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Home My WebLink AboutApproved PlansI ■ 99 1 ❑ ❑ ❑ 1 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS • CERTIFIED BUILDING CONTRACTOR' • FLORIDA BUILDING CODE, RESIDENTIAL, Ate'• ABOVE LAV. LAVATORY 5TH EDITION (2014) A/C AIR CONDITIONING LUM. LUMINOUS • ALL LOCAL AND STATE CODES ADJ. ALT. ADIUSTABLE ALTERNATE M.C. MFR. MEDICINE CABINET MANUFACTURER D.R. HORTON HOMES � *OCCUPANCY —RESIDENTIAL, GROUP R3 93OARDR4c:EMINIMUMOUD 1430 CULVER DRIVE NE •CONSTRUCTION TYPE — VB CL CAB. CENTER LINE CABINET MTL. N.T.S. METAL NOT TO SCALE PALM BAY FL 32907 •MIN• INTERIOR FINISH — CLASS B CLG. CEDING O.C. ON CENTER • BASIC WIND SPEED — Vult=160 MPH CO CLEM B. TEL: (321) 733-7092 Vasd=124 MPH NC. O CONCRETE PUSH BBUUTTOONN CPT. CARPET PH. PHONE FAX: (3 21) 7 3 3 — 7 9 7 2 • EXPOSURE - C C.T. CERAMIC TILE ?LT. PLATE • 1—STORY RESIDENCE D. DRYER PLYWD. PLYWOOD • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL �i~ D.G. Dom DUAL GAD PR. P.T.T . PAIR PRESSURE TREATED AND STATE CODES DIA. DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS • STATE OF FLORIDA DISP. DP. DISPOSAL DEEP R.A.G. REF. RETURN AIR GRILL REFRIGERATOR PROFESSIONAL ARCHITECT: Ds. DDOWNNSPOUT RM.ROUGGH R.O. ROPENING JAMES J. CANTWELL DTL. D.W. DETAIL Dr1IWASHER S.D. S.H. SMOKE DETECTOR SINGLE HUNG AR N0. 12079 a A EACH sm. SHTHG. SHEET SHEATHING SQ.FT. CALC.'S EQ. EQUAL SM. SHOWER W. EXHAUST ML SDImR A.B. DESIGN GROUP, INC. ENT. ExTERIOR SL. SLIDING 1441 NORTH RONALD REAGAN BLVD. F.G./FX . F.G. FIXED CLASS FUEL GAS SL. GL. STD. SLIDING GLASS STANDARD LONGWOOD, FLORIDA 32750 IST FLR LIVING: 933 ea. �, SRs � "� Tel: (407) 774-6078 2ND FL12 LMNG 1331 SQ. FT. FLUOR. DR. FLUORESCENT FRENCH DOOR SC TEMP. CORE SooFR. 'TEMPERED GLASS Fax: (407) 774-4078 TOTAL LMWs 2264 SQ. PT. FTG. GA. FOOTING GAUGE THS• T.O.C. THICK TOP OF CURB GAS 436 50FT GAR. GARAGE T.O.P. TOP OF PLATE LANAI W 5QT. GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB ` PORCH 52 5Q. i=T. G.F.I. GROUND -FAULT CIRCUIT TYR TYPICAL. PLAN REVIEW INTERRUPT U.N.O. UNLESS NOTED OTHERWISE TOTAL 2832 5Q. FT. GL. GLASS GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF DATE CHECKED BY: H.B. HOSE RIB W. WAR H.C. HOLLOW CORE W/ WITH 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 SHEET # DESCRIPTION PG Cl—COVER PAGEPG N GENERALI ( A I I � � PG 1 OUNDATIONOTES PLAN ` :y '�-`"" ' PG IA —DOWEL PLAN FIRST FLOOR PG 1B—LINTEL SCHEDULE FIRST FLOOR PG 2 —FIRST FLOOR PLAN THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS PG 3 —SECOND FLOOR PLAN REQUIRED {iY FIELD INSPECTORS THAT PG 4D—FRONT & REAR ELEVATIONS MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. PG 5D—RIGHT & LEFT ELEVATIONS PG 4D.1—WALL ASSEMBLY PG PG 5D.1—WALL 6C—FLOOR ASSEMBLY FRAMING PLAN ALL MANUFACTURES LABLES SHOWING PG 7C—ROOF FRAMING PLAN UFACTORS AND SHGCCOMPUANCE WITH FDIC ENERGY CODE MUST PG 8— FIRST FLOOR ELECTRICAL PLAN REMAIN ON ALL DOORS AND WINDOWS PG 9— SECOND FLOOR ELECTRICAL PLAN UNTIL INSPECTIONS ARE APPROVED PG Dl—FOUNDATION DETAILS/SECTIONS PG D2-1—STORY WALL SECTIONS & DETAILS PG D3-2—STORY WALL SECTIONS FASTENERS09ATTACHME PG D3.1-2—STORY WALL SECTIONS CONCEALED ARE THE RESPON$151LITY OF THE PG D4—MISC. DETAILS CONTRACTOR OF RECORD PG D5—PRODUCT APPROVAL AFIDAVIT PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS IID3-ua ST. LUCIE COIPiTY BUILDING DIMS ON REVIEWED FOR C E REVIENN' IIV DATE PLANS . P NII DIUS BE KEPT ON JOB OR NO INSPECTION WILL BE JIADE. A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h W U O Q Chi A F Q is evBD=w: a LoT: CREEKSIDE EXPRESS LOT #100 04321.000 moDamd: 4EFB "FLORA" GAPIA&GS 811MGe RIGHT PAGE: COVER PAGE 160 MPH EXP. C MELBOURNE ARCHITECT. STATE OF FLORIDA IAY 0 ip 11/23/16 8C .1/4"=1'—O" C I P i! r�a b 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 11. ATTICS W/ STORAGE III. ATTICS W/OUT STORAGE IV. POOLROOMS V. BALCON I ES AN D D ECKS VI. STAIRS VI 1. ALL OTHER ROOMS B. FLOOR DEAD LOADS R301.4 15 (PSF) 30 20 10 75 40 40 40 C. ROOF LIVE LOADS R301.6 ** I. `*MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED II. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 ±0.18 11 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PART,6 OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SDURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. vIll 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 PROV151PN OF FBCR R311.3.1. - 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PERFBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2, PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A R004USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1® MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN''/ -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. 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, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12 SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/4' 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 '/" 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS, SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. E. APA- THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO, Fb=1,100PSI Fv=175PSI E = 1,400;000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED T0; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5, MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS, 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTERAT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED'/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ, MASONRY 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH a STRUCTURAL LUMBER SYP #2. 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH 14, TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL PROVISIONS OF TMS 402 / ACI 530 /ASCE 5. POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED 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 F'm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270a2, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 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 Y< INCH AND NOT MORE THAN'/n INCH REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.12 OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 15. TRUSS MANUFACTURERWILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SMALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 1_1240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT, 18, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. REINFORCING STEEL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F19W FITTINGS. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 3, CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH Y" AMAFLEX. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6, NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION'P2903 OF THE FBCR 5TH EDITION (2014), 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - WI A X WI A AND SUPPLIED IN FLAT SHEETS OR ROLL$ CONFORMING TO ASTM A185. LAP 9, THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SIDES AND ENDS A MINIMUM OF 12": LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 10. DRILLING & NOTCHING OF WOOD PRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EDITION (2014). EXTERIOR WALLCOVERINGS 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301 2(3), MANUFACTURED SOFFITS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 1, WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 2. WHERE APPLIED OVER MASONRY OR CONCRETE. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la & A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3' ASTM-C1063-12a. B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 3. LATH & ACCESORIES PER ASTM-C-1 063-11 A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT z LIMITED TO: C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS I. #11 AND SMALLER 3/," D. BEAMS, COLUMNS.' 'L" FLASHING' HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT"PENETRATION DETAILS I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS APPROVAL OF THE ARCHITECT. WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS TIMBER 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.6.1 OF THE FBCR; 5TH EDITION (2014) 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: 2-STORY GYPSUM BOARD A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) UNDER STAIR PROTECTION: B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. ENCLOSED ACCESSIBLE SPACEUNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 172" 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 II IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdigMgngroup.com AA #: 0003325 rm h [2 1Qq 0 A h x SLTHatV0 !le LOT. CREEKSIDE EXPRESS LOT #100 FrAvoilmTo 04321.000 l zxma 4EFB "FLORA" awrAOM era: RIGHT P/LRii 1: GENERAL NOTES 160 MPH EXP. C MELBOURNE A Ki HITECT: STATE OF FLORIDA 1 r 11/23/16 1 /4"= V- 0 u Ffi A R C H I T E C T S w I J 101-211 ■ 39'-3l I0'-0" 24"X24"XI2" CONC.- 1PAD W/3-5 BARS E.W. ON CHAIRS MIN. 3" COVER (2 TYP.) 4 &,-2„ DI 4" CONC.- a 1 /2" ■ ■ ■J EXTEND - SLA5 1 1/2" 13'-F" 3'-61, � 1coND -10 0'-0' El4" PVCITI, CHASE L N. CONC. SLAB 1 Lu r r�■ I" PVC CHASE Y � �A �i FOR ELEC, TO� I4J�v Iz �l ISL,&Nm -. 4" CONC.' REINF. W/ 6"x6" ■ = WI.4XWI.4 WwM ON ro-MIL POLY- Etl-4YLENE VAPOR REtA ON WELL -COMPACTED CL N FILL TER" TERMITE TREATMENT ALL � BE 50RA-CARE- -,,,.y ■ ae 26 -6 DI OIL 0'-0' ELEV. - FIN. CONC. SLA5 r ■ 2x6 w LL _ 2 pEp pl SINK- 19'-O" � EXTEND J I— — — — — SLA5 11 1/2°= - STUB UP °' 0, � 1 O 2ND FL 13 ' / r ----rtU— II N I i3 _a 3'-4' CONC. °XI2' 13 ql p~ CONC. PAD Q DI 4 — O 41 W/3-S 5AR5 DI yyi,� u_ CONG. E W. ON CHAIRS (V SLA5 0 I MIN. 3" COVER DI 24"X24'XI2' CONC. PAD W/3-5 BARS • r E.W. ON CHAIRS MIN. 3" COVER l2 TYP.) Ll EXTEND W SLAB 1 1/2" ' iol-2° f CHASE 2'-5" , 4' 4� H. o 5OLLARD AS REQ. PER SLDG� CODE 9' - 01 �' - 2 " all 18'-4" 21'-4' 39'-8" FOUNDATION FLAN NOTE: -VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -FLOOR ELEVATIONS At REQUIRED EGFEESS DOOR SHALL MEET PROVISION Or- SECTION R3113.1 OF THE FSCR 5TH EDITION (2014) 2'-0" ■ b 2" VTR 1 1/2 1/2" 1 1/2'---) 41 r 1 I 2 R I I IHL PLUMBING RISER DIAGRAM SECURE STRAP TO UNIT W/ (2) 05A 1/4 SHT MTL SCREWS SIMPSON W5 ROLL STRAP OR EQUAL SECURE SCRAP t0 CONC. W/ (2)-3/Ill GONG. TAP -CONS SLA5 A/C CONNECTION TO DAD DETAIL NOTE: MAIN CONE). DRAIN 3/4" DIA. OVER HEAD • 12" FROM STRUCTURE T 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w I w h F 4 U AW F A IBtymm3m LOT: CREEKSIDE EXPRESS LOT #100 �4321 000 MOD&,L.: 4EFB "FLORA" RIGHT PAQ& FOUNDATION PLAN 160 MPH EXP. C ELBOURNE ARCHITECT: STATE OF FLORIDA MAY 09 np" 11/23/16 26 -a" 21'-10" 15'-01, 9' 41, 5 8 Yrr I 6i — I c0 — i N I N 121-01 al.all ■ I W ■ ■ ■ -411 1c -0° DOWEL PLAN A R C II IT E C 01, G/ uesipn rouFrinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 9 W h W U W ti 4 03 W A F 1 suz=v. ae ZAT: CREEKSIDE EXPRESS LOT #100 PMJB=T# 04321. 000 KODZM.: 4EFB "FLORA" GA tAQZ OWING: RIGHT FAO0 DOWEL PLAN 160 MPH EXP. C MELBOURNE ARCHITECT - STATE OF FLORIDA @AY a 91417 11/`23/16 1A MA PWDR. 6-S" CLG. 3052-5H L— 2 I I I I NAI j I 8'-8" CLCx. I L— 2 I I (2) 3052-3{.} I 6068 Sts.D. I 3052-SH ------- L 3 I I II Q II I ROOM II KITCHEN S'-V CLG. I I e 8'-8" CLG. I _ I I I I I F I I I L__� FOYER a'-s' CLG. I I I I I I I I STOR. I I I I I I I I SLOPED I I I I I I I CLG_ GARAGE S'-8" CLG. PAN. 8'-s" CLG. 16'-0'X-t'-010. 4.7_). ---- ---------------- L-1 LINTEL SCHEDULE NOTE: THE LINTELS MAr BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LOWS AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED O �AST� RET�' LINTEL SCHEDULE LINTEL NO. LENGTH TMfi E COMMENTS L 1 17'-¢" 6F28-I5/IT L 2 4'-6' SFI6-0B/1T L 3 7'-6" 8P24-IB/IT L 4 i'-6" 8P16-I5/IT L 5 ¢'-6' sR=&-05/IT A5 DOOR A55i=M5LY A R C H I T E C T S erurou i7inc d N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 Pq W v w cn 4 a q F ®LJS�III. � LOT. CREEKSIDE EXPRESS LOT #100 PROJECT# 04321.000 ason>� 4EFB "FLORA" GiAitAGM s'AT!?G. RIGHT PAO& LINTEL SCHEDULE (CAST—CRETE) 160 MPH EXP. C MELBOURNE ARCHITECT STATE OF FLORIDA MAY092017 DA j 11/23/16 SCAMS: 1 /4"=1' — 0' AItCPI IT ECT; a a C -3" 10'-0" m m j 6"X6" III POST j (2 T1'P.) LANAI - 011 GOND. (2) 3052-SH I 60�08 &SD. I 305E-SH il = b4b I 1-4)all .011 71-211 ua PROVIDE z D5L STUD b24 I I o EA. END A J I GREAT OF KNEEWALL j j KITCHEN OM I I 8'-8" cLG. 1 a'-e" CLG. ° I sb36 1 °? _ I boa D5L r OPT - STUD REF _0 3 -a 6'-0" -2" 4'-10" — — 42" H. HALF S 5L D U > W/ LBW CAP PAN. 0 0 D5L I I I I I I I I STOR. S'-a' CLG. It `n � 4. SLOPED STUD "� 2X6 ALL LBW C. I I I I I I 1 1 EMT. 3-SIN co _ WC. 3-5H 6'-O" 2' �" LBW 0 MIN ® D5L STAIR DATA O H5 — 0 STUD I6 R15ERS 6 7,54" PED. z U 15 TREAD5 w 10' SINK �, FOYER o +1" NOSING 8 PWDR. I Im $'-a° cLG CLCx. I I� $ II`I MT - X SOLLARp w , z\ 45 REQ. PER BLDG. 3052tS1-I I 3D6a W/ CODE 5'-011 Cl-aw 10 TRANS. �, 2'-a. ae I GARAGE PORCH s'-a" CLG. � I 8'-8" CLG. u <r COLUMNS TO T -8' A3-P. (Z T"I 9' all 63, 4'-5' 2'-O" 2'-5" 1&'-0" 21'-4" i1 i1 111 ilia 01�• NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PL3=NUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO 5E THERMA-TRU F15ERGLASS DOOR W/ TRANSOM (SINGLE ASSEM5LY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO 5E EQUIPPED W/ SELF -CLOSING DEVICE (R302.5.1) F5CR 5TH ED. (2014). TOP PLATE OAPZ IDETAIL EXTERIOR MASONRY WALL 5RG. HEIGHTS 511 6-8" 511 �i LOAD 5RG. WALL SQ.FT. CALC. S 1ST FLR LIVING "I SQ. FT. 2ND FLR LIVING 1331 SQ. FT. TOTAL LIVING 2264 SQ. FT. GARAGE 436 SQ. FT. LANAI s0 SQ. FT. PORCH 52 SQ. FT. TOTAL 2832 SQ. FT. COMPONENT AND CLADDING WIND LOADS BASIC WIND EWOSUFE FOR 3 SECOND OUSTS OPENNLIS AND TYPE SOLIN E FOOTAGE ZONE 180 MPH WIND Met) REhbM MIN. WINDOW 10 5 37/-49 CRITERIA EXTERIOR SWING la 5 36/-47 DR MIN. CRITERIA S.G.D. MIN. 41 5 34/-43 CRITERIA 16070 0.14D. 112 5 31.0/-34.6 BASIC WIND SPEED MPH = 160 (Volt) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. Cl EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 612.E TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 7/8/15 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 rq h U w 0 F 4 V w A F A I >JTJSDI'Y. � LOT: CREEKSIDE EXPRESS LOT #100 PROJENDW 04321.000 aMODS%& 4EFB "FLORA" 4ARAQJC 1.911Zi' G: RIGHT PAQ& FIRST FLOOR PLAN 160 MPH EXP. C MELBOURNE ARCHITECT: STATE OF FLORIDA v, ffirlm DA M` 11`/23/16 8CASIll 1/4"-1'-0" A R C H I T E C T S 42" H. 1/2 WALL W/ CAP NOTE: -2-8 LOUV. DOOR U)l AIR I4ANDLER ON METAL STAND OR 2-8 SOLID DOOR UJ/ RETURN PLENUM AND RETURN AIR GRILLE IIII Lu u �-4 zcv Lu ck�U <s. cut TT0%11 (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4" SUB FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER WK3)f8 3' SCREWS • EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING 3/4' KICK 11 111AX PLATE STAIR DATA: NO INCa�.I 16R 6 7b4' MIIN 15 TREADS a 10'+ 1" NOSING STORm -- 3 2 12 STP STRINGER -x REINFORCED W/2X4 5FF W/CONT. BEAD OF 2 X 4 RE-INFORCING SUB -FLOOR ADHESIVE j • EA. 2 X 12 STRINGER FL-400 OR SIMILARE SECURE W/12d &'-S' O.C. EA HORIZONTAL RUN — 2X4 ATTACHED W/ 10d MASONRY TSINOLAMWIN8' c � STAIR, SECTION OF EACH END, 32' O.C. MAX. scale, H4MPRALLA D TPE WAL-L�SI-441- W 2 1/4' HANDRAIL • 36' HANDRAIL • 36' W/ 2X4 RE -I FO NOTE: HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMTETER OF 1 3/4't 2' OR A NONCIRCULER CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' E5UT NOT MORE THAN h 1/4' AND A LAR3EST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/41. EDGES SHALL, HAVE A MINIMUM RADIUS OF 1/8'. HANDRAIL DETAIL L 5CALE:3/4'�I'-0' 3/4' T8G SUB FLOOR GLUED < 5CREWED PER FASTENER SCHEDULE PRE-ENG. [-JOIST 10'-0 3/4" 2ND FIN. FLR. 8'-8" BRCS. I-ICxT. NOTE: STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014). MIN TREAD=10, MAX. RISER=i 3/4' 3/16" MAX VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA, TO ESE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. 