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HomeMy WebLinkAbout36149 Stable Wilk AveA c Y IT E e T l ( 4 "2605-HAYDEN 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS CERTIFIED BUILDING CONTRACTOR: -FLORIDA BUILDING CODE, RESIDENTIAL, AM am LAV. LAVATORY 5TH EDITION (2014) A/C AIR CONDITIONING LUM. LUMINOUS • ALL LOCAL AND STATE CODES ADL. ALT. ALTERNATE ALTERNATE M.C. YFR. ET MEDICINE URER MANUFACTURER D.R. HORTON HOMES AMP. AMPERAGE YIN. MINIMUM .00CUPANCY — RESIDENTIAL, GROUP R3 BD. BOARD MOUNTED 12602 TELECOM DRIVE •CONSTRUCTION TYPE - VB ca. LINE CCABINET un.. NETS. NOT TO SCALE TAMPA, FL 33637 •MIN. INTERIOR FINISH — CLASS B CLG. CEILING O.C. ON CENTER •BASIC WIND SPEED — Vult=150 MPH CLR. CLEAR PL PROPERTY LINE TEL: (813) 740-9720 Vasd=116 MPH CONC. CAET P. PUSH BUTTON FAX: (813) 740-9715 :EXPOSURE _ B CPT. C.T. CARPRPET CERAMIC TILE PH'. . PLT. PHONE PLATE •1-STORY RESIDENCE D. DRYER PLYWD. PLYWOOD •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES DBL D.C. Du. DOUBLE DUUALALGLAZED DIAMETER P.T P.T. R. PAIR PRESSURE TREATED RISER DIY. DIMENSION RAD. RADIUS • STATE OF FLORIDA DLSP. DP. DISPOSAL DEEP RA.G. REF. RETURN Aw GRILL REFRIGERATOR PROFESSIONAL ARCHITECT: ns. DOOR DOWNSPOUT N �T. ROUGH OPENING ROLAND A. ABOUCHACRA DTL. D.W. DETAIL DISHWASHER S.D. S.H. SMOKE DETECTOR SINGLE HUNG AR NO. 93723 EA. ELEV.A. EACH ELEVATION SSHTHG. SHEATHING SQ.FT. CALC.°S EQ. EQUAL SHWR. SHOWER © EXLAGO SLY. SIMILAR A.B. DESIGN GROUP, INC. ©rr.T' EXTERIOR sl. SLIDINGF.G./ex . FUEL sL. GL GLASS. SLIDING GLASS 1441 NORTH RONALD REAGAN BLVD. F.G. FUEL CAS AS � STANDARD LONGWOOD, FLORIDA 32750 1ST FLR LIVING 1104 50. FT. FIN. FIE. FINISH FLOOR SWS SHEAR WALL SECTION Tel: (407) 774-6078 MFLR. LIVING 1501 SQ, FT. FLUOR. FR. DR. FLUORESCENT FRENCH DOOR sc TEMP. SOLID CORE TEMPERED CLASS Fax: (407) 774-4078 TOTAL LIVNG GARAGE 2605 SQ. FT. FTG. GA. FOOTING GAUGE THE. T.O.C. THICK TOP OF CURB 43.1 5Q. FT. CAR GARAGE T.O.P. TOP OF PLATE PORCH 53 SQ. FT. GAR. DLSP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB TOTAL PATIO 30*6 SQ. FT. 80 SQ. FT. C.F.I. cL GYP. BD. H.B. H.C. HEIR. HOT. OR HT INSUL. GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION TYP. U.N.O. V.P. W. if/ WD. WDW. W/H TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER PLAN REVIEW ATE CHECKED BY: INT. INTERIOR 1.1. WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION REVIEW DA•r'E' : CITY OF ZEPHYRHILLS PLAN EXAMINER 4kLltr`IElflli+f(ib`1Y111NLIfiCV/(b�%�V' REVAILING CODES =L ORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND CITY OF ZEPHYRHILLS ORDINtAtuc j IL/ ) W INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl—COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG lA—DOWEL PLAN FIRST FLOOR PG 1B—LINTEL SCHEDULE FIRST FLOOR PG 2 —FIRST FLOOR PLAN PG 3 —SECOND FLOOR PLAN PG 4C—FRONT & REAR ELEVATION "C" PG 5C—LEFT & RIGHT ELEVATION "C" PG 4C.1—WALL ASSEMBLY ELEVATION "C" PG 5C.1—WALL ASSEMBLY ELEVATION "C" PG 6—FLOOR FRAMING PLAN ELEVATION "C" PG 7C—ROOF FRAMING PLAN ELEVATION "C" PG 6— FIRST FLOOR ELECTRICAL PLAN PG 9— SECOND FLOOR ELECTRICAL PLAN PG 10—FIRST FLOOR MECHANICAL PLAN PG 11—SECOND FLOOR MECHANICAL PLAN PG Dl—FOUNDATION DETAILS/SECTIONS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS & NOTES PG D4-2—STORY WALL SECTIONS PG D5—MISC. DETAILS PG D6—PRODUCT APPROVAL LISTING PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS 6 Design Grou .a L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774fi078 FAX: 407-7744078 www.abdesigngroup.com AA W: 0003325 F W F 4 V y O F Q V 0 i oxim3:v Ae LOT SILVERADO LOT #24 BLK #1 PROJECT# 04128.000-24001 MODEL 4EHB "2605—HAYDEN" GARAGE 8WING: RIGHT PAGE: COVER PAGE 150 MPH EXP. B ARCHffECT 14 STATE OF FLOFUDA N /14 / L I ATZ: 11/2/16 SCALE 1/4"=V—O" 811EET 16. C1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), STH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A FLOOR LIVE LOADS R301.5 (PSF) I: SLEEPING ROOMS 30 IL ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301A 10 (PSF) C. ROOF LIVE LOADS R301.6 I. '"MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) 1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) 11. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS t0.18 V. RISK CATEGORY 11 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 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 C33-03. MAXIMUM AGGREGATE SIZE SHALL BE '/,". 4. PROVIDE 69/o 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. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-M E. APA-THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb =1,500 PSI Fv =175 PSI E =1,600,E PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R8021.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MIMPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5(8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED ''/," SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2 CDX PLYWOOD SHEATHING. MASONRY 12, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 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 Z CONCRETE MASONRY UNITS SHALL BE GRADE'N" TYPE II 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 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL E OMISSIONS THE CONTRACT DOCUMENTS, OF WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISORE PSI. POINTS AND SUBMIT THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. COPANCIESNSTRUCTION B IO 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. 4. MORTAR SHALL BE TYPE M OR S IN 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 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL 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. SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL VARY BUT IT SHALL NOT BE LESS THAN % INCH AND NOT MORE THAN '/, INCH, REFERTO FBCR 5TH EDITION (2014), SECTION R607.2.1 PERMANENT MEMBERS ARE COMPLETELY INSTALLED. FOR MORTAR JOINT THICKNESS TOLERANCES. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R307.5.1. 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 951/6MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED, 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 W). 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6' - WIA X WIA AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF T FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0".R506.2.5(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: 1. #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: 1. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 114" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. I& 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. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '/.' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING Of WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE TIMBER EXTERIOR FINISHES 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS,1/2" THICK, B. NATIONAL FOREST PRODUCTS ASSOCIATION: WHERE APPLIED OVER MASONRY OR CONCRETE 1. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06. 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1l2" GYPSUM BOARD. FBCR R3027. CONTROL DATE: 07/15/15 A R C N IT E C T S Grou i .. ine L441 N. KUNALU HGAUAN ULVU. LONG WOOD, FL 32750 PH: 407-774-G078 FAX: 407-774-4078 wwwabdesigrigrmup.com AA #: 0003325 w m U w 0 m w 0 F 0 V sUBDIV. & LOT. SILVERADO LOT #24 BLK #1 PROJECT# 04128.000-24001 M0DEU 4EHB "2605-HAYDEN" GARAGE sWWG: RIGHT PAGE: GENERAL NOTES 50 MPH EXP. ARCHRECT: STATE OF FLOR DA L DAw 11/2/16 SCALE: 1 /4"=1'- 0" SHEET GN s 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 5TW EDITION (2014) 2' VTR 1 2•�1-I/2'--J�'1 -IR' k� 2•—�4-1/2AV LAV 2' VTR 3T TUB 2 .12'r�WAS14ER KITCHEN SINK W/ -I� AUTO VENT R � UP AV AV 2' VTR SHWR Y � 1' L 3. WC. I-IR' AJ CO 3' TUB 4' 2' 2' TO MAIN PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE 'S' TYPE ARE PROHIBITED. SECURE STRAP TO UNIT W/ (2)'8xl 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONIC. GONG. W/ (2)-3/16'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD a 12' FROM STRUCTURE A R C H I T E C T S DesMn 4'w 078744P407-7 FAX407-777 www.abdesigngp AA #: 0003326 F V w 0 F 4 V R O EiLTLIDIV. a LDT SILVERADO LOT #24 BLK #1 FMOJMT# 04128.000- 24001 MOD» 4EHB "2605-HAYDEN" GARAGE awn4G: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B ARCHITECT STATE OF FLORIDA DP � 11/2/16 SCALE: 1 /4"=1'- 0" 8H8.'ET DOWEL PLAN A R C H I T E C T S 6 Design Grou ... . 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 J E, y z F 4 C h O F O 1 V 0 I BL mzv. AC L 07 SILVERADO LOT #24 BLK #1 PROJECT# 04128.000-24001 MOMMa 4EHB "2605-HAYDEN" GARAGE awlxG: RIGHT PAGE: DOWEL PLAN 150 MPH EXP. B ARCHITECT STATE OF FLOR DA 4 EICAUM 1/4"=1'-0" DIUET 1A _ SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS SAFE GRAVITV LOADS FOR 8" PRECAST A PRESTRESSED U-LINTELS Glfaa�aDN SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH &� •la-G ¢. ?P-6 a. pw-D >e. 1Q .Ft+•! M9t-G 21404(34') PRECAST 22DI !Ne ]Obe 46me •I 61a 1}41 »+l p914 Ip 109N 118me MO9 3'-b' (42') PRECAST 2231 fm6e !p•s nro 4spe ea! •us s661 esl ernes el14 LN 1pssa Imo lame 4'-m' (48') PRECAST IS66 riN xs9 2W 4abD 900 all, 4a9m 1e41 Ysi asi+ 1pK eml lam! 4'-b' (54') PRECAST ISM a 2 ]IIm » ]WI 1 9»! 1e41 4lle %V l4mm su+ IlaOe 5'-4' (64')PRECAST Dn W. N% lel9 ]Sbm 9¢3 %Y 4M9 1%9 9m9p Seale e4 ,942 ns! 9'-10.(109PRECAST 1m62 aw - .1. x9m 2eH 341m Nel 'ma *"a' 1 1 PRECAST SIPS ¢% ¢% 2FRM 2.1 >tAp 94ba 9m31 S9a1 3`4nb Saa tlq eAY•I T-b' (9m')PRECABT 143 Ipl rv9 xm 2265 x% 9sri all n2e 2-1 !e!e abel l •4l T-4' (ID') PRECAST S94 ere Ilam ae, 1•ri ]Dba 9+b 2aa lsm2 I01-6Y126•)PRECAST 415 _= see oee 041 tmi9 ­1 IW ri% 643 1pe2 5.1 2099 2`81 %+ 4Ya4• II'-4' 03W)PRECAST 362 != ^V0 pie Ia46 2.3 91]t ammo eat - roe. ro4a 41 ¢1 +met• W-m'(1449PRECAST 331 S4m 61. ¢D4 21ee 2 Dom al! ¢e1 14e1 2P.! ]ems 33D3 13'-4'[160'2cRECA9T 29B 4v {ll »e lea 1p» ImID 142 16a a9D roY 1! 2!ro 2ees I663 W-0-068'JPRECAST 21S S4 lure W02 ax Iee1 2¢l 263m W 1pb 00, P2a rom ]0l ib8m 14'-a-011i PaEaTreeee NJi. 4p8 lag slur ape uH rin 21¢ IS'-4'(184'J t•.ee NAt ra¢ toe IaR I¢ lip D99 ]09e 2l2m ria 11'-a'[208')I•ImT� NR °R Ne Ne IR Ne Ne we 9mmME- Ism! msa M}1119'-4•(232')FIa6 NR_ Nal¢ na roe M2Np- Na Na Ne rIR4e nu ro9e 1a692Y-OY264')t�aTlsa F14'x NR roe let eaM 1m11 ¢e! l!A24'-0T2S8')rllae NR. Na IR 14R¢eD+ sea lost ¢]] SAFE UPLIFT LOADS FOR R" PRECAST A PRESTRESSED U-LINTELS 4CAST-0M SAFE LOAD - POUNDS PER LINEAR FOOT TTPE LENGTH erro-IT Me2mr SPIb-IT al -Ir ea- apes -IT AF32-n aT6-2T aF0-2r 0FY-1T li 4-1r BF26]T .F92-11 3'-b' (42') PRECAST rob9 265s s2/ 43e4 exs sw lmpl M xse .2A 49e4 ex3 6 TmDI 4'-0' (48•) PRECAST "3 29me 9mee 986 -a esri am» I%9 29me 9pa0 4e10 9x 601e 4'-6' (S4') PRECAST Rmt 2640 21m1 3315 41NI3 410 SS1S ¢0'i 304m 2 an 99» /m49 4111 eD» S'-1' (64') PRECAST a4 nD m %% Lxse Sebl 45u ax» ape, Dro u 2s% 9399 lfal 4re2 V-Im'(1m') PRECAST ert 25ee % ! 1561 36'L0 1101 %% +199 W-6'00') PRECAST eBDli 2.1 21 - s,¢ 090 Nml2.1 s 1 91¢ 1'-b'(W.)PRECAST VT a2 x2 ,11 f 424 240S4x2mI I sue (112') PRECAST M N 2,16,1 D91 tsro Isw ux xn Im'-b't126')PRECA9T s% a sle Im - n 2mk 99m b% I M 1169 2946 11'-4• (136')FRECAST 414 03L. ¢l So n99 iml UV K43 l 12'-m'(144')FREI-AST .14 4lm 12A e!e M. 1%r roes slur sour t1m2 Isla 13'-4' [Ibm'.PRECABT +a sml ps! I!]! Alf em 1 as 14'-O'l168')PRECAST 9%II 124 eb ¢2 41m 4ri ! 1029 14'-B'(nb')FwEBTaE99E 299 3M Nm IDI 2 ! l9m DD n34 IS'•4'(IB4')PIQBIRE ]N 23m !6G Ba 1 ¢ yl Il'-4' (2m8'PIHeTrE x3 !21 6 l!b » 19'-4-(232')-a Ise rot ours IM sm6 3b 1M 9M1 6 1 4 .13 u1 21'-4' (256'J'aDe wa u RJ xs xa {2s 9ml 9l9 •xs 9!9 .1, 4M% VI 22'-O'(264'!'IapeTlaE Pl P4 rol 229 NJ! 9% !» sD 4e2 s u sr9 24'-0Y288')l•REbTRE99E ¢+ rle 20]I x1M24b 3n I 4aelei %l e SAFF CRAVITV 1 DADS FOR R" PRECAST .12" RECESS DOOR U-LINTELS *-I*- SAFE LOAD - POUNDS PER LINEAR FOOT iTT'E LENGTN egro elf.-ro elsl.