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Home My WebLink AboutBUILDING PLAN• STATE OF FLORIDA DESIGN CRITERIA: CERTIFIED BUILDING 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: JAMES J. CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441. RONALD LONGWOOD, FLORIDA 32750 (407) ,, 6 # Fax: (407) 774-4078 a! 1 -OCCUPANCY • CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED •EXPOSURE *I -STORY RESIDENCE • 2-STORY RESIDENCE 2605 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 - RESIDENTIAL, GROUP R3 -VB - CLASS B - Vult=160 MPH Vasd=124 MPH _C - MAX. HEIGHT AS PER LOCAL AND STATE CODES CALC .' S a IST FLR LIVING 1104 SQ. 5"r. 2ND FLR. LIVING IE 01 SQ. PT. TOTAL LIVING 260E5 SQ. FT, GARAGE 431 SQ. PT, PORCH 111 50. 1=T. TOTAL_ 3153 ewe. PT. A/C VOLUMS 21691.2 FAI 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 MTD. MOUNTED CL CENTER LINE MTL. METAL CAB, CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE "ONC. 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 TREA`PED DIA. DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR, DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAD, S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH sm. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXH. EXIIAUST SIM. SIMILAR EXT. EXTERIOR SL. SLIDING F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR (PALL 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 CIRCUIT M. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL, GLASS OTHERWISE GYP, BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR, BEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W1 WROUGHT IRON REVISIONS DESCRIPTION THESE PLANS AND ALL PROP'sEU WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY 13E NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. SCANNED BY SST I..I)CIE GOLIWY ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPLIANCE WITH FBC ENERGY 000E MUST REMAIN ON All DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED CONC 4LED FASTENERS ORARACHMEN' ARE THE RESPONSISILITYOF THE CONTRACTOR OF RECORD T ERMI-I T E T j3EAT&jj d 9 jj�QU,J�Eo INDEX OF DRAWINGS SHEET # DESCRIPTION PG C1-COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PL_A_N PG lA-DOWEL PLAN FIRST FLOOR PG 1B-LINTEL SCHEDULE FIRST FLOOR PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4D-FRONT & REAR ELEVATIONS PG 5D-LEFT & RIGHT 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 lO- FIRST FLOOR HVAC PLAN PG It- SECOND FLOOR HVAC PLAN PG Dl-MONOLOTHIC FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-MONOLOTHIC 1-STORY WALL SECTIONS & NOTES PG D4-MONOLOTHIC 2-STORY WALL SECTIONS & NOTES PG D5-MISC. DETAILS PG D6-PRODUCT APPROVAL LISTING PG WAI -WALL ASSEMBLY DETAILS PG W12-WALL ASSEMBLY DETAILS PG W13-WALL ASSEMBLY DETAILS PG W14-WALL ASSEMBLY DETAILS PG Ws5-WALL ASSEMBLY DETAILS WINDOW FLASHING PG W16-WALL ASSEMBLY DETAILS SUB BAND 47oC �- d 23'3 ST. LUCTF LTN"TY PT TI.P 1NC PPrTSI()T#Z REVIE«ED FOR LL410E REVIEWED BY` DATE 1 PLANS aNI)_-NtIT 34UST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. A R C H I T E C T 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 t to I 14OTt �llf ■ EEKSIDE ARCHITECT - STATE OF FLORIDA AM A 'T l L.L... AR NO 12079 _ . 04/03/17 �- I- /4„_ 1, _ O„ ci. GENERAL NOTES 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 11. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VI I. 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 II. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 ±0.18 11 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 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 ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. & THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1 '.OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 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, ACI 318-11. 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. 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/". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 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 =1,100 PSI Fv = 175 PSI 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 WHEREIN 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 CEMENT ITIOUS 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/" 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 UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. MASONRY SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL 1. MASONRY CONSTRUCTION4021 ACI 530 / ASCE 5. POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS PROVISIONS OF T SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360 DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED .JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 1/ INCH AND NOT MORE THAN 3/ 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 ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). 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 PLUMBING HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATERSUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. REINFORCING STEEL 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AC1318-11. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB; UNLESS OTHERWISE NOTED ON THE PLANS. EDITION (2014). THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EXTERIOR WALL COVERINGS 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS Th'AN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" ASTM-C1063-12a. B. CONCRETE EXPOSED TO EARTH OR WEATHER: 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. #5, W31 OR D31 AND SMALLER 2" LIMITED T0: C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS I. #11 AND SMALLER 3/" -- "L" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS D. BEAMS, COLUMNS: -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS I. PRIMARY REINFORCEMENT, TIES STIRRUPS, SPIRALS 11/" -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS APPROVAL OF THE ARCHITECT. -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS TIMBER 4. SHALL BE INSTALLED PER ASTM-Cl 063-11AAND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD TRUCTION SHALL COMPLY WITH SPECIFICATIONS AND OODES MODIFICATIONS AS SPECIFIED HEREIN 1. ALL WOODS AND WOOD CONS A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4-078 www.abdesigngroup.com AA #: 0003325 h w w w 0 h A A BVSDI''�'. Ae LAT: CREEKSIDE LOT #82 04321.000 XoDzma 4EHB "2605-HAYDEN" RIGHT P GENERAL NOTES 60 MPH EXP. C AJtCHiTECT- STATE OF F:LOFWA 04/03/17 8C 1/4"= ' 0:o: i A R C H I T E C TS 9 =1�7„ 101-011 24"X24"X12" GONG. PAD W/3 - "5 BARS E.W. ON CHAIRS MIN. 3" COVER (2 T1'PJ f — ---I 4 w() DI S L AC. O La GZ)l4 � 41 �3 1/2° D F— EXTEND 10 / SLAB 1 1/2" DI 0' -0" ELEV. 1=1N, CONC. SLAB 1 `4 =1 ■ I z J iC Q L 1' PVC CHASE POR ELEC. TO ISLAND I ■ I 0'-0" ELEV. PIN. CONC. 5LA5 L— — — — — — 20' -4" 3e'-a" 271-10" 4" GONG. SLAB L EXTEND END 01= PVC. CHASE UP 12" ABOVE r _ 13 COND. CONC. PAD (COND � ` B t° D1 / 4" CONC., RE INI=. W/ 6 "xro" Wl_4XW1.4 WWM ON &-MIL POLY- /�/ rz+w 'LENE Y'APOR RETARDER ON WELL -COMPACTED CLEAN ■ PILL TERMITE TREATMENT SHALL BE BORA-CARE ��r. 4" PVC / E CHASE / 24"X24"X12" CONC. / DI PAD 111/3-*5 BARS l ■ T�'P. E.W. ON CHAIRS MIN. 3" COVER 13 3 11'-10" D1 Tv( Ica I SLA5 f d) 65 -51/2" D1 , P TO2 D1=LR ■ II i - �� _4II BOLLARD AS REQ. PER BLDC�. CODE A65 J 3O'X30'X12" GONG. PAD W/3-05 BARS E.W. ON CHAIRS MIN. 3" COVER 24'X24"Xl2" CONC. PAD W/3-*S BARS LLI E.W. ON CHAIRS- ■ ■ ■ ■ ■ O M1N. 3' COVER 4 -'1 1/2 " T = L 1' -41 GONG. SLAB -10" ■ ■ ■ L 7 4 � � �I� 4 ■ II ■ DI-----� 24"X24"X12" CONC. 30"X3011X12" GONG. 5 B PAD W/3-"ARS PAD W/3-S BARS E.W. ON CHAIRS E.W. ON CHAIRS MIN. 3" COVER MIN. 3" COVER (3 TYP.) ■ ■■ ■ a FOUNDATION PLAN \OTES: - YE=Rfl=1 CONpENSER PAD LOCATION W17l4 SITE PLAN - PLOOR ELEVATIONS AT REQUIRED EGRE55 DOOR SHALL MEEt PROVISION OF SECTION R3113.1 01= THE 1:5CR 5TH EDITION (2014) z' VTR 2'I-I/2 1/2" K� 2' I1-1/21 V �>LAV WG_ .31 z �. - >2" VTR UP AV ' LAY z" VTR SHWR 2' CO 51 KITCHEN SINK W/ AUTO VENT A TU15 2' r 2' i 2" VTR i I� -o- TUB Ih� WASI-4ER V SECURE STRAP TO UNIT W/ (2) *Sxl 1/4 5HT MTL SCREWS SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO GONG. GONG. W/ (2)-3A(o`X2" SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD 6 12" PROM STRUCTURE irr1 Ill. nvi�n`v I % L-r�+ar�i� �r�vv. LONGWOOD, FL 32750 PH: 407-7 74-60 78 FAX(: 407-7 74-40 78 www.aigngroup.com AA #�: 0003325 h W 0 w 0 g U A <4 A CREEKSIDE LOT #82 PftonwT# 04321.000 won=- 4EHB "2605—HAYDEN" $ : RIGHT P*amk FOUNDATION FLAN 160 MPH EXP. C MELRDUR E ARCHMECT: STATE OF FLOFI77A LL np �04/03/17 sC 1/4"=1'-0" flu 1 'A t ►RCIll IT ECTS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd esi grtgrou p. co m AA #: 0003325 h W W 0 w 0 g rn W A A ti M C HITECT: STATE OF FLORDA L"fATW 04/03/17 1 91c 1/4 1,_0„' A R C H IT E G TS -------------T I LANAI 8' -8' CLG. L— 3 6 068 S.C�s.D_ DINING ROOM 8'-8" GLCs. I 0 . L— 5 L— 3 3052 -S� (2) 3052-5I4 t 1=CaRES- LIVING ROOM 6-all CLCm. BEDROOM #2 6-all CLG. I I BATH # CLG. I I I I I I I I IIIIIII o � O I� I� II FLEX I I 8'-8" CLa. I I II II i (2) 3052-5I 4 L- 3 PORCH 8'-8" CLG. FOYER a, -all C -G. 306 8 uJ/ 10' TRANS. a 8' - 8" CLG. 16' -0"xrt'-0"0.�4.D. -------------------- L-1 LINTEL SCHEDULE NOTE: T� 4E LINTELS f" TAT' �3E 5U55TITUTED Wi—4 LINTELS 1=RO1' i ANOTHER r-l4NUF=ACTURER A5 LONG= AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN TEE VALUES STATED a 3 w MlTld LINTEL SCHEDULE LINTEL NO. LENGT�4 T,rPE C01""MENT6 L I Irt'-4" 8I=28-15/IT L 2 4'-6" SRP6-05/IT ABV. DOOR A55r=M5LY L 3 1' - 6' 81=16 -154T L4 - - L 5 4'-6" 81=16-054T 1441 N. RONALD REAGAN l3LVID. LONGOOD, FL 32750 PH: 4fl7-774-6078 FAX: 407-774,4078 .abdesigngroup.com AA #: 0003325 h w �W w 0 h 0. U w A 4 StTBtir . a 1.071: CREEKSIDE LOT #82 F'ROJMCT# 04321.000 Holm.: 4EHB "2005-HAYDEN" GAR&AM BWnq y: RIGHT PAIR: LINTEL SCHEDULE 160 MPH EXP. C MELBOURNE (CAST—CRETE) ARCHffECT� STATE OF FLOF DA LL Loo2samIrl 04/03/17 RAM 9C - 1/4"=1'—O" 1 13 A R C M IT E C TS SAFE LCI\::) T745LES FOR CsRAVITY, UPLIFT a LATERAL LOADS 8" PRECAST a PRESTRESSED U-LINtELS 4^w"C4441" F,,, A V 17 � 1 TAPE LENGTH 81�8 SF8-05 81=12-05 81=16-0 20-0 24-0 28-0 32-m 8F8-15 SF12-15 8F16-15 81=20-15 8F24-15 8:26-15 W32-15 2' -10" (34") PRECAST 2302 316ro 4413 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 3' -6 " (42") PRECAST 2302 3138 3371 4689 6001 -7315 8630 9941 3166 44-�3 60313 1526 9004 10412 11936 4'-0" (45") PREGA5T 2029 2325 2496 346-1 4438 5410 6384 rt358 2646 44-t3 6039 1526 9004 10412 11936 4'-(o" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 21-10 4021 6039 rt526 9004 104-12 9668 5' -4" (64") PRECAST 1184 1223 1301 1809 231'1 2826 3336 3846 1665 2889 5057 6096 5400 6424 1450 5'-10"(10") PRECAST 972 1000 105g 1414 1889 2304 2121 3131 1459 2464 4144 5456 4437 5280 6122 6' -6 ° (-i8") PRECAST 93-� 125E 2101 3263 2rt46 3358 39�1 4585 1255 2101 3396 5260 -1134 Sg95 6890 �'-(o" (90°)PRECAST 7b7 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 504-1 9'-4" (112") PRECAST 573 (032 1049 1469 1210 1482 1�54 2027 768 1212 181E 2544 3469 4030 3121 10'-6"(126") PRECAST 456 452 802 1125 915 1122 1325 153E 658 102E 1514 2081 2114 3130 2404 11'-4" (13(o") PRECAST 445 598 935 1365 1554 2355 1-193 20rt5 598 935 1365 1854 2441 3155 4044 12' -�" (144") PRECAST 414 545 864 1254 1689 20rt4 15rt0 I818 555 864 1254 1693 2211 2832 3590 13'-4° C(o0") PRECAST 3(o2 42-1 126 1028 1331 1635 1224 1418 465 748 10rtro 1438 1855 2343 2920 I4'-°(1(08") PRECAST 338 381 (0/-S 919 1190 1462 ioF 1260 455 700 1003 1335 1714 2153 2666 14'-8" Clrt6") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3155 31(o5 l5'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 6g5 1250 185E 2310 2890 3410 1-i' -4" (208") PRESTRESSED '� .R. NR NR NR NR NR NR NR 310 530 950 1400 1 1500 2200 2600 1 9' -4" (232") PRESTRESSED R NR NR NR NR NR NR 240 240 400 750 1090 1400 1120 2030 21'-4" (256 ")PRESTRESSEDR N.R.R NR NR NR NR NR NR 153 330 610 940 1340 1750 2110 221-0"(264")PRESTRESSED "R" NR NR NR NR NR NR NR 160 300 570 1 8�0 1250 1660 1910 24'-O'(288") PRESTRESSED N.R• \R \R NR NR NR NR NR 130 240 470 rt20 1030 1350 1 1610 M4TERiAL=5 1. f'c precast Iintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psf w/ maximum 3/5" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = IWO psi. 5. rebar provided in precast lintel per ,45TM A615 GR&O Field rebar per .45T1" i A615 C;R40 or GR&O. 6. Prestressing strand per A5TM ,4416 grade 2-TO low relaxation. 1. 1 /32 wire per A5TM A510. S. Mortar per A5TM C210 type M or 5. 