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HomeMy WebLinkAboutbuilding plans (2)• STATE OF FLORIDA CERTIFIED BUILDING DESIGN CRITERIA: CONTRACTOR: •FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) •ALL LOCAL AND STATE CODES D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PLAN REVIEW BY: BLVD. 2807- ., y 9 .,. iIr 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 • OCCUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B • BASIC WIND SPEED — Vult=160 MPH Vasd=124 MPH *EXPOSURE — C •1—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES SO.FT. CALC.'S IST FLR LIVING 1330 SQ. FT. 2ND FLR LIVING 14S3 SQ. FT. TOTAL LIVING 2023 SQ. FT. GARAGE 454 SQ. FT. LANAI 80 SQ. FT. PORCH SS 60. FT. ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE M. MANUFACTURER AMP, AMPERAGE MIN. MINIMUM BD. BOARD M. MOUNTED CL CENTER LINE Mm METAL CAB. CABINET N.T.S. NOT TO SCALE U. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT, CARPET PH. PHONE C.T. CERAMIC TILE PLT. PLATE D. DRYER PLYWD. PLYWOOD DBL. DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS DLSP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR D.A. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWE SHOWER EXIT. EXHAUST SIM. SIMILAR EXT. EXTERIOR SL. SLIDING F.G./FX . FMD GLASS SL. GL SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FID'LSii SWS SHEAR WALL FLR. FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FTG. FOOTING THK THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT C:RCUTT TYR TYPICAL INTERRUPTER U.N.o. UNLESS NOTED GL GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.H. HOSE BIB W. WAR B.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HOT. OR HT HEIGHT WDW. WINDOW INSUL INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION /,70 7-1)0/5- ST. LUCIE COUNTY EL II I? RFVIE1{ FOR C INC DIVISIO REVIE�YED By C DATE PLANS AND PERMIT i]L'6T qE KEPT ON JOB GR.NOA'SPECTi011YILI BE MADE THESE PLANS AND ALL PROPOSED WOR ARE SUS.IECT TO AN y CORRECTIONS REOUIREDSyMgLOIYC K MAYEENECESSARYIN ECTORSTHAT COMP LyWITHALLAPPLIOAU ffTcoog as. TERMITE TREATMEIVT RE�JIRE© CONCEALED FASTENERS ORATTACHLgENTS ARE THE RESPONSISILITyOf THE CONTRACTOR OF RECORD ALL MANUFACTURES LABLES $4'OV#'CE U FAC OFIS AND SHW COMM" WIT, I FBC ENERGY LADE MUST REMAIN ON ALL DOORS ANO WINDOWS UNTIL INSPECTIONS ARE AppRpNED INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl—COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG IA —DOWEL PLAN PG 1B—LINTEL SCHEDULE (CAST—CRETE) PG 1B.1—LINTEL LOADS (CAST—CRETE) PG 2 —FIRST FLOOR PLAN PG 3 —SECOND FLOOR PLAN PG 4D—ELEVATIONS PG 5D—ELEVATIONS PG 4D.1—WALL ASSEMBLY PG 5D.1—WALL ASSEMBLY PG 6—FLOOR FRAMING PLAN PG 7D—ROOF FRAMING PLAN PG 8— FIRST FLOOR ELECTRICAL PLAN PG 9— SECOND FLOOR ELECTRICAL PLAN PG 10— FIRST FLOOR HVAC PLAN PG 11— SECOND FLOOR HVAC 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 PG WAi—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W U W Imo, a tj w a ti F: J ARCHITECT: STATE OF FLORIDA DATJE: 04/06/17 iSCA M:1/4"=1'-0" 3HEET C 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF C. ROOF LIVE LOADS R301.6 ** I. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=160 MPH, VASD=124 MPH II. EXPOSURE CATEGORY C III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS ±0.18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3 DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5 THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATF_KABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. \ - 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. k 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS 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, AC1318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE -3/4". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4'. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERAH SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. MASONRY 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. 2. CONCRETE MASONRY UNITS SHALL BE GRADE 'Nu TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. 3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK 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=1,100PSI Fv=175PSI E = 1,400, 000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS, 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5, MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6, ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7, NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9, FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 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 3/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11, WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12: MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDERALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982 16, PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF 4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY, THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/< INCH AND NOT MORE THAN 3/4 INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 17,THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR FOR MORTAR JOINT THICKNESS TOLERANCES. PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA 18: ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE °SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS MANUFACTURER IN THE LATEST CATALOG. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE ANQDIUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE - 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. T 19: pRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12.OF THE FBCR 5TH EDITION (2014). 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 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 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). PLUMBING REINFORCING STEEL 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WIND2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. 1. ALL CONCRETE AND MASONRY SI EEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 3. CONDENSATION LINES SHALL BE MINIMUM3/4- PVC (SCHEDULE 40), INSULATED WITH %" AMIAFLEX. GARAGES AND CARPORTS REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 1. GARAGE DOOR 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2OF THE FBCR 5TH EDITION (2014). B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903OF THE FBCR 5TH EDITION (2014). C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 3. WELDED WIRE FABRIC SHALL BE S" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EDITION (2014). SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE MD RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL EXTERIOR WALL COVERINGS OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/A SELF --CLOSING DEVICE PER R302.5.1 OF FBCR (2014). SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2)AS MODIFIED BY TABLE R301,2(3), MANUFACTURED SOFFITS THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. EXTERIOR FINISHES 4. PER FBCR 5TH EDITION (2014) R302.6 &TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %8" THICK, OVER FRAMED WALLS APPLIED OVER AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5!8-INCH TYPE X GYPSUM BOARD OR B. CONCRETE EXPOSED TO EARTH OR WEATHER: _ WHERE APPLIED OVER MASONRY OR CONCRETE. EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL I. #5, W31 OR D31 AND SMALLER 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 11a & 2�� ASTM-C1063-12a. ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT I. #11 AND SMALLER 3 SITE WORK LIMITED TO: D. BEAMS, COLUMNS: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS, I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" _ 'L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE APPROVAL OF THE ARCHITECT. - CASING BEAD DETAILS DRIP EDGE DETAILS CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS TIMBER WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL- REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: -- WINDOW FLASHING DETAILS AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 4. SHALL BE INSTALLED PER ASTM-Cl 063-11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) OTHERWISE. B. NATIONAL FOREST PRODUCTS ASSOCIATION: 2-STORY GYPSUM BOARD I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION UNDER STAIR PROTECTION: 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. C. SOUTHERN PINE INSPECTION BUREAU:" 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE D. TRUSS PLATE INSTITUTE: NEAREST EDGE OF THE FOOTING. I. NATIONAL DESIGN STANDARD,6fOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) J CONTROL DATE: 02/08/17 R. A R C H IT E C T S l N. RONALD REAGAJBLVD. LONGWOOD, FL 327PH: 407-774-6078 FAX: 407-774 407www.abdesigngroup. AA #: 0003325 w h w 0 4 W q rq oulwiV. de LOT: CREEKSIDE LOT #116 PROJECT# 04321.1.16 ODEL: 4EJB "2807-ELLS" ZARAGE OWING: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C mmummommmooff ARCHITECT - STATE OF FLORIDA 0Azol DATE: 04/06/17 OCALE: 1/4"=1'-O" 1 }w V.. n i YY. 11 5, Io'-o" 24"X24'XI2' GONG. PAD w/3-•5 BARS EW.. ON CHAIRS MIN. 3" COVER l2 Ir- ° J4" o L SLBA, -I pW 4 � I DI31/2' 3t4, / 1_211 F. LLJ ■ L� y� r t0 I — 13 � DI \\In 2'-6" - al-4n �J \ r � opt. L REr I" PVC CHASE FOR ELEC. TO r ■ I ISLAND I' '.mw'R ~, N Jim N I ■ ' ELE FN. CONC. SLA I 3g'-8' 28' -311 EXTEND END OF PVC. CHASE UP 12' ASOVE COND. CONC. PAD ■ ■ 11 ■ 1130'-2' 4" PVC 4" CONHCASREN�=.1 U6'xb' WI.4XWM ON6MIL POLY- ETHYLENE VAPOR LARDER ON WELL-COMPAGtcN-r CLEAN FILL TERMITE tREATSHALL 5E 5oRA-C,AIikE-�_ 24'X24"XI2" CONC11 PAD W/3-"5 5ARS11 to E.W. ON CHAIRS I1 MIN. 3' COVER II II 11 II II ---- T 81� �J 9(, I 1 I 1 1 2 5 11 _ DI II f II 11 F —13 -a 20'-2" 11 STUB uP I1 TO 2ND 5 :)I I I I 6B EXTEND Dl 5LA511/2' LI-i - 3'-10'I. EXTEND ■ ■ ■ ■ SLAB 1 1/�2' O DI 3 Imo' ■, ■ 1 DI I3'-6' SLOPE 1/8, �t ■ I— PER FOOT f4 DI :t 12'-4' ;p 24'X24"XI2" CONC• PAD W/3-S 5AIS E.W. ON CHAIRS MIN- 3' COVER e3 TYP.) 19'-0" f 7 F- - I Ino - OIN MUM 11L.I. AS REQ. PER r 5LDG.CODE 24"X24'XI2' CONC. PAD W/3-"5 EARS E.W. ON CHAIRS MIN. 3' COVER 24"X24'X12" GONG. PAD O DI BARS E.W.E.U1. ON CHAIRS DI �, MIN. 3' COVER I n -11/2, 0 4" CONC. SLAB Dl ®'-0' ELEV. TYP. FIN. CONG. SLAB � ■ i B DI -10" 2'-2" 3'-04 42" LK4J� II � / II■ Nl AV. LAV: 65 II �— DI II / \ II 36°x60" SHM PAN w/ ENCL. ,1 ■ 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 F5CR 5TH EDITION (2014) 2'-4' I 2' VTR�I Imo, 11/2' i I I 1 1/2' I ILA LAV �2' KITCHEN SINK W/ UJG AUTO VE CO 4 TO MAIN 2" VTR 2 "-1 I WASI 4ER I 2 3 SINK 3 rwc \-12' VTR I LAV-\,- I 2° LAV ISHA.uR 2' PLUMBING RISER DIAGRAM SECURE STRAP TO UNIT W/ (2) "8xl 1/4 SHT MTL SCREWS SIMPSON WS ROLL STRAP OR EQUAL SECURE STRAP TO GONG. W/ C2)-3/16"X2' AB TAP -CONS SL A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' PIA. OVER HEAD a 12' FROM STRUCTURE A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i W W U �1 0. U W q h F LLmv S V Dr v• Jr/Ti CREEKSIDE LOT #116 PEiOJECTfp 04321.116 MODMIA 4EJB "2807-ELLE" QAVAQE 19WING: RIGHT PAIJ FOUNDATION PLAN 160 MPH EXP, C DA�TM. 04/06/17 SCALE: 1/4" =1'— 0" SHEET A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W C U O yF W U h W q F A [ti z de CREEKSIDE LOT #116 N 4EJB "2807—ELLE" RIGHT PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA apt; 04/06/17 SCAM 1/4"=1p-0" a9E9EET 1A PAN. a' -a° CLG. i LANAI CLCs. L— 4 6068 SLs.D. L— 3 (2) 3052-814 DINING ROOM V-a" CLG. FLEX a' -a' CLG. (2) 3052-514 L— 3 LIVIING 8'-8' CLCs. SLOPE�D FOYER 8'-8" CLG. PORCH V-a" CLG. L— 3 (2) 3052-SW OWNER'S SUITE 8'-8' CLCs. OWNER'S I W I. C BATH I CLCs. I I I L GARAGE 8'-8' CLG. 161-01X71-010.HD. -------------------- L-1 LINTEL SCHEDULE NOTE: THE LINTELS MAY SE: SU567ITUTE:D WITH LINTELS FROM ANOTF-ER MANUFACTURER AS LONG7 AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED O <^STM4RET4g LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 11'-4" 8F28-15AT L 2 4'-6" Ss�-6-05/IT A5V. DOOR ASSEMBLY L 3 7'-6' SF16-I5/IT L 4 1'-&' SF24-I5/IT L 5 4'-6" 8PI6-IB/IT A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W '17T w 0 a U W h ARCHITECT- STATE OF FLORIDA 0.6 s-, m a DAB; 04/06/17 9CALIM 1/4 "=I '— 0" 8Ei&ET ID SAFE LOAD TA5L S FOR CzRAVITY, UPLIFT 8 LATERAL LOADS 8" PREGAST 4 PRE57RE55ED U-LINTELS TYPE L NCzTI-I SUS SFS-0B 8F12-05 I6-0 20-0 24-0 28- 32-0 SFS-IB SFI2-iB SPI6-IB OF20-IB SF24-IB 8F28-IB SF32-IB 2'-10" l34") PRECAST 2302 3166 4413 6039 1526 90ID4 10412 1936 3166 4413 6039 1526 e004 10412 11936 3'-6" (42°) PRECAST 2302 3135 3311 4689 6001 13I5 6630 9941 3166 4413 6039 1526 g004 10472 11936 4'-0" (48") PRECAST 2029 2325 2496 3461 4438 5410 6384 1358 2646 4413 6039 1526 9004 10412 11936 4'-6" (54") PRECAST Ira51 1151 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 9668 5'-4" (64") PRECAST 1184 1223 1301 1509 2311 2526 3336 3846 1665 2889 5051 6096 5400 6424 1450 5'-10"(70") PRECAST c312 1000 1059 1414 1889 2304 2721 3131 1459 2464 4144 5458 4437 5280 6122 6'-6" C78") PRECAST 837 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 5995 6590 7'-6" C90") PRECAST 767 1029 1615 2385 1994 2439 2086 3333 029 1615 2610 3839 5596 6613 5041 9'-4" (112") PRECAST 573 632 1049 1469 1210 1482 1154 2021 168 1212 1516 2544 3469 4030 3121 10'-(o"(126") PRECAST 45(0 802 1125 915 1122 1328 1535 ,5 658 1025 1514 