eM1b ebe etlrrtpa an meb.tl W the bottu •bel fa ebdwnl-1 and.ore9. Sat. —1-1 bad Bar. hor1-1 bad D. Addltl—I lateral load eapaeAy ad, ba (I) 5 REBAR 4 ratan N 8' INt.b enly b. The drl9n.r nay aLW . epic .te l new addetl rabar. Ezasple T'-6' 1.0 typ. HF32-IB aaf. � OIIAr1TITY OF 5 L REBAR AT TOP ;! - e 8. faH-In-plan eatn.t• may b. prevldsd N epy2oNt. Ibt.l obtalwd by U.e drlgler by Prevlding eddiliaml valor—oaO GI24m or GR6m loads hom the seta bed teblr by gevlly bad . 64T2r•r ./ 15s NORMAL 11EKdlt In Ilea or cyabovth. lel. Be bll at bth. and sF—r et d-sine,, non feu or wpPorL rs&#ctlo412 (25) • 5501 pif 1- MAL �TM A R C N I T E C T 3 6 GDes�n rou Ina Awy LONG WOOD, R 32750 ­ PH: 407-774-6078 FAX: 407-774-4078 www.abdasigngroup.com AA #: 0003325 w Z IY C�2 O 4 w c F O 2 8UBDIV ag L02 SILVERADO LOT 7 BLK 1 PROJECT/ 04128.000— 07001 M0iiETd 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE LINTEL SCHEDULE 150 MPH EXP. B (CAST—CRETE) ARCHITECT: STATE OF FLORDA ..-CLEAR op D,1H DATIM 10/21/16 SCALE: 1 /4"= V — 0" (frot1T SZ�EET 5 REBAR AT BOTTOM I ,dm C4NTY BOTTOM REIN°L L • '' FRONDED M LMTEL tlDtu "ARSE., A R C R I T E C T E 10'-0" 2'-I' 12'-4' 27'-4' PATIO 2 8 15 8 II 2 _- Im 2 kE OVERHANGOF ROOFSH ABOVE SS (2) 3052-SH 6068 SGD LIVING DINING v BEDROOM2 ROOM ROOM I e II a � --- -- a8 — C.V. I I 9 A 9 IR-ISH SII BATH 2 al I LB.W. m E �� (C> 0 O V. .. LAV. i I) �I P UP 91 we f i KITCHEN 2 _ 8'-8' CLG. LBO• 42' H. HALF '_10'I 10'-10" 2'-8' 3' m HB O STOR. WALL w/ cAP r SLOPED CLG. I OPT. STAIR DATA b36— I REF I cn 16 RISERS • 154' C_ = L — — J 3-5H COND. 15 TREADS o 10' -- VBOLLARD d' NOSING V. ARCH _ 45 REQ. PER BLDG. _ 4 -_0 --- -_I3 m--_---,- CODEIn I 8 T GARAGE I e FLEX � s'-e' cLG, FOYER -' I 8'-8' CLG. 0 I TRANS. I6'-0'Xl'-O'O.ND. I -------_-------------� PORCH --- 8--8' CLG. 204 _ 8 -0 _ 11'-4' �I 0 2'-I0" 16'-0" 2'-10' -1'-4" 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 TI-IERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) -20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R3025.1 OF THE FBCR 5TN EDITION (2014) v B s m e m EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-8' BRG. LOAD BRG. WALL UN.O. ON PLANS SQ.FT. CALC. S IST FLR LIVING 1104 50. FT. 2ND FLR LIVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 431 SQ. FT. PORCH 115 SQ. FT. PATIO 80 SQ. FT. TOTAL 3231 SQ. FT. BL - TOP PLATE e H BAR DETAIL e C� B compom lr MD 0-cm Ww Lo" MWWWCIEFM3WC010fM M Opem SMIAIE ZOFE ISD IFH WIND M ROOM MD Tff FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 1 112 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. COM pDL DATE 07I0lh5 WDesien PH: 407-77"078 FAX: 407-7744076 www.abdesigngroup.eom AA N: 0003325 w 2 0 W O 3 2 STJHDIV. as LOT SILVERADO LOT 7 BLK 1 PmoJECT# 04128.000-07001 Itoaar� 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN 150 MPH EXP. B ARCHRECT.. STATE OF FLORA M1 Drmurr w10/21/16 SCALE: 1 /4"=1' - O" SiIEET 2 SPACE BETWEEN THE AND THE WALL SHALL BE 2 1/4' e 36' HANDRAIL a W/ 2X4 RE-INI NOTE: HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMTETER OF 1 3i4'i 2' OR A NONCIRCULER CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 I/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 114'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/0'. B HANDRAIL DETAIL SCALE : 3/4' - F -0' 42• H. HALF WALL \\ W/ CAP (2) LAYERS OF 3/4' PLYUKJOD SECURE TREADS TO STRINGER T AH lJ 3/4' T4G SUB FLOOR OR (1) LAYER9 OF 3/4' SUB W/(3)8 3' SCREWS • EA GLUED SCREWED FLOOR MATERIAL RIF FOR STRINGER UNTHREADED SHAW PER FASTENER SOLID NAILING TO EXTEND BEYOND THICKNESS SCHEDULE OF SUB -FLOOR SHEATHING 10'-0 3/4' 2ND FIN. FLR. --- B \ W-8' BRG. HGT. PRE -ENS. - PLR TRUSSES 3/4' KICK 4 LLL W/ � WALL STAIR DATA: PLATE r Ma x. CAP 16R 0 1.54' _ 10' NosltiG 15 TREADS e MIN. ASH;. STAIRS RISERS TO CONFORM TO FBCR 5TH 10'• 1' NOSING S T EDITION 2014 MN. TREAD.10' MAX. RISER•l 3/4' 3/16' Q z MAX VARIATION IN RISERS/tREADS z QQ ADJACENT TO EACH OTHER 3/8' MAX VARIATION IN ANY RISERMFEAO HANDRAIL 0: 9-2x12 SYP STRINGER Q REINFORCED W/2X4 9PF W — CIRCULAR CROSS SECTION DIA. TO BE 13/4' BEAD OF •-1/4' OR PROVIDE EQUIVALENT SM-FLW/CONT. 14 SUB -FLOOR ADHESIVE �p U GRASPABILITY WINDERS- MIN. 6' WIDE • PL-400 OR SIMILARE • m' NARROW END MIN. 11' • 1I FROM NOTE: EA HORIZONTAL RW Q m . HANDRAIL NARROW END 34' MIN. HANDRAIL NGT. 'ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS. UNDER STAIR � O 1-9- SURFACE AND ANY SOFFITS PROTECTED ON 2 X 4 RE-NFORCINKs 0--- Q THE ENCLOSED SIDE WITH I/2' GYPSUM BOARDS. FBCR 31122 EA 2 X 12 STRINGER SECURE W/12d 6'-8' OG. 0'-0' FIN. FLR 2X4 ATTACHED W/10d STAIRDETAIL SLEEPER INTO SLAB WITHIN S' A�q�e, In•,r.y OF EACH END, 32' OZ. MAX 39'-8• 11'-S" 2'-4° 11'-4" 2'-4" 12'-0' 4 2 1 a05_-Qa / (2) 3052-SH ( �; lI CHASE UPSTAIRS LIVIN BsD'-RNM#G4. BDRM 'GGLLGCs. 8'0 CHASE DBL STUD DBL STUD -4 I "`kkk _I 5._I l_8' BATH #3 42' H. HALF -- 3 LAUN. ! WALL W/ CAP ti 9°-0' 4'-10' M 12'-0" M 4'-0' 3'_4• •8 LAV. I L4 0 2'-4' 1'-8' r--�r--� A —� I OPT. II OPT. I DN. 1 D. II W. 1 + L--JL--J rt1 e Q ry'(4F/ v I sl � 1 y ti ro r— W.I. STAIR DATA �I r--1 I I GLG• 16 RISERS r 1S4' wi i° J 9'-0" 3'-8• 15 TREADS ® 10' +I' NOSING 3-SH _ IR-ISN ? 22X36 _ ATTIC2'-2' ACCESS 6'-6"'^-10' 3 3'-10" O. — 4X4 POST 0 BATH - ------ 4X4 P05T - -° _ CHASE OWNER'S CLG. -' SUITE cLG. � a I BDRM. s'-m• IJ ZQI I ,�3 v yW (2J 3052-SH' DRESS W.i.c 3052-5H 305 _SW 2O40-5H E SS e E 55 TEMP. 6 l 0 0 8'-0. _ 2'_4" 2'-4' 13'_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 x IT EC T 3 �SIL11 PH: 407-774-6078 FAX: 407-77")78 www.abdesigngroup.com AA & 0003326 w C w 0 O O 14 J u SUBDIV as roll SILVERADO LOT 7 BLK 1 P1tOJECT# 04128.000-07001 MODBU 4EHB "2605—HAYDEN" GAP—hG30 SWn40: LEFT PAGIM SECOND FLOOR PLAN 150 MPH EXP. B %TAMPA.,p ARd i�ECT= STATE OF FLORIDA DA 10/21/16 SCALE: 1/4"= V- 0" asEET 3 SHINGLE ROOF FYPON I6'X46' 12 DECORATIVE 6� _ SHUTTER OR EQUIVALENT FYPON I6'X48' DECORATIVE b' RAISED SHUTTER OR BAND EQUIVALENT J. IB'-0 3/4' 2ND FLR -0 3/4' 2ND FLR. BRG. W.T. 0 m FYPON Ib'X62' DECORATIVE FYPON SHUTTER OR BKTIIXII OR EQUIVALENT B EQUIVALENT BANE) r = 10, 3 10'-0 3/4' 2ND FIN. FLR IV-0 3/4' 2ND FIN. FLR. 8'-8' BR's. HGT. �8'-8' BRG. HGT. 6• RAISED BAND m m ®® b' RAISED `T l/B' THICK, 3 COAT CEMENT— BAND (TYP.) - PLASTER OVER GRADE 'D' FELT PAPER BACK METAL LATH V LO V, 4' RAISED OVER APPROVED HOUSE WRAP 1- OR GRADE 'D' FELT PAPER BAND (ED 4'x4' GALV.'L'-TYPE `t 8• RAISED FLASHING SET IN 0 _ BAND CTYP.J ROOFING, CEMENT 0'-O' FIN. FLR. m O'-0' FIN. FLR FIBERGLASS SHINGLES OVER •SO 2x6 LEDGER SECURED _ FELT PAPER ON l/16' OBB. 2 I/4' x 4' LAG BOLT — --- ---- SHEATHING OR I!2' COX W/ 2' DIA. WASHER PLYWOOD SECURED PER 24' O.C. MAX NAILING SCHEDULE 26-'RAFiTER9 6 FRONT ELEVATION .S'-S• BRG HGT._ TEXTURED FINISH LLIS26 W/ (4) 10d'e- TO LEDGER AND (2) 10d'A TO 2.6 JOIST 2X6 LEDGER W/ 1/2'xS'— THREADED ROD 32' O.G. MAX BET IN SIMPSON 2 HIGH STRENGTH EXPDXY 6' MIN EMBED. 1/2'THICK 2 COAT CEMENT - PLASTER APPLIED DIRECTLY TO MASONRY OFF RIDGE VENT OFF RIDGE VENT b 1� PROOF @ S.G.D. iy SCALE: 1/2' 1'-0' 18'-0 3/4' 2ND FLR IS'-0 3/4' 2ND FLR, BRG. HGT. - -� - - - - - - - - — - - - --- - - - BR9. HGT. A e I0'-0 3/4' 2ND FIN. FLR j, 10'-0 3/4' 2ND FIN. FLR 8'-S' BRGs. HGT. 8'-8' BRG. HGT_ ro v 0 0'-0' FIN. FLR - _ h0'-0' FIN, FLR REAR ELEVATION TEXTURED FINISH 3TD. C:4LG8 - OFF -RIDGE VENTS ONL AREA OF ATTIC = 15115 SQ FT. NET FREE VENTILATION AREA REQUIRED = 11300 REQUIRED VENTILATION AREA ISSS /300 5.28 VENTILATION AREA X SQ, INCHES PER FT.(144) = 780.8 SQ. IN. MIN. REQUIRED VENTILATION .5X 760.8 IN UPPER PORTION OF ATTIC = 380ASQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. I N. PER VENT 3M4 /115 O L NOF VENTS REQUIRED • 3.30783 TOTAL AOF VENTS PROVIDED - 4 'AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) A N C x I T I C T a _ Deslan PH: 407-7746078 FAX: 407.774.407 8 www.abdesigngroup.mm AAA: 0003326 W ✓7 w 0 a 0 y 0 A J u SUHDIV. a. LOT. SILVERADO LOT 7 BLK 1 PROJECT# 04128.000-07001 MODEL: 4EHB "2605- HAYDEN" GARAGE 811111MG: LEFT PAGE: FRONT & REAR ELEVATIONS 150 MPH EXP. B ARCFRTECT-. STATE OF R-OMA 9 / I ROLMD A ABOUCHACRA AR NO 93723 DATE: R 10/21/16 SCALE: 1 /4"=1'- 0" BiEcw 4 IS'-0 3/4' 2ND FLR BRG. HGT. 10'-O 3/4' 2ND FIN. F &-8' BRG. HGT. 0'-0' FIN. FLR LEFT ELEVATION TEXTURED FINISH I�6 OFF RIDGE VENT FRAME DO -IN FOR FYF-ON BKTIIXII OR EQUIvALENT IV-0 3/4' 2ND FLR BRCS. W.T. 3/4' 2ND FLR BRG. HGT. 12 10'-0 3/4' 2ND FIN. FLR, 4� h10'-0 3/4' 2ND FIN. FLR 88' BRG. HGT. ,� _ — — 12 — S' RAISED BAND (TYP.) 0'-0' FIN. FLR J,O'-O' FIN. FLR RIGHT ELEVATION TEXTURED FINISH A R C N I T E C T E _ ?Desiivn PH: 407-774,4B078 FAX 407.7744.78 www.abdesigngroup.00m AA #: 0003325 y y 2 F 4 y w 0 IN J SLJSDIV. de LOT. SILVERADO LOT 7 BLK 1 PROJECT* 04128.000-07001 MODET. 4EHB "2605-HAYDEN" GARAGE BWMG: LEFT PAGE: LEFT & RIGHT ELEVATIONS 150 MPH EXP. B ARCHRECT� STATE OF R-CMA 1 V Dw� 10/21/16 SCALE: 1 /4"=1' — O" SHEET SHEATHING TO LAP FRAME TO GABLE CONNECTION 12' MIN 7A -- WA 12 m _ WA5 C MIN 14A WA4 A WA4 2_0• 5 WA1 TYP. 5WA _ MIN. 5 WAl WA - wnz WA ® ® IIE 11 WA WA 14 WA TYP. ®® I FRONT ELEVATION 1111 8" 14' -0" U I WA5 U l5C 2 m 14A NA4 MIN, WAa BA TYP. WA4 WA1 7B WA 7B WA 7B WA II 14 WA TYP. r 1T'�1 � J I I REAR ELEVATION A R C N I T E C T S Design Grou ..r. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com 0003325 w h W 0 G O 4 Lei w 0 F C 9TJHDI\►. a. I,OT SILVERADO LOT 7 BLK 1 PROJECT# 04128.000-07001 MODEIc 4EHB "2605- HAYDEN" GARAGE DWIATG: LEFT PAGE: WALL ASSEMBLY ELEVATIONS 150 MPH EXP. B ARCHITECT STATE Cr— "PR 408 I U U 4A yp 1 TYP. pA NA 7B 7B 7B WA WA NA 7B wnz 116 WA3 14 i4A ITYP. LEFT ELEVATION 4A WA3 12'-3" '.. _ WA _ I2'-3° _ 12_2" TYP. 4 . Al 78 1A 7B WA2 I WA WA L 11 I I wA MIA TYP. I Jw RIGHT ELEVATION A R C N I T R C T• 6 Deign Grou s.! 