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Home My WebLink AboutApproved Plans2807- 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 •� STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS CERTIFIED BUILDING CONTRACTOR: • FLORIDA BUILDING CODE, RESIDENTIAL, ABV. ABOVE LAV. LAVATORY 5TH EDITION (2014) A/C AIR CONDITIONING LUM. LUMINOUS • ALL LOCAL AND STATE CODES ADJ. ALT, ADJUSTABLE ALTERNATE M.C. M. MEDICINE CABINET MANUFACTURER D.R. HORTON HOMES BOARD E •OCCUPANCY —RESIDENTIAL, GROUP R3 BADD. MM. MOUNTED 1430 CULVER DRIVE NE •CONSTRUCTION TYPE - VB CL CENTER LINE MTL. METAL CAB. CABINET N.T.S. NOT TO SCALE PALM BAY FL 32907 •MIN. INTERIOR FINISH - CLASS B CLG. CEIIING O.C. ON CENTER • BASIC WIND SPEED — Vult=160 MPH CLR. CLUB PL PROPERTY LINE TEL: (3 21) 7 3 3 — 7 0 9 2 Vasd=124 MPH CPT, CONCRETE P.H. PUSH BUTTON CPT. CARPET PH. PHONE FAX: (3 21) 7 3 3 — 7 9 7 2 • EXPOSURE _ C C.T. CERAMIC THE PLT. PLATE • 1-STORY RESIDENCE D. DRYER PLYWD. PLYWOOD • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES DBL D.G. DIA. DOUBLE DUAL GLAZED DIAMETER P P.T.T . R. PAIR PRESSURE TREATED RISER DIM. DIMENSION RAD. RADIUS • STATE OF FLORIDA DISK DP. DISPOSAL DEEP R.A.G. REF. RETURN AIR GRILL REFRIGERATOR PROFESSIONAL ARCHITECT: DR. DOWNSPOUT RM. ROOM ROUGH OPENING JAMES J. CANTWELL DTL D.W. DETAIL DISHWASHER S.D.. SSINGLEKE DHOGOR AR N O . 12079 EA. ELEV.A. EACH ELEVATION sm. SHTHG. SHEET SHEATHING SQ.FT. CALL. S EQ. EQUAL SHWR. SHOWER >�. EXHAUST SUM• IMILAR SLIDING A.B. DESIGN GROUP, INC. EXT. EXTERIOR SL. SLIDING F.G./FX • FUEL GLASS SL GL. SLIDING GLASS 1441 NORTH RONALD REAGAN BLVD. F.G. FUEL GAS SM. STANDARD FINLONGWOOD, SWS � FLORIDA 32750 IST FLR LIVINGS 1330 SQ. FT. FIR. FLOOR SECTON Tel: (407) 774-6078 2ND FLR LIVINGS 1493 5Q. I=T. FLUOR, FR. DR. FLUORESCENT FRENCH DOOR SC TEMP. SOLID CORE TEMPERED GLASS Fax: (407) 774-4078 TOTAL LIVINGS 2823 50. FT. FTG. GA. FOOTING GAUGE THK. T.O.C. THICK TOP OF CURB GARAGE 454 5Q F7 GAR. GARAGE T.O.P. TOP OF PLATE LANAI 80 SQ. FT. GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB PORCH TOTAL 99 SQ. FT. 3456 5Q. FT. G.F.I. GL• GYP. BD. K.B. H.C. GROUND -FAULT CIRCUIT GLLAASS UPTER GYPSUM BOARD HOSE BIB HOLLOW CORE TYP• U.N.O. V.P. W. W/ TYPICAL THERWISE D VAPOR PROOF WASHER WITH PLAN REVIEW DATE CHECKED BY: 06/04/15 J.M. - 150-B Q.C. R.L. HDR. HEADER WD. WOOD HGT, OR HT INSUL. HEIGHT INSULATION WDW. W/H WINDOW WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A-DOWEL PLAN PG 1B-LINTEL SCHEDULE PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4D-FRONT & REAR ELEVATIONS PG 5D-LEFT & RIGHT ELEVATIONS PG 4D.1-WALL ASSEMBLY PG 5D.1-WALL ASSEMBLY PG 6-FLOOR FRAMING PLAN Ie2fi1 IR 0, o`r PG 7D—ROOF FRAMING PLAN PG 8— FIRST FLOOR ELECTRICAL PLAN PG 9— SECOND FLOOR ELECTRICAL PLAN CONCEALED FASTENERS OR ATTACHMi PG Dl-FOUNDATION DETAILS/SECTIONS ARE THE RESPONSIBILITY OF THE PG D2-MISC. DETAILS CONTRACTOR OF WORD PG D3-1-STORY WALL SECTIONS & NOTES PG D4-2-STORY WALL SECTIONS PG D5-PRODUCT APPROVAL PG WAl -WALL ASSEMBLY DETAILS THESE PLANS AND ALL PROPOSED WORK REQUIRERE TO ANY NS PG WA2-WALL ASSEMBLY DETAILS BY INSPECTOCORRECTIRS THAT REQUIRED BY FIELD INSPECTORS THAT PG WA3-WALL ASSEMBLY DETAILS MAY L A IN DRDGR TO ITH ALL APPLICAILE BODE@; COMPLY WITH PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS A R C H IT EC T S Desi. n roi Inc. 1 N. RONALD REAGAN BkVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h W v W 0 F Q Chi W A F A F: aysanr. aI: sos: CREEKSIDE EXPRESS LOT #102 IF o =T o00 MODEM& 4EJB "2807— ELLE" GAI AG& BWU40: RIGHT PAGI M COVER PAGE 160 MPH EXP. C MELBOURNE ARCHITECT - STATE OF FLORIDA ALL MANUPACTUPIES lA! W F1413 U FACTORS AND S14 COMEWITH FBC ENERGYCODE REMAIN ON All DOORS AND WINDOWS P�1 UNTIL INSPECTIONS ARE APPROVED 1 D S T, LL C1E C00 EoiJII DING DIVLSION REVIEWED FOR NCE REVIE! DATE R NNO INSPECTION WILL BE MADE.ON 70B D `" : 11/21/16 1 a 1/4"=1'-0" C1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 ** I. `MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) IL CONCRETE TILES 25 (TCDL 15 & BCDL 10) �,TiI� Id0L1IZaVII8V I. BASIC WIND SPEED 11. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 ±0.18 11 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING, THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7, DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 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 PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -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 1/2-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 PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/" 4. PROVIDE 61/o AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb = 1,100 PSI Fv =175 PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 6/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 8. CONTRACTOR/OWNER 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 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATION PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD CONSTRUCTION. 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. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. THE ANSI/ PI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONSSHALL BE LIMITED TO L/240. VARY BUT IT SHALL NOT BE LESS THAN '/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR FOR MORTAR JOINT THICKNESS TOLERANCES. PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA 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. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTIONR302.12. OF THE FBCR 5TH EDITION (2014). 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE PLUMBING HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. REINFORCING STEEL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 3. 4. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 1. REINFORCED CONCRETE STRUCTURES, ACI 315, THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P30052 OF THE FBCR 5TH EDITION (2014). 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. EDITION (2014). THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EXTERIOR WALL COVERINGS 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS 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, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3" ASTM-C1063-12a. B. CONCRETE EXPOSED TO EARTH OR WEATHER: 3. LATH & ACCESORIES PER ASTM-C-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/" 'U 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 PERASTM-C1063-11AAND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) 1. UNDER STAIR PROTECTION: ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE B. NATIONAL FOREST PRODUCTS ASSOCIATION: ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER EXTERIOR CEILINGS D. TRUSS PLATE INSTITUTE: 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . AR 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-f3078 FAX: 407-774-0978 www.abdeshftroup.com AA #: 0003325 w w4 0 w A F O d BLTBDIY. de LO'I's CREEKSIDE EXPRESS LOT #102 po 21.000 WoDmie 4EJB "2807-ELLE" A %A M 811IIRie RIGHT PAGO GENERAL NOTES 160 MPH EXP. C ml 0 j j ; ti-/21/16 sc 1/4$$=1'-O" O ro - 10'-0" 24" X24'x12' CONC. PAD W/3-"5 BARS E.W. ON CHAIRS MIN. 3' COVER (2 TYP.) F— -- -1 4 J4. DI iA � ��O L I� SLABI OLu 4 �0 I DI �31/2' 3, t4 0 -211 ■ ■ NJ I =0 ■ F— I m I N I 15'-10" ■ I _I �I,I 4� IZ 4 • L✓ m LL J '°1 77- 9�'-_ J� e �r -1(D" OPT. I ; L REFS I" PVC CHASE FOR ELEC. TO • ISLAND I N I N - EXTEND END OF PVC: CHASE UP 12" ABOVE COND. CONC. PAD II 4"PVC --- CHA5E �1 4" GONG, REINF� / r6"x6" WI.4XWI.4 01 ON 6 )IL POLY- ETHYLENE VAPOR TARDER ON WELL-COMPAC D CLEAN FILL TER1'11TE TREATh11kNt SHALL BE BORA-CAME I I - �� 24'X24"X12" CON6.1 PAD W/3-95 5AR,41 0 E.W. ON CHAIRSI I TMIN. 3" COVERII rJY'Y�J �\FED I '� SINK (:1 �I 1 1 11 1 2B D1 11 Tr II 20'-2" II o STUB UP 11 TO 2ND LAV. LAV. — FILh2 �eyJ I��v 2B I EXTEND51/2° I DI I PI SLAB 1 1/2' J� I- N 4' PvC CHASE 20'-01, li 1 BOLLARD AS REQ. PER 0 -(D ELEY. - � BLDCx. CODE FfN. GONG SLAB 65 1)24'X24"Xl2" CONC. DI EWON/CHAIRSRS EXTEND MIN. 3" COVER • • ■ • SLAB 1 1/2" 4' CONC. SLAB � DI i DI tYP. DI ELEV. TYP. p FIN. CONC. 5LA5 I i ■ \ I 20'-2" CONC. 4"3 3 1/2 L — SLAB DI ■ ■ 4 SLOPE 1/6' r 7L- PER 1 00t 4 12'-4" 24"X24"X12' GONG. PAD W/3-"5 BARS E.W. ON CHAIRS MIN. 3" COVER (3 TYPJ 24"X24"XI2" — 8 CONC. PAD W/l BARS DI = r E.L11. ON CHAIRS MIN. 3" COVER _ n --t 1/2' O L ■ ■ Il 16'-O" 2'-4" 20'-0" NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5T4 EDITION (2014) I1 2" VTR I1/2„ � 1 1/2"�1 ' 2 1 1 1/2' r � I 3 1 1/2" I13LAV LAV I�� I I 12' KITCHEN SINK W/ WC AUTO VE 0 TO PLUM]BING DIAGRAM 2" l 2 I WA51-1ER I 2 3 RISER SLAB 1 SECURE STRAP TO UNIT W/ (2) #5xl 1/4 SHT MTL SCREWS SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONC. W/ (2)-3/I611XV TAP -CONS A/C CONNECTION TO ]PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD 6 12" FROM STRUCTURE I R C W I T E C T S uesi n Groul 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W w U 0 F 4 U w a F I Li SLTHDm Ae 141 CREEKSIDE EXPRESS LOT #102 04321.000 moat 4EJB "2807-ELLE" GAMAG& owngG.. RIGHT PAOM FOUNDATION PLAN 160 MPH EXP. C MELBOURNE ARCHITECT STATE OF FLORIDA mm DAT� 11/21/16 8CA M 1/4"=1'-0" DOWEL LEGEND ■ -CONT. VERTICAL DOWEL TO LINTEL COUR6E a A R C K IT EC T S i Design p 1 oU lnc. LONGdVOOD,FL32750 PH: 407-774.6078 FAX: 407-774-4078 www. a b d es i gn grow p. co m AA #: 0003325 F W h V W 0 F 0. U h W A Cwv Q &4 ti smear►*. ac LOT: CREEKSIDE EXPRESS LOT #102 PROJMCT# 04321.000 MODEMA 4EJB "2807- ELLE" GAI%aae aVING: RIGHT PAZ& DOWEL PLAN u60 MPH EXP. C MELBOURNE ARCHITECT - STATE OF FLORIDA ` 4" DA 11/21/16 39fE8UT A I R C M I T E C T S (2) 3052-SH (2) 3052-SH ST-4RET4t LINTEL SCHEDULE44W LINTEL NO. LENGTH TYPE COMMENTS L 1 17'-4' 8F28-15/IT L 2 4'-6" 8RF6-05/IT AE5V. DOOR ASSEMBLY L 3 1 T-W 8P16-15/IT L 4 7'-6' 8F24-15/IT L 5 4'-6" 8F16-15/IT e NOTE: THE LINTELS MAY 5E SU55TITUTED UUITH LINTELS FROM ANOTHER MANUFACTURER AS LONGS AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATEC) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W in W w F 4 U W A F F 11 i9V8DiY. CREEKSIDE EXPRESS LOT #102 P1�JSCT# 04321.000 MODEM 4EJB "2807-ELLS" aa�swaaa a��: RIGHT PAP& LINTEL SCHEDULE 60 MPH EXP. C L1l MELBOURNE ARCMTECT: STATE OF FLORIDA =I B6A*Wn` 1/21/16 BCAZM 1 4"-1'-0" rl A R C N IT E C T S Wt I I ro 391-a 2&1-3" - a_ _ 11 T - - - - - - - - - - - - - j 6"X6' P.T. POST j I (2 TYP.) I LANAI I I 1 9'-�" I 101-10, 4'-0'1 � (2)3062-SI-4 � l2)3052-SN 6068 S.G.D. DINING ROOM 8'-8" CLG I 9 II IA A S1 I r1-211 OO Lu z OI �II I 19 SKITCHE� n I 3 _10-at 6,_4 2-5 0 �? PAN. m LIVING 8'-8" CLG. 141-1011 PROVIDE DBL STUD EA. END OP KNEEWALL 4X4 POST 81-811 4X4 POST i a U> r C. 1" r= @ v.,� I0 T=C S �__ I FLEX it lil I IIlY -to I II4� � 01 0) , 3 'Cole 12Y3052-SI-4 MT_ q PORCH d ---------------- ------ Tkl d) 10'-4" I'-4" 4'-S" n11 PWDR. ( 8'-6" CLG. _ 811 OWNER'S p SUITE W-8" CLG. 31-211 C mJ 3i_�II C. V. ' I n I IR-Is14 OWNER'S —�-- WAX BATH POST 8'-8' CLG. �I CLG. 36'x60° I o j S14WR. PAN LAV. LAV. • I 3'-�11 �,_�11 lc�-I�1 Guj STAIR DATA 116 RISERS -TB4' 1 15 TREADS s 10" +111 NOSING 4x4 1 POSt STUDS m 16" O.G. PER BOLLARD 0514A TITLE 2S CFR AS REQ. PART IS26 SUB PART PER BLDG. DBL M - FALL PROTECTION CODE STUD I326.501(15) (14) -- FOYER 8 -8 CLG. 4x6 POST 2 X 30 tACGEs 2'-211 LA�_ `�' GARAGE 8'-8" CLG. 16' -0"X_'-0"O.I-4 D. �11011 2'-4" 11 MBAR DETAIL SARM I FLOOR PLAN NOTE: -2-8 LOUV. DOOR W/ AIR 14ANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WIT�4 SITE PLAN. - FRONT DOOR ASSEMBLY TO BE TI-4ERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R302.5.1 OP THE FBCR 5TH ED. (2014). EXTERIOR MASONRY WALL BRG. PEIGPTS 7'-S" BRCS 8' -8' BRCS. [7777777777/ LOAD BRG. WALL SQ.FT. CALC. S IST FLR LIVING 1330 SQ. PT. 2ND FLR LIVING 1493 SQ. FT. TOTAL LIVING 2823 SQ. FT. GARAGE 454 SQ. PT. LANAI 80 SQ. FT. PORCP 99 SQ. FT. TOTAL 3456 SQ, FT, COCIPON W AND CLADDINO WIND LOADS BASIC WIND EXPOSM FOR 3 SECOND MISTS OPENNGS SWARE ZONE 160 MPH WIND (W) FEMAWS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 4.1 5 31/-39 CRITERIA 160T0 0.1-4.D. 112 5 31.0/-34.6 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5TH EDITION (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 071WS 0 UP nc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W C U 0 E 0. U W a Ell a rfVHaIP. T: CREEKSIDE EXPRESS LOT #102 Z-04J 321 000 lILODS'Le 4EJB "2807- ELLE" GAAAGZ ate: RIGHT PAGIM FIRS T FLOOR PLAN 160 MPH EXP. C MELBOURNE ARCHITECT. STATE OF FLORIDA yg, flp�: 11X21/16 ISIC 1/4"=1'-0" 8 A R C H I T E G T �c 1-211 3052-SH 2'-1111 WIN 14'-0" 4'-211 3052 -5H j� o a LAUN. 4X4- 4X4- i 8 POST I —L—-1 -ID CLG. `� I `8 POSt la r--r �I (L I O I CHASE BDRM. #5 CHASE I L BDRM. #4 8'-0" CLG. 8'-ID"GLG. ` co vC. V. cq G. V. \— BATH 3 " -1 axc eel LAV. ?-e BDRM. #3 8'-0' CLG. 3-SH _ - v S c� STAIR DATA " Iro RISERS a 1.54' CA LOFT 15 TREADS 6 10' L" LOFT NOSING 8 -ID CLG. 42' H. HAL1= WALL W/ GAP ?- 12'-0" r STUDS + 16" O.G. PER OSHA TITLE 29 CPR PART AR ALL PROOTECTIION 1926.501(5) (14) BDRM. #6 8 -0 CLG. /_p�D� I I� o J I I G i LL IC4 \ W.I. C GLOG. I � SHWR 3052-5H TEMP I I I i IR-1SH BATH .