- 4'.4' (52') PRECAST age141 9 92ap 4919 e421 64 l%1 %re e2m6 ea. em6m 34»4'-6'(54') PRECAST 1+e4(68')PRECAST pea5'-10-00')PRECAST pIp tbes am 2.1 ]Ne .142942 12.2 66=I 3¢max 9¢ml'-6'(9m')PREGA9T Mw ]499el{9 pay Mrp 2tl 9l» e143 S'-B' [IIG') PRECAST 4K +a99 6b 2ri9 3¢9 +QMJI 9N• e]6 999 D6D me 1!Q31 4" SAFF IIPI IFT 1 CAM FOR It" PRECAST w) 2" RFCFSS DOOR 11-1. INTFI.S CI1t�-�Ml� SAFE LOAD - POUNDS PER LINEAR FOOT TTpE LENGTN 4'-4' (52') PRECAST wart era-n emD waart we-zr Ibea wn 2M1 lures 9,elm 44N sup y% -1 2%2 9msb 3»I /4/s sum 4'•b' (54') PRECAST %1 I644 m12 Yi9! gab, 4315 4y49 %1 1604 2212 2ya9 9ibl 42» 494! (68') PRECAST e» aes Hsi 2sx urea 9lBT %II b» ¢6e r»l Isx 2Ma 3382 9411 5'- Im"(TO•) PRECAST see tw1 n4• use IT» ]leg a,6 2.1. 2]ss m! Mae 2»s b'-8' (8m'JPRECA9T D,b y2D,., roam 2--% s1p lmem ro!m I•Jep 2- 2e» ssxs T-b' (9m') PRECAST D0• 112 -4 I» 2 2%1 ebb e9e ee4 I»e 2. 2961 29.9 9'-8' (1169 PRECAST 32D 0u a9q 2 !1D ebb 1 Iml] 1 maa I I- I2mro 2l31 PATIO (2) 3052-SH 6068 SfsD. I R00 II I II II ®11 O II 0 _ I I KITCHEN I I PAN. a' -a' r-- CLG. I I I I I I I I 1 I FOYER I I (2) 3052-SH � 3068 W/ 36 xl0' L-3 I TRANS. O ORCH 8'-8' GLG. L- 6 L- 5 3052 -SP BATH 8'-8' CLG. /0 O 0 0 GARAGE 8'-8' CLG. _ - ---16'-O�X�'-O'0J4D.- e ------ LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATEr) 44IIIIIIIII'ST-4^4TI111fLINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 IT-4' SF28-IB/IT L 2 4'-0' 8F8-IB/li ® . ' L 3 1'-6' 6FI6-IB/IT L 4 T-6• 2F24-BAT L 5 4'-6' SFI6-013AT L 6 6'-6- SF16-I5/IT L l 5'-Im' SFI6-015/IT MATERIALS GENERAL NOTES s Bar. la.d feungg W.w an ra ioml dmlyn amlya. per *, SAFE LOAD TABLE NOTES TYPE DESIGNATION I. Yc 0' preuet IIMaI 4mmm pal 1. P`ovlG Nil marlpr b.d eM head JoIMs. ACI 9a arld AC! Sam Dm'IDP° 1. All velum Weetl on nlnlmum 4 IrldI 1. For cppOelW Imtol halghts not ehoun, prmVmsetl lintel • "P pal 2. Shora filled IlnNls as r.qukad. Im. TCI mwd sw 5W of IQ, Instalbtl In exlrlp concrMe Mel burring. use fs bad hu next T hel8ht ehoun. 3. Cxout ASTM G4l• Y 3mbm 3. ImMlktfon of Ilnwl mwt 1 Ilh th. erdtllawturel E Ian: ea a 1.... for unflil.d 1..1. met e.1- Ikula I Ws not ahoun, ws safe load F • FILLED Will C l / U • AFILLED F'r 9 ' u°1ay °' maaory a.11s shall heva a mellrg or stucco applied I. aeeor_1 SEE SAFE LATERAL LOAD xcapt 6n9 Psl ./ maxmun 3B k1aYr and/or sVvctural dxtel.nte. with AS- C-2S6 ar ot2ar eppov 1 7.jt,1V. TABLES FOR LOAD RA0% r.dac.d by 2m% If b.a-9 I"th le han n.xt Iwtepet I.ngUl Nlalln gLWT1TY OF 9 REBAR AT �I gge9et. 1 B to II Irdl eltap 4. U-LlMals are meruf.etured eith 5 I/e' long notdee dl II. Linwe boded s4Wteneausly eIN vrtlul (jANty or FOR EACH ADDITION,aL �°° Ui°n 6 I/e kld.m. 9 All Nfa bed a units of pouMe pr Iln.er �DOTfOM OF L•REL 4. Carlrate Ma-9 lints (CM) per tha arlW b a -- ddate ven-I -1 ..Nforeleg and groultrg. tpuru and hxixontal rawau bads eMu W bbl. duekmtl RERi01�ED GAl FILL 2. NIT.. Nol. Rated root a AbT C9m een.I- net a- 5. Refrence u.a CAST-CRETE Loatl Oer tlon 6,aph bo d ref ur edbkled bedkg oath the rolbeing puatbn-- CCIIpBE 3. Sal. I ad� a- wlpr.1-ad .11a 4 bads. 0. All bra bade W sed on sleply wpporl.e u aaspr«Nve aVanjh . ISDm pal for Ilntel denectlan mr-aUon. A. Safe loads W..tl on jatle 4m or jade 60 .pan. SF 16 -1 B/1 T S. R4aar pr ASTM A61S j. . 60 6. Dottom Held added rl2ar to W bcet.tl at Vs bottom new r.Wr. II. Ina nabr M th. the paremiaaia p 6. RapUmel V 1 ASTM A4I6 of lie lintel _11 AnPllad Ven-I bed • g lA1 I-d n' CLR TYP S. Qr 1 rsWr me be subaUWted for tow Indlutm U» cent r.dlctlon far da 4m S m y ab 9 ° g da 21m Ideerolaxauon 1. 1/32• dlasletr wke allrmps aro aeldod to Un W. to vaNbal toed Befa hrizonlal lutl 9 r.baro b 8' Ilnwa only filed added rebar. 1_ QUANTITY T S I. Florler ASTH C21m M a S bettan steel la meehenlul enchora ceps ty un (2) 5 REB4R b. TYr dmi kbta eanearllratatl Exa 4 1'-6' lintel t 8F32-IB oafs REDAR AT TOP Pr t a 8�• 12. Addttlonel lawel toed I be 9''naY wa °1P L D A Gast-In•pau eorvHa ury ba provb.d b conposlN Ilnul obulvd bU eM dml jlr by provldkg OdtllUOMI relnrorced GR4m a CiPbm bob hour u,. safe bad tablet by jevlty bad 6412,w w/ 15% NOMIN4L NEK M Ileu or Corle.ta uraO.ry un14- ca�vata aasaery .bow U 11-L 9r deaall at rl j4: aab,alkg uu mexlaeal rml.Lklg ewIllwlt eduIXlOnx 4l7 (E5) . 5901 plf NG1"R(aL wDTN y-T� end elver at d-aeey how rau or etppon. A R C N I T E C T S 6 Design Gr u IR�. 2.491 n. rtvn2tLv ncntawr Dt.r LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 1'.0003326 I F ftl ti j 8 h Z V Ta O F 0 8 F-summ g L0,3 SILVERADO LOT #24 BLK #1 PROJECT: 04128.000-24001 MCDELt 4EHB "2605-HAYDEN" GARAGE SrIMG: RIGHT PAGE: LINTEL SCHEDULE 150 MPH EXP. B (CAST-CRETE) ARCHITECT: STATE OF FLORIDA 4 -' (( �a'TOT`P II.InCLEAR `L AR NO 93723 J c"U. PlaNT DATE: SCALE: 1 /4"= V - 0" d0b IIT AT - S S wai MO LP LWTHL CAVITY DOT TOM ai F1aOVIPED M LINfEL (VARIEe) 11�, JIIII�V.[l A R C H I T E C T S 2l'- 1' PATIO 2V-4' iz'-4_ e 10'-2' II'-2' IS'-8' ro OVERHANG ------------ — OF ROOF ABOVE 3052-SH (2)3052-SH EGRESS' 6068 SGD DINING LIVING ROOM ROOM BEDROOM #2 v 8'-8' CLG. BI 8'-8' CLG. `! 8'-8' CLG. _ 4„ 5'-8" 3'-8" '-10" ' 5'-4' 3'-4" 9'-0' Q'.... 9 V. C. 9 1 I - -- ti• �t A 4X4 -- --- - - W_ e • I 1 POST O I I(ABS) 1 (C ) O I �II r m LBW. 1� BATH 3 v --IC. V. UP - 2.8 KITCHEN 1 i ! T WC 8'-8' 42' N. HALF L.B.W. q 31- 2 8 _ 10 -le _ 0 WALL W/ CA_ r ---I — STOR. O HB v --!;3-SH I OPT. I b36 - 4X6 SLOPED CLG. I REF I --- POST STAIR DATA L — — J C. (CCA) 16 RISERS ® 1.54' GOND. B ARCH 15 TREADS s 10' x AS +I• NOSfNG BOLLARD 13'-0" 81 N 4'-0A 14 PER REQ. ---__.---------I -.- O CODE Al GARAGE d 8'-sLcLG. i FOYE 0 8'-8• cLG. ICI I � C.I V. 3 J —My (2) 3052-SH 3 8 W/ 10' TRANS. e v I PORCH I6'-0•xl'-,a•o.HD. - _ S I V-8' CLG. ro — . — — — — — — — — — — — — — — — — — — — — — IF pi 3 -0" 20'_4• 0• .2'-10" IS-0' 21'_8, _ FIRST FLOOR PLAN NOTE: -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRAN50M (SINGLE ASSEMBLY) -20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R3023.1 OF THE FBCR 5TH EDITION (2014) 01 EXTERIOR MASONRY WALL BRG. HEIGHTS 6-8' BRI- LOAD BRG. WALL UND. ON PLANS SQ.FT. CALC-S IST FLR LIVING 1104 SQ. FT. M FLR LIVW. 1501 SQ. FT. TOTAL LIVING 2605 90. FT. GARAGE 431 90. FT. PORCH 53 60. FT, TOTAL 3095 SQ. FT. PATIO 80 SQ. FT. �4=* I DBL. TOP PLATE 0 m A BAR DETAIL e C� COPMW NO aADDNO WM LOADs SASICWDEJP MFW3T5WVGISTS omma s0UAF1E zm so m wo cW,o IEUM MDTff FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR. MIN. CRITERIA S.G.D. MIN. 41 5 23/-29 CRITERIA 16010 O.H.D. 112 1 5 1 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. CONMOL DATE 07/00115 .. Design PH: 407-7748078 FAX 407-7744078 www.abde igngroupxom AA 8: 0003326 F w y 2 0 w 0 0 V III BLTHDIV. dt LOT SILVERADO LOT #24 BLK #1 PMOJ=T# 04128.000-24001 MODmMIC 4EHB "2605—HAYDEN" GAP—tGE EB'WING: RIGHT PAOID: FIRST FLOOR PLAN 50 MPH EXP. B ARCFEIECT STATE3TATE OF�OMA DPMUNT 11/2/16 SCAM: 1 /4"=1 ' - O" s*rm= 2 THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE 2 114' HANDRAIL o 36' HANDRAIL ® 36' W/ 2X4 RE.INFOR NOTE: HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMTETER OF 1 3/4''- 2' OR A NONCIRCULER CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARCsEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGE$ SHALL HAVE A MINIMUM RADIUS OF 1/0'. DETAIL @HUANDRAIL SCALE: 3/4'=1ll AH U SECURE TREADS TO STRINGER- (2) LAYERS OF 3/4' PLYWOC W/(31'6 3' SCREWS • EA OR (2) LAYERS OF 3/4' SUB STRINGER UNTHREADED SHANK FLOOR MATERIAL RIPS FOR TO EXTEND BEYOND THICKNESS SOLID NAILW6 OF SUB -FLOOR SHEATHING cr�ga i (2) 3m52-SH ( F A2CSS I I � I I UPSTAIRS CHASE BDRM. #4 I LIVING a'-m cLG. s'-m' cLG. BDRM CHASE `! _ 8'0' CL DBL STUD _' `- 03 I DBL STUD -4• BATH #3 j ?@ 5'-10• 5'-I0' 42' H. HALF O 3 SN :a V WALL W/ CAP @ LAUN. LAV. LAV. 1' 3'-_4'-m'^ 12'-m"_'^_- 4'-I0' CLG• _ 5'-8, I'-S" 2'-4' s A OPT. 11 OPT. I`- I W. II D. v I� �-L STAIR DATA W.I.Cr--� S'-0' CLIG. I' WG -8 16 RISERS 6 1.54' 15 TREADS 9 lm' 0 IR-IS4 3-914 ro 2' 4' v 4'-4° 3'-m' L" uu 3'-10" 3-10' • 2' '-6" 36 ATTIC ACCESS _ 0. 4X4 POST I ATII 4X4 POST CHASE 0 S'-0'0 OWNER'S SUITE BDRM. #3 I c s'-m• cLG. a I� Itr 0a'' av I N A I= (2) 30DRESS =I I � I �j W.I.Cv Irc - - _-- -- -- -�-- 2040-SH TEMP. E RE SS 4 __. 4 2 0 6 13'-4• \- 42' H. HALF WALL SECONDW/ FLOOR PLAN GAP 3/4' TIG SUB FLOOR NOTE: GLUED 4 SCREWED 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID PER FASTENER SCHEDULE DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE 10'-0 3/4' 2ND FIN. FLR_ 8'-S' BRG. HGT. / FLR TRUSSES / 42' H. 1/2 3/4' KICK -WALL / CAP W/ 1' MAx. PLATE / STAIR DATA: tios1NG 0 / MIN. 1516TREADS al / 10'• 1' NOSING STOR. Q w ul /.-3-2x12 SYP STRINGER 3 z REINFORCED W/2X4 SFF W/CONT. BEAD OF K L w / SUB -FLOOR ADHESIVE '� m / PL-400 OR SIMILARE �j EA HORIZONTAL RUN a IV / Q IN, / 2 X 4 RE-INFORCING EA, 2 X 12 STRINGER SECURE WA2d 6'-8' OG / 64 2X4 ATTACHED W/I0d ABWI2X4 P.T. SLEEPER INTO SLAB WITHIN SLEEPER 8' STAIR DETAIL OF EACH END,32' O.C. MAX. ty x.�6 �n•.i•m• NOTE, STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) MIN. TREAD.10' MAX MSER.I 3/4' 3/16' 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 GRASPABILITY WINDERS- MIN. 6' WIDE NARROW END MIK II' WIDTH s 12' FROM NARROW END 34' MIN. HANDRAIL W.T. 0'-0• FIN. FLR A R C N I T E C T E Design Grou .ne. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngfoup.com tl AA #: 000332s F w y w w y 0 a v h O F 0 c SVHD:v ae 140r SILVERADO LOT #24 BLK #1 Faww" 04128.000-24001 moxa La 4EHB "2605- HAYDEN" GARAGE B'WMG: RIGHT PAGE: SECOND FLOOR PLAN 150 MPH EXP. B TAMPA ARCHITECT: STATE OF FLORIDA I P� D11/2/16 8CA=: 1 /4"= V - 0" skim= 3 A R C N I T E C T S SHINGLE ROOF FYI -ON IS'X413' DECORATIVE SHUTTER OR EQUIVALENT I6-0 3/4' 2ND FLR BRG. HGT. _. h-_-/-2l'-1 1/4' BRG. HGT. Y DECORATIVE FOAM DRAIN TILES /\ b' RAISED BAND v u CRICKET 0 � nDECO. DETAIL t'1 WALE: 1/2' 1'-& 10'-0 3/4' 2ND FIN. FLR --- — - — - 6 6 ---- — ----- — --- — va' THICK 3 COAT CEMENT- 6' RAISED PLASTER OVER GRADE 'D' BAND lTYP.J e V FELT PAPER BACK METAL LATH — OVER APPROVED HOUSE WRAP • OR GRADE O' FELT PAPER 4'x4' GALV.'L'•T7PE 4' RAISED ROOFJF . SET IN BAND lTYP.1 S 9 a ROOFING CEMENT FIBERGLASS SHINGLES OVER -15 2x6 LEDGER SECURED V- FELT PAPER ON l/16' OB.B. W/ 114' x 4' LAG BOLT 9FlEATHING OR 1/2' COX W/ 1' DIjC.A WASHER s 0'-0' FIN. FLR -_ PL-17 YUJOOD SECURED PER r-24- 001 MAX - � — NAILING SCHEDULE LSU-26 6 2.6 RAFTERS .S'-S' BR^. HST. LUS26 W/ (4) 10d'A -- TO LEDGER AND (2) 10d'e TO 2x6 JOIST 2X6 LEDGER W/ 12'xB'---� THREADED ROD 52' O.G. 2'-0' MAX SET IN 91MPSON _ HIGH STRENGTH EXPORT 6' MIN EMBED. I/2-THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY ROOF @� S.G.D. SCALE: 1/2' - 1'-0' FRONT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 6 �FYPON IS'X62' DECORATIVE SHUTTER OR EQUIVALENT /4' R415ED BAND } 10'-0 3/4' 2ND FIN. FLR 8' BRa HGT. 6' RAISED 51 BAND 0'-0' FIN, FLR IV-0 3/4' 2ND FLR IS'-0 3/4' 2ND-FLR. BRG. HGT. Y BRG. HCsT. ❑E 1:1 E El e s 10-0 3/4' 2ND FIN. FLR�y _ _ — 10'-0 3/4' 2ND FIN. FLR &'-V BRG. HGT. 0'-0' FIN. FLR.�, 0'-0' FIN. FLR REAR ELEVATION TEXTURED FINISH 3TD, CALCS - OFF -RIDGE VENTS ONL AREA OF ATTIC = 1585 XL. FT. NET FREE VENTILATION AREA REQUIRED = 21300 REQUIRED VENTILATION AREA = 158S/300 5.2e VENTILATION AREA X SQ. INCHES PER FT. 1144) = 7W.8 SQ. IN. MIN. REQUIREDVENTILATION = .5X 760.8 IN UPPER PORTION OF ATTIC - 380.4 SQ, IN. OFF RIDGE VENTILATION AREA = 1155Q.IN.PERVENT 38Q4 /115 TOTAL# OF VENTS REQUIRED = 130783 TOTAL# OF VENTS PROVIDED - 4 'AREA Of ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) WDesien PH: 407-774-8078 FAX 407-774-4078 www.abdesigngroup.oDm AA #: 0003325 F y W V 0 4 c F 0 ERJlwTv. a. LOT: SILVERADO LOT #24 BLK #1 PROJ%C:1 jM 04128.000-24001 xoDEm.: 4EHB "2605—HAYDEN" GARAGE ISIMMO: RIGHT PAGE FRONT & REAR ELEV. "C" 150 MPH EXP. B ARCHfTECT: STATE OF FLONDA Ao�/ DP TM 11/2/16 SCALE: 1 /4"=1' - 0" SUM= RIGHT ELEVATION TEXTURED FINISH LEFT ELEVATION TEXTURED FINISH A R C H I T E C T S 6 Design Grou .. . 41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA A: 0003325 F w y U O C G h 4 G V 9TJSDIV. Ae LOT. SILVERADO LOT #24 BLK #1 PMJMT/ 04128.000-24001 MODMU 4EHB "2605-HAYDEN" GAisAGIC DMMG: RIGHT PAGIC: LEFT & RIGHT ELEV. "C" 150 MPH EXP. B ARCHITECT STATE OF FLORIDA r$ 6 ROLAfD A CRA AR 723 P IM D11/2/16 HCA=: 1 /4"=1' — 0" Elan T e,'- 4' 4 WA CPO WA 14 WA EE I - 0' 0 WA I I WA F7 14A MIN.15_ -IF7— WA Typ. WAI W" WA 11, --A 1 16 LL� 4 WA 7B W 000 ❑ Lj WA El 11 TYP TYP.1 oa td®® FRONT ELEVATION 11 -1. II -01 14'-0" 144A W I-11N Typ. J.A WA -A WAI /7. WA WA Wp IF ❑ ❑2' 4B WAS TYP. EIE u REAR ELEVATION rA R C H I T E C T 3-1 G r afla I L...sl n ou LONGWOOD, FL 32760 i�j j PH: 407-77445078 FAX: 407-7744078 www.abdesigrkgfoup.com 6 AA #: 0003325L O ulwiv. a. WT.