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Home My WebLink AboutBUILDING PLANA R C N I T E C T S 99 0 0 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) • ALL LOCAL AND STATE CODES .00CUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB ABV. A/C ALT. D. BD. AB ABOVE All CONDTTIONDIG ALTERNATE BBOARDD CABIrETENTER IJriE LAV. LUX. M.C. ID' NTS LAVATORY LUMINOUS XMANUFAACTUR CABINETINE XOUM NOTTOSCALE CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 • MIN. INTERIOR FINISH - •BASIC WIND SPEED - CLASS B Vult=160 MPH Vasil=124 MPH CLG. CLR. CONC. CPT, CEILING CLEAR CDNCRET CARPET D.C. PL P.B. PH. ON CENTER PROPERTY LINE PUSH BUTTON PHONE FAX: (321) 733-7972 • EXPOSURE — *I -STORY RESIDENCE - • 2-STORY RESIDENCE - C MAX. HEIGHT AS PER LOCAL C.T. D. D. CERAMIC TIE DRYER D�Ir�LAM FILL PLYWD. PR.PPRESSURE P T. PLATE PLYWOOD IR TREATED AND STATE CODES DIA. DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL • STATE OF FLORIDA DP. DR. DEEP DOOR REF. RM. REFRIGERATOR ROOM PROFESSIONAL ARCHITECT: D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DRAW S.D. SMOKE DETECTOR JAMES J. CANTWELL D.W. DISHWASFfER S.H. SINGLE HUNG EA. EACH MT. SHEET AR NO. 12079 ELEV.A. EQ. ELEVATION EQUAL smG. SHWR. SHEATHING SHOWER SQ.FT. CALL. S EXH. EXHAUST ML SIIIAR A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 LIYIWj GARAGE ENTRr LANAI TOTAL A/C YOLUM I6-12 Sa. FT. 432 SQ. FT. 38 So. FT. •. FT. 2238 60, FT. 14�13.1 �'• F.G./FX . F.G. FIRFIN. FIR. FLUOR. FR. ➢R. � GA. GAR, GAR. DISP. G.F.I. GL. GYP. BD. H.B. H.C. EXTERIOR FUELDIED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR GAUGE GAUGE GARAGE GARBAGE DISPOSAL GROUND- FAULT CIRCUIT GLASSINTER GYPSUM BOARD HOSE BIB HOLLOW CORE �• SM. s� SC TIC. T� T.O.C. T.O.P. T.O.S. WP— U.N.O. V.P. W. W/ SLIDING SLIDING GLASS sT�� SHEAR W` LL SECTION SOLID CORE TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS OTHERWISE VAPOR PROOF WASHER WITH PLAN REVIEW DATE CHECKED BY: HDR. HGT. OR HT HEADER HEIGHT WD. WOW. WOOD WINDOW INSUL. INSULATION W/H WATER BEATER INT. INTERIOR W.L WROUGHT IRON FILE coyfy SCANNED BY 3T LUCIE COUNTY /7/1--01eG7c nx IST. LUCTT COUN7Y TMTZI.P^G , I�r...,I.... }ZEViEWi�1A ft* T** IiEVIElN` R�' a BATE pT PLAp4tTT Mt1ET HE KEPT t3N JOB N. C, t r�6 r NcpECTION WILL DE MADE. REVISIONS INDEX OF DRAWINGS REV. DATE DESCRIPTION SHEET # DESCRIPTION PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN THESE PLANS ANOALL PROPOSEDWORK PG 1B-LINTEL SCHEDULE ARE SUBJECT TO ANY CORRECTIONS PG 1B.1-SAFE LOAD TABLES REQUIRED BY FIELD INSPECTORS THAT PG 2 -FLOOR PLAN WIAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODFL PG 3C-E1.EVATIO30 PG 4C-FRAMING PLAN PG 4.2-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG DI -MONOLITHIC FOUNDATION DETAHS/SECTIONS PG D2-SHINGLE MONO. SECTIONS & DETAILS PG D3-SHINGLE MONO. 2-STORY WALL SECTIONS & NOTES PC D4-MISC. DETAILS PG D5-PRODUCT APPROVALS PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS CONCEALED FASTENERS OR ATTACHMENTS PG WA3-WALL ASSEMBLY DETAILS ARE THE RESPONTBILITY OF THE PG WA44ALL ASSEMBLY DETAILS CONTRACTOR OF RECORD PG WA5-WALL ASSEMBLY DETAILS PG WA64ALL ASSEMBLY DETAILS ALLLMANI IAR.ESSHOWING ALL QFACTURFS LAwLES 6N�IMM�E U ORS'. ',':Y;LtnM'aF.IMYkSIi F'rs.. `NQ, ffiNDOWS REM ON " 1UN0 AHE ARNOW UNTILINSPL,�01%0AI""PPROVW —2 aesi n p 1 DU no, 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ICk W O F 4 U W A E4 A F: eUSDIV eo LOT. CREEKSIDE LOT #78 Pi�DdB�T+� 04321 000 MOD= 4EAB PIP 1672— ARIA" 0AP.A02 SWING-. LEFT PAGIM COVER PAGE 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA AUG I i aw 08/10/17 sC'7Rr m 1/4"=1'-O" tm M:.y� C l r l i -_ ; ;- 1, 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II, ATTICS W/STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VI 1. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF C. ROOF LIVE LOADS R301.6 ** I **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) 11. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED 11. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 ±0.18 11 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCH ITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5l8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS, 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FORALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BEA MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/<" 4. PROVIDE 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=1,100PS1 Fv=175PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS, 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5, MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS, 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR 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. SO. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. MASONRY 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF 4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. THE ANSI/ PI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/< INCH AND NOT MORE THAN 3/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2,1 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR FOR MORTAR JOINT THICKNESS TOLERANCES. PAINTED WITH A CORROSION RESISTANT POLYMER PAINT, 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 5TH EDITION (2014). 