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Home My WebLink AboutApproved Plansr wai s '�r..t'�'�3a-a �+. 1.�`w+'a'•F .,, �`..:�51't�w'.i^', M:. ;... ,f :ey,... III f�" � �l i� A �II i 9 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS • *FLORIDA BUILDING CODE, RESIDENTIAL, ABV• ABOVE LAV. LAVATORY CERTIFIED BUILDING CONTRACTOR: 5TH EDITION (2014) A/C AIR CONDITIONING LUM. LUMINOUS • ALL LOCAL AND STATE CODES Ana. ALT. ADJUSTABLE ALTERNATE M.C. M. MEDICINE CABINET MANUFACTURER D.R. HORTON HOMES •OCCUPANCY — RESIDENTIAL, GROUP R3 AMP. Im. AMPERAGE BOARD MIN. MTD. MINIMUM MOUNTED 1430 CULVER DRIVE NE •CONSTRUCTION TYPE — VB C CAB. C LINE CABINET NTT N.T.. S. NT NOT TO SCALE T PALM BAY, FL 32907 • MIN. INTERIOR FINISH — CLASS B CLG. CEDING D.C. PL ON CENTER *BASIC WIND SPEED — Vult=160 MPH SLR. CONCRETE TEL: (321) 733-7092 Vasd=124 MPH B. PUSHBUTTON CPT. CARPET PH. PHONE FAX: (321) 7 33 — 79 72 • EXPOSURE - C C.T. CERAMIC TILE PLT. PLYWD. PLATE PLYWOOD •1—STORY RESIDENCE - D. DRYER • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL DBL. D.G. DOUBLE DUAL GLAZED P P.T.T . P PRESSURE TREATED AND STATE CODES DIA. DIAMETER R. RISER DIM. DIMENSION HAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL • STATE OF FLORIDA OR DEEP REF. REFRIGERATOR DR. DOOR IN. ROOM PROFESSIONAL ARCHITECT: D.S. DOWNSPOUT ROUGH OPENING D D S.D. MOKE D ROLAND A. ABOUCHACRA D.W. DISHWASHER S.H. SINGLE HUNG AR NO. 93723 EA. EACH SHT. SIIF;ET SQ.FT. : CALL. S ELEV.A. ELEVATION SHTHG. SHEATHING FQ. EQUAL SHWR. SHOWER EXH• EXHAUST M. SIMILAR A.B. DESIGN GROUP, INC. EXT. EXTERIOR SL. SLIDING F.G./FX • FIXED GLASS SL GL. SLIDING GLASS 1441 NORTH RONALD REAGAN BLVD. F.G. FUEL GAS STD. STANDARD FIN. FINISHEAR SWS LONGWOOD, FLORIDA 32750 157 FLR LIVING 1104 SQ. FT. FT3. FLOOR SECTIION"A` Tel: (40 7) 7 7 4 — 6 0 7 8 2ND FLR. LIVING 1501 5Q. FT. FLUOR. FR. DR. FLUORESCENT FRENCH DOOR SC TEMP. SOLID CORE 'TEMIPERID GLASS Fax: (407) 774-4078 TOTAL LIVING 21005 5Q. FT. FIG. GA. FOOTING GAUGE THK. T.O.C. THICK TOP OF CURB GARAGE 431 SQ FT GAR. GARAGE T.O.P. TOP OF PLATE PORGN 53 50. FT. GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB LANAI 80 SQ. FT, G.F.I. GROUND -FAULT CIRCUIT TY'• TYPICAL TOTAL 3115 5Q. FT. GL INTERRUPTER ASSUNLESS U.N.O. NOTED PLAN REVIEW GYP.• BD. HOSEBIBOARD V.P..VAPOREPROOF DATE CHECKED BY: H.C. HOLLOW CORE W/ WITH 07/10/15 R.M.—FBCR 2014 CODE UPDATE HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REVISIONS ( INDEX OF DRAWINGS REV. DATE DESCRIPTION I SHEET # DESCRIPTION PG Cl—COVER PAGE PG PG GN—GENERAL 1 —FOUNDATION NOTES PLAN PG IA —DOWEL PLAN FIRST FLOOR PG 1B—LINTEL SCHEDULE FIRST FLOOR PG 2 —FIRST FLOOR PLAN PG 3 —SECOND FLOOR PLAN CONCEALED FASTENERS OR ATTACHWL PG 4C—FRONT & REAR ELEVATIONS ARE THE RESPONSIBILITY OF THE PG 5C—LEFT & RIGHT ELEVATIONS CONTRACTOR OFRECORD PG 4C.1—WALL ASSEMBLY PG 5C.1—WALL ASSEMBLY ALL MANUFACTURES LABLES SHOWING PG 6—FLOOR FRAMING PLAN U FACTORS AND SHGC COMPUANCE PG 7—ROOF FRAMING PLAN WITH FBC ENERGY CODE MUST PG 8— FIRST FLOOR ELECTRICAL PLAN REMAIN ON ALL DOORS AND WINDOWS PG 9— UNTIL INSPECTIONS ARE APPROVED SECOND FLOOR ELECTRICAL PLAN PG Dl—FOUNDATION DETAILS/SECTIONS PG D2-1—STORY WALL SECTIONS & NOTES PG D3-2—STORY WALL SECTIONS PG D4—MISC. DETAILS THESE PLANS AND ALL PROPOSED WORK D5—PRODUCT APPROVAL AFIDAVIT REQUIRED BY FSUBJECT FIELD ANI CORRECTIONS ARE TOPG REQUIRED INSPECTORS THAT PG WA1—WALL ASSEMBLY DETAILS MAY BE NECESSARY IN ORDER TO PG WA2—WALL ASSEMBLY DETAILS COMPLY WITH ALL APPLICABLE CODES. PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS f?03-4 7 ST. LUCIE COUNTI' DIULDING DIVIFI d REVIEWED FOR COI REVIEWE BI DATE PLANS A R I 'ST BE KEPT ON JOB OR NO INSPECTION WILL BE IfADE. A R C N I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.aW,esigngroup.com AA #: 0003325 F U W ti O F U A F A F- ti kee s oz:KSIDE RESS #87 10{)0 HB "2605—HAYDEN" 0AP.AQR 8WING: LEFT PAQ&; COVER PAGE 160 MPH EXP. C �,LB_OURXE ARCMTECT: STATE OF FLORDA DATA w 12/07/16 DCAIM 1/4"=1'—O" C1 FILE COPY GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 11. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV, POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VI 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) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED II. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 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, gISCREPANCIES 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 _T DRAWINGS OR THE REQUIRED CODES. 6 THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COTEB.BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY ANO SAFETY OF THE STRUOT.URE 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 24INCHES 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 160MPH 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 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR2MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PERR302.5.1 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 MN)) 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/<" 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS, SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO: RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENT ITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD, 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED, 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 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 C90-1lb, STANDARD CONSTRUCTION. SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 15W 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, PSI. CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 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/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN 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 MANUFACTURER IN THE LATEST CATALOG. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN I5 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. 3. CONDENSATION LINES SHALL BE MINIMUM 3/'PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. REINFORCED CONCRETE STRUCTURES, ACI 315, THE STANDARD SPECIFICATIONS FORSTRUCTURAL 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 P3005.2 OF THE FBCR 5TH EDITION (2014). 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. EDITION (2014). THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EXTERIOR WALL COVERINGS 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOT'NG, 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-C926-11a & A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH ASTM-C1063-12a. _3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT I. #5, W31 OR D31 AND SMALLER 2" LIMITED T0: C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS I. #11 AND SMALLER 3/" 1" FLASHING HORIZONTAL LATH AND PAPER DETAILS D. BEAMS, COLUMNS; PIPE PENETRATION DETAILS VENT PENETRATION DETAILS I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1Y2° 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 WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS APPROVAL OF THE ARCHITECT. WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063-11AAND R703.6.1 OF THE FBCR, 5TH EDITION (2014) TIMBER 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) . A R C H I T E C T S 441 N. HONALU HtAGAN ULM LONGWOOD, FL 32750 PW: 407-774.6078 FAX: 407-7744078 wvvw.abdeshpgroup. corn AA t oov3azs 64 w 0 E Gn 2 cu 11 DAZ7� 12/07/16 9CA&M 1/4"=V-0" G FBI F MpY 39'_95` 24"X24'XI2' CONC. PAD W/3-S BARS E.W. ON CHAIRS MIN. 3' COVER (2 TYP.) F — — — J 4 L � 4 w CONG. EXTEND END OF PVC. 4 0) (L SLAB I CHASE UP 12" ABOVE 1 COND. GONG. PAD 13 DI 3 1/2" 4 DI B 411 CONC. 1 �'_�" DI 4' C T DP 5LA.I/ _ i\ SLABr1D1/2" I® I \ 4" CONC., RE INF. W/ 6 "x6' I I \\\ ETHYLIENE VAPOR RE ARDI-R OIL 0'-0" ELEV. ■ ON WELL -COMPACTED CLEAN = s� FIN. GONG. SLAB \ILL TERMITE TREATMENT SHALL`` • \\\ BE BORA-CARE 4'-8" 21_=9" L I \\ 24 X24 X12 IC3'-10 E vv " I DI • \ @ \ W/3O-05 BARS 2\\ E.W. ON CHASE \\ CHAIRS MIN. \\\ 3' COVER I I ■ 13 2B \ v DI II'-10" 7'-6" DI \\ 20'-4" Q1z 1311 Ill �� rvas ■ I� ICI 6 LLmA ■ f \ m I— U L � ��DLAV SLAB I I/2" _ Q H.B. W.H. AS RQ PER -5 1/2" 6 �BLDG. CODE" Di STUB UP r 2 8 D FLR I O t. t0 2N 4.1 °OPVGCHASE ¢; If �:•- , / I I ISLAND I ■ era Q I 6B 2 AC) 111 X12" LONG. PAD W/3-"'� BARS � E.W. ON CHAIRS 30"X30'X12" CONG I I ■ MIN. 3 COVER PAD W/3-05 BARS E.W. ON CHAIRS MIN. 3' COVER 0'-0' ELEV. _ 8A (SLAB 1 1I /2" FIN. GONG. SLAB I 4 13 v zFm I/2 CO11 -31/2" o� ■ ■ ■ ■ ■ ■ ■ SLAB Ilk 4 24"X24'XI2" CON& :- I' - PAD W5 /3-"BARS E-W 2'-10" 6'-0" DI 6'_g„ ON CHAIRS MIN.," COVER (2 TYP.) II'-4" FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED ECsRESS DOOR SMALL MEET PROVISION OF SECTION R3113.1 OF THE F5CR 5TH EDITION (2014) 2' VTR 1/2'if �� 2' I-I/2 �I 2° R I LA V L �J-1 2 2 3' 1 WC, 3 TUB 3 WASNER 2" VTR 2' r KITCHEN SINKW1 r ---� AUTO vENT ' WC. jr-I-In° UP La 2' 2 2' VTR LAv 2' I SPWR 2" 3' {f'2' � LA). I TUB I I 3' CO TO MAIN PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE "P" TYPE. "S" TYPE ARE PROHIBITED. SECURE STRAP TO UNIT W/ (2) *5x1 1/4 SHT MTL SCREWS SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONC. W/ (2)-3/16"X2" TAP -CONS SLAB A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD 6 12" FROM STRUCTURE A R C H I T E C T S Design r )up—inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w w \. 0 F a U w A ,4 A ti BUBD V. ar LOT: CREEKSIDE EXPRESS LOT #87 PROdSCT 04321.000 itODRic 4EHB "2605-HAYDEN" GARAOR SW]2gG: LEFT PAGIM FOUNDATION PLAN 160 MPH EXP. C MELBOURNE ARCHITECT - STATE OF FLORtDA 1 P� 12 07 aAT� 16 / / 8CASM 1/4$P-1'-0" 9ilmaT I FILE COPY A R C H I T E C T S ot _ .�. 4�.: orUroup-inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W v W Is 0 F g G W A E A F: 21 CREEKSIDE EXPRESS LOT #87 P1moa=T# 04321.000 MonIMA 4EHB "2605-HAYDEN" GARAGE OWING. LEFT PAG O DOWEL PLAN 160 MPH EXP. C MELBOURNE r00ARCHT. STATE OFITEC0FdQA 1 D 12/07/16 SCAXM 1/4"=1'-0" 9*EMW 1 A. A R C H I T E C T S `',-< ,.fix,=..'�s��r";•= "' I I I I LANAI j I I 3052-SI-4 (2) 3O52-SH —^ 0 *I" BEDROOM #2 V-8" CL.G. GARAGE 8'-8' CLG. ISTORI 5-00- EU Rlp -------------------- L-1 LIVING ROOM s'-&" CLG. FOYER s'-s' CLG. DINING ROOM 8'-S' CLG. II I II I II II� e O II e I — O I KITCHEN 8'-8" CLG. PAN. F---7 �I I w, 36'XIO' TRANS. L— 2 1LINTEL SCHEDULE NOTI=: THE LINTELS MAY BE SUBSTITUTED LITN LINTELS I=ROt-t ANOTHER P-IANUFACTURER A5 LONCz A5 THWE LINTELS ARE OP EQUIVALENT OR GREATER CAf=ACIT?' THAN THE VALUES STATED FLEX 8'-8" GLGi. (2) 3O52-SP -PORCH 8'-8' CLG- 4^zTm4c4mlGTt LINTEL SCHEDULE LINTEL NO. LENGTH TIrfD= COP'IMENTS L 1 17'-4" SF28-15/It L a 4'-6" 8P8-15/It AE5V. e SP16-15/It L 4 7'-6' 8P24-15/It L 5 4'-6" 8P16-05/It 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w w 4 O F h q F F 2 L KSIDERESS #87# 1.000HBHAYDEN"9111�1iGP:FTLINTEL SCHEDULE 160 MPH EXP. C MELBOURNE (CAST—CRETE) w DATA 12 07/16 BCAZM 1/4"=1'-0" ARE COPY A R C N I T E C T S Iam v H5 61 N 21-1 10, 10'-011 -11S 6 "X6' P.T. POST (2 TYP.) LANAI I, 2 + 2 4 coNl, l I (2) 3052-SH 6068 &G.D LIVING DINING BEDROOM #2 ROOM _ ROOM 8'-8" CLG. 8'-8" CLG. Q V-8" CLG. 3'-0" �t 17 � ?� C.V. jj 9 91 ---------- A I 4x4�� o z lll \Y'J II Y BATH 2 III Po5r r II o z I CLG LS.W. I — O m V. c. _ A LAV. a I I Q KITCHEN WC. 2-8 s'-5" CLG. L.51U. 42' H. HALF W�. WALL W/ CAP -10" 10 -1& 2'-8" 3 0' STOR. L7�IL3-514 SLOPED CLG. b3 I Cn STAIR DATA — — —16 RISERS is 1.54" G. = 15 TREADS e 10, V. ARCH +1" NOSING 50LLARD AS PER 5QLDG. 4 0 G GODS It GARAGE FOYER 6-all FLEXCG all V. C. �T. (2) 3052-SH 36"xl0" TRANS. I 5LK COL. t0 16'-Olxr'-0°oHl. PORCH 8I-8� CLG. j -t'-8" A.F.F. �r e .I (2 TYP.) ■— — — — — — — — — — — — — — — — — — — N 4 5 _4 v I 20'-4" 8'-0"'11 -0" 16'-0" 2'-10" 7'-4" zP-a" 71 FIRST FLOOR PLAN NOTE;: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-6 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR A55E:M5LY TO 5E rHE:RMA-TRU NIBERGLASS DOOR W/ TRANSOM (SINGLE A56EM5LY) -20 MIN. FIRE RATED DOOR TO 5E EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R302.5.1 OF THE F5CR 5tH EDITION (2014) is DSL. TOP PLATE m WBAR- DETAIL COARCH EXTERIOR MASONRY WALL 51RCs. HEIGHTS 5R3. 8'-8" 5RCz. //, 71 LOAD SRCz. WALL U.N.O. ON PLANS SQ.FT. CALC.'S 15T FLR LIVING 1104 50. FT. 2ND PLR_ LIVING 1501 SQ. FT. TOTAL LIVING 2605 SQ. FT, GARAGE 43*1 50. FT. PORCH 53 50. FT. LANAI 80 SQ. FT. TOTAL 31-15 SQ, Ft. COMPONENT NO CLADDING WINO LOADS BASC WINO EXPOSUFIE FOR 3 SECOND GUSTS OPENINGS °mow ZONE 160 MPH WIND (Volt] REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 16010 0.1 4.D. 112 5 29/-35 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 PtR SECTION 612.2 OF THE FBCR 5TH EDITION (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE o71 4 Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F w h W U W 0 Q. V w A F F: SVBaiv. ee LOT: CREEKSIDE EXPRESS LOT #8'7 04321.000 4EHB "2605-HAYDEN" OAR.AOB SRO: LEFT PAO]& FIRST FLOOR PLAN 160 MPH EXP. C MELBOURNE ARCHITECT: STATE OF FLORIDA PAUNT12/07/13CALM 1/4"=1'-0" FILE COPY LAUN. <jq 8'-0° GLCs. 1 OPT. 11 OPT. I I D. II W I L--JL--J II a" 2'-4" 12'-0° 4'-2" (2) 3052-SH 4X4 I I POST o d 0 CHASE UPSTAIRS I LIVING I BDRM. I a I of 42' P. HALF r IUALL W/ CAP 4'-0 3'-411 A % ova rV IR-ISH I r STAIR�TA �I ) 41 I GLG. 16 RISE( 754' 15 TREAPS 6 10'+I" NOSMGATTICACCESS "BA�TH OWNER'S G G' SUITE ' 8'-0" CLG. Q z O > X=3 4X6 POST Q I rt' W.I.0 I ' 2040-SH EGR S- TEMP. 4X4 POST BDRM. #4 8'-0CLG. im- BATH 3 8'-0" CLCs. 3-SH LAV. I LAV. �'-4" I'-S" 51_811 ti 3 n ip tt 2'-4" -10, CHASE BDRM. #3 *I �p 8'-0' CL.G. I ry ' r �I D5L. I I STUD 4Xfo (2) 3052-SH POST EGRESS 10'-h' 4 -2" 8'-0" 2'-4° 2'-411 SECOND FLOOR PLA? NOTE: 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE I I 10-0 3/4' 2ND FIN. FLR 6-8" BRG. HGT. NOTES STAIRS RISERS TO CONFORM TO FBGR 9TH 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/1AD HANDRAIL CIRCULAR CROSS SECTION PIA. 