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 ww .abdesigngroup.com AA M: 0003325 E; y v h F2 4 Cai W F O i eUBnrV. St LOT. SILVERADO LOT 7 BLK 1 PROJECT# 04128.000-07001 MODEL: 4EHB "2605- HAYDEN" GARAGE 8WD9G: LEFT PAGE: WALL ASSEMBLY ELEVATIONS 50 MPH EXP. B ARCHRECT-. STATE OF FLOM 2 I ROLAND A ABOUCHACRA AR NO 93723 D TM 10/21/18 SCALE: 1 /4"=1'- O" 8*rmw 5 D.1 CONNECTOR SCHEDULE°"°'""° SIMPS N LISP i DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER evr•.r w>-rar, rwn rW ien x i ur• . ro w orrv«, x i yr i-M1r, m re:-M1rw CFlKN } z z r • fts am h 1R•-H MM1LrYra,w K,,1°w ors o Vl W-r0�'a�KIM1r io.em (Ise � rr, ra ro uom rwn�wao rs rr, m a«•w. eamerr,wrorxo rven .oao m, w u' o.Maawaw row a+aa+wr r ea°x m.e» w»� ro wm xo urcaxariax rcw srec« n, wn ream, rs.me vro• r. 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Mrrr raacwCwn . nrPs�' urrLos SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R"703.1.3 SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 6 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO Io'-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 6 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO W-0' DBL 2 x 12 6.0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0. TO g'_0• UN.O. 4'-11 1/2' -1--Ill/2- AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 2 x 12 !°2 SYP) l/16' OSB NAIL (3)12d 0 6'-8' O.G. TYP 2x12 BM /HDR FRAMING NOTES: I. 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 -I& 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 d HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN_ 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-126 HAND DRIVES o EA. END. CUT PITCH d BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. -1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. 6.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF, COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12 (B.REFER TO DETAIL 6 SHEET D5 FOR i-STORY INTERIOR LOAD BEARING WALL STRAPS a DETAILS. w FT4I LL I II II II II II H H H H H NNN`�NH II II II 11 II PT 15STO46 ST!2)HXST TO-4 —\ SLABI C T !2) 2XI2 NOR UX2) JACK t STUDS EA. SIDE _ — — =31 LL HUG-41E fillTGE FRAMING PLAN CCA 01/22/16 !2 2X6 LEDGER SECURED W/ I/4' E WASHER s 24' O.C. A It C X I T E C T 9 Deign Grousi�.. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77446078 FAX: 407-774• 4078 www.abdesigngroup.com AA A: 0003325 W Z a cam, 0 F O 2 Sulwiv. do LOT: SILVERADO LOT 7 BLK 1 1pRoj CT# 04128.000-07001 MODEL 4EHB "2605— HAYDEN" GARAGE 8WING: LEFT PAGE: FRAMING PLAN 150 MPH EXP. B—CCA paurr DATM 10/21/16 SCALE: 1 /4"=1'— 0" ElBEET 6 CONNECTOR SCHEDULE U P UPLIFT GRAVITY DES. 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UP TO 5'-0' TO 8'-0' UNDO 4'-11 I/2' 1 l'-11 1/2, 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 (r2 SYP) l/A6' OSB NAIL (3)12d ®6'-8' O.C. TYP 2x12 BM /HDR FRAMING NOTES: I I 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.C. 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 a 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 3-12d HAND DRIVES m EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. -1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. 8.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R30212. S.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. TRUSS TO 4X4 . POST (2) MT5-12 POST TO BLK HTT-4 TRUSS TO 4X4 . POST (2) MTS-12 POST TO BLK HTT-4 y_1 ROOF FRAMING PLAN CCA 04/08/15 TRUSS TO 4X4 POST (2) MT5-12 POST TO BLK HTT.4 TRUSS TO 4X4 POST (2) MTS-12 POST TO BLK HTT-4 A R C N I T E C T E 6 Design Gro so.2. Al N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.cm AA #: 0003325 J F K 0 V W O V IQ 6 O ti 8unD21I. de LOT SILVERADO LOT 7 BLK 1 PROJ)mCT# 04128.000-07001 MODEL: 4EHB "2605-HAYDEN" GARAGE 81IIIID40: LEFT "1�0OF FRAMING PLAN 50 MPH EXP. B-ABS 001 ARCHITECT-. STATE OF FLOPoDA = 10/21/16 ECALE: 1 /4"=1'- 0" SHEET D ELECTRICAL LEGEND SYMBOL DEFINITION NOTES _e 125V OUTLET 20 NIP SFYdE POLE II0V OUTLET II0V CINLM WIREO OUTLET TOO SWITC.1 GPI 110V OUTLET SWIPED WR3RID FAH WTERPTER (TAPPER WS'STANT TYPE) 220V OUTLET I4) WRffi CONiECTICN r¢1 =L-ET ME MTERRF RT �j 9WTC4 SWITCH 3-WAY O'ER W4 SWITCH 4-WAY OPER �_o M0 o ��J L_KaFIT CEILING LIGHT VP VAwroRT PIl�CP \b�) \Q\ RECESSED CNJ �- WALL BGOHCE PAE•WIRED VENT. FAN I OT1 PER 80. FT. VENT. FAH W,LIGHT I CFM PER 80. R. y RITT V PIXIUE rePECa TeD eY eW DER) 4'X1' PLuoRESTCEFItLIGH 1-BJLB WQAP _ 2' FLUORESCENT 4' PLUORWCENT W--n--�.,-� 4• TRA LIGHT O PANEL NiiiiIIIII METER • S.D. enolaT oEreerae �y W MOUMED e4TT_ edCK-IP 5D. sHoOE DETEcroR w-Haaawm eon. eAac-IP uv ® S/CO ceuc 4 noxGwoe SHOD D[TEROR Cq.®O SHALL Q A 016T SHALL eE A THEN I' OF NOT LESS THEN 4' FIOOIT L PENDAM LK:xT 1 AL 6AS I� l/ CUTLET . TELEPHONE JACK � WATER (EATER DISCONNECT IO xE EL�VAIED I I TV.I I TELEVISION IACK I I CEILING PAWLKlRIACCCrpAHCE W/ e0X �WIRCED AS dCJI FOR FLGGD LK cPr. eEclmTr KEYPAD PIS N-eDTTGN FOR 01F'ES Use PCR JO ES: LOCATION OF TV JACKS 4 PHONE OUTLETS r FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRICTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F15CR 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 M15013 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRNG METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014). ALL RECEPTACLES TO BE TAMPER- RESI5TANT TYPE ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014. 5th EDITION R404.1 PRE -WIRED CLG FAN BEDROOM #2 \\ CORD. BOLLARD O AS REO. PER BLDG. CODE METER FIELD VERIFY LOG. IRRIGATION OUTLET • 48' AFF. NG ooM PRE -WIRED CLG FAN r/ 30\\ / \ SWITCH It CABINET \ TO 2ND FL OUTLET - SWITCH FOR DW II \ I— Tb 1 P.B. F GARAGE \ DOOR \ GO 1 / I / 1 KEYLESS M FIXTURE \\ II GFI FOYER \ Ull GARAGE \ DOOR I PREWIRE GARAGE PATIO r GFI �-- II II -c J N w I _ QD I D / I KITCHEN GFI / — PAN. OFF 7 GF REF - IL_44 L 1 \ PRE -WIRED \ CLG FAN \\`_3:� FLEX PB FOR 1 \ CHIMES PORCH I FIRST FLOOR ELECTRICAL PLAN -OUTLET FOR VENT OR MICRO I UNIT - NELU CHART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CCDE'0V HOUSE PLAN:4EHH HAYDEN MODEL LOAD INFORMATION VA 2801 SQ FT GENExAL LIGHTDN2 Y 3 VA PBR SQ " T809 2 20 Al- APPLIANCa CIRCUIT AT IWO VA E.L 9000 1 LAUNORY CIRCUIT 1500 I RANGE AT NA PLATE RATTNG OR COONTOP/OVEN 12000 I wATER r TER 4800 I DISHVASHER 1200 1 CI01'ETES DRYER 6000 1 DISPOSAL SOO 1 WCROWAVE 1800 1 REFRIGERATOR 1200 SUB'ITIT- OF —w ITP3P 10 EVA OF GENERAL LOAD AT 100% 10000 R2NAINDER OF GENERAL LOAD AT 40N 28203 VA x .4 11282 TOTAL NET GF2iERAL TOAD 21282 S.S TON HEAT PUMP (W/ ENw F.'AD+ROENCY HE— STRIP) 21 240 VAS SS TON COo.— 9YSTEx 40 ANP z 240 VA- • F800 NET GE-- W- 2— NET TOTAL HVAC 9800 TOTAL LOAD s0882 CALCULATED LOAD FOR SERVICE 908S2 VA/240 V- 128 AYP 150 AMP SERVICE •woRST cAse scaxARlo - x1GxEST xvAc LOAD USED FOR CAIGUWT20NS.• NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA a 100%, REMAINDER a 35% NET LOAD: 6,94e VA RANGE: 12APOO a 10% 8,400 VA DRYER: 5000 a 10% 33�VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489 / 240 = 18 A 2 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 3 "1 CU, I % CU GND 2" CONDUIT OR PROVIDE 3 2/0 AL, 1 F4 AL GND 1N 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) 150 AMP ELECTRICAL R15ER NOT TO SCALE. COMBINATION SERVICE 110 AMP DISCONNECT SWITCH AND 120/240 VOL GENERAL NOTES: M ELECTRIC METER IN I PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MCB NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 •1 COPPER CCU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY, COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE CABLE TELEVISION' ENTRANCE SERVICE ENTRANCE EQUIPMENT EOUIPMENT INTERSYSTEM BCWDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014) 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A N C N I T E C T Design Grou 1r2G. 1441 N. RONAAREAGANLONGWOPH: 407FAX: 40www.abdeAA#: x ti V y 4O K y 4 F 0 i BXMDIV. as LOT SILVERADO LOT 7 BLK 1 PROJWT# 04128.000-07001 itl ODRU 4EHB "2605—HAYDEN" GARAGE EIT►MG: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 50 MPH EXP. B ARCHITECT STATE OF FLONDA [ 1-7 A AL93723 CRA AR NO DR MA10/21/16 EICALE: 1 /4"=1'— 0" SHEET ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e I25V OUTLET W NIP S E Po E Q110V OUTLET 110V OUTLET OUTLET OARED t0 RRTCN �GFI UIOV OUTLET cn'IPED WASIBtDF�' NTERUPTE 'ER RESISTANT TYPE)TYPE) 220V CUTLET lUU IIE CONNECTION UP EXT. WATERPROOF GROUND AU_ GPI OUTLET NTERRUPTER eWITGH SUIITCN 3•UTAY O^ER $4 eUAt 4-WAY OPER UMLL MOUNTED V LRAUT CEILING LIGNi 1 VP 01 FlOOTi 1, LI a IT � 'N RECESSED GAN WALL SCLlCE F'IAE-WRED VENT. FdN 1 CRI PER m n. V[Nf. RAN uuLIGNT 1 CRt PER SO. R. y RTTT V FIXIUI� <BPEC'8 TBD Br BUI FLUORE9T RES I T 2 OND-BULB UAPAP AR 2' RUOIAESCEtT - _ - 4' RUORESCENT 4' TRACK LK 0 PANEL Eiiam METER 0 SA. eNa¢ DErcaae uULL MOIMED BAIT. BdIX-UP BD. ^JKt� DETECTOR CAI(BON NONO m BdTT. BAIX.IP NTER-COMECTED ® A.J/CO aND2 t>E�CUpe CO'lm WALL EE A DISTN M NOT LESS iIEN 4' PENDANT L-T LIB GAB �. LET TELEPNOIE JACK WATER NEATER To [R eLU?vdTED DI�CT A AIR CONDITION D18C01NECT ❑N. TELEV1810N JACK CER.N BOX REQU O TO eE SUPFYIRTED N ACCORDANCE W BOX ,.BOX Mi4RQ.O AS SJCN FOR CEIL BOX RE-W CEILNG FANA.IGNT TO BE BUPPORIED N ,ACCOI®MlCE WI BOX MARLED AB BUCN FOR FLOOD LICIT OPT. SECURITr a IO!TPAD PB. gIBN•�1TTON FOR CHMES .-�• USB PORT NOTES: LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRICTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION C2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI 0 ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFFI 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 (2014). ALL RECEPTACLES TO BE TAMPER - RESISTANT TYPE ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FBL- ENERGY GCNSERVATION !RESIDENTIAL ENERGY EFFICIENCY) 2014. 