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A R C H I T E C T S • STATE OF FLORIDA CERTIFIED BUILDING DESIGN CRITERIA: CONTRACTOR: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) *ALL LOCAL AND STATE CODES D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES J. CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PLAN REVIEW 1 DATE I CHECKED BY: BLVD. *OCCUPANCY •CONSTRUCTION TYPE • MIN. INTERIOR FINISH •BASIC WIND SPEED *EXPOSURE *I —STORY RESIDENCE •2—STORY RESIDENCE 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 SQ.FT. CALC.'S IST PLR LIVING 1104 50. FT. 2ND PLR LIVNG 1501 50. PT. TOTAL LIVING 2605 50. PT. GARAGE 43-t 50. PT. P'ORGN 53 50. PT. LANAI S0 50. PT. TOTAL 31-15 sa PT. ABBREVIATIONS ABY. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUX. LUMINOUS AW. AI=STABLE X.C. MEDICINE CABINET ALT. ALTERNATE M. MANUFACTURER AMP, AkPERAGE MIN. MINIMUM BD. BOARD Mm. MOUNTED CL CENTER LINE XTL. METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEUBG O.C. ON CENTER CLR. CIw PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC TIE ?LT. PLATE D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. HISIIi DIM. DIMENSION RAD. RADIUS DISP. DISPOS& R.A.G. RETURN AIR GRILL DR DEEP HER REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG FL EACH SHT. SHEET ELET.A. ELEVATION H G• T SHEATHING EQ. EQUAL R SHOWER EXH. EXHAUST SIX. SIMILAR EXT. EXTERIOR SL SLIDING F.G./FX . I= GLASS SL GL SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR TAU FLR. FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FTG. FOOTING THE THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP• TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT, OR HT HEIGHT WDW wom INSUL. II'ISULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REVISIONS REV. I DATE I DESCRIPTION INDEX OF DRAWINGS SHEET # PG Cl—COVER PAGE PG GN—GENERAL NOTES DESCRIPTION PG 1 —FOUNDATION PLAN THA§€ P609 AND ALL PROPOSED WORK PG 1A—DOWEL PLAN FIRST FLOOR 4!! §1404DT fiD ANY CORRECTIONS PG 1B—LINTEL SCHEDULE FIRST FIYME59Y FIRLD INSPECTORS THAT PG 2 —FIRST FLOOR PLAN `BMSL'FWITVIALLAPPucAmEcom, N€09110ANY IN ORDER TO PG 3 —SECOND FLOOR PLAN PG PG 4C—FRONT 5C—LEFT & REAR ELEVATIONS & RIGHT ELEVATIONS Au MANu�AoruAeeu�aL�seHovrtNG PG 4C.1—WALL ASSEMBLY UFANUFACAND SHGCCOMPLUWCE PG 5CWALL ASSEMBLY WITH FBC ENERGY CODE MUST REMAIN ONALLDOORSANDWINDOWS PG 6C—F LOOR FRAMING PLANONMINSpE�p ME APPROVED PG 7C—ROOF FRAMING PLAN PG 8— FIRST FLOOR ELECTRICAL PLAN PG 9— SECOND FLOOR ELECTRICAL PLAN PG D1—FOUNDATION DETAILSSECTIONS PG PG D2-1—STORY D3-2—STORY WALL SECT & WALL SECTIONS NOTESTjRVL� j 2m2� PG D4—MISC. DETAILS PG D5-PRODUCT APPROVAL AFIDAVIT CONCEALED FASTENERS OR ATTACHMENTS PG WA1—WALL ASSEMBLY DETAILS ARE THE RESPONSIBILITY OF THE PG WA2—WALL ASSEMBLY DETAILS CONTRACTOR OF RECORD PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS 1-?03-Dwq ST. LUCIE COUN"Ty DUILDL7G DIVIF N REVIENVED FOR C REVIEWS Y DATE OR NO INSPECTION WILL BE MLADE.9P_� ON JOB 1 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F WW W V W 0 F 4 v r7 �i A F A F ti avmmav a r oqn CREEKSIDE EXPRESS LOT #101 p JZC04a2l. 000 moaa u 4EHB "2605-HAYDEN" Ir'1A %AGZ BMWICk RIGHT COVER PAGE 160 MPH EXP. C E BOUR E ARCHITECT: STATE OF FLORIDA DA'Ca-' 12/07/16 9C 1/4"=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 II. 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 VULT2160 MPH, VASD=124 MPH 11. EXPOSURE CATEGORY C III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS ±0.18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS. ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1,2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PART THE COMPLET€DBUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAF OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL F@R ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED, 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISON 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 1-318 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'/ -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''/2-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 1/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, AC1318-11. E. APA- THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb=1,100PSI Fv=175PSI E = 1, 400,000 PSI STRUCTURAL LUMBER°SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHEREIN CONTACT WITH WOOD. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE/4". PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING, 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED, ADHESIVES CONFORMING 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY•BE USED. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON 11, WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM.AREA SHALL BE 8 FT. SQ. 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2, MASONRY 1. MASONRY CONSTRUCTION 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 PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED „ CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE N TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C9011b, 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. 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. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 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 5. MORTAR JOINTS FOR ALL BED AND MEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY SHALL BE LIMITED TO 1_/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240 VARY BUT IT SHALL NOT BE LESS THAN y, INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 17. THE CONNECTIONS FOR ALLTIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR FOR MORTAR JOINT THICKNESS TOLERANCES. PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA 18 ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. MANUFACTURER IN THE LATEST CATALOG. 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 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, REINFORCING STEEL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX °A" (CROSS -LINKED POLYETHYLENE) WITH Fl%0FITTINGS. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. REINFORCED CONCRETE STRUCTURE S, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 5. ALL SHALL BE FLUSH WITH GRADE. ' 6. NO VEENTNT 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 FBCR5TH EDITION (2014). 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 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SIDES AND ENDS A MINIMUM OF 12".. LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EDITION (2014), 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 TOFF AND BOTTOM WITH MINIMUM 10 INCH HOOKS ORBENDS AND SHALL BE CONTINUOUS COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R3012(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 THAN 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, 112" 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-C926-1 la & 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-1 063-1 1A & 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 TO: 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 1'/" = 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-C1063-11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD 1. ALL WOODS AND WOOD CONSTRUCTION SHALLCOMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) UNDER STAIR PROTECTION: B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER EXTERIOR CEILINGS D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 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 MANUFACTURERS SPECIFICATIONS) . ARC H 1 T E C T S 1441 N. WNALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd"gngroup.com AA . 0003325 w 0 0. A h F x munc T/. to ]CREEKSIDE paoinew EXPRESLOT #1004321.004EHB 2605-HAYDans�m RIGHT PAO& GENERAL ]TOTES 60 MPH EXP. AJRCHMECT: STATE OF FLOFWA Dpo ; 12/07/16 9C LM 1/4$$=1'-0" A R C W IT E C T S 10101, 24"X24'XI2' GONG. PAD W/3-5 BARS E.W. ON CHAIRS MIN. 3' COVER C2 TYP.) F-- -- DI F_411 r 31/2" EXTEND END Oi= PVC. CHASE UP 12" ABOVE COND. CONC. PAD (COND 10 --.—.----�/-------- � —10 S AB/2' — — — DI 4" GONG., REINF. W/ VXV WI.4XWI.4 WW"I ON 6-MIL POLY- 0'-0" ELEV. ETHYLENE VAPOR RETARDER FIN. CONC. SLAB ON WELL -COMPACTED CLEAN / ■ FILL 7E 8ITE eon CARES / 4 PVC - CHASE /j/24"X24"XI2" CONIC. Q / DI PAD Li BARS �3 I \! TYP. KL.MIN.3" COVER2B � - Z 20'-4" // Dl 7 -C III -loll ri Jl� ALL65 I� I I ■L� Fj —I L/1 — ■ DI — IIQ EScND AV. 6B 51/2 r BOLLA AS REG2. } R1 W.H. I OPT I REF. L_ — —J I' PVC CHASE FOR ELEC. TO ISLAND I ■ 0'-0' ELEV. FIN. CONC. SLAB o� 24'X24"XI2" CONC. PAD W/3-5 BARS E.W. ON CHAIRS MIN. 3' ' -- COVER (2 TYP.) — 5TU5 UP D BLD�. CODE TO 21 FLR „� ■ IOLA= 10 ■ FOUNDATION 24"X24"X12' GONG. r PAD Li BARS X30"XI2" CONIC. E.W. ON G-IAIRS D W/3-5 BARS I MIN. 3" COVER .W. ON CHAIRS 11131 COVER N Ua 04 --T 1/2' _Q F IC -0" 20- 4' PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED ECII DOOfQ SHALL MEET PROVISION OF SECTION R3113.1 OP THE FBCR 5TH EDITION (2014) 1. 11 I 2" VTR 2I-I/2''� I/2" k� jAV LAV �2" VTR *6puR UP 2"R 2' I CO KITC4EN 5MIG W/ AUTO VENT AJ 3' I TUB 2' 2' 2' VTR 2' VTR 1-1,1214 I 81U-4uJR.� Q WASFI3=R . I TO MAIN PLUMBING RISEN NOTE: ALL Pvc PLUMBED TRAPS ARE TO BE "P" TYPE:. "S" TYPE ARE PROHIBITED. SECURE STRAP TO UNIT W/ (2) OSxl 1/4 SHT MTL SCREWS SIMPSON WB ROLL 6TRAP OR EQUAL — SECURE STRAP t0 CONIC. CONIC. W/ (2)-3/16"XV SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD ® 12" FROM STRUCTURE LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abrdesigngroup.com AA #: D003325 F rq w V W 0 0. V W A F R x muncaY. Ae WT: CREEKSIDE EXPRESS LOT #101 PMAW04321.000 ldOCS'Ze 4EHB "2605-HAYDEN" asRAGM eWZZgG: RIGHT PADS; FOUNDATION PLAN 160 MPH EXP. C ME BOURNE ARCHITECT: STATE OF FLORIDA Dp, ' 12/07/16 SCiWft1/4"=V-0" A R C H I T E C T S orur®Uirinc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W h W U -4 4 O F VGo A F A aVBaM to LOT: CREEKSIDE EXPRESS LOT #101 PMJB=T# 04321.000 aaoa8ma 4EHB "2605—HAYDEN" GAIUAGE RMING: RIGHT PAO& DOWEL PLAN 160 MPH EXP. C ARCHITECT. STATE OF FLORPDA JAMS LL AR 12079 ng 12/07/16 SC 1/4"=1'-01 A R C H I T E C T S i I I I I LANAI I 8'-8" CLcs. I I _ I I S I (2) 30$2-SH 3052-54-4 6068 513.D. AT RROOM 8'-8" CLCs. I II II II OI I I I I BATH # 11 I I W-8" CLG. I ISTOIR.I �I KITCHEN I O w-all CLCX. I CLC�. ntF r GARAGE FOYER (2) 3052-9F4 30162 wi 36'XIO" TRANS. IL— 2 ■■ -------------------- PORCH ------ 8'-8" CLG. LINTEL SCHEDULE NOTE. THIS LINTELS t-lAY SE SUIBSTITUTEU WITH LINTELS 1=RO1"I ANOTHER 1` IANUFACTURER AS LONCs AS T4-4E LINTELS ARE OI= EQUIVALENT OR CsREATER CAPACITY THAN TI-4I= VALUES STAEI=>] CAST® iRETld LINTEL SCHEDULE LINTEL NO. LENGTI-4 TYFDE COMMENTS L I IT-4" 81=28-15/IT L 2 4'-6" SRP6-05/IT A5V. DOOR ASSEMBLY L 3 T-6' SFI6-15/IT L 4 T-W SF24-15/IT L 5 4'-6" 8F16-05/IT 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 rN cn cn w a F U h Q F sv8�ry � LrOT: CREEKSIDE EXPRESS LOT #101 PRCn=T# 04321.000 NOD= 4EHB "2605—HAYDEN" GARAGE OWING: RIGHT PAGE: 1LIN'TEL SCHEDULE 160 MPH EXP. C MELBOURNE (CAST-CRETE) ARCHITECT STATE OF FLORIDA Plum A 12/07/16 1/4"=1'-0" I a;'- A R C H I T E C T S I 2T-10" -----------II I 6'X6' P.T. POST I (2 TYP.) LANAI CLG. I I III nil I I (2)3052-SH \� EGRESSI 6068 S.G.D. DINING LIVING ROOM ROOM BEDROOM #62 W-S' CLG. a'-8° CLG. a' -a' CLG. cv 3'-8" L ll'-10 5'-4" , 3'-4" ill ItII 9 9 11 v. C. A OI Im Q j 19 KITCHEN 5'-5" CLG. D5�4 OPTb3REr I —_— 1 4x4 — POST a� I � IR-ISH II B TH -8' CLG. c. V. m E1111111 w e LAV. 0L +� WC. 42' F4. HALF L B:111. WALL W/ CAP O a° a -0 3' " 4' -0 11 A FLEX FOYER N Y G. a -�i (2) 3052-514 Lu/ i 130008 5LK COL. T I PORCH STOR. SLOPED CLG. STAIR DATA 16 RISERS 0 7b4" 15 TREADS m 10' +1" NOSING 5OLLAFMD AS REQ, PER 5LDG. CODE GARAGE a'-5" CLG. 1'-5" AFF. I 8'-b° GLG. (2 TYP.)o ■s------------ ■*I 2'-10" FIRST FLOOR PLAN -2-6 LOUV. DOOR W/ AIR 4ANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ FETUIiN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WM4 SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRAN50M (SINGLE ASSEMBLY) -20 MIN. FIRE RATED DOOR TO 5E EQUIPPED W/ SELI%CLOSING DEVICE PER SECTION R302.5.1 OF THE FBGR 5TH EDITION (2014) o 1 W COND. l 1, EXTERIOR MASONRY WALL 5RG. 1-41=-[G1 ITS 7'-W 5RG. 8'-W 51R3. LOAD 5RG. WALL U.N.O. ON PLANS SQ.FT. CALC.'S 16T FLR LIVNG 1104 50. FT. 2ND FLR LIVING 1501 5Q. FT. TOTAL LIVING 2605 5Q. FT. GARAGE 437 5Q. FT. 10ORC14 53 5Q. FT, LANAI 80 SQ. FT. TOTAL. 3115 SQ. FT. (:ADBAR DETAIL SARCH e c�H COAPO W AND a_ADDIING WILD LOADS all C WPD EWOSLfE Fo13 SECOND GWM OPEWOSmAlf AND TYPE FOOTAGE ZONE 100 MH WW M) FEMAFKS MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 15 r, 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 16070 O.H.D. 112 5 29/-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. WWFA L DATE 07 Desi.