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" FIN. FLR 7HE CLEAR SPACE 6E711EEN T HANDRAIL AND THE WALL SI 5E 2 1/4' HANDRAIL • 36' HANDRAIL • 36' W/ 2X4 RE-WFOR NOTE: HANDRAILS SHALL NAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMTETER OF 1 34't 2" OR A NONCIRCULER GROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8. HANDRAIL DETAIL L SCALE:3/4'=1'-0' 42' H. IAALF WALL W/ GAf' —(2) LAYERS OF 3/4' PLYWOOD SECURE TREADS TO STRINGER 3/4" T4G SUe) FLOOR — OR (2) LAYERS OF 3/4' SUB W/(3)MS 3° SCREWS • EA GLUED t SOWED FLOOR MATERIAL RIPS FOR STRINGER, UNTHIREADED SHANK PER FASTENER SOLID NAILING TO EXTEND BEYOND THICIWESS ' SCHEDULE OF SUB -FLOOR SHEATHING i CnB PW-ENG. FLR TRUSSES STAIR -E;A-TA- I(oR a 7b4' 15 TREAPS g + 10'In NOSING NOTE: -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARDS. FBCR 3112.2 3/4' KICK I PLATE 1' MAX. I�' rvoslH� MN. I S T O e 3-2x12 SYP STRINGER REINFORCED W/2X4 SPF W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL-400 OR SIMILARE • EA HORIZONTAL RUN 2 X 4 RE-INFORCING • EA. 2 X 12 STRINGER SECURE W/12d W-8' O:G. (A�S .T &R DETAIL 2X4 ATTACHED W/10d - MASONRY NAILS a 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O.G. MAX. -42' H. 1/2 WALL W/ CAP A R C H I T E C T S ruroup nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J F W y Chi w 4 0 Fy w G w ell A ARCHITECT. STATE OF FLORIDA nATO 12/07/16 19CALM 1/4"=1'-0" 4' A DECO. DETAI mL 1/a' 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 FLASHING SET IN ROOFING CEMENT FIBERGLASS SHINGLES OVER "3c FELT PAPER ON 1/16' O.S.B. SHEATHING OR 1/2' CDX PLYWOOD SECURED PER NAILING SCHEDULE LSU-26— - 2x6 RAFTERS V 2x6 LEDPER SECURED W/ 1/4" x 4' LAG BOLT W/ 2" P WASH) R - —24' O.C.C. �AX LUS26 W/ (4) 10d'e— -- TO LEDGER AND (2) 10d's TO 2x6 JOIST 2X6 LEDGER W/ I/2'x8' — -"4 THREADED ROD 32' O.G. -21-011 MAX SET IN SIMPSON HIGH STRENGTH EXPDXY 6' MIN EMBED. 1/2'THICK, 2 COAT CEMENT — PLASTER APPLIED DIRECTLY TO MASONRY ROOF @ S.G.D. SCALE: 1/2' = 1'-0' +/-2i'-i 114' SRS. HGT. DECORATIVE FOAM DRAIN TILES 6" RAISED BAND 12 IW-0 3/4' 2ND FLR. BRCS. HCst. FYPON 18"X62' 1'-0 DECORATIVE SHUTTER OR EQUIVALENT Q 4" RAISED BAND 10'-0 3/4' 2ND FIN. FLR — 8'-8' BRG. HGT. 6" RAISED BAND = `' i OPT. COACH LIGHT � ;+ tY 0'-0" FIN. PLR. IL -' I6-0 3/4' 2ND FLR BRG. HGT. 10'-0 3/4' 2ND FINIL FLR L 8'-S' BRCx. HCst. - 0-0' FIN. FLR. /—CRICKET I_I I 11 �1 ICI ICI 12 6� FRONT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 _ 4 N TEXTURED FINISH ELEVATION SHINGLE ROOF FYPON 18"X48' DECORATIVE SHUTTER OR EQUIVALENT `r BRCs. HC . 2ND t=LR. 10-0 3/4' 2140 FIN. FLR. ems' -a, BRa. HGT. RAISED BAND (TYf=d 4" RAISED �� BAND (TYFd — __00V0'-0" FIN. FLR J IS'-0 3/4' 2ND FLR BRCS. PGT. 10'-0 3/4' 2ND FIN. FLR 8'-8' BRCS. PGT. �0'-0' FIN FLR-0' FIN FLR AREA OF ATTIC = 1585 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1585 /300 = 5.28 VENTILATION AREA X SQ. INCHES PER FT. 1144) = 760.8 SQ. IN, MIN. REQUIRED VENTILATION = .5X 760.8 IN UPPER PORTION OF ATTIC - 380.4 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 380.4 /115 TOTAL#OF VENTS REQUIRED = 3.30783 TOTAL#OF VENTS PROVIDED = 4 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) f-A R C H I T E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w W v w 4 0 0. a A F k de LOT.KSIDERESS # 8'71.000 IHAYDEN" BWZKG:FTcm NT & REAR ELEVATIONS 160 MPH EXP. C MELBOURNE ARCHITECT STATE OF FLORIDA Dp m" 12/07/16 COPY A R C H I T E C T S CLEFT ELEVATION TEXTURED FINISH RIGHT TEXTURED FINISH ELEVATION =LR. Y d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesipgroup.com AA #: 0003325 07 F N W U W 0 h 0. �1 I F F m%nmrV. a LOT: CREEKSIDE EXPRESS LOT #87 P1�JzCT 04321.000 acoa� 4EHB "2605-HAYDEN" ARAOR ems: LEFT p LEFT & RIGHT ELEVATIONS 160 MPH EXP. C MELBOUR E A RCFiiTECT: STATE OF FLONDA �A 12 /07 /16 8CAL-: 1/4 Y1=11- 0" Copy 1-41-011 A I E`. TYP. F"E'O®17 T ELSE i ATIO _Eit � 12 WA5 15C wA4 U MIN." 16A wA4 ELE ATION 141_01, m 4A wA3 TYP. NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. ARCHITECTS roua-inc. •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F N W U N `. O F 4 U W A h F: SLTSDiV. a LOT: CREEKSIDE EXPRESS LOT #87 Frnon CT# 043 1.000 aco a 4EHB "2605—HAYDEN" c�wRAa�s� awn�c�: LEFT PAom WALL ASSEMBLY 160 MPH EXP. C MELBOURNE ARCHTECT: STATE OF FLORIDA DATM 12/07/16 SCALAb 1/4"=1'-0" a*= 4Ca I A LEFT ELEVATION RIGHT ELEVATION ATION NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. ARCHITECTS •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W U 4 F a Ell Iltn3DM a LOT: CREEKSIDE EXPRESS LOT #87 PROJ=T# 04321.000 MODELc 4EHB "2605-HAYDEN" 4ARAZE DVn40: LEFT PAQ& WALL ASSEMBLY 160 MPH EXP. C MELBOURNE ARCHITECT STATE OF FLORIDA 1 `DATM 12/07/16 SCAT b 1/4"=1'-0" 5c. 1 F/�ccopy A R C H I T E C T S CONNECTOR SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER [Ill Imcl X I In' - NO Ill OPTION) MEt4-K I460 HTA K-K (w) Wd x I a. I-P-T, (Will (10) 1ISd x I VY) (2) META-K Rab (2.)4TA K-K 2000 (ta) Kd 2-PLY ttISP, NO Kd OP1IONl 2E16 HTA K lT0 (W 10d x I I*'I-M17, l0116d 2-PLY UD0. fill IOd x I I*', NO 16d OPTION HETA-K ial/ (S) Kd x I U2' I -PLY, (6) Kd ]-PLT USP, [Ill Wd x I V2', NO ibd GpTIQU uETA-20 DID PTA 2/ K10 --moms (10) IOd x I W. I -PLY UaP, (10)10d x I A' (2) FETA-20 M 4TA-20 3230 (tl) Kd 2-PLY rump, NO Kd OPTION) —mim (T) - V4' x 2 1/4' TITER. 2 (Ull DLK A) V4' UB, WOOD fK)10d Lair-2 31l 170 0 Q PEFAL-TO 24"20 3430 (lu - Wd x 1 IA, 1 K.T Q (U sill ATR N HKN 6FRENGTFI EPDXY MN Q' EPIISED), (16 Ild TO Op f(Us (WOOD( t0 Jul MGt 306sOUTS W l213/4' ATR N HI(i4 STRENGT4 EPDXY (MIN. P EMDED4 (K) I/d TO WOOD (USP, WOOD (U IOd1 Hair-2 . 10000 STSo 9Kl (USP,WOOD(U10d1LGT3-a Hot-3 IOb'JO3 ftl)800IA4'x3'TOGR®ER(4)3AVxb'TRENHDTOWALL (UmP, CCNC. (4) 3/0' X D• UEDW DOLT, WOOD M) WWO) m]D 3R83 3" 1210 PmNLTA] Ql/ PE1Q7110 WALL (Ill lab x I -In' (limp, (IW 10'd x I In' . 4940 w USP cow"I''ll FOR SPTPSOx wT WOOD T(a•XT T13 (1)WillATR IN HIGH 6TfENGTH EPDXY MN Q' EMBE9L rK)J-SD wT 1Kb NO USP OONVVIll FOR 6MPbQ4 r2) wT) (2) "' ATR IN4MM $1111 � EPDXY MN. Q' EMBED), f3210D6 V4'X3' PLY t2) wT MTW u (w 10d x I N' (USP, (14) Wild x i VC, (14) I/d) MFO-tl low IM I-11W 16 (K) IOd x I In• (WP, rK) Ift x I In', [K) IOd) HTm-K 14a0 HTW 20 (24) Ill x I In• ruSP, (24) IM x IVY, (26) Wd) HTB-1l W14 (24)111 x I In' (USP, (24) 10d x 1 N', f2/1 iltl7 4TS-24 1460 24 LSTA-tl ++ 97a LSTA tl WO 12C65 [YDl fld 1101x, (l/) Yid L6TA-K .a 290 LStA K (14) Wd Uep, [K)10d META-Im w I3Ib META-Im (14) Wd USPe (14) IOd MSTAa{ « 1640 IOTA-24 (10) wo USP, (10)10d MSTA-30 .. 20M MaTA-30 (22) I0d Uep, [22J Ild N d Q MOTA-3i 2060 MmTA-36 2/66 (24.) 1" USR [M110d H Mill3800 XSTI 236 3mml (36) Wd x 1 VI' Will (3N 1" x I In' MOTI-4S 6lbD KT01146 SKIS (4S1 killxlln' USP: (48)IOd xlln' N H6 a/ LFFA 6 tlIO (N ad To P-4T O !a) ad TO STUDIO fU%R (16) and x I V2', 06) Od) OFF 4 m46 (6)1Nd z I in. ro STUDS USP: (6) 10d x I V2' r0 STUDS �.q emb t)o ■d x I In' ro BEAM, (4) ad x I In' TO P06T. USP, (4) Sd x I In' TO DEAL (4) Od x I In' TO POST. A34 39b Ma 34 9a0 (tl) IId x I In' US-, fill lid x I V]' TO 7R)K, fill 10d X I In' TO PLATE HOF2 64S HHCP 2 Ol0 (0) Ned x I In' USP• !8) 10d x I N' To TRIM, M Ill X I in'To PLATE FUOA 114m Rf KA Da0 (K)-ODS 1r4•x3' 0 LLom, f101mD6 LAVA In' LLY THREADED ROD, (2) NUTO/4" EM PLY wT 4 HDa4 4m40 PHD 4A s21 USP, Still ATR MN 1' F]'E3ED SET IN Hw 6TRENGi}I EPDXY, (10) UO3 WOW selwam (K):0PS 1/4•x3' TO WOOD, M-WW STUD BOLTS Ulf TWIREAMROD. (2) NUTSAWAIINIERAPLY I/W 4 "DID 4m40 TO% 1V Ip40 Uep, 143' AM MIN. T' EMBED SET N PO4 O17F542114 EPDXY f4)1W THm-aOLTO (1) bAb' ATR N HOW STRENGTH 19xOxY, (IIU'L 1' EMWPJ IN cOMC. (12) Kd TO WOOD Will SAME AS SPTPWN ABU 44Y 2200 66" PA) 44 26b &To (U S-W ATR INW04 6"WW41W EPDXY, (MN. Y EMEW.) INOONO. (1)Kd TO WOOD Will SATE AS OrMON A9l KY UOD tl/// PAU K ]3S0 KOIb (U 3/4' ATR IN HIGH STRD,414 EPDXY, [MN. 1' EMQEDJ N COW. fm)Ild TO WOOD UOR SA1E AS StIPSON N d' Lt111 ... a40 Lib tl tl� (U W ATR N HIGH OTIEIiGl$4 EPDXY, (MN. I' BIDED.) N CONC, (11i TO WOOD O moe b60 LTS 29M II06 USP, 314' A R MN T' E? BFD SET INH fi S iEN6 EPDXY, (W) Od, f l) Od z I In', 2-VJ' _ (I/still AtR N HIW a1TENGnR EFv+cY MK 1' EMBED) M COTC. (W mD'IO X 1 VJ' (USP, [2/) lid X 2.VT) (.) 4rr4 4496 HI-r46 4K0 UOF jMm MOTE NAL OPFIQHO l20J Kia OO) Ild x I-V1', (20116d x 3 V2' Z !U ahe' ATR N HIGH OTTEI(OTI.I @'OXY MN 1' EMaEDJ IN CO'C. [M) lid X 2 In' lUOR !20) Kd X 7-V2'1 Q HTTa 903/ H1T40 m00a UBP 1jAO MOE NAIL OPTIGi9, f2N IOd, (]61 Ild x I-V]', [701 KQ x 2 V2' II 1430 (I) I' TR N NIOVi aTI4BlaiTH EI'OM, aiK 10 QTBEDI N OO1C. (YJ aDa)i' x O4 aDw SOR.xIIO (UA O4J W33 2IQQD SOIEJ6) FHDoII- M 28. I1611 UPFIP (U T/� AB. N F11GF4 OTREN6Ti EPDXY. (MN T' EMOEDJ N GONG. (3) 3K' STUD p0.t0 TO WPW rllmf°• (4)1AY BOLTS) VR0'IB 6646 TDX IO IOH0 (U 3/a' ATR N Ngli OTRI3TGTH EPDXY. MN 6.TD' E'BEyPIB[il N O(iLL TOP, rU 9/4' 9 ATR: N HIGV! STP63WTN EPDXY. n"iIN iib' tlIDEOPIElT1 N G'ILLFA,CE, /4O/d TO SiEl4'I 2bm0 IBIS UOP�. fU V2' J-DOLi WI MNP1Y•16, E'IDED. 4 N0( <EM 71JAPl 4' PRCPf EDGE OP GONG W/ 3/4' DIA ITW Min"3AI2b 34111 03M W3OX12U AR]OFF.4D DYNA BOLT aL�l£ AICFIOR OR E[4 W/ MK a' EMBED DEPTH PeTA1FD N iilE FACE. Yn 26" (FLR) 2110 (FLR) rm, d TO FEADM (I0) Ktl TO WOOD USPR SAME AS ORTPSON W (' HW2G412 rwooD, 36» HU0412IF 3/60 32K !ROOF) !R 332b OOF, . .:. (m Pep, T4AiGe1 ro (3Iu, rIu W-Tic 6Doo, UOR r1u v4' x 3• Wm9 6cFa=1U0, [1a to uIQOD. Z Q HUGIO /cMW) ow 4120 HP41/ IF Lob b01 ! (20) 3M' TA4ER4 (IO/ IOtl tO WOLO ' x 2-314' TITE4 (I PER FLA W TO Ot'IU. UO) ■d TO WOOD, (USP, (W V4' x N W83 e(2Eu1, (K)10d TO WLOOO. _ W=iv-2 /O1u) MISS 10 Slab HD3-2F 13W s100 � Will 1, TAPPER.. (11"Wd ro WOOD (I FiA4GE) To 0%(IV) I/d TO a 0D• rU.1 (e) V41. 1 mg.; gjg. [IS) ISO TO WOOD. Tmh PER HUC21l-3 (CM om 6mm6 HD21/-3P 13W 90" uBx 20) 3A6' TAPPERq (10) Ill TO IUDW LANGE)1O O'IY, (4) V4' x 3 IM ODO OGIEUl x4 TRB( HD AN010Im (2 MR FTo aGOD. L(Ifitl6-2-SIDS 1490 LfAPR6.2 IQ► gm00 6066 riJ •», W04 OTTEm MTH EPDXY • O2IPSON 'SET EPDXY -TIE'. CONTACT THE AIC.F[RECtAE4GNESR OF REOOFOR �RE1 1APPROVAL PRIOR TO OUD6TITUTNG FOR OMLAR EPDXY PRODUCTS OR USP - GA AG4EOIVE ANOHORINO SYSTEM W4ERE MIOFIOR E'tBEO11i-Ttt IS aiIEATfR T4 N r PT�P, THE VERTICAL CELL N CMIL WALL MKT BE FILLEIR SOLID W GIROUT. Wd COMMON NAILS CAN W SUBSTITUTED UT14 III x I N' NAILS N CONJWOTION W; A 23m R RUCTION 1NK SHE ALLOWABLE LOAD. WitFtEN A`F1RD'AA_ FROM 11-E AIiCHITECt IS REQUIRED FOR TWO APPLICATION PRIOR to WALLATIGi «. MNMM EMI EOMBit INTO 111E TOP OF A DONDDEAT WILL EE 6', iMNr%M BIDEOMIENT INTO THE PC NDATTON WILL DE I' N W f— AtR • A-3/7 ALL iHIEAP ROD (SUE. P1BOIEOTI01 TYPE LENaihI, ETC. YARR°O) APEOT OONNECFORS Tie C@RRACTOR MUST m me-vNa1DLE "on MAONG a m r", -re PROPER colisiol PROTECTION Z aECAJ6E 6 THE WIDE VARIETY OF MATERIALS, LOCdi104m, AND CONDITICl/O THAT MAY O USED. U84 USING STARLESS STEEL CONNECTORS, U96 STAMM STEEL FAOTE3ER0, WIE•l USING 2 MAX / HDa &ALVM(iE�W 074`E�, LOE FASTENERS GALVA 12ED PER AbS -Al" USE OF E1,PANSION AXCHOR6 WILL ME EVALUATED ON AN NDIv=& BA61S AND MUST HAVE WRITTEN APPIRWA- FROM Ti E ARCFNTEOT/QYiNFER OF I'l PRO" TO USE 1W04 WIND-RE.SWl CONSTR)OT1ON F-c-HUacA4*, AND ANCHOIWNG 4 FMTMING SYSTEMS FOR CONCRETe 4 MASONRY A1. CONWCI'OR VALUES RASED ON SPrOON VOO D CONSTI'l CONNECTORS O-C2011' , CATALOG O-mAO-20, 4 UbP STRUCTURAL UmNEDTORS 201111 HEADER SPAN CHART 51NGLE STORY APPLICATION SIZE CLEAR SPAN D5L 2 05L 2 D5L 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO I' -OH 1'-0" TO 10'-01 10'-0" AND OVER TLUO STORY APPLICATION DOWN 5TAIR5 SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 05L 2 x 6 x 8 x 10 x 12 UP TO 51-01 5'-O' TO 6'-4" 6'-41 TO 8"-011 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' U.N.O. 4'-ll 1!1° �'-II I/2' AND UP NUMBER OF PEADER 5TUD5 SUPPORTING END OF DEADER I 2 3 NUf 15ER OF FULL LENGTH STUDS i 2 3 ,AT EACP END OF FADER 2 x 12 (02 SYP) �/16' 055 NAIL (3) 126 A 6'-8' O.G. TYP. 2x12 BM. HDR. FIRE DRAFT STOP .mxa.. xa. xa.il"M PRE-ENCa.- FLR TRU55 2X4 NAILER FOR DRAFT STOP ELEV. VIEW PRE-ENG. FLR. JOISTS 3/4' PLYWOOD DRAFT STOP L PRE-ENG. FLR JOISTS 2X4 NAILER FOR DRAFT STOP 3/4' PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS Ll II II II II II m II II II I��L II � FT2 L i— — HUG-41 �Ir —tt—C r FTI4 (2) 2XI2 5M. TO 6X6 POST MSTA-24 POST TO SLA5 A5U66 (TYP. 2) (2) 2 12 511 �,>J4 v — iQ y�A ��Q 2 nl � V 1 Q 1\n1 ITi ITl 1;1 iI/rl rk_ . 1l IL FT3 TRUSS TO 4X4 POST U/(2) MT5-12 POST TO SLAB I-TT-4 I FtI YL9 �I 5miFTI1 _ — — r�xrxr� A5t1 0 8 LEDGER SECURED W/�' 6" LACs BOLT 2" DIA. UA5-4ER m" O.G. MAX. META- FRAMING PLAN RANEY 09/30/15 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 00033325 KEN W h w 124 4 Qo a A F Q Oslo 9Li8Dm a 1ST: CREEKSIDE EXPRESS LOT #87 FROIIi&CT 04321.000 �iODm 4EHB "2605-HAYDENI" ARi/�R SV/'ZNG: LEFT p FRAMING PLAN L160 MPH EXP, C-RANEY ARHTECT: STATE OF FLOMA ►1 ".1. 