8" PRECAST 4 PRE5TRE55ED U-L iNTELS CAZT-RQW L�FL IFT LATERAL 1- T�=rz 8=8-1 BF -IT 5F16-IT 81=20-IT 24-IT 81=28-IT 8=32-1t SU8 OP8 8-2 12-2T Iro-2T 20-2 24-2 28-2 81=32-2T T-10" (3411) PRECAST 2727 25rt8 4101 5332 6569 -Tall 9055 2021 2021 2727 2154 3981 5190 640-t 1630 555-1 3'-(0" (42") PRECAST 2165 2259 3260 4231 5219 6204 1192 125� 125rt 2165 2215 316E 4125 5091 6O61 1030 4'-�" (48°) PRECAST ISrtB 1989 2532 3680 4532 538rt 6245 938 938 18-15 1925 2150 3583 4422 5264 6110 PRECAST 1660 1-162 2EZI 3251 4010 416-1 5525 -721 121 1660 1-105 2435 3171 3913 4658 5406 5' -4" ((o4") PRECAST 1393,, 1393 1484 1431 2110 1 2050 2-141 2670 3315 3293 4010 3920 4648 4549 505 505 5'-10"(-1Q)") PRECAST 121201 1351 1930 2505 3084 3665 4241 418 418 1212 1315 i615 2441 3010 3583 4151 (0 0" (-18") PRECAST 1141« 1200 Irt33 2250 2rt69 3290 3812 101 55-1 1141 1162 1684 2192 2103 3216 3132 1'-6" (90") PRECAST 959« 912 1415 1914 2354 219-1 3240 591 (051 990 1029 1466 1 190-t 2351 219-1 3245 9' -4" (112 ") PRECAST 801 r 612 980 1269 1560 1552 2144 454 (030 501 155 1192 1550 1910 22-71 2634 10' -(o "(12& ") PRECAST -ties 498 193 1021 1261 1496 1-131 39(o 493 -116 611 1039 1389 1111 2034 2358 I1' -4" (136") PRECAST 666* 439 696 899 1104 1309 151E 363 556 6(26 535 905 1295 1595 1896 2198 12' - 0" (144") PRECA5T 60-11, 400 631 816 1001 1186 1312 340 4c34 631 486 515 1209 1514 Meg 2086 13' -4" 0&0") PRECAST 500* 340 532 686 841 g9rt 1153 302 398 513 409 682 1004 1361 1631 189rt 14' - "(I(o8") PR'EGAET 458* 316 493 635 118 922 1065 286 360 548 318 629 922 1254 156-i 1816 14' -S" C I-ira") E'RE5TRE5SEp 243 295 459 B, 124 65-i 990 N.R. 35-1 243 352 _ 582 ' : i156 � �..=„.6rt� 1491 1142 (184') PRESTRESSED 228 2rt8 430 801 925 32-1 228 329 542 -191 10-12 1351 161(o 1�'-4" C208")PREStRE55EDN.R. 188 236 361 464 56rt 6rt0 �14 255 155 2-T6 449 649 514 1121 1359 11B'-4" (232") PRESTRESSED 165 201 313 401 490 5rt8 66rt N.R. 204 165 239 353 550 13,'o 940 1160 21'-4" C256")PRESTRESSED 145 186 2-i8 356 433 512 590 N.R. 1�2 142 212 336 41rt 635 50-1 993 22'-O"(264")PRE57RE5SED 140 180 268 343 418 493 568 R 1(01 131 205 322 451 60-t 1rt1 941 24'-0"(285') PRESTRESSED 121 165 244 312 380 44-1 515 13 5 124 156 290 405 538 650 533 C� N RAC NOT 5 *REDUCE VALUE 5Y 2596 FOR GRAIDE 40 FIELD RE5AR SII PREGA5T 1/ 2" RECE55 DOOR U-LiNTFLS 4C^Wr-N14C^"* GRANiT`' -1111.P �-ENGTi--I 8RU&16R DR56-0 9WIO-05 8R-14-05 Si=18-05 8W22-0 8i�F26-0 6W30-05 =6-15 8WIO-15 OW14-15 OW18-15 8W22-15 Si�26-15 SW30-15 4'-4` (52 ") PRECAST 1489 1591 1521 3053 3412 2982 4952 3954 6412 4929 le4-1 5904 9416 (0860 10518 4' -(o" (54") PRECAST 135-T 1449 2152 2114 3600 448rt 53,15 6264 1102 3412 4982 64-12 1941 9416 10515 5'-S" (68")PRECAST -155 832 1602 1550 2058 2566 3015 358E 1153 2162 4014 6412 (0516 5514 6839 5'-10" C�0") PRECAST 135 -i-t9 1500 1449 1924 2400 28-16 3352 1103 2051 3511 6412 6516 5450 6411 (0'-8" (SO")PRECAST 822 90rt 161rt 2933 25-16 3223 35-12 4522 90-i 161-t 2933 4100 6130 1511-t 6-10-1 �'-(° (90")PRECAST 665 161 764 13rtrt 13-T-1 2252 2329 1958 3609 2451 5492 2944 6624 3439 5132 `�' -8" (116 ") PRECAST 3rt1 420 834 1253 1 1011 1342 1614 1886 535 928 14SI 21i9 2618 359E 28-i5 S" FREGA5T LJ/ 2" REGE55 DOOR U-LiNTF-L5 <AZT-4cwn Uf=L= FT ATE RA -r.T f=E LENGTH 81;F1=6-1T 8R>=6-2T SR1=10-IT 810=10-2T 8W14-1t 5S�=14-2T SfiO=18-IT 856=18-2T 8R=22-IT 8S6=22-2T S0=26-IT SRF26-2 8R1=30-17 SR=30-2 SRU 8RF6 4'-4" (52") PREC,45T 1244 15-13 2413 3260 4112 4961 55 82 932 932 1244 1519 2339 31-10 4005 4850 5696 4'-(0" (54") PRECAST IiS2 1501 2311 3121 3BYt 4rt56 55rt1 853 853 1192 1455 2240 3036 3831 4643 5453 5'-8" ((08"%PRECAST 924* 1112 Irt95 2423 3055 3689 432E 501 501 924 1132 1141 235-1 29-18 3603 4230 5'- 10 ° (7 0") PRECAST 896 s 1135 1-142 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 349-t 4106 (o' -8" (SO") PRECAST 1,18 882 1513 2042 2573 3101 3642 830 1100 1rt8 956 1468 1981 2509 3035 3563 -i' -(o ° (90") PRECAST 688 69rt 132E 1810 2280 2153 322-i rt10 941 688 849 1302 1162 2225 2690 315I 9'-S" (11(o") PREGA5T 5334- 433 508 1123 1413 1104 1995 516 614 533 52-1 1009 1369 1-128 2088 2450 TAPE :DS f G;NAT I ON F = FILLED UJiTH GROUT / U = UNFILLED QUANTITY OPOS RE5AR AT BOTTOM OF LINTEL CAVITY c5f=l�? � 15/1T NOMINAL UUIDTI-I -� L QUANTITY OF O5 NOMINAL RE5AR AT TOP 5AFE LOAD TA5LE NOTE5 1. Provide full mortar head and bed joints. 2. Shore filled lintels as requireo. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels h are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/36O vertical deflection, except lintels 111-4" and longer with a nominal height of 8' meet or exceed L/180. go- Bottom field added rebar to be located at the bottom of the lintel cavity. rt, 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. S. Cast -fin -place concrete may be provider, in composite lintel "I lieu of concrete masonry units. 9. safe load ratings based on rational des"gn analysis per ACi 315 and ACi 530 «REDUCE VALUE 13Y 1551. FOfR GRADE 40 F ELD RE57R 4 ° f Qa e� a . d 4 O � -5/8' ACTUAL �05 RE5AR AT TOP --�, MD IN. (1) REQ' l 1-1/2" CLEAR c.M.u. -GROUT *5 RE5AR AT 50TTOM OF LINTEL CAVITY 5 OTTOM REINFORCING PROVIDED iN LiNTEL 8" NOMINAL WIDTH (VARIES) I. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 2090 if bearing length is less than 6-1/2". Safe loads for all recessed Iintels based on 8" 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 *rl 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 resisting moment and shear at d-away from the face o, support. 8. For composite lintel heights not shown, use safe load from next lower height. cj. All safe loads in units of pounds per linear foot. Desgni r I ®�f4Inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 W 0 w �i A A 00 8TU117WIV. ae LOm1*. CREEKSIDE LOT #82 PROn=T'# 04321. 000 NOD= 4EHD "2605-HAYDEN" //�� i�1 RI 8WZX i RIGHT PALM SAFE LOAD TABLES 160 MPH EXP. C (CAST- CRETE) ARCHffECT: STATE OF FLEA DAT 04/03/1'7 8C 1/4"=1'-®„ A R C W I T E C T S =�r 01 2 7- 1 - — 6 "X6 " P.T. =05T 7 (2 TYP.) LANAI a' -all Cam. COND. TT Iml i 0_ __ 6068 S.��D. (2) 3052-54 3052-S4 EGRESS DINING �, _ LIVING ROOM ROOM BEDROOM #2 -8' CLG. 6l 8'-8' CLG. CO'-8" 8'CLG_ W 10"-10" 5'- r 3'-411 9 _C Im �9 � o •i i � �0 II r a II KITCHEN a'-8" cLG. 2-8 - r o1 4x4 \��i��11 r1■r�l q� REF —b36 -I G. ARCH V. all all 4'-011 II B FLEA 8 -8 GLC.- I i - FOYER I �' 8'-8" CLG. II. m 3068 W/ � �, loll TRANS. 3068 W/G.I IV. loll TRANS. (2) 3052 - 51H MT. WALL W/ CAP wH STOR. SLOPED GLG. STAIR DATA 16 RISERS tv I.54" 15 TREADS e loll +1" NOSING BOLLARD AS REQ. PER BLDG. CODE GARAGE -v" I -0 I BLK. COL. TO PORCH ------------ ----= /I =4 10'-0' I'-4" '-4" I'-.4 EXTERIOR MASONRY WALL BRG. HEIGHTS BRCS. LOAD BRG. WALL UN-O. ON PLANS SQ.FT. CAM'S 15T FLR LIVING 1104 SQ. FT. 2ND PLR. LIVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 431 $0. t=T. PORCI4 III SQ. FT. 3153 50. PT. GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN GAtAGORYf SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP' ICE BARRIER UNDERTLAYMENt REQUIREDh FLOOD 4�AZARDS g AIR 1=REEZING INDEX' MEAN ANUAL tI=MPI SPEEp (MPH) TOPOGRAPIHIC EFFECTSk WEATHERING° FROST LINE DEPTI-4k' tERMITE NA 160 C NA NEGLIGABLE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX 1=OR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITI-4 SECTION 1=5C R302.e.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SMALL BE IN ACCORDANCE WITH SECTION 1=5C R302.10.1 THROUGI-4 F5C R302.10.5 FIRST FLOOR COMPONENT AND CLADDING WILD LOADS BASIC WIND EWOSURE FOR 3 SECOND (LUSTS OPENNGS SOUNEzow 160 MPH WIND (Null) RBOM RV TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IS 5 33/-43 DR. MIN. CRITERIA Six.D. MIN. 41 5 31/-35 CRITERIA 16010 0.1-4.D. 112 5 2g/-35 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5th EDITION (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 0710$/15 ?'LaN NOT;::: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERF r CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FI5ERGLA55 DOOR W/ TRANSOM (SINGLE ASSEMBLY) -20 MIN. FIRE RATED DOOR t0 BE EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R302.5.1 OF THE FBCR 57I-4 EDITION (2014) DBL. TOP PLATE BAR DETAIL SCALE: 1/2"=1'-0" CAIRCH LLF41 N. IKVIV ALU KtAVaIAN GLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w W GO 0 g w a h A a a xW01: CREEKSIDE LOT #82 FMO041.000 NOD 4EHB "2665-HAYDEN" G SWENG: RIGHT P/ GID FIRST FLOOR PLAN 160 MPH EXP. C MELMURNE ARCHfTECT- S7rATE O'F FLORDA �p 04/03/17 sc 1/4"=V-0" A R C W I T E C T S /7� /7� 1 2 ' - o " 2 ' - -4 " ''}' - a " I I ' - 1 0 " - 1 o 11 v 12'=10" 3052 - SI4 (2) 3052-5a 4 3052 - SH EGRESS 4X4 i=OST I 4X4 POST J I W.I.C.17 1 � BDRM. #5 _ BDRM. #4 1 LOFT 1 8'-0° CLG. >° � S'-0" CLG. GNASE 8'-0' CLCs. _ BATH WC. II'-all2'- ll - BATH- 8'-0" CL6.F T=-1 UC�) J = `� 42' H. HALF � '8 -A -" I.1AUN. WALL W/ GAP __ LAV. LAV_ 4 0 12'=0 T'=10" 8'-0 - CLG- _ OFT. OPT. I II D. W. -IL--- - Q 'Q W.I. C - , 1� O-0' CLC�.r STAIR DATA I� 16 RISERS rt54I, WC . 15 TREADS 6 10' +1" NOSING* 22X3ro ATTIC, =10" m �'_�" ACCESS 0. ATH CHASE cLG. OWNER'S SUITE BDRM. # I a° 8'-0" CLG. V-0" CLG. I� DBL I STUD I in %5 4Xro f=oST SP ' 4x(o = I - W.I.1. 1 -0" cLc. 2040-e4 4 3052-5H 3052-51-4 TEMP. EGxREss EGRE ss j a'-0" 13'-a" IS'-0" 21'-3° SECOND FLOOR PLAN NOTE= 2-8 LOUV. DOOR WI AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE HANDRAIL 6 36' UJ/ 2X4 RE-INFOR rHE CLEAR SPACE BETUUEEN tHE HANDRAIL AND THE LUALL SHALL BE NO LESS THAN 1 1/2" AS PER FBCR R3111.5.2 NOTE: I. HANDRAIL5 SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAL-IETER OF 14"± 2" OR A NONCIRCULAR CRO55 5ECT10N wiTH A PERM" IETER D Ii"IENSION OF AT LEAST 4" BUT NOT f" IOR:E THAN 6 1/4" AND A LARGEST CROSS SECTION DI1"IENSION NOT EXCEEDING 2 1/4". EDGES SMALL HAVE A 1" fINII'" fUl,1 RADIUS OF 1/5". 2. THIS RAILING S1'5TE1l 15 DESIGN TO RE515T A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 fi=OUNDS APPLIED IN AN1' DIRECTION AT THE TOP OF SUCH 5 ARRIERS AT AN1r LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE I" IAXI1" IUr i STRESSES- PER SECTION 160-1.5.1 / F.B.G. 2014 B HANDRAIL DETAIL SCALE. 3/4" =1' -0" / 42" H. 14A:LF WALL W/ GAP All� SECURE TREADS TO STRINGER—, (2) LAYERS OF 3/4' PLYWOO 3/4' T 4G SUB FLOOR W/l3J"8 3 SCREWS * EA OR (2) LAYERS Cr- 3/4 SU5 GLUED s SOWED STRINCxER, UNTI4READ5D SHANK FLOOR MATERIAL RIPS FOR PER FASTENER TO EXTEND 5EYOND THICKNESS SOLID NAILING SGI 4EDU1-E OF SU5-FLOOR SHEATHING 10' - 0 3/4" 2ND FIN. 1=LR. 25 IRLISSES i' NOTE: 42" H. 1/2 -. 3/4 KICK- - STAIRS RISERS TO CONFORI'? TO F5GR 5TH WALL W/ CAP M I" Ax. PLATE � / EDITION (2014) STAIR DATA: MIN. TREAD=10' MAX. RISER=rt 3/4' 3/16' NOSINCs I&R 'w -1.✓4' MAX. VARIATION IN RISERa/1'i�ADS O TO EAC�4 OTHER -3/8"MAX. 15I MIN. IN VARIATION ANY RISER TREAD HANDRAIL 10 + 1 NOSING r CIRCULAR CROSS SECTION DIA. TO 5E 1 3/4' +-I/4' OR PROVIDE EQUIVALENT STO". GRASPA5ILITY WINDERS- MIN. &' WIDE +� / NARROW END MIN. I1 WIDTH a 12 FROM u NARROW END 34' MIN. HANDRAIL HGT. z z - -- -2x12 SYP STRINGER REINFORCED W/2X4 SPF W/GONT. 5EAD OF NOTE: z SU5-FLOOR A )HESIVE }ENCLOSED ACCESS15LE SPACE UNDER uLu FL-400 OR SIMILARE tv STAIRS SMALL +4AvE WALLS, UNDER STAIR EA FIORIZONTAL RUN SURFACE AND ANY SOFFITS PROTECTED ON -- / TL4E ENCLOSED SIDE WIT" 1/2" GYPSUM � ---- -- -- / ! �— 2 X 4 RE-INFORGINCx BOARDS_ FRCR 302 * ! a EA. 2 X 12 STRINGER / SECURE W/12d h"-8" O.C_ / 2X4 ATTACHED W/ 1md MASONRY NAILS A 2X4 F.T. SLEEPER INTO SLAB WITHIN 8' OF EACIH END, 32' O.G. MAX. .L4V41. 14. RVIVHLV r1LMUM1V OLV V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwabdesigogroup.co vrm AA #: 0003325 ti W W w 0 h 4, w A A 8%mDrv. a =%%. CREEKSIDE LOT #82 P1�0 04321.000 4EHB "2605-HAYDEN" RIGHT PAQ& SECOND FLOOR PLAN 160 MPH EXP. C BREVARD ARCHITECT - STATE OF FLORIDA 04/03/17 SST 7/8' THICK, 3 COAT CEMENT PLA5t1=R OAR GRADI= 'D' MLT PAPI=R BACK METAL LATH\ OVER APPROVEID HOUSE WRAP OR GRADE "D" i=1=Lt PAPER 4'x4' GALV. 'L"-TYPE 1=LASHING SET IN ROOFING CEMI=Nt 1=I5ERGLASS SHINGLES OVr=R *30 - _ 2xro LEDGER SECURED FELT PAPER ON 7/16' O.S.B. W/ 114' x 4" LAG BOLT 514EATHING OR 1/2' CDX LU/ 2' DIA. WASHER i PLYWOOD SECURED PER 24' O.C. MAX NAILING SCHEDULE LSU-26 12 2x6 RA1=tER5 -- t8'-8' 15RG. HGT. LUS26 W/ (4) 10d's TO L1EDGER AND (2) 10d's t0 2x6 JOIST 2X6 LEDGER W/ 1/2'x8' THREADED ROD 32" O.C. 11 ; MAX. SET IN SIMPSON HIGH STR1=NGTp EXPDXY 6' MIN EMBED. I/2'THICK, 2 COAT CEMENT — PLASTER APPLIED DIRECTLY TO MASONRY R O O F Ca-) SeGoD. SHINGLE ROOP I=YPON I ro "X48" DEGORATI VE SHUTTER OR EQUIVALENT IS' -0 3/4' 2ND 1=LR. BRG. HGT. P1'f'ON EQU 1 VALENT r� II 10'-0 3/4" 2ND P1N. PLR., BRG. roll RAISED BAND (T"rfm.) 4' RA 15ED BAND (T`fm.) 8' RA 1 SED HAND (T-T-P.) - - 0' -0' PIN. 1=LR. 4 — 18'-0 3/4' 2ND 1=LR.111h BRG. HGT. 10'-0 3/4" 2ND PIN. FLR.;-� 8'-8' 5R3. 