�n Grouolnc 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 IN w 0 4 z y w A F a F STJmm a LOT: CREEKSIDE EXPRESS LOT #1O1 04321.000 Al OD= 4EHB //��"2605—HAYDEN" ..ASS i RIGHT FROM FIRST FLOOR PLAN 160 MPH EXP. C MELBOURNE ARCHITECT STATE OF FLORIDA DA 12/07/16 SC 1/4"=V-0" J{i '1 'II I Ili I. A R C H I T E C T S 0- 12'-0" 305 -SH EG SS 4X4 PO5T BDRM. #4 V -0" CL . BATH #3 5'-0" CLG. 'e al N Q� M 4'-4" 2` 4 V 2'_4 13' -10" 39'-8" 7'-8" 12'-10" II'-10" (2) 30S2-SH I R 'ram 4X4 POST BDRM. #5 I L LOFT BATH #4- V STAIR DATA I6 RISERS is -TB4' 15 TREADS m 10" 42" H HALF 4` NOSING WALL W/ CAP ,n < A 0 P.I. C I x I�' 8'-0" CLGJ-_, STAIR DATA 9'-0" I s 16 RISERS s -t54" 15 TREADS a 10' IR-ISH 3-Sp L?` +1" NOSING 22X36 ATTIC - -^B ACCESS 0. A/T�H 51_10° a, -loll W.I.C. �I \049roin TUB W/ r— — -Tr — _-j I OPT. I I OPT. I W. II D, I OWNER'S SUITE BDRM. 13 a'-0" cLG. 4* 9 L Fu I- x �+ > a< J 4X6 P05t (2) 4Xro I I� EGRESS POST I 1P.I. C r j DaL. STUD 2040-SH 2 - E RESS TEMP. 4'-21 -611 1'-0" 13'-4" - -4" 8'=0" SECOND FLOOR PLAN NOTE: 2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE 'r Ir T T CLEAR SPACE BETWEEN HANDRAIL AND THE L SHALL BE 2 1/4' FRAIL • 36' HANDRAIL • W/ 2X4 W-IW NOTE: HANDRAILS SHALL HAVE EITHER A CIRCULAR CRO65 SECTION WITH A DIAMTETER OF 1 $i4"* 2' OR A NONCIRCULER CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. @'�HANDRAIL DETAIL SCALE:3/4"=I'-0' SECURE TREADS TO STRINGER (2) LAYERS OF 3/4' PLYWOC W/(3�"8 3' SCREWS + EA OR (2) LAYERS OF 3/4' SU$ STRINGER, UNTHREADED SHANK FLOOR MATERIAL RIPS FOR TO EXTEND BEYOND THICKNESS \ SOLID NAILING OF SUB -FLOOR SHEATHING \\ i WALL W/ 3/4' KID GAP Ax. PLATE cos irJ��. r, MIN. a, 4 Y FA LL i Apo � � <[ T *, 2X4 ATTACHED W/10d MASONRY NAILS c 2X4 P.T. SLEEPER INTO SLAB WITHIN 6" OF EACH END, 32' O.C. MAX. STOR. -2x12 SYP STRINGER INFORCED W/2X4 SPF W/CONT. BEAD OF SUB -FLOOR ADHESIVE fOL-400 OR 51MILARE • EA HORIZONTAL RUN 2 X 4 RE-INFORCING s EA. 2 X 12 STRINGER SECURE W/12d V-8" OX 42" H. HALF WALL W/ CAP 3/4' T*G SUB FLOOR GLUED 4 SCREWED PER FASTENER SCHEDULE FLR TRUSSES STAIR DATA: 16R m 1.54' 15 TREADS a 10"+ I' NOSING STAIR DETAIL 10'-0 3/4" 2ND 'FIN. FLR V-S' BRG. HGT. NOTE: STAIRS RISERS To CONFORM TO FBCR 5TH EDITION (2014) MIN. TREAD=10' MAX. RIVER-1 3/4' 3/16' MAX. VARIATION IN RISERS/iREADS ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA TO BE 1 3/4' -1/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6' WIDE w NARROW END MIN. II' WIDTH v 12' FROM NARROW END 34" MIN. HANDRAIL HGT. 0'-0" FIN. FLR 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wvvw. a bdes i gn gro u p. co m AA #: 0003325 Ir w 0 F 4 U w A F a ' F x 8V'SaIP. dI: LOT: CREEKSIDE EXPRESS LOT #101 PmawT# 04321.000 4EHB "2605-HAYDEN" GARAGE 91rn9G: RIGHT PAO& SECOND FLOOR PLAN 160 MPH EXP. C BREVARD ARCHITECT. STATE OF FLORIDA w 11 DATE: 2/07/16 M/4" " =1'-0 B ARCHITECTS SCALE: 1/2" = P-0" 1/8" THICK, 3 COAT CEMENT PLASTER OVER GRADE: 'D' FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER 41x4' GALv. 'L'-TYPE \ FLASHING SET IN�\ ROOFING CEMENT \ \ SHINCsLE ROOF F'T'PON 18"X48" DECORATIVE SHUTTER OR EQUIVALENT 18'-0 3/4" 2ND FLR 1L SR3. HGT. 11 11 1 111 1 11 10-0 3/4" 2ND FIN. FLR. ' 8'-8' aROs-8' W-sT. _ 6" RAISED SAND ItYPJ 4" RAISED BAND CtYPJ FlISERGLASS SHINGLES OVER 015 2x6 6EDGER SECURED - FELT PAPER ON i/16' OS.B. W/ 114' x 4' LAG BOLT 0'-0" FIN. FLR L SHEATHING OR IP2' CPX W/ 2+ C, WASHER PLYWOOD 9EGURPER PER �24' O.C. MAX NAILING SCHEDULE LSU-26 12 6 2x6 RAFTERS BRG HGT. LU826 w! (4) 10d'e TO LEDGER AND (2) 10d's TO 2x6 JOIST 2X6 LEDGER W/ 1/2"x8" —' THREADED ROD 32' OC. 21-0 11 MAX. SET fN SIMPSON HIGH STRENGTH EXPDXY 6' MIN EM5ED. i 1/2"THICK, 2 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY R 0 0 F C S.G.D. ca):)� 16 I6-0 3/4' 2ND PLR. aRG. HG7. 10-0 3/4" 2ND FIN. FLR. 8'-8' aRG. HGT. — 0'-0' FM FLR ,f, 1=15:11 wwll'�11 FRONT ELEVATION TEXTURED FINISH OFF RIDCsE VENT OFF RIDGE VENT REAR ELEVATION TEXTURED FINISH III +/-2`1'--t 1/4' 5R.G. HGT. DECORATIVE FOAP°1 DRAIN TILES " 6" RAISED 12 SAND 18'-0 3/4" 2ND FLR. 11 . 1 lCzT. FYPON IS'X62" DECORATIVE SHUTTER OR EQUIVALENT 4" RAISED '- SAND I�10-0 3/4" 2ND FIN. FLR AREA OF ATTIC = 1585 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED,VENTILATION AREA = 1585/300 = 5.28 VENTILATION AREA X SQ. INCHES PER FT,(144) = 760.8 SQ. IN. MIN. REQUIRED VENTILATION = .5X 760.8 IN UPPER PORTION OF ATTIC - 380.4 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ, IN. PER VENT 380.4 /115 TOTAL# OF VENTS REQUIRED = 3.30783 TOTAL S OF VENTS PROVI DIED - 4 'AREA OF ATTIC IS THE PERIM ITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL. NO OVERHANG, INCI lII)Ff11 8'-8" ads. war. �RAISED roll SAND OPT. COACH N LIGHT v 18'� m .3/411 aRCs. HGt. 5o10'-0 3/4' 2ND FIN. FLR. .8'-6" SRC. HGT. 0'-0" PIN. ;=LR Design Group ��� 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 W 1z 0. a A F L10vi': CREEKSIDE EXPRESS LOT #101 FMOJMT# 04321.000 acoa� 4EHB "2605-HAYDEN" GARaoa fwn0Ia: RIGHT pFRONT & REAR ]ELEVATIONS 160 MPH EXP. C MEL"BOURNE/BREVABD r DAi�� 12 /07 /16 SCALP 1/4"=1'-0" 1 ARIGHT ELEVATION TEXTURED FINISH LE�T ELEVATION TEXTUREZ) 1-INISH A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGW OOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W G W O F 0. V A qF �l x ti IsvBanI. 7DE CREEKEXPRLOT # PMJ=T# 04321.000 MOB 4EHB "2605-HAYDEN" QARAOB sue: RIGHT PACZ- LE F' T & RIGHT ]ELEVATIONS 160 MPH EXP. C U ARCHITECT STATE OF FLORIDA 11 vil Lp 12/07/16 SCE 1/4"=1'-0" 8I�87,' 5 c -a� 14 WA TY 14� WA3, T Iwo tow M: Awl 14A' WA n P. WA:3: �TYP. 16 1 -0 F'RONT ELEVATION 12 -? U WA U 2'- 15 MIN. WA 16A WA J 7B WAl � 12'--,;�u TYP NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. A R C H IT E C T S d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a bd esi gn g rou p. c o m AA #: 0003325 F h W U .too F a V cn A F F: ARCHITECT STATE OF FLORIDA jpg117W mow'; 12/07/16 BCAL'� 1/4"=1'-0" or-IMET 4C.I 0 II 14A A 1 SPA 1 YVA TYP 7H WA 7B WA 7B 5VA 7H 11 WA i 11 I OVA WAS �., Typ - 14A 4B WA 3 TYP. I 14 rIv TYP. I RIGHT ELEVATION F v V 4A, f� I TYP, WA l 1fA 7B WA2 7B VP W i 1 11E` i9A3) 1-4A �A 14B WA3 TYI' LEFT ELEVATION NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. A R C H I T E C T S •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W �W V W io F 4 U A E F� ARCHITECT: STATE OF FLORIDA MAY 11 v11 DA-JjE- 12/07/16 BC%KM 1/4"=1'-O" B Emm 5c<� r �i,� CONNECTOR SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. 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M woc CP IMCO W I'M OUTTETN A4TIOYAL MM TO SUMOTRMTNO FOR 991 LA6 er-ok ' MO WM OR 6W - CIA ACHESIVE H014 OTIdM6T14 EPDXY ANCHORNO 6Y61EM8. x 911`11-80N 'SET EPDXY -TIE'. CGNTACr THE AIOCHRECTA310NEER + 11I4EW ANCHOR MIMPMENr 16 OIWEEATER THAN T' D'cEP, THe VtWICAL CELL M CML. WAL- MOOT W soup a/ am=. led CON01or1 NAILS CAN W &AWrMTEP UT14 Wd x I V2' M41L8 N =4 M[STIGN W"H A 23% IEDUCfIWN IN THE ALLCWAELE LOAF. WMEN APPWVAL FMVM T e AFW4TECT a MGWW0 FOR THd1 APPLICATION PRIOR to MOtALLATICK W W O Z . MINMMM EIOEDMEIT INTO THE TOP OP A 9K NDSEAM WILL we b', MMMNM ememim-r NTo THE FajADATION WILL Be T' D 18IM PIOTEMION rTPE, LE43T1. ETG VARIES)) ATR x A-367 ALL ROD xxxrA x+v Ox TT-E WIDE VARGFfY OF MAT mAL6, LOcAIOMO, AND CONDITlp% THAT MAY AFFECT CCNpe, ORS, T1 E =NTMACTCI! r W BE REePOM911BLE FOR MAKNO SINE TFIAT TIE RIUMMR CORROSION PIOIEL KN le ullop. ULCid USING STANLEBe 6nm cONNEc om, um 6TANLE06 OTEEL FMrEEPe. &04 USING ATAX J µ20 (WLVodNlZW =1443CUM, WIM PAOTETEM (6ALYMIRD PR ASTM-Aea USE OF EXPANGION A4040M eLL I E WAWAT= ON AN NPIVM dL 3"M AND MOT NAVE WIWMETN AFMW'VAL FRWT T1V AW44TECTM OMMR OF R Mo-1P PRIOR M Uae ALL CQAEcroR VALI✓PS MAeM ON 8NP&A 'YDW cOI4e11RIGrION CON'E.4TORa C-C20FI' ,'wa4 WMp-R:fIBTANT CGNOTIfIL'TICN F-C- "•�""-. N4D AVCHOIi1Nrs 4 FA6tE4M6 aTetE1'I6 r9R CO'/pETE 4 MAORRY c4TAL04 c-OAD-202 4 MOP 611MMI R6L C0R6OrOR6 201e-2WW. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN D5L 2 x 6 D5L 2 x 8 D5L 2 x 10 D5L 2 x 12 UP TO 5'-4" 5'-4" TO -1'-011 -t'-O" TO 10'-0' 10'-0" AND OVER TWO &TORT' APPLICATION DOWN STAIRS 51ZE CLEAR SPAN D5L 2 x 6 D5L 2 x 8 D51- 2 x 10 D51- 2 x 12 UP TO 5'-0' 5'-0' TO 6'-4" 6'-4' TO 8"-0" 8'-0' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-C" TO 8'-0. U.N.O. 4'-II 1/2' -1'-II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NLlM5ER OF FULL LEN(3TH STUDS 1 2 AT EACH END OP HEADER I 1 3 2x12 l62 SYP) 7/16' OS5 NAiL (3) 12d a 6"-8' O.G. TYP. 2x12 BM./HDR. I. HURRICANE STRAPS TO BE MANUFACTURED BY 51MP5CN STRONG-TiE OR EQUAL, UN.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: * TRUSS TO MASONRY/CONCRETE SHALL BE META-I(o x FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. h TRUSS TO WOOD FRAMING SHALL BE MT5-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRU55 MANUFACTURER'5 SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART E MINIMUM WALL E H1rADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN �o. MIN. 2X4 HIP CUT BLOCK(NG SECURED W/3-106 GUN NAILS OR 3-12c1 HAND DRIVES 0 EA. END. CUT PITCH 8 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. rt. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. &.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 5F. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL h SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL 5TRAPS # DETAILS. PRE PLR FIRE DRAFT STOP 2X4 NAILER 1=0R DRAI=T STOP ELEV. VIEW PRE-ENC-i. PLR JOISTS 3/4" PL'rWOOD DRAFT STOP 1I— PRE-ENCs. PLR JOISTS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD r�RAFT STOP PLAN VIEW DRAFT STOP DETAILS (2) 2XI2 IBM. TO 6X6 POST MSTA-24 POST TO 5LA5 A15U66 (TYP. 2) n 4L Q (A cc%4 -X III HUC-410 II II II II II II II II II II II II II II II II II II VI I I T3 I � I II II IIII II II II II TRUSS TO 4X4 POST W/(2) MTS-12 POST TO SLA5 HTT-4 — — L)m 1 FTLL 9 — — — LL L = ==Nrf— =9 _ _ —ir— = —r= =1 I = C��h I=i �FWSJ 2X8 LEDGER SECURED W/ V X 6" LAG BOLT UJ/ 2' DIA. WASHER a 24" O.C. MAX. (2) 2XI2 META - UC-410 PT14 FRAMING PLAN RANEY 09/30/15 u A R C H I T E C T S jesign oU Inc. .Llt4-L Ill. KVI\ALU KCAl2AI1 OLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w T+7 U W 0 F a U w Q h ti 8%73z r ae rwoT: CREEKSIDE EXPRESS LOT #101 PMJMT# 04321.000 adOD8ei4c 4EHB "2605-HAYDEN" Q'ARAOR ®WXNG: RIGHT PA00 FLOOR FRAMING PLAN 160 MPH EXP. C-RANEY ARCHITECT STATE OF FLORIDA MAY 1 1 V11 DA 12/07/16 BC 1/411=11-0" a� C CONNECTOR SCM EDULE �"'°`°A'�'��°" SIMPSON USP DES. JUPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER 146C PTA r-r Ibab f6) Wd . 1 Va' I -PLY, (6) rd s-PLY, (UeN (m) IOd X 1 VP - NO rd OPrim META-16*� fa) HTA li-r aa¢m (m) rd x I N' I -PLY, [LIMN (m) and x 1 In') WS (14) rd 4-PLY (USN ND lbd OPttoPu 91m HTA r r1S (9) and x I W' I -PLY, (0) rd 2-PLY USN [m) and x 1 VP, NO rd OPTION EWr�20 IOm WA M rTC (9) and x I VP I -PLY. 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(V N4' ATR N I41GF4 arcem1H @OXY, (MIL 6.T6' "MOMENT) N cmu FACE. find TO MEAT USA (IJ W, J-MOLT WV MNMYR M M'IaEO. 4 NOT LEAS nWN 4' FROM EDGE GP COIL W 94' 04A rTW RWMWAEDWAD DYNA MOLT 6Lww AICHOR OR EM W/ M K b' 0-am 011i NSIALLED N THE TALE. ir U' Z Q _ HUSC40 till D63e 7iiC (PLR1 M4640I• Sili ]Tm (PL� - [m) lid TO I EiAOM (IC) 1" TO WOOD USN SAME AD MIMPSCIN 3a66 (RDOFI no (MOP) HYG4m fGFAJ) HUCam-s (OM) ISCC ISMS 49aC 9mJ HDbm i HD:m-aE ESO OCe SCm 6CSi IA'xa%V PMMro Ill ill TO )TO O'Y,f 1O YO>m (USI°,fN V4 x! Wm m/IOd to MOD. USP (aWx rAPPFRb (m) TO WOOD [pY IA' x 2-La' rREN ro Pt1e FLANGE) TO O'Y, fm1 rd TD dOOD, (YIN rUA) V4' x !' Wm SCRESO, (m) Wd To WOOD. 2-31 FiL WP (m)�r' rMPER+, (r) mtl To WOW HYGam-3 (CN) WIMC SC1O HD]P31F E66 OCMD m11� ro, ( (V4' x !' Wb m) Wd TO WOW. IrP (ID/!dl►' 7APP@Jk«, [�) rd t0 WO:D no) L411MI16-2-SOS wall wim LO4MA-2 217e 6CSS f4)!ro x 4' TITER HD N'PrH01R6 (] PERflA'/9EJ M CFA). [4)1/4' x ] M' we 60EW6 TO WOOD. 4' «Y HIGH OTIRIMT14 EPDXY . SMPSON NET EPDXY -TIE'. CONTACT THE AIR:HIrECT/EXOII'EER GP IEC'oIW � 6RB•I APPIAV4 �� � 041mTTI1if0'IP TfaIIR OMILM EPDXY PRODUCTS OR MR - CIA ADHESIVE ANCHORING SYSTEMS. « WIF]E ANCACK EMBEDMENT IS OISEATER TWAN T DEEP, IHE VESTICAL CELL N CM)L UTALL MUST ME I'll I � SOLD a, GNAT. w led COMMON NAILS CAN ME SAMITITYTEp W tH and x 1 VJ' N4" IN cauw cmcN WrH4 A 39% REDWCf1O') N T4E ALLOWABLE LOAD. W ITTEN APF'ROvAL FRY' 1 THE A OWItECT 16 FC09 SED MR TWO APPLICATION PRIOR TO INSTALLATION. w MNMUM M" IMEDMENT INTO THE TOP OP A OONOMA-I WILL I E V. MINIMUM EI NIPI-a i INTO THE FUINOAMON WILL ME 1' La F 0 ATR . A-3C7 ALLT MAD ROD fS(ZM PRDIECTIm TYPE, LENOIH, EIC. VAR]ED) ' Z OM-6.1SE OF TPE WIPE VARIETY GF MATERIALS, LOCATIOq, AND RF,DRION6 THAT MAT AiTMOT CORNETOm. TE CCMRAGTCIR MOST ME PEWICIMME FOR MAONO SIRE 114AT THE PIWPER COMW9ION FWMCTON IS u8m. WEN DOING STAINLESS STEEL CCM=TO®. USE StA IISS STEEL r-dNENERS. Si MN LM40 2MAX ) 404 CALVANUMP CONNECTORS. USE FASTENERS GALVANIZED PETS ASTM-A6! WE Q EXPANSION AJC440M WILL ME EVALUATED ON AN NOMDYAL MASIS ANO Mot HAVE WIttEiN ,4FP SOVAL F•1E]'1 THE ARCHItECT/]/OiNEER a= FECOI® PRIOR TO UR. ALL CCN14ECTOR VALUES BASED ON SIMPli 'WOOD GONStRICTM CONNECTORS C_MWM, ,'HK*4 oRp-RE6iTANt CO`/6TRCTILN F-CiWiLAG,Ii, AND ANOHOIli ( PMTEiMO SYSTEMS FOR cCNcw-m 1 MMONRY CATALOG, C-eM-M 4 LISP STRdC11RML COFNEC'rOM MD-RM. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 D5L 2 x 6 x 8 x IC x 12 UP TO 5'-411 51-4" TO 71-0' 11-0" TO 101-011 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 05L 2 x 6 x & x 10 x 12 UP TO 5' -O' 5'-0" TO 6'-41 6'-411 TO 5"-0" W-C" AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-C' TO g'_0il U.N.O. 4'-II I/2" 1'-11 I/2° AND UP NUMBER OF HEADER STUDS SUPPORTING; END OF HEADER I 2 3 SUM5ER OF FULL LEWSTH STUDS I 2 AT EACH END OF HEADER 3 2 2 x 1 C-02 S 7/I6' OS5 NAIL (3) 12d A 6"-8' O.G. TYP. 2x12 BM./HDR. I. HURRICANE STRAPS TO 5E MANUFACTURED 5Y SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: * TRUSS TO MASONRY/CONCRETE SHALL 5E META-16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL 5E HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMfNG SHALL 5E MT5-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL 5E DESIGNED AND SUPPLIED 5Y TRU55 MANUFACTURER. 4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING. PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W13-106 GUN NAILS OR 3-126 HAND DRIVES a EA. END, CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER AF=A REQUIREMENTS. Ft. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS SEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 F5C RE5IDENTIAL-SECTION R302.12. cJ.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD SEARING WALL STRAPS 4 DETAILS. Q m ql TRUSS TO (2) 1%' X 14." Let LVL HDR W/ (2) I4TS-20, D5L. STUDS TO 5LIG W/ (2) MSTA-24 a EA. END DI4GONAL5 FOR 50TTOI f CHORr�' G RaCING s 20'-0/" O.C_ TRUSS TO 4X4 POST P05T TO SLAB HTT-4 4�Q DIAGONALS FOR SOTTCi- CHORD BRACING 'a i`14X. 20'-0' O.C. *1031 ICC t/ iI� • RANE'r 09/30/15 TRUSS TO 4X6 POST LU/ Vr=T 4 HD75 POST TO SLA5 HTT-4 A R C H I T E C T S 61 [sign Grouinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 F W h C1 rzz w O E 0. I;Q A F A FF II aysa� � soT: CREEKSIDE EXPRESS LOT #101 FrR0j=T# 04321. 000 aliODEM& 4EHB "2605—HAYDEN" G ARAQaE SMXK - RIGHT p"QT.o o F FRAMING PLAN 60 MPH EXP, C-RANEY ARCHITECT STATE OF FLORIDA MAY 1, n� •• ` 12/07/16 %C ELECTRICAL LEGEND 5YP't5OL DEFINITION NOTES —0 125Y CUTLET 20 AMP SMGLE POLE 110V CUTLET IIOV OUTLET 1/2 OF OUTLET WIRED TO BWIT04 GFI 110V OUTLET EGEAPED wJG1W4D FAYL INTERAPIER (TAMPER RESISTANT IT1aE) 220V OUTLET (4) WIRE CONNECTION CAI OUTLwATERPRCOF 4 ET �D FART SWITCH 4 SWITCH 9-W4Y C'ER. �24 SWITCH 4-WAY C'ER WALL MOUNTED LIGHT GEILIN34 LIGHT \0) V' LI i �O� RECESSED CAN SCAORCE -�- rbw-wlfqrc) I CEILING VENr. FAN I CFM PER ea Fr. i LANAI LIGHT TD t TO VENT. FAN DE W/1-04T I cr�-t PER ea. PT. 13 INSTALLED6 PROVIDEFDCUW- I / C8F'EC8 TBD BY I rl-BOX ! \ 41,01 CsFI I FOR OPT. i J FLuoecENt ADWRAP13 \ FAN T FLUOFeSCENT f — — N,� -_; 4' FLuoI�SCENT 21 32 25 lj--n--a-- 4' TRACK LIGHT Q 2 IIDIl PANEL 21 DINING j,IVING 32 PRE -WIRED 31 ROom CLG FAN �M METER 2525 Ok PRE -WIRED O .5 D, SMOKE DETECTOR WY HARPWRE ULTI CLG FAN / �' 5' y.( BEDROOM #2 SD. WALL MOUNTED GATT. BACK-UP / 3I ( ) SMOKE DETECTOR w/ HAMMM / /"'\� / 25 BATT. BACK-UP W/ / GPICAYIVCN / / \ \ S/co c >�TE�az e _ 20 / O�� 5 OF NOT LESS rldtTl a'MROM WALL _ j SWITCH IN / \ CABINET / PENDANT uGHt 120 OUTLET TO 2ND FL. OUrTLRAL GAS OUTLET �11 t�+J z • . FOR DLU SWITCH 31 I"I ► TELEPI-KME JAGC FOR NT'OR Y1CR0 0 / _ 3 f3IGNITION 2 BATH #2 T / M WATER RRVHEATER TO � ELEVATED i 32 A/G pHl '�t°" 314. I I I �y 3 n�KITCHEN Tv- TELEVISION JACK CEILING BOX SEGUIREP- _ A ® TO 1 E SUPPORTED IN z J`1T Q J-pox Acco�aNCE w/ Box S/CO m B. FOR 6,8 WH aINSIMECTI auG ron f �ON OPT.� \\ / GARAGE CEILING BOx QJI �^C� RED GFI � I DOOR TO at SUPPORTED IN ' CEILING FANLIGHT ACGOFFDANCE W/ BOX PAN. L_ 19 32 MARLED AS SUCH FOR — - — — I 50LLARD — — NOPECTION FLOOD LIGHT AS REG. 33 PER 51-0G. RIrY � \\ \\ CODE 33 / I \ 0 PB. PUSH-BUTTON FOR CHIMES PRE-UJIRi=D use PORT CLG FAN / / \ T.- 333:�- — , -- / 32 M 13 31� Q LOCATION OF Tv JACKS t PHONE OUTLETS KEYLESS Q FANS TO 5E VERIFIED a HOMEOWNER FLEX PRE -CONSTRUCTION MEETING. / FOYER ALL RECEPTACLES IN ALL HABITABLE FOYER IRRIGATION ROOMS TO BE ARC FAULT PROTECTED PER / GARAGE 613 OUTLET a ELECTRICAL PROVISIONS OF F5CR 5TH 33 I i�., DOOR 48" OFF. EDITION (2014)_ 33 PREWIRE 28 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI eN o ISLAND (NOT ON KITCHEN CIRCUIT) GARAGE DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL \ 5ATHROOM EXHAUST FAN TO HAVE MIN. 13 P5. FOR I \ CAPACITY OF 50 CPM INTERMITTENT PER CHIMES/ ELECTRICAL PROVISIONS OF SECTION MI5013 P5CR 5TH EDITION (2014).13 LAUNDRY ROOM RECEPTACLE SHALL 5E — — GROUND FAULT CIRCUIT -INTERRUPTER PORCH — — PROTECTION FOR PERSONNEL ON FEEDERS z WIRING METHOD SHALL 5E NON METALLIC _ 1% CABLE PER ELECTRICAL PROVISIONS OF F5CR 5TH ED (2014). COACH ALL WORK TO COMPLY WITH ELECTRICAL LIGHT PROVISIONS OF THE F5CR 5TH ED (2014). ALL LAMPS SHALL 5E SELECTED 5Y CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014, 5th EDITION R404.1 FIRS' FLOOR ELECTRICAL PLAN PROVIDE SQ-D "QO" 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 CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT. NO. WRE 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 1 LAUNDRY RECEPTACLE GARAGE LIGHTS AND RECEPTACLES 20 GFCI 12 13,14 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI 12 17 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 20 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES DINING ROOM RECEPTACLE(S) 20 AFCI 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) TOILET ROOM RECEPTACLE(S) 20 AFCI 12 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 LIGHTS AND RECEPTACLES BDRM. #4AOFTS LIGHTS AND RECEPTACLES 15 AFCI 14 27.28 14 15 1 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 FLEX 20 AFCI 12 33 34 SPARE SPARE 35 36 SPARE SPARE 37 38 SPARE SPARE 1 39 40 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 MULTIWIRE 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 It 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. 13COND. METER FIELD LOIFY C. 1�aO AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTI4ERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - 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 51D. LOAD CALCULATIONS ONE FAMILY DWELLING SMITH HEAT PUMP (NEC CODE "D2) HOUSE PLAN:4EHB HAYDEN MODEL LOAD INFORMATION VA 2801 SQ FT GENERAL LIGHTMG 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 1 MICROWAVE 1 REFRIGERATOR 500 1800 1200 SUBTOTAL OF GENERAL LOAD FIRST 10 KVA OF GENERAL LOAD AT JGOR 38203 10000 REMAINDER OF GENERAL LOAD AT 40% 28203 VA x .4 11262 TOTAL NET GENERAL LOAD 21282 3.8 TON HEAT PUMP (W/ 8KW EMERGENCY HEAT STRIP) 21 AMP x 240 VA= 3.5 TON COOLING SYSTEM 40 AMP x 240 VA= • 9600 NET GENERAL LOAD 21202 NET TOTAL RVAC 9800 TOTAL LOAD 30882 CALCULATED LOAD FOR SERVICE 30002 VA/240 V= 129 AMP 15Q AMP SERVICE *WORST CASE SCENARIO - HIGHEST HVAC LOAD USED FOR CALCULATIONS. - NEUTRAL CALCULATION; LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA s 100%, REMAINDER 0 351. NET LOAD: 6,949 VA RANGE: 12,000 6 109e 8,400 VA DRYER: 5,000 6 -to% 3500 VA TOTAL 18049 VA NEUTRAL AAPACITY: 16,489 / 240 = -t8 A 02 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3012/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 04/0 AL, THWN + 1*6 CU IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE: SOFFIT Q OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURES' MLO PANEL 15OA/2P MCB TELEPHONE SERVICE ENTRANCE Eauf 'MEMT CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 50NDING TERMINAL AT LOW VOLTAGE CONNECTIONS 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). 5/8'' PIA X 8 FT LONG COPPER CLAD GROUND ROD A R C H I T E C T 5 �si.�n 0U lnc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W W U 0 F a� U A F k"BEa,v Ae LOKSIDE RESS #101 # 1.000 HB "2605-HAYDEN" GARB B1►INO: RIGHT FIRS T FLOOR ELECTRICAL PLAN 160 MPH EXP. C MELBOURNE AJRC�1'ECT: STATE OF FLORIDA DA 1/07/16 BC a 1/4' l'-0" i A R C H I T E C T S Design rouisinc. .1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W �o F 0. U A F F; BVSDIV ma LOT: CREEKSIDE EXPRESS LOT #101 Frnon=T# 04321.000 Noa-zr-.A 4EHB "2605-HAYDEN" GARAGE alria: RIGHT "t4tC0ND FLOOR ELECTRICAL PLAN 160 MPH EXP,kMELB C A RCHMECT STATE OF FLOF40A MAY 11 7 /16 lrzlmm r DINING ROOM IOX6 120 CI=M I II I II II O ®,II 01 � I I _ I I I I I IOX6 120 GPM KITCHEN 10X6 CR'f I I 141 --- 10X6 4 120 CFM FLEX 6° 10" LIVING 12 ROOM 4' 6:: ro �� 12x8 10x6 PASS 120 CFIM' 0X6 TNRU 120 GPM I IIIIIII I I I I I I I I I I I I I I I I 12" 4 STOR. l 8X4 45 CPM 12 X8 PASS TNRU FOYER PORCH ^. GARAGE >v BEDROOM #2 50 SX4 GPM 45 CFM O 3' 0 BATH #2 O 0 NAYDEN EQUIPMENT SCHEDULE 4 TONS "F-G CARRIER Cu 25N5C548A ANU FV4CN5006 NEAT 5KLU SEER 15B SEER TOTAL GAP 41000 ELECTRIC 208/230/IPN 5RKR CU 40 ANU 35 REP LINES i/8' 4 3/8° F W W U W 0 0. D3 h w A a L SLT ON. a I cT: CREEKSIDE EXPRESS LOT #101 PMJMT# 04321.000 MOZ)E : 4EHB "2005-HAYDEN" GARAGE EWING: RIGHT PAO& FIRST FLOOR H VAC PLAN MELBOURNE BDRM. #4 10X6 �5 Gi=M E) 1 U PASS / TI-IRU BATH #3CFm 4, SX4 5' LOFT 'r BDRM. #5 PASS 6' \ 't THRU v 4. Y 50 CFM F W U 47 O g U A F a F: x 9VHDIP. de LOT. CREEKSIDE EXPRESS LOT #101 � 041 000 moDame. 4EHB "2605—HAYDEN" GAI%AGZ SWUM: RIGHT PAO& SECOND FLOOR HVAC PLAN MELBOURNE ZUXT 11 N12/07/16 SiC�T AV y [U b wj IICdyC. - L aTuoe w' M x Y FORMS FOR SE A TO STUD W( ALLIES r •9 ' 1: MAX FINISH IOK 2Smm PSI • 28 DAYS 8ECURE OT. M_ATE TO SLAD UV Imd . -t OMU SE T. PLATE TO SLAB Wf i' BEGV T. TO SLAD W/;' MASONRY NAIL • 32' O.C. MAX GONG SLAB RENFORCED W/ 'j EMBED. • 32' Or- MAX. ER, " NO41NG-� Im" i x b - WL4/II11A WWM. ,., In' GYP. UL. BD. ANCHOR DOLT WV a' LLk1&-IER'7' WOOD DAOZ EMBED. MIN. • 37' OC MAX m'-®' FIN. FLR _- 4' CONC. REINFORCED UJ/ 6'X6' _ ) ° " RE ! • . : Z n IUS �m Q � W.4XUTA WIF OR FIDERMEOW ON d 4' CONG. �INFORCED Wf b'X6' UAXWIA _ _ • 4' CO1C, IER•FORrFD UU 6'Xb' WIA)4UU - 4 .r4'LCMQMFOIRCED W/ b'X6' WAMUTA6-MIL. VAPOR RETARDER ON ( ULF OR FIDERME6H ON 6-MIL. VAPOR UUF OR PRNMM 94 ON 6-MIL. VAPOR RMESH ON 6-MIL. VAPORUELL-GO-IPACTED GLEAN FILL.RETARDER ON DELL-COMPACED CLEAN L RETARDER 04 YELL -COMPACTED CLEAN z a' N DELL -COMPACTED CLE TERMITE TEEATIMENT TO DE L FILL TERMITE TREATMENTTO DE i0 FILL. TERMITE TREAITMENr TO DE L TREATMENTTO DEBORA-CAPE APPLED AT FRAMING. nDORA-CARE APPLIED AT FRAMING. DORA-CAE APPLIED AT FRAMNG. ;• s APPLIED Ar FRAMING.4• I'-4' I (2) b W15AR ON CHAIRS I -rA 4 (3) b REBAR ON CHAIRS x: ff (2) b REBAR CK CHAIRS O L9' la' MIN. DF10W GRADE Y 2'-O" I'-B' tm o o '^ U 1'-S' IN FOREGROUND • • (a) b REDAR ON CHAIRS 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING STAIR DETAIL 1 W BLOCK WALL 2 AT L. B. W. W UPLIFT 2 AT L, B.W. n AT L B. W. (W/ NO -UPLIFT) 3 6GA E, NOT USED SCALE: VJ'-I'_m' 6CALE: U2'-I'-0' $GALE: I/2°sl'-0• eGA..E: IA'x1'-0' ' 6 4' COW, REMF. W/ i'x6' WAXWIAm WLM ON ( fY 6-MIL POLY ETHYLENE VAPOR RETARDER w NC. 6'x6' WIAXW 40 UW L > ON YELL -COMPACTED CLEAN FILL TERMITE \ 8 8TUD8 16' Or- MAX O u TREATMENT SHALL DO SORA-CARE REST ON -MIL ON HELL -COMPACTED CLEAN S1UD8 16' O.C. MAX Y ,(\/y�,^�` ` _ FILL I MRTITE TREATMENT SHALL DE WCU E DOttOM PLATE ' S SECURE DOTTCM 6iUJ� j VARIES WIT14 � MABCNRY T. DT • , o M lU b REDAI[ ON OF.AIIlS DORA-CAE SIMPSON eP"4 •3a' O 81MPSON SP4 •3a' O E HEIQHT a GARAGE SECURE DT. PLA i' HEIGHT OF GARAGE 6ECURE Br. 70 BLAB i'xS' SECWE DT. PLATE TO BLAB W led -)THICKEN EDGE - T GE STEP-UP T W �' VARIES WhU SLOPE ANCHOR ISO WASHER EMBED. VARIES WriU ELOPE ANCHOR EMBED. • 4 SCALE: lR'-1'-m' "R'E MIN • 32' MAX MIN • 3a' AXPU �� MASONRY NAIL 37' O.C. MAX N-BEARING B�OPror6 NOT OUI D EXPANSION �D FOR EXPANSION LL� =r-m s a rc, ON TO 6--MOIL POLY ETHYLENE VAAPPOR REL�E "TREATMENT AL REON WELL -COMPACTED CLEAN N , . REINFORCED Wf b'X6' WL4XW,4 _" c • '. .. '• • a," OORA-CARE OR FIDERMEBH QJ 6-MIL VAPOR w i" 4' GONG. REINFORCED UI( 6'X6' WIAXWIA 4' GONG. REINFORCED UV 6'X6' WIAXW IA 4' COVG IEINFOCED W/ 6'X6' tN.4)Y111.4 r; 4 PENF. YY 6'x6' WL4) WAm WIM CN WIF OR rMER'IESH ON 6-MIL. VAPOR ULF OR FIBERMESH CK 6-MIL VAPOR WYF OR FOER"ESH ON 6-MIL VAPOR ( " iq RETARDER O1 UELL-COMPACTED CLEAN IY CLEAN ? PETARDER ON YELL -COMPACTED CLEAN z IY FILL. TERMITE TREATMENT TO DE �, 6-MIL POLY ETHYLENE VAPOR IEtAUmER L > FILL. T RI ON LLEATMENT TO DE 4EMi z RETARDER ON YEATMENT TO ME CI:. L � FILL TERMITE TREATMENT TO DE w (a) b REDAR ON CHAIRS BOR4-GATE APPLIED AT FRAMMCx IM I -COMPACTED CLEAN FILL TERMITE O FILL. tERMITE TREATMENT TO DE L FILL. TERMITE TREATMENT TO BE L > TREATMENT 6HALL BE DORA-CARE �^ U 4 I'-0" 4" DORA-CARE APPLIED AT FRAMNCa. �� �� ,4' 8° 8' 4 DORA-CARE APPLIED AT FRAMIM& m 4' I'-O" 4" DORA-CARE APPLIED AT RMTTO'ICa. O 4• I'-O' a fU b REDAR I e (2) b REBAR ON CHAIRS 2 m- (3) b REDAR ON CHAIRS S (a) b REBAR ON CFMIRB S' (2) b PEDAR ON GFLAIRB 3' ,.' -` L 4' S' O• i'... o GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W. GARAGE STEP-UP L B. W. W UPLIFT 2-STORY L.B.W. W UPLIFT L.B.W. W NO UP W NO UPLIFT `0 1-STORY FOOTING NON -BEARING � 4A AT FRONT PORCHES 5 EXTENDED STEP 6 eTDMWLLTo`'ME yyy3Cpyg 6A sGALE: I�z°•1'-O' 6B SGALE:I/2'.I'-m' @Er6ENDED FOOTING GRADE RECESS FOR SECURE P.T. BT O v GARAGE POOR �w'm, J m V2'X D. M • ' OC ,�(U b PREWAR, r CONG. (U b REDAR VERTICALLY d' OOMC. RENF. W( b'xb' WAXIIY,Qm WPM e, POURED DELL W1 CONM POURED CELL O't6-MIL POLY ETHYLENE VAPOR SECURE P.T. DT. PLA O AB S: OMU CLEPIETAN ON YELL -COMPACTED e. CrlU _ CLEMi FILL TERMITE TREATMENT SHALL A' GGNG, REINF. W/ 6'x6• wL4)=Ao am ON I/J'XS' ANCHOR L ME DORA-CAE EMBED. MIN. • - - - z F aa NOTE: OPTIOKAL USE OF m i `! 