7. FILL CIVIL CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTIOWR302.12-:OF, THE FBCR 5TH EDITION (2014). 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE 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 F1960 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 1/2" AMAFLEX, REINFORCED CONCRETE STRUCTURES, ACI 3`; 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' - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SIDES AND ENDS A MINIMUM OF 120. LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH THIS REINFORCEMENT SHALL BE SUPPORTED PERSECTION R506.2.4 EDITION (2014). 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL EXTERIOR WALL COVERINGS SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 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. EXTERIOR FINISHES 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 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, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la & ASTM-C1063-12a. 3. LATH & ACCESORIES PERASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02/08/17 A R C N I T E C T S aoi n Grsi nc. 1441 N. RONALD REAGAN BLVD.. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w' o' wl' 0 F �r q F ISt Dm da LOT: CREEKSIDE LOT #78 P1ZOJ=T* 04321.000 �tOD�,c 4EAB %672-ARIA" GARAGE IB1IWO: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT: STATE C)F FLORIDA AUG I DATE: 08/10/17 DCAL .- 1/4"=1'-O" 9I ET GJLV ARCHITECTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 J F W W U O F 4 v h W A h A F ti 8usary ae L0171 CREEKSIDE LOT #78 Pi�JMT# 04321.000 Mor�Eu 4EAB "16`72-ARIA" GARAGE 8WING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C A R C H I T E C T S DOWEL PLAN 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W U W O F Q U A F A E: 9Vi i�.ii-. aC LCI% CREEKSIDE LOT #78 pFmon=T# 04321.000 �0 4EAB "1672- ARIA" GARAGR awngG-. LEFT PAGIM DOWEL PLAN 160 MPH EXP, C ARCHITECT STATE OF FLORIDA ni!r I I /pn2a P 06/10/17 DA 9C 16:1/4"=1'-0" CT L— 2 (2) 3052-SH ECaRESS L— 2 L— 3 (2) 3052-SH ECsRI=SS . ul LINTEL SCEEDULE NOTE: THE LINTELS MAY 5E SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS AFRE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED el ASTm4RETE" LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L I 17'-4" SF28-I5/IT L 2 1'-6' 9FI6-I5/It L 3 12'-0" SFI6-I5/IT L 4 9'-4' 8FI6-I5/IT L 5 7'-6' SF24-I5AT L 6 4'-6" SFI6-OB/IT L 7 4'-6" 85iF6-I5/IT JA5V. DOOR ASSI=MELT, STM. 8'-0 DesWn p 1 oU Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com L AA #: 0003325 h w U W 0 F Cal co W A F F; mow SZJ83iIV. � LO'T: CREEKSIDE LOT #78 PRoJ=T# 04321.000 MOD= 4EAB "1672-ARIA" awRwwall aVINa: LEFT PA Q& LINTEL SCHEDULE 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG l Y 2017 DAB: 08/10/17 SCA=; 1/4"=1'-0" F° `COPY &AFE LOAD TA L 5 FOR GRAVIT-T', UPLIFT 4 LATERAL LOADS 8" PRECAST 4 PRESTRESSED U-LINTELS C,A,P-44R.W. AVIT'- LENCzTI� T1'P SUS SF5-05 SFI2-0P469S 20- 24- 28- 32- SF8-15 SF12-i OF20-15 OF24-15 W29-15 OF32-15 2'-10°C34") PRECAST 2302 3166 4413 1526 9004 10412 11936 3166 4413 1526 9004 10412 IIW6, 3'-6" C42") PRECAST 2302 3138 3311 6001 1315 8630 9941 3166 4413 7526 W04 10412 11936 4'-0" (45") PRECAST 2029 2325 2496 3461 4438 5410 6384 1358 2646 4413 6039 1526 9004 10412 IIS36 4'-6" (54") PRECAST 1651 17S1 I913 2651 3403 414E 4896 5644 2110 4021 6039 1526 9004 10412 9668 5'-4" (64") PRECAST 1184 1223 1301 1609 2311 2526 3336 3846 1665 2889 5051 6096 5400 6424 1450 5'-10"(70") PRECAST 972 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 6'-6" CTS") PRECAST 937 1255 2101 3263 2746 3358 3911 4585 1255 2101 3396 5260 1134 8995 68W 7'-6" (90")PRECA5T 767 1029 1675 2365 1994 2439 2886 3333 1029 1615 2610 3839 5596 & rro13 5041 9'-4" (112") PRECAST 513 632 1049 1469 1210 1482 1154 2027 165 1212 1518 2544 3469 4030 3121 10'-6"(126") PRECAST 4r56 482 802 1125 915 1122 1328 1535 658 1025 1514 2061 2114 3130 2404 11'-4" (136") PRECAST 445 59S 935 1365 1854 2355 1193 2015 598 935 13ro5 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 964 1254 166E 2014 1510 1818 864 1254 1693 2211 2832 3590 13'-4" (160") PRECAST 362 126 1025 1331 1635 1224 1418 r46E� 148 1016 1435 1655 2343 2920 14'-0"C168") PRECAST 338 648 919 1190 1462 1051 1260 100 1003 1335 1114 2153 2666 14'-8" (116") PRESTRESSED N.R_ NR NR NR NR NR NR NR 465 165 1 1310 2045 2610 3185 3165 15'-4" C184") PREStRESSEI? N.R. NR NR NR NR NR NR d.20 695 ff12570 1855 2310 2890 3410 IT'-4" (208")PREStRESSEP N.R. NR NR NR NR NR NR 310 530 950 1400 1900 2200 2600 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1180 2110 22'-0"(264")PR.E5TRES5ED N.R. NR NR NR NR NR NR NR 160 300 510 Sl0 1250 1660 1970 24'-0(288") PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 410 720 1030 1 1350 1610 8" PRECAST 4 PRESTRESSED U-LINTELS C� CRC UFL- f FT LATERAL 12-1T 16-IT 20-IT 24-It 28-IT SF32-ITLENCsTI� SF8 E721r2518 12-2t 16-2T 20-2 24-2 28-2 8F32-2TSUS 2'-10"C34"J PRECAST 4101 5332 6569 1811 9055 2021 2121184 39SI 5190 6401 1630 885-T2021 3'-6" (42") PRECAST 