0'-0' PIN. 12 16 ro I,- '=-11 011 ca ]ELEVATION TEXTURED FINISH OFF- RIDGE VENT OFF RIDGE VENT L READ LEVATION TEXTURED =IN15H OL +/-2-[' --I 1/411 BRG. HGT. AREA OF ATTIC = 1585 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 1585 /300 5.28 PYPON Iro "X48, VENTILATION AREA X SQ. INCHES PER FT. (144) - 760.860.8 SQ. IN. DECORATIVE MIN. REQUIRED VENTILATION = .5X 760.8 SHUTTER OR I N UPP ER PORTION 0 F ATTIC EQUIVALENT = 380.4 SQ. IN. ro' RAISED OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT BAND - 380.4 /115 TOTAL # OF VENTS REQUIRED - 3.30783 TOTAL# OF VENTS PROVIDED = 4 *AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) _ 18'-0 3/4" 2ND I=LR BRG. HGT`- PYPON I6 "X62' DECORATIVE SHUTTER OR EQUIVALENT 4" RAISED BAND 10'-0 3/4' 2ND PIN. 1=LR. 8' - 8" RRG. HGT. ro" RAISED BAND III 11" OPT. COACH LIGHT 11 `4 0' -0" 1=1N. PLR. CL 18'-0 3/4" 2ND PLR. BRG. HGT. 1=01l I0'-0 3/4' 2ND 1=1N. 1=LR 8'-5" BRG. HGT. 0' -0' PIN. PLR ARCHITECTS DtOisn Gronc. 1LN.,RONALD REAGOODLj FL 32707es: ti w a W 0 h A h A BZ.TBDIV. die EST: CREEKSIDE LOT #82 F''mo'r T 04321.000 BWa= 4EHB "2605-HAYDEN" GARAGE SWUM: RIGHT P & FRONT & REAR ELEVATIONS 160 MPH EXP. C 1MELBOURNE ARCHITECT. STATE OF FLOE DA l 04 /03/1'7 DC 1/4"=1'-0" Lwr 4 D A R C K IT E C T S 1�IGHT ELEVATION TEXTURED FINISH LEFT ]E';.EVAlIOl TEXTURED FINISH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W C W W 0 U cn W A H A Strimr . a LOT: CREEKSIDE LOT #82 PIWJRCT# 04321.000 KODBMIC 4EHB "2005—HAYDEN" G&ARAOR RIGHT QM LEFT & ]EIGHT ELEVATIONS 160 MPH EXP. c MELBOURNELmmoof DATW 04/03/17 SC 1/4"=V-0" SEEM= ARGIL IT E C T 5 14. TY] 14B wA3 T FRONT ELEVA'lION REAR ELEVATION 4E=474NG; 70 LAP =R,41"iE 70 G,45LE �)NNECTfON 12" 1''TIN NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. 1441 N. RONALD REAGAN BLVD. LONGOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h W W W 0 U cn A Im NEW SUBEMV. & LOT: CREEKSIDE LOT #82 p�Or�T� 04321. 000 ac0z"m 4EHB "2005—HAYDEN" G#JRAGR 8 WIN RIGHT PA►CS: WALL ASSEMBLY 160 MPH EXP. C MELBOURNE ARCHITECT: STATE OF FLORA Dt04/03/17 8C 1/4"=1'-0" om A R C H IT E C TS RIGHT ELEVATION LEFT ELEVATION NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W 0 U W I. 0 h U W A h A h svmiDrv. a WT: CREEKSIDE LOT #82 04321.000 DWID r,. 4EHB "2605-HAYDEN" C;Aa%AOZ 3 WZZM: RIGHT F!►iGM- WALL ASSEMBLY 160 MPH EXP. C IVtELBOURNE ARCHITECT: STATE OF FLOFUDA err P w DATEk 164/03/17 Sc1/4"=1'-0" 5 T-'N " 1 Li FIRE DRA>=T STOP 3/4" "� FLOC PRE-ENG. FLR. TRUS& ELEV. VIEW 2X4 NAILER FOR DRAFT STOP i PRE-=—NG. =LR. JOISTS 3/4" PLYWOOD Dp2AFT STOP L {=RE -EN . FLR. JOISTS 2X4 NAILER FOR DRAF'1 STOP 3/4' PL*l'WOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS (2) 2XI2 BM. TO- 6X6 POST MSTA-24 POST TO SLAB A5U66 (T'rf=. 2) LQ � 4BJ I 11 5,i d w n y \L/ 1 1i-I� I FRAM:NG 'CLAN RANE'r 09/30/I5 i= LL ARCRITECTS ��_ G2tsOn L1441N.ALD REAGAN BLVD.00D, FL 32750 07-774.607807-774-4078 signgroup.com#: 0003325 w W w 0 w A ti A F; SUBEKV. ai: wti CREEKSIDE LOT #82 pBOz# 04321.000 MODS 4EHB "2005-HAYDEN" aR SWUM: MIGHT P,A 4 FRAMING PLAN 60 IPK EF C-RANEY .I: a rI-mzklm�; „, ;. WNW _ _"_ 4 0 3 1'7 DAM 91C1/4"=1,_O" � YY ARCHITECTS �"CxONAL� r-O7-, 50TTOT l )= f 4GONALe FOF, 50TT t-I eR4CING /,z) M,4iC. 20'-0" EF, CING 0�0 1"LAX, 20'-0" O.C. TRUSS TO 4X4 POST TRUSS TO 4X4 POST m ,n W/(2) � 41"S-20 LU/(2) 14TS-20 `POST TO SLAB I-4TT-4 POST TO SLAB ITT-4 cn BJI � 0 `r IN II Ilm IID Ilr It II III BJI BJ III II \ a � J3 ell BJ5 = — J5 II II II II II II II III �I II II II II II III II II II II �I � III III II i�� II II II II II II II II II II II III II I _ �IDc,� II II _ II it _ II III BJ3 BJ 1 " fQ � m TRUSS TO (2) 13/4" X -TY4" 1.91 L VL 14DR W/ (2) �4TS-20, DBL. STUDS TO BLK W/ (2) 1"I5TA-24 m EA. END r 111 — A%o II II �I III l[ ff II [If 22'X36 ° — ATTIC w ACCESS Q — II v4 f ll[ `='2I - Vl E302 TRUSS TO 4X6 POST ---" BJI LU/ VGT 4 44D- B POST TO BLK 4 4TT-4 uj ROOF FRAMING PLAN RANE1' 09/30/15 TRUSS TO 4X6 POST" W/ VGT A a 4D18 POST TO BLK a 4TT-4 �r� n 1441 N. RONALD REAGA�1 BLVD. LONGWO`OD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.aWesigngroup.com AA #: 00`D3325 h W W w 0 h �a A a grUDEnY. die w%%. CREEKSIDE LOT #82 PROa= T# 04321.000 KODRU 4EHB "2605-HAYDEN" GARAnS sue: RIGHT PAC& ROOF FRAMING PLAN QO�Dg FYP C-RANEY Ar�iTECT STATE OF R-0f 4 Dp N4/03/17 8C 1/44"-1'-O" 8"T 7 D A R C M I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrowp.com L AA #: 0003325 h W W W 0 h 0. CQ W A ti A 56 CREEKSIDE LOT #32 P]moJmclr# 04321.000 as+oDZM'a 4EHB "2605—HAYDENJ' GAMACE M W U4 RIGHT PAG►8: CONNECTOR SCHEDULE 60 MPH EV. C-RANEY ARCHITECT STATE OF FLORIDA DA TM 4/03/17 8C • 1/4"=1'-0" 7. 1 h A R C H IT E C T S ELECTRICAL LEGEND 5Yt-150L DEFINITION I NOTES 125v OLTLI=t 20 AMF SNJGLE POLE IIOV OUTLET llov OUTLI=t wlt D T S TC44OUT TO SWftG4-I //%�� IIOv OUTLI=t wlCsTA FOUL wi INTER;EQUIPED INtERUF'tER CTAMf'!=R RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WRF'RaOF ATE r-AULT Cxl OUTLET ININ PTER SWITCI-4 SWITCH I 3-11JAY OPER. ID4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILINGS LICxI-4T VP VAPOR PROOF \oil cow", RECESSED CAN WALL SCONCE PliE-WIRED VENT. FAN I CFM PER Sa FT. VENT. FAN WILI6vI4t I cFM PER Sa =I'. v FIxPURE �SPEc'S TBD BY BINLDER) 4l=_ FLUORESCENT 2-BULB WRAP i 1r_i 1+ AROUND )-- _ =( 1 2' FLUORESCENT = _ _ =( 1 4' FLUORESCENT 4' TRAGIC L ICsHT © I PANEL METER OSMOKE DE71=CtOR ®OTT. BACK-UP S D. V HARDWISE SD. WALL MOUNTED GATT. BACK-UP SMOKE DETECTOR W! HAYWIRE CARBON MONOXIDE SMOKE DETECTOR INTER -CONNECTED 5/CO SHALL BE A DISTANCE of NOT LESS THEN 4' PENDANT LICxNT NATURAL GAS OUTLET . TELEPPONE JACK L4 WATER 1_IEAMR To BE ELEyAT1=D DISCONNECT MIN. 18' AFF. A/G A qr_ AIR. CONDITIONING: DISCONNECT ETELEVISION JACK CEILING BOX REQUIRE TO BE SUPPORTED IN O J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR TO 5E SUPPORTED IN CEILING FAN/LIGPT ACCORDANCE W/ BOX MARKED AS SUCH FOR FLOOD LIGHT OFT. 5ECURITY KEYPAD P19. PUSH-BUTTON FOR CHIMES USB PORT LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO 5E VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HA51TA5LE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF E5CR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GPI 19 ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL 5ATHR00M EXHAUST FAN TO HAVE MIN_ CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 F5CR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL 5E NON METALLIC CA5LE PER ELECTRICAL PROVISIONS OF F5CR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH ED (2014)_ ALL LAMPS SHALL 5E SELECTED 5Y 5UILDER AND l596OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.5.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014. 5th EDITION R404.1 OUTLET FOR VENT OR MICRO aFI 13 P.B. FOR CIHIMEa� PORCH3 PORCH FIRST FLOOR ELECTRICAL OPT. COACH LIGHT PLAN METER FIELD VERIFY LOC. PROVIDE SQ-D "00" PANEL LOAD CENTER OR EQUAL. SERVICE 120/24OV, 1PH, 3W MINIMUM BREAKER AIC 10K BUS RATING:200 AMP LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE cKrs LOAD DESCRIPTION BKR WIRE SIZE 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 20 GFCI 12 13 14 12 20 DISH WASHER DISPOSAL 20 12 1516 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 23 24 12 15 AFCI OWNER'S SUITE LIGHTS AND RECEPTACLES BDRM. #2 LIGHTS AND RECEPTACLES 15 AFCI 14 25 26 14 15 AFCI BDRM. #3 UGHTS AND RECEPTACLES BDRM. #4/LOFTS LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 15 IRRIGATION CONTROLS ONLY BDRM. #5 LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFCI BDRM. #6/LOFTS LIGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 31 32 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES ZEX 20 AFCI 12 33 34 SPARE SPARE 35 36 SPARE SPARE 37 38 SPARE SPARE 39140 SPARE NOTES: A. CONFIRM BREAKER AND WIRE SIZES WITH EQUIPMENT PROVIDED. B. WIRE 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 MULIIWIRE 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 & 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. ISO Atml= ELECTRICAL. R�5ER NOT TO SGALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS 5I-4ALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014), LOCAL CODES, AND ALL LOCAL POWER COMPANY REaUIREMENTS. 5. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDAR-T-- ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE 002) HOUSE PLAN:4EHB HAYDEN MODEL LOAD INFORMATION VA 2601 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT 7803 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 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REFRIGERATOR 1200 SUBTOTAL OF GENERAL LOAD 38203 FIRST LO KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 28203 VA x .4 11282 TOTAL NET GENERAL LOAD 21282 3.5 TON HEAT PUMP (W/ 5KW EMERGENCY HEAT STRIP) 21 AMP x 240 VA= 3.5 TON COOLING SYSTEM 40 AMP x 240 VA= + 9600 NET GENERAL LOAD 21282 NET TOTAL HVAC 9600 TOTAL LOAD 30882 CALCULATED LOAD FOR SERVICE 30882 VA/240 V= 129 AMP 150 AMP SERVICE *WORST CASE SCENARIO - HIGHEST HVAC LOAD USED FOR CALCULATIONS.* NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA m 100%, REMAINDER a 35% NET LOAD: 6 ,S4'B VA RANGE: 12,000 6 -10% 8,400 V1 DRYER: 5,000 a 10% 3500 VA TOTAL 18,841a VA NEUTRAL AAPACITY: 18,48-B / 240 = -18 A 02 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3+'2/0 CU, THLLN - 106 CU IN 2" CONDUIT OR 3 04/0 AL, THWN + 106 CU IN 2 CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT 6 OVERHANG.) COM51ti,47ON SERVICE DISGO�ti=C SWITCH AND M ELEC-RIC "ETER IN NET" IA 3R ENCLOSURE 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 50NDING TER1 iINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL C45LE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 +'4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). 5/8'' DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W 0 W O E En A mom CREEKSIDE LOT #82 MOD= 4EHB "2605-HAYDEN RIGHT PAGO FIRST FLOOR ELECTRICAL P LAN 160 MPH EXP. C 10 JAM :lf' Y L 8CA& 1 /4" =1' — 0" A R C H IT E C T5 •1 N. RONALD REAGA]BLVD.LONGWOOD, FL 327PH: 407-774.607FAX: 407-774-407www.abdesigngroup. AA #: 0003325 W W 0 v W Is 0 h 0. A h A BVIM 1�". aWT: CREEKSIDE LOT #82 PRon=T# 04321.. 000 movau 4EHB "2005-HAYDEN" GAMAZZ sue: RIGHT "AfflCOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C I DINING LIVING 12' ROOM ROOM BEDROOM #2 (on (on lOx4a) 1OX(O 120 CFM 120 CI=M 4, 12 x8 -- IOx6 PA55 0 120 CFr 1 THRU ; IOX6 '� ° _ _ 120 CFM - - - -T I50 8X4 CFM I 45 CFM 0 � 5 k�4 I ° -I- TCHEN BATH 2 12 STOR. 0 IOX( 411 10XF 120 GFM 6X4 145 CFM i FLEX 10ll `, 12X8 GARAGE .� PASS c<� I THRU FOYER u I I PORCH ----- - ---- L------ HA1'DEN EQUFP IENT 5C141=DULE 4 TONS mF=G CARRIER Cu F:RST FLOOR HVAC LAY PLAN AHU FV45 CN5006 }-TEAT 5GUU SEER 15B SEER TOTAL CAP 41000 ELECTRIC 208/230/1f=H BRKR CLl 40 A-IU 35 REF LINE5 1/8" 4 3/81 ti w w w Q h G A h A SZ.TSmv. a L01%. CREEKSIDE LOT #82 04321.000 m0 4EHB "2005-HAYDEN" RIGHT PAC& FIRST FLOOR HVAC PLAN MELBOURNE BATH #3 I SECOND FLOOR HVAC BATH #4 LAYOUT PLAN h W 0 G W Q h U A A LWNW W� km -sumaxY. & LOT: CREEKSIDE LOT #32 Fmo 04321.000 aeon=: 4EHB "2005-HAYDEN" GAVLOAM sue: RIGHT PA03b SECOND FLOOR HVAC PLAN MELBOURNE D �4/03/17 99CAiM 1%4"=1'-0" L 11 "7 CI) ft REBAR VERTICALLY c1ELL STUDS 16' O.G. MAX 5EE ENERGxY S. INSULATION R- 6 SECURE TO a SIMPSON SP4 2' - TIE>m Alf 1 2 pef v 2a DAYS IL :::: � , = SECUW 5T. 7t T SL -Il" '��D W/ :m � a. enpftl 4NC44OR T SECURE 15T. PI -ATE TO SLA15 W1 Wk;l .8 5E 15 . A T SLAB W/ W[AALq.4 UUU'T. WASWER _:M58 /2' G r_ M1 32, Oc Ax MASONRY NAIL a 321 OZ, MAX I" N005INS loll IN. OC MAX. 01-01 HK rut f V w j 4' GONG. REINFORCED LLV 6'X6' . j jy UAWA U)JJF OR F15ERM614 ON nowe- REINFORCED LW fp'>(&' LVAXWIA 4' C424r- REINFORCED 11V 6'X6' WIAXWIA 4' CONC. REINFORCED W1 6'X6' UAAAUIA LD 4 d 6-MIL. VAPOR RETARDER ON ULF OR FIMERT!Er5*4 ON b-MIL. VAPOR ULF OR FIOER'IE514 ON 6-MIL. VAPOR %ELL -COMPACTED CLEAN FILL, z RETARDER ON DELL -COMPACTED CLEAN RETARDER ON UELL-COMPACTED GLEAN n TERMITE TREATMENT TO ME z RETARDER ON ur=LL-cvrAc7mc> cu-=A� f FILL. TERMITE TWATMENTTO SE j MORA-CASE APPLIED AT NRAMIW� FILL- TEW-IfTE TIR5' :Al�'"T TO eW FILL. IVWIIV TWAtMENTTO ME 1.-0. 4\ 50RA-CARE APPLIED At MAMINCx. 1. 50RA-CAM APPI-IrED AT PRAMING� 50RA-CARE APPLIED AT FRAMIW_T. lu ul 4" -4" '41 --1 (2) S REBAR ON C;�4AIRS 7 (3) W.7 RE5AR ON C44AM 7 Lu (2) S REBAR ON Q4AIfi* ca 1'-C" 4\ 12, Mx Ow GRADIH� 0 IN FOREGROUND (2) S REBAR ON C44AIR5 L-------- J 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING (_j_)_yWj BLOCK WALL -L.