*, SILVERADO LOT #24 BLK #1 PROJECT/ 04128.000-24001 MODIM 4EHB "2605-HAYDEN" GARAGE 8VDIG: RIGHT PAGE: WALL ASSEMBLY ELEV. 11 c " 150 MPH EXP. BJ �AMMC -I STATE CM Li rp—RINT DATE: 11/2/16 SCALE: 1/4"=1'-0" RKMET 4C. I of RIGHT ELEVATION LEFT ELEVATION A R C H I T E B T 8 Design Grou ..e. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 E W h V y 2 F a a y W O F O v Smwiv. ae 1,07 SILVERADO LOT #24 BLK #1 PROJECT# 04128.000-24001 1[ODEL: 4EHB "2605-HAYDEN" CARAGM 8VMQ: RIGHT 'TT ALL ASSEMBLY ELEV. 'C' 150 MPH EXP. B ARCHTECT STATE Cr- FLONDA V r Li DPA11/2/16 SCALE: 1 /4"= r- O" SitEET 5C.I CONNECTOR SCHEDULE IMPS N USP DES. UPLIFT GRAVITY DES. 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Nxaewfan ] t,e•wA. urN.o• SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3 u SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 6 5'-4' TO l'-0' DBL 2 x 10 I'-O' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 6 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 V-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (rt.) UP TO 5'-0' TO 8'_0' U.N.O. 4'-II 1/2' l'-II I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 (•2 SYP) VI6' OSB NAIL (3) 12d m 6'-8' O.G. TYP 2x12 BM /HDR FRAMING NOTES: I. HURRICANE STRAPS TO BE MANUFACTURED BY 5IMP50N STRONG -TIE OR EQUAL, UN.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: TRUSS TO MASONRY/CONCRETE SHALL BE META-ICo FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-10 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/3-106 GUN NAILS OR 3-126 HAND DRIVES 6 EA. END. CUT PITCH e BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. -1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. '3.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS a DETAILS. --If —jE — I I FT5 11 11 1 IFTD I I I r—,II II I� 1 9 II II II II II III II it II II II 11 11 11 II II II II 11 1 vuvuv,uuuNNNNN������1 .HNNNI�HNNUm m w wMNN NN�� II II II II III II II II II I I i II II � II II II I III I', II II N�InwwW -- I I I I I I f 1 I I I I I I j -T�K' L- 15 7 12G I I I I I I I Tlal95 TO 4 I POST (2) HTS-2 IPOST TO SLA _ HTT- ! I i I I I LL v = T :1 (2) 2XI2 HDR W(2) JACK 4 m i — (2) FULL STUDS EA. SIDE — — AL mc�— =ter T — r —r— O— — T K—_ p — F7GE2 f I HUG-410 LL �. FTGE i■ _ _ _ _ _ _ _ ■ (2) 2X6 LEDGER SECURED W/ 1/4'X6' EGE LAG BOLT W/2' DIA. WASHER ® 24' O.C. FRAMING PLAN CCA 01/22/16 A R C N I T E C T S Design Greu LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA A: 0003325 w m O a ]c O F O V c 8178DIV. do IiOT. SILVEI ADO LOT #24 BLK #1 PRoj=T# 04128.000-24001 HODIM 4EHB "2605—HAYDEN" GAP—%GLL BWMG: RIGHT PAO1C: FRAMING PLAN ELEVATION ,]C]] 150 MPH EXP. B-CCA IF ARCFNTECT- STATE OF FLOF�A I mn/, / P TM D11/2/16 8CALE: 1 /4"=1'— 0" slim= 6 CONNECTOR SCHEDULE SIMPSON LISP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER N w„m'I.M1r, n,w i-M1.. Mn ro,w [1 m•-NOwartnu r r MM ♦. II@1 IIN w a I vr, im/. NO w artW„ m,w„VY.Now?fid Vi .,i2irar Nn-> vee Went» voxr m ¢• mrw. rr, w ro wroo roe.. �,o«,oee i«n�a¢Ne eae sN« rN ir'. e•me No ro«eu. roan m+eu, w•xs'm¢. rar,iom rNmm, r �r.oa•aawi.: r`o . m,w,i-v,• rw., n„w.l v,• Nrrr Nn r r, mN tar N,rb IM M,wx NL'. rtuwxivl. M, w, ¢» our rur<-s nxa.r ew N ror.0 rrr a wr•.im � Im N eeA rY,wx w Aro4 r� ro.Tp fll0n (IN eGxI V1'.!W)M, .W ro M,w,ru p,in•,O Mtt. Wnru le,ivY rO e+n.lumxr N•ro rner. 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W ,o eavma ro, w,o uetoo Z z Q re w'xt-Du'mml nxge RsnY,roov.ro,wM,uOoo•eYn rd w'xi'Weamie.nNwio eUOo. = ro cu nN w ro umo. rut. re w•. i• ee eoer. ro, w ro r¢ao �o ou r.,�w•.� e.�w.. ro w¢o ease» roar ero>n r¢. �arnecl ne a«aenwr,>„¢re«e a ergo rot ilar,r1 wmm�r_ "tar ra eumrmn.a Nit seevnw vmr. nemae ae ux . w.o.eenc ro wr.uanoi "r. «eNmnen am! w. i m• N.w N r�INnm,+«n!. xw eaeriax N na .ua¢m. w.o. wna.snv+.a� wo, w awexrrc, r �w«.rn.cw nre..�airnw+ ,� M«aQnoixnw � m+.uanr. nc..•wemmrr„ z SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3 HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-O' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ff.) UP TO 5'-0' TO 8'-0' U.N.O. 4'-II 12' 1 1'-II 12' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 2 x 12 (r2 5YP) 1/16' OSB NAIL (3) 12d a 6'-8' O.C. TYP 2x12 BM./HDR FRAMING NOTES: I. HURRICANE STRAPS TO BE MANUFACTURED BY 5IMP50N STRONG -TIE OR EQUAL, U.N.O.2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: TRUSS TO MASONRY/CONCRETE SHALL BE META-16 FLOOR JOIST TO MASONRY/CONCRETE SHALL BE 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 51ZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN /c. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES o EA. END. CUT PITCH e BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRU55EB TO TOP OF TRUSS BEARING. &PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. S.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. CJ I 1 I l u I I � vll II II II n II II II II II II II II i I II II II CJ I TRUSS TO 4X4 POST (2) MTS-12 POST TO BLK NTT-4 TRUSS TO 4X4 POST (2) MTS-12 POST TO BLK HTT-4 A-1 — _ — _ = ASA5 tA A3 — �. AAC A4 = AS = A6 A" - CJ5 -- / IIfI CQ3 '. II II II I I EJl1�� TRUSS 2) 4X4 POST Lr_ TO 5 POST TO LK HTT-4 TRUSS TO 4X4 P05T (2) MTS-12 POST TO BILK HTT-4 DBL STUD 41 ROOF FRAMING PLAN CCA 0122/16 CGE A R C R I T E C T S Gr us�n LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigrigroup.com AA #: 0003325 w h a Pi O a A 0 v J u BUDDIV. de XeO SILVERADO LOT #24 BLK #1 PROJECT# 04128.000-24001 MODEL: 4EHB "2605—HAYDEN" GARAGE BWMWG: RIGHT PAGE: ROOF FRAMING PLAN ELEVATION ICi 50 MPH EXP. B-CCA ARCHITECT: STATE OF Fl OFMA P � D11/2/16 SCAM.. 1 /4"=1'- 0" B*rmw 7C A R C N IT E C T S ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e I45V OUTLET 207 NIP GN E POLE 110V OUTLET 110V OUTLET TOTC BWTCH OUTLET OARED OP1 IWV OUTLET M W�=0 "" RENSTNJT TTPEJ �1- xx0v OUTLET r+) uAr� coraEcrloN III- _ -C- (fl d �• WTEI�ROCP NiE�RB1REP FAULT SUATCH T \ - SUATCH 3=T OPER 4 BUATCH 4-UTAT OPER DINING s �O UwLLnowED LKdR ROOM / CEILNG L—T PIS g VP LKdR � gip\ RecEeacD cAN / GFI WALL SccNCE ul \ I O '}) VENT. FAN I CRt KR 86 PT. VENT. FAN u0L2wT 1 OI`i KR 8GL li. v <SKcreim By WL OUTLET I FOR VENT �T N x-eI1Le BRAD FLUORESWNT ARaAo OR MICROLICW IL \ 0 KITCHEN \ GFI =-i \ l J j OPT. �I /C` 2' FLUORESCPNT _ _ _ +' FLUORESCENT R R "�—$' 4' TRAIX LIGHT © PANEL aiiam METER REF CsFI -- PAN. IL-�- n s.D. e G ce EcroR ,'wANTM MWE • I ® S/CO ca®GN naax OMCKECT� �.� dew MTER-C.QIIEGTED WALL DE A DISTANCE GF NOT LESS THEN 4' / / PRE -WIRED / CLG FAN / P AIIT LYY1T FLEX rl/ OUTI-SSAL . TELEP 6 JACK 1 rV.l TELEV151GN JACK ICJ CE LMY 60%REOUIIE TO eE SUPPORTED N JO J-e0% ACCORDANOE W/ BOX I � ICEILPIG FANILICiR �TM�A"E� P�012I 0.0CD LU OPT. SE— y KEYPAD FE PG PUSH-EUTTCN FOR CN8E8 a--� um PORT LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED E HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014), 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI s ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION 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 C201d) LIVING ROOM PRE -WIRED GLG FAN SWITCH IN / \ CABINET -OUTLET /TO 2ND FL. FOR DW / ITCH / I T lj 1 I _ S/CO- A / GARAGE DOOR I I 1 1 \ KEYLESS FIXTURE GF I GARAGE DOOR PREWIRE GARAGE 1 I I FOYER 1 � Jo o \ P.B. FOR 1 CHIMEyyS--��I PORCH PRE -WIRED GLG FAN : /,4� BEDROOM #2 I $D.1 O II T BATH #2 _T I _ I I I I L zBOLLARD AS REQ. CND. PER BLDG. CODE -- ZFIELD Q VERIFY a LOC. IRRIGATION OUTLET 48' AFF. FIRST FLOOR ELECTRICAL PLAN 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPA TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 "1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 F210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 1 UNIT - NEW CHART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE 92) HOUSE PLAN: 4EHB HAYDEN MODEL LOAD INFORMATION VA l 01 SQ FT GENERAL LIGHTING U(3 VA PER Sp FT 7803 2 20 —F APPLIANCE CIRCUTI' AT 15GG VA EA 3000 t LAUNDRY CIRCUIT I50O t RANGE AT — PLATE RATING OR COOETOP/OVEN 12000 1 HATER HEATER a5- 1 DLTHNASHER MOO 1 C�ES DRYER -- I DRIFOSAL 500 1 1HCR01AVE 1500 REFRIGERATOR 1200 SUBTOTAL OF GENERAL LOAD 38203 FDiT 10 WA OF GENERAL LOAD AT 10M 10000 RELAINDER OF GENERAL LOAD AT 40X 24 W VA :.4 11282 TOTAL NLT GENERAL IAAD 21282 3.5 TON HEAT PUMP (W/ 5NN E-0—Y HEAT STRIP) 21 240 VA- - TON CGGLINO 9Y8TEK 40 AYP x 240 V 0500 NET GENERAL WAD Yum NET TOTAL HVAC 9800 TorAL LO_ soea2 CALCULATED LOAD FOR SERVICE soeez VA/240 v Sza wA� 150 AMP SERVICE ---T CASE SCENARIO - HIGHEST HVAC LOAD USED TOR CAICVLATIONS.• NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 3000 VA ® 100%, REMAINDER o 35% NET LOAD: 6,S49 RANGE: 12000 * 10% 8,400 DRYER: 5000 a 10% 3500 TOTAL 18,84E NEUTRAL AAPACITY: 18,489 / 240 - 18 A '2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3 M CU, 1 16 CU GND 2" CONDUIT OR PROVIDE 3 -2/0 AL, 1 •4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT ® OVERHANG.) COMBINATION SERVICE 1501 DISCONNECT SWITCH AND 120/240 VOL M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MCB TELEPHONE SERVICE CABLE ENTRANCE SERVIC EOUIPMENT EOUIPF Design Grou .. . 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 E y U W 2 O 4 C�a O F C AIR aVSDzv x w74 SILVERADO LOT #24 BLK #1 04 12 000-24001 1[ODEzs 4EHB "2605-HAYDEN" GARAGE BIWMG: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN %150 MPH EXP. B ARCHITECT: STATE OF F�L^ORIDA 1� nLO� y 1 INTERSYSTEM BONDING j TERMINAL AT LOW VOLTAGE CONNECTIONS { A AB AR NO 93723 I P4 CU SERVICE GROUND CONNECTED TO DA 11/2/16 CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH SCALE: 1/4"=V-0" EDITION (2014). aII 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 125V OUTLET 20 AMPS E POLE IIOV OUTLET IIOV CUTLET -ET WRED TO BWTCH -ce GFI 110V OUTLET NR(TR mSISTANT TYPE) 220V OUTLET f4J WRE CON/ECTION WP ENT. WATERPRCOl GRAND RAULT GFI OUTLET NIERRIPTER euutcH ItsSWITCH 9-WAY OPER W4 SWITCH 4-WAY OPER 1 0 —L IKWIED L4 ff CEIL— LIGHT VP FiBGOR LIC.4 .o RECESSED CAN �- WALL SGCTL'E PRE-WRED VENT. FAN 10, PER sa FT. VENT. !AN IWL'd NT 1 CFM PER SO. FT. 1 1fT/TTT�T V CIXTUFE [SPECS�T2BD 6r O FLUOREeT ENT 2-BULB WRAP AROYD 2. R.IIORESCEM 4' R WWSCENT 6©� Tl K LIGHT PANEL I'EiTER OS.D. d'{OIZ DETEROR 64TT. edIX-W WALL Mm.. BdTT SD. BFICKE DETECTOR Ey_ye@g19� ® $/CO tl'IGIQ� pER 01lE pAtT. BAOGIP . Co.TED SHALL DE A DISTANCE O! NOT LESS THEN 4' ABJFI.IT L BHT I t\ MURAL GA8 V CUTLET ► TELEPNOTE JACK � WATER �E.ATER eE ELly DISCMECT A. A AIR CROtt.N. DISCONlECT TV. TELEVI--JACK 0!LI .-REC JO J.epX DE SUPPORTED N ACCORDANCE w BpX MARLED AS SUCH FOR CEKlG eoX REaI CEILNG FANrLIGNT TO eE 9UPFlORIED N ACGOI®ANCE WI BOX MAA�D AS 611CN FOR I ROOD IKWT OPf. BEQRITI' KCTTAD PH. Pu811-EWTTCN FOR CHR1E8 �-'� Uep PORT N 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 (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE CsROUND 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 C2014). ALL LAMPS SHALL BE SELECTED BY BUILDER AND l5IT OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER FBL. ENERGY CONSERVATION !RESIDENTIAL ENERGY EFFICIENCT) 20I4. 5th EDITION R404.I SECOND FLOOR ELECTRICAL PLAN A R C N I T E C T E Design Grou IRD 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W 0 a Cal Tit O F O E N EVBDIV. ae LOT. SILVERADO LOT #24 BLK #1 PRoJECTw 04128.000-24001 HODMc 4EHB "2605-HAYDEN" GARAGE 01rMG2 RIGHT "TtC0ND FLOOR ELECTRICAL PLAN 50 MPH EXP. B ARC HrrECT- STATE OF FLOPMA 3 11/2/16 SCALE: 1 /4"=1' - 0" ElitE'P 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 AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND I PATIO INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA SOA 2-3.1 L 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET r 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 5714 EDITION DINING (2014) MECHANICAL CODE 603.1 ROOM 8• S/A LIVING 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE FROM ROOM MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE ABOVE SECTION 403. BEDROOM #2 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE I RETURNED, TO EQUAL AIR EXHAUSTED. 