#2 8'-0" CLG. 51-411 :tll IR-ISH W.I. C 11 8'-0" CLG. I BDRM 8'-0' CL _---------------------------- _4" -2" I 2 o'-Io" 12' 0' 7'-4" 5'-4" 14'-0" I I L— — — — — — — — — — — — — — — — — — — — J SECOND FLOOR PLAN NOTE: 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE Q 3/4' T*G SUB FLOOR GLUED E SCREWED PER FASTENER SCHEDULE 10'-0 3/4" 2ND FIN. PLR 8'-8" 5RG. HGT. STAIR DATA: 16R m 154" 15 TREADS im 10"+ 1" NOSING NOI STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION 2014 MIN. TREAD=10' MAX. RISER-1 3/4' 3/16" MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY RISER/l AD HANDRAIL CIRCULAR CROSS SECTION DIA, TO BE 1 3/4' +-I/4" OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6' WIDE • NARROW END MIN. II' WIDTH ® 12" FROM NARROW END 34' MIN. HANDRAIL HGT. 0-0" PIN. PLR TRU55IE5 _THE CLEAR SPACE 5EtUIEEM r HANDRAIL AND THE WALL SHALL BE 2 1/4' HANDRAIL • 36' HANDRAIL • 36' W/ 2X4 RE-I*OF NOTE: HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMTETER OF 1 3/4'1 2' OR A NONCIRCULER CROSS SECTION WITH A PERIMETER DIMENSION OF At LEAST 4' BUT NOT MORE THAN 6 1/4" AND A LAIRGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. �)SCALIE; HANDRAIL DETAIL 3/4' -1' -0' — (2) LAYERS OF 3/4" PLYWOOD OR (2) LAYERS OF 3/4' SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER W/(3)08 3' SCREWS ® EA STRINGER UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR 9HEATHING V / I /-3/4' KICK PLATE MAX. C' NOSING MIN. STOR. r 3-2x12 SYP STRINGER - IQEINFORCED W/2X4 SPF W/CONY. BEAD OF 20TTgfP 'U- I N SUB -FLOOR ADHESIVE PL-400 OR SIMILARE • 0 EA HORIZONTAL RUN 2 X 4 RE-INFORCING ® EA. 2 X 12 STRINGER SECURE W/126 6"-8" O.C. 2X4 ATTACHED W/ 10d STAIR SECTION 5 �R>zIN'AAewl NS' A�N e, In.,l -m. OF EACH END, 32' O.G. MAX. Grosi n 1 N. RONALD REAGAN E LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrow p.cor AA #: 0003325 CREEKSIDE EXPRESS LOT #102 P JRT 04321.000 MODRte 4EJB "2807-ELLF RIGHT PAOM SECOND FLOOR PLAN 160 MPH EXP. MELBOURNE ARCH STATE OF FLORID 91 11/21/1 1 /4"=1'— i �.rVa.: fr 1 A R C M I T E C T 5 AREA OF ATTIC = 1813 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1813 /300 = 6.04 VENTILATION AREA X SQ. INCHES PER FT. (144) = 870.24 SQ. IN. MIN. REQUIRED VENTILATION = .5X 870.24 IN UPPER PORTION OF ATTIC - 435.12 SQ. IN. O FF RIDGE VENTI LATION AREA = 115 SQ. IN. PER VENT 435.12 /115 TOTAL#i OF VENTS REQUIRED - 3.78365 TOTAL#f OF VENTS PROVI DED - 4 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 18'-0 3/4" 2ND FLR 5R3. HGT. 1'-0' IVX62" DECORATIVE SHUTTER 10'-0 3/4" 2ND PIN. PLR. 6-8" 5RCs. HGT. 4" RAISED SAND (TYPJ 0'-0" PIN. PLR Low 16-0 3/4" 2ND FLR 5RCx. kGT. 10'-0 3/4' 2ND PIN. FLR" V -8" 5RG. HGT. 0-0" FIN. PLR milli -# fi 0 TEXTURED FINISH Q_y PYPON LV12X24 OR - EQUIVALENT +/-28'-1" 5LDGz 1-6T. SHINGLE ROOF 12 PYPON UIOR EQUIVALENT VA VALENt IS'-0 3/4" 2ND 5RCR. HGT. 12"X48" DECORATIVE SHUTTER 12 6 0�10'-0 3/4" 2ND FIN. FLR 51;RCx. WXT. ELEVATION OFF RIDGE VENT OFF RIDGE VENT REAR ELEVATION TEXTURED FINISH E- OPT. COACH 4 LIGHT 0'-0" FIN. PLR I8'-0 3/4" ; �-� 5Rlx. II II �'-011 12 4 — 10 -0 3/4' 2ND F1N, 5R3. HGT. ,) 0'-0" FIN. FLR LOUVER DETAIL lk SCALE: 1/2" = 1'-0" 7/8' THICK, 3 COAT CEMENT — PLASTER OVER GRADE 'D' FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D' FELT PAPER 4'x4' GALV. 'L"TYPE FLASI-41NCs SET IN ROOFING CEMENT FIBERGLASS SHINGLI=S OVER 030-\ ` 2x6 LEDGER SECURED (OR APPROVED EQUAL) FELT W/ I/2" x 6' LAG BOLT PAPER ON 1/16' 0.5.5. 5HEATHING W/ 2' DIA. WASHER • OR 1/2" CD'X PLYWOOD \\ I( Or MAX SECURED PER NAILING SCt-4EDULE LSU-26- 2 \ 6� ' Zxb RAFTERS —� -_--- 4:8'-8' 5RG. IrsT_ LUS26 W/ (4) 106's — TO LEDGER AND (2) 10d'a TO 2x6 JOIST 2X6 LEDGER W/ THREADED ROD 32' O.G. MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY W MIN EMBED. I/2'tHIGK 2 COAT CEMENT—' / PLASTER APPLIED DIRECTLY TO MASONRY (9S.G.. @ GABLE SCALE: 1/2" = I'-0" ADesn rou Inc g N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 0'-0" FIN. FLR LOUVER DETAIL lk SCALE: 1/2" = 1'-0" 7/8' THICK, 3 COAT CEMENT — PLASTER OVER GRADE 'D' FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D' FELT PAPER 4'x4' GALV. 'L"TYPE FLASI-41NCs SET IN ROOFING CEMENT FIBERGLASS SHINGLI=S OVER 030-\ ` 2x6 LEDGER SECURED (OR APPROVED EQUAL) FELT W/ I/2" x 6' LAG BOLT PAPER ON 1/16' 0.5.5. 5HEATHING W/ 2' DIA. WASHER • OR 1/2" CD'X PLYWOOD \\ I( Or MAX SECURED PER NAILING SCt-4EDULE LSU-26- 2 \ 6� ' Zxb RAFTERS —� -_--- 4:8'-8' 5RG. IrsT_ LUS26 W/ (4) 106's — TO LEDGER AND (2) 10d'a TO 2x6 JOIST 2X6 LEDGER W/ THREADED ROD 32' O.G. MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY W MIN EMBED. I/2'tHIGK 2 COAT CEMENT—' / PLASTER APPLIED DIRECTLY TO MASONRY (9S.G.. @ GABLE SCALE: 1/2" = I'-0" ADesn rou Inc g N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W U rA W `. ti 0. A F H ovj=rv. Ise CREEKSIDi E EXPRESS LOT #102 POJMT# 04321.000 MODEA c 4EJB i T. "2807—ELLE" GARAGE B REI9zp RIGHT PAC& FRONT & REAR ELEVATIONS 160 MPH EXP C MELBOURNE mall flj` ' , 11/21/16 BCASS: 1/4 PP=11- 0" A R C H I T E C T S TEXTURED FiNl isp FIGHT ELEVATION TEXTURED FINISH -0 3/4" 2ND 1=LR. RG. HGT. >'-0 3/4" 2ND 1=1N. FLK -8' 51;RCa. N4GT. 0'-0" PIN. PLR. 1 N. RONALD REAGAN BL LONGI+WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abftsigngroup.com AA #: 0003325 E W U W O E~ti 0. V W A F F; ti aVBaIV. de LOT: CREEKSIDE EXPRESS L0T #102 Frnoj=T# 04321.000 moan: 4EJB "2807-ELLE" GARAGEawnqa: RIGHT PAG�& LEFT & RIGHT ELEVATIONS 160 MPH EX? C I MELBOU ARCHITECT STATE OF FLORIDA yv, 0 DA 11/21/16 8CA.14ft 1/4"-1'-0" A R C H I T E C T S A 4 B) WA3 TYP. FRONT ELEVATION ®-6" BUTTERFLY METAL LATH e WINDOW CORNERS TYP. ®-6" 5UTTEW-LY METAL LATH a WINDOW CORNERS /12 WA5 TYP 15B WA3,, 1� '=A4; TYP. TYP. J va3 NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrorup.com AA #: 0003325 F W W v W 0 h 0. U W A F C� ti ow2wiv. ae CREEKSIDE EXPRESS LOT #102 PR"=" 04321.000 NoDsma so r. 4EJB "2807—ELLE" GAR,aa$ SWUM: RIGHT PALM WALL ASSEMBLY 160 MPH EXP C J_BOU ARCHrrECT: STATE OF FLORDA pm 11/;h/16 BCA .1/4"=l'-0" y �: A R C H I T E C T S LEFT ELEVATION 06$UTTERPLY METAL LAT4 * UJINp0U1 CORM=RS RIGHT ELEVATION m-%" 5UTTEWLr' METAL LATI 4 a UINDOUJ CORNERS NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W U W IS 0. EIN 1 C.4 Q F F 8%T9znd aiAT. CREEKSIDE EXPRESS LOT #102 P�J�CT 04321.000 moan 4EJB "2807-ELLE" QAPACE BWnqG: RIGHT PAGM: WALL ASSEMBLY 160 MPH EXP C MELHOUR E ARCHITECT STATE OF FLORA MN1 p 9 1 /16 F."mm 19029-m) A R C H I T E C T CONNECTOR SCHEDULE ICONTROL DATE. 01-OS-R SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 14W ATA 16-15 162D (W I0d x I In' I-FLT, (6)16d 2-PET, (USP (W) wd X 1 In' - NO Rd OPTION) (2) META-16 ' (2) HTA W-W ]DOD (W/ IOd x 1 In' I -PLY, non,, (W)16d x I VJ') 20'TD (14) 1" 2-PLY (UQR NO Wd OPTION) wl'A-lb low ATA 16 WT0 (e/ Wd x I In' I -PLY, (W 04 ]-FLY uSP, (10) Wd x I In', NO Wd OPTION 1-ETA-]O Im HTA 20 1610 (W Wd x 1 In' 1-1-LY. (8) *4 ]_PLY u6R (10) l0d x 114%NO 16d OP IM r X (2) HETA-20 2C36 (2) HrA-00 3290 (W) li x 1112' 11 ueP (10) Wd x I In' 2111,1101 !O) Wd 2-FLY 11461". NO Wd OPTION) Z O LOT-2 71D0 LU6i-] 0DO IT), 1(4' x 1 1/4- TITEN 2 (USP. 1%X (b) V4' LLD, WOOD (16) Wd V) OETA_-20 24M D14TA-30 24M (I6) - Wd x I W, I PLY MOT a MOM MOT 4115 (V BH' ATA N HIS4 6TI49NOTH EPDXr (MK 0' EMOW). (22) Wd TO WOOD (UOP, l26) Wd TO WOOD) HGT-2 a WSDO HUGT-3 91S0 !]) 3/4' ATA N HWH S1R3NGtHl EPDXY MK 0' EMBEDI, [4) Wd TO UODD (1.18P IMOOD (S1 Wd) H GT-3 a WK30 HUGi-3 So" (2) A/4' ATA N HWH 6TR3'4i4EPDXY (MK O' EMBEDJ, [I6) lOd TO WOCO CueP W.'V' D (6110d1 L4,73-Splab AMR, LU07-3 3628 f01 OPO I/4'x3' r0 WIIPDER (4) 3N x D' iREV HD i0 WA1 (U8M CANC. (4) 3W X D' WEDa6 W 1.T, WOOD M) UB2D) LTA] 1210 W PARALLEL To WA, I. I1W F'BR9.R6DIOWAR TO WALL LPTA 010 (W) led x I -In' (uSP (W) Wd x 1 In' WT 4940 NO ueP CONVERSION FOR SIMP6011 vw (V 111,/6' ATA IN HWH STENGT4 EPDXY (MIK On EMOED), (K1-600 V4')3' TO WOO (2) w r W NO USP CONVERSION FOR SIMPBON (1) VOT) 1 (2) VAS' ATA N W104 GTMNW14 EFOXr (TK O' EMDEP), (321-e06 1/4'X3' / 2 MY— MTO-12 W00 MIW 12 Ift (H) led x 1 In' CUSP• (141 Wd x I VT, (Ht)10d) HIS-K. RIC HTW 16 1260 (IW Wd x I N' (USP. (161 Wd x I VT, (16) Wd) HI6-20 14" HTW w 030 (24) Wd x I In, (u6P (24) Wd In I Wn, (20) Wd) HTe-24 14b0 4TW 24 bw (24) Wd x I In' [1164nn, (24) Wd x 1 N', (29) Wd) LVA-O as 62b LVA 12 490 4110d uSP. [W)Wd LOrA-0 w 1235 LOTA 0 038 (14) Wd u6P, (IS) Wd (n META-16 as 130 META-W 1310 (14) Wd ueP (14) Wd MOTA-24 as W40 META-24 *40 (W) Wd um% (10) I0d MSTA-W as 2000 MBTA-0w 20" (22) Wd U6F. (22) Wd Q META-M, « 20W META. 2068 (26) Wd u6P. (26) Wd H McTI-M, 9DO0 K6TI 2M 3ow (36) Tod x I VC u % (36) Wd x I V2' N 1,11ITI-46 606o Kt61 240 111I40 (40) led x 1 N' u6P, (4D) IDd x I VJ' H6 we LHYA 6 12 W (6) 60 To PLATES. to) Od TO 61UP6 [USP. (16) ed x 1 VP, (16) ad) eP4 ODD op r 4 SW (6) Wd x I V2' TO SHOO USP (6) Wtl x 1 In' TO STUDS A34 33D MP 34 3" W Ad x I In' TO BEAM, (4) Dd x I In' TO FOOT, U6R (4) Dd x I In' TO SEAM, (4) Dd x I U2' TO PM. Ham 645 HHOP 2 om (0) Wd x I In, USP+ (W) Wd x 1 In' TO TRM6. (10) Wd X I V2' TO PLATE H10A IK0 RT 16A Lvo (10) l0d x I In. UOP rS) Wd x I N' TO MM, (D) Wd X I In' TO PLATE �T 4 HOW 4WO FHO 4A b20 llereoe V4'x3' To WOOL, (W)-eDe 1/4'x] In' 11V THIMAOED ROD, (2) NO&VAIIIIIIERn PLY U6fA' D/0' ATR MK T EMOED � f M HWH DiR9VCiTVi EPDXY, (W1 WBD W]OD 6Q�iR N T 4 HP16 4-40 TOX W 10140 (W -W6 V4'x3' TO WOOD, (31-3/4' STUD OOLT6 W TH LEADED ROD, a) NUT&III64"O"PLr U6r2 116• AIR MN 1' WIMP SET N HWN 6TP64OT4 EPDXT (4)11111' THRI-150LT8 AMU 44Z 22M 666D PAU 44 2030 6170 (V 0/e' ATA M HWH BTiEN6iH EPO)[T', MK 1' EMBPDJ M OCN . [O)'bd i0 WOOD Uem GAME AS 614PBCN AOU 66Z 2300 12COO PAIL 66 23M WOOD (U 01' ATA M WISH 6IIEN01`14 EPDXY, (INK 1' EIOEDJ N CONC, (OAid TO WOOD UOi SAME AO 091-W N LTrR aaa O40 LTD R Of (I13/4' ATA M 4W4 STREN014 E OX1', (MIN. I' EMOEPJ N CCNC. (OADd TO WOOD WM SAME A$ 91MP604 10 x O LMA90 aaa 000 LTS 20O A0D (1) VD' AM IN HIGH 6TIENGT7 EPDXY, (MK T' MIMPJ N CONC, lWA" TO WOOD . L4' ATR MN 1' EMBFD SET N HIC+{ OT7EN0TH EPDXY. (10) Wd, (W) Wd x I W. 2412' _ :..: HTT4 4411b 141-T4D 4166 (V 0/S' ATA N HM 11TREN31N EPDXY (INK 1' EMOP.DJ N CCNC (W) D0�10 X I In' !UM nV) 0d X ]-In') USP HW6 MOVE NAIL OPTICNB. (20) Wd, (20) Wd x I -In', (20)16d x 2 In' Z Q HTTo 5~HtT4o bom (V D/e' ATA N HWH STFF041H EPDXY (MM T' FJMBEDJ id N CONC. (26) LX 2 VA' SWP, (20)Wd X 2-In'J {IDP HAO MOPE NAL OPTION& MW Wd, Fib) Wd x 11 (30)164 x 2 In HHOOII-DOS 2ba IIAW WHO 11 143% (V p ATA N HWH! ST'FI1e114 tf O . AMK W' EMBFDJ N OOINC. n4) MCA' x 23' WOW 6C,@AW (LOIN (tM We3 W'JW DOAOWW HP113 6648 TDX 10 W14e rV MAY AO. N HWH Btpews H EPDXY, (INK in rmlmvJ N OONC !3) 3/4' STUD OOLtB TO UGoo (USP (4) i/D' 00L1 8) (A MOHA 3b6A130 341b aw N: Mnxw 20" 1" (u.W ATA IN HIGH 6TBIOhI EPDXT, MK 6.16' Ey6EpMEXT1 M CMLL TOP, (1) 3A1• ATA N HW 4 BTEJISTH EPDXY, (MK 6.16- EMBEDMENT) K Cd4L FACE. (0A0 TO MEAT USP, (V In' Ji W MNMIIM 6. El'IOEP. 4 NOT LE66 THAN 4' FROM EDGE O= CONC UV SW DIA TIN) R,4g16ETAEDNEAP PYNA POET 6LEEV3 ANCHOR OR EO. WV MK W E46eD PM' - NMALLED N THE FACE. X HUBc40 (100 D) we HU640F 30" (W)16d TO REAPER (W) Lid TO WOOD USP. 64ME AS GrIII 32 6 (FIWF) 332D (RAW) Z Q Y WUC410 (c) MU HWC)W-] (OMW 00m WOO 4WO sea WP4WP HD2W-2P 1306 QA oe" 0000 - W' 2-3A' TRETl M PE! FLA/QEJ TO CM , (W) Wd WW) TO WO, (USP ( IA'. 3' UM6C1R110, (0) Wd T] WOOD, � x MW 346'TAPPEIW, 10) Wd TO WOOD (I! V4' x 2-N4' TREN (a PEP RJU'GE) TO Q1U. (W) Wd TO WOW. NGP, (W 1/4' x V UM 6CF010, (W) Wd TO W000. Uy4 (]O) SW TATERk(W) Wd TO WOOD HIlC2W-9 [O'W) 000 b06b HD2W-31F 130o b000 ry W' x 2SK' TREK (S FR FHNNOE/ TO CMU, (W) Wd TO WOW, (UOPk [W IA' x S' MS3 DCI6i1S. (W) Wd ro WOOD. Y0x D0)3Ai'TAPPERk (W)lOdrouOW LCAM46-2-606 W0 DD'D l.O1JM26-] 20D 606D (4 sro' x 4' TttEI HIP ANCr7OfI6 f2 PER FLANrF_) ro Q3L l4) V4' x 2 VY 6De eOR111 ro uW W. (413/1' X;' WEOC£ t,4 W63 HIGH 8TIW4W1 1 EPDXY ANCHORING 6Y8tW% - eM -WN 'SET EFOXY-TIE'. CONTACT THE ARSIITECTM NGNEHR OF RECORD FOR WRITTEN APPROVAL PRoR To &OSTITUTNO FOR SIMILAR EPDXY MWPUCTII OR USP - CIA APWON15 a UHEE ANCHOR EMOEDME NT 16 GIEATED THAN 1' DE3P, ne `iERTICAL CELL N rru WALL MUST BE FILIAD SOLID W OROUT. Wd COMMON NAILS CAN SE W551TTUTEO WRH Wd x I In' MAILD N CONJI.NCTICK WTH A 23% IEDUCTIQ4 N THE ALLY LOAD. WRrrm APPR7VAL FROM THE ARCHITECT 16 REOWIED FOR T416 ATLICATION PRIOR TO NSrAJ.ATON. aaa MINMIIJ'M EMBEDMENT INTO THE TOP OF A IMPOEAM WW1 ME b', MNIMUM EMBEDMENT INTO THE FOINDATICK WLL OE I' wLd OATA = A-301 ALL THRFi1p IBOD (61YE, PROTECTION TYPE, LENGTI, E'rG VARESI Z BECAUSE OF THE WIDE VARMT OF MATIERIAL8, LOCATIONS. ANp CONOM" THAT MAT AFFECT PC*e TGj. THE CONTRACTOR MUST EE POW ONNBLE FOR MNONG SURE THAT TIE PROMR CORROSION mwi CTION le USED. WHEN USING STAINLESS STEEL CONNECTORS, USE 6TAK.ES6 STEEL FAWVIL- A W4E9 USING )MAX 1 H0- GA-VANlzI o COAIEOTOR6. UW FA6n NERe GALVAXIYED PER ASIM-ADS USE OP Ef ANCON ANCHORS WLL BE EVALUATED ON AN NDIVIWAL BASIS AND MUST HAVE MTTWq APPM60vAL FROM THE AIC44ITEGTEI6INEER OF RECORD PRIOR TO In E Al CONNECTOR VALUES DARED ON Grl- ON'UOOO COMMOTION CONNECTORS C-C.2011' .'HIGH IVND-plEGIBTANT CONBTRICrIOK F-C-HOICA13W AND MIWORNG 4 FASTENING SYOTEMS FOR CONCWM 4 MASONRY cATALOG c-SAe.200 4 USP STRICTURAL CONNECTORS 2010-2016. HEADER SPAN CHART SINGLE STOIR'1' APPLICATION SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 D51_ 2 x 6 x 5 x 10 x 12 UP TO 5'-4" 5'-411 t0 1'-0" 1'-0" t0 1011-011 10-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 05L 2 x (o x 5 x IC x 12 UP TO 5'-011 5'-0" TO II 6'-411 TO 811-011 8'-O" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM DEADER SPAN (Ft.) UP TO 5'-0" TO 8'-011 U.N.O. 4'-II i/2' T'-II 1/2° AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 (('2 ST'P) rt/16" 055 NAIL (3) 126 -8 11 O.C. TYP. 2x12 BM./HDR. PRE FLR, FIR DRAFT STOP 2X4 NAILER FOR DRAFT STOP ELEV. VIEW 1 PRE-ENG. FLR TRUSS-� ! 3/4' PLYWOOD I DRAFT STOP 1 1 PRE-ENG. FLR. TRUSS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS (2) 2XI2 5M. TO 6X6 POST (2) MSTA-24 < (1) HTS-16 POST TO SLA5 A5U66 (TYP. 2 ) XCv3 ' MEV 41.''I II I 'I�F I I All 4�iiir I ails II I' �N 4L3 X NXi. III r II i- fl II II II II I II fl II II II II I II II II II II II FT3 FT2 ~ II II II II II I II II II II II II I II II II III hI �I LL II II II II II I II II II II II II I II II II II II II � II II fl II �� II I II II II II II II II II II II II II II - N V JLLJL AA J L J L J L L J L — TRUSS t0 4k —r = T g _ FTS P05T W/ (2) MTS-12 r J POST t0 SLA5 LL HTT-4- - �I FTS LL L04 —r g LL L- TRUSS TO 4X4 P05T W/ (2) MT5-12— _ POST TO SLAB _ r_ _ — HTT-4 LL :IN JL J � _ ATRUSS TO 4X4 POST W/ (2) MT5-12— —� — FG2 PO5T t0 SLA5 _ 2X8 LEDGER TRUSS TO 4k HTT-4 SECURED W/ C P05T W/(2) MT5-12 Y" X 6" LAC: FD05T TO 5LA5 W/ — DSL. SCUD — Htt-4 —_ BOLT W/ 2' pIA. T— Q WASHER G 24" (2) META-16 to HUG-4' OG N Ftl5 N I �124G4CIA I � � �,..� I� II II II II II II HUG 1141m I k30 T � ATTIC ACCESS X1211E3M. -- -- (�)2XI25M_--��:, �;..,,ay.•. a a ..,u.