5' 4' •-MIL POLY ETHYLENE VAPOR RETARDER O4 Lu L Q of Q CONCIETE CURD • GARAGE -0' .4" . b PEDAR ON OiAIRD 1'-0' %y�yMi�ATMENT 6WALLACtED CLEAN FILL TERMITE ° „ • CONG, REMF. W/ b'wi' YRA)NAAO WPM T J • C,4RAGE iV WALLS TO BE DETERMNED BY NVEATMtNT eHA1 DE BORA-CARvi, E ON 6-MIL POLY ETHYLENE VAPOR � T DET£RMNED BY BUILDER BY DIVISION fl) 4D REBAR ON CHAIRS IET'ARDER aN %ELL-GO-R'AC7ED CLEAN S 1 DY DiNSION. CONCRETE PAD W FILL ,I mil IM TIEATMWNT SHALL SE STOP CURD HEKW4T VARIES 9 '.I'_ 11 GARAGE DOOR FO Q ° ' REINF. W16'xb' UAXUL40 ULM r 6 - DORA-CAE OURS HEIGHT VARIES SCALE: IR'.I'_ 6— ON 6-MIL POLY ETHYLENE VAPOR - - m w w - - s a - RTARDER ON WELL -COMPACTED CLEAN ( - to w - n FILL YERMI'M TREATMENT SHALL DE z w (3) b RE 5AR ON C 4ANiB Q ? � - - - - > Z' L d J s' ,iRl 5' L>ID IDOIQA CARE ? Y A 11 '� 0 I ULF OR F BERME84 ON 6-MILS' WL. PC I.k �`-� b' !ram 4' LONG. REINFORCED W/ M[L- WI.4XUA J` m I (U b-GCNT. 3 Z E Ca) b REBAR O{ GJAIRS — ULF OR FIDERMEeN QV 6-MIL VAPOR RETARDER ON HELL -COMPACTED CLEs")N F >_ Ill . FILL. TERMITE TIEATTMENT TO U 1 ID' 4 •. ` IiET.41®ER ON DELL -COMPACTED CLE4N a. v in GARAGE STEP— UP - - . - FILL TERMITE TREATMENT TO DE OKRA -CARE APPLIED AT FRAMING. K _ I' S' DORA-GAPE AM -LED AT FRAMING. 2-STORY L.B.W. - W 6' /v z 4 m' 4 L. (3) b REDAR ON CHAIRS z � i � � (a) b IEDAR GN GaAIR6 L Ul I' EXTENDED FOOTING _,o � GARAGE STEP-UP ej� - / SCALE: V1'.I'-0' % , . 'i.i\�i��s 1-STORY FOOTING 2-STORY FOOTING m 1-STORY L.B.W. k W/ UPLIFT ExlENDEPSLAMiml a ;EIGHT ARIES 8 AT GARAGE � AT GARAGE A AT S.G.D. 12 SHOWER RECESS FOOTER � &EX�TNDED FOOTING Ia• eERVI�DR uALE. V4'_1 O SCALE: 1/2'=1'-ID WALE: r•r-0' SCALE: r•r-m: fU'b RF9AR VERTICALLY kW COW- L POURED CELL 4' CONC, REVS. W/ i'xb' UAXWAO WLM 8Ff ENEidsY CODE FORME FOR _ .. -.. ON 6-MIL POLY ETHYLENE VAPOR RETARDER OV %ELL -COMPACTED CL.EMI INBULAncN R-VALUES 8 FILL IE -Ill TREATI'IENT SHALL DE TEMURED FINISH DORA-CAE b' CMU W (2) b �+R ON CHAIRS GROUTED MOND BEAM IR'Gyp. a-W. mg SLAB AT GARAGE r Y)OOD DARE TE VERTICAL REBAR - TIE VERTICAL REDAR VARIES PER ELEV. SERVICE DOOR ,O�T� O'-m' FIN Put REISAR W) m' HOOK L TO HORIZONTAL GROUtED DO C MEAM C ° PEDAR W( lo' HOOK C,q(-cco\µj\x- VARIES PER ELEV. - + VARIES PER ELEV. Z w cP o .h 4' CONC. REINFORCED W/ 6')%' /� NOT USEDc . e a ° _ - - E ° W,0WA UIP OR FIDERMESH ON 05 )_ 6-MIL. VAPOR RETARDER ON %EI-L-COMPACTED GLEAN FILL. 1 pOWEp LINTEL GOAT. fTYPI R;' IayG 6LEEVE 1 NOT USED C J-�GROUTED DGND REAM o �� TERMITE 1EAtMENr TO DE b' cm FRI I CELL (TYP.) - 7.BORA-CAE APIM- PD AT �6• _ FOR GAB LINE :,� s i' PVC OHA6E THRU FOOTING 2. £ _4„ 5 'E, 1, (3) blNGL WEAR ON OaAIRS :,'; 7X WALL FRAIMNG S. 1-STORY L p7 (4)1f'XT' ANCHOR DOLTS a (4)1PXT' �IR' *R'YWALL (a) b I ON GHAT® iv Q ins :'-0' J-DO.1T3 MM Y EMBEDMENT lW 2'X2'XIl8' 2-STORY t- LLNS-ER AND NLLi SPACED Ev@/L7 FIRd•T U=)OD DARE FLOOR TO MOVD BEAT. SET N JONTB f91 b FEWAR ON GMIR6 2-STORY FOOTING «�, L E ADM IT) y 13 W BLOCK WALL EXT. /INT. FRAME WALL TO SCALE: la"-1'-0' 15 BLOCK WALL CONNECTION (UbRFOI-L ICALLYYLCONG = __. POUR CELL SCALE: V2'-1'-0' SEE ENERGY GODS FORMS FOR NOLLATION R-VALUES e' cN1U Q FOR N6PECT ONE FOR INSPECTIONEIREP GAS LINE THRU BLOCK 1f2'G7P. a--DD. z 1 lJ EE, f'.fr0 Y WOOD DARE E LPEINF' - _I ° T7 NOT USED LQ «.°� PPOLLYE `,' ERNE APOR IYI"" - — I RETAI®ER ON WELL -COMPACTED GLEAN . C-m' FIN R.R O'-m' FIN FLR L FILL TERMITE TTEATMENt SHALL DE i I L p BOI•A-CARE TE VERTICAL REBAR tIE VERTICAL REDAR CU b FEBAR SET M 61MP80M HK•H I a.. TO HORZONTAL , - To HORIZONTAL iv l - - a " REDAR W/ Im' HOOK ' .�.a REBAR Wf Im' HOOK SITENGTH EPDXY 6' E]'TDED. MIN ° I (2) b III IN 11 &1 OR• 2 6TGR1' z �^" a y . -r - -a OUTSIDE R]!AR TO BE w 1 GONrINU01J6 i' PVC oI.IASE THRaU FoorING 4' CONC, IEINF. W( 6'x6' WL4bIMfm lU b VE1¢i. DOWEL Mitl ON 6-MIL POLY ETHYLENE .� LAPPED %U BOND REAM VAPOR RETARDER ON lV b R•EDAR AT COR•IElQB i 8' ...- Z:1-STORY •D IEDAR ON GfAiRB DELL -COMPACTED CLEMU FILL - �' I -AP MIN m TERMITE 71EATMENTeHALL e� 8 I,_4• HORIZONTAL/VERTICAL BORA-CARE ,..`. _aP 2-STORY (3) 06 IEISAR CN O4AIPE HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR PIPE THROUGH E REINFORCING ��� BEARING CHANGE 1-STORY FOOTING 1' GALE: '.�� %n� OMITTED DOWELS B REBAR LAP AT FOOTING TYP. REBAR LAP W BLOCK WALL LINTEL CORNERS ALL ]EX'I•']ERIOR F'00'I']ERS AT FI17-TISI-I SLAB'S TO IRE] MIN. 12" BELOW UWDISTURBED SOIL CONTROL DATE: 07/01/15 ARCHITECTS 4Grvesn a ou;finc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F r �w OAR ramwow O 0. y Q F A xi ti m W210m LOT: CREEKSIDE EXPRESS LOT #101 m0lmm 4EHB "2605—HAYDEN" GARw031 ®tea: RIGHT PROM MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C AFVC 1rrr=e.-r,' STATE OF FLORIDA MAY m DA12/407/16 BCAtM 1/4"=V-0" 1 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE "X" BRACING IS PRESENT 030 FELT PAPER INSTALLED PER FBCR ReOS.2.1 ON �r." O.S.B. FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR }" COX PRE-ENG GABLE TRUSS OVER W FELT PAPER AT FIRST FIVE BAYS 4'-0" O.G. PLYWOOD SECURED PER FIBERGLASS SHINGLES INSTALLED PER FBCR (AT SHEATHING SEAMS) FASTENER SCHEDULE G CONT. 2x4 RAT RUN SECURED W/ OVER 030 FELT PAPER 7 T P. INSTALLED PER FBGR R9052.i ON " 0 5 B TO 5E I rs EACH TRUSS 1, o.H. t0 BE INSTALLED *� MID, POINT R9a52.� ON �" O.S.B. SHEATHING OR 2 CDX SHEATHING N I ' COX PLYWOOD SECURED PER MTL. DRIP EDGE OF TRUSS SPAN, OR 10'-0" O.C. FASTENER SCHEDULE STIFFBAGMAX. PLYWOOD SECURED K At ALL UPRIGHTS PER FASTENER OVER 4' 2 -loll HIGH (SEE SEALED x4 OR 2x6 FASCIA PER ENGFOR SIZE AND CONDITION) ELEVATIONS SEE ENERGY GODS FORMS FOR SCHEDULE �� . INSULATION R-VALUES �// VENTED ALUM. SOFFIT TP. II � PRE-ENG WD. TRUSS 24 O.C. STIFFBACK At ALL GYPSUM BOARD OR }" HIGHRI"MTL. DRIP EDGE SEE ENERGY CODE FOI5 FOR o' 3���MAX. UPRIGHTS OVER 4'-10" STRENGTH CLG. BOARD PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER HIGH (SEE SEALED ENG. ELEVATIONS FOR SIZE E CONDITION.) 2x4 N R 4° GYPSUM BOARD OR ill HIGH VENTED ALUM. SOFFIT CONT. 2x4 RAT RUN SECURED W/ STRENGTH CLG. BOARD (2) 12d's o EACH TRUSS 0.5.8. SHEATHING OR }' COX 24" MTL. DRIP EDGE ® INTERIOR KNEE 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER LL ELEVATIONS GONG. FILLED LINTEL BLK W/ (1) WEEP SCREED SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE ON SHEET p2 REBAR CONTINUOUS INSULATION R-VALUE5 OR 1/2" ZIP SHEATHING SYSTEM O ILLED LINTEL BLK W/ (1) VENTED ALUM. SOFFIT (SEE DETAIL 5/D3) (INSTALLED PER MANUF. SPECS.) 1'-0" PRECAST LINTEL 2X6 P.T. SECURED TO 5/5" GYPSUM BOARD OR 1/2" BAR CONTINUOUS EMBED. STRAP VERIFY Tr-F. MASONRY W/ 1/2"x9" A.B. HIGH STRENGTH CLG. BOARD 1/5" THICK, 3 COAT PORTLAND W/ TRUSS PLANrt —SEE ENERGY GORE FORMS FOR W/ 2 DIA. WASHERS, Ill IX2 FIRE -STOP CEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN EXPANDED GALV P METAL LATH 8' OF EA. END, 32" O.G. SEE ENERGY CODE FORMS FOR ON FORTIFIBER JUM50TEX GRADE WINDOW ATTACHMENT AS PER WINDOW ATTACHMENT AS PER MAX IN FIELD. INSULATION R-VALUES D PAPER OVER TYVEK MANUFACTURES SPECIFICATIONS I%" THICK, 3 COAT MANUFACTURES SPECIFICATIONS PORTLAND CEMENT BUILDING: WRAP (REFER t0 PLASTER APPLIED CONC. FILLED LINTEL WINDOW ATTACHMENT AS PER STUCCO SPECS FOR COMPLETE DIRECTLY TO MASONRY —PRECAST SILL BLK. W/ (1) M5 REBAR MANUFACTURES SPECIFICATIONS INFORMATIO PRECAST SILL OR 1/2" ZIP SHEATHING SY TE CONTINUOUS (INSTALLED PER MANUF. E ) (1) 65 REBAR VERTICALLY W/ ' _GONG. POURED CELL PRECAST LINTEL 4 PRE -CAST GONG. SILL WE D (1) 65 REBAR VERTICALLY W/ Ix2 P.T. FURRING STRIPS 6 24" O.G. (5EE PET L ) GONG. POURED CELL 5/8" THICK, 3 COAT Ix2 P.T. FURRING SCRIPS s 16" O.C. — Ix2 P.T. FURRING STRIPS A 16" O.C.PORTLAND CEMENT " SECURE aABLE TO x6 P.T. PLASTER APPLIED I/2GYP WL. BD. PLATE lU/ 126's 8' O.G. MAX 8" GMU — 8' CMU DIRECTLY TO MASONRY WOOD BASE I — I/2' GYP. WL. BD. SECURE 2x6 PT: PLATE TO BLK W/ I/2" GYP. WL. BD. (I) i5 REBAR� ;11x9" ANCHOR ;BOLT W/ 2' WASHER WOOD BASE w — WOOD BASE VERTICALLY W/ CONC. It POURED CELL / SET IN SIMPSON HIGH STRENGTH [Y F 8" ELL EPDXY ill 32" OC EM15ED. MIN. ® F a. MAX. THICK 3 COAT PORTLAND 111 CEMENT PIASTER APPLIED w C1 DIRECTLY TO MASONRY fl .. '; 1-STORY GABLE BLOCK~ 1—STORY GABLE NOTE: I —STORY TITLESOLW/ VAULT C LG. PER 1 THA 4:12, I - 1=0R R001= SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT 4" = I'-0° SCALE: 3/4" = I'-0" B LO C K WALL SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT 15 SCALE: 3/4" = I'-0" PER1" I(TTED BUT MUST BE PER A8Tt'( D22 o TYPE II, ASTI"I D 486S TYPE IV, OR ASTPl D 6l5rt 2x4: 2X41r SECURE TO BLOCK W/ Y*' 2X4= sEcuRE To BLOG< uu, � 2X6 P.T. SECURED 70 X DIAGONALD15R BTM. (M1 sHN Aw'cO OR DRIVE I -IN SECURES OM IV TA sHN AwceI I.I Ak MA2" NRY wl 1 FRB, A.5. w/ CHORD E+Rp'CINC�. (MIN. SHANK siPRNSre .145 1 SEE PLAN FOR MIN. HEAD SITE 300 MIN. HEAD SIZE . 0M 5' CMU EMBEDMENT WITHIN 8 OF LOCATION MIN. HEAD SIZE 300 NOTE: SrlalcruRAL ZX NNBT BE K' DRYWALL PRE-ENGV WOOD MIN. EMBEDMENT t Y:) MRt EMBEDMENT I Yp') MIN EPIDMENT I Y4') EA. END, 32 O.C. MAX IN WITHIN 8' OF EACH END /Nolf. B TyRy_ 2X MUS- BE Wii+IN 8' OF EACH END < MOTE: STRUCTURAL 2X MUST BE WITHIN a' OF EACH EN$ # ON OUTSIDE 1 SECURED I'X4' OR I'X2' P.T. NAILER FIELD. TR 455 (TYP) a 24' 9' CMU is, O.G. MAX SPACING:. ON ODUTSIDE i SECURED THtCUGH WI IN MAX SPACING. ON OUTSIDE / SECURED V O.C. MAX SPACING. n„1�4 NON-STRUCTURAL 3)b' 1� 4 P.T. OR 94'X4' MIN. SECURE THRU O.G. MAX Ji' DRYWALL 2WSso $M RJCTURAL �{�' TAPCON THROUGH NON-STRUCTURAL 9f6' 2X8� TAP('ON MIN I-Y4' EMBEDMENT I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK W/Z-%' N� 2Xbs ❑ FRAME i 1116 OR 1 RI INTO BLOCK W/ 51MPBON ❑ Ix4 P.T. OR 4's'X4' MIN. MIN !-Yl EMBEDMENT INTO SECURE TO BLOCK tAPGON HIN. I-Yi EMBEDMENT SECURE r0 BLOCK INTO BLOCK �,' TAPGONb OR DRIVE PIN TAPCONS OR DRIVE PIN BLO€-K INTO BLOCK Wll-I/4' TAPGGNB OR lMIN. SHANK SIZE .145 META-I6 SECURE 7HRU FRAME i CHIN. SI-4A1•IK SIZE .14b WQ-%' TAPCONS OR DRIVE PIN EXTEND I-Ya' INTO BLOCK MIN. HEAD SIZE _4" ' a-u DRIB PIN (MIN. 9HANK SIZE .145 MIN. HEAD SIZE 300 (tYP) VERIFY ❑ W1 %' TAPCONS OR DRIVE MIN. EMBEDMENT I Y4') •DRYWALL (MIN. SHNK ASITE J46 8' OMU MIN. HEAD SIZE 300 ' CMU MIN, EMBEDMENT 1-41 � W/ TRUSS PLAN PIN WITHIN a' OF EACH END t 'X4' OR I'XZ' P.T. NAILER MILL HEAD SIZE 30'0 ' DRYWALL MIN. EMBEDMENT 1 Y4') D�'4LL WITHIN a' OP EACH END i 18 O.G. MAX SHANK SIZE .148 18' O.G. MAX 9PAGING. MIN. EMBEDMENT I Y4) SPACING MIN. HEAD SIZE 300 ZXB� WITµIN V OF EACH END # ❑ 'X4' OR 1'k?' P-T. NAILER WITHIN B' OF FAGµ END 4 ❑ I'Xd' OR 1'X2' P.T. NAILER MIN. EMBEDMENT I-Y4' is, Or- MAX SPACING. IS' O.C. MAX SPACING. SECURE TO BLOCK W/2 W6' Ni' 05.'A. X 4' MIN. 2X8® 7{6' OAS. X 4' MIN. WITHIN B' OF OEACHPAL END / TAPC.ONS OR DRIVE PIN 2X8® 18' O.G. MAX SPACINGS CASING SECURE TO BLOCK W/t-fib' DOOR CASING SECURE TO BLOCK W/I_I/4� DOOR CASING <MIN. SHANK 81re .145 7APGONB OR DRIVE PIN DOOR CASING DOOR JAMB OR WINDOW DOOR GAEING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW (MIKTAPSWANK OR DRIVE PIN (MIN. SHANK SITE A45 - DOOR JAMB OR WINDOW ATTACH TO IX PER MANUPAGTURES DOOR JAMB OR WINDOW - MIN. HEAD S ZESIZ.I48 DOOR JAMB OR WINDGW ATTACH TO 2X PER DETAILS. ATiACµ TO 2X PER MIN. EMBEDMENT I YE ATTACH TU 2E PER MIN. HEAD m 300 Mitt HEAD SIZE 300 AttAGµ t0 2X PER MANUFACTURES DETAILS. WITHIN 9' OP FAGµ END 1 MANUPAGTUI b DETAILS. MK EF(BIEDMENT I Y4') MANUFACTURES DETAILS. MIN. EMBEDMENT I Ya') AS RIF FV to S DETAILS. IS- O.G. MAX SPACING. WITHIN V OF EAGH END / WTHNN 8' MAXEAGH ENI� / NOTE.. BFUITI AS NEEDED TO PLUMB NOTE: SFIRM A8 NEEDED TO PLUMS NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS F�m TO PLU'iS 19' O.G. MAX SPACING. NOTE` SHIM A8 NEEDED TO PLUMB B• O.C. X BRACING. JAMB (PO NOT EXCEEDYV JAMB (DO NOT EXCEEDY4 ) JAm (DO NOT Excm) A) JAMB (DO NOT €XOEED YV JAMB (DO NOT EXCEED Y4') DOOR JAlD3 TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-16 lA' DOOR JAMB TO BLOCK +3" DOOR 4AMB TO BLOCK +9-7/IB' DOOR JAMB TO BLACK +3/4 OR +6/4 inl WINDOW TO B[DCK +3/4 OR +5/4 4. WINDOW TO H +1-16 a iu�1 WIl4DOW TO BLOCK +3" G WIIiD i► TO BLACK +9-7/19" %Tl WIRDOR TO HI.00K +3/4 OR +6/4 8C E: 3/8'-I'-0' 18 _ _ " E: 3/a'=I'-0' SG E: 3/ETT0 �°,1�CAL- `�P-0' , 2x4:. 