6' WIDE o NARROW END MIN. 11' WIDTH s 12' FROM NARROW END 34' MIN. HANIDRAIL HGT. 0'-0" FIN. FLR. 1 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti G W 0 F 0. U h W A F A F: ti evsarr. el: zoT: CREEKSIDE EXPRESS LOT #100 Paoix=Tfp 04321.000 NoDZ e 4EFB "FLORA" 4APtAQR OWnQ'G: RIGHT PAO& SECOND FLOOR PLAN 160 MPH EXP. C MELBOURNE ARCHITECT: STATE OF FLOFIDA MAY R A 2017 Dp 11/23/16 9C 1/4"=1'-0" IN A R C H I T E C T S 2 CM Q sv A-WUV]ER DETAIL LE: I/2" = 1'-0' 1/8' THICK, 3 COAT CEMENT PLASTER OVER GRADE '0' \ FELT PAPER RACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE '0" FELT PAPER 4'x4' GALv. 'L'-TYPE FLASHING SET IN ROOFING CEMENT FIEr=RGLASS SHINGLES OVER 015 FELT PAPER ON 1/16' 0.6.5. SHEATHING OR 1/2' CDX PLYWOOD SECURED PER NAILING SCHEDULE LSU-26 2x6 RAFTERS LI W/ (4) 106's TO LEDGER AND (2) 10d's TO 2x6 JOIST 2X6 LEDGER W/ 1/2'x8' THREADED ROD 24' O.C. MAX SET IN SIMPSON HIGH 5TRENGTH EXPDXY 6" MIN EMBED. 1/2-THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY '� 6t 2x6 LEDGER SECURED W/ 114' x 4" LAG BOLT W/ 2' DIA. WASHER 9 24' O.C. MAX aR00]E' � ,G.D[ 5CALE: 1/2' = 1'-0" SPINC4I-E ROOF 18'-0 3/4' 21',D FLR 5Fl HGT. FYPON I6'X48" DECORATIVE �\ SHUTTER OR EQUIVALENT 10'-0 3/4" 2ND FIN. FLR, a, -a, 5RCx. HC T. 4" RAISED BAND (TYPJ 0'-0' FIN. FLR — _I -I I -I _I I�I111 1 �I FROND' ELEVATION TEXTUF=D FINI514 OFF RIVENT OFF RI� T 18'-0 3/4" 2ND FLR 5R3. HGT. 10'-0 3/4' 2ND FIN. FLR- - - 8'-8" 5R3. 1-*T. co r 0'-C" FIN. FLR. }, _ I J - `Q REAR ELEVATION TEXTURED FINISI-+ +/-25'-3 1/4" 5R3. HGT. FYPON LV12X24 OR EQUIVALENT IR'—n A/All ')vm =I ;p FYFON I5'x&2" DECORATIVE SHUTTER OR EQUIVALENT 10'-0 3/4' 2ND FIN. FLR. '-8" 5R3. HG-T. OPT. COACH L IGHT 0'-C" FIN. FLR 18'-0 3/4' I-ICsT. _0 11 '-0 3/4" 2ND FIN. FLR 6'-B" 5R3. HGT. 0'-0' FIN. FLR AREA OF ATTIC = 1479 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1479 /300 = 4.93 VENTILATION AREA X SQ, INCHES PER FT. (144) = 709.92 SQ. IN, MIN. REQUIRED VENTILATION - .5X 70992 IN UPPER PORTION OF ATTIC - 354.96 SQ. IN. OFF RIDGE VENTI LATION AREA - 115 SQ. IN. PER VENT 354.96 /115 TOTAL# OF VENTS REQUIRED = 3.08661 TOTAL# OF VENTS PROVI DED - 4 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774AO78 www.abdesigngroup.com AA #: 0003325 F W &i W 0 F U h W C F q F� at.T� A LOIT. CREEKSIDE EXPRESS LOT #100 Pii amT,p 04321.000 a�oaa� 4EFB "FLORA" RIGHT PAGM FRONT & REAR ELEVATIONS 160 MPH EXP. C MELBOURNE iITECT: STATE OF FLORIDA MAY 0A 2017 jW 1/23/16 04, A R C N I T E C T S RIGHT ELEVATION TEXTURED F=INISH LEFT ELEVATION ATION TEXTURED F IN15H a Design r0u Fnc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h W 0 F 4 V W A E ti BVHDm & LOT: CREEKSIDE EXPRESS LOT #100 PROJECT# 04321.000 NOD= 4EFB "FLORA" GARAGE 81/ZNa: RIGHT PAO& RIGHT & LEFT ELEVATIONS 160 MPH EXP. C MELBOURNE ARCHITECT STATE OF FLORIDA MRY 9 2017 3 ANTWELL DA U,/23/16 8C ' 1/4"-1'-O" J 1� ,.y wp TY 14s wA3 TYP. C TYP 1YA° TYP. FRONT ELEVATION ®-6" BUTTEIvLY METAL LATH o WINDOUJ CORNERS REAR ELEVATION w-6" BUTTERFLY METAL LATH a WINDOW CORNERS SHEATHING TO LAP FfR,4r E TO CxABLE CONNECTION 12" t-11N NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. ARC H I T E C T S � si�n M inc. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W c 0 A F E; 2 SVBai�i . Ae LOT: CREEKSIDE EXPRESS LOT #100 PMJB=T# 04321.000 monrama 4EFB "FLORA" GARAOR SWING: RIGHT PAO& WALL ASSEMBLY 160 MPH EXP. C ELSOURNE ARCHITECT: STATE OF FLORkDA DAT>/ 11/23/16 SCAr1M 1/4"=1'-0" 1 x■.J RIGHT ELEVATION LEFT ELEVATION NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. A R C H I T E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrowp.com AA #: 0003325 F W V W may.. �o a q x ®VSD11/. Ae LOT: CREEKSIDE EXPRESS LOT #100 IFrnon CT# 04321.000 MODEma 4EFB "FLORA" GARAGN ate: RIGHT PAO WALL ASSEMBLY 160 MPH EXP. C MELBOURNE ARC HMECT STATE OF FLOR DA MAY 0/if 2917 DA - 11/23/16 SC �:1/4"=1'-0" a CONNECTOR SCHEDULE O%XqtlODLPATE, 01-OD-rr SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER PIETA-I6 mw HrA 0.0 of (M W7d x I IA' 1-PLY, /60 Ibd 2-1-LY, (UBF. (IV) bd x I in, - NO Nd OPTICN) (2) T'ETA-16 mm (2) NTA 16.0 um (b) bd x I W I-PLr, (UwP (b) bd x I VP) Farb (14) IW 2-M-Y em% NO rd C7Ptov VETA-* Do urA li ww n/ bd X 1 1A' I -Mr, (6) Kd T-PLr Of% (10)10d x 1 IR', No IW OPNON FETA-M .O WA 20 wo nl bd x 1 14' I -PLY, (a) 16d ]-MY UOM M 10d x 1 117', NO l d OP(ION } Ir Z M HErAaO gem (]) HTA-00 x" 00 x I VP I -PLY USP. lb) IWd x 1 VP 26M (12) (12) bd 2-1-LY (UbR NO rd OPrIOW Q LW-2 21" LWW4 sm (1) - IW x T V4' TITEK 2 (YDI! BLK [0) I/4• UG. UP= /IW I@M (/) PWAL-26 2490 O4rA40 2430 (IN - bd x I V), I PLY Mat 3"o MU6T 4m (U "- ATR IN W04 GTRENGN EPDXY (MN. IV E115ED), e22) bd TO WOOD (Uw% f=) IOd TO WOOD) Har-2 a b7m FW6T-2 w m (2) 3/4' ATR N HIOH 6TI@49h4 EPDXr (MN u' E11BEp4 (16) bd m wo= (WR ww (&) M2) HSI-3 . bb30 WGT.B SS00 !7) 3M' ATR N HIOH &tIM3VC4TKl EFoxT' MM O' 171BEDJ, (M.)10d TD UOW rWR WOOD [0) bdl L673-SD62o am LWT-3 380D ru) mb I/a'x6' ro OIImE1q [413/0' x 0' rREN HD TO 2oR1. (WM1 CO'14 (4 3AY X b' rFLOE BOLT, IUODD rut YR70) LTA2 WI0 PARALLPJ- TO WALL wo PER-d1c ul-Aft TO 1ALL LPrA rb (10) bd x 1-0' [Uw, (b) bd x I la' VGT 4810 NO WP GONVWWCN FOR SI FPS v T (U bAV ATR M W04 6tREN4TH EPDXY (MK a WIMP), (M)-Mb V47O' TO WOOD [TJ Wr TrD NO WP GONvf1®tR/ MR WFO CN (2) vrT1 (2) IM AM N H104 6TIRi9R14 EPW(r (MM u' elOW ), (37)-SO6 1440' / 2 PLY Mr6-12 lvm M1W u IBD fW bd x 1 IA• [UON (14) IEW x I In-, (IN 10d) WM-16 100 HTW L a" (b) IOd x 1 I/12' [UBM (16) IOd x 1 W', W oft) 417S-20 mm HT) W D30 04) IOd x I W' (WM (W bd x I VW(AP) bd) F[TS-T4 ww 41V 24 r30 (W IW x I V7' (MM (24) btl x I W. (20) bd) LSTA-12 « WIS LDTA 12 90 (b) bd WM (■) bd LWA-r « m LMA b m (14) bd USP, (VH QI 14011A.18 « as MWA-16 DIO (14) Lid WM (14J pl tn MSTA-24 w b10 MRA44 b40 (bl bd WM ew ■d R, MWA-30 w 20M MWA-30 20b (22) ■a WR (22) bd QQ„ MWIA46 w 21WO WA-36 20" (26) WW USP, (26) bd NMMI-36 D800 KOrl 2M "m (36) bd x 1 Y!' WM (30) M x 1 U2' MQrI-40 D06D K181 248 DXO (40) bd x 1 V/' USP: (40) bd x 1 V)' Hi so LFTA 6 ow (W Dd To RATED, W Od TO STWO (611111% (16) ed x I V7', (K) Od) SP4 MD SPr 4 so (6) I d x 1 W TO STUDS UDR (W 10d x I IO' ro MUDS A34 3815 MP 34 3m (4) ed x I V7' 70 WAK (4) •d • I W TO FOW. WM (4) Id x 1 V)' TO BEAM, [4 ld x I VT ro FMT. HCPJ 60 HHCP 2 800 ru) ISd x I V2' USM (b) bd x I VP TO Tom, (b) bd X I W TO PLATE HbA IpPO Rr WA Lw rW bd x I US' UDR (W bd x I VT TO Ir MB, (&) bd X 1 1()' TO RATE KIT 4 HDU4 484a PND 44 MID (x:)-q6 V4'10' TO WOW, (10Y=* 1/4W IO• W/ 7441AOED ROD, 0) NUTOMMOHM PLY USP, Fm0' ATO MM TEMBED 86-r N HIW DTRIENSTH EPDXr, (b)= WWD D01EM VOT 4 HDTB 4WA TDX b IOXO (16)-SDI V41AS' TO WOOD, [3}414' STUD M L-111 W/ TFIIEAPW RID, (2) f1U'rOxWlMIERC)R,Y WM A' 4 M M'Ilf� O 'f M NI044 (i)TIS' ABU 44Y 22= *sob' *s PAU 44 2M 67Yb (V 3v0' ATR IN HIGH STRENIX144 EPDXT', MM T M49M.) N CONC- (W bd TO UV= WM S.Y1E AD errWN AMU 66X 22m no= PALL M 23m 100" (U b(& ATR 04 W04 &T7ExIGTi4 EPDXY, MM T' M'■H9J N CIPNC4 (2116d TO WOOD UM: 04-E AD DrFWN N LrrM «. 040 LTD M m (I) 3/4' A.rR N HIGH VtllNWW EP=r, Mr ElRIIRrDJ N CO %r— (&Md To Wp= WP, 9421E AD &IPIPDON 0 = LTiN■ w r00 LT6 70B Ibb (U VT ATR b HIN 1 &11E]OTFI r IN 4 4 STI r 401S-DJ M COLIC. [■30) d YiCD YDH !/4' A11S MIN T' E]'7�D DET M HKN &7R7IDTH E]"WR', [IW bd, (bi rd x I 102'. 7-IO' V Z FM4 44M HTr4b 400 (U Dal' ATR IN WM STIRO 0111 RPOW (MM T Er EDJ N CCWC (r) SPID X I Al' (WBP, (20) Yd X 2-I4') WP WAD MOTE NAL 0PT%X4& CM) 0d, (0) bd x I-IO', (7r) rd x 2 IR' Q KTI-T6 80m NTT46 DON (V 6/D' ATR &4 HVaF1811EIE114 EPOxT MM T' grOWJ N CMC. (2N rd X 2 41 NSM (20) Ilxd X T-IC4./ YDP µqe PION h OPiICND, (Al bd, ml IOd x I.W.00) rd .2 VP HHDOII-W6 211 U0b UPHIp II 14Td (U I' ATR IN 4A44 61`141 TH ffl x (MM 0' WIMU M =NC (W 0761( x dY MW DF.IFA VA% (W M UOOp DOMM HDTB 6646 Tpx b bM10 (17 iAr AIL M H■H DTfWKWW M°W(T, (MM 71 MM W.) IN COC. (3) N4' STUD =LTD TO II = (WR (4) 7AP MOLTW r."" 3bW112b %Tb b3m r4"3bxl2u 2bm I" (V OtI ATR M HI&14 61MK 6.1 M•OXT. MIX) IN M AL K* MUt/ M d TO TOP. (113/4' ATR N WON 0OLTUlTH 4PW(Y. (MM V. EFBEOMMIT/ N Cd1)L KALE (MAR! I SEAM Atit IN YSP, [U A J-MELT "V MNPA'T 6, PJ108D. / NOT OR THAN 4' D' EMEVW OF GONO r/ b/4' DIN NI Itl)78ET DTl4 S10.T SLEEVE ANCiIOR OR MD. W MM D' kTIMt9 pEPR4 MDIAILL6p M'M1B PACE w Ld Ld HU90412 [IIIROD) 3630 20" (FLR) HY6412IF 300 2110 (Riv (b) 16d TO HI.ADER rb)1661 70 UIOW WR 6421E AS GfIROGN 32b [RocF) 332D [RC'<R) Z Q HIJG410 (cm 1S00 42 0 WP410 P rW D0b0 V4' x n ) ) IOd O WOW. /WP, cmINr' x 3' W■ (b M USP o0) 90*,TA1T#" ERn (b) bd TO 000D = K=10-2 (CPW) mm $SA6 HD710.20: Lim x 7- TrTEN n "m M.AI'rE/ 1O QN, (1w Mro WOW, [WM [w 114' x 3' MS 6018D, fb) we TO YSP (]0) 9A'.7dRWER•. rlw bd M rcW 1#lf1' 10-3 (cm)ISMam FIpi10-31F WM D000 r W x x- ? rITEPI n PER 10 CTIU, rt0)10d TO WOOp, (UOR rIU 1K• : 3' Dq!'80. (b)10d ro WPCO. WP (7r) 3Ib' APRRry r■) rod'ro row LOY1M-7-SD& 1430 bD3b LOII770-7 2M 0Hb (4 3T x i' ij FD 42/a4tJIE O PBD R.AIM M CM [4) V4' X 2 M' WS SOEW TO UOW, « an w9mclopilm NW 4 817640114 EPDXY • DD'll•OCN •SET EMW-TIE'. WKTACr THE AICWEGTMW' 11ER or mE=ly FWS Umrmi APPROVAL PRIOR TO 0✓DOMWIN0 POR SIMILAR W-Cw m=UCTD OM WP - GA A:*MVE AVO4ORN6 STSTMIS. WHERE ANCJ4fA EMMIE04Nr 16 GREATER THMI T PWP, TFE vERrICAL CELL N C'U WALL MWr W KUlED &CLIP IV CISOUr, w bd CO'TMON MAIL6 Go" ME SUM MUTED Wr14 bd x I IC)• NAIL& IN CON W-TION ■N A M FW-PI PION IN THE ALLAVD=t LOAD. UMMTM4 API-WVAL MW I THE A00Z4 tEOT 16166PFED r'OR 1H16 APP NATION PROR TO NATAL LAT(CK (n «+ MMIM M MNDEDMM4T MTO THE TOP O= A 0014PIM-1 WLA. W IV, MMIPW SIMPMMiT INTO 11-E POINDATIM WLL 4! T W h Q AM • Aa07 ALL T-XEAD I®p (OM, PRIRGTIOV TTPE, LEN6hI, ETG VAREO) Z BECAUSE OF hE WIDE VAOErY CP MATERALO, LOCATION", AND CONDITIONS THAT MAY AFFECT =*eCTOIS3, THE edIITRACTOR MUST 6E I@6PONSM" POR MA C20 SAE THAT THE PIWMM CORCOIQY PRATECTKh I& USED. ULJ`.N USING STARLESS STEM. GGNNS=M, USE 1IMM E86 MEL PAVIENEW U14 K WMO 2 MAX / WM OALvkunV F,0NNIECtOft. USE PASTI Mm GALVANIMP PER MM-Aft USE CF FJPAN&ION ANCHORS MLL BE EVALUATED ON AN MDIVV AL a"D AND MWT HAVE MrMN AWpDVAL PIR6iy THE AFF04MMT/3I41NMR M wcollip PRIOR To UE. ALL C4MMr0R VALUED MABW ON 9?q% 4'UIW= GONOTIBICrION =V'ECrOR& C-C2011' , WKW ■ND-IEDMTANT OONSrR✓C11O4 K-GHWZA916, All? ANO401rNC. 1 KA6TLi"I11d S76rHM& FOR CQ4QETE 1 MAIOIRr CATALCO C-GAG-2= 4 WP &TRICTIRCL CONFlCG 4M 200-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIRE CLEAR SPAN D5L 2 D5L 2 D5L 2 Del- 2 x (b x 8 x ICJ x 12 UP TO 5'-4' 51-411 TO 1'-01I 1'-0' TO 10"-0" 10-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 D51- 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-011 TO 6'-4" 6'-4" TO W-0" 8'-0" AND OVER FRAM" LING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM 1-LEADER SPAN (ft.) UP TO 5'-C' TO I &_0,, U.N.O. 4' -1 I I/2' l'-II I/2' AND UP NUMSfR OF HEADER STUDS SUPPORTINCs END OF HEADER I 2 3 NUM5ER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 (&2 SYP) 7/16" 055 NAIL (3) 12d a 6'-8" O.G. TYP. 2x12 BM./HDR. 1. HURRICANE STRAPS TO BE 1" IANUFACTURED BY SIi" IPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: * TRUSS TO MASONRY/CONCRETE SMALL 5E META-16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACL4 END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SMALL BE MT5-12 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 d MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-lmd GUN NAILS OR 3-126 HAND DRIVES .8 EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 F5C RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD SEARING WALL STRAPS E DETAILS. PRE FLR. DRAFTR STOP ; =I CAI op FOR DRAFT STOP ELEV. VIEW PRE-ENG'7. FLR. TRUSS 3/4' PLYWOOD DRAFT STOP — PRE-ENG.FLR. TRUSS 2X4 NAILER FOR DRAFT STOP 3/4' PLT WOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS (2) 2XI2 BM. TO (oX6 POST (2) MSTA-24 4 (1) HTS-lb POST TO SLAB A5U66 (TYP. 2) LQ II II II II II II II II Ft5 Ft4 II II II II II II II II II II II K2) 2XfIT BM{C 5JIL L5W Ill (2) 2x12 I-4DR D5L ro MIN. 3" SEARING I ISTUDI I I ON EA. SIDE II II II DRAFTsTOP .. �� /a D5L cnii 15 IL low lo �■ n p ■ i �IL.N�I DL.�018,.ar I�:r�. HUG-410--� 2X8 LEDGER SECURED W/ � 1/2"X6" LAG 5OLT W/ 2" DIA. WASHER 024" O.G. � (2) 2XI2 5M. TO -/ BLK COLUMNS W/ (2) META-I6 BLK COL. TO 7'-S' A.F.F ttl II u u u IIN MI II (2) 2XI2 6M- (2) 2XI2 5P'I. TOJ 5L< COLUMNS V (2) META-16 BLK COL, TO 7'-8' AF.F. D5L � II STUD LL LBW II U — i (V t 3W _ 2X8 LEDGER SECURED W/ 1/2 "X6"— =K LAG 50LT W/ 2" DIA. WASHER 'm 24" O.G, B -- -------------------- -.