�1pawsn�xu : I . . s.....:." (2) MI=TA-16 (2) META-16 fi r,.../ \. ! i .... L a mp.1 ry --- IX-4 DIACz. — 5TM. CHORD SRACINGs, 51 Typ. GABLE END 5RACINGs SEE DTL. '4' SHEET D2 311 FRAMING PLAN RANEY 05/22/16 META-16 1YY111. RVI\ML✓ Rum`.AP11Y ULY ✓. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www,abdesigftgroup.com AA #: 0003325 W Rq w 0 hF K D) Q F •M 8V31mvi W wii CREEKSIDE EXPRESS LOT #102 PaoJ=T# 04321.000 moD"m 4yy/E J71BI T 7Ty 1 Q IJv lTJf/�iGZ 9WSIY6R V: RIGHT PA GM FRAMING PLAN 160 MPH EXP. C-RANEY MELBOURNE ARCHrMCT: STATE OF FL.ORDA 0 09 �3A6 11/21/16 MA 1/4"=1)-0" 9ir A R C H I T E C T S CONNECTOR SCHEDULE CONTROL DAZE' 01-o0_11 SIMPSON LISP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-W Hb0 HTA W-W 162b (0)10d a I Vt' I -PLY. (6) Ill 2-PLY. (101% (W) IOd x I VY - NO 16d OxrION) (2) MTA-16 m" (2) HTA W-b 20®9 (10) YM x 1 V)' I-Il (UBF% (I0)10d x 1149 2616 (14) Wd 2-1-LY (USP, NO 16d Orl HETA-16 low HTA 16 pTp (M Wd x 1 la' Il (0) l6d 2-PLY USM (10) Wd x 1 VP, NO Rid OPTION HEtA-20 bW HTA 20 YSIp (B) lod x I ION' I -PLY. (a)16d 2-PLY 110% (10) Wd x I In', NO 16d OPTION >„ w (2) Hill00 (2) HTA-20 3230 (10) Wd x I la. I -PLY ull (W) Wd x I ION' (13) Wd 2-PLY (UOP, NO 16d OPTION) Z O LOT-2 Will LUGr-2 TO" (1) - 1/4' x 2 V4' THEN, 2 (U6R ELK (b) IM YW, WOOD 116) Wd fn DErxap 246p D417a-20 2430 fW - Wd x 1 w, I Ftr Q MOT 3B6b MOOT 4rM (I) b/6' ATR IN F40 4 011RENW U EPDXY (MN. D' ld D), (22) Wd TO WOOD (LAP, (]Ol 10d TO WOOD) HGT-2 . Wa6o HOOT-2 41w f77 3(4' ATM 1141404 617ENON EPDXT MfK 12' EMMEDJ, (IM lod TO WOOD (WR WOOD fM IOd) HGY-3 Wt30 wwt-S d6® (]) 3/d' ATR N HIGH 81RENGtH EPDXT MN U' F1'IMFD7. (Yr) lOd TO UIOOD (116M WOOD (M I l 1.473-8DO2b 32M LLOT-3 3b26AVGT) (M) WO 1/4'x3' M GIRDhjir, [4) 3/6' x D' TItEN HD TO WALL (IWP, COr2C. l418A3' X W WSOE MOLT, uaoD (0) ulmel LTA] 120 FAR4LLEL TO WALL nIV PERPSNOICULAR TO WALL LPrA TW(10) Wd x 1-1q' (ubn (l0) Wd x I W vat 4B4p NO USP CONVESON FOR op" ON(I) t/6' ATR N Wl STIRENC41U EPrT(T' (MK O' 19-MO), (16).OD6 V41X5' TO WOOD (2) Vw Im NO uGP CONVERSION FOR 00MP6(1) DAP ATR N HIGH WrFe 3fH EPDXY MK O' EMIT 11. (32-111P4 I/4'XT / 2 PLY P"m12 om MTW O IIBD (14) Wd x I In' (UG14 (14) Wd x I VP, (14) Wd) HT6-16 Imo 47W W 12" (16) Wd x 1 Vl' (UGM (16) Wd x I W, (10) Wl WT6.20 14b0 HTW 20 Ib30 (24) Wd x 1 W (uOP+ (24) Wd x I IR', (201 Il WTS-24 Htp HTIII 24 030 l24) Wd x I V2' (USM l24) Wd x 1 IA'. (]0) Il LWA-12 .. '.f7D LOTA 12 Sp (10) Wd Up4 (10) Od L6TA-I8 « O3b LOTH 10 O% (W Wd usM (14) Wd MSTA-M w Mb MOtA-M MW (W Wd u6P, (14) Wd MOTA44 w 1640 MWA-24 1640 (10) Wd am (16) wd () d rWA-30 w 24M M6rA-0f 206b (22)10d UGR (22) IOd Q META-% w 2~ MIA-% 2066 (26) Wd USM (26) Wd 1— M6TI-% 3bp0 KOTI 2% 366D [%1 Wd x I IR' U6I0. (36) Wd x 1 V2' N MOTI.40 11066 KTOI 246 11I40 (40) Wd x 1 V]' Ul (48) Wd x I IA' H6 a" LFTA 6 OW (M Bd TO PLATED, (M Od TO OTUDb (USM (W Od x 1 14'. (W W) Ill am al 4 b4b (6) led x I W to 6=6 UOR (6) led x I ION' TO Ill A34 3% MP 34 3" (4) Od x I ID' TO SEAM. (4) Od x 1 1,14' TO POST. uar, 14) Bd x I ION' TO SE^ t4)W x 1 Vl' TO "T. HCP2 64b HHGP 2 am (I2) Wd x I M' UOR (10) Wd x I Ire' TO 17414E6, (10) led X I a' ro PLATE HIOA Iwo Wr Wd LW r100 Wd x 1 N' USM (W Rod x I ION. 10 TRIM, (6) Wd X I W TO Fl VW 4 FIW4 464f PHD 4A IllellV4'x3' TO UGOp, (WYGDS 1/444 IA' kW THIN ROD, a) NUTGAYAOHERO Mr U&N t/ID' AIR MN. T WIND SET N H04 01741l EPDXT', (W) W53 LLCOO OOYEVIB VGi 4 HD1E 4940 TDX 10 WHa (16)-0D6 V4k3' 10UGC[). (3)-3/4' 6= MO_TD WTHREADED ROD, (2) NUT&%A"RllPLr UOR 1A3' AIR MK 1' M'B3ED GET IN HIW 6TR9W N EPOW, [4) VW TH16I-DOLTS AGU 442 22M KK PALL 44 2030 611b (V bell ATR N With OTWOTH EPO(r. (MK TWMEDJ N COUO, (12) I6d TO WOW UOM GME A6 NMPSON AEU K2 23CO Dom! PAI K 23" 16cm f1) "- ATR N HIGH 01PENGiH EPDXY. (MK 1' W IEEW N CON(' (12A6d TO WOOD UOM OAME AS CIMP60N H Lrrn «. 1340 LTO M I205 (1) 3/4' ATR N HIN OTF E W14 EPDXY. MK T OrMl N GONG. (MWd TO WOOD UGM OAME AO 61MPWK O Ltt2m w 6+p0 Lt0 2pM lift (I) la' ATR N HGH Writ iH Ilel MK T EMEEW N COMIC. f10l TO Wom u6R 3/4' AIR MN T' MIMED Wt N 404 6111E14TH EPDXY. (WJ 10d. (W) Rod x 1 V2'. 2.1n' _ 0 HTT4 44M Hrr4b 4K0 (V b/W ATR N Wl CIWNl EPDXY (MK 1' WORP.) N COG. (W Ill X 1 01 (YOP, CO) Wd X f-ION') usp HAt MORE NAIL OPTION& (20) Ifd, (30) IOd x I -VA', (]o/ rd .2 W. Z Q HTTs 0000 4Tr4b soft (V s; ATR N H*4 9TMN-aT4! EPDXY MKT MIMED.)N CONC. (]6)16d X ] V2' (USF + (2o)16d X 2-VP) ueP HA• MOM NAL OPIIGN& (26J Wd, (»1 Wd x 1-IO'. (]W Rd x 2 IM HHDOII-BDO ill IIOW up v 11 1430b (U 1' ATR N WW OTIENGM EPDXY, (MK W' R-WPJ N 004C. (2N WO 6' x * WCOO aOR=m &l lw (2Ll l WOOO 6PRMW HD1M K40 TDX I0 WHp (v UO' AA N HIW 6TRMYxihl M'Ol MK T E'fOWJ N OOYC. 13)W4' STUD MOLTS TO WOOD (YSP, (4) T)W MOLTM Q W Z Q MMHA 3b6/UO 341b 63M NH'r3bXW 2b Im a6TOON, (1) W4' ATR K HIGH 6rRNGTH ETOXr, MN Ill ojaoA E1xT) N CMIJ. TO., (U 3,4' ATR N HGFJ 611l EPDXY, MN 6.111/' M'IMEDNIMT) N OMAL PACE. eWfd TO MA.M ugl (I) in, J-MOLT W, MN"IM W WqW. 4 NOr LE00 TW N P Pill M CCMC W M W DIA TTW R4M6ETAEOHEAD OTNA Ill 90l ANCHOR OR IM W M b' LIMED 011 N AUJP N TM PACE. HUOCAO !WOOD) %3D 2H0 (PERT JSR4DF 3060 2110 LRJ (F (10) 1TO HEADER (10) li TO W= l OME AS GRIPSON 6d 32" (Ill SIM (IIKxl WJC4W feMU) IBfp 4920 ND410 F III" spy! (W (W x 2.3/4' 11 /0 FOR FLANSE) M OW,(W) Wd TO Will (W 1/4' x 3' 6070)W.[W) WOOD. u6P fW) 3M' TAP!l f W) IllTO UGW H=10-2 (OU) low 060 HD216-211F Eft udl (0) 1/4' x 2-3/4' TITEN ro PMR RANGE) TO C`N, (W) lod ro WooD, [u6P, (W IK' x 9' uM3 WMA, (W) I" M Ill usp (2f) 3A6' TAPPER.. (W) Wd TO WGDD WC210-3 (CM) lM DEAD HD210-3F Mob Dow (W V41x2-3/41tIMN M PER )TO O'W.(W) Ift WWOOT AMP, (W V4 x3' l aOEWa,(10) Ill To WI m. UBP (40) 3A6' TAPPEIM, (W) IOd TO WOO LGWM26-]-DOD K30 mm LQ2 -2 212b 6f6b (4) 3A' x 4' TmN HD *W44oRG [2 PER I:LANl:l ro Or%(4l V4• X 2 VS WO ScPWA TO WOOD, (4) SW X C UEDOE TM 1109 UVOIDSOMA HIG4 611ENGtH S-C)Cr . OITIPOON'SET EPDXY-flE'. CONTACT TM ARGHITECTleiGINEMR OF RECORD fCR Will APPROVAL PROM TO BMWMTN6 FOR ON LAR EPDXY PRODUCT• OR WP - CIA .AD4Ebl VE ANCHORING er6TMI6. . WFERE ANC44OR 6MO PENT IS GREATER 114M T OEEP. TFE VERTICAL M1 I N CMjL WALL Must #F P1I-LED 601-10 W 41l w Rod o"ON NAILS CAN W SUMGT11UTM WrrW Wd x I VP NAILS N CONANCrICN 11111H A 2M pEOW'TION N THE ALLO 40LE LOAD. URITTEN APPROVAL HMO. THE ARDattECT 16 IAE6W3RED TOR 11416 APPLICATION PRIOR TO NOTALLATIO1,L W w EMPIRE M'IMM:A'1H4T INTO 11-0 TOP OF A EOIDDENI WLL IM 0%MIKIl MIMMDMM4T INTO TIE POW'27ATION WLL ME T W 1— AM . A-301 ALL rNIEAD ROD (012M, MWAYrO TiCN TYPE, LENOIH. El VARIEM Z EECAWBE OF 11-E WME VARIETY OF 111ATERAL4 LOCATIONS, AND CGNDITI" THAT MAY AFFECT CPPECTOIS• THE CONTRACTOR MUST ME IE8PGNM5LE POR MAKING OWE THAT THE PROPER CORROSION PROTECTION I0 Wro. U404 UGNS GrAll STEM- CONNEGTOR6. UW 67AK-ESS STM _ FASTENER& UWEN UOM 21MAX / HDG GALVMtI2ED GoNNEROS, JW FA VIIENMS OALVAXIMP PER A00M-A6H USE OF EW°AMION ANC440M WIU, Be EVALUATED ON AN INDIVIDUAL SM16 AND M W HAVE URMTTEX APPICT(a1 PROM YHE 4=41-1ECIAjd6K'-7=R OF RECORD PRIOR TO Ill ALL CONNECTOR VAWES MAl ON 00M O 'UIOOD CONOTRIOTION COMSGrORS C-CWrt' .'NIGH 69(fD-Rioal COJOTRJCr10V P-c-NaaG,eGl6, AND ANW0ill 4 PA6IIiNll STGTENIO POR CONCRETE 4 MAfil CATALOG C-OAS-]pD 4 U6P OrRUC11.11RAL CONNS=M 201E-2". HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x S x 10 x 12 UP TO 5'-4' 5'-4' TO -I'-0" 1'-0' TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x S x 10 x 12 UP TO 5'-0" 5'-0" TO (o'-4" 6'-4" TO 5'-0" 8'-0" AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.)Ufl 5'-011 TO '-O" N.O. 4'-IT'-11 1/2" AN8D UP NUMBER OF HEADER STUDS SUP PORTING END OF HEADER 1 2 3 NUMBER OF PULL LENGTH STUDS AT EACH END OF HEADER 1 2 3 2 x 12 (62 SYP) 065 NAIL (3) 12d 66"-S" O.G. TYP. 2x12 BM./HDR. 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMP50N STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: * TRU55 TO MASONRY/CONCRETE SHALL E3E META-16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. • TRU55 TO WOOD FRAMING SHALL BE M75-12 3. TRUSS TO TRUSS CONNECTIONS AND H4IN6ER5 SHALL BE DESIGNED AND SUPPLIED BY TRU55 MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART E MINIMUM WALL E HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN (o. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-126 HAND DRIVES a EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. -1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRU65E5 TO TOP OF TRUSS BEARING. S.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 8 SHEET D4 FOR 1-5TORY INTERIOR LOAD BEARING WALL STRAPS E DETAILS. TRUSS TO 4X6 POST W/ (2) MT6-12 POST TO BLK W/ HTT-4 TRUSS TO 4X6 — POST W/ (2) MTS-12 POST TO BLK W/ HTT-4 <Q m l� I I I I I -- I I -------� I I I I I I I I I I I �— — — — — — — — — — — — — — — I I I - J R®®F FRAMING PLAN RANEY 02/15/16 I5JI 5J3 TRUSS TO 4X6 P05T W/ (2) MTS-12 5J5 POST TO BLK W/ �— HTT-4 NOTE: 2X6 ® 16" O.C. (TYP) TRUSS TO 4X6 Il W/ (2) MTS-12 POST TO BLK W/ HTT-4 BJ5 BJ3 BJI 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Fall y U raq x 0 F a v h QQ C A ETJ33D V. at LIST: CREEKSIDE EXPRESS LOT #102 PROJRCT# 04321.000 acoa� 4EJB ))2807—ELLE11 GARxAQ$ SWING: RIGHT PAOIM ROOF FRAMING PLAN 160 MPH EXP. C-RANEY V0 ® 9 Y 6 :.,o :.Y 11 /21 /16 1 /4" V - 0" A R C H I T E C T S ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 12B,V OUTLET 20 AMP SINGLE POLE 110V OUTLET IIOV OUTLET RR OP CUTLET WIRED ro SWITCH CFI IImV OUTLET EGUIFED WA3R4P FAULT INTEI8UPIER (TAMPER SISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION WATER -ROC- GROUND rAULT CFI OUTLET INPTER SWITC 4 SWITCH 3-WAY OFER 1 4 SWITCH 4-11AY OPER i I1 WALL MOUNTED �f LIGHT CEILING LIGHT \Ql VP PROGF LVAPOR \Q\ RECESSED CAN WALL 6CGNCE �- PRE -WIRED VENT. FAN I crm PER Sa FT. VENT. PAN W&IGHT I CH'I PER SO. PT. VANITY FIxTURE r6PEc6 rBD Br ISUILPEW FLUO�SCENt WRAC LIGHT ARDUN AROUND _ 2' FLuoIESCENT �= _y_ 4' PLUORESCeEENT g 4' TRACK LIGHT PANEL METER OSMOKE S.D. DETECTOR W1HADWIREUP UI/ HARDWIRE WALL MOUNTED BAtt BACK-UP SD SMOKE DETECTOR W/ HARDWIRE CARBON MOKOX[Pro SMOKE DETECTOR I3Att. I3AGK-uP uu 14ARMIRE INTER -CONNECTED SHALL BE A DISTANCE COT'IBO OF NOT LESS THEN 4' PROM PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WATER HEATER ION SMISIGE TO BE ELEVATED To DISCONNECT AM A/C AIR. CONDITIONING DISCONNECT N❑. TELEVISION JACK CEILING BOX REGUI O TO ISE SUPPORTED IN ACCORDANCE V BOX J_BOx MARKED AS SUCH PM I CTICN CEILINx BOX RECUR TO BE SUPFbRM0 IN CEILING PAN)LIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPT, SECURITY KEYPAD PUSµ -BUTTON FOR CHIMES •-�'� USB PORT p LOCATION OF TV JACKS E PHONE OUTLETS FANS TO BE VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETING. . ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). • 20 AMP DEDICATED LAUNDRY CIRCUIT. t GN ® ISLAND (NOT ON KITCHrEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15073 FBCR 57H EDITION (2014). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014). " ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). * ALL LAMPS SHALL BE SELECTED BY BUILDER AND 7 % OF LIGHTING MUST BE ENERCsY EFFICIENT TYPE PER F.B.G. ENERCsY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014 5th EDITION R404.1 OUTLET FOR VENT OR MICRO CEILING LANAI IMTD. ILIGHT TOE\ /' BE INSTALLED,,/ � PROVIDEZ/ I \� J -BOX IFOR OPT. ICI I FAN — 13 DINING I ROOM 33 PAN. �33 E 33 PRE -WIRED CLG FAN 3::�24 PROVIDE LIVING DBL STUD / ROOM EA. END / OF / KNEEWALL / UITCLI IN / ABINET 'r OUTLET LL FOR DW 32(jj� �3' PW_DR / ti 22—L N� S� � I tp� r of GFf 1 16 12 / I 33 I 32 33y4 II I / I PRE -WIRED �/ CLG FAN / FLEX 3333 li 33 _ �1 \II 333� / FOY II \ PORCH1 WFD II 13 P B. FOR CHIMES FIRST 2 OWNER'S 241 32 4 SUITE PRE -WIRED CLG FAN 24 / / / / 24 rt S.D. S®O ' / 24 I"I 2 I 1 I --32 I \ / 24 Nk 22 ` W.I.C. \\Q o. K,, BATH 24 I � \ I 22 P� \ I 444 — \ �3 LL lY o \ KEYLESS FIXTURE WALL MOUNTED LIGHT W/SWITCH IN ATTIC 3b GFI GFI �Lt-j W/ OPT 6 WH LAV \ - BOLLARD AS REQ, PER BLD[ CODE IRRIGATION OUTLET a 48" APP. 28 GARAGE Cz1k I ----------- OPT. COACH FLOORLIGHT ELECTRICAL PLAN Ir METER FIELD VERIFY LOC. PROVIDE SQ-D "00' PANEL LOAD CENTER OR EQUAL. SERVICE 120/24OV, 1PH, 3w MINIMUM BREAKER AIC 1OK BUS RATING: 200 AMP LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT. NO. MIRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 121 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 41 8 35 CONDENSER RANGE 50 6 5 6 1 10 25 WATER HEATER RANGE 50 6 7 8 1 10 25 WATER HEATER CLOTHES DRYER 30 10 9 101 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 121 12 20 LAUNDRY RECEPTACLE GARAGE LIGHTS AND RECEPTACLES 20 GFCI 12 13 141 12 20 DISH WASHER DISPOSAL 20 12 15 161 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI 12 17 18 12 1 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 201 12 1 20 GFCI KITCHEN APPLIANCE RECEPTACLES DINING ROOM RECEPTACLE(S) 20 AFCI 1 12 21 221 12 1 20 TOILET ROOM RECEPTACLE(S) TOILET ROOM RECEPTACLE(S) 20 AFCI 12 23 24 12 15 AFCI OWNERS SUITE LIGHTS AND RECEPTACLES BDRM. #2 LIGHTS AND RECEPTACLES 15 AFCI 14 25 26 14 15 AFCI BDRM. #3 LIGHTS AND RECEPTACLES BDRM. #4 LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 15 IRRIGATION CONTROLS BDRM. #5 LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFCI BDRM. #6 LIGHTS AND RECEPTACLES UPSTAIR UMNG/LOFTS 15 AFCI 14 31 32 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 33 34 SPARE SPARE 35 36 1 ISPARE SPARE 37 38 SPARE SPARE 39 40 ISPARE NOTES: A. CONFIRM BREAKER AND WIRE SIZES WTH 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 & DATA WIRE TO BE CAT 5 E. CABLE TV WIRE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AID. G. MAIN TO ALWAYS BE LOCATED NEXT TO METER. 200 IMP ELF_G7R(GAL R15ER NOT TO SCALE. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE$= HOUSE PLAN: MODEL "ELLE" LOAD INFORMATION VA 2807 SQFT GENERAL LIGHTING 10 VA PER SQFT 8421 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CIRCUIT AT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 I MICROWAVE 1500 1 REF. 1200 SUBTOTAL OF GENERAL LOAD 38021 FIRST 10 KVA OF GENERAL LOAD AT lOOX 10000 REMAINDER OF GENERAL LOAD AT 40X 26821 VA x .4 11529 TOTAL NET GENERAL TOAD 21529 4 TON HEAT PUMP#1 28 AMPx 240 VA- 0720 2.5 TON HEAT PUMP#2 21 AMPz 240 VA= --- 10 HW ELECTRIC HEAT AT 65X 0500 5 M1r ELECTRIC HEAT AT 85% -- NET GENERAL LOAD 21529 NET TOTAL HEAT 13220 TOTAL IOAD 34749 + 1OX FOR FUTURE GROWTH 38224 CALCULATED LOAD FOR SERVICE 36224 VA/240 V= i69.28 AMP 200 AMP SERVICE NOTE: ALL BREANERS SERVING HABITABLE RECEPTACLES SHALL BE ARC -FAULT TYPE PER 14M 210-12 REQUIREMENTS. NEUTRAL CALCULATION: LIGHTING, ALLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA m 100%, REMAINDER * 35% NET LOAD: 6,949 VA RANGE: 12,000 0 109e 8,400 VA DRYER: 5,000 a tog. 3500 VA TOTAL 18,849 VA NEUTRAL AAPACITY: 18,48'3 / 240 = IS A 1*2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3 2/0 CU, 1 06 CU GND 2'' CONDUIT OR PROVIDE 3 4/0 AL, 1 04 AL GNP IN 2'' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVERHANG.) GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF 1 1 THE FBCR 5TH EDITION (2014), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 200 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 "2/0 COPPER (CU) IN 2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 04/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 2f00AAIP MCB COMBINATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN NEMA 3R ENCLOSURE 200 AMP 120/240 VOLT I PHASE MLO PANEL TELEPHONE GABLE SERVICE TELEVISION ENTRANCE SERVICE EQUIPMENT ENTRANCE EQUIPIME1Nt INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS - 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014) DIA X 8 FT LONG COPPER CLAD GROUND ROD 1 N. RONALD REAGAN BLVD.. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 F pq 57 a U "s 0 F a U q F F IsVSEim ao LOT: CREEKSIDE EXPRESS LOT #102 PiiOJ]RCT# 04321.000 a OD= 4EJB "2807—ELLE" GAP.A0$ 81WINa. RIGHT P FIRST FLOOR, ELECTRICAL PLANT 160 MPH EXP. C MELBOURNE ARCHITECT STATE OF FLORDA 11/21/16 A R C H I T E C T; I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wnw.abdesigngroup.com AA #: 0003325 F W IS 0 F 4 V h A F F �'�. �' TiaV i. CREEKSIDE EXPRESS LOT #102 F1ton=T# 04321.000 mom 4EJB "2807-ELLS" GARAQZ 911XKG: RIGHT F an SECOND FLOOR ELECTRICAL PLAN L160 MPH. EXP. C ii[iwleMwftle 8CAUM 1/4"=1'-0" 1 F W W U W t. 0 F i.7 h W 4 CW, Q F fn4Y: CREEKSIDE EXPRESS LOT #102 p�cT� 04321.000 moan 4EJB "2807- ELLE" atwaa$ gWnM: RIGHT PAO& - FIRST FLOOR H VAC P LADY 160 MPH EXP. C MELBOURNE i ELLS EQUIPMENT SCHr=DULE 5 TONS MFG CARRIER CU 25H5C56OA A-IU FV4CN8006 FIRST FLOOR HVAC LAYOUT PLAN ls=At SEER SKID 14.5 SEER TOTAL CAP 56500 ELECTRIC 208/230/IPH IBRKR CU 50 AHU 35 REF LINES 7/8' 4 3/8" BDRM. #5 10Xfr6 rt5 cFM 5" imi 45 G M SX4 45 cFM LLJ - 4" 12X6 LL_ PA55 16" THRU ,= N - - � I2,- 5" BDRM. #4 LOUVER BDRM. #3 4" PLANTATION 12" IW-04 2'S' MAX AIR 584.15 CAM 3 ) 6" 10X6 20 cFM 411 UPSTAIRS LIVING UPSTAIRS LIVING ,ow SX4 45 CrM I �'1 I �o I Its 4" 12X5 PPS 12X8 PASS TPRU ---47 Ftl SX4 45 cEM 3' ffIoXb 120 GPM 1 BATH 2 I -W.I. C J 45 GFM 10X6 120 cEM BDRM. #2 I I I 1 I I I I I I I I I i L- - - - - - - - - - - - - I I � I I I I L - - I I I - J 11 �111 it i� II 0•; 0 1 ll MR101 F W w U W 0 E 0 F A F; MGM. M. a LOT: CREEKSIDE EXPRESS LOT #102 PROJECT# 04321.000 moazme. 4EJB "2807—ELLE" GARAGE owngQ: RIGHT PAQS. SECOND FLOOR H VAC PLAN 160 MPH EXP. C OUR E MM, 0 9 2©11 DA ` 11/21/16 09CALM 1/4"=1'-0" 11 A R C H IT E C T S Jv (D b REM VIEW L / T POUR CELL STUDS I6' M x SEE ENERG _ A MAXSTUD W/ R4811LAtl 8 •3 ' L. AIOK 280117 PSI • 78 DAYS d TE I�`./ I 9�1� SEQI T. t0 SLAB UU �' SECUI� MIT PLATETO SLAB W/ 10d CONC. SLAB REINFORCED W/ WASWPLATE 70 6LAO W/ j' EMBED. • 37' Or, MA)(ER,' MASONRY NAIL • 9Z' O.G MAX " NO°ING� Imo" i >< 6 - WI.4ANA WU1M. �IA' GYP. 11L. W. ANCHOR BOLT W/ 2' WASHER 7' EMBED. MIN. • 32' a MAX 0'-0' FIN. FLR _ WOOD BASE z OP d' CAVG. I�INFORGED W/ 6'X6' 74-LC42N -• • _ '. ° w z a WL4XUJI.4 WW= OR FIBERMEBH ON ..EINFORCED W/ 6'Xb' WAXWIA 4' OONC. REINFORCED UI/ 6'X6' WIAXWL4 4' CONC. REINFORCED W/ 6'X6' WIAXWIA •�' " GHA�R _ IL z fb-MIL. VAPOR RETARDER ON , /I ERMEBH ON 6-MIL. VAPOR � WUF OR FIBERMESH ON 6-MIL. VAPOR UAIF OR FIBERMESH ON 6-MIL. VAPOR��I O RETARDER oN LLELL-COMPACTED CLE i tE TREATMENT TO L U FILL. TERMITE TREATMENTTO DEBORA-CARE APPLIED Ar FRAMING. OE APPLIED AT FRAMING. BORA-GAQGE AFRIED AT FRAPIMG. a, 4, BORA-CARE APPLIED AT FRAMING. - I� rARDER cN u�LL-cd•iPacrED cLEAnz FILL.YEICNTIT'E TREATMENT10 $E LTERYI TI�ATMFJdT TO BE ILL. ;" -'�'I'(3) 9 REBAR ON LIE A > ON WELL-GOIMPACIED CLEAN C44 �I �" v-m I'_¢„' C2) 5 REBAR ON CHAIRS Z _�, I_ l2) b REBAR ON GNA(RS 12' MIN BELOW GRADE O `n ..._�. IN FOFEGR'.UND a II. .1 (2) 5 REIBAR ON CHAIRS L 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. 2 AT L.B.W. W NO -UPLIFT) 3 �1 NOT USED SCALE: I/)'.I'-0' SCALE: I/U'=I'-0' SCALE: 1/2"=1'-0' SCALE: I/A'=1'-0' U Ly W. t �:� �. . . ,.. 4' CCNG, REV. W/ 6'xi' WIAXWIAO WILM ON w 6-MIL POLY ETHYLENE VAPOR RETARDER �'� PEI i'xi' WIAXWIAO L > ON DELL-COMPAC I�EP CLEAN FILL TERMITE -MIL L ETHYLENE VApoR STUDS 16' OC. MAX Y STUDS K' Or- MAX O TREATMENT SHALL BE BORA-CAKE SECURE P.T. BT AtE y ON WELL -COMPACTED CLEAN/,.,^` HEAD OK GARAGE !U b REBAR ON GF4AlIWB 4° , FILL ITE TREATMENT SHALL BE SECURE SiOTtOM PLATE T S7�Ry� ` SECURE BOTTOM PL S W/A4" VARIES WITH SLOPE MASC�IRY • O M BORA-CARE SIMPSON SP4 •32' OG `i\�/j SIMPSON SP4 •H2' O 4 THICKEN EDGE AGE STEP-UP HEIGHT OF GARAGE SECURE BT. PLA i' BECU� B7. i0 SLAB J'x9' SCALE: I/J'.I'-0' HEIGHT G GAR/YtE SECURE SIT. PLATE TO SLAB W/ 10d N—BEARING VARIES W17H SLOPE AyG OR BOL wASHER EMBED. VARIES WITH SLOPE ANCHOR T W T' EMBED. 5 MIN. • 32' MAX MIN • 32' AX MASONRY NAIL • 32'Or- MAX w 'EPDXY NOT qW D EXPANSION 'EPDXY NOT D FOR EXPANSION E. I/!'=1'-0' � BOLTS To iy ? 4' OONC, RE'F. W/ 6'x6' WIAXWIAO WATTON 6-MIL POLY ETHYLENE VAPOR 1 RETARDER ON DELL -COMPACTED CLEAN z4 (� . - - I-0. -� >. , .G ' - ° FILL TERMITE TREATMENT SHALL BEazw'nREINFORCED W/ 6'X6' WL%XWL4 '- BORA-GLARE L O ° n� c 4'CONG. REINFORCED W/ b'X6' WIAXWIA 1 - 4' C24Q REINFORCED W/ 6'X6' WIAXWIA4' LONG REINFORCED W/ 6'Xb'WAXWAFIBERME8H ON 6-MIL VAPOR w UM ONWLF OR FIBER'7ESH ON 6-MIL. VAPOR WAIF OR NDEF41ESH ON b-MIL. VAPORWLLF OR FIBERMESH ON 6-MIL VAPOR aRETARDER ON WELL -COMPACTED CLEAN .I6-MIL POLY ETHYLENE VAPOR RETARDER ,n O q I -¢ I . .. FBORA-CAS APPLIED AT FRAMINCx EAN z BORA-CAoE APPLIED AT FRAMING. > FILL. TERMITE TREATMENT TO BE TREATMENT SHALL HLEAN MI CAI ITE O ER ON WELL COMPACTED m u 4" FILL TERMITE iREATMEN7 70 S1E _ O IC RETARDER ON DELL -COMPACTED CLEAN RETARDER ON DELL -COMPACTED CLEAN z w'l2) 5 REBAR ON CHAIRSi ITE TREATMENT 70 BE F FILL. 1ERMIIE TREATMENT TO BE(1) b REBAR v-a" (2) b MBAR ON CHAIRS a, 4. (3) 5 REDAR ON CHAIRS "�8 REBAR ON "IRSFlr.AT'I2'Xx O a^ . I -m"BORA-CARE APPLIED AT H3AMMG. O a" a"E' C2) 5 MBAR ON CHAIRS >,.., :__ z � 4', 6' =o GARAGE STEP-UP E -a. GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W. GARAGE STEP-UP -� 1—STORY FOOTING NON —BEARING UPLIFT L/�� 2—STORY L.B.W. W UPLIFT 68L.B.W. W/NO UPLIFT /v W NO UPLIFT &L�B.W-j� SC=1 6A SGALE: 1/2"=1'-0' SGALE: I/2'=1' 6C E sCADED FOOTING AT FRONT PORCHES EXTENDED STEP EMWALL roDEMIN.3ccunes • -0 SGALE: IR _ GRADE r+- IwCE68 FOR GAS DOOR SECURE P.T. ST L IR'XV AN L R'1' 4' I b'xi' WIAXWL40 WW1 �. • OC (U 5 MBAR VERTICALLT W/ CONC. (V 5 REBAR VERTICALLY - ETHTI.ENE VAPOR _ Wf OOlC. P0411IED CELL ON __ SECURE P.T. BT. PLA O AB POUT�p CELL e, cm t E LL TERMITE TWATME TN SHALL I/J'XB' ANGI-IOR L +-- .. z O a a' ° a' a" SORA-CARE 6-MIL POLY ETHYLENE VAPOR RETARDER ON EMBED. MIN • 4' GONG, F£INF. W/ 6'x6' W44XWA0 WIW`I ON . z p. NOTE: OPTIONAL USE OF m O y_p WELL-GOIMPAGTED CLEAR FILL tERMI7E u - F NOTE: OPTIONAL USE OF cave TE CURB • C'AR'�'E 'L'-ID" ,4" b R�.AR ON CAI-fAIIFS TREATMENT 814ALL BE DORA-CARE t iy c, GONCpEtE CURB •GARAGE , WALLS TO BE DETERMINED BY ,(�.+•y` q 'GONG. REINF. W/ 6'x6' WL4XWA0 LLAI1'I -' WALL' TO BE DETERMINED BY BUILDER BY DIVISION. \ ■ IIII > ON 6-MIL POLY ETHYLENE VAPOR BUILDER BY DIVISION. STUCCO `YJ I@EYARPER ON LLELL-COMPACTED CLEAN ' S70P NCRETE PAD (U 5 I�'VAR ON CHAIR' FILL 1-EIWMIYE T1�ATMENT SHALL BE STOP cum HEIGHT VARIES fc.A E. I/)'.1'-O' GARAGE DOOR FO Q " ' CON REINF. W/ 6'X6' WIAXWAO WAIM - "' f, .f' , BORA-CARE CURB HEK+F4T VARIES LLj w 11 SCALE: I/A' ON 6-MIL POLY ETHYLENE VAPOR i- 1ETARDER ON WELL -COMPACTED CLEAN Cl a FILL TERMITE TREATMENT SHALL BE Y LI z (3) 5 REBAR ON CHAIRS z .T ... ° DORA-CARE n a z L L ro W/ b' ' IA , 1 I' RECE'S FOR = 4' FOR BERMEBH ON 6-MIL. WIAXW -{ �F SfsD. TRACK -!— O ro O 4' OONC. REINFORCED W/ 6'X6' WI.4XWIA _ a L z !2) 5 REBAR aK CHAIRS _ _ y RETARDER ON TREATMENT TO W CLEAN FINISH FLOOR ` (v IMP- T. E � • • FILL. 1EW11TE iREAT'tENT TO BE- £ > a 1 4' _ �.� 4 � q. FILL. TER'IITE TREATMENT TO BE ? BORA-G APPLIED AT FRM11Nfs. - a _ a. m LL BOIW.A-CARE APPLIED AT FRAMING. z R _ I�tARDER ON HELL -COMPACTED GLEAN ° m GARAGE STEP— UP a a ° , (3) b REMAR ON a4AIRS w 4" 2—STORY L.B.W. z4 z� �o a (2) b MBAR ON CHAIRS L ° A GARAGE STEP-UP 6 EXTENDED FOOTING o SGALE: I%1':I'-0' 1-STORY L.B.W. 1-STORY FOOTING 2-STORY FOOTING WUPLIFT ENDED SLAB 11& cu HEIGHT AMES 8 AT GARAGE �A AT GARAGE SLAB AT S.G.D. ffEMXT.EgNDED FOOTING IR' SERVICE OR �SCALE: 1/2'=P-O' SCALE: I'=I' HOWER RECESS FOOTERcaLe: la'=r-m' (U b REBAR VERTICALLY W/ CONC, L PORED CELL y 4' CONC, REINF. W/ 6'xb' WL4XWI.40 lWf 1 SEE ENERGT LADE FORTS FOR _ ON 6-MIL POLY ETHYLENE VAPOR INSULATION RCODE S f - RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE TEXTURED FINISH BORA-CARE 8' cm z � (2) b MBAR ON G+AIRS ,,.^GROUTED BOND BEAM ? I/2' GYP. WL BD. p VARIES PER ELEV. za. u SLAB AT GARAGE TIE VERTICAL �,5AR 4 WOOD BABE r7 SERVICE DOOR To HoRzONTAL z TIE VERTICAL REDAR j eCAL 1R'=r_0 0'-0' FIN FLR W/ 1V, � L ro HORIXONrAL MMOUTM - AJP AL BOND VARIES PER ELEV REBAR W/ 10' HOOG VARE�S MR V. z o T� I NOT USED — — 4' CANC. REINFCXWCED W/ 6'X6' ? ° a E z - WL4XW.4 WLLF OR HI ERMESH oN 14 NOT USED f C n ` GROWTED BOND BEAM 6-MIL. VAPOR RETARDER ON , 4N7t WELL -COMPACTED CLEAN FILL. POUREp LINtEL CCNT. l7YPJ • : TERMITE TREATMENT TO BE PVC e' GMU FILLED CELL (TYP.) FOR GAS LINE L BORA-CARE APPLIED AT ��o� "` U i' I•VC CHASE THRU FOOTING ° FRAMING. - - (3) b REBAR ON CHAIRS 2X WALL FRAMING 8' CMU I -STORY L CI L Qo e' a' .4' , (4)147(1' ANCHOR BOLT6 or (4))i'XT' 1/2' DRYWALL (2) 40 RMAR ON CHAIRS a N J-BOLTS MAP.'' EMBEDMENT W( 2'X2'XI/8' / 2-6tORY n' O WASHER AND NUT SPACED EVENLY FROM 'WOOD BASE (3) lb REBAR ON CHAIRS _ FLOOR TO DONP BEAM, SET IN JOINTS PRIOR TO PILLING (SLEEVED ANCHOR IN ,� 2-STORY FOOTING SOLID POUR ACCEPTABLE REl IT) lj`13 W BLOCK WALL EXT. /INT. FRAME WALL TO '.: � !U 5 MBAR VERYIGALLY W/ CONC, LL SGALE:In"=I'-m' 15 BLOCK WALL CONNECTION SEE PouRCEG SGALE. I/I'.I'-0' INBULATIION R-COD FOR'T6 FOR �' ., 8, d"W L GLEANOUT IWEOUIRED �, G_EANOLLT REQUIRED 4 FOR INSPECTION - FOR INSPECTION 16 GAS LINE THRU�LOCK z W7'OP-WL.B°. _ E WOOD BABE L L I 7 NOT USED Q Zd OONG6°NGML POLY n`Y� VAPOR T I z RETARDER ON DELL -COMPACTED GLEAN 0'-0' FIN PLR PLR E O FILL TERMITE TREATMENT SHALL BE - _ BORiA-GLARE a - TE VERTICAL REBAR A TIE VERTICAL REBAR (I15 REBAR SET IN SIMPSON HIC# .� 70 HORW/ 10' H a ' ° TO HORIZONTAL 0' P `v STRENGTH EPDXY 6' EMBED. MIN ,+ . !2) b MBAR • I -STORY I -L as REBAR W/ 10' HOOK -� �.a MBAR W/ 10' HOOK g !3) b REBAR • 2-STORY z - IX17SIDE REAR TO BE b' PVC CHASE '11-IRl FOOTING 4' CONIC, REINF. W/ b'x&' WIAXWL40 °- �'� �. LAPPE� BOND BEAM 4 WIM ON 6-MI4 POLY ETHYLENE .a ` VAPOR RETARDER ON (U 5 REAR AT CORdERB - O a a -t . (2) 5 REBAR ON CHAIRS .;. '' - W/2S'LAPMIN -'.1- 2-STORY HORIZONTAL/VERTICAL WELL -COMPACTED CLEAN FILL A . O TERMITE TREATMENT SHALL DE -i. I (3)I MBAR ON CHAIRS BORA-CARE 2'-I' MIN. LAP HORIZONTAL/VERTICAL REINFORCING AT REINFORCING TYP. RETROFIT FOR - - PIPE THROUGH F BEARING CHANGE 1-STORY FOOTING A OMITTED DOWELS WKRAgsk AP AT FOOTING TYP. REBAR LAP W BLOCK• WALL C6i�€-R1.-r,r— E: IR'=1'-®' /";AT LINTEL CORNERS D ALL E]xr'7ERIOR F'OOrI']E]RS AT 17I7[`rTISI-I SLAB'S 'T'O B]E MIN. l2" BELOW U]�T]L77CSTUR]B]EIJ SOIL CONTROL DATE: 07/01/15 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w U W ti O F Q. W Q h Q ti evimm2 P. Ae LCiT. CREEKSIDE EXPRESS LOT #t02 PBOJ=T# ,�.,fi�xx=�V04321. 000 iDsma 4EJB "2807— ELLE" fl ARAGE 1911iZM: RIGHT PAO= MONOLITHIC FOUNDATION DTLS/SECTIONS 60 MPH EXP. C JANJ � 9, 11 /21 /16 39dA& _v% 1/4"=1'-0" 8213mm L FIBERGLASS SHINGLE'" OVER *30 FELT PAPEf INSTALLED PER FBCf R9052.1 ON �6" O.S.E SHEATHING OR }" CD: PLYWOOD SECURE! PER FASTENEI SGHEDUL PRE-ENG TRUSS MTL, DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY i-STORY BLOCK WALL SCALE: bEE ENERGY CODE FORMS FOR qSULATION R-VALUES 'GYPSUM BOARD OR i" HIGH TRENGTH CLG. BOARD 0NG. FILLED LINTEL BLK W/ (1) i IBAR CONTINUOUS 'RECAST LINTEL -E E:NERGY CODE FORMS FOR SULATION R-VALUES JNDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 RE5AR VERTICALLY W/ GONG. POURED CELL — 14 P.T. FURRING STRIPS B 16" O.G. — 8' CMU — 1/2' GYP. WL. BD. — WOOD BASE FIBERGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR R9052.7 ON r'6" O.S.B. SHEATHING OR 1' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE: 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ 1/2"x9" A15 w/ 2" DIA. WASHERS, 7" MIN. EMBEDMENT WITHIN 8' OF EA. END, 32" O.G. MAX IN FIELD, CONC. FILLED LINTEL BLK. W/ (1) iS RE'.BAR CONTINUOUS PRECAST LINTEL 5/8" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) S REBAR VERTICALLY W/ CONC. POURED CELL 8" CMU 1-STORY GABLE BLOCK~ � WALL SCALE: 3/4" =1' -O' 2x4 BLOCKING; BETWEEN TRUSSES AT FIRST FIVE: BAYS 4'-0" O.C. CAT SHEATHING SEAMS) STIFPBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE: SEALED ENG. FOR SIZE: AND CONDITION) PRE-ENG WD. TRUSS 24" O.G. MAX. CONT. 2x4 RAT RUN SECURED W/ (2) 12d'6 a EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUE5 5/5" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST GONG. SILL -Ix2 P.T. FURRING STRIPS A 24" O.G. 1/2" GYP. WL. 5D. WOOD BASE 2X4s 2X4w SECURE TO BLOCK 2X4SECURE TO BLOCK uLN4' TAPCONS OR DRIVE PIN, SECURE TO BLOCK W/ W6' TAPCONS OR DRIVE PIN (MIN.;HANK SIZE .145 TAFl OR DRIVE PIN (MIN; SHANK SIZE MIN. HEAD 612 300 (MIN. SHANK SIZE J46 .145 MIN.. HEAD SIZE 300 MIN. EMBEPML�T I Y4') WITHIN 8' C7F EACH END 1 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') MIN.. EMBEDMENT I Ya') NOTE: STRIJGTURAL 2X MUST @E a, CMU IS' Ol MAX #PACMCs NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE t SECURED tHROJCsH WITHIN a' OF EACH END 1 NOTE, STRUCTURAL 2X MUST BE ON OUTSIDE < SECURED WITHIN 8' OF EACH END 1 ON OUTSIDE t SECURED 18' OC. MAX SPACING. TµROUCsI-1 NON-STRUCTURAL %' _LrK' DRYWALL I'X4' OR 1'X'1' P.T. NAILER 2Xb� NON-STRUCTURAL �(u' "TAPCCN 18' OC MAX SPACING ZX6m TI-4ROUGH NON-STRUCTURAL ' MINI I-Y<' EMBEDMENT SECURE TO BLOCK W/2-%, MIN 14s' EMBEDMEP:r INTO TAPOON MIN. IA' EMBEDMENT SECURE t0 BLOCK INTO BLOCK 55"l INTO BLOCK Ix4 P.T. OR 4YX4' MIN. TAPCONS OR DRIVE PIN BLOCK, SECURE TO BLOCK INTO BLOCK WA-114' TAPCONS OR ❑ SECURER FRAME 1 (MIN, SHANK SIZE .14b W!2-%' TAPCONS OR DRIVE PIN EXTEND I-Ya' INTO "LOCK MIN. HEAD SIZE 300 , �y DRIVE PIN (MK 5µANK SIZE .145 'CMU ❑ W/ ' TAPGONS OR DRIVE MIN. EMBEDMENT 1 Y4'J ' p�L (MIN. SHANK 612E .145 8' CIMU MIN. HEAD SIZE 300 'DRYWALL PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 WITHIN W OF EACH END ! I8' O.G. MAX BPACPNG. 