2165289 3260 4231 521E 6204 7192 1251 1251 2165 2215 3165 4125 5091 6061 1036 4'-0" (45") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1818 1925 2150 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1162 2501 3257 4010 4167 5525 -12T 12-1 1660 1105 2435 3111 3913 4.658 5406 5'-4" (64") PRECAST 1393# 1484 2110 2141 3315 4010 4648 505 505 1393 1 1431 2050 2610 3293 3920 4549 5'-10"(70") PRECAST 1212« 1351 IS30 2505 3084 3665 4241 418 418 1212 1315 1615 2441 3010 3583 4151 (78") PRECAST 1141, 1200 1133 2250 2169 3290 3812 707 887 1141 1182 1664 2192 2103 3216 3732 7'-6" l90"J PRECAST S590 912 1415 IS14 2354 2191 3240 59i 657 990 102 a 1466 1901 2351 2191 3245 9'-4" (112") PRECAST 1 612 980 1269 1560 1852 2144 454 630 801 155 1192 1550 Ig10 2211 2634 10'-6"(126") PRECAST 116• 498 l93 1021 1261 1496 1131 396 493 116 611 1039 1389 1111 2034 2355 11'-411 (136") PRECAST 666* 435 fo96 S99 1104 130E 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 601• 400 631 816 1001 1166 1312 340 494 631 1 486 1 815 1209 1514 1 I199 2086 13'-4" (160") PRECAST 500• 340 532 686 841 99l 1153 302 398 573 409 682 1004 1361 1637 1551 14'-0"(168") PRECAST 458* 316 493 635 118 922 1065 256 360 545 318 629 922 1254 1561 1816 14'-8' (17611) PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 552 1156 1491 1142 15'-4' (184") PRESTRESSED 228 218 430 553 roll 801 925 N.R. 327 228 329 542 791 1072 1381 1616 (208")PRESTRE55ED 156 159 236 276 361 449 464 649 56l 814 ro10 1121 114 1389 N.R. 255 IV-4` (232") PRESTRESSED 165 201 313 401 490 578 661 N.R. 204 165 239 383 550 l36 940 1160 21'-4" (256")PRESTRESSED 145 186 215 356 433 512 590 N R I72 142 212 336 417 635 so-[ 993 22'-0"(2ro4")PRESTRESSED 140 180 265 343 415 493 568 N R 161 131 205 322 457 601 111 947 24'-0"(288")PRESTRESSED 121 165 244 312 380 441 515 N.R. 113�; 124 ift 290 406 538 680 833 *REDUCE VALUE 5Y 251% FOR GRADE 40 FIELD RE15AR 8" PRECAST UJ/ 2" REGESS DOOR U-LINTELS 4c^wr- W4 GfRAVT*r TYPE LENGTH 6- 8RFI0-05 SRF14-05 OM=18-05 6W22- OW26- DR=30-05 SRU6 SR=r,-IB SW10-15 SW14-15 SWIS-15 OW22-15 SR=26-I5 Vq--30-15 4'-4" (52") PRECAST 1489 15V 1821 3053 3412 2982 4982 3954 6412 4929 1941 5904 9416 6880 10818 4'-6" (54") PRECAST 1351 1449 2162 2114 3600 4481 5375 6264 1102 3412 4982 6472 1941 9416 10818 5'-8" (68") PRECAST 185 832 1153 1602 2162 1550 40-14 2058 6412 2566 6516 3015 5814 3585 6839 5'-10" (70") PRECAST 735 7l9 1500 144E M24 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 (80") PRECAST 822 Sol 1611 2933 2516 3223 3812 4522 90l 1611 2933 4100 6130 V11 6101 (90") PRECAST 665 161 1311 2252 1958 2451 2944 3439 164 1311 2329 3609 5492 6624 5132 9'-8" (116") PRECAST 371 420 834 1253 1011 1342 1614 1586 535 '528 1491 2119 2618 1 3595 2815 8" PRECAST W1 2" RECESS DOOR U-LINTELS 4^rr6*M L� f L (F T LATERAL T`i'PE LENC�TN sFz%-IT 8RI=6-2T 81:FI0-IT SIIV-10-2T OW14-1T &W14-2T 8W18-1T SRI=184T 8RP22-IT SRF22-2T SW26-1T 8W26-2 SRF30-IT SRF30-2 5RU SRF 4'-4" (52') PRECAST 1244 1513 2413 3260 4112 4961 5625 932 932 1244 151E 2339 3170 4006 4850 5696 4'-6" (54") PRECAST 1192 1501 2311 3121 3931 4756 5511 853 853 1192 1455 2240 3036 3831 4643 5453 (68") PRECAST 924* 1112 I195 2423 3055 3689 4325 501 501 924 1132 1141 2351 2918 3603 4230 5'-10" C70"J PRECAST 896• 1135 1142 2352 29fo5 3581 4198 469 469 896 1099 1690 2288 2891 3497 410ro 6'-8" (80")PRECAST ll8 882 1513 2042 2513 3101 3642 630 1100 778 956 1468 1987 2509 3035 3563 7'-6" l90°)PRECAST 688 69l 1325 1610 2280 2153 3221 ll0 941 rose 849 1302 1162 2225 2690 3151 9'-8" (Il6") PRECAST 533• 433 808 1123 1 1413 1104 1995 516 614 533 521 1009 13ro9 1 1728 1 2088 2450 Ti'fE pE5iC�NAT1CN F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF 05 RE5AR AT I r BOTTOM OF LINTEL CAVITY 1/IT NOMINAL WIDTH J L QUANTITY 01= +'S NOMINAL Hr=lr-%HT- REBAR AT TOP *REDUCE VALUE 15T 15T- FOR eRADE 40 FIELD RESAR 9 [E *5 RE5AR AT TOP MIN. (1) REQ'D e •. 1-I/2" CLEAR d. ° L d T C.M.U. S RE5AR AT BOTTOM •� OF LINTEL CAVITY 1-5/8'ACTUAL S" NOMINAL WIDTH BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) 6AFE L©AD TABLE NOTE5 i'�I'�T �i `LGJ C� NEfRAL NOT 5 — I. All values based on minimum 4" bearing. Exception. Safe loads for unfilled 1. f'c precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. lintels must be reduced br y 20, if bearing length is less than 6-1/2" 2. 2 f'c prestressed lintels = 6000 psi. 2• Shore filled lintels as required. Safe loads for all recessed lintels based on 8" nominal bearing. / maxi f'c grout = 3000 psi w/ maximum 3/8" aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated. 4. Concrete masonry units per ASTM C90 w/ 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. minimum net area compressive strength = 1900 psi. ps vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Radar provided in precast lintel per ASTM CsR60. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per ASTM A61s CxR40 or CaR60, longer with a nominal height of 8" meet or exceed L/180. addional reinforced masonry above the precast lintel. 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar be located at the bottom of the -1/32" lintel cavity. 