- AT L.B. W. W UPLIFTA AT L. B. W. (W -UPLIFT) rq'� STAIR DETAIL SCALE; 1)2'-I'-V' 2 SCALE: SCALE: 1/2'ml'-C' V NO S SCALE.Ll;�11 N" 4' WNC. R81W. V 6'x6' MAMUL40 ULM (74 6-MIL POLY ETHYLENE VAPOR RETARPFfit 4" ON WELL -COMPACTED CLEAN FILL ItWl C 61W LUIAXWL40 W011, TREATMENT SHALL ME 50R4-CARE _M1 LY ETHYLENE VAPOR 2 6=6 16' O.G. MAX STUDS 16' Or- MAX R ON DELL-COMPACrr=D CLE:AN i WEAD OF GARAGE _�--SECURE P.T. 5T. ATE To 5 UY el) 4% REBAR ON CHAIRS 4" FILL TIEWITE TREATMENT SHALL BE SECURE BOTTOM PLATE SECURE BOTTOM PLATE To 6, U1. VARIES WITH SLOPE MASONRY NAIL 32' 5ORA-CARE SIMPSON SP4 032' Or IV SIMPSON SP4 632' O.G. MAX �4E*�4T OF GARAGE SECURE xa. PE1644T OF CTARACiM N FDGT MT. PLATE TO GE STEP-UP SECURE 5T. PLATE to 6 VARIES LUIT;4 SLOPE -IOR MOLT W1 2' VARIES WIT" SLOPE ANCHOR MOLT W 2' R 1 � ; -v ANQ MAXANG 14 SECURE 15T. PLATE TO GLAD W1 $0,_ BEARING N MIN 0 321 OC AX MR a 321 oc MAX MASONRr NAIL a 321 MAX LH 1EPOxr Nc, SEQUI FOR E oEPDXY NOT 557AMf ION Li QU11 SCALE: f/2 -C' (y MOLTS MOLTS V_ > 4' We 6'x6' UP - AW1,40 UUM ON I Y ETI4YLZ41-= vAPOR '3 !L1 W IOTA WELL-CONret, D CLEAN "n > PILL TERMITE TREAlt'lIENr aa I D tLV (P'Xb' &01' =[5E•50RA-CAW 514 ON 6-MIL VAFr^ -41 CZNa RE NIFOI� LLV 6'X6' WIAXWIA <1 -4 4' CONC-. REINFORCED W1 6 'X&' WIAXWIA -4' CONC, REINFORCED LLV blX6' WL4XUAA DELL -COMPACTED C- C!�NF, W UL4>dVA9) UAM ON Z ly WJ.F OR FWERES4 ON rp-MIL. VAPOR •ump • OR Ff5E]WES44 ON 6-MIJ-_ VAPOR ULF OR 1=115EWES14 ON &-MIL_ VAPOR ril 1 ITE TREATMENT TO ME (24111 YLENE VAPOR F&TARDER c; i SISTAFIVER ON WELL -COMPACTED CLEAN RETARDER ON WELL -COMPACTED CLEAN RETARDER ON WELL -COMPACTED CLEAN r � Z SY FILL. TERMITE TREATMENT TO W FILL. TERMITE TREATMENT TO 5E Y_ > FILL. I IEWITE TREATMENT TO E58 (2) 45 REBAR ON CHAIRS -CARE APPLIED AT FRAMWw L ED CLEAN FILLTERMITE Q MORA-CAM APPLIED AT PRAMN& 4� )V' 4" 50RA-CARI=- APPLIED AT PRAMN& 4VI T SHALL 5r= 50RA-CAW 0�1 I -CARE APPLIED AT FRAMING. 4" MORA 4" (3) S REBAR ON CHAIRS dl (2) S FirEISAIR ON CHAIRS (2) ItIl R1=-5AR ON C44AIR5 (2) 01.5 1111EBAR ON C44AIRS 3�11 M 4' _0v I -Ark: .11 1w GARAGE STEP-UP G_ AGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W. 1-STORY FOOTING NON- L.B.W, W/ UPLIFT STORY L.B.W. W UPLIFT L.B.W. W/NO UPLIFT W/NO UPLIFT 4A AT FRONT PORCHES EXTENDED STEP 6 WCAI_E: SCALE: 1/2"=V-0' SCALE: 1/2'= I'-V' @T�7 - FOOTING •STEMWALL TO ME MIN. 3 COURSES SCALE D 2 0. GRADE REM" FOR SECURE P.T. 15T. PLATE TO GARAGE DOOR �1/1'k3' ANC44OR BOLT W/ wj SE��Ak VF%Tric4_�__ P!MM50. MIN. 0 32' (1) 15 REBAR VETQTICALLY INF. LIV 6'xb' WI.4=40 UU-1 POURED CELL a' C-114. "OURED CELL w'..' 6 IL POLY ETHYLENE VAPOR SECURE P.T. MT. PLATE TO SLAD W a, R ON UrELL-COMPACTED 1/2'XS' ANCHOR DOLT W/ 2' a, On C�_EAN FILL TE14111111TE TREATMENT 54ALL 4' C4NC, REINF. U)/ 6'xb' WWOA40 UUf ON 5MMED, MN S2' OC MAX > ME 5ORA-CAIRE I Q I e5" 4" z NOTE: OPTIONAL USE OF 4 6-MIL POLY E114"I'LENE VAPOR RETARDER ON a- WNCREFrE CURD, a GARAa 2 RMAR Ck CWAM -0. WELL -COMPACTED CLEAN FILL I ER!"111-IF < j WALL$ To W DETEWNt7r. w -4 TREATMENT 814ALL W 50RA-CARE Wt 6'x6' tM4>WA4V UW' j -1 L -R MY DIv1S1CjkL > ENE VAPOR MUILDI= BUI BY IVISION. STUCCO ETHrL ��R CN UJ_=LL-COMPACT50 CI-54st STOP CURB CONCRETE PAD iy- 4 r-l- IREATMEN-r SHALL M STOP CUR5 HEI&4T VARIES 'xb' LUI.4>W.40 Ulf"I AGE DOOR FOOTING -4 W/ 5ORA-C4VW M1 L PYLENE VAPOR _*44T VARIES SCALE. 4 -COMPACTED CLIFAN ON Ur=LL 16 TREATMENT SHALL ME lu FILL .4 - - > z ?� Q � ;;-,, 111.11-1 ''1 1 1 1 MORA-CAIRZ (3) 05 Rr=5AR ON CHAIRS < 4 zr- I ONC. RE 71 VARIE5 1.d.3. W 4" 4 C NP0RrFD, W1 &'X& WIAXL11.4 11 51VCEGS FOR wir OR ON (P.-MIL. vAPOR SjaD. TRACK (y (2) #6 REBAR ON C44AIRS 4' CONC. REINFORCED V &'>06' WL4XU.4 j lu LLLP OR FIWR`,f5(%4 ON 6-MIL- VAPOR RETARDER ON W-1-1-COMPACTED CLEAN FINISH FLOOR F15E • L FILL. TERMITE TfW,4ATMI=-NT TO 5F (1)15- T. '4' -ED CLEAN 44,1 0 50RA-CARE APFmj...fED Al- PRAI-ING. > Rr�TARDIZR ON UtLL-COMPACTED-rAC1 4-1= FILL. , E-R-i iTE TREATMENT TO ME j 50RA-CARE 4 4" (2) REBAR ON CHAIRS e4 '1/ -UP APPLIED AT FRAMIWj. Z W + (3) ND REDAR ON C44AISM -STORY L.B.W. 4" ll-el� all 2 'V2 - GARAGE STEP 2'_0 4 cj 1!� -15. 2f - EXTENDED FOOTING (3 GARAGE STEP-UP -0' N a. SCALE: 1/2'z I' 1-STORY L.B.W. 'A' 1----STORY FOOTING 2-STORY FOOTING Iff/ UPLIFTIx @j��DED FOOTING EXTENDED SLAB 1 in, I-eiGe4 AT GARAGE GAft?�� Into T Lr SHOWER RECESS FO R /V=1�0 OTE SCALE: SCALE. I z (1) 45 REBAR VERTICALLY UY CONC. r POURED CELLCONIC, REINF, W1 6'xrp' LJL4XWL4iV ULM _v SEE EmEway CODE FOR** FOR ON 6-MIL POLY ETHYLENE VAPOR INSULATION R-VALUES RETARDER ON UJELL-COMPACTED CLEAN FILL 1 Ele'"I 11-5 10VAT!"MRT 6441-L 55 TE"RI-=0 FINISH 50RA (2) mt� REBAR ON CHAIRS 1/2' GYP. WL- W. GROUTED BOND BEAM IL = z AB AT GARAGE WOOD BASE VARIES PER r=LEv. T TIE VERTICAL REBAR SERVICE DOOR TO HORIZONTAL /* 2! Tirt VERTICAL REMAR W/ 10' HOOK ICAL WMAlt 0'-iV' FIN. FLjk TO HORIZONTAL GROUTED MOND REBAR W1 101 'HOOK. 41 5EA?l VA% .4, VAR. 4 . NOT USED CAULK A\� 41 VARIES MR ELEV. REINFORCED W/ rpl>(61 4 ku TOP c� ON WWWA (MIF OR FleEPWIE84 41 C40NC. RETARDER ON GROUTED 50NO BEAM 6-MIL VAPOR RE 4 , WELL -COMPACTED CLEAN FILL. /j�NOT USED TERMITE TREATMENT TO ME T51- CONT. (TYP.) POUIWD LINTEL maRA-cms APPLIED AT :4 8' CMU FILLED CELL (TYP.) LINE- NGL 6' FIvIC CHASE TWRI� FOOTING Z V (3) m3 1 -2X WALL FRAMING RE5AR ON CHAIRS j 14" 13" 8' 0 f I -STORY XA-t' ANCHOR MOLTS or Whlxll 1/2' DRYULALL. FREISAR ON C�4AIRS J-BOLTS MIN. 5' t_-�EDMENT W1 2'X2'XI/&' WOOD BASE 2_6T0R1r FLOOR TO BOND BEAM. SET IN JOINTS (3) *5 REBAR ON CHAIRS WASHER AND NUT SPACED EVENLY FROM 2-STORY FOOTING PRIOR TO FILLING. (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE REI IT) gjZ B EXT. /INT. FRAME WALL TO -4q BLOCK (1) 115 RMAR VERTICALLY W/ GONG. POUR CELL SCALE: 11V7L BLOCK WALL CONNECTION 5 A SCALE: 1/2'-l'-O' -SEE ENERGY CODE FORMS FOR 4 INSULATION R-VALUES 4 .4 -CLEANOUT, WEQUIREZ 1/2' CsYf:'. U_ 50. FOR NO-r FOR N61r=C:TICN GAS LINE TI IRU BLOCK L WOOD BASE 16 SCALEt 4' CONC. REINF. W/ 6')tb' UA.4>dUIAV U4M .4 ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLAN v-dy FIN. FLIQL E 0 FILL TORM[Trz TREATMENT SHALL 5L I . . . . -3 F 01-01 FIN. �:Llt O z 6An-11� - - MORA-CASE 0 TE VsRtICAL REBAR I TIE VERTICAL IRV15AR j (1) 015 REDAR. bEir N SIMPSON 14rA4 . . . . . . . I 4 4 t Ca -�_ TO WORIZONTAL STRE4"rq EPDXY W EMME:D. MR (2) ft REBAR 0 1-81-OR�' 'W=5AIR LU/ 0' HOOK `� (3) wi RE15AR * 2-STORY 4-a RE54R LLV 110, HOOK na OUTSIDE RFMAR'rO ME 61 Pvc 04484-= T�-M FOOTING CON-rN1k:?U8 j > ..................... ..... ........ 4' CAONC, REINF. W1 6 'x&' LUIAXWL40 (1) N3 VERT. DOWEL WWI ON fp-MIL POLY ETHYLENE LAPPED V BOND BEAM 4 VAPOR RETARDER ON (1) N5 REBAR AT CORNERS DELL -COMPACTED CLEAN FILL -A 4 tLV 2fp* LAP MIN. (2)'S IW15AIR ON CHAIRS HORIZONTAL/VERTICAL TERMITE TfiEA1?-15NT SHALL e�F,. ,_STORY 150RA-CAftE 2'-I'MIN, L4F (3) lt� fle5AR 014 C44AIRS HORIZONTAL/VERTICAL REINFORCING AT (�P� REINFORCING BF PIPE THROUGH !ARING CHANCE OMITTED DOWELS TYP. RETROFIT FOR nF REBAR LAP AT FOOTING TYP. REBAR LAP 1-STORY FOOTING W BLOCK WALL , V A&4 KT' T 1_� 1� C IN:' 432;t� 4"'] AT LINTEL CORNERS o -0 5CALE.- EXTERIOR F"007E.,,�,:RS AT 71 ,,,'IllIJISI-1 SI-,AB'S TO BE MIN-. 12" :B_F,1,0W TJ1'sTIDISrrT_JF,:1:3=1D SOIL, C'ONTROL DATE: 07/01/15 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 A*%= r-4 24 . �11 �14 r'4 ci Iq i 0 , it ]ill Ora" aiiw-ejijl JAMES CANTWELL. AR NO 12079 PRINT 04/03/17 DATIE: M FIBERGLASS SHINGLE`" OVER 030 FELT PAPEI INSTALLED PER FBCI R'3052.1 ON Iii" O.S.E SHEATHING OR I" CD; PLYWOOD 5ECUREI PER FASTENEI SCHEDUL PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1 STORY B I_1s KWALL S ALE: 3/4 -- 1 0 8' cm 12' DRYWAI-L I'X4' OR I'X2' P.T. NAILER I-� Ix4 P.T. OR %i X4' MIN. u SECURE THRU PRAME ! ® EXTEND 1-Y4' INTO BLOCK W/ -%' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE A45 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-4, WITHIN 8' OF EACH END ! IS' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: S41M AS NFED50 TO PL L"5 JAMB (DO NOT EXCEED ZW) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLACK +3,L OR +6/4 A $GALE. 3J8' JX4:® ZaF cuRE TO BLOCK W/ ' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 X') WITHIN 8' OF EAC4 END t 18' O.G. MAX SPACINGS. 2X6:m SECURE TO BLOCK wn-%, TAPCONS OR DRIVE PIN (MIN. SHANK SIX1= .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4 ) WITHIN 8' OF EACH END ! 15' O.C. MAX SPACINGS. 2X8: sai U SECURE TO BLOCK W/2-' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 CMl! DRYWALL :4' OR I'XV P.T. NAILER 70R CASING CODE FORMS FOR -VALUES )ARD OR �" HIGH :�. BOARD LINTEL BLK W/ (U ' 1T INUOUS 'EL :ODE FORMS FOR VALUES ::HMENT AS PER 5 SPECIFICATIONS VERTICALLY W/ D CELL ,G STRIPS tv 16" D.G. 3D. FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBGR R9O52.-1 ON �" O.S B. SHEATHING OR " CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x(o FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ 1/2"x9" A.B. w/ 2" DIA. WASHERS, rt" MIN. EMBEDMENT WITHIN 8' OF EA. END, 32" O.C. MAX IN FIELD. CONC. FILLED LINTEL BLK. W/ (1) S REBAR CONTINUOUS PRECAST LINTEL 5/8" THICK, 3 CO,41 PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) wo iREBAR VERTICALLY W/ CONC. POURED CELL 8" cMU y- 1- 1—STORY 000 GABLE BLOCK~ C2)�, LCALE:=1' ®0° 2X4 or SEO> w- -C BLOCK W/ ' 2x4m TAiwANS OR:;)RIVE PIN SECURE TO HLOCK W/ ` 6' (MIN- SHANK SIZE .145 TAPCONS OR 'DRIVE PIN MIN, HEAD SIZE 300 (MIN. SHANK SIZE .14'3 MIN. EMBEDMENT 1 Y4) MIN. HEAD SIZE 300 WITHIN 8' OF- EACH END t 18' O.G. MAX SPACMG NOTE: STRUCTURAL 2X MUST 5E MIN, EMBEDMENT 1 Y4) WITHIN 8' OF EACH END t NOTE: STCTURAL 2X MUST SE RU ON OUTSIDE ! BECUp THROUGH , 18 O.C. MAX SPACING. ON OUTSIDE ! SECURED 27� NON-STRUCTURAL �(t,' TAPGON THROUGH NON-STRUCTURAL SECURE t0 BLO<.+G W/2-�' SECUR MIN 1-Y4' EMBEDMENT INTO 2X8= tAPCON MIN. 1-4' EMBEDiMENT NS OR DRIVE PIN 0<X SECURE t0 B-.00K INTO i3L.00K (MIN. SHANK SIZE .145 W/2-%' TAPCONIS OR MIN. HEAD SIZE 300 CMU DRIVE PIN MIN. EMBEDMENT I Y4') )i' DRYWALL (MIN. SHANK SIZE .145 a, CMU WITHIN B' OF EAC4 END ! MIN. HEAD SITE 300 ' DRYWALL Is, O.G. MAX SPACING. 2X8� El 'X4' OR 1'X2' P.T. NAILER MIN EMBEDMENT 1 Y4`) WITHIN 8' 01= EACH END ! ® 'X4' OR 1'X2' P.T. NAILER SECURE TO BLOCK WAI-%' }{t,' 0,5.1i. X 4' MIN. 10' O.C. MAX SPACINGS. TAPCONO OR DRIVE PIN (MIN - 84A1JK SIRE .145 DOOR CASING 2X8t= SECURE TO BLOCK WJ2-%' DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW tAPCONS OR DRIVE PIN VtATTACI4 MIN. 1MBEDMENT 1 Y41) ATTACH TO 2X PER (MIN. SHANK S9ZE .145 OOR JAMSS OR WINDOW WITHIN e' OF EACH END ! MANUFACTURES DETAILS. MIN. HEAD SIZE 300 TO 2X PER is, OL. MAX SPACING MIN. EMBEDMENT 1 Y49 MANUFACTURES DETAILS. NOTE: S41I'T AS NEEDED TO PLUMB WITHIN B' OF EACH END ! IS' O.C. MAX SPAG:INCs NOTE: SHIM AS NEEDED TO PLMB U JAMB (DO NOT EXCEED Y4') JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +1-15/18 DOOR JAMB TO BLOCK +3" C WINDOW TO BLACK +1-15 B" (� WINDOW TO BLOCK +3" U 2X4w 2X4:- SECURE TO BLOCK W/' SECURE TC BLOCK W/ TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) WITHIN MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END ! 10' O.C. NOTE:: STRUCTURAL 2X MUST S' OF =AG!- END ! 18' O.G. MAX SPACING. AX SGAG'NG. NOTE: STRUCTURAL 2X MUS' 2k6� BE ON OUTSIDE !SECURED M MAX 5 BE ON OUTSIDE ! SECURE:. SECURE TO f3LOGh: THRC�H4 NON-STRUCTURAL 2X&mwSECwsZ'O BLOCK W/2-3i(r' THROUGH NON-STRUCTURAL W/2-9i{e,' TAPCONS OR ' T,APC ON MIN 1-Y4 TAPU� OR DRIVE PIN TAPGON MIN- 1-Y4 DRIVE PIN EMBK EDMENT INTO 5LOC (MIN. to --ANC SIZE .145 EMBEDMENT INTO BLOCK (MIN. SHANK SIZE 145 MIN. � EAD SIZE 300 MIN, HEAD SIZE 300 MIN. 1 MBEDMENT 1 Y4) WITHIN a, CMU MIN EMBEDMENT 1 Ya') Y,' DRYWALL 8' of EACH END 4 18' O.G. }�' DRYWALL WITHIN 8' C-- EAC4 END 1r, 1'X4' OR 1'X2' P.T. NAILER MAX 60AGINGS. ® ! IS' OTC. MAX SPACING ((( 'X4' OR I'X2' P.T. NAILER 2X8:� 2ND 2X SECURE TO 2X8t� OOR CASING: SECURE TO BLOCK---StRUC:TURAL MEMBER SEC;: -O BLOCK W/2- W/2-%' TAPCONS OR W/12r2d WITHIN 8' OF EACH tAP(s �5 OR DRIVE PIS DRIVE PIN - % END 1 6' TO 8' O.C. MAX {MIN 5-AlK SIZE .14Ti {MIN SHANK SIZE 145 ---DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW ATTACH TO 2X PER MfN. "=A=' SIZE MIN. G 'B :MENt I Y4') wi--.Iti; DOOR JAM5 OR WINDOW TTACH TO 2x PER MIN HEAD SITE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) WITHI MIN. EMBEDMENT I ,Y4') TTACI-I To 2x PER 8' OF EACH END ! 18' O.G. MANUFACTURES DETAILS. 8' Or =AC- END ! 