2081 2114 3130 2404 W-4" (136") PRECAST 44.5 598 935 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 2014 1510 1818 555 864 1254 1693 2211 2832 359ID 13'-4" (160")PREGAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 2920 14'-0"(168") PRECAST 338 381 648 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8" 0-16") PRESTRESSI=D 1� R NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4" C184") PRESTRESSED f�J•R. NR NR NR NR NR NR NR 420 ro95 1250 1855 2370 2590 3410 I-V-4" (208")PRESTRESSED NR NR NR NR NR NR NR 310 530 950 1 1400 1800 1 2200 2600 ICJ'-4" (232") PRESTRESSED NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4° (256") PRESTRESSED 1�d"R. NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0"(264")PRESTRESSEDR S.R.NR NR NR NR NR NR NR 160 300 570 810 1250 166ID 1910 24'-0'(26811) PRESTRESSED )\l.R NR NR NR NR NR NR NR 130 240 410 120 1030 1350 1610 1" IATERIAL5 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. S" PRECAST 4 PRESTRESSED U-LINTELS 4^ZT�W*11114" UFL iFT LATERAL TYPE L:EN TI-I 5F8-I 12-iT 5FI6-It 20-It 24-IT SF28-IT SF32-it SUS SFS 8-2 12-2t 16-2t 20-2 24-2 28-2T SF32-27 2'-10"C34") PRECAST 2121 2815 4101 5332 6569 1811 9055 2021 2021 2121 2184 3981 519ID 6401 163ID 8851 3'-6" C42") PRECAST 2165 2289 3260 4231 5219 6204 1192 1251 1251 2165 2215 3165 1 4125 5091 6061 1036 4'-0" (46") PRECAST 1818 1989 2832 13680 4532 5381 6245 938 938 1818 1925 2150 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1162 2507 3251 4010 4161 5525 727 721 166ID 1105 2435 3171 3913 4658 5406 5'-4" (64") PRECAST 1393• 1484 2110 2741 3315 4010 4648 505 505 1393 1437 2050 2610 3293 3920 4549 5'-10"C70„) PRECAST 1272, 1357 1930 2505 3054 3665 4247 418 418 1212 1315 1815 2441 3010 3583 4151 PRECAST 1141- 1200 1133 2250 2169 3290 3812 707 887 1141 1152 1654 2192 2103 3216 3132 7'-6" (9011) PRECAST 959s 912 1415 1914 2354 2191 3240 591 657 990 1029 1466 1901 2351 2191 3245 PRECAST 801• 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2211 2634 PRECAST 116+ 498 193 1021 1261 1496 1131 396 493 116 611 1039 1359 lilt 2034 2358 II'-4" (136") PREGAST 666• 439 696 899 1104 1309 1515 363 556 666 535 905 12W 1595 1896 21g8 12'-0" (144") PRECAST 601s 400 631 816 1001 1166 1372 340 494 631 486 818 1209 1514 1199 2086 13'-4" (160") PRECAST 500* 340 532 686 841 991 1153 302 398 409 082 1ID04 1361 1631 1891 PRECAST 316 493 635 118 922 1065 286 360 r243 318 629 922 1254 1561 1616 14'-V CIi6") Pi�STRESSI=D 295 459 591 724 651 990 N.R. 35-1 352 582 852 1156 1491 1142 15'-4" (184") P ESTRESSED 226 278 430 553 611 801 925 N.R. 327 228 329 542 191 1012 1381 1616 li'-4" C208")PFE STRI=SSED 188 236 361 464 561 610 114 N"R" 255 188 216 449 649 814 1121 1389 19'-4" (232") PRESTRESSED 165 201 313 401 490 515 661 N.R. 204 165 239 383 550 136 940 1160 21'-4' C256')PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 411 635 801 993 221-0'(264')PIR2ESTRESSE0 140 131 180 205 265 322 343 451 418 601 493 111 568 941 N.R I61 24'-0"(2889 PRESTRESSED 121 IroS 244 312 380 441 515 N.R. 135 124 186 290 408 538 680 833 GENERAL NOTE-5 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST LU/ 2" RECESS DOOR 11-1 INtl=l S <^WrW4C4q4" RA V i T*�r TYPE SRU6 SRF6-0 SRF10-08 sRFl4-0e 8RFI8-0a OW22-0 f� 826- 8W30-05 8R%-15 8 10-IB 8RF14-IB 8FSF18-15 8R=22-I5 8RF26-IB 8W30-15 4'-4" (52") PRECAST 1489 1591 3ID53 2982 3954 4929 5904 6580 621 3412 4982 6412 1941 9416 I0818 4'-6" (54') PRECAST 1351 1449 2152 2114 3600 4481 5315 6264 1702 3412 4982 6412 1941 9416 10818 5'-8" (68") PRECAST 785 632 1602 1550 2058 2566 30-15 3585 1153 2162 4074 6472 6516 51314 6839 5' -10" C70") PREGAST 135 119 15IDID 1449 1924 24ID0 2816 3352 1103 2051 3811 6412 651rc 5450 6411 ro (80") PRECAST 822 9ID1 I611 2933 2516 3223 3812 4522 901 1611 2933 4100 6130 8111 6101 7'-6" (90") PREGAST 6ro5 161 1371 2252 1958 2451 2944 3439 6614 n " 9 -8 C116) PRECAST 311 420 834 �253 30�1g �3422 1886 535 928 1491 2119 2616 3595 2515 8" PREGAST W/ 2" REGE55 DOOR u-[ INTI=I 5 Ci I�Z FT _ LATERA TYPE LENGTH 8RF6-IT SRFIO-IT SRFI4-IT 9Fz=s-IT SW22-IT 8RF26-1T 8RF30-IT 8RF6-2T OW10-2T 8RFi4-2T 8RFI8-2T 8RP22-2T aW26-2 8RF3,0-2 SRU SRF ro 4'-4" (52') PRECAST 1244 1513 2413 3260 4112 4961 582B, 932 932 1244 1519 2339 3110 4008 4850 5696 4'-6" (54„) PRECAST 1192 1501 2311 3121 3931 4156 5511 553 853 IM2 1455 2240 3036 3831 4643 5453 (68") PRECAST 924+ 1112 1195 2423 3055 3689 4325 501 501 924 1132 1141 2351 2918 36ID3 423ID 5'-lm" l7m") PRECAST 896� 1138 1142 2352 2965 3581 4198 469 469 896 1099 169ID 2Z88 2891 3491 4106 (0'-8" (80")PRECAST 118 882 1513 2042 2513 3101 3642 830 1100 775 9561 1468 1981 2509 1 3035 3563 7'-6" (90") PRECAST 688 691 1325 1810 2250 2153 3221 110 S41 (088 849 1302 1162 2225 2fo90 3151 9' -8" (1161) PRECAST 533• 433 SIDS 1123 1413 1104 19cJ5 516 614 533 521 1009 1369 1128 2088 2450 T-T'f'E DESi NATION F = FILLS=O WITH GROUT / U = UN51LLED QUANTITY OF "5 REBAR At BOTTOM OF LINTEL CAVITY 1/1T NOMINAL WIDTI4 L QUANTITY OF *5 NOMINAL WEIGWT-1 REBAR AT TOP S�4�=E I�OAD TA5LE NOTES 1. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with ,he architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and groutfng. 5. All lintels meet or exceed L/360 vertical deflection, except lintels IT-4" and longer with a nominal height of 8' meet o,' exceed L/180. fo. Bottom field added rebar to be located at the bottom of the [Intel cavfty. T. 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast-fn-place concrete may be provided in composite lintel in lieu of concrete masonry units 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 'REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR *5 REBAR AT TOP MIN. (I) REQ'D 1-1/2' CLEAR Q � y d1 Z • ed GROUT Z e *5 REBAR AT BOTTOM • •, OF LINTEL CAVITY 1-5IWACTUAL `BOTTOM REINFORCING PROVIDED IN LINTEL 8" NOMINAL WIDTI4 (VARIES) I. All values based on minimum 4" bearing. Exception_ Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2" Safe loads for all recessed lintels based on 6" nominal bearing. 2. N.R = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addfonal reinforced masonry above the precast lintel. 6. One *1 rebar may be substituted for two *5 rebars in 8" lintels only. 1, the designer may evaluate concentrated loads from the safe load tables by calculating the maximum resistfng moment and shear at d-away From the Face of support. 6. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. A R C H I T E C T S 116 /Design Grou�r��. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U w 0 a U w A F a I i9tm v. de LOT: CREEKSIDE LOT #116 PROJECT# 04321.116 MODEL: 4EJB "2807- ELLE" GARAGE 81111NG: RIGHT PAGE: LINTEL LOADS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JUN p DA�TZ: 04/06/17 SCALE: 1 /4"=1' — 0" 81-MET ID 4.. m 6"X6" P.T. POST 1 (2 TYP,) LANAI 8'-$" CLCs. 1 6068 S.G.D. I DINING ROOM I 2K/'-K/II 10' -1011 (2)3052 -SH , �o411 4'-" 2'-0" „\\ II, I 411 I 9 II Im A 19 I , 1_2 O OI KITCHEN Q I I 11-10" 2'-8" LIVING W-8" CLG. 14'-10 PROVIDE D51- STUD EA. END OF KNEEWALL 4X4 POST a _a 4X4 POST PWDR. 6-8" CLG. u I> N 2-8 J « r — — 4x4 m PAN. _ — —1 POST I 71 CLG. OPT.I b33 v U, — " In 2 -a^ v (2)3052-SH OWNER'S SUITE 8'-8' CLG. 3 _21 �'-IU" � 31_611 C. LEi11L OWNER'S I BATH I 36'x60' SHWR PAN � W/ ENCL. LAV. LAv. Ga e LBW 4 -0- _ I 31_811 5'-6" 10'-1011 STAIR DATA I I 16 RISERS ® 154" FLEX 0 115 TREADS 101I 8'-8" G-G• j i 1 +I" NOSING LL Q I UP 4x4 Q V P05T STUDS I6O.C. PER 5OLLARD 3 OSHA TITLE 29 CFR AS REQ. I I PART IS26 SU5 PART PER DLDG, _ A D5L M - FALL PROTECTION CODE STUD IS26.501(5) (14) IRS FOYER I (2)3002-SH I wTTIC CCES I PORCH GARAGE If -a' CL& 8'-8" CLG. 10'=4' �'-4"�. 4'-8' �C-41 7 19'-0' 16' -0"X1'-0"O.H.D. 1------------------- —� �2'-4' 16'-0" 2'-4' Il 20'-all 39'-8" � 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 5E THERMA-TRU FIBERGLASS DOOR W/ TRAN50M (SINGLE A55EM5LY) - 20 MIN. FIRE: RATED DOOR FROM GARAGE TO RESIDENCE TO 5E EQUIPPED W/ 5ELF-CLO5ING DEVICE PER SECTION R302.5.1 OF THE fl 5TH ED. (2014), COM201'BVI' MD Q.ADDINQ WND LOADS BASIC WIND EXPOSM FOR 3 SECOND MM OPEW OB AND TYPE SQUARE FOOTAGE ZONE 100 MPH WINO MA) REMARKS MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING DR. MIN. CRITERIA 18 5 33/-43 SiS.D. MIN. 41 5 31/-39 CRITERIA Ill O.H.U. 112 5 3I.0/-34.6 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF 1IT. = 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. COWL DATE 07/08/15 rn� GROUNDI WIND DESIGN SEISMIC SU5JECT TO DAMAGE FROM ro SNOW SPEEDd TOPOGRAPHIC DESIGN WEATHERING' FROST LINE TERMIT IN LOAD (MPH) EFFECTS' CATAGORY r DEPTH`' N NA 160 C NA NEGLIGASLE NA VERY HE FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL E3E IN ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH F5C R302n.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE: WITH SECTION Fl R302.10.1 THROUGH F5C R302.10.5 EXTERIOR MASONRY WALL 5RG. HEIGHTS 5RG. $_$ 5RG. LOAD 5R3. WALL ARCH SQ.FT. CALC.'S 1ST F-R. LIVING 2ND F-R. LIVING 1330 Ii 5Q. FT. SQ. FT. TOTAL LIVING GARAGE LANAI PORCH 2823 454 80 SS SQ. FT. SQ. FT. SQ. FT. SQ. FT. TOTAL 3456 SQ. FT. 11 WINTER ICE 5ARRIER FLOOD AIR MEAN DESIGN UNDERTLAYMENt HAZARDS eEZING ANUAL TEMP ° REQUIRED" INDEX TEMPI 42 NA SEE SURVEY NA NA A R C H I T E C T S 4Design GiYOU lnc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w U w 0 a a F A x SvsDIV. ae LOT: CREEKSIDE LOT #116 PROJECT# 04321.116 MODEZA 4EJB "2807—ELLE" GARAGE SWING.- RIGHT PACE: FIRST FLOOR PLAN L160 MPH EXP. j ARCHITECT - STATE OF FLI rPItIENT -I DATE: 04/06/17 SCALE: 1/4" =1"— 0" SHEET 9 14'-O" 2'-6° 0 -101, 2'-4' 14'-0" 31'-4' 4'-2' 3052-SH 3052`SH _ r — —, µANDR4LRA DA �AL�L 5µALL BE 2 I/4" 4x4 I Lon s mN' d) �, 2 1/4" ,� POST '1 Iw - _ CLCs. I PoXJ st HANDRAIL 36° I I WANDRAIL 0 36'40 I I j I I CHASE W/ 2X4 RI=-INFORCING BDRM. 5 t0 I L—J I BDRM. #4 8'-0" CL �? _ 8 -0" CL& CHASE 0 V. - ' C. M CO m ?� Ic-1 IR'-AI c. V. BATH 3 I /Xc � m LAv. ?.8 N O = N , STAIR DATA 16 RISERS m 1.54' 15 TREADS 40 10' +I° NOSING WALL w/ CAP � SCUDS e 16' O.r'• IU.ONJ PER OSHA TITLr 29 GR PAR FALL PROTEG ON 1926.501(5) (14) DN. I I i I I I �^ I I m ' wJ Q QI a v I -- UPSTAIRS LIVING 8'-0' CLG. uB w/ D 6 uw BDRM. #3 8'-0GLCxCLCx. 5'-0" , 5�_4111 I I ti ---� W.I.0 I I -0' KG. � W.I.0 L---U' CLG, BATH 2 8'-0" CLG. BDRM 8'-0" CL . POST 3052-SN I 2040-SH i I I I r---------------- a,-101 11 1 1 21'-2' -10" I 6' g' 414'-0" 39'-8• I .. L---------------------------j SECOND FLOOR PLAN NOTE: 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE u 10'-0 3/4' 2ND NN. FLR s'-8' SRG. HGT. NOTE: STAIRS RISERS TO CONFORM TO FBCR 5T14 EDITION 2014 MIN. TREAD-10' MAX. RISER•l 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 13/4" +-1/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. W WIDE s NARROW END MIN. 11" WIDTH a 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 0'-0' FIN. FLR 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 6 114' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 114". EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8". )�ANDR��� ETAIL SCALE: 3/4-1-0" 3/4' T4G SUB FLOOR GLUED 4SCREWED PER FASTENER SCHEDULE PRE-ENG. FLR. TRUSSES STAIR DATA: 16R ® 7.54' 15 TREADS m 10'+ I" NOSING STOR. (2) LAYERS OF 3/4' PLYWOOP OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILINCs — SECURE TREADS t0 STRINGER WK3)18 3' SCREWS • EA STRINGER UNTHREADED SHANK TO EXTEND BEYOND TI-IICKNE OF SUB -FLOOR SHEATHING —3/4" KICK PLATE MIN. 3-ZxIZ 5YP STRINGER \ REINED W/2X4 SPF W/GONT. BEAD OF SUB -FLOOR ADHESIVE PL-400 OR SIMILARE EA HORIZONTAL RUN \ 2 X 4 RE-INFORCING EA. 2 X 12 STRINGER SECURE W/12d &'-S' O.C. STAIR DETAIL 2X4 ATTACHED W/ 104d MASONRY NAILS • 2X4 P-T. SLEEPER INTO SLAB WITHIN 8" OF EACH END, 32' O.G. MAX. 42" H. 1/2 WALL W/ CAP A R C H I T E C T S 4Design Grouprinc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 ti W w U w 0 0. w q F BUBDM da LOT: CREEKSIDE LOT #116 PROJECT# 04321.116 MODEU 4EJB "2807-ELLE" GAEiAGE E WING: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DAR� 04/06/17 OCALE: 1/4" =1'- 0" BE=T 3 AREA OF ATTIC = 1813 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 1813 /300 = 6.04 VENTILATION AREA X SQ. INCHES PER FT. (144) = 870.24 SQ. IN. MIN. REQUIRED VENTILATION = .5X 870.24 IN UPPER PORTION OF ATTIC - 435.12 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 435,12 /115 TOTAL#OF VENTS REQUIRED = 3,78365 TOTALUOF VENTS PROVIDED = 4 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESSTHE OVERHANG (EXTERIOR OF WALL TO EXTERIOR PF WALL, NO OVERHANGS INCLUDED) 2" 1,-.0 ry N I� c Lauv� DETAIL A SCALE: 1/2" 7/8' THfCK, 3 COAT CEMENT PLASTER OVER GRADE 'D' FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D' FELT PAPER 4'x4' GALV. 