6. One r rebar may be substituted for two *'S rebars in 8" lintels only. 210 low relaxation. 7. are diameter wire stirrups are welded to the battom steel for i° mechanical anchorage. g 7. The designer may evaluate concentrated loads from the safe load tables by 1. 7/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. calculating the maximum resisting moment and shear at d-away from the face of support. 8. Mortar per ASTM G210 type M or S. 9. Safe load ratings based on rational design analysis per ACI 316 and ACI 530 6. For composite lintel heights not shown, use safe load from next lower height. c3. All safe loads in units of pounds per linear foot. A R C H I T E C T S •1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w w U W a a U A F ®V9DIY. Ae LOT. CREEKSIDE LOT #78 PRO"=T# 04321.000 MODILa 4EAB " ./� ` 11 6-'7w2 -aaAR I" A LEFT PAGre- SAFE LOAD 'FABLES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JkljC iI I DA 08/10/17 SC 1/4"=1'-0" OPEL :T e GROUND SNOW LOAD WIND DESIGN SPEED`' TOPOGRAPHIC (MPH) EFFECTS SEISMIC DESIGN CATACxORYr 13UBJECT TO DAMAGE FROM WINTER DESIGN TEMP ICE BARRIER UNDERTLAYMENT REQUIRI=D" FLOOD HAZARDS" AIR FREEZING INDEX MEAN ANUAL TEMP! wEATHERING" FROST LINE DEPtIIb TERMITE° NA 160 C NA NEGsLIGABLE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH FBC R302.S.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOIE INSULATION SHALL 5E IN ACCORDANCE: WITH SECTION 1=5C R302.10.1 THROUGH FBC R302.10.5 COk KKW AM CLAD IM WW LOADS BA61C W S POSWf;E FOR 3 BE= GM OPEWU SOME M IW WH WILiD MO ARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 33.4/-44.6 CRITERIA EXTERIOR SWING IS 5 322/-423 DR. MIN. CRITERIA 5.Cs.D. MIN. 41 5 30.4/-38.7 CRITERIA 160,10 O.H.D. 112 5 282/-343 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDO, CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FSCR 612.2 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COFtTROL DATE 07WO n ;f n O VANITY O VANITY � cD br ro m LD U mm" 12'-011 10'-8" 4" GONP. (2) 3052-5H EGRESS (2) 3052-614 A-- ------------- 0SUTES I I I LANAI j s-scLG. I 8'-15" CLG. ROM O s'-s" CLG. I I 13'-011 3'-0" 2'-all �'-4" o (2) 3052-514 I 3'-10" 3'-4" v, -r 1R-ISH -S f — I. W.LC 8'-s" CLG. . 1- �I C. — v — — I b36 o III I _JI I I I Osb36 t e l l I z N e II PROVIDE D5L STUD EA. END NEWALI GREAT ROOM s'-s° CLG. IR-ISH C. I b24 II V b 6KITCHEN 31l 3 & 3'-03' 10" -a' -a" cLG. >j� —3' ° 3'-8" � 4-'--B4 4" - I BATH 8'-Sli CLGs. xs SH 3-0. A -11 BD2'R-8M" .# V-8" CLG. 3 _all z _8 �'_4, L.AV. _-1 3 _41 GNI NOTE- I �(� p CI -all 'L• 3'-8 IG. L--� 8 SN L J CLGs. 'L I I l v 3-5H E 36"x60" sHWR PAN W/ ENCL. LAV. a" IR-15H — — S r 22"x54° LATTIC SS j BOLLARD As REQ. Q II BATH I I� �% 8'-8" CL Q Ila AV. II WC. I I PER 5LDGs. CODE FOYER GARAGE s -8 c �. C. V. - _ I I IR-ISH ------ 3068 W/ 36 "XIO" TRANS. 3'-8" 21-4" 01=011 T" BDRM #2 V -8, CLG. ENTRY CLG Iro'-0'X7'-0"O.H.D. (2) 3052-5H EGRESS L_--o7 -0" 2'-5" -8' r'-0" 4'-4" FLOOR PLAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU F15ERGLASS DOOR W/ TRANSOM (51NGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GsARAI TO RESIDENCE TO 5E EQUIPPED W/ SELF -CLOSING DEVICE (R302.5.1) F5CR 5TH ED. (2014). SQ.FT. CALC.'S LIVING 1612 5Q. FT. GARAGE 432 50. FT. ENTRY 38 SQ. FT. LANAI 96 50. FT. TOTAL 2238 60. FT. A/C VOLUME 14113.1 IEXTERIOR MASONRY WALL 5RGs. HEIGPTS (AR DETAIL A SCALE: 1/2"=1'-0" = co TORCH Co -ARCH Ii r ,ARCH A R C W 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 x w U W 0 F 4 W 4 F a MON a LAT: CREEKSIDE LOT #78 04321.000 atoDmu 4EAB "1672— ARIA" GAP.AQJC OWING: LEFT PA4IC: FLOOR PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA DAT 08/10/17 95C :1/4"=1'-0" 8ii3MST ARCHITECTS - - Ea. Fa. LE Roor- ROOF OFF RIDG VENT FOAM DRAIN 6p12 — TILES ro 4" RAISED BAND - 1 4' RAISED H wAz 4 Id WA1 vB BAND -a, 5RJS. HGT. 8'-8' BRG. HCat. S'-S' 5R.G. HCsT. - ®8 wAl TY'P WAz �ItYP.` — BRCS. HGT. br -0" 14B WA TYP. wa 16 "X62' TY 14s 211_ - P. DECORATIVE SHUTTER CYP OFT. COACH 9 ILr LICsHt wA2 �? 4 RAISED BAND (TYF.) (�{ II - -0" FIN. FLR. 0 -0 FIN. FLR. 0 -0' FIN. FLR _ �' + - - - - - - 0 -0 FIN. FLR �EA� ELEVATION FRONT 7 T ELEVATION ATI®1 V TEXTURED FINISH TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.&I 0'-0" FIN. FLR. 6-8' BRCS. HGT. _ 0'-0' FIN. FLR I— OFF RIDGE VENT OFF RIDGE VENT ■ N I `,1GT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS FER FBC R-103B.1 Ij OFF RIDGE VENT LEFT TEXTURED FINISH OFF RIDGE VENT ELEVATION ,_0" J,8'_811 BR.Is. HCsT. _0II 0'-0" FIN. FLR _ 0'-0" FIN. FLR AREA OF ATTIC = 2235 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2235 /300 = 7.45 VENTILATION AREAXSQ. INCHES PER FT. (144) = 1072.8SQ. IN. MIN. REQUIRED VENTILATION = .5X 1072.8 IN UPPER PORTION OF ATTIC = 536.4 SQ. IN. OFF RIDGE VENTILATION AREA - 115 SQ. IN. PER VENT 536.4 /115 TOTAL# OF VENTS REQUIRED - 4.66435 TOTAL#OF VENTS PROVIDED = 5 *AREA OF ATTIC IS THE PERI MITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 11 �� 88 a ��ECO. DETAIL t 1 SCALE: 1/2" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 00033251110 w Q W 0 E a U W A ®VSDIY. ae WAX CREEKSIDE LOT #78 04321.000 D�dODSIc 4EAB "1672-ARIA" GARAGE OWING: LEFT PAGE. ELEVATION, 160 MPH EXP. C .111� ARCHITECT STATE OF FLORIDA AUG I ! ill DAT81--. 