'X4' OR I'X2' P7. NAILER MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y,i)N WITHIN 8' OF EACH END t ' on,W I 'X4' OR I'XZ' P.T.PNAILER MIN. , a, OF: ENT I Y4 > WITHIN e' OF EACH END < I'X4' OR DO' P.T. NAILER ❑ 2X8,m 18' O.G. MAX SPACING. ❑ IS' P.C. MAX SPACING. MIN. EMBEDMENT I-YA SECURE TO V_OCK W/J- V*- Oki X 4' MIN. 2X4� 7*1 OB.S. X 4' MIN. WITHIN B' OF EACH END t 18' O.C. MAX SPACING tAPGON6 OR DRIVE PIN (MIN. SHANK SIRE J45 DOUR CASING 2X8t� 6ECl1RE t0 BLOCK WR-afa' DOOR CASING SEA TO BLOCK W!I-I/4' OR DRIVE IN DOOR CASING DOOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIB 300 MIN. EMBEDMENT I Y1) DOOR JAMB OR WINDOW ATTACH TO ZX PER TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 DOOR JAMB OR WINDOW (Milk lMNL SHANK 612E .145 DOOR JAMB OR WINDOW MIN: HEAD 817E 300 ATTACH TO 2X PER ArTACH TO 2X PER MANUFACTURES DETAILS. WITHIN 8' OF SACµ END t HIN MANLFACTURE6 DETAILS. MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') ATTACH TO 2X PER MANUFACTURES DETAILS. MIN, EMBEDMENT I Y4') MANUFACTURES DETAILS. NOTE: SHIM A$ NEEDED TO PLUMB Is' MAX BPACMCs. NOTE: $HIM AS NEEDED TO PLUMB WITHIN 8' OF EACH END 1 IB' O.C. MAX SPACING. NOTE, BRIM AS NEEDED TO PLUMB WITHIN 8' OF EACH END < NOTE: SHAM AS NEEDED TO PLUMB 18' O.C. MAX SPACING. JAMB (DO NOT EXCEED 4') JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +9/4 OR +6/4 3 JAMB !DO DOOR JAMB NOT EXCEED Yl) TO HIACK +1-15/1,Q" JAMS (DO NOT EXCEED 49 DOOR JAMB TO BLACK +9" DOOR JAIB TO HIACK +9-7/18" /�\ WIIiDOW TO BIDCK +9 OR +6/4 WD7DOW TO BLOCK +1-15 SB �' WINDOW TO BLACK +3" �' WINDOW TO BLACK +9-7 18" C' " SCALE: 3)8—`.I'-0' :3 - SCALE: 31V=1-0' SCALE: 3)8. ZX4,a 2X4 or TO r0 BLOCK W/ ' 2X4a� SECURE TO BLOCK W/ 2X4:- SECURE TO B6OC,K W/ ji1' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE TAP�p, OR BLOCKTO PIN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 TAPCONS OR PRIVE PIN (MIN. SHANK $IZE .I45 MIN. HEAD SIZE 30m (MIN. *HANK SIZE .I45 MIN. HEAD SIZE 300 .145 MIN, HEAD SIZI= 300 MIN. EMBEDMENT I Ys') WITHIN MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Ya') WITHIN 49la' MIN. EMBEPMBTUT 1 Y4) WITHM 8' Cr- EACH END t 18' O.C. MAX 6PAG1 NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT 1.41) WITHIN B' CF EACH END t NOTE: STRUCTURAL 2X MUST 8' OF EACH END t OG e' OF EACH END 4 18' OC. NOTE, STRUCTURAL 2X MUST 2X6 BE OUTSIDE < 9ECUR£D IS' O.C. MAX SPACING. BE ON OUTSIDE t SECURED MAX SPACING. MAX SPACING, BE ON OUTSIDE t SECURED TO BLOCK THROUGH THROUGH NON-STRUCTURAL sXn� THROUGFJ NON-STRUCTURAL 2X6SECURE :� ZXba� T}{ROUCsa NON-STRUCTURAL W/2-%` TAPOON6 OR TAFC.ON MIN. I-Ya' SECURE TO BLOCK W!1-I!d' ' TAPGON MIN. I-Yd SECURE TO BLOCK WR-�(u' SECURE TO BLOCK W4-%' X,' 'TAPCON IMIN I-J/4 - DRIVE PIN EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK GONB TAPOR DRIVE PIN (MINI SHANK SIZE .145 TAPCOINS OR DRIVE PIN (MIN. SHANK SIZE EMBEDMENT INTO BLOCK (MIN. SHMmG SIZE .14b (MIN. ®FLANK SIZE .145 MIN. HEAD SIZE 300 .148 MIN. HEAD SIZE -AM MK µFAD SIZE 300 8, Cm MIN. HEAD 612E 300 MIN. EMBEDMENT I Y4') MIN. EMEJEDMENT I Ya') WITHIN , B GMU MM. EM@EDMENT I Ys) WITHIN a' OF EACH END �' DRYW'4LL MIN. EMBEDMENT 149 WITHIN 8' OF: EACH END 1 8' CMU 1$' DRYWALL WITHIN 8' OF EACH END 1 18' Q.C. MAX SPAGMG. B' CMU 1i' DRYWALL 8' OF EACH END t 18' O.G. MAX 6PAGiNG. ❑ V DRYWALL I'X4' OR 1'X2' P.T. NAILER 4 18' O.C. MAX SPACING. 2Xa:m ❑ I'X4 OR 1'X2' P.T. NAILER ND 2X SECURE TO IB' O.C. MAX SPACINCx 2X8� ❑ I'X4' OR I'X2' P.T. NAILER ZXB:m ❑ 1'X4' OR DOI P.T. NAILER OOR CASING 2XOm SECURE TO BLOCK W/J-i(T,' OCR CASING SECURE TO BLOCK STRUCTURAL MEMBER W/l2J@d WITHIN 8' OF EACH SECURE TO BLOCK WA 1/4' ' P.T. X 4' MIN. OOR CASING SECURE TO BLOCK W/Z-i(r' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN [DOOR W//-i�' TAPGONB OR DRIVE PIN END 4 6' TO 8' OC_ MAX TAPGONS OR DRIVE PIN (MINI B,y SIZE (MIN. SHANK 612E .145 MIN. HEAD SIRE 37 DOOR JAMB OR WINDOW (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 JAMB OR WINDOW (MIN, SPANK 6fYE .145 MIN. HEAD 91YE 300 OOR GAGING DOOR JAM@ OR WINDOW .145 MIN. HEAD 812£ 300 MIN EMBEDMENT I Ys') DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y*') WITHIN ATTACH TO 2X PER MANUFACTURES DETAILS. MR'L EMBEDM�UT I Y41) WITHIN TTAGH t0 2X PER 8' OF EACH END 4 18' orMANUFACTURES DETAILS. MIN EMBEDMENT I Y1) ATTACH TO 2X PER WITHIN 8' OF EACH ENP t ATTACH 70 2X PER ANUFACT ORES DETAILS. 8' OF EACH END 4 18' O.G. MAX SPACING WITHIN 8' OF EAl END 4 MANUFACTURE; DETAILS. 18' oo. MAX SPAGMG. MAX SPACING : l AS NEEDED TO PLWB NOTE: $HIM A8 NEEDED TO PLUMB 18' OC, MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB NOTE: "M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') JAMB (DO NOT EXCEED 49 JAMB (Do NOT ExCEED YS) JAMB (DO NOT EXCEED Y41) 2x4 BLOCKING; BETWEEN TRUSSES 'wHERE FIBERGLASS SHINGLE OVER -"X" BRACING: IS PRESENT W30 FELT PAPER INSTALLED PER FBCR R9052.7 ON �j," O.S.B. SHEATHING OR i" CDX PRE-ENG GABLE TRUSS PLYWOOD SECURED PER FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ TT F (2) 12d'e 6 EACH TRUSS TO BE INSTALLED a MID. POINT OF TRUSS SPAN, OR IV-& O.G. MTL. DRIP EDGE MAX. 2x4 OR 2x6 FASCIA PER ; ELEVATIONS l SEE ENERGY COPE: FORMS FOR INSULATION R-VALUES VENTED ALUM. SOFFIT t" GYPSUM BOARD OR ill HIGH StIFFBAGK At ALL STRENGTH CLG;. BOARD UPRIGHTS OVER 4'-10" HIGH IGH (SEE SEALED ENG. Q O t 0 I J 2x4 NAILER fs O.S.B. SHEATHING OR J' CDX 2x4 9 24" O.C. a INTERIOR KNEE PLYWOOD. ATTACHED PER WALL FASTENER SCHEDULE ON SHEET D2 OR 1/2" ZIP SHEATHING SYSTEM GONG. FILLED LINTEL BLK W/ (1)(INSTALLED PER MANUF. SPECS.) *5 Ill CONTINUOUS 1/8" THICK, 3 COAT PORTLAND- CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUM50TEEX GRADE: 'D" PAPER OVER TYVEK BUILDINGS WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR 1/2" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) (SEE DETAIL 5/D3) SECURE GABLE t0 2x6 Ill 1 PLACE W/ 12d'a 8' O.C. MAX SECURE 2x6 PT. PLATE TO BLK W/ J"x''5" ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 7" EMBED. MIN. m 32" OC MAX. 5/B" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED w DIRECTLY TO MASONRY 7 1-STORY GABLE W/ VAULT CLG. 0)� LO C K WALL SCALE: 3/4" = I' -0. 8' CMU 1S' DRYWALL 1'X4' OR I'X2' P.T. NAILER ❑ lx4 P.T. OR %`X4' MIN. SECURE THRU FRAME t EMEND 144 INTO BLOCK W/ a4,' TAPGCNS OR DRIVE PIN ❑ lMIN SHANK SIRE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Ya' WITHIN 8' OF EACH END 4 18' OC. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW i TTAO-I TO Ix PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 41) DOOR JAMB TO BLACK +9/4 OR +6/4 /1�WD7DOEW3 8 H 0CK +9/4 OR +6/4 DOOR JAMB TO BLACK +1-1/2" DOOR JAMB TO BLACK +2 �� DOOR JAMB TO BLACK +9" DOOR JAMS TO BLACK +9 9/4" v in1 WINDOW TO BLACK +1-1/2 ri WBiDOW TO HI.00K +2 I/4 " �. W TO HIACK 9" iu1 WII:DOW TO HIACK +3 3/4" ca SCALE: 3/B'•I'-0' " SCALE: 3/8'=I'-0' SCALE: 3/8'=1'-0' "SCALE: 3/8'=1'-0' FASTENER SCHEEDULE NAIL REWREI"IENTS ROOF DIAPHRAGM USE 1/16" O.S.B. OR 1/2' CDX PLY WITH % RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND V RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. �/� ROOF-SWPATWINCx TO GABLE END FRAME / 3\ ERIOR SHEATHING USE 1/2' CDX OR i/16' OSB PLY WITH % RING SHANK GUN NAILS AT 6' O.G. A PANEL SIDES AND V RING SHANK GUN NAILS 4' OG. TOP 4 BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6' O.G. AT ACCEPTABLE FASTENER FROM AN7 MANUFACTURER. SIZE HEAD LENGTH DIA. TENSILE STR. 801 ROUNDTTODIFIED 1 7/8" 113 IT0,000 OR T loci ROUND,MODINED 21/8, .128 110000 OR T NOTE: NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION I. 0.113 INCH NOMINAL SHANK DIAMETER 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. 16 TO 20 RINGS Ill INCH 4. 0280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHINGI� BUILDING LENGTH zW 'DW y w NOTE. TYP. EXT. SHEATHING AttACHMENt q Q FOR SHEAR 4 UPLIFT (OS$. TO BE STRUCTURAL N GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT a OPENINGS Z 1.: u� �Rl 5I4EAT4NG LA1' l AND ENDWALL PRAGING FOR G,45LE END FRAMING s "8 RING SHANK GUN NAILS m 4' OC. TOP E SOTl-OI"1 EOGE5 0 e PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) *5 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS a 16" O.C. 8" CMU 1/2" GYP. WL. BD. WOOD BASE NOTE: PER 1=5GR 905.2.7 -FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SY5TEI" I IS REQUIRED. FOR R001= SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6751 2X6 P.T. SECURED TO IX4 DIAGONAL BTM. MASONRY w/ 1/2"x5' AB. w/ —� CHORD BRACING:. 2" DIA. WASHERS, 7" MIN. SEE PLAN FOR EMBEDMENT WITHIN 8' OF LOCATION EA. END, 32" O.G. MAX IN PRE-ENG'D WOOD FIELD. TRUSS (TYP) a 24' O.C. MAX SIMPSON 8 BETA-I (TYP) VERIFY W/ TRUSS PLAN CONC. POURED O LINTEL COURSE *8 2' DECK SCREWS a 6'-8' O.C. MAX a EDGES t 12' O.G. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" TAG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS IX4 GYP LATERAL RE-INF011 36' O.C. MAX a TRUSS BTM. CHORD, SECURE W/(3) 106 NAILS a EA. TRUSS CHORD GABLE END BRACING - 0" — *8 RING SHANK GUN NAILS a 6Ot. IN FIELD TYP. EXT, SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO ME STRUCTURAL GRADE) A R C H I T E C T S pDeSI Design �ul nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W C, ti w t�J w 4 0 W A h I F x CREEKSIDE EXPRESS LOT #102 P1�J�CT� 04321.000 NOEVEM9 4EJB "2807- ELLE" QAP.#AI%'IC 81MTCi: RIGHT PAQ� SHINGLE MONO. SECTIONS & DETAILS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA apjjj 11/21/16 SCAld= 1/4"=1'-0" 1 0 FIBERGLASS SHINGLES OR ZIP SHEATHING SYSTEM OVER "30 FELT PAPER 3 (INSTALLED PER MANUF. SPECS.) INSTALLED PER FBCR 2x4 BLOCKING BETWEEN WRB LAYER "1, RS05.21 ON F6" O.S.B. TRUSSES At FIRST (5) SHEATHING OR �" CDX BAYS 4'-0" O.C. (At SEAMS) WRB LAYER #2, FORTIFIBE S PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING PER FASTENER R SCHEDULE EMBED. STRAP •30 FELT PAPER INSTALLED BUILDING PAPER ym VERIFY W/ TRUSS PER FBCR R505.2.T ON �" METAL LATI-I PRE-ENG WD. TRUSS PLAN O.S.B. SHEATHING OR I' CDX FRAME TO 24" O.C. MAX. PLYWOOD SECURED PER BLOCK FASTEN TO WOOD STRUCTURAL FASTENER SCHEDULE CONNECTION a MEMBER -T` O.G. MAX MTL. DRIP EDGE rl SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE rig +, PRE ENCs WD. TRUSS 24" O.0 SEE DETAIL 15/DI �•.�_ INSULATION R-VALUES 2X4 OR 2X6 FASCIA - MAX. 7/6" TEXTURED 2X4 OR 2X6 FASCIA 5/8" GYPSUM BOARD OR 1/2" INISI-I WOOD PER ELEVATIONS HIGH STRENGTH CLG. BOARD PER ELEVATIONS coNT. 2x4 RAT RUN SECURED �, "M" TYPE CONTROL JOINT DOUBLE TOP PLATE T I "1 W/ (2) 12d's ® EACH TRUSS � X:. VENTED ALUM. SOFFIT WINDOW HEADER SIZE VARIES ` SEE ENERGY CODE FORMS FOR u 1/2, GDX OR 7/16" fix, INSULATION R-VALUES PER WINDOW OPENING SEE OSB SECURE to ROOF TRUSS UPLIFT �, fo" METAL LATH STRIP HEADER SPAN CHART FOR 5/8" GYPSUM BOARD OR CONNECTOR NOT WALL PER 1/2 CDX OR i/16 OSB FASTENER CLARITY (SEE 6 WIDE STRIP SELF �� DETAILS � 1/2' HIGH STRENGTH CLG. SHOWN FOR SECURE ro WALL PER BOARD SHOP DWGS.) ADHESIVE FLASHING, GLEAN FASTENER SCHEDULE WINDOW ATTACHMENT AS PER SCHEDULE ON DOUBLE TOP PLATE ON SHEET p2 MANUFACTURES SPECIFICATIONS SHEET p2 - WINDOW HEADER SITE VARIES MASONRY BEFORE APPLYING OR 1/2 ZIP SHEATHING WINDOW SILL R I/2" ZIP SHEATHING SYSTEM (INSTALLED PER YSTEM (INSTALLED PER WINDOW OPENING: SEE MANUF. SPECS.) Q 2x6 STUDS A 16" O.C. MAX W/ PER MANUF. SPECS.) HEADER SPAN CHART FOR TEXTURED 3 , INSUL., SEE ENERGY CODE DETAILS FINISH a MASONRY 7/5" THICK, 3 GOAT FORS FOR INSULATION 1/8' THICK, 3 COAT WINDOW ATTACHMENT AS PER EXTERIOR WALL 8" GMU CEMENT PLASTER R-VALUES CEMENT PLASTER MANUFACTURES SPECIFICATIONS SHEATHING (SEE APPLIED TO METAL, 3d' T 4 G SUBPLOOR GLUED AND APPLIED TO METAL WINDOW SILL NOTES) FASTEN EACH STUD LATH OVER 2 LAYERS SCREWED AS PER FASTENER LATH OVER 2 LAYERS 2x6 STUDS m 16' O.G. MAX W/ TO DBL. TOP PLATE OF GRADE 'D" ' BUILDING PAPER OR SCHEDULE ON SHEET D2 OF GRADE "D" INSUL., SEE ENERGY COPE W/ USP SPT24 NAIL PAPER BACKED LATH BUILDING PAPER OR FORMS FOR INSULATION PER MANUF. SPECS. OVER AN APPROVED PAPER BACKED LATH R-VALUES APPROVED HOUSE WRAP OVER AN HOUSE WRAP i" T 4 G SUBFLOOR GLUED AND SCREWED A5 PER FASTENER C T I 0 N AT T O P SCHEDULE ON SHEET D2 VERTICAL CONTROL BETWEEN -; OF EXTERIOR WALL DETAIL 5 — SCALE: NTS 4 IS S IMILAR MATERIALS PRE-ENG FLOOR TRUSS SCALE: 3 =1 0 (INSTALL PER MFG. SPECS.) CON(, FILLED LINTEL _ �" GYPSUM BOARD OR }' HIGH Imo'' ZIP SHEATHING SYSTEM (INSTALLS BLK W/ (1) wo REBAR STRENGTH CLG. BOARD DETAIL 5 PER MANUF. SPECS.) OR ` WOOD SHEATHING CONTINUOUS IX2 NAILER/DRAFt STOP PRE-ENG FLOOR TRUSS 1 (INSTALL PER MFG. SPECS.) WRP LAYER #1, " GYPSUM BOARD OR �" HIGH x.. STUCCO WRAP SEE ENERGY CODE FORMS FOR STRENGTH CLG. BOARD WRB LAYER *2, EORT11=1BER INSULATION R-VALUES IX2 NAILER/DRAFT STOP PREcAsT LINTEL BUILDING: PAPER CONC, FILLED LINTEL BLK W/ (1) �`` METAL LATH WINDOW ATTACHMENT AS PER "5 REBAR CONTINUOUS THICK3 COAT �/ MANUFA"C%RES SPECIFICATIONS SEE ENERGY CODE FORMS FOR WOOD 7/5 TEXTURED ND 5/8" THI PORTLACK CEMENT // PRE -CAST CONCRETE SILL INSULATION R-VALUES CONSTRUCTION I �� FINISH 'm WOOD PLASTER APPLIED PRECAST LINTEL DIRECTLY TO (1) � RIrBAR VERTICALLY WINDOW ATTACHMENT AS PER `,x FASTEN TO WOOD STRUCTURAL MASONRY W/ GONG. POURED CELL MANUFACTURES SPECIFICATIONS h'IEMBER e 7 O.C. MAX 5/8 THICK, 3 GOAT S GMU Ix2 P.T. BURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL ' �' 3/4" T 4 G SU>FLOOR GLUED STRIPS ® 24" O.G. PLASTER APPLIED 78" TO 14" MID -WALL AND SCREWED AS PER 8" GMU DIRECTLY TO (1) 05 REBAR VERTICALLY WEEP SCREED FASTENER SCHEDULE ON 1/2" GI ITr, WL. BD- MASONRY W/ CONC. POURED CELL SHEET D2 Lu WOOD SASE Ix2 P.T. FURRING = Z d z -0 n ( 0'" STRIPS m 24' O.G. �� fvFIN. FLR. S" GMU = FASTEN EACH 2X4 RIBBON W/ ° Q w 1/2" GYP. WL. BD. (5) 12d NAILS EACH TRUSS. BTM. RIBBON TO BE P.T. z < WOOD BASE -6" WIDE STRIP SELF O'-o" ADHESIVE FLASHING, CLEAN PRE-ENG FLOOR TRUSS FIN. FLR MASONRY BEFORE APPLYING (INSTALL PER MFG. SPECS) L GONG. FILLED LINTEL BLK W/ L a FINISH m MA5ONRY (1) *5 REBAR CONTINUOUS 2—STORY 2—STORY WALL WALL • ` WEEP SCREED DETAIL RIBBON 1 SECTION SECTION WOOD TO BLOCK CONNECTION FASTENING DETA][L SCALE. 