12 07 _16 ip CAIO.M 1/4"-1'-0" FILE copy cONTmx.PATE. W-m-M CONNECTOR SCHEDULE I SIMPSON LISP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-6 H60 HTA 6-6 163D (0) Wd x I M' I -PLY, (6) 16d ]-PLY, N014 (10) I®d X I In' - NO 6d OPTION) (Z) META-16 KOb (Z) HTA 16-6 ]SOC (10) Wd x I VT I -PLY, [USP (10) Wd It I In'? ]bTJ (µ) Ibd ]-PLY MOM NO 16d OPICW HETA-16 610 HTA 6 6T0 (S) Wd x 1 In' I -PLY, (W 6d 2-PLY WP. (10) Wd x I VY, NO 16d OPTION WrA-20 WW HTA M Wt0 (0) Ted x I V1' I -PLY, (6) lid ]-PLY UGP [ID) Wd x 1 V]', NO 6d OPTION `r �. Z n) WrA-20 2030 (2)HTA-20 3230 (W) Wd x I In' I-PI.T U6P [10) Wd K I In' ]bm0 [Q ) 6d 2-PLY 9)eP NO 6d OPncN1 0 LOT-] 200 LUST-] ID00 RJ - V4' It Z 114E TREK, Z (UOP ELK (G) V4' WE, WOOD (16) IOd QPMAL-20 34M OWA-20 2430 (6) - 106 x 114,1 PLY MST 3560 MUGT 4Mb [IJ b(V ATA N HKW 01'IR9WYfH EPDXY (MIL Q' EMEEDI. [7J1 Wd TO WOOD (U0P. (]►) Wd TO WOOD) HGT-Z « I O M)GT-Z cxIw (Z) 3/4' ATA IN W104 6TIREN[iT4EPDXT (MOIL IZ' EMOEO), (16) Wd TO WOW (I)P, WOW (6) Wd) HST- « 10030 HAIGt- 6K0 (]) W4' ATR IN HIGH 6TRENGTH EPDXY (MN. Q' EMEED), (16) Wd TO WOW [46P: WOOD (G) Id1 LGT3-6Owb 3m WGT- 3m [Q18D6 V4'x3' TO dl®ER (413/O' x r 11TEP1 FID TO WALL [W6P cOIK.l4) 3Ib' X 6' uEDSE MOLT, WOOD [IZl WI6ZD1 LTA] QW PARALLEL TO WALL QW PERPEIPICLA.AR TO WIALL LPTA bW [W) Wd x 1-14- NGP, (10) Wd x 1 14 Kit 4640 No USP CO YMOICK FCR SMP66N Kai (U 6iV ATA N HIGH "40W W EPDXY (MIL Q' EMEED). (16XWS V4'X3' TO WOO a) vat 1ED No uSP CONEASIm FOR SMPSON []) y _T) 1 []) bW ATR. N M W4 Wr MM&M EPDXY MN Q' 0115M), (M] 11108 V4')G/ ] PLY MTS-0 100W MTW Q IPO (14) 1" x I VP (U6PR (µ) IOC x I In', (µ) Wd) "TO-16 II60 HTW 16 0*0 (6) Wd x 1 In' (USP (6) 10d x 1 In', (6)10d) WTO-20 µDO MRW ZO 1D30 (W Wd x I VS (USP, (24)10d x I in', (20) l0d) WTO-24 14" HTW 24 IDW (24) Wd x I In' S)6P, (24) IOd x 1 In', (20) Wd) L6TA-12 w ffi6 LSTA Q 990 (IC) IGJ U6ry (10) led LBTA-b w Im LeTA 0 tm [µ) I" u9m (µ) Wd MOTA-10 w 3b MSTA-0 EW (µ) Wd USP (µ) Wd N MWA-24 w 1640 META-24 640 (10) led um% (W Wd (L MOTA-30 w 30" 14ETA-30 2060 1 f") Wd USP, (]]) Wd META-36 w 20M MGTA-36 20" M)10d USP (26) Wtl E- MOTI-6 3000 K6T1 236 3610 (36) Wd x 1 In' UOM (M) Wd x 1 In' V) MSTI-4S U*b KTbI 248 to [Y) Itb x I In' U9P [4u Wd x 1 A' H6 sm LPTA 6 1210 (0) Od TO P1 -AV6, (S) 6d TO STUDS (WISP, (6) Od x 1 In', [6) 6d) SP4 SOb wt 4 Gob [6) I0d x I In' TO 61Upo USP (6) Wd x I V]' TO STUDS A34 366 MP 34 300 (4) Sod x I V]' TO EENM, (4) 60 x 1 V3' TO POST. LISP (4) ed x I In' TO 06AM, 14) 6d x I In' TO POET, HOPS 646 HHOT ] 11100 (Q) Wd x 1 V]' UWP (W) WC x I In' TO TIWM, (10) Wd X I In' TO PLATE WiVA 140 Rr RA 13M (W 10d It I In' ueP (9) Wd It I In' TO TIMM, (0) led X I In' To PLATE VGT 4 H0114 4640 PHD 4A NO (16Y006 V4'x3' TO WOW, (W)-OD6 V4'x7 V1' W/ t- MAPEO ROD. (Z) NUTONWOIgRn PLY UOP: b/r ATR MR T' EMEED OET N HIGH W1111946TH EPDXY, (10) W63 WOOD GCAM6 VGT 4 H" 4240 TOX W WH0 (16 -606 V4'x3' t0 WOOD. (3)-3/4' 6TUD WX16 WV tHREADED ROP, (21 NUT&4UAeWWWPLY L61% 7/0' ATR MN. T EMEED GET N HM OtI18N5TI4 EPDXY, (4) 74r h"ai-MOLTS AEU 44Y ]]00 i66b PA 44 2635 6116 (U b/r ATR N 145344 6TM34 11M1 EPDXY, (M6L 1' WEED) N CONC, (12)16d TO WOW UW% 641E A6 6IRIPOON AEU 66Z 23M Qom PAW 66 2300 6006 (U W ATA N HIGH 6TN3NWA14 EPDXY, MN 1' EMEEDJ N COW— (12A6d TO LLOOD WP, 691E Ab Or POOH V) LTTA! wa Lw LIS MO 120D (1) 3/4' A.TA N 44H &MENG1H EPDXY, (MIK T' EMMDJ N CONC, (616d TO WOOD USP, GAME A6 Or POON O LT 20E « b00 LTG uE WO (I) VY ATA N HIGH GTEMTH EPDXY, MOIL T' EMM PJ N COW_ [ WJWd TO WOOD U61% W4' ATR MN ED 1' EMMGET N HIGH STREP0114 EPDXY, NO) Wd, (10) Wd x 1 In', ]-In' _ U Htt4 44bb 47TT4b 4160 (1) WW ATA N HIQH WrIWENW14 EPDXT MN 1' 9-00.) N OONC (W KoW x 1 VI' (U6R (]m) 6d X 2-09 UM HAG MOM NAIL OPTION]W & (]0J Wd, (I0d x 1-VP, (20) 6d x Z V]' Z Q NTtb bow Htt4b b00b (U WW ATR. N HIGH ST�YxiH EPDXY MN. T' EMEEDJ N CONC, (26) 6d X Z In' (USP 6 (Z0) d X 3-09 UOP HAG MOM NAIL OPrIQNG [W)) 00, (W Wd x 1-141, 00) lid x ] In' HwCal-ODS Zb« IIp10 UPHD II µm (1) l' ATR N" 51R*t16h! EPDXY, MN W 9MMEDJ N ODIC, (24) aCG )P 9'i1? YIOOD 6GWA 916IP (24J W D UOOO 6OE9W NO16 664b TOX W WI40 (V 1/S' A6 N HIW 6TFMOT4 EPDXY, MN. 1' EMMEDJ N ccNC.l3) 3/4' STUD MOLT6 TO WOOD (YGR (4)19V OOLTO) N MOHA 336ADb 3415 6330 N4M36XQu 2600 1UW WMIPbOI[, (I) 3M' ATR N H6N 6TRI MOTH EPDXT, MN 6.. M' 9'6ECNENT) N CMa TOP, (V W4' ATA N WW 6tMING114 EPDXY, MN 6.1b' EMEEOhh3t1'1 N CMLL PACE, (WADd TO WAM LO N (I) W' J-DOLT W/ Milo" *I ENDED. 4 NOT LE00 TRAY 4' FROM EDGE CP CONC WV 3/4' PIA RWI R4M6ETAFJFEAD DTNA MOLT SLE£,E AYOIIOR OR EQ N MN II' MEW DEPTH KWALLOO N THE FACE W 03205 HUOC4Q (WOOD) 316m ]6[FLRJ 60 FW041]S= 3060 ]TIp 334b (IWI90F) (W) 6d TO MADER (10) 6d TO WOOO LOP: UMS AS 61HPlION (HOOF) Z Q HUC4W (CFIII/ WIOO 4G70 FIO4W P bOb 6000 TO WOOD, (U6R (W VW x 3' M LLGOD. WOP ) sAi t TAPPERe f )Wed To = HUC] W-] (CM) 6N b006 HD7 W-]IF Lift 6000 (W W x 3-W4' TrtsN M PER FJ C ICANGTO U, (W) Yed WNWYI63 TO WO, P, (IS) V4' x 3' Grdlm , (W) WWC W TO WO. WP (iW 3N' TA"VPA (W) Wd TO WOOD HUW W-3 (CW) Y100 b0M HPZ W-3S= bob b000 (W IM' x Z-Y4' T 9 PER PLA'NGF) TO CM (W) Wd OD, TO WOUGP (W V4' x R=W0. 3' WIN 6C(W) WW O WOW. UOIP (WO) 3 TA -Rlte (W) I/d TO WOOD µ3O bb3b LGWM]W,-] ]I]b dmmb 4' TITEN HD AVOHOM n PER P✓NBEJ TO CM(� V4' X ] In' WO OCIMY6 TO WOO,LGWi]b-]-6DS WIP 4) T,xM HIGH 6TRMT14 EPDXY • 6MPWN 'GET EPDXY -TIE'. CCNTACT THE ARC4ITECr4Mt EEJR Coo RE40PP FOR UMMM APPROVAL PNOR TO OUEGTRWTNS FOR GMILAR EPDXY MWOUOTO OR U6P - CIA ApHEONS ANOJORt14 SYSTEIMG « WIEM MOHCR WOW MEW 16 GMA-MR 114AY T' DEEP, THE VERTICAL CELL N CM)L WALL "AT 9E MILLED 601-10 P/ GIROR. w Wd COMMON NAILS CAN ME SLMITIUTEP W114 Wd x I VP NAILS N CON.ANGMON WRH A Ub qE=UChON N tHE ALLOWAAIE LOAD. WRITtIEN APPROVAL PROM THE ARO4I1 ECT 16 RE UIRT FOR THIS APPLICATION PRIOR TO NOTALLATWK N «w MINrtJM EMDEOMRAT INTO THE TOP OF A EONPMEAM WILL me r. MN"MIIM EME'EO-mr Iwo i�6 FOUNDATION WILL ME T W F- 0 ATR • A-01 ALL T14 MAO ROD m= PROTECTION TYPE, LENGTH, ETC. VARED) Z MECA M W THE WIDE VARIETY O: MATENAL6, LOCATIONS, AYO COVDITONG hAT MAT AFFECT CONNISC701110, 114E COSTRAGTOR MOOT ME IMOP"IMLE FOR MAKb1G 6WM THAT THE PIROMR CONR061ON PROTECTION 16 u8m. WHEN UGING GTANLEGS GTEEL CC ECTCRS, USE STANLEGG STEEL FMTEMRO, WHEN UGM4 VIA% / MM 4ALVANL= CO IEDC70 G, USE FMTEMRS 0ALVA)NI4'D IPEW AORM-Ab3 uSE OF EXPANSION ANOHORS WILL EE EVA _UAtED ON AN NDMDUAL MMIS MNO MUST HAVE WIfTIEN APPROVAL PROM TW ARO41ECt/EN411EER Of WCOW POOR TO USE ALL [4IGlEC10R VALUE6 DABPD ON GMPWN 'WOOD CONSTRICTION CONNECTORS C-C2011' , - IPW WIND- MG16TANT CC46TRICTION P-C- WRCA36, ANO AVCHORNG 4 P ABTEWNG SYSTEMS FOR CONCRETE 4 "AbadRY CATALOS C-0.40-ZOQ 4 USP OtRIOTURAL CO NEOTORO 2010-706. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-411 5'-4" TO 7'-O' '1'-0" TO 10'-0" 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIR5 SIZE CLEAR SPAN D5L 2 DBL 2 DBL 2 DBL 2 x ro x 8 x 10 x 12 UP TO 5'-0' 5'-O" TO &'-4' 6'-4" TO 8"-011 8'-0" AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD RE UIREMENTS FuN.O. AXIMUM 1-4EADER SPAN Crl UP TO 5'-0' TO 8'-0it 4'-lI 1/2" �'-II I/1' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENCsTH STUDS AT EAC44 END OF 44EADER 1 2 3 I. HURRICANE STRAPS TO BE r'1ANUFACTURI D BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: * TRUSS TO MASONRY/CONCRETE SHALL BE META-16 * FLOOR JOIST TO r-1A5ONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRU55 TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART $ MINIMUM WALL s HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W13-106 GUN NAILS OR 3-12d HAND DRIVES a EA. END. CUT PITCH 8 BEVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS, rt. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX loom 5F. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. 9.REPER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 8 DETAILS. TRUSS TO 4X(o POST W1 VGT 4 I-4D75 - POST TO SLAB HTT-4 DIACxON,4L5 FOP. 50TTOPl GI-IORD BRACINCs � h1,9%- 20' C" bc- 'J•n ;,I '/I J DIACaONAI 5 FOR BOTTOM CHORD BRACINC:.a MAX PJr- TRUSS TO 4X4 POST 1% FRAMING PLAN 013/30/15 5A BJI TRUSS TO (2) W4" X IY4" 1.91 LvL 4-IDR W/ (2) I-415-20, DBL. STUDS TO 5LK W/ (2) MSTA-24 e EA. END A R C N I T E C T S /sn Garoibo,'son!. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PSI: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F 4 cl w U w O 0. U (7 w A E A (ti L26O5-HAYDEN" :SIDE ESS #8`7.000 AYDENJ)IB71ngG: T 0 0 F FRAMING PLAN 60 MPH EXP, C-RANEY ARCHITECT: STATE OF FLORIDA 11 12 /07 /16 1 8CA1,M 1/4"=1'-0to 1 ELECTRICAL. LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SNGLE POLE 110V OUTLET 110V OUTLET in OF OUTLET WIRED t0 SWITCH GFI 110V OUTLET ULl INitRAD W/ (TAM I=R INTERUPrER CYAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION •--�F- Cfl WATERPI@OCP OUTLET IN GROUNDD TART SWITCH SWITCH 3-WAY OPER. t24 SWITCH 4-WAY 0MR. WALL MOUNTED LIGHT CEILING, LIG04r NojlVf. VGPPOR PROO- RECrSSED CAN CEILING: WALL SCONCrz MTO. LANAI I LIGHT TO I VENT. FAN I CFM PER S(a FT. I BE I INSTALLEP,34 13 I VENT. FAN —� PROVIDE walc,Hr I cFr PER eci Fr. / / J-BOX I FOR OPT. I cW�FPII FIXTI)RE I FAN 1 13 rSPEo1S ran ®r / FLUOSESCENT AD ■ I 10 1111 1 111f'_ r — ■ db—�/ _ 2' FLUC*iE6MNT 25 32 21 _ = o 4' FLUOfMSCETIT 5 " v v g 4' TRACK LIGHT PRE -WIRED 32 LIVING ROOM 21 CLG FAN ROOM 31 © PANEL 25- 25 � \ PRE -WIRED II millillim METER BEDROOM #2 \ CLG FAN SMOKE DETECTOR II31 ®!/AHAI® IWREUP 25 \\ 9-1 \\ 1 \ SA. WALL MOUNTED I3A1'r. BACK-UP sMCKE DETECTOR W/ HARDWIRE /�� 25 S.D. , / \\ 20 G. F1 RATT. SACK -UP W/ 1'T - / CARBON MONOXIDE HAI®wIRE �I O �/ \ SWITCH IN ® S/GO erEcroR 001150 64ALLL Me AA DI r9°ANM — —'� \\ CABINEfi 20 OF Mar LESS THEN 4' — — — 'au/CO FRO'T ® TO 2ND FL � OUTLET - MNDANTLIGHT 1� 32 SWITCH \\FOR D1�1 �I � 0� NATURAL GAS- I BATH #2/,' NATURAL �`� 10- TELEP ME JACK , _ A / 32 ' pISG�ECY ro e� ELeVAtEro 2 � ,� �i 1 T — — 31 \V / wH IS' z TOR.( 1 1 KITCHEN 19 AIR CONDITIONING AlG DISCONNECT _ — , / I GFI / N❑. TELEVISION .LACK 6� PAN. WH / Imo/ _� CEILING BOX REQUI 2, GARAGE: \ i ® // — 0 eox TAOCOOORAAN� uRun� DOOR ' 5/CO OPT. MAR<rP AS SUCH FOR (ffil GFI REF 32 O(nl6 Re SUPPORTcD1IN GIOND.13 BOLLARD `�-�' CEILING FAN/LIGHT ACCORDANCE W/ BOX 45 MARKED AS 81-104 FOR PER BLDG. / \ 33 INSPECTION FLOOP LIC#T 13 CODE % OPT. SECURITr / KETrAn AL / \ PRE -WIRED 33 0 P8. GLG FAN PusH-eurroN FOR cwims _ �-• _ METE:R 13 32� \ 33 use Pcer FvrRpY Z KEYLESS 31 ��`` \ Loc ll(L FIXTURE \ FLEX NOTES: P LOCATION OF TV JACKS 4 PHONE OUTLETS 4 IRRIGATION I I GF'I FOYER \ FANS TO BE VERIFIED a HOMEOWNER OUTLET a 13 GARAGE \ PRE -CONSTRUCTION MEETING,. 48' A.FP. DOOR 33 \ I P ALL RECEPTACLES IN ALL HABITABLE 28 PREUIIRE j ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH CiFI _ 33 EDITION (2014). GARAGE _ 20 AMP DEDICATED LAUNDRY CIRCUIT. o GsFI o ISLAND (NOT ON KITCHEN CIRCUIT) / LOCKOUT DISHWASHER DISCONNECT TO BE L P.B. i= 13 D ER D E O IN PANEL // \ CHIMES " BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION ■ — ■ M15073 FBCR 5TH EDITION (2014). -- — — — PORCH - LAUNDRY ROOM RECEPTACLE SHALL BE i — — — — — — — — — — — — — — — --- GROUND FAULT CIRCUIT -INTERRUPTER ■ ■' PROTECTION FOR PERSONNEL ON FEEDERS OPT. WIRING, METHOD SHALL BE NON METALLIC COACH GABLE PER ELECTRICAL PROVISIONS OF LIGHT FBCR 5TH ED (2014). v ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). P ALL LAMPS SHALL BE SELECTED BY PRONDE SQ-D "00" PANEL LOAD CENTER OR EQUAL. SERVICE 120/24OV, 1PH, 3w MINIMUM BREAKER AIC 10K BUS RATING:200 AMP LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT. NO. WIRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 2 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 1 10 11 12 12 20 LAUNDRY RECEPTACLE GARAGE LIGHTS AND RECEPTACLES 20 GFCI 12 13 14 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFC( 12 17 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 20 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES DINING ROOM RECEPTACLE(S) 20 AFCI 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) TOILET ROOM RECEPTACLE(S) 20 AFCI 12 23 24 12 15 AFCI OWNER'S SUITE LIGHTS AND RECEPTACLES BDRM. #2 LIGHTS AND RECEPTACLES 15 AFCI 14 25 26 14 15 AFCI BDRM. #3 LIGHTS AND RECEPTACLES BDRM. #4/LOFTS LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 15 IRRIGATION CONTROLS ONLY BDRM. #5 LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFCI BDRM. #6/LOFTS LIGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 31 32 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES FLEX 20 AFCI 12 33 34 SPARE SPARE 35 36 SPARE SPARE 37 38 SPARE SPARE 39 40 SPARE NOTES: A. CONFIRM BREAKER AND WIRE SIZES WITH EQUIPMENT PROVIDED. B. WIRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN. C. EACH MULIIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. D. PHONE & DATA WIRE TO BE CAT 5 E. CABLE TV WIRE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. G. MAIN TO ALWAYS BE LOCATED NEXT TO METER. FOR VENT OR MICRO 150 AMF ELECTRICAL Rl5ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELFECTRICAL PROVISIONS OF THE FBCR 5114 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 150 AMP, 120/240 VOLT, I PHASE SECONDARX-� ELECTRICAL SERVICE. PROVIDE 3 #1 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 1 UNIT - NEW C+4,41RT LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE 402) HOUSE PLAN:4EHB HAYDEN MODEL LOAD INFORMATION VA 2801 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT 7803 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 1 LAUNDRY CIRCUIT 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1800 1 REFRIGERATOR 1200 SUBTOTAL OF GENERAL LOAD 38203 FIRST 10 KVA OF GENERAL LOAD AT 10OX 10000 REMAINDER OF GENERAL LOAD AT 40X 28203 VA x .4 11282 TOTAL NET GENERAL LOAD 21262 3.5 TON HEAT PUMP (W/ 5KW EMERGENCY HEAT STRIP) 21 AMP x 240 VA= 3.5 TON COOLING SYSTEM 40 AMP x 240 VA= • 9600 NET GENERAL LOAD 21282 NET TOTAL HVAC 9600 TOTAL LOAD 30882 CALCULATED LOAD FOR SERVICE 30882 VA/$40 V= 129 AMP 150 AMP SERVICE *WORST CASE SCENARIO — HIGHEST HVAC LOAD USED FOR QALCULATIONS.• NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA 0 100%, REMAINDER a 35`Yo NET LOAD: 6,949 VA RANGE: 12,000 a -10`re 5,400 VA DRYER: 5000 A -10% 3500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,48a / 240 = 18 A 02 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 1*410 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT B OVERHANG:.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS GABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8" PIA X 8 FT LONG COPPER GLAD GROUND ROD A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 E w W V w Q cS cn A F ti stmDxY. a. LOT: CREEKSIDE EXPRESS LOT #8"7 Frnoj CT# 04321.000 b[OD= 4EHB "2605-HAYDEN" 0ARAa$ 8Wn4a: LEFT PAaM FIRST FLOOR ELECTRICAL PLAIN 160 MPH EXP. C MEL.BO URNE ARCHITECT( STATE OF FLORIDA 1� DATA 12/07/16 SCAUM 1/4" V-0" 1 FILE COPY A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 e- rq V W 0 h 24 V q F Cti 9iJSiiIV. a' LOTS CREEKSIDE EXPRESS LOT #8"7 Frno"=T# 04321.000 Xoaaaa 4EHB "2605-HAYDEN" wR&OR e LEFT pAC SIC O ND FLOOR ELECTRICAL PLAN 160 MPH EXP. C MELBOURNE ARCHITECT STATE OF FLORA 1l 12 /07 /16 DCAtM 1/4"=1'—O" COPY BEDROOM #2 rm ICX6 120 CFM 4° 12" LIVING '--i ROOM 73 DINING ROOM 7 10X6 120 CFM 6„ II i II II ICX6 120 III II I I 10X6 120 CFM KITCHEN F2471 12° 16 18 � � ICX6 45 CP 4"I SX4 45 CFM 12X8 10" PAss / FLEX t4-4RU FOYER PORCH FIRST FLOOR HVAC LAYOUT PLAN N: HAYpEN EQUIPMENT SCHEDULE 4 TONS MFG CARRIER Cu 25N5C548A A1-4U FV4CN5006 HEAT SKIu SEER 155 SEER TOTAL GAP 4-1000 ELECTRIC 208/230/1P14 BRKR CU 40 AHU 35 REF LINES -7/8' 4 3/81, F W U is 0 F U A Fi i L I' ]i strsnty. se toT: CREEKSIDE EXPRESS LOT #87 p o4} i o00 4EHB "2605-HAYDEN" GAR•AAQM BAG: LEFT PAGB: FIRST FLOOR H VAC PLAN MELBOURNE .i Dram A12/07/16 BCAtdM 1/4"=1'-0" siamT FILE COPY BDRM. #5 Iroxro 120 CPM �\ 12XB — 6' PASS gTPRU FM IIAUN. — L-I - 5' 10X6 IV 120 Cr` -1OXGr OWNER'S SUITE 1*4 UPSTAIRS LIVING . BDRM. #4 ro IF7 C.F �M t12X5 CC l Oci=m BATH #3 4.I�SX4 W.LC 45 Gi� 8 4�� P, 10X6 CFi� t} 5 CFM l k 1 0.