4 12X8 ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIB/SMOKE ----- I I I� - - - - - --------- l 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. 10, GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. LIXKITCHEN 12XI2 14AXS911. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. THR1 BATH #2 FANTECN DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS.X Ii l l l i l9TORNOTE- ALL HVAC TO HAVE PROPER O PANS W/ DRAINS PAN. r -1 ATTIC o CEILING - - L _---�— - -_ - -_ EXTERIOR WALL O O 12XB—� -- 8X4 AIR RETURN PLENUM T y �' \ SUCTION AND LIQUID -� ( �� \\ p AIR SUPPLY �1 REFRIGERANT LINES I (ABOVE AIR HANDLER -� EXTERIOR WALL 1 3/4' PVC CONDENSATE DRAIN LINE FLEX I - EVAP. TRAY � 1 PVC SLEEVE TO LINES BELOW SLAB 1 FOYER _ I T REFRIGERANT LINES TO I PLATFORM- RETURN CONDENSING UNIT __ TRAP DRAIN LINE AND TERMINATE -1 GARAGE IN AN APROVED DRAIN, AS PER FBCR 5TH EDITION (2014) ! MECHANICAL BLDG. CODE ! SECTION 3012.1.1 PORCH HVAC DRAINS FIRST FLOOR MECHANICAL PLAN SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG _ —'-- FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK J I P.V.0 OPT[/SPEC -��-- --- - v kINV. SEE -9 SITE PLAN FLOOR SLAB CLEAN —OUT (TYP. NT COUNTERSUNK G.O. PLUG 16 SEE SPEC. —r--------- \l\\ � .-_ _ `- J� I-B•XB• GONG. FIN. GRADE' 'k OR PAVING - - _ FITTING OR I EXTENSION TO SOIL OR WASTE AS REQUIRED I I % INV. SEE NEXT. GROUND CLEAN —OUT (TYPNT SECURE STRAP TO CONC. CONDENSER W/ (2)-3/'X2' TAPCONS UNIT T SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB SXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN OND. 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 1 BALANCING DAMPER OR OBO O CEILING EXHAUST FAN Fl CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR QT THERMOSTAT m PASS-THRU AIR GRILL L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngmp.com kh AA #: 0003325 w w 0 a 0 F 0 SVSDIV ffi LOT: SILVERADO LOT #24 BLK #1 PROJECT# 04128.000-24001 MCDA c 4EHB "2605—HAYDEN" GARAGM B'WMG: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 50 MPH EXP. B ARCHITECT STATE OF FL ORDA d PRINT DAT3M 11/2/16 SCALE: 1 /4"= l' — O" SiIffiET 10 SECOND FLOOR MECHANICAL PLAN A R C N I T E C T 3 6 Design Grou i,�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA # .. 0003325 F W y V Fo 4 V y O F O 4 v SvBD:v. ae LOT: SILVERADO LOT #24 BLK #1 PROJZCT* 04128.000-24001 MODS 4EHB "2605—HAYDEN" GARAGE: STM90: RIGHT P-'?tCOND FLOOR ECHANICA PLAN 50 MPH EXP. B ARCMTECT: STATE OF FLORIDA P TE D11/2/16 SCALE: 1 /4"=1'- O" >_113CMT Yu 9 R®AR veencALLr W car. PqR CELL 6CE PNCRGY CODE FORD FOR ON YEW.ATIR-VALUED _ TEMIIYED PNIDN BCCUIE P.T. BT. RATE TO LWC. W N'XIm' AN0110R DOLT W 3' WABIEIY SCCIYE P.T. DT. PLATH TO GLAD W N>Um' ANC1rR DCLi W ]' WARNER DLME P.T. BT. RATE TO KAD W • t' CONO, NEW W bW Aw—WIM ON —L —Y ETHrLeTE vAPCR DARYER IX L Y� YDLL-CainADTeD 0.edN PLL TeRMITE n O TREATMENT SHALL DE DORA-C41E '• D. QL --, y g 1' Q1DED. MN. 9]' OG. MAX l' EEDED. TDL 6 33' OC MAX 9J 1ptl MABMSY NAILp . 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W CNd1R8 L pSu = m� m3 _ �. I_-0� fU�REBAR ON CHASE \\/\ \ '•-. ° •° ,m -• //\ u \ \\� .� 2—STORY FOOTING Y m 2—STORY FOOTING AT GARAGE A CONCRETE PAD 9 SLAB AT S.G.D. DOOR FOOTING �1 SHOWER RECESS FOOTER �1W/ BLOCK WALL SCALE: I/1 .I -m' D . - 10 SCA E. I•.I•.m• �ARAGE 11 SCALE N•.I'-m' 1l.. acuE r.r-m• 1aJ SCALES I!1'•I'-0' __ �.._ -�-- _ _��-�CNLK A1O REAL GROIITEp DaA BEAM M-- GAB LYE TD VERTICAL REDAR TC NDES PER ELE,. � ._�__— I }PVC 8L[eVE PORGAB LYE 9 IY9BYCNTAL R�•R W 1�— TIE VERTICAL IEDd.R _ To 110W 3MTdL • - ° .b D' CMI PILLED CELL (TTTJ 8' CMU � 1J3' DRYWALL fApO{1TED Dab DlAM VdRED PER ELEv. C REBAR W Im' HOCK - VdRE6 PER ELEV. { c - ° �r GR�uTeo DOYb eEAn -� DxL .NrA+oR BaLTe a fuE•xT• J-DOUR nR Y D•EEeoreNr W Yxl•XU•• WAYYER AND — aPd EYN-Y FROM FLOOR TO BOND GEAI.1. BET IN JOSITB PIQLTY TO PILLNG'"e VED A)IC•IIf.R M ` ' '^ 4 b' PVC CHAEE THRu ROOTING - L—.. -' — - I1. SOLID r'aR ALCEP'TADLE r3TYCPITl I-BTORt' (]) Ri REDAR ON CHAIRS 3.aTOR1'- °' EXT. /INT. FRAME WALL TO (9l'• REDAR oN CHASD - 1 L ---. ° 14 NOT USED ��1BLOCK WALL CONNECTION 1J BCALEI N'•I'-m' 1 GAS LINE THRU BLOCK E:I.-m' u9eD•EER,DALLYWcar P.'.1R CELL Dee EMEIYGY cone PDRMD Pole - �— .I -.. -.T— T_ •IIr� •.l _._ �dTION R-VALIEB A' GYP. WL. BD. � . . Pat YDPE �0�11�D PCLR M�aP'E REOYRED z — zi e,� i- L LL t' Ca1C. IEYF.W b'Fb' WAXFYAm WW9 N i o oN eHmL POLY Erunere YAraR , t DAIDBER W YELL -COMPACTED CLEAN - m'-m• FK RR _ 0-m' FRL RR_ ° TIE VERTCAL REDAR �Q i I• B FILL TER ALL AW T18AT1-IB1T EHD! ro p 00R6-CAIE TD VERT CAL REE AE (Il S IEDdIY EFT N DYYPSOR HIGH � � BIREIKTN [FOXY D' CEDED. MK .i io (]) 91CfDAR • I -STORY I ' TO IIOIB TAL pEDM W MY IiOaC TO HORIZONTAL REBAR W Im' HONK ��— � f915 RPDAR • 3-DTaCY aRabE RE9M1R TO BE i LIJAPPED W DabLDEAM ] i b' PK CNABE TIR! POOTNG � Lr �+�{yJJyyL., —Pa 1 CONTMl0114 r � �•IED�AM�T DONEE - ° +- • .• Dar, REYF. W 646' WJDIY.Ym ' • ••• YELL-COMIPACieD CLEAN FILL MILL DABBER CLEM LL TeNRTE TRedTMYER b1dLL x � a L -STORY Q f3J 7 REDAR aJ CHAYFD n V 3-STORY HORIZONTAL/VERTICAL DORA-CdRE N. LAP "'ONC PR8 HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH E REINFORCING F BEARINE CHANGE 1—STORY FOOTING A OMITTED D OWE B REBARLAEP Ag FOOTING C AT LINTEL CORNERS D W HLOCK WALL ALL EXTERIOR FOOTERS AT FINISH SLAB'S 70 BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A R C N I T E C T$ 1 6 Design Grou ..!. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abde igngroup.com AA #: 0003325 A i y W 0 rm O Q U W O F Z V aulwiv. Ae LOT: SILVERADO LOT #24 BLK #1 PROJECT 04128.000-24001 mopmmA 4EHB "2605-HAYDEN" GARAGE 8'WMG: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 50 MPH EXP. B ARCHITECT STATE OF FLORDA D TM 11/2/16 DCALE: 1 /4"=1'— 0" aiiEET D1 • e e u i r¢ e r e ///---SECURE 2x6 MIN. TO MILK W/ (2)k' / ANCHOR BOLT W/ 2' WASHER SET / IN SIMP9LN HIGH STRENGTH EPDXY 4' EMBED. p. N SECURE 2x4 ON OO -- FLAT TO BLK W/ CUT NAILS. I 41 SIDES= O' 2X6 GARAGE DOOR SUCK W/ (3) )$'X8' J-BOLTS 4' EMBEDMENT MIN. W/ 2'XZ'XI WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR NDR IN JOINTS R PRIOTO FILLING 1.2X6 PT BLOCK a CENTER OF DOOR HEADER WIT X1'XS' J-BOLTS 4' EMBEDMENT W/ 2'X2'XK' WASHER AND NUT Lj u H1SHUG 1J EVVIC ��1BUCK ATTACHMENT SCAL: 1/U'.1'-0' 2X4X4' SECURE TO TRUSS W/ 3-12d 6'-e' O.C. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TO BLK W/ META-16 7 EXTENSION @ OPT SERVICE DR. SCALE: I/1'.I•_0• 2X4 SECURED TO — GABLE END W/(2)12d-EA. UPRIGHT 2X4 SECURED TO GABLE ENG W/(2)12d7 6'-8' OC / L-30 e ly BLOCKING 2x4 BLOCKING EA. RAFTER L-30 EA. RAFTER H29 EA. RAFTER -2x4 RAFTER e 24' OC. �41 FRAMED OVERHANG 4 N.T9. 8 NOT USED 11 d d PRE-ENG TRUSSES W/TRUSS HEADERSENIOR SIZE PER �9olII�I. SPAN ART. Ilii� III .polp,, i I e I've, 11 CONNECTOR VERIFY W/ FRAMING PLAN — DOUBLE TOP PLATE — CRIPPLE STUDS a 1b' O.C. MAX — SIMPSON LSTA-12 • EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS • 16' O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN i' OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END d NO MORE THAN 12' OC. STAGGERED SP4 OR H5 a TOP AND BOTTOM PLATES a EA FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. 1 ( SHEATHING MUST NOT BREAK I'-4- MIN FROM 2ND TYP. EXTERIOR WINDOW/ DOOR FLR LINE. ��10PENING WD FRAMED (W/FLOOR TRUSS SCALE: IR'.1'-0' FASTENER SCHEDULE ROOF DIAPHRAGM USE 1/I6. 09B. OR 1/2' COX PLY WITH 'S RING SHANK GUN NAILS AT 4' OG. AT SUPPORTED PANEL EDGES AND '8 RING SHANK GUNNAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE '8 GUN NAILS a 4' OC. EXTERIOR SHEATHING USE 1/16' 098. OR 1/2' PLY WITH '8 RING SHAH, GUN NAILS AT 6' O.C. AT PANEL SIDES AND '8 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND 'S R1NG SHANK GUN NAILS AT 6' O.G. AT RM INTEEDIATE SUPPORTS. BEE DETAIL, NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQUIREMENTS bIZE HEAD LENGTH DIA. TENSILE ST TOP CORD BLOCKING AT 4' Sd RONDMODIFIE 2 3/8' JI3 ""S'D.C. MAX. IN FIRST 2 FRAMING: OR i NOTE: NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION I. 0113 INCH NOMINAL SHANK DIAMETER 2.RIw 1 3.16 TO 20 RINGS PER INCH 4 N 5. 2 INCH NAIL LENGTH ROOF &HEATHINGs LAYOUT AND ENDWALL BRACING; FOR GABLE END FRAMING SPACES AT EACH END. RAFTER EA T ING,� alss ROOF SHEATHING IBUILDING LENGTH �1 STICDC K BUILT WALL DETAIL 1 SPS • EA. STUD TOP / BOTTOM PRE-ENG TRUSSES W/TRUSS CONNECTOR UP TO '1000 UPLIFT DOUBLE TOP PLATE SIMPSON META-24 • EA JACK 2.13 STUDS • 16'Or_ 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 PLY • A TIME. USE 12d NAILS, TWO PLY; 6' FROM EACH END / NO MORE THAN 12' O.C. STAGGERED WINDOW SILL W/CRIPPLES 16' O.C. I' DIA ANCHOR BOLT AT 16' O.C. MAX WITH I - EMBEDMENT AND 2' DIA WASHER SIMPSON MSTAM-24 • EA, JACK, SECURED W/(3)Y' X 1 3/4' TAPCONS TO CMl WMIN. 2' COVER / 2' APART 2X8 P.T. BOTTOM PLATE WINDOW OPENING ® 2—STORY WALL 'B rz:NG SHAN< GiN NAi�S . a' OL. iOP � BOrigt EDGER a J e TYP. EXT. SHEATHING ATTACHMENT FOR WALL SHEATHING (OSB TO BE STRUCTURAL GRADE) TRUSS MTS-12 T/16' O5B. 2X4 BTM. HATE 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. l/I6' OSB. 1/2' AB. T' EMBEDMENT LOCATE 6'-8' FROM ENDS AND 32' OL. MAX. TEXTURED FINISH MTS-12 META-16 32' O.C. MAX. 8' CMU WALL KNEE WALL DETAIL 2 TO BLOCK SCALE: IR'.1'-O' A SECURE 2. TO BLOCK W/ (2) a,' TAPCONS OR DRIVE PIN (MIN SHANC SIZE 145) (MIN EMBED. I }•) �4 WITHIN 8' OF EACH pYp� END AND IS' O.C. SPACING. 0913. SHEATHING OR I' CDX PLYWOOD 2x4 BLOCKS CM WALL _ I'IacmT oPEHm� — 6 ARCH WINDOW FRAME A SECTION SCALE: I/2'.I'-0' NOTE : TYP. EXT. SHEATHING ATTACHMENT FOR SWEAR 4 UPLIFT (09B. TO BE STFaJMPAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT a OPENINGS RING SHANK GUN NAILS • 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (09B. TO BE STRUCTURAL GRADE) 'B 2' DECK SCREWS • 6'-B' OZ. MAX • EDGES / 12' OC. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' TAG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE-ENG TRUSS DBL. 2X TOP PLATE O9B. 2X BLOCKING TOP OF T/I6' 09B. 2X STUDS 16' O.G. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING i PRE- ENGINEERED s FLOOR TR)SS 2X4 a TOP 4 BOTTOM CONT. HETA-16 BLK WALL 91 OI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 114. GAP FROM BLK TO O.S.B. O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT PERIMETER OF 09B. TO PROVIDE CONT. NAIL PATTERN 0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. 0 SHEATHING • TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW Q INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 9 EXT. WALL SHEATHING SCALE: 1/2' • I'-0' 6 Gm i �n 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesign9roup.com AA #: 0003325 F W y O V h F2 4 a rn w 0 0 Z ti V SiTHDIv. a• LOT. SILVERADO LOT #24 BLK #1 PROjw" 04128.000-24001 HODEIe 4EHB "2605—HAYDEN" GARAGE SIIIIRG: RIGHT PACHM MISC. DETAILS 50 MPH EXP. B ARCHRECT: STATE OF FLORIDA DATM 11/2/16 SCAR: 1 /4°=1' — 0" 9J Fv - FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R905.2.1 ON I,' 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 V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD - CONSTRUCT TEE ENERGY CODE FORMS :OR INSULATION R-VALUES GYPSUM BOARD OR }' HIG ITRENGTH CLG. BOARD ;ONC. FILLED LINTEL ELK W/ 1)05 REBAR CONTINUOUS 'RECAST LINTEL -EE ENERGY CODE FORMS OR INSULATION R-VALUES JINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 I6' O.G. 8" CMU 1/2' GYP. WL. BD, WOOD BASE 1—STORY 1 (-)BpLOCK WALL SCALE: 3/4' = I' -0' 1/16' 0.S.B. OR }' CDX TYVEK BUILDING WRAP FORTIFIBER BLDG PAP GALv'D MTL. LATH 1/8' TEXTURED FINISH a WOOD Ya' TO % MID WALL WEEP SCREED Z4 F J -8' GMU -5/8' TEXTURED FINISH o MASONRY WEEP SCREED DETAIL (aO WOOD TO 2 Lv�,YA uulN1N. SCALE: 1 1/2' = I'-O' FIBERGLASS SHINGLES OVER "30 FELT PAPER INSTALLED PER FBCR RS052.1 ON Ib' O.S,B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.) O-S.E. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8' O.C. MAX 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRL 15 PRESENT I PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE m' W/ (2) 12d's a EACH TRUSS TYF°. TO BE INSTALLED 'a MID. O.H. POINT OF TRUSS SPAN, OR 5 -F 10'-0' O.C. MAX. SECURE 2x6 PT. PLATE TO BLK W/ }'x3' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN, a 32' OC MAX. k- 5/B THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED m DIRECTLY TO MASONRY 00 a' cm K' DRYWALL I'X4' OR I-X2- P.T. NAILER Ix4 P.T. OR %'X4' MIN. SECURE F-ITHRU FRAME 4 EXTEND 1-Y' INTO BLOCK W/ V TAPCOT48 OR DRIVE PIN (MI MIN SHANK SIZE SIZE 3 HEAD 812E 000 ❑ MIN EMBEDMENT 1-Y4' WITHIN 8' OF EACH END 4 18' OL. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTUFES DETAILS. NOTE: BRIM AS NEEDED TO FLUB JAM (DO NOT EXCEED W) DOOR JAMB TO BLOCK +3/4 OR +5/4 A WINDOW TO BLOCK +3 4 OR +5 4 SCALE: 2X4: CED SECURE TO BLOCK W/ TAPCONS OR DRIVE PIN MIN aWANK SIZE J45 MIN, HEAD SIZE -lW MIN EMBEDMENT I Y.') WITHIN S' OF EACH END 4 IS- OC. MAX SPACING. 2X6: CEM SECURE TO BLOCK WR'Y; -' TAPCONS OR DRIVE PIN MIN. SHANK SIZE J45 MIN HEAD SIZE 300 Li MIN EMBEDMENT I Y') WITHIN a' OF EACH END 4 19' OC. MAX BPACWC 8 CMU 2X8. ® Y' DRYWALL SECURE TO BLOCK Wa-% TAPCONS OR DRIVE PIN 1'X4' OR I'X2' P.T. NAILER (MIN, SHANK SIZE .145 DOOR CASING MIN HEAD SIZE -100 DOOR JAMB OR WINDOW MIN, EMBEDMENT I Y.') ATTACH TO 2X PER WITHIN a' OF EACH END 4 1S' O.C. MAX SPACING MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ys ) DOOR JAMB TO BLOCK +1-1/2" iB1 WINDOW TO BLOCK +1-1/2" SCALE: I'.1'-0' 1-STORY GABLE -� BLOCK WALL J ri SCALE: 3/4'=1'-0' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES j' GYPSUM BOARD OR j' HIGH STRENGTH CLG, BOARD CONC. FILLED LINTEL BLK I (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) "5 REBAR VERTICALLY W/ CONC, POURED CELL Ix2 P.T. FURRING STRIPS a I6' O.C, 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN OVER 030 FELT PAPER TRUSSES WHERE 'X' BRACING INSTALLED PER FBCR IS PRESENT RS05.2.1 ON -l' O.S.B. SHEATHING OR �' CDX PRE-ENG GABLE TRUSS PLYWOOD SECURED PER FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) P.T. Ix2 W/ MTL. DRIP EDGE 12d's a EACH TRUSS 2x4 OR 2x6 SUB -BAND m„ TO BE INSTALLED a MID. POINT OF PER ELEVATIONS TYF. TRUSS SPAN, OR 10'-0' O.C. MAX, VENTEDALUM. SOFFIT SEE ENERGY CODE FORMS STIFFBACK AT ALL FOR INSULATION R-VALUES UPRIGHTS OVER 4'-10' 1- GYPSUM BOARD OR HIGH (SEE SEALED ENG. HIGH STRENGTH CLG. FOR SIZE 4 CONDITION.) BOARD r O.S.B. SHEATHING OR }' 2x4 NAILER CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE 2x4 a 24' O.G. v INTERIOR ON SHEET D5 KNEE WALL 116' THICK, 3 COAT CONC. FILLED LINTEL BLK W/ PORTLAND CEMENT PLASTER (1) 05 REBAR CONTINUOUS OVER EXPANDED GALv'D METAL LATH ON FORTIF15ER PRECAST LINTEL JUMBOTEX GRADE 'D' WINDOW ATTACHMENT AS PAPER OVER TYVEK PER MANUFACTURES BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO SPECS FOR I COMPLETE INFORMATION) PRECAST SILL WEEP SCREED (1) 05 REBAR VERTICALLY (SEE DETAIL 2) W/ GONG. POURED CELL SECURE GABLE TO 2x6 P.T. Ix2 P.T. FURRING STRIPS PLATE W/ 126's 8' O.C. MAX g I6' O.G. SECURE 2x6 PT. PLATE TO BLK W/ }'x9' ANCHOR BOLT 8' CMU W/ 2' WASHER SET IN SIMPSON I/2' GYP. WL. BD, HIGH STRENGTH EPDXY 1' 1 WOOD BASE EMBED. MIN. ® 32' OC MAX. %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED �e DIRECTLY TO MASONRY o z ,L •� �o 1-STORY GABLE W/ VAULT CLG. UBj--p�BLOCK WALL SCALE: 3/4'=1'-O' NOTE: PER FBCR W5.2,1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNL7ERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 6151 2X4: ® 2X4: ® 2X4: CSO SECURE TO BLOCK W/ SECURE TO BLOCK W V.- SECURE TO BLOCK WHs' TAPCONS OR DRIVE PIN O TAPCONS R DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE J45 MIN. HEAD SIZE ' • MIN. HEAD SIZE ' • MIN HEAD SIZE 300 MIN. EMBEDMENT I Y.') WITHIN S' OF EACH END 4 MIN. EMBEDMENT I V) WITHIN 8' OF EACH END 4 MIN EMBEDMENT I Y') WITHIN 8- OF EACH END 4 IS, O.C. MAX SPACING, IS' O,G. MAX SPACING IS- OC. MAX SPACWG SEC ® SECURE TO BLOCK W/2-�' TAPCONB OR DRIVE PIN NOTE: STRUCTURAL 2X MUST ON OUTSIDE (SECURED 2x6: ® TO BLOCK W/1-�,(�' TSECUREAPCONS OR DRIVE PIN T ❑ NOTE: STRUCTURAL iX MUST ZXC: ® SECURE TO BLOCK WPIN OR DRIVE PIN ❑ (MIN SHANK SIZE J45 THROUGH NON-STRUCTURAL THROUGH (MIN SHANK SIZE J45 IIL SHA BE ON OUTSIDE 4 9EGIIPED (MIR SHB MIN SHANK 912E J45 MR HEAD SIZE 300 i(,' TAPCON MIN, I-Y' MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN HEAD SIZE 300 MIN EMBEDMENT I Y.') EMBEDMENT INTO BLOCK, MIN EMBEDMENT I V) %' TAPCON MIN. I-Y' MIN EMBEDMENT I Y.') WITHIN S' OF EACH END 4 8' cm WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLO^X WITHIN S' OF EACH END 4 18' O.G. MAX SPACING, Y4• DRYWALL IS' OG, MAX SPACING, a, CMRI IS' O.G. MAX SPACING. 2X8: ® I-X4- OR 1712' P.T. NAILER 2XS: ® Y' DRYWALL 2XE: BEGIRE TO BLOCK W/J-%, TAPCONB OR DRIVE PIN J(4' O..B. X 4' MIN SECURE TO BLOCK W/2-%' TAPCONS OR DRIVE PIN I'X4' OR I'X2' P.T, NAILER SECURE TO BLOCK OR DRIVE PIN4• (MIN SHANK SIZE 145 DOOR CASING (MIK SHANK SIZE J45 DOOR CASNG (MN SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR HEAD SIZE 300�4 OR DOORJAMB OR WINDOW MIL HEAD SIZE 300 ECF ATTACH TO 2X PER MKEWITHINBEOMENOF ATTACH TO 2X PER EN WIITHWBN. WITHIMIN. ENACH END 4 B' O.G. MAX SPACWG MANUFACTURES DETAILS. FACTW END 4 IS, OLG . MAX SPACIN. MANUFACTURES DETAILS. UM ENACH END l IS- OC. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4') DOOR JAMB TO BLOCK +1-15/16" C WINDOW TO BLOCK +1-15 16' SCALE: I'.I'-0' 2X4: CEO SECURE TO BLOCK W/ %* TAPCONS OR DRIVE PIN (MIN. SHANK SIZE 145 MIN HEAD SIZE 300 MIN EMBEDMENT IY') WITHIN I'.OF EACH END 4 IS' OC. MAX °SPACING. 2x6: CEO SECURE TO BLOCK W/2-4,(,' NOTE: 5TRUCTURAL 2X M115T TAPCONS OR DRVE PIN ❑ BE ON OUTSIDE 4 SECURED (MIK SHANK SIZE J45 THRCIIGH NON-STRUCTURAL MIN. HEAD SIZE 300 %' TAPCON MIN I-Y' MIN. EMBEDMENT I Ys') EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 8' CMU IS' O.C. MAX SPACING. )Y DRYWALL 2XS: ® 1'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK W/J-%. TAPO" OR DRIVE PIN I' P.T. X 4' MIN (MIN. SHANK SIZE .145 DOOR CA81NG MIN HEAD SIZE 300 DOOR JAMB OR WINDCU MIN. EMBEDMENT I Y') ATTACH TO 2X PER WITHIN S' OF EACH END 4 IB' O.C. MAX SPACING MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W) DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" D SCALE: I'.I•_0• NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T L SCALE: 2X4: CEO SECURE TO BLOCK W/Sb' TAPCONS OR DRNE PIN (MIN BHANK SIZE .145 MIN HEAD SIZE 300 MIN EMBEDMENT I Y WITHIN 8' EHEEND B'MAXACNO.G. MAX SPACING NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED TH IlRAI. THROWN NON-STRUCTURAL 2X6: ® TAPCON MIN. I.Y.- SECURE TO BLOCK WP EMBEDMENT INTO BLOCK E 111 T IN. DNS&4A OR DRIVE PIN N (MIN BH/NK SIZE J45 8' CMII MIN HEAD SIZE 300 Y' DRYWALL MIN. EMBEDMENT I Y') WITHIN a' OF EACH END 4 I'X4' OR 1'X2' P.T. NAILER B' O.G. MAX SPACING 2ND 2X SECURE TO 2)(8, ® STRUCTURAL MEMBER W/(2)12d SECURE TO BLOCK W/J-i(4' WITHIN 8, OF EACH END 4 6' TAPCONS OR DRIVE PIN TO a' OG. MAX (MIN. SWANK SIZE .145 DOOR CASING MIL HEAD SIZE ZOO IND DOOR JAMB OR WOW MIN EMBEDMENT I YEN ATTACH TO 2X PER WITHIN 8' 6 EACH END 4 IS. O.C. MAX SPACING MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" 1SCALE: I'.I•_m• NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL U' TAPCON MIN. 1-Ys' EMBEDMENT INTO BLOCK 8' CTill 15' DRYWALL I'X4' OR I70' P.T. NAILER 7(' CAB. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MARFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W) DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7 16" SCALE: I'.I'-0' 2X4: cm SECURE TO BLOCK Wbs' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MR HEAD SIZE 300 MIN EMBEDMENT I V) WITHIN S' OF EACH END 4 18' OC. MAX SPACING, 2X6: cm SECURE TO BLOCK W/I-1/4' TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE J45 BE ON OUTSIDE 4 SECURED MIL HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN EMBEDMENT I Y4') V.• TAPCON MIN. I•Y' WITHIN S' OF EACH END < EMBEDMENT INTO BLOCK 18' OC. MAX SPACING a, GMU 2X0, ® )5' DRYWALL SECURE TO BLOCK W 1-1/4- TAPOONS OR DRIVE PIN I'X4' OR 1•X2' P.T. NAILER (MIN SWANK SIZE J45 1' P.T. X 4' MIN MIN HEAD SIZE 300 DOOR CASING MIN, EMBEDMENT I Y') WITHIN S' OF EACH END 4 DOOR JAMB OR WINDOW 18' OC. MAX SPACING. ATTACH TO 2X PER MANUFACTUIFS DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3/4" SCALE: 1'.1'-0' A R C R IT E C T E 6 Design GrouP".��. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup'— AA #: 0003325 w y 0 w 0 0 O 3 a Erumrv. ae LOT01 SILVERADO LOT #24 BLK #1 PROJECT# 04128.000-24001 MODRU 4EHB "2605-HAYDEN" GARAGE S'WngG: RIGHT PAGE: MONOLITHIC 1-STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHITECT: STATE OF FL -COD D RMT 11/2/16 ECAIL: 1 /4"=1' - 0" EIiamET D 3 FIBERGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR R9052.1 ON a' O.S.B. SHEATHING OR #' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENS TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2xro SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. a TOP AND BT, OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/D3) EMBED, STRAP VERIFY W/ TRUSS PLAN s/8 THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED ?r DIRECTLY TO MASONRY 2—STORY FIRST FLOOR BLOCK SECOND 1 FLOOR FRAME SCALE: 3/4' = I' - O' EE ENERGY CODE FORMS DR INSULATION R-VALUES 'GYPSUM BOARD OR i' IG14 STRENGTH CLG. SOARD WIST STRAP VERIFY W/ RUSS PLAN IINDOW ATTACHMENT AS 'ER MANUFACTURES PECIFICATIONS WINDOW SILL 2x STUDS s 16' O.C. 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 (INSTALL PER MFG_ SPECS.) 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) "5 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 9 16' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER •30 FELT PAPER INSTALLED PER FBCR RW5.2.1 ON I.' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2xro 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/ i'xb' THRU-BOLTS m 32' O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 126's 8' O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 w 24' O.G. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 6 O.S.B. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. a TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/D3) ' EMBED. STRAP VERIFY W/ TRUSS PLAN s/8 THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's o EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-vALUES I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS 6 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 4' T a 5 SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) i J' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (11 S REBAR VERTICALLY W/ CONIC. POURED CELL Ix2 P.T. FURRING STRIPS s 16' O.C. 2—STORY GABLE' FIRST FLOOR BLOCK SECOND 1A FLOOR FRAME SCALE: 3/4'=1'-O' FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R905.2.1 ON I,' O.S.B. SHEATHING OR %' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 1,0000 UPLIFT — CONNECTOR 2x8 SYP 02 — DBL TOP PLATE WALL SHEATHING 2x8 SYP 02 — WOOD STUDS AT 12' O.G. MAX 2x8 P.T. SYP 02 SOLE PLATE "5 REBAR B 16 O.G. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES z 111 } Q Zq 8' CMU L 1/2' GYP. WL, BD. WALL WOOD BASE SECTION — WOOD FRAME TO qBBLOCK WALL SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' GYPSUM BOARD OR j HIGH STRENGTH CLG. BOARD SIMPSON SP2 0 EA. 2X8 STUD J' DRY WALL 7 DIA ANCHOR BOLT AT 16' O.G. MAX WITH 1' EMBEDMENT AND 2' DIA, WASHER SIMPSON SPI s+ EA. 2X8 STUD (I) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1)65 REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES �N SPECIFICATIONS PRECAST SILL Ix2 P.T. FURRING STRIPS ® Iro' O,C. 8' CMU 1/2' GYP. WL. BD. (1) 04 CONTINUOUS REBAR WOOD BASE 04 REBAR 48' LONG W/6' HOOK 6 24' O.G., MIN. 24' IN SLAB 2'-0" (MIN_ IN SLAB) I� 9 4' CONC, REINF. W/ 6'x6' W1.4XWI.40 WWM ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED GLEAN FILL TERMITE TREATMENT SHALL BE 50RA-CARE 2 (3) 05 REBAR ON CHAIRS 2x STUDS e 16' O.C. MAX W/ ram` O.S.B. SHEATHING OR I' CDX 2x STUDS 9 16' O.C. MAX W/ NOTE: INSUL., SEE ENERGY CODE PLYWOOD. ATTACHED PER INSUL., SEE ENERGY CODE PER FBCR 905.2.1 - FOR ROOF SLOPES 2:12 TO FORMS FOR INSULATION FASTENER SCHEDULE ON SHEET FORMS FOR INSULATION LESS THAN 4:12, A (2) LAYER UNDERLAYMENT R-VALUES D5 R-VALUES SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4' T 4 G SUBFLOOR GLUED 1/8' THICK, 3 COAT PORTLAND 4' T 4 G SUBFLOOR GLUED 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS AND SCREWED AS PER CEMENT PLASTER OVER AND SCREWED AS PER PERMITTED BUT MUST BE PER ASTM D226 TYPE FASTENER SCHEDULE EXPANDED GALV'D METAL LATH FASTENER SCHEDULE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK 3/4' T 4 G SUBFLOOR GLUED BUILDING WRAP (REFER TO AND SCREWED AS PER STUCCO SPECS FOR COMPLETE FASTENER SCHEDULE ON INFORMATION) SHEET D2 2x4 CONT. a TOP AND BT. OF FLR TRUSS (TOP 2x4 PRE-ENG FLOOR TRUSS SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL PRE-ENG FLOOR TRUSS FASTEN 2X4 RIBBON (P.T. m SIMPSON HETA-16 EMBED. SHEATHING NAILER) GYPSUM BOARD OR %' CMU) W/ (3) 12d NAILS 9 EACH TRUSS STRAP a 32' O.C. MAX VERIFY WEEP SCREED (SEE DETAIL 2/1)3) HIGH STRENGTH CLG. PRE-ENG FLOOR TRUSS W/ TRUSS PLAN EMBED. STRAP VERIFY BOARD (INSTALL PER MFG. SPECS.) GYPSUM BOARD OR }' W/ TRUSS PLAN CON(. FILLED LINTEL BLK W/ HIGH STRENGTH CLG. BOARD s/s' THICK, 3 COAT PORTLAND (1) "5 REBAR CONTINUOUS CON(. FILLED LINTEL BLK W/ CEMENT PLASTER APPLIED (1) "5 REBAR CONTINUOUS DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ RIBBON 2 PERPENDICULAR PRE—ENG FLOOR TRUSS @YSULSTENING DETAIL SCALE: 3/4'=I'-0' E: 3/4' = I' -0' a a Y I T a P T 6 Design Gr lu L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.w AA #: 0003325 F a w 0 0 c a V SILVERADO LOT #24 BLK #1 PROJSCI* 04128.000-24001 MODSLc 4EHB "2605-HAYDEN" GA —%GR 91IITG: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS & NOTES %150 MPH EXP. B ARCHfTECT: STATE OF FLORIDA pRurr DATM 11/2/16 OCALM 1/4"=l'-0" e 4 FIBERGLASS SHINGLES A R C R I T E C T S FIBERGLASS SHINGLES OVER "30 FELT PAPER 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES OVER "30 FELT PAPER INSTALLED PER FBCR TRUSSES WHERE 'X' BRACING OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON r O.S$. IS PRESENT INSTALLED PER FBCR R9052.1 ON' O.S.B. SHEATHING OR J' CDX R9052.1 ON 1,' 0.S$. SHEATHING GDX PLYWOOD SECURED PER SHEATHING %' GDX PLYWOOD SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE F'RE-ENG GABLE TRUSS PLYWOOD SECURED PER FASTENER SCHEDULE SEE ENERGY CODE FORMS ^ww PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED Grou ou P.T. IX2 W/ MTL. DRIP EDGE SEE ENERGY CODE FORMS 2x4 OR 2x6 SUB -BAND PER W/ (2) 12d's 6 EACH TRUSS PRE-ENG TRUSS FOR INSULATION R-vALUE5 Ine. FOR INSULATION R-VALUES ELEVATIONS P.T. IX2 W/ MTL. DRIP EDGE J' GYPSUM BOARD OR J' 2x4 OR 2x6 SUB -BAND I' GYPSUM BOARD OR 2x4 OR 2x6 SUB -BAND HIGH STRENGTH CLG. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PER ELEVATIONS HIGH STRENGTH CLG. VENTED ALUM. SOFFIT PER ELEVATIONS BO �RD PH: 407-774.6078 VENTED ALUM. SOFFIT BOARD STIFFBACK AT ALL VENTED ALUM. SOFFIT SIMPSON FAX 407-774.4078 DOUBLE TOP PLATE TWIST STRAP VERIFY W/ UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. SEE ENERGY CODE FORMS 5P2 o EA. www.abdesigngroup.com AAp:OW3325 WINDOW HEADER SIZE TRUSS PLAN FOR SIZE t CONDITION) FOR INSULATION R-VALUES " 1,000 UPLIFT 2X8 STUD VARIES PER WINDOW CONNECTOR OPENING SEE HEADER WINDOW ATTACHMENT AS SECURE 2x4 PLATE TO WALL W/ 2x8 SYP 02 SPAN CHART FOR PER MANUFACTURES' GYPSUM BOARD OR }' DBL TOP DETAILS SPECIFICATIONS 3g'xb' THRU-BOLTS o 32' O.G. HIGH STRENGTH CLG. PLATE O.S$. SHEATHING OR MAX THEN SECURE GABLE TO BOARD �' DRY WALL 116 li WINDOW SILL 2x4 PLATE W/ 12d's 8' O.C. MAX WALL CDX PLYWOOD. OR DOUBLE TOP PLATE SHEATHING A' DIA ANCHOR BOLT ATTACHED PER FASTENER 2x STUDS o I(o' O.G. MAX W/ SECURE GABLE TO DBL TOP WINDOW ATTACHMENT ASi if ET Irb O.C. MAX WITH 1' SCHEDULE ON SHEET 05. 2x8 SYP EMBEDMENT AND 2' INSUL., SEE ENERGY CODE PLATE W/ SIMPSON HTC4 6 24' PER MANUFACTURES WOOD STUDS EE DIA. WASHER 1/6' THICK, 3 COAT FORMS FOR INSULATION O.G. MAX SPECIFICATIONS AT 12' O.C. MAX PORTLAND CEMENT R-VALUES WINDOW HEADER SIZE VARIES SIMPSON SPI PLASTER OVER WINDOW SILL 6 EA. 2X8 EXPANDED GALV'D PER WINDOW OPENING SEE 2x STUDS m 16' O.C. MAX W/ _ STUD METAL LATH ON A' T d G SUBFLOOR GLUED HEADER SPAN CHART FOR INSUL., SEE ENERGY CODE FORTIFIBER JUMBOTEX AND SCREWED AS PER DETAILS FORMS FOR INSULATION 2x8 P.T. SYP 02 GRADE 'D' PAPER OVER FASTENER SCHEDULE O.S.B. SHEATHING OR I' CDX (3 SOLE PLATE (1) COURSE TIE -BEAM R-VALUES TYVEK BUILDING WRAP PLYWOOD. ATTACHED PER ~ POURED SOLID WITH !REFER TO STUCCO FASTENER SCHEDULE ON SHEET ' T t G SUBFLOOR GLUED w CONCRETE. (1) "5 SPECS FOR COMPLETE D5 AND SCREWED AS PER O.4 REBAR HORIZONTALLY INFORMATION) 1/8' THICK, 3 COAT PORTLAND FASTENER SCHEDULE CEMENT PLASTER OVER p a PRECAST LINTEL NOTE; SHEATHING MUST w NOT BREAK I'-4' MIN. EXPANDED GALV'D METAL LATH = w FROM 2ND FLR LINE PRE-ENG FLOOR TRUSS ON FORTIFIBER JUMBOTEX 0. WINDOW ATTACHMENT AS !INSTALL PER MFCs. SPECS. GRADE 'D' PAPER OVER TYVEK Z w PER MANUFACTURES 2x4 CONT, o TOP AND ' GYPSUM BOARD OR %' BUILDING WRAP (REFER TO w � SPECIFICATIONS BT. OF FLR TRUSS (TOP HIGH STRENGTH CLG. STUCCO SPECS FOR COMPLETE 2x4 SUPPORTS BT BOARD INFORMATION) PRE-ENG FLOOR TRUSS w[X Z "5 REBAR 16' PRECAST SILL PLATE OF 2ND FLR, BT. (INSTALL PER MFG. SPECS.) CONC. FILLED LINTEL BLK NOTE: SHEATHING MUST NOT u.l O.G. MAX, IN ' GYPSUM BOARD OR }' Z W 2x4 IS FOR WALL (U 05 REBAR CONTINUOUS BREAK 1'-4' MIN. FROM 2ND FLR w CONCRETE SHEATHING NAILER) SEE ENERGY CODE FORMS HIGH STRENGTH CLG. LINE BOARD w Z POURED CELL, Ix2 P.T. FURRING STRIPS WEEP SCREED FOR INSULATION R-VALUES 2x4 CONT. a TOP AND BT. OF 613 VERIFY PER 6 16' O.G. (SEE DETAIL 2/1)3) PRECAST LINTEL FLR TRUSS (TOP 2x4 SUPPORTS GONG. FILLED LINTEL BLK W/ PLAN. p t) 8' CMU EMBED. STRAP VERIFY WINDOW ATTACHMENT AS BT PLATE OF 2ND FLR, BT. 2x4 (I) «5 REBAR CONTINUOUS :1 7O SEE ENERGY 1/2' GYP. WL. BD. W/ TRUSS PLAN PER MANUFACTURES IS FOR WALL SHEATHING PRECAST LINTEL ON U CODE FORMS 5/s' THICK, 3 COAT SPECIFICATIONS NAILER) WINDOW ATTACHMENT AS WEEP SCREED J w FOR > WOOD BASE _ (1) 4 CONTINUOUS REBAR PORTLAND CEMENT PRECAST SILL PER MANUFACTURER INSULATION !SEE DETAIL 2/D3J M 04 REBAR 48' LONG PILASTER DM APPLIED (I) "5 REBAR VERTICALLY SPECIFICATIONS W R-VALUES Z DIRECTLY TO MASONRY W/ CONC. POURED CELL PRECAST SILL w Q W W/6' HOOK e 24' O.G., 2— STORY Ix2 PT FURRING STRIPS EMBED, STRAP VERIFY n _ Q z Q MIN, 24' IN SLAB a 16' O.C. FIRST FLOOR 8' GMU BLOCK SECOND 112' GYP. WL. BD, FLOOR FRAME WOOD BASE 1 SCALE: 3/4'=1'-O' .2—STORY W/ TRUSS PLAN s/8 THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GABLE � j . (1) 05 REBAR VERTICALLY lx CONC. F POURED CELL Ix2 P.T. FURRING STRIPS g 16' O.C. 8' GMU 1/2, GYP.WL. BD. WOOD BASE L � � lk 4' WALL S SECTION — ° j 2'-O" !MIN. IN SLAB) _ 4' GONG, REINF. W/ 6'x6' WIAXW1.40 WWM ON 6-MIL POLY FIRST FLOOR SECOND AFLOOR FRAME SCALE: 3/4'=1'-0'U!3) ° WOODBLOCK uiTERMITE FRAME TO LOCK WALL 44o ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TREATMENT SHALL BE BORA-CARE "5 REBAR ON CHAIRS F w m w 8 0 F a a F 0 i � sumxv & LOT: SILVERADO LOT #24 BLK #1 PROJ>OCT 04128.000-24001 moDEIs 4EHB "2605-HAYDEN" GARAGE s1►ING: RIGHT PAGE: MONOLITHIC 2—STORY 1—HR WALL SECTIONS & NOTES 150 MPH EXP. B ARCFFTECT STATE OF FLORIDA v ROLAND A AR NO 93723 Daurr A 11/2/16 SCALE: 1 /4"= l' — O" 82 EET D4. /� `-N- .1 2. RIDGE ONE SIZE LARGER THAN RAFTER SIZE MINL NAILS PRECAST HEADER(MIN) A MIN. f4310d GUN NAI)12d LS 2 X 4 (MM 2 X 3)1-3/16 TAPCON DBL. TOP PLATE 1.6 COLLAR TIE AT EVERY OTHER OR DRIVE FIN (MIN SHANK SIZEJ45 SECURE 2 X RIP TO FIT RAFTER W/ MIN HEAD SIZE 300 DBL. TOP PLATE W/2-12d9 6'-& OG MAX. MIN (3) 12d NAILS OR MIN EMBEDMENT 1 I/4'J 2X4 Ui' OG MAX T/8' TEXTURED FINISH MIN. (4) 10d GUN NAILS J S' FROM EACH END MID IB' j` 1/16' OM SHEATHING OC. MAX MM I-1f4' EMBEDMENT 2 X 4 16' O.C. MAX 2. RAFTERS 2 X 6 MIN 2 X 312.3/Ib TAPCON �i (WHEN OVER Ui' M HIEGHTJ OR DRIVE PM (MIN SHANK SIZEJN �" MM HEAD SIZE 300 SECURE 2X4 W/ 2-*W 2 X 4 (WHEN OVER 16' M WIEGHT.) NS NAILER SECURE TO15ELOWEUV MIN EMBEDMENT I I/4'1 TAPCON5 OR DRIVE PM (MIN. SHANK SIZE MIN. V4' TEMPERED MASONITE EACH e' FROM EACH END AND IS .H5 HEAD SIZE M MIN GLUE 4 NAIL W/Sd'S S'-12' OG (3) 10d GUN NAILS EA. TRUSS OC. MAX MIN EMBEDMENT EM WDMENT I Y•' W/M S' IF NEEDED. 2 X 8 (MN 2 X 3J 2.3A6 TAF'GON E0. END NOT BT PLA 2 X SOLID 6LK'G ARCH OR DRIVE PM (MIN SHANG 9IZEJ45 MIN HEAD SIZE 300 2X4 SOLID BLOCCMG 10' Or. MAX SECURE UO-I d EACH END RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP MN EMBEDMENT 11/4'1 SECURE TO SHEATHING W/ ATTACHMENT PER PENETRATION MIN. 242d PER BLK EA END 0' FROM EACH END AND IS' MANUFACTURER'S SPECS. ROOF DECKING OVER OC. MAX MIN 1-1/4- EMBEDMENT 1/I6' OSB SHEATHING MTL WDW FRAME PRE -ENS TRUSSES CMU WALL 2X4 SOLID 1/2' PLTWIOOD OR 1/16' 098. BLOCKING SECURE TO SHEATHING WITH NOTE; NO GAP • WDW FRAME TO EXCEED V4' PRE -ENS. TRUSS ARCHWAY DETAIL MIK2-ndPER BLLK EXTERIOR ARCHWAY ARCHWAY DETAIL �1CONV. FRAMED ROOF 16" AND UNDER WITH WINDOW %n� CUTAWAY ATE CONNECTION MSTA-24 RAFTER TO EILK'G scALe: �'•'' ®' 1 SCALE: I/1'•I'-0' A- SCALE: 1/2'.I'-0' t1 SCALE: I/2'•1'-0' BETWEEN TRUSSES DBL. TOP PLATE 2X4 16' OO. MAX SECURE 2X4 TO WOOD W/2-12d • 6'-8- Or, STAGGERED PIN (MIN. SHANK SIZE U45 MIK HEAD SIZE 300 MR EMBEDMENT ' ED or o ARCHWAY EXCEED IS' Or, MAX 2X4 SOLID 0T. PLATE BLOCKING SECURE 1/2' PLYWOOD. TO SHEATHING WTW OR 1/16' OSB. MIK 2-I2d PER BLK EA. END 3 EXTERIOR ARCHWAY SCALE: I/2'•1'-0' lU O.SB. OR �' PLYWOOD SHEATHMG •30 BLDG. FELT O3 24' WIDE 26 GA GALVANIZED METAL FLASHING MUST ADD DIS10, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. ® FIBERGLASS SHINGLES TRUSS 1/2' CLG. BOARD - TENT. SIMP9CN 14 2X4 DBL. TOP PLATE EVERY —1/2' DRYWALL OTHER STUD 2X4 WOOD STUDS -16, O.C. UN.O. ON TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL -2X4 PT. PLATE SIMPSON SP4 a 32' O.C. MAX 1/2'XS' AB. 32' D.C.-1' EMBEDMENT �2 5's COAT. 1-STORY INT. BEARING WALL 6 SCALE: I/2'•I'-0I/2'.I'-0' NOTE. FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS, PRECAST HEADER(MIN) 2 X 4 (MM 2 X 3) 1-3/16 TAPCON OR DRVE PM (MN SWANK SIZEJ45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND B' O.C. MAX. MIN1-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') S' FROM EACH END AND IS' OG. MAX. MIN I-V4' EMBEDMENT 2 X S MN 2 X 31 2.3/16 TAPOON OR DRIVE PIN (MN SHANK SIZE.145 MN HEAD SIZE 300 1/16' OSB SHEATNING— MIN EMBEDMENT I V4') 2X4 I6' OC. MAX S' FROM EACH END AND 18' (WHEN OVER 16- IN HEIGHT.) O.C. MAX. MIN I-1/4' EMBEDMENT 2X4 SOLID BLOCKING — SECIRE TO SHEATHING W/ MIN. 2-I2d PER BLK EA END ARCHWAY DETAIL 16 AND UP `T SCALE: I/2'•I'-0' /r1CLOSED VALLEY FLASHING DETAIL SIMPSON SP4 s EVERY OTHER STUD DOUBLE TOP PLATE 2x4 CONTINOUS STRESE BLOCKING MID WALL 2x4 STUDS • 16' CO. MAX, U ON. J' T 4 G SUBFLOOR GLUED AND SCREUED AS PER FASTENER SCHEDULE 1ST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON META-36 • 32' O.C. MAX PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE 2x4 CONTINOUS STRESS BLOCKING MID WALL 2x4 STUDS s 16' CO. MAX, WON. 1/2' GYP. WL. BD. SECURE BT. PLATE TO SLAB W/ JJ'x9' ANCHOR BOLT W/ 2' WASHER SET IN S" SON HIGH STRENGTH EPDXY 1' EMBED. MIN. SIMPSON SP4 a 32' Or. MAX �ry11NT. 2-STORY LB.W. SCALE: 1/2'•I'-0' F'IGM-ENG TRUSSES OR CCNV. FRAMED RAFTERS j' OSB. SHEATHING OR;' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 2.4 BLOCKING UNDER WALL STUDS SGURE BETWEEN TRUSS BAYS W) (3) 12d'n EACH END 2. DOUBLE TOP PLATE STUDS • I6' O.C. MTS-12 • EVER STUD 2X4 ST. PLATE DORMER 8 ATTACHMENT SCALE: I/2' • I'-0' 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRVE PIN MIN SHANK SIZE.145 MIN HEAD SIZE 300 MM EMBEOMENT 1 1/411 S' FRCM EACH END AND 18' EXISTING MK ABV. Or. MAX. MIN 1-1/4- EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/8' TEXTUIWD FINISH OR DRIVE PIN MIN 814AW SIZE.145 MIN HEAD SIZE 300 1/I6- OSB SHEATHING MIN EMBEDMENT 11/49 S' RROM EACH END AND IS' 2 X 4 16' O.C. MAX. (WHEN OVER I6' IN HEIGHT.) O.C. MAX MIN I-I/4' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X S (MN 2 X 3) 2-3A& TAPCON 16, IN HEIGHT) OR DRIVE PIN (MN SHAW SIZEJ45 MIN HEAD 912E 300 MIN EMBEDMENT 2 X SOLID BLK 'G • ARCH SEGUE W/2 I2d EACH END 8' FROM EACH END AND B ATTAC44 ENT PER O.C. MAX. MIN I-I/4' EMBEDMENT MAMFACTURER'9 SPECS. MTL WDW FRAME 1/4' TEMPERED MASONITE 'NOTE: NO GAP • WDW FRAME GLUE A NAIL W/8d'S S'-12' OO. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE+ IQ'.I'-0' ASPHALT SHINGLES OVER W FELT ON 1/16' OBB. PRE -ENS GABLE TRUSS SPF STIFFBACK (SEE SEALD ENS. PACK FOR SIZE 1 CONNECTION) 2x4 5" BLOCKING BETWEEN TRUSSES WHERE 'X' BRACMG IS PRESENT CONT. 2,4 SPF RAT RN ' SECURED W/ (2) 12d'a • EACH TRUSS (2) 2.4 -1 S.YP. DIAGONAL BRACE W/ (3) 12d'4 • EACH TRUSS (DIAGONAL X-BRACING TO COVER S-TRUSSES g' GYPSUM BOARD OR I' HIGH STRENGTH CLG. NOTE: BOAS DIAGONAL BRACE s CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE • ANY SPAN B'-0' OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL WORZONTAL TRUSS REINFORCEMENT. 0-0' TO 30'-C' (1) X-BRACE 30'-1' TO 60'•0' (3J X-BRACE (I) X-BRACE • CENTER AND (2) BRACE DIVIDED E(2ALY FROM CENTER TO END 9 GABLE X-BRACING SCALE: IR'•I'-0' 0'-0' TO 30'-0' (U 'X' BRACE 30'-I' TO 60'-0' (3)'X' BRACE (1 'X' BRACE • CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER �30 FELT CN 1/16' OSB. (2) 2X4 •2 SYP DIAGONAIL BRACE W/ 3-12d s EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING WHERE 'X' BT IS PRESENT (2) 10d NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE U CONNECTION) 1/16' OSB SHEATWI — USE Ed NAILS AT 4' oz. EDGE ♦ W o FIELD 2X4 W/ 3/8' X G 5 LA•32' CO. OR SIMPSON MSTA-24 a 32' O.C. SHEATHING NAILING TO BE I Or. IN FIELD 4' OGAALL EDGES W/8d NAILS TRUSS 24' o 112' CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) I2d • EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' D.C. MAX. 112-STORY GABLE END CROSS BRACING SCALE: 1/2'.1'-0' • 1115 UPLIFT SIMP50M HTSM20 WAV 10d TO TRUSS AND (4) 1/4' x 2 1/4- TAPCONSTO CCNT POURED LINTEL • 2350 UPLIFT (2)SIMP50M HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 IOd TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL PRE-ENG TRUSS TAP CONS MIK 2' COVER 2' APART TRUSS ANCHOR RETROFIT N.TS. 12" Z FINISH e LANDING -- E 3/4' PLYWOOD FF. z DBL 2X6 ��-- ----- — --- —_---� I 36" MIN. FINISH 1 3/4' PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED THRU FINISH isLANDING PLYWOOD INTO 3/4' PLYWOOD FF. I EACH STRINGER 3-2x12 SYP STRINGER I DBL 2XI2 REINFORCED W/2X4 SpFOR W/CONT. BEAD OF FLOOR JOIST SUB -FLOOR ADHESIVE PL-400 OR SIMILAR a EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(31'8 3' SCREWS o EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) MIN. TREAD 10', MAX. RISER 1-3/4' 3/16' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR GROSS SECTION DIA, TO BE 1 3/4' .-1/4' OR PROVIDE EQUIVALENT GRASPAB I L I TY WINDERS- MIN. 6' WIDE 6 NARROW END MIN. 11' WIDTH a 12' FROM NARROW END 34' MIN. HANDRAIL HGT. LESS THAN 4' TYP, 2XI2 TREAD ETWEEN SPINDLES CUT TO FIT IX8 RISER 10^ ZI HAND RAIL uW V 1/2, DRYWALL * IXIO TRIM I- NOSING TYP. (3) 10d CUT NAILS ® 2X4 P.T.Q SLEEPER INTO r E SLAB 3 STAIR SECTION DETAILS SCALE: 3/4' = I' -0' A R C If I T E C T S 6 Design Grou �a�. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAK 407-7744078 www.abdesigngroup.com AA N: 0003325 F V W O 4 Kai y O F O V E ulwlV. a LOT. SILVERADO LOT #24 BLK #1 PROJECT# 04128.000-24001 MODEL& 4EHB "2605- HAYDEN" GARAGE S'WMG: RIGHT PAGE: MISC. DETAILS 150 MPH EXP. B ARCHRECT: STATE OF FLORDA D � 11/2/16 SCALE 1/4"=1'-0" 8I3EET L)5 PRODUCT APPROVAL LISTING FL 10446-114 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10456-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17236-112 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17244-R1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17244 FL 6223-112 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 7473-116 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR FL 12019-115 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR FL 14039-112 PLYGEM SINGLE HUNG - 2014 FBCR FL 14634-112 PLYGEM SLIDING GLASS DOOR - 2014 FBCR FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR FL 14253-113 PLYGEM FIXED GLASS - 2014 FBCR FL 15217-114 MI WINDOWS & DOORS SINGLE HUNG - 2014 FBCR FL 13349-114 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2014 FBCR FL 15333-112 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR FL 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 15279-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5891-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR FL 10758-116 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR FL 10477-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13192-114 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13223-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13265-112 FL 4103-118 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @ W WW.FLORIDABUILDING.ORG CONTROL DATE: 05-19-1 A RC H IT ECTE6 Design Grou I... 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA M. 0003325 J y 0 e 0 R 4 LLJ avmly ae r or SILVERADO LOT #24 BLK #1 PROJECT 04128.000-24001 monElu 4EHB "2605—HAYDEN" GARAGE WINWO: RIGHT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B APXNfTEcr STATE OF FLORDA DA11/2/16 9CA M 1/4"=1'-0" slimE r D6 REFORMED CONTROL JOINT- ,ANGE OF CONTROL JOINTS T� E WIRED TIED TO LATH a S' C. MAX (VERT.). NOTE: 00 JT FASTEN CONTROL JOINT TO ALL EVEN IF STUD EXISTS FYONO EXCEPT STAPLES U// LEG MAY BE USED TO TEMP. -CURE CONTROL JOINT URING INSTALLATION ------- OTENERS TO BE SPACED 1. O.C. MAX VERTICALLY H SHALL NOT CONTINUOUS 'MUSH CONTROL iTS BUT SHALL STOPPED AND > AT EACH SIDE TOJI.- TO j' THICK 3 COAT CEMENT PLASTER IL B LAYER 7, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED R1' (VERTJ O.C. MAX AT SUPPORTS WRB LAYER 1, STUCCO WRAP WOOD SHEATHING 2 ASTM C1063 / \ I PROVIDE 2X4 BLOCKING U 4 PLACED FLAT MAX. 6' TO S' \ / FROM CONTROL JOIM WHEN CONTROL JOINT FALLS ON .LISTENERS FOR LATH TO BE NAILS O\R STRUCTURAL STUD IPLES IN COMPLIANCE W/ A'TM CI063 NRE TIES TO BE MO. IS) 00415' WINE !LOCKING SHOW) MAY BE IN ADDITIC�k \ WALL STUDS REaIIRED PER PLAN / ( "M" TYPE CONTROL JOINT OI. FOI-D INIAAIlD . PT. A ®FOLD OLFAD WIN® R.A ]. CREASE . PT. B 3 CFgAeE . Pi. G BHNGLE —I-- DRIP EDfdOVERLAP l� EXTEtO N' EE:LOW FAST-NG, MECHANICALLY FASTEN OL FAD NWARD . Pt. A 2. —ABE . IT. B A CRE48E . F+(. C 4. FAD Pi, COVER PT. D TILL FR. C TpIC4EB BOTTOM RANG¢ z 7 (m aL E OrtQ® FLANGE WATER TIGlT SEAL. FAD. I2Q tlQI aT. .--j' THICK, 3 COAT CEMENT PLASTER —URB LAYER -2, FORTIFIBER BUILDING PAPER —URB LAYER 1, STUCCO WRAP LAP LAYERS OF BU— WRAP OVER NAILING RANGE, STOP WRB AETS=1)i ABOVE SHINGLES 9x5 WALL RABNNG a�C K-CUTfiABWNG(BEE DETAIL) FASCIA UBtAI° NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING MEMBRANE 6 ` 6' s VERTICAL LAPS (ROLL FLASHING (COMPATIBLE UU HOUSE ENDS) B 6' a HORIZONTAL LAPS. WRAP MATERIAL) OVER 4 ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE WRAP, WITH FORT15ER SWEATNOJG TAPE FLASHING TO EXTEND ONTO PIPE / \ 1' OR LESS PIPE — -' - &'x&' SELF -ADHERING MEMBRANE / \ PENETRATION FLASHING (COMPATIBLE W/ HOUSE / \ 1 WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED / , nag. LAP. METAL LATH \ 1 HOUSE WRAP. I FLO_1HING TO EXTEND ONTO PIPE X X I X X X — = CUT AND OVERLAP ONE NE OF y METAL LATH SELF -ADHERING MEMBRANE CUT AND OVERLAP ONE SIDE OF FLASHING nT r'I STEP'"1 SELF -ADHERING MEMBRANE UIRB LAYER 1, �' THICK 3 COAT CEMENT v EP ���"I"� PLASTER US LATER 1, 91U_C0 WRAP I STUCCO WRAP e nag P.v�.R LAP eELau a+Lr / METAL LATH WRB LAYER �1, FORTIFIBER I BUILDING PAPEUM LAYER -2, FORTIFIBER UBIRU'BLpL�IA.�YEpRFORTIFIBER BUILDING PAPER f'1ETAL LATH PER \ / I UAM LAYER 1, b'xb' SELF -ADHERING MEMBRANE _ STUCCO URAP FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED WOOD SHEATHING STRAPS, STAPLES) AS HOUSE WRAP. REQUIRED TO SECURE FLASHING TO EXTEND ONTO PIPE PIPE/ WRE TO FRAMING _ 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. nag LATH — FLASHING TO EMEND ONTO PIPE LAP,.' OVER (-2-'PAPER LAP ALL LAP SCALE: I I/1'•I'•0' jG' CONi. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL WOOD STUDS.SECTION I PMFWR=L&01 _Exterior IeNino SnG dBatellnP SHEATHING E—dP-11"cw-t Fl-dw SIDNOTE LAPS LAPS OF METAL Shag CM* WW the eppllo E ii PLASTER BASES SHALL TequlrmnenhdASTM C926-11A BE SECURED TO BUILDING FRAMNS MEMBERS. PAPER LnP .I IrotlaYaUGn of etGerb mWlyl el1A 4xlUrp THEY SHALL BE TIED ---'A Shag WTVIY will, ASTM C 1003.11A J BETWEEN SUPPORTS WITH 0m415-IN. (121-MM) STUCCO h' LAP s LATu WIRE AT INTERVALS NOT ' LAP °PAPER MORE THAN S' (12S-M'i). AS PER ASTM CI063 18.1. KIC KO UT NOTE: FOR REPAIR OF TEARS HORIZONTAL LATH DETAIL IN WRB LAYERS, TEARS FIFE FENETFRATION DETAL MAY BE PATCHED & PAPER DETAIL 3 WA40USE URAP TAPE `/�� . PER MANIF. SPEC. OR I �{ PEEL 4 STICK `` I .T.!/ e,h \ j % � g ;H2M WTALL K2L1CQ1T 'RA — AT E1 1— GF ROOF WALL MTFPBECTIOND WATER TIGR REAL (BEND OR BOLDER DO NDT CBT )0D SHEATHING B LAYER •I, 1CC0 WRAP (HICK, 3 COAT CEMENT ASTER TAL LATH P WRB < TAPE OVER )OF/ O _ WALL SCREED <5' 'L' TYPE CONTINUOUS kLV. METAL FLASHING 41L TO ROOF DECK, NOT .LL SHEATHING) 4P SHINGLE - DO NOT NAIL, STALL WITH ROOF CEMENT TINGLE ROOFING "L" FLASHING N.T.S. DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER ... _._ BUILDING PAPER) METAL LATH x-x-x-x STUCCO WOOD SHEATHING �TlITTllT/Ti SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER FBC R-103.6-1 / ASTM C-84-1-12, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) Fr A R C H I T E C T S r%aLOUM n Groutrl.D. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 W y V O 4 h O F O ti J '1! U aUBD2V. ea WTil SILVERADO LOT #24 BLK #1 PROJECTIP 04128.000-24001 MODEL: 4EHB "2605-HAYDEN" GARAGE BwING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT- STATE OF FLOPMA V fit► 2016 PluNT 'I DA11/2/16 8CALE: 1 /4"=1' - O" 8*zm T/T ppI Y Y A l INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM. 2. SIDES. 3. TOP Ij X VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. r X. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i k JOINTS AND INTERSECTIONS I- APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO - ON ALL SIDES, YW CAULKING ® JOINT ALL AROUND I I _ PER FBC R703.6.01 Exterior lathing and plastering BACKER ROD Exterior use of portland cement plaster �I - shall comply with the application .X ( requirements of ASTM C 926-11A. x Installation of exterior lathing and framing shall comply with ASTMC 1063-11A. _I WRB LAYER -1, STUCCO WRAP X HOODED VENT X. J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER '2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER N, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD CONSTUCTION t:•': -METAL LATH 8' CMU �` '' VINYL CASING BEAD W RAISED BAND N.' TO �.b' MID -WALL WEEP SCREED 6' 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; [21=1= SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER FBC R-103.r0.1 / ASTM C-84-1-12, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEf VERIFY LC STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP lSET IN CONT. SEALANT) SEALANT a TOP 4 SIDES 6B DRYER VENT (BLOCK) CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT Ya' TO %' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLA5HINCs BUILDING PAPER .QUICK WOOD FRAMED OVER FLASH' —I WALL _ HORIZONTAL WEEP SCREED (FRAME TO FRAME PIPE THROIX. H —� �' WALL 1 6' SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER UNDER 'QUICK FLASH' A VENT PENETRATION SCALE+ N.T.S. HICCHRI V CH M= _=I VC STUCCO SCATCOAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 1 I 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 -CGREAT STUFF' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ELE C. METER FIELD VERIFY LOCATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER •I, STUCCO WRAP WOOD SHEATHING APPROVED HOU5EWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FAA EDGE APPLY E-Z OVER 60 MI GRADE 'D, FELT-PROVI SEALANT AT JOINTS AND INTER5ECTIC WOOD C745TFdJCTION a' CMu WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER •2, FORTIFIBER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER • 1' O.C. MAX J6' TO �' MID -WALL WEEP SCREED &' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING V FINISH s MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK STEF #1 STEP #3 a" WRB LAYER "I, STUCCO WRAP CUT 'X' INTO 1< SELF -ADHERING 1 MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #2 WRB LAYER •I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING �-- WRB LAYER •2, FORTIF15ER BUILDING PAPER 5TEP #- ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 5TEP *ro OELECTRICAL RECEPTACLE A R C R I T E C T E IN 6 aS G 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.a bdesigngroup.corn AA #. 