'L"-TYPE FLASHING SET IN ROOFING CEMENT FIBERGLASS SHINGLES OVER �. (OR APPROVED EQUAL) FELT PAPER ON 1116' 0.8.8. SHEAT4 NG OR 1/2' CDX PLYWOOD \ SECURED PER NAILING SCHEDULE LSU-26 12 2x6 RAFTERS — LUS26 W/ (4) Imd's TO LEDGER AND (2) 10d's i TO 2x6 JOIST 2X6 LEDGER W/ 1/2'x8' -- THREADED ROD 32' O.G. MAX. SET IN SIMPSON - HIGH STRENGTH EXPDXY 6' MIN EMBED. I/2'THIC1r2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY -I--� SCALE: 1/2" = 1'-0' 2x6 LEDGER SECURED W/ 1/2' x 6' LAG BOLT W/ 2' DIA. WASHER s 16" O.C. MAX 18'-0 3/4" 2ND FLR. KRIS. HGT. IS"X&2" DECORATIVE SHUTTER 10'-0 3/4' 2ND FIN. 8'-8' BRG. HGT. =t 4" RAISED *j BAND (TYP.) �\ 0'-0' FIN. FLR �{ � _ 7 — - I6-0 3/4" 2ND FLR —� BRG. HGT", 10'-0 3/4' 2ND FIN. FLR _ 5FO. -KsT. — 0 -0" FIN, FLR 0 TEXTURED FINISH v r FYPON LV12X24 OR - EQUIVALENT N v 11 OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION TEXTURED FINISH �6 2 SHINGLE ROOF FYPON 5KTIIXI7 OR EQUIVALENT IS'-0 3/4' 2NC BRG. HGT. 12 "X48" DECORATIVE SHUTTER 10-0 3/4" 2ND FIN FUR. J 8'-8" BRG. HGT. I OPT. COACH LIGHt 0'-0' FIN. FLR. " " OL 18,-0 3/4" _ BRG. HGt. 3/4' 0-0' FR FLR, A R C H I T E C T S De p I oU inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U W 0 F 4 U W 4 F A F; ti I BtmDrv. ac LOM CREEKSIDE LOT #116 PROJECT* 04321.116 �oDzu 4EJB "2807-ELLE" GANAGE OWING-. RIGHT PAGE: FRONT & REAR ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA .� v ` 04 06 17 DATE: / / SCALE: 1/4"=1'-011 1 LEFT ELE Y A. T10" N t3 TEXTURED FINISH 'IN. FLf RIGHT ELEVATION TEXTURED FINISW A R C H IT E C T S -.d,Olq� Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W V W 0 F U h W q F A F L rv. de LOT: EKSIDE T #116 CT# 321.116 A 4EJB`7-ELLEE BWMG: RIGHT PAGE: LEFT & RIGHT ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA np= 04/06/17 SCALE: 1 /4` 1' - 0" SIMET Sl 9 L FRONT ELEVATION ®-6' 5UTTER=L7 METAL LATH A WINDOU CORNERS 1 1 12 1VA WA1 WA5 14A U U TYP WA3 WA3 16A TYP. WA4 I 13 3" 13'-3" TYP. u-6' 5UTTEse--Lr METAL LATH ® WINDOW CORNERS ilE �PA3 TYP. 4A qYA3 TYP. NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS, A R C H I T E C T S Design GI pUUp-Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde-signgroup.com AA #: 0003325 ti W y U W O yF W W A h A F mxTBDIY. de LOT: CREEKSIDE LOT #116 P1iOJECT# 04321.116 �oDEr� 4EJB "2807— ELLE" GAEiAGE B'WJNG -. RIGHT PAGE: WALL ASSEMBLY U60 MPH EXP. C ARCHITECT STATE OF FLORIDA DAB; 04/06/17 8CALE: 1 /4"=1' - 0" 8HEET LEFT IELEVATION a* -BUTTERFLY METAL LATI 4 ® WINDOW CORNERS 1�iG 'f ELE V TION 0-6' SUTTEi;FFLY METAL LATI 4 a WINDOW COMERS NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. A R C H I T E C T S 11 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W v W 0 F 4 U A F A F: ARCHITECT - STATE OF FLORIDA A.. a DATE: 04/06/17 SCALE: 1/4"=1'-0" 1 SHEET 5 1D. I 1=LR. (2) 2X12 EM. TO 6X6 POST (2) I" ISTA-24 t (1) 1-ITS-16 POST TS SLA5 A5U66 (T1'10. 2) �R/ m n 45JIL r---------I DRAT STOP I 2X4 NAILER FOR DRAFT OTOP ELEV. VIEW 1 PRE-ENG. FLR. TRUSS-\ 1 3/4' PLYWOOD --4 DRAFT STOP 1 PRE-ENG, 1=LR. TRUSS 2X4 NAILER FOR DRAFT STOP 3/4' PLYWOOD DRAM STOP PLAN VIEW DRAFT STOP DETAILS TLVJL V I •III `- 4L3 j=X X l. 4L2 Imo- 4LI� III IF 41a II II II II II II II II II II II II I II II II II II II FT3 Pt2 II II II II II II II II II Hill II I II ILL4— I II II II II II II II II II II II II II I II II II II II II I I II II II II II II II II II II II II II II II II ll II ll II II II II LL �jfL J I J L L J L - TRUSS TO 4X _ Te POST W/ (2) MTS-12 POST TO SLAB HTT-4 _ m J FTS ILLJII� , La_ IK _r x DIM I M -r 7 FG2 I 2X8 LEDGER TRUSS TO 4X67 = SECURED w/POST W/(2) ITS-12 n" X 6' LAGPOST t0 SLAS W/ _ BOLT W/ 2' DIA. NTT-4 4UC-4' WASHER s 24' (2) ME?A-16 OC N= FTI5 Ix Im - II II II II II M6 II _ I(�I, HUC11I410 I�I IL_- �L- (2) META-16 (2) META-16 IX4 DIAIG. ETM. CHORD ERACING, TYP. GAME END ERACING SEE DTL. '4' SHEET 02 r L J - 7 - _ = T II r 1I1 \� r TRUSS TO 4X4 = POST W/ (2) MTS-12= - POST TO SLA5 -- - _ +ITT-4 - - - __ _ _ -�- _ -_ TRUSS TO 4X4 - POST W/ (2) MT5-12- _ POST TO SLA5 - 14TT-4 _ lu D5L. stub F- — iN- FBI I z�ti= ATTIC ACCES_ 31-0" , 3'-O" I, 3'-O" l/ 3'-O' 3'-0" l/ 3'-0' � 2'-,5" ING PLAN RANEY OS/22/16 META-I6 A R C H I T E C T S •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 E N U W U O 4 a F A FF evsarv. ae LAaT: CREEKSIDE LOT #116 PROJMCT# 04321.116 MODzL: 4EJB "2807-ELLE" GARA03C B nDM: RIGHT .'AM-AMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATZ: 04/06/17 MCALB1: 1 /4"=1' — 0" MMICT 6 p 1D 5JI II II II II II II II II II II II II II II �n � 5J5 — II II II II II II II II II II II II II II = TRUSS TO 4x6 — — � — I— — POSt W/ (2) To 5L = = = _ — POST t0 5LK W/ A7 � 14tT-4 / I I m o L5 m i I m o m I I I I I I I I I I I I I - _ I I I 024BO(p 5JI 5J3 TRUSS TO 4X6 PO5T W/ (2) MTS-12 5J5 POST TO 5LK W/ �--14tt-4 0 X N 1 fV NOTE: 2X6 ® 16" O.G. (TYP) — Ix4 5TM. G44ORD 5RACING 12' O.G. MAX., SECURED W/ (2) 10d COMMON NAILS s EAGI4 GI4ORD INTERSECTION, TYP. TRUSS TO 4x6 POST W/ (2) MTS-12 POST TO 5LK W/ —14TT-4 5J5 5J3 5JI A R C H I T E C T S GrDesign oup;��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U w 0. U Gi A F Q u SLJHD T: CREEKSIDE LOT #116 PROJECT# 04321.116 l onmrL- 4EJB "2807— ELLE" GARAGE 8WMG: RIGHT PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA ap04/0/17 8CALM:1/4"_ 1'-0" 3MMET L) ELECTRICAL LEGEND SYMBOL I DEFINITION I NOTES 125V OUTLET 12c AMP sINGLE POLE 110v OUTLET IlOv OUTLET I O SWITCH ET WILD I GFI IIOV OUTLET EOwr�n wic(TAM INTERIIPTER (TAMPERER Rc818TANT YYPE) � 220V OUTLET (4) WIRE C 44ECTION TCUTL +- CvFI ET1R M P£ SWITCH SWITCH I 8-WAY OPER �V4 -1- MO.-4 4-WAY OF£R WALL MOIAITED LIGHT CEILING LIGHt `-1 vP I VAPOR AP PROOr I I Qo iir�CESSED CAN �- WALL SCONCE P:E-WIRED VENT. PAN I CrM PER Sa FT. IVENT. rAN W/Llt I I CFM PER sQ FT. I FIXTURE (OPEC's TOO BY 11 n =l 2-5UL5 WRAP AROUND — 12' FLUORESCENT 14' FLUORESCENT 4' TRACK LIGHT 0 I PANEL METER OSMOKE S.D. BAtt. BACK-LLP DETECTOR W/ HARDWIRE WALL MOUN-MD BArr, BACK-LLP SA. SMOKE DETECTOR I W/ HARDWIM CARBON MONOXIDE INTER- CONNECTED SMCCECrORc4mw SHALL BE A DISTANC 0- NOT LESS THEN 4' PENDANT LIGHT NATURAL GAS fl/ OLLTLET • ` TELEPHONE JACK UA4 WATER HEATER TO ME ELEVATED DISCONNECT , A�F A/ AIR CONDITIONING DISCONNECT Tv. I I TELEVISION JACK TO BE SUPPORTED IN O J-BOX ACCOI®ANGE W/ BOX MARKED AS SUCH FOR C3ILING FAN/LIGHtjAC:CORDANCB W/ BOX MARKED AS SUC4 FOR FLOOD LrGHT ICI IKAP'T' --� P.B. PusH-BUTTCV FOR CHIMES USB PORT LOCATION OF Tv JACKS t PHONE OUTLETS 1 FANS TO 5E VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETINGS. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 5T44 EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GPI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTER 11TTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 F5CR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRINGS METHOD SHALL 5E NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F5CR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FECR 5TH ED (2014). OUTLET FOR VENT OR MICRO i I' �------------------ --- OPT. COACH IL ®I�ELECTRICAL CLAN LIGHT METER FIELD VERIFY LOC. PROMDE W—D 000' PANEL LOAD CENTER OR EQUAL SERVICE 120/24OV, 1PH, 3W MINIMUM BREAKER AIC 10K BUS RATING:200 AMP SURFACE LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING CKTS LOAD DESCRIPTION BKR WIRE SZE CKT. NO WIRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 2 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 20 LAUNDRY RECEPTACLE GARAGE LIGHTS AND RECEPTACLES 2O GFCI 12 113114 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX DETECTORS 20 AFCI 12 17 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 20 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES DINING ROOM RECEPTACLE(S) 20 AFCI 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) TOILET ROOM RECEPTACLE(S) 20 AFCI 12 2324 12 15 AFCI OWNER'S SUITE LIGHTS AND RECEPTACLES BDRM. #2 LIGHTS AND RECEPTACLES 15 AFCI 14 25 261 14 15 AFCI BDRM. #3 LIGHTS AND RECEPTACLES BDRM. #4 LIGHTS AND RECEPTACLES 15 AFCI 14 12728 14 1 15 IRRIGATION CONTROLS BDRM. #5 LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFCI BDRM. #6 LIGHTS AND RECEPTACLES UPSTAIR U\ANGAOFTS 15 AFCI 14 31 32 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 33 34 SPARE SPARE 35 36 SPARE SPARE 3738 SPARE SPARE 39 40 ISPARE NOTES: A. CONFIRM BREAKER AND WIRE SIZES WITH EQUIPMENT PROVDED. B. W9RE SHALL BE TYPE 'NM' CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN. C. EACH MULTIWRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. D. PHONE do DATA WIRE TO BE CAT 5 E. CABLE TV WIRE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. G. MAIN TO ALWAYS BE LOCATED NEXT TO METER. 15� .41"IP ���GTRICAJ� i�IS�R NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRAPE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY — ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 a'210 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE "D2) HOUSE PLAN: MODEL "ELLS" LOAD INFORMATION VA 2SO7 SQ FT GENERAL ISGRTING X 3 VA PER SQ FT 0421 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 1 LAUNDRY CIRCUIT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 RATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REFRIGERATOR 1200 SUBTOTAL OF GENERAL LOAD 38821 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 28621 VA a .4 11529 TOTAL NET GENERAL LOAD 21529 3.5 TON HEAT PUMP (W/ 51CW EMERGENCY HEAT STRIP) 21 AMP a 240 VA- --- 3.5 TON COOLING SYSTEM 40 AMP s 240 VA= 9800 NET GENERAL LOAD 21029 NET TOTAL HVAC 9800 TOTAL LOAD 31129 CALCULATED LOAD FOR SERVICE 31129 VA/240 V 130 AMP 150 AMP S 'WORST CASE SCENARIO - HIGHEST HVAC LOAD USED FOR CALCULATIONS. - NEUTRAL CALCULATION. LIGHTING, ALLIANCE, LAUNDRY LOADS: 14,2133 VA 3000 VA a 100%, REMAINDER 'a 3551. NET LOAD: 6,949 VA RANGE: 12,000 a TOgo 8,400 VA DRYER: 57 000 a 10% 3500 VA TOTAL 18049 VA NEUTRAL AMPACITY: IPA,489 / 240 = 18 A +'2 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 3"2/0 CU, TI-IM + 1% CU IN 2° CONDUIT OR 3 0410 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT 'a OVERHANGS.) COM5INATION SERVICE DISCONNECT SWITCIH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 15OA/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPI`TENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS ISO AMP 120/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT — 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FSCR 5TH EDITION (2014). 5/8" DIA X 8 FT LONGS COPPER CLAD GROUND ROD A R C H I T E C T 5 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W r G1 W U W t. 0 E~. Q. V Q F A Buamv. da LOT: CREEKSIDE LOT #116 P3MOJMCT# 04321.116 MODEL: 4EJB "2807- ELLS" GAEiAGE SWING: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA D� 04/06/17 SCALE: 1 /4"=1' — 0" SHEET A R C H I T E C T S 4Design rou inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W U w Ia O V W A F A F Svsarv. ae LOT: CREEKSIDE LOT #116 PROJECTIF 04321.116 MODEIA 4EJB "2807— ELLE" GARAGE 8MMG: RIGHT PAGE: SECOND FLOOR ELECTRICAL ELAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA FA DAT-t 04/06/17 SCALE: 1/4"=1'-0" 1 louppmop ELLS EQUIPMENT 5C�4EDULE 5 TONS mf;G CARRIER Cu 25I45C560A A�4U FIRST FLOOR FY4CN i006 HVAC LAYOUT PLAN SEAT SEER 14B 14.5 SEER TOTAL CAP 5CO500 ELECTRIC 208/230/I10I4 5RKR CU 50 AµU 35 REF LINES '1/8' < 3/8, h W W W 0 F a 4 Cwv A C: ^Z. 9VHDIY. a LOT: CREEKSIDE LOT #116 PROJECT# 04321.116 MODEIt 4EJB "2807- ELLS" GARAGE BWU40: RIGHT PAGE: FIRST FLOOR H VAC PLAN 160 MPH EXP. C SUN 0 s 2077 F Dp�; 04/06/17 BCALE: 1/4 J1=11— 0" BHBET BDRM. #5 0 F m SX4 45 GFM 45 C:FM �* 12xs PASS 16" THRU l BDRM. #4 LOUVER BDRM. .#3 4" PLANTATION 12" % IW-04 78' MAX AIR 584.15 Cf M 6" 10X6 20 cFM 4" .. 2 r�—� UPSTAIRS 1�m1ox( 12xp1 ex W.I.0 — LIVING t�l 12g LP�$5J THC W.I. C J 45 CF=M II O 1mx6 12m CrM C w aO 45 3' 0 I I � � I � I L------------------------------- i � I � I I I I I I L- - - - - - - - - - - _ - - - - - - - - - - - - - - - J SECOND FLOOR HVAC LAYOUT r F w y U w L 0 F 0. U W A E A C: Stmnrv. de LOT: CREEKSIDE LOT #116 PROJMCT# 04321.116 Moazu 4EJB "2807- ELLE" GARAGE BTr MG: RIGHT PAGE: SECOND FLOOR HVAC PLAN 160 MPH EXP. C DATE: 04/06/17 9CALM: 1 /4"=1' - 0" F4',1:q:� 4a 11 !U b REBAR VERTICALLY W/ GONC. POUR CELL STUDS 16, OL. MAX \Y\� SEE ENERGY CODE FORMS FOR 8 INSULATION R-VALUES SECURE BOTTOM t0 T z TEXTURED FINISH SIMPSaV SP4 7' 77" SECURE Br. 1E T SL 'I1-41 2 PSI • 28 DAYS SE 154 A T LAE W/ i' I" NOSING lo" 6 6 - WIAAWA WWM. y. Q a• GMU91, ANCHOR T' SECURE ET. PLATE TO SLAB W/ Wd INFORCED W/ <v `I/J' GYP. , Y WAl5FER 7' EMBE MIN. 32' OC AX MASONRY NAIL . 32' O.G. MAX kSEIN. ' Or- MAX 0'-0' FIN. FUR '4 RE L z t] STOP - 4' NC. REINFORCED W7 6 Xi' AJMIII4 WUF OR FIBEIR'IESH ON 4' CONC. REINFORCED W/ 6'X6' WAXWIA 4' CONG IE E-p W/ 6'X6' WIAXUL4 q �i I 6 .. . � 6-MIL. VAPOR RETARDER ON WIIF OR FIBEON b-MILD W1 S. VAPOR r ®� _ UUF OR FIEERMESH -C 6-MIL. VAPOR UBF OR FIBER`IESI-V ON 6-I°11L. VAPOR RETARDER ON LL614 ON b ML. V D R WIL DELL -COMPACTED CLEAN FILL. w E W FILL. TERMITE TREATMENT TO TE O z U' RETARDER ON IIELL-COMPACTED TO WD CLEAN PILL TERMITE MI ON LLEATMEN'1To 5F CLEsW z w' m • TERMITE TREATMENT TO ME ��_q\ FILL tEhARE TREATMENT T 70 DE FILL. YERMf1E TREATMENT TO pE . FORA -CARE APPLIED AT FRAMING. l2) b IREBAR ON CHAIRS a ' 4' m p, BORA-CARE APPLIED Ar FRAMNNG, w BOR.A-CARE APPLIED AT FRAMING. U a' BORA-CARE APPLIED AT F7R.N`IING. 0 Q' (a) b REAR ON CHAIRS U a" I' -a, P a' 2' ID" [2) b IGEBAR ON CHAIRS 12' MIPL aU GRADE m v-S' a p m U 1'_a• (2) b RMAR ON CHAIRS L I W FOREGROUND 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING J (�IPW BLOCK WALL AT L. B. W. (W/ UPLIFT) 2 AT L. B, W. UB AT L.B.W. (W/ NO —UPLIFT) 3STAIR DETAILNOT USED SCALE: 1//'.I'-0' w SCALE: I!!'=I'-0' n SCALE: In •1'_o' SCALE. 1/t'=r-o' SCALE r=r m 3A • 4' CONC, REMF. W/ i'xi' WAXIMAV ULM ON 6-MIL POLY ETHYLENE VAPOR WTARDER z > 4' ON DELL -COMPACTED CLEAN FILL rEmlltr RE 6'x6' WL4XWIAO U4M m 0 a„ TREATMENT SHALL BE BORA-CARE II�� 6-MIL ETHYLENE VAPOR 6=6 16' O.C. MAX STUDS K' OG MAX IR7 aV WELL -COMPACTED CLEAN (V b REEAR ON CHAIRS ,+' ,a" . 