2 RE TO BLOCK W/ Va' 2x4:. 2X4a SECURE TO BLOCK W/ %, SECURE TO BLOCK W/ ib' TAPCON9 OR DRIVE PIN SECURE TO BLOCK W3'4' _ TAPCGNS OR DRIVE PIN SECURETAPC0S OR DRIVE PIN (MIN. 6HAW SIZE J46 TAPGONS OR DRIVE PIN (MIN. SWANK SIZE .146 (MIN. SHANK SIZE .145 MIN. HEAD SIZE '00 (MIN. SHANK SIZE .Id5 LINTEL GOuRcA-= MIN. HEAD SIZE 300 MIN. EMBEDMENT I YE) WITHIN MIN. HEAD SIZE "0 MIN. EMBEDMENT I Y4') WITHIN MIN. HEAD SIZE 300 8' OF EACH END 4 18' OL. MIN. EMBEDMENT I Y49 8' OF EACH END 4 19' O.C. MIN. EMBEDMENT I Y49 WITHIN MAX SPACING. NOTE: STRUCTURAL ZX MUST WITHIN S' OF EACH END i NOTE' STRUCTURAL 2X MUST a' OF EACH END i 16' O.G. NOT€; STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED MAX SPACING. MAX SPACING. SECURE 18 O.G. MAX SPACING. TP ON OUTSIDE /SECURED _ _ BE OI'U OUTSIDE / SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL ZX6ai TFJROUCsI-I NON-STRUCTURAL THROUGH NON-STRUCTURAL W/t-ik' TAPGCINS OR MI6' TAPCON MIN. IA' SECURE TO BLOCK WA-I/4' %' TAPCON MIN. I-Y4' •a eirrci SHANK cxM Nabs ®4' oc. SECURE TO BLOCK WR-%, SECURE TO BLOCK W/2-VA' %. TApc4N MIN. I-Ys' ggyE DIN EMBEDMENT INTO BLOCK TAPGo is OR DRIVE PIN EMBEDMENT INTO BLOCK TOP a 507T� EDaEs TAPCONS OR DRIVE PIN TARO" OR DRIVE PIN EMBF-DST O BLOCK IX4 SYP LATERAL (MIN. SHANK SIZE .148 (MIN. SHANK SITE .145 (MIN. SHA"tlK SIZE .140 (MIN. SHANK Sire Arp _ MIN. µFAD SIZE 300 MIN. HEAD 61SI 300 MIN' HEAD SIZE 300 8' CMU MIN. HEAD Slre 300 MIN. EMBEDMENT I 0 MIN. ETIBEP SIZE 1 Y4'J WITHIN MIN. W IBEDMENT 1 A) MIN. EMBEDMENT I Y4') a' cm MAX ® TRU51 B 5TM. O.C. WITHIN 8' OF EACH END 4 e: CIMU 8' OF EACH END i 18' O.C. E' CMU WITHIN a' OF EACH END K' DRYWALL WITHIN 9' aF FAGµ END # 18' O.G. MAX SPACING. K: DRYWALL MAX SPACING. �' DRYWALL / IB' OG. MAX SPACING. I'X4' OR I XZ P.T. NAILER Is, O.C. MAX SPACING. ❑ K' DRYWALL . . . . . . . . . . . 2X8,m I'X4' OR I'k2' P.T. NAILER Zxam I'X4' OR I'X2' P.T. NAILER 2)45� ND 2X SECURE TO 2X&,� - P,T OR ' MI P?. NAILER CHORD, EA. TRUSS W/(3) Ifdd GAGING SECURE TO BLOCK STRUCTURAL MEMBER NAILS A EA. TRUSS SEGUR`c t0 BLOCK W/I-U,4' ' P.T. X 4'MIN. SECURE 70 BLOCK W/7- OOR CASING SECURE TO BLOCK Wl2- Wa_%, TAFCOms OR W1(2)126 WTµIN a' OF EACµ TAFC046 OR DRIVE PIN R CASING C TAPCONB OR DRIVE PIN TAPCONS OR DRIVE PIN DRIVE PIN END 1 6' 70 8' Or- MAX (MIN. SHANK Zr.I (MIN, 6114ANK BITE .145 (MIN. SWANK SIZE .145 (MIN, SHANK SIZE .148 OOR CASING PUN. HEAD SIZE 3fL� �1 GABLE END B R AC IN G MIN. HEAD SIZE 300 CrA)� OR JAMB OR WINDOW r*TX HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y1) DOOR JAMB OR WINDOW /T! MIN. EMBEDMENT 1 Yi) WITHI ACH TO 2X PER MIN. EMBEDMENT I Y4') WITHIN ttAGH TO 2X PER MIN. EMBEDMENT 1 Y4') 7TAQ4 TO 2X PER WITHIN a' OF EACH END # AANIUPACTUf�B DETAILS. a' OF EACH END i 19' O.C. MANUFACTURES DETAILS. 9' OF EACH END / IB' O.G MANUFAGNREa DETAILS. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. Q MAX SPACING. MAX SPACING. SHIM As NEEDED TO PLUMB 18' O.G. MAX SPACING:. . SµIM AS NEEDED TO PLUMB NOTR• 18' OG. MAX SPACING. riOTE: SHIM A6 NEEDED TO NUMB NOTE: SHIM AS NEEDED TO PLUMB 'Y JAMB (DO NOT EXCEED 49 JA" tR (DO NOT F- cmv Yi) JAMB (PO NOT EXCEED Y49 JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +1-1/2" DOOR JAma TO BLOCK +2 ��} DOOR JAMB TO BLOCK +3' DOOR JAMB TO BLOCK +3 3/4" =r .,_WINDOW TO BLOCK +1-1/2' WLNDOW TO BLOCK +2 1!4 F+ WINIaOW TO +9' (H WiPIDOW TO HICK +9 3/4" a BGALE• 3/8'•I'-®, " SCALE: 3/8'=I'-0r SCALE: 3/a'.I'-0' BGALE• 3M'.I'-0' a J FASTENER SCHEDULE NAIL REQUIREt' TENTS TOP wf;c BLOCKING AT 4' I� ✓iF+rr+lcsxsi-' USE 1/16" OS$. OR 1/2' CDX PLY WITH "8 RING SHANK GUN NAILS AT 4' OG. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. 51ZEI HEAD LENGTH I DIA. ENSILE STIR, O.G. MAX. IN FIR5T X FTXA-IINCS �� r - TYP. EXT. SHEATHING ATTACHMENT SPACES AT EACH END. i FOR SHEAR 4 UPLIFT (O.S.B. TO BE STR LIGTURAL m RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE b 0 m w '8 2 DECK SCREWS • 6 -8 , " n a z w 8d ROU r:),MODIFIEp OR T 1 T/8" 113 1'10,000 10d ROUND MODIFIED 2 I/8' @B 170 800 z NOT REQUIRED EXCEPT 0 OPENINGS 9 Q O.C. MAX e EDGES 4 12' O.G. o Ic'+f)['DF 5UFATI-llNcz TO GaEil F FND FRdMF OR T ROOF SHEATHING _H. m • N w MAX IN FIELD. UNTHREADED w P8 RING SHANK GUN NAILS - USE 08 GUN NAILS o 4" O.C. N_OM: NAILS TO BE MFG. BY MEMBER OF INT. i SHANK TO EXTEND BEYOND 0 • 6' O.G. IN FIELD STAPLE, NAIL 4 TOOL ASSOCIATION o THICKNESS OF SUB -FLOOR a EXTERIOR SHEATHING i. 0.11,$ INCH NOMINAL SHANK DIAMETER ? z SHEATHING USE 1/2' GDX OR 1/16' 065 PLY WITH 68 RING SHANK GUN NAILS AT 6' O.G. AT 2, RING DIAMETER OF 0,012 OVER SHANK DIAMETER U v PANEL SIDES AND 68 RING SHANK GUN NAILS 4' O.G. TOP t BOTTOM 3. 16 TO 20 RINGS PER INCH 3 I S° PANEL AND 08 RING SHANK GUN NAILS AT 6' O.G. AT 4. 0�80 INCH FULL ROUND HEAD DIAMETER ROOF 5I4EAT#4INCH LA'rOUT INTEWEDIATE SUPPORTS. SEE DETAIL. ' I LL�� OR 1/2" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 5. 2 INCH NAIL LENGTH AND END WADI... 5RAG ING TYP. EXT. SHEATHING ATTACHMENT FOR ROoF NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN BUILDING LENGTH FOR G,45L.E END FRAI" I ING ALL £/�osEo MEMBERS OOR DECKING GLUED TO SPEATHING (0,5M. TO BE STRUCTURAL GRADE) ACCEPTABLE FASTENER FROM ANY MANUFACTURER A R C H I T E C T S 1 N. RONALD REAGAN BLND. LONGWOOD, FL 32750 FIK 407-774-6078 FAX: 407-774-4078 www.abde!s"tgngroup.com AA #: 0003325 F N h W U 0 F 0. A F A64 B%T9Dl. da Lwa . CREEKSIDE EXPRESS LOT � #101 Irmoaas 04321.000 wonmmt 4EHB "2605-HAYDEN" OARAGN swum: RIGHT PAO& SHINGLE MONO. SECTIONS & DETAILS 60 MPH EXP. C MIN' 10" NRig 12/07/16 1/4"=1'-0" FIBERGLASS SHINGLES WOOD RZ IDP SHEATHING 5Y5TEM OVER "30 FELT PAPER C INSTALLED PER MANUF. SPECS.) INSTALLED PER FBCR 2x4 BLOCKING BETWEEN WRB LAYER 01, RW5.21 ON 1116' O.S.B. TRUSSES AT FIRST (5) rklSTUCCO LURAP SHEATHING IINCx OR" CDX BAYS 4'-0" O.G. (AT PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAMS) LURB LAYER *2, FORTIFIBER PER FASTENER SCHEDULE EMBED• STRAP 030 FELT PAPER INSTALLED �1':' / 5UILDINCs PAPER FRAME TO VERIFY W/ TRU55 PER FBGR Rw5.2.-t ON �° METAL LATH PRE-ENG WD. TRUSS PLAN O.S.B. SHEATHING OR J' CDX FASTEN TO WOOD STRUCTURAL 24" O.C. MAX. PLYWOOD SECURED PER BLOCK FASTENER SCHEDULE CONNECTION MEMBER 0 rt" O.C. MAX MTL. DRIP EDGE' SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE Y PRE-ENG WD. TRUSS 24" O.0 SEE DETAIL 15/pl INSULATION R-VALUES �N 2X4 OR 2X6 FASCIA MAX.— 7/8" TEXTURED 2X4 OR 2X6 FASCIA 5/8" GYPSUM BOARD OR 1/2" '��INISI-I U100D PER ELEVATIONS PER ELEVATIONS 441CsH STRENGTH CLG. BOARD GONt. 2x4 RAT RUN SECURED DOUBLE TOP PLATE VENTED ALUM. SOFFIT �x W/ C2) 12d'a g EACH TRUSS �� �"M" TYPE CONTROL JOINT VENTED ALUM. SOFFIT SEE ENERGY CODE FORMS FOR fi P. WINDOW HEADER SIZE VARIES 1/2' CDX OR 7/16" INSULATION R-VALUES `? 0,14 PER WINDOW OPENING SEE 055 SECURE TO ROOF TRUSS UPLIFT 6" METAL LATH 4 STRIP HEADER SPAN CHART FOR WALL PER 5/8" GYPSUM BOARD OR CONNECTOR NOT 1/2" CDX OR 111ro" OSB DETAILS FASTENER 1/2' HIGH STRENGTH CLG, SNOWY FOR SECURE t0 WALL PER WINDOW ATTACHMENT AS PER SCHEDULE oN BOARD CLARITY (SEE 6 ° UJIDE STRIP SELF FASTENER SCHEDULE SHOP DWGS.) ON SHEET 2 MANUFACTURES SPECIFICATIONS SHEET D2 WINDOW HEADER SIZE VARIES ADP-I�SIYi=LASI FLASHING, CLAN i EE D OR 1/2 ZIP SHEATHING , ° MASONRY BEFORE APPLYING OR 1/2" ZIP SHEATHING WINDOW SILL SYSTEM (INSTALLED PER WINDOW OPENING SEE TEXTURED SYSTEM (INSTALLED PER 2x6 STUDS a I(o" O.G. MAX W/ PER MANUF. SPECS.) HEADER SPAN CHART FOR MANUF. SPECS.) INSUL., SEE ENERGY CODE DETAILS FINISH 6 MA5ONRY 1/8" THICK, 3 GOAT FORMS FOR INSULATION -I/8' THICK, 3 GOAT WINDOW ATTACHMENT AS PER EXTERIOR WALL 8" CMU CEMENT PLASTER R-VALUES CEMENT PLASTER MANUFACTURES SPECIFICATIONS SHEATHING, (SEE APPLIED TO METAL T t G SUBFLOOR GLUED AND APPLIED TO METAL WINDOW SILL NOTES) FASTEN EACH SCUD LATH OVER 2 LAYERS SCREWED AS PER FASTENER LATH OVER 2 LAYERS 2x6 STUDS a 16' O.C. MAX W/ TO DBL, TOP PLATE OF GRADE "D" " " W/ USP SPt24 NAIL SCHEDULE ON S��EET D2 OF GRADE D INSUL., SEE ENERGY CODE BUILDING PAPER OR BUILDING PAPER OR FORMS FOR INSULATION PER MANUF. SPECS. PAPER BACKED LATH PAPER BACKED LATH R-VALUES OVER AN APPROVED r OVER AN APPROVED J" T t G SUBFLOOR GLUED AND HOUSE WRAP HOUSE WRAP SCHHEEDUD AON SHEET D2 R SECTION AT TOP VERTICAL CONTROL BETWEEN OF EXTERIOR WALL DETAIL 5 SIMILAR MATERIALS SCALE: NTS `r SCALE. 3"=1'-0" PRE-ENG FLOOR TRUSS (INSTALL PER f• SPECS.) ZIP S; rJE ATHING SYSTEM (INSTALLED GONG. FILLED LINTEL I" GYPSUM BOARD OR }' HIGH DETAIL 54 PER M,�NUF. 5PECS.) OR BLK. W/ (1) "5 REBAR STRENGTH CLG- BOARD CONTINUOUS iX2 NAILER/Di�AFT STOP PRE-ENG FLOOR TRUSS %, WOOD SHEATHING(INSTALL PER MFG. SPECS.) UJRB LAYER I, ' GYPSUM BOARD OR }' HIGH ... STUCCO WRAP SEE ENERGY CODE FORMS FOR STRENGTH CLG. BOARD WRB L A INSULATION R-VALUE:S IX2 NAILER/::)RAFT STOP G FAPF R PRECAST LINTEL �� BUILDING PER �ORtI CONC. FILLED LINTEL BLK W/ (UMEtAIr LATE 15 REBAR CONTINUOUS WINDOW ATTAC:p TENT AS PER Eva" THICK, 3 GOAT MANUFACTURES SPECIFICATIONS SEE ENfr Gy CODE FORMS FOR WOOD- ' /8° TEXTURED PORTLAND CEMENT PRE -CAST CONCRETE SILL INSULATION R-VALUES GONSTRUGTION ' f�FINISI I FOOD PLASTER APPLIED PREGAbT LINTEL ' FASTEN TO LUOOD STRUCTURAL DIRECTLY TO (1) 05 REBAR VERTICALLY WINDOW ATTACHMENT AS PER M�MB=R � rt" O.C. MAX MASONRY W/ GONC. POURi=D CELL MANUFACTURES SPECIFICATIONS 5/8' THICK, 3 COAT all CMU ; , . Ix2 P.T. FURRING PORtLAND CEMENT PRE-CA*r CONCRETE SILL 3/4 T 4 G SUBFLOOR GLUED �STRIPS a 24" O.C-- PLASTER APPLIED yg" TO �" MlD-IUALL AND SCREWED AS PER i 8" CMU DIRECTLYTO (U "5 REE3AR VER1 IGaLLY LUEEP SCREED FASTENER SCHEDULE ON 1/2" GYP. WL. BD: MASONR W/ GONC, POURED CELL ■ SHEET D2 WOOD BASE Ix2 P.T. FURRING = Z STRIPS ® 24'O.C. d `f a. FI' N. FLR a.CMU FASTEN EACH 2X4 RIBBON LU/ I/2" GYP. LUL. Bp. C5) 12d NAILS a EACH TRUSS. � 5Th1. RIBBON TO BE P.T. a WOOD BASE 6" U11I;E STRIP SELF Ar,)HE61vE FLASHING, CLEAN PRE-ENG FLOOR TRUSS FIN. FLR MASONRY BEFORE APPLYING (INSTALL PER MFG. SPECS.) CON TEXTURED ) S REEBAR CONTINUOUS 2- STORY 2- STORY ; FINISH MASONRY WALL WALL � ` WEEP SCREED DETAIL C RIBBON SECTION SECTION WOOD TO BLOCK CONNECTION 6 FASTENING DETAIL 1 SCALE: 3/4"=1'-0" SCALE: 3/4" -0" )5 ALE, 3"=1'-0" CONTROL DATE: 12/13/12 SCALE- 3/4°=1'-0' FIBERGLASS SHINGLES FIBERGLASS SHINGLES PRE-ENG GABLE TR1165 OVER "30 FELT PAPER OVER "30 FELT PAPER PRE ENG GABLE TRUSS INSTALLED PER FBGR INSTALLED PER F15CR NOTE= EXAERIOR WALL mar � R � PLACE STRAPS SPACED SPF STIFFB,4CK (SEE SEALD TRUSS SPF STIFFBACK (SEE SEALD TRUSS DIAGONAL BRACE A rSWOWWALL FOR CI A Not �r 1 AND SHOWN WIT14 ON a4 R905.2.rt ON a' O.S.B. ENG. PACK FOR SIZE t CONNECTION) R905 Z.7 ON ' OS B. ENG. PACK FOR SIZE t CONNECTION) CENTER OF TRUSS SHowv FOR CLARITY) 0 E I d ", IIONAL TsTRAP AT SHEATHING OR �" CDX 2SHEATHING OR }" GDX 2x4 SPF BLOCKING BETWEENSTUDS SPAN OR HIGHEST ASTEN to BLOCK WALL « t EACH WINDOW KIWG STUD x4 SPF BLOCKING BETWEEN PLYWOOD SECURED PLYWOOD SECURED TRUSSES AT FIRST l5) BAYS 4'-0" RIDGE. DIAGONAL WITH USP MSTA48 STRAP WITH PER FASTENER TRUSSES AT FIRST C5) BAYS 4'-0° PER FASTENER FASTENERS D (URO) INSTALL O.G. (AT SHEATHING SEAMS) O.G. (AT SHEATHING SEAMS) fSRAGE t0 BE ANY S • EA. END ruxo) SPACE MIN STD ( COMMON NAILS SCHEDULE NOTE SCHEDULE SPAN 15'-0" OR STRAPS AS FOLLOWS: f ? INTO STUD !®.148 DIA X I IR' MTL. DRIP EDGE GREATER. REFER TO 160 MPH c: 32' O.C. LONG) MTL. DRIP EDGEVERN DIAGONAL BRACE r I60 MPH 5; 32' O.C. 2X4 OR 2X6 FASCIA �,lSS ENG. FOR -150 MPH B': 48' O.C. ) , PRE-ENG D. TRUSS 24' CENTER OF TRUSS SPAN OR PER ELEVATIONS ' ADDITIONAL HIGHEST RIDGE. DIAGONAL PRE-E WD. tRUS O.G. MAX. SECURED W/ l3) 12d O.G. MAX. 1ORIZONTAL TRUSS TOP of STUD WALL 2X4 OR 2X6 FASCIA BRACE TO BE a ANY SPAN REINFORCEMENT. ALE PLate ; PER ELEVATIONS 15'-0' OR GREATER REFER NAILS FILL ALL REMAINING STRAP ' o HOLES W/ 10d NAILS INTO SEE FASTENER SECURE TO -0 TO 30 -0 (1) SECURED W/ l3) SECURE TO TRUSS ENG. FOR -TRUSS W/ X BRACE WOOD BACKING NAILS LS TRUSS W/ AA DDITIONAL HORIZONTAL SCHEDULE ON SHEET � - - I/2" CDX OR 1/16' OSB l2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) I2d 30'-1' TO 60'-0" (3) S DO NOT PLACE SCIwEW IN SECURE t0 WALL PER NAILS FASTENER PATTERN NAILS X-BRACE (1) X-BRACE TOP O= TOP HOLE NEA�ST TO TOP 0'-0" TO 30'-0' (1) 1/2' CDX OR 1/I6" OSB s CENTER AND (2) MASONRY WALL CMU BLOCK WALL FASTENER SCHEDULE X-BRACE SECURE TO WALL PER @RAGE DIVIDED CONNECT BottoM of ON SHEET D2 30' I' TO 60'-0' (3) FASTENER SCHEDULEGtUALY FROM CENTER ? STRAP to cMU BLOCK WALL SY TE TIP SHEATHING X-BRACE (1) X-BRACE ON SHEET D2 w/ CT) 3/I6' DIA X I-v4' SYSTEM (INSTALLED PER r TO END MANUF. SPECS.) �, 'm ' ' �'�'��+ �N LONG TAP'GOI`l MASONRY r r� �" CENTER A1�D C2) OR I/2' ZIP SHEATHING_ ���,_'� : ��a� o��,_ x�k Scr�WS x ,Xy °` cMu BLOCK wall BRACE DIVIDED SYSTEM (INSTALLED PER CONT. 2x4 SPF RAT RUN SECURED W/ WEEP SCREED, SEE CONT 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER MANUF. SPECS.) 