3/4"=1'-O" SCALE. 3/4"=1'-O" SCALE: 3"=1'-0" CONTROL DATE: 12/13/12 SCALE: 3/4"=1'-m" FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES OVER •30 FELT PAPER OVER •30 FELT PAPER PRE-ENG GABLE TRUSS NOTE: EXTERIOR WALL STUDS INSTALLED PER FBCR S StIFFBACK (SEE SEALD TRUSS INSTALLED PER FBCR AND A6 ENEPD AS SPACED R905.2.1 ON OSB. SPF STIFFBACK (SEE 5EALp TRUSS DIAGONAL BRACE g �sHaiN FOR cL RToni e 6 SHOWN WITH ONE ENG. PACK FOR SIZE 4 CONNECTION) R905.21 ON � O.S.B. I P ADDITIONAL STRAP AT ENG. PACK FOR SIZE < CONNECTION) CENTER OF TRUSS SHEATHING OR �" GDX 2x4 SPF BLOCKING BETWEEN SHEATHING OR° CDX 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST ASTEN STUDS TO BLOCK WALL r 8 3 EACH WINDOW KING STUD PLYWOOD SECURED TRUSSES At FIRST C5) BAYS 4'-0° PLYWOOD SECURED TRUSSES AT FIRST (5) BAYS 4'-0" RIDGE. DIAGONAL WITH usR AS SHOWN. STRAP wrLL�, PER FASTENER PER FASTENER FASTENERS As SHOWN. INSTALL SCHEDULE O.C, (AT SHEATHING SEAMS) O.G. (At SHEATHING SEAMS) BRACE TO BE R ANY STRAP • EA. END a SPACE MIN (IO) D ( COMMON 1 1/2' NOTE: SCHEDULE SPAN 15'-0" OR stRAPs AS FOLLOWS: a , 1 INTO STUD (0.145 PIA X I I/2' DIAGONAL BRACE u� MTL. DRIP EDGE GREATER. REFER TO -1T0 MPH 'C': 32' O.C. LONG) MTL. DRIP EDGE TRUSS ENG. FOR _ism �+ 'C 32 O.C. i 1 PRE- W . tRUS 2 CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA HIGHEST RIDGE. DIAGONAL PER ELEVATIONS PRE- G Wp. TRUSS DITIONAL 140 M 24 ADPHc' 46' O.G. 2X4 OR 2X6 FASCIA O.G. MAX. BRACE TO BE m ANY SPAN SECURED W/ l3) 12d O.G. MAX. HORIZONTAL TRUSS roP of stub WALL _ PER ELEVATIONS '-0' OR GREATER. REFER NAILS REINFORCEMENT. soSOLEPLATE 15HOLES W/ 1EMM RAINING AILS INTOP SECURED W/ (3) 12d SECURE TO TO TRUSS ENG. FOR SEE FASTENER SECURE t0 0 -0 t0 30 -0 (I) WOOD BACKING 3 TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE /2" CDX OR -1/16' OSB (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1' TO 60'-0" (3) DO NOT PLACE SCREW IN NAILS SECURE TO WALL PER A T NE PAt E 3NAILS X-BRACE (1) X-BRACE TOP .s TOP HOLE NEAREST To TOP FASTENER SCHEDULE 0 -0 t0 30 -0 ll J I D R /I S m CENTER AND (2) MASONN RY WALL OF GMU BLOCK WALL X-BRACE SECURE t0 WALL PER BRAGS DIVIDED C NNr=CT BOTTOM OF ON SHEET D2 30'-1' r0 60'-0' (3) FASTENER SCHEDULE EQUALY FROM CENTER STRAP TO GMU BLOCK WALL OR I/2" TIP SHEATHING X-BRACE (1) X-BRACE ON SHEET D2 TO END W/ (1) 3/16' DIA. X 1- 1/4' $YSTEM (INSTALLED PE� ;,� , a, ,r-"��`,< �'J,'�,`/�' LONG TAF'C�ON MASONRY A OF SPE 5.) CENTER AND l2) �R I/2 ZIP SHEATHING ._ xcs � Gnu BLocK WALL SCREWS BRACE DIVIDED SYSTEM (INSTALLED PER CONT. 2x4 5PF RAT RUN SECURED W/ WEEP SCREED, SEE - CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER MANUF. SPECS.) 2—STORY DETAIL 5, 5HEEt D3 - (2) 12d's g EACH TRUSS TO END C2) 12d s EACH TRUSS 2X6 P.T. SECURE W/ (2) 2x4 N2 S.Y.P. DIAGONAL BRACE W/ GABLE END (2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ 632" O.C. MAX. OR 1/2"X9' ANCHOR (3) 12d's tv EACH TRUSS DIAGONAL GABLE SIMPSON META-24 a l3) 12d s s EACH TRUSS DIAGONAL CROSS X-BRACING TO COVER 5-TRUSSES EXTERIOR STUD WALL CONNECTION BOLL 32" O.C. MAX. X-BRACING TO COVER 5-TRUSSES r% 32 O.C. MAX. BRACING NAIL GABLE TO 2X6 1 X—BRACING DBL TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH 8 TO FIRST FLOOR MASONRY WALL W/ 126 NAILS 6" O.G. STRENGTH GYPSUM BOARD D I/2 HIGH SCALE: 3/4"=1'-o 2X STUD 16' O.G. MAX. STRENGTH CLG. BOARD SCALE: 3/4"=I'-(7>° 3 gcALE: NTS MAX. STRENGTH CLG. BOARD A R C H I T E C T S .1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 rA w h w 0 F 4 U W A F a x BTJIWIV. a LOT: CREEKSIDE EXPRESS LOT #102 F DMWT04321.000 Xoaa� 4EJB "2807- ELLE" wltAGE ®WXKG: RIGHT PAOM SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C AFICHITECT: STATE OF: R-OFUDA 9 vi ap 11/21/16 95CALB: 1 /4" =1' — 0" +'NOTE= NAIL_ 54EAT4NG TO ALL 2X A5 PER EXT. 6N1=AT4NG NAILING, 06 4" O.G. MAX Ec)G=5 4 0"-&" O.G. MAX IN T'NE 1=11=Lp 2x RIDGE ONE SIZE LA�sER THAN RAFTER SITE NAILS SECURE 2x6 MIN. t0 BLK W/ (2) "X8' A -BOLTS 4' EMBEDMENT MIN. A W/ 2'X2"XYs WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (4) GUN NAI)12d LS GARAGE DOOR H IN JOINTS PRIOR TO PILL I DBL. TOP PLATE 2x4 COLLAR TIE AT EVERY OTHER DBL. TOP PLATE 2X4 IS" O.G. MAX. ` _ RAFTER W/ 2x4 16' O.G. MAX, SECURE 2X4 TO LJ 0 MIN. (3) 12d NAILS OR MIN. (4) 106 GUN NAILS WOOD W/2-12d a 6'-8' O.G. STAGGERED �> 2x RAFTERS o SECURE 2X4 W/ 2-1/4' SECURE 2X4 W/ 2-% TAPCONS OR DRIVE PIN Ix8 NAILER SECURE TO TRUSSES - TAPGONS OR DRIVE PIN (MIN. 6HANK SIZ£ .145 MIN. (MIN. SHANK SIZE .145 MIN. HEAP SITE 300 MIN. L SECURE 2x4 ON ❑ BELOW W/ 2a HEAD SIZE 300 MIN. WI I W/IN EMBEDMENTTO FLAT TO BLK (3) 10d GUN NAILS EALTRU S - EMBEDMENT 1 Ya' WAN 6' EA END NOT TO EXCEED EA END N07 ro EXCEED p I' ARC{-IUJA r W/ CUT NAILS. BT. PLATE 8' O.C. SIDES: IS' O.G. MAX 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 BT. PLATE -i )5'X8" A -BOLTS 4' EMBEDMENT MIN. 0 CREATE VOID FOR STRAP 2X4 SOLID I - W/ 2'X2'A WASHER AND NUT PENETRATION SECURE TO T 1/2, CpX SPACED EVENLY FROM FLOOR TO ROOF DECKING OVER 2X4 SOLID BLOCKING I/2' COX WITH MIN. 2-12d BLK E NO - - GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. PRE ENG TRUSSES SECURE t0 SHEATHING WITH MIN. TO PER BLK 1-2X6 PT BLOCK a CENTER OF PRE-ENG. TRUSS - EA END EXTERIOR ARCHWAY EXTERIOR ARCHWAY n DOOR HEADER WKI) A'X8' J-BOLTS 4' EMBEDMENT W/ 2"X2'XYs' WASHER L ALTERNATE CONNECTION �n1 CONY. FRAMED ROOF M5TA-24 RAFTER TO BLK'G WITH WINDOW SCALE: In"=1'-0' AND NUT. SCALE: 1 BETWEEN TRUSSES SCALE: In'=I'-0' 2X4 SECURED TO " 111E UPLIFT GABLE ENG W/(2)12d J NOTES: U CONNECTOR VERIFY W/ASS SIMPSOM PTSM20 6'-8' O.C. FRAMING PLAN W/10 106 TO TRU55 ALL ANCHORS SHALL BE IN ACCORDANCE TO 2X4 SECURED TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE OUBLE TOP PLATE AND (4) I/4' x 2 < GABLE END SUCH INSTRUCTIONS ARE MORE STRINGENT TAPtCON W/(2)12d4EA. UPRIGHT RIPPLE STUDS a I&' O.C. POUREDLINTTO EL �•.� ��--;�= ��, GARAGE DOOR MAX 51MPSON LSTA-12 a EA. JACK SIMLLPSOM HEADER SIZE PER BUCK ATTACHMENT (Iv HTSM20 3 SCALE: In'=1'-®° SPAN CHART. STUD, BOTH SIDES OF INSTALLED ON OFIP051 E `\- OPENING. FACES OF LOCK WALL 2x STUDS a 16' O.G. MAX W/ W/10 10d TO TRUSS ' CDX PLYWOOD / - ,> f — �(( GABLE BLOCKING TRUSSTRUSS2x4 BLOCKING I DOOR SHEATHING. SHEATHING TO BE WITHIN ' OF WINDOW/ DOOR AND (4) 1/4' x 2 1/4" TAPGONS TO GONT I NING OPENING AND SECURE PER POURED LINTEL a EA, RAFTER EA _ RAFTER H2.5 EA RAFTER \ _ 2x4 RAFTER a 24' O.C. 2x4 FRAMING (tYP) CLOSED VALLEY FLASHING DETAIL FRAMED OVERHANG 5 6 N T.S. N.TS. 2X4 DBL. SP4a32' OC. MAX 2>t4 DBL. 2X4 TOP PLATE 1/2" CLG. BOARD TOP PLATE TOP E BOTT TpP PL TE PRE-FAB PRE-FAB -DAB TRJ58 In' CLG. BOARD TRUSS 1/2 CLG. BOARD TRUSS TRUSS In" CLG. BOARD GOAT. METAL 2X4 WOOD In' DRYWALL TRACKS, TOP « STUDS BOTTOM O.C. �1/2" DRYWALL In" DRYWALL 2X4 WOOD STUDS alb" SS SCHANNEL SWAPPED O.G„ UAN. MOLC�KINTG' 2X4 WOOD LOCKING STUDS 24' O.G. W/ MID -WALL SECURE BT. PLATE STUDS a24' MID -WALL Off. LAYER OF In' SECURE Bt. In'X9' TO SLAB W/ 10d TYPE GYPSUM MASONRY NAIL a WALLBOARD W/ PLATE T S In' DRYWALL 32 NT 32" O.C. MAX ATTACHED TO EACH O NAIL a 32' 2X4 PT. SIDE a 12, O.C. MAX SEE FOUNDATION I®LATE CONC. SLAB FOR DETAILS CONC. SLAB CONC. SLAB C. SLAB SEE FOUNDATION e, FOR DETAILS SP4032' 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) 8 (NON—gylNO�N—BRG.) BRG.)ALE:I/2'=I'-0" SCALE: In' SCALE: In"=1'-O' LE:I/2'=I'-0" a a 4 ° ° PRECAST LINTEL 4 a ° �4 TO SECURE TO FRAMING. NEED MIN 1 1/2', LESS THAN v ° 1 1/2', WINDOW MUST BE SI=CURED TO BLOCK / 2x4 BLOCKS J SECURE 2x TO BLOCK W/ (2) - 4 �r,'x3' TAPGONS OR DRIVE PIN (MIN SHANK SIZE J45) _ (MIN EMBED. I i") WITHIN 8" OF EACH END AND 18' O.C. MAX SPACINGS. � CMU WALL 1 p � ° J d 4 a ° J ° d 4 9 ARCH WINDOW FRAME OPE NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS PRE-ENG TRUSS AND SPECIFICATION) / JACKS (SEE HEADER SPAN CONTIUS i CHART FOR DETAILS AND CONTINUOUS i; SPECIFICATION) JACK STUD ASSEMBLY TO BE i SECLLRED ONE PLY a A TIME. ,/ 12d NAILS, TWO WITHIN 6' FROM EACH END i NO MORE THAN 12' O.C. STAGGERED 1/2'x9 A.B. MIN. 7' TAP CONS EMBEDMENMT 8' FROM EACH MIN. 2' COVER TYP. INTERIOR END E 32' O.G. MAX. 2' APART DOOR OPENING WD FRA SP4 OR H5 a TOP AND q 11 BOTTOM PLATES a EA. FULL TRUSS ANCHOR SCALE: I/2"=i'-0 LENGTH STUD, BOTH SIDES RETROFIT OF OPENING. 1 N.rs. LINE OF SLAB 5 REBAR VERT. IN CORNER BEAD SOLID GROUTED CELL SEALANT e BACKER ROD 5/8' THICK 3 COAT--,/ .:� /,/ 8'cmu SEE CEMENT PLASTER / / STRUcTUR4L FOR APPLIED DIRECTLY TO ; ' REINFORCEMENT MASONRY 2x6 P.T. LLD ! ATTACHED TO FILL - `- CELL AS PER PRODUCT / SPPROVAL REO. > FROM MIAMI-DADS • '. % COUNTY WEATHER STRIP MOULDING ALL }" 'u'i:k :: AROUND (BY -' --`--- DOOR MANUF.) GA-v. STEEL-- ------_ TRACK BRACKETS FASTENED TO WOOD JAMB W 3/16'xl 1/4' LAP G'41-V. 8T££L _ -OvER-IEAD DOOR SCREWS VERTICAL TRACK 1' MIN BY OTHERS BY MAUF. SLIDE FASTENED 70 ROOM TRACK BRACKETS SCALE: 3/4"=1'-m" W/1/4'-20XI/2' UGARAGE DOOR JAMBS cARRIAcvE BOLTS SCALE: AND LOCK NUTS. T SS TO WOOD FRAMING SIMPSON MTS-12 PRE-ENG TRUSS TOP P-ENG. TRUE DOUBLE PLATE 2x GONTINOLLS STRESS 5104a32' O.C. MAX BLOCKING MID WALL 7/6OS.B. w 2x STUDS a 16' O.G. MAX, OR 1/2' ZIP SHEATHING U.O.N.SYSTEM (INSTALLED PER MANW. SPECS.) J' T t G SUBFLOOR GLUED C IN AND SCREWED AS PER TOP C7F FASTNER SCHEDULE In' COX IST FLOOR STUDS t0 2X STUDS 16" O.G. MAX. ~ 2ND FLOQFWUDS $IMP' T -36 a 32' 2X BTM. PLATE O 3/4' FLOOR DECKING M5TA-3/c 32' O.G. MAX PRE- E FLO I ER PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE PRE- INEERED FLOOR TRUSS 2x CONTINOUS STRESS BLOCKING MID WALL (I CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 29 2x STUDS a 16' O.G. MAX, W/ 1/4" GAP FROM BLK TO OS.U, U.O.N. In' GYP. WL. BD. HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT PERIMETER OF OS$. t0 PROVIDE CONT. NAIL PATTERN SECURE BT. PLATE TO SP4a32' O.G. MAX SLAB W/ }'x9" ANCHOR REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON HIGH STRENGTH EPDXY 7" EMBED. MIN. SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF I6' FROM SHEET BELOW SIMPSON SP4 a 32' O.G. MAX 0 INSTALL ALL SWEETS W/FACE GRAIN PARALLEL TO STUDS HEADER SIZE PER SPAN CHART. DOOR/ WINDOW OPENING , PRE-ENG TRUSSES W/TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE PRE-ENG TRUSSES OR CONV.FRAMFD RAFTERS CRIPPLE STUDS a 16' O.C. MAX PRE-ENCxINI=EKED SIMPSON LSTA-12 a EA JACK TRUSS STUD, BOTH SIDES OF OPENING. 2x STUDS a I6" O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN;' OF WINDOW/ DOOR L 2X OPENING AND SECURE PER NAILING SCHEDULE / '�� FL T 1/16' 05.5. KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) 4 STUDs 16" O.0 JACKS (SEE HEADER SPAN OS.B. SWEAT O }" 82TM CWART FOR DETAILS AND COX PLYWOOD. T ED LATE SPECIFICATION) Q i/16" 08,5. JACK STUD ASSEMBLY TO BE 1/2 IP S THING MTS-12 SECURED ONE PLY a A TIME. 5 TE INST LED PER TEXT. FINISH USE 12d NAILS, TWO WITHIN 6' q ) FROM EACH END t NO MORE THAN 12' O.C. STAGGERED WALL STUDS SCURF ETA-16 E SP4 OR H5 a TOP AND tWEEN TRUSS BAYS W/ TRUSSED BOTTOM PLATES a EA FULL (3) 12d's EACH END " CMU WALL LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE OF OPENING. STUDS a 16, O.G. 5WEATWING TO LAP TO _ BOTTOM OF PRE-ENG'D MTS-12 a EVER STUD TRUS5 BELOW_ 5HEATWING MUST NOT BREAK 1'-4' MIN. 2X4 BT. PLATE FROM 2ND FLRR LINE. KNEE WALL DETAIL ENTRY U INT. 2—STORY L.B.W. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 16 SCAL.E:3/4'=1'-0' SCALE' 1/2'=1'-V' 4 SCALE: 1/2"=I'-0' 14 DOOR OPENING WD FRAMED 15 ATTACHMENT SCALE: In'=r-0' SCALE' 1n'=P-O' CONTROL DATE: 07/01/15 A R C H I T E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 F N U W 0 F eZ. U w A W q ti e W=rv. as LOT: CREEKSIDE EXPRESS LOT #102 PROJWT# 04321.000 MODIOU 4EJB "2807- ELLS" GARAGE 8WING: RIGHT PI OILO MISC. DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA m pll DA 11/21/16 NCA&M 1/4"=1'-0" A R C H IT EC T S ►ee e Buildine 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 h izo to y a d v rti all . 1 /4 em e en . Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type 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. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. 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-R5 Non Impact from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4" 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" max, from corners, 14" o/c at jamb, 16" @ head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max, from corners, 8 1/2" o/c at jamb, 10 1/2" Picture Window (+38) / (-51) (+55) / (-55) Ply Gem 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 e e DcLe e 'r e 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 Gem 4780 FL14634.1-R2 Non Impact elsewhere top, vertically and bottom. 2 1/2" rein embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedment. Opaque slab with or Single door with sidelite. 1/4" concrete tapcon anchor. 3" without impact (+36) / (-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. 