15O 117E TREATMENT 81-{.4LL BE SECU� BOTTOM PLATE MAXSTUD W/ SECW� BOTTOM PLATE TO STLLD `\ ` HEAD OF GARAGE SECURE P.T. BT. PLATE TO VW1THICKEN EDGE EaRA-cAIE BIMPBCN ePa .ar oc. A \/ VAwee wTH SLOPE "A6cNRY NAIL'4 AGE STEP—UP HEK#T OF GARAGE SECURE Er. PLATE TO SLAE SIMPegN SP4 .a2'MAx SCALE: I/t'.I'-o' VARIES WITH SLOE£ ANCHOR BOLT W/ 2' HEIGHT OF GARAGE 6ECUFE ET. PLTVARIES WITH ELOPE ANCHOR BOLT W/ 2• R T SECURE ET. PLATE TO SLOB W/ Wd 5 N— BEARING m IMVN- • 32 OC MAX MIN • "' oC MAX MASONRY NAIL • 32' O.C. MAX — Q w N SCALE: IR'=I'-0' 4 EPDXY NOT REQUI FOR LTS w E� XY NOT I ION q w . �- 4' W/ 6'::b' WAXWAO WUM L 4�- tg > - ON I Y ETHYLENE VAPOR a,e _ -- a „0, RET RCN WELL -COMPACTED CLEAN L ro O °..e ° D W/ i'X6' WL4XWL4 m • .� '� _ • `� ° . _ • . P' - FILL TERMITE TREATMENT SHALL BE I SH ON 6-MIL VAPOR w -4' CQVC REIlFORCED W/ 6'X6' WL4XUTA LLELL-COMPACTED CLEM � 4 CCN4 a AO utm ON ` FILL. ITE TREATMENT TO BE z WLLF OR FIR ON UrEH ON bHMA VAPOR LLLLF IN ER ON EBH ON 6-MIL. APOCL IA 9 a.. IWFOR � IBERME' H ON 6-MIL VAPOR �... BOR4-CARE . b A SFi E BOR4-CARE p a RETARDER ON WELL -COMPACTED CLEAN z W RETAR7EIF ON DELL-GOMPACTEp CLEAN z 0 RETARDER ON LLELL-COMPACTED c.LPAN y 4 6-MIL H E RETARDER w _ tt a„ FILL. TERMITE TREATMENT TO BE L > FILL. TERMITE TREATMENT TO PSE PILL TERMITE TREATMENT TO Me z w (2) b REBAR ON CHAIRS 'a - ARE APPLIED At FRMTRNG, > ` UIEL D AN FILL TERMITE _ BORA-CARE APPLIED AT FRAMING. - 0 4- a. a a" FORA -CARE APPLIED AT FRAMING. m O 4' I'-rD° a" BORAGARE APPLIED AT FRAMING. m > 4 • a° l w w (2) b MBAR ON CHAIRS 3' MIN. w -(2) b MBAR ON CHAIR& 2 O (a) b REBAR ON CHAIRS 6 (2) b I�AR ON CHAIRS zw 4' 4' Gov-F , L> m GARAGE 2TEP—UP > 1—STORY FOOTING AGE STEP—UP GARAGE TEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L,B.W. N— BEARING UPLIFT 2—STORY L.B. W. W/ UPLIFT L.B.W. W/NO UPLIFT W NO UPIEXTENDED STEP �riSCALE: 1n°=r-m' � SCALE: I/2Y'-m' 6C E ENDED FOOTING (� AT FRONT PORCHES &L�.B.WW�, �— A �, SIFT r r�6GA E: .'-m' 2N a CarRBEa SCALE: Ir'=I'_m' GRADE RECESS FOR SECURE P.T. BT. PLATE TO ,Q m G,Auae DOOR W" ANCHOR BOLT W/ 2 SI-I 'I' -� EMBED. MIN. . 32' \YJ REBAR VERTICALLY lW CGNG fV b IEBAR VERTICALLY {J 'W UAXAAV UwM a POURED CELL W/ CONC. POURED CELL - .� O -MIL ETHYLENE VALOR SECURE P.T. BT. PLATE TO BLAB W/ / __ TENSED. M� M. 97' OCT MAX { - G'A1 Z a' CT•N = !'I CLE F TERMITE 'TREATMENT SHALL m 4' GCp1C. REMF. W/ b'x6' W44XWI.40 WUM ON u z __ O a c' e° 4`I -clY� i-MIL w F !L zmp;tgoml OF USE OF m L POLY ETHYLENE VAPOR RETARDER ON m' COMPACTED GLEAN FILL TERMITE 4 ° ° I . W/ 6'xi' WAXUTAm WUM Q CONCRETE CUIR6' - CURB • GARAGE U 4' b REBAR IX1 G4AIRB I' -A- > I' N E DETERMRJED BY !1 �It SHN1 BE BORA CARE w 6-MI POLY IS ER ON UJ=LLYCOMPACTED CLEAN LEN8 VAPORn 8 BUILWALDER BYTO E I P Y STUCCO BUILDER BY DIVISION. 0.' ° _ FILL TER`tTTE TI�ATMENT SHALL B6 STOP STOP C CRETE PAD fU b MBAR ON OHAIRS � _ - 0. .. a BORA-CARE n I.. cuRe HEKsI-Fr VARIES 9 - 11 GARAGE DOOR FOOTING Q ° ° I . W/ 'x6' WAXUTAO LUUM MIL L HYLENE VAPOR ME E ON UEI.I-CO"IPACTEP CLEAN j FILL T1REAIMFJNT 8HAL1 EE m w a I a .� .. SO:sLE: 1/2'=I'_0: . ^ - �_CA� !alb 149BAR ON CHAIRS Q z z . Id a z >z L ..w . z a° pW m ° - WJF OR PfNeWE6H ON 6-MIL VAPOR 6 B V 8 VAFI£5 3, i w (2) b REBAR ON CHAIRS r 4' CONC. REPFORCED W/ 6'X6• WL4XWA = RETARDER ON U,EtL-COMPACTED CLEAN FINI . : FILL TER11rE rPm_r ®VT F M w, (1) b E > WUF OR FIEERMESH ON 6-MIL VAPOR - N ELL. TERMITE APPLIED AT FRAMING. - - APPLIED AT FRAMRNCx W - a - RETARDER ON HELL-GOI"IPAGTED CLE/+N .. 0 2—STORY AL. BW q a) b REBAR aN CHAIR&` z �. STEP—UP ° FILL. TERMITE TREATMENT F MI � �o �� a" a I. e° / EXTENDED FOOTING I'_a - �O �I �„m la)br�BnRav GARAGE STEP—UP 6 scALE:In' 1—STORY L.B. W. W/ UPLIFT 1—STORY FOOTING 2—STORY FOOTING ff�91ENDED FOOTING DBLA81�' ",mslmm S AT GARAGE AT GARAGE 2 SHOWER R ;CESS FOOTER �' DR AT S.G.D.CALD: 1n'=r-m' SCALE: In _I _m SCALE- r.I'-m ecune. r=r-m: Z- !V b REEAR VERTICALLY W/ CONC. L - POURED CELL ON� POLY ETHYLENE VAPOR" SEE ENERGY CODE FORME FOR = - - RETARDER ON LLELL-COTIPAC7'D CLEAN INSULATION R-VALUES FILL TERMITE TREATMENT SHALL BE tEXilll�v FINISH _ BORa-CARE a' Cmu Z (2) b DEAR ON CHAIRS d 'rs' G7W. WL BD ' l AB AT GARAGE GROUTED BOND BEAM WOOD eaeE rJ SERVICE DOOR TE ,�gFTIGAL ,MBAR VARIES PER ELEY. 6 _' _0 TFIEDAR W/ IV � - —' TIE VERTICAL. R-BAR p'-0' PIN, FLR TO HORIZONTAL Po m NOT USED r GROUTED BOND SEAM REBAR w I0 Hoar 14� VARIES PER ELEV VARIES PER ELEV. z w TOp ° 'I� e - ° 4' CONC. FEINFORCEP W/ i'X6' - ? a WW WA WIF OR FIBERM %4 ON a a E - 6-MIL. VAPOR RETARDER ON z - — ro°I a ° DELL -COMPACTED CLEAN FILL. POURED L .! J NOT USED ` ° ° '- I-� GROUTED BOND BEAM TERMITE TREATMENT TO BE BOR4-CARE APPLIED AT S' CMU ED L ; +�: LINE - NG. 0 FRAM Q E !a) b REBAR ON C"M :;tl; 2X WALL I alu m U 6' PVC CHASE THRLL FOOTING w 0 (4)VXV ANCHOR BOLT& a f4))i'XT' IA' I -STORY n O U J-5a_t8 MTrL 5' EMEEDT'ENY W/ 2'k2'XVa' // DRYWALL. WAOWER AND NUT SPACED EVENLY PROM /_/ WOOD BASE 2-S ORR1'BAR ON CHAIR& OOR TO BOND BEAR. SET IN JONTS (a) b REBAR ON CHAIRS _ ° 2—STORY FOOTING PRIOR TO FILLING. (6L.EEvED ANCHOR IN ,. ..a.. SOLID POUR ACCEPTABLE RETROFIT):so . 13 W/ BLOCK WALL . /INT. FRAME WALL TO!o b BAR VERTICALLY W/ SCALE:1n"=r-m' 15 BLOCK WALL CONNECTION PMRMLL 4. SEE ENERGY COPE PC" FOR INSULATION R-VALUES a' Cm R FOR CTIOUIREp R c ° a CLEAN= REQUIRED 16 GAS L4'j L THRU BLOCK FOR INSPECTION In' GYP. Wl. MD. • 1'-m WOOD EASE L - JJNOT USED w 4' CONE, RERF. Uu 6',b' WA)WAO UUM - ° ._I. la .V / "' N LENE VAPOR L K RETARDER ON �THYCOMPACtED CLEAN N O'-V FIN. FLR - O'-o' FIN. FLR O FILL TERMITE TREA'ME'Nt SHALL BE °, �' O I BORA-CARE '� `° a . G O HORIZONTAL FIE -EAR st - TIE VERTICAL REBAR Z N [I1$ R=BAR SET M 61MPSON HKxF4 a I q.. IFESAR W/ I0' HOOK a.. STRENGTH EPDXY 6' EMEED. MM. !2) b REEAR . I -STORY a TO HORIZONTAL (a) b MBAR . 2-STORY L ( '^ na ' ° �_ °.; REBAR W/ IV HOOK s a �• "i':•:� �•.` J ° V CONTMUCW AR tO BE i' PVC C44AW tTNlel FOOTING z w . 4' GONC, IEU•F, W/ 6'x6' WIAXWL40 �� �. a !U b VERY. DOUEL WUM ON 6-MIL POLY ETHYLENE - LAPPED LLV BOND BEAM ° VAPOR RETARDER ON ° lV b REEAR AT CORNERS }_ I -STORY WELL -COMPACTED CLEAN FILL °" TERMITE ATiMENt °HALL BE m g 2-S ORYEAR °" `"AIRS HORIZONTAL/VERTICAL MIK 4" 8" 4" 2 I' MIN. LAP `%ISORA-CAPIE" (a)bREEARaNaaAR6 HORIZONTAL/VERTICAL REINFORCING AT PIPE THROUGH %1 REINFORCING F, BEARING CHANGE TYP. RETROFIT FOR OMITTED DOWELS B REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING A : 7'•P� SCALE: IR'=1'-m' C AT LINTEL CORNERS @)ALAozjAb_L___ '= o AI ]L, ]EXT7ERIOR FOOrr7E]ERS AT i7il%4IS77 SLAB'S TO B]E MIN. 12" BELOW UT*-TDISTURB]ED SOIL CONTRC)L DATE: 07/01/15 A R C H I T E C T S Design Grou 1n. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w W U W Is a F a V W A F q ti s9VHDiV. a LOT: CREEKSIDE LOT #116 PROJECT# 04321.116 MODEIs 4EJB 2807- ELLE" :li 'ARAGIE ®7IING: RIGHT PAGIE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C 00, ARCHITECT STATE OF FLORIDA 116 A117 DATE: 04/06/17 BCALM: 1 /4"= V — 0" SHEET l J lAe c"? „ 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE "X" BRACING IS PRESENT 030 FELT PAPER INSTALLED PER FBGR R9052.1 ON J" O.S.B. FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR J" GDX —PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES OVER 030 FELT PAPER AT FIRST FIVE BAYS 4'-C" O.G. PLYWOOD SECURED PER OVER 030 FELT PAPER INSTALLED PER FBGR (AT SHEATHING SEAMS) FASTENER SCHEDULE O, CONT. 2x4 RAT RUN SECURED W/ INSTALLED PER FBGR R9052.7 ON �° O.S.B. TYP. (2) 12d'6 EACH TRUSS RCJ052.1 ON IS" O.S.B. SHEATHING OR 2 GDX o.H. TO BE INSTALLED MID. POINT SHEATHING OR }" GDX PLYWOOD SECURED PER MTL. DRIP EDGE OF TRUSS SPAN, OR 10'-0" O.C. PLYWOOD SECURED FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MAX. PER FASTENER OVER 4'-10' HIGH (SEE SEALED 2x4 OR 2x6 FASCIA PER SCHEDULE. ENG. FOR SIZE AND CONDITION) ELEVATIONS SEE ENERGY CODE FORMS FOR VENTED ALUM. SOFFIT INSULATION R-VALUES �' GYPSUM BOARD OR inHIGH MtL. DRIP EDGE TY �" PRE-ENG WD. TRUSS 24" O.G. STIPFBACK AT ALL STRENGTH CLG. 80ARp SEE ENERGY CODE FORMS FOR MAX. UPRIGHTS OVER 4'-10" PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER. ELEVATIONS HIGH (SEE SEALED ENG. MTL. DRIP EDGE �• " GYPSUM BOARD OR i" HIGH CONT. 2x4 RAT RUN SECURED W/ FOR SIZE E CONDITION.) 2x4 NAILER STRENGTH CLG. BOARD VENTED ALUM. SOFFIT (2) 12d'6 a EACH TRUSS O.S.B. SHEATHING OR }' COX 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWO=. ATTACHED PER 2x4 s 24° O.C. INTERIOR KNEE GONG. FILLED LINTEL BLK W/ !I1 FASTENER SCHEDULE ON SHEET p2 WALL ELEVATIONS REBAR CONTINUOUS WEEP SCREED INSULATION ATION R VALUERGY CODE R S FOR OR 1/16" ZIP SHEATHING SYSTEM VENTED ALUM. SOFFIT (SEE DETAIL 5/D3) (INSTALLED PER MANUF. SPECS.) GONG. FILLED LINTEL BLK W/ (1) 1_G 05 REBAR CONTINUOUS EMBER. STRAP VERIFY T7-� PRECAST LINTEL 2X6 P.T. SECURED t0 5/8" GYPSUM BOARD OR 1/2" MASONRY w/ I/2"x9" A.B. HIGH STRENGTH CLG, BOARD 1/8 THICK, 3 COAT PORTLAND W/ TRUSS PLAN o.H. SEE ENERGY CODE FORMS FOR w/ 2 DIA. WASHERS, CEMENT PLASTER OVER INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIRE -SLOP EXPANDED PRECAST LINTEL 8' OF EA. END, 32" O.G. EXPANDED GALV'p METAL LATH I I WINDOW ATTACHMENT AS PER MAX IN FIELD SEE ENERGY CODE FORMS FOR ON FORTIFIBER JUM50TEX GRADE INDOW ATTACHMENT AS PER 5/B" THICK, 3 GOAT MANUFACTURES SPECIFICATIONS INSULATION R-VALUES 'D' PAPER OVER TYVEK ANUFACTUR'ES SPECIFICATIONS PORTLAND CEMENT BUILDING WRAP (REFER TO PLASTER APPLIED STUCCO SPECS FOR COMPLETE DIRECTLY TO MASONRY CONC. FILLED LINTEL WINDOW ATTACHMENT AS PER INFORMATION) PRECAST SILL BLK. W/ (1) S REBAR MANUFACTURES SPECIFICATIONS PRECAST SILL CONTINUOUS OR 1/16" ZIP SHEATHING SYSTEM (1) 05 REBAR VERTICALLY W/ (INSTALLED PER MANUF. SPECS.) �— GONG. POURED CELL PRECAST LINTEL j PRE -CAST CONC. SILL WEEP SCREED (1) 05 RE5AR VERTICALLY W/ F I(SEE DETAIL 5/D3) CONC. POURED CELL 5/8" THICK, 3 GOAT Ix2 P.T... FURRING STRIPS m 24" O.C. Ix2 P.t. FURRING STRIPS o 16" O.G. PORTLAND CEMENT SECURE GABLE to 2x6 P.T Ix2 P.T. FURRING SCRIPS 16" O.G. PLASTER APPLIED 1/2" GYP WL BD PLATE W1 126'S 8' O.G. MAX ° GMU 8 8 CMU DIRECTLY TO MASONRY' WOOD BASE GYP. WL. gip. ..� I/2' GYP. WL. BD. (1)05 REBAR SECURE 2x6 PT. PLATE t0 BLK W/ w WOOD BASE J/°x9" ANCHOR BOLL W/ 2' WASHER WOOD BASE z o YERtIG POURED CELL I <. - SET IN SIMPSON HIGH STRENGTH F 8" CMU — EPDXY 1" EMBED. MIN. 0 32" OG .. o aa MAX. THICK, 3 GOAT PORTLAND j CEMENT PLASTER APPLIED Lu 1 z DIRECTLY TO MASONRY z 1-STORY %D GABLE BLOCK~ 1= STORY GABLE NOTE;1-STORY PER FBCR 905.21 - FOR ROOF SLOPES 2.12 TO TB LOCK WALL 2 WALL W/ VAULT CLG. LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4" =1'-0" SCALE: 3/4° = I'-0" 'JU C K WALL SYSTEM IS REQUIRED. FOR ROOF SLOPES of 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS SCALE: 3/4°=1'-0° PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTI"f D 4869 TYPE IV, OR ASTM D 6151 uv 2 srcu 2K .i/ IX4 DIAGONAL BTM. SECURE to BL0�'14' 2X4a 2X6 P.T. SECURED t0 TAPCONS OR VfWVE PIN SECURE TO BLOCK W/ SECURL TO BLOCK W,Y4' MASONRY W/ I/2"X9' A.B. W/ CHORD B RACING. (MIN. 844ANK BITE TAPCONS OR DRIVE PIN P�VS OR DRIVE PIN MIN. HEAD STYE ?00 (MIN. SPANK SIZE J45 (MIN. 614ANK 61ZE .146 2" DIA. WASHERS, 1" MIN. SEE PLAN FOR MIN. EMBEDMENT_ 1 Y4') MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 8' OMU EMBEDMENT WITHIN S' CF LOCATIONPRE-ENCs'D WOOD WITHIN S' OF EAG'+I END 4 MIN. EMBEDMENT I Y1) NOTE: STRUCTURAL 2X MUST BE WlK NM DF1ETdT I Y<') NOTE= STRJGTURAI_ ZX MUST BE B' GMU 18' O.G. MAX $P - NOTE: STRUCTURAL IE MUST BE WI'I'I-4IN 8' DF EACH END < 8' O= EACH END 4 1i' DRYWALL EA. END, 32" O.G. MAX IN ER K' DRYWALL ON OUTSIDE 4 SECURED T1 R011C:H 18' OC MAX SPACING ON OUTSIDE 4 SECURED 18' OL MAX SPACING. TP OUTSIDE 4 SECURED Ix4 P.T.O OR Y4 2. p4T. NAIL6EGt{IaE 7NRU TRUSS (TYP) 24' I'X4' OR I'X2' P.T. NAILER 2W'm W/2- NON-STRUCTURA W TAPCCIS 2X6m THROUGH NON-STRUCTURAL ' 2X6 THROUGH NCN44' rM EDME T FWATTE y EXTEND I-r4' INTO BLOCK W/ FIELD. SIMPSON -Lr Ix4 P.T. OR 9'4'X4' MIN. SECURE TO BLOCK MIK I-Yi EMBEDMENT INTO TAPCON MIPL I-Ya' EMBEDMENT bECUR� TO BLOCK INTO B OC I is' EMBEDMENT ❑O.G. MAX MRAL ❑ TAPCONS OR Dl�IVE !'IN BLOCK SECURE TO BLOCK INTO BLOCK swrA 14' (H'IK SPANK SIM JV4R5 PIN BETA-I6 SECURE THFU FRAME 1 (MIN. SHANK SIZE •� Wn-%' TAPGONS OR TAPCANS OR ❑ EXTEND I -A' INTO BLOCK MIN, HEAD SIZE JOO ' CMU DRIVE PIN ORI& f'IN MIN. HEAD SIZE 300 0 w/ %, TAPGONS OR DRIVE (M L 6PANtlC SIZE .145 � S ¢INK SIZE .14$ (TYPO) VERIFY MIN. EMBEDMENT 1 Y49;,A7TTACH ' DR WALL e' CMU ' CMU MIN, EMBEDMENT I-Y4' PIN WITHIN B' OF EACH END 4 MTK HEAD SIZE 300 MIK HEAP 61YE 300 (MIK SHANK SIZE .145 Is' O.C. MAX SPACEX4' OR I'X2' P.t. NAILER MIK EMBEDMENT I Ys') VRYWALL MIN. EMBEDMENT I Y4') DRYWALL EACH END 4 IS' O.G. MAX W/ TRUSS PLAN MIN. HEAD $IZE 300 'X4' OR I'XJ' P.T. NAILER WITHIN 8' OF EACP END t 'X4' OR I'X2' P.T. NAILERWITHIN 8'O? EACH END 1MIN. EMBEDMENT I-W UM' OG. MAX 6PAGIIVG. Is' OG MAx 6PAGMCs. WITHIN 8'OF EACH END 4 SECURE TO BLOCK W4_ 6b' Osa X 4' MIN _I8' O.C. MAX SPACING (MINPCSGia 6.ArJc $ SOR 01111i PINCASING SECURE TO BLOCK W/ _%, 8ECURR TO BLOCK WA 1/4' �'OS.B. X 4'MIN.DOOR CASING DOOR GA81NCs TAPCON6 OR C" PM TAPGONS OR DRIVEDOOR CASING DOOR JAMB OR WINDOW MNL HEAD SIZE :.