- g FT9 RANEY 09/22/16 A R C H I T E C T S •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 h r+7 h U w ti 0. a (J CIO N Q F A 11 CREEKSIDE EXPRESS LOT #100 F 0i=T 000 MQDs e 4EFB "FLORA" aaZ%AGZ Bea': RIGHT p FRAMING PLAN 60 MPH EXP. C-RANEY ARCHITECT: STATE OF FLORIDA MAY/0/9 2017 ji8C ' : 1/4231' 10» CONNECTOR SCHEDULE E`DATEi41_015-" SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER METAA6 mm µTA 16-16 NOb [s) rod x 1 VJ' I -PLY, (6) WNd 3-PLY. (YBP, (10)104 x I W' - No laid OPTION) !21 PA:TA-W No (7) HTA N,-ID 20M (Iw old x 114, I -PST, (LOP, M Wd x 1149 7111b (14) Wd 7-PLY (uM No 0Nd OPrmw HETA-W no µTAW D10 [S) rod x I IR' I -PET, (w laid a -PLY W 11% M/ rod x I IM, NO 16d ORNOM WtA-20 w0 HTA 70 uWiO [S) rod x 1 VP I -PLY, (8) l6d a-PLT uM (ro) old x 1 I'T. NO laid OPrmK } 70M (Iw rod x I W' 1-1-LY 1101% (roJ rod x 1 IM 7000 t171 lid 2-My (Y0A NO IM Opl'FCNIJ Z Q LCVT-7 2100 Lu6Q'-2 rim 0) - 1/4' x a V4' TTtEt a (WA ELK (b)1/4' Wn. 00= [I61 YOd (A OBTAL40 7400 Dµ7A-f0 24M (10) - rod x 1 101 MY MY SS66 MWGT 4rib (I) GO- ATJW. N W04 STRENWTH EPDXY MN If' EMBEP). IN) rod TO WOW (ubR M) Ind TO WOW) HGT-a roeWro HWGT-a 9T9E tf) M4' AT)e N 1404 GTRENGTH EWOxr [MINE O' WIMP), [W) Ind TO WOOD [YEA WOOD (W rod) HILT-] rob]O NYWT-9 9500 [7) N4' ATA N HBH Wliltl4GiH EPOx1MN 17' "MD), (W) IOd TO WOOD NSA WOOD M rod) 1-0I79-0D02A JIM LYWY-S nab (Ia) =0 1/4'x& TO GRRDM (4) ]4' x D' TITEN HD TO W4LL (um caWr—(4) SAY % b' WERE BOLT, WOOD (0) Y47w LTA2 Oro PAIWALLEI. Oro PER•ENVIO1L41111 WALL To WALL tO LPTA Dro (10) rod x 1402' [WA (W) rod x I Vi' YGT 4540 NO WP CONYmmm FOR !meek `OT (U bM1 ATJW N WOW STPV%WH EPDXY MN O' FS'IEED). 0614d76 V4'XS' TO WOOD [7) W 10% NO WP GgVYEF0J10N FOR 9"Fe N I VTiv (a) bN AAR. N WOW 611 9-41W EPDXY (MX W' ETDFp), 04,) Ob 1/4'f0' / 7 PIMrs-17 wm MtW 17 Im (14) rod x 1 0, (WI (14) Will x 1 W', (14) rod) "TO-16 1160 47W 111 Wo'n (le) WFd x I W' (u6A (16) rod x 1 W'.ls.) rod) WTO-20 NEO 411W 70 D70 1 rod x 1 W' (LAP, (74) rod x 1 10', (aw NOW) HT6-74 NOO 1417J 24 mm (74) rod x I W' NM (24) Vd x 1 14'. (aw Wd) LOTA-O '9b LSTA O wo (Iw W1d WA (w) Wd LSI'A49 ,+ WE, LOTA 16 WSE [I4) rod U91% !HN rod MWA-16 x DD META-0 Bro r14) rod uM (IQ rold N MSTA-74 , 1640 MSTA-74 1640 (w rod m% (w rod a- META-50 - 70J0 META-M 70" (aa) rod uM (ta) rod META-56 u 74M MbTA-b6 20" (76) rod WOM (76) rod MOTI-36 Soon KSr1 06 ]4® (36) WTd x I IA' uM (36) NNW x I W' MMI-46 DD" KT61 M ENO tow old x 1102, WM (461 Wd x I VJ' 446 ^AO LFI'A 6 Oro !w ad To PIAMS, (w sd TO 61UPO (YV% (!) b x 1 W'. (W,) aid) OP4 OftEPr 4 s4b M Wd x I W' TO OTYW DO P, (6) Wd x 1 IM TO III A34 3% MP 34 am [4) ad x I W TO BEAM. (4) ad x 1 10' To POST. WIM (4) Ild x I W' TO IMAM, (4) Od x I W' TO POET. wem 64D HNCP a am IV) rod x 1 W' uM (ro) RI x I In, To TRIS6, (ro) rod x I W' TO PLATE HIOA INS RT WA low t* rod x 1 w u6M (W rod x I IA' TO TRWs, (0) I0d x I W' TO PLAT✓= vat 4 1.10W4 4544 PND 4A 14D (IGA. D6 VA'x]• TO WOOD. (10Y8D6 V4'W W W/ hIIF.AOM ROD, (7) TWT001I108HE107 Rr YM bN ATR MN T EMEED SET N µ1714 s11ETLWIH EPDXY. (ro) 03 WOOD OC1EWn V(Wr 4 HD1D 4b44 iOX I0 ro144 (16).We Vd'x]• TO WOW, M-N4' STW 0I WV TWEADW 111017. (f) NYTSAYAKERJJMY WA 1/6' MX 1' EMEED SET I WWµ 811E1YG711 [dJ YAS' T11161•BOI.TB AM 44X ]Inn sire PALL 44 7b]b 6'I'ib [I/ b/0' AT1E N H1WH EtIWF�NWIH EPW(T, [MX 1' EFIBEDJ N co4c. (R) Md TO ulooD uM &N'IE As OMPSON AEU 66X 79010 On00 PAW M 7]On loom (U GI AT)s N WQI4 ST1111 fµ EPDXr, (MX T' EMEWJ N =NC., (III To WOOD YSP, UPS AID sl19PSGM (n LrrM +« w0 LTE N 6m (U W4' A.TJ& N WOµ STM74WW EPDXY. (TTPL T F]MEEDJ N CCII (s,�ld TO WOOD YOA 6APE A0 SIMPSON LTT705 «. bon Lit 70D IKb (I) In. A.Yn N WW4 STIENGT14 EPDXY. (MIN T' E•EEDJ IN COI'C. (lend TO WOOD YOA S(4' MN 1' 0-EEP N'r N µ04 WFWi W111 EPDXY, 10) rod (ro) rod x 1 W'. a-W' U Z Q HTT4 4460 HTT4b 4*0 [IJ Mai' AT)O N HWµ OPTIONS. ON MX T 91SED) N O) Ibd [w SO'ro x I IO' (YOP, (7w lid % 7-W') WP HIaPo M4� NAIL OPItO'f• (7w W)d. (7w Wd x 1-W', (�) YM x ] 10' HTTE 00lD 14TT4E mm [U 6/s' ATJW` IN Wfl/ 61iWEN@T11 EPDXY (MN T WI N VIM— (360 lid x f W' (Wl', 110)16d x 7-I,29 WooI." M NI OPTIOV6, (M rod, (M Od x 1-IA', (7w 16d K 7 1/7' HHD0II-606 abF 114ro YPHWa II 143W (1/ I' ATR N H19Vi Wrp IH EPDXY, MN WA B'R=J N OOIK., (w am 4. x * WWX)p 60EWs (Lem c:;Q m WOOD oOIR06/ 4471D 66411 TOx 10 Is" (U 1/E' A6; ViIOF! s11F1''OTH EPDXY. MN T EM01I N OOVC. (S) 3/4' SRO 01I TO WOOD (WOA IQ 10 DOLT W N c Ld 0 Q = Me" Sb6mb S•F1b 11]]0 N4430I 7b00 1S0 amm' b (7 114' ATR K Wd4 WRIMlN Q'O%Y, rl F 6.16' r"wa'IEVT) N fJ'IL. TOP. Ill ]P(' ATR N W16H 6I1 EII EPI MN *.IV WMEVMB4T) N WAL PAOE (OMd TO gaid" Lom (V W' JJ DMT W MI~ 6, E 9=. V NOt LEVI TVMN 4' F":M EPM OP COVC WV i(4' VIA III PAIOETAEP DTNA B0.T Bt£vE ANOF)OW GR Ea W MN b' EMBED POI N6tAJ.i-D N 1NE PAGE. HWSc4O [WOOD) ]6]6 7660 OLR) Hu"ur 5060 2110 (PLR) (ro) Wd td HPAMM (it) I" TO WOOD I1M GAME AS SRIT•OON w" (1111I ]9?b (Rom) HYGFIO (CMUJ 1600 4770 HO470 i 4S4D E00® f W V4' x ]=A(4' TITEN n PEW FLA4MJ 10 CMY. (ro) Ind TO WOW, (W IM (w IM' x ]' W60 OPWMO, III Od TO WOOD. Iw.!]w yP6' TAPPEIq (0) nd TO WOOD HIW71n-] (CfU low b06b WRro-7A= LIM bn0® (w V41 x 7-9/4' TITE)1(11 PM PLAI ) In 0% IN) OW TO III (WIMP, (w VL' x NOW] SCM^ (ro) M TO WOW. Y6P (aw wiv TA -mall (Iw rod TO WOOD HUCalO-8 tCMu) 1600 04sb HDQro-SF Ism rw V4 x a-W4' TITEN A MR M.ANWEI TO D1u, fit Wld TO WOW. Ai (w V4 x Von DOWA, lro) IN TO WOW. WW+ (aw 9l' TAPPEIq (ro) WAtl Ta WCOD LdJYfb-a-6Pe lobo mm I.04PI ass 6n6b (u ]A' x 4 tRBN D AXe o m (f PER FLA+WEI TO O WL (4) V4' x f W' eoe ecREW s O WOOD, M 1404 6T1ENG114 EPDXY . OrreVIN TET E CXY-TIE•. OOVTACT 1HE APtC+NTECTAEV.doIMR OP REVOIm MR WWI MM APPROVAL PRIM TO 6ADSrrrUVM FOR 6MWLAl6 EPDXY PIWOOWCM OR %W - CIA 404-p AND401I STSTEMB + WERE ANCHIOR EMBEDMENT Is BEATER TH4AN 1' DEfP. THE VcRTICAL CELL N GMLL. WALL MWT BE PW l an 60LP `/ owsr- w IOd =M-tON NAILO CAN BE WBSTITWTrn WMH rod x 1 W' NAILS IN cFMNCflOH ON A 231W IEV IOI N THE odL "I LOAD. Wi7IEN'AP1MI FROM THE ARWMI N MOMI EP PM TWIG A"-L1CATION PIWOR TO NbTALLATIM u MNo0.T1 EMBEDMENT INTO 11E TOP OF A DONDGEA t WILL BE 0', MINA EMBEDMENT NTO THE POWNDATIR/ W&. 4 T' Ld OAM . A-801 ALL 111111I ROP (NaE. PIWOTECNQN TYPE. LENIWTHI, BTO. VAPRIM Z VEVALIGE OF THE WIDE VAJWEIT OF MATEWAL6, LOOAT101V0, AND CON rroN6 THAT MAT AR2Cr VON'Ecroft, T4E OOKIIMCTOR MWT WE RE&-ONDOLE FOR MAKNS OWIN THAT THE P16PM CORROSION P1111177II ION Is WED. WHEN UOM 6TANLEM STEEL CONNECTORS, USE OrAiNLE06 $TEEL PAMENERA WHEN MM ZIAX / HOG Ca.(,LVANIE9 CC1'01ECTORD, WE FAmESSM GALVANIZED PEN A4M-AD] WE G EXPANHOIN ANCHORS WILL BE EYALWAtEP ON AN NPIVI V I SOM AND MUST NAVE WBTTEN APPIi7VAL 1VIOM THE AWWCHNEOTA9VOI?.1!EER OF IECOFSO PRIOR To JOE ALL cONVEGtOR vA-" WEEP ON SIMPOON'WOOD CONERs,IOTION 000EctOPS C-CuOrt' . •1-I1014 WND-REDSTAF7 cao"111=1424 F-C-HWrWCA016. AND ANCHORNG 4 PASTB'R1] 6T6TEM0 POR CONCIRM 4 MASONRY CATALOO C-640-200 4 WP 6TRIC YRAL CONVECTORS 710I5-206. HEADER SPAN CHART SINGLE STORY APPLICATION 51ZI= CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4' 5'-4' TO I'-0II -V-0' TO 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 DBL 2 D5L2x10 DBL 2 x 6 x 8 x 12 UP TO 5'-0" 5'-0" TO 6'-4" 11 TO 8'-011 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM DEADER SPAN (ft.) UP TO 5'-0' TO 8'-0. UN.0- // 4'- 11 I/2 7'-II 1))2' AND UP NUMBER OF READER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 3 2x12 (62 SYP) �/16' OSB NAiL- (3) 12d ®6"-8" O.G. TYP[ 2x12 BM./HDR. FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY 6IMP50N 5TRONG-TIE OR EQUAL, U.N.O. 2.T''PICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.0- * TRUSS TO MA5ONRr/C0NCRETE SHALL BE META-16 * FLOOR JOIST TO MA5ONRr/CONCRETE SHALL BE HETA-16 AT EACI-1 END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL BE MT5-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGER5 5144.LL 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 8 MINIMUM WALL a HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN ro. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-126 HAND DRIVES 6 EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU56 AS PER AfmA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROViDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 5F. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS E DETAILS. D',4GONALS FOR 5OTTOrl CHORD BRACING a 1"iAX. 20'-0" O.C_ TRU55 TO TRUSS TO Ix4 BTM. CHORD BRACING 121 DBL STUD DBL STUD O.C. MAX WCURI=D W1 (2) +4T5-20 HTS-20 Ind COMMON NAILS w EACI4 CHORD INTERSECTION, TYP. 91 7 SJ1 r✓I QII I ql I Al I I A2 i I QII I QII I 2— BJ3B7n - I� II 4 SJ5 I II _ II II II _ II II II fl II _ II II BJ5 II II II � II II II II II II II RIDGE II II II II �I I = _ II iI III it II II II II II II II I 2Ax ro" A_CGESS = TTIC Y 5I= = II V5D 8J3 � _ 5 ail m I fl fl I I _ _ V5A t3C� Ply TRUSS I TRUSS TO I I DBL STUD y TRUSS TO 4X6 POST TRUSS TO 4X6 POST = = U)/ MCst 4 HDU4 W1 MGT 4 HDU4 = — q POST TO SLID HTT-4 POST TO BLK HTT-4 I I a I til 51 r iT Q m/J1 1m/} 1 n I GABLE END IX4 DIAL. BRACING BTM. CHORD SEE DTL. 44' BRACING, SHEET 02 TMP• ROOF FRAMING PLAN RAI 06/2-1/14 A R C H I T E C T S Design Grou in!. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h V W O F 0. W Q F Q F '1 swimm a LOT. CREEKSIDE EXPRESS LOT #100 Frnoj=T# 04321.000 moan 4EFB "FLORA" GARAGM ego: RIGHT PAC& OOF FRAMING PLAN 60 MPH EXP. C-RANEY ARCHITECT STATE OF FLOR DA MAY 19 2017 R/23/16 1 /4"=1'-011 A R C H I T E C T S ELECTRICAL LEGEND SYM50L DEFINITION I NOTES 125v OUTLET 20 AMP SMGLE FOLE II¢+v OUTLET 110v OUTLET 1/2 OF OUTLET WIRED To SWITCH UFI 110v OUTLET EWIPED WKFAULI INTERUPTER ltAMPER (TOV -ER RESISTANT "I'T'PE) E0 220V OUTLET (4) WIRE CONNECTION WATERPROOF OROUNP I OUTLET IN'TEPE:IUPTERT SWITCH SWITCH I 3-WAY OPER IV4 SWITCH 4-WAY OPER i /� WALL MOUNTED �J LIGHT CEILINrs LIGHT ;O1 VFa VAPOR PROCF i �Ql REC£88ED CAN WALL SCONCE _�- PRE -WILD VENT. FAN I CF'1 PER SQ FT. VENT. FAN W/UC*4T I CFM MR SO, Ft. V FOCI111 E c6PEc's TBD or awLzew FLUO4SCENT 2-BULB WRAP A1mWND 2' FLUOWSCENT I �= _ = = =� 14' FLUORESCENT I I rr Agrebm lz:;� I PANEL METER OSMOKE S.D. DETECTOR BATI��DACK-UP W/ HAI®WII� WALL MOUNTED I BArr, BACK-uP SD. SMOKE DETECTOR W/ HARDWIRIE CAR80N MONOXIDE rrs�a+w ® S/GO SMOKE DETECTOR MTER-GOPPtECLED 0 SHALL BE A OF NOT Lob Twm TF$TL PENDANT LIGHT H> NATURAL GAS OUTLET . TELEP-IONS JACK UAa WATER HEATERIGNITION To w ELEVATED pISCOVNEGt A/G AIR =N01TIONING DISCONNECT TV. I TELEVISION JAGC O J-Box JAMARKC.rD AS BE CEILING FANA.I014T AS )h BOX FOR FLOOD LIGHT OPT. SECYRITr KEYPAD I--Q P.B. PU64-BUTTON FOR CHIMES •-1�;- USB PORT LOCATION OF TV JACKS 4 PHONE OUTLETS + FANS TO 5E VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETINGS. ALL RECEPTACLES IN ALL HA51TA5LE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. Gf-I 0 ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO 13E LOCKOUT IN PANEL 5ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTER`TITTENT PER ELECTRICAL PROVISIONS OF SECTION M5013 F5CR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING: METHOD SHALL 5E NON METALLIC GABLE PER ELECTRICAL PROVISIONS OF F5CR 5TH E2_(2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FE CR 5TH ED (2014). ALL LAMPS SHALL 5E SELECTED 5Y CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014, 5th EDITION R404.1 PWDR. CEILINGS MTD. LANAI LIGHT TO \ �" 5E \\\ //� IINSTALLED,,��3 I U Ci=113 P.5. FOR, ¢HIMEs / /PORCH OUTLET IN PREUJIRE 40- "rr• � 28 � CzFf GARAGE --------------- y r 13 OPT. — — — — — — — — — — — — COACH LIGHT OUTLET FOR VENT OR MICRO PROVIDE SQ-D "QO" PANEL LOAD CENTER OR EQUAL SERVICE 121/240V, 1P1, 3w MINIMUM BREAKER AIC 10K BUS RATING:200 AMP LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE S1ZE CKT, NU. WRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 2 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 10 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 12 12 20 LAUNDRY RECEPTACLE GARAGE LIGHTS AND RECEPTACLES 20 GFCI 12 14 12 20 DISH WASHER DISPOSAL 20 12 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFC( 12 [23 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 20 12, 2D GFCI KITCHEN APPLIANCE RECEPTACLES BREAKFAST ROOM 20 AFCI 12 22 12 20 TOILET ROOM RECEPTACLE(S) DINING ROOM RECEPTACLE(S) 20 AFCI 12 24 12 15 AFCI OWNER'S SUITE LIGHTS AND RECEPTACLES TOILET ROOM RECEPTACLE(S) 20 AFCI 12 25 261 14 15 AFCI BDRM. 13 LIGHTS AND RECEPTACLES BDRM. #2 LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 15 IRRIGATION CONTROLS BDRM. #4/1-DFTS LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 31 32 SPARE SPARE 3334 SPARE SPARE 35 36 SPARE SPARE 3738 SPARE SPARE 39 40 ISPARE NOTES: A. CONFIRM BREAKER AND WIRE SIZES WTH EQUIPMENT PROVIDED. B. WIRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WALL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN. C. EACH MULTIWARE 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 WARE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. G. MAIN TO ALWAYS BE LOCATED NEXT TO METER. 150 AMA) ELECTRICAL R15E z NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE, POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARX'-- ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PvC CONDUIT OR PROVIDE 3 *2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE Opt) HOUSE PLAN: MODEL "'FLORA" LOAD INFORMATION VA 2264 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT 6792 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 3000 1 LAUNDRY CIRCUIT 1500 1 RANGE AT NAME PLATE RATING OR COOXTOP/OVEN 12000 1 WATER HEATER 4500 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REFRIGERATOR 1200 SUBTOTAL OF GENERAL LOAD 37192 FIRST 10 EVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 4OR 29832 VA a .4 10677 TOTAL NET GENERAL LOAD 20577 3.5 TON HEAT PUMP (W/ 51CW EMERGENCY HEAT STRIP) 21 AMP a 240 VA- 3.5 TON COOLING SYSTEM 40 AMP s 240 VA= • 9600 NET GENERAL LOAD 20577 NET TOTAL HVAC 9600 TOTAL LOAD 30477 CALCULATED LOAD FOR SERVICE 30477 VA/240 Va 127 AMP 150 AMP SERVICE 'WORST CASE SCENARIO - H14HEIST HVAC LOAD USED FOR CALCULATIONS.