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 N/A bottom. Top and bottom centerline of each door slab get without sidelights tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Glazed single door (+29.5) / (-32.1) (+50) / (-50) Therma-Tru Smooth Star FL7630.1-R6 Impact right and left corners, 14" max. spacing elsewhere Clopay horizontally and vertically. 1 1/4" embedment. Double Garage Door (+29) / (-35) (+46) / (-42) 16.20 73 W6 FL16107.03 N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C 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 plywood or 3/4" into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R9 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails s i s t Aoeoi I 1 2 ti i shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 %" annular ring -shank nails, Underlayment Rhino U10/20 FL17801 spaced 6" o,c, at all laps and three staggered rows JastXnM 12 " o.. i th fie d o the roll Soffit (+75) / (-75) Alside 2T FL15272.1 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 Zip System Huber Wall Sheathing 17147-R1 Install per manufacturers recommended requirements. Sheathing 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 Phi: 407-774-6078 FAQ(: 407-774-4078 www.abftsigngroup.corn AA #: 0003325 F W h U W 0 F R ' v h A F A 2 S'tnmrv. as LOT: CREEKSIDE EXPRESS LOT #102 PROJECT# 04321.000 saoa� 4EJB "2807-ELLS" GARADE Ism: RIGHT PAGW: PRODUCT APPROVALS 160 MPH EXP. C w • a •I-691 10 01w ;g ; 11/21/16 BCAM 1/4"-1'-0' iL ■aY:. A R C H IT E C T S NOTE: NOTE: ^S �O� IF ZIP SL�EATHINrz SYSTEM 15 \_ IF ZIP SL-EAT4NG SYSTEM IS APPROVED $ULDING WRAP 6 4'x4' SELF -ADHERING MEMBRANE INSTALLED, PLEASE SEE SHALL R LAPPED A MINIMUM OF INSTALLED, PLEASE SEE FLASHING (COMPATIBLE W/ HOUSES MANUFACTURERS Q3 6' VERTICAL LAPS (ROLL MANUFACTURERS ENDS) t 6' • HORIZONTAL LAP5. WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE 1" INSTALLATION PROCEDURE5 APPROVED HOUSE WRAP. WITH FORT1$ER SHEATHING TAPE � Q FLASHING TO EXTEND ONTO PIPE � \` I' OR LESS PIPE x I1 6'xb' SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT �' THICK, 3 COAT CEMENT \ PENETRATION \ FLASHING (COMPATIBLE " HOUSE WRAP MATERIAL) OVER 4"x4" / \ PLASTER \ i FLANGE OF CONTROL JOINTS T / \ FLASHISELF-NG OVERERING MEMBRANE BE WIRED TIED TO LATH * 9" WRB LAYER "2, FORTIFIBER j FLASHING OVER APPROVED HOUSE WRAP. O.G. MAX (VERT.). . NOTE: DO BUILDING PAPER I° nIN, LAF w neT.:L LATH r FLASHING TO EXTEND ONTO PIPE NOT FASTEN CONTROL JOINT TO / WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH IX X � V LEG MAY BE USED TO TEMP. FASTENED *I' (VERT.) OZ. MAX r X X I X X X J SECURE CONTROL JOINT AT SUPPORTS GUT AND OVERLAP ONE SIDE OF DURING INSTALLATION METAL LATH FEALSµ ERINCs MEMBRANE GUT AND OVERLAP ONE 51DE OF ufi1B LAYER P STEP III STEP w2 FLASHING NG FASTENERS TO BE SPACED STUCCO WRAP SELF -ADHERING MEMBRANE ® 7' O.G. MAX VERTICALLY WRB LAYER "I, WOOD SHEATHING �' THICK, 3 COAT CEMENT I OR In' ZIP SHEATHING % 67U LAYER "I, SYSTEM INSTALLED PER STUCCO WRAP PLASTER STUCCO WRAP M,ANUF. S, C5J METAL LATH ,�. PAFER LAP eELow oNLY Ulm LAYER 02, FORTIFIBER WRB LAYER 02, FORTIFI$ER WRB LAYER 02, FORTIFIBER BUILDING PAPER l� �GAPHAPER `NBUILDING PAPER \ � i ' i i / GO WRAP �' FLASHING OVER RING MEMBRANE i I FLSIEASHING ERINGOVER MEMBRANE INSTALL FASTENERS (CLIPS,; FLASHING OVER APPROVED e iC a NN-,� niN WOOD SHEATHING STRAPS, STAPLES) AS HOUSE WRAP. ATH SHALL NOT �„ ro a, 6, Tc a' S BTEM (INSTALLED PER \ FLASHING TO EXTEND ONTO PIPE E CONTINUOUS REQUIRED TO SECURE HRC CONTINUOUS CONTROL MIN. M'ra. /� PIPE/ WIRE TO FRAMING J 4"x4" SELF -ADHERING MEMBRANE M UF. SPECS.) NTS BUT SHALL-� r� ,.y , ,^; FLASHING OVER APPROVED E STOPPED AND �� HOUSE WRAP. IOIIED AT EACH SIDE. N ATu FLASHING TO EXTEND ONTO PIPE R ASTM GI063 I -LACED FLAT MAX. 6' TO PROVIDE 2X4 BLOCKING LAP a -' E 10.1.4 FROM CONTROL JOINT WHEN' L� ALL aP \ CONTROL JOINT FALLS ON 2 APER LAP fie' CONT. BEAD OF SEALANT OTEi STRUCTURAL STUD SCALE: 1 1/2'=I'-0" FASTENERS FOR LATH TO BE NAILS OR INSTALL APPROVED HOUSEWRAP AIR TAPLES IN COMPLIANCE W/ ASTM C1063 INFILTRATION BARRIER OVER WIRE TIES TO BE (NO. IS) 004-15' WIRE / I SHEATHING 10 ,BLOCKING SHOWN MAY BE IN ADDITION \ I ELASTOMERIC COATING OVER STUCCO/ O WALL STUDS REQUIRED PER PLAN / C.V. FINISH (SEE TYP WALL SECTION) ....... ,..,��w VERTICAL LATH & PAPER DETAIL WOOD STUDS i SECTION PER FBC R703 6.1 Exterior lathing and Plastering Exterior use of portland cement plaster SHEATHING NOTE: shall comply with the application SIDS LAPS OF METAL OR IR' TIP SHEATHING SYSTEM requirements of ASTM C 926-12A. PLASTER $ASES SHALL (INSTALLED PER MANUF. SPECS.) NOTE: BE SECURED TO I 6 nI I. Installation of exterior lathing and framing FRAMING MEMBERS. PAPER LAP IF ZIP SI-IEAtI-IINCs SYSTEM 15 shall comply with ASTI C 106312A. "M" TYPE CONTROL JOINT BEEN SHALL 5E TIE INSTALLED, PLEASE SEE \11 WITH 0.0475-IN. (121-MM) STUCCO LAP e LATH MANUFACTURI=R5 WIRE AT INTERVALS NOT LAP PAPER INSTALLATION PROCEDURES Q3 MORE THAN S' (22S-MM). AS PER A5TM C1063 O I. FOLD INWARD • PT. A O I. FOLD INWARD • FT. A ��JJ 7.8.1. ®FOLD s. CREASE • Pr. e ® K I C K O U T FOR REPAIR OF TEARS HORIZONTAL LATH (D��'ITF.:E ENE T AT 1 ON TA I L ® IN WIQB CATERS, TEARS DETAIL MAY BE PATCHED & PAPER DETAIL W/14PER M E WRAP TAPE PER ANUF. SPEC. OR I � PEEL ! STICK FOLD ® 7LI/2" ZIP SHEATI41NG SYSTEM (INSTALLED PER MANUF, SPECS.) OR OL FOLD INWARD • ® I. FOLD INWARD • PT. A PT, A s. CREASE • PT.13 CURB LAYER 01, ' `' B 3. CREASE • Ft. c STUCCO WRAP 3. CREASE • PT. C 4, FOLD Pr. G OVER FT- 8 TILL Pr. C TOUGHES BO'ttGM FLNJGE ® f• g" THICK, 3 COAT CEMENT ' ® PLASTER �j L E C II N ID I j METAL LATH K. LAP WRB 4 TAPE OVER [DfRA I N Ae �=L AN (UJfR5 ® ©FOLD ® ROOF/WALL SCREED .,, BorroM,�� FLANCsE U4TER TIGHT NOTE: SEAL TOLD, 22 IF ZIP SI-IEATI-LING SYSTEM IS 0 N�aT. -_ S°XB° °L" TYPE CONTINUOUS L f R5 LA��EfR #2 (FOIRTIFIBE� — — — — — — INSTALLED, PLEASE SEE C�ALV. METAL FLASHING MANUFACTURERS CNAIL TO ROoi DECK, NOT I ULE) INCH PAFER) INSTALLATION PROCEDURES P *HICK, 3 GOAT CEMENT 2- t;i\; PLASTER WALL SHEATHING) �/ WRB LAYER r'2, FORTIFIBER � I IE TAL AT� X X X X EAJIL LAYING PAPER CAP SHINGLE- DO NOT NAIL, WRB LAYER M, INSTALL WITH ROOr- CEMENT STUCCO WRAP Iy l/CAI Sl�GGO a p LAP LAYB}!8 CF BUILDING LLRAP OVER NAILING FLANGE, STOP a WI X IN ABOVE r RntwLL SCREED Y �'+� ROOF CEMENT " SHINGLE ROO>=1NG UJOOD �I� �fiI�INCx C' i SxS WALL FLASHING 7A .. OR 1/2" zlfi' SI-IEATI-IING Sl'ST�M 1-'1� (INSTALLED PER IMANUr. SPECS. 1-'1\� `'� IGCK-OUT FLASNMG (SEE S LF - AUS IE FL I4 VAS�I ING DETAIL) h�©� — — — — ` NOTE: ZIP SI-IEATI-IING SYSTEM 15INSTALLEN ; MANUFACTDURERS SE SEE 1"1 �,� � I: LATI4 TO BE FEfR r5G INSTALLATION PROCEDURES FELTUND,ERLAYMENr WATER TIGHT SEAL CUT OR �j �j SOLDER DO NOT cur) �� /GtS��'�J, �IN.�T2��Y.� ��. SHINGLE ROOFINIT G FL�ASHNG ATE_rl IOF ROC:F! FEF eQ. �A� ,) `U I ILIT� OR NOI IINAL WALL NTERSECTIONs DRIP EDGE OVERLAP 3', � EXTEND I/2'5ELOW LATE DOES NOT I*'IEET SPECIFICATIONS) &4EAT4M, MECHANICALLY FASCIA WRAP r 7) )L" �I�-I 1 /p\ [\y ,III'--jryl' [/^yam FASTETN 4' O.G. F-We !^. JL L L 11..,J JL JL I N tall „CJI N.T.5. 00 .1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroitp.com AA #: W03325 F N W U W 1 F 0. U W Q F�. A 11 x LA IB 017. a CAT: CREEKSIDE EXPRESS LOT #102 04321.000 4EJB 2807— ELLE" QABAGE 11971I9G: RIGHT PA = WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 9 51 VA% 21/16 BCAL.0 1/4 tp=1' - 0" NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES BACKER ROD SACKER WRB LAYER "I, STUCCO WRAP X r 1 X X� DRYER VENT INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING 70 BE: I. BOTTOM, 2. SIDES, 3. TOP VENT GAP IS TO BE SET IN BED OF SEALANT TOP AND SIDES O SE ANT IS TO BE COOL 5 S T DEFLECT W AWAl JOINTS. 14-Z D L AROUND NT Y SEALANT ALL NT AND INTERSECTIONS PLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Ya" CAULKING g JOINT ALL AROUND 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 PLASTER METAL. LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING ( FRAME) SPECS.) WRB LAYER l STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD GONSTUGTION META A a' CMU N C I AD RA E 13AND TO . u�Kr� 5cr2FE� �— 6' WIDE STl 5l F ADHESIVE FyASHING, CLEAN MASONRY BffFORE APPLYING Z FLASHING —7 - -N STONE V> NEFR OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) DRAINAGE PLANE (UJRB LAYER #I, STUCCO WRAP) UJRB LAYER #2 (FORTIFIBEIR - - - - - BUILDING PAPER) METAL LATH x--x—x—x A STUCCO WOO SNEAT_-LING OR 1/2" ZIP SHEATHING SYSTEM SELF. ADHESIVE PLASHING ) METAL LATH: LATH TO BE PER FBC RT03.6.1 / ASTIl C-B4rt-OCR, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATI4 DOES NOT MEET SPECIFICATIONS) STUCCO 1=INISH ro" SELF ADHESIVE OVER TOP E SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT GAP (SET IN CONT. SEALANT) SEALANT 'm TOP 4 SIDES 6B DRYER VENT BUILDING PAPER OVER 'QUICK FLASH" PIPE THROUGH WALL i �— 11i1i 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS) BUILDING PAPER — UNDER "QUICK FLASH" ELEG. METE VERIFY LO ]LOCK NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES � J N1i�ll:+►_IWAi 1 101 STUCCO SCRATCH COAT 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION :C. METER FIELD :IFY LOCATION F WOOD CONSTRUCTION 1/2" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WR3 LAYER 01, STUCCO WRAP WRB LAYER ll FORTIFIBER BUILDING PAPER T THICK, 3 COAT CEMENT PLASTER Ya" TO Ya" MID -WALL WEEP SCREED (o" SELF-ADHESIVE FLASHING WOOD FRAMED WALL • • , �R• .� .� �.� M � (!- - NOTE: IF ZIP SHEATHING 5Y5TEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 3 0 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIG ISOCYANOTE-POLYBLEND FOAM . 4-_rm� A-1- Ltl ICC 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES �O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COI"IBO OR METER CAN AND D I5CONNECT O ELECTRICAL CONDUIT PENETRATION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE 1"'1ANUFACTURE1RS INSTALLATION 3 PROCEDURES 1/2" ZIP SHEATHING SYSTEM 5 AL E P R OF S 5H G WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/5' TEXTURED CONSTRUCTION a'�—FINIS I ®WOOD FASTEN TO WOOD STRUCTURAL iT MEMI5ER 6 1' O.G. MAX a' CMU } '' Ye' TO 1v MID -WALL WEEP SGIR=ED z4 6" WIDE STRIP SELF ADHESIVE FLASHINCs, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH o MASONRY HORIZONTAIL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES CUT OPENING IN APPROVED HOUSEWRAP FOR SOX INSTALLATION WRB LAYER *I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP 55LOW CUT SUCH THAT — NO MEMBRANE ENTERS Box, APPLY TO FACE EDGE APPLY E-Z SEAL: OVER 60 MIN GRADE "D" FELT -PROVIDE SEALANT AT ALL JOINT6 AND INTERSECTIONS &TES '*I - •v•v•v•v e •O.O.O p •o o• Ano,�,000 6T F O ELECT all WRS LAYER "I, STUCCO WRAP CUT "X" INTO X SELF -ADHERING X MEMBRANE FLASHING: APPLY SELF -ADHERING MEMBRANE FLASHING OVER SOX AND OVER APPROVED WRB LAYER "I STEf= #2 APPLY 60 MIN - GRADE 'D" FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP JI 0 WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER it FORTIFIBER BUILDING PAPER STEM ELASTOt-IERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH eTf= CAL RECEPTACLE A R C H I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W V w ti U W A a x ti 11 ®ten. LOT: CREEKSIDE EXPRESS LOT #102 Paw T# 04321.000 MODzta 4EJB "2807- ELLE" GAP.&aIC ®'a'ERM: RIGHT PAGNk WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA Dom• 11/21/16 air 011 "Alio, EXt. WOOD FRAMED COLUMN SHEATHINGS WOOD SHEATHINGS WALL WRB LAYER *I, WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING % BARRIER 01 3" X 3' 26 GSA. GSALV. I�` WEATHER RESISTIVE WOOD WRB LAYER "2, FORtIFIBER FINISH LAYER l2 LAYER METAL DRIP EDGSE BARRIER "2 CONSTRUCTION BUILDINGS PAPER PRE -ENDS p TRUSS PEEL a STICK) _ 8" THICK, 3 GOAT CEMENT SEt IN FULL BED OF ! \ 3/a HAT CHANNEL WEAtI�ER RESISTIVE 6" PEEL < SEALANT,Y�" MIN. 6PEEL a S\tIGK W/s/e' TYPE 'X' DRYWALL PLASTER BARRIER "1 STICK la DRIP SPACE FROM DRIP 6" S.AF. a WEEP SCREED WEATHER RESISTIVE FACE t0 TREX \ TO SH B IND WEEP SCREED BARRIER "2 �, EDGE TO 1 FULLY 'L'EDFLASHINGD ......... ......... THICK, 3 GOAT CEMENT DECK FULLY EMBEDDED 4" O IT[ V RIE IN ROOF CEMENT WOOD SHEATHING � E PLASTER � MEIY2TAL WOOD DRIP EpGSELV. �� E METAL LATH Ya (SAP FOR BACKER WI LAYER "I, , \ _� (SAP FOR BACKER STUCCO WRAP - WOOD SHEATHING ROD a SEALANT / SET IN FULL BED OF I )�"XI 9/a" P.T.Pt. OR SIMULATED SEALANt,14" MIN. ` WOOD (I =x) FILLER, ROD a SEALANT gpacE FROM DRIP i VINYL CASINGS BEAD " THICK, 3 GOAT CEMENT \ CONTINUOUS FACE TO TREX WE RESISTIVE PLASTER 6" SELF-ADHEREINGS WATER PROOFING let �� WEATHER RESISTIVE VINYL CASING: BEAD BARRIER wl AM66-WPWC-780 CUSTOM ASIN A i ^r FLASHING WRAPPED LAYER (2 LAYER PEEL <�, BARRIER "I X' WEATHER RESISTIVE a TOP OF WEEP SCREED EXTERIOR GSRAp)= , , �• BARRIER 02 DRY WALL StIGKJ WRAPPED FROM WE:ATHE:R RESISTIVE WATER PROOFING let TO SHEATHINGS BELOW BALCONY DECK TO � - ' — WRB LAYER "I," THICK, 3 COAT CEMENT CANTILEVER "1OHDP ' BARRIER 02 LAYER (2 LAYER PEEL Ex R COLUMN 0' "0RC """T a STICK) ar0eit� UM HEATHINGS STUCCO WRAP QITIDIRAIN PLASTER 6" PEEL a STICK 6 ! SC DECK MEMBRANE, VINYL CORNER BEAD DRIP EDGE TO DECK S EXTEND RIP PEEL a STICK T , WI LAYER 02, FORTIFIBER VINYL CASINGS BEAD SUB FLOOR 1 = GS - U "X3' V' FLASHING NO GAP IN FIELD I BUILDINGS PAPER (SHOWN FOR CLARIFICATION OF ®® 3' 3' 26 A. ALv. SUB FLOOR - FULLY EMBEDDED IN -- -- -- SEPARATE ACCESSORIES ONLY) Q / r ROOF CEMENT -- ----- 5E I BED OF 6" SELF-ADHEREINGS IN F L -a ........... ... .. I '�_ c I Y XI 3/a P.T. OR SIMULATED E T, MIN• I )�" X 3" 26 GSA. GSALV. WI LAYER "M, FLASHING WRAPPED ACE FROM DRIP P.T. OR SIMULATED METAL DRIP EDCSE WOOD (TREX) FILLER, � m GONER OF CANTILEVER SET IN FULL BED OF STUCCO WRAP ` CONTINUOUS ACE t0 TREX ' 4' POSITIVE DRAIN -- ITR=XJ FILLER, SEALANT, )�' MIN. „ VINYL CASINCx BEAD AMIGO AM66-U.FWG-780 .