08/10/17 8CALIM 1/4"=1'-0" m DENOTE RAT RUN s 10' O/C MAX. _ = PEWt 24 STR941AQC a 10' Or. MAX BRACING LEGEND EXTERIOR GAIBLE TO BE BRACEP w/2X4 BLOCKINCs m 4'-0" O.G. BETUEEiN TOP CHORD t 2X4 SYfz 02 X-BRACING:. REFER TO DETAIL S/D5 FOR BRACING: REQUIREMENTS FASTEN 2X4 SYP 02 OR SPF BEVEL CUT TO TRUSS TOP CHORD 111/10d x 3" NAILS a 6" O.C. STAC-PSERED NOTE: REFER TO TRUSS MFR'S SIGNED E SEALED DRAUUINGS FOR WEB BRACING LOCATION, SIZE t REQUIRED FASTENERS. FRAMING IX4 DIAL. B1". CHORD BRACING, TYP. PLAN RANEY 06/02/14 GABLE: END BRACING SEE DTL. '4' SHEET D2 A R C H I T E C T S 6 GDes�n r0L inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 w U w 0 yF w U A F A F vo F KSIDE LOT #78Tfp 1.000 alu AB 1672—ARIA O GARAGB elftwo: LEFT PAG IM FRAMING PLAN 160 MPH EXP. C ARCHMECT: STATE OF FLORDA AUG I I np ' . 08/10/17 BCA s 1/4"=V-0" I A R C H I T E C T S CONTROL DATE: 01-05-11 CONNECTOR O NECl®R SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 PTA 16-18 1625 (6) 10d x 1 1/2' I -PLY, (6) Ibd 2-PLY, (USP: (10) 10d X 1 1/2" - NO 16d OPTION) C2) META-16 ]am (2) (2) HTA 16-I8 2800 10d x 1 1/2" I -PLY, (USP: (10) l0d x 1 1/2') 2515 (14) 16d 2-PLY CUSP: NO l6d OPTIOISU HETA-16 18110 PTA 16 1810 (9) 10d x 1 1/2' I -PLY, (8) 16d 2-PLY USP: (10) 10d x 1 1/2", NO 16d OPTION HETA-20 1810 PTA 20 1810 (9) loci x 1 1/2' I -PLY, (8) 16d 2-PLY USP: (10) 106 x 1 1/2", NO 16d OPTION � C2) PIETA-20 (2) PTA-20 3230 (10) 10d x 11/2" I -PLY USP: (10) 10d x 1 1/2" 2500 (12) Ibd 2-PLY (USP: NO Ibd OPTION) Z 0 LGT-2 2150 LUGT-2 1550 (7) - 1/4" x 2 1/4" TITEN, 2 CUSP: 5LK (5) 1/4' W5, WOOD (16) 10d V) DETAL-20 2480 OPTA-20 2430 (18) - loci x 1 1/2, 1 PLY MGT + 3565 MUGT 4115 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EM15ED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD) HGT-2 + 10980 HUGT-2 9190 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) 10d TO WOOD CUSP: WOOD (8) loci) HGT-3 + 10530 HUGT-3 5860 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) lod) LGT3-SD82.5 3285 LUGT-3 3525 (12) SDS 1/4'x3' TO GIRDER, (4) 3/S' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8" X 5" WEDGE 50LT, WOOD (I2) W825) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (IO) loci x I-I/2' (USP: (10) loci x I I/2' vC:T 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), dw-SDS I/4'X3" TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32)-SDS 1/4"X3' / 2 PLY MTS-12 1000 MTW 12 I155 (14) 10d x 1 1/2' (USP: (14) 10d x 11/2", (14) loci) HTS-16 1150 HTW 16 1260 (16) 10d x 1 1/2' (USP: (16) 10d x 1 1/2', Oro) 10d) HTS-20 1450 HTW 20 1530 (24) loci x 1 1/2" (USP: (24) loci x 1 1/2", (20) 10d) HTS-24 1450 HTW 24 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 I/2", (20) 10d) LSTA-12 ++ 525 LSTA 12 530 (10) 10d USP: (10) loci 1-6TA-I8 ++ 1235 LSTA 18 1235 (14) 10d USp: (14) 10d MSTA-18 ++ 1315 MSTA-18 1310 (14) 10d USp; (14)106 V) MSTA-24 ++ 1640 MSTA-24 1640 (15) l0d USP: (15) lod 0- MSTA-30 ++ 2050 M5TA-30 2065 (22) 10d USP: (22) 10d < [ifI— MSTA-36 ++ 2050 MSTA-36 2065 (26)1" USP: (26)10d MSTI-36 3800 KSTI 236 BOW (36) 106 x 11/2" USP: (36) loci x 1 1/2" N MSTI-48 5065 KTSI 240 5140 (48) loci x 1 1/2" USp, (48) 10d x 1 1/2" H6 550 LFTA 6 1210 (8) 8d TO PLATES, (8) 8d TO STUDS CUSP: (I6) 8d x 1 I/2', (16) 8d) 5P4 885 SPT 4 945 (6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS A34 396 MP 34 380 (4) Sd x I W' TO SEAM, (4) Sd x 1 1/2" TO POST. USP: (4) 8d x 1 I/2" TO BEAM, (4) ed x I I/2' TO POST. HGP2 645 HHCP 2 600 (12) 10d x 1 1/2' USP: (10) loci x 11/2" TO TRUSS, (10) 1" X I I/2" TO PLATE P10A 1140 RT I6A 1380 (I8) 106 x 1 I/2" USP: (9) 10d x 1 I/2" TO TRUSS, (8) 10d X 1 1/2' TO PLATE VGT < HDU4 4940 PHD 4A 5215 (l6)-SDS 1/4"x3' TO WOOD, (10)-SDS I/4'x2 1/2' W/ THREADDED ROD, e2) NUTS/W4SHER/2 PLY USP: 5/9" ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS VGT 4 H015 4S40 TDX 10 10140 (16)-505 1/4"x3' TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTSNJ064HER/2PLY USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/5" THRU-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6115 (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12)16d TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 12000 PAU 66 2380 160M (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12)16d TO WOOD USP: SAME AS SIMPSON V) of LTTIS +++ 1340 LTS 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC, (8)10d TO WOOD USP: SAME AS SIMPSON LTT20B +++ 1500 LTS 2oB 1105 (I) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN GONG, 00)10d TO WOOD USP: 3/4' ATR MIN 1" EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) loci x I I/2" 2-1/2" _ (� Q HTT4 4455 HTT45 4160 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (IS) SD010 X 1 1/2" (USP: 00) Ibd X 2-I/29 USP HAS MORE NAIL OPTIONS: (20) loci, (20) loci x 1-1/2', (20) l6d x 2 1/2' HTTS Sow HTT45 5005 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (26) Ibd X 2 1/2' (USP: (20) 16d X 2-1/2") USP HAS MOIRE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2", (20) Ibd x 2 1/2' HHDQII-SDS 25+ 11,810 UPHD II 14395 (U I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG., (24) SDS