• NEUTRAL CALCULATION: LIGHTING, ALLIANCE, LAUN0RY LOADS: 14,283 VA 3000 VA a 100%, REMAINDER 1a 35% NET LOAD: 6,949 VA RANGE: 12000 ® 70% 8,400 VA DRYER: 5,000 AV 10% 3500 VA TOTAL 18,84E VA NEUTRAL AMPACITY: 18,48E / 240 = 78 A *2 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 3"2/0 CU, THLLN + 106 CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT 0 OVERHANGS.) COM5INATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPr1ENT INTERSYSTEM 5ONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL CA5LE TELEVISION SERVICE ENTRANCE EQUIPMENT - 1 +'4 CU SERVICE GSROJND CONNECTED TO CONCRETE ENCASED HOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). 5/8" DIA X 8 FT LONGS COPPER CLAD GROUND ROD Design i0u inc. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 - W C4 W W O F 0. V A F F Lj CREEKSIDE EXPRESS p LOT #100 Fraon CT# 04321.000 maDsma 4EFB "FLORA" GARAOR aWsva: rRIGHT p� I1 S T FLOOR ELECTRICAL ]PLAN 160 MPH EXP. C MELBOURNE ARCHMECT STATE OF FLOFUDA MAYA g 2017 E-1/23/16 1/4"=1'-0 8 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE IIOV OUTLET IIOV OUTLET 1/2 OF OUTLET WIREP TO SWITCH GFI IIOV OUTLET EQUIPED WKtiM110 FAUL INTEIOJPTER (TAMPER RESISTANT IT ) 220V OUTLET (4) WIRE CONNECTION Wp E)Ct. WWTERPROOF R r INTERBIPT SWITCH SWITCH 3-W4Y OPER �D4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT \0ll VP VAPOR PROOF RECE88ED CAN WALL SCONCE PRE -WIRED VENT. FAN 1 CRM PER Sa FT. VENT. FAN W/LIC•HT I ORM PER 86L FT. V FIXtU1m [SFEG'S TBD BY BWLP Q(21 RE FLUO GIS-4T 2-SILLS WRAP AARO� UN = 2'FLuoRESGENr = =v_ 4' FLUORESCENT 4' TRACK LIGHt IlIlIl®IlIlIl PANEL METER O SID. BATr. BACK-UP W/ HARDWUM SMOKE DETECTOR WALL MOUNTEP BATT- BACK-UP SD. SMOKE PETECTOR TT- CAIBSON MONOXIPEi SMOKE DETECTOR C2'00 FFA®WM MTER-GOWIEGTED SHALL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLIEr ► TELEPHONE JACK WH WATER NEATER TO ELEVATED D18..ONNECT A/G AIR CONDITIONING DISCGNNECT TELEVISION JACK CEILING BOX IREOIJIPM OJ-BOX ro ISE SUPPORTED IN AC001®ANCE W/ BOX MARKED AS SUCH FOR CEILING BOX RE"IRM TO M SUPPORTED IN CEILING FAN/LIGHT ACCOI®ANCE W/ BOX MARLED AS SUCH FOR crlcN FLOOD LIGHT OPr. SECURITY KEYPAD --� PH. PUSH-BUTTON FOR CHIMES • USB PORT NOTES: • LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO 5E VERIFIED O HOMEOWNER PRE -CONSTRUCTION MEETING. • ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). * 20 AMP DEDICATED LAUNDRY CIRCUIT. • CaFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT fN PANEL r BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 FBCR 5TH EDITION (2014). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL 5E NON METALLIC GABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014), o ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE ENERCaY EFFICIENT TYPE PER F$C- ENERSY CONSERVATION (RESIDENTIAL ENEIWx%r EFFICIENCY) 2014, 5th EDITION R404.1 � I 26 PRE -WIRED 29 PRE -WIRED CLG FAN CLGs FAN 297-'S BDRM.##4 1-t BD� \\ zb �\ \ S I \\ 2S(M \ L-' --------------- (rfl0 31tm 31 S/CO y..�/ 24 24 21 PRE -WIRED CLGs FAN BDRM. 2 g LAU:7rn2 / 2 OWNER'S SUITE 4 17 / / � i �1i� i'i 24 PRE -WIRED CLGx FAN 24 21 R 'AI Li ��-J WALL � P10UNTEo � ICsI-4T W/SWITC I I ATTIC w24 / W.I.0 I 24 24 A R C H IT E C T 8 •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F W h V W ti 0. Q F h mtmz=) V. a LOT• CREEKSIDE EXPRESS LOT #100 p 04321 000 moDsma 4EFB "�,.�F+�,LOR A i ACa " GARACE Fi1INING: RIGHT p SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C MELBOURNE ARCHITECT STATE OF FLORDA MAY OA 2017 DA "NI4/23/16 BCALM 1/4"=1'-0" $ i" fil 1=LORA EQUIIO'IENT SCHEPULE 4 TONS MPG CARRIER Cu 251-15C548A AHU FY4CN8006 HEAT SKID SEER 15B SEER TOTAL CAP 41000 ELECTRIC 208/230/IPH 5RKR CU 40 AHU 35 Ri=E LINES 1/8' 4 3/8" F rq y W U F G ca q F A FF F= 45 GF�M 50 Q BATH 3"11 12 I0x6 120 Cr-M 10X6 11120 GFM sX4 5 cr I 0. BATH- / I 45 CFM 0 — — — — — — — — BDRM #2 I " 10X6 'f5 GFI'T I 5' I I I I 12" 12X8 12Xs PASS PASS THRU THRU r - - r L J r - - r sx4 CFh4 L — — _jI45 LAUN. 120 0xb G7:1 6' OWNER'S SUITE 6' 10X6 120 GFM -tSc I I I I I 4 14 �4ar, LAYOUT PLAN F W 0 a w 0 F A m" mmo low MEW 8t mrv. m LOT: CREEKSIDE EXPRESS LOT #100 PR JmcTjp 04321.000 NoasL: 4EFB "FLORA" GAR,AGM BWZZ M: RIGHT PAa$: SECOND FLOOR HVAC PLAN 160 MPH EXP. C MELBOW-WE MAY 0 9 2017 DPA11/23/16 9CALM 1/4"=1'-O" Si�ST A R C N I T E C T S CONC. L Grupe 16, Am FORMS FOR 1 - ALWES sE To STIP UD W z FNISH • G MAX IGC 250C PSI • 28 DAYS L IL - 7. TO GLAD UV;' GONG SLAB WINrO ICEP W/ v Q Ghu SE T. PLATE TO SLAB W }' W Z' WARNER T' CURE B N PLATE TO SLAB W I0d 6 x 6 - WIAAWIA WJWM. r, 1/2' GYP. UL. BD. ANCNOR DOLT YM 2' WARNER Y' EMBED. • 32' CC MAX MASONRY NAIL • 3Z' O.G. MAX " NOBING� IO^ ... WOOD BASE EMBED. MIN • 32' OC MAX 0'-0' FIN. PLR a f/ 4' CONC.IINFOR:ED W/ 61X6' _ a = • a •. - y w� '� 4 e WAXWA WYF OR F1 RMESH ON 4' CONC REINFORCEP W 6'X6' WAXWIA 4' (QW_ WR•FORCED W 6'X6' WIAXWL4 4' CONC. REIFOI�ED W b'Xb' WAXWIA n " ' II ' IU6 J 6-MIL. VAPOR RETAIRDER GN OAF OR FI�R''IESN ON 6-MIL. VAPOR WW' OR FIBERMESH ON 6-MIL, VAPOR WLF OR FIBEMMSH ON 6-MIL. VAPOR p L DELL -COMPACTED CLEAN FILL. w' IETAI®ER ON YELL-COIMPACTED CLEAN RETARDER ON WELL -COMPACTED CLEAN z L' RETARDER! ON WELL -COMPACTED CLE �. �- • TERMITE TREATMENT TO DE z FILL TERMITE TREATMENT TO DE - O FILL. TERMITE TIREATMENY TO $E FILL. TERMITE TREATMENT t0 RE . J 4^ I' O m - DORA-CAIE APPLIED AT FRAMING. m . BORA-GATE APPLIED AT FRAMING, 4' I' -DJ" 4 BOIRA-GATE APPLIED AT FRAMING. p I,_B„ (2)9 REBAR ON CHAIRS FRAMINCv, u " Oi 4 ,1 (3) 9 IEBAR ON CHAIR6 .4' 1,_e„ "� (V'S MBAR ON G4AIIF6 12' MINE pEL.OW GIFADE _ ,4 ' w �� 4� 4. a. 4 E o a. r µme_ (2) 9 RSWAR ON CHAIRS • •�I IN FOREGROUND 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING W/ BLOCK WALL 2 AT L.B.W. W UPLIFT /� AT L. B. W. AT L.B.W. (W/ NO -UPLIFT) 3 STAIR DETAIL_ NOT USED 1 ECALE: In .r-® SCALE. I/A'=P-m' &GALE: In"=1'-O' R:.l� SCAI E: I/2'=1'-0' BcaLE: r=r-®' C JnA -4'GONG, REIF. W i'xb'WAXWIAO WUM ON6-MIL PCLY ETHYLENE V EAOR IETA1®ER. STUDS L6' OG. MAX9 ON YELL -COMPACTED CLEAN FILL TERMITEON -MIL SLY ETHYLENE VMOIF &MUDS 16' O.G. MAXO 11EATM@1T BNALL DORA-CARE HEAD aF GARAGEa" ITT OV YELL-COI'IPACTED CLEAN ` SECU,� P.T. BT ATE/V "5 DEBAR ON CHAIRS FILL TERMITE TIEATMENT 6NALL 55 SECURE 00ttQM PLATE Y B9 SECURE DOTTOM PL b W J VARIES WITH SLOPE MARRY • O M BORA-CARE SIMPSON 8P4 •32'O SIMP°80N OP4 •32° 4 THICKEN EDGEHEIGHT OF GARAGE SEC B�rZPLA v der. T ro SLAB , EI-IJ'xPMASONRY NAIL • 3Z $ n4x GE STEP- UP +' HEIGHT ®� secuPE BT. PLATE TO GLAD W 10d SCALE: WI-I'-0' VARIER WTH SLOPE VARIES WITH SLOPE N- BEARING MIX • AX MIN. • W, AX m 119 BCALE: I/A =I'-0 w 'EPDXY NOT D EXPANSION 'EPDXY NOT D FOR EXPANSION w - - ;. 19 T BOLTS w TO a w _ _ z \' I. 4.� w RETARDER ON IIELL-COMPACTED CLEAN w d - CN 6-MIL POLY ETHYLENE VAPOR L O AYMENT SHALL DE REIPFOIRCED W 6'X6' W1.4XWA n e q , e � '.. 4' ' , 5OW-CARE THE p p e r OR FISER-IES14 ON 6-MIL VAPOR w 4' GONG. PENIFORCED 6 X6 WIAXWL4 -� . 4 CONC. REINFORCED 6 X6 WIAMUTA �� CONC REINFORCED b X6 WL4XWA FIC l FILL. TERMITE TREATMENT TO DE a .. 6-MITREPOLY SHALL SE BORA-CAPE p FILL. � IR EL -COMPACTEP CLEAN n w IRFT. 1'ERMII SELL-CCt TO TE CLEAN z u RE OR IER ON ILEL. -C 6-MIL VAPOR L T a RETARDER ON UEATMENT To ISED CLEAN y l2J 9 REBv1R CTl CHAIRS _ FILL TERMITE TREATMENT t0 1'.E roi __ __ APIE a BORA-CAPE AT CLEAN U✓ELL-COI'IPAGTEP GLE.4N�FILL TERM[It 4" (ZBORA-C �4PPLIED AT FRAMNG. 0 4' . &.. 0 8" „I' 4" (3 C ON GHAI At FRW"IMYi *� L 4" -�' J" . DORA-CARE APPLIED AT FRAMING. Ly O i'_,O• 4" � � z m 4' O' U U (2) V REBAR ON CHAIRS ' K ON CHAIRS REBAR RS (2) 9 REBAR ON CNAIRB 4' 4' GARAGE STEP -Tip EQ mp I.4 �O GARAGE STEP-UP GARAGE STEP -Up GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W. -0 1-STORY FOOTING NON -BEARING 6 L.B.W. W UPLIF`f 6A 2-STORY L.B.W. W UPLIFT 6B L.B.W. W NO UP W/NO UPLIFT 4A AT FRONT PORCHES 5 EXTENDED STEP '"`'=''-o' - SCALE: In" -0' / scALE:In'=r-0' @EKXXTTENDED FOOTING 'STEMWALL TO DE MIN. 3 cOIJREbBGA E: I/A .r- ' BCALE: GRADE , RECESS roR 7 GARAGE POOR SECURE P.T. BT T' nJ 9 VERTICALLY EMBED. • ' OC D R_ VERY L7 GGNG. W/ CCNC. POUTED CLLLL ONCTIE IRE6-MIL ER ON YELL LENS APO . BEC431 E P.T. S T. PLA O AB 8, CT1LL CMU CLEAN FILL TERMITE TREAMENT SHALL ,fIF Iq'XS' ANCHOR L .� - BE BOR4-CARE 4' LONG, REINF. UW 6'xb' WI.4XWL40 WUM ON ON 6-IMCIL POLY ETHYLENE VAPOR L IL D7 DiV18•fOK r a STUCCO NOTE: OPTIONAL USE OF m LENS VAPOR RETARDER CN EMBED. MIL • - 6-MIL POLY ETHY ' NED DY , DUILDER BY DINBION. a�� 4�� WELL -COMPACTED CLEAN FILL TERMITE $ GARAGE WALLS OWE DETERMINED Y -O ,•J" 9 Rk-DAR ON CHAIRS I' TREATMENT SHALL bE DORA-CARE or w a RETARDER ON DELL -COMPACTED CLEAN S gTOp 9 CONCRETE PAD Cu &REBAR ON CHAIRS �(\/\�\/� R ° o REINF. W 6'xb' WIA)WAAO W11M FILL TERMITE TREAITIEPIY SHALL BE STOP Y CUM HEIGHT VARIES ECAPE= In'.r-® GARAGE DOOR FO ? ON 6-MIL POLY EI'HYLETYE VAPOR •; -•' BOR.A- GUM H W4T VARIES w � 11 SCALE: 1/A'=1'- RETARDER ON WELL -COMPACTED CLEAN,^ IS w FILL TERMITE TREATMENT SHALL BE V z d I _ ,�-_--�--�-� } j z E `T ' - . e Z U' 4.- (37 9 REBr1R ON CHAIIE > r IW b'X6' W14SXWA p ?aL ed 'WF OR FIGEIRMESH,RETARDER UELL ON 6-MIL. VAPOR C1.EMl �-CARE L Wj 4' CGNC. REIFOR^.ED W/ 6'X6' WIAMUTA d' .r.4RI IEI�ORiCED = �IWIRSH ON 6-MIL. VAPOR RET _ S73D. SiRACK - S W? (2) 9 REBAR ON GHMIE - OME RETAWRAG IAA TREATMENT UELL-ccmpAcitv BE CLEAN ~µ z • • BORA CARE APP-IET AT TFRAMING. w MIBH FLOOR O I'-O' 4' �. FILL. TERMITE - a e I'-8" GARAGE STEP-UP z, z 4 v- 4' (2) OS R=BAr� AfPPLIEP AT FRArnr�. �'" 8" �' �`. (3) 9 tEBAR ON GHAIRs ;X� 2-STORYL.B.W. EXTENDED FOOTING 8 p GARAGE STEP—UP 10 6 &GALE: In =1'_0, 1—STORY L.B.W. 1—STORY FOOTING 2—STORY FOOTING W/ UPLIFT I Lo' HEIGHT ARRES AT GARAGE AN AT GARAGE G D EXTENDED FOOTING rl EXTENDED SEA? 1/21 a RVI E DR �, — �, n SLAB AT S.G.D. SCALE: In'=r-m' SCALE: la'=r-0 10 SCALE:I'=I'_0' 12 SHOWER �RECESS HOOTER p�p.� z _ (U 9 F40AR VERTICALLY W CANC. L � 4' CONC, REINF. W( 6'x6' WL4>%V& II IM ��LL rol ON 6-MIL POLY ETHYLENE VAPOR BEE ENERGY DOPE FORMS FOR _ - -.� _ RETARDER ON WELL-COCLEAN INSULATION rNIS14 EB • FILL I S RMI1'E 11EAT1MENT' SHALL NE TEXRUIED FINISH DORA-CwRE 8' cm z (Z) 9 RESAR ON CHAIRS GEED DOND BEAM L Irz' G7P wL BD m SLAB AT GARAGE N J M1 WOO EASE TIE VERTICAL REBAR rJ SERVICE DOOR TO VERTICAL ' I J YARIEb PER ELEV. REBAR W 10• HOOK TIE VERTICAL REBAR 0'-0' FIN. FLR TO HORIZONTAL a GROUTED BOND BEAM REAR W 10' HOCK .. - vWl=$ PER ELEv. -. VARIES PER ELEV. z w TOP Ia. a 4' CONC.REIFFORCEP W 6'Xb' NOT USED '°� - - z WL4XWA WLF OR FMRME54 ON - L I 6-MIL. VAPOR RETARDER ON m U YELL-GOMI•ACTED CLEAN FILL. GAs •� 1'y NOT USED a GROUTED BOND REAM TERMITE TREATMENT TO BE i-WASHER POURED LINTEL GONT. (Y7PJ I J' PVC SLEEvE _ BORA-CARE APPLrEP AT a, cm FILLED CELL (TYP.1 FOR GAS LINE L p i nNG U i' P VC CHASE THRl FOOTING ua. 4' (3) 9 REBAR ON CHAIRS 2X U1sYL FRAMRNG 8' OMU I -STORY m WAXY ANCIHOR BOLTS a (4)))'XY' In' DRYWALLU z -0. J-DOLTS MIL 5' W19E71PST W/ 2'X2'XVS' (2) 9 REDAR ON CHAIRS AND NUT SPAYED EVENLY FROM WOOD (3)9 REBAR ON CHAIRS a, FLOOR TO BOND REAM. SET IN JOINTS 2—STORY FOOTING MORTGF`L_M(SLEE`MAVGHORIN SOLID PC uR ACCEPTABLE RETROF(T) - �1 W/ BLOCK WALL EXT. /INT. FRAME WALL TO 1 U SCALE: In"=I'-0' y FCuR MLR. VERTICALLY W ccNc. 5 BLOCK WALL CONNECTION In, �,_®� - SEE ENERGY GODS FORTS FOR 1 SCALE, , _ I A V NBUL TION R ALUEB & cm 4 FOR INSPECTION q CLEANOJ7 REQUIRED GAS LINE THRU BLOCK 1/2' GYP. U_ I50. FOR INd•ECTICN z z 1 . -0 z WOOD BASE L I_ NOT USED Q w 4' GONG, RER•F. W 6•x6' WAXUTAC WUM I." ry ry 1) ON 6-MIL POLY ETHYLENE VAPOR u RETARDER ON HELL -COMPACTED CLEAN 0'-0' FIN. FLR 01-0' FIN. FLR .I `.' U' FILL TERMITE TREATMENT SHALL BE a 0 MORA-CARE TIE VERTICAL REBAR '' •a a TIE VERTICAL REBAR (119 REIM%SET IN SMFT SON HIGH >Ia TO HCRZONTAL TO HORIZONTAL STRENGTH EPDXY 6' E'IBED. mK (Z) 9 REBAR • I -STORY �.. REDAR W 10' HOOK o.. REDAR W O' HOOK (3) 9 REBAR • 2-STORY U ° a' OUTSIDE RE" t0 BE m i' PVc CHASE THRI FOOTIN4 f w . ems_. �•. GGNTIWIOUS = LO L 4' CONC, REINF. W 6'x6' WIAXWL40 (U 9 VERY. DOWEL _ WtM ON 6-MIL POLY ETHYLENE e ° " .a 9 LAPPED IW BOND BEAM - VAPORRETARDER L REDAIR GOR•ERS -STORY HORIZONTAL/VERTICAL • R IkELL-COMPA�GTEp GLEAN FILL a" - - W ZS' LAP MIN, m O .4" © 4�� (2) 9 REBAR ON CHAIRS TERMITE TREATMENT SHALL BE 2'-1' MIN. LAP " ' °-4 (-)TORT HORIZONTAL/VERTICAL REINFORCING AT BORA-CAPE (3) 9 tEBAR ON G-RANI) TYP. RETROFIT FOR PIPE THROUGH REINFORCING F BEARING CHANGE OMITTED DOWELS LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING E:1/) -m E, A �R1REBAR c AT LINTEL CORNERSW/ BLOCK WALL ALL 7EX'T'7ERIOR FOOrr=RS Arr F'IIVISI-I SLAB'S rrO ]B]E MIN. 12" BELOW UNI:)ISTZJR]B7E7D SOIL CONTROL DATE: 07/01/15 41 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 0 F y A F Q 2i sst =zv. at LOT: CREEKSIDE EXPRESS LOT #100 p 04�321 000 ffiODESU 4EFB "FLORA" RIGHT PAi = MONOLITHIC FOUNDATION DTLS/SECTIONS 60 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAY 0 9(1017 11/23/16 1/4"=1'-0 2x4 BLOCKING BETWEEN TRUSSES FIBERL'sLASS SHINGLES OVER WHERE "X" BRACING IS PRESENT 030 FELT PAPER, INSTALLED PER FBCR R905.21 ON �J." O.S.B. FI5ER3LASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR J" CDX - PRE-ENG GABLE TRUSS FIBERCsLASS SHINGLES OVER 030 FELT PAPER At FIRST FIVE BAYS 4'-0" O.C. PLYWOOD SECUIREP PER OVER 030 FELT PAPER INSTALLED PER FBGR (AT SHEATHINGS SEAMS) FASTENER SCHEDULE 11-011 CONT. 2x4 RAT RUN SECURED W/ INSTALLED PER FBCR R9052.-t ON a" O.S.B. TYP. (2) 12d's aEACH TRUSS R90521 ON �r," OS$ SHEATHING OR 2' CDX o- to BE INSTALLED 0 MID. POINT SHEATHING OR" CDX PLYWOOD SECURED PER MTL. DRIP EDGE OF TRUSS SPAN, OR 10'-0" O.C. PLYWOOD SECURED FASTENER SCHEDULE MAX. _ StIFFBAGK At ALL UPRIC:HtS PER FASTENER OVER 4'-10" HIGH (SEE SEALED 2x4 OR 2x6 FASCIA PER SCHEDULE ENG. FOR SIZE AND CONDITION) ELEVATIONS SEE: ENERGY GODS FORMS FOR INSULATION R-VALUES O" VENTED ALUM. SOFFIT MtL. DRIP EDGETYF. PRE:-ENG WD. TRUSS 24" O.G. STIFFBACK At ALL STREN GYPSUMH ABOARD HIGH SEE ENERGY CODE FORMS FOR o-H. MAX. UPRIGHTS OVER 4'-10" PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER HIGH (SEE SEALED ENG. ELEVATIONS MTL. DRIP EDGE GYPSUM BOARD OR J" HIGH CONT. 2x4 RAT RUN SECURED W/ FOR SITE E CONDITION.) 