18' OC. MANUFAGTUI 9 DETAILS. WITHIN 8' OF EACH END t MANUI=ACTURES DETAILS. MAX SPACING. : SHIM AS NEEDED TO PLUMB MAY 3=AC1'NGS. NOTE: 541M AS NEEDED TO PLUMB IS' O.C. MAX SPACING. NOTE, 5HfM A$ NEEDEED TO f'LUMf5 JAMB (DO NOT EXCEED Y4) JAmI5 (DO NOT EXCEED Y4') JAMS (Do NOT EXCEED Y4,) 2x4 BLOCKING BETWEEN TRUSSES AT FIRST FIVE BAYS 4'-0" D.C. (AT SHEATHING SEAMS) STIFFBACK At ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) PRE - ENG WD. TRUSS 24" O.C. MAX. CONT. 2x4 RAT RUN SECURED W/ (2) 126'S a EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/5" GYPSUM BOARD OR 1/2" HIGH SENGTH CLG. BOARD rNYRGY CODE FORMS FOR AT ION R- VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST CONC. SILL -Ix2 P.T. FURRING STRIPS 24" O.C. 1/2" GYP. WL. BD, WOOD BASE 2X4m SECURE TO BLOCK W44" TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y49 NOTE: STRUCTURAL 2k MUST 5E WITHIN 8' OF EACH END t ON OUTSIDE t SECURED 8' OC MAX SPACING THROX04 NON-STRUCTURAL )6' 2X6=i tAPCON MIN. I-Y4' EMBEDMENT SECURE TO BLOCK INTO BLOCK W/1-114' TAPCONS OR DRIVE PIN C,1% SHANK SIZE .145 8' GMU MIN HEAD SIZE 300 DRYWALL MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END < 1'X4' OR 1'X2' P.T. NAILER 18' Or- MAX SPACINGS. ❑ 2xs� j{y' O.S.B. X 4' MIN. SECURE TO BLOCK W/1-1/4' tAPCONS OR DRIVE PIN DOOR CASINGS (MIN. SHANK SIZE .145 POOR JAMB OR WINDOW MIN. HEAD SITE 300 ATTACH TO 2k PER MIN. 1=MSEDMFN1r 1 Y4') MANUFACTURES DETAILS. WITHIN 8' OF EACH ENP t NOTE: SHIM AS NI EDED t0 PLUMB 18' O.C. MAX SPACING. JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +3-7/18' WINDOW TO BLACK +3-7/16- G SCALE: 3/8'=1'-0' 2X4;iiiiiiiiii SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X MUST 18 O.G. MAX SPACING. iBE ON OUTSIDE t SECURED 2X&=ii THROUGH NON-STRUCTURAL.. SECURE TO BLOCK W/1-1/4' %' TAPCON MIN, 1-Y4' TAPCONS OR.RIVE PIN EMBEDI"fENT INTO BLOCK (MIN. SHANK 6IZ!' .145 MIN. HEAD 51;/-E ..300 MIK EI't �:. ?l NT I Y4) 8' cm WITHIN 8' OF EACH END ! ' DRYWALL 18' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 2XS� SECURE To IBLOCK WA-114. L_...! ' P.T. X 4' MIN. TAPCONS OR DRIVE PIN OOR CASING (MIN- SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y4) ATTACH TO 2X PER WITHIN 6' OF EACH END ! ANUFAGtUREB DETAILS, 18' O.C. MAX SPACING. NOTE: SHIM AS N�DED t0 PLUM$ JAMB (DO NOT EXCEED Y<) FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R90521 ON �6" O.S.B. SHEATHING OR �" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT 5TIFF3ACK At ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.) 0.5.5. SHEATHING OR �' CD; PLYWOOD. ATTACHED PEI FASTENER SCHEDULE ON SHEET C,- OR -1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUR SPECS.) i/8" THICK, 3 COAT PORTLAN CEMENT PLASTER OVE' EXPANDED GALV'D METAL LAT ON FORTIFIBER JUM50TEX GRAD 'D" PAPER OVER TYVE- BUILDING WRAP (REFER T, STUCCO SPECS FOR COMPLET INFORMAT I Oi OR 1/16" ZIP SHEATHING SYST ( INSTALLED PER MANUF. SPEC WEEP SCREEI (SEE DETAIL 5/D3 SECURE GABLE TO 2x6 P: PLATE W/ 126's 8' O.C. MA: SECURE 2x(o PT. PLATE TO BLK u "x9" ANCHOR BOLT WI 2' WASHEI SET IN SIMPSON HIGH 5TRENGT EPDXY I" EMBED. MIN. ,w 32" 01 MA) s/$" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1— STORY GAF3LE W/ VAULT C LG. B LO C K WALL 3 SCALE: 3/4" =1' -0" 8' c.Mu DRYWALL I'X4' OR I1X2' P.T. NAILER ® 1x4 P.T. OR %s'X4' MIN. SECURE TH FRAME t EXTEND 144 INTO BLOCK WJ -%' TAPCONS OR DRIVE PIN ® (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT 1-& WITHIN 8' O= EACH END ! 18' O.C. MAX SPACING DOOR CASINGS DOOR JAMB OR WINDOW ATTACH To IX PER MANUFACTURES DETAILS. NOTE: SHIM A5 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 (1 WINDOW TO BLOCK +3/4 OR +5/4 SCALE: 3/8'-1'-0' DOOR JAMB TO BLACK +1-1//2" DOOR JAMB TO BLACK +2" DOOR JAMB TO BLACK +3' DOOR JAMB TO BLOCK +3 3/4" "v WINDOW TO BLACK +1-1%2" (� WINDOW TO 13WCK +2 1 4 J� WINDOW TO BLACK +3' H WINDOW TO BLOCK +3 3 4" � H SCALE: 3/8'-I'-0' " SCALE.3/8'=1'-0' SGALE:3/8'=I'-0' SCALE: 3/8'=1'-0' :ASTEN L_E il{;Mm DIAPHRAGM USE 1/16" O.S.B. OR 1/2' CDX PLY WITH "8 RING SWANK GUN NA'-S AT 4' O.G. AT SUPPORtEp PANEL EDGES AND 08 RING SWANK GUN NAILS A� 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE *8 GUN NAILS tv 4" D.C. EXTERIOR SHEATHIWz USE 1/2, GDx OR I/I6' OSB PLY WITH 45 RING SHANK GUN NAILS AT 6' O.C. AT PANEL. SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP e 50770M PANEL. AND 08 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. 5PEC9J NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN . ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIiREt" CENTS SIZE HEAD LENGTH DIA. TENSILE STR. ad ROUNDMODIFIEp 17/8" .113 I10)000 OR T Lod ROUND,MODIFIED 2 1/8' .128 I-10000 OR T NO : NAILS TO BE MFG. B*' MEMBER OF INT. STAPLE, NAIL ! TOOL ASSOCIATION 1. 0.113 INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0.012 OvER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 02W INCH-4 FULL ROUND 14EAD DIAMETER 5. 2 INCH NAIL LENGTH TOP CORD BLOCKING AT 4' zw '5 w O.G. MAX. IN FIRST 2 FRAMINCx NOTE;TYP. EXT. SHEATHING ATTAC4M NT )I SPACES AT EACH END. FOR SHEAR t UPLIFT (o.B.B. TO BE STRUCTURAL RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE z ROOF SHIEATI-RINGS NOT REQUIRED EXCEPT OPENINGS z - I r o0 m�D RooF 5�4EA7I4ING LAYOUT AND ENDWALL 5RAGING BUILDING LENCs1 1 - _ �=OR G,45Lrz END FRX IINCH '8 RIWz 6H,4NK CxUN NAILS w 4' C TOP @ GOTTOI 1 ?=pG=S Q z 4 u- z z 2X6 P.T. SECURED TO MASONRY w/ I/2"x-3' A.B. w/ 2" DIA. WASHERS, 1" MIN. 1=M5EDMENT WITWN 8' OF EA. END, 32" O.G. MAX IN FIELD. 05 2' DECK SGiREWS to 6'-V O.G. MAX 6 EDGES t 12' O.G. MAX IN ;=1ELD. UNTPREADED 'SPANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHINCx TYP. 3/4" TsG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS BLOCKING BETWEEN TRU55t-' 1; ERE "X" BRACING 15 PRESENT ZE-ENG GABLE TRUSS )NT. 2x4 RAT RUN SECURED WI 126's a EACH TRUSS BE INSTALLED a MID. POINT TRUSS SPAN, OR 10' - 0" O.C. 4X. _E ENERGY CODE FORMS FOR SULATION R-VALUES GYPSUM 50ARD OR �" HIGH CRENGTH CLG. BOARD (4 NAILER (4 w 24" O.G. a INTERIOR KNEE ALL ONG. FILLED LINTEL BLK W/ (1) REC AR CONTINUOUS RECAST LINTEL INDOW ATTACHMENT AS PER r \1-:=ACTURE5 SPECIFICATIONS I-�,-AST SILL *5 REBAR VERTICALLY W/ ONG. POURED CELL 2 P_T. FURRING STRIPS 16" O.C. CMU 2" GYP. WL. BD. DOID BASE NOTE: PER FSGR 905.2.1 - TOR ROOT° 5LOFE5 2:12 TO LE55 THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEt-T IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYt"TNT IS PERMITTED BUT t'1UST 5E PER ASTI" 1 D226 TYPE 11, ASTI" i D 4869 TYf=E IV, OR A57-1 D 615`1 GABLE END IX4 DIAGONAL BIM. CHORD BRACING. SEE PLAN FOR LOCATION PRE-ENG'D WOOD TRUSS (TYP) a 24, O.C. MAX 51MPSON HETA -16 (TYP) VERIFY 7-W/ TRUSS PLAN LINT °i COURSE IX4 GYP LATERAL RE-INFORCING 36, O.C. MAX 6 TRUSS BTM. C14ORD, SECURE WK3) 106 NAILS 6 EA. TRUSS cl-LORD BRACING SCALE: 1/2°=1'-0" 08 RING SHANK GUN BAILS 6' O.G. IN FIELD TYP. EXT. SH3=A' ,,4 LNG ATTACHIMENT 1=0R ROOF SHEATHING (0.5.n. to E3E STRUCTURAL GRADE) 1.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w71 W � w a, � w r e Q N, MMMMLL JUL 12 zou JAMES CAMYVEL.L AR NO 52079 F-15LPPG._,ASS SHINGLES OVER *30 FELT PAPER INSTALLED PER 2x4 BLOCKING BETWEEN F-E�CR -0-0 F;nO21 ON "' 0.58. TRUSSES AT FIR57 (5) FIBERGLASS SHINGLES OVER f=ROvIZ:)rz r=,4vrz SHEATHING OR 2` CDX 5A'1'5 4'-0` C.C. (AT *130 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAMS) APPROVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER ED. STRAP 130 FELT PAPER INSTALLEDLEAR VENTILATION Er-T51= " O.S.B.055SHEATHING OR, ,, r,:Dx SCHEDULE W/ TRUSS PER F-5CR RS05-rT ON 2 PER F5EC R402.23 VERIr f=LrWOOD SECURED PER PRE-ENG WD. TRUSS PLAN O.S.B. SHEATHING OR �` CDX FASTENER SCHEDULE 24' O.C. MAX. PLYWOOD SECURED PER FASTENER SCHEDULE 11-0 PRE -ENG TRUSS 2 r*ITL. DRIP EDGE Sp:E 5NEseG1r CODE FORMS MTL. DRIP EDGE �=RE-ENG WD. TRUSS MTL. DRIP EDGE \\�5EE ENERGY CODE FORMS FOR INSULATION R-VALUES aH, : WOOD SHEATHING 1 -4. q 2X4 OR 2X(o FASCIA O.C. MAX. 2x4 OR 2x6 SJ5-5AN::) FOR INSULATION R-VALUES. 2X4 OR 2X6 FASCIA 5/5" G'rP5Url BOARD OR 1/2" PER ELEVATIONS 4 HIGH STRENGTH CLG. BOARD PER ELEVATIONS PER ELEVATIONS GYPSUM 50AR7-) OR WR5 LAYER 01, CONT. 2x4 RAT RUN SECURED STUCCO WRAP HIGH STRENGTH GLG. W1 (2)126'r, a EACH TRUSS VENTED ALUM. SOFFIT DOUBLE -OP PLATE ALUM. SOFFIT -R 02, R:)RtF1I5ER LUR5 LA'r'r= VENTED ALUM. 50�fl--[T 1"0"BOARD WINDOW HEADER SIZE VARIES 1/2" CDX OR -1/16" 055 SEE ENERGY CODE FORMS FOR BUILDINGS PAPER M INSULATION R-VALUES METAL LATH FASTEN TO WOOD STRUCTURAL HEADER SPAN CHART FOR 5/5" Grf=5Ur�l 50ARZ;) OR CONNECTOR PER WINDOW OPENING SEE 1,000*1 UPLIFT 5f=2 EA. SECURE TO WALL PER 1/2" CDX OR"111ro" 0515 DETAILS FASTENER SCHEDULE 1/2" HIGH STRENGTH CL.G. MEMBER * -V O.C. MAX ON SHEET D2 1/8' TEXTURED SECURE TO WALL PER BOARD 2x5 5'1'F IY2 2X5 5TUI--) FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR -1/1611 ZIP DOUBLE 701= PLATE D5L TOP r FINISH 0 WOOD MANUFACTURES SPECIFICATIONS SHEATHING 5'T'STEt*'1 "M" TYPE CONTROL JOINT ON SHEET P2 PLATE` T (INSTALLED PER WINDOW HEADER SIZE VARIES OR -111rol Z110 �=RAME TO BLOCK WINDOW SILL PER WINDOW OPENING SEE SHEATHING SYSTEM MANUr. SPECS.) CONNECTION SEE DETAIL 4; 2 x6 STUDS is 16 C.C. MAX W/ HEADER SPAN CHART FOR ZIF SHEATHING 15/01 (INSTALLED PER DETAILS (INSTALLED 6' METAL LATH STRIP IN5UL, SEE r=NrmW-z'T' CODE 12" DRY WALL MANUF. SPECS.) b"WIDE STRIP SELF FORMS FOR INSULATION WINDOW ATTACHMENT AS PER PER t-IANUP. SPECS.) 111 DIA ANCHOR BOLT -7/5" THICK, 3 COAT R-VALUE5 MANUr-ACTURES SPECIPICAT IONS 2 ADHESIVE t=LASHING, CLEAN 1/8" THICK, 3 COAT AT Iro' O.C. MAX WITH 7' MASONRY BEFORE A1=17-_YING CEMENT PLASTER WINDOW SILL T 4 G 5UEPLOOR GLUED AND CEMENT PLASTER WALL EMBEDMENT AND 2 TEXTURED APPLIED TO METAL WED AS PER FASTENER SCREWED APPLIED TO METAL 2x6 STUDS a I(o O.G. MAX W1 FINISH 0 MASONRY I ATH OVER 2 LAYERS SHEATHING DIA. WASHER o>2 SCHEDULE ON SHEET r LATH OVER 2 LAYERS INSUL., SEE ENERra'rCODE a, Cmu OF GRADE 11c)" OF GRADE 'D" FORMS FOR INSULATION 2x5 5'1'F *12 BUILDING PAPER OR TO R-VALUES WOOD, STUDS BUILDING PAPER OR A. X� PAPER 5AC<F-F-) LATH IK =APER BACKED LATH - AT 121, O.C. MAXT 4 G SU15FLOOR GLUED AND VERTICAL CONTROL OV;rR. AN APPROVED OvER AN APPROVED 4 HOUSE WRAP SCREWED AS PER FASTENER DISSIMILAR HOUSE WRAP SCHEDULE ON SHEET D2 BETWEEN 2x5 P.T. 5rF 1*2 2!c SOLE PLAT: '7! (1) COURSE TIE-5EA1`l ATERIA.]_Js POURED SOLID WITH DETAIL rp z 4 SCALE; PRE-ENG FLOOR TRUSS CONCRETE. (1) S (INSTAL-- PER MFG. SF=;=C5,) w :� RE5AiR HORIZONTALLr 7 3/4" T 4 G 5U5FLOOR GLUED CONC. FILLED LINTEL arpWll BOARD OR -1 V DETAIL rp Ut ...... LL OL WEEP SCREE 7 W, STRENGTH CLG. BOARD 5L<_ W/ (1) #�) RE5AR PRECAST LINTEL AND SCREWED AS f=ER, CONTINUOUS ASTM 1326-C 4 (603 IX2 NAILER/DRAFT STOP PRE-ENG FLOOR TRUSS FASTENER SCHEDULE ON z W (SEE D 1 2/ (INSTALL PER t-�- SFOEcS.) WINDOW ATTACHMENT AS SHEET 1--)2 ZPER MANUFACTURESGYPSUM50ARD OR ill J. SEE ENERGY' CODE FORMSHIGk- STRENGTH CLG. BOARD SPECIFICATIONS FASTEN 2X4 RIBBON (f=,.T. FOR INSULATION R-vALU)=S IX2 NAILER/DRAFT STOPLLLQ Ct-1U) W/ (E7)126 NAILS 6 EACH PRECAST SILL TRUSS f;2r= PCA5T LINTEL 05 RE5,4PRO 16' LONG. FILLED LINTEL 5LK W1 tu O.C. MAX, IN PRE -ENG FLOOR TRUSS(1) #5 RE5AR CONTINUOUS Z (y WINDOW ATTACHMENT AS PER w CONCRETE I (INSTALL PER SPECS.) ` X-7-1ANUFAC-URES SPECIFICATIONS SEE ENERGY CODE FORMS POURED) CELL, Ix2 P.T. FURRING STRIPS PORTLAN bl&THICK, C) CEMENT CK, 3 COAT PRE -CAST CONCRETE SILL f=LAN, FOR INSULATION R-vALUES v5RIFIT, PER CONC. FILLED LINTEL 5L< W/ IL PLASTER APPLIED PRECAST LINTEL (1) wo RE5AfR CONTINUOUS all c;t-IU DIRECTL%r TO VERTICALLY WINDOW ATTACHMENT AS PER 1/2" GYP. WL, 5D. RIBBON MASONRY wl coNa POURED CELL MANUFACTURES SPECIFICATIONS r5/5" THICK, 3 COAT < INSULATION `4 CONTINUOUS RE5AR Ix2 P.T. FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL (1) -ON FASTENING DETAIL < STRIPS a 2411 O.C. PLASTER APPLIED WOOD BASE 5' CMU SCALE: DIRECTLY To 04 RE5AR 40" LONG (1) 05 RZ5AR VERTICALLY 1/2" 5�:)- MASONRY W1 CONC. POURED CELL D ca LH W/6" HOCK e 24" O.C., F_ IL (n) WOOD 5/\5E Ix2 F.T. FURRING < STRIPS a 2411 O.C. -A t-11N, 24" IN 5LA5 ROOF TRUSS UPLIFT _77_1�. - - - -, I i--� 0, - 0 -11N, T 2 '-0" 0 CONNECTOR NO a, Cmu &4OWK I:ZaR IN SL45) CLARITY (SEE 1/2' GYP. WL. BD. Duris. (y IK- WOOD BASE 0 t z FIN. FLR. L 3 1/2 CONC., RE INF, LU/ (o xro II WALL EX-iRiOR �UALL &-eATPING (SEE SECTION -THTLENE VAPOR i NO-tIES) FASTEN EHACP STUD W1.4XWI.40 WW`r�l ON 64,lL POLY rz 4 4 RETARDER ON TO 05L. TOP PLATE W/ USF SFrr24 NAIL —STORY WOOD WELL -COMPACTED CLEAN 2—STORY' 2 PER MANUr. S? 5. oil WALL FRAME TO FILL TERMITE TREATMENT WALL Y_ > 7 __7 SHALL 5E 5ORA-CARE 0 SECTION 2 SECTION 1B LOCK WALL no 7 L-2'-011 (3) w--; RE54F, CONTINUOU6 SECTION AT TOP SCALE.- 3/4"=I,_0" SCALE: 3/,4`=I'-0l' ON CHAIRS EXTERIOR WALL 9 FIBERGLASS SHINGLES Fp�-IFFNG GA5LE TRUSS F15FR:3LAS5 SHINGLES OvER 030 FELT PAPER OVER 030 FELT PAPER PRE-ENG GABLE TRUSS NOTE- EXTERIOR WALL STUDS PLACE STRAPS SPACED INSTALLED PER F5CR /-5F:4-- STIFF5AC< 51HALD TRI�58 INSTALLED PER F5CR SPF STIFT--15ACK (SEE SEALZ) TRU65 DIAGONAL BRACE a (WALL SHEATHING NOT AND FASTENED AS RSOe,.21 ON �6' 0.8.5_ R12IO5.2.-i ON �&,� 0.6.5. 9�40WN FOR CLAR17"r) SHOWN WITH ONE ENG. PACK FOR SIZE 4 CONNECTION) ENG. PACK FOR SIZE 4 CONNECTION) CENTER O�= TRUSS ADDITIONAL STRAP AT SHEATHING OR ;,, c:Dx 1-2>o,4 51=1-- 11LOC<ING 5=TW5EN SHEATHING OR 2'" GDX 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST FASTEN STUDS TO 5LCC< WALL EACH WINDOW KING STUD PLYWOOD SECURED PLT'WO07-) SECURED WITH L;5Fm 1`15TA45 57RAM LIJ17�4 TRUSSES AT FIRST (5) 5A'r5 4'-0' TRUSSES AT FIRST (5) BAYS 4'-0' RIDGE. DIAGONAL t=AS-rEN5RS AS $POLL& INSTALL PER FASTENER O.G.