Y4' x A' WOOD SCREWS (USP: (24) W63 WOOD SCREWS) HD1B 6645 TDX 10 10140 (I) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) -1/8' BOLTS) clf W 0 Z Q = M5HA 3.56/1125 3415 5330 NFM35X12U 2580 1130 SIMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. FACE, (18A0d TO BEAM USP: (1) 1/2" J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4" FROM EDGE OF GONG W/ 3/4, DIA ITW RAMSET/KrEDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. HUSC412 (WOOD) 3635 2660 (PLR) HUS4I2IF 3060 2110 CEEB) (10) 16d TO HEADER, (10) 166 TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) HUC410 (CMU) 1800 4920 HD410 IF 1305 5000 (18) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) loci TO WOOD: CUSP: (IS) I/4' x 3" W53 SCREWS, (10) lod TO WOOD. UEp (20) 3/t6' TAPPER+, (10) 10d TO WOOD HUG230-2 CGMLL) is" 5085 HD210-21F 1305 5000 (18) 1/4" x 2-3/4" TITEN (5 PER FLANGE) TO CMU, (10) loci TO WOOD: CUSP: (I8) 1/4' x 3" WS3 SCREWS, (10) loci TO WOOD. USP (20) 3/161 TAPPER+, (10) 10d TO WOOD HUC210-3 (CMU) 1�0 Soft HD210-31F 305 5000 (18) 1/4" x 2-3/4" TITEN (5 PER FLANGE) TO CMU, (10) 106 TO WOOD: CUSP: (19) 1/4' x 3" WS3 SCREWS, (10) loci TO WOOD. USP (20) 3/16' TAPPER+, (10) loci TO WOOD LGUM26-2-SDS 1430 5595 LGUM26-2 2125 6065 (4) 3/5' x 4" TITEN HD ANCHORS (2 PER FLAKE) TO CMU, (4) 1/4' X 2 1/2' SDS SCREWS TO WOOD, USP (4) 3/8" X 4' WEDGE BOLT+i WS3 WOODS WS HIGH STRENGTH EPDXY = 5IMP50N "SET EPDXY -TIE', CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ loci COMMON NAILS CAN 5E SUBSTITUTED WITH 104 x 1 I/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5ONDSEAM WILL BE 5% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7' Ld I— 0 A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , "HIGH WIND -RESISTANT CONSTRUCTION F-C-1-1111RCAGI6, AND ANCHORING < FASTENING SYSTEMS FOR CONCRETE E MASONRY CATALOG C-SA5-2012 t USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 DSL 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO 1'-0" '1'-0" TO 10"-0' 10'-0" AND OVER TWO STORY APPLICATION DOUJN STAIRS SIZE CLEAR SPAN D5L 2 D5L 2 pSL 2 D5L 2 x ro x 8 x 10 x 12 UP TO 5'-0" 5'-0' TO 6'-4" 6'-4' TO W-O" 8'-0' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 6'-0' UN.O. 4'-I1 I/2" �'-il I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER I 2 3 NUM5ER OF FULL LENGTH STUDS I 2 AT EACH END OF HEADER 3 2 x 12 ("2 SYP) I/16" 085 NAIL (3) 126 a 6'-8" O.G. TYP. 2x12 BM./HDR. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, J.N.O: * TRUSS TO MASONRY/CONCRETE SHALL BE META-16 * FLOOR JOIST TO MASONRY/CONCRETE SMALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. * TRUSS TO WOOD FRAMING SHALL BE MT5-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOP/FLOOR TRUSSES. 5. HEADER SPAN CHART E MINIMUM WALL 1 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES -9 EA. END. CUT PITCH e BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS, 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. 8.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 PBC RESIDENTIAL SECTION R302.12. 9.REFER TO DETAIL 8 SHEET D4 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS e DETAILS. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W h W 0 0. U W A F A BLTHDi1� ae LOT: CREEKSIDE LOT #78 PROJZCT* 04321.000 MODNXA 4EAB "1672-ARIA" GARAGE IB71'DM: LEFT PACE: CONNECTOR SCHEDULE 160 MPH EXP. C ARCHITECT: STATE OF FLORtDA AUG 1 1 201 08/10/17 8CALE: 1/4"=1'-0" j 4.2 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —�--7 125V OUTLET 20 AMP SINGLE POLE 110v OUTLET Nov OUTLET In or OUTLET WIRED ��V..) TO SWITC14 wl 110v OUTLET EAUIFED W F)WL (17A!" INESISTANT (TAMPER REelaraxr TYPE) E0 220V OUTLET (4) MIRE CavNECTION GROUND T CiF1 OUTLET RNTEROJPYERRpROOr SWITCH IDS SWITCH 3-WAY OPER W4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGI4T Vp VAf- PROGP �0\ CO) IECESaED CAN WALL SCONCE �- PRE-WIIEp VENT. FAN I Off" I PER 6Q FT. VENT. FAN WiLIC�17 I OFM PER SR FT. v F (aPEC'S TBD Br 2'FLUOREBGENT 4' FLUORESCENT 4' TRACK LIGHT =;-W� PANEL METER W HH ARDWIRE� SMOKE DETECTOR WALL MOUNTED BAIT. BACIK-UP SD. SMOKE DETECTOR W/ HARDWARE FGARCON ® S/GO MONO)fIDE T� COMBO BATT, 54CUK-UP W( IN CO NE OkOLL OE A DIDTANCE Q= NOT LE_8b THEM 4' PENDANT LKaHT � T� H> NATURAL GAS OUTLET ► TELEPHONE JACK WATER HEATER TO �LEVATE DISCONNECT ..�D TV. I �� TELEVISION JACK CEILING COX REQUIRED O TO BE SUPPORTED IN AOGORP MCE W/ COX J-BOX aIW-aP Aa auCH1 FOR rI I &— READ TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W( COX MARKED Aa MC+4 FOR FLOOD LK#T FKF OPT. 8ECURITr KEYPAD P.B. PUSH-BUTTON FOR CHIMES use PORT' NOTES: LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED m HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL PA51TA5LE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 5TH EDITION (2014). " 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI m ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI50'13 FBCR 5TH EDITION (2014). o LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS o WIRING METHOD SHALL 5E NON METALLIC CAALE PER ELECTRICAL PROVISIONS OF F5CR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH ED (2014). EFFICIENCY) 2014, 5th EDITION R404.1 METER FIELD VERIFY LOG. F 2�,44 1311 IA/G C3FIIj "24 _q 23 CEILING: I OyP1VER'S MTD. LIGHT I To BE SUITE - ` _ 30 INSTALLED, 3 PROVIDE 24 29 J-BOX FOR CLG FARED — / 1 13 WP OPT. FAN 24N C4=1 0 DINING �- 5100 ROOM W.LC. 24 ��\ 3�24 rl `25 0. BATH T'E / " I25 22 ,� In / 2C, 1 l of FA �1 LAUN. O 30 �L IV DI COP WH I m 42' O 6S 13 — — — -- 1 13.