� JN'18 OR WINDOW (MIK SHANK SIZE .145 fMIK 6F1,ygK SIZE .145DOOR JAMB OR WINDOW MIK EMBEDMENT I Y4) TO 2X PER DOOR JAMB OR WINDOIU I„IIN. DOOR JAMB OR WINDOW ATTACH TO IX PER MANUFACTURES ArtACPTO 2X PER WITHIN 8' OF EA64 END 4ALTURES DETAILS. MIN' HEAD SIZE 300 ATTACH TO ZX PER AD SITE 300 ATTACH TO 2X PER DETAILS. MANUFACTURES DETAILS. Is- O.G.MAX SPACE MIK EMBEDMENT 1 Y4) MANUPA.CTURE6 DETAILS. MIN. EM�jEpMEN' r I Y4') MANUFACTURIES DETAILS. NOTE: SHIM AS NEEDED TO PLUNK NOTE: SHMM AS NEEDED TO PLUMS WITHIN 8' OF EACH END 4 NOTE: SHIM AS NEEDED TO PLUMB WITPIN g' OF EACH END 4 NOTE: SHIM AS NEEDED TO PLUMB 18' O.G. MAX SPACING B' Or- MAX SPACING. NOTE, SHIM AS NEEDED TO PLIriB JAMB (DO NOT EXCEED Y4) JAMB (DO NOT EXCEED Y4) JAMB (DO NOT EX�D W) JAMB (DO NOT EXCEED Y4') JAMB (Do NOT EXCEED Y4' ) DOOR JAMB TO BLOCK +3/4 OR +5/4 BOOR 7AIB TO ffipCK +1-i6 //1,�' DOOR JAMB TO BLACK +3" DOOR JAMB TO BLOCK +3-7/1$' DOOR JAMB TO BLOCK +9 4 OR +5/4 ' (1 11IIJD01f TO BLOCK +3/4 OR +6/4 11DiD0* TO HIDCif +1-15/ 0 Q 11DiD01f TO HIACK +3" / 9T BIDC C '\J ALGAE° 3/S'=I'-0' %nl� 11II(DON iTO BLOCK +3-7/16' ('r1 1(DIDOW TO BLOCK +3/4 OR +B/4 " SCALE: 3/8 .-0' 2X4s 2X4:m 2X4:0 2J(4m SECURE TO BLOCK W/ %'tx SECURE OR R DRIVE PINS, SECURE 1-0 BLOCK W/Y4' TAPCON6 OR DRIVE PIN S TO (MIN. SHAW, SIZE .148 TAPCCNB (MIK 54ANK SIZE .145 TAPGONS OR DRIVE PIN MIN. HEAD 61YE 300 fMIN, SPANK OR DRIVE PIN MIN. HEAD SIZE 300 (MIN. SHANK SIZE 4 ANK SIZE J46 GONG. POURED MIN. HEAD SIZE -400 MIN. EMBEDMENT I Y49 WITHIN MIN. I-EAr4 SIZE 300 ® LINTEL COURSE MIN. EMBEDMENT 149 WITHIN MIN. EM5MX-ENT 1 Y4) WITHIN 8. OF EACH END 4 Is' or- MIN. EMBEDMENT I Y') 8' OF EACH END 4 18' O.G. NOTE: STRUCTURAL 2X MUST 4 MAX SPACING 8' OF EACH END J 18' OL. NOTE: STRUCTURAL 2X MUST MAX SPACING BE ON OUT$tPE /SECURED WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X MUST MAX SPACING. 2X6,m 18 O.C. MAX SPACING. BE ON OUTSIDE 4 SECURED 2X6:m 2)(6� BE ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL 2x6 THROUGH NON-STRUCTURAL SECURE TO BLOCK W/2-%' SECURE TO BLOCK W/2-y*' THROUGH NON- . 144' UR4L W/2-%' TAPCCNS OR '(1,' TAPCON MIK I-Yi SECURE TO BLOCK WA-V4' %' TAPCON MIN, I -A' TAPO" OR DRIVE PIN 7APCONB OR DRIVE PIN ''�' TAPCON MIN. I-Y' DRIVE PIN EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK "8 RIW, SHANK caw NAILS o W OC. (MIN. SPANK SIZE .148 (MIN. SHANK SIZE )4$ EMBEDMENT INTO BLOCK (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 TOP < sotroM EDr.,Es IX4 SYP LATERAL MIN. HEAD SIZE 300 MIN. HEAD SIM 300 MIK HEAD SIZE 300 B, cm MIN. HEAD SITE 300 MIN. EMBEDMENT 1441) EACH _ FzE=-INFORCING 36O.G. WITHIN 8' OF EACH END 4 MIN. Ei'TBEDMENT 1 Ya) WITHIN 8, Cr111 MIN. EMBEDMENT I Ya') x. p�.W1Ay_L MIK EMBBpMENT I Ys') 8' ChTU 18' O.G. MAX SPACING e' CMU 8' OF EACH END 4 ffi' or- y�. DRYWALL WITHIN S9' OF C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER WITHIN 8' Cj= EACH END MAX SPACING. 4 1S' DRYWALL _ MAX a TRUSS BTM. K' DRYWALL MAX SPACING I'X4' OR DO' P.T. NAILER 2XB;® 2X SECURE TO 2X8:m ❑ I'X4. OR I'X2' P.T. NAILER 2X8� � 2X8s� I'X4' OR I'X2' Pt. NAILER SECURE TO BLOCK W/2-if`' oaR CASING SECURE TO BLOCK W/J-V&' OOR CASING SECURE TO BLOCK STRUCTURAL MEMBER 6ECURE TO BLOCK WA-1/4' ' P.T. X 4' MIN. NAG LS EA. TRUSS (3) 10d TAPGONS OR DRIVE PIN TAPCONS OR DRIVE` PIN W!1-i(`' TAPCONS OR W/(2Y2d WITHIN 8' OF EACH TAPCONS OR DRIVE PIN OOR CASING (MIK 84ANK SIZE .145 (MIN. SHANK SIZE )43 DRIVE PIN END 4 6' TO 8' O.G. MAX (MK SPANK SIZE .14D CHORD MIN. HEAD SITE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW (MIN. SPANC 617E .145 OOR CASING MIN. HEAD SIZE 300 �¶ GABLE END BRACING MIN. EMBEDMENT I Y4') WITHI ATTACP TO 2X PER MIK EMBEDMENT I Y4') WITPN TTACH TO 2X PER MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MK EMBEDMENT I Y4') Arr.>OOROJAM OR WINDOW � /TY 6' OF EACH END 4 18' O.C. MANUFACTUIMS DETAILS. 8' OI= EACH END 4 IB' Or- MANUFACTURES DETAILS. MIK EMBEDMENT I Y4') TTACH TO 2X PER WITHIN 8' C)F EACH ENV 4 TTAC44 TO 2X pErA11®. SCALE: I/2' =1' -0" MAX SPACING. MAX SPACING, WITHIN S' OP EACH END 4 MANUFACTURES DETAILS. Is' O.G. MAX SPACING : 6141M AS NEEDED 10 PLUMB NOTE, SHIM AS NEEDED TO PLUMB Is' O.G MAX SPACING NOTE, SNM'1 AS NEEDED TO PLUMB NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 JAMB (DO NOT EXCEED Y4') JAMB (DO NOT EXCEED Y49 JAMB (DO Nor EXCEED Y4) DOOR JAMB TO BLOCK +1-1//2� DOOR JAMB TO BLOCK +2�� DOOR JAMB TO BLOCK +3' DOOR JAMB TO BLOCK +9 9/4" n imaDDty To BLocx +1-1/2'" n Tmrpox To HLocx +2 1!4 " r't 11D4DOe To BLocx +s' /1 OR JAM TO "LO +3 3/4' SCALE: 3/B'•I'-0' " SCALE: 3/8'=I'-0' ` SCALE: 3/8'=I'- ®, "' SCALE: 3/8'°I'-0' ZiaFASTENER SQHEIDULE NAIL REQUIRE(" rENTS TOP CORD BLOCKING AT 4' LL vnrjt nIAouoAiM ,v ui USE 1/16° O.S.B. OR 1/2' GDX PLY WITH % RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND "B RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. SIZE HEAD LENGTH DIA. ENSILE STR O.G. MAX. IN FIRST 2 FRAMING NO ;TYP. EXT. SHEATHING ATTACHMENT SPACES AT EACH END. RAFTER OR TRUSS FOR SHEAR < UPLIFT (OSB. TO BE S7R IGTURAL m GRADE) CONNECTORS FROM STUD TO PLATE ARE L �0 O w 48 2' PECK �REWJS a 6' -8' e zw ROUNDMODIFIED OR T I 1/B" 113 110fd00 10d ROUNDMODIFIED OR T 2 1/8' 128 110,000 _ ROOF SHEATHING TO GABLE END FRAME ROOF SHEATHING7• 1— NOT RECLIRED EXCEPT * OPENINGS x ) m � o O.C. MAX * EDGES 4 12 O.G. o USE 08 GUN NAILS ®4" OC. NOTE: NAILS TO BE MFG BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION EXTERIOR SHEATHING 101113 INCH NOMINAL SHANK DI T R USE I/2' GDX OR 1JI6' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6' Off. AT PANEL SIDES AND V RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM 2 RING DIAMETER OF 0012 OVER SHANK DIAMETER PANEL AND BRING SHANK GUN NAILS AT 6' OG. AT 3. 16 TO 20 RINGS PER INCH INTERMEDIATE SUPPORTS. SEE DETAIL. 4 2 INC INCH FULL ROUND HEAD DIAMET R OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) S. 2 INCH NAIL LE rH NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN AGGEPTABLE FASTENER FROM ANY MANUFACTURER z z C � ROOF 5i4EATHING LA'rCUT AND ENDWALL BRACING f OR D G45LE ENHRW I ING u: MAX IN r11=LP. LINTHRHIJGV v �' ` (y, O.C. S FIELD ® SHANK TO EXTEND BEYOND' m ®"8 RING SHANK GUN NAILS u w THICKNESS OF SLLB-FLOOR U p o o SHEATHING TYP. 3/4" T41G SUB -FLOOR DECKING GLUED TO TYP- EXT. SHEATHING ATTACHMENT FOR ROOF ALL EXPOSED MEMBERS SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) BUILDING LENGTH k R C H I T E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W y w w 0 F 0. DI w F A 64 BUDDIV. & LOT: CREEKSIDE LOT #116 PROJECT# 04321.116 MODEL: 4EJB "2807- ELLE" GARAGE 811ING: RIGHT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA Mimi O4/06 /1"7 OCALM: 1 /4•"=1'- 81-IEET FIBERGLASS SHINGLES OVER "'30 PELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN R9052.� ON ,R OSB. TRUSSES At FIRST (5) FIBERGLASS 5i-ING-LES OVER PROVIDE EAVE SHEATHING OR" CDX BAYS 4'-0' O.G. (AT i'30 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED PER FASTENER FIBERGLASS SHINGLES OVER SHEATHING SEAMS) APPROVED EQUIVALENT) ON, OF INSULATION FOR _EMBED, STRAP 0'30 FELT PAPER INSTALLED O.S.B. S+IEATI�I!vCz OR "CDX SCHEDULE CLEAR VENTILATION VERIFY W/ TRUSS PER FBCR R9052.-t ON I"rp PRE-ENG WD. TRUSS PLAN O.S.B. SHEATHING OR J" CDX PLYWOOD SECURED PER PER FBEG R40223 24' O.G. MAX. PLYWOOD SECURED PER FASTENER SCHEDULE FASTENER SCHEDULE I1_011 PRE-ENG TRUSS MTL. DRIP EDGE SEE ENERGY CODE FORMS MTL. DRIP EDGE T�'P.E MTL. DRIP EDGE SEE ENERGY CODE FORMS FOR INSULATION R-VALUES o.N. PRE-ENG WD. TRU5S WOOD SHEATHING 2X4 OR 2X6 FASCIA 5/8" GYPSUM BOARD OR I/2° 2X4 OR 2X6 FASCIA 24" O.C. MAX. 2x4 OR 2x6 SUB -BAND FOR INSULATION R-VALUES. PER ELEVATIONS HIGH STRENGTH CLG. BOARD PER ELEVATIONS iwRB Laren, T. 2x4 RAT RUN SECURED PER ELEVATIONS GYPSUM BOARD OR stucco WRAP VENTED ALUM. SOFFIT I' o° DOUBLE TOP PLATE VENTED ALUM. SOFFIT W/ (2) 12d's a EACH TRUSS VENTED ALUM. SOFFIT HIGH STRENGTH CLG. WRB LAYER 02, FORTFIBER T''P, WINDOW HEADER SIZE VARIES 5EE ENERGY CODE FORMS FOR BOARD BUILDING PAPER PER WINDOW OPENING SEE I/2" CDX OR 1/16" OSB INSULATION R-VALUES SIMPSON METAL LATH o.u. HEADER SPAN CHART FOR SECURE TO WALL PER 1,0001* UPLIFT I 5/5' GYPSUM BOARD OR FASTEN to WOOD STRUCTURAL I/2" CDX OR 1/16" OSB FASTENER SCHEDULE I/2" HIGH STRENGTH CLG. CONNECTOR DETAILS SP2 m EA. MEMBER ® f" O.C. Max SECURE t0 WALL PER ON SHEET D2 FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 1/16" ZIP BOARD 2x8 SYP 02 2X8 STUD t' �'� rt/8' TEXTURED FINISH •WOOD MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUBLE TOP PLATE DBL TOP "M" TYPE CONTROL JOINT ON SHEET p2 CMIA&LEtB ATHING WINDOW HEADER SIZE VARIES PLATE OR rt/160�Ff/ I�d1� 11NG WINDOW SILL FRAME TO BLOCK &4&VMIMaMjM PER S 1Y T lfF.($it�gS (LED PER WINDOW OPENING SEE CONNECTION SEE DETAIL 2x6 STUDS a 16" O.C. MAX W/ ZIP SHEATHING SYSTEM (INSTALLED MANCiI�`. V)PER INSUL., SEE ENERGY CODE PER MANUF. SPECS.) HEADER SPAN CHART FOR 15/Di DETAILS PER MANUF. SPECS.) OR DRY WALL 6' METAL LATH STRIP MANUF. SPECS.) FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT A5 PER WALL I b' WIDE STRIP SELF 1/8" THICK, 3 COAT MANUFACTURES SPECIFICATIONS SHEATHING 2 DIA ANCHOR BOLT ADHESIVE FLASHING, CLEAN CEMENT PLASTER t/8" THICK 3 GOAT AT 16' O.G. MAX WITH T' T 4 G SUBPLOOR GLUED AND CEMENT PLASTER WINDOW SILL MA50NRY BEFORE APPLYING APPLIED TO METAL SCREWED AS PER FASTENER 2x6 SYP *2 EMBEDMENT AND 2' LATH OVER 2 LAYERS 5CHEDULF ON SHEET D2 APPLIED TO METAL 2x6 STUDS a 16" O.G. MAX W/ TEXTURED OF GRADE "D" LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE WAOOD O.C. MAX DIA. WASHER FINISH a MASONRY e CMU BUILDING PAPER OR OF GRADE 'D" FORMS FOR INSULATION ON PI BUILDING PAPER OR R-VALUES PAPER BACKED LATH � OVER AN APPROVED PAPER BACKED LATH" T 4 G SUBFLOOR GLUED AND A. X HOUSE WRAP OVER AN APPROVED SCREWED AS PER FASTENER U VERTICAL CONTROL HOUSE WRAP SCHEDULE ON SHEET D2 BETWEEN DISSIMILAR I 2x8 P.T. SYP `'12 o SOLE PLATE (1) COURSE TIE -BEAM 4 ATERIALS DETAIL 5 p�_E FLOOR TRUSS z POURED SOLID WITH SCALE: N.T.S. i.n ONSTAL4- PER MFG. SPECS.) CONCRETE. (1) w5 Q REBAR HORIZONTALLY GONG. FILLED LINTEL" GYPSUM BOARD OR HIGH i; Q DETAIL 5 r o 3/4" T 4 G SUBFLOOR GLUED BLK W/ (I) +'5 REBAR STRENGTH CLG. BOARD (L WEEP SCREE PRECAST LINTEL AND SCREWED AS PER coNTlNuouS IX2 NAIL:ER/DRAFt SLOP PRE-ENG FLOOR TRUSS z w AS (S 926-C / G FASTENER SCHEDULE ON j (INSTALL PER MFG. SPECS.) � CL (SEE I 2/D ) WINDOW ATTACHMENT AS SHEET D2 GYPSUM BOARD OR }' 3 1u PER MANUFACTURES SEE ENg-RGY CODE FORMS n HIGH STRENGTH CLG. BOARD UZ1 0 IX2 NAILER/DRAFT STOP _ SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. a FOR INSULATION R-VALUES CMU) W/ ($) 126 NAILS EACH Q PRECAbT LINTEL PRECAST SILL TRUSS GONG. FILLED LINTEL BLK W/ z 05 REBAR im 16° PRE-ENG FLOOR TRUSS WINDOW ATTACHMENT AS PER REBAR CONTINUOUS Z 1U O.C. MAX, IN MANUFACTURES SPECIFICATIONS Ill CONCRETE ( INSTALL PER MFG. SPECS.) 5/8" THICK, 3 COAT SEE ENERGY CODE FORMS (v Z POURED CELL, Ix2 P.T. FURRING STRIPS PORTLAND CEMENT PRE -CAST CONCRETE SILL FOR INSULATION R-VALUES Q O VERIFY PER 0 16" O.G. CONC. FILLED LINTEL BLK W/ PLASTER APPLIED >L � PLAN. 8° CMU DIRECTLY TO (1) OE,0 n REBAR VERTICALLY PRECAST LINTEL (1) d15 REBAR CONTINUOUS MASONRY W/ CONIC. POURED CELL WINDOW ATTACHMENT AS PER Z 5I8" THICK, 3 GOAT MANUFACTURES SPECIFICATIONS Q o R-4.1 1/2" GYP. WL. BD. RIB B O N Ix2 P.T.FUPZR�NG PORTLAND CEMENT PRE -CAST CONCRETE SILL N v INSULATION (1) 04 CONTINUOUS REBAR FASTENING DETAIL STRIPS 24' O.G. PLASTER APPLIED WOOD BASE 8' CMU DIRECTLY TO SCALE: 3/4" =1' -0" (US DEBAR VERTICALLY '4 04 REBAR 48 LONG 1/2,, GYP. L• Bp. MASONRY W/ GONG. POURED CELL 3 m Z It! p WOOD BASE Ix2 P.T. FURRING ff 4 IL Cl W/6 " HOOK a 24" O.G., MIN. 24" IN SLAB z 0'-0° STRIfa6 a 24' O.G. Q - ROOF TRUSS UPLIFT i a. FtN. FLR 8' CMS{ - 2'-0" (MIN. coNNSSHc� FOR ® IN 5LA5) CLARITY (SEE B w 1/2' GYP. WL. D. SHOP DWrssi a� WOOD BASE a FIN. FLR WALL 3 1/2" CONC., REINF. W/ 6"xro - WI.4XWI.40 WWM ON 6-MIL EXTERIOR WALL SECTION — � a �-- � POLY ETHYLENE VAPOR SHEATHING NOTES) FASTEN EACH STUD 2—STORY 2—STORY ` aQ WOOD " ° ` RETARDER oN W/ DBL. TOP PLATE a WELL -COMPACTED GLEAN w/ R M NUF.SPT2NAIL WALL WALL FRAME TO , PER MANUF. SPECS. ",° �° FILL TERMITE TREATMENT j SECTION � SECTION LOCK WALL m ° 2 _� SHALL BE A R CONTIN-CAREUOUS SECTION AT TOP (3) *S REBAR CONTINUOUS EXTERIOR WALL SCALE: 3/4" = i'-0" SCALE: 3/4" =1' -0" ON CHAIRS (-'� ScnLe: Nts FIBERGLASS SHINGLES FIBERSLAS5 SHINGLES J OVER I'30 FELT PAPER PI E-ENG GABLE TRUSS OVER 030 FELT PAPER INSTALLED PER F5CR PRE-ENG GABLE TRUSS NOTr EXTERIOR WALL STUDS 1 PLACE STRAPS SPACED R905.21 ON ' O.S.B. SPF STIPINSTALLED PER PBCR 5PF STIPPBACK IEEE SEALD TRUSS DIAGONAL BRACE a FBAGK (5EE SEALD TRUSS (WALL SF4EATHMCs NOT AND FASTENED AS ENG. PACK FOR SIZE 4 CONNECTION) R90521 ON ,," O.S.B. SHOWN FOR CLARITY) SHEATHING OR i" GDX SHEATHING OR }" CDX ENG• PACK FOR SIZE 4 CONNECTION) CENTER OF TRUSS FASTEN STUDS TO BLOCK WALL SHOWN WITH ONE 2x4 SPF BLOCKING BETWEEN ADDITIONAL STRAP T AT PLYWOOD SECURED TRUSSES AT FIRST (5) BAYS 4'-0" PLYWOOD SECURED 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST WITH USP MSTA40 STRAP WITH EACH WINDOW KING STUD PER FASTENER O.G. (AT SHEATHING SEAMS) PER FASTENER