2x4 N R a �. STRENGTH CLG. BOARD VENTED ALUM. SOFFIT (2) 12d's s EACH TRUSS OS•B• SHEATHING OR CDX 24" INTERIOR KNEE 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER LL ELEVATIONS GONG. FILLED LINTEL BLK W/ (1) WEEP SGREED� SEE EENERGsY CODE: FORMS FOR FASTENER SCHEDULE ON SHEET P2 "5 REBAR CONTINUOUS (SEE DETAIL 5/D3) INSULATION R-VALUES OR 1/2" ZIP SHEATHING SYSTEM O ILLED LINTEL BLK W/ (1)VENTED ALUM. SOFFIT (INSTALLED PER MANUF. SPECS.) 1'-0" ' PRECAST LINTEL 2X6 P.T. SECURED t0 5/8" GYPSUM BOARD OR 1/2° BAR CONTINUOUS EMBED• STRAP VERIFY T- - MASONRY W/ I/2 x9 A.B. HIGH STRENGTH CLG, BOARD 1/8" THICK, 3 COAT PORTLAND W/ TRUSS PLAN c.. SEE ENERGY CODE FORMS FOR W/ 2" DIA. WASHERS, -tCEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIRE -STOP EXPANDED GALV D METAL LATH WINDOW ATTACHMENT AS PER 8' OF EA. END, 32" O.C. SEE ENERGY CODE FORMS FOR ON FORTIFIBER JUMBOtEX GRADE WINDOW ATTACHMENT AS PER V THICK, 3 GOAT MANUFACTURES SPECIFICATIONS MAX IN FIELD. " MANUFACTURES SPECIFICATIONS INSULATION R-VALUES D PAPER OVER tYVEK PORTLAND CEMENT BUILDING WRAP (REFER TO PLASTER APPLIED WINDOW ATTACHMENT AS PER STUCCO SPECS FOR COMPLETE GONG. FILLED LINTEL DIRECTLY TO MASONRY BLK W/ ll) 5 REBAR MANUFACTURES SPECIFICATIONS INFORI"IAtIO PRECAST SILL PRECAST SILL OR I/2" ZIP SHEATH SY tE CONTINUOUS (INSTALLED PER MANUF. E ) (1) 05 REBAR VERTICALLY W/ (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL PRECAST LINTEL j PRE -CAST CONK. SILL (SEE WE L D CONC. POURED CELL 5/8" THICK, 3 GOAT F Ix2 P.T. FURRING STRIPS g 24" O.G. Ix2 P.T. FURRING STRIPS a 16" O.G. PORTLAND CEMENT SECURE GABLE t0 x6 P.t. Ix2 P.T. FURRING STRIPS s 16" O.C. PLASTER APPLIED 1/2" GYP. WL. BD. PLATE: W/ 126's 8' O.C. MAX 8" CMU 8' CMU DIRECTLY TO MASONRY WOOD BASE 1/2" GYP. WL. BD. I/2' GYP• WL. BD• 11J REBAR SECURE 2x6 PT. PLATE: TO BLK W/ �— WOOD BASE VERTICALLY W/ GONG."x9" ANCHOR BOLL W/ 2' WASHER I WOOD BASE z ® POURED CELL SET IN SIMPSON HIGH STRENGTH } EPDXY EMBED. MIN. 0 32 Or, a� MAX. V THICK, 3 GOAT PORTLAND j Lu CEMENT PLASTER APPLIED I z Q PIREGTLY TO MASONRY z,� .•.'R 1-STORY •8 1—STORY GABLE BLOCK 1—STORY GABLE NOTE: LOCLW/ VAULT C LG. PER 1=BCR 9V5.2.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT 0)5E CALE: �/4°=1'-0" SCALE: 3/4"=1'-0" 3 BLOCK WALL SYSTEM IS REQUIRED.FOR ROOF SLOPES OF 4.12 OR GREATER, (1) LAYER UNDERLAYMENT IS SCALE: 3�4"=1'-m" PERMITTED BUT MUST BE FER ASTI"'I D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 675l 2X4= E ro BLS �cxa aV 2x4= 2X4® 2X6 P.T. SECURED TO IX4 DIAGONAL BTM. armCUTAPCONS OR DRIVE Fyl!} mr-uF; E To BLOCK W/ SECURE TO BLOCK 1W MASONRY w/ 1/2"xV A.B. w/ -- CWORP BRACING:. (MIN. SHA" IK SIZE .145 TAPCGf49 OR DRIVE PIN TAPCONS OR DRIVE PIN �� SEE PLAN FOR MIN, HEAD 6171E 300 (MIN. SHANK 612E DRIVE (MINI 614ANK 617P .145 2 DIA. WASHERS, 7 MIN. MIN' HEAD 6 MIN. EMBEDMENT 1 YE MIN. HEAD 611E 300 12p 3M a' CN1U EMBEDMENT WITHIN 8' OF LOCATION WITHIN S' OF EACH NOTE: 1 NOTE: STRUCTURAL 2X MUST BE MIN. EMBEDMENT I Y4') NOTE, STRUCTURAL 2X MUST DE WITHIN SMIN. EM N�Ya� 1 NoTE: STWCTURAL 2X MUST BE PRE-ENG'D WOOD 9' Q"IU 18' O.C. MAX SPACING. ON outefoE 4 SECURED T;-!R7uCd4 18' O e' OF EACH END < ON OUTSIDE / SEOW�L 18' Or- MAX 6PAGING. ON OUTSIDE < BECWED�/_11=4,L.Lx4'' P.T. NAILER EA. END, 32 O.G. MAX IN TRUSS (TYP) a 24 R' DRYWALL 2X6 B' Or- MAX BPACttYa T14R711Gd-1 NON-BTRUOTURAL iL' NON-BTRKTURAL ii' TA -CON nala2uGH NCR(-erRucTURAL 9b' 2X6 Ix4 P.T. OR IX4 k4' MIN. SECURE tHRU FIELD. O.C. MAX I'X4' OR I'XZ' P.t. NAILER 6ECWw r0 BLOG'G W/2=1Ne' 2X6s TAf°C-.CN MIN. 1-ye E7'1BEDM9YT ❑ FRAME /EMEND I-Yi INTO BLOCK W/ ❑ Ix4 P.T. OR °Y<'X4' MIN. TAPCONS OR DRIVE PIN MIN N-Yi EMNBEDMB'!t INTO 9EG111� TO BLOCK tAPGON MIN, I-Y4 EFI@EpN'EWt SECUI� t0 altaoK Nro BLOM �,' YAPGCNS oR DRIVE PIN SIMPSON 6ECU1* rHRU FRAME 1 BLOCK INTO BLOCK. IY/i-V4' 7APG@�6 OQ (MIN. SHAH . 01M .148 UV2-'Jb' TAPCOIia OR EVE PIN (MIN. SHANK 812E .145 HETA-I6 EXTEND I-Y4' INTO BLOCK MIN. HEAD 612E 300 :CMU PIN CMIN. 9HANC 612J= y45 MIN. HEAD SIZE 300 a CTYP) VERIFY W/ %' iAPDONS OR DRIVE lMIN. 0-1 N 612E 14B ' CMU MM. EMBEDt'IENT I-Y4' MIN. EMBEDMENT I Ya') DRYUTAL.L 'CMU MIN. HEAD 612k 3� PIN WITHIN B' a= EACH END t MIN° HEAD 612E 300 'DRYWALL MIN. EMBE ' DRYWALL WITHIN 6 OF EACH END 4 10' O.G. MAX W/ TRUSS PLAN (MIN. SHANK SIZE .145 'X4' OR I'k?' P.T. NAILER MIN. EMBEDhIENT I Y4') DMENT I Y4') SPACING MIN. HEAD 612E 300 18' O.G. MAX SPACINGS. WITHIN 8' OF EACH END 1 'X4' OR I'Xl' P.T. NAILER WITHIN 9' OF E,ggGµ ENID 1 I'Xd' OR I'XZ' P.T. NAILER MIN. EMBEDMENT IA' 2XB� IS' OL. MAX SPACING. Is, OG MAX $PACING. WITHIN B' OF EACH END 1 SECURE TO BLOCK W/J='%L`' 74' OAS. X 4' MIN. 2x6 B' O.O. MAX SPACING TAPCON6 OR DRIVE fMF'f DOOR CASING 2)0� , SECURE TO 7P.' OB1a. X 4' MIN. DOOR CASING DOOR CASING (MIN. SHANK SIZE J45 0ECURETO BLOCK IS OR IDRK�M DOOR CASING, TAPCON6 EVE plIN4' DOOR CASING MIN. HEAD 81,2E 300 DOOR JAMB OR WINDOW lMIN. BHMK DOOR JAMB OR WINDOW DOOR JAMB OR WINDOFU (MIN. SHANK SIZE J45 DOOR JAMB OR WINDOW Ali -� DOOR JAMB OR WINDOW ATTACH TO IX PER MANUFA.CTURIES ATTACH TO 2X PER MIN. ENiBEPI'1EI4T I Y<') ATTACH TO 7X PER MIN HEAD SIZE 300 ATTACH TO 2X PER MIN. HEAD 81a 300 ATTACH TO 2X PER DETAILS. ' WITHIN a' Or EACH END 1 MANPAV URE6 DETAILS. 1 . MANUFACTURIES DETAIL6. MIN. Ememom"T 1 Y4) MA%PACTUR M DETAILS. MIN. IN 5'E - RA I Y4') MANUFAGIUTo DETAILS. B' OG. MAX SPACING. WITHIN 8' Cc EACH END 1 WITHIN 8' MAXSACµ END < NOTE: SHIM A.8 NEEDED rG PLUMS NOTE OHM A6 NEEDED Y4 PLUMB NOTE: SHIM AS NEEDED A PLUMS NOTE, BRIM AS EXCNEEDED TO PLUMB I8' Or- MAX SPACING. NODE: BRIM AS NEEDED TO PLUMB IB' O.C. X SPACING. JAMB (DO NOT EXCEED Yi) JAMB (DO f40T EXCEED Y4') JAMB (DO NOT EXCEED Y4) JAMB l00 NOt EX� Y4) JAMB (DO NOT EXCEED Yi ) DOOR JAV3 TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15//16" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLACK +3-7/18' DOOR JAMB TO BLACK +9/4 OR +6/4 inl ADVDOW 1aD BLACK +3/4 OR +5/4 WIRDOW TO HLOCR +1-15/SB" /� WDYDOW TO BLOCK +3" WtRDO1f TD HLACK +3-7,W WDPDOW TO BLACK +9/4 OR +5/4 3/9'=r-0' J E: 3/8'"I'-0' 2X4m 2X4:- SECURE TO BLOCK W/ %' 2X4m SECURE r0 BLOCK W/ i(`' 2X4: TAPCONB OR DRIVE PIN SECURE TO BL TAPCONS OR DRIVE PIN SECURE 70 BLOCK W/ (MIN. SPANK. SIZE J46 tAPCGN6 OR *vKI PM TAPCONS OR DRIVE PIN CONK, POURED (MIN. SHANK 812E .146 MIN. HEAD SIZE 300 (MIN. SHANK SIZE .Wa MIN. HEAD SIZE 300 (MIN. E APS SIZE 0 MIN. EMBEDMENT I Y4) WITHIN MIN. HEAD SIZE 300 LINTEL GouRSE MIN. FEAR 612E 30® MIN. EMBEDMENT I Ya') WITHIN MIN. EMBEDMENT I Y4) WITHIN 9' or EACH END 1 B' OG. MIN. EMBEDMENT I YEJ NOTE: STRUCTURAL 2X MUST B' OF EACH END / 18' O.G. MAX SPACING. NOTE: STRUCTURAL 2X MUST WITHIN 9' OF EACH END 1 MAX SPACING. 6' OF EACH END 1 IS' OA NOTE: STR C-TURAI 2X MUST 2J6m BE ON OUTSIDE 4 SECURED 16' O,C. MAX SPACENG. BE ON OUTSIDE 1 SECURED 2X6:m MAX aPACINKs ON OUTSIDE 1 8ECU1'€D aECWlm TO BLOCK THROUGH DON -STRUCTURAL 2X6! THROUGH NON-STRICTURAL SECURE TO BLOCK Wn-%' 2X6= THROUGH NON-S111W_'T6RAL UVZ_S%' tA,PCONS OR %' TAPCON MIN. IA' SECURE TO BLOCK W/1-1/4' %' TAPGON MIN, I-Y4 8ECU1� TO BLOCK W/2-%' TAFArCN MIN. 144- EMBEDMENT INTO BLOCK EMBEDMENT INTO BLOCK "a RIND SHANK GUN NAILS TAPGON6 OR DRIVE PIN TAPOONS OR DRIVE PMI � DRIVE PIN TAF'CONB 0R DRIVE PIN T.OF 4 EOTTON E�CxEs (MIN. SHANK SIZE .145 (MIN. 6HANK SIZE .145 EMBEDMENT INTO BLOCK (MIN. 8HANK SIZE .145 (MIN. SHANK Sf21 .145, IX4 SYP LATERAL MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD 812E 300 MIN. HEAD 612E 300 , MIN. EMBEDMENT IYa') V CMU RE-INFORCINGs 36 O.C. MIN. EMBEDMENT I Y4') WITHIN , MIN. EMBEDMENT 149 MIN. EMBEDMENT I Y4') V CMU WITHIN a' M EACH I=ND 4 B' CMU e' fJF EA.GH END 1 ID' O.C. B CMU WITHIN V GP EACH END I�kp' OR I kZ' P.T.NAILER WITHIN S' OF EACH END 4 )i' pRYUTALL MAX W TRU55 BTI`1. IB' OC. MAX SPACING. lY DRYWALL MAX SPACING. ❑ 14' DRYWALL 4 V OG. MAX SPACING. 18' O.C. MAX SPACING, ❑ I'X4' OR I'X?' PT. NAILER CHORD, SECURE W/(3) 10d I'X4' OR I'X2' P.T.NAILER 2XB:m ND 2X SECURE TO 2X8:m I'X4' OR I'X2' P.T. NAILER 2X0� STRiCTURAL. MEMBER 2X8» R GA61N's W2-VE r0 BLOCK SECURE t0 BLOCK WAP-V4' ' P.T. X 4' MIN. NAILS + EA. TRUSS SECURE TO BLOCK WQ-'/fi' AalNux SECURE r0 BLOCK LLV2-'9i' W(r212d WITHIN 9' OF EACH TAPCONS OR DRIVE F'IN TAPGON6 OR DRIVE PIN W/J-'i{�' T,4Pr"ONS oR tAPGONB OR DRIVE PIN CA81PYs CHORD DRIVE PIN END / 6' TO 8' O.G. MAX (MIN. SHANK 612E Jd5 (MIN. SHANK 612E .148 (MN. aH'P 81� .145 � GABLE END BRACING MIN. HEAD 8fM 300 CA'OMAC�C4'1`0 OJAMB OR WINDOW MIN. HEAD 812E 300 POOR JAMB OR WINDOW (MIN. SHANK 61YE .145 CASING MIN. HEAP SIZE 300 MIN. HEAD SIZE 15M DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) WITHI mA%pA 2X PER MIN. EMBEDMENT I XIS- WITHIN ttACN TO 2X PER MIN. EMBEDMENT I Y4') TTAC4 t0 2X PER WITHIN S' (OP EACH END 4 ATTACH TO 2X PER J u - i - u B' OF EACH END 1 18' O.C. MANUFACTURES DETAILS. 9' OK EACH END 1 IS- OL. MANUFACTIJREB DETAILS. WITHIN 0' GF EACH END 1 MANUFAGTUIiEB DETAILS. 18' O.G. MAX SPACING. NXFAGTURES DETAILS. Q SCALE: IIZ - I MAX SPACING. : 841M AS NEEDED TO PLUMB MAX aPACINGa. NOT& SHIM A6 NEEDED TO PLUMB Is' O.G. MAX OPACING. NOTE, 614IM AS NEEDED TO PLUMB NOTE: SWIM AS NEEDED r0 PLUMB Y . JAMB (DO NOT EXCEED 449 JAMB (DO NOt EXCEED 41) JAMB (DO NOT EXCEED Y49 JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLACK +1-1 2" DOOR JAMB TO BLACK +2 DOOR JAMB TO BLACK +3" DOOR JAMB TO BLOCK +3 3/4" �n>1 WLIiDOW TO HLOCK %>1 WCNDOW TO BLACK +2 1 4 /-�1 11DQDOW TO HLOCK +3' H WIYIDOW 10 HLACR +3 3/4" SCALE:3/5VT1O 0' •• SCALE:3/8'= 1'-0' `' SCALE: �aGALE: FASTENER SCHEDULE zw ®,,� „o�,M NAIL REQUIREMENTS TOP CORD BLocKING At 4' w USE '1/I6" OS$. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6' OC. At ROOF SHEATHINGTOTOG ATE E END FRAMES. SEE SIZE HEAD LENGTH DIA. ENSILE STR. O.G. MAX. IN FIRST 2 FRAMING Y NOTE: EkT. SHEAT! LING ATTACF�MENT SPACES AT EACH END. FOR Si -EAR 4 UPLIFT (OS$. TO BE STR6JGTURALINTEz ROOFESHEATHR OR T INCs—�� NO G�UIREDEEXOGE�Pt • OPESNNKsB TUD TO PLATE ARE o y SP O \ m o EDGES I O.G. MAX a EDGES 4 12' OZ_..,_ v' ,w .... _..... .., _ Sd ROUNDIMODIFIED T 1 1/8" J13 1'I0,D00 10d ROR OUND MODIFIED OR T 2 I/8' .128 110 00 LLSE 08 GUN NAILS 1p 4" O.C. NOTE; NAILS TO BE MIFG. BY MEMBER OF INT. Y P SHANK TO EXTEND BEYOND' v_ `° ®b' OC. IN FIELD STAPLE, NAIL 4 TOOL ASSOCIATION u i w THICKNESS OF SUB -FLOOR z EXTERIOR SHEATHING 1. 0.113 INCH NOMINAL SHANK DIAMETER Z 0 0 m o USE I/2' CDX OR i/16' OSB PLY WITH 8 RING SHANHG GUN NAILS AT 6' OG. At O r SHEATHING Y PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM 2 RING DIAMETER OF 0JDI2 OVER SHANK DIAMETER J q PANEL AND 08 RING SHANK GUN NAILS AT 6' O.G. AT 3,16 TO 20 RINGS PER INCH D v INTERMEDIATE SUPPORTS. SEE DETAIL. 4. 0280 INCH FULL ROUND PI=AD DIAMETER m ROOF SI NEAT{ INCz LAYOUT OR I/2" TIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 5.2 INCH NAIL LENGTH AND ENDWALL BRAGINC NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN BUILDING LENGTH a TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO TYP. EXT. SHEATHING ATTACHMENT FOR ROOF ACCEPTABLE FASTENER PROM ANY MANUFACTURER FOR C�A�LEND FRAMING ALL EXPOSED MEMBERS SHEATHING (O.S$. TO BE STRUCTURAL GRADE) A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h w +J w t 0 F 0. w Q ti A sii'sa�w Qe LOT: CREEKSIDE EXPRESS LOT #100 PMMWT# 04321.000 atom 4EFB "FLORA" GARAGE 8Wnq@: RIGHT PAIL'S'; SHINGLE MONO. SECTIONS & DETAILS 60 MPH EXP. C ARCHMECT: STATE OF FLORDA MAY 0 11Y23/16 1/4"=1'-0" PfBERGLASS SHINGLES LUOOD SHEATHING OR ZIP 5HEATHING SYSTEM OVER 030 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN ( INSTALLED PER MANE=. SPECS.) R905.2.7 ON J' OS.B. TRUSSES AT FIRST (5) 771 WRB LAYER 01, SHEATHING OR I" CDx BAYS 4'-0" O.C. (AT STUCCO WRAP PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHINGSEAMS.) WRB LAYER02, FORTIFIBER PER FASTENER EMBED. STRAP 030 FELT PAPER INSTALLED x5 BUILDING PAPER SCHEDULEVERIFY W/ TRUSS PER FBCR RW5.2.-t ON ' METAL LATH PRE-ENG WD. TRUSS PLAN O.S.B. SHEATHING OR 1' CDX FRAME TO ` 24 O.C. MAX. PLYWOOD SECURED PER BLOCK FASTEN TO U100D STRUCTURAL FASTENER SCHEDULE i CONNECTION MEMBER 7" O.G. MAX MTL. DRIP EDGE SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE + PRE-ENG WD. 7RU55 24" O.0 SEE DETAIL 15/DI - INSULATION R-VALUES 7/8 TEXTURED 2X4 OR 2X6 FASCIA �N" ~"�_ 2X4 OR 2X6 FASCIA 5/8" PER ELEVATIONS GYPSUM BOARD OR 1/2" MAX. � - RUSS PER ELEVATIONS HIGH STRENGTH CLG_ BOARD F1N151 4 m U100D CONT. 2x4 RAT RUN SECURED �� x VENTED ALUM. SOFFIT DOUBLE TOP PLATE VENTED ALUM. SOFFIT SEE2ENE s Y GO H FORMS FOR r x "M" TYPE CONTROL JOINT RG DE T''I'. WINDOW HEADER SIZE VARIES 1/2' CDX OR 7/16" —,, INSULATION R-vALUES OSB SE o.H. PER WINDOW OPENING SEE ROOF TRUSS UPLIFT ro" METAL LATH STRIP CURE TO �`- \ HEADER SPAN CHART FOR WALL PER 5/8" GYPSUM BOARD OR CONNECTOR NOT 1/2" CDX OR 7116x. ` SECURE t0 WALL PER FASTENER BOARD CLARITY (SEE �o" WIDE STRIP SELF FASTENER. SCHEDULE WINDOW ATTACHMENT AS PER SCHEDULE ON SHOP DWGS.) ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEET D2 DouBLE TOP PLATE _ ADHESIVE FLASHING, CLEAN OR 1/211 ZIP SHEATHING WINDOW HEADER SIZE VARIES MASONRY BEFORE APPLYING OR 1/2' ZIP SHEATHING WINDOW SILL SYSTEM (INSTALLED PER WINDOW OPENING SEE \x SYSTEM (INSTALLED PER 2x6 STUDS 0 16" O.G. MAX W/ PER MANUF. SPECS.) HEADER SPAN CHART FOR TEXTURED MANUF. SPECS.) INSUL., SEE ENERGY CODE DETAILS 116" THICK, 3 COAT FORMS FOR INSULATION FINISH MASONRY R-VALUES 7/8' THICK, 3 COAT MANDI�ACTURE9HMSPENGIFIGATION6 EXTERIOR WALL CEMENT PLASTER CEMENT PLASTER I SHEATHING l5EE all CMU APPLIED TO METAL' t t G SUBFLOOR GLUED AND APPLIED t0 METAL WINDOW SILL NOTES) FASTEN EACH STUD LATH OVER 2 LAYERS SCREWED AS PER FASTENER LATH OVER 2 LAYERS 2x6 STUDS a 16' O.G. MAX W/ TO DBL. TOP PLATE OF GRADE "D" SCHEDULE ON SHEET D2 OF GRADE "D" INSUL., SEE ENERGY CODE W/ USP SPt24 NAIL BUILDING PAPER OR BUILDING PAPER OR T FORMS FOR INSULATION PER MANUF. SPECS. PAPER BACKED LATH NOW PAPER BACKED LATH R-VALUES OVER AN HOUSE WRAP OVED OVER AN APPROVED HOUSE WRAP° t t G SUB FLOOR GLUED AND SCREWED AS PER FASTENER SECTION AT T O P SCHEDULE ON SHEET D2 0]F' EXTERIOR WALL VERTICAL CONTROL BETWEEN DETAIL 5 4)DIS' IMILAR MATERIALS SCALE: NTS PRE-ENG FLOOR TRUSS SCALE: 3"=1'-®° (INSTALL PER MFG. SPECS.) GONG. FILLED LINTEL" GYPSUM BOARD OR J' HIGH DETAIL 5 PER MANUF. Na SYSTEM (INSTALLED 5PEG5) OR BLK W1 (1) 05 REBAR STRENGTH CLG• BOARD CONTINUOUS IX2 NAILER/D'iFt STOP PRE-ENG FLOOR TRUSS WOOG1GHEATi-ifNCt (INSTALL PER MFG. SPECS.) .' WRB LA'41= ' GYPSUM BOARD OR HIGH ;.,. STUCCO WRAP SEE ENERGY POPE FORMS FOR STRENGTH CLG. BDARp INSULATION R=VALUES IX2 NAILER/DRAFT SLOP WRB LAYER 112, FORTIFIBER RECAST LINTEL BUILD INCx PAPER P CONC. FILLED LINTEL BLK W/ (1) +5 RED METAL LA WINDOW ATTACHMENT AS PER AR CONTINUOUS THICK, 3 GOAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS FOR WOOD ` . 