�1 / L- --- / BOLLAAS RD / PER EQ- WALL MOUNTED CODE LIGHT W/SWITCH IN ATTIC / 13� � KEYLESS FIXTURE 29 19 PROVIDE D DBL STUD CLG FAN EA. EN30 p1 ! D 7�-C OF n I' KNEEWALL / 30 GREAT ROOM SWITCH IN / CABINET / 1 19 GFI KITCHEN I HOOD WIRE W/ OUTLET FOR FUTURE MICRO. 0 304 II/ -P.B. FOR GARAGE 1 DOOR 1 29 y� 3m FOYER \ 29 z GPI �C Q 13 CLG. OUTLET / IRRIGATION oHD OUTLET m 1 48' A.F.F. GPI 28 � 1 • GARAGE \\ I �Wpp 3 I rl 30 II ENTRY / / OPT. / COACH LIGHT BDRM.#3 �26 //PRE -WIRED / CLG FAN I I \ \I �� ATH Ll 3� I `® �- �kGo - - - -- \ BDRM.#2 - P.B. FOR \ CHIMES 21 2 @2-t PRE -WIRED CLG FAN EUhC`�R�CA� PLAN PROVIDE SQ-D "QO' PANEL LOAD CENTER OR EQUAL SERVICE 120/240V, IPH, 3W MINIMUM BREAKER AIC 10K BUS RATING:2DO AMP SURFACE LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT. NO. WRE SIZE BKR TRIP TRIP AR HANDLING UNIT 60 6 1 21 8 35 CONDENSER AR HANDLING UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 9 1D 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 20 LAUNDRY RECEPTACLE GARAGE LIGHTS AND RECEPTACLES 20 GFCI 12 13 14 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI 12 17 181 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 20 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES BREAKFAST ROOM 20 AFCI 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) DINING ROOM RECEPTACLE(S) 20 AFCI 12 23 24 12 15 AFCI MASTR SUITE LIGHTS AND RECEPTACLES TOILET ROOM RECEPTACLE(S) 20 AFCI 12 25 26 14 15 AFCI BDRM. #3 LIGHTS AND RECEPTACLES BDRM. 12 LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 15 IRRIGATION CONTROLS GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFG GENERAL LIGHTS AND RECEPTACLES SPARE 31 32 SPARE SPARE 3334 SPARE SPARE 35 36 SPARE SPARE 3738 SPARE SPARE 3940 SPARE NOTES: A. CONARM BREAKER AND WIRE SIZES WITH EQUIPMENT PROVIDED. B. WIRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN. C. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. D. PHONE & DATA WIRE TO BE CAT 5 E CABLE TV WIRE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. G. MAIN TO ALWAYS BE LOCATED NEXT TO METER. 1r50 AI" IR ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTIRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH r=PJTI (2 14) 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 SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 16 PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 5ID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE "D2) HOUSE PLAN: MODEL "ARIA" LOAD INFORMATION VA 1672 SQ FT GENERAL LIGHTING X 3VA PER SQ FT 5016 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 1 IRRIGATION PUMP 2640 allBTOTAL OF GENERAL LOAD 38056 FIRST 10 KVA OF GENERAL LOAD AT IOOR 10000 REMAINDER OF GENERAL LOAD AT 40X 28056 VA x .4 11222 TOTAL NET GENERAL LOAD 21222 3.5 TON HEAT PUMP (W/ 5KW EMERGENCY HEAT STRIP) 21 AMP x 240 VA- • 9600 3.5 TON COOLING SYSTEM 40 AMP x 240 VA= NET GENERAL LOAD 21222 NET TOTAL HVAC 9600 TOTAL LOAD 30822 CALCULATED LOAD FOR SERVICE 30822 VA/240 V= IRS AMP 150 AMP SERVICE *WORST CASE SCENARIO - HIGHEST HVAC LOAD USED FOR CALCULATIONS. - NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA m 100%, REMAINDER a 35% NET LOAD: 6,949 VA RANGE: 12000 m i0% 8,400 VA DRYER: 5,000 m -toy, 3500 VA TOTAL 18,849 VA NEUTRAL AMPACITY: 18,489 / 240 = '18 A 02 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 34"2/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THLUN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT m OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO M O PANEL 15OA/2P MC5S TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 50NDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014) 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD ARC H I T E C T S lY IN. RVINHLU RCHUHIN DLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F N h W v W O a w A F 9VSDm de LOT: CREEKSIDE LOT #78 PROJMT# 04321.000 MOD= 4EAB "1672-ARIA" 4AR/IIOR 13MXI iyi': LEFT PAOM. ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA A1JG ) J 20 np �; 08/10/17 SCAL&: 1 /4" =1' - 0' IN) ARIA EQUIPMENT SCHEDULE 2.5 TONS MFCs CARRIER Cu 2514BC530A AHU FV4CN(5r-)005 HEAT SKIU SEER 16 SEER TOTAL CAP 29000 ELECTRIC 205/230/IHP 5RKR Cu 30 AHU 35 REF LINES 3/4' ! 