TRUSSES AT FIRST (5) BAYS 4'-0' RIDGE. DIAGONAL FASTENERS AS S40UN. INSTALL SCHEDULE O.C. (AT SHEATHING SEAMS) BRACE TO BE a ANY STRAP a EA. END (UNA) 4 ---� MIN (10) 10d COMMON NAILS NOTEA t SCHEDULE SPAN 15'-0" OR SPACE STRAPS AS FOLLOWS 1 E INTO STUD C0.148 DIA X I I/2' : -I10 MPH C: 32' OC f MTL. DRIP EDGE DIAGONAL BRACE a MTL. DRIP EDGE GREATER. REFER TO-160MPH c: 3z' oc r LONG) CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRUSS ENG. FOR -160 MPH B: 48' oc PRE- D. TRUSS2 PER ELEVATIONS PRE-ENG WD. TRUSS 24 ADDITIONAL 40 MPH'c' 4a' oc O.G. MAX. HIGHEST RIDGE. DIAGONAL O.G. MAX. HORIZONTAL TRUSS 2X4 OR 2X6 FASCIA BRACE to BE a ANY SPAN SECURED W/ (3) 12d TOP OF STUD WALL PER ELEVATIONS OR GREATER. REFER NAILS REINFORCEMENT, SOLE PLATE FILL ALL REMAINMG STRAP SECURED W/ (3) 12d SECURE TO TO TRUSS ENG. FOR `SEE FASTENER SECURE TO 0'-0" TO 30'-0' (1) HOLES W/ 10d NAILS INTO NAILS TRUSS W! 7AODITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE WOOD BACKING 1/2" CDX OR 1/16' 055 (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 126 30'-1" TO 60'-0" (3) DO NOT PLACE SCREW IN SECURE TO WALL PER ; NAILS FASTENER PATTERN NAILS X-BRACE (1) X-BRACE TOP of TOP HOLE NEAREST TO TOP 0'-0" TO 30'-0' (1) 1/2, CDX OR i/16" 050 a CENTER ANP C2) MA50NRT WALL OF CMU BLOCK WALL FASTENER SCHEDULE - . -- w ON SHEET D2 X-BRACE SECURE TO WALL PER BRACE DIVIDED a CONNECT BOTTOM OF OR 1/16" 21P SHEATHING 30'-I' TO 60'-0' (3) FASTENER SCHEDULE r==ALY FROM CENTER = STRAP TO CMU BLOCK WALL SYSTEM (INSTALLED PER X-BRACE (1) X-BRACE ON SHEET D2 TO END w/ (I) 3/16' DIA x 1-1/4' MANUF. SPECS.) a CENTER AND (2) OR 1/16' ZIP SHEATHING LONG 7APCON MASONRY BRAGS DIVIDED SYSTEM (INSTALLED PER 2—STORY CMU BLOCK WALL SCREWS WEEP SCREED, BEE CONT. 2x4 SPF RAT RUN SECURED W/ CONT. 2x4 SPF RAT RUN SECURED W/ DETAIL 5, SHEET EE EQUALY FROM CENTER ANUF. SPECS) 2X6 P.T. SECURE W/ (2) 12d a a EACH TRUSS TO END 2X4 W/ 3/8' X 5 LAG (2) 12d s a EACH TRUSS GABLE END I� 42) 2x4 02 S.Y.P. DIAGONAL BRACE W/ 632 O.C. MAX. OR (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ in X8 ANCHOR (3) 12d's a EACH TRUSS DIAGONAL GABLE SIMPSON MSTA-24 a (3) 12d's a EACH TRUSS DIAGONAL CROSS BOLT 32" O.G. MAX. X-BRACING TO COVER 5-TRUSSES X—BRACING 32' O.G. MAX. X-BRACING TO COVER 5-TRUSSEs BRACING EXTERIOR STUD WALL CONNECTION NAIL GABLE TO 2X6 5/8' GYPSUM BOARD OR 1/2" HIGH „- DBL TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH 8 ® TO FIRST FLOOR MASONRY WALL W/ 12d NAILS 6 O.C. STRENGTH CLG. BOARD SCALE: 3/4 -0 2X STUD 16' O.C. MAX. STRENGTH CLG. BOARD SCALE: 3/4 = I -0 `3 MAX. A R C H IT EC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N I" w U w 0 F w Q h 4 h stmx)IV. de LOT: CREEKSIDE LOT #116 PR.OJMCT# 04321.116 MODELS 4EJB "2807— ELLE" GARAGE 81RNG: RIGHT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 04/06/17 DATE : SCALE: 1/4 11=1' — 0" SHEET "NOTE: NAIL 5NI=A-rpiNG t0 ALL 2X AS PER EXT. SNEATPII NAIL.INCx, Sd 4" O. X EDCxES 4 6"-8" O.C. MAX IN tNE 1=1ELD Zx RIDGE ONE SITE LARGER SECURE 2x6 MIN. TO ELK W/ (2) "X8' A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SIZE W/ VX2"As WASHER AND Nut SPACED EVENLY FROM FLOOR TO MIPL (3) I2d NAILS OR GARAGE DOOR H IN JOINTS PRIOR TO FILL[ !Cs MIN. (4) 10d GUN NAILS DBL. TOP PLATE DBL. TOP PLATE 2X4 16" O.G. MAX. 91 2x4 COLLAR TIE AT EVERT OTHER 2X4 16' O.C. MAX SECURE 2X4 TO O ° 0 MIN (3) 12dRNAILB OR WOOD W. STA 0 6'-8' MIN. (4) 10d GUN NAILS O.G. STAGGERED � a SECURE 2X4 W/ 2-Wb' 2x RAFTERS SECURE 1k4 W/ PIN TAPCONS OR DRIVE PIN Ix8 NAILER SECURE TO TRUSSES TAPCHAN SIZE DRIVE PIN (MIN. SHANK SITE .145 MIN. CMIN. SHANK IM.145 MIN. HEAD SIZE 300 ❑ SECURE 1x4 ON ❑ C2) lad NAILSBELOW W1 R HEAD SITE 900 MIN. FLAT TO BLK l3) 10d GUN NAILS 0 EA TRUSS EMBEDMENT I Y4 W/IN EMBEDMENT I Ya' IN 8' W/ GUT NAILS. EA END NOT to EXCE BT. PLATE EA. END Not 18 O AX Af-R(-- W 41 SIDES: 18' 2X6 GARAGE DOOR BUCK W/ (5) RAFTER 70 TRUSS Mts-12 BT. PLATE ❑ X'XS" A -BOLTS 4' EMBEDMENT MIN, CREATE VOID FOR STRAP 2X4 SO BLOCKING W/ 2'X21XA WASHER AND NUT SECURE SHEATHING 1/2' CDX SPACED EVENLY FROM FLOOR TO PENETRATION 2 BLOCKING In, CDX WITH MIN. 2-I2d PER BLK GARAGE DOOR HDR. IN JOINTS ROOF DECKING OVER SE t HEATHING EA. END PRIOR TO FILLING. PRE-ENG TRUSSES WITH M Z-I2d PER BLK EA END 1-2X6 PT BLOCK 0 CENTER OF TI3JS5 EXTERIOR ARCHWAY EXTERIOR ARCHWAY DOOR HEADER WKI)�'X8' J-BoLTs PRE-ENG. WITH WINDOW 2 1 _ ,_ 4' EMBEDMENT W/ z X2'X4 WASHER 9 ALTERNATE CONNECTION CONV. FRAMED ROOF SCALE: Irz -1 0' AND NUT, MSTA-24 RAFTER TO BLK'G SCALE: 1/2'=I'-0' BETWEEN TRUSSES 4 5GALE: Irz'=I'-0' 2X4 SECURED TO �j GAB NG W/(2)12d NOTES: ❑ PRE-ENG TRUSSES W/ TRUSS " 11'15 UPLIFT 6' ' O ALL ANCHORS SHALL BE IN ACCORDANCE TO CONNECTOR VERIFY W/ SIMPSOM HTSM20 2X CU D t0 MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE FRAMING PLAN W/10 lod TO TRUSS GAB SUCH INSTRUCTIONS ARE MORE STRINGENT OUSLE TOP PLATE AND (4) 1/4' x 2 1/4" 2)I EA. UPRIGHT W r _Lj RIPPLE STUDS 0 16' O.C. TAPCON5 TO CONT z-AGARAGE DOOR MAX POURED LINTEL ` � / " IWO UPLIFT U BUCK ATTACHMENT HEADER SIZE PER :. SIMPSON LSTA-12 6 EA JACK \ (2) SIMPSOM HTSM20 SCALE: V2'=r-0" SPAN CHART. STUD, BOTH SIDES OF L-30 0 OPENING. INSTALLED ON OPPOSITE GABLE BLOCKING CDX PLYWOOD 2x STUDS 0 Ib' O G. MAX W/ FACES OF BLOCK WALL 4e `I TRUSS 2x4 BLOCKING SHEATHING. SHEATHINO TO BE AND 10d 1 O x 2 1/4 11 \ 0 EA, RAFTER DOOR WITHIN J' OF WINDOW/ DOOR \ L-30 EA RAFTER H2-5 EA \ RAFTER 2x4 RAFTER 0 24' O.G. 2x4 FRAMING (TTP) ('CLOSED VALLEY FLASHING DETAIL FRAMED OVERHANG N.TS. 6 2X4 DBL. SP4632' O.C. MAX 2X4 DBL. 2X4 TOP PLATE TOP PLATE TOP E BOTT TOP PLATE 1/2" CLG. BOARD PRE-FAB ARE-FAS PRE-FAB TRUSS Irz' CLG. BOARD TRUSS 1/2' CLG. BOARD TRUSS -FAB O TRUSS I/a" CLG. BOARD CONT. METAL 2X4 WOOD Irz' DRYWALL TRACKS, TOP + STUDS 016, BOTTOM \Yl O.G., UDN. YYY 2X4 WOOD T 1/2' DRYWALL 1/2" DRYWALL 2X4 CONT. STUDS 016" as STRESS OZ, UAN. 5VOCKING 2X4 WOOD BLOCKING CHANNEL SNAPPED )AID -WALL STUDS 24' O.4l MID -WALL SECURE W1 PLATE STUDS 024' LAYER \r SECURE BT. V2'X9' 70 SLAB W/ 10d O.C. T7 P M PLATE TO SLAB MASONRY NAIL • W W/ 10d MASONRY Irz' DRYWALL 32' T 32 OZ. MAX E T SID D TO EACH O NAIL 0 32' O.G. ZX4 PT. Ar 0 IY O.C. MAX SEE FOUNDATION F'LATE CONC. SLAB FOR DETAILS GONG. SLAB GONG. SLAB J. .1 ' ° o, C. SLAB SEE FOUNDATION FOR DETAILS SP4032' OL_ MAX C1 1—STORY 1—STORY 1—STORY 1—STORY INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL TYP. INT. WALL METAL STUDS (_-)(NO UPLIFT) (W/ UPLIFT) (NON—BRG.) ( - 8 SGALE:Irz'=1'-0" 8 SCALE:Irz'=I-O" 8 SCALE:Irz'=1'-0' 8C `NON SCALE: OPENING OPENING AND SECURE PER 7APGONS TO CONT L NAILING SCHEDULE POURED INTEL _-KING STUDS !SEE HEADER SPAN CHART FOR DETAILS PRE-ENG TRUSS AND SPECIFICATION) JACKS (SEE HEADER SPAN CONTINUOUS CHART FOR DETAILS AND BOND BEAM SPECIFICATION) JACK stuD ASSEMBLY To BE SECURED ONE PLY 0 A TIME. % U5E Rd NAILS, TWO WITHIN 6' FROM EACH END i NO MORE THAN 12' O.C. STAGGERED Lai I/2'x9' A.B. MIN. i' TAP CONS EMBEDMENMT 8' FROM EACH MIN. 2' COVER TYP. INTERIOR END 4 32' OZ. MAX. 2' APART 11 DOOR OPENING WD FR SP4 OR H5 6 TOP AND SCALE: 1/21=1'-0' BOTTOM PLATES 6 EA, FULL TRUSS ANCHOR LENGTHOF OPENID, BOTH SIDES NG12 ETROFIT LINE OF SLAB N.T.S. +'S REBAR VERT. IN CORNER BEAD SOLID GROUTED CELL SEALANT E S/S' THICK, 3 COAT BACKER ROD CEMENT PLAf+'rER S' CMU SEE APPLIED St131G'1Li}¢AL FOR DIRECTLY TO REINFORCEMENT MASONRY 2x& P.T. WD ATTACHED TO FILL �� - °�� Y - CELL AS PER PRODUCT SPPROVAL REGL FRGM MIAMI-DADS • COUNTY WEATHER STRIP MOULDING ALL AROUND (BY GALV. STEEL— DOOR MANUFJ TRACK BRACKETS FASTENED TO WOOD JAMB W/ GALV. BTEEL 3/16'xl 1/4' LAO \OVERHEAD DOOR VERtICAL TRACK 6CREW6 MIN BY OTHERS TENE SLIDE rA FASTENED TO El ROOM W/1R`'/a�20XI/2' GARAGE DOOR JAMBS CARRIAGE BOLTS 13 SCALE: Irz'=1'-0' AND LOCK NUTS. TRk,`SS to WOOD FRAMING SIMPSON MT5-12 PRE-ENG TRUSS PRE-ENG TRUSSES W/TRUSS � CONNECTOR VERIFY W/ DOUBLE TOP PLATE PRE- TRUSS PRE-ENG PLAN 2x CONTINOUS STRESS DEL. 2X TOP PLATE DOUBLE TOP PLATE PRE-ENG TRUSSES OR sP4032' O.C. MAX BLOCKING MID WALL 7/16' OSB, a CRIPPLE STl1p5 0 16' O.C. CONV. FRAMED RAFTERS 2x STUDS 0 Ib' O.C. MAX, OR T/16' TIP 6HEAtHING !� MAX U.O.N. SYSTEM !INSTALLED PER HEADER SIZE PER fCRE-ENC%fNEERED MANUl SPECSJ SIMP'SON LSTA-12 0 EA JACK � °SPAN CHART. TRUSS ' T t G SUBFLOOR GLUED 2X BLOCKING • STUD, BOTH SIDES OF AND SCREWED AS PER TOP or OPENING. FASTNER SCHEDULE in, !CDX 2x STUDS 0 16" OZ. MAX W/ I (T9-12 IST FLOOR STUDS TO 2ND FLOOR STUDS 2X STUDS 16' O.C. MAX w DOOR/ SHEATHING. SHEATHING TO BE SIMPSON M5TA-36 0 32' 2X BTM. PLATE WITHIN }' OF WINDOW/ DOOR WINDOWAND SECURE OG. MAX 3/4' FLOOR DECKING a OPENING NAILINGOPENING 9GHEDULER 2X MSTA-36 32'O.C.— mO PLATE KING STUDS (SEE HEADER i/I6' OS$. MAX SPAN CHART FOR DETAILS PRE- ENGINEERED AND SPECIFICATION) FLOOR GIRDER 2X4 X4 5TUD5 16' O.0 DOUBLE FLOOR TRUSS / JACKS (SEE HEADER SPAN OR DOUBLE TOP PLATE PR-c- ENGINEERED CHART FOR DETAILS AND CDX PLY ATTACHED P FLOOR TRUSS 7 I� PER FAS ER SCHEDULE zx GONTINOUS STRESS IT � ' 6PECIFICATIONI BLOCKING MID WALL Oj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK �' JACK STUD ASSEMBLY TO BE ply SHEET D2 OR I/I6' ZIP SHEATHING TS- 2x STUDS 0 16' O.G. MAX, U!/ I/4" GAP FROM BLK TO OS$. SECURED ONE PLY 0 A TIME. SYSTEM (INSTALLED PER UAN. USE I2d NAILS, TWO WITHIN 6' TEXT. FINISH 1/2' GYP. WL. BD. O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT FROM EACH END t NO MORE M 4 BLOCKING UNDER SECURE BT. PLATE TO PERIMETER OF OSB. 70 PROVIDE CONY. NAIL PATTERN / THAN 12' O.C. STAGGERED WALL STUDS SOURS ETA-16 SP4032' O.G. MA SLAB W/ }'x9" ANCHOR 0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP � SP4 OR H5 0 TOP AND BETWEEN TRUSS BAYS w/ PRE-ENCx*�EES�D BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. / /% BOTTOM PLATES 0 EA FULL (3) [1 EACH END SIMPSON HIGH STRENGTH LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE GMU WALL EPDXY 1" EMBED. MIN. (�4 SHEATHING • TOP OF WOOD FRAMED WALL TO BE OF OPENING. STAGGERED MIN. OF Ib' FROM SHEET BELOW SHEATHING TO LAP TO STUDS 0 16' OC. I, s ' SP4 0 BOTTOM OF PRE -El 31 O.C.OG. MAX l�5 INSTALL ALL SHEETS W/FAGE GRAIN PARALLEL TRUSS BELOW_ SHEATHING MTg-12 0 EVER STUD To STUDS MUST NOT BREAK 1'-4' MIN. 2X4 BT. PLATE %� 1 INT. 2—STORY L.B.W.FROM 2ND FLR LINE. `' sCALE:In'm1'-r�' q�_� WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER KNEE WALL DETAIL Ce? ENTRY SCALE' Irz"=r-0' 14 DOOR OPENING WD FRAMEDATTACHMENT SCALE: 3/4'=r-0' SCALE: Irz'=1'-0' @�5SCALE; 1/2'=1'-O' CONTROL DATE: 07/01/15 6 -0 6PEMN3 J ° ad 4 d Q a a PRECAST PRECAST LINTEL i Ia TO SEGUE TO FRAMING, NEED MIN 1 1/2', LESS THAN ° 1 1/2', WINDOW MUST BE SECURED TO BLOCK 2x4 BLOCKS a d SECURE 2x TO BLOCK W/ (2) �6'x3' TAPCONS OR DRIVE PIN (MIN SHANK 51TE .145) (MIN EMBED. I J") WITHIN 8" OF EACH END AND 113' O.G. MAX SPACING. CM WALL I � a _ as 4 a 1-r ARCH WINDOW FRAME A R C H I T E C T S Design YOU Inc. 111 RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W w W ' 0 F 0.� y a F Q stmDIV: at LOT: CREEKSIDE LOT #116 PROJECT# 04321.116 MODEL; 4EJB "2807-ELLE" GARAGE SWING: RIGHT PAGE: MIST. DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE 04/06/17 SCALE: 1/4" =1' — C SHEET �4 �� � It- 0�%v Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Pressure Design Pressure Number Method of Attachment Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL5891.2-R5 N/A Concrete tapcon anchor, 1/4", 6" max o/c spacing in top right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from comers, 113/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type If: 3/16" or 1/4" ITW concrete tapcon SH Window (+38) / (-50) (+50) J (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from comers, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. SH Window (Integral Type If: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. Mulled) (+38) J (-51) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R5 Non Impact from comers, 8 1/2" o% at jamb, 6" @ head. 1 1/4" embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultra -con anchor 6" max. from corners, 14" o/c at jamb, 16" @ head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon Picture Window (+38) / (-51) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.1-R3 Non Impact anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge SlidingGlass Door +33 41 ( ) / (- ) +25 ( } / (-50) Ply Gem Builders Series R14634.1-R2 Non Impact distance. 6" max o/c from corners and 20 V4" max o/c 4780 elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedrnant. Opaque slab with or Single door with sidelite. 1/4" concrete tapcon anchor. 3" without impact (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15037.1-R2 N/A max o/c for corners as well as each side of sidelite. sidelights (1 or 2) Tapcon needed at top and bottom middle of opening for door panel and sidelite. 14" vertical max o/c elsewhere. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max O c for corners. Tapcon required 3" each side of center of opening top and Opaque double door (+36) / (-47) (+SOJ / (-50) Thenna-Tru Smooth Star FL15225.5-R3 N/A bottom. Top and bottom centerline of each door slab et g without sidelights g tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c f6r corners. Tapcon required 3" each side of center of opening top and Opaque single door with transom +36 ( ) / (-47) (+47) / (-47) Therrna-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab et g tapcon. Rest of vertical o/c spacing is 14' Max. 1 1/4" embedment. Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Glazed single door (+29.5) / (-32.1) (+50) / (-50) Therma-Tru Smooth Star FL7630.1-116 Impact right and left comers, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Double Garage Door (+29) / (-35) (+46) / (-42) Clopay 16.2x7 73 W6 FL16107.03 N/A 3/8" x 2-3/4" Hilb sleeve anchors 6" from ends 22" O/C Single Garage door (+30) / (-38) (+38) / (-44) Clopay 8X7 73 W6 FL16707.24 N/A 3J8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R9 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 Underlayment Rhino U10/20 FL17801 gauge 1 X" armular ring -shank nails, spaced 6" ox. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit +75) / (-75) Alside 2T FL15272.1 Hurricane Panels 1/4" x 20 stainless steel with minimum embedment @ 7/8" Less than 6' span + or - 20 p.s.f. Global Protection 24 GAGE F1.15076.2 in poured concrete or 1 1/2" total if stucco should exist, can be headed screw or all thread but with wing nuts Hurricane Panels 6' 1/4" x 20 stainless steel with minimum embedment @ 7/8" span or more + or - 20 p.s.f. Global Protection 24 GAGE FL15076.2 in poured concrete or 1 1/2" total if stucco should exist, can be headed screw or all thread but with wing nuts Zip System Sheathing Huber Wall Sheathing 17147-R1 Install per manufacturers recommended requirements. A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W h W U W 0 F 4 U W A F A ti 09VHDIY. ae LOT: CREEKSIDE LOT #116 PR0ZMCT# 04321.116 MODRL: 4EJB "2807- ELLE" GARAGE 8WING: RIGHT PAGE: PRODUCT APPROVALS 160 MPH EXP. C 00 ARCHITECT: STATE OF FLORIDA DATE: 04/06/17 BCAim. 1 /4"=1' — 0" �5 NOTE:: NOTE: NOTE - APPROVED ZIP SHEATHING SYStE M 16 APPROVED BUILDINGS WRAP IF ZIP SHEATHING SYSTEM IS � INSTALLED, PLEASE SE:E SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE MANUFACTURERS 6' @ VERTICAL LAPS (ROLL FLASHING CCot PATIBLE w/ HOUSE \ INSTALLATION PROCEDURES ENDS) t 6' • HORIZONTAL LAPS. MANUr-ACTURE:RS WRAP MATERIAL) OVER ALL SE77F TAPED LATH VERTICAL LAP TO BE I' INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FAPE � FLASHING TO EXTEND ONTO PIPE I ?% PIEFORPTED CONTROL JOINT s - THICK 3 COAT CEMENt \ I' OR LESS PIPE x 6'xb' SELF -ADHERING MEMBRANE FLANGE OF CONTROL JOINTS TPLASTER / \ PEN-TRATION FWRAP M �TEROI IPAOVER 4"x4"OUSE BE WIRED TIED TO LATH m 9 \ SELF -ADHERING MEMBRANE WRB LAYER •1, FORTIFIBER FLASHING OVER APPROVED NO. MAX (N CRON. NOTE: DO BUILDING PAPER /ATH \ '; HOUSE WRAP. NOT FASTEN CONTROL JOINT TO FLASHINTo xtKNn ONTO PI WALL EVEN IF STUD EXISTSBEYOND EXCEPT STAPLES W/ APPROVED METAL LATH%" LEG MAY BE USED TO TEMP. FASTENED mi' (VERT.) OO. MAXSECURE CONTROL JOINTAT SUPPORTS X X DURING INSTALLATION WRB LAYER M, CUT AND OVERLAP ONE SIDE OF FASTENERS TO BE SPACED STUCCO WRAP METAL LATH SELF -ADHERING MEMBRANE FLASHING CUT AND OVERLAP ONE SIDE OF T" O.C. MAX VERTICALLY ril *I SAP #2 SELF -ADHERING MEMBRANE WOOD SHEATHING OR'1/16, ZIP SHEATHING WRB LAYER M, 3 GOAT CEMENT FLASHING SYSTEM STALLED PER STUCCO WRAP PLASTER WR5STULAYER 01, WRAP MAll GSJ 6'4MINP4FER LAP BELOW ONLY / METAL LATH " AYER "2, FORTIFIBER I WRB LAYER 02, FORTFIBER Ill LAYER 02, FORtIFIBEfR / \ ING PAPER / BUILDING PAPER �I�CsA)r'HAI'ER i _ I WQB LAYER M, STUCCO WRAP FLASHING OVER RING MEMBRANE \ TO SELF -ADHERING MEMBRANE AP MIN. LATH SHALL Not INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED WOOD SHEATHING BE CONTINUOUS �° IN a �° re e' I OR -tAb' ZIP SHEATHING REQUIRED O SECURE FLASHING TO EXTEND ONTO PIPE THROUGH CONTROL STRAPS, STAPLES) AS HOUSE WRAP. MIN. MIN' / I SYSTEM (INSTALLED PER PIPE/ WIRE O FRAMING JOINTS BUT SHALL t rrv" K e} MANUF. SPECS.) 4'x4' SELF -ADHERING MEMBRANE BE SLOPPED AND »_ TIED AT EACH SIDE. FLASHING OVER APPROVED PER ASTM CI063 PROVIDE 2X4 BLOCKING _ — HOUSE WRAP. i.l0.1.4 PLACED FLAT MAX. 6' TO 8" / - - -=_a FLASHING TO EXTEND ONTO PtPF FROM`� CONTROL JOINT JL OININT FALLS ONL JOINT 2 PNOTE:APER LAP OR / StRUCTLLRAL STUD SCALE: 1 I/lI'-& V CONT. BEAD OF SEALANT I. FASTENERS FOR LATH TO BE NAILS 6 INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.04 WIRE INFILTRATION BARRIER OVER I 3. BLOCKING SHOWN MAY BE IN ADDI'll \ TO WALL STUDS REQUIRED PER PLAN / SHEATHING IC .3y�^''-,i,.ac,,.i.�Xi�Shii,q..t-i^.^ '..;,: C.V�RCOATING D/ WISH(SEE TYPWALL SECTION) VERTICAL LATH i & PAPER DETAIL WOOD STUDS SECTION I PER FBC R703.6.1 Exterior lathing and plastering NOTE; SHEATHING p .r Exte or use of po t and cement plaster SIDE LAP$ OF METAL OR 1/16' ZIP SHEATHING SYSTEM shall comply with the apcemeion PLASTER BASES SHALL (INSTALLED PER MANUF, smcs.) requirements with C IkationA. BE °�ECURkD TO BUILDING NOTE: M" TYPE CONTROL JOIN' FRAMINGNEMBERS. PAPER MIN. Installation of exterior andframin IF ZIP 54�EATI�INC� 5Y5TEM IS g g THEY SHAL L p TIED w LAP INSTALLED, PLEASE: SEE shall comply with ASTM C 106312A. BETWEEN �PPO�g WITH 0_047r,_lK (1.21-MM) STUCCO Y LAB f LAT- MANUFACTURERS WIRE AT INTERVALS Not a LAP PAPER INSTALLATION PROCEDURES MORE THAN 5' (229-MMJ. f� AS PER AVITM CI063 O L FOLD INWARD • PT. A ( 2 ) 4 FOLD INWARD A PT. A �j' ��II ®FOLD \�/ z. cRease . Pr. 9 ® K I C K O U T NOTE: FOR REPAIR ® IN uIRB LA-,-ED �A� HORIZONTAL LATH � j DETAIL MAY SE P47CHED & PAPER DETAIL � N � ON f W/HOUSE WRAP TAPE PER MANUi SPEC. OR FOLD 46, PEEL !STICK ® �C 1/Irc" ZIP SHEATHING _ SYSTEM (INSTALLED PER rMANUR SPECS.) OR O LFOLD INWARD • 4� 4FOLD MwAaD • Pr. A WOOD SHEATHING PT. A \` 2. CREA6E • PT. is z. CREASE • Pr. a LURE LAYER 01 3. CREASE • PT. G STUCCO III b, 3. CREASE • Pr. C S t a. FOLD PT. C OVER PT. Ui_iC0 �,yRAI 8 TILL PT. C TOUCHES 601TOM FLA'•KaE � �. THICK, 3 COAT CEI" LENT PLASTER LEGEND METAL LATH O LAP Id TAP(= OVER � RA I NACRE FLAN (VR5 ® FOLDIll ® ROOF/WALL SCREED . „• tea., FLAKE U1ALPOLD, NOTE:: REAL. FOLD. 22 t IF ZIP SHEATHING SYSTEM IS SCUT. INSTALLED, PLEASE SEE z 5"X5" "L" TYPE CONTINUOUS UJRg Ly4Y R #2 (FOR` F[E iEfR MANUFACTURE RS AMETALLA5HIN 1=C* ...... GLV.— — — THICK, 3 COAT CEMENT P Z INSTALLATION PROC(NAIL TO ROOT= DECK, NOT BU.1 L D ING }CAPE fR) PROCEDURES PLASTER WRB LAYER 02, F6RTIFI6ER WALL SHEATHING) BUILDING PAPER CAP SHINGLE YER - DO NOT NAIL,,�,� X X X X SSTUCCLO WRAP INSTALL WITH ROOF CEMENT LAP LAYERS cF CUIL.OING-+ WR.AP Imo. . OVER NAfLING FLANGE, STOP NCaAJ=PROX I li' ACOVE \\8 �j G ROOD CEMENT 66WALL. FLasHING 7hSHINGLE ROOFING WOOD SI>�INC OR 7/I�o" ZIP SI-IEATHING SYSTEM DEtAL)T FLASHING (SEE � ONSTALLED PER MANUr-. SPECS) `y NOTE: SELF-ADll­4ESIVEL�45IfN / \ IF ZIP SHEATHING SYSTEM IS — — — — — \ INSTALLED, PLEASE SEE NOTE: MANUI=ACTURERS 1 L ��tl = ��I TO 5E �EfR P5C FELT uNDpgLAYMETf — "MR TIGHT REAL (BEND OR INSTALLATION PROCEDURES I I I i 4 i=4 SOLDER Do NOT CUT) /� /^ %� L �%} SHINGLE ROOFING , 0�6 �INNG AAT B0l KICKOUOF ROGF ( R1 X./ 3.0 ..�1 / A ST� C — Si�1-• — IG/ 9, � 1 N. 2 .� /L55. WALL INTERSEcrIONs PER SQ, �ARU (UT I L I I Nl OIR NO� 1 Nr DRIP EDGE, OVERLAP 3', EXTEND 12'BELOW LAT� DOES NOT 1 IEET SPECIPICA`�IONS SHEATHING, MECHANICALLY FASCIA Ill FASTEN 4'O.C, MAX !) L)7 FL e S �I� TG N.T.s. ARCHITECTS Design Group ���. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W h W U W L 0 0. cn a F A BLTSDiY. da LOT: CREEKSIDE LOT #116 PROJECT# 04321.116 �[ODEL: 4EJB "2807- ELLE" GARAGE S'R,D 9G: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA U I)ATE: 04/06/17 (SCALE: 1 /4" =1' — 0" 33HEET �kmlk NOTE- ZIP SHEATHING SYSTEM IS INSTALL W SELF -ADHERING IF MEMBRANE 1":LA5HINGS OVER STUCCO INSTALLED, PLEASE SEE TOP, SIDE(S) AND BOTTOM INISI-I MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME of THE EXHAUST. 6" SELF AD WOOD CONSTlCTION SEQUENCE OF FLASHING t0 BE: OVER TO SI S P I/16' ZIP SHEATHING SYSTEM I. BOTTOM. 2. SIDES. 3. TOP 'TA(7 ZISHEATHNG SYSTEM (INSTALLED PER MANUF. SPECS.) OR (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHINGPER X: VENT GAP IS TO BE SET IN BEp SE WOOD SHEATHINGS LAYER i SIDES SEALANT At TOP AND HI STUCCO WRAP x SIDES ONLY. SEALANT L t0 BE WRB LAYER 01, COOLED SO AS TO DEFLECT STUCCO WRAP LAYER "2, FORTIFIBER WATER AWAY FROM JOINTS. BUILDING PAPER X E-Z BEAD ALL AROUND EMANUF. DRYER �- JOINTS AND INTERSECTIONS T-AFDPLY SEALANT ALL VENT GAP (SET IN WRB LAYER "2 FORTIFISER METAL LATH CONT. SEALANT) WOOD lie' t�xturp ' APPLY SEALANT At PERIMETER OF �— BUILDING PAPER CONSTRUCTION ��rNISH ® WOOD BACKER ROD 5 NON -MOVABLE FRAME AND STUCCO FASTEN To Woop STRUCTURAL ON ALL SIDES, Y¢" CAULKING JOINT SEALANT g ALL AROUND MEMBER i' O.C. MAX TOP k SIDES �" TI-11CK, 3 COAT CEMENT a I PER FBC R703.6.1 IY PLASTER Yo' ToJ4° M-WALL WEEP ScW1 Exterior lathing and plastering BACKER ROD Exterior use of portland cement plaster - zq shall comply with the application 6 DRYER VENT (BLOCK) 'ye" TO Ya" MID -WALL requirements of ASTM C 926-12A. WEEP SCREED i 6" WIDE STRIP SELF X Installation of exterior lathing and framing ADHESIVE FLASHING, GLEAN MASONRY BEFOREAPPLYING X shall comply with ASTM C 1063-12A. (o" SELF-ADHESIVE FLASHING NNISP M WRB LAYER i X FINISH ®MASONRY STUCCO WRAP ; HOODED VENT BUILDING PAPER OVER 'QUICK x= WOOD FRAMED X THICK, 3 COAT CEMENT FLASH" I— — — WALL HORIZONTAL WEEP SCREED PLASTER METAL LATH - HORIZONTAL WEEP SCREED (FRAME TO BLOC PIP THROUGH i � FRAME TO FRAME NOT>=: WRB LAYER 02, FORVF:IBER i i BUILDING PAPER / 'i WOOP� SHEATHING IF ZIP SHEATHING SYSTEM IS NOTE: �" INSTALLED, PLEASE SEE IF ZIP SHEATHING SYSTEM IS INSTALLED, A DRYER VENT (FRAME) PLEASE SEE MANUFACTURERS MANUFACTURERS / INSTALLATION PROCEDURES INSTALLATION PROCEDUREES FLASHING SELF ADHESIVE / LASHINCs (INSTALL � PER MANUF. SPECS.) OR -1A6' ZIP ATHING SYSTEM !INSTALLED PER MANUF. SPECS.) BUILDINGS PAPER WOOD SHEATHING UNDER "QUICK FLASH" WRB LAYER M, NOTE: LURE LAYER "1, STUCCO WRAP IF ZIP SHEATHING SYSTEM IS GUT OPENING IN STUCCO WRAP WRB LAYER "2. FORTIFIBER INSTALLED, PLEASE SEE APPROVED HOUSE WRAP it BUILDINGS PAPER MANUFACTURERS FOR BOX INSTALLATION WOOD INSTALLATION PROCEDURES CONSTUCTION CUT "X" INTO VENT PENETRATION WRB LA�rER 01, SELF -ADHERING %X� METAL 0 A SCALE: N.T.S. STUCCO WRAP MEMBRANE FLASHING 8, CMU V L ASI B D APPLY SELF-AD;-IERINGS 6 Is AND MEMBRANE FLASHING I WOOD 5HEATHINGs OVER BOX AND OVER MIP-WALL APPROVED WRB LAYER rl eTEf= '*1 &T P #2 v UIDE sTf IP SELF ADHESIVE FI-ASHING, CLEAN MASONRY 5PORE APPLYING Z FLASHING APPROVED HOUSEWIRAF 5E.LOW WRB LAYER 01, BELOELEC. METER FIELD I STUCCO WRAP VERIFY LOCATION ELEC. METER FIELD STONE v NCR -N OVER SCRATCH COAT VERIFY LOCATION CUT SUCH THAT @ APPLY 60 MIN SELF -ADHERING NO MEMBRANE GRADE "D" FELT MEMBRANE FLASHING ENTERS BOX, OVER o APPLY STUCCO SCRATCH GOAT APPLY TO FACE SELF -ADHERING ® EDGE FLASHING OVER 7C HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT APROVED W/STONE VENEER PRIOR TO INSTALLING ELEC. HOU5EWRAP METER WRB LAYER "2, FORTIF15ER (FRAME TO BLOCK CAVITY TO BE FILLED BUILDING PAPER WITH RIGID POLYMERIC STEP #3 STf' # �� ISOCYANOTE-POLYBLEND FOAM ("GREAT STUFF" OR SIMILAR) ELAStOMERIC DRAINAGE PLANE (WRB APPLY A SILICON BASE SEALANT AT POINT LAYER #I, STUCCO UJRAP) THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD UJRB LAYER 02 (PORTIFIBER — — — — — r. OVER 60 MIN GRADE D BUILDING PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT SEALANRTOATDALL L 1"IETAL LATa4 X—X—x—x 0 1 COAT OF PAINT W/BAC;<- JOINTS AND ROLL PRIOR TO INTERSECTIONS STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. •e•e•o•o e .e.e.e e .0o• o• •o •e o• 0• •o .e e• o• •e •o o• o• •o .o o• e .o•o•o•o ARCHITECT; 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U W 0 F Q rg p Btmnm L: CREEKSIDE LOT PROJBCT# 04321.116 XODETA 4EJB "2807— ELLE" GARAGE 811ING: RIGHT PAGE: WALL ASSEMBLY DETAILS COATING OVER STUCCO/ C.V. FINISH 160 MPH EXP. C (SEE TYPICAL WALL SECTION) METAL LATH WOOD SHEATHING F/_/ METER CAN OR METER CAN OR 7/16' ZIP SHEATHING SYSTEM COMBO OR METER CAN AND (INSTALLED PER MANUF. SELF-ADHESIVE FL.ASHINCx) — — — — DISGONNEGT 5T � #� ST = #ro NOTE: I"IETAL LATH: LATH TO BE PER FBC ]ELECTRICAL CONDUIT ELECTRICAL RECEPTACLE R`103.6.1 / ASTT"I C-841-09, MIN. 2B LBS. 8 PENETRATIONPER SCE. YARD (UT1L ITY OR NOMINAL - LATH DOES NOT MEET SPEGFIGATIONS) ARCHITECT: STATE OF FLORIDA 4, DAAT]M 04/06/17 SCALD 1/4"=l'-0" 821EET WA2 11 Goer WOOD SHEATHING EXT. WOOD FRAMED WALL COLUMN SHEATHINGS WRB LAYER'M, WEATHER RESISTIVE STUCCO WRAP 5UB-FLOOR DECKING / BARRIER *I WOOD WRB LAYER 02, FORT FIBER FINISH LAYER (2 LAYER 3' X 3' 26 LV- GA. aA/ / WE TA HER RESISTIVE CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS METAL DRIP EDGE THICK, 3 GOA CEMENT PEEL 4 STICK) SET IN FULL BED OF i BARRIER "2 6" PEEL 4 �_ 8 ALANT, )4 MIN , g/a HAT CHANNEL a WEATHER RESISTIVE / � / I 6PEEL < STICK PLASTER STICK +� DRIP SPACE FROM DRIP \ W/5/s" TYPE 'X' DRYWALL 6" SAF. P P SCREED WEATHER RESISTIVE EDGE t0 FACE TO TREX I J(z"x3" 'L' FLASHING �,- TO S T ING H WEEP SCREED BARRIER 02 OSI IN ' THICK, 3 COAT CEMENT EMBEDDEDFULLY V RIDECK N ROOF CEMENT WOOD S WRB LAYER *I, , ��� \ S METAL LATH ES It . I' Ya" GAP FOR BACKER I X 3' GA- GALV.SHEATHINGL � METAL DRIP EDGE RI STUCCO WRAP / \ WOOD SHEATHING 11i"XI s/a" P.T. OR SIMULATED ) ROD SEALANT Y4" GAP FOR BACKER SET IN FULL BED OF ` WOOD (TREX) FILLER, ROp < SEALANT SEALANT,Yi" MIN. " THICK 3 GOAT CEMENT \\ CONTfNUOUS VINYL CASING BEAD SPACE FROM DRIP PLASTER b" SELF-ADHEREING ` i FACE TO TREX WEATHER RESISTIVE AMF,fv-WFWC-78ID GUSTO SING A r �` WATER PROOFING Ist WEA R SISTIVE VINYL CASING BEAD \ BARRIER *I r ' FLASHING WRAPPED EXTERIOR GRAPE LAYER (2 LAYER PEEL *N t R "1 r ` o TOP OF WEEP SCREED X' DRY WALL STICK) WRAPPED FROM / RESISTIVE TO SHEATHING BELOW ATµE SISTIVE WATER PROOFING Ist i" RIE 02 ' ' _ BALCONY DECK To i ' s 1 *2 LAYER (2 LAYER PEEL ` XT I COLUMN THICK, 3 GOAT CEMENT 4 STICK) APAItr CLAD N SHEATHING WRB LAYER 01, CANTILEVER APAWMRGLAwrrY \ irxrawuamm +x '. \ STUCCO WRAP 4 POSITIVE DRAIN PLA5tER 6" PEEL 4 STICK a \\ WEEP SCREED ' r � DRIP EDGE To DECK END OVER DRIP VINYL CORNER BEAD E: MEMBRANE, WRB LAYER P FORTIFIBER NO GAP IN FIELD VINYL CASING BEAD 4 PEEL 4 STI 6 S.A.F. #: SUB FLOOR EDGE I'x3' "L" FLASHING ---- -, \ BUILDING PAPER NO FOR CLARIFICATION OF ®® -------- SEPARATE ACCESSORIES ONLY) 3' X 3" 26 GA. GALV. SUB FLOOR FULLY EMBEDDED IN 6" SELF -ADS 4EREING ;� - SET IN DRIP BED OF � ROOF CEMENT FLASHING WRAPPED I'XI 3/a' T. R SI ATED • WR15 LAYER *I, ; SEALANT, 'MIN. METAL DRIP EDGE m COMER OF CANTILEVER WO (REX) ILL R, I" X 3" 26 GA. GALV ` - SPACE FROM DRIP ...... ---- -•-• --.. .