7/8" TFXTURED PORTLAND CEMENT PRE -CAST CONCRETE SILL INSULATION R-VALUES CONSTRUCTION i "'�"�EINISI-I WOOD PLASTER APPLIED PRECAST LINTEL L DIRECTLY TO (1) "5 REBAR VERTICALLY WINDOW ATTACHMENT AS PER x FASTEN TO WOOD STRUCTURAL MASONRY W/ CONC. POURED CELL MANUFACTURES SPECIFICATIONS MEMBER e rt O.G. MAX 5/8' THICK, 3 COAT S CMU IX2 P.T. FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL ' 3/4" T < G SUB(=LOOR GLUED STRIPS 0 24" O:C• PLASTER APPLIED " ys" TO Yz" MID -WALL AND SCREWED AS PER 8" CMU DIRECTLY to (1) 05 RI=I5AR VERTICALLY WEEE SCREED FASTENER SCHEDULE ON 1/2" GYP. WL. BV• MASONRY W/ GONG, POURED CELL ! SHEET D2 Z u ;jr WOOD BA5E IX2 P.T. FURRING 4, - Z Q STRIPS i 24' O.C. FIN. SLR 8 c M FASTEN EACH 2X4 RIBBON W/ o m'. 1G, L. p. (5) 12d NAILS -9 EACH TRUSS, u z ,t WOOD 545E 6" WINE STRIP SELF RIBBON t0 BE P.T. 4 04-� ADH3=SIvE FLASHING, CLEAN PRE-ENG FLOOR TRUSS _ FIN. FLR MA50NRY BEI=ORE APPLYINGx (INSTALL PER MSG. SPECS.) ..:. j • ,� CON(. FILLED LINTEL BLK W/ ' � TEXTUlRED (1) +'S REBAR CONTINUOUS 2—STORY 2—STORY L, FINISI4 tv MASONRY WALL WALL L' ° r < WEEP SCREED DETAIL C RIBBON l SECTION SECTION WOOD TO BLOCK CONNECTION 6 FAS TEING DETAIL SCALE: 3/4=I'-o' SCALE: 3/4"=1'-0" SCALE: 3"=1'-0" CONTROL DATE: 12/13/12 SCA: 3/4"=1'-0° FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES _ OVER #30 FELT PAPER OVER Ill FELT PAPERNOTE*-I I I INSTALLED PER FBCR INSTALLED PEER FBCR PRE-ENG GABLE tRU56 xrt EXTERIOR WALL stuns ; @@ PLACE STRAPS SPACED 5PF STIFFBACK (SEE 5EALD TRUSS SPF STIFFBACK (SEE 5EALp TRUSS DIAGONAL BRACE 'm (WALL S4EATHING NOt�� d Y AND FASTENED AS R905.2.7 ON ' OS B. R905 2.7 ON ' O S B. SNOIW FOR CLARITY) 16 d SHOUI1 WITH ONE ENG. PACK FOR SIZE t CONNECTION) ENG. PACK FOR SIZE t CONNECTION) CENTER OF TRUSS ADDITIONAL SCRAP At SHEATHING OR i" CDX SHEATHING oR }' CDX ? 2x4 SPF BLOCKING BETWEEN 2x4 SPP BLOCKING BETWEEN SPAN OR HIGHEST asTEN stubs to BLoc1c WALL , � , ; EACH WINDOW KING 9tI1D PLYWOOD SECURED PLYWOOD SECURED WITH USP MSTA48 STRAP WITH TRUSSES AT PIR57 (5) BAYS 4 -0 TRUSSES At FIRST C5) BAYS 4 -0 RIDGE. DIAGONAL FASTENERS AS s40u>H. INSTALL PER FASTENER PER FASTENER g O.G. (AT SHEATHING SEAMS) O.G. (At SHEATHING SEAMS) BRACE t0 BE ANY STRAP • Ea END a SPACE ; I ; : MIN CIO) Imd COMMON NAILS SCHEDULE SCHEDULE SPAN 15'-0" OR STRAPS AS FOLLOWS: INTO STUD (0.148 DIA X I IR' MTL. DRIP EDGE DIAGONAL BRACE a 160 MP4 G': 32' C.C.3, MTL. DRIP EDGE GREATER REFER TO LONG) CENTER OP TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRUSS ENG. FOR -I90 MPH 5': 48' C.C. PRE- SS 4 PER ELEVATIONS PRE-ENG Wp. TRUSS 24 ADDITIONAL Id0 MPH c' 48 o.c. I I 2X4 OR 2X6 FASCIA HIGHEST RIDGE.DAINSPAN - w O.G. O.C. MAX. BRACE TO BE SECURED W/ (3) 12d r, HORIZONTAL TRUSS TOP of STUD WALL PER ELEVATIONS 5'-0' OR GREATER REFER NAILS REINFORCEMENT. aoLE PLaTe ^ '^" ^^^'^"�'FILL ALL REMAINING STRAP SECURED W/ (3) 12d SECURE TO TO TRUS5 ENG. FOR SEE FASTENER SECURE TO 0'-0" TO 301-0' (1) HOLES w/ 10d NAILS INTO SCHEDULE ON SHEEEt WOOD BACKING NAILS TRUSS W/ ADDITIONAL HORIZONTAL TRUSS W/ X-BRACE — 1/2" CDX OR 7/t6' OSB (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1. TO 60'-0" (3) eo DO NOT PLACE SCREW IN FASTENER PATTERN NAILS 9c-BRACE (1) X-BRACE TOP HOLE NEAREST To TOP SECURE t0 WALL PER NAILS TOP of °F cMu BLocK waLL FASTENER SCHEDULE 0'-0" TO 30'-0' (1) 1/2' CDX OR 7/16" 035 0 CENTER AND (2) MASONRY WALL --•-• _.... X-BRACE CURE TO WALL PER BRACE DIVIDED cONNEct BottoM of ON SHEET D2F� OR I/2" ZIP SHEATHING 30'-1' TO 60'-0' (3) FASTENER SCHEDULE ESTRAP To FROM CENTER = STRAto cMU BLOCK WALL SYSTEM (INSTALLED PER X-BRACE (I) X-BRACE ON SHEET D2 j L � � ai CENTER AND (2) R 1/2' ZIP SHEATHING �� " '� �� y�` �`� I �? Lor1�TaPcoN hAsoNRY MANUF. SPECS.) CMU BLOCK WALL scl�uurs BRACE DIVIDED SYSTEM (INSTALLED PER 2-STORY WEEP SCREED, SEE CONT. 2x4 SPP RAT RUN SECURED W/ CONT. 2x4 5PP RAT RUN SECURED W/ EQUALY FROM CENTER ANUF, SPECS.) � GABLE END DETAIL 5, SHEET D3 (2) 12d's is EACH TRUSS t0 END 2X4 W/ 3/8' X 5 LAG l2J 12d s EACH TRUSS 2X6 P.T. SECURE W1 (2) 2x4 02 S.Y.P. DIAGONAL BRACE W1 e3211 O.G. MAX. OR (2) 2x4 02 S.Y.P. DIAGONAL BRACE W1 1/2"X9' ANCHOR (3) 12d's a EACH TRUSS DIAGONAL GABLE SIMPSON M5TA-24 a (3) 12d's ID EACH TRUSS DIAGONAL CROSS BOLT 32" O.C. MAX. X-BRACING TO COVER 5-TRU55E5 32' O.G. MAX. X-BRACING TO COVER 5-TRUSSES EXTERIOR STUD WALL CONNECTION NAIL GABLE TO 2X6 X—BRACING DBL TOP PLATE 5/8° GYPSUM BOARD OR 1/2' HIGH 8 BRACING TO FIRST FLOOR MASONRY WALL W1126 NAILS 6" O.C. STRENGTH GYPSUM BOARD D I/2 HIGH SCALE: 3/4"=1'-0" SCALE: 3/4"=I'-011 MAX. STRENGTH CLG. BOARD 2X STUD 16 O.G. MAX. STRENGTH CLG. BOARD 3 SCALE: Nt8 A R C N I T E C T S G%��D�si: n 05 "Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W cn w U w 0 0. tj cl strA DM. ae LOT. CREEKSIDE EXPRESS LOT #100 Frnoj CT# 04321.000 bwDu 4EFB "FLORA" GAI%Aoz sw2a: RIGHT PIS M SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES WIL-160 MPH EXP. C ARCHITECT: STATE OF FLORDA IVIAi 014 20 it Dg `. 11/23/16 DC 1/4" NOTE: NAIL 5I4EAT4NG TO ALL 2X 45 f ER EXT. 5NEATNING NAILING, 56 4" O.G. MAX EDGE5 4 6"-5" O.G. MAX IN THE 1=I=LD 2x RIDGE ONE SIZE LAIR SECURE 2x6 MIN. TO BLK W/ (2) "X8' A -BOLTS 4' EMBEDMENT MIN. THAN RARER SITE W/ 2'k2"kYa WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) 12d NAILS OR A DBL. TOP PLATE GARAGE DOOR Hp IN JOINTS PRIOR TO FILLI lG MIN. (4) 1041 GUN NAILS DBL TOP PLATE 2X4 16" O.G. MAX. --�` '— _ _ 0 2x4 COLLAR TIE AT EVERT OTHER RAFTER W/ 2X4 Irv' O.C. MAX SECURE 2X4 TO MIN. (3) 12d NAILS OR r� L WOOD W/2-12d • 6'-8' MIN. (4) 10d GUN NAILS OL. STAGGERED 2x RAFTERS n SECURE 2X4 W/ 2-1/4' SECURE 2X4 W/ 2-' TAPCONS OR DRIVE PIN TAPCONS SI DRIVE PIN Ix8 NAILER SECURE TO tRU55E5 (MIN. SHANK SITE .145 MN. (MIN. SHANK 912E .145 MIN. o o BELOW W/44 HEAD SIZE WO MIN. HEAD 912E 300 MIN_SECURE 2x4 ON (2) 12d NAILS OR EMBEDMENT I Yl W/IN 6' EMBEDMENT I Ya' W/IN 8' FLAT TO BLK (3) 1" GUN NAILS • EA. TRUSS EA END NOT TO EXCEED BT. PLA EA. END NOT 18 C.CC.MAX ARGI-IWA1' W/ GUT NAILS. 16, O.C. MAX SIDES: 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 BT. PLATE ® VXV A -BOLTS 4' EMBEDMENT MIN. H CREATE VOID FOR STRAP 2X4 SOLI I W/ 2'X2'A WASHER AND NUT PENETRATION SECURE To t 1/2' GDX SPACED EVENLY FROM FLOOR TO 2X4 SOLID L 1/2' CDX WITH MIN. 2-12d BLK GARAGE DOOR 1-IDR IN JOINTS ROOF DECKING OVER SECU SHE TH E NO PRIOR TO FILLING. PRE-ENG TRUSSES 1-2X6 PT BLOCK • CENTER OF WITH MIN. 2- K.PRE-ENIG. TRUSS E ND EXTERIOR ARCHWAY EXTERIOR ARCHWAY DOOR {-IEADER WKI)JVXS' J-BOLTS ( `7 � 4' EMMDMENT 6W 2"X2'4' WASHER ® ALTERNATE RAFTER TO 5LKG �1 CONV. FRAMED ROOF WITH WINDOW �' SCALE: 1/2"=1'-0' AND NUT. MSTA-24BWEEN'RU5SE5 `i SCALE: IR =I -0 SCALE: 1/2'=1'-0' 2X4 SECURED TO • 1175 UPLIFT GABLE ENG W/12J12d C NOTES: 0 6'-8' O.C. ALL ANCHORS SHALL BE IN ACCORDANCE TO j 2X4 SECqWMIV MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE GABLE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR It 30000' %{v�BUCK ATTACHMENT \ - U SCALE: 1/2'=1'-0" • GSLSE LOCKING COX PLYWOOD TRU\ 2x4 BLOCKING A • EA. RAFTER \ RAFTER l H2B EA. RAFTER uu 2� TER U, j • 24' O.C. 4 FRAMING (TT'P) 5 CLOSED VALLEY FLASHING DETAIL FRAMED OVERHANG N.TS. N.TS. 2X4 DBL. SP4032' O.C. MAX 2%4 DEL, 2X4 TOP PLATE I/2" GLG. BOARD TOP PLATE TOP i HOTTPL ZrRE- FAD PRE-FAB ARE-FAB 1/2" CLG. BOARD TRUSS -, TRUSS 1/2' CLG. BOARD T#mSS TRUSS I/2" GLG. BOARD CONT. METAL 2X4 WOOD Imo' DRYWALL ^ TRACK$, TOP i STUDS •I6' 010 BOTTOM O.C, U.O.N. 1/2' DRYWALL 1/2' DRYWALL 2X4 CONT. 2X4 WOOD T• S STUDS •16" 86 BLOCKING O.C„ UON. iLOCKING 2k4 WOOD CHANNEL °.�-IAPPED MID -WALL MID -WALL SECURE BT. PLATE SIDS 024' STUDS LATER Or O.C. UJY SECURE BT. I/2'kg' t0 SLA$ W/ 10d TYPE GYPSUM PLATE TO SLAB 32' T MASONRY NAIL • WALLBOARD W/ 10d MASONRY I/2 DRYWALL T 32" O.C. MAX ATTACHED TO EACH NAIL • 32' O.G. 2X4 PT. SIDE • 12' OC. MAX SEE FOUNDATION SLATE GONG 5LA5 FOR DETAILS GONG. SLAB CONC. SLAB .SLAB SEE FOUNDATION— • • FOR DETAILS SP4.32' O.C. Max 1—STORY 1—STORY 1—STORY 1—STORY TYP. INT. WALL INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL METAL STUDS v(N9UPLIFT) (W/ UPLIFT) (NON—BRG.) _ (NON—BRG.) SCALE: I/2'=1'-0" SCALE: 1/2'=I' 0" 8 SCALE: 1/2'=1'-0' 8C SCALE: 6'-0" OPENING a ,, a ° PRECAST LINTEL a ° 4 L u —4, 4 n. ° / j 4 4 TO SECURE= TO FRAMINGO, NEED MIN 1 1/2', LESS THAN ° 1 1/2', WINDOW MUST 5E SECURED TO 5LOCK 2x4 BLOCKS J SECURE 2x TO BLOCK W/ (2) 4'x3' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) 4 ° (MIN EMBED. 1 4") 4 WITHIN 8" OF EACH END AND 15' O.C. MAX SPACING. ° GMU WALL a _ 4 4 9 Q ARCH WINDOW FRAME E -El: HEADER SIZE PER SPAN CHART. DOOR OPENING i PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ SIMPSOM HTSM20 FRAMING PLAN W/10 10d TO TRUSS OUSLE TOP PLATE AND (4) 1/4' x 2 1/4" TAPCONS TO CONT —CRIPPLE STUDS • I6' O.C. POURED LINTEL MAX SIMPSON L87A=12 • EA. JACK » MOO UPLIFT STUD, BOTH SIDES OF (2) SIMPSOM HTSM20 OPENING. INSTALLED ON OPPOSITE FACES OF BLOCK WALL 2x STUDS • 16' O.G. MAX W/ W/10 10d TO TRUSS SHEATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4" WITHIN;' OF WINDOW/ DOOR TAPGONS TO GONT OPENING AND SECURE PER POURED LINTEL NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS PRE-ENG TRUS8 AND 51=ECIFICATION) --JACKS (SEE HEADER SPAN CON I CHART FOR DETAILS AND HEAM SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END < NO MORE THAN 12' O.C. STAGGERED 1/2"xg' A.B. MIN. i' EMBEDMENMT V FROM EACH TYP. INTERIOR END 6 32' O.G. MAX. DOOR OPEINTING WD FRA 6P4 OR 148 • TOP AND 1 SCALE: 1/2"=1'-0' BOTTOM PLATES • EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. LINE OF SLAB TAP CONS MIN. V COVER 2' APART TRUSS ANCHOR 12 RETROFIT N.TS. «5 REBAR VERT. IN CORNER BEAD SOLID GROUTED CELL SEALANT t BACKER ROD 5/8, THICK, 9 COAT. CEMENT PLASTER / 8' CMU SEE / '— UCTURAL FOR APPLIED STRUCTURAL \ DIRECTLY TO REINFORCEMENT MASONR'r . -2x6 P.T. LLD \ ATTACHED TO FILL x CELL AS PER xx PRODUCT ' SPPROVAL REO. �i FRCt'1 I-tIAMI-DADS ,i, COUNTY WEATHER STRIP -. ' MOULDINW ALL x ; , , . •y .. :. AROUND (BY =_ DOOR MANUF.) GALV. STEEL- _ TRACK BRA21ZTS --- FASTENED TO WOOD JAMB W/ GALV. STEEL-- I/4' LA/� OVERHEAD DOOR SCREWS VERTICAL TRACK I' MIN. BY OTHERS BY MAUF. SLIDE 1ASTENED TO ROOM SCALE: 3/4"=1'-0" W/T 1/41--20X°/2`1`ETs U3,�GARAGE DOOR JAMBS CARRIAGE BOLTS SCALE: 1/2"=1'-0' AND LOCK NUTS. Tp9US5 t0 WOOD FRAMING SIMPSON Mr5-12 PRE-ENG TRUSS PRE-ENG. TRUSS - DOUBLE TOP PLATE n 2x CONTINOUS STRESS DBL. 2X TOP PLATE z SP4032' O.G. MAXJ BLOCKING MID WALL 1/16' 2x STUDS • 16' O.G. MAX, OR I/2' ZIP SHEATHING U.O.N. SYSTEM (INSTALLED PER MANLP. SPECS.) i' T t G SUBFLOOR GLUED 2X BLOCKING • AND SCREWED AS PER TOP OF FASTMSCHEDULE I/2' GDX IST FLOOR R STUDS TO 2N 2ND FLUDS 2X STUDS 16' O.G. MAX SIr1P T -36 • 32. 2X BTM. PLATE 0 3/4' FLOOR DECKING MSTA-36 32' O.G. MAX PRE- E F 1 ER PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE PRE- INEERED FLOOR TRUSS 2x CONTINOUS STRESS BLOCKING MID WALL OI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 2x STUDS • 16' O.C. MAX, W/ 1/4" GAP FROM ELK TO 0,525. U.O.N. 1/2' GYP. WL. BD. O HORIZONTAL 2X S.F.F. STRUCTURAL BLOCKING AT SECURE BT. PLATE TO PERIMETER OF 0.5$. TO PROVIDE CONT. NAIL PATTERN SP4432' O.C. MAX SLAB W/ }'xg" ANCHOR REMAINING AREA TO BE SHEATHED FROM DBL TOP BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON HIGH STRENGTH ° EPDXY 7" EMBED. MIN. d SHEATHING • 70P OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW • : • • SIMPSON SP4 • 32' O.G. MAX Q5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS NINE I I � PRE-ENG TRUSSES W/TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE PRE-ENG TRUSSES OR CONY. FRAMED RAFTERS CRIPPLE STUDS • 16' O.C. MAX PRE-ENGINEERED SIMPSON LSTA-12 • EA. JACK TRUSS STUD, BOTH SIDES OF OPENING. 1"f -12 2x STUDS • 16" O.G. MAX W/ SHEATHING. SHEATHING TO BE WITHIN }' OF WINDOW/ DOOR OPENING AND SECURE PER 2X NAILING SCHEDULE FL KING STUDS (SEE HEADER -1/16' 05.5. SPAN CHART FOR DETAILS' AND SPECIFICATION) 2X4 4 STUDS 16" O.G JACKS (SEE HEADER SPAN I} O.S.S. SWEAT OR CHART FOR DETAILS AND GDX PLYWOOD. D $ TE SPECIFICATION) PER FAS SCHE LE 7/16" 084. JACK STUD ASSEMBLY TO BE SHE 2 1/2 I ISO P11 MTS-12 SECURED ONE PLY • A TIME. S NOT LED PER TEXT. FINISH USE 12d NAILS, TWO WITHIN 6' ) FROM EACH END < NO "IOF BLOCKING UNDER THAN 12' O.C. STAGGERED L STUDS gOyRIE ETA-16 SP4 OR 145 • TOP AND N TRUSS BAYS W/ 's E ) TRUSS BOTTOM PLATES • EA. FULL (3) I2dEACH END " GMU WALL LENGTH STUD, BOTH 51DE5 2x DOUBLE TOP PLATE OF OPENING. SHEATHING TO LAP TO STUDS • 16, O.G. BOTTOM OF PRE-ENG'D MTS-12 • EVER STUD TRUSS BELOW_ 5HEATHING MUST NOT BREAK I'-4' MIN. 2X4 BT. PLATE FROM 2ND FOR, LINE. KNEE WALL DETAIL @ ENTRY INT. 2—STORY L.B.W. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 16 SCALE:3/4'=r-0' SCALE.'�'='`& 4 SCALE: 1/2"=r-0' 14 DOOR OPENING WD FRAMED ATTACHMENT SCALE:I/l'=r-o' 15 SCALE:I/2'=r-m' CONTROL DATE: 07/01/15 ARCHITECTS 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N rq U W 0 F �0. A h A 8LT9LRV. CREEKSIDE EXPRESS LOT #100 PMJMT# 04321.000 aconSIU 4EFB "FLORA" QARAGN 8WIN®': RIGHT PAO= misc. DETAILS 160 MPH EXP. C r_7 __. iir �'4 1 MAY If g 2017 11 /23 /16 ",#LM 1/4' =1'-0" �v A R C 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) Thermo-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 SH Window (+38) / (-50) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact anchor. 