� BATH O 0 3�� 45XCKM 1 — 12' 16 W.I.C--- --=� 5' rcrr BDRM. #3 PLAN F W W W 0 F Q U W A E q BuBz v. & LOT: CREEKSIDE EXPRESS LOT #87 PmJmT,p 04321.000 Woazme 4EHB 2605- HAYDEN" GARAGE swum: LEFT PAGE: SECOND FLOOR H VAC PLAN MELBOURNE kh fW 12/07/16 mIn \/\vim\/' (V •J I cGNc. J L STUDS 16, H Y FORMS FOR SE A MAXSTUD W/ I - ALUE$ •9 ' G AIOC 7bEID PSI • 78 DAYS z MOP SE T. t0 GLAD UV }' flt Chu .PLATE TO SLAD W/ }' 2' UM4GJER �' " No91NG lo" i x 6 - WIANIIA WWM. 4 SECURE BT. PLATE TO SLAB W/ IOd CONC. BLAIH REINFORCED UN 'v ENDED. • 32' OO MAX MASONRY NAIL • 37' O,c. MAX n In' GYP. ILL. W. ANOIIOR BOLT UY Y WASHER 7' 0'-m' FIN. FL_R_4J WOOD BASE EMBED. PTB•1 • 92' OG MAX � ( � t T d' CONC. REWFOIa.ED W/ 6'X6' _ = - .. - _ W.4kWA IWF OR FIBER'IESH ON _ '.~ 4' CONC. REINFORCED W( 6'X6' WI.4XWIb F 2 ;- GaAMFER _ d' CONC. IERSOICED W/ 6'Xb' WI,4XIIIL4 �' 4' CONC. REINFORCED W/ 6'Xb' W.4XWIA IUS z 6-MIL. VAPOR RETARDER ON WIF OR FIDERMESH ON 6-MIL. VAPOR z WGP OR FIBER'1E&4 ON 6-MIL VAPOR UALF OR FIBERMESH ON 6-MIL VAPOR n _= w O RE rARDER ON YELL -COMPACTED CLEAN z Y' RETARDER ON DELL -COMPACTED CLE YELL -COMPACTED CLEAN FILL. U RETARDER ON UELL-COMPACTED GLEAN ,- • TERMITE TREATMENT TO BE F RIF PILL TERMITE TREATMENT 7O BE - 0 FILL. TERMm TREATMENT to DE )-'SI FILL. TERMITE tREATMET4t TO DE a BORA-CARE APPLIED AT FRAMING, - O -, BORA-CAS APPLIED, At FW+1'fING. m U BORA-GORE AF%IED AT FRAMNG. ;,, s BORA-CAI APP RED AT FR4MMKs. w 4" _ (3) `S REDAR ON CHAIR3 I'-O' a w e ] (2) R IEBAR ON CHAIRS 4 2, m�� 4 I'_B, l2),S IEDAR ON GHA1186 12' MIN. BELOW GRADE�� E 4' I'-Ci• 4 �— F u E„ ,. I • • IN FOREGROUND (2)'R3 REBAR ON CHAIRS L____� 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING 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 STAIR DETAIL 3A NOT USED SCALE, 1n'.r-m SCALE: 112'=I'-O' SCALE: I/2"•I'-0 SCARF, 1/!'=I'-O' SCALE, I•.I'-®• C' 4' GONG, FISM W/ 6'xi' WAXWAO WWM ON l 6-MIL POLY ETHYLENE VAPOR RETARDER NC, I 6'x6' WIAXWL40 WLM STUDS K' OD. MAX F w ON HELL -COMPACTED CLEAN FILL TERMITE ON -MIL LY ETHYLENE VAPOR STUDS 16' OL. MAX m TREATMENT SFIN-L DE BORA-CARE REY Oy YE,LL-COMPACTED CLEAN VARIES WAD OF "PAGE " == FILL TER`11TE TREA'11MENT &4ALL DE SEGW¢ DOTToM PLATE T S SECURE DOYTCMrof;sqlwsa�l 6 UJ/ VNFIEB WTH SLOPE $ECUIE P.T. OT A L 11J b REDAR ON G4AR8 SI • SIMP80N BP4 •32MABGNRY • O M DORA-CARE MPSON SP4 32 O T OF GARAGE 6ECUIE BT. PLA HEIGHT OF r ws.vr SECURE DT. }'x9' SECURE MT. RATE TO GLAD W/ I®d 4 THICKEN EDGE A GE STEP—UP E'G+ WAd ER EMBEv. +OR T W AM. oanAx�(\VARIER WIhI ELOPE ANGFk7R BOL VARIE$ WITH SLOPE • 92' AXMASONRY NAIL 32 6GALE: In'•1' Y MR1.32 AX MIN L N- BEARING w M-FOXY NOT au D EXPAN810N `EP IX NOT FOR E�ANSION BOLr6 w i W. i 4' CONIC, REM W/ 6'xb' WAXWIAO UUM w I RE A >FI%ON UELLON 6-MIL POLY YCOMPAGLIENEE A�CLEAN z w .. r° I' - - ATFIENT SHALL DE . ? � :<0 FILL TERMITE THE _ a•= REIWORCrD W/ 6'Xb' WL4XWA ,n + 4' COJc. RENFORCED W/ 6'Xb' WIAXWIA °• < • ' 4' cost. IERFORcrc W/ i'Xb' WL4MU16 • �' 4' LONG �RIEZ14ED W/ MIL FVR DORA-CARE 0 OR ER ON IESH -C i-MIL VAPOR w - UALF OR FIOER-ES14 ON 6-IMIL VAPOR ,- J U11F OR FIBERMEBH ON b-MIL. VAPOR WW= OR FIBERMEBN -C 6-MIL VAPOR i9 RETARDER O'1 DELL -COMPACTED CLEAN .1 G, }ENF. W/ 6'xb' VAPOR 0 UALM aN Z 0.' .T 6-MIL POLY ETHYLENE VAPOR RETARDER RETARDER ON WELL-CO'iPAGTED CLEAN z RETARDER ON DELL-COFIPAOIED GLEN'1 RETARDER ON LLELL-COI'71'A,CTEp GLEAN z � (7J �5 IEMR ON CHAIRS - FILL TERMITE TREATMENT TO DE L ; FILL TERMITE TREATMENT TO DE 'a BORA-DARE APPLIED AT PIFAMII'Yx. WELL -COMPACTED GLEAN FILL TERMITE FILL. TERMITE TREATMENT TO 13E L FILL. TERMITE T�ATIMB•17 TO BE `.� U q _p• q• - C 8' 8' 4 BORA-CARE APPLIED AT FRAMMCx m 3 4° I'-0' 4' BORA-CARE APPLIED A7 HfAt'1B4Ca. •� b .4' 1'-0' :>a TTEATM@tt SHALL BE BORA-CARE U MORA-CARE APPLIED AT FRAMM(G. m 0 " U (3) 5 RED.AR Q`l CHAIRS a (2) b REBAR O'! CHAIRS I -e ru •b MBAR e" r2) EBaR as CHAIRM „-0. GARAGE STEP-UP (2) 5 FEBAIQ ON CHAIRS M z w _, m8 4' GARAGE STEP-UP 2-STORY L.B.W. IV%GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP -0 1-STORY FOOTING NON -BEARING L.B.W. W UPLIFT 2-STORY L.B.W. W UPLIFT 6B L.B.W. W NO UP W NO UPLIFT 6 '.I� 6A SCALE: 1/1' SGALE:1�2 m E ENDED FOOTING 4A AT FRONT •PORCHES 5 EXTENDED STEP `STETIWALL TO GE MIN.3 COURSES SCALE, 1/1'•I'-m, GRADE - Mcrae FOR SECURE P.T. DT O L a �� GARs1GE DOOR In'XS' L T' (V 9 IEDAR VERTICALLY 4' COIrl'sF- W/ 6'xb' WAXIIIL40 WIY'T . M • �, OC lV % REDAR VER I LY CO'l0. _ W/ GQ'1C. POURED O=LL ON 6-MIL POLY EIHYLE'E VAPOR '>- a POURED CELL ... SEGJ� P.T. BT. PLA O AB _ S, Chu CLEAN ON MITE TREATMENT IM TMENT . SECUP ANCHOR L _ ��-S' CMU z ,4' . MEE''NME FILL TERMITE TIEATTIENT SHALL 4` COVC,. RERIF. W/ 6'xb' WL4XW.4O WlM ON EMBED. MRL • z NOTE: OPTIONAL USE OF M ,-CARE •-MIL POLY ETHYLENE VAPOR AN FILL I REEm TARDER ON m _ . aa • GARAGE M8 R34R ON CHAIRS TREATMENT d-IALl BEEDORA-CARE ITE • GARAGE :v J WALE CONCRETE DETERMNED BY . ' GCNC, REMF. W/ 6'x6' WLO WAO Or ro -: t DETERMINED BY BUILDER MY DIVISION. ON 6-MIL POLY ETHYLENE VAPOR IL BY DIVI810N. STUCCO (Id 5 IEDAIR ON CHAIRS ar 11 RETARDER ON WELL -COMPACTED GLEAN $ (] CONCRETE PAD u, FILL TERMITE TREATMENT 8HALL P.E STOP CURS HEKa14T VARIES 9 , 11 GARAGE+' DOOR FO - REINF. W/ 6'xb' 111LOUTAO WWM BORA-CAE w w SCALE, IR'.1'_ . r. •' aCURB HEIGHT VARIES al Gs 6-MIL POLY ETHTLEJE VAPOR :. m _ RETARDER ON %ELL -COMPACTED CLEMI ( w FILL TERMITE TREATMENT SHALT_ DE z ,Y (3,00 MIDAIR ON CHAIRS . " BORA-CARE L > ? Z_ L L � J 4' CONC. RENFORCED W/ i'X6' W1.00.F 6' I' _ g� p g• _. N :` WAIF OR FIBERMESW ON 6-MIL. VAPOR S4D- 0 z (2) •5 REBAR ON CFMIRa .r 4' GOYG. REINFORCED UY MILE' WLOR RETARDER ON UEATMENT TO ME CLEAN m F rl, 5-GONT. E f _ ,,. RE OR ERPIEVIRIMIES14UEL -C 6-MIL VAPOR • • .. FILL. TERMITE TREATMENT TO BE w . "..•- � .. -..- RETARDER O4 WF1L-COMPACTED CLEAN � - BORA-CAE APPLIED AT FRAt-IWG. O GARAGE STEP-UP T " CORA-TERMITEHIRE TREATMENT TORE o; y BORA-CARE APPLIED AT fl¢AMMfs. Y Q .4" E e 1 !3) Ta REBAR ON C44AIM 2—STORY L.B.W. (2) lb WEAR ON CkAM rm t EXTENDED FOOTING "E' GARAGE STEP-UP 6 - =r SCALE: 1-STORY L.B.W. 1-STORY FOOTING 2-STORY FOOTING W/ UPLIFT OLA8110, HEGHT AGVE6 8 AT GARAGE 8A AT GARAGE L AT S.G.D. 12 SHOWER RECESS FOOTER 6DEXTENDED FOOTING m $ERVCEDR _, •- SGALt 1� xALE• =1' 0 SCALE: I/Z'=1'-m' ecaLE: r=r-® _z (V NO MMIAR VERTICALLY UV GONG. L. POURED CELL *z 4' CO`1C, MINK W/ 6'xb' WL4XWL40 WUM SEE ENERGY GORE FORMS FOR - ON ARDIb-MiL POLY ETHYLENE VAPOR INSULATION R-VALUES - RETARDER ON YELL -COMPACTED CLEAN J FILL TERMITE TIEATI'IENT 8HALL BE GROUTED BOND DEAM TEXIWED FNIaH DORA-CARE I/ aMu z W r7) b REBAR ON CHARS VARIES PER ELEV. z 1n' G1T". WL BD. m S SLAB AT GARAGE TIE VERTICAL REBAR Q WOOD RASE SERVICE DOOR TREB•(ae Iar7 Hoac ° d TO IZ Nt H r r1 t_ EAR i TIE VERTICAL REDAR • -® TO HORIZONTAL GROUTED BOND BEAM C vARIE$ PER F =v. - �. VARIER PER ELEV. z w I d 4'CONC. 1E1NFORCEDW/b'X6' NOT USED AND AL -- - Tp — L z` WIAXWIA WIF OR FiBERMr%4 ON 14 - � -�- °� GROUTED BOND BEAM p }' 6-MIL VAPOR RETARDER ON t— NOT USED f �o YELL-CCMPAGIED CLEAN FILL. . , PCIIIEC) LINTEL C:NT. ITYPJ I ' PI,G e1 FtyE 1'� "LG,�•: TERMITE TREATMENT TO BE It V CM FILLED CELL (TYI-.) GAS LINEBORA-CARE APPLIED AT 6' Pvc CHASE THW FOOTING a FRAMING.2X WALL FRAMING 4' DISCq a S 4, (3) •S WISAR ON CHAIRS 1 I -STORY (4))S'XI' ANCHOR BOLTS a (4))i'XT' - / A' DRYW4l.L (7) 5 IEDAR ON GFMIRS J-BOLTS MRt b' EMBEDMENT ILV 2'X7'XI/8' ��J// / 7-STORY - o WABI�R AND NUT WAGED EVENLY FRO WOOD (3) 5 REDAR ON O-IAIRS FLOOR TO MOND BEAM. MET IN JOWTS 2-STORY FOOTING IX�DTPOURLLACGE(PTEA6ERETRF" - 13 W BLOCK WALL EXT. /INT. FRAME WALL TO (u REaaR VERTICALLY w GO G R CELL SCALE: 1/1"=I'-C' — q BLOCK WALL CONNECTION SEE ENERGY ` 1 ScaLE, WWft LEAttIiONN R- CODE FORMS Ms FOR 9` Ct'IU p_ GLEANOUT REcuIRFED ° FOR INSPECTION NS E TIOWRED 16 GAS LINE THRU BLOCK INSPECTIONFOR �� In' GYP- UL. W. ;t LLIOg7 DAME L I NOT USED a w 4' CONC, MrI`F. W/ 6'x6' WAXWIAO WYM - ;;, ry 0 ON 6-NIL POLY ETHYLEENE VAPOR e r E d-0' FML fiR O -O' FIN. FLR m 0 RETARDER ON WELL -COMPACTED CLEAN ° ,a ., I FILL TERMITE TREATMENT 814ALL BE BORA-CAE a TIE VERTICAL REBAR ' TIE VERTICAL REDAR fV •$ REBAR SET M SIMPS(.'N HK•F4 TO HORYONTAL TO HORIYONTAL Z " (1) IS R C EPDXY 6' 1MROCK MIN, I . REDAR u416r Hoac - 1EDAR W/ IO' HOOK (2)'b REBAR • I -STORY (3) 9 MISAR • 2-STORY 6' PVC CHASE ll.M FOOTING f i w - - OLTBIDE REDAR TO BE Ll z O (1) lb VIEW. DouEL . „ 4' CONC, REINF. W/ 6'xi' WIAXWL40 _. �` LAPPED W( BOND BEAM UIIM ON i-MIL POLY ETHYLENE a. VAPOR RETARDER ON c !V Ta IEBAR AT coR+ERv6 ' e. ,. (2) REBaR ON CHAIRS HORIZONTAL/VERTICAL • WELL -COMPACTED CLEAN FILL W/ 76' LAP MIN. "' 2-STORY tERMlITE TREATMENT 6HALL BE R _q(3) b WEAR O1 CHAIRS BORA-CAE 2'-r MIN. LAP HORIZONTAL/VERTICAL REINFORCING AT PIPE THROUGH REINFORCING BEARING CHANGE TYP. RETROFIT FOR 1-STORY FOOTING E E, Irz = -o' F '=1 A OMITTTEDD DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP W BLOCK• WALL B BCALE:IR'.1'-a rr_iAT LINTEL CORNERS D ALL 7EX�'7ERIOR F'OOrI'7E7EZS Arr FITC -IISI-1 SLAB'S rrO 737E MIN. 12" BELOW Ul%4DISTURBEID SOIL CONTROL DATE: 07/01/15 A R C H I T E C T S .Amo� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 mm.a bdesigngrou p.com AA #: 0003325 r64 0 Q. Cq W A F A 9VSDIP. ee LOT. CREEKSIDE EXPRESS LOT # 8'7 Fraon=T# 04321.000 moDrad 4EHB "2605-HAYDEN" awRwGM 9MUM: LEFT PAO= MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITE-CT STATE of FLOFgC)A NANI DAM 12/07/16 9CALM 1/4"=l'-0" GEDENT 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE "X" BRACING 15 PRESENT 150 FELT PAPER INSTALLED PER FBGR R9052.1 ON �r." O.S.B. FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR �" CDX PRE-ENG GABLE: TRU58 OVER #130 FELT PAPER At FIRST FIVE BAYS 4'-0" O.C. PLYWOOD SECURED PER FIBERGLASS SHINGLES INSTALLED PER FBGR CAT SHEATHING SE?AI-15) FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ OVER 030 FELT PAPER R905.21 ON 4" 0.5.B. - (2) 12d's a EACH TRUSS INSTALLED PER FBGR o. c TO BE INSTALLED a MID. POINT R9052.� ON �" O.S.B. SHEATHING OR } GDX OF TRUSS SPAN, OR 10'-0" O.G. PLYWOOD SECURED PER MTL. DRIP EDGE FASTENER SCHEDULE STIFFBAGK AT ALL UPRIGHTS MAX. SHEATHING N GDX PLYWCIA PER OOD SECUASTENNEER OVER 4'-10" HIGH (SEE SEALED 2x4 OR 2x6 ELLEVATIONS SEE ENERGY CODE FORMS FOR SCHEDULE ENG. FOR SIZE AND CONDITION) INSULATION R-VALUES VENTED ALUM. SOFFIT - ;" TY p. ' PRE-ENG WD. TRUSS 24" O.G. S7IFFBGYPSUM BOARD OR }" HIGH ACK At ALL STRENGTH GLG. BOARD SEE: ENERGY CODE: FORMS FOR MTL. DRIP EDGE c- MAX. UPRIGHTS OVER 4'-10" PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER 2 HIGH (SEE SEALED ENG. ELEVATIONS FOR SITE 4 CONDITION) MTL. DRIP EDGE" GYPSUM BOARD OR J" HIGH CONT. 2x4RAT RUN SECURED W/ �' 2x4 N R STRENGTH GLG. BOARD VENTED ALUM. SOFFIT (2) 12d a $ EACH TRUSS O.S.B. SHEATHING OR J' COX 24" a INTERIOR KNEE: PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER LL 2x4 OR 2x6 FASCIA PER ELEVATIONS LONG. FILLED LINTEL BLK W/ (1) WEEP SCREED SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE' ON SHEET p2 Or:)REBAR CONTINUOUS INSULATION R-VALUE5 OR ZIP SHEATHING SYSTEM O ILLED LINTEL BLK W/ (1)VE=NtED ALUM. SOFFIT PRECAST DETAIL 5/D3) (INSTALLED PER MANUF. SPECS) T-C- PRECAST LINTEL 2X6 P.T. SE CURED TO 5/5" GYPSUM BOARD OR 1/2" BAR CONTINUOUS EMBED. STRAP VERIFY MASONRY w/ 1/2"x9" A.B. HIGH STRENGTH GLG. BOARD 1/8" THICK, 3 GOAT PORTLAND W/ TRUSS PLAN D.H. SEE ENERGY CODE FORMS FOR w/ 2 DIA. WASHERS, -tCEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIRE: -STOP ExIOANDEP GALV'D METAL LATH 8' OF EA. END, 32" O.G. SEE ENERGY CODE FORMS FOR ON FORTIFIBER JUM50TEX GRADE WINDOW ATTACHMENT AS PER WINDOW ATTACHMENT AS PER MAX IN FIELD. INSULATION R-VALUEES ) PAPER OVER TYVEK MANUFACTURES SPECIFICATIONS V THICK, 3 GOAT MANUFACTURES SPECIFICATIONS PORTLAND CEMENT BUILDING WRAP (REFER TO PLASTER APPLIED WINDOW ATTACHMENT AS PER STUCCO SPECS FOR COMPLETE: CONC. FILLED LINTEL INFORMATIO PRECAST SILL DIRECTLY TO MASONRY �— PRECAST SILL BLK. W/ (1) "5 REBAR MANUFACTURES SPECIFICATIONS OR 1/2" ZIP SHEATHING SY TE CONTINUOUS (INSTALLED PER MANUF. E ) (1) "5 REBAR VERTICALLY W/ (1) 15 RE EAR VERTICALLY W/ 1i GONG. POURED CELL PRECAST LINTEL PRE -CAST GONG. SILL WE D GONG. POUR�p CELL Ix2 P.T. FURRING STRIPS a 24" O.G. (SEE DET L ) 5/8 THICK, 3 GOAT Ix2 P.T. FURRING STRIPS 0 16" O.C. -� Ix2 P.T. FURRING STRIPS 16" O.G. POLRAS7E R APPLIED CE 1/2" GYP WL SD PLATE URE 1x/ 2d�s 8' O.G. MAXMENT S" GMU �— 8' CMU DIRECTLY TO MASONRY WOOD BASE �— I/2' GYP. WL. BD. CI) 15 REBAR SECURE 2x6 PT. PLATE TO BLK W/ I/2" GYP- WL. Bp. �'x9" ANCHOR BOLT W/ 2' WASHER WOOD BASE ill �— WOOD BASE VERTICALLY W/ GONG. SET IN SIMPSON HIGH STRENGTH T z POURED CELL - EPDXY -" EMBED. MIN. 0 32" OC f 8" CMU MAX. f %o" THICK, 3 GOAT PORTLAND CEMENT PLASTER APPLIED LH z n DIRECTLY TO MASONRY z q ° STORY GABLE GABLE; BLOCK~ I STORY GABLE NOTE: I -STORY PER P15GR 90r2.2.1 - FOR ROOF SLOPES 2:12 TO (D55CALE.LOM�� WAL][� W/ VAULT' C LG. LESS THAN 4:12, A (2) LATER UNDERLAYMENT SCALE: 3/4" = I'-(d° 3 BLOCK WALL SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LATER UNDERLAYI" LENT IS SCALE: 3/4"=I'-0" PERMITTED BUT MUST BE PER ASTM D22�o TYPE II, ASTM D 4869 TYPE IV, OR ASTM D & 57 2x4m 2x4m 2X6 P.T. SECURED TO IX4 DIAGONAL BTM. sECURE to BLd� w/ 2x4m SEC TO BLOCK Wy4 MASONRY w/ I/2"x9' A.B. w/ CHORD BRACING. raPcoNs OR D I PIN SE To R D>IV PI� ra 2 DIA. WASHERS, 1 MIN. SEE PLAN FOR (MIN. SHANK SIZE (MIN. 01¢ DRIVE PIN n �� 3� !MN BHArvlc SIZE .W5'� SIB •I LOCATION MIN, HEAD SIZE _ MIK HEAP SIZE 400 $� crnL EMBEDMENT WITHIN S OF MIN. EMBEDMEN 1 Y+') MR HEAD SITE 30® MIN. E'rrppNr 1 Y4') NOTE: STRUCTURAL 2x MUST BE 1S' DRrwAI..L EA. END, 32" O.G. MAX IN P-ENG D WOOD WITHIN 8' aF E END a Np7E: STRUCTURRAI- 2X MUST BE MM. EMBEDMENT I Y1) NOTE: BrRUcnURAL 2X MUST BE WITHIN 8' or EAGN END a ON OUTSIDE !SECURED I'X4' OR I'X2' P.T. NAILER TRUSS (TYP) a 24' 8' CMU IS- O.C. MAx bPt1�''• Cry OUTSIDE 1 SECURED tHROUC+F+ �ry 8' OF E'4GH Er ! ON OUTSIDE ! SECURED 18' oc,�rlx4FIELD. _Lr)b' DRYWALL IV O.C. MAX SPACING. MAX SPACING THROUGH NON-STRUCTURAL �4' P.Y. OR 9iXd' MIN SECURE 7HRU O.G. MAX 2Xbm NON-STRUCTURAL W TAPCON THROUGH NON-STRUCTURAL W&' 2>(6a tAPGGN MIN. I-Y<' EMBEDMIENIT I'X4' OR I'X2' PT. NAILER 2X6m ❑ rRAME a EMEND I-Y� INTO BLOCK W/ 51MP50N ❑ SECURE TO BL S MIN. I-Y1 ENIBEDrIBV7 Nt0 7APCON MIN. IA' EMBEDMENT 5ECl1R 70 BLOCK INTO BLocKTW Ix4 Pt. OR 9'4'X4' MIN. TApCplyg pR D IVE PtN BLOCK SECURE TO BLOCK Mt0 BLOCK W/I-I/4' ,' 7APGCNS OR DRIVE PIN q BETA-I6 SECURE THRU FRAME 1 (MIN. SHRANK SIZE .146 W2-V*' TAPGONS OR �� TAPCONB OR lMIN. SHANK SIZE .148 U ❑ EXTEND 1-Ya' INTO BLOCK MIN. HEAD SIZE 000 : cm DRIVE PIN !I"[ITi Sn 6,,� J45 MIN. HEAD SIZE 300 (tYP) VERIFY W/ ' TAPCONS OR DRIVE I Ya') (MIN. SHANK SIZE .145 , q.N MIy H E ' CMU MIN. EMBEDMENT I-Yi MIN. EMBEDMENT ' DRYUTALJ- AD SIB 300 W/ TRUSS PLAN PIN WITHIN B' GF EAE1 END + MIN. HEAD SIZE 300 pRYW41,L MIN. E 'DRYWALL WITHIN 8' Or EACH END a IS' O.G. MAX lMIN. SHANK SIZE J45 �, 'X4' OR I'X2' P.T. NAILER MIN. EMBEDMENT I Y.i) rIBEDMENt I Y4') SPACING 18' O.G. MAX SPAC , 'X4' OR I'X2' P.T. NAILER WITHIN b, Or EACH END a ❑ I'X4' OR I'X2' P.T. NAILER MIN. HEAP SIZE 300 ❑ WITHIN 8 Gf EACH END 1 ❑ MIN. EMBEDMENT I-Y4' ZXO� 18' OC= MAX SPACING. W2- 'JG,' ObB. X 4' MIN. 18' O.G. MAX SPACING. 