2-STORY DETAIL 5, SHEET D3 (2) 12d's s EACH TRUSS TO END 2X4 W/ 3/8' X 5 LAG l2) 12d s +EACH TRUSS GABLE END 2X6 P.T. SECURE W/ (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ m32 O.G. MAX. OR 1/2"Xe' ANCHOR (3) Izd's EACH TRUSS DIAGONAL GABLE SIMPSON MSTA-24 (3) 12d s s EACH TRUSS DIAGONAL CROSS EXTERIOR STUD WALL CONNECTION BOLT 32" O.G. MAX. X-BRACING TO COVER 5-TRUS5ES r% 32' O.G. MAX. X-BRACING TO COVER 5-TRUSSES BRACING L NAIL GABLE TO 2X6 0 X-BRACING DBL TOP PLATE 5/8" GYPSUM BOARD OR 1/2' HIGH 8 „= ,_ , q TO FIRST FLOOR MASONRY WALL WI 12d NAILS 6" O.G. STRENGTH GYPSUM p- 50A D I/2 HIGH SCALE, 3/4"=1'-0" 2X STUD 16' O.C. MAT. STRENGTH CLG. BOARD SCALE: 3/4 -I 0 e) SCALE; Nt8 MAX. STRENGTH GLCU*• BOARD A R C H I T E C T S Dlesi n rou Inc. 1 N. RONALD REAGAN BL LONGWYOOD, FL 32750 PM: 407-774.6078 FAX: 407-774.4075 wvrn.ebdesfg�.com AA #: 0003325 Ica, w 0 0. h a h a x ®VSD1V de LOT:' CREEKSIDE EXPRESS LOT #101 PM MWT #QQQ mos" io 4EHB "2605-HARDEN" Alas smngG- RIGHT PAO& SHINGLE MONO. 2-STORY WALL ECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLOFWA g ' ` 12/07/16 sC 1/4"=1'-0" *NOTE- NAIL 5NI=ATI4ING TO ALL 2X A5 PER EXT. 5HEATI-HING NAILINCz, 8d 4" O.C. MAX r=DGr=5 4 6"-6" O.G. MAX IN THE 1=I=LD 2x RIDGE ONE SITE LARGER THAN RAFTER SIZE SEcu 2x6 MIN. TO BLK W/ (2) "XS' A -BOLTS 4' EMBEDMENT MIN. W/ 2'X2"XI` WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN., (3)12d NAILS OR A GARAGE DOOR H IN JOINTS PRIOR TO FILL[ lG MIN. (4) 10d GUN NAILS DBL. TOP PLATE © 2x4 COLLAR TIE AT EVERY OTHER DBL. TOP PLATE 2X4 16' O.C. MAX. 0 © RAFTER W/ MIN. (3) 12d NAILS OR 2X4 IV O.C. MAX SECURE 2X4TO MIN. (4) 10d GUN NAILS WOOD Wn-12d s 6'-8' O.G. STAGGERED �' > kkkk 2x RAFTERS o SECURE 2X4 W/ 2-V,' Ix8 NAILER SECURE t0 TRUSSES SECURE 2X4 W/ 2-I/4' tAPCON5 OR DRIVE PIN E BELOW W/ TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. (MIN. SHANK SITE .145 MIN. µEAD SIZE 300 MIN. [] SECURE 2x4 ON (2) 12d NAILS OR µEAD SIZE 300 MIN. EMBEDMENT I Y4' W/IN 8' FLAT TO BLK (3) 10d GUN NAILS s EA. TRUSS EMBEDMENT 14' W/IN V EA. END NOT TO EXCEED AR(7, IUJA1' W/ CUT NAILS. EA END NOTTO EXCEED BT. PLA 18' O.C. MAX SIDES: T IS' O.G. MAX 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 XJ'X8" A -BOLTS 4' EMBEDMENT MIN. ❑ CREATE VOID FOR STRAP BT. PLATE 2X4 SOLIDMT514D_ W/ 2'X2'XYs WASHER AND NUT PENETRATION SECURE TO 1/2' =x 5PACED EVENLY FROM FLOOR TO ROOF DECKING OVER 1/2' COX WITµ MIN. 2-12BILK. GARAGE DOOR HDR IN JOINTS PRE-ENG TRUSSES 2X4 SOLID L IOR TO FILLING. SECU SHE tµ 1-22X6 PTBLOCK CENTER OF PRE-ENG. TRUSS WITH MIN. 2- BLK E EXTERIOR ARCHWAY 2 EXTERIOR ARCHWAY o POOR HEADER W/(I) X�'XB' J-BOLTS 4' EMBEDMENT W/ 2"X2'4' WASHER AND NUT. TA-24NATE CONNECTION 4 CONV. FRAMED ROOF META-24 RAFTER TO BLK'G WITH WINDOW SCALE: In"=1'-0' BETWEEN TRUSSES SCALE: In'-1'-0' 2X4 SECURED TO PRE-ENG TRUSSES W/ TRUSS " I175 UPLIFT GABLE ENG W/(2)12d NOTES: CONNECTOR VERIFY W/ SIMPSOM PTSM20 ALL ANCHORS SHALL BE IN ACCORDANCE TO 6'-a, O.C. FRAMING PLAN W/10 10d TO TRUSS 2X4 SECLL MANUFACTURE INSTALLATION INSTRUCTIONS ERE OUBLE 70P PLATE AND (4) 1/4' x 2 1/4" GABLE/(UPR SUCH INSTRUCTIONS ARE MORE STRINGENT RIPPLE STUDS s 16' O.G. NTELTO �T POUREDTAPCONLINTEL HT GARAGE DOOR MAX HEADER SIZE PER .: BUCK ATTACHMENT SIMPSON LSTA-12 s EA. JACK » IS00 UPLIFT (2) s1MPsoM HTSM20 o SPAN CHART. STUD, BOTH SIDES OF INSTALLED ON OPPOSITE OPENING. FACES OF BLOCK WALL 3 s 2x STUDS s 16' O.C. MAX W/ W/10 I0d TO TRUSS ' CDX PLYWOOD GABLE LOCKING � SHEATHING. SHEATHING TO BE TRUSS 2x4 BLOCKING DOOR WITHINOPENINCs TAPeccNSTo c ONT OPENING ANDNSECURE PER —POUREDLINTEL s EA. RAFTER L- EA RAFTER \ H2.5 EA. RAFTER 2� TER s 24' O.G. 4 FRAMING (TYP) �J CLOSED VALLEY FLASHING DETAIL 6 FRAMED OVERHANG N.TS. N.TS. 2x4 DBL. SP4s32' O.G. MAX 2X4 OBL. 2X4 TOP PLATE In" CLG. BOARD TOP PLATE TOP t BOTt TOP PL TE -FAB PRE-FAB z PRE-FAB 1/2" CLG. BOARD TRUSS -FAB TRUSS In' CLG. BOARD TRUSS TRJSS CONT. METAL In" CLG. BOARD In' DRYWALL TRACKS, TOP t 2X4 WOOD�'e BOTTOM 6TUDS O2X4 WOOD In' DRYWALL In" DRYWALL T• STUDS slb" �`' CHANNEL SNAPPED LOCKING O.G U.ON. BLO'+✓KING 2X4 WOOD STUDS 24' OZ. W/ MID -WALL MID=WAL SECURE BT. PLATE STUDS 024' LATER OF Z. SECURE BT. �, In'X9' 70 SLAB W/ 10d O'c' TYPE GYPSUM MASONRY NAIL • WALLBOARD W/ PLATE M S In' DRYWALL 32' INT 32" O.C. MAX ATTAC4ED TO EACH NAIL s 32' 2X4 PT SIDE • 12' OC. MAX SEE FOUNDATION PLA*E 01 GONG. SLAB FOR DETAILS CONr• SLAB CONIC. SLABJ. - — C. SLAB SEE FOUNDATION FOR DETAILS SP4s32' O.C. MAX 1—STORY 1-STORY 1-STORY 1-STORY TYP. INT. WALL INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL METAL STUDS )(NO UPLIFT) (W/ UPLIFT) ff�A N-BRG.) 8C NON-BRG. S SCALE:In'=I'_0" S SCALE: In'=I'- LE:In'=I'-O' SCALE:l/2 1'-0" Of=ENNI G PRECAST LINTEL FI - i TO SECURE TO FRAMING, NEED MIN 1 1/2', LESS THAN 1 1/2', WINDOW MUST BE SECRRI=D TO BLOCK al 2x4 BLOCKS SECURE 2x TO BLOCK W/ (2) � �,,'x3' TAPCONS OR DRIVE PIN MIN SPANK SIZE .145) (MIN EMBED. 1 4") a WITHIN S" OF EACH END AND 10' O.G. MAX SPACING. CMU WALL 1 d q a 4 ARCH WINDOW FRAME NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS PRE-ENG TRUSS AND SPECIFICATION) JACKS (SEE HEADER SPAN CONTINUOUS CHART FOR DETAILS AND BOND BEAM /-= SPECIFICATION) JACK STUD ASSEMBLY TO BE / SECURED ONE PLY s A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END E NO MORE THAN 12' O.G. STAGGERED In"x'3' A.B. MIN. i' TAP CONS EMBEDMENMT S' FROM EACH MIN. 2' COVER TYP. INTERIOR END : 32' O.C. MAX. 2' APART L100R OPENING WD FRAM SP4 OR µ5 s TOP AND 11 BOTTOM PLATES s EA. FULL TRUSS ANCHOR SCALE: In„=1'-m' LENGTH STUD, BOTH SIDES RE ROFIT OF OPENING. 12 N.TS. LINE OF SLAB °5 REBAR VERT- IN COMER BEAD SOLID GROUTED CELL SEALANT ACKE BR ROD 5!S' THICK 3 CCdAt 8' Cf1LL SEE CEMENT PLASTER 6TRUGTUR.AL FOR APPLIED REINFORCEMENT DIRECTLY TO MASONRY 2x6 P.T. LLD ATTACHED TO FILL . CELL AS PER PRODUCT 6PPROVAL REO. FROM MIAMI-DAD£ �;• .' / COUNTY WEATµER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB W/ GALV. 8TEEL 3/16'xi 1/4' LAG --OVERHEAD DOOR 8CR£WS V£RTIC41_ TRACK 1' MIN DY OTHERS DY MAU=. 7 SLIDE FASTENED TO ROOM TRACK BRACKETS r SCALE. 3/4"=I'-0" W/I/4'-2mxla' 13 GARAGE DOOR JAMBS CARRIAGE BOLTS SCALE: in'=1'-0' AND LOCK NUTS. TRUSS+ TO WOOD FRAMING 5IMP50N MTS-12 PRE-ENG TRUSS PRE-ENG.TRUSS DOUBLE TOP PLATE 2x CONTINOU5 STRESS DBL. 2X TOP PLATE SP4032' O.C. MA BLOCKING MID WALL l/16' OSb. 2x STUDS s I6' O.C. MAX, OR 1n' ZIP SHEATHING aN U.ON. SYSTEM (INSTALLED PER MANUF. SPECS-) q' T t G SUBFLOOR GLUED 2X BLOCKING s AND SCREWED AS PER TOP OF FASTNER SCHEDULE In' CDX IST FLOOR STUDS TO 2X STUDS 16, O.C- MAX 2ND FLOQrWUDS SIMP -36 s 32' 2X BTM. PLATE O 3/4' FLOOR DECKING of MSTA-36 32' O MAX PRE- F ER PRE-ENG FLOOR TRUSS PIN DOUBLE TOP PLATE PRE-ED TRUSS 2x CONTINOUS STRESSFLOOR BLOCKING MID WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 2x STUDS s 16' O.G. MAX, W/ 1/4" GAP FROM BLK TO O.S.B. U.O.N. In' GYP. WL. BD. Q µORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN SECURE BT. PLATE TO SP4s32' O.G. MAX SLAB W/ J'x9" ANCHOR REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON HIGH STRENGTH EPDXY T" EMBED. MIN. ® SHEATHING s TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW b SIMPSCN SP4 s 32' O.G. MAX © INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS i PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE PRE-ENG TRUSSES OR CCI*IV. FRAMED RAFTERS CRIPPLE STUDS s 16, O.C. MAX — PRE-ENGaINEERED SIMPSON L5TA-12 s EA. JACK TRUSS STUD, BOTH SIDES OF OPENING. M -12 2x STUDS s 16" O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN J' OF WINDOW/ DOOR 2X OPENING AND SECURE PER NAILING SCHEDULE PL KING STUDS (SEE µFADER SPAN CHART FOR DETAILS AND SPECIFICATION) X¢ 4 STUDS 16" O.0 JACKS (SEE HEADER SPAN I} OS$. SµEAT O �" B2TM. CHART FOR DETAILS AND CDX PLYWOOD. T ED LATE SPECIFICATION) PER FAS 5CHE LE JACK STUD ASSEMBLY TO BE t/2 IP S SHEivG 2 MTS-12 SECURED ONE PLY + A TIME. S TE INST LED PER TEXT. FINISH USE 12d NAILS, TWO WITHIN 6' ) FROM EAC-4 END t NO MORE BLOCKING UNDER THAN 12' O.G. STAGGERED LL STUDS SCURF --META-16 6104 OR µ5 s TOP AND N TRUSS BAYS W/ TRUSSED BOTTOM PLATES s EA. FULL (3) 12d'e EACH END ' GMU WALL LENGTH STUD, BOTH 51DES 2x DOUBLE TOP PLATE OF OPENING. STUDS s I6' O.G. 84EAT41NG TO LAP TO BOTTOM OF PRE-ENG'D MTS-12 s EVER STUD TRUSS BELOW_ SHEATHING MUST NOT BREAK I'-4' MIN. 2X4 BT. PLATE FROM 2ND FLR. LINE. KNEE WALL DETAIL ENTRY %� INT. 2-STORY L.B.W. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 16 SCALE:3/4'=1'-m' SCALE:1/2'=1'-O' 4 SCALE:1n"=1'-m' DOOR OPENING WD FRAMED ATTACHMENT 14 SCALE:1n'=r-m' 15 scALE:1n'=r-0' CONTROI, DATE: 07/01/15 A R C H IT E C T S •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774,4078 www.abdesigngroup.com AA #: 0003325 F W 0 F 0. W A F BTJHaIV. a. LOT. CREEKSIDE EXPRESS LOT #101 P O �S^� T# 000 MODEMA 4EHB "2605—HAYDEN" GAHAOM BWnqG: RIGHT PAQMb misc. DETAILS 160 MPH EXP. C �I _„„ 4 No -AA 1 12/07/16 95c 1/4"=1'-0" A R C H I T E C T S 6uildine Permit# 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. 11/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 11/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" SH Window (+38) / (-50) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact @ head. 11/4" embedment. Two additional tapcon 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. 11/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor, 6" max. SH Window (Integral (+38) / (-51) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-RS Non Impact from corners, 8 1/2" o/c at jamb, 6" @ head. 11/4,, Mulled) 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" rriax. from corners, 14" o/c at jamb, 16" @ head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" Picture Window (+38) / (51) (+55) / (-55) Ply Gerd Ply Gem 1500 FL16104.1-R3 Non Impact @ head / sill. 11/4"embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Builders Series distance. 6" max o/c from corners and 20 3/4" max o/c Sliding Glass Door (+33) / (41) (+25) / (50) Ply Gerif 4780 FL14634.1-R2 Non Impact elsewhere top, vertically and bottom. 2 1/2" Ipin embedment. 1/4" concrete tapcon anchor. 6" max o/c for c9l'ners. Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 11/4" embedment.. Opaque slab with or Single door with sidelite, 1/4" concrete tapcon anchor, 3" without impact (136) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15037.1-R2 N/A max o/c for corners as well as each side of sidelite. sidelights (1 or 2) Tapcon needed at top and bottom middle of opening for door panel and sidelite. 14" vertical max o/c elsewhere. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for c®rners. Tapcon required 3" each side of center of opening top and Opaque double door (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15225.5 R3 IV/A bottom. Top and bottom centerline of each door Slab get tapcon. Rest of vertical o/c spacing is 14" max, 11/4" without sidelights embedment. 1/4" concrete tapcon anchor. 6" max o/c for e,®rners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (47) Therma firu Smooth Star FL14985.1-R2 N/A bottom, Top and bottom centerline of each door %lab get tapcon. Rest of vertical o/c spacing is 14" maN; 11/4,, with transom 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 comers, 14" max. spacing elsewhere Clopay horizontally and vertically. 