0003325 w ti W z F 4 IN� V IP BTJSDrv. & IATSILVERADO LOT #24 BLK #1 nojmw 04128.000-24001 MODIM i 4EHB "2605-HAYDEN" GAP —&GE 81RNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARC( MECT- STATE OF FLORIDA (u2M DATM 11/2/16 8CAIM 1/4"=1'-0" zinc= IL Yd A2 WOOD SHEATHING WOOD CONSTRUCTION 9/4 HAT CHANNEL WA/e' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER fl, STUCCO WRAP g THICK, 3 COAT CEMENT PLASTER WRB LAYER fl, STUCCO WRAP AMIGO AM66-UPWC-l80 CUSTOM CASING BEAD WRB LAYER fl, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER THICK, 3 COAT CEMENT PLASTER 6' SAF. s TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WEEP SCREED 6' SELF-ADHEREING FLASHING WRAPPED s TOP OF WEEP SCREED TO SHEATHING BELOW WI; B LAYER'(, STUCCO WRAP ' WRB LAYER -2, FORTIF BUILDING PAPER rn i SELF-ADHEREING FLASHING WRAPPED ® CORNER OF CANTILEVER 4' POSITIVE DRAIN WEEP SCREED NO GAP INFIELD (SHCUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR CASING l0A BEAD DTL. @) CANT. SCALE: 1 1/2' - I'-0' NOTE: METAL LATH: LATH TO BE PER 1=5C R-103.G.1 / ASTM C-84-1-12, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER fl HEATHER RESISTIVE BARRIER -2 THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER VINYL CASING BEAD NO GAP IN FIELD (SHOUIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR DRIP EDGE 11D INSTALLATION VINYL CASING BEAD IA 5/6' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD. VINYL CASING BEAD WOOD CONSTRUCITON RESISTIVE fl RESISTIVE n THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADERBEAM VINYL CORP. 4' POSITIVE DRAIP NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS -� (LEATHER RESISTIVE BARRIER 'I -� WEATHER RESISTIVE - BARRIER -2 THICK, 3 COAT CEMENI___� PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN WEEP SCREED LNO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE DRY WALL }' THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD -VINYL CASING BEAD 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER #2 (FORTIFIBEIR — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO Cam:._ •° WOOD SHEATHING SELF—ADHESIVE FLASHING — — FINISH LAYER (2 LAYER FEEL 2 STICK)� 6' PEEL 4 STICK •DRIP 4 EDGE TO DECK 1 x'XI -Y4 P.T. OR SIMULATED WOOD (TREX) FILLER, CONTINUOUS WATER PROOFING let I \ LAYER (2 LAYER PEEL 4\-, STICK) WRAPPED FROM / BALCONY DECK TO —/ CANTILEVER 6' PEEL 4 STICK •l DRIP EDGE TO DECK SUB FLOOR WOOD (TREX) FILLER; CONTINUOUS Y4' GAP FOR BA CKE ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL t STICK) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED PAINTED FINISH THICK, 3 COAT CEMENT PLASTER COLUMN SHEATHING WEATHER RESISTIVE BARRIER -1 3' X 3' 26 GA. GALV. WEATHER RESISTIVE METAL DRIP EDGE " BARRIER BARRIER'YED SET IN FULL BOF / \ SEALANT, YzMIN. SPACE FROM DRIP _ �i 6' SAF. •� PEEL ST `CK FACE TO TREX \ •\\ r� I X,'x3' 'L' FLASHINW I FULLY EMBEDDED II IN ROOF CEMENT ,I I Y2- X 3- 26 GA. GALV. Y♦- GAP FOR BACKER METAL DRIP EDGE j ROD 4 SEALANT Yi GAP FOR BACKER SET IN FULL BED OF ROD t SEALANT SEALANT,' MIN. VINYL CASING BEAD SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE WEATHER RESISTIVE VINYL CASING BEAD BARRIER fl BARRIER fl \ r"" , WEATHER RESISTIVE - WEATHER RESISTIVE WATER PROOFING let BARRIER �2 f, BARRIER -2 LAYER (2 LAYER PEEL _:_-�` EXTERIOR COLUMN 4 STICK) \ ...R..o. a.,.,. COLUMN SHEATHING DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV METAL DRIP EDGE SET IN FULL BED OF SEALANT, Yi' MIN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEATHER RESISTIVE BARRIER fl HEATHER RESISTIVE BARRIER -2 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD J NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR BALCONY DRIP 11A EDGE INSTALLATION 2x FRAMING MEMBER g' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING g 7 O.G. MAX. WRB LAYER 01, STUCCO WRAP WOOD SI-IEATHING METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER (14 A CORNER BEAD C> FRAME CORNER BEAD (FASTENER d SPACING 6 l' O.C.) CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14-B CORNER BEAD C BLOCK WOOD SHEATHING WRB LAYER *1, STUCCO WRAP �� 6 SAP. EL 4 STICK- PEK ''• I X2'x3' 'L' FLASHING SUB FLOOR 'FULLY EMBEDDED IN ROOF CEMENT i I YF X 3' 26 GA. GALV. - • —"---- • --- -- METAL DRIP EDGE I VXI V P.T. OR SIMULATED SET IN FULL BED OF WOOD (TREX) FILLER, SEALANT, Y2' MIN. CONTINUOUS SPACE FROM DRIP I ` ; /FACE TO TREX Y4 GAP FOR SEALANT VINYL CASING BEAD OPT, BACKER ROD. WATER PROOFING let MODIFIED S0 LATER (2 LAYER PEEL 4 3/4 RESILIENT I STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER J' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH _ W/TEXTURED t PAINTED WOOD SHEATHING FINISH }' THICK, 3 COAT CEMENT 4- POSITIVE DRAIN WEEP SCREED PLASTER NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY 1—HOUR BALCONY DRIP 11C EDGE INSTALLATION C� COLUMN /TAT /"T " VT ACT-TTTTI-_\ WR6 LAYER -2, FORTIFIBER BUILDING PAPER - METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIPIBER BUILDING PAPER METAL LATH (EXPLODED 6THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER "2, FORTIFIBER 'I BUILDING PAPER—� METAL LAT14 J' THICK, 3 COAT CEP PLASTER &'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD (-90 WINDOW ( FRAME, NO BAND) A R C R IT EC T 8 Design Grou Ene. 1441 N. NUNALU KtAU 6LVU. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde igngroup.com AA #: 0003325 F. W y I coi W 2 0 4 v 0 0 2 'r 8 sLTBDIV. de LJOT: SILVERADO LOT #24 BLK #1 PROJWT# 04128.000-24001 HODELa 4EHB "2605—HAYDEN" GARAGE SUING: RIGHT PAGE: WALL ASSEMBLY DETAILS %Q50 MPH EV. B ell ARCHITECT-. STATE OF FLORIDA DP Dr 11/2/16 sCALM: 1 /4"=1' - 0" EiI�ET WA3 WOOD SHEATHING WRB LAYER'S, STUCCO WRAP URS LAYER -2, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING— FLASHING VINYAL ANGLED / CASING BEAD ----� DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH \,(EXPLODED 8° THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER •1, — STUCCO WRAP VINYAL ANGLED WRB LAYER -2, FOF BUILDING PAPER - METAL LATH THICK, 3 COAT C PLASTER h'SELF-ADHERIN FLASHING DRIP CAP WINDOW FLANGE CASING BEAD C� WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP 4' GAP TYP CA51NG BEAD TO TRIM IX TRIM MEMBER o STUCCO TO SIDING TRANSITION SIDING G WOOD SHEATHING WRB LAYER w, STUCCO WRAP I' THICK, 3 COAT CEMENT PLASTER METAL LATH — WRB LAYER -2, FORTIFIBER BUILDING PAPER — WOOD SHEATHING WRB LAYER •I, STUCCO WRAP '--- CASING BEAD ro' SELF-ADHEREING FLASHING OR PEEL e STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION — BEYOND V WOOD SHEATHING WEATHER RESISTIVE BARRIER 'I / WEATHER RESISTIVE / BARRIER -1 X 1 Y.' LAP SIDING / / \ 6' REVEAL / / / 6' SELF-ADHERNG FLASHING 6' SELF -ADHERING I Q 7 FLASHING L - \ I �ry WEATHER RESISTIVE BARRIER -1 STARTER STRIP / \ (LEATHER RESISTIVE \ \ BARRIER -1 I I \ DO NOT CAULK OR SEAL OPENING \ - _ - y 6' SELF -ADHERING / FLASHING GALv'D METAL GALv'D METAL 'Z' FLASHING 'Z' FLASHING DO NOT CAULK OR I Y' X 6' SIMULATED 1 SEAL OPENING WOOD TRIM MEMBER Q CASINGBEAD / \ X 6' SIMULATED WOOD TRIM MEMBER \ 1 SEAL GAP W/CAULKING y / OR APPROVED SEALANT \ ` BEAD O CAS SIDING TO STUCCO CO-) BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER FBC R-103.6.1 / ASTM C-841-12, MIN, 2.5 LBS. PER 6a. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER °2, FORTIFIBER t T BUILDING PAPER ' ' = PX UJRB LAYER #I WOOD CONSTRUCTION BEYOND " THICK, 3 COAT CEMENT PLASTER k° STUCCO WRAF D SHEATHING WEATHER RESISTIVE--- BARRIER' I WEATHER RESISTIVE ; BARRIER -L I. 11JRB LAYER 02, FORTIFIBER WXlY'LAP 61DMG—� /b REVEAL VINYL ANGLED I BUILDING PAPER F CASINGS BEAD -"•.,� METAL LATH ASEELF�DHERING STARTER STRIP\ VINYL CASING BEAD SEAL OPENING al THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER 'Z'FLASHI METAL 6 FLASHING CLARITY) WY ' X;aSIMULATED a CASING BEAD C) RAISED 17 A BAND ( FRAME) SCALE: 1 1/2' = I'-O' -- - ------------------------------- --- -- - - - - -- _ THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH i 1 ' I 1 � I �a WINDOW FRAME WRB LAYER 02, FORTIFIBER — BUILDING PAPER F., I E_-Z BEAD VINYL CASING — - (W/3/e' FLEXIBLE PVC BACKER ROD) -------------------------- SEALANT i' i I WINDOW FRAME DHERING FL FLASHING FLASHING WEATHER RESISTIVE BARRIER 'I TO LAP 6' MIN. ABOVE TOP i OF Z FLASHING WEATHER RESISTIVE BARRIER 01 WEATHER RESISTIVE BARRIER -2 \ \ \ / GALVD METAL 1 ZFLASHING DO NOT CAULK OR SEAL OPENING WEATHER RESISTIVE BARRIER -1 TO LAP 6' MIN. ABOVE TOP OF 'Z' FLASHMG FLEXIBLE PVC ; \ / I uaooO Tezm nEnaER BACKER ROD) \ SELF -ADHERING 6' SELF -ADHERING I I I 1 FLASHING FLASHING \ THICK 3 COAT SEAL GAP W/CAULKING EMENT RASTER \ OR APPROVED SEALANT WEATHER RESISTIVE WEATHER RESISTIVE BARRIER'( BARRIER 'I WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER -2 !W/9(,' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO WEATHER RESISTIVE ® FRAME TO FRAME BARRIER -1 TRANSITION WRB LAYER "I, STUCCO WRAP, (RAPPED AROUND FRAMING `1EMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY ---------- V ' GAP TYP 8' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW METAL LATH i — WRB LAYER "2, FORTIFIBER BUIL NG PAPER WOOD SHEATHING —WRB LAYER •I, STUCCO WRAP I (o" WIDE PEEL E STICK OVER FLANGE WINDOW FLANGE - E-Z BEAD VINYL CASING 2X FRAMING (W/3/S' FLEXIBLE PVC BACKER ROD) I MEMBER *APPLY FULL BED OF SEALANT BETWEEN ' FLANGE a BUILDING WRAP BUILDING - WRAP --------------------------------------------------------------------------------------------- --- LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIRBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO =1 WOOD SHEATHING EYZ� 771TT/ SELF-ADHESIVE FLASHING — — — A R C N IT E C T S Design Grou ... iwai n, rtvnru.v rtcwt.wv o�vv. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.mm AA 8: 0003325 F m w 0 m 0 F C 0 U 0"3DIV. ae L.OT: SILVERADO LOT #24 BLK #1 PROJECT* 04128.000-24001 mopmu 4EHB "2605-HAYDEN" GARAGE STUNG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT: STATE OF FLORIDA DRT�- w11/2/16 ISCALM 1/4"=1'-O" sign WA 4-- fr A R C H I T E C T S CUT HOUSEWP, AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW - OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I INSTALL 6' SELF-4014E FLASHING C NAILING FL. JAMBS EXTEND FL V BELCW S FLEXIBLE F DO NOT SE FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP (0 TUCK FLAP UND at HEAD FOLD HCUSEIU IN AT JAMBS 4 SLOPE SILL R NSTAL SELF- FLASE VINYL FLASE DAMS FLANC EXTEP SELF - FLASH BEYO FLASI- INSTAL CAP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TF FLASHING AT THE FOLD DOWN DIAGC ACRO WINDC 1PPLY -%' NOM.— :ONTIN000S BEAD )F SEALANT AT AMES AND HEAD of 1F'PLY TO BACK OF 11NDOW NAILING LANCE IN LINE W/ 'RE -PUNCHED 40LES OR SLOTS. JIDE ADHESIVE - =XIBLE FLASHING 'VER DRIP CAP 'ECTO-WRAP E(2JIv) WINDOW FLASHING INS`I,ALLATION DETAILS FULL WRAP) SCALE: NTS STEP 4 STEP J INSTALL PLUMB, L AND 60L MANUFAC WRITTEN INSTRUCT APPLY '.MEMBRAING NE 5/\ I FLASH "/ OVER JOINT NOTE — I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. Y. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARMING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE_ NOTE: LEAN AND SEAL JAMB TO SILL JOINTS WITH DOW IISS FOLLOWING COMPLETION OF (EXTERIOR RETROFIT WORK RE REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH Design Grou .nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, R-32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.com AA A: 0003325 F W h W 0 R h 2 0 R v y W O INJ J aysa:v ee LOT: SILVERADO LOT #24 BLK #1 PROJECT► 04128.000-24001 xoaEr� 4EHB "2605- HAYDEN" GARAGE 8'WING: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING %150 MPH EXP. B EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING — ARCWTECT: J STATE OF FLORDA � 2 SEAL INTERIOR PERIMETER OF WINDOW WITH � SEALANT J I AIM 11/2/16 FsA5 : 1 /4"=1'- O" T