(AT SHEATHING 5EAt,15) PER FASTENER O.C. (AT SHEATHING SE�At-*) BRACE TO BE 6 ANY STRAP 6 EA. END (L;,�LO) A I __ '1�1 MIN (10) 10ld COMMON NAILS SCHEDULE N07E: SCHEDULE SPAN Irp'-O" OR -0 MPH SPACE S-RAPS AS r-OLLCWS: INTO STUD (0.149 DIA X 1 1/2' MTL. DRIP EDGE GREA7ER, REFER To 32' C.G. DRIP r=DG;= DIAGONAL BRACE a 2X4 OR 2X& FASCIA--- TRUSS ENG. FOR -50 48' C.C. ENTER OF TRUSS SPAN OR 1qG TRUSS 241� PRE—NG WD. - 140 MPH 'C' 48' O.C. PER ELEVATIONS ADDITIONAL HIGHEST RIDGE. DIAGONAL 2X4 OR 2X(o FASCIA 4x. SECURED W/ (3)12d O.C. MAX. HORIZONTAL TRUSS TOP 0-' 57UP WALL BRACE To 5E tv ANY SPAN PER ELEVATIONS 15 -0' OR GREATER. REFER NAILS REINFORCEMENT. -SOLE PLATE _r-II_L ALL REMAINING STRAP SECURED W1 (3)126 SECURE TO SEE FASTENER TO TRUSS ENG. FOR SECURE TO 0'-0" TO 30'-0' (1) POLES W1 106 NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W1 7X5RACE WOOD 5ACKING TRUSS REINFORCEMENT. �:)2 FOR SHEATHING (2)126 301-11, TO (001-01, (3) %/2` CDX OR 1/16' 0515 (2) 12d DO NOT PLACE SCREW IN SECURE To WALL PERmeµ 1/2' CDX OR -7/161, 055 NAILS X-BRACE (1) X-BRACE Tc�= OF TOP POLE NEAREST TO TOP FASTENER SCHEDULE NAIL 01-01, To 301-01 (1) FASTENER PATTERN a CENTER AND (2) r'fASoN-ky—WALL — OF GMU 5LOCK WALL SECURE TO WALL PER BRACE DIVIDED ON SHEET D2 301-11 70 (001-01(3) CONNECT 50TTOM OF OR -111ro" ZIP SHEATHING FASTENER SCHEDULE EQUALr �=Rol-1 CENTER STRAF TO CMU 5LOCK WALL SYSTEM (INSTALLED PER X-BRACE (1) X-BRACE ON SHEET D2 TO D LONG 3/16' DIA. X 1- 1/4' LONG TAFCON MASONR*T' MANUP. SPECS.) CENTER AND (2) OR 111ro' ZIP SHEATHING BRACE DIvIr,>ED 5'T'STEt-1 (INSTALLED PER CMU 5LOCK WALL SCREWS WEEP SCREED, SEE -N7. 2x4 SPF RAT RLN SECURED W1 ,r EaUALFROM CENTER MANUF. SPECS.) I CONT. 2x4 6FIF RAT RUN SECURED W1 2—STORY DETAIL 5, SHEET 3 (2)126's 6 EACH TRUSS TO END 2X4 W/ 3/8' X 5 LAG (2)126's 6 EACH TRUSS GABLE END it " O.C. MAX. OR 2x& P.T. SECURE (2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ 632(2) 2x4 1*2 S.Y.P. DIAGONAL BRACE W1 1/2'XV ANC440 (3)12d'a tv EACH TRUSS DIAGONAL GABLE SIMPSON M5TA-24 a (3)126's ID EACH TRUSS DIAGONAL CROSS BOLT 32 " O.C. MA X-BRACING TO COVER 5-TRUSSES 32' O.G. MAX. X-BRACING TO COVER 5-TRUSSES EXTERIOR STUD WALL CONNECTION NAIL GABLE TO 2X6 B�/a, GYPSUM BOARD OR 1/2' �-IGH 7 X— BRACING D5L TOP PLATE rp/5" GYPSUM BOARD OR 1/211 HIGH BRACING TO FIRST FLOOR MASONRY WALL W1 126 NAILS 6" O.C. STR�,-INGTH CLG. 50ARD SCALE: 3/411=11-01, 2X STUD 16' D.C. MAX. STRENGTH CLG. BOARD SCALE: 3/4`=I'-0ll NTS MAX. OL ARC H ITE_-C 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Ij Idiom .4 cj 1-14 In C, CQ nun mom !:q1_uB1Drv. & L01%. CREEKSIDE LO T f82,- 0"J""t- I, I 1:110111c �11 I Mel A I I WA JUL IY JAMES CANTWELL AR NO 12079 -TAX IN T�41=- f=lr=L::) -�N0TrE.- NAIL 5�41=-AT4NG TO ALL 2X A5 f=ER EXT. 5�4EAT4NG NAILING, (56 4 x r=�)GF=5 4 roll 511 C.C. t 2x RIDGE ONE SIZE LARGER SECURE 2x6 MIN- TO 5LK, W1 (2 ),�"X&l A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SIZE A W/ 2X2"A WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3)126 NAILS OR GARAGE DOOR H IN JOINTS PRIOR TO FILL[ G MIN. (4) 106 GUN NAILS -Z DBL. TOP PLATE P15L. TOP PLATE 2X4 irb 11 O.C. MAX.-----� mow&. RAFTER W1 2X4 MAX. SECURE 2X4 TO MIN. (3)12d NAILS OR WOOF W/2-12d 0 6'-&' MIN. (4) 106 GUN NAILS AGGr O.C. 81 =RE D 2x RAFTERS SECURE 2X4 LU/ 2-34' i SECURE 2X4 W/ 2-1/4' APICNs OR DRIVE PIN ON: - Ix& NAILER SECURE TO TRI.45SE5 (MIN. SHANK SIZE .145 MIN. 6t4AN< SIZE.145 MIN. BELOW W/ rAPCONS OR DRIVE PIN ,4. HEAD SIZE SECURE 2x4 ON (2)12d NAILS OR SIZE 300 MIN. -3 �02 E!`IEr=pmENT Iy4d /IN 8' FLAT TO 5LK (3) Iold GUN NAILS a EA, TRUSS- E�m5m)mrzw I Y4d, wu^ EA, END NOT Ez EED W1 CUT NAILS. EA. r=N�) NOT TO r=)X<Crz 5T, F�� 4 1 O. iAX SIDES: 2X6 GARArzE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 )j'X8" A -BOLTS 4' EMBEDMENT MIN. CREATE VOID FOR STRAP 2X4 50 <rNrx 5T. PLA-tr= 9 W/ 2'X2'XV& WASHER AND NUT PENETRATION SI=_CUR5 &4EATI4NG 1/2, cr.)X SPACED EVENLY FROM FLOOR TO ROOF PECKING OVER 2 BLOCKING --.;X- WITH MIN. 2-12d PER 5LK. GARAGE DOOR HPR IN JOINTS BE PEATPING EA. r=NP PRIOR TO FILLING. PRE-ENG TRUSSES T BLOCK a CENTER O� WITH M 2-12d PER 5LK_ EA- END DOOR HEADER WKI))j'X8' J-BOLTS E)CFERIOR ARCHWAY (��EXTERIOR ARCHWAY 4' EMBEDMENT W/ 2`X2'As' WASHER 9 ALTERNATE CONNECT[ 'ON CONV. FRAMED ROOF AND NUT. TO 5LK1G 4 WITH WINDOW META-24 RAFTER SCALE. BETWEEN TRUSSES 2X4 SECURED TO - --- 1 11 _NG 11115 UPLIFT GAB NG UJ/(2)12d w PRIFE-5 6655 W/ TR.�sa -5M20 CONNECTOR VEFR1t=Y W1 SIMP50M H1 ALL ANCHORS SHALL BE IN ACCORDANCE FR_4MING PLAN W/10 106 TO TRUSS 2X CU D TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE 0 OP PLATE AND (4) 1/4' x 2 1/4" GA5 SUCH INSTRUCTIONS ARE MORE STRINGENT TAPCONS TO CONT Wl,(2;1 EA. UPRIGHT RIPPLE STUDS 0 16' O.C. POURED LINTEL GARAGE DOOR MAX HEADER SIZE PER 1900 UPLIFT rQ BUCK ATTACHMENT SIMPSON 1 5-14-12 0 EA. JACK (2) SIMPSOM HTSM20 v. SCALE: 1/2'= 1'-0" SPAN CHART. STUD, 50T�� SIDES Or INSTALLED ON OPPOSITE -ACE - BLOCK WALL L-30 0 FACES Or BLOCKING 35X PLYWOOD 2x STUDS 0 16' O.C. MAX W/ W110 10d TO TRUSS TRUSS i SHEATHING. SHEATHING TO 5r= AND (4) 1/4' x 2 1/4" POOR WITHIN 4' OF WINDOW/ DOOR TAFICONS To CONT 2x4 BLOCKING IN EA. RAFTER ro'-O' Cf:--EN�NG OIIENING-� OPENING AND SECURE PER LINTEL NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS PRE-ENG TRUSS 4 AND SPECIFICATION) x4 IR4,--�EFR .4 4 —JACKS (SEE HEADER SPAN CONTINUOUS -AM ,X4 BOND BE PRECAST LINTEL CHART FOR DETAILS AND SPECIFICATION) wl �--JACK. STUD ASSEMBLY TO 51E I -IT SrECUREID ONE PLY tv A TIME- �CLOSED VALLEY FLASHING DETAIL -�,�'L'R.AMED OVERHANG N.T.5. tUSE 12d NAILS, TWO WITHIN 6' N.T.S.NT5FROM EACH END 4 NO MORE U�) THAN 12' O.C. STAGGERED 2X4 DBL. SP4032' O.C. MAX 2X4 TCP PLATE �><4 D15L. TOP PLATE TOP 4 5OTT rT, P30ARD 1/2 "xe' A.5. MIN. 7' TAP CONa -OF PL I'E TO SECURE To f=RArjING, T S'FROM EACH MIN. 2' COVER"A NM-D MINI 1/2', LESS THAN END 4 32' O.C. MAX. 2' APART 1 1/2', WINDOW MUST 5F: TYP. INTERIOR Pr%!E -rA5 L-PFE-FA5 PRE-FABt SECURED TO BLOCK DOOR OPENING WD FRA SP4 OR Hr; 6 TOP AND TRuS 1/2' CLG. BOARr,"" 1/211 CLG. BOARD TRU55 TRUSS 4 . SCALE: I/2"=I'-V BOTTOM PLATES a EA. FULL TRUSS ANCHOR LENGTH STUD, 50T�4 SIDES 1121, CLG. BOARD CONT. METAL OF OPENING.RETROFIT D 1/2' DRYWALL - TRACKS, TOP 4 BOTTOM 2x4 BLOCKS t 01— *16, 1. . LINE OF SLAB O.C, U.O.N. k 1/2" DRYWALL 1/2" PRYWAL_ - 4 1 2 X4 WOOD -- - ` I I SECURE 2x TO BLOCK 1111 (2 -2X4 CONT. StSSSTUDS *]roll 88 a,xv TApcoNs OR DRIVE PIN W5 REIBAR VERT. IN CORNER BEAD O.C., U.O.N. LOCKING 2X4 WOOD C�HANNEL SHAPPED (MIN SPAN< SIZE .145) 5OLID GROUTED CELL SEALANT 4 BLOCKING STUDS 24. 0 BACKER ROD MID -WALL MID -WALL SECURE 5T. PLATE STUDS O.C. *241 LAYER 0i, (MIN EM5ED. I �9 5' CMJ, SEE '70 SLAB W1 106 tj , 112 1X9 N Tr WITHIN 8- OF rEACP END AND CEMENT PLASTER STRUCTURAL FOR 0 SLAB MASONRY NAIL. 0 APPLIED REINFORCEMENT LA _T W 101 O.C. MAX SPACING. PIRECTLr TO f151 ----1/2' 32' (3C, I , < , W/ 10a MASONRY T 32" O.G. MAX ATT P TO EACH MAGONR*r 2x& P.T. WD ATTACHED TO FILL NAIL 0 32' O.C. 2X4 PT. 51D 12, o.C. I'd � . MAX PLATE O CELL AS PER SEE FOUNDATION Ct�lu WALL— 1 7. PRODUCT GONG. SLAB FOR DETAILS-\ CONC. SLAE! CONC. SLAB SFTROVAL < 41 4 _v : .4 4 j COLN7-r 0 4 4 �—U)EAT4ER STRIP ION_\ 4 4 ..4 4 SEE FOUNDATION 4 15. MOULDIWG ALL FOR DETAILS SP4032' O.C. MAX- 4 AROUND (5`r 1-STORY 4 4 CiALV. STEML POOR rTANUR) 1-STORY t-STORY 1-STORY TYP. INT. WALL 4 4 I -RACK 5RACK5T5 I ASTENED To INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL METAL STUDS WOOD JAMB Will NO UPLIFT) NON- 3/16W 114'LAr-s GALV. STEEL — PL SCALE: Inl1=11 I fv-- R1 w a VERTICAL TRAC,< -0 MAUF� I' MIN BY OTHERS r -a ARCH WINDOW FRAME rRACK 15RACKZ78 7SLIDE SCALE. 3/4`=1'-0" GARAGE DOOR JAMB�1, CARRIAGE BOLTS 13 5CALF": 1/2 1'-0' AND LOCK NUTS. TRUSS TO WOOD F!�ING SIMPSON M75-12 FIRE-ENG TRUSSES W1 TRUSS CONNECTOR VERIFY W/ PRE-ENG TRUSS PRE-ENG� FRAMING PLAN DOUBLE TOP PLATE 0 DOUBLE TOP PLATE PRE-ENG TRUSSES OR SP41532' OjC. MAXLOCKING MID WALL- 7116' 0.5.5. CRIPPLE STUDS a 16, Oic. CONV. FRAMED RAFTERS OR 1/16' ZIP &EAT14ING MAX . . ....... Xj 2x CONTINOU5 5TRE55 015L. 2X TOP PLATE 2x STUDS a 16' O.C. r-�Ax, SYSTEM (INSTALLED MR -,a I ME ERED U.O.N. HEADER SIZE PER SIMPSON LSTA-12 0 EA JACK OPENING. MAMP. SOPECS-) ; T 4 G SU,5FLOOR Ca- z-111" SPAN CHART. STUD, BOTH SIDES or TRUSS ! 2X 5LOCKNG a AND SCREWED AS P, TOP OF !'1TS - 12 I=A 1/2' CDX 2x STUDS 0 Irv" Or,. MAX W1 _E 3: 2�OOR R: =1U:)D5U'T0 SHEATHING. SHEATHING TO BE 2 2X STUDS 16' O.C. MAX - STUDS DOORj wrrHiN i, OF wiNpow/ DOOR ge SON M5TA - 3& 0 2X 5�M. 101-AllE WINDOW OPENING AND SECURE MR 2X OPE NAILING SCHEDULE 0 OC. MAX 3/4'FLICOR DF=C<ING Ni KING STUDS (SEE HEADER MSTA-3rp 32' 0,,C;-jjj, SPAN CHART FOR DETAILS MAX PRE- ENGINEERED AND SPECIFICATION) FLOOR GADIER 1& - ---- - X4 5TUIDS 161 c./_ FIRE - EW--s FLOOR TI;d, JACKS (SEE HEADER SPAN PRE- EN41NEERED CHART FOR DETAILS AND Z) AC�HEP AT SPECIFICATION) R;=4 1'', - - E --, SCHEDULE 2x CONTINOUS STRES6 DOUBLE TOP PLATE FLOOR TRUSS T I JACK STUD ASSEMBLY To ON 5Iz4EET r,>2 BLOCKING MID WALL (DCONTINUOUS SHEATHING TO BEGIN AT TOP OF 5L< ZIP &_IE14_11_4NG SECURED ONE FLY * A TIME � 5*1'51-Ei-t flNSTA�_LEC:� PER 2x STUDS a 19;' O.C. MAX, W1 114' GAF` F`I� 5L< TO O.S.B. Tr=XT F-INI&4 U.O.N. USE 12d NAILS, WITHIN W MANUR SPECS.) FROM EACH END 4 NO MORE 1/2' GYP. WL. 5D. HORIZONTAL 2X SJ-r-. STRUCTURAL BLOCKING AT THAN 12' O.C. STA6GERED 2x4 BLOCKING UNDER PERIMETrER OF O.S.5. TO PROVIDE CONT. NAIL PATTERN 11 t A L; LUALL STUDS SCURE _—META -16 SECURE 5T. PLATE T��, FRF - =NC:sINr=r= r3f=41932' O.C_ MAX SLAB W/ j'xcY ANCHOR REMAINING AREA TO BE SHEATHED FROM DBL. TOP SP4 OR 145 0 TOP AND L 5ETWEEN TRUSS 5AY'S W/ TRU65 I u 11 BOTTOM F`LATE5 0 EA, FULL (3) 12d's EACH END --a 'MU WAL.L. BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. LENGTH STUD, BOTH SIDES SIMPSON HIGH STRENGTH 2x DOUBLE TOP PLATE SHEATHING a TOP OF WOOD FRAMED WALL TO BE OF OPENING. SHEATHING TO LAP TO STUDS Q 16' O.G. EPDXY I` EMBED_ MIN. SIMPSON SP4 5TAC<sEfMD MX OF 16' FROM SHEET BELOW BOTTOM OF PRE-ENG'D MTS-12 is EVER STUD 32' O.C. MAX (fv) INSTALL ALL SHEETS WA--AcE GRAIN PARALLEL TRUSS BELOW- SHEATHING TO STUDS MUST NOT BREAK 1'-4' MIN. 2X4 5T. PLATE R To 741L 5�41=-A- ,:,LL, C 7 -T- LUiA r4_E�� - ------ 9 INT. 2-STORY L,B.-W FROM 2ND FLR. LINE. E SCALE: 1/2'= V-0' EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER KNEE 3! r 0� DETAIL @ ENTRY SCALE: I/2"=I'-0' OPENING WD FRAMED ATTACHMENT �TENT Lr =1/2'� - q��5COA 1, _01 ASALt 1/2 iv ('ONTROL, DATE: 0 7 /0 1 /15, ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com L AA #: 0003325 r-4 N w c) 0. �r4 num mom now �BuBnrv. & CREEKSIDE LOT #82 31-IMET /fi I,,,.... i 0 N Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL5891.2-R5 N/A 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 corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type Il: 3/16" or 1/4" ITW concrete tapcon SH Window (+38) / (-50) (+50) / (-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 corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. SH Window (Integral Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. Mulled) +38 -51 ( ) / ( ) +50 -55 ( ) / ( ) PI Gem y PI Gem 1500 y FL16100.1-R5 Non Impact p from corners, 8 1 2 o c at jamb 6 / / 1 " @ 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 Ultracon 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) / (-15.5) Ply Gem Ply Gem 1500 FL16104.1-R3 Non Impact anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 112" @ 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. 2 112" minimum edge Sliding Glass Door (+33) / (-41) (+25) f (-50) Ply Gem Builders Series FL14634.1-R2 Non Impact distance. 6" max o/c from corners and 20 3/4" 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" embedment. Opaque slab with or Single door with sidelite. 1/4" concrete tapcon anchor. 3" without impact (+36) J (-47) (+50) / (-50) Therma-Tru Smooth Star FL15037.1-112 N/A max o/c for corners as well as each side of sidelite. Tapcon sidelights (1 or 2) 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. Opaque double Tapcon required 3" each side of center of opening top and door without (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15225.5-R3 N/A bottom. Top and bottom centerline of each door slab get sidelights tapcon. Rest of vertical o/c spacing is 14" max. 