6" max, from corners, 7 1/4" c/o at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. SH Window (Integral Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. Mulled) (+38) / (-51) (+50) J (-55) Ply Gem Ply Gem 1500 FL16100.1-R5 Non Impact from corners, 8 1/2" o/c at jamb, 6" @ head, 1 1/4" 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" c/o at jamb, 16" @ head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon Picture Window (+38) / (-51) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.1-R3 Non Impact anchor. 6" max. from corners, 8 1/2" c/o at jamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Sliding Glass Door (+33) /, (-41) (+25) J (-50) Ply Gem Builders Series FL14634.1-R2 Non Impact distance. 6" max c/o from corners and 20 3/4" max o/c 4780 elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Vertical c/o 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedment. Opaque slab with or Single door with sidelite. 1/4" concrete tapcon anchor. 3" without impact (+36) J (-47) (+50) / (-50) Therma-Tru Smooth Star FL15037.1-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 without sidelights tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" Max. 1 1/4" embedment. Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Glazed single door (+29.5) / (-32.1) (+50) / (-50) Therniii-Tru Smooth,Star FL7630.1-R6 Impact right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Double Garage Door (+29) / (-35) (+46) / (42) Clopay 16.2x7 73 W6 FL16107.03 N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Single Garage door (+30) / (-38) (+38) / (-44) Clopay 8X7 73 W6 FL16707.24 N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R9 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout, Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 Underlayment Rhino U10/20 FL17801 gauge 1'/." annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit (+75) / (-75) Alside 2T +LiS272A 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 Up —Inc. T LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W W 0 F 0. Q W Q F A tisoma 0 Imil 99Z MM. & L071; CREEKSIDE EXPRESS LOT #100 PIROJMT# 04321.000 X®1=9 4EFB „FLORA„ G•ARAOM OWMG•: RIGHT PAS M PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA D' " 11/23/16 VnVALZIS 1/4"=1'-0" NOTE: NOTE. NOTE: IF ZIP & 4EATI41NG SYSTEM 15 APPROVED BUILDING: WRAP IF ZIP 5I41HAT4NG SYSTEM 15 INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE y 6' s VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE MANUFACTURERS ENDS) a 6' s HORIZONTAL LAPS. MANUFACTURERS WRAP MATERIAL) OVER \ �" INSTALLATION PROCEDURES ALL SEAMS NEED To BE TAPED LATH VERTICAL LAP TO BE 1" INSTALLATION PROCEDURES APPROVED HOUSE WRAP.; WITH FORi15ER SHEATHING TAPE FLASHING TO EXTEND ON 70 PIPE / I' OR LESS PIPE 6'xb' SELF -ADHERING: MEMBRANE PENETRATION FLASHING: (COMPATIBLE W/ HOUSE PREFORMED CONTROL JOINT � � �' ?HICK, 3 GOAT CEMENT WRAP MATERIAL) OVER 4"x4" FLANGE OF CONTROL JOINTS T PLASTER / \ SELF -ADHERING MEMBRANE BE WIRED TIED TO LATH s g" WRB LAYER "2, FORTINEIER FLASHING: OVER APPROVED O.G. MAX (VERT.). NOTE: DO BUILDING PAPER I r11N. LAP ° METAL LATH HOUSE WRAP. NOT FASTEN CONTROL JOINT TO FLASHING: 70 EX1 END Cm1T0 PIPE WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH LEG MAY BE USED TO TEMP. FASTENED sT' (VERT.) O.G. MAX X X x I / SECURE CONTROL JOINT AT SUPPORTS X X DURING INSTALLATION CUT AND OVERLAP ONE SIDE OF / FASTENERS TO BE SPACED STUCGOYWRAP METAL LATH �EFu E$tING MEMBRANE \\ GUT AND OVERLAP ONE SIDE of SELF -ADHERING MEMBRANE s T' O.G. Max VERTICALLY / / STEP STEP FLASHING WOOD SHEATHING �I / ' OQ: I/1' TIP SHE �// / WRB LAYER M, �' THICK 3 GOAT CEMENT SYSTEM INSTALLED PER STUCCO WRAP PLASTER WRB LAYER 4, GS.I �/ METAL LATH STUCCO WRAP { •M 6' MIN PAPER LAP 5rLOU) ONLY / WRB LAYER R, FORTIFIBER---�--� WRB LAYER 2, FORTIFIBER WRB LAYER R, FORTIFI5ER BUILDING PAPER g p G pAPER BUILDING PAPER M AL _AYH WRB LATER "I, 6'xW SELF -ADHERING MEMBRANE / STUCCO WRAP FLASHING OVER 4'x4' L' Tn ; I FLASHING OVER APPROVED GAF nl". WOOD SHEATHING SELF -ADHERING MEMBRANE INSTALL FASTENERS (CLIPS, ATH SHALL NOT STRAPS, STAPLES) AS HOUSE WRAP. 6° To a^ 6 TO a' OR 1/2'ZIP SHEATHING REQUIRED TO SECURE FLASHING TO EXTEND ONTO PIS E CONTINUOUS MIN. MIN. SYSTEM (INSTALLED PER HROUGH CONTROL M%aNUF. SPECS.) DINTS BUT SHALL PIPE/ WIRE TO FRAMING FLASHING OVER APPROVED s s� � .� , w � � � 4'x4 SELF -ADHERING MEMBRANE E STOPPED AND LED AT EACH SIDE. PROVIDE 2X4 BLOCKING HOUSE WRAP pe R ASTM G1063, -a PLACEW FLAT MAX. 6' TO 8' AA -' ER FLASHING TO EXTEND ONTO PI .10.1.4 F�q CONTROL JOINT WHEN ALL _a A I CONTROL JOINT FALLS ON �% APE LAP i' CONT. BEAD OF SEALANT OT : / STRUCTURAL- STUD ^' SCALE: 11/2'=1'-0" FASTENERS FOR LATH TO BE NAILS OR INSTALL APPROVED HOU5EWRAP AIR TAPLES IN COMPLIANCE W/ ASTM C1063 i i INFILTRATION BARRIER OVER WIRE TIES TO BE (NO. IS) 0.0415' WIRE / BLOCKING SHOWN MAY BE IN ADDITI /� SHEATHING �} ELASTOMERIG COATING OVER $TUCGO/ O WALL STUDS REQUIRED PER PLAN / •1 s\ • `• VERTICAL LATHli�� C.V. FINISH (SEE TYP WALL 5EGfilON) & PAPER DETAIL \ / WOOD STUDS �2� SECTION PER FBC R703.6.1 Exterior lathing and plastering NOTE: SHEATHING s: Exterior use of Portland cement plaster SIDE LAPS OF METAL OR 1/2' ZIP SHEATHING% SYSTEM shall comply with the application PLASTER SASES SHALL (INSTALLED PER MANUF. S1FECS.) requirements of ASTM C 926-12A. BE SECURED TO DUILDING NOTE: FRAMING MEMBERS. PAPER 6' "'" IF ZIP 51-IEATI-41NG SYSTEM 15 Installation of exterior lathing and framing O"M" TYPE CONTROL JOINT THEY Ho6LLP o�g `AP INSTALLED, PLEASE SEE shall comply with ASTM C 1063-12A, WITH 0,0415-IN. (1,21-MM) STUCCO x° LAP a LATH MANUFACTURERS WIRE AT INTERVALS NOT a^ LAP °PAPER INSTALLATION PROCEDURES MORE THAN V (2�9-MM). AS PER ASTM G1O,3 1. FOLD INWARD • PT. A 1. 1. FOLD IN •� 6 A �KT � NOTE: �1IC ��ry.�T 1O UT REPAIRERS TEARS HORIZONTAL LATH IN W DETAIL M 19 LAYERS, TEARS MAYY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE ` PER MANLLF. SPEC., OR II�`I4 FOLD PEEL 4 STICK _ • 4& 1/2" ZIP 51-IEATHING SYSTEM (INSTALLED PER MANUR SPECS.) OR I ; j L FOLD INWARD • I. FOLD INWARD • PT. A WOOD SHEATHING PT. A \\`t// s.O EAM • Pr.8 UJRB LAYER 01, z. CEASE • Pr. s 3. a�Aet • P . c STUCCO WRAP 3. CREASE • PT. C .'• . 4. FOLD PT. C OVER PT. B TILL PT. C TOUCHES BOTTOM FLANGE THICK, 3 COAT CEMENT PLASTER � f 1,� � � .;" METAL LATI� LEGEND ' LAP UJRB E TAPE OVER � ©FOLD / �g� ®� ]�I��IN�� i�L�NE CUJR� FOLD ROOF/WALL SCREED /� /� PLASM WATER TIGHT L A'1T/ � �� / STUCCO WIfR)4f = ) NOTE: DEAL- FOLD, 22 IF ZIP 5�4EATHING SYSTEM 15 N121 CUT / 5"X5" "L" TYPE CONTINUOUS WI2E3 LArE z #2 (FO1RT1F1E5 IR INSTALLED, PLEASE SEE GALV. METAL FLA544INCx- MANUFACTURERS z INSTALLATION PROCEDURES i' THICK 3 COAT G:EMEhir -� (NAIL TO ROOF DECK, NOT PLASTER WALL 5I 4EAT4NG) WRS LAYER 02, FORTIFISER I I TAL CAT, :' X X X X BUILDING PAPER �� CAP SI�INGLE - DO NOT NAIL, , wRB LATi=R +1, INSTALL WITH ROOD CEMENT STUCCO WRAP LAP LAYERS OF OUILDING WRAP OVER,q�NApIL�INxyG FLAN:$, STOP �� 5T VfVVO a" �Wft L I A' ABOVE ��AWLLL ec ��J ROOF CEMENT— 11,95 WALL HASHING SI- INGLE ROOFING WOOD S�4E ATH I NCB qo OR 1/2" EIP SNEATHINCz SYSTEIM KDETAIGK iOUT FLASHNG (SEE (INSTALLI=D PER M,4NLX. SPECS.) a NOTE: SELF-AIDI4ESf YE FLA5�4ING — — ::= A IF ZIP 54-4EATHING SYSTEM IS NOTE: INSTALLED, PLEASE SEE MANUFACTURERS 1" 1TAL LATI4: LAT�I TO 8E PEf' FBC FELT uNDEyRLAYMENT\�y[, � ��yyyppp ppp \ WATER TIGr-1T eEAL (eEND OR INSTALLATION PROCEDURES 0 I�r_ INSTALL KICKOUT SOLDER Ds? NOT CUT( SHINGLE ROOFING WALL ING AT BOTTOMIONS OF ROOF 1 / WALL NTERBECTIONS DRIP EDGE, OVER_AP 3', \�k'/ EXTEND 1/1' BELOW SHEATHING, MECHANICALLY FASCIA FASTEN 4' O.G. MAX l L A T 1 4 DOE 5 NOT }._. E T 5� E C 1 F 1� A T 1 ON 5) � ) 7 FLASHING N.T.S. A R C H I T E C T S i1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abrdesigngroup.com AA #: 0003325 F 11441 h U �o 0. R 15 A F A ti ®1.TH�IY. Ae LOT: CREEKSIDE EXPRESS LOT #100 Pnon=T# 04321.000 'song 4EFB "FLORA" GFARA 031 8WIM: RIGHT FAll WALL ASSEMBLY DETAILS 160 MPH EXP. C /9FCHMEC 1 : STATE OF FLORIDA MAY 99 Dp 11`/23/16 ISC 1/4"=1'-0" NOTE: INSTALL NOTE: IF ZIP SHEATHING SYSTEM 15 MEMBRANE;-LASHINNG OVER STUCCO IF ZIP 5NEATHING 5*'STEM IS INSTALLED, INSTALLED, PLEASE SEE TOP, SlDE(S) AND BOTTOM FINISH( PLEASE 5EE 1`1ANUF4C;TURER5 INSTALLATION MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. (0' SELF ADHESIVE WOOD CONSTRUCTION PROCEDURES SEQUENCE OF FLASHING TO BE: OVER TOP E SIDES I/2" YIP SHEATHING 5Y97EM I/2" ZIP SHEATHING SYSTEM I. BOTTOM, 2. SIDES. 3. TOP CNSTALLED PER MANUF. SPECS.) OR (INSTALLED PER MANUF, SPECS.) OR X VENT GAP IS TO BE SET IN BED A LUOOD SHIEATHIING WOOD SHEATHING I OF SEALANT TOP AND ALAS{-IINCz wRB LAYER 01, X SIDES O SE ANT I5 TO BE UNIT LURE LAYER *I, STUCCO WRAP t00 S T DEFLECT 5TUCCO WRAP WRB LAYER 02, FORTIFIBER W A A JOINTS. BUILDING PAPER z -Z D L AROUND PREMANUF. DRYER Nt Y SEALANT ALL VENT CAP (SET IN `: ` METAL LATH 4 X Nt AND INTERSECTIONS CONT. SEALANT) LURE LAYER *2, FORTIF-1BEIR wooD tie' TEXTURED LY SEALANT AT PERIMETER OFF BUILDING PAPER CONSTRUCTION �/ FINISH ®WOOD BACKER ROD NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD STRUCTURAL ON ALL SIDES, Y4" CAULKING m JOINT SEALANT MEMBER ®i' O.G. MAX ALL AROUND _ TOP E SIDES —fie" THIICK, 3 COAT CEMENT 8' crtu V To14" MID -WALL PER FBC R703.6.1 PLASTER WEEP SCREED Exterior lathing and plasterin� BACKER ROD Exterior use of portland cement plaster 1 „ „ — La shall comply with the application DRYER VENT (BLOCK) re X q WEEP SGRE pUJALL requirements of ASTM C 926-12A. 6" WIDE STRIP SELF Installation of exterior lathing and framing ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING X shall comply with ASTM C 1063-12A. (o" 5ELF-ADHIESIVE _ 1 WRB LAYER *I, �'' FLASHIING TEXTURED STUCCO WRAP ii X MASONRY HOODED VENT BUILDING PAPER FINfSH +o X OVER 'QUICK WOOD FRAIMED B HORIZONTAL WEEP SCREED LUALL i J" THICK, 3 GOAT CEMENT FLASH" � — — — � ( FRAME TO BLOCK X PLASTER METAL LATH _ 7A HORIZONTAL WEEP SCREED WRB LAYER 02, FORTIFIBER PIPE THROUGH i WALL FRAME TO FRAME NOTE: BUILDING PAPER IF ZIP SHEATHING SYSTEM IS NOTE: woop sHEaTHIr�G IF ZIP SHEATHINGS SYSTEM IS INSTALLED, \ / NSTALLED, PLEASE SEE PLEASE SEE MANUFACTURERS MANUFACTURERS DRYER VENT (FRAME' A INSTALLATION PROCEDURES INSTALLATION PROCEDURES 6 SELF ADHESIVE i� FLASHING (INSTALL PER MANUF. SPECS.) OR 1/2' ZIP MEAT(-Nr SYS-T (INSTALLED PER MANUF. SPECS.) BUILDING PAPER WOOD SHEATHING UNDER "QUICK FLASH" 01, WRB LAYER "I, NOTE: WRB LAYER STUCCO WRAP IF ZIP 5HEATHINCs SYSTEM IS CUT OPENING INSTUCCO WRAP WRB LAYER 02, FORTIF15ER INSTALLED, PLEASE SEE APPROVED Hou$EWRAP FOR BOX INSTAL( AtiON BUILDING PAPER MANUFACTURERS WONstucTloN INSTALLATION PROCEDURES GUT "X" INTO WRB LAYER *I, SELF -ADHERING T�ENT PENETRATION fxti META A SCALE: N.TS. STUCCO WRAP MEMBRANE FLASHING e' cMu c I EAD APPLY SELF -ADHERING RA BAND MEMBRANE FLASHING —� WOOD SHEATHING OVER BOX AND OvER TO X, MID -WALL APPROVED WRB LAYER WEEP SCREED ,. - 01 #1 &TP 2 b' WIDE STRIP SELF . NOW - ADHESIVE FLASHING, CL-JEAN MASONRY BEFORE APP-YIWx APPROVED HOUSEWRAP WRB LAYER "I, z FLASHING BELOW STUCCO WRAP ELEC. METER FIELD stcmE VENEER VERIFY LOCATION t—LEC- METER FIELD OVER SCRATCH COAT 'VERIFY LOCATION CUT SUCH TF-4AT APPLY 60 MINA — SELF-ADHERfNG NO MEMBRANE u GRADE "D" FELT MEMBRANE FLASHING ENTERS BOA, OVER APPLY STUCCO SCRATCH( COAT APPLY To rACE SELF -ADHERING EDGE FLASHING OVER O HORIZONTAL WEEP SCREED AND ONE (u LAYER of PAINT APROVED PRIOR TO INSTALL INCH ELEC. HOUSEWRAP W/STONE VENEER%%; METER WRB LAYER 02, FORTIFIBER (FRAME TO BLOCK) % s'' : 5UILDING PAPER � CAVITY TO BE FILLED STEf= WITH[ RIGID POLYMERIC P� LEGEND ISOCYANOTE-POLYBLENC) FOAM JL�I ��' t"CsREAT STUFF" OR SIMILAR) ' ELASTOMERIG DRAINAGE PLANE (LURE BASE SEALANT AT POINT LAYER #I, STUCCO LURAP) THIAT ELEC. LUIRE PENETRATES APPLY E-Z BEAD LURE LAYER #2 (EORTF15ER - - ' - ' . - MIN GRADE OD" BUILDING PAP3=R) AREA To RECEIVE FELT -PROVIDE STUCCO SCRATCH[ COAT SEALANT AT ALL METAL LATL4 x—x—x—x 0 1 COAT OF PAINT LJ15ACK- JOINTS AND ROLL PRIOR TO INTERSECTIONS STUCCO F7 ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH( COATING OVER STUCCO/ ay. FINISH (SEE TYPICAL WALL SECTION) xx METAL LATH COAT LARGER THAN THE ELEC. WOOD 54 4EAT4NC ! METER CAN OR METER CAN OR 1/2" ZIP SHEATHING SYSTEM GOM80 OR METER CAN AND SELF- ADHESIVE FLAS45-411�1Cx) — — — DISCONNECT 5 T E f= �7 eT E f= � NOTE- ELECTRICAL RECEPTACLE I"1ETAL LATH: LATH4 TO BE PER ABC ELECTRICAL CONDUIT � R-103.&.1 / ASTM G-841-09, M1N. 2.5 L55. 8 PENETRATION PER 5Q. YARD (UTILITY OR NOMINAL LAT44 DOE5 NOT MEET 5PEGIEICATION5) .00000.0 0 .0.0.0 0 .0 ,. 0. O 0 0• o. .0 0 0 . o• o .o o. 0. .0 .o e. .o.o.o.o A R C H I T E C T S i1 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W W U W 0 0. v w q F A 14 li CREEKSIDE EXPRESS LOT #100 P MWT04a2l.000 MOMM 4EFB "FLORA" GAMAten SWING: RIGHT PAGM WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA g 2017 11 /23 /16 BdALM 1/4`1'-0" 1 EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WRB LAYER MI, WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING BARRIR r 3" X 3' 26 GA. GALV. � WEATHER RESISTIVE wRB LAYER 02, FORtIFIBER FINISH LAYER l2 LAYER [CONSTRUCTION OOD BUILDING PAPER PRE-ENG'D TRUSS METAL DRIP EDGE BARRIER 02 �� PEEL < STICK) SET IN FULL BED OF / a/a' SAT CHANNEL 8° THICK, 3 GOAT CEMENT WEATHER RESISTIVE 6" PEEL < _ 1 �\ SEALANTJY" MIN. 6 SAP. Wls/s" TYPE 'X' DRYWALL PLASTER BARRIER' SPACE FROM DRIP PEEL < STI CK STICK is DRIP EDGE TOSISTIVE / FULLY EMBEDDED 6" S<1F. "wWEEP SCREED THICKWEA, COHER AT CEMENT DECK ` FAGS t0 tREX - TO SH IND WEEP SCREED BARRIER R ` IN ROOF CEMENT �e 4" O ITIVE V RIE t .. PLASTER i 1 ,4 X 3 26 GA. GALV. METAWOOD SHEAtI-41NCn � � ' ;' 1 � ','� / ' r , \ \ E E WOOD SHEATHING I i� XI 3/a P.t. OR SIMULATED i LATH yROD 44 SEALANT" GAP FOR ya GAP FOR BACKER i' ` METAL DRIP EDGE SET fN FULL BED OF STUCCO LAYER "I, r / `.