2X8 WITHIN 8' OF EACH END a SECURE TO BLOCK PIN 2X8.� SECURE 7{s' ObJS. X 4' MIN. DOOR CASING TAPGON6 OR D �IµG TO BLOCK W/I-I/4' ID' O.C. MAX SPACING (MIN. SHANK SIZE J45 POCK SECURE TO BLOCK W2-%' POOR CASING TAPG4s1$ OR DRIVE PIN DOOR CASING DOOR JAMB OR WINDOW DOOR CASING TAPCONS OR DRIVE PIN MIN. HEAD SIZE ?� DOOR JAMB OR WINDOW (MIN. rNSPANK SSIZIZE .145 DOOR JAMB X WINDOW ATTACH TO IX PER MANUrACTUR=`$ DOOR JAMB OR WINDOW 1 r<) (MIN. SI-LANK SIZE .145 POOR JAMB OR WINDOW ATTACH TO 2X PER MIN EMBEDME-N'F Ai7ACH 70 ZX PER MIN. HEAP 817� °M ATTACH TO 2X PER DETAILS. WITHIN 8' Or EAR ENP + MIN. HEAD SIZE 3W ATTACH TO 2X PER MANU°AGTURES DETAILS. MIN, EMBEDMENT 1 Y1) MANIEFED LITO DETAILS. MaNUFACTIREB DETAILS. 18' OL. MAX 8P�1� MIN. EMBEDMENT I Y4') MANLrAGTI1rEb DETAILS. WITHIN 8' OF EACH END ! NOTE: 614" AS NEEDED t0 PLUMB NOTE: SHIM AS NEEDED TO PL" WITHIN 8' OM EACH ENP a NOTE: SHIM AS NEEDED TO PLUMB 18' Or, MAX SPACING. NOTE: SHIM AS NEEDED t0 PLUMB NOTE: SI-IR'1 A8 NEEDED 70 PLUMS JAMB (DO NOT EXCEED 41) JAMB (DO NOT EXCEED Yt l 18' O.G. MAX SPACINCx JAMB (DO NOT Exmro 4i) JAMS (D0 NOT EXCEED Y4') JAMB (DON 77 EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 5,4 DOOR JAMB TO BLOCK +1-15//]y8" DOOR JAM® TO BLOCK +3" DOOR JAMB TO BLOCK +9-7/18' DOOR JAMB TO BLACK +8/4 OR /4 �\ WINDOW TO BLOCK +3 3 OR +6/4 WINDOW TO BLOCK +Y-15/i6 /c1 WINDOW TO BLOCK +3" WINDOW TO BLOCK +3-7 I6- (—J WINDOW ! BLOCK +3/4 OR +6/4 SCALE: 9/$'•I'-O'7,C3T'81'T "' ALE: C' $GALE: 318'.1'-0'3/8'•I'-0' 2X4m 2X4m 2x4:. SECURE 1-0 BLOCK W/ %' SECURE 70 BLOCK W/ �(a,' 2X4:� TAPCON5 OR DRIVE PIN °�� TO BLOCK WNa' 7APGONB OR DRIVE PIN sEGUFe To BLoOK W/ % (MIN. SHANK SIZE .K5 rAPCGN� OR DRIVE PIN GONG. POURED (MIN. SHANK SIZE .145 TAPCONS OR DRIVE PR MR HEAD SIZE 300 lMIN. SHiy.IK SIZE .145 CMIN. 64ANK SIZE' .145 MIN. HEAD SIZE 300 O LINTEL COURSE MIN, HEAP 817P 300 MIN. HEAD SIZE 4" MIN. EMBEDMENT 1 Yi) WITHIN MIN. EMBEDMENT, I Ya') WITHIN 8' OF EACH END ! 18' O.C.MIN. IN &' a- EAT, I Y4 ) MIN. EMBEDMENT I Y4') WITHIN NOTE: STRUCTURAL 2X MUST WITHIN 8' aF EACH END ! NOTE: OUTSIDE 4 ZJ( MUST 8' OF EACH END a 18' O.G. MAX SPACING. B' OF EACH END 1 18' 0Z. NOTE: STRUCTURAL 2X MUST THROUGH ON OUTSIDE !SECURED IS' O.G. MAX SPACING. BE ON OUTSIDE a SECURED MAX SPACING. MAX SPACING. BE ON OUTSIDE ! SECURED 2Xbm THROUGH NON-61RUCTURAL 2X6m THROUGH NON-9TR1C1URAL SECURE TO BLOCK SEGUIW TO BLOCK WA-V4' %' 7APCON MIN. I-Y4' THROU(=I NON-8t}giCTIFRA!' W2 �(a,' TAPCONS OR V4' E PEON MIN. B *a �iN;, suANK �uv N ips ®a cc. SECURE TO BLOCK W2-a4,' B�GURE TO BLOCK W2-3(a' DRIVE PIN EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN EMBEDMENT Mt0 BLOCK row a eorron ea�Es TAPGONS OR DRIVE PIN TAPCONS OR PIWIVE PIN '%�� tAPCON MM. I-Y4 IX4 SYP LATERAL (MR &HANK SIZE .145 (MIN. SHANK SIZE .148 EMBEDMENT INTO BLOCK (MIN. SHANK SIZE .14b (MIN. SHANK 817P .145 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN, HEAD SIZE 300 9' CMU MIN. HEAD SIZE 300 RE-INFORCING 361 O.C. MIN. EMBEDMENT 1 Y41) MIN. EMBEDMENT I Y4) WITHIN MIN. EMBEDMENT 149 �: DRttV,4LL MIN. EMBEDMENT I Y4') 8' cm MAX a TRUSS BTM. WITHIN $' Or EACH END 1 B' CMU 8' of EACH END + >8' Off• E' CMU WITHIN S' 0- EACH END ❑ WITHIN @ Or EACH END ! K' DRYWALL IS' Or- MAX 81-ACMCs. ❑ &' DRYWALL 4 IS' O.C. MAX SPACING. I'X4' OR I'X2' P.T. NAILER 18' O.C. MAX SPACING. I'X4' OR I'X2' P.t. NAILER 15' DRYWALL MAX SPACING. X4' OR 1'X2' P.T. NAILER 2X8:® 2NP 2X SECURE TO 2Xem CHORD, SECURE W/(3) 10 2X8em ❑ I'X4' OR I'x2' P.T. NAILER 2kBma COR CASING SECURE TO BLOCK &YRUGTURAL MEMBER CURE TO BLOCK WA-I/4' ❑ ' P.T. X 4' MIN. NAILS a EA. TRUSS SECURE TO BLOCK W2-i(ar' OOR CASING SECURE TO BLOCK W2-ai{r,' W2- ,' TAPCONS OR W/lZ11Zd WITHIN S' Or EACH YAPCONS OR DRIVE PIN CASING CHORD TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN DRIVE TA END a 6' To B' O.G. MAX (MR SHANK SIZE J45 (MIN. SHANK SIZE J45 (MIN. SHANK SIZE .145 CMM. SHANK SIZE .145 DOR CASING MIN. HEAD SIZE 300 GABLE END B R AC I N G PIN MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MR HEAD SIZE J° 0m POOR JAMB OR WINDOW MIN. HEAD SIZE 30m DOOR JAMB OR WINDOW MIN. EMBEDMENT I 0 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4') WITH[ ATTACH TO 2X PER MM. EMBEDMENT I Y4') WIT ttACH t0 2X PER MIN. EMBEDMENT I Y,i) ATTACH r0 ZX PER WITHIN 8' Or EACH END 1 ATTACH TO 2X PER J ' 8' OF EACH END 1 10' O.G. MANUFACTURES DETAILS. 8' OF EACH END 4 I8' OOL MANUFACTURES DETAILS. WITHIN 8' Or EACH END 1 MANUFACTURES DETAILS. 18' O.G. MAX &PACING. ANUFAGTUREB DETAILS. MAX SPACING. : SHIM AS NEEDED TO PLUMB MAX SPACING. NOTE: SHIM AS NEEDED TO P_LUM9 Is, O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB z JAMS (OO NOT EXCEED Yi) JAMB (DO Not EXCEED Y4'l JAMB (Do NOT EXCEED )Y) JAMB (DO NOT EXCEED Yl) DOOR JAMB TO BLACK +1-I/2" DOOR JAMB TO BLACK +2 1/4" DOOR JAMB TO BLACK +3' DOOR JAMB TO BLOCK +3 3/4" =r +V %n>1 WINDOW TO BLACK +1-I/2- D WINDOW TO HIACK +2 i 4 �, WINDOW CK +3" WINDOW TO BLOCK +3 3/4" a SCALE, 3/8'"I'-0' SCALE, 3/8'"I'-0' SCALE:"SCALE: 3/8'=I'-O' Q . FASTENER SCHEI►DULE NAIL REQUIREI" IENT5 TOP CORD BLOCKING AT 4' z Tcvur VIAMHKAw.01'-I USE 7/I6" OSB, OR I/2' GDX PLY WITH "8 RING SHANK GUN NAILS AT 4' OZ. AT SUPPORTED PANEL EDGES AND "8 RING SHANK GUN NAILS AT 6' O.C. AT SIZE HEAD LENGTH ID ENSILE STR O.G. MAX. IN FIRST 2 FKAMINi �U - - TT'P. EXT. SHEATHING ATTACHMENT 4 - SPACES AT EACH END. = () FOR SHEAR < UPLIFT COS$. TO BE STRUCTURAL m RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE ^ U O m 3 w �u "8 2' DECK SCREWS ®6'-8' ! •n a " z w 0 8d ROUNDiMODIFIEr> OR T 1 -1/8" 113 170f00® 1001 ROUN::;'IODIFIED 2 I!S' .128 110,000 INTERMEDIATE SUPPORTS. SEE DETAIL. z NOT REQUIRED EXCEPT a OPENINGS 9 wW O.G. MAX a EDGES 12' O.G. z n anr= AUPTATI11Nr. Tr) (iAF I F ENT] FIPAMP OR T ROOF SHEATHING ® a w MAX IN FII=Lp. UNTHIEAPEp u u 1Y8 RING SHANK GUN NAILS USE "8 CsUN NAILS a 4" D.C. _ EXTERIOR SHEATHING USE 1/2' GDX OR 1/I6' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6' O.G. AT PANEL SIDES AND '"8 RING SHANK GUN NAILS 4' O.G. TOP 1 BOTTOM PANEL AND `8 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. OR 1/2" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NOTE: NAILS TO BE MFG. BY MEMISER OF INT. STAPLE, NAIL * TOOL ASSOCIATION I. 0.113 INCH NOMINAL SHANK DIAMETER 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER 3. I6 TO 20 RINGS PER INCH 4. 0280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH 7 ? L) p ROOD 514EAT�4ING L,4'rCUT AND =1 xDWALL BRAG ING I� I=OR GcA5LE END FFX-I ING Y e w o Q s N _ 9 AnK TO Ex7�ro rOtTcrvv THICKNESS OF SUB -FLOOR SHEATHING TYP'. 3/4" TiG SLLB-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS Q 16 i v ° s� vc.. IN rltL� TYP. EXT. SHEATHING ATTACHMENT FOR ROOF .S.B SHEATHING (O. TO BE STRUCTURAL GRADE) BUILDING LENGTH A R C H IT E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 mmobdes4pigrMp.crinn AA #: 0003325 F W W Q w 0 N w a F A x SLi2wrv. &.' LOT: CREEKSIDE EXPRESS LOT #87 F%t0jmT# r 0}�4321.000 � OM" 4EHB "2605-HAYDEN" LEFT FA = SHINGLE MONO. SECTIONS & DETAILS 60 MPH-EXP. C 01\1 / Dj\T Z, 12/07/16 8CALM 1/4"=1'-0" FILE Copy FIBERGLASS SHINGLES OR ZIP SHEATHI1NG SYSTEM OVER 030 FELT PAPER ( INSTALLED PER MANUF. SPI=C5.) INSTALLED PER FBGR 2x4 BLOCKING BETWEEN R9052.T ON �' O.S.B. TRUSSES AT FIRST (5) WRB L YER �l, BAYS 4'-0" O.G. CAT E. STUCCO WRAP SHEATHING OR �" CDX SHEATHING SEAMS) r' LURE LAYER 02, 1=ORTIFIB=R PLYWOOD SECURED FIBERGLASS SHINGLES OVER PER FASTENER #30 FELT PAPER INSTALLED BUILDINCs PAPER EMBED. STRAP SCHEDULE VERIFY W/ TRUSS PER FBGR R90521 ON METAL LATH PRE-ENG WD. TRUSS rAr ^_ti PLAN O.S.B. SHEATHING OR }' CDX FRAME TO y 24" O.C. MAX. PLYWOOD SECURED PER BLOGK '< FASTEN TO WOOD STRUCTURAL FASTENER SCHEDULE O CONNECTION rl MEMBER 7" O.G. MAX MTL. DRIP EDGE SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE t7P PRE-ENG WD. TRUSS 24" O.G SEE DETAIL 15/DI_l TEXTURED INSULATION R-VALUES 2X4 OR 2Xro FASCIA Fr;" MAX. 2X4 OR 2X6 FASCIA J 5/8" GYPSUM BOARD OR 1/2" DER ELEVATIONS , x, , FINISH -a WOOD PER ELEVATIONS HIGH STRENGTH ClOARD CONT. 2x4 RAT RUN SECURED W/ (2) Izd'a EACH TRUSS "M" TYPE CONTROL JOINT TOP PLATI= E VNTED ALUM. SOFFIT x VENTED ALUM. SOFFIT �. 5t= t=N=ter trv�t rvc io rv� wINDOw HEADER SIZE VARIES /2 GpX OR/Iro - INSULATION R-VALUES C.N. PER WINDOW OPENING SEE ROOF TRUSS UPLIFT 6' METAL LATH STRIP HEADER SPAN CHART FOR OSB SECURE TO CONNECTOR NOt WALL PER 5/8 GYPSUM BOARD OR SHOWN FOR 1/2" CPX OR 1/Iro" 055 DETAILS FASTENER /Z HIGH StREf�Gt 4 GLCs. CLARITY (SEE � � SECURE t0 WALL PER BOARD �o" WIDE STRIP SELF FASTENER SCHEDULE WINDOW ATTACHMENT AS PER SCHEDULE ON DOUBLE TOP PLATE SHOP DWGs.) ADHESIVE FLASHING, x, GLEAN ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEET p2 WINDOW HEADER SIZE VARIES `' MASONRY BEFORE APPLYING OR 1/2 ZIP SHEATHING OR 1/2" ZIP SHEATHING WINDOW SILL PER WINDOW OPENING SEE ��/X SYSTEM (INSTALLED TEXTURED SYSTEM (INSTALLED PER 2xro STUDS A 16" O.C. MAX W/ PER MANUF. SPECS.) HEADER SPAN CHART FOR MANUF. SPECS.) INSUL., SEE ENERGY CODE DETAILS FINISH MASONRY 1/8" THICK, 3 COAT C FORMS FOR INSULATION 7/8' THICK, 3 GOAT WINDOW ATTACHMENT AS PER EXTERIOR WALL Lt all GMU CEMENT PLASTER R-VALUES CEMENT PLASTER MANUFACTURES SPECIFICATIONS SHEATHING (SEE APPLIED to METAL j' T 4 G SUBFLOOR GLUED AND APPLIED TO METAL WINDOW SILL NOTES) FASTEN EACk4 STUD LATH OVER 2 LAYERS SCREWED AS PER FASTENER LATH OVER 2 LAYERS 2xfo 5TUp5 6 16' O.C. MAX W/ TO DBL. TOP PLATE OP GRADE "p" INSUL., SEE ENERGY COPE W/ USP SPTT24 NAIL BUILDING PAPER OR SCHEDULE ON SHEET D2 OF GRADE D PAPER BACKED LATH BUILDING PAPER OR �' FORMS FOR INSULATION PER MANUF.aPEGS. PAPER BACKED LATH - R-VALUES OVER AN APPROVED ;: OVER AN APPROVED HOUSE WRAP HOUSE WRAP t t G SUAS PER ER FASTENER GLUED AND SCREWED AS PSECTION AT TOP P VERTICAL CONTROL BETWEEN r SCHEDULE ON SHEET D2 OF EXTERIOR WALL DETAIL 5 ,., � , � SCALE• NTS (4) IS S IMILAR MATERIALS_ PRE_�NG FLOOR TRUSS SCALE: 3 =1 0 (INSTALL PER MFG. SPECS.) �; ZIP SHEATHING SYSTEM (INSTALLS GONG. FILLED LINTEL j" GYPSUM BOARD OR I' HIGH DETAIL 5 - PER MANUF. SPEC5.) OR BLK W/ (I) 05 1STRENGTH CIBOARD LUCOD SHEATHING CONTINUOUS IX2 NAILER/DRAFT STOP PRi=-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) LURE LAB ERI, — ' GYPSUM BOARD OR" HIGH ;x STUCCO WRAP SEE LNERGY CODE FORMS FOR STRENGTH cLG. BOARD -Li LATER *2, FORTI IBI=R INSULATION R-VALUES -IX2 NAILER/DRAFT STOP ` BUILDINCx PAPER PREC-AST LINTEL -GONG. FILLED LINTEL BLK W/ CU -METAL LATIH 11 ATTACHMENT AS PER "S REBAR CONTINUOUS wlNpo� -�/8" TEXTURED 5/8" THICK, 3 GOAT p MANUF,4GTURES SPECIFICATIONS -SEE ENERGY CODE FORMS FOR WOOD FINISH WOOD PORTLAND DEMENT PRE -EAST CONCRETE SILL INSULATION R-VALUES GONSTRUGTON PLASTER APPLIED -PRECAST LINTEL -FASTEN TO WOOD STRUCTURAL DIRECTLY TO (1) +5 DEBAR VERTICALLY v WINDOW ATTACHMENT AS PER " MEMBER rt" O.G. MAX MASONRY W/ CONG. POURED CELL MANUFACTURES SPECIFICATIONS 5/8, THICK, 3 COAT 8" GMU : �.,. _ . Ix2 F.T. FURRING PORTLAND GEMENT PRE -CAST CONCRETE SILL 3/4 T d G 5U5FLOOR GLUED StRIP6 a 24" O.G. PLASTER APPLIED - all i2 TO " MID -WALL AND SCREWED A5 PER allGMU DIRECTLY TO (1) 05 REBAR VERTICALLY WEEP SCREED FASTENER SCHEDULE ON 1/2" GYff• Ll BD_ MASONRY W/ GONG. POURED CELL K _ SHEET D2 u WOOD BASE Ix2 P.T. FURRING STRIPS m 24 O.G. e E. > FIN. FLR all cMu� FASTEN EACH 2X4 RIBBON W/ 1/2" GYP. wL. Bp. (5) 12d NAILS a EACH TRUSS. ~ r WOOD BASE -6" WIDE STRIP SELF BTM. RIBBON TO BE P.T. IQ,I 0'-0" ADHESIVE FLASHING, CLEAN PRE-ENG FLOOR TRUSS- � " FIN. FLR MASONRY I5EFORE APPLYING (INSTALL PER 1 F SPEG5J CONC. PILLED LINTEL BLK W/ - II —TEXTURED (1) *5 REBAR CONTINUOUS L •�� FINISH m MAsoNRY 2—STORY 2—STORY WALL WALL � � � WEEP SCREED DETAIL @ RIBBON SEC'T'ION SECTION WOOD TO BLOCK CONNECTION 6 FASTENING DETAIL 2 SCALE: 3/4"=1'-O" SCALE: 3"=I'-0" CONTROL DATE: 12/13/12 SCALE: 1 SCALE: 3/4 - _ I -0 FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES 1 OVER "L FELT PAPER OVER 030 FELT PAPER PRE-ENG GABLE TRUSS NOTE: EXTERIOR WALL STUDS � a PLACE 5TR4P6 SPACED INSTALLED PER FBGR SPF STIFFBAGK (SEE SEALp TRUSS INSTALLED PER FBGR SPF 5TIFFBAGK ISEE 5EALD TRUSS DIAGONAL BRACE 6 (WALL SHEATHING Ndt�� ? AND FASTENED AS R9052. I ON ' O.S R. 94OUN FOR CLARITY) ? ; 6401 WITH ONE RS05.2.7 ON a' O•S.B. ENCs. PACK FOR SIZE Y CONNECTION) ENG. PACK FOR SIZE 4 CONNECTION) CENTER OF TRUSS ADDITIONAL STRAP AT SHEATHING OR �° CDX SPAN OR HIGHEST ASTEN STUDS TO BLOCK WALL EAC4 WINDOW KING STUD SHEATHING OR �" GpX 2x4 SPF BLOCKING BETWEEN 2x4 SPF BLOCKING BETWEEN WITH USP MSTA48 STRAP WITH PLYWOOD SECURED TRUSSES L FIRST B BAYS 4'-0° PLYWOOD SECURED TRUSSES AT FIRST (5) BAYS 4'-0" RIDGE. DIAGONAL FASTENERS AS 6401 INSTALL I PER FASTENER O.G. 5E SHEATHING SEAMS) PER FASTENER O.C. (AT SHEATHING SEAMS) BRACE TO BE a ANY STRAP • EA. END + SPACE 1 (;.....