5th EDITION R404.1 SECOND FLOOR ELECTRICAL PLAN A R C N I T E C T E 1 6 Design G9 ��D 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F Z V O R 4 O F O s eumry as for SILVERADO LOT 7 BLK 1 PROJECT* 04128.000-07001 HoDEr4 4EHB "2605-HAYDEN" GARAGE SWU40: LEFT PA?PCOND FLOOR ELECTRICAL PLAN 50 MPH EXP. B ARcHnr=CT- STATE OF FLORIDA p DATM 10/21/16 8CALM 1/4"=1'-0" S*Emw 9 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED ALAS SHALL BE CONSTRUCTED OF A VALUE PATIO OF NO LESS 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 161 CLASS I AIR DUCT AS PER NFPA WA 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 GALV. METAL. OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION DINING (2014) MECHANICAL CODE 603.1 LIVING 8' S/A ROOM 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE 0 FROM MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE ABOVE SECTION 403. BEDROOM #2 S. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE I I I RETURNED, TO EQUAL AIR EXHAUSTED. I I I I I2 XS 5. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE -------- ----------I I (-- 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 ----� I } EDITION (2014) MECHANICAL CODE SECTION 601. Q 12XI2 XI3 14X6 I c_v 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. PASS I ® THRU II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. BATH #2 I OI O FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.50 `I' ---- ------------------- C t /\ x I r l I I I I ~ / OI I S IIOR• KITCHEN Ii L NOTE: T ALL HvAC TO HAVE PROPER O _ _ PANS W/ DRAINS a r PAN, ATTIC-- CEILING-,-- I COND - _� _ _ _ -—...=_: JL J �O O EXTERIOR WALL I2X8 PLENUM -- - T y AIR RETURN S' S/A SUCTION AND LIQUID FROM / 1 AIR SUPPLY y REFRIGERANT LINES ABOVE I / AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE I I FLEX FOYER I EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB I T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT _ ��� TRAP DRAIN LINE AND TERMINATE GARAGE _ IN AN APROVED DRAIN, AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE -1 SECTION 31112.1.1 PORCH HVAC DRAINS--------=-i 5CORIATED NICKEL BRONZE FL. PL. BRASS PLUG I - 1 I I INSIDE CAULK 1 FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE S240-K JOSAM 56000 SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC !v. SEE oITE PLAN FLOOR SLAB CLEAN -OUT (TYPN ) ItP FIRST FLOOR MECHANICAL PLAN COUNTERSUNK C.O. PLUG i 6 SEE SPEC. FIN. GRADE\ OR PAVING---� I•. FITTING OR I EXTENSION TO SOIL �-.- L OR WASTE AS I REQUIRED I 1 � -------' --'y/` SEE SIT nEXT. GROUND CLEAN -OUT (TYP. ) �"� NTS SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT "IT WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) "1 114' SPIT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD 0 12' FROM STRUCTURE LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE= SUPPLY TRUNK - - BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBI-) O CEILING EXHAUST FAN CEILING EXHAUST FAN a LIGHT O/A OUTSIDE AIR © THERMOSTAT m PASS-THRU AIR GRILL 6 Design Grou Inc. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 F w y 0 a w C F 0 x BVHDIV. Ae 1, SILVERADO LOT 7 BLK 1 Pit0imCTp 04128.000-07001 MODMIA 4EHB "2605- HAYDEN" GARAGE alrma: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 150 MPH EXP. B ARC inECT: STATE OF FLORM ROLAM A ABOUC 93723 CRA AR NO PRINT DATIM 10/21, SCALE: 1 /4"= l'- 0" 8FIEET 10 A R C N IT EC T$-I 6 Design GrOu .ne. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA tl: 0003326 F W h V O Ci rn C F O F aulwiv. a. LOT SILVERADO LOT 7 BLK 1 PROJECT* 04128.000-07001 MODEL: 4EHB "2605—HAYDEN" GARAGE 811M s: LEFT PTPCOND FLOOR ECHANICA PLAN 50 MPH EXP. B mcHrmcT- OMA SECOND FLOOR MECHANICAL PLAN STATE�FLA DAM 10/21/16 SCALE: 1 /4"=1' - 0" SPIFFY [U 7 Reese VERTCALLY YY COIC. F CELL f SEE COD! FORD FCR eDlidrlGN R-vdLuee TD01RlD FbMll L Y e• C!'el - � J = UU�� M' G1T. W.. DD. bD YDDD DAeE ECOR P.1. DT. PLATE TO Cat YV 1/Y](M' AHCNOR DOLT w T' u4B11ER l• ERXD. nH . 9]' OG nA% aCCU1PE P.T. DT. PLATE TO SLAM 1 V}•](YD' ANCHOR DOLT YY Y uY1DlR l• !I'@D. nUL . N' OC nAx ta ElL1PE P.T. ei. PL TO SLAM YI/ r9) lari nA901M NARK a N' OG, 1'1AX ,' THIOC Lamm PoI . SB DAYS CdIC, SLAM REEpORLED YY PLR I' N�RIG� " "'""" REM. BV bkb' WAMRAm W W CN _ b-F1E POLY EIHYLlNE ARM DARDCR OI a• TIIIEA OPdGI[D CLEAN PLL T!Il11R ^ U iREATYEiiT SHALL DE DORA-CARE r V'J RIDAR ON CHAIRS THICKEN EDGE 4 4' CCNC. RlM. YY a16' WA)mBM {' CLRO.ICM. W bL' Wt011M IIYM - •• • e {' CPC- RCM.IW iS6' WA%DM W W W 4' CONC, REM. W/ OYb' WA)m1M Wn m'•m' Pe. V REBN! (TYPJ °' x.ALl: Vt'•I'-m' C ® Q _ WM ON b-ML POLY EINTLHNE AF1OR DdRRIER ON YELL•WPACTED CLEAN FILL ON b-n4. POLY ETHYLENE vAKie C HILL M WCl-COE• WA.L CLEW � RILL Tlgntt! lIB!ATNeIT &TALL K l L .L- lTHYLeN! VAPOR DAR•CR f ON W ,ENT iPACTED aE.ml FILL ER11TE � llelAIYENT BIIAI.L D! DCR4-CAR! QJ •-MIL POLT ElHT1.EM VAPOR E FILL TER ON IMATP10,1T ED CLEAN FILL TERMITE TREATiENT DHALL DE n �.. CR LNN'FER / - • n ERMT! TIIEdII-piT DIALL @ • eOBA-CARE T ,- ",14 (S) S RIDdR CN P1Atl� m DORA.CdAE _ n]v lease oN cwARn A .'m. ° (N S 18DAR 01 CHABiD DORA-Cr11E � n[s REeuw al codes '^ I// - ww J •e Ed 4• IE4•.4. n' nIR DELOW aeedDEJil > I r COHO. REM. W/ b'xb' WAbl1AD LLW1 aN •-MIL POLY lTIIYLENE VARM GJJOtllR aH TPOL-COTAOTED CLEAN 4 FILL lEl•Y11£ 1REATTEtR 91HdLL BE 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING -- °°"A""� GARAGE STEP-UP n W/ BLOCK WALL 1 BCALl. N'•I'-0' %SAT L.B.W. (W/ UPLIFT) F. eLALl: VI'.Y•m' �� AT LB.W. �.' SCALE: li2'•I'•0• AT L.B.W. W NO -UPLIFT 2 aDALE: VM.I'-m' STAIR DETAIL ��� NON -BEARING 3 ecxe, r.r-m• E��, BIUDE b• OL. MdX (U •e REeAR VERTICALLY LLI/ CONC. � POAe CELL a Ut' . FEAO O GAIeA(E VARES WTN SLOPE aCCIS� P.T. DT. PLATE TO SLAM OV In'%a' ATHCHOe DOLT YV S' WYBIER l' m EI`lED, nK • N' a MdX rc 9 _ • " e ,' CONC. RCM. W bS:b' WAMYAm W W O.V YELL-COFt4CTED 0.CA+1aEAN TElFYTC TIEATMEM DIdLL DE a N' • TA6 f..dRAfE VMDFa WTH SLOP¢ aEC P.T. BT. KATN TO SLAMYI/ YT'%E' ANCIIJR 00.T tlV ]' W YDER l' @LlD. M!L . N' OC MAX O' • •• ,' CONC.IIEM. W 651m' WAXa.10 WW` O_FE.I—Y ETHYLENE VAPOR £ RILL TERHIT! —A—.' SHALL EE V FU •MEAD LOt a.HeAGE VARIEa WTN SLOPE 9ECWC P.T. DT. PLdIE TO SLm YY MdeOTaer IWL . N' OC. MdX e 4• CONC.ICM. YV b'rb' LLUJd/Am LLIW OH b-nIL POLY ETHYLENE VAPOR C FILL TERIITE TRE—IT MALL DE 5 10' •HEAD VAREe WTH SLOPE 6E011! PJ'. MIT PLATE TO SLAM YY ndewa¢Y NA0. . N• oc. rux L > 9 • A 04 bH'11L POLY lTHYLENE VAPOR EXI@D!D SLAM 10' Dam IEIYWT VAREB In• ReCEee Pdt BDtvICE DR -LY ETHYLENE VAPORPOLY m 77--1ER- W!LE4FILL • - .IREdT'1HHT SMALL DE Z f LL e• CA! V L lE o 0 aa® /EYJH! VARIES ETHYLeNeLDAIeeER PILL TI RIT TTEATMENT a L DE FORA -(:ME m U BOtA C[FE FORA CARE �R QI CN41PH ON CHdflM — _ [E] D RGDAR ON CHASES (t] 9 RCGAR OH GIAXeB n .L"l '+.----b `f3J •! RIBAR GI CHAIRE ^ � f r2" REBAR OI CHAeea ^ 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. 6 2-STORY LB.W. 6A W NO UPLIFT 68 (,L.B.W. W NO UPLIFT �" � SERVICE DOOR �1 AT GARAGE :I�•.•- SCALE: I/7•.I'_p• SCALE: 1/2'•I'-0' SCALE: 1/e'.I'-®• � 1 TS•:�� fN IEE.R vERTYCALLY �i YU CCNC. FKTR CELL 8' Cnl Ole® KIOa[I VARIH = rt CONC. REM. YL 61W' WA)dI.HAm YP]]'I ON 6-I'lIL —Y ETHYLCNE (I) RlBAR VERTICALLY YL CCNC. L SEE DtldiY dOE FORD FOR FELLATION R-VdLIEB 1lXT/RD FNpaN L Q £ VAPOR DARER CV WiR,ETE ACTED DEAN FILL m O 1!R•TC TRlAIMWT BIHALL DE — BCRA-CAFBi Q f [S) REBNe OH OHdIRD J�jp GRADE 4' CONC. REM. W b'K' WA)eDAO Vlln b L F'OLi+ DE' ' RECEEE FOR � eGO. TRACK � WSH BOOR i - tt RECEEB FOR a 0' 4AIe.YGE DOOR •Y ` CONC. REM.VY _ VARIES .y. U E J Z O' GYP. YL. EMT. O WTOp DrL9E m O 4 'CONC.IbHALL FILL TERATE TREAT T � DE 9 RIDdR W CHAPN b POLY CTHYLENE—FILLL T11EiTMlNT eHdLL DEEBORA{ARE , [3 L14 � I.-0• _k rUS11EDARd CHARS •, a �a tl E. �\� .✓� T�� ���, ��//iT����,i . � ��i�i�i,?��ia�i��������i �.� 2—STORY FOOTING 2—STORY FOOTING A AT GARAGE SCALE: I!1'.I'-0' CONCRETE PAD SLAB AT S.G.D. 10 ec.ALe. YM'-m• GARAGE DOOR FOOTING 11 SCALE: 10'•1'-m' ��SHOWER RECESS FOOTERS 1(.. aDALE: I'.I'-m' �1W/ BLOCK WALL 1 J SCALE: IQ•.1'_0• _�—c.wuc Aro eEx TIE VERTICAL HIlV A TO HOR—TAL awurED eao EEAn VARIES PER ELEV. - -- - - - -- -�- - I J' PVC xCl�-E FOR GAe LEE 9 m'-m' FEL 0.R PoD� W �• �K L TR ���� PoDAM _ TO HORZORAL . _ PCIeED LMEL COeT. [TTJ a' LMY FILLED CELL IT— 6.1 r N• DRTYAALL BABE EI!'\IIED BOD BEAM _ _ J� AFIRE PER ELEV /k � � Y C REBAR YV YY 1ETOIC _ /, gRIEa f4R ELEV. � _Y—__. be WdLL FRN•1WG Q [u$'X'I• ANCHge Gaff ({]lf'XI � ��_ L C A GIYJnTCD DOD BEAM � Lf J-BaTO MeL a' EnElD'EM YV SM'%IA!• �LL�L.L YWSHER AND ,ID 8P1®T NE -ITS LOOK TO 11 BL'edri 9Ei M JOWTB p FIL - SOLID 10PLLFHG (ELlEVEFI ANCHOR EH 60Lm F•CiR ACCEPTADLE PETKYIT) I-aTwer (t) REBAR W PHAIIPE �_- — _ NOT USED EXT. /INT. FRAME WALL TO BLOCK WALL CONNECTION GAS LINE THRU BLOCK T (-aTORY 9) �i REBAR QI CHABe9 _ 14 �� 1J xAL6 In•-r-m• 16 'I•'I� U �i AR KMICdLLY REB ( LLV COY. ParR CELL BEE ENERDY CODE FORD FDIe NDLATMTN R-VALEiB 9• CfU wooD 1 B ,• GONC. REM. w bb'vEAwuAm MET d Vo oN b-wt PaT ETHrtENE vAPa¢ Ltt FILL MRON TREATTOIPAOTlD 0.EAN . a`l FILL TERMITE TREdTIENT ENdLL EE r m Saw -CARE I - R 0.EANOlIf REOURlD - IQe tJBPERIOY - e ___ 0'-mq FK0.R _ TIE VERTICAL REfiAR t �Hocac - -" L QEANWt REGWRED _ FOR F]SPoCTOH - Jim'-0_FM. FLR Y - TIE vlRTlr., RceAR T uv •xlwac J eTIml.EEPoin's9D�cD. nw _•I,. i nI IffBARa1-aTaar L u ,IA. [S) 9 REBAR . t-aTCRT OUTae>E REBAR TO EE (I) T VEM. DOYEL LAPPED YF BOO DEAn z L b' PK BABE TIIIUI FOOT— �n�[� �� ,�_ {' COFIC. REM. W b'W' WAMRAO � �Pa� cONTBuab � [U9 REMR AT CORERS _ - VAPOR DNFR1lR ON ETNTLFIE a'• WiL-CO•IPACTEDCLEANFILL 9NdLL DE ' _ L SY I-aTORY < m� rvs—o+cHARa HORIZONTAL/VERTICAL DORdLAIffdTI•pR -!