--- SET IN FULL BED OF STUCCO WRAP \ 4' POSITIVE DRAIN N N S FACE TO TREX °XI T. OR SIMULATED SET IN FULL L MIN. 12 OD tREX) FILLER, SPACE FROM DRIP AMIGO AM66-WFWG-18ID . 1 . WEEP SCREED VINYL CASING BEAD \ p 4 SEALANT KER WATER PROOFING Ist tINUOUS /FACE t0 TREX CUSTOM CASING BEAD Ya' GAP FOR SEALANT VINYL CASING BEAD -- FI SH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 OFT. BACKER ROD, w w WATER PROOFING let r� PEEL 4 STICK) STICK) WRAPPED FROM MODIFIED NO GAP IN FIELD CAN 1 �E VE 3,4 RESILIENT BALCONY pEGK TO LAYER (2 LAYER PEEL 4 > �- (SHOWN FOR CLARIFICATION OF NOTE, 10 HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM SEPARATE ACCESSORIES ONLY) �j D� VINYL CASING BEAD g" fµIGK, 3 GOAT CEMENT HAT CHANNEL ;, BALCONY DECK TO IF ZIP 6HEATHING SYSTEM I5 J PLASTER CASING BEAD INSTAL -LED, PLEASE SEE — CANTILEVER METAL LATH VINYL CASING BEAD MANUFACTURERS' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER 10A DTL. @ CANT. INSTALLATION PROCEDURES T 5/8' TYPE "X" DRYWALL WEATHER RESISTIVE W/1EXTURED < PAINTED 5/8" TYPE "X° DRYWALL METAL LATH SCALE:: 1 1/2'=F-0" II A��Eeee �E11E JL Y BARRIER#1 FINISH W/TEXTURED 4 PAINTED WEATHER RESISTIVE FINISH WOOD SHEATHING DRAINAGE FLANS (WRE3 PASTETHICK3 GOAT CEMENT BARRIER *2 NOT. PLASTER 4" f'ROSItIVE DRAIN � �"�-4' POSITIVE DRAIN NOTE: I W�P SCREED P PLASTER 3 GOAT CEMENT WEEP SCREED /� /� I I y-II II t }� VINYL CORNER BEAD PLASTER � I�TAL LAT�I: LA 1� O 8E FER 1—BC L'�`� R #I, STUCCO I.URAF') VINYL CASING BEAD NO GAP IN FIELD VINYL Go�IER BEAD —(SHOWN GAP IFORFIELD RIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY R­703.(o.1 / ASTr-1 C=84� =09, r-11N- 2.S L55. WRB LAYER 1*2 (F-ORTIFIBER — — — — — SEPARATE ACCESSORIES ONLY; F R 50. YARD (UTILI17'' 05D, NOr IINAL BUILDING F'AFER) BALCONY DRIP BALCONY DRIP LATH DOES NOT 1"1T SF'CIIC,4ION5) METAL LAt�4 x x x x 11A EDGE INSTALLATION 11C EDGE INSTALLATION @) COLUMN ( W/" L" FLASHING) SCALE:: NTS NOTE: WOOD CTION STUCCO I. G IF ZIP SHEAt ING SY E IS WOOD SHEAT1-4ING NOTE, INSTALLED, P EASE E eNSTALLED MRM .ssMCW IF YIP SHEATHING SYSTEM IS MANUFACTURER5 tH R ISTIVE ; INSTALLED, PLEASE SEE INSTALLAtlO PROCE RE5 I WOOD 5HE,4T�ING 2x FRAMING t* fEM5ER WRB LAYER *I, MANUFACTURERS % STUCCO WRAP %'- INSTALLATION PROCEDURES3/4 RESILIENT HER Ia''ESfStIVE ., HAT CHANNEL ]BARRIER "2 g" THICK, 3 COAT CEMENT SELF=ADHESIVE FLA5kNG — — — �/ WOOD SHEATHING{INSHEATHINGPLASTER VINYL CASING BEAD WRB LAYER *2, FORTIFIBE:R " THICK, 3 COAT CEMENT BUILDING PAPER LAStER 2 i/2" CORNER DEAD WRS LAYER1, 5/8" TYPE 'X" ALL METAL LATH FASTENED TO 5HEATI 41NG W/tEXTU PAI SHATHING �, METAL LATH 1 I i STUCCO WRAP FINI I T ' zfp ATWING SYSTr71 O.C. MAX- M) 2t12D PER1mD*rM 8PEC8.) HI At CEMENT 2) 2x12 µFADER ' THICK, 3 co4t cEMENt U1R5 LAYER *2, FORTIFIBER �. PLASTER BUILpINCs PAPER WRB LAYER 01, " ; POSITIVE DRAIN I (o SELF-ADNERINCx ; METAL LATH VINYL CORNER BEAD LUE:E:P SCREED I STUCCO LURAP FLASHING VINYL CASING BEAD NO GAP IN FIELD y — WOOD 51-IEATI-IING 11 \�' (EXPLODED F THICK, 3 COAT CEMENT (SHOWN FOR CLARIFICATION OF ' HIEW FOR PLASTER SEPAl ACCESSORIES ONLY) METAL LATH DRIP GAP CLARITY) 11D DRIP EDGE WRB LAYER 02, FORTIFIBER °' r INSTALLATION BUILDING PAPER WINDOW FLANGE /� �p WRB�LAYER 01, NOTE: C O R N E R BEAD \ FRAME sTI IGCQ WRAP , IF ZIP SHE HIND 5 5 EM 15 WOOD CONSTRUCITON p r INSTALLED, PLEAS S E r1 \1 , MANUFACTURERS WEATHER RESISTIVE 2 I/ INSTALLATI PRO E'. URE5 BARRIER *I 211 CORNER BEAD WRB LAYER *2 FORTIFIBER WEATHER RESISTIVE (FASTENER SPACING 'I" D-G-) BUILDING PAPER X. , BARRIER 02 r I: METAL LAtI 4� VINYL CASING BEAD J' THICK, 3 COAT CEMENT PLASTER �' CHICK, 3 GOAT GEMEiNT wT ; 5/8' TYPE "X' DRYWALL METAL LATH PLASTERW/TEX FINISH 4 PAINTED3�pI��p�Ra��y+r erstErt ` 6 "SELF-ADI�ERING �' ' THICK, 3 COAT CEMENT I -I gADER/BE7;" NUF. sPECs.) CMU FLASI-41NG t PLASTER VINYL CORNER BEAD VINYL CORP. 4' S�Bo TI-IIGK, 3 COAT CEMENT DRIP CAP POSITIVE DRAIN PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN IELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ` CORNER BEAD BLOCK- 1 5 B CASING BEAD @) WINDOW @bRIP EDGE INSTALLATION (FRAME NO BAND� ARCH 1 T E C T S Design Group"Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W h v W 0 F 0. W Q F ' A h St7'HDTV. �e LOT: CREEKSIDE LOT #116 PROJECT# 04321.116 MODEL: 4EJB "2807- ELLS" GARAGE 8'WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 04/06/17 8CALM: 1/4 t0=1' — 0" e WA3 Five �� WOOD SHEATHING WRB LAYER 0I, STUCCO WRAP WRB LAYER V, FORTIFISER BUILDING PAPER —� METAL LATH ° THICK, 3 COAT CEMENT PLASTER (0"SELF-ADHERING FLASHING VINYL ANGLED CASING BEAD NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHING WRB LAYER #I, STUCCO WRAP WRB LAYER #2, FORTIFIBER I� I BUILDING PAPER METAL LATH _J (EXPLODED 8 THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) DRIP CAP WINDOW FLANGE WRB LAYER *I, ^i STUCCO WRAP i � VINYL ANGLED CASING BEAD WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH \ 1 � ' THICK, 3 COAT CEMENT ; PLASTER 6 "SELF -ADHERING FLASHING ' DRIP WINDOW FLANGE CASING BEAD � WINDOW rt 5 C ( FRAME, W f BAND) WOOD SHEATHING METAL LATH WRB LAYER #I, STUCCO WRAP WRB LAYER #2, FORTH-15ER BUILDING PAPER i" THICK, 3 COAT CEMENT - PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Y4' GAf- T�-f " THICK, 3 COAT CEMENT ---------- CASING BEAD P R 1X TRIM MEMBER TO TRIM / TAL ATH /'� E.ALANT STUCCO TO SIDING TRANSITION LAYER "2, FORTIFIBER r` SIDING UILDING PAPER r I WOOD SHEATHING / �/ nn M1N n-I- ln.murrmuY 1 m#nglil mnmr[n I WINDOW FkmE WRB LAYER oil STUCCO WRAP \� CASING BEAD SELF-ADHEREING FLASHING OR PEEL 8 STICK SIDING TO STUCCO - I CASING BEAD I - WOOD C'ONS'-MCRION BEYOND i WOOD SHEATIING RESISTIVE—� BA�IER / WEATHER RESISTIVE —� BARRIER "2 I� i%AL $IDING� UIK? ' i 6' SELF-ADHERINo FLASHING j 1 STARTER STRIP— / NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES (CROSS SECTION) X 6' TRIM SIMULATED �D MEMBER L GAP W/GAULKING APPROVED SEALANT :CO CAGING NOTE: METAL LATH: LATH TO BE PER FBC R703.6.1 / A57M C-84-7-m9, MIN. 2.5 LBS. 1.000D 5,4TIINC PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) /� �/�] �$I WCJOD CONSTRUCTION6c r� I I` BC`YOND I I 1 1 2X FRAM':\G �- MEMBER SEALANT r r r WINDOW FRAME WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP 1 , — - - - - - - - - - - - - - - - - - - - - - - III 6' SELF -ADHERING lnUj 1 STUCCO RAF WOOD SHEATHING FLASHNG 1 i �RRIER OATwER SISTIVE i ' WEATHER RESISTIVE II AI -HER RE$IS71VE BARRIER "I TO LAP x � II I /� p j� B..((A,, RRIER N2 / � / � 6' ABOVE TOP WIR5 I�A� IR �, FOIRTF� 5ER W/6REv LAP SIDING /� ( 1 Z A$HING EZ ' BUf LDINC� P�P� � I WE R RESISTIVE 16A 1 FLASHING DHERING z \ IER 01 1 \ v WEATHER RESISTIVE 1IETAL LAT�4 / BARRIER02 STARTER STRIP � i DO OT CAULK OR I 1 \ / 'ZALVD FLASHIWS METAL (EXPLODED 811 TIC I CK, 3 COAT CEt* LENT MAIL OPENING DO NOT GALL K OR p p GALV'D METAL \ / SE I NING VIEW FOR I L AST fR Z' FLASHING WEATHER RESISTIVE BARRIER 01 TO LAP C ARITY) IuY OD6R81 LAT BER OF MIN. A50 E OP CASING BEAD Cc-b RAISED 17 A BAND (FRAME) SCALE: 1 1/2"=1'-0" VIN 1 Y4' X 6' SIMULATED (W/%' FLEXIBLE ; ' \ / , WOOD TRIM MEMBER BACKER ROD) \ / SELF-ADH3 RINCs rL SELF -ADHERING \ I ; 1 FLASHING FLASHING Yd THICK 3 GOAT \1 SEAL GAP W/GALLLKING CEMENT PLASTER OR APPROVED SEALANT WEARIER RESISTIVE WEATHER RESISTIVE BARRIER "1 BARRIER 01 WEATHER RESISTIVE E-7 BEAD VINYL CASING BARRIER 02 (W/%, FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO WEAtPERRESISrIVE C FRAME TO FRAME BARRIER 02 11 .1 , TRANSITION ------------------------------------------------------- ------------------- " THICK, 3 COAT CEMENT / PLASTER METAL LATH 1 i i i -...................................... --••------.. WRB LAYER *2, FORTIFfBER - BUILDING PAPER (W/3/8" FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6" SELF ADHESIVE FLASHING WOOD SHEATHING i DETAIL BELOW EXPLODED i FOR CLARITY -------- - �. `` 'a" G�AF TYP ' THICK, -3 COAT CEMENT ~`. PLASTER TO .., \IDOLJ METAL LATH \ ER 02, FORTIFIBEIR G PAPER SHEATH f NG i \ WRB LAYER 01, STUCCO WRAP 6" WIDE PEEL E STICK OVER FLANGE / E-Z BEAD VINYL CASING (W/3/5' FLEXIBLE PVC BACKER ROD) �— •APPLY FULL BED OF SEALANT BETWEEN ; FLANGE 4 BUILDING WRAP / LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER ...... - BUILDING PAPER) METAL LATH x-x-x-x STUCCO L'� WOOD SHEATHINGT� OR t/16" ZIP 514EATHINGx SYSTEM (INSTALL;=D PER MANUF. SPECS.) SELF-ADHESIVE FLASHING - - - - A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w w h 0. U w q F VHDIV, de LOT: CREEKSIDE LOT #116 04321.116 MODEL: 4EJB "2807- ELLE" GARAGE 8WIN4: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA u np 04/06/17 DCALR: 1/4"=1'-0" 1 mwooss CUT 40USEWR AT 45' ANGLE MODIFIED 11, CUT IN !OUSEWRAP LINE OF l OPENING APPROVED NOU5EWRAP OVER SHEATHING OVER WD STUD WALL INSTALL b' PELF-AD4P FLAS141NG C "ILING FLU JAMBS EXTEND FL 11 BELOW SI I EXISLE F IPO NOT BE #W 0 STEP 1 'k IR TEMPORARILY FOLD -UP C SEC H0USEWRAP(0 TUCK FLAP UND at 4EAD FOLD HOUSEw IN AT JA I58 t BLOM SILL R. NSTALL b' 3ELF-ADHE °LASHING C VINYL 14EA 'LASHING ( TAMS) NAII =LANGE =XTEND 3ELF-ADHE :LASHING I BEYOND Jo :LASHING NSTALL VIP :AP ALIGN FLASHING W/ INT. EDGE OF SILL RA. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT — FLEXWRAP AS THE FLASHING AT THE SILL STEP FOLD DOWN DIAG< ACRO WINDC 3 APPLY %' NOM.— CONTINUOUS BEAD OF SEALANT AT JAMB AND HEAD of APPLY TO BACK OF WINDOW NAILING FLANGE IN LINE W/ PRE -PUNCHED HOLEB OR SLOTS. VIDE APHESIVE =XIBL@ FLAC414 VER rjRIP CAP -ECTO=WRAP EQUI V) WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 5CALE: NT5 STEP NOTE: IF LF' SHEATHING e�5T r�*l le INeTALL D/ n INSTALL WINDOW PLUMS, LEVEL AND SQUAD PE MANUFACTURERS WRITTEN INSTRUCTIONS Y ANE NG DINT NOS? ==: L IT 15 THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 ®ELp_ADHERING FLASHING MATERIALS USEp DURING CONSTRUCTION. 2.INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY FACT ADVERSELY IF NOT COMPATIBLE. NOTE. - (CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK - R=PAIR SCHEME SHOWN SHALL BE "=LEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRIJ51ON BELOW THE II WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C T S 6 1 1 Design Group�"Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W U W 0 0. U h W Q A F SVHDIV. & IAT: CREEKSIDE LOT #116 PROJECT¢ 04321.116 MODEL: 4EJB 2807- ELLE" GARAGE 81IING: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE:, 04/06/17 SCALE: 1/4"=1'-0" SI EET V G A5 - ile 2x(o SUB -BAND W/I "x4" NOTCH a END, WRAPPED IN PEEL B STICK DRIP EDGE 1/6' TEXTURED =1NI6H a WOOD 'Va" TEXTURED =1NISH a CI%lu I\ I\ I\ I\ I i I \ I \ \ '01ETAL FASCIA \\ JRAP Ye" FiROI" 1 \ STUCCO, I" FROM \ JOOD WALL \\ EXTERIOR WALL \ FRAME OR C1MU) \ NOTE: NOTCH FOR 2X6 SUB BAN» ONLY � I @ELEVATiON 1/8" TEXTURED FINISH o WOOD M METAL LATH METAL FASCIA WRAP 1000D SHEATHING WRB LAYER "I, STUCCO WRAP IURB LAYER 02, FORTIFIBER BUILDING PAPER 2X6 SUB BAND - ROOFING CEMENT DRIP EDGE ROOF KICK OUT REMOVED \i FOR CLARITY ROOF DECK (BEYOND) �DRIP EDGE, I" OFF WALL 'VNOT INTO STUCCO) 3-COAT PLASTER i �1'-2x& SUB -BAND W/I"x4" NOTCH a END, WRAPPED IN PEEL $ STICKS METAL FASC1,4 WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL METAL KICK OUT NOTE: Fw IF ZIP SHEATl 41NG SYSfiEI"( IS INSTALLED, Aw PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -011 SCABBED TO TRUSS W/12d NAILS 6"-8" O.G. MAX. 2x SUB -BAND W/1k"x4" NOTCH Is END 'IETAL FASCIA WRAP DRIP EDGE XTERIOR WALL 'FRAME OR Cl" IU) SUB BAND DETAIL @ WALL SUB BAND DETAIL (9) WALL W/KICK- OUT FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -RAND W/lYdx4" NOTCH a END, WRAPPED IN PEEL 8 NICK *ROOF CI=MENT a ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVI_ BOTTOM OF DRIP EDGE 2x SUB -BAND W/'V2"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A R C H I T E •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Ir w 0 F U a h q BVHDTV. da LOT: CREEKSIDE LOT #116 PIROJECT# 04321,116 MODEL: 4EJB "280"7-ELLS" GARAGE 81rMG: RIGHT PAGE: WALL ASSEMBLY L1 DETAILS: SUB- BAND 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA 6 '7 rt3llFjC7_!e- 04/06/17 CALM:1/4' —0"It�ET WAf