� s I MIN (10) 10d COMMON NAILS SCHEDULE N��E SCHEDULE SPAN IV-& OR STRAPS 110 MPH ' ': 32' OrC. � � INTO STUD (0.146 DIA X I IR' MtL. DRIP EDGE GREATER. REFER TO 160 MP4 c: 31' O.G. LONE) MTL DRIP EDGE DIAGONAL BRACE a TRU55 ENG. FOR -I50 MPH B': 46' O.C. $ 2X4 OR 2X6 FASCIA 14m MP4 'a 46' oc. g PRE-ENG Wp. TRUSS 24° CENTER OF TRUSS SPAN OR PER ELEVATIONS PRE- NG Wp. t 5 2 ADDITIONAL I HIGHEST RIDGE. DIAGONAL O.C. MAX. HORIZONTAL TRUSS TOP OF STUD WALL 2X4 OR 2X6 FASCIA O.G. MAX. BRACE TO BE a ANY SPAN SECURED w/ (3) 12d REINFORCEMENT. SOLE PLATE PER ELEVATIONS 15'-0' OR GREATER REFER NAILS "" """ ""` FILL ALL REMAINING NAILS STRAP SECURED W/ (3) 12d SECURE TO TO TRUSS ENG. FOR SEE FASTENER SECURE TO 0'-0" TO 30'-0' CI) POLES cKING NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE - I/2" CDX OR �/16' OSB l2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1' To 60'-0" (3) ° c DO NOT PLACE SCREW IN SECURE t0 WALL PER NAILS FASTENER PATTERN NAILS X-BRACE (I) X-BRACE TOP of TOP HOLE NEAREST TO TOP 0'-0" TO 30'-0' CI) 1/2' CDX OR T/1ro" OSB e CENTER AND (2) MASONRY WALL - m.,. OF CMG BLOCK WALL FASTENER SCHEDULE ON SHEET LE X-BRACE SECURE TO WALL PER BRACE DIVIDED coNNECT BOTTOM of 30'-I' TO ro0'-0' (3) FASTENER SCHEDULE EQUALY FROM CENTER STRAP TO CMU BLOCK WALL OR 1/2" ZIP SHEATHING X-BRACE (1) X-BRAGS ON SHEET D2 11 TO END w/ (1) 3116' DIA x I-I/4' SYSTEM (INSTALLED PER ��%' LONG TAPCON MASONRY MANUF. 5PECS.) � x k � s CENTER AND (2) OR 1/2' ZIP SHEATHING t C� _ � = -- r x` cMu BLocK WALL ficREws BRACE DIVIDED SYSTEM !INSTALLED PER 2—STORY WEEP SCREED, SEE GONT. 2x4 SPF RAT RUN SECURED W/ E(2)12 QUALY FROM CENTER MANUF. SPECS.) 2x4 SPF RAT RUN SECURED w/ ^� 2) 12d's 6 EACH TRUSS DETAIL 5, SHEET D3 (2) 12d's e EACH TRUSS TO END 2X4 W/ 3/8' X 5 LAG (2) 2x4 »z S.Y.P. DIAGONAL BRACE W/ GABLEEND 2X6 P.T. SECURE W/ (2) 2x4 02 S.Y.P. DIAGONAL BRAGS W/ m32 O.G. MAX. OR (3) 12d'a a EACH TRUSS DIAGONAL CROSS I/2"X9' ANCHOR (3) 12d's m EACH TRUSS DIAGONAL GABLE SIMPSON MSTA-24 a EXTERIOR STUD WALL CONNECTION �� 32' O.G. MAX. X-BRACING t0 COVER 5-TRUSSES BRACING BOLT 32 O.C. MAX. X-BRACING TO COVER 5-TRUSSES X— BRACING " 8 TO FIRST FLOOR MASONRY WALL NAIL GABLE TO 2X6 5/8' GYPSUM BOARD OR I/2" HIGH DBL TOP PLATE 5/8 GYPSUM BOARD OR 1/2 HIGH W/ 12d NAILS roll O.G. STRENGTH Cl BOARD SCALE: 3/4"=1'-0" 2X STUD Iro' O.G. MAX. STRENGTH Cl BOARD SCALE: 3/4" =1'-0" 3 SCALE: N76 MAX. AR CHIT EC T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774AO78 www. a bdesi gngro u p. com AA #: 0003325 w w U w 0. U w A F A i9L BDrv. a LOT. CREEKSIDE EXPRESS LOT #8"7 P Djac04321.000 mono lic 4EHB "2605-HAYDEN" GARAGE BVINO: LEFT PAO&: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 0 SCA1JIh 1/4"=1'-0" 1 COPY I *NOTE: NAIL_ 5NI=AT4NCx TO ALL 2X AS PER EXT, 5NEATHING NAILING, ad 4" O.C. MAX a EDrzES 4 roll -a" O.G. MAX IN THE 1=1E!_D 2x RIDGE ONE SITE LAW.sER SECURE 2x0 MIN. TO B!-K W/ (2) "XS' A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SIZE A W/ _Uf X}B WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) IZd NAILS OR GARA1DOOR H IN JOINTS PRIOR TO FILL[ MIN. (4) 10d GUN NAILS — I— I ) DBL. TOP PLATE 0 2x4 COLLAR TIE AT EVERY OTHER DBL. TOP PLATE 2X4 1611 O.G. MAX. RAFTER W/ 2X4 16' O.C. MAX SECURE 2X4 TO MIN. (3)12d NAILS OR WOOD W/2-12d o 6'-S' MIN. (4) 10d GUN NAILS iv O.C. STAGGERED2x RAFTERSSEGLLRE 2X4 W/ 2-I/4' SECURE 2X4 W/ 2-Wb'tAPCONG OR DRIVE PIN Ix8 NAILER SECURE TO TRU65E9 TAPCONS OR DRIVE PIN (MIN. SHANK SITE.145 MIN. 0 BELOW W/ (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. SECURE 2x4 ON (2) 12d NAILS OR HEAD 512E 300 MIN. EMBEDMENT I Ya' U1N 8' FLAT TO MILK (3) 10d GUN NAILS ®EA TRUSS EMBEDMENT I Ya' WAN 8' EA. END NOT TO EXCEED W/ GUT NAILS. EA. END NOT TO EXCEED 7:51 IS' O.C. MAX ARGHwAlIr SIDES: 16, O.G. MAX 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 )j'XS" A -BOLTS 4' EMBEDMENT MIN. R CREATE VOID FOR STRAP 2X4 SOLID I BT. PLATE W/ 2'X2'XV& WASHER AND NUT PENETRATION SECURE TO T 1/2' COX 5PACED EVENLY FROM FLOOR TO ROOF DECKING OVER 2X4 SOLIospr= WITH MIN. 2-12d BLK GARAGE DOOR HDR IN JOINTS SECU TH E ND PRIOR TO FILLING. PRE-ENG TRUSSES WITH MIN. LBLK I-2X6 PT BLOCK a CENTER OP PRE-ENG. TRUSS ND EXTERIOR ARCHWAY EXTERIOR ARCHWAY DOOR HEADER W 2"X2XS' J-BOLES 0 ALTERNATE CONNECTION 2 4 EMBEDMENT w/ z"xz ws' WASHER 4 CONV. FRAMED ROOF M5TA-24 RAFTER TO BLKG SCALE: WITH WINDOW scaLE: 1/2"=r-m' AND NUT. BETWEEN TRUSSES 1 SCALE:1/2'-1'-0' 2X4 SECURED TO " 1115 UPLIFT GABLE ENG W/(2)12d izNOTES: CONNECTOR VER IF W/ASS SIMPSOM WTSMZ0 O.G. ALL ANCHORS SHALL BE IN ACCORDANCE TO FRAMING PLAN W/10 I0d TO T1;I / 2X4 SEMANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE OUBLE TOP PLATE AND (4) 1/4' x 2 1/4" GABLE CU SUCH INSTRUCTIONS ARE MORE STRINGENT TAPCON-CRIPPLE SCUDS o 16' O.C. POURED S LINTEL CONT W/( UPR HT • -- — '_ GARAGE DOOR MAX » Moe UPLIFT 1 BUCK ATTACHMENT HEADER SIZE PER SIMPSON LSTA-12 a EA. JACK (2) SIMFSOv PTSM20 _ SCALE: I/2'=1'-0" SPAN CHART. STUD, BOTH SIDES OF INSTALLED ON OPPOSITE OPENING. FACES OF BLOCK WALL 3 O COX PLYWOOD 2x STUDS A 16' O.G. MAX W! W/10 10d TO TRUSS GABLE LOCKING SHEATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4" TRUSS2x4 BLOCKING DOOR WITHIN 1' OF WINDOW/ DOOR TAPCONS TO CONT OPENING OPENING AND SECURE PER —POURED LINTEL EA. RAFTER �'-�" CFEMIN( L_ EA NAILING SCHEDULE s ' RAFTER KING STUDS (SEE HEADER 142.5 EA. a SPAN CHART FOR DETAILS PRE-ENG TRUSS RAFTER ' AND SPECIFICATION) a 24' O.C.R JACKS (SEE HEADER SPAN CONTINUOUS PRECAST LINTEL CHART FOR DETAILS AND BOND BEAM FRAMINGSPECIFICATION) (TYP) JACK STUD ASSEMBLY TO BE �/. SECURED ONE PLY ® A TIME. CLOSED VALLEY FLASHING DETAIL FRAMED OVERHANG /��, �, USE IZd NAILS, TWO WITHIN 6' NtS. TN ACH S �j tHHA12'O.C. TAGGERED 2X4 DBL. SP4*32' O.G. MAX 2X4 DBL. 2X4 TOP PLATE 1/2" CLG. BOARD I/2"xV A.B. MIN. 7' TAIP CONS TOP PLATE TOP < BOTT TOFF PLATE I TO SECURE TO FRAMING, I EMBEDMENMT S' FROM EACH MIN 2' COVER ° NEED MIN 1 1/2', LESS THAN TYP. INTERIOR END E 32' O.G. MAX. 2' APART PRE-FAB ' 1 1/2', WINDOW MUST BE PRE-FAB P FAB I/2" CLG, BOARD TRUSS P _FAB SECURED TO BLOCK DOOR OPENING WD FRA SP4 O H5 A TOP AND BOTTOM PLATES T SIDES FULL TRUSS ANCHOR TRUSS I/Z' CLG. BOARD TRt155 TRUSS SCALE: I/2"=1'-0' LENGTH STUD, BOTH SIDES 1/2" CLG. BOARD TRACKS, TOP Q _Ill OD OF OPENING. 12 R TROFIT NTS. I/2 pRYWALL 2x4 WOOD � BO-TTOM 2x4 BLOCKS - LINE OF SLAB STUDS ° O.C. 1/2, DRYWALL 1/2" DRYWALL SECURE 2x TO BLOCK W/ (2) 2X4 WOOD 5 REBAR VERT. IN CORNER BEAD STUDS •16" SS CHANNEL SNAPPED �'x3' TAPCONS OR DRIVE PIN SOLID GROUt=D CELL SEALANT 4 KING 2X4 WOOD (MIN SHANK SIZE .145) BACKER ROD LOCKING O.G« U ON. BLt? WALL STUDS OD STUDS 2d CZ. W/ A e' u MID -WALL MIZ?' SECURE BT. PLATE O.G. LAYER CF I/2' (MIN EMBED. I") SCI=MENt PLASfi RT� �M SEE SECURE BT. �, 1/2'X9' TO SLAB W/ 10d TYPE GYPSUM WITHIN 8 OF EACH END AND APPLIED STRUCTURAL FOR MASONRY NAZI_ e WALLBOARD 18' O.G. MAX SPACING. DIRECTLY TO PLATE TO 5 I/2' DRYWALL 32' T M O.G. MAX DIWC MASONRY 2x6 P.T. WD W/ 10d M NT ATTACHED TO EACH 0 ATTACHED t0 FILL NAIL a 32' 2XSIDE • IZ .0 O. CELL AS PER MAX 6EE FOUNDATION PLAN- CMU WALL ° PRODUCT GONG. SLAB FOR DETAILS C&Z. SLAB CONC. SLAB 6PPROVAL REQ a x'` j FROMM14MI-DADE ., a COUNTY ATHR STRIP WE C. SLAB x F MOULDING ALL SEE FOUNDATION a ° m ' � ' AROUND (DFJ FOR DETAILS SP4+a34 O.C. MAX a _ 1—STORY - GALv.SreeL 1-STORY 1-STORY 1-STORY TYP. INT. WALL _ TRACKBRAOKETS INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL METAL STUDS — �" - — — — — — — FASTENED TO W UPLIFT 8 (NON-BRG.) 8C NON-BRG. Woo 114'LA/ O/+LV STEEL— &LNN�OUPLIFT) ( / ) - � � �6�x1�1/4'LAG VERtIOALTRACK 'MIN BYEO EEH �DooR scALE: 1/2'=1'-0" S SCALE: I/2'=1'_®" SCALE: I/2"=1'-0' SCALE: V2'=1'-0" ARCH WINDOW FRAME F MAUF. SLIDE FASTENED t0 ROOM SGAL)=: 3/4" = I' -�D" TRACK BRACKETS w/ 1/4'-20XI/2' 13 GARAGE DOOR JAMBS CARRIAGE BOLTS SCALE: I/2"=1'-0' AND LOCK NUTS. TRU85 TO WOOD FRAMING SIMPSON MT5-12 PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ PRE-ENG TRUSS PRE-ENG. TRU55 FRAMING PLAN DOUBLE TOP PLATE P DOUBLE TOP PLATE z RE-ENG TRUSSES OR 2x CONTINOUS STRESS DBL. 2X TOP PLATE z GONV. FRAMED RAFTERS 1 BLOCKING MID WALL �/I6' OS.B. a CRIPPLE STUDS ® 16 O.C. SP4o32 O.C. MAX OR I/2' ZIP SHEATHING i MAX PRE-ENCsIINEERED 2x STUDS • 16' O.G. MAX, SYSTEM (INSTALLED PER -� HEADER SIZE PER SIMPSON LSTA-12 • EA. JACK TRUSS U.ON. MANUF. SPECS.) SPAN CHART. STUD, BOTH SIDES OF i' T t G sUBFLOOR GLUED 2X BLOCKING • OPENING. M -12 AND SCREWED AS PER TOP OF FASTNER SCHEDULE in, CDX � 2x STUDS • 16" O.G. MAX W/ 1ST FLOOR SCUDS TO 2X STUDS 16' O.G. MAX SHEATHING. SHEATHING TO BE 2ND FL� STUDS DOOR/ WITHIN }' OF WINDOW/ DOOR 2X SIMPSr-36 s 32' 2X BTM. PLATE WINDOW OPENING AND SECURE PER O e OPENING NAILING SCHEDULE /PL f 3/4' FLOOR DECKING -T/16' OS.B. MSTA-36 32' O.G. `l�i� KING STUDS (SEE HEADER MAX SPAN CHART FOR DETAILS AND SPECIFICATION) PRE o I ER 2X4 4 STUDS 16" O.0 PRE-ENG FLOOR TWOS JACKS (SEE HEADER SPAN r} OS.6- SWEAT OR f 5TM. DOUBLE TOP PLATE PRE- INEERED -- CHART FOR DETAILS AND GDX PLYWOOD. T ED LATE 2x cONtINOUS STRESS FLOOR TRUSS �� SPECIFICATION) PER FAS L WE 2 MTS-12 i/16" OS.B. BLOCKING MID WALL JACK STUD ASSEMBLY TO B$ V2 IP 6 THING Qj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BILK SECURED ONE PLY o A TIME. S INSt LED PER TEXT. FINIBL4 2x STUDS • 16' O.G. MAX, W/ 1/4" GAP FROM BLK TO O.S.B. USE 12d NAILS, TWO WITHIN 6' U.O.N.14 FROM EACH END 4 NO MORE BLOCKING UNDER 1/2' GYP. WL. BD. 2 HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT THAN 12' O.G. STAGGERED LL STUDS $CURE ETA-16 PERIMETER OF O.G.B. TO PROVIDE CONT. NAIL PATTERN E EE SECURE BT. PLATE TO 0 - I- � III SP4 OR H5 •TOP AND N CRIBS BAYS W/ TRUSS SP4p32' O.G. MAX SLAB W/ }'x9" ANCHOR �3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP '� �' ' ! BOTTOM PLATES EA. FULL C3) 12d's EACH END CMU WALL I BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. i� LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE SIMPSON HIGH SNENGTH OF OPENING. a EPDXY I" EMBED. MIN. ® SHEATHING • TOP OF WOOD FRAMED WALL TO BE F1/ j 5TUD5 a 16, O.C. STAGGERED MIN. OF 16' FROM SHEET BELOW SHEATHING TO LAP TO • SIMPSON SP4 ® BOTTOM OF PRE-ENG'D MTS-12 9 EVER STUD 32' O.G. MAX ® INSTALL ALL SWEETS W/FACE GRAIN PARALLEL TRUSS BELOW_ SHEATHING TO STUDS MUST NOT BREAK 1'-4' MIN. 2X4 BT. PLATE g INT. 2-STORY L.B.W. FROM 2ND FLR DORMER LINE. KNEE WALL DETAIL @ ENTRY EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ 16 sCALE:I/2'=1'-0' 4 SCALE: 1/Z°=r-0' 14 DOOR OPENING WD FRAMED USCALE:ATTACHMENT SCALE:3/4'=r-o' SCALE: 1/2'=I'-0' I/2' = I' -0' CONTROL DATE: 07/01/15 A R C H I T E C T S UPInc. iTTi 1\.1\VI\I'M1LV 1\LIIM)ll\ VLY V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y W c U W 0 4 W Q F A ti istraDty � LOT: CREEKSIDE EXPRESS LOT #87 PROJECT# 04321.000 MODzxa 4EHB "2605-HAYDEN" GARAGE OWING: LEFT PAQAk MISC. DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLOR DA j�p ` 12/07/16 9CALm 1/4"=1'-0" ARC H I T E C T S Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL5891.2-R5 N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type 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 FL16100.1-115 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) J (-51) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.1-R3 Non Impact @ head / sill. 1 1/4" embedment. Five additional tgpcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturer§ recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Builders Series distance. 6" max o/c from corners and 20 3/4" max o/c SlidingGlass Door +33 / (41 ( ) ) (+25) / (-50) Ply Gem 4780 FL14634.1-R2 Non Impact elsewhere top, vertically and bottom. 2 1/2" rain 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-Trrr Smooth Star FL15037.1-R2 N/A max o/c for corners as well as each side of sidelite. sidelights (1 or 2) Tapcon needed at top and bottom middle of opening for door panel and sidelite. 14" vertical max o/c elsewhere. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque double door (+36) / (47) (+50) / (50) Therma TrU Smooth Star FL15225.5-R3 N/A bottom. Top and bottom centerline of each door slab get tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" without sidelights 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-Trti 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-Tnl Smooth Star FL7630.1-R6 Impact right and left comers, 14" max. spacing elsewhere Clopay Clopay horizontally and vertically. 1 1/4" embedment. Double Garage Door (+29) / (-35) (+46) / (-42) 16.2x7 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) 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 straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1'/<" annular ring -shank nails, Underlayment Rhino U10/20 FL17801 spaced 6" o.c, at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit (+75) / (-75) Alside 2T FL15272.1 1/4" x 20 stainless steel with minimum embedment @ 7/8" Hurricane Panels + or - 20 p.s.f. Global Protection 24 GAGE FL15076.2 in poured concrete or 1 1/2" total if stucco should exist, Less than 6' span can be headed screw or all thread but with wing nuts 1/4" x 20 stainless steel with minimum embedment @ 7/8' Hurricane Panels 6' + or- 20 p.s.f. Global Protection 24 GAGE FL15076.2 in poured concrete or 1 1/2" total if stucco should exist, span or more can be headed screw or all thread but with wing nuts Zip System Huber Wall Sheathing 17147-R1 Install per manufacturers recommended requirements. Sheathing 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y U W 0 U h A r A BVSDZV: � Er0'T: CREEKSIDE EXPRESS LOT #87 PROJRCT�IjI 04321.000 �con� 4EHB „2605-HAYDEN" ARA�R ®'11�: LEFT PAQM PRODUCT APPROVALS 160 MPH EXP. C EMIM• .