•�M-Al 4 [3 REBdR OY CIMII¢9 HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH ��1 REINFORCING �1BEARING CHANGE SCALE. W %1 OMITTED DOWELS n E: REBAR LAP AT FOOTING B xxE: vA••Y-m c AT LINTEL CORNERS 1-STORY FOOTING D W BLOCK WALL �''�`- U- ALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 ARC ITECTE" 6 Design GrUO,22. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 A y w 0 L> a h O F O Z I rS DIV. & LLVERADO LOT 7 BLK 1 ECT� 04128.000— 07001 UODEL 4EHB "2605—HAYDEN" GARAGE IRVING: LEFT PAGE: MONOLITHIC FOUNDATION QDTLS/SECTIONS 50 MPH EXP. B STATE OF FLORIDA DATE: 10/21/16 SCAB: 1 /4••=1' - 0" 8*1mmT D1 SECURE 2x6 MIN. TO BLK W/(2)V ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. SECURE 2.4 C FLAT TO BILK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (3) VX8' J-BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XI'e WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HIM IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK a CENTER OF DOOR HEADER W/l11 J$'X8' J-BOLTS 4' EMBEDMENT W/ 2'X2-1cV WASHER AND NUT GARAGE DOOR QQ BUCK ATTACHMENT SCALE: 1!1'•I'-0' 2X4X4' SECURE TO TRL95 W/ 3-12d OC. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TO BLK W/ META-16 7 2'" EXTENSION ® OPT SERVICE DR. SCALE: I/2'•I'-0' 2X4 SECURED TO GABLE END W/(2JI2dAEA. UPRIGHT 2X4 SECURED TO KW25:,,' -2x4 BLOCKING-30 EAEA RAFTER RAFTER EA TER -2x4 RAFTER e 24' OC. 4 FRAMED OVERHANG Nrs. 8 NOT USED jJ] HEADER SIZE PER [Tj SPAN CHART. DOOR/ WINDOW OPENING PRE-ENG TRUSSES W/ TRIM CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a IW OC. MAX 6 MPSON LSTA-12 a EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS a 16' OC. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J. 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 e A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SP4 OR H5 a TOP AND BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. 514EATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK I'-4' MIN, FROM 2ND TYP. EXTERIOR WINDOW/ DOOR FLR LINE. i�OPENING WD FRAMED (W/FLOOR TRUSS) 9CALE: IR'•I'-0' FASTENER SCHEQULE ROOF DIAPHRAGM USE 1116. OSB. OR I/2' COX PLY WITH 'S RING SHAH, GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND '8 RING SHANK GUN NAILS AT 6' OC. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE'8 GUN NAILS s 4' O.C. EXTERIOR SHEATHING USE 1/16' O.SB. OR I/2' PLY WITH '8 RING SHAH, CAN NAILS AT 6' OC. AT PANEL SIDES AND '8 RING SWANK CAN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND '8 RING SHANK GIN NAILS AT 6' OC. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. ITERSILE STIR TOP CORD BLOCKING AT 4' 8d ROUNDJ'IODIFI 2 3/5, J13 I10000 OC. MAX INFIRST 2 FRAMING OR T NOTE: NAILS TO BE MFC BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION i, 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETE T 3. 16 TO 20 RAGS PER INCH 4.O-2W INCH FUL ROUND HEAD DIAMETER 5. 2 INGH NAIL LENGTH ROOF 6HEATHING LAYOUT AND ENDWALL BRACING FOR r%ABLE END FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING� �— m LBUILDING LENGTH 1 STIC NCK BUILT WALL DETAIL SP8 a EA STUD TOP 4 BOTTOM PRE-ENG TRUSSES W/TR1SS CONNECTOR UP TO '1000 UPLIFT DOUBLE TOP PLATE SIMPSON MSTA-24 a EA JACK 2x8 STUDS a 16' O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN I' OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE (2) STUDS, (2) JACKS a EA SIDE OF OPENING JACK STUD ASSEMBLY TO BE SECURED ONE FLY e A TIME. USE 12d NAILS, TWO WITHW 6' FROM EACH END 4 NO MORE THAN IVOC. STAGGERED WINDOW SILL W/CRIPPLES 16. O.C. I' DIA ANCHOR BOLT AT 16' OC. MAX WITH T' EMBEDMENT AND 2' DIA WASHER SIMPSON MSTAM-24 a EA JACK, SECURED W/(3) W X 1 3/4' TAPCONS TO CM W/MIIN. 2' COVER 4 2' APART 2X8 P.T. BOTTOM PLATE 5 WINDOW OPENING ® 2-STORY WALL NAILS • a' OL. ��-'e rzIN OP : BOiTq'I 5 {Q 3 / ` TYP. EXT. SHEATHING ATTACHMENT FOR WALL SHEATHING (OSB TO BE STRUCTURAL GRADE) NOTE : TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (09B. To BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT a OPENINGS t TRUSS T/16'4/8' 2X4 BTMPLATE PLA 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. 1/16. OSB. 1/2' A.B. W/ MIN. 7 EMBEDMENT LOCATE 6•-8' FROM ENDS AND 32' O.G. MAX. TEXTURED FINISH MTS-META-16 32' O CMU WALL �'8 RING SHANK GUN NAILS e 6' OG. IN FIELD KNEE WALL DETAIL 2 TO BLOCK SCALE: 112'•1'-0' 2. TO BLOCK - 'TAPCONS OR 'IN 4NK SIZE J45) BED. I i') OF EACH D IV O.C. MAX'-� . SHEATHING OR PLYWOOD _L o'\ ARCH WINDOW FRAME SCALE: I/2' • I'-0' TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OSB. TO BE STRUCTURAL GRADE) 'B 2' DECK SCREWS - 6'-8' OC. MAX a EDGES 4 IV OC. MAX IN FIELD. UNTHREADED 514AW TO EXTEND BEYOND' THIC404ESS OF SUB -FLOOR SHEATHING TYP. 3/4' T46 SIB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS A SECTION PRE-ENG. TRUSS DEL. 2X TOP PLATE 1/16. O.SB. 2X BLOCKING a TOP OF m T/I6' OBH. 2X STUDS 16' OC. MAX. 9 2X BTM. PLATE 3/4• FLOOR DECKING i PRE- ENGINEERED @ FLOOR TRUSS 2X4 a TOP 4 BOTTOM CONT. HETA-16 BLK WALL (DCONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK TO 0SU5. HAT ORIZONTAL FDCNLFMETEROFOBBTO PR7VICONTTA PATTERN O REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF I6' FROM SHEET BELOW 05 INSTALL ALL SHEETS WFACE GRAIN PARALLEL TO STUDS 9 EXT. WALL SHEATHING SCALE: I1'•I'-0• AEC N I T E C T E Design Gr u 1. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.can AA k 0003325 F W h W V y F2 4 K c� H W 4 F C O F. F-sumomv. & LOT SILVERADO LOT 7 BLK 1 PROJECT# 04128.000-07001 MODE & 4EHB "2605- HAYDEN" GARAGE STIMO: LEFT PAGE: MISC. DETAILS 150 MPH EXP. B ARCli STATE OF FLORVA DPUNT A 10/21/16 EiCA*-" 1/4"=V-0" Ei D 2 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R905.2.1 ON 6' 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 EMBED. STRAP VERIFY W/ TRUSS PLAN % THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I rI iEE ENERGY CODE FORMS :OR INSULATION R-VALUES ' GYPSUM BOARD OR %' HUG' ITRENGTP CLG. BOARD :ONC. FILLED LINTEL ELK W/ 1) 115 REBAR CONTINUOUS PECAST LINTEL IEE ENERGY CODE FORMS OR INSULATION R-VALUES IINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS eT 16' O.C. S' CMU 1/2' GYP. WL. BD. WOOD BASE 1-STORY 1 BLOCK WALL SCALE: 3/4' = I'-0. 1/Irc' O.S.B. OR J' CDX TYVEK BUILDING WRAP .FORTIRBER BLDG PAF -GALV'D MTL. LATH -1/S' TEXTURED FINISH o WOOD -Ys TO 5/B' MID WALL WEEP SCREED z.4 E J 8' CMU 5/8' TEXTURED FINISH o MASONRY WEEP SCREED DETAIL C WOOD TO 2 L V n L kJ 1V 1V a' CMU Yd DRYWALL FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON I6' O.S.B. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -SAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.) 6 O.S.B. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET 05 1/V 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 S' O.C. MAX SECURE 2x6 PT. PLATE TO BLK W/ %'xW ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. A 32' OC MAX. 5/8' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I'X4' OR 1'X2' P.T. NAILER 1.4 P.T. OR N.•X4' MIN SECURE ❑ TIM FRAME ( EXTEND I-Y• INTO BLOCK W/ %' TAPCONS OR DRIVE PIN MIN SHANK SIZE .I45 MIN. MEAD SIZE 300 ❑ MIN 4 E WITHIN INEMBEDMENT 8'OF EAII END 4 IB' OL. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 SCALE: I'.1'-0' 2X4: CM SECURE TO BLOCK W/ 34- TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MR EMBEDMENT I Y.') WITHIN S' OF EACH END 4 IS' O.C_ MAX SPACING. 2Xb: CEO SECURE TO BLOCK SECURETAPOONSTO PIN DRIVE PIN (MIN SWANK 912E J45 MM. HEAD SIZE -100 MIN EMBEDMENT I Y•) WITHIN 6' OF EACH END 4 IS' OC. MAX SPACING. a' CMU 2x8: ® h' DRYWALL SEOJRE TO BLOCK W - TAPCONS OR DRIVE PIN I'X4' OR I-XV P.T. NAILER (MIN SWANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I ATTACH TO 2X R PE WITHIN 8' OF EACH END 4 E B' OL. MAX &PALING. NU MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +1-1/2" B WINDOW TO BLOCK +1-1 2" SCALE: I'.I'-0' 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRL IS PRESENT PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE m° W/ (2) 12d's a EACH TRUSS TYP. TO BE INSTALLED 6 MID. O.H. POINT OF TRUSS SPAN, OR I0'-0' O.C. MAX. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONIC. FILLED LINTEL BLK t (1) j15 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U 05 REBAR VERTICALLY W/ CONC. POURED CELL 4 Ix2 P.T. FURRING STRIPS a Ih' O.G. 8' CMU 1/2' GYP. WL. BD. -- WOOD BASE 1-STORY GABLE 1 A BLOCK WALL SCALE: 3/4' = I'-O' FIBERGLASS SHINGLES — OVER 030 FELT PAPER INSTALLED PER FBCR RS05.2.1 ON 6' O.S.S. SHEATHING OR 2 CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE- 2x4 OR 2x6 SUB -BAND — PER ELEVATIONS VENTED ALUM. SOFFIT — STIFFBACK AT ALL UPRIGHTS OVER 4'-I0' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.)— ' O.S.B. SHEATHING OR 2 CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET 05 1/0' 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) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's S' O.C. MAX SECURE 2x6 PT. PLATE TO BLK W/ J'x9' 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 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT / PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 126's a EACH TRUSS r_m° TO BE INSTALLED 6 MID. POINT OF TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. aH. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH CLG, BOARD 2x4 NAILER 2x4 6 24' O.G. 9 INTERIOR KNEE WALL CONC. FILLED LINTEL BLK W/ 0) "5 REBAR CONTINUOUS DIRECTLY TO MASONRY - \ pL'� z m0 1—STORY GABLE W/ VAULT CLG. Uj_Bfp� BLOCK WALL SCALE: 3/4' = i' - O' PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 65 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 6 16' O.G. S' CMU 1/2' GYP. WL. BD. WOOD BASE NOTE: PER FBCR 5052.1 - 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 II, ASTM D 4869 TYPE IV, OR ASTM D 6151 2X4: ® 2X4: ® 2X4: CM SECURE TO BLOCK W/ SECURE TO BLOCK W/ SECURE TO BLOCK WA,*O TAPCONS OR DRIVE PIN TAPCONS R DRIVE PIN TAPOONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN -SHANK SIZE J45 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 1+00 MIN. HEAD SIZE 300 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN S' OF EACH END 4 MIN. EMBEDMENT I Y') WITHIN S' OF EACH END MR EMBEDMENT I Y,) , B' O.C. MAX SPACING. 18' O.C. MAX SPACIN@ 18'G M� ePACMG 2X6: ® SECURE TO BLOCK W/2-4.(' iAPGONB OR DPoVE PIN I 2X MUST NOTE: OUTSIDE ON OUTSIDE (SECURED 2X6: ® SECURE TO BLOCK W/2-A(.' TAPCONS OR DIVE PIN ❑ NOTE: 9TRUGtUR4L 2X MUST 2X6: ® SECURE C BLOCK WA-1/4' TAPCONS OR DRIVE PIN ❑ (MIN SHANK SIZE J45 TW THROIYaW NON-STRUCTURAL (MIN sw4w SIZE .145 BE ON OUTSIDE 4 SECURED (MIN SHANK SIZE .145 MM HEAD SIZE 300 4/(n' TAPCON MIN, I-Y' MMM. HEAD SIZE 300 THRCUGH NON-STRUCTURAL MIN HEAD SIZE 300 MIN EMBEDMENT I Y') EMBEDMENT INTO BLOCK MIN EMBEDMENT I Y') W' TAPCON MIN I-V MR EMBEDI•IENT I Y,'1 WITHIN 9OF EACH END 4 cmWITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 9' OF EACH END 4 I8' OL. MAX SPACING. K' DRYUMLL 19' O.C. MAX SPACING. s, CMNU 18' O.C. MAX SPACING. 2>16' ® I'X4' OR PXI' P.T. NAILER 2XS' ® )S' DRYWALL 2X6' CEM SECURE TO BLOCK W12-)W TAPCONs OR DRIVE PIN N�' 09B. X 4• MRL SECURE TO BLOCK W12-4W TAPCONS OR DRIVE PIN 1'X4' OR I'X2' P.T. NAILER 'SECURE TO BLOCK W/I-I/4' TAPCONS OR DRIVE IN (MIN. SHANK SIZE .145 DOOR CASING MIN. SHANK SIZE J45 DOOR CASRG (MIN. SHANK 912E J45 MM. HEAD 912E 300 DOOR JAM OR WINDOW MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN HEAD SIZE 300 MM. EMBEDMENT I V) ATTACH TO 2X PER MIN EMBEDMENT I4') ATTACH TO 2X PER MIN EMBEDMENT( WITHIN S' O= EACH END 4 B' OC. MAX SPACIW- MANUFACTURES DETAILS. WITHIN S' OF EACH END 4 16' OL, MAX SPACING. MMJIFACTURES DETAILS. WITHIN 8' OF EACH END 4 EN Is, oz. MAX SPACING. NOTE. SHIM As NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-15/16" r� WINDOW TO BLOCK +1-15/16' L' / SCALE: I'.I'_0• 2X4: CM SECURE TO BLOCK W/ 9(N' TAPCONS OR DIVE PM (MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y,) WITHIN S' OF EACH END 4 IB' O.C. MAX SPACING. 2X6: CEM SECURE TO BLOCK WR-V NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN ❑ BE ON OUTSIDE 4 SECURED (MIN SHANK SIZE J45 THROUGH NON-STRUCTURAL MIN HEAD SIZE 300 ;W TAPCON MR I-)'W MIN. EMBEDMENT I Y'1 EMBEDMENT INTO BLOCK WITHIN S' OF EACH END 4 S. CMU IB' OC. MAX SPACING. Y' DRYWALL 2X6 ® I'X4' OR 1'X2' P.T. NAILER BEOIRE TO BLOCK WR- TAPCONS OR DRIVE PM I' P.T. X 4' MIN. (MIN SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT I V) ATTACH TO 2X PER WITHIN 9' OF EACH END 4 IS' OC. MAX &PA GING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4' D SCALE: NOTE: $HIM AS NEEDED TO PLUMS JAMB (DO NOT EXCEED )'W) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" SCALE: 2X4: Cin SECURE TO BLOCK W/ 4i6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE 145 MR HEAD SIZE 300 MIN. EMBEDMENT I Y-) WITHIN S' OF EACH END 4 IS' OC_ MAX SPACRY NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 2X6= ® i(' TAPCON MIN. I-Y' SECURE TO BLOCK W/2-14- EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145 a a' cm MR 1 EAD SIZE 300 )$' DRYWALL MMIR EMBEDMENT I Y') WITNM S' OF EACH END 4 I'X4' OR I'X2' P.T. NAILER 18' OL. MAX &PAGING. 2ND 2X SECURE TO 2X8: ® STRUCTURAL MEMBER W/(2XId SECURE TO BLOCK W/2-% WITHIN 0' OF EACH END 4 6' TAPCRONS OR DRIVE PIN TO e' OL. MAX (MIN. SHANK SIZE J45 DOOR CA81NG MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I Ys'1 ATTACH TO 2X PER WITNM S' OF EACH END 4 IB' OL. MAX SPACING. MANUFACTUES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAI® (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3" ��1 WINDOW TO BLOCK +3" SCALE: NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL V TAPCON MAN. I-YO EMBEDMENT INTO BLOCK w CMU Y' DRYWALL PX4' OR 17O' P.T. NAILER Y.' O.SB. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7 16" G SCALE: I'.I'-0' 2X4: CM SECURE TO BLOCK WN' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE 145 MIN HEAD SIZE 300 MIN EMBEDMENT I Y') WITHIN S' OF EACH END 4 IS- OC. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/1-I/4' TAPCONS cm DRIVE PIN NOTE: STRUCTURAL 2x MUST (MIN. SHANK SIZE J45 BE ON OUTSIDE 4 SECURED MIN HEAD SIZE 300 THROYH NON-STRUCTURAL MR EMBEDMENT I Y.') V TAPOON MIN 14" WITHIN B' C : EACH END 4 EMBEDMENT INTO BLOCK 18' OC. MAX SPACING. a, GMU 2X5: CS= Y' DRYWALL SECURE TO BLOCK WA-1/ R4' TAPCONS OR DVE PIN 1'X4' OR I'-' P.T. NAILER (MIN. SHANK SIZE .I45 1' P.T. X 4- MIK MM HEAD SIZE 300 DOUR CASING M R EMBEDMENT I Y4') WITHIN S' OF EACH END 4 DOOR JAMB OR WINDOW IS' OL. MAX aPACING. MANUFACTURES DATTACH TO 2X ETAILS. NOTE: SHIM AS NEEDED TO PLUS JAMS (DO NOT EXCEED W) DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3/4" SCALE: A a C Y I T a T Desil�n Grou ine. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngn2Bp.com AA 8: 0003325 F h m a w y 0 F a c 0 T: 2 SVBDIV. d¢ LOT SILVERADO LOT 7 BLK 1 PROJECTS/ 04128.000-07001 MODEL: 4EHB "2605-HAYDEN" GARAGE STUNG: LEFT PAGE: MONOLITHIC 1-STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHITECT: STATE OF FLORIDA 2 DRMA10/21, SCALE: 1 /4"=1' — 0" SKEET I3 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON J' O.S.B. SHEATHING OR i' COX 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 J' —J COX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/8' 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. e TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, ET. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN THICK, 3 COAT PORTLAND CEMENTYr PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY FIRST FLOOR BLOCK SECOND ��FLOOR FRAME 1 SCALE: 3/4'=1'-O' 2x STUDS e 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 4' T a G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS SIMPSON HETA-16 EMBED. STRAP a 32' O.G. MAX VERIFY W/ TRUSS PLAN ' GYPSUM BOARD OR z' HIGH STRENGTH CLG. BOARD EE ENERGY CODE FORMS �)R INSULATION R-VALUES 'GYPSUM BOARD OR IGH STRENGTH CLG. SOARD WIST STRAP VERIFY W/ RUSS PLAN INDOW ATTACHMENT AS 'ER MANUFACTURES PECIFICATIONS WINDOW SILL 2x STUDS e 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUES 4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS e 16' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR R9052.1 ON 6' O.S.B. SHEATHING= OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ 8'x/o' THRU-BOLTS e 32' O.G. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8' O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON I-ITC4 e 24' O.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 116 O.S.B. SHEATHING OR ? COX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/0' 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 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. e 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 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 9 2-STORY GABLE L� FIRST FLOOR BLOCK SECOND_ 1A FLOOR FRAME SCALE: 3/4'-1'-0' Ib O.S.B. SHEATHING OR }' COX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/0' 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) 2x4 CONT. e TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN s/s' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ (�TERPE� NDICULAR PRE-ENG FLOOR TRUSS SCALE: 3/4' = I'-0' 2x STUDS e 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD GONG. FILLED LINTEL BLK W/ (1) 15 REBAR CONTINUOUS 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES TRUSSES WHERE 'X' BRACING OVER 030 FELT PAPER IS PRESENT INSTALLED PER FBCR R9052.1 ON 6' O.S.R. SHEATHINGS OR j' COX PRE-ENG GABLE TRUSS PLYWOOD SECURED PER CONT. 2x4 RAT RUN SECURED FASTENER SCHEDULE SEE ENERGY CODE FORMS W/ (2) 12d's a EACH TRUSS PRE-ENG TRUSS FOR INSULATION R-VALUES P.T. IX2 W/ MTL. DRIP EDGE' GYPSUM BOARD OR 2x4 OR 2x6 SUS -BAND HIGH STRENGTH CLG. PER ELEVATIONS BOARD VENTED ALUM. SOFFIT SIMPSON SEE ENERGY CODE FORMS SP2 e EA. FOR INSULATION R-VALUES 1000" UPLIFT 2X8 STUD CONNECTOR 2x8 SYP "2 R' GYPSUM BOARD OR 3 D$L TOP HIGH STRENGTH CLG. PLATE BOARD 3' DRY WALL DOUBLE TOP PLATE WALL SHEATHING }' DIA ANCHOR BOLT AT 16' O.C. MAX WITH -I- WINDOW ATTACHMENT AS 2x8 SYP "2 EMBEDMENT AND 2' PER MANUFACTURES WOOD STUDS DIA. WASHER SPECIFICATIONS AT 12' O,C. MAX SIMPSON SPI WINDOW SILL 9 EA. 2X8 2x STUDS e I6' O.C. MAX W/ STUD INSUL., SEE ENERGY CODE FORMS FOR INSULATION 2x8 P.T. SYP 02 R-VALUES O SOLE PLATE (1) COURSE TIE -BEAM POURED SOLID WITH ' T 4 G SUBFLOOR GLUED W CONCRETE. (1) "5 AND SCREWED AS PER IL Q REBAR HORIZONTALLY FASTENER SCHEDULE 03 fL PRECAST LINTEL d WINDOW ATTACHMENT AS w PER MANUFACTURES wSPECIFICATIONS PRE -ENG FLOOR TRUSS w O PRECAST SILL (INSTALL PER MFG. SPECS.) P� Z 05 REBAR a I6' I' GYPSUM BOARD OR �' ~w O.C. MAX, IN Z � HIGH STRENGTH CLG. w , CONCRETE BOARD (y Z POURED CELL, Ix2 P.T. FURRING STRIPS ()0 VERIFY PER ® I6' O.C. CONIC. FILLED LINTEL BLK W/ PLAN. 8' CMU (1) 05 REBAR CONTINUOUS `O SEE ENERGY 1/2' GYP. WL. BD. PRECAST LINTEL V E FORMS (I) "4 CONTINUOUS REBAR WINDOW ATTACHMENT AS -j w FOR WOOD BASE PER MANUFACTURER Q o> INSULATION SPECIFICATIONS R-VALUES z w 04 REBAR 40' LONG PRECAST SILL Q � Q Z W/6' HOOK e 24' O.G., 05 O MIN. 24' IN SLAB (1) REBAR VERTICALLY W/ CONC, POURED CELL .a X: (y 0- 0 � � 2'-0' (MIN. IN SLAB) Ix2 P.T. FURRING STRIPS � e 16' O.G. WALL F' ( 1/2' GYP. WL. BD. °' 4' CONIC., REINF. W/ 6'x6' WOOD BASE SECTION WI.4XWI.40 WWM ON 6-MIL POLY WOOD — • • ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL FRAME TO z w TERMITE TREATMENT SHALL BE > LOCK WALL n 6" 6" 6° 6° BORA-CARE () 1 B ✓�' (3) 05 REBAR ON CHAIRS 3/4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 FASTEN 2X4 RIBBON (P.T. e CMU) W/ (3) 12d NAILS e EACH TRUSS PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) GONG. FILLED LINTEL BLK W/ J (1) "5 REBAR CONTINUOUS RIBBON 2A FASTENING DETAIL SCALE: 3/4' = I'-0' NOTE: PER F5CR'3052.1 - 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 II, ASTM D 4869 TYPE IV, OR ASTM D 6151 Rolm r r o C r Groutri��n Desig. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA#,.. 0003325 w y w 0 a a y 0 0 2 aysDiv a� :vT. SILVERADO LOT 7 BLK 1 PROJECT# 04128.000-07001 MODEIa 4EHB "2605- HAYDEN" GARAGE BWMG- LEFT PAGE: MONOLITHIC 2-STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHTECT: STATE OF FLORIDA D TM 10/21/16 8CAL.E 1/4"=1'-0" B*Ec= D4 2. RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIK (31 12d NAILS OR PRECAST HEADER(MN) A MIN.(4)10d GUNNAILS 2 X 4 (MIN 2 X 3) 1.3/I6 TAPCON DBL. TOP PLATE Ixb COLLAR TIE AT EVERY OTHER OR DRIVE PIN MIN SHANK BIZE.149 SECURE 2 X RIP TO FIT RAFTER W/ _ MN HEAD SIZE 300 DBL. TOP PLATE W2-Ud9 b'-e' OG. MAX. MN. (3) 12d NAILS OR MN EMBEDMENT 1 114.1 2X4 Ib' OC. MAX l/8' TEXTURED FNISH MIN. (4) 19d GUN NAILS �4 e' FROM EACH END AND 18' �l 1/16. OSB SHEATHING m OG. MAX MN 1- 1/4' EMBEDMENT'�w 2 X 4 b' OC. MAX 2x RAFTERS 2Xb MN 2 X 3) 2-3A6 TAPCON �x (LLFEN OVER 16' IN HIEGHTJ OR DRIVE IN MIN SWANK sarmB i - IxB NAILER SECURE TO TRUSSES MIN HEAD SIZE 300 SECURE 2X4 W/ 2-%, 2 X A (RJHEN OVER 16' IN HIEO+ITJ BELOW W/ MN EMBEDMENT 1 I/4'1 TAPCCNS OR DRIVE PIN 1/4' TEMPERED MASONITE (2112d NAILS OR e' FRAM EACH END AND W (MIN. SHANC SIZE .H5 HM. HEAD SIZE 300 MN. GLUE 4 NAIL W/Sd'S B'-12' OL. (3) 10d GUN NAILS a EA TRUSS—,,,, OL. MAX. MN I-V4' EMBEDMENT EMBEDMENT I Ys' W/IN 8' F NEEDED. 2 X 8 lMN 1 X 3) 2-3/W TAPCON EA. END NOT TO EXCEED ST. PLAT 2 X SOLID BLK'G ARCH RAFTER OR DRIVE PN (MIN SHANK 51ZEJ45 2X4 SOLID SLOCKNG 1. OL, MAX SECURE W/l-12d EACH END VOID FOR TRAP CRATE VOID FOR STRAP MN HEAD SIZE 300 SECURE TO 9HIEATNMG W/ IIA&'* ATTAGa'IENT PER PENETRATION MIN EMDEDMIENT I I/4') S. FROM EACH END AND 19' MIN2-Ud PER BLK EA. END MANUFACTURER'S SPEC'S. ROOF DECKING OVER OL, MAX. MN 1.114' EMBEDMENT 08B SHEATHING 12' PLTUKIOD ML WDW FRAME 1'17E-ENG TRUSSES CHl WALL 2X4 SOLID BLOCKING SECURE OR 1/16' OSB. 'NOTE: NO GAP • UJOW FRAME PRE-EN6, TR USS ARCHWAY DETAIL TO SHEATHING WITH MIK2-RdPER BLK EXTERIOR ARCHWAY TO EXCEED 1/4' ARCHWAY DETAIL 10 CONV, FRAMED ROOF 16" AND UNDER EA. END WITH WINDOW CUTAWAY ALrERNATEcaNNEcrION ME7A-24 RAFTER TO 5LK'G SCALE: /2 it-0' 1 SCALE: !1'•I'-0' 2 SCALE: 12'•P_0 A SCALE: 12'•I - BETWEEN TRUSSES DBL. TOP PLATE 2X4 16' OC. MAX. SECURE 2X4 TO WOOD W2-12d . 6'-9' OC. STAGGERED SECURE 2X4 W/ 2-)W TAf—," OR DRIVE PIN (MIN. SHANK SIZE J45 MIPL HEAD SIZE 3" MIN. EEA.�NNT I O WAN EeA.END 14RGI-IU1:4Y EXCEED B' OC. MAX ST. PLATE 2X4 SOLID BLOCKING SECURE 1,2' PLYW000- TO SHEATHING WTH OR 1/I6' OSJS, MIN2.12d PER BLK EA END 3 EXTERIOR ARCHWAY SCALE: 12'•I'-®• lfb OSS, OR l PLYWOOD SHEATHING O -i0 SLOG, FELT 0 24WIDE 26 GA GALVANIZED METAL FLASHING 4O. MIST ADD DI510, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. ® FIBERGLASS SHINGLES - B TRUSS SIMPBC 12' CLG. BOARD 4 TEXT. SP4 SI IP8414 SP4 2X4 DBL. TOP PLATE EVERY ® EVERY 12, DRYWALL OTHER OTHER STUD 2X4 WOOD STUDS s16' OG. STUD UNA. ON TRUSS PLAN 2X4 CONT. STPESS BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON SP4 a 32. OIC. MAX 12.X9' AS. 32' O.C. CONC. SLAB 2 S'e CONT. 1-STORY INT. BEARING WALL 6 SCALE, 12•.I'-012'•I'-0' NOTE: FOR WALLS WINO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. PRECAST HEADEWMIN) 2 X 4 (MIN 2 X 3)1-3/16 TAPCON OR DRIVE PM (MN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') S.FROM EACH END AND 10' CO. MAX MIN 1-1/4' EMBEDMENT 2 X 6 MIN 2 X 3) 2-3/16 TAPCCN OR DRIVE PIN (MN SHANK SIZE.145 4K MIN HEAD SIZE 300 MIN EMBEDMENT 1 I/4') 8' FROM EACH END AND IS' OL. MAX. MIN 1-114' EMBEDMENT 2 X 9 MIN 2 X 3) 2.3/16 TAPCCN OR DRIVE PIN MIN SHANK SIZE.145 MN HEAD SIZE 300 1/16' O5B SHEATHNG MIN EMBEDMENT 1 I/4') 2X4 I6' OZ. MAX, 9' FROM EACH END AND W (WHEN OVER Ib' IN HEIGHT.) OG. MAX. MN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING — SECURE TO SHEATHING, W/ MN. 2-12d PER SILK EA END ARCIJWAY DETAIL 16 AND UP � SCALE: 12'•I'-0' 5 CLOSED VALLEY FLASHING DETAIL NSS. DOUBLE TOP PLATE 2.4 CONTINOUS STRESS BLOCKING MID WALL 2.4 STUDS • IS- CO. MAX, U ON. I' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON META-36 • 32' OL. MAX `1-F'RE-ENG FLOOR TRUSS DOUBLE TOP PLATE 2x4 CONTINOUS STRESS BLOCKING MID WALL 2.4 STUDS • 16' CO. MAX, UON, 12' GYP, ILL. BD. SECURE ST. PLATE TO SLAB W/ }'KS' ANCHOR BOLT W/ 2' WASHER SET IN SIMPBON HIGH STRENGTH EPDXY l' EMBED. MIN. 5IMTPSON SP4 4R 3V O.C. MAX 7 INT. 2-STORY L.B.W. SCALE: 12' • I'-0' PRE-ENG TRUSSES OR CONV. FRAMED RAFTERS I}' OSS. SHEATHING OR } CDX PLYWOOD SECURED PER FASTENER SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCORE BETWEEN TRUSS BAYS W/ (3) 12d'n EACH END 2. DOUBLE TOP PLATE STUDS • 16' CO. M TS-12 • EVER STUD 2X4 ST. PLATE DORMER 8 ATTACHMENT SCALE: 12' • I'__ 2 X 4 (MIN 2 X 3) 1-3/I6 TAPCON OR DRIVE PIN (MIN SHANK SIZEJ45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') 9' FROM EACH END MID 19' EXISTING BLK ABV. OC.MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X b (MIN 2 X 3) 2-3A6 TAPCON 1/8' TEXTURED FINI6H OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE -100 1/I6' 058 SHEATHING MIN EMBEDMENT 1 1/4') 9' FROM EACH END AND 16' 2 X 4 I6' OL. MAX. (WHEN OVER IN WEIGHT.) OC. MAX MIN 1-1/4' EMBEDMENT ER 16' 7 X 4 (WHEN OVER 2 X 9 (MIN 2 X 3) 2-3/16 TAPCON 16' N HEIGHT.) OR DRIVE PIN (MIN SHANK SIZEJ4S MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') X SOLID BLKG •ARCH SECURE 2-12d EACH END SECURE W 8' FROM EACH END AND 18' ATTACWMENT PER OC. MAX MIN 1-114' EMBEDMENT MANUFACTURER'S SPECS. MTL UDW FRAME I/4' TEMPERED MASONITE 'NOTE: NO GAP • WDW FRAME GLUE 4 NAIL W/Sd'S 9'-12' OL. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL �1 CUTAWAY 1J SCALE: 12'•I'-0' ASPHALT SHINGLES OVER 30 FELT ON 1/16' OSS. PRE-ENG GABLE TRUSS SPF STIFFBACK (SEE SEALO ENG. PACK FOR SIZE 4 CONNECTION) 2x4 5PF BLOCKING BETWEEN TRUSSES (WERE 'X' BRACING IS PRESENT CONT. 2,4 SPF RAT" ' SECURED W/ (2) 12d', • EACH TRUSS (2) 2x4 2 GYP. DIAGONAL BRACE W/ (3) 126'4 • EACH TRUSS (DIAGONAL X-BRACING TO COVER 5-TRUSSES 1, GYPSUM BOARD OR } HIGH STRENGTH CLG, NOTE: BOARD DIAGONAL BRACE • CENTER OF TRUSS SPAN OR "ICA-EST RIDGE, DIAGONAL BRACE TO BE s ANY SPAN 5'-0' OR GRATER REFER TO TRUSS ENS, FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0' (1) X-BRACE 50'-I' TO 60'-0' (3) X-BRACE el) X-BRACE • CENTER AND (2) BRACE DIVIDED EOUALY FROM CENTER TO END 9 GABLE X-BRACING SCALE: 12'•BR 0'-0' TO 30'-0' (U'X' BRACE 30'-I' TO 60'-0' (3)'X' BRACE (I 'X' BRACE a CENTER) (2 .1. BRACE DIVIDED EOJALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER •30 FELT ON l/16' OSS. (2) 2X4 2 SYP DIAGONAIL BRACE —/ W/ 3-12d • EA TRdJSS ( DIAGONAIL BRACE TO COVER 5-TRUSSE5 2X4 BLOCKING UIHERE 'X' BRACING 18 PRESENT (2) 10d NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALD EW. PACK FOR SIZE 4 CONNECTION) 1/I9,' OSS SHEATHING — USE Rd NAILS AT 4' — EDGE 4 6' — FIELD OSBO9243OR IPONrTA--32C. SHEATHING NAILING TO SE 6'-8' O.C. IN FIELD 4' 0CPALL EDGES W/8d NAILS TRUSS 24' ... 12' CLG. BOARD NAIL CONT. RAT RN TO TRUSS W/ (2) 12d s EA. TRIUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DEL TOP PLATE 2X4 STUD 16' OL. MAX. rl_l)2-STORY GABLE END CROSS BRACING SCALE: 12'•I'-0' • 1115 UPLIFT SIMPSOIM HTSM20 010 60d TO TRUSS AND (4) 1/4' x 2 1/4. TAPCONS TO CONT POURED LINTEL • 2350 UPLIFT (2) SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 I@d TO TRJSB AND (4)1/4'. 2 I/4' TAPCONS TO CONT -POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM T�: TAP CONS MIK 2' COVER 2' APART 12 T USS ANCHOR RETROFIT KTS. 12" L FINISH 6 LANDING 3/4' PLYWOOD FF. z_ DBL 2X6 1 3/4' PLYWOOD WITH LANDING DETAIL 4 COMMONS/4' NAILED THU 3/4I4' PLYWOOD INTO FINISH ®LANDING 3/4' PLYWOOD FF. , EACH STRINGER 3-2XI2 SYP STRINGIER 'DEL 2XI2 REINFORCED W/2X4 SPFOR JOIST W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL-400 OR SIMILAR a EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3n 3' SCREWS 0 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 l-3/4' 3/I6' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPAB I L I TY WINDERS- MIN. fo' WIDE A NARROW END MIN. II' WIDTH 6 12' FROM NARROW END 34' MIN. HANDRAIL HGT, 36' 11!N. FINISH WINDER DETAIL 2XI2 TREAD Nfl,T. SLEEPER INTO SLAB LESS THAN 4' TYP. BETWEEN SPINDLES HAND RAIL 1/2' DRYWALL IXIO TRIM -I' NOSING TYP. 7 vX r 3 STAIR SECTION DETAILS SCALE: 3/4' G 1'-0' A 2 E Y I T 0 C T l 6 Grou F .MN:. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdeslgrkgroup.com AA #: 0003325 F h Chi W O F 4 h W A F O IBuBDIV. Ae LOT: SILVERADO LOT 7 BLK 1 PROJWT# 04128.000-07001 HODffis 4EHB "2605— HAYDEN" GARAGE SMING: LEFT PAGE: MISC- DETAILS 150 MPH EXP. B of ARCHITECT: /_ y ; PRINT DATJm 10/21/16 DCALA: 1 /4"= V - 0" elfrET ji PRODUCT APPROVAL LISTING FL 10446-114 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10456-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-Rl 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-R6 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR FL 12019-115 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR FL 14039-112 PLYGEM SINGLE HUNG - 2014 FBCR FL 14634-R2 PLYGEM SLIDING GLASS DOOR - 2014 FBCR FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR FL 14253-113 PLYGEM FIXED GLASS - 2014 FBCR FL 15217-R4 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 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 15279-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5891-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR FL 10758-116 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR FL 10477-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13192-114 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13223-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13265-112 FL 4103-R8 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.FLORIDABUILDING.ORG CONTROL DATE: 05-19-16 A R C N I T E 8 T $� 6 Design Group"l.c. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.7748078 FAX: 407-7744078 www.abdesigngroup.mm AA 1h. 0003325 y 0 a y 0 F 4 SUDDIV. de LOT SILVERADO LOT 7 BLK 1 PROJECT* 04128.000-07001 MCDElr 4EHB "2605— HAYDEN" GARAGE OWING: LEFT PAGE: PRODUCT APPROVAL LISTING 50 MPH EXP. B DAATW. 10/21/16 BCAI.M 1/4"=1'-0" SFIEET D6 PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • S' O.G. MAX (VEIN.). NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN F STUD EXISTS BEYOND EXCEPT STAPLES W/ ". LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION —� FASTENERS TO BE SPACED l' O.C. MAX VERTICALLY J' THICK, 3 COAT CEMENT PLASTER WRB LAYER -2, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED -l' (VERT.) CO. MAX AT SUPPORTS WRNS LAYER F1, STUCCO WRAP WOOD SHEATHING NTH SHALL NOT CONTINJOUS ra e• a ro e )ROUGH CONTROL \ 71NT9 BUT SHALL E STOPPED AND -D AT EACH SIDE. PROVIDE 2X4 BLOCKING ER ASTM CI063 V1.4 PLACED FLAT MAX. 6' TO 8' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON 'ASTENERS FOR LATH TO BE NAILS O i STRUCTURAL STUD 'APLES IN COMPLIAICE W/ ASTM C1063 WIRE TIES TO BE (NO. 18) 00415' WIRE BLOCKING SHOUN MAY BE IN ADDITION \ > WALL STUDS REQUIRED PER PLAT / L_af:_:�j 2—<j O"M" TYPE CONTROL JOINT OI. FOLD MlIW11D . PT. A ®TOLD I Ol FOLD INaAIm . PT. A 3. QI&ASE . PT. C SHINGLE ROOFING OI. FOLD aWYIIeD . PT. A �. acEASE . Pr. fj FOLD y ® L FOLD NLYe®a PT. A 9. CREASE . PT. O 4. FOLo Pr. c ovER Pr. B TILL PT. C _ !S eoTraM FLANfE r; r BOTTQ® FLNGE mW . oLD' SELL. FOLD, CYL U2L art. COAT CEMENT R -2, FORTIFIBER NOTE: APPROVED BUILDING I RAP SHALL BE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING MEMBRANE 1 6' • VERTICAL LAPS (TOLL FLASHING (COMPATIBLE W(HOUSE �\ ENDS) x 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE WRAP. UMTH FORTIBER SHEATHING, TAPE FLASHING TO EXTEND ONTO PIPE / \ P OR LESS PIPE- / \ PENETRATION / I' MIN LAP ® METAL LATH \ X. X X X I X X X - - CUT AND OVERLAP ONE BIDE OF / METAL LATH SELF -ADHERING MEMBRANE —/ FLASHING S7TEP M WRB LAYER 'I, I P THICK, 3 COAT CEMENT STUCCO WRAP PLASTER . Mw PAPER LAP ISELow oNLr METAL LATH UIRB LAYER 4, FORTIFIBER Uk� LAYER F2, FORTIFIBER BUILDING PAPER BUILDING PAPER_ \ / a1RB LAYER 9, STUCCO WRAP WOOD SHEATHING INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ HIRE TO FRAMING nM L� ru au Lm R I )TAPER LAP SCALE, 1 ® KICKOUT DETAIL WRB LAYER'), STUCCO WRAP LAP LATE'RS OF BUILDING WRAP OVER NAILMC t4—, STOP e•ya w® aFeBOx I k ABOVE BHt•LSLES � RO.'FNW.L SOYEED \ «• • Sx9 WALL iLASNMG sLap • Q v KICK -OUT RASHMG (SEE DETAIL) yr• _ a y�� O TiQIL NSTAT KTT— O F AT DOT OF gd/ L NI WALL MTERSECT� WATER TIf.IT SEAL (BEND OR BOLDER DO NOT Ctl VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 00415-IN. 021-MM) WIRE AT INTERVALS NOT MORE THAN 5' (225-MM). AS PER ASTM CI063 IB.I. FOR REPAIR OF TEARS IN WR5 LAYERS, TEARS MAY BE PATCHED W/WOU5E WRAP TAPE PER MANF. SPEC. OR PEEL x STICK WOOD SHEATI BUILDf PAPEF STUCO HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING WRE, LAYER •I, STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB I TAPE OVER ROOF WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT SHINGLE ROOFING "L" FLASHING N.T.S. W.W SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE UIRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE --CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP '2 FLASHING URB LAYER'), STUCCO WRAP -- IIRIS LAYER -2, FORrFIBER METAL LATH PER -6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING, TO EXTEND ONTO PIPE 4'x4- SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND GNTO PIPE %' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEIURAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER + Exteh use of Portland I e ,t pk,s shell comply with Iw eppIl eb n requirements of ASTM C 92r l IA. In Iallalion of axtenor Wftg ad kem'vg shell -ply with ASTM C 1063-11A TAIL DRAINAGE PLANE (WRB LAYER *'I, STUCCO WRAP) ORB LAYER #2 (FORTIFIBER —'— —'— — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO -� WOOD SHEATHING 77 -/-Z= SELF-ADHESIVE FLASHING — — — NOTE: METAL LATH: LATH TO BE PER FBC R-103.6.1 / ASTM C-847-12, MIN- 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C H I T E C T S 6 Gr e i gn +� LONGWOOD, FL 32750 �. PH: 407-774-W78 FAX: 407-7744078 www.abdesigngroup.com AA it. 0003325 F y j W 0 F O U EIIVHDIV as L(oT SILVERADO LOT 7 BLK 1 PROJWT# 04128.000-07001 MODEL, 4EHB "2605— HAYDEN" GARAGR 81IING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT STATE OF FLORIDA F-PRINTDIM: 10/21/16 8CAUM 1/4"=1'-0" B*EC CT V tl AI BACKER ROD BACKER ROD WRB LAYER -1,STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEOUENCE OF FLASHING TO BE: 1. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 50 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, y+' CAULKING a JOINT ALL AROUND PER FBC R703.6.01 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-11A. Installation of exterior lathing and framing shall comply with ASTM C 1063-11A. HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING 6A DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER 9, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD CONSTUCTION METAL LATH a' VINYL CASING BEAD 6' RAISED BAND $' TO HID -WALL ncco �.vrxFn W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT �C HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK] LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—X—x—X STUCCO C WOOD SHEATHING P777TT%��l%T _ SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER FBC _ R103.6.1 / ASTM C-a4l-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 TOP 4 SIDES 6B DRYER VENT (BLOCK.) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL] PER MANUR SPECI BUILDING PAPER UNDER 'QUICK FLL �A_)VENT PENETRATION SCALE: N.TS. ELEC. METEF VERIFY LO 1-I�G/-I V I�Gt�C1 YC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION '—ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER ' THICK, 3 COAT CEMENT PLASTER ',a' TO %' MID -WALL WEEP SCREED �6' 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 ISOCYANOTE-POLYBLEND FOAM GT ' 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 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD CONSTRUCTION a' CMU WOOD SHEATHING WRB LAYER'], STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH TEXTURED FINISH • WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX _ 31. TO sib' MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH FINISH ® MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK] WRB LAYER *I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER M STEP #1 APPLY 60 IN - GRADE 'DFELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 I: ING MEMBRANEFLASHINGI WRB LAYER 12, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEF #5 5TEF' #ro OELECTRICAL RECEPTACLE A R C N IT E C T S Designa GM I 1441 N. KUNALU KtAGAN 5 VU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA A: 0003325 m x y w r; w 0 a v a F 0 z evsDly � I.oa� SILVERADO LOT 7 BLK 1 PROJECT# 04128.000-07001 )1[ODEis 4EHB "2605—HAYDEN" GARAGE DWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT: STATE OF FLONDA IPLINT 10/2i/16 CALJCt 1/4"=1'-0" IIEET A2 WOOD SHEATHING W1RB LAYER 01, STUCCO WRAP WOOD ME, LAYER 2, FORTIFIBER CONSTRUCTION BUILDING PAPER 9/i HAT CHANNEL J' THICK, 3 COAT CEMENT Wl%' TYPE 'X' DRYWALL PLASTER 6' 5AF. s TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP 5CREED \ 4' POSITIVE DRAIN ` WOOD SHEATHING .. ..._ I .