11/4" embedment, 16.20 73 W6 FL16107.03 N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Double Garage Door (+29) / (-35) (+46) / (-42) Single Garage door (+30) / (-38) (+38) / (-44) Clopay 8X7 73 W6 FL16707.24 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 plywooaor 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 gauge 1 X" annular ring -shank nails, Underlayment Rhino U10/20 FL17801 spaced 6" o.c. at all laps and three staggered rows Alside fastened 12" o.c. in the field of the roll 2T FL15272.1 Soffit (+75) / (-75) 1/4" x 20 stainless steel with minimum embedment @ 7/8" Hurricane Panels + or - 20 p.s.f. Global Protection 24 GAGE FL15076.2 in poured concrete or 1 1/2" total if stucco should exist, Less than 6' span can be headed screw or all thread but with wing nuts 1/4" x 20 stainless steel with minimum embedment @ 7/8" Hurricane Panels 6' + or - 20 p.s.f. Global Protection 24 GAGE FL15076.2 in poured concrete or 1 1/2" total if stucco should exist, span or more can be headed screw or all thread but with wing nuts Zip System Huber Wall Sheathing 17147-R1 Install per manufacturers recommended requirements. Sheathing .1 N. RONAL.D REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F h v N 0 F 0. U h Q ILA SUSEPiV. a ?rOT: CREEKSIDE EXPRESS LOT #101 P1 OMCT 04321.000 acoaa� 4EHB "2605-HAYDEN" 1:77 $ ownwo- IGHT PRODUCT APPROVALS 160 MPH EXP. C ARCHTECT STATE OF FLORIDA ���Ag aCAIP—M 1/4"=1'-0" 1 0 NOTE: NOTE: NOTE: IF ZIP SHEATHING SYSTEM IS APPROVED BUILDING WRAP IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE SHALL LAPPED A MINIMUM of INSTALLED, PLEASE SEE FLASHI�P�G (COOMPATIBLEEw HOUSE 6 6 s VERTICAL LAPS (ROLL MANUFACTURERS MANUFACTURERS ENDS) 4 6' s HORIZONTAL LAPS. WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. y WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE A I' OR LESS PIPE �'x. ' 6'x6' SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT �' THICK, 3 COAT CEMENT PENETRATION FLASHING (COMPMATERIAL) TIBLE W/ HOUSE � WRAP MATERIAL) OVER 4"x4" FLANGE OF CONTROL JOINTS t / i ` \ PLASTER eel -ADHERING MEMBRANE BE WIRED tlEp TO LATH s g° WRB LAYER M2, FORTIFIBEIR / \ FLASHING OVER APPROVED O.G. MAX (VERT.). NOTE: DO BUILDING PAPER v. _aP EraL ar / i ; HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS \y BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH V LEG MAY BE USED TO TEMP. FANED ATSSUf ORt9 IYERT•) OG. MAX I' ` X X X - — — SECURE CONTROL JOINT L� DURING INSTALLATION WRB LAYER M, 1 CUT AND OVERLAP ONE SIDE OF OF FASTENERS TO BE SPACED STUCCO WRAP METAL LATH FLASHING RING MEMBRANE SELF-ADH—CUT AND ERING MEMBRANEE FLASHING s T O.G. MAX VERTICALLY / > FSTEP 01 STEP 02 FLASHING WOOD SHEATHING �' THICK, COAT CEMENT OR I/2' ZIP SHEATHING / / � SYSTEM INSTALLED PER ! STUCCO WRAP STUCCO WRAP / WRB LAYER M, � G' 3 WRB LAYER M, qq � CASTER MANUF.,SFPE o� rliN PAPER LAP eELow ONLY METAL LATH ili Willi LAYER 02, FORTIFIBER WgRU�B� pL�ANGYEpR R, FORiIFIBER - -- BUILDING PAPER RTIFIBER/ BUILDING PAPER I METAL LATHAPER 1 LAYER M, ; 6'x6' SELF-ADHEFLASHING OVER 4'x4RING MEMBRANE -/" '� / ,' /,-� � � / I STUCCO WRAP SELF -ADHERING MEMBRANE INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED WOOD SHEATHING STRAPS, STAPLES) AS HOUSE WI;i ATH SHALL NOT rN e �,aP MIN. 6^ rc s J SOR YSITEM (INSTALLED PER REQUIRED TO SECURE FLASHING TO EXTEND ONTO PIPE CONTINUOUSTO MIN. / PIPE/ WIRE TO FRAMING HRCCNT CONTROL \ M UF. SPECS•) 4"x4" SELF -ADHERING MEMBRANE INTS BUT SHALL "; ` "' y u'` FLASHING OVER APPROVED HOUSE WRAP. STOPPED AND y LATH FLASHING TO EXTEND ONTO PIPE IED AT EACH SIDE. - PROVIDE 2X4 BLOCKING a= ovER OUG 77 R ASTM C1063 PLACED FLAT MAX. b' TO 8' LaP Im.l.4 FROM CONTROL JOINT WHEN PAPER LAP 4a' CONT. BEAD of SEALANT \ CONTROL JOINT FALLS ON SCALE: I I/2'=I'-m" INSTALL APPROVED b}OUSEWRAP AIR T / STRUCTURAL STUD FASTENERS FOR LATH TO BE NAILS OR TAPLES IN COMPLIANCE W/ ASTM CIm63 I SL•IEARANG 5ARRIE1p OVER WIRE TIES TO BE (NO. 18) 1 WIRE / BLOCKING SHOWN MAY BE IN ADDITION}' \ O WALL STUDS REQUIRED PER PLAN / I ELASTOSH (S COATING OVER SECTION) STUCCO/ I C.Y. FINISH (SEE T1'P WALL 9EGTION) ;_; .. VERTICAL LATH & PAPER DETAIL \ WOOD STUDS SECTION PER FBC R703.6.1 L J Exterior lathingerior and plaste i NOTE; - shall complywith the Id cement plaster SIDE L OR I/R' ZIP SHEATHING SYSTEM t application BPS OF METAL (INSTALLED PER PTANUF. SPECS.) requirements of AST C 926 12A. PLASTER BASES SHALL NOTE: Fl SEs4, D IE BUILDING F ZIP 5I•4EATHING; SYSTEM IS Installation of exterior lathing and framing FRAM( 6' MIN. 1 "M" TYPE CONTROL JOINT THEY SHAL"L� D PAPER LAP INSTALLED, PLEASE SEE shall comply with ASTM C 1063-12A. BETWEEN SUPPORTS MANUFACTURERS WITH m i5-IN 11�I-MM) STUCCO LAP ® LArN wIRE aiNrERYALS Nor 3" LAP a PAPER INSTALLATION PROGEDURE5 MORE THAN 0' (22S-MM). AS PEEP ASTM C063 I. FOLD Ni • PT. A O L FOLD INWARD • PT. A / z. CRE-Aii IFB Pr. /¶ T NOTE: ®FOLD �� r v �O T T �•' 1 FOR REPAIR OF TEARS ® IN WRIBLAYERS, TEARS HORIZONTAL LATH DETAIL MAY Bt PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE . PER MANUF. SPEC, OR FOLD PEEL ! STICK • 45 ® 1/2" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR L FOLD INWARD IN �}) 1• FOLD INWARD • P• A' WOOD 5{-IE ATH INCH PT. A �-,/ 2. GRIE-Al • P . ® WRB LAYER *I, z. 3. CREASE • PT. G STUCCO WRAP 3. GREASE • PT. G 4. FOLD Pr. G OVER Pr. 13 TILL PT, C TOUCHES 150'1 FLMK•rE j . ® �• �" THICK, 3 GOAT CEMENT ® k- PLASTER N 1) L E � I METAL LATH #I LAP WRB E TAPE OVER DRAINAGE FLANE (OR5 0 ©FOLD ROOF/WALL SCREED FLANi WATER TIGHT NOTE: SEAL. FOLD, a4 y IF ZIP SHEATHING SYSTEM IS 511X5" "L" TYPE CONTINUOUS UJIR5 LA"'EIR *2 (FOfRTIFIB R INSTALLED, PLEASE SEE ✓ GALV. METAL FLA54-41NG MANUFACTURERS z (NAIL TO ROOF DECK, NOT 5UILD ING INSTALLATION PROCEDURES PLASTTER3 coax CEMENT WALL SHEATHING) WRB LAYER 02, FORTF15ER r.w 5UILDINGPAPER GAP SHINGLE - DO NOT NAIL, It'%plTAL LATE X X X X WRB LAYER M, INSTALL WITH ROOF CEMENT STUCCO WRAP ES OBDLAP LAYWRAP STUCCO a � �. i 6tf!R2X I A' ABOVE • x x x_�SHINGl.ES :'nFnua ROOF G�MENT _ 1,000D 5�4EAT�INC � xaQo BwaWALLFIASHING p SHINGLE ROOFING OR 1/2" ZIP 5I4r=ATWNG 5`I`5T1=M �Lanl KICK -CUT FLAeI41I?G (INSTALLED P R MA,�Ji IN — — — — — — �i S LF-AIDHES Y FL NOTE: IF ZIP SHEATHING SYSTEM IS NO: ` \ INSTALLED, PLEASE SEE MANUFACTURERS I"IE TAL LATT 4: LATE 4 TO P E 1=1z LP G FELT urivERLArMENr WATER TIGHT SAL (Mi OR INSTALLATION PROCEDURES /J�2 /^ 11 //,� M M SOLDER DD NOT CUT( f R=7 03.i / 7m 5 G I I I N. SHINGLE RDGFING `..D FL,4514` MG AT BOTTOM GF ROOF crIONS A (UTILITY O IR N 01, 11 N A L \ PALL MTE QBE DRIP EDGE: OVERLAP 3' \/ EXTEND V2,MELGW LATLI DOES NOT >„IEET SFEGI ICATIONS &4EATHMCs, MEGHANIGALLY FASCIA WRAP 7 7 ) � ,I� �-y ,r ,� ,I-,I� -� /'y FASTEN 4' O.G. MAX p-{ L A `� 117 II II \ I ( — 5 N.T.5. JL 1 J JL JL JL JL ARCHITECTS 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PM: 407-774'6078 FAX: 407-7744078 www.abftsigngroup.com AA #: 0003325 F h r V -4 0 r h Q F A x >ti gpJllz)ZP. de LrOT: CREEKSIDE EXPRESS LOT #101 043Q.000 'coaaaa 4EHB "2605—HAYDEN" A AOR a,.i RIGHT pAll WALL ASSEMBLY DETAILS 160 MPH EXP. C •'aikej-u!rlill 07 /16 SCAT 1/4""=1"-0"" 1 , NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD BACKER WRB LAYER 01, STUCCO WRAP �DR R VENT WOOD CONSTUCTION INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OFNON-MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE - I BOTTOM, 2. SIDES, 3. TOP VENT CAP 15 TO BE SET IN BED OF SEALANT TOP AND SIDES O SE ANt 15 TO BE TOOL S 5 T DEFLECT W A 4 JOINTS. i-:iG-Z C7 L AROUND �NT Y SEALANT ALL NIT AND INTERSECTIONS PLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON AAR�UDDS, Y4" CAULKING JOINT ALL PER FBC R703.6.1 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT - J" THICK, 3 COAT CEMENT PLASTEF METAL LATH - WR5 LAYER 02, FORTIFIBER BUILDING PAPER - WOOD SH-EATHING ( FRAME) SPEG°i.) WRB LAYER "I, STUCCO WRAP WR5 LAYER *2, FORTIFIBER BUILDING PAPER 6' WIDE STRIP S€LF ADHESIVE FLASOING, CLEAN MASONRY 5EFOIv4=- APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT 7C HORIZONTAL WEEP SCREED W./STONE VENEER (FRAME TO BLOCK) 10100 "1 WORSE] DRAINAGE PLANE (WR5 LAYER *I, STUCCO I.URAP) WR5 LAYER #2 (FORTIFIRER - - - - - SUILDING PAPER) METAL LATI 4 x—X—x—x STUCCO WOOD 5NEAT4NG OR 1/2" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. 5PEC5.) SELF-ADI 4E5IVE FLASHING NOTE: METAL LATH: LATI4 TO SE PER EPBC R103.6.1 / ASTM C-541-09, MIN. 2.5 L55. PER Sa. YARD (UTILITY OR NOMINAL LATL� DOES NOT MEET 5PEGIFICATION5) STJCGO FINISH ro" SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH" I- — — — PIPE THROUGH W� ALL 6 SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER / UNDER "QUICK FLASH" WOOD CONSTRUCTION 1/2" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF, SPECS.) OR WOOD SHEATHING LURK LAVER 01, STUCCO WRAP I'■. I. WR5 LAYER n, FORTIr-15ER 1 BUILDING PAPER THICK, 3 COAT CEI"TENT +: PLASTER TO Ys" MID -WALL WEEP SCREED 6" SELF-ADHESIVE FLASHING WOOD 1=RAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) NOTE: IF ZIP SHEATHING 5Y5TE1" I IS INSTALL-ED, M PLEASE 5EE ANUFACTURERS INSTALLATION PROCEDURES NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTUkER5 INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. I 1u , ELEC. METER VERIFY LOG �lKG 4 I V KGL,l=1 VG STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH-4 COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED LUITI4 RIGID POLYMERIC 15OCYANOTE-PO1-Y5LEND FOAM A r c.-ri ICC1' OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;O 8CRATCI-4 COAT LARGER THAN T44E ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND D 15CONNECT O ELECTRICAL CONDUIT PENETRATION NOTE- IF ZIP 5NEATL41NG 5`r5TEM IS INSTALLED, PLEASE 5EE 1" IANUFACTURER5 INSTALLATION PROCEDURES 1/2" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WR5 LATER "I, stucco WRAP WRB LAYER *2, FORTIFIBER BUILDING PAPER METAL LATH It WOOD 1/8, TEXTURED CONSTRUCTION rFINISH WOOD .' FASTEN TO WOOD STRUCTURAL MEMBER a i' O.C. MAX a' CMU I Ys' TO J5" MID -WALL WEEP SCREED a- �. L4 6" WIDE STRIP SELF ADHESIVE FLASHING, GLEAN MASONRY BEFORE APPLYING TEXTURED FINISH MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING 5Y5TEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WR5 LAYER *1, GUT OPENING IN STUCCO WRAP APPROVER HOUSEWRAP 4A FOR BOX INSTALLATION CUT "X" INTO t WR9 LAYEiP- *I, SELF -ADHERING /X, STUCCO W%AP MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING WOOD SHEATHING OVER Box AND OVER APPROVED WR5 LAYER *I APPROVED HOU5E-WRAP BELoLJ CUT SUCH THA NO MEMBRANE ENTEjQS BOX, APPLY TO FA( EDGE APPLY E-Z BEAT OVER &0 MIN GRADE V FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSEOTIONS &TP #1 APPLY 60 MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP 57P '*3 0•.o..o••00.•o000 X.. 57EP 2 WR5 LAYER *I, STUCCO WRAP ElSELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP ELASTOMERIC COATINGS OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH �T �7 IST E P �(C� ELECTRICAL RECEPTACLE; A R C H I T E C T S WInc. LONGWOOD, FL 32750 - PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F -N W U w 0 F U W A F q Isysa=v: � aoT: CREEKSIDE EXPRESS LOT #101 PR0j=T# 04321.000 360vama 4EHB "2605-HAYDEN" GARACE 191MIN G: RIGHT PAOGM WALL ASSEMBLY LDETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA D� . 1 !)=110,> EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WEATHER RESISTIVE STUCCO LAYER 01, BARRIER I STUCCO WRAP SUB -FLOOR DECKING �� �' �' 3" X 3' 26 GA. GALV. ! WEATHER RESISTIVE WRB LAYER "2, FORtIFIBER FINISH LAYER (2 LAYER METAL DRIP EDGE WOOD BUILDING: PAPER PRE-ENG'D TRUSS BARRIER "2 CONSTRUCTION PEEL < STICK) ,____ SET IN FULL BED Or- _ 9/a' HAT CHANNEL THICK, 3 GOAT CEMENT WEATHER RESISTIVE 6" PEEL < — SEALANT,Y�" MIN. /� 6 SAF. W/s/e" TYPE 'X' DRYWALL PLASTER BARRIER "1 SPACE FROM DRIP (oils AF +� WEEP SCREED WEATHER RESISTIYE STICK mDRIP % PEEL < STICK TO S IND WEEP SCREED EDGE TOVFAGS t0 tREX '/ I J(s°x3° 'L' FLASHING BARRIER 12 4" O ITI N' THICK, 3 GOAT CEMENT V RIEDECK FULLY EMBEDDED IN ROOF CEMENT 40 WOOD SHEATHING , PLASTER . I � X 3 26 GA GALV WRB LAYER "I, / METAL LATH Ya" GAP FOR BACKER �� METAL DRIP EDGE STUCCO WRAP \ \ ` WOOD SHEATHING I VXI 3/4' P.T. OR SIMULATED I ROD 4 SEALANT SET IN FULL BED OF _ Ya GAP FOR BACKER SEALANT, Y" MIN. i WOOD (tREX) FILLER, ROD t SEALANT SPACE FROM DRIP " THICK, 3 COAT CEMENT / \ CONTINUOUS VINYL CASING BEAD / FACE TO tREX WEATHER RESISTIVE PLASTER _ r 6" SELF-ADHEREING WATER PROOFING ]at \\ — WEATHER RESISTIVE VINYL CASING: BEAD �` � BARRIER 01 AM66-WFWC-160 CUSTOM ASING ,' �� FLASHING WRAPPED LAYER (2 LAYER PEEL t BARRIER 01 EXTERIOR GRADE X'WEATHER i; DRY WALL STICK) WRAPPED FROM L_._ —WEATHER RESISTIVE WATER PROOFING: 15t i BARRIER RESISTIVE +TOP OF WEEP SCREED ( �• j 02 ;; ' ; ��� TO SHEATHING BELOW BALCONY DECK to BARRIER "2 -' .corrorEwswu�a LAYER l2 LAYER PEEL _----- EX R COLUMN WRB LAYER "I, ITI IN " THICK, 3 COAT CEMEN CANTILEVER d1°WR'•�T 4 STICK) a•"�"wr°r n UM HEAtuINCs x: STUCCO WRAP PLASTER 6' PEEL t STICK +� DECK MEMBRANE 1 VINYL CORNER HEAD DRIP EDGE TO DECK / EXTEND RIP `� S \PEEL < STICK =N WRB LAYER 02, FORTIFI$ER NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR 1 ED a"x3' "L" FLASHING ',= ",./ i l BUILDING PAPER (SHOWN FOR CLARIFICATION OF ®® FULLY EMBEDDED IN --- --- - SEPARATE ACCESSORIES ONLY)H 11 11/1", 1 , '/ M 3 26 I A. DGEV B t ROOF CEMENT SE N F L BED OF 1 OOR bt HEREING �' ®LGD�IERDOF GANDLEVER WOOD ItREX�FRSIMUiLLER ATED EACEoROM DRIP ...................... .T. OR SIMULATED METAL DRIP EDGE LV. WRB LAYER "I, SEt IN FULL BED OF STUCCO WRAP _ / CONTINUOUS a ACE SEALANT, V MIN. 4 POSITIVE DRAIN VINY GASfNG BEAD REX) FILLER, AMIGO AM66-WFWC- T80 `.� WEEP `SCREED Ya" GAP FOR BACKER US SPACE FROM DRIP 1 /2 , CUSTOM CASING BEAD `.� ROD < SEAL t WATER PROOFING let OR SEALANT VINYL CASING BEAD /FACE t0 tREX FINISH LA l2 LAYER LAYER (2 LAYER PEEL 4 CKER ROD. �`--_ PEEL S G STICK) WRAPPED FROM WATER PROOFING let NO GAP IN FIELD 1 O CANT 1 ]C�E V]E R D 3/4 TENT BALCONY DECK TO D 90 LAYER (2 LAYER PEEL 4 CH NEL CANTILEVER RESILIENT STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE: VI Y ASI BEA 8" THICK, 3 COAT CEMENT NNEL BALCONY DECK t0 SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM IS E D � � PLa5fiER VINYL CASINGBEAD CANTILEVER CASING BEAD INSTALL�D, PLEASE SEE METaI- LATH MANUF4CaTURERS g' THICK, 3 GOAT CEMENT 10 A DTL. ® CANT. INSTALLATION PROCEDURES ��i �I �� FINISH D y, BARI�RRESISTIVE PLASTER 5/8' PE "X" DRYWALL WOOD SHEATHING SCALE: I I/2'=1'-0" w/TEXtURED < PAINTED 5/8" TYPE "X" DRYWALL METAL LATH _ WEAtk4ER RESISTIVE /TEXTURED 4 PAINTED BAR IER "2 FINISH WOOD SHEATHING P THICK, 3 GOAT CEMENT 4" PO ITI RAIN ---4' POSITIVE DRAIN PLASTER PLASTTEK 3 GOAT CEMENT DRAINAGE PL>�NE CUJRB WEEP SCREED WEEP :CREED VINYL CORNER BEAD GAP IN FIELD NOT tI tI y- L,4"`rER #], STUGGO LURAP) VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD !SHOWN FOR CLARIFICATION OF 1�E AL LATH: LATH H I O 5E FF- IR F:5G (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY RT�3.