--� age 12/07/16 DC AS 1/4"=1'-0" FILE Copy A NOTE: NOTE: NOTE: IF ZIP SHEATI-41NG SYSTEM IS APPROVED BUILDING WRAP IF ZIP S4-IEAtl-41NCz SYSTEM IS INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM of INSTALLED, PLEASE SEE ��ASPING (CCl`rA77I �w B HOUSE 6' s VERTICAL LAPS (ROLL MANUFACTURERS MANUFACTURERS ENDS) 4 6' s HORIZONTAL LAPS. WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED To BE TAPED LATE{ VERTICAL LAP TO BE I" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING TAPE FLASF+INCs TO EXTEND ONTO PIPE P OR LESS PIPE F6LA5HSNCx (AD14ERNG: MEIRANE ' THICK, 3 COAT CEMENT PENETRATION PREFOR" fED CONTROL JOINT / PLASTER WRAP MATERIAL) OVER 4"x4" SELF -ADHERING MEMBRANE FLANGE OF CONTROL JOINTS T \ i FLASHING OVER APPROVED �2 IFI_.. , HOUSE WRAP. WI TIED TO LATH s g" �. WRB LAYER ,FORT BER BE RED O.G. MAX (VERT.). NOTE; DO BUILDING PAPER I ^ N. L-P METAL LATH FLASHING TO EXTEND ONTO PIPE NOT FASTEN CONTROL JOINT TO / WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATHFASTENED 07' V LEG MAY BE USED TO TEMP. AT SUPPORTS ( ) OZ. MAX j X X X — — SECURE CONTROL JOINT \ DURING INSTALLATION GUT AND OVERLAP ONE AIDE OF \ WRB LAYER M, SELF -ADHERING MEMBRANE GUT AND OVERLAP ONE SIDE OF METAL LATH FLASHING FASTENERS TO BE SPACED STUCCO WRAP s T' O.G. MAX VERTICALLY SSt�P *I STEP � FLASHINCs R E�RaNE WOOD SHEATHING ' / = / WRB LAYER M, THICK 3 GOAT CEMENT ILAYER M, OR I/2 ZIP SHEATHING PLASTER SYSTEM INSTALLED PER ,- �j �i - STUCCO WRAP STUCCO WRAP MANUF 5 CS) METAL LATH / 6' MII I F.AFER LAP BELOW C' iLY / WRB LAYER 12, FORiIFIBER I WRUuB LAYER 01, FORtIFIBER WRB LAYER M2, FORTIFIBER BUILDING PAPER �E�L LAH�R BUILDING PAPER � WI LAYER M, ; _ 6'x6' S)=LF-ADV-IERINfs MEMBRANE STUCCO URAP i FLASHING OVER 4'x4' \ SELF -ADHERING MEMBRANE rc INSTALL FASTENER6 (CLIPS, FLASHING OVER APPROVED c�P MIN. WOOD SHEATHING: OTRAII STAPLES) AS HOUSE WRAP. ATH SHALL NOT OR I/t' TIP SHEATHINGS SQUIRED TO SECURE FLASHING: TO EXTEND ONTO POE 6. TO s' SYSTEM (INSTALLED PER I 6° ro a° PIPE/ WIRE TO FRAMNG CONTINUOUS MIN. MIN. /� \ 4"x4" SELF -ADHERING: MEMBRANE F M UF. SPECS.) HROUGH CONTROL ;, FLASHING OVER APPROVED OINTS BUT SHALL HOLLSE WRAP. E STOPPED AND IED AT EACH SIDE. PROVIDE 2X4 BLOCKING MIN LATH FLASHING TO EXTEND ONTO PIS R ASTM GI063 .10.1.4 PLACED FLAT MAX. 6' 70 8' LAP +�L � FROM CONTROL JOINT WHEN 2 APER LAP %' CONT. BEAD OF SEALANT CONTROL JOINT FALLS ON T \ / STRUCTURAL STUD SCALE: I I/2'=I'-0" INSTALL APPROVED HOUSEWIl AIR FASTENERS FOR LATH TO BE NAILS OR TAPLiES IN COMPLIANCE SHEATHING W/ ASTM CI063 INFILTRATION BARRIER OVER WIRE TIES TO BE (NO. IS) 00475' WIRE / — I p1710 \ I �- ELASTOMERIC COATING OVER, STUCCO/ BLOCKING SHOWN MAY BE IN AD I G.V. FINISH (SEE TYP WALL 5E�TION) O WALL STUDS REQUIRED PER PLAN VERTICAL LATH & PAPER DETAIL �� WOOD STUDS SECTION PER I R703.6.1 �. Exterior lathing and plastering A SHETHING Exterior use of portland cement Plaster NOTE: OR 1r1' TIP SHEATHING THIN 4 shall comply with the application SIDE LAPS OF METAL - requirements of ASTM C 926-12A. PLASTER BaSE6 SHALL (INSTALLED PER MANUF. SPECS.) NOTE: B8 SECURED TO BUILDING Installation of exterior lathing and framing FRAMING MEMBERS. PAPER r MI . F ZIP CJ' HEATHING vYSTEM ICJ shall comply with ASTM C 1063g2q. O"M" TYPE CONTROL JOINT THEY SHALL PC TIED INSTALLED, PLEASE SEE BETWEEN SUPPORTS MANUFACTURER5 WITH 0D4-TIl (IZI-MM) Stucco x° LAP m LAT" INSTALLATION PROCEDURES WIRE AT INTERVALS NOT 3" LAP PAPER YJ MORE THAN 9' (22s-MM). AS PER ASTM GI063 O 7 I. FOLD INWARD • Pr. AI.S.I.I.S.I.I. FOLD MWARD PT. A O 2. CREASE • PT. D �J J T NOTE: / ®FOLD ® KI `r� KO vJ 1 FOR REFAIR OF TEARS ® LATER N Ill LAYERS, TEARS HORIZONTAL LATH T� ®� DETAIL MAY BE PATCHED & PAPER DETAIL PER M E WRAP CAPE PER . ANUF. SPEC, OR y, FOLDPEEL 4 STICK s 45, ® 1/2" ZIP SHEATHING SYSTEM (INSTALLED PER MANU1=. SPECS.) OR O Lr AD INWARD . O I. FOLD MwAIm. PT, a WOOD SI-IEATI-IINCz a CREASE • PT. B WRB LAYER "I, 2. CREASE • Pr. B 3. CREASE • PT. C STUCCO WRAP 3. GREASE • PT. C •i '. 4. FOLD Imo. C OVER Fr- 5 TILL Pr. C TOUCHES B°rt""FL""` 0 f` " THICK, 3 COAT CEMENT ® k I PLASTER LECEND *Z�UJAlr=R METAL LATH LAP WRB 4 TAPE OVER DiRAINAe FLANE (WR5 ® ©�o ROOF/WALL SCREED �% 1 STUCCO � I I�`Ii �i )BOTTOM TIGHT • ; I }� V trf V./ O W ` / NOTE: SEAL FOLD. aQ IF ZIP SHEATHING SYSTEM IS etlIneuT. z % 5"X5" "L" TYPE CONTINUOUS WIR5 L A E IR *2 (F0IRT IP I E IR INSTALLED, PLEASE SEE T GALV, METAL FLASHING MANUFACTURERS (NAIL TO ROOF DECK, NOT BU I L D INCH AFE IR) INSTALLATION PROCEDURES *HICK 3 coat CEMENT PLASTER `� WALL SHEATHING) WRB LAYER 02,FORTIFfBER - �ETAL LAT X X X X BUILDING PAPER GAP SHINGLE - DO NOT NAIL, WRB LAYER M, INSTALL WITH ROOF CEMENT "� • 5TUCG0 WRAP LAP LAYERS OF BUILDING WRAP S T L 1 G l ° - OVER NAILING FLANGE, STOP �8.7 a j,r uIRB al'PROX Ili' ABOVE \�dy x x x xSHINGLES RocFwALL SCREED �� ROOF CEMENT WOOD e�EEATI4ING �\� Z III WALL FLASIING s SHINGLE ROOFING OR 1/2" zIP SHIEATHIINCa S"I'STEM ool° C INStAL1—gyp PAR MANUE. SPCSJ � U='M KICK -OUT FLA6F+MCs (SEE /�� - DETAIL) e ,4 +� S I VF,45I=I f NG NOTE: 5 D IF ZIP SHEATHING SYSTEM IS NOTE �=INSTALLED, PLEASE SEE = MANUF1ACTURERS ITAL LAT�4. LATkI TO 8E f=EfR r FELT UNDERLA7MENT WATER TIGHT SEAL !BEND OR INSTALLATION PROCEDURES �^ �Y \ SOLDER DO NOT CUT \ � � .�G/ . � / 7c='t S C — �i � — I°V J � � I N. 2 .5 L � 5. S-IINGLE ROOFING Q 'NOTE; INSTALL KIC T I=E fR S Q. NrA IRD (U T I L I Oil N O" I I N A L FLAS•FMCx AT BOTTOM OF ROOF 1 WALI L IN1 FIRM IONS DRIP EDGE: OVERLAP 3', EXTEND I/2' BELOW LATE DOE& NOT > IEET SFEC ITAT IONS) 9&4EATI31NIG, MECHANICALLY FASCIA WRAP f) 7 ! '�I p �y FASTEN 4' O.C. MAX ��{ L / \ \ H I N G N.T.S. JL L11J JJJLLL JJJLLL JL JL Design Grou�rnc d N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W U W h 4 W A h A x ti CREEKSIDE EXPRESS LOT #87 PRAJMT# 042i21. 000 MOD= 4EHB "2605-HAYDEN" GAIZAG IC BMMG': LEFT PAQ�: WALL LASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLdR1DA 01 I)ATI& 12/07/16 8CAIdU 1/4" ear FILE Copy NOTE: NOTE' INSTALL 6' SELF -ADHERING IF ZIP SI-IEATI-SING S`I'T l IS INSTALLED, IF ZIP SHEATHING SYSTEM 15 MEMBRANE FLASHING OVER STUCCO INSTALLED, PLEASE SEE TOP, SIDE(S) AND BOTTOM FINISH PLEASE SEE MANUFACTURERS INSTALLATION MANUFACTURERS FLANGES OF NON -MOVABLE 6 SELF Apt IESIVE WOOD CONSTRUCTION PROGEDURES INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 1/2" ZIP SHEATHING SYSTEM SEQUENCE OF FLASHING TO 5EL OVER TOP 8 SIDES 1/2" ZIP SHEATHING SYSTEM fINSTALLED PER MANUF. SPECS.) OR 1 BOTTOM 2 SIDES. 3. TOP (INSTALLED PER MANUF. SPECS.) OR X VENT CAP 15 TO BE SET IN BED SELF WOOD SN�ATI-IINCs WooD sHEAYER01,THING ' OF SEALANT TOP AND FLASHING WRB LAYER #I, STR cG0 WRAP X SIDES O SE ANT 15 TO BE UNIT I N STUCCO WRAP i �ux2a AY; 02. FORTIFIEi R W "q WA D JOINTS I �1�___�— PREMANUF. DRYER I .� I If I � / BUILPING PAPER -- X -Z I�.D L1 AROUND C' -ice 9+L Lf1 NT Y SEALANT ALL VENT CAP (SET IN WRB LAYER 02 FORTIF-1BER X NT AND INTERSECTIONS CONT. SEALANT) WOOF FIINwISI TEXTURED WOOD BUILDING PAPER CONSTRUCTION �I PLY SEALANT At PERIMETER OF I: FASTEN TO WOOD STRUCTURAL CiHVI`CIC ICVL -' 'IVVI`1-I-IV VHDLC riv+i i� NI{L vi.evvv ON ALL SIDES, %'k" CAULKING a JOINT SEALANT a ALL AROUND TOP SIDES 8" THICK, 3 COAT CEMENT e GMu } ; Y�PLASTER TO i�" MID -WALL PER FBC R703.6.1 WEEP SCREED Exterior lathing and plastering % _ Exterior use of portland cement plaster /S" TO 7/g" MID -WALL La BACKER ROD R VENT BLOCK 1 YE shall comply with the application � � D R \ _� requirements of ASTM C 926-12A. WEEP SCREED 6" WIDE STRIP SELF ADHESIVE FLASHING, CLEAN Installation of exterior lathing and framing MASONRY BEFORE AY�PLYINCx i X shall comply with ASTM C 1063-12A. (o" 5ELF-ADHE51VE rextuRED —�, i I I " FLASHING FINISH MASONRY WRB LAYER *I, STUCCO WRAP X BUILDING PAPER HOODED vENT O ASH QUICK _ WOOD FRAMED "' WALL 7B HORIZONTAL WEEP SCREED x (FRAME TO BLOCK) J" THICK, 3 GOAT CEMENT X 1 HORIZONTAL WEEP SCREED PLASTER METAL LATH PIPE THROUGH ' (FRAME TO FRAME) x1, FORTIFIBER / NOTE: WRB LAYER WALL BUILDING PAF'ER 'iij NOTE; IF ZIP SHEATHING SYSTEM IS WOOD SHEAVING / INSTALLED, PLEASE SEE IF zip 5HEAtl- ING SYSTEM IS INSTALLED, MANUFACTURER5 PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES DRYER VENT ( FRAM ��%! INSTALLATION PROCEDURES 6" SELF ADHESIVE �i�ii FLASHING (INSTALL PER MANUF. SPECS.) � � ' all OR I/2' ZIP SHEATHING SY TEM BUILDING PAPER !INSTALLED PER MANUF. al WOOD SHEATHING: UNDER "QUICK FLASH" WRB LAYER 01, WRB LAYER ol, NOTE` GUT OPENING IN STUCCO WRAP STUCCO WRAP IF ZIP SI IEATPIN(�; SYSTEM IS APPROVED HOUSEWRAP At WRB LAYER +"2, FORTII=IBER INSTALLED, PLEASE SEE FOR BOX INSTALLATION BUILDING PAPER MANUFAGTURER� WOOD INSTALLATION PROCEDURES CUT " " INTO�X coNstucTloN t SELF -ADHERING A VENT PENETRATIQN STUUJRCCO LAYER 1, MEMBRANE FLASHING: META A SCALE: N.T.S. StUGGO WRAP 8 CMU N C I EAD APPLY SELF-ADHERINCs MEMBRANE FLASHING RA E BAND WOOD SHEATPING OVER SOX AND OVER APPROVED WRB LAYER To Jj' MID -WALL rl WEEP SCREED 5TF #1 57EP #2 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYMCs APPROVED z FLASHINCs HousE RP WRB LAYER "1, ELEC. METER FIELD I stucco WRAP IFY OCATION-ELEC. METER 1=1ELD � - STONE VENEER R L BE M5RAN = FLASHING OVER SCRATCH GOAT VERIFY LOCATION No SUCH THAT APPLY 60 MIN MEMBRANE FLASHINCs NO MEMBRANE i CzRADE 'D" FELT a ENTERS SOX, - OVER -ERING N H HousEW APPLY STUCCO SCRATCHY COAT APPLY tG) FACE FLASHING e' AND ONE (1) LATER OF PAINT EDCsE HORIZONTAL WEEP SCREED EC. HOUSEW D PRIOR TO INSTALLING ELRAP W/STONE VENEER METER WRB LAYER "2, FORTIFIBER BUILDING PAPER C (FRAME TO BLOCK) CAVITY TO BE FILLED #3 # WITH RIGID POLYMERIC �T ISOCYANOTE-POLYBLEND FOAI"I LEGEND !' ' C"GREAT STUFF" OR SIMILAR) APPLYCOATING A SILICON AE s OVER DRAINAGE PLANE (WRa BASE SEALANT AT POINT Stucco/ G.Y. FINISH LAYER #I, STUCCO UJRAP) THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD •°•e•e.e (SEE TYPICAL WALL OVER (00 MIN o •o.e.o ° SECTION) UJRB LAYER #2 (FORTIFIaER — — -� — — •e, ' AREA TO RECEIVE FELATDPROVIDE METAL LATH 5UILDING PAPER) ° z STUCCO SGRATGI-I GOAT SEALANT AT ALL - JOINTS 1" IETAL LAT�-4 x—x—x—x 1 COAT OF PAINT W/BACK- AND INTERSECTIONS ROLL PRIOR TO ° •e•°•° ° n ELEC. METER INSTALLATION 5TUGGO -= PROVIDE STUCCO 6CRATCI4 y COAT LARGER THAN THE ELEC. WOOD e1 4EATNING L METER CAN OR METER CAN OR 1/2" ZIP SHIEA741l SYSTEM COMBO OR METER CAN AND / (INSTALLED PER MANUF. SPECS.) D1SCONNECT 5T f #E5 &T P #(o SELF-ADHESIVE FLA54NCx — — — NOTE: ELECTRICAL RECEPTACLE h IETAL LATH: LAT44 TO aE PER FBC ELECTRICAL CONDUIT R103.(0.l / A5TM G-84i-09, 1 IIN. 2.rp Las. 8 PENETRATION PER BQ. YARD (UTILITY OR NOI"IINAL LATI-4 DOES NOT 1„IEET 5PEGIFIGATION5) A R C H I T E 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 hW w U W 0 F 0. U W q F q ®VSDIV. ae LOT: CREEKSIDE EXPRESS LOT #87 PIROJSCT# 04321.000 WODS is 4EHB "2605—HAYDEN" GAPLAGE sue: LEFT IPAOM WALL ASSEMBLY DETAILS Val.l MPH EXP. C AfiCHITl STATE OF FLORIDA 12 /07 /16 SCAZJU 1/4"=1'-0" � ki COPY EXT. WOOD FRAMED COLUMN SHEATHING WOOD 5PEATI INCs WALL WRB LAYER II, �; -- WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING BARRIER I WEATHER WRB LAYER 02, FORTIFIBER METAL DRIP EDGE ' , / BARRIER 02 RESISTIVE WOOD PRE-ENG'D TRUSS FINIS(-4 LAYER l2 LAYER CONSTRUCTION BUILD PAPER ; - PEEL a STICK) - __ _ �" THICK, 3 GOAT CEMENT SET IN FULL BED OF �� :611 SAP. 9/a' HAT CHANNEL a WEATHER RESISTIVE �� SEALANT,Y�" MIN. r � W/5/e' TYPE 'X' DRYWALL PLASTER BARRIER 01 �' PEEL a SPACE FROM DRIP i ,j➢ PEEL a StIGK 6" SAP. WEEP SCREED WEATHER RESISTIVE STICK DRIP \ FACE t0 TREX TO SH Cs IND WEEP SCREED BARRIER 02 EDGE TO I FULLY E ED FLASHING FULLY EMBEDDED ` P THICK, 3 COAT CEMENT DECK `' ya„ GAP FOR BACKER I .. ' 4" O ITIVE V RIE....................IN ROOF CEMENT WOOD SHEATHING 41NCz , E PLASTER / 1 METAL DRIP EDGE I �' X 3' 26 CsA- GsALV. r METAL LATH WRB LATER wl, r `�, ROD ! SEALANT SET IN FULL BED OF STUCCO WRAP ' - ` WOOD SHEATHING I"XI 3/a' P.T. OR SIMULATED Ya" GAP FOR BACKER ; .5EALANT,,l6` MIN. WOOD (TREX) FILLER, SPACE FROM DRIP THICK, 3 GOAT CEMENT VINYL CA -SIN BEAD ROD t SEALANT 100(k/� CONTINUOUS FFACE TO TREX WEATHER RESISTIVE PLASTER r G cKi _enuKaKlNr, /�—•— WATER PROOFING Iat /' WEATHER RESISTIVE VINYL CASING BE / `BARRIER wl Ai"166-WF IC-180 CUSTOM A51NGs "_A , : h, FLASHING WRAPPED LAYER (2 LAYER PEEL a i BARRIER 5F \ WEATHER RESISTIVE �\ EXTERIOR GRADE STICK) WRAPPED FROM % \ BARRIER w2 TOP OF WEEP SCREED DRY WALL - / WEATHER RESISTIVE WATER PROOFING lat TO SHEATHING BELOW BALCONY DECK To _�--'' ...ca�orEx„�,�lypy ( BARRIER w2 LAYER C2 LAYER PEEL EX R COLUMN ' III, THICK, 3 GOAT CEMENT CANTILEVER d' °�fOR4' O T 1 < STICK) ` • :er' °e 4WT'r LIM HEATHING WRB LAYER IT[ IN 1 ' ,X. STUCCO WRAP PLASTER 6" PEEL a STICK e SG DECK MEMBRANE, I VINYL CORNER BEAD DRIP EDGE TO DECK , 5 EXTEND RIP PEEL a STICK „ u i WRB LAYER w2, FORTIFIBER VINYL CASING: BEAD SUB FLOOR EDG s x3 L FLASHING NO GAP IN FIELD BUILDING PAPER (SHOWN FOR CLARIFICATION cY ®® 3' 3' 26 A. ALV. SUB FLOOR FULLY EMBEDDED IN - SEPARATE ACCESSORIES ONLY) __ - _- SE IN F L BED OF - ROOF CEMENT — 3 , E t.V MIN. ......•.-.--... •\--- , Ir I " X 3" 26 GA. GALV. 6 $ELF ADHEREING XI /a P.T. OR SIMULATED i FLASHING WRAPPED WOOD (TREX) FILLER, i AGE FROM DRIP METAL DRIP EDGE WRB LAYER *I, , aRNER OF CANTILEVER SET IN FULL BED OF STUCCO WRAP ` r CONTINUOUS ACE t0 TREX I P.T. OR SIMULATED ' 4' Pn61TIVE DRAIN O CTREX) FILLER, SEALANT,' MIN. AMIGO AM66-WFWG-i8(D `.