` WEEP SCREED WRB LAYER -1, _ STUCCO WRAP /I - �' THICK, 3 COAT CEMENT PLASTER _ W SELF-ADHEREING AM66- TOM CA51WG BEADi I FLASHING WRAPPED i ® TOP OF WEEP SCREED i TO SHEATHING BELOW 1 WRB LAYER 01, IX' STUCCO WRAP • -, - WRB LAYER 2, FORTIFIB I BUILDING PAPER 6' SELF-ADHEREING WRB LAYER el, FLASHING WRAPPED STUCCO WRAP • CORNER OF CANTILEVER POSITIVE DRAIN AMICO AM66-WFWC-160 /2 WEEP SCREED CUSTOM CASING BEAD EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG•D TRUSS WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE BARRIER "2 THICK, 3 COAT CEMENI PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN WEEP SCREED ES (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE DRY WALL J' THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD -VINYL CASING BEAD NO GAP IN FIELD --/ @p2AANTILEVER DRIP (SHOILN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EDGE 1—HOUR CASING 1 A BEAD DTL. C CANT. LEGEND- NOTE- SCALE: 1 1/2'.1'-0' DRAINAGE PLANE (WRB METAL LATH: LATH TO BE PER FBC LATER #I, STUCCO WRAP) R'103.ro.1 / ASTM C-847-12, MIN. 2.5 LBS. WRB LAYER #2 (FORTIFIBER — — — — PER 50- YARD (UTILITY OR NOMINAL BUILDING PAPER) LATH DOES NOT MEET SPECIFICATIONS) METAL LATH x—x—x—x 3/4 RESILIENT HAT CHANNEL 5/6' TYPE 'X' DRYWALL W/TEXTURED , PAINTED FINISH 9' THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION WEATHER RESI5TIVE BARRIER •1 WEATHER RESISTIVE BARRIER 2 9' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2.12 HEADER VINYL COMER BEAD - 4' 1-051TIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION O° SEPARATE ACCESSORIES ONLY) 1—HOUR DRIP EDGE 11D INSTALLATION W/TEXTURED 4 PAINTED FINISH I' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTTON WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER 2 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) I11EDRIP EDGE INSTALLATION STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING FINISH LAYER (2 LAYER PEEL 4 STICK) 6' PEEL e STICK •DRI� EDGE TO DECK I VXI % WOOD (' CONTINU WATER F LAYER/ STICK) U BALCON CANTLE 6' PEEL 4- DRIP EDGE TO DECK— 1 I SUB FLOOR — \; 1 Y'Xl % P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Ya' GAP FOR BAC R ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL 5/S' TYPE 'X' DRYWALL W/TEXTURED ! PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )¢' MIN. SPACE FROM DRIP FACE TO TREX Vi GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE BARRIER -2 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, �' MIN. SPACE FROM DRIP FACE TO TREX WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER 2 44Po DRAIN WEEP SCREED VINYL VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 01—HOUR BALCONY DRIP EDGE INSTALLATION -COLUMN SHEATHING WEATHER RE515TIVE / BARRIER -1 WEATHER RESISTIVE BARRIER 2 % - PEEL l ST `CK ( I'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I Yj' X 3' 26 GA. GALV. METAL DRIP EDGE Ys' GAP FOR BACKER SET IN FULL BED OF ROD +t SEALANT 6EALANT,)4MIN. SPACE FROM DRIP FACE TO TREX WEATHER RE516TIVE VINYL CASING BEAD 9 I,' •' ! BARRIER -1 WEATHER RESISTIVE WATER PROOFING let BARRIER 2 LAYER (2 LAYER PEEL •...e..oe EXTERIOR COLUMN 2 STICK)'`•\ uw,. '•\ COLUMN SHEATHING \\PEEL 4 STICK • 6' S.A.F. ' )(q'x3' 'L' FLASHING --,FULLY SUB FLOOR L EMBEDDED IN /' ROOF CEMENT \ \ I Y2' X 3' 26 GA, GALV. ------•-••- - ---• • - METAL DRIP EDGE I Y2'XI V P.T. OR SIMULATED °+ET IN FULL BED OF WOOD (TREX) FILLER, - SEALANT,X' MIN- CONTIN000S i SPACE FROM DRIP Yi GAP FOR SEALANT - FACE TO TREX /VINYL CASING BEAD OPT, BACKER ROD. WATER PROOFING let MODIFIED S0 LAYER (2 LAYER PEEL 4 3/4 RESILIENT j- STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD i ._ CANTILEVER J' THICK, 3 COAT CEMENT PLASTER 5/S' TYPE 'X' DRYWALL METAL LATH W/TEXTURED , PAINTED WOOD SHEATHING FINISH d' THICK, 3 COAT CEMENT 4ITIVj DRAIN EDIIP SCR ED ! SCREED PLASTER IFPRP 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" FLASHINGI SCALE: NTS WOOD SHEATHING 2x FRAMING MEMBER WRB LAYER -1, STUCCO WRAP $' THICK, 3 GOAT CEMENT PLASTER WRB LAYER 2, FORTIF15ER CORNER BEAD BUILDING PAPER\ FASTENED TO SHEATHING 7 O.C. MAX. METAL LATH THICK, 3 COAT CEMENT PLASTER WRB LAYER °I, 6'SELF-ADHERING STUCCO WRAP FLASHING WOOD SHEATI-ZING i METAL LATH DRIP CAP—� WRB LAYER "2, FORTIFIBER BUILDING PAPER I WINDOW FLANGE (14 A CORNER BEAD C FRAME 2 2 CORNER BEAD (FASTENER 4 SPACING g T O.G.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED S' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB'LAYER M, i STUCC WRAP WRB LAYER •2, FORTIFIBER BUILDING PAPERI METAL LATH J' THICK, 3 COAT CEI' PLASTER C6'SELF-ADHERING FLASHING DRIP GAP WINDOW FLANGE 15B CASING BEAD 6) WINDOW ( FRAME, NO BAND) A R C N I T E C T• 6 Design Grou nam 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 ww .abdeslgngroup.mn AA #: 0003325 m Z ti C4 m 0 cR, O 0 z Eat wlql K RADO T 7 1 PROJECT# 04128.000-07001 MODEL& 4EHB "2605-HAYDEN" GARAGE 8TIMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B IRINT 10/21/16 CALJ& 1/4"=1'—O" HE= A3 WOOD SHEATHING —\ WRB LAYER •I, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6"SELF-ADHERING— FLASHING VINYAL ANGLED ' CASING BEAD DRIP CAP — WINDOW FLANGE WRB LAY STUCCO l VINYAL WRB LAY BUILDING METAL L, J' THICK, PLASTER 6'SELF- FLASHIN DRIP G WINDOW .,.. CASING BEAD C WINDOW (15C (FRAME, W/BAND) WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIF15EFR BUILDING PAPER METAL LATH (EXPLODED VIEW FOR $ THICK, 3 COAT CEMENT PLASTER CLARITY) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER J" THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CA51NG BEAD Y.' GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER 9 STUCCO TO SIDING TRANSITION SIDINGS WOOD SHEATHING J' THICK, 3 COAT CEMENT PLASTER METAL LATH WPM LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING —WRB LAYER •I, / WRB LAYER STUCCO WRAP STUCCO WRAP CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL a STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION -� BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE —� BARRIER'? W xRE%LAP SIDING—� 6' SELF -ADHERING FLASHING STARTER STRIP GALV'D MET, 'Z' FLASHING 1 Y' X 6' SIMI \ 6' SELF -ADHERING FLASNMK. �,WRESISTIVE BARRIER 9 WEATHER RESISTIVE "-EATWER BARRIER -26' SELF -ADHERING FLASHING GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING WGSOD TRIM MEMBER STUCCO CASING T y' X 6' SIMULATED WOOD TRIM MEMBER SEAL GAP W/CAULKINGOR APPROVED SEALANT STD¢ CASING SIDING TO STUCCO C BLOCK TO FRAME �� TRANSITION 1J NOTE: METAL LATH: LATH TO BE PER FBC R103.ro.1 / ,45TI"I C-841-12, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ---- - - - - - - - - ---------------- -- a' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH i I WINDOW FRAME < a WRB LAYER -2, FORTIF15ER BUILDING PAPER I W E-Z BEAD VINYL CASING (W/3/9' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING MEMBER DETAIL BELOW EXPLODED ---_-------------------------------- FOR CLARITY --------------- ----------------------------------------------- i 4" GmAP TYP _ a�--' THICK, 3 GOAT CEMENT SEALANT CASING BEAD PLASTER TO WINDOW METAL LATH I' U1RB LATER #I, WOOD 6Tg1CTION 6'SELF-ADHERING - - I ' STUCCO WRAP " �' UJRB LAYER FORTIF15ER I BUIL I.: DING PAPER i _ METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER ILEATHER BARKER RESISTIVE ,' NG X. W/6X T V LAP SIDIREVEAL PL ELF -ADHERING SWINGz STARTER STRIP CAULK OR I -FLASFIING / ' 1 LLEATHER RESISTIVE / / / � \\ 6.' MIN. A50VE TOP I Q 1 OF'Z'FLASHING / I (LEATHER RESISTIVE \ BARRIERS \ / BAARRIER RESISTIVE / GALVD METAL I Z' FLASHING ;. _- - -! (EXPLODED 811 THICK, 3 COAT CEMENT VIEW FOR PLASTER SEAL OPENING G. VD TAL 'Z' FLASHING � � � DO NOT CAULK OR =--- - UEATNER RESISTIVE BARRIER 'I TO LAP ' CLARITY) Y.' X 6' 91MULATED I WOOD TRIM MEMBER E-Z BEAD VINYL CASING 6' MIN. ABOVE TOP OF'Z' FLASHING I y' X b' SIMULATED I'. (W/%' FLEXIBLE PVC •, \ / 1 WOOD TRIM MEMBER BACKER ROW 6' SELF -ADHERING \ / 1 ' SELF -ADHERING I I FLASHING FLASHING V THICK, 13 AT CEMENT PLASTER \ \` I I SEAL GAP W/CAULKING { \ OR APPROVED SEALANT CASING BEAD C RAISED 1 7 A BAND ( FRAME) SCALE: 1 I/2'= I'-V WEATHER RESISTIVE \ _ UIEAT14ER RESISTIVE BARRIER 'I BARRIER 9 WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER -2 (W/%' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO WEATHER RESISTIVE (a)FRAME TO FRAME BARRIER n ��� TRANSITION 1J / --- WRB LAYER "2, FORTIF15ER BUILDING PAPER WINDOW FRAME -- WOOD SHEATHING WRB LAYER "I, STUCCO WRAP 6' WIDE PEEL a STICK OVER FLANGE WINDOW FLANGE .w .■ E-Z BEAD VINYL CASING 2X FRAMING III / , \\ � CW/3/e FLEXIBLE PVC BACKER ROD) � MEMBER 1`V-� •APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP -- WRAP ----------------------------------------------------------------------------------------- �E2 BEAD WINDOW CASING A N C N IT E 6 T 6 DePn Grou s +T LONGWOOD, R327jPH: 407-774-6078FAX: 407-774407WwwAbdesigngnwP.c AA N: 0003325 m U 0 w 0 F O z F ae LOOT: RADO 7 1 # 04128.000-07001 HOaELa 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B LEGEND DRAINAGE PLANE (WRB LJ LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBERBUILDING PAPER) METAL LATH x—x—x—x MINT DATE 10/21/16 STUCCO-`___._- SCALE: 1 /4"=1' — 0" WOOD SHEATHING =1,2222= sHEZIT SELF-ADHESIVE FLASHING d tl A4 CUT HOUSEWR, AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW - OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I INSTALL SELF -AD FLASHING NAILING JAMBS EXTEND I' BELOII FLEXIBIL DO NOT FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP(O TUCK FLAP UND at HEAD FOLD HOUSEWI IN AT JAMBS 4 SLOPE SILL R. NSTALL b' SELF-ADHE -LASHING C VINYL HEAT =LASHING ( JAMS) NAIL =LANCE EXTEND SELF-ADHE =LASHING I' BEYOND Ji =LASHING NSTALL VIP SAP ALIGN FLASHING Wl INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES, (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TH FLASHING AT THE FOLD DOWN DIAGC ACRO WINDO IPPLY fig' NOM. :ONTINUOUS BE, )F SEALANT AT AMES AND HEF 1PPLY TO BAG 11NDOW NAILING LANCE IN LINE 'RE -PUNCHED IDLES OR SLOT 11DE ADHESIVE - :XIBLE FLASHING VIER DRIP CAP 'ECTO-WRAP EOUIV) WINDOW FLAB DING INSTALLATION DETAILS O1� ( FULL WRAP) SCALE: NTS STEP J INSTALL PLUMB, I AND SOI MANUFAC WRITTEN INSTRUCI APPLY MEMBRANE FLASHING OVER JOINT NOTE: 1. IT IS THE CONTACTORS RESFIONS15ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION, I 12. INSTALL ALL MATERIALS PER MANUFACTURERS �i WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT NOTE ---- —- CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 119E FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK 1----------- NOTE REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH A R C N I T E C T E 6 „Design PH: 407-774607.. FAX: 407-774 4:7. www.abdasigimp '.wm AA N: 0003325 y U Fo 4 U h O IN J u SVHDIV. de LOT: SILVERADO LOT 7 BLK 1 PROJECT# 04128.000-07001 MODZU 4EHB "2605-HAYDEN" GARAGE E 'WMG: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING ARCHITECT STATE OF FLORIDA NOTE — - ---- SEAL SAL INTERIOR PERIMETER OF WINDOW WITH // t} v L r 1 �! I10/21/16 a: CAL1 /4"=1'- 0" iIEET WA5