� ROD t SEALANT SPACE FROM DRIP StUGCO WRAP SEALANT, }�" MIN. WOOD (TREX) FILLER, " THICK, 3 COAT CEMENT r CONTINUOUS VINYL CASING BEAD r FACE TO TREX WEATHER RESISTIVE PLASTER r r 6" SELF-ADHEREING WATER PROOFING lot " WEATHER RESISTIVE VINYL CASING BEAD / \ BARRIER 01 AM66-WFWG-i8o CUSTOM.QA5ING 5EAD FLASHING WRAPPED % A LAYER (2 LAYER PEEL # B RRIER "I DRY WAL��LGE -i WEATHER RESISTIVE WATER PROOFING \let x i WEATHER RESISTIVE TOP OF WEEP SCREED / STICKI WRAPPED FROM TO SHEATHING BELOW BALCONY DECK TO \ BARRIER "Z xsw en BARRIER °2 CANTILEVER d-d. ra.awrT LAYER l2 LAYER PEEL EX R COLUMN WRB LAYER 01, " THICK, 3 COAT CEMENT' < STICK) APART MRCLoIll UM _A. PING STUCCO WRAP ITI IN PLASTER 6" PEEL E STICK s % DECK MEMBRANE, VINYL CORNER BEAD ,yvDRIP EDCsE t0 DECK EXTEND RIP S r I WRB LAYER M2, FORTIFIBER NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR EDG PEEL < STICK a"x3' "L" FLASHING BUILDING PAPER (SHOWN FOR CLARIFICATION OF ®® �, •FULLY EMBEDDED IN --------- /---' - , SEPARATE ACCF-65ORIES ONLY) 3 3 26 A. ALV. SUB FLOOR O CEMENT i- - - - - - - - --- - -- - - - - - - - _ SE IN F L BED OF %r \ 6" SELF-ADHEREING " T, 'MIN. I )< " 6 GA. GALV. 1� X3 2 r I yt'XI 3/a' P.T. OR SIMULATED i METAL DRIP EDGE WRB LAYER "I, r FLASHING WRAPPED WOOD (TREX) FILLER, C6NT PT OR 51MULATED SET IN FULL BED Or - STUCCO ACE FROM DRIP STUCCO WRAP ` _ ; ° CORNER OF CANTILEVER ' 4' POSITIVE DRAIN CONTINUOUS l: AGE TO TREX (TREX) FILLER, SEALANT, J5' MIN, SPACE FROM DRIP ya" GAP FOR BACKER UOUS ,/FACE TO TREX LL AMIGO AM66-WFWG-i8¢J ,� � !� ,� WEEP SCREED VINYL CASING BEAD CUSTOM CASING BEAD `. ROp < SEAL t WATER PROOFING Ist FINISH LA CZ LAYER LAYER (2 LAYER PEEL E GA FOR SEALANT VINYL CASING BEAD PEEL E SAC: STICK) WRAPPED FROM Pt. BACKER ROD. _ WATER PROOFING let CANT 1 LE VE 1� D R 3/ IENT BALCONY PECK t0 MODIFIED 90 /' ~— LAYER (2 LAYER PEEL NO GAP IN FIELD CH L CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE: 1 O VI YL AS EAD--\ THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO SEPARATE ACCESSORIES ONLY) jr- ZIP r2HEATI-41NG SYSTEM IS D JL� PLASTER VINYL CASING BEAD CANTILEVER CASING BEAD INSTALLED, PLEASE SEE — METAL LATH MANUFACTURERS11— �' THICK, 3 COAT CEMENT 5/8' PE "X" DRYWALL WOOD SHEATHING PLASTER 10 A DTL. ® CANT. INSTALLATION PROCEDURES WEATHER RE51stIVE LE W/TEXTURED t PAINTED BARRIER "I 5/8" TYPE "X" DRYWALL METAL LATH SCALE: 1 I/2'=1'-fd" FINISH W/TEXtURED E PAINTED WE14THER RESISTIVE FINISH WOOD SHEATHING ill THICK, 3 GOAT CEMENT BARRIER '12 t� * ^ t * PLASTER 4" POSITIVE DRAIN J" THICK, 3 COAT CEMENT 4' POSITIVE DRAIN * IOT�: DRAII�IAGE LANE (LURE WEEP SCREED WEEP SCREED I�l LAN R #1' S1TUCCO LURAF) VINYL CORNER BEAD PLASTER —N0 GAP IN FIELD 1I�TAL LATI I, LATI TO 5E �rz� �5� VINYL CASING BEAD (S GAP IN FIELD VINYL CORNER BEAD SEPARRATEE ACCESSORIES ONLY I i� �t i®f I �t 151-40WN FOR CLARIFICATION OF VINYL CASING BEAD R�03.6.1 / ASTI C=�� i9 II1I. 2.e) L55. LURE LA�ER '*2 (FORTIFI5EIR — _ _ _ — SEPARATE ACCESSORIF-s ONLY) PAR SQ, NI'ARD (UT(�fTY O1 NOl"IINAL BUILDING PAPE_R) BALCONY DRIP BALCONY DRIP 1�AT1-I� DOSS NOT 1„1EET SP�II�IGATION5) 1�ET,�L L,��'}4 x x x x 11� EDGE INSTALLATION 11C EDGE INSTALLATION C COLUMN (W/" L" FLASHING) SCALE: NTS NOTE- CONSTRUCTION STUCCO _-:_ WOOD S{- ATI-{ING NcTE: IF ZIP SHEAt INCs SY E IS IF ZIP SHEATI 41NG SYSTEM IS INSTALLED, P EASE E INSTALLED, PLEASE SEE MANUFAGTU RS L4,EATHER RESISTIVE f INSTALLATIO PROCE RES FARRIER 01 LUOOD 5J 4EATI4INCH 2x FRA" f ING I'1E1"fSER uJRB LAYER �1, MANUFACTURERS �— STUCCO WRAP xI y INSTALLATION PROCEDURES HA RESILICHANEN JuEATHER RESISTIVE 8 WOC.ap SHEATHING HAT CHANNEL pARRIER SL1�=ADISI V 1=L AS#�IINCa — — �- ' THICK, 3 COAT CEMENT VINY ASING BEAD PLASTER WRB LAYER *2, FORTIFIBER " THICK 3 COAT CEMENT BUILDING PAPER CORNER BEAD '_� ' PLASTER O.G. MAX. METAL LATH % 1=ASTENED TO SHEATHING f # WREB LAYER 1, DRYWALL METAL LATH / � ! � �� STUCCO WRAP /TE RED < PAINTED WOOD SHEATHINC4 x; ' x �x-=z=x--z�' - OR In" TiP &-aATµ % a TEM - i over }'ER MAVYF. ePECe.) C ;q 7 '- " THICK, 3 COAT CEMENT 2) 2x12 HEADER � g THICK, 3 GOAT CEMENT WRB LAYER *2, FORTIF15ER -� PLASTER BUILDINCz PAPER PLAstER %�. x- WRB LAYER 01, , All PosIrIVE DRAIN �/ ' 6SELF-ADHERING METAL LATH VINYL CORNER BEAD WEEP SCREED STUCCO WRAP FLASHING �,�. . \ " e \•. (EXPLODED $' THICK, 3 COAT CEMENT VINYLCASING NO GAP IN FIELD WOOD SHEATHING NG BEAD r vlEw FOR PLASTER (SHOWN FOR CLARIFICATION OF 'i CLARITY) SEPARATE ACCESSORIES ONLY) I iiETAL LATH DRIP CAP Of h � DRIP EDGE 11D INSTALLATION ^\` 5UUIILLDINC; PAPER RTII^IPER WINDOW FLANGE ..-- NOTE: /� wRB�LAYER 01, IF ZIP SHE 'HING 5115 EM IS WOOD GONStRUCItON /� CORNER BEAD � F R AM E STUCC�wRAP = INSTALLED, PLEA S E n / MANUFACTU RS INSTALLATION PR E URES WEATHER RESISTIVE ' BARRIER "I CORNER BEAD wRB LAYER "4, FORTIFISER j WEATHER RESISTIVE C ASTENER SPACING rt" O.G.) BUILDING PAPER !�' ; BARRIER 02 c METAL LATH VINYL CASING BEAD ' THICK, 3 COAT CEMENT �, A PLASTER �' THICK, 3 COAT CEMENT r ; B/8' TYPE "X' DRYWALL METAL LATH PLASTER W/CEXTURED E PAINTED WD�D g �•� i i ' FINISH �I¢ f/aTzIP144T4+I srsTErl (o SELF -ADHERING r avuF. CMU FLASHING r ' THICK, 3 GOAT CEMENTdD/� ' PLASTER VINYL CORP. 4" 5/8" THICK, 3 COAT CEMENT DRIP CAP VINYL CORNER BEAD POSITIVE DRAIN PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO G4P IN-ElELD (SHOWN FOR CLARIFICATION OF �I �r SEPARATE ACCESSORIES ONLY) CORNER BEAD BLOC ]K � � � CASING BEAD Ca)WINDOW @DRIP EDGE INSTALLATION 14BFRAME, NO ]BAND) A R C H I T E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.44078 www. abdesi gngrou p.com AA #: 0003325 W w N 0 0. w A F A ti f1 IBi amv. 8 LOT. CREEKSIDE EXPRESS LOT #100 PRO.TSQT# 04321.000 mortamic 4EFB "FLORA" GARAGE 917WU G: RIGHT FAG&: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORDA y 0 9 2017 11 /23 /1F 1 1WA&M 1/4--l'-0" 1 t0:u:.M NOTE• IF ZIP SI-4EAtNINCz SYSTEM IS J�+" �A� T�r� a�� t141C /,,,------------------------------------------------------------------------------------- oat CEMENT 8" THIGK, 3 COAT DEMENT M1 WOOD SI-IEATI-ZINC-� INSTALLI=D, PLEASE Srz1= e -SING 5EAD � PL IR �� PLASTER MANUFACTURERS To TtzIM � L t SEALANT INSTALLATION PROCEDURES IX TRIM MEMBER STUCCO t0 �—METAL LA WRB LAYER i LAYER *2, FORTIF15ER STUCCO WRAP ' SIDING TRANS I WOOD SHEATHING TION / 1 / UILDINCx PAPER � SIDING WOOD SHEATHNG �/ WR5 LAYER *2, FORTIFISER a T BUILDING PAPER R # j W B LATER I, nnun n nnfir„��nw1 : tlM, M,11, un.im� WINDOW FRAME - " STUCCO WRAP 1 WRB LAVER "2, FORTIFIBER METAL LATH �g L * BUILDING PAPER THICK, 3 GOAT Cstucco WRAP EMENT WRB LAVER #2, FORTIF15ER sT WRi3 LAYER I PLASTER v BUILDING PAPER E-Z BEAD VINYL CASING I " \ \� CASING BEAD �; (W/3/0" FLEXIBLE PVC BACKER ROD) (o SELF -ADHERING x� METAL LATH FLASHING �.�. _ 6" SELF-ADHEREING ..... y ... VINYAL ANGLED (EXPLODED THICK, 3 GOAT CEMENT FLASHING OR PEEL E STICK / CASING BEAD I' VIEW I OR PLASTER S D NG �'O STUCCO WRB LAYER *1, stucco WRAP, WRAPPED AROUND FRAMING CASING BEAD MEMBER 18 SELF ADHESIVE FLASHING DRIP CAP (CROSS SECTION) WOOD SHEATHING I WINDOW FLANGE •, I_ WRB LAYER *I, \ STUCCO WRAP ,% , 2X FRAMING VINYAL ANGLED �` , 11 �0C CONSTRUCTION `, MEMBER ` DETAIL BELOW EXPLODED �\CASING B! AD / _ Wool 5HEATHING ti / WEAT 4ER RESISTIVE FOR CLARITY WRB LAYER *2, FORtIFI=iER BARRIER h --\\��'-------- -------------------------------------------------------------------- --�'', BUILDING PAPER WEATHER RESISTIVE \ -------------- -- I ; ' BARRIER *2 METAL L\ATI4 i �� i / W%6' y%ALP 51DING 6" SELF -ADHERING --- ------------------------------------------------------------------------ I I / FLASHING - _ --- ___ " THICK, 3 OOAt GEMENt �. 6' SELF-ADHERINQ / Q FLASHIs 1 ' Y4" CsAP T - g" tl-41CK, 3 COAT CEMENT \ �� i y , WEATHER RESISTIVE i PLASTER PLASTER - \ i , 1 ■ ' i! STARTER STRIP— WEATT1HIER RESISTIVE / GA�INCs BEAD 6 "SELF -ADHERING \ ' \ FARRIER n SEALANT TO WINDOWMETAL LAT1-4 FLASHING Do NOT CAULK SEAL -ADHERING io SEAL OPENING I / FLASI-41NG GAL TAL _ _ ALvlp-,STTAL W AY *2, FORTIFIBER DRIP CAf z, DO NOT CAULK OR D APER SIMULATE OPENING WINDOW FRAME / WINDOW FLANGE M MEMBER D SHEATI41NG BEAD \ \ CASING- BEAD @) WINDOW I• / I Y' X 6' SIMULATED WOOD TRIM MEMBER 5 C (FRAME, W/BAND) vy SEAL P�VE> 5EA"ANT r ... �- :.::,. STUCCO CASINGBEAD 77/ WRB SIDING TO STUCCO LAYER *1, STUCCO WRAP BLOCK TO FRAME I I , WOOD SHEATHING NOTE - IF SHEATHING SYSTEM IS TRANSITION \ INSTALLED, PLEASE SEE 19 /� �� 6" WIDE PEEL E STICK MANUFACTURERS / \ OVER FLANGE INSTALLATION PROCEDURES WINDOW FLANGE / � / I METAL LATH NOTE: E-Z BEAD VINYL CASING METAL LATH- LATH t0 BE PER EBG I 2X FRAMING (W/3/a' FLEX15LE PVC; BACKER ROD) I R-703.6.1 / ASTt f G-547-m9, MIN. 2.5 LBS. MEMBER WRB LATER #I, — PER Sa. YARD (UTILITY OR NOMINAL *APPLY FULL BED OF SEALANT BETWEEN STUCCO WRAP 1.000D 6I4EAT4NG; LATH DOES NOT MEET SPEGII=ICATIONS) FLANGE E BUILDING WRAP BUILDING WRB LAYER *2, FORTIFIBER 1 WRAP BUILDING PAPER 1%', j II I WOOD CONSTRUCTION W�� 1=� I � #�, l9EYOND DHERING------------------------------------------------- ' FLASHING TH f GK, II I III WOOD SHEATHING g" 3 GOAT CEMENT JI�hGGO I.UR>�� WEATHER RESISTIVE ; BARRIER "I WEATHER RESISTIVE PLASTER - /i IS "I TO LAP WEATHER RE51STIvE /J \` 6 Z' LASHING E Z BEAD WINDOW CASING I � �j �/ }� �j p BARRIER "2 / / _X X�, ��5 LA � 6, FO RTIFI5EIA W/6RE ALP5IDINCs //16A / I o THER RE515TIVE 01 VINYL ANGLED Blh I D I �l PPLIFADHERING �zlWEAT}EBARRIEER R515TIVE CASING BEAD ' t BARRIER 1 ETAL LA �4 STARTER STRIP \ i GALv'DMETAL VINYL CASING BEAD 1 I z° FLASHING {— — DEA- GTPEENING CAULK OR J / DO NOT CAULK OR II T� I GK 3 GOAT GE1 IENT \ / �•'� SEAL OPENING (EXPLODED 8p/� C, GALV'D METAL U,EATI-ER RESISTIVE LEGEND VIEW FOR LAST fR 'z' FLASHING BARRIER "1 TO LAP I Ya X 6' SIMULATED ! 6" MIN. ABOVE TOP CLARITY) wooD TRIM ME R OF 7' FLASHING DRAINAGE PLANE (WRB -Z 5EAO VI 'T I Y4 X 6' SIMULATED (W/%, FLEXIBLE V / WOpD TRIM MEMBER LAYER *I, STUCCO WRAP) BAGGER ROD) A / L L./ ' SELF -ADHERING 6' SELF-AOHERfNG j FLASHING rLASHING \ I WRB LAYER *2 (FORTIFIBER — — — — CENPL\SEAL , GAP EAEMT ASTIE OR APPROVED ALNT BUILDING PAPER) 5ARRIERR SISTIVE 15 ARIERRE515TIVE METAL LATH CASING ASING BEAD UP RAISE E-Z WA "I x-x-x-x WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER "2 (W/%' FLEXIBLE PVC BACKER ROD) STUCCO BAND (FRAME) SIDING TO STUCCO WEATHER RESISTIVE 1 7 A @) FRAME TO FRAME BARRIER 02 SCALE: 1 1/2" =1' -m" OR IWOOD SHEATHING SYST (INSTALLED PER MANUF. SPECSJ @1__�� SELF-ADHESIVE FLASHING — — — — A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F w w a U a h A swat`*. a zlicT: CREEKSIDE EXPRESS LOT #100 PnozmT# 04321.000 moDsma 4EFB "FLORA" GAMAGE 8WINO: RIGHT PAGO WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLONDA MAY 0 9 201E 11/23/16 1 GPQALM 1/4."=1.-0" 1 WA4 A R C H I T E CUT HOUSEM At 45' ANGLE MODIFIED 11, CUT IN HOUSEWRAP LINE OF l OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 INSTALL 6' SELF-ADHP FLASHING c NAILING FL. JAMBS EXTEND FL I' BELOW S FLEXIBLE DO NOT SE FIN TEMPORARILY FOLD -UP i SEC HOUSEWRAP(0 TUCK FLAP UNG at HEAD FOLD HOUSEW IN AT JAMBS 4 M�mlmfS NSTALL 6' SELF-ADHE :LASHING c ANTL HEAT 'LASHING ( PAMS) NAIL -LANGE =X rEND )ELF-ADHE :LASHING I' BEYOND Jo -LASHING NSTALL VIP :AP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE&(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TH FLASHING AT THE 1PPLY 4b' NOM. :ONTINUOUS BEAD 7F SEALANT At AMBS AND HEAD of 1PPLY TO BACK OF JINDOW NAILING LANCE IN LINE W/ r.S-PUNCHED IOLIO OR SLOTS. STEP 4 FOLD DOWN VA - ACRO WIND.^. JIDE AD14ESIVE =XIOLE FLASHINt VER DRIP CAP 'EGYO-WRAP EOUIV) WINDOW FLASHING INSTALLATION DETAILS O (FULL WlR%,AP SCALE: NTs NOTE: IF SIP 5�4EATkNCx S�'5TE1"'f 15 INeTALLED, PLEASE SEE 1"C,4NUFACTUR€RS INSTALLATION PROCEDURES Y 4NE NG PINT NOtE� I. It 16 THE CONTACTORS VERPY I' THE COMPAtIBILItY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING; SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAI'fB TO SILL JOINTS WITH DOW IISS FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIP^IETER OP WINDOW WITH SEALANT OF VH V W N Inc 1441 N. RONALD REAGAN BLVD. LONGWdOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 rq W h W co co 0 F~. 4 U cl W A Eli A EF ti suB= P. at LOT: CREEKSIDE EXPRESS LOT #100 PMJMT# 04U1.000 MODAMC 4EFB "FLORA" GARAGE 911I M. RIGHT PAQZk WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C MAY 09 DA ' ; 1111'- SC 1/aWA 4�1. 2x& SUB -BAND W/1 "x4" NOTCI 4 -2 END, WRAPPED IN PEEL 4 STICK DRIP EDGE 7/5" TEXTURED FIN15H Q WOOD 5/8" TEXTURED FINISH a CMU METAL FASCIA \ WRAP /,/all FROM \ STUCCO, 1" FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X( SUB BAND ONLY METAL FASCIA WRAP 2x& SU5 ;= I AEI \ \ ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) \� \ DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) 3-GOAT PLASTER / ',,! 2xro SUB -BAND W/1"x4" NOTCH 'm END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I° OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8" TEXTURED FINIS4 a WooD METAL LATH WOOD SHEATHING, IURB LAYER 01, STUCCO WRAI= IURB LAYER 02, FORTIFIBER BUILDING I APER ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SNEATHINC PLEASE SEE MAI PROCEDURES SUB BAND DETAIL C WALL SUB BAND DETAIL CC WALL W./KICK-OUT FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FL,46HING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1y11x4" NOTCH a END, WRAPPED IN PEEL 4 6TICK *ROOF CEMENT e) ROOF EDGE OMITTED I=OR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV2lix4" NOTCH e END, WRAPPED IN PEEL A STICK *ROOF CEMENT e 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 r w w la 0 El U w a h x Isysazv. � zoT: CREEKSIDE EXPRESS LOT #100 PMJMT# 04321.000 'soap 4EFB "FLORA" awPLAQR BVIN - RIGHT PAQAk WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 0 9 2017 11/23/16 1/4"=l'-0 vimil ra STOOP _ \-1 FIRST FLOOR 11VAC I 1 — ALTEI;NATE LOCATION PLAN FLORA EQUIPMENT SCHEDULE 4 TON MFG CARRIER C.U. 25H BC548A A.H.U. FV4CNB006 HEAT 5 KW SEER 15.5 SEER TOTAL CAP 47000 ELECTRIC .'08/230/1PH BRKR C.C. 40 A.H.0 35 REF LINES 118" & 3/8" SUBDIV. 8e LOT: PROJECT# MODEL: 4EFB "FLORA" GARAGE STFING: RIGHT PAGE: FIRST FLOOR HVAC LAYOUT PLAN PRINT 0716 09 DATE: / SCALE: 1/4"=1'-0" SHEET FLORA EQUIPMENT SCHEDULE 4TON FIF 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" TQPI. LOFT �� l J � 0. BATH Co QQ ° OPT. OWNER'S BATI SECONll FLOOR HVAC LAYOUT PLAN SUBDIV. & LOT: PROJECT# MODEL: 4EFB "FLORA" GARAGE SWING: RIGHT PAGE: SECOND FLOOR HVAC LAYOUT PLAN 09 07 16 PRINT DATE. SCALE: 1/4"=1'-0" SHEET �F �� l<-0V �' �