� /� WE_ Ef, SCREED Ya° GAP FOR BACKER VINYL CASING: BEAD SPACE FROM DRIP C Nt UOUS /PAGE TO TREX CUSTOM CASING BE ROD a SEAL t WATER GOOFING Ist GA FOR SEALANT VINYL CASING BEAD FINISH LA l2 LAYER LAYER (2 LAYER PEEL a . BACKER ROD. - PEEL a S G STICK) WRAPPED FROM WATER PROOFING let C ANTILE V]ER DR1]P 3/4 (ENT MODIFIEDSO BALCONY DECK TO LAYER (2 LAYER PEEL a NO GAP IN FIELD 1 O CHA NEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM !SHOWN FOR CLARIFICATION OF NOTE: VI YL ASI Cs AD a THICK, COAT CEMENT HAT CHANNEL BALCONY DECK TO SEPARATE ACCESSORIES ONLY) IP ZIP SHEATHTHICK, 3 COAT CEMENT ING SYSTEM IS E D E PLASTER VINYL CASING BEAD CANTILEVER METAL LATH CASING BEAD INSTALLED, PLEASE SEE " WOOD gHATHING DTL.f CAMANUFACTUi*ERS 5/8' PE "X" DRYWALL PLASTER INSTALLAtfGN PROCEDURES EN � WEATHER RESISTIVEIIJIBJ1 V W/TEXTURED a PAINTED BARRIER'S5/8" TYPE "X" DRYWALL METAL LATH SCAI/2'=1'-0° FINISH W/TEXTURED a PAINTED WEATHER RESISTIVE FINISH WOOD SHEATHING " THICK, 3 COAT CEMENT BARRIER "2 DRAINAGE PL 4NE CUJRB PLASTER 4" POSITIVE DRAIN" THICK, 3 GOAT CEMENT 4' POSITIVE DRAIN WEEP SCI�L PLASTER WEEP SCREED �t VINYL CORNER BEAD O G3AP IN FIELD I CI g R #1, STUCCO WRAPS VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF �ETAL LAT I: LATH TO 5E FE� F5C VINYL CASINCz BEAD (S CAP IN FIELD i (SHOWN FOR CLARIFICATION OF VINYL CASING BEADfi'tE ACCESSORIES ONLY UJRB 1_,4�1'ER #2 (FC)RTIF15ER -- — — — — SEPARATE ACCESSORIES ONLY) PAR SQ. �' �RD CUTE L f OR N 1"I�IN,4 BUILDING-,: P,4PER) BALCONY DRIP BALCONY DRIP 11A EDGE INSTALLATION 11C EDGE INSTALLATION C COLUMN LAT�4 DOES NOT 1IEET 5P Cjf=<;ATION5) 1�4ET,4L LAT�4 x- x x x (W/"L" FLASHING) SCALE: NTs NOTE: -Io CONSTRUCTION STUCCO - WOOD SHEATHING NOTE: IF ZIP 9HEATHINGx SYSTEM IS IF ZIP SHEAT ING 5Y5TE IS INSTALLED, PLEASE SEE INSTALLED, PLEASE IE . MANUFACTU RS XATI RESISTIY — 2X PRAMINC MEMBER WRB LAYER 01, MANUFACTURERS UJOOD 5�4EATI4ING E INSTALLATION PROCEDURES INSTALLATIO PROCE RES BARRIER "1 STUCCO WRAP z,I ; 3/4 RESILIEN WEATHER RESISTIVE HAT CHANNEL BARRIER"2 S1=LI==,4DI-�SIV�ASi=INC _ — — — 8 SICK, 3 COAT CEMENT I WOOD S+EAtNINCs VINY ASING EAD PLASTER WRB LAYER "2, FORTIPIBER _ " tHlc+L 3 SAT CEMENT BUILDING PAPER PER h PLAstR I/2" CORNER BEAD WRB LASER #1, Iz- S HEATHING METAL LATH STUCCO WR P /8" PE , DRYWALL METAL LATH PA TENED TO S A liE URED a PAINTED �' :, 7 " O.G. MAX- + " ,I �� ' WOOD SHEATHING � ' OR IR' TIC PER MANUF. 91'EGBJ : M— .X�X�X ;X�X-+-X+— x WRB LAYER *2, FORTIP15ER TA _ F u / THICK, 3 COAT CEMENT X " THICK, 3 COAT CEMENT (2) 2x12 HEADER �' PLASTER PLASTER I ; BU(LDINCz PAPER WRB LAYER #1, "SELF-ADHERINCz METAL LATH 4" PO6ITIVE DRAIN " 5TUCCO WRAP FLASHING � VINYL COR`lER BEAD WE�E�+GREED �' 1 " X WOOD Sa-4EATI-IINCs\`� (EXPLODED THICK, 3 GOAT CEMENT VINCASING BEAD NO GAP IN FIELD VIEW FOR PLASTER YL (SHOWN FOR CLARIFICATION OF 1 ? ' CLARITY) I I xi� SEPARATE ACCESSORIES ONLY) METAL LATH DRIP CAP DRIP EDGE \ WRB LAVER *2, FORTIPIBER INSTALLATION BUILDING: PAPER WINDOW FLANGE -- WRB� L YER #1, NOTE: C O N E R B Ej AD � F R AM Bi STUCC WRAP IF TIP SHEA -HINCs S S EM IS WOOD CONSTRUGITON � � /� � / INSTALLED, PLEAS SEE n I MANUFACTU RS co/,R /? " V ' S WEATHER RESISTIVE INSTALLATION PROCEDURE CORNER BEAD WRB LAYER °12, FORTIFIBER BARRIER M BUILDING PAPER X ; It WEATHER RESISTIVE CI=ASTENER E SPACING: -" O,G_) i ' 1 BARRIER'"2 \ METAL LATH VINYL CASING BEAD 4' THICK, 3 COAT CEMENT a �' THICK, 3 COAT CEMENT PLASTER PLASTER 5/8' TYPE "X' DRYWALL METAL LATH W/TEXTURED a PAINTED P�� 6"SELF-ADI-ERINCx J � FINISH �� Y1 "N s cs.r GMU FLASIIIIII I�/gIP ; ' THICK, 3 GOAT CEMENT \ i i PLASTER %11 THICK, 3 GOAT GEMENT VINYL CORNER BEAD .'i II VINYL G 4" PLASTER APPLIED POSITIVE DRAIN WEEP SCREED WINDOW DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF �t �j SEPARATE ACCE550RIE5 ONLY) t L� �¶ B CORNER B JL,I AD @) BLOCK 1 5 B CASING BEAD G� WINDOW @DRIP EDGE INSTALLATION (]FRAME, NO BAND A R C H IT E C T S 1 N. RONALD REAGAN BLVD. LONGWWOO'D, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngrow p.com AA #: 0003325 h 94 W c� W A ti A SVSDEP. de LO'h CREEKSIDE EXPRESS LOT #8"7 &P JmT# 04321.000 MODRU 4EHB "2605-HAYDEN" a eirn4u: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C w' •'!� MPY DAAllfa 12/07/16 DCALM 1/4"=1'-0" SST WA3 FILE COPY A R C H IT E C T S -----------------------------------------------------------------------------_-------------- NOTE: IF ZIP SHEATHING SYSTEM 15 "TRIG OAT GEMENt ------ $" THICK, 3 COAT CEMENT \\ WOOD SHEATHING ING INSTALLED, PLEASE SEE G N� =E c PLA R / PLASTER \\\ MANUFACTURERS TO T� L t �' SEALANT INSTALLATION PROCEDURES IX TRIM MEMBER / / METAL LA ` STUCCO TO WRB LAYER "I, _ LAYER 42, FORTIFIBER I / SIDING TRANSITION �II STUCCO WRAP Xi /UILDINCs PAP=R ' WOOD S�EATI-IINC� I i SIDING WOOD 51-IEATI-IING WRB LAYER l FORtIFIPER BUILDING PAPER Xi _ I: i # i ° ° WRB LAYER I, ,"n ^'�'°'R' WINDOW FRAMEL' TIFIBER ---- ... . BUILDING PAPER r` STUCCO WRAP WRB LAYER *2, FOR METAL LATI� I ' y'—WRB L E "I, WRB LAYER 01, �4``> - �� t- 7 Ci>= Art �iIAI YI r' A4ll�lr» " T GC� � l uw "'�•`•`• " �•,' (W /3/8 FLEXIBLE PVC BACKER ROD) i BUILDING PAPERPLASTER w1�C'�'T Mrv>< I Irl>='� l -rHic 3 COACASING BEAD '.....,.......... \ 1 (0 "SELF -ADHERING - _ ' ``�v� METAL LATH I FLASHING f � l� � ) � ka" SELF-ADI-4EREINCx ; � � I �'�~ S" THICK, 3 GOAT GEMENt FLASHING OR PEEL 4 STICK WRB LAYER1, STUCCO WRAP, VINl AL ANGLED ' \ =VIEW FOORRED PLA5TER SIDING TO STUCCO WRAPPED AROUND FRAMING CASING BEAD I CLARITY) � I CASING BEAD MEMBER \ 6" SELF ADHESIVE FLASHING to (CROSS SECTION) I DRIP GAP _ WOOD SHEATHING j _ I � WINDOW FLANGE WRB LAYER "I, j ,.� �, 2X FRAMING I STUCCO WRAI':9 K MEMBER DETAIL BELOW EXPLODED WOOD CONSTRUCTION VINYAL ANGLED / _ BEYOND / FO R C LARITY BEAy� °' WOOD SHEATHING CASING — " WEATHER RESISTIVE ` -� BARRIER" ----------------------------------------------- WRB LAYER 1, FORTIFIBER ` -__—------------------------------------------- - BUILDING DAPPER WEARIER RESISTIVE ' :' BARRIER n ' ------------------------------------------------------ I 7 Y4' LAP SIDING ! / / / I !, \ 6" SELF -ADHERING ------------------------------------------ - METAL LATH 4 = �J� W/6' REvEAL / FLaSIINCs / I " Y411 7YP TLHICK, 3 GOAT CEMENT e' SELF -ADHERING \\ " IHjC< 3 CCDAT GEMENt '; ; FLASHING ' BARRIER � WEATHER RESISTIVE ; PLASTER - \\ w � '� ' � � OARING BEAD ,' N \ =" wearHER RESISTIVE SEALANT TO WINDOUJ METAL LATH -I ` PLASTER — / ``\ STARTER STRIP— BARRIER 02 / `1 �� SEAL NOT O CAL s \ / / L�INCspNERINCs FLASHING — " . a j. � ; / ; I \ "1 7' FLA METAL W A1' R ", FORTIFIBER GAL TAIL Z' FLASHING I D Al sI DO NOT GAl1LK OR ; WINDOW FRAME DRIP GAP SIMULATED SEAL OPENINGS 1 ~' op IM MEMBER D SHEATHING WINDOW FLANGE F-- _ i I X: / BEAD ' l I Ya' X 6' SIMULATED II CASING BEAD Cam? WINDOW- WOOD TRIM MEMBER �E—N' �p7' �T �- a n ° s (FRAME dd / �� ` SEAL GAP W/GAULKINCs N.........i. i n l..T•I. .GT... T .. ti / OR APPROVED SEALANT I I 15 sr� caslNG WRB LATER *I, SIDING TO STUCCO stucco WRAP Cap BLOCK TO FRAME NOTE: \ IF ZIP SHEATHING SYSTEM IS 19 TRANSITION / �— 6° WIDE PEEL 4 STICK WOOD SI-�EATI-IINCx 7�— OVER FLANGE INSTALLED, PLEASE SEE , A MANUFACTURERS WINDOW FLANGE � INSTALLATION PROCEDURES / METAL LATH NOTE: I E-Z BEAD VINYL CA51NG METAL LATH. LATH -I TO BE PER 1=8G I (W/3/e' FLEXIBLE PVG BAGKER ROD) I 2X FRAMING � ' R703.6.1 / ASTT" I G-84-1-09, MIN. 2.5 L55. MEMBER / •APPLY FULL BED OF SEALANT BETWEEN ' WRB LAYER #I, PER So. YARD (UTILITY OR NOMINAL FLANGE 4 BUILDING WRAF` STUCCO WRAP UFO©p 5�IINCs LATH DOES NOT MEET 5PEGII=IGATION5) BUILDING` v WRAP WRB LAYER �2, FORTIFIBER "�� -� 1 iWOOD GONSTRUGTION -------------------------------------------------------------------------------- BUILD ING PAPER ` I I I I�Z� $k,, 5EYOND — r SHING DHERINCs � I W J 1= I I ff� FLASHINCx " THICK, 3 GOAT CEMENT ' i i I SIhGGO U1�-' ADERRESISTI� WEATHER RESISTIVE BARRIER n // HER M RO LAP ,�1 1�EAT WINDOW CASING PLA5TER Ba IERRRESISTIVE //''/ �\ 6'r'Z' aLASHINCsroP 1 /u, i �, X -T 4' LAP SIDING / X16A k / x % � IIIIII /� pp #2 � O � I � I � � R W/6 REVEAL I � I • _: i W�� I� i � �SISTIVE BARRIER \ 5U f LD INCz Py4F � FLASHING DIERINCs z \ - FATHER RESISTIVE VINYL ANGLED � I � � - � / BARRIER"2 GA51NG BEAD. �TAL LATSTARTER / s �v �� / i I \ / 7" FLASHING METAL VINYL CASINGS BEAD I DO NOT CAULK OR I ` -- -� SPAL OF'ENINCs 1 12 SEAL O CAUNGz OR II CK 3 COAT C�1'''I�N� � / , �I, f ��j �j (EXPLODED 8p ' CzALY'D METAL WEATHER1�515TIYE LJL_.l C JLJ N D VIEW FOR � �' � i' FLASHINCs BARRIER"MIN,A 01 VE LAP ... 6" MIN. ABOVE TOP CLARITY) IYa' X &' SIMULATED OF 'z' FLASHING pRAINAGE PLANE (WRB WOOp TRIM MEM R X INY I Y<' X 6' SIMULATED (l FLEXBLE N / r WOOD TRIM MEMBER LAYER #I, STUCCO WRAP) �• I SACKER ROD) i " \ / ' 'SELF -ADHERING F6' SELFy--ADHERING �\ I % y FLASHING, WRB LATER *2 (FORTIFI5ER — — — — lfs' THICK 3 GOAT \\\ SEAL GAP W/C-AULKING BIJILDING PAPER) CEMENT PLASTER OR APPROVED SEALANT WEATHER RESISTIVE METAL LATH WEATHER RESISTIVE BARRIER h X—X--X—X A �-1 BARRIER " CASING / ` %a� /� I� WEATHER RESISTIVE K-7 BEAD VINYL CASINGS BEAD 0D A E BARRIER 02 BACKER FLEXIBLE PVC STUCCO BacKER ROD) BAND ( FRAME SIDING TO STUCCO BARIERRESIsrIVE BARRIER WOOD SHEATHITFr*1 — 17A® FRAME TO FRAME OR vz' zIP s{-IEATI-41NCx SYSTEM SCALE: 1 1/2"=1'-� 19 TRANSITION (INSTALLED PERMANUF.SIll SELF-ADHESIVE FLA5HING 41 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N h w U w 0 F w q A CREEKSIDE EXPRESS LOT #8 7 P 0"000 moan 4EHB "2605—HAYDEN" CAR,Al OWING: LEFT PAIL WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 1 `DATSh 12/07/16 SCALM 1/4"=1'-0" DKENT 4'V a4 copy A R C H I T E C T S CUT HC AT 45' MODIFIED 11, CUT IN HOUSEWRAP LINE OF t OPENING APPROVED HOUSEWRAP Ov/ER SHEATHING OVER WD STUD WALL STEP I INSt4LL 6' SELF-ADHp FLAi'H�T C NAI4X FL' JAM EXTE\:� 'r_ V BF-CUi 5 FLEPKl5-= I DO NOT SE FIN 7' TEMPORARILY FOLD -UP *SEC HOUSEWRAP (OI TUCK FLAP UND at HEAD I \ FOLD HOUSEWI \V IN AT JAMBS 4 I, SLOPE SILL R NSTALL 6' SELF-ADI-E 'LASHING C VINYL HEAI ;LASHING TAMS) NAIL =LANCE =XTEND SELF—ADHE =LASHING I 5EYOND Jo =LASHING NSTALL vU :AP ALIGN FLASHING W/ INT. EDGE OF SILL RA. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT — FLEXWRAP AS THE FLASHING AT THE SILL STEP 3 FOLD DOWN DIAGC ACRO. WINDO APPLY 34' NOM.— CONTIu=6 BEAD OF SEALANT AT JAMBS AND HEAD a APPLY TO SACK OF WINDOW NAILING FLANGE IN LINE W/ Pam -PUNCHED HOLES OR SLOTS. IDE ADI eSIvE XIBLE FLASHINi ✓ER DRIP CAP °CTO-WRAP =-QUI V) WINDOW FLASHING G INSTALLATION DETAILS FULL WRAP 5CALE: NT5 STEP 4 NOTE: IF V= 5�4AT�4IN 5�ST IS INSTALLED/ F0 5 INSTALL WINDOW PLUMB, LEVEL AND SQUARE PE MANUFACTURERS WRITTEN INSTRUCTIONS Y 4NE NG TINT NOTE: I. IT IS THE CONTACTORS RESPO.LSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF_ADI-ERING FLASHING MATERIALS USED DURING CONSTRUCTION. I2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING- SEALANTS MAY REACT ADVERSELY IF NOT 1 (COMPATIBLE. NOTE: C.EAN AND SEAL JAMB TO SILL JOINTS WITI-{ DDW 1159 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORD 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: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ld F W h W W 4 0 F 4 U cl W A F A FF L as LOTSIDE ESS #87 .000 B AYDEN" ®wnxa. T WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT STATE OF FLORIDA I n � 12/07/16 BCAZM 1/4"=ljo$l l A/1'r copy 2xro 5U5-5ANt) W/I "x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK DRIP EDGE -1/5" TEXTURED FINISH 6 WOOD 5/," TEXTURED FINISH 6 GMU METAL FA I\ I\ I\ I\ I \ 2X& SUB I I \ I \ METAL FASCIA \ WRAP Yell FROM \\ STUCCO, I" FROM \ WOOD WALL \ EXTEi�ZIOR WALL \ CFRAME OR GMU) \\ NOTE: NOTCH FOR 2X(o SUB BAND ONLY ti \ \ ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) \ DRIP EDGE, I" OFF WALL (NOT INTO STUCCO) 3-GOA7 PLASTER 2xio SUB -BAND W/1 "x4" NOTCH a END, WRAPPED IN PEEL s 5TICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8" TEXTURED FINISH 0 WOOD METAL LATH WOOD SHEATHINGS WRB LAYER 01, STUCCO WRAF' WRB LAYER 02, FOR' BUILDINGS PAPER ROOFING CEMENT DRIP EDCSE METAL KICK OUT NOTE: IF ZIP 5HEATHINC PLEASE 5EE MAr PROGEDURE5 PRE-ENG'D TRU55 TO 5E CUT s WALL LINE TO AVOID CONTACT W/TEXTURED FIN15H 2 "x4"x4' -m" SCABBED TO TRU55 W/126 NAILS (o"-5" O.G. MAX. 2x SUB -BAND W/>y11x4" NOTCH 10 END METAL FASCIA WRAF DRIP EDGE EXTERIOR WALL (FRAME OR GMU) 1-1 SUB BAND DETA 000 Ca) WALL SUB BAND DETAIL @ WALL W./KICK—OUT- .I . FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.4" ABOVE BOTTOM OF DRIP EDGE 2x 5U5-5AND W/V"x4" NOTCH e END, WRAPPED IN PEEL 4 5TICK *ROOF CEI`1ENT -m ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF 5ET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Z4" A50VE BOTTOM OF DRIP EDGE 2x SUB -BAND W/'V2"x4" NOTCH END, WRAPPED IN PEEL 4 5TICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w h w 0 a cl cl a a Cti 119178coty. ae trOT: CREEKSIDE EXPRESS LOT #87 04321.000 acoaIFlu 4EHB "2605-HAYDEN" GARAGE ®1RlM: LEFT PAG M WALL ASSEMBLY DETAILS; SUB —BAND 160 MPH EXP. C ARCMTECT STATE OF FLONDA 1 DATM 12/07/16 9CAL R 1/4"=1'_0" 611 u I r(ALTERNATE —II 1 ni-Arinrl ) HAYDEN EQUIPMENT SCHEDULE 4TON MFG CARRIER C.U. 25HBC548A A.H.U. FV4CNB006 HEAT 5 KW SEER 15.5 SEER TOTAL CAP 47000 ELECTRIC 208/230/1PH BRKR C.U. 40 A.H.0 35 REF LINES 7/8" & 3/8" SUHDIV. 8e LOT: PROJECT# MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR HVAC LAYOUT PLAN r,4 DAB 09/07/16 SCALE: 1/4"=1'-0" e'E� COPY HAYDEN EQUIPMENT SCHEDULE 4TON MFG CARRIER C.U. 25HBC548A A.H.U. FV4CNB006 HEAT 5 KW SEER 15.5 SEER TOTALCAP 47000 ELECTRIC 208/230/1PH BRKR C.U. 40 A.H.0 35 REF LINES 7/8" & 3/8" BDRM. #5 UPSTAIRS LIVING I I I I I BXTII W_ OWNER'S SUITE I a� X4 I f 111M8r ' 7S 0-O'M 0 BAH #3 ps c Ffti 1d)4 BDRM. #3 I= SECOND FLOOR HVAC LAYOUT PLAN -Tr r-I- 7-1 -1-1 T I T TI'I ------ � way F— W.I.0 la I I 0. �,crM �gx4 I (oXt: a I I BATH I I O i I I I I o 0 0 ( I OPT. OWNER'S BATH OPT. BEDROOM 46 OPT. BEDROOM #5 W/ BATH SUBDIV. & LOT: PROJECT# MODEL: 4EHB "2605—HAYDEN" GARAGE SVnNG: LEFT PAGE: SECOND FLOOR HVAC LAYOUT PLAN PRINT DATE. 09 07 16 SCALE: 1 /4"=1' - 0" 83IIETU COPY