� i? WEEP SCREED Ya" C. FOR BACKEIll t UOUS SPACE FROM DRIP CUSTOM CASINGS BEAD RREX Op a SEAL t WATER PROOFING let /FACE C ING r FINISH LA l2 LAYER LAYER r2 LAYER PEEL a A FOR SEALANT VINYL CASING BEAD PEEL a 5 G LAYr WRAPPED FROM BACKER ROD. WATER PROOFINGlet lTI��,L�1f DIFIED 90 CANTILEVER DRIP R 3/4 TENT BALCONY DECK t0 LAYER l2 LAYER PEEL a NO GAP IN FIELD GHA NEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM !SHOWN FOR CLARIFICATION OF NOTES 1 O v VI YL ASI Cs BEAD p�" THICK, 3 COAT CEMENT I�At CHANNEL BALCONY DECK t0 SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM IS of PLASTER VINYL CASINGS BEAD CANTILEVER METAL LATH 8' THICK, 3 COAT CEMENT CASING BEAD INSTALLED, PLEASE SEE 3 ._ _, ., , MANUFACTURERS 5/8' PE "X" DRYWALL WOOD SHEATHINGS PLASTER DTL. C0 CANT. - R 10 A INSTALLATION PROCEDURES E �{ N W/TEXTURED a PAINTED WEATHER RESISTIVE 5/8" TYPE "X" DRYWALL j METAL LATH 1 II I JL ®1 FINISH BARRIER "M W/TEXTURED a PAINTED SCALE: 1 1/2'=1'-0" WEATHER RESISTIVE FINISH ,,_i WOOD SHEATHINGS J" THICK, 3 GOAT CEMENT BARRIER "2 It PLASTER 4 POSITIVE DRAIN" THICK, 3 COAT CEMENT 4' POSITIVE DRAIN p IN 4C PL q>�E C �jR�, 1,1I SCREED PLASTER WEEP 5CREED NOT- VINYL CORNER BEADGAP L,4YER #1, 5T000O UJR,4P) (S OWN IN FIELD 1�ETAL LAtl I, LAt� tp 5E FE� �5C VINYL CASINGS BEAD 1.10 GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF 1 Lr I�r (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY 2.J L55. UJ1RB �-��E1<' #2 (FORTIF-IBER — — — — — SEPARATE ACCESSORIES ONLY) P fi` SQ. �I'�fiRD CUTI�ITY Oil NOl„IIN,�� BUILDING FAFER) BALCONY DRIP BALCONY DRIP 11A EDGE INSTALLATION 11C EDGE INSTALLATION C COLUMN LATl4 DOE5 NOT 1 IEET 5P GIFICATION5) META- LATE SCALE: x x x BALCONY FLASHING) SCALE: NtS NOT;=: O CONSTRUCTION STUCGO WOOD SHEATHING NOTE: IF ZIP 5HEAt INGS SYSTE:h" I IS Q 0 IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE 3 INSTALLED, PLEASE SEE MANUFACtu RS WEATHER RESISTIVE / 2x FRAMING MEMBER WRB LAYER "'1, MANUFACTURERS INSTALLATIO PROCE RES BARRIER at UJOOD SATHI INCH /% j j STUCCO WRAP x:I INSTALLATION PROCEDURES N -WEATHER RESISTIVE 7i THICK, 3 COAT CEMENT HAT CHANNEL BARRIER "2 8 5 1= aADH1ESIYE FLA5HIINC — — PLASTER wRBLAY(=R 2,FORTIFIBER l VINY ASINGS BEAD �% / 71 �" THICK, 3 COAT CEMENT E3UILDINGx PAPER �l PLASTER I��" CORNER BEAD :.. -.. _-. I Re LAVER 1, DRYWALL - A T �_ _ " FASTENED TO SHEATHING METAL LATH 1 i STUCCO WRAP /TE URED a PAINTED - WOOD SHEATHINGS rt O.C. MAX. OR I/1' TIP SF{�AT411NG SYSTEM 7/.-- M—X--X—X=X-*-X �c rMerALLW'r5 narrU�.er�oe.� 3 �I THICK, 3 GOAT CEMENT " WRB LAYER 02, FORTIFIBER " THICK, 3 COAT CEMENT I'I I I l2) 2x12 HEADER .,\ / r PLASTER ' BUILDING PAPER PLASTER � , WRB LAYER #1, 6 SELI=-ADHERING ac METAL LATH STUCCO WRAP FLASHING L', 4" POSITIVE DRAIN i VINYL COMER BEAD WEEP SCREED �� rExPLODED $ THICK, 3 COAT CEMENT WOOD SHEATHINGx % ' '`, VIEW FOR PLASTER VINYL CASINGS BEAD NO GSA(-p IN FIELD (SHOWN I CLARITY) FOR CLARIFICATION OF I ' SEPARATE ACCESSORIES ONLY) j METAL LATH DRIP GAP ' y Yy EDGE DRIP E 11D !� � � _ WRB LAYER *2, FORTIFIBER INSTALLATION BUILDING PAPER WINDOW FLANGE - WRB LYER "1, NOTE: Q A C O N R 13 JL� A D A M E STCCG WRAP ti IF ZIP SHE HINGS S S E:M IS WOOD GONSTRUCITON INSTALLED, PLEASS E 3 MANUFActU RS / , INSTALLATION PROCEDURES WEATHER RESISTIVE �? ,Ei pARRIER'M wRB LAYER "2, FORTIFIBER ' ' CORNER BEAD BUILDINGS PAPER WEATHER RESISTIVE (FASTENER 4 SPACING 1 BARRIER 02 METAL LATH , VINYL CASINGS BEAD � 'THICK, 3 GOAT CEMENT � P THICK, 3 COAT GEcMENT , PLASTER ' 5/8' TYPE "X' DRYWALL ; I METAL LATH PLASTER ; ' r W/TEXTURED a PAINTED FINISH dR 172QzIP.4µl.z SYSTEM r s a ANUP.5PEC5.) CMU FLASHING ' THICK, 3 COAT CEMENT IdD/� PLASTER %11 THICK, 3 COAT CEMENT VINYL CORP. 4" DRIP CAP VINYL CORNER BEAD POSITIVE DRAIN PLASTER APPLIED WEEP SCREED V DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO (SAP IN FIELD (SHOWN FOR CLARIFICATION OF 11ESEPARATE ACCESSORIES ONLY) t4 B CORNER BEAD � B L O C K 1 5 B CASING c1NG BEAD @ WINDOW DRIP EDGE INSTALLATION (]FRAME, NO BAND A R C H IT EC T S •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 F Pq h w U W 0 0. A h a h even* ae tioT: CREEKSIDE EXPRESS LOT #102 Pnon=T# 04321.000 amDam 4EJB "2807— ELLE" ARAC'S 81rn9Q: RIGHT PAaak WALL ASSEMBLY DETAILS 160 MPH EXP. C AST STATE OF FLCFDA 11 /21 /16 SC 1/4"=l'-0" 1 riwli\m-1114111 A R C M I T E 6 T S NOTE: 3 IF ZIP SHEATHING SYSTEM IS y4, BAR TAR" CHIC OAT CEMENT ,-'l �" THICK, 3 COAT GI=MENT INSTALLED, PLEASE SEE GASINa BEAD PLA R / - - PLASTER WOOD SHEATHING MANUFACTURERS TO TRII`1 L t ;' SEALANT INSTALLATION PROCEDURES IX TRIM MEMBER %� ;' METAL LA WRB LAYER "I, X SID NG TR6 STUCCO ANSITION / STUCCO WRAP I LAYER +'2, FORtIFIBER WOOD SHEATHING UILDING PAPER SIDING WOOD SIHEATHINC, WRB LAYER 02 FORTIFISER BUILDING PAPER' # I . rx WRB LAYER I, r` r' STUCCO WRAF' / �� »"'w"'r'•' M.s':r'u„' WINDOW FRAME WRB LAYER ORTIFIBER i y. - ..... .......... Y 02, F METAL LA I� (� BUILDING- PAPER X ; . WRB LATER #2 FORTIFIBER sRB L E +�, WRS LAYER "I, THICK, 3 GOAT CEMENT STUCCO WRAP E-Z BEAD VINYL CASING PLASTER BUILD NG PAPER (W/3/a FLEXIBLE PVC BACKER ROD) 6"SELF-ADHERING x; _ ��'`� \ CASING BEAD ,,,,, ".. ..... ..., METAL LATI-4 .... FLASHING I '••� ) (o" SELF-APHEREING VINYAL ANGLED ~ "• __IJExPLODED 8�� THICK, 3 GOAT CEMENT FLASHING OR PEEL E STICK CASING BEAD I CIEUJ Fa PLASTER SIDING T O STUCCO WRB LAYER '�1, STUCCO WRAP, I WRAPPED AROUND FRAMING$ CASING BEAD ' \ MEMBER 0 ro" SELF ADHESIVE FLASHING DRIP CAP (CROSS SECTION) WOOD SHEATHING I WINDOW FLANGE - WRB LAYER *I, Stucco WRAP . 2X FRAMING '' MEMBER DETAIL BELOW EXPLODED ' \, VINYAL ANGLED WOOD NstRucnoN ,,CASING BEAD — FOR CLARITY WOOD SHEATI-VINCs � � � WEATHER RESISTIVE WRB LAYER w2, FORtiFIBER ' ` BARRIER n __,, BUILPI�Cs PAPER WEATHER �SISTIVE ``------------------------------------------------ --- BARRIER 02 METAL LA71 4 I 7 ill X 7 Ya" LAP SIDING / roll SELF-ADHERINCs ------------------------------------------------------------------------------ ��REVEAL / ,--------- ' 1 6' SELF -ADHERING / I FLASHING " tl-41GK, 3 COAT DEMENT : FLASHINcs G I WEATHER RESISTIVE �Ya11 �4f= T g" THICK, 3 COAT CEMENT PLASTER ��;--_�4 �, BARRIER 01 GA51NG SEAS PLASTER STARTER STRIP / \ WEATHER RESISTIVE ; TO l.UINDC LU METAL LATH ` (o "SELF -ADHERING `� .' .j / �\ BARRIER n / SEALANT \` FLASHING / Do Not cAULK �/ roll SEL-r-ADHERING SEAL OPENING I / FLASHING \ ' GALv'D METAL GALTAL y 'Z' FLASHING W AY R "2, FORTIFIBER DRIP CAP -� z 51414 DO NOT CAULK OR D APER SIMULATED SEAL OPENING WINDOW FRAME WINDOW FLANGE call OD IM MEMBER r D SHEATHING BEAD / A CASING BEAD G WINDOW / 15C114 X 6' SIMULATED I WOOD TRIM MEMBER i j (FRAME, W/]BAND) \ SEAL GAP WICAULKINCs :rrr.:.: ' e rmrrn nrmn mmrn / OR APPROVED SEALANT STUCCO CASING: .� ®EAD ' S- WRB LAYER 01, SIDING TO STUCCO STUCCO WRAP @) BLOCK TO FRAME WOOD SHEATHING If=III SHEATHING SYSTEM IS 19 TRANSITION 7 v INSTALLED, PLEASE SEE 'o ° WIDE PEEL S71CK MANUFACTURERS OVER FLANGE I INSTALLATION PROCEDURES WINDOW FLANGE METAL LATH ATE: E-Z BEAD VINYL CASING METAL LATH- LATH TO BE PER 1=5C I 2X FRAMING / / \\\ (W/3/8" FLEXIBLE PVC BACKER ROD) I R�Im3.6.1 / ASTM G-84T-(D9, MIN. 2•5 LBS. ', MEMBER � \� ' WRB LATER #I, WOOD 5i 4EAT4NG PER SQ. YARD (UTILITY OR NOMINAL \ / •APPLY FULL BED OF SEALANT BETWEEN i STUCCO WRAP \\ j FLANGE BUILDING WRAP LATH DOES NOT MEET SPECIFICATIONS) ' `. BUILDING � i WRAP WRB LAYER #2, FORTIFIBER ,I ' BUILDING PAPER WOODCONSTRucTION ~''~ / ' ��Q �,�� #1 BEYOND 6' SELF -ADHERING /✓� WOOD SHEATHING � _ FLASHING $" THICK, 3 COAT GEMENT STUCCC) WR,4� WEATHER REslsrlvE ,/ � � WEATHER RESISTIVE PLASTER - BARRIER »I IER "1 TO LAP �) �/ �Y ��r �T �%�� CASING ' WEATHER 0SISTfvE / 6' M ABOVE TOP / III A V G JL r V V IIIIII pp pp B,,{{�ARRIER M2 / / it 'Z' LASHING IIII 11 LI II II 1 _ x X % RE AL P SIDING /// 116A I a I * �/� / ATHER IRES15TIVE VINYL ANGLED ` BU f L� D I �4�F P PEIR FL SI4INQ HERINCz z 1\ � }{ER RESISTIVE i V / BARRIER 02 CASING BEAD METAL LATL4 STARTER STRIP / `Q'\\ \\ GALVD VINYL CASING BEAD ,I i _J 7" FLASHING METAL S; p0 NOT CAULK OR /^� ^ /' SEAL OPENING DO NOT CAULK OR ' T� f CK/ 3 CCAT CEr-IE N T / SEAL OPENING: (EXPLODED SpI p GALV'D METAL WEATHER RESISTIVE VIEW FOR !�>�`J' TE IR 'Z' FLASHING BARRIER "1 TO LAP LEGEND I Ya' x 6' SIMULATED 6" MIN. ABOVE TOP i OF 7" FLASHING CLARITY) WOOp TRIM ME R -- X ' -Z vNY IY4 X 6' SIMULATED DRAINAGE PLANE (WRB d (W/V FLEXIBLE WOOD TRIM MEMBER LAYER #I, STUCCO WRAP) BACKER ROD) \ / SELF -ADHERING 6' SELF -ADHERING: I = i : " FLASHING FLASHING \ WRB LAYER #2 (FORTIFIBER — — — — CEITIHENT L4SOER \1� ORAPPROVEDSEALANT BUILDING PAPER) BARRIERR`tSiSTivE WEATHER RESISTIVE METAL LATH C 01 BARRIER "I X--X—X—X WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER 02 (W/%' FLEXIBLE PVC BACKER ROD) STUGGOi BAND (FRAME) SIDING TO STUCCO WEATHER RESISTIVE 1 7 A C FRAME TO FRAME BARRIER.2 3 SCALE: 1 1/2" =1'-O" oR FOOD SHEATHINGSSYST TRANSITION (INSTALLED PER MANUR SPECS.) 19 SELF-ADHESIVE FLASHING — — — 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrotip.com AA #: 0003325 w r4 w Q w 4 [E-4 MON ae LOT: CREEKSIDE EXPRESS LOT #102 pa04321 000 3wDz : 4EJB "2807—ELLE" GARAGIC OWING: RIGHT PAGO WALL ASSEMBLY DETAILS 160 MPH EXP. C oJoslijimIT11 MAY 0 DA `. 11/21/16 OC 1/4"=1'-0" r+:rt'`M5� FILE COPY A R C H I T E C T S CUT HOUSEWR AT 45' ANGLE MODIFIED 11, CUT IN HOUBEWRAP LINE OF L OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I INSTALL 6' PELF-ADHE SLASHING C MAILING FL, JAMBS EXTEND FL p BELOW S €LEX15LEf DO NOT BE FIN 7' TEMPORARILY FOLD -UP E SEC H0U6EWRAP(0 TUCK FLAP UND at HEAD FOLD HOUSELLN IN AT JAMBS 4 SLOE SILL R NSTALL b' iELF-ADHE 'LASHING C /INYL HEAT LASHING ( TAMS) NAIL 'LANGE °XTEND iELF-ADHE :LASHING I 3EYOND J, :LASHING NSTALL Vlt :AP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE$.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE iPPLY 4' NOM.— :ONTINUOUS BEAD 7F SEALANT AT Al'458 AND HEAD of 1PPLY TO BACK OF IINDOW NAILING LANGE IN LINE W/ wz-PUNCHED IDLES OR SLOTS. STEP 4 �J � FOLD DOWN DIAGC ACRO WINDO IIDE ADHESIVE _xoLE FLASHIN VER DRIP GAP ECTO-WRAP EQUI V) WINDOW FLASHING INSTALLATION DETAILS (FULL W]E�AP SCALE: NT5 NOTE: IF ZIF 5�4AT�4IN 5ST 15 IN&TALLER, F=lROCEEDUfREe INSTALL PLUMB, L AND SQt MANUFAC WRITTEN INSTRUCI Y 6NE SIG 71NT No I. It IS THE CONTACTORS �SPONSIBILTY TO VERIFY tHE GOMPAtIBILITY OF ALL PRODUCTS INCLUDING POUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING, MATERIALS USED DURING CONSTRUCTION. Z. IN8TAL1- ALL MATERIALS nR MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY tF NOT COMPATIBLE. N AND SEAL JAMB TO SILL JOINTS WITH 1189 FOLLOWING, COMPLETION OF RIOR 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 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W U W ti F 0. U h A h A ti sstmDm dC LOZ': CREEKSIDE EXPRESS LOT #102 PROJSCT# 04321.000 3wDzzA 4EJB "2807- ELLS" c�ABAZIC OWngG: RIGHT PAOM WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAY 0 9 2511 Dp 1V21/16 SC '• 1/4"=1'-0" --r'; 2x& SUB -BAND W/1 "x4" NOTCH .8 END, WRAPPED IN #=FBI 4 STICK DRIP EDGE -T/S" TEXTURED FINISH a WOOD 5/5" TEXTURED FINISH 6 C1" IU METAL F� I\ I\ I\ I\ I \ I \ 2x6 suB I i\ —METAL FASCIA \ / WRAP Ys" FROM \ STUCCO, I" FROM \ ------ , WOOD WALL \ ` EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X�o \ BAND ONLY VA T f Oil ROOF KICK OUT REI IOYED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I" OFF WALL (NOT INTO STUCCO) —8" 3-GOAT PLASTER 2x6 5U5-5AND W/I"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUP BAND 2" OFF WOOD WALL 1/8" TEXTul FINISH 9 WOOD METAL LATH WOOD SHEATHING WRIB LAYI=R "I, STUCCO WRAF' WRB LAYER 02, FORTIF15ER BUILDING PAPER ROOFING CEMENT DRIP EDCaE METAL KICK OUT NOTE: IF ZIP SNEATL4INC PLEASE SEE MAr PROCEDURES PRE-ENG'D TRUSS TO BE CUT T WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -O" SCABBED TO TRUSS W/126 NAILS roll-8" O.G. MAX. 2x SUP -BAND W/1y"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR C1" IU) SUB BAND DETAIL (P WALL SUB BAND DETAIL @) WALL W/KICK-OUT FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *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" ABOvE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V"x4" NOTCH -8 END, WRAPPED IN PEEL A STICK *ROOF CEMENT f) ROOF EDGE OMITTED FOR CLARITY A R C H IT E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w U w1-3 a F y a F i hIJ auHaiv. as raT: CREEKSIDE EXPRESS LOT #102 F1iOn=T# 04321.000 a�coaa� 4EJB "2807— ELLE" aArtal eirLa4cp RIGHT FAGS WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EX'. C ARCHITECT STATE OF F LC*WA mi 11 /21 /16 U OCALM 1/4"=V-0" 1 F DINING ROOM ase� LIVING ROOM t I II IeXI� F+^ 00 0 l ' WD�— x4 N i Ir _4gSx4°fM_ 8k4 �1,7zf 1 IIII IIf O BTHKITCHEN PAN. 4TBAH00 STflR: A a r" JH OPT, OWNER'S BATH FLEX — �� \ SLTHDIV. 8e LOT: — \ 1 FOYER I PROJECT: --- --- MODEL. --- 4EJB "2807- ELLS„ PORCH GARAGE SWING: GARAGE RIGHT PAGE: FIRST FLOOR — — — — — — — — — — — — — — — — — — — — ELLE EQUIPMENT SCHEDULE STON HVAC LAYOUT MFG CARRIER PLAN C.U. 25HBC560A A.H.U. FV4CN6006FIRST FLOOR LT�V1C LrY®UT PLAN HEAT 5 KW SEER 14.5 SEER �o �X TOTALCAP 56500 ELECTRIC 208/230/1PH BRKR C.U. 50 A.H.0 35 I REF LINES 7/8" & 3/8" l P{ PRINT DATE: 09 07 16 SCALE: 1/4"=1'-0" SHEET s h E - 9. � I 1 � I � I r —_—_--_—_--� I I � I I I I I I I I L- - - - - - - - - - - - - - - - - - - - - - - - - - - -� SECOND FLOOR 'tyi'w'VAC LAYOUT PLAN OPT. BATH #2 1 ELLE EQUIPMENT SCHEDULE 5 TON MFG CARRIER C.U. 25HBC560A A.H.U. FV4CNB006 HEAT 5 KW SEER 14.5 SEER TOTALCAP 56500 ELECTRIC 208/230/1PH BRKR C.U. 50 A.H.0 35 REF LINES 7/8" & 3/8" sXmDIV. 8e LOT: PROJECT# MODEL: 4EJB "280"7-ELLS' GARAGE SWING: RIGHT PAGE: SECOND FLOOR HVAC LAYOUT PLAN DRINT ATE: 09/07/16 SCALE: 1/4"=1'-0" SHEET I I I I I' I j I Q BEM.#S I i r I I I I I I I I I L---------_—� 4 T-�� PT. BATH #3 BD 75ef M IoYo/ UPSTAIRS LIVING 14v cfM I aXu-' BDR J LAUN. j r-- L_—J yScFM I I r,pirr ru lax$ q�cfM Xlq i 1Q 11T-- rlV4 i I I I I I. I I L-----------� ,OPT. BEDROOM ELLE EQUIPMENT SCHEDULE STON MFG CARRIER C.U. 25HBC560A A.H.U. FV4CN6006 HEAT 5 KW SEER 14.5 SEER TOTALCAP 56500 ELECTRIC 208/230/1PH BRKR C.U. 50 A.H.0 35 REF LINES 7/8" & 3/8" OPT. BATH I I I I ► I I I I I L-_--------_� 3 / BEDROOM #6 1 r i k a3- ,,g, g a r o- t � t � gM x 4 e E f Z sysDIV. 8e LOT: PROJECT# MODEL: 4EJB "2807-ELLE" GARAGE s VfMG: RIGHT PAGE: SECOND FLOOR HVAC LAYOUT PLAN OPTIONS DATE 09/07/16 SCALE: 1/4? 1`-0" [SHEET