�o.1 / ,4ST1"I G=84T =�9 r-11N. 23 L55, I.URB LA�rER 02 (FORTIFIBER — — — — — SEPARATE ACCESSORIES ONLY) F' R SQ. �' RD CUTfLITY ORNO1yIIN L 5UILDINGz PAPER) BALCONY DRIP BALCONY DRIP LATH D05 NOT 1„IEET �,P�IFIG>4TIONS) MET�L L,4T�4 x x x x 11A EDGE INSTALLATION 11C EDGE INSTALLATION � COLUMN (W/" L" FLASHING Sol NTS NOTE: EJ CONSTRUCTION STUGGO WOOD SHEATHING O IF ZIP SHEAt ZIPSHEATHING SYSTEM IS ING SY E IS INSTALLED, PLEASE E INSTALLED, PLEASE SEE MANUFACTURERS BATHER RESISTIVE 2x FRAMING MEl"fBER L iB LAYER 01, MANUFACTURERS INSTALLATIONPROGE RES B[$RRIER M I.000D SIATIINC STUCCO WRAP X= INSTALLATION PROCEDURES 3/4 RESILIEN WEATHER RE51StIVE �; HAT CHANNEL 5ARRIER 02 �— g THICK, 3 COAT CEMENT _ WOOD SHEATHING SI=��=4DISIY;ci�AS;=rINC PLASTER WRB LAYER °2, FORTIFIBER VINY AGINGBEAD / ! f PL METAL LATH � 2 1/2" CORNER CASTE ED EODSNEATNINCx � I WRB LAYER 01, ME l 5TUCCO wRAP � HICK, 3 COAT CEMENT BUILDI G P 1 /S" PE ' DRYWALL /TE URED 4 PAINTED SOD SHEATHING T ° O.C. MAX. METAL LATH I 1 pq _A' YIP &eArWIWo V 57EM CNeToN I2 IEAPER �.� �: " THICK, 3 GOAT CEMENT I, \ THICK, 3 coat CEMENT IURB LATER2, FORTIFIBER �/ PLASTER BUILDING PAPER PLASTER 'WRB LATER #1, I � 6SFLF-ADHERING METAL, LATH VINYL GORf`lER BEAD POSITIVE DRAIN / x S WEVP SCREED TUCCO WRAP FLASHING % " RVIa � THICK, 3 COAT CEMENT �> x' WOOD SHEATHING ='� rExPLODED VINYL CASING BEAD NO GAP IN FIELD <� ' VIEW FOR PLASTER (SHOWDRIP GAP N FOR CLARIFICATION OF i '1 { CLARITY) SEPARATE ACCESSORIES ONLY) .I �� - � METAL_ LATH , . 11D DRIP EDGE Lill LAYERz, FORTIFIE3ER INSTALLATION BUILDING PAPER wlNDow FLANGE -- =`_• URB�LAYER 01, � NOTE: BEAD IF ZIP SHE HIND S S EM Is WOOD CONSTRUCITON CORNER BEAD '0�2w' E R AM E STUCC WRAP INSTALLED, PLEASS E MANUFActu Rs 2 1/2 " 1 INSTALLATION PROCEDURES WEATHER RESIStfvE WRB LAYER "2, FORTIFIBER BARMIER"I CORNER BEAD BUILDING: PAPER WEATHER RESISTIVE (FASTENER 4 SPACING Tt O.G.) BARRIER "2 `\ ( - • � � I i METAL LATH VINYL CASING BEAD' THICK, 3 COAT CEMENT `� ` THICK 3 COAT CEMENT 1 ; PLASTER 5/8' TYPE "X' DRYWALL ALL METAL LATH PLASTER tURED 4 PAIN FINISHzIP'uisrstEM '\ 6"SELF-ADHIERING ' . 1 J r s AVUF.5PECS.) FLASHING , r ' ' THICK, 3 COAT CEMENT /� GMU PLASTER VINYL CORNER BEAD VINYL CORP. 4" 5/e" THICK, 3 COAT CEMENT DRIP CAP PosITIVE DRAIN PLASTER APPLIED J� �/ w :CREED DIRECTLY TO MASONRY WIN OLU FL ANGE D VINYL CASING BEAD NO GAP IN FIELD (SHOU.N FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD C BLOCK 15B CASING BEAD @ WINDOW 11EDRIP EDGE INSTALLATION ( FRAME, NO BAND) A R C H I T E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 vmwabdesigngroap.cam AA #: 0003325 w r rn w 0 F w A F A ti asVH ZV. ae ?AT: CREEKSIDE EXPRESS LOT #101 04321.000 MOaEMIC 4EHB "2605-HAYDEN" RIGHT PAcO�� WALL ASSEMBLY DETAILS 160 MPH EXPC 12/07/16 1/4"=1'-0 A R C H I T E C T S ---------------------------_ IF ZIP SHEATHING SYSTEM 15 y4 UHF TY- " THIC OAT CEMENT �" THICK, 3 COAT GEMENT WOOD SHEATHING INSTALLED, PLEASE SEE ,C,ASIu� SE4n ; IOLA R PLASTER MANUFACTURERS TC TF-irl L T SEALAN7 1/ T INSTALLATION PROCEDURES IX TRIM MEMBER i METAL LA STUCCO TO STUCCORYWRAP i I x 51DING TRANSITION LAYER 02, �oRT11 1BER WOOD SL4EATl41NCz UILDINCs PAPER e SIDING 7 WOOD SHEATHING, WR8 LAYER "2, FORTIFIBER � 7 BUILDING PAPER WRB LATER #I r�.n�,,,,.,�w, . , ...w .,..�,°.,F, WINDOW FRAME ' I STUCCO WRAP --------- ------ --- - ............... WRB LAYER *2, FORTIFIBER METAL LATH BUILDING PAPER xi x WRB LAYER *2, 4=ORTIEIBER s E wRB LAYER �I, THICK, 3 COAT CEMENT ;, , '� ; STUCCO WRAP \ E-Z BEAD VINYL CASIN PLASTER i BUILD INS PAPER �I W/3/8" FLEXIBLE PVC BACKER ROD) ' i — CASING BEAD...........,,,,, 6"SELF-ADHERING - _ jA METAL LATH FLASI I ING i 6" SELF-ADHIEREING VINYAL ANGLED /� (EXPLODED 7L4ICK, 3 GOAT GEMENT FLASHING OR PEEL 4 STICK CASING BEAD ,�I VIEW FOR PLASTER SIDING TOSTUCCO WRB LAYER *1, STUCCO WRAP, i CLARITY) \ WRAPPED AROUND FRAIMING ' MEMBER CASING BEAD 6 SELF ADHESIVE FLASHING DRIP GAP _�. (CROSS SECTION) I WOOD SHEATHING I WINDOW FLANGE WRB LAYER *1, _ -'' � r 2X FRAMING STUCCO WRAP WOOD CONSTRUCTION MEM4�ER DETAIL BELOW EXPLODED i VINY'AL ANGxLED BEYOND ` \ SAD �� `` L—A FOR CLARITY �GASINGx B °-• ,• � � WOOD SHEATHING- wEAtHER REslstlyE WRB LAYEI;;� "2, FORTIFIBER BARRIER 01 I ' weatHER RESIsrIY ' '---------- ---- ---- ------------------- ---� -- ---- ---- ---- ---- -- --- BUILD�NG P.QPER ; ` BARRIER 02 METAL\\ .�J W/6' im AL AP SIRING / \ 6" SELP-ADHERING LAT1 --- --- ----- -- - ----- ---- ----- ----- --------------------- PLASHING a '" THICK 3 GOAT CEMENT j 6' SELF -ADHERING I L g " THICK, 3 OAT CEMENT , FLASHING WEATHER RESISTIVE ; ' �� TY%� PLASTER PLASTER �' I \ BARRIERM GAeIN� �E.�G `\ STARTER STRIP— / WEATHER RESISTIVE ; SEALANT TO LINpOUJ METAL LATH 6 "SELF-AHERING \\ ;.� �1 \ BARKER n FLASHING r / DO NOT CAULK I �� y 6" SELP-ADHERING 1 ` ,� j SEAL OPENING / PLASHING ®r-) 2AL'D MEETTAL � rAL ! ADO NOT GALLLK RWINDOW FSIMULATEr� { SEAL OPENINGD IM MEMBEWINDOW Fl-ANGER `TH ING CASING ]BEAD 0 WINDOW - / I Ya' X 6' SIMULATED I / ( WOOD TBE RIM MEMR (F R A M E W/ vRA D SEAL GAP W/CAULKINCs �' / R APPROVED SEALANT 15C stucco caslNG BIDING TO STUCCO MAD WR8 LAYER *I, STUCCO WRAP @N� BLOCK TO FRAME NOTE: TRANSITION WOOD SHEATHING IF ZIP SHEATHING IS 1 t� 6 ° WIDE PEEL 4 STICK I INSTALLED, PLEASE SEE MANUFACTURERS I \ OVER FLANGE i INSTALLATION PROCEDURES WINDOW FLANGE METAL LATI-4 NOTE: E-Z BEAD VINYL CASING � METAL LATH: LATH TO BE PER FBC I 2X FRAMING \, CUJ/3/a' FLEXILE PVC BACKER ROD) I R703.6.1 / AS7T I C-847-09, MIN. 2.5 L55. MEMBER / ' I.000D 5I4EATI41NG PER 60. YARD (UTILITY OR NOMINAL +APPLY FULL BED o SEALANT BETWEEN WRB LAVER *I, 57U000 WRAP LATH DOES NOT MEET SPECIFIGATIONS) BUILDING \� —" FLANGE 4 BUILDING WRAP ' WRB LAYER #2, PORTIEIBER .-� ' -� 1 BUILDING PAPER j WOODGONST�uGTION IIIIII / \ -----------RAP -------------------------------------------- ,. r ; WR ��R #�i BEYOND FLASHING ----------------------- 6' SE41NG EKING �G+ II /� WOOD SHEATHING THICK, JTU'CCO UJR�j= WEATHER RESISTIVE ; i " 3 GOAT CEMENT - BARRIER »I / \ WEATHER TO LAP �/ /� WINDOW 7 PLASTER I i WEATHER R=SISTIvE \ 6' MI ABOVE TOP E/ A E J\ D �J S/ I N D O W CASING ' p BARRIEYR�� , / j/ ` Z LASHING LJ JJJL�Ui JIIIILIId L 1 JJ�LV/J 7v v �L JL�I JLl X I X UJRB LA� R #2, FOfRTIF1f5f= W/6REt I VEALPStDING /� I16A ' BI�fJ�DfNC PPR `ry BARRER�SISTIVE I � I 6' SELP-ADHERING - -q z VINYL ANGLED SLASHING = WEATHER RESISTIVE/ BARKER 02 CA51NG BEAD i �E It A L TSTARTER STRIP \� i GALV'D METAL VINYL CASING BEAD q\.I " DO NOT CAULK OR I \, I Z PLASHING — REAL OPENING DO NOT CAULK OR TI4ICK 3 COAT CE1"sE ENT \ ' CEXPLODED 8I ' METAL UEAI �— — ALOPENG NI VIEW FOR pl�/� � R GALYD tHER RESISTIVE LEGEND Z' FLASHING: BARRIER "I TO LAP 6" MIN. ABOVE TOP CLARITY) II YUJOOD�RM MEM E R OF 'T" FLASHING x -Z V Y r� IY1 X 6' SIMULATED DRAINAGE PLANE CWRB E �E w (w/%, FLEXIBLE I :\ / ! WOOD TRIM MEMBER LAYER #I, STUCCO WRAP) BACKER ROD) \ / SELF -ADHERING 6' SELP-ADHERING I FLASHING PLASHING \ I WRB LAYER *2 (FORTIF18ER — — — — C TENT FL COAT \� ORAAGAP WC4k4l-KING PPROVED SEALANT BUILDING PAPER) CEMENT PLASTER ��,• WEATHER fa'ESIstIVE BAARRIERR RESISTIVE METAL LATH BARRIER »I X—X—X—X CASING� E1 AD 0D RAISE WEATHER RESISTIVE (E-ZW/ BEAD VINYL CASING BARRIER •2 BACKER R=) PVC STUCCO � ' �y BAND (F]JLF-%)AME) SIDING TO STUCCO BARIERREsISTI"E f C FRAME TO FRAME BARRIER 02 WOOD S�4EAT�4ING SCALE: 1 1/2"=1'-@" TRANSITION OR In' TIP f=r=R HNG SYSTEM 19 (INSTALLED PER MAtJUF. SPECS,) — — — 5ELF-ADHESIVE FI-Ae44 NG Den rous Inc. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 rq 4 RF K cq cq A F a x 8=3ZZI . ae CREEKSIDE EXPRESS LOT #101 pmam" 04321.000 MODAMA 4EHB "2605-HAYDEN" APACE BWCf: RIGHT PAGM WALL ASSEMBLY DETAILS 160 MPH EXP, C ARCHITECT: STATE OF FLORDA 12 /07 /16 1 MC:IA$ 1/4 1.-0" 1 A R s M I T E c T s CUT HOU5EM AT 45' ANGLE MODIFIED 11, CUT IN HOUSEWRAP LINE OF L OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 INSTALL 6' SELF-ADHE FLASHING C NAILING FL• JAMBS EXTEND FL I' BELOW S FLEXIBLEi DO NOT SE FIN TEMPORARILY FOLD -UP i SEC HOUSEWRAP(0 TUCK FLAP UNG at HEAD FOLD HOUSEW IN AT JAMBS 4 SLOPE SILL F 46TALL 6' ELF-ADHE LASHING C eINYL HEAI LASHING l )AMS) NAZI LANGE :XTEND iELF-ADHE LASHING I 5EYOND J, LASHING NSTALL vll :AP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TF FLASHING AT THE kpPLY 34' NOM.— :ONTINUOUS BEAD P SEALANT AT AMSS AND HEAD of IPPLY TO SACK OF IINDOW NAILING LANGE IN LINE W/ "w-PUNCHED TOLES OR SLOTS. STEP 4 FOLD HOUSEUIRAP DOWN t TAPE DIAL-ONAL CUT < ACROSS HEAD OF WINDOW STEP 8 INSTALL 6' WIPE ADHESIVE SACKED FLEXIBLE FLASH41N MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL or EQUIv) WINDOW FLASHING INSTALLATION DETAILS FULL W IL\IAPJ-- 5CALE: NT5 1� O T IF Z f e�4ATE f N e%$r57Ervl 15 f N STAL L / INSTALL PLUMS, I AND Sa rlANUFAC WRITTEN INSTRUCT Y WE NG 71NT NOTE: I. IT IS THE CONTACTORS RESPONSIHILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATI51-E. _ ,NOTE• CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION Or - EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT Ulyinc. 1441 N. KUNALU KGAUiAN L5LVU. LONGWOOD, FL 3275fl PM: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W Q v W 0 F 0. U A q BLTSDlV. A LOT: CREEKSIDE EXPRESS LOT #101 PROJRCT# 04321.000 4EHB "2605-HAYDEN" QARAoa OVUM:RIGHT PAO& WALL ASSEMBLY DETAILS: U INDOW FLASHING 160 MPH EXP. C ornizKojam•_ Mp`( 11 IV eZ%- 7 12/07/16 RCAtM 1/4"=1'-0" 1 I I E II II \ 2xro 5U8-5ANb W/1 "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE -1/5" TEXTURED FINISH 9 WOOD S/s" TEXTURED FINISH a G1"IU METAL FASCIA WRAPP Yell FROM STUCCO, 1" FRO \ - r WOOD WALL \\ EXTERIOR WALL (FRAI"IE OR Ct IU \ \ \ NOTE: NOTCH FOR 2X& \\ 5U5 BAND ONLY \ \ \ \ \ \ \ )ELEVATION M I\ I\ I\ Ii I \ I \ I \ \ \i ) \\ METAL FASCIA WRAP 2X6 SUB BAND \ \ \ ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I" OFF WALL (NOT INTO STUCCO) 3-GOAT PLASTER 2x6 SUB -BAND W/1"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/5" TEXTURED FINISH m WOOD METAL LATH WOOD SHEATHING, WRB LAYER 01, STUCCO WRAP WR5 LAYER 02, FORTIF15ER 5UILDING PAPER ROOFINGS CEMENT DRIP EDCxE METAL KICK OUT NOTE: IF ZIP 5HEATHINC PLEASE SEE MA i=ROGEDURE5 PRE-ENG'D TRUSS 1-0 BE CUT 's WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRUSS W/12d NAILS (o"-8" O.C. MAX. 2x SUB -BAND WIV22"x4" NOTCH -8 END METAL FASCIA WRAF' DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL SUB BAND DETAIL @ WALL W./KICK—OUT- FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) "ITAL FLASHING, WRAPPED " I IN. Y4" A50vE 50TTOM OF DRIP EDGE 2x SUB -BAND W/12"x4" NOTCH s END, WRAPfbED IN PEEL 4 STICx ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" A50VE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY"x4" NOTCH 0 END, WRAPPED IN PEEL A 5TICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A R C M I T E C T S Desn Grout 1 Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774AO78 www.abdesigngrow p.com AA #: 0003325 F C�nlAR w 9 0. a F A ®VSDiV. Ae irOT: CREEKSIDE EXPRESS LOT #101 PROJMT# 04321.000 bwDse. 4EHB "2605-HAYDEN" aARAOs tea: RIGHT PA03k WALL ASSEMBLY DETAILS: LSUB —BAND S 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA Mpy 11 12 /D•7 /16 8CA&& 1/4"=1'-0" ji t No �s R L (ALTERNATElam LOCATION) 4 HAYDEN EQUIPMENT SCHEDULE 4TON MFG CARRIER C.U. 25HBC548A A.H.U. FV4CNB006 HEAT 5 KW SEER 15.5 SEER TOTAL CAP 47000 ELECTRIC 208/230/1PH BRKR C.U. 40 A.H.0 35 REF LINES 7/8" & 3/8" SUBDIV. 8e LOT: PROJECT# MODEL: 4EHB "2605-HAYDEN" GARAGE SVnNG: RIGHT PAGE: FIRST FLOOR HVAC LAYOUT PLAN PRINT DATE: 09 07 16 SCALE: 1/4"=1`-0" SHEET doi ■ BDR--M. #4 '75r-+=V ' kk 1 Y �8 BAD 4 FF 4 UPSTAIRS LIVING �aa c�M Iaz� 75CFr" I7 BDRM. #3 --�.- Ir oo y , f I ! I E -Lc -I- I I I I I �4fir�(v (hX$ OWNER'S SUITE LAYOUT HAYDEN EQUIPMENT SCHEDULE 4TON MFG CARRIER C.U. 25HBCS48A A.H.U. FV4CNB006 HEAT 5 KW SEER 15.5 SEER TOTAL CAP 47000 ELECTRIC 208/230/1PH BRKR C.U. 40 A.H.0 35 REF LINES 7/8" & 3/8" Lm PLAN I— k_t TI T Imo' 1-7 T—I V�A_1 ------ W.IX-- f ----- ys I 5 �CD 7 �1 loX� I I ® I I I I oa I I I I a I i OPT. OWNER'S BATH BED--- [ao CFM [a® «OPT. BE /9# OOM 6 BDRM. �5 ' l® 1 IlygcfM qtxq . - I SX4 a BDR—M. #Tl i f OPT. BEDROOM 5 W/ BATH rI SveDIV. 8e LOT: PROJECT# MODEL: 4EHB "2605-HAYDEN" 3rARAGE SW:ENG: RIGHT PAGE: SECOND FLOOR H VAC LAYOUT PLAN DAATTE: 09/07/16 SCALE: 1/4"=1'— 0" SHEET