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 single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom 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-R6 Impact right and left corners, 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" 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 %" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit (+75) / (-75) Alside 2T FL15272.1 1/4" x 20 stainless steel with minimum embedment @ Hurricane Panels + or - 20 p.s.f. Global Protection 24 GAGE FL15076.2 7/8" in poured concrete or 1 1/2" total if stucco should Less than 6` span exist, can be headed screw or all thread but with wing nuts 1/4" x 20 stainless steel with minimum embedment @ Hurricane Panels 6' + or - 20 p.s.f. Global Protection 24 GAGE FL15076.2 7/8" in poured concrete or 1 1/2" total if stucco should span or more 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 EC T .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wvvw.abdesigngroup.com AA #: 0003325 A mom mom W :34 1 W � O L~ CQ stmDm CREE+ KSIDE LO►�#82 1' 1 •_ • NO 1 �` .� 04f®3f1"7 NOT,:-: NOTE: NOTE: IF ZIP 5�EAT4NG S*I`STEM 15 APPROVED BUILDING WRAP IF Zlf= 514EAT4NG SYSTEM 15 69 INSTALLED, FILEA5E SEE SHALL BE LAPPED A MINIMUM 01-- INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE t-tANUPACTURER5 ro' is VERTICAL LAPS (ROLL MANUFACTURERS f=LASHING (COMPATIBLE W1 HOUSE .......... END5) 4 6' 0 HORIZONTAL LAPS. WRAP MATERIAL) OVER ....... . . INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I` INSTALLATION PROCEDURES APPROVED HOUSE WRAP. .. ... ..... ..... -------------- WITH I`=ORTI5ER SHEATHING TAPE FLASHING TO EXTEND ONTO PfFr= .............. .. ........ F, 1'OR LESS PIPESPLI=-ADHI-RING MEMBRANE F=LA&4ING (COMPAT15LE W1 HOUSE THICK, 3 COAT CEMENTPENETRATION FfPOFRZ-TEP CONTROL JOINT PLASTER WRAP MATERIAL) OVER 4`x4" T FLANGE OF CONTROL- JOINTS $ELF=-ADWERING MEMBRANE BE WIF;?ZD TIED TO LATH a 9l' WR5 LAYER 02, PORTIF-1155R I=LASHING OVER APPROVED O.C. MAX (VERT.). NOTE: DO BUILDING PAPER I" MIN. LAP o r-TET4L. LATH ...... 7. HOUSE WRAP. TO ... .. NOT FASTEN CONTROL JOINTTO FLASHING TO EXTEND ONTO I-PPIE WALL EVEN IF STUD EXISTS BEYOND EXCEPT 5TAPLIES W1 APPROVED METAL LATH FASTENED 07' (VERT.) O.C. MAX x V LEG MAY 5E USED TO TEMP. �X— SECURE CONTROL JOINT AT SUPPORTS DURING INSTALLATION CUT AND OVERLAP ONE SIDE OF WR5 LAYER 11, SEL�=-APHER[NGMEM51RANE FASTENERS TO BE SPACED STUCCO WRAP METAL LATH FLASHING AND OVERLAP ONE 5IDE r-F 0 7' O.C. MAX VERTICALLY `ELF -ADHERING MEMBRANE SHEA7H(NG STEP 01 STEP *2 FLASHING OR 1/16' ZIP SHEATHING WR5 LAYER M, THICK, 3 COAT CEMENT SYSTEM (INSTALLED PER S 5TUCCO WRAP PLASTER WLAYER 01, \L / L/—jWICI'll NUF, 6nC-5,) STUCCO WRAF METAL LATH &'MIN PAPER LAP 5ELOW WIR5 LAYER 02, t=ORTIr-I5ER WR5 LAYER 02, 1=ORI-II=1WR L-WR5 LAYER *2, rzowir-115ER BUILDING PAPER PER BUILDING PAPER P i l 19A 7 4A STUCCO WRAP (o'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED TO INSTALL FASTENERS (CLIPS, GAP MIN. STRAPS, STAPLEES) AS HOUSE WRAP. ATP SHALL NOT &„ TO a" ro OR -t/l&'Zlf= SHEATHINGS REQUIRED TO SECURE FLA514ING TO EXTEND ONTO PIPE E CONTINUOUS MIN, SYSTEM (INSTALLED PER PIPE/ WIRE TO FRAMING `I�NUF=. SPECS.) H CONTROL WOOD SHEATHING 4"x4" SELF -ADHERING MEMBRANE DINTS BUT SHALL 0, -LASHING OVER APPROVED E= STOPPED AND HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE:. =ROM CONTROL JOINT WHEN -"\P.A.-,PER LAP ALL LAP LED At EACH SIDE. R ASTM C1063 PROVIDE 2X4 5LOC<ING I IN,IN 'T'-' LA 4�L,�VIFFR PLACED FLAT MAX. 6' 70 5' - FALLS ON CONT. BEAD Or- SEALANT T CONTROL JOINT r-ASTENERS FOR LATH TO 5E NAILS O'R STRUCTURALSTUD SCALE: I —INSTALL APPROVED HOU5EWIRAF AIR APLES IN COMPLIANCE W1 ASTM C1063 INFILTRATION BARRIER OVER WIRE TIES TO BE (NO. 18) 0D416'WIRE SHEATHING BLOCKING SHOWN MAY 55 IN ADDIT[Cr* --;zLASTOM5RIr- COATING OVER STUCCO/ O WALL STUDS REQUIRED PER PLAN C.V. FINISH (SEE TYP WALL SECTION) 1z VERTICAL LATH & PAPER DETAIL WOOD STUDS ----� SECTION PER FBC R703.6.1 Exterior lathing and plastering NOTE: SHEATHING Exterior use of portland cement plaster SIDE LAPS OF METAL OR '1/16' ZIP SHEATHING vraTEm shall comply with the application PLASTER BASES SHALL (INSTALLED PER MANUt=. SPECS.) requirements of ASTM C 926-12A. BE SECURED TO 5UILZ)lWz 611 MIN. NOTE; Installation of exterior lathing and framing FRAMING MEMBERS. PAPERIF ZIP SHEATHING SYSTEM IS LAP M" TYPE CONTROL JOINT THEY SHALL I TIEDshall comply with ASTM C 1063-12A. INSTALLED, PLEASE SEE BETWEEN 5UFPORTS WITH CAD4-15-IN. )�" LAP Q LATH t-tANUFACTURER5 WIRE AT INTERVALS NOT INSTALLATION PROCEDURES MORE THAN S' (2213-MM). AS PER A5`71`1 C1063 Al 1. FOLD INWARD 0 PT. A O 1. FOLD NWARP • PT. A 1.8.1. 2. CREASE • PT. 5 KICKOUT NOTE: FOLD �1 r-OR REPAIR OF TEARS,, LATH t7 =1= IN WR5 LAYERS, TEARS DETAIL MAY 5E PATC�HED & PAPER DETAIL F'IFE FENETfRAT�CN A,--- LU/14OUSE WRAP TAPIE FSR MANUr, SPEC. OR t PEEL 4 STICK N.T,S, 4-5- -111ro" ZIP 514E,474NG 5'r5TEM (INSTALLED PER 1`-1ANUF- SPECS.) OR 1. FOLD INWARD » 1. FOLD MIJIARD 0 10T. A TA. . WOOD SHEATHING PT. A 2. CREA'SE * Fr. 5 WR5 LA-T-ER 01, 2. CREASE * fwr. 5 3. CREASE a 10T. C STUCCO WRAF 3. GREASE a f7r. C 4. r0l.-D FT. C OVER 10T. STILL PT. C TOUCHES BOTTOM rLAW-e THICK, 3 COAT CEMENT PLASTER �� METAL LATH L E C LAP WR5 4 TAPE OVER RA I1�LA� FOLD ROOF/WALL SCREED 0 Tt- --------- L WATER Ticli-T NOTE: SEAL- FOLD, 22 S!2 IF ZIP 814EAT4NG SYSTEM 15 -cur. z L "l' -r%Tf=E CONTINUOUS INSTALLED, I=LEASE SEE T WF%R5 LA"ir"EFR #2 (*r,;,P,,7FE3* 0 MANUFACTURERS PLAGALV, I`IETAL FLASI41NG 0 INSTALLATION PROCEDURES THICK, 3 COAT C5MEN- Ln z 0 (NAIL TO ROOF DECK,, NOT STER WALL 5�-4r=AT4NG) WR5 L-A-=-R w2, FORTF-15ERR 5UILPIW-s =Af=$ER CAP 51-41NGLE - DO NOT NAIL, ------- ------- x WR5 I-A**'7-IR 01, INSTALL UJIT�4 ROOF CEMENT STUCCO Lr--4p LAID LA OF BUILDING JAAF- ovER N.AILWj rLAW-,E, WM Af!lOX I AABOVE SHINCrtI-E ti L &C-REED ROOF GIE-r-IrENT --AT�41NG 5x5 WALL r-LAf,- 1,4 5�41NGLE ROOFING 1,000D le OfR 1/16" ZIP 5HEAT�1NG <ICK-OUT FLAG--'N�0 (SEE DETAIL) v NOTE: IF ZIP 514EAT441NG S1`5TEr-1 15 NOTE INSTALLED, PLEASE SEE MANUFACTURERS 1'�IETAL LAT- LLATE70 3`- PER P5G �4 PELT 114DER-ATIMENT INSTALLATION PROCEDURESWATER -1-1044-1- SEAL (BEND OR SOLDER Do NOT GUT) SCrrF-- WALL KICK= Si-4INGLE ROOFING—/ =LA&4NG AT BOTTOM OF ROCF 4 DRIP EDGII OVERLAP 3', INTERSECTIONS --J f=EfR eQ. N��A�RZ:) (U71LIT`� O�R NCt'-IINAL EXTEND 1/215ELOW F4,5TEN 4' O.C. MAX 54FAT14ING, MECHANICALLYL" FLASHING- LAT�4 DOES NOT M,�.T.s. EE7 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 IL AA #: 0003325 C-4 ro ,4 Cq I r,7-- CREEKSIDE LOT #82 IPROJZCT# 04321.000 NOTE: INSTALL 6' SELF-ADI-4ERING IF ZIP 6kEATkiNG 5'rSTEI"l 18 MEMBRANE 1=LASWING OVER STUCCO INSTALLED, PLEASE SEE TOP, SIDE(S) AND BOTTOM 1-INI5I-4 MANUFACTURERS t=LANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE E><HAUST. b" SELF ADHESIVE SEQUENCE OF FLASPING TO BE: WOOD CONSTRUCTION OVER TOP 4 SIDES 1116" ZIP SHEATHING 5T5Tr=M E44EAT41NG SYSTEM I. BOTTOM, 2. SIDES. 3. TOP (INSTALLED PER MANUr-- SPEGS.J OR (INSTALLED PER MANUt=. SPECS.) QR - X VENT CAP 15 TO BE SET IN BED SELF WOOWOOD8�4EATkING —WOOD &4EATPINr-- OF: SEALANT AT TOP UNIT AND FLASHING WR5 LAYER 01, SIDES ONLY. SF.�NEr 15 TO BE UNIT LAVER *11, STUCCO WRAP 50A LECT STUCCO WFAf=l WATER TTOMPOINTS. WR5 LAYER w2, F-ORTIP15ER 0 FREMANU=. DRYERBUILDING PAPER _T- 81ALANT ALL ENT GAP (5ET IN META L LATI 4 Aff. JOI TS TERSECTIONS CONT. SEALANT) WR5 LAVER 02, FORTIF15r=R WORD-7/8. �� rzxTUF4HrD FINI&4 a WOOr-> 5UILEDING PAPER Al010 Y SEALANT AT PERIMETER OF coN5Ts:11, ::TION BACKER ROD -MOVABLE FRAME AND STUCCO FASTEN TO WOOD STRUCTIIRAIL ON ALL sogs, Y41' CAULKING JOINT SEALANT a MEMBER a 71 O.C. MAX ALL AROUND 1' T4C<, 3 COAT Cr=t-IENT a, CI'llu TOP 4 SIDES fi VTO,§" MID -WALL PER FBC R703.6.1 FLASTER Exterior lathing and plastering IL BACKER ROD Exterior use of portland cement plaster DRYER VENT TO -/a MID —WALL shall comply with the application (BLOCK). W. 60B requirements of ASTIVI C 926-12A. X. WEEF SCREEID b" WIDE SELF Installation of exterior lathing and framing 1 API.4ESIvE SLASHING, CLEAN M45ONR'I' 5r5=01RZ APPLYING shall comply with ASTIVI C 1063-1 -�TEXTURSD 5EI F-AZ-)HE51VE WR5 LAYER 01, STUCCO WRAPNNIS14 MASONRY = HOODHID VEN7 BUILDING fP=Af=rR WOOD FRAr-IED OVER 'QUICK HORIZONTAL WEEP SCREED Ta-410<, 3 COAT CEr-7EN7FLAS4 WAL L PLASTER METAL LATI4 -DA HORIZONTAL WEEP SCREED (FRAME TO -BLOCK) PIPE THROUGH (7-1 WR5 LAYER #2, PORTIF15ER, WALL (FRAME TO FRAME) NOTE; 5UILDING PAPER NO-']'-E . F ZIP SHEATHING 5'T'5TEM 15 UJ00D &-EATWNG IF ZIF=I- SHEA-1 1-4ING 6Y!5TE"*l 15 INSTALLED, INSTALLED, FLEA6E SEA f=LrzASr= 517zt-z '1'-1ANUt=AC;TURt,=-RS I"'IANUFACTUREPP 5 CA DRYER VENT (-FRAME)�A ,RACED INSTALLATIONROGrEDURES - Iro" 5ELFADPE&VE FLASPING (INSTALL PER MANUT=. SPECS.) -T/16,, ZIF;, 54EAT4NCs SYSTEM (INSTALLED PER MANUr. 6FEC6.) OR BUILDING PAPER ujooD 5HEAT441NG UNDER "QUICK PLA5�4` LUR5 LATER 01, NOTE: UJR5 LAYER*11, S UCCO WRAP IF ZIP SHEATHING SYSTEM IS APPROVED ''UT OPENING IN STUCCO JJRAP T POU5f=-WRAf= UJR5 L,4Tr=R 02, r-ORTIr-[5r=R I INSTALLED, PLEASE SEE FOR SOX INSTALLATION BUILDING PAPER MANUI=ACTURERS WOOD ------- INSTALLATION PROCEDURES CUT `X" INTO LAi,rzfR *I, SELF - ADI-41'= RING �E �TR �AT �10 N� E METAL 1 P WRAP MEM5RANE FLASHING X v L 15 AND ING MEM5RANE FLASHING WOOED 5�41EAT441NG 81 CMU APPLY SELF-ADHER OVER 15OX AND OVER APPROVED LUR5 LAYER 5TEF= :'I STD F= #2 —W ujlZ'.>rn STRIP e?=- L r- ADPE51VE MASONRY 5Er-ORE A==--I\C- AFFROVED Z FLA5"!NG I-4OU5EWRAF= 5r=L-OUJ WR5 LAYER '01, STUCCO WRAP STONE VENEER VERIFYLOCATION ELEC. 1-1ETEf;R FIELD OV5R tr—RATC14 COAT V`EfR1F'1'- LOCATION CUT SUCH THAT APPLY 60 MIN 15RANE FLASHING NO M5I"15R4Nr= GRADE "D" FELTME ENTERS BOX, OVER Af=f=LT' TO FAC5 APPLY 5TUGGO 5GRATG44 GOATEDGE IFLASHING OVER HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT Af=RCVrz:) W/STONE VENEER f=fRI0fR TO IN5TALLINr-z ELEC. HOUSEWIRAf= (FRAME TO BLOCK) I-tETEF, JJR5 LAYER*2, FORTIP[5ER C;,4V[T'T- TO BE FILLEDBUILDING PAPER RIGID f=OL'rMEfRIC: 5 T E F= 150GYANOTE-POL*rIBLENC) FOAM L C-END ( "GREAT STUFF" OR SIMILAR) 1 'LA ]DfRAINAGE FLAN E (WfR5 BASE SEALANT Al- POINT LA4*T"EfR 01, STUCCO WRAF) TEAT ELE . LORE PENETRATES Af0FDL1" E-Z IBEAI-.)— W-- OVER 60 MIN fRE5 AREA 70 RECEIVE =1 III = A=t=)) 57!LC;CO 5CR,47C�4 COAT SEALANT AT ALL t-IETAIL LAB "-X-X--",, I COAT OF f=A�N—i LU/5AC;<— JOINTS AND tl- i illi I I ik.ANC.? RC—'— fzfR!Qf�e, TO T STUCCO ELEG. r'=—TER INSTALLATION 4 _PROVIDE 5TUCGO E;CfRATC+4 GOAT LARGER T+4AN T44E ELEC;- •11:0 o •0. •0 •0 00 00 0• 0 0 0 •0 * 0 * 0 WOOD SHEATHING METER GAN OR METER CAN oR -T/1(0" ZIP SHEATHING SYSTEM COr-150 OF, r'IETER CAN AND (IN5TALLEC) PER F ANUf=.SPES.) F-)I5CONNE CT5ELF-ADHESIVE LASHING ST F= 11� - al� Ti: f NOTE: 9 ELECTRICAL RECET:)TACLE rrIETAL LA7�I- LATH TO 5E FEfR F-5C; QQ ELECTRICAL CONDUIT R703.6,1 /5Tt-1 G-541-09, MIN. 2.5 L55- 8 ,4 PENETRATION E'ER SCE.YARD (UTILIT-T- OR'-IQrIINAL LATH DOE5 NOT 1IEET 5FEOFICATION5) A R C H IT E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 MW NWM N C col 99 GQ LU JL0 T%- CREEKSIDE LOT #82 0D1t0JZCT# 04321.000 10jImIgO4 JUL 12 2 PRnm DATZ:\ 04/03/17 --------- ----- EXT, W00C.) FRAMED WOOD SHEATHING WALL COLUMN SHEATHING WR5 LAYER 01, WEATHER RESISTIVE STUCCO WRAP SU5-FLOOR DECKING BARRIER 01 WR5 LAYER w2, FORTIF15ER 3" X 3' 2ro GA. GALV. WEATHER RESISTIVE `N15P LAYER (2 LAYER WOOD A I BUILDING PAPER PRE-ENG'D TRUSS METAL DRIP EDGE BARRIER 02 4 STICK) SET IN FULL 55 CONSTRUCTION THICK, 3 COAT CEMENT 3/4' PAT CHANNEL WEATHER RESISTIVE SEALANT,Y�" MIN. 3 DRYWALL PLASTER BARRIER 01 & PEEL 4 SPACE FROM DRIP PEEL STICK W/aNs' TYPE x, STICK iv DRIP \ (o " 5,4r- P 10 SCREED WEATHER RESISTIVE FACE TO TREX I X211x-311 V FLASHING EDGE TO TO 6 T I G P WEEP SCREED BARRIER W2 -15r DECK PULLr' Et EDDEP ................... IN ROOF CEMENT 0511 IN '�A_ — - TRICK, 3 COAT CEMEN v4RI;=s WOOD SHEATHING PLASTER Z_ 5 ro GA. cz V. METAL LATH Yw GAP FOR 5,4cxER METAL DRIP r=r-)Gr= WR5 LAYER OKI ROD A SEALANt SET IN FULL BED OF STUCCO WRAP WOOD SHEATHING I Y2"Xl -Y4" f=.T. OR 61MULATED 4" GAP FOR BACKER SEALANT, Y2" MIN. ROD 4 SEALANT THICK, 3 COAT CEMENT WOOD (TREX) FILLER, VINYL CASING BEAD SPACE t=ROM DRIP PLASTER CONTINUOUS FACE TO TREX WEATHER RESISTIVE f 14, (o" SELF -ADPERE ING WATER PROOFING let WFA R 516TIV5 VINYL CASING 5EAZ:) BARRIER AM66-LiFLUC-180 CUSTO SING [55EAP FLASPING WRAPPED 7, N�N R 01 W RESISTIVE 6 TOP OF L1jt=r=f=1 SCREED EXTERIOR GRADE LAYER (2 LAYER PEEL FROM k. TO 5PEATP1ING BELOW ATHE 515TIVE WATER PROOFING let---// f5 RIE 02 LAYER (2 LAYER PE BALCONY DECK TO COLUMN DRY WALL STICK) WRAPPED FR Lis palr_p cc9jF*cp"1* E L XT I CANTILEVER 4m-6mTy (" .. G0MFXT4F:" M944V WR5 LAYER 01, THir-<, 3 COAT CEMENT STIC<) AIDAWr POR CLAW47Y 0/f, —\STUCCO WRAP 4" POSITIVE DRAIN N SHEATHING WEEP SCREED PLASTER 6" PEEL 4 STICK MEMBRANE, __V Y DRIP EDGE TO DECK f. L CORNER BEAD END OVER DRIP FEEL 4 5TIC -_Q UJR5 LAYER *2, FOR'"IF15FR NO GAP IN FIELD —VINYL CASING BEAD 5U5 FLOOR EDGE I Xix3' "Ll' t=LASPING BUILDING PAPER T v V� / (SHOWN FOR CLARIFICATION OF FULLY EMBEDDED IN ---------------------- 3' X 3" 2(o GA. GALV. 5U5 FLOOR r. METAL DRIP EDGE ROOF CEMENT SEPARATE ACCESSORIES ONLY) ----------- SET IN FULL BED OF 611 SELP-ADHEREING 15EALANT,,�' MIN. ..... .......... ........ IV' XA. GALV. PLAS�PING WRAPPED IVXI -y4' T. R 51 1 1 DR P DG WR15 LAYER 01, e coRNER OF C;ANTILEv=-;R WO REX) ILL. R, /5PACE FROM DRIP 5� STUCCO WRAP // FACE TO TREX OR SIMULATED SET IN FULL BED OF N A 4' POSITIVE DRAIN SEALANT' MIN. VINYL CASING BEAD FILLER Ar'f��CQ AMfob -UJF-U'-- -180 WEEP SCREED *)NTINUOU5 SPACE FROM DRIP FOR BACK CU5TOM CA51N�9�iAD X-ACE TO TREX VINYL CASING BEAD �4 LAYER (2 LAYER r-) $ SEALANT WATER PROOFING 1st r F1 LAYER (2 LAYER PEEL 4 Y4" GAP r-OR SEALAND4,X OPT. BACKER ROD. STICK) WRAPPED FROM PEEL 4 5TIC<) WATER PROOFING; 16L MOD[f=IED so 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL 4 NO GAP IN F!177� C AN T I LE VE'R3 DRIP HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM (5POLLIN FC;;�', AfRIP [CATION OF NOTE: 10 7" THICK, 3 COAT CEMENT BALCONY DECK TO VINYL CASING BEAD 5 PAT CPANNEL SEPARATE ACCESSORIES ONLY) F ZIP 514EATPING SYSTEM 15 EDGE PLASTER CANTILEVER VINYL CASING 5EAD--\ CASING BEAD INSTALLED, PLEASE SEE METAL LATH THICK, -3 COAT CEMENT .T ZMT MANUFACTURERS WOOD SHEATHING PLASTER r7/8' TYPE "X" DRYWALL DTL. (4) CANT. WEATHER RESISTIVE 10A W/TEXTURED 4 PAINTED /8" TYPE X" DRYWALL METAL LATH INSTALLATION BARRIER 01 SCALE. 1 I/2'=I'-0" L E C 7--11J, N FINISH W/TEXTURED 4 PAINTED WEATHER RESISTIVE WOOD SHEATHING FINISP TPICK, 3 COAT CEMENT BARRIER 02 PLASTER 4" POSITIVE DRAIN THICK, 3 COAT CEMENT 4' POSITIVE DRAIN DfR,41NAGE PLANE (WR5 VINYL CORNER BEAD WEEP SCREED PLASTER WEEP SCREED NOTE: P_ NO GAP IN FIELD ��IETAL LAT�4; LAT�4 TO 5E �=EF, F:5C "I/ STUCCO WRAF) VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY. IR103_&.] / 457-1 C=a4=1=0c3l 1-11N. 2-�7 L55. W�R5 LA`�EfR 1*2 (FO�RTIFISEfR SEPARATE ACCESSORIES ONLY) f=Ef;R 5a.*�AfRD (UTILIT"T" OF., NO�IINAL 51,�ILDING PAPER) BALCONY DRIP BALCONY DRIP 11A EDGE INSTALLATION 110EDGE INSTALLATION COLUMN LATE DOES NOT t-IEET e�=EGF[GAT IONS) t-IETAL LAT�4 `LASHING) (w// L" _T 5CA1_ E-_, S NOTE- WOOD NOTEE, IF ZIP SPEATWING sy rt 15 WOOD 6�4r=A`7141NG I= S4=AT`4NG SYSTEM INSTALLED, P-EASE IF zi MANUFACTU :RS INSTALLED, PLEASE SEE WR5 LAYER MANUFACTURERS INSTALLATION FDROCE�>URE5 WOOD 5HEAT1--1INr_;; 2 x FfRX �IEt' >< STUCCO WRAP INSTALLATION PROCEDURF15 3/4 RESILIENT ,oq >< PAT CHANNEL BARRIER 02 THICX, 3 COAT CEr"IENT > WOO:D SHEATHING _LA&t=41NG > 4 7,4--f 5 1 VE F= FLASTEIR VINYL CASING BEAD WfR5 LAY`EfR 1*2, FORT 15EfR 0 0 TRICK, 3 C0,47 CEMENT BUILDING PAPER r V� lic 2 1/211 ER 5Ez-Ap PLASTER C;QfRNEz ......... - - - - - . WfR5 LATER *11, 'XI META_ LATH >< E�/8` TYPE ALL FASTENED TO 5HEAT4NG METAL LATH > A7 O.C_ �IAX. >< UJ/Tr=><TU PAIAIESD 11001?zftEA PINGi i 5�L1GG0 I�RAP 75VN om I/w, e 4m FIN[ A-M 61r61r=m MAAP. OfOrEC6.) TWCK, 3 GOAT C;E�IENT 12) 2xI2 PEADER WFR5 LA'i"ERI 02, r-OfRTIF15ER HI T CEMENT >< PLASTER WfR5 LA*rEfR *11, "SELF- ADHERING 4' POSITIVE DRAIN r-trETAL LATH VINYL CORNER BEAD 5TUCCO UJRA�= WEEP SCREED FLA5HING T4c<, 3 COAT CEtvIENT WOOD 5�4rzA`7�41NG VINYL CASING BEAD IN FIELD Virau r-oR PLASTER (SPOUN FOR CLARI=IC,4-'ON O� A CLARITY) SEPARATE ACCESSORIES ONL`11' 1-FETAL- LAT�4 IDR[f= GAf= J_ DRIP EDGE 11D INSTALLATION WfR5 LArEF, 02, f=OFTIf=I5EF, WINDOW F1 ANGIE: �LRJB LAYER 1*1, NOTE: T'_1 57UCC;�) WRAP IF ZIP SHEATHING OtEm 15 LUOOI�) CON5TRi�CIT0N _�)NE73 BEAD F ]F-) AM C 0 INSTALLED, PLEAS SEE 4A MANUFACTURERS 2 1/211 INSTALLATION PRO WEATHER BARRIER �LF,5 LAYER 112, =CRTIFIBER CORNER 5EAD X BUILDING PAPER 1. WEATHER RESISTIVE (FA67ENER 4 5FACING 1" O.C.) BARRIER 02 METAL LA I H VINYL CASING 5 THICK, 3 COA7 CEMENT CA =LASTER TPICK, 3 COAT C:Et-�=_N_ PLASTER r2/8' TYPE "X' DRYWALL AL LATH W/TEXTURED 4 PANTED FINISH ro "SELF- AF-)k4ERING THICK, 3 COAT CEMENT FLAe�HING PLASTER T4CK 3 COAT CE1-1ENT VINYL CORP. 4' DRiP` CAP VINYL CORNER 5r=AQ i:, POSITIVE DRAIN PLASTER AFFLIEF-) WEEP SCREED WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD GOWN FOR CLARIFICATION OF 51EPAfZATE ACCESSORIES ONLY) �A L TER T INSG) 413 r`1ZNER BEAD 0) BLOCK COT 5 CASING BEAD @) WINDOW IIEDRIP EDGE INSTALLATION (FRAME, NO 3A:N A R C H I T EC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774P6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 OEM= fu Ey L mum CREEKSIDE LOT #82 r-noimcT# 04321.000 PAGE: WALL -ASSEMBLY DETAILS 160 MPH EXP. C 0 ft - ft JUL 12 1? JAMES AN O 1"nINELL. AR N2079 NOTE: ---------------------------------------------------- ----- ------- --------------------- ----- IF ZIP SHEATHING SYSTEM 15 Y4' GAP TYP -7�4icx, 3 COAT cr=t-tENT 1" THIG<, 3 COAT CEr-lENT WOOD SHEATHING INSTALLED, PLEASE 65E //C-45ING BEAD R ______ a MANUFACTURERS TO Tf;':'Im , 4 TAL ATE SEALANT PLASTER INSTALLATION PROCEDURESPROCEDURESIx TRIM I-IE11.115ER -METAL LATEWR5 LAYER 01, STUCCO TO STUCCO WRAP SIDING TRANSITION LAYER 02, 1=ORTlFI5rzR WOOD 5�E,47�1NG UILIDING PAPER SIDING I WR5 LATER *2, FORTir-15ER >< T_ LUOOD 5�4EAT�41NG 1 4, >< BUILDING PAPER >< 5 LA'�'EF, *111 .. ...... WINDOW FRAr-IFE STUCCO WRAP' - ---------------- ---- ----- t TAL LATH ............................................. ------- � -_ WIR5 LA ER 02, PORTIF15ER, IE X 5UILDING f=Af=r=R x G E! LUWR5 LArER 1*1,T+41C<, 3 COAT C:EMENT WR5 L,4*T�E�R #2FORT�F:15EfR ST STUCCO WRAP -------- BEAD VINYL CASING PLASTER BUILDING PAPER (W/ a" FLEXIBLE PVC BACKER ROD) CASING BEAD (0`5ELF-ADHERING t**IETAL L,47�4 .............. FLA54NG 5 ELF-AD�41=-REING 74C<, 3 C0,47 C;E�IENT FLA5HING OR PEEL 4 STICK VINYL ANGLED. @R5 LAYER *I, 8TUC;CO WRAP, _uj FOR CASING BEAD VIE FL,457ER SIDING STUCCO CLARITY) WRAPPED AROUND FRAMING CASING BEAD 8 ro" SELF ADI4ESIVE FL,Ael41NC!� DRIP GAF (CROSS SECTION) WOOD 5�4EATHING WINDOW FLANGE WR5 LAYER 11, STUCCO WRAP 2X PFRAI-IING, - IL I v[N*rL ANGLED WOOD WN57f;WCTION DETAIL 13ELOW EXPLODED 5�=YOND ,CASING SLAP ir WOOD SPEATI41NG FOR CLARITY WEATPER RE515TI 11E BARRIER WR5 LAYER #2, FORTIF-15ER WEATHER RES[BTIVIE 5UILZ)ING PAPER BARRIER 02 LAP SIDING METAL LATP ------------------------------------------- • f=LASWING FLA5�41NG PLASTER BARRIER 01 CA&INC5 BEAD PLASTER W 5ELF-Al�)HER[Na THICK, 3 COAT CEMENT f. THICX, 3 COAT GrF!`�N_r -rWEAT�-ER RESISTIVE Y4" G,4f=' TT-F STARTER STRIP ujr=ATPr=R RESISTIVE 5ARRIER 02 SEALANT TO LJINEDOW METAL LAT�4 (0 "SELF -ADHERINC; DO NOT c 8r=Lr--A0P�iRIWl FLASHING 0111 BEAL OPENING r-LASWM GALV AL GALVD METAL lZI 1:=L 'Z' r-LA844NG LA ER #2, PORTIF15EIR DRIP GAF I DO NOT CAULK OR IL FAf=ER W-AL OFMISING MULATT=D WINDOW FRAI`-lE - UJO T MEM55R FOOD 5141EAT�41NG WINDOW FLANGE.. i j ST IWEAD CASING / \ i i CASING BEAD 05) WINDOW '�_�Ll Y40 U� X 9, SIMULATED TRIM m;=M5ER 7 SEAL GAP LU/CAUL<INCx (FRAME, W/BAND ----- ---- ;immj ........... OR APPROVED -SEALANT 15C STUCCO CASING, A WR5 LATER 01, SIDING TO STUCCO (& BLOCK TO FRAME STUCCO WRAP NOTE. WOOD 5�4EAT4NG IF vo 5HEATHING SYSTEM 15 TRANSITION INSTALLED, EASr. SEE MANUFACTURER5 WIDE PEEL 4 STICK OVER FLANGE INSTALL- AT 101\ PROCEDURES WINDOW FLANGE METAL LAT�4 NOTE: E-Z BEAD VINYL CASING t'-lET,4L LATE: LAT�4 TO BE I=r=R �:5,C 2X FRAMING (W/3/8" FLEXIBLE PVC BACKER ROD) I WfR5 LAIrEfR 01, R103.ro.l /ASTM C-847-013, 1-11N. 2.5 L55. MEm5ER. IV -TWEEN Fr=R So. *,rAR:) (UTILITY OR NO" ANAL *AFf=L*r FULL 5r=D OF SEALANT 51= STUCCO WRAP' >< LATH Dol=-S NOT SPECIFICATIONS) FLANGE 4 BUILDING WRAP >< 5UILDING: >< WRAf= W�R5 L,4%i,"EfR 1*2, F0fRTlF:15EfR >< ---------------------------------------------------------------------------------------- 5UlLF_-)lNG; f=Af=EfR WOOD CONSTRUCTION 5E"rOND W SEL1=-ADPERING UR5 *T`E;R 1*1 >< r-LASPING WOOD, 611;=AT�41NG TI41C<, 3 COAT CEt%IENT >< BARRIER 01 WEATHER RESiSTIVE 5, BARRIER " TO LAP ro I W C A ABOVE TOI- 5ARRIER 02 Z' ASPING n E A D PLASTER -Hr 1� SING E Z WIN7 X -T)4LAP 51DING V L=XT`E�R *21 REVEAL 9- 01 WE R RE515TIVE 5ULDING; FA�=EfR vlN*rL ANGLED >< 15ARRIER 02 CASING 5EAF,) STARTER STRIP GALVV METAL VINYL CASING BEAD >< PQ NOT CAULK OR 'Z" FLA5HING SEAL Of=1=7NINQ% OR >< 5EA OFSNING T�4�C</ 3 C�,00`4,T C;E�-IENT >< >< GALVD METAL UJEATI4ER Fr=515TIN/E x VIELU r-0fR :=L4eTEfR 71' f=LA5HfNG BARRIER 01 TO LAP LEGEND �x x W 5lrlULATEl:)-- 6 " MIN. ABOVE TOP �x GLARIT%T-) WOOD TRIM MIFM5�:_R Ot= IV F=LAS�41NG E::Z 5E� &X 9,' SIMULATED >< VIN*r 1N, E:)fR41NAGE �=LANE (W�R5 aa%, r-LEX115LE TRIM mr=MlBt=R HACKER ROD) LA'IrEFP�, 1*1, STUCCO LLI�R,4f=) 6' 5EL;=-ADi;;=R[Nc% 1=LA&41NG FLA�INC% IK , WIR5 LAYER W2 (FORTIF15EF, V THICK, 3 COAT k_f5EAL GAF w/cAULKING CEMENT f=LA571=-R OR APPROVED 5EALANT BUILDING fmAf=rzfR) UJEATWER RES[STIVE WEAT441E=R RESISTIVE 50 BARRIER 01 -lETAL LAT�4 X-X-X-x 6.RRIER 101 LIJEATPER f;?t=5[8-rIVE E-Z 5EAQ VINYL CASING BEAD C83) RAISE1) CANG BARRIER 02 (W/%'r-LEXI5LE PVC BACKER ROD) -STUCCO 7 UJEAT�4ER RESISTIVE ( FRAME) SIDING TO STUCCO BAND BARRIER 02 r 1EAl 0P FRAME TO FRAME WOOD 5I-4r=AT4NG 7A/ ecl,4LE.- 1 1/2 1 1-0 1 OR 1/16"ZIP 6�4EATPINC% PE EMTRANSITION (INSTALLED PER MANU=. CS.) SELF-ADHE51VE FLASHING A R C H I T E C T S 11441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i7l ki I'LL L01%. CREEKSIDE LO T A2-- JUL 12 t7 I SCALE: 1/4"=1,-0" 1 [A_X�#_ CUT HOUSEWRAF AT .45' ANGLE GU- I?� LINE OF WINDOW OPENING APPROVED wm OVER SNEATW[N .-D STUD WALL INSTALL W SELF—Ap4-4E FLASHING C NAILING FL, JAMBS EXTEND FL I' BELOW SI FLEXIBLE F DO NOT SE FM EMPORARILY OLD —UP t SEC IOUSEWRAP (O UC.K FLAP UND ! HEAD FOLD I—IOUSEWf IN AT JAr"I58 t SLOPE SILL R, INSTALL b' SELL=-ADHE =LAS4 W= C vINYL 4.4EAd =LASI41NG (' DAMS) NAIL =LANGE EMEND SELF-AD4-E =LAS4-41NG I' BEYOND J4 =LASPING NSTALL VIP SAP ALIGN 1=LASPNG W/ INT. EDGE Or - SILL R.O. MEC: 4ANICALLY FASTEN FANNED EDGES.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLA&4ING At T4E FOLD DOWN D IAGC ACRO; WINDO APPLY 46' NOM. ;ONTINUOUS BEAD 71= SEALANT At AMBS AND DEAD o %PPLY TO BACK OF JINDOW NAILING LANCsE IN LINE W1 DRE-PUNC4PED 4OLE5 OR SLOTS. JIDE ADHESIVE =XIBLE FLAS1 INc VER DRIP CAP 'EGTO-WRAP EQUIV) WINDOW FLASIi7NU INSTALLATIOIlV DETAILS 12 FULL WRAP, 5CALE= IETC'& STEP Z-4"--. N I c�TE I ZIP 5 I-4 EA- k4ING- 5 t'-1 15 IN 5`;^_1E D, FLE45E 3EE NeTALLATI JN f= INSTALL WINDOW PLUMB, LEVEL AND SQUARE F E MANUFACTURERS WRITTEN INSTRUCTIONS =: ' IBRANE AST--! ING �EER JOINT 0 It IS TPE C:ONTACT'ORS RESPONSIBILTY TO VERIFY TPE COMPATIBILITY OF ALL PRODUCTS INCLUDING POUSi=WRAP, SEALANTS 1 SELI=—ADPERING 1=LASPING MATERIALS USED DURING CONSTRUCTION. �. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS UARNING. SEALANTS MAY REACT ADVERSELY P NOT =M10ATISt t=- — -- CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 r-OLLOWINC-4 COMPLI=LION O= EXTERIOR RETROFIT WORK NOTE: F;r=PAIR 60.4EME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WM 4 EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER 01= WINDOW WITH SEALANT R C H IT E C TS I 41 N. RONALD REAGAN:LVi LONGWOOD,1 ■ 407-774-6078 407-774-4078 www.abdesigngroup.com t 0003325 { s w f t i ARCHITECT: ">',� M STATE OF FLORIDA DATE; 04/03/17 W A5 1 1 I 11 \1, 2x(o 5U3-5AND UJ/1 "x4" NOTCH 6 END, UJRAPPED i=EEL 4 STICK DFIP EDGE 1/9' TEXTURED FINISH s WOOD %' TEXTURED FINISH s Vvlu r*,1E TAL FASC I A WRAF Yell FROI 1 5TUCC�0, 1" FRO1*oo WOOD WALL fN P'IEtAL F=A 51 f 11 1\ 11 I� I \ \ 2x6 SUB E 1 \ � 1 1\ \ 1\ EX-ERIOR WALL \ (F A1"'E OR C1" 1U) \\ _ NOTE: NOTCH FOR 2X& - RE71 f 0v=D IE1'OND) OFF WALL :CO) �5TER UJ/1 "x4" NOTCH e IN PEEL 4 STICK -1/8" TExTURi=D I=INISH a WOOD 1 FTAL LATH WOOD SHEATHING WRB LATER *I, STUCCO WRAF IURB LA'I'ER 1*2, FORTF15ER BUILDING PAPER RCO=ING CEMENT DRIP EDGE METAL KICK OUT NOTE: _ IF ZIP 51-1E,4T14INC PLEASE 5EE 1IAI PROCEDURES PRE-ENG'D TRU55 TO 3E CUT -6 WALL LINE TO AVOID CONTACT UJ/TEXTURED FIN 15�4 2 lix.4"x,41-011 SC1455ED TO TIRU55 LJ/126 NAIL-5 (o"-8" O.C. 1" IAX. 2x SU 3 - 3AND WI/ V"x4" NOTC1-I a END i"fETAL FA5CIA WRAI~' DRIP EDGE EXTERIOR WALL (FRAt"1E OR Cl IU) I: BAND DETAIL (�i) WALL SUB BAND DETAIL OP WALL WZKICK-OUT FELT'AR DRIP EDGE (REFERENCE FOIN 1 ONL''I', FOR WALL OFF-- SET OF COt-1PONENT5) 1~1ETAL FLA5HING, WRAPPED 1 1IN. Y4" ABOVE 307701" 1 OF DRIP EDGE 2x 5U3-5AND UJ/V2"x4" NOTCH -a END, WR,4PPED IN PEEL 4 STICK *ROOF CEI"IENT ROOF EDGE Ol 1 f TTED FOR CLARITY' LUALL KICK -OUT PLA5HING PELT PAPER DRIP EDGE (REFERENCE POINT ONL'I', FOR WALL OFF 5ET OF COl"11=ONENT5) 1 IETAL FLA54NG, UJRAf=f=ED 1" iIN. Y4" A50VE 50TTOI"1 0P DRIP' EDGE 2x SUS -BAND UJ/lY1lx4" NOTCH s END, WRAPPED IN PEEL 4 5TICK *ROOF CE1„1ENT 1w ROOF EDGE 0l 11 TTE D FOR CLARITI' A R C HI T E C T 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w z w � O � U a e I PRINT 04/03/17 SCA.LE: 0"'