3/5' A C LAYOUT P ALA N F W U W may.. 0 F a U W A h F; BUBDid AC LQ'r: CREEKSIDE LOT #78 P1OJBCT# 04321.000 acaaaz�: 4EAB "1672—ARIA" awRa�a�� swxxcs: LEFT PAGB: H VAC PLAN 160 MPH EXP. C (U 5 REDAR VERTICALLY w/ CONC, POUR CELL SEE ENERGY CODE FORMS FOR STUDS II OG MAX MSULATION RrVA_UE8 SECURE 80tTOM TOO \ J z TEXTURED rfmoH SIMPSON : =L Y q ®• GMLL SECURIE SE I hT W/;• M04OROT. TE T SL 1' SECURE TE T w� I" 7ul 2 INFORCED W/ S N In, GYP. ILL. no. �� T 'WASHER T' MIN. 32' OC AX M MAX T I 6 b - WIANII.4 WJU M. Wpop BASE OC MAX I" NOSING I0" ®' m' FIN. FLR117 L z p STOP - 4' CONG REINFORCED W/ b'XL' g' " . ° a O N a x4 R= J " ° WL4) WA WLLF OR FIBEI@1ESN ON — = W -' z 4 - 4' CONIC. RE�CED W/ 6'X6' WAXWIA 4' CONIC, REINFORCED w/ 6'X6' WIA)aU 4' GONG REINFORCED W/ 6'X6' WAkWIA I S a m �'1 ° I 6-MIL. VAPOR RETARDER ON 4' OR FIDERMESH D 1 MIL. VAPOR r io 1. WUF OR ER ON -C 6-MIL. VAPOR UIIP OR IM ON ES14 ON -MIL. A GLE p ` DELL-COI'1PAC-1'Ep CLEAN PILL. WLLF OR FIBER'7ESL4 ON i-FIIL. VAPOR ° a � • �° - a. z TERMITE TREATMENT TO BE z I�TARDER oN WEATMENT TO DIED GLEAN — RETARDER ON WELL -COMPACTED CLEAN O z w 4" m' 4' (Z A REESAR ON CHAIRS FRAMING, ll - 4 , (38 9n REEfAR ON CCAM HAIRS PRM1MG. '^ FILL tERMfTE TREATMENT TO DE m w • " m 4 I' L q, BORA-CARE APPLIED AT PIQ.A"TIN[a ~ FILL TERMITE APPLIED ENT TO BE BORA-CAi� APPLIED AT p4fAMING, _ FILL. TERMITE T�ATMFNt TO BE z 4" 4�� I'-e H� O `^ -s I�_e� (2) 5 REBAR ON CHAIRS 12' MR1 oW GRADE a — Q w I1-m1, 4� 8° � f2) 5 REDAR ON CHAIRS • •1IN FOREGROUND 1-STORY FOOTING 1-STORY FOOTING 2--STORY FOOTING L__-_- 1-STORY FOOTING W/ BLOCK WALL 2 AT L.B.W. (W/ UPLIFT) AT L.B.W. AT L.B.W. (W/ NO -UPLIFT STAIR DETAIL 3A 1 (� NOT USED SCALE: I/1'=I'-0' SCALE: I!/'.I'_®: SCALE: 1/7"=I'-m' � ecsu.E: IR'=r-o' SCALE: r=r-m' ° • 4' CONIC, REINF. W/ 6'xb' WAXWIAO UAU'I ON q„ b-MIL POLY 6TH7LENE VAPOR RETARDER € ON UELL-COMPACTED CLEAN FILL TER'RTE 4' GONC„INF. W/ 6'xi' WL4kWRO WW O TREATMENT BHA-L BORA-CARE ON 6-MIL POLY kTl-VYLENE VAPOR STUDS K' O.C. MAX m O s RETARDER ON HELL -COMPACTED CLEAN STUDS I6' O.G. MAX (U 5 REBAR QV CHAIRS q 4 FILL TERMITE 'IIEATME'!T 8HA_L BE SECURE DOITOM PLATE TO SCUD W/ HEAD OF GARAGE SECURE P.T. BT. PLATE TO S W/ THICKEN EDGE DORA- elMPeoN ePa •' DC MAX\��\\� �M,� � ;, PLATE VARIES WITH SLOPE MASONRY NAIL . 87 G tj SCALE: �: GARAGE STEP—UP HEIGHT O° GARAGE SECURE MT. PLATE TO SLAB x8' Y HE,64,,T OF SECURE Dr. PLATE TO S `U' 5 NON- BEARING VARIES WIT SLOPE ANCHOR BOLT W/ 2' �w� VARIES WITH SLOPE ANCHOR DOLT W/ 2' R T ' SECUI� DT. PLATE T AB Imd m MIX + W OC MAX MIN. + 32' CC MAX. MASONRY NAIL + O MAk GALE: T%'= O w •EPDXY NOT REOW E 'EPDXY NOT I ION w w N 4 BOLTS N BOLTS a w ❑w w > w °aa 4' W/ 8'xi' WAXWIAO UAU'i z L j °0 ON I Y ETHYLENE VAPOR ro e ° I D W/ 6'Xb' WL4>=A < - < ° 0 ' - T7BETA R ON WELL -COMPACTED CLEAN L O� � I BH ON 6-MIL, VAPOR � ® � - � °a' , FILL TERMITE TREATMENT SHALL DE WELL -COMPACTED CLEAN w �.. 4' LONG REINFORCED W/ b'Xb' WIAXWIA 4' CONC. REINFORCED W/ i'X6' WIAXIIIIA • °�.. �. - BOQ.4-CARE ° 4' CONIC. . U IF'� A0 WIUM ON WLLF OR MISERMESH ON 6- 4' REINFOQCED W/ 6'X6' WL4XWA FILL. ITE TREATMENT TO DE q z O MIL. VAPOR OAF OR ER ON IEBH ON 6-MIL. VAPOR o 6-MIL H RETARDER u - OR FEE N ML -C 6-MIL VAPOR } a RETARDER ON WELL -COMPACTED CLEAN z0-' � . ° - -CARE APPLED AT FiMfUMRY. YEL AN FILL TERMITE F w RETARDER ON WELL-COTIPACTEp CLEAN z w RETARDER ON DELL -COMPACTED GLEAN _ >4 - r?� BO¢4-GARS M , I' C�� " FILL. TERMITE TREATMENT TO 0E F } FILL. TERMITE TREATMENT TO DE > z w (2) 5 REDAR ON CHAIRS _ 4 FILL TERMITE TREATMENT TO MI !2) 5 REBAR ON CHAIRS .. - � � 6 4� DOF4-CARE APPLIED AT FIl/J'IRNG. - O 4" s"Z m e" 4' 4" BOR4-CARE APPLIED AT FRAMMG m O 4' I' O'' L90RA-CARE APPLIED AT Fi7AT41NG r } 5 Ti �q" z q' 4' 3" MIN. IWu /,� (2) 5 REDAR ON CHAIRS (3) 5 REBAR ON CHAIR6 8 (2) 5 REDAR ON CHAIRO GovER � F m 4 m° GARAGE STEP-UP AGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W. 1-STORY FOOTING GARAGE STEP-UP AT FRONT PORCHES N-BEARING L.B.W.��W/ UPLIFT 2-STORY L.B.W. W/ UPLIFT 68 L.B.W. W NO UPLIFT W/NO UPLIFT 4A �"-E�'N� SCALE: 1/1" -m' SCALE: I/2'=1'-m' @E5�ENDED FOOTING _ -- — EXTENDED STEP bT6 WALL WAX, MIN. COURSES 6 `4 SCALE, I .'-0' SCALE: 1/Z'=1'-m' GRADE _ SECURE P.T. BT. PLATE TO -PtECEGS `? {, I.-m" GARAGE DOOR I&XVENDED ANCHOR DOLT W/ T' ° ° a ° 'xb' WIA70UL40 UUM EMBED. MRL + SZ' (U 5 REBAR VERTICALLY W/ CONG (U 5 IREDAR VERTICALLY y W/ GONG POLII�q ALL - 1 -MIL ETHYLENE VAPOR BEGUN P.T. I PLATE TO BLAD W/ POURED CELL 6' cm I RE U.ELL-COMPACTED I!!'XS' ANCHOR DOLT W/ 2' 6' CNN uI CLE F TERMITE TREATMENT SHALL EMBED. MII•L + 92' OC MAX'u�y\�A''��`, / m - ° z z _CAiEE ° - 4' CONIC., REINF. W/ 6'xb' WL4kWU40 U4UM ON YYY w NOTE: OP IpNAL USE l F Q NOTE: OPTI m 0 4' 8 a 4" 6-MIL POLY ET1-1YLENE vAPOR I�TARDER ON 4 , WALL O DE D BY '..`� TREATMENT SHALL DEEDORA--CARE AN PILL ' q ° ! tr LLIELL W/ 6'xi' IIR,gkWAO WIEM .a �I, COVGI�TE CLIIRB +GARAGE - IN 2'- " 4" 5 REBAR ON CHAIRS WALLS TO BE DETERMINED B7 (115 REBAR aV CHAIRS 6- POLY ETHYLENE VAPOR UAL S T BY DIVISION. B,UGGO C CRETE PAD ER ON WE TM14T PACTED CLEAN 8 STOP FILL "ItiRMITE TREATMENT SHALL BE STOP T VARIES Q ° a I6141 'LIS WIAXW.NR UAIZ'1 4 (y� > n / _MIL LDNE VAPOR f'. n50P'`�- CURD HEIGHT VARIE6 m "- E` ''''-®' 11 GARAGE DOOR FOOTING .. ° RE ON WELL-COTIPACTt� CLEAN m " w w FILL TREATMENT SHALL BE w w - w' ° SCALE: IR'=1'-0' .. (3) 5 REBAR ON CHAIRS i p ° -. > z F b �. .^ ^ N . DORA-CARE L w _ V 4" } E a 0 4' CONC, RENFORCED W/ 6'X6' WIAXIIIIA 5' VARIES _ N D 6' I' I�CESS FOR W r ° _ RETARDERR ON IME L-COMPACTED CLEAN FMISH FLOOR _ 3 3 z' w0 !2) 5 REBAR ON CHAIRS GARAGE 0 4' coma REINFORcea w/ 6'X6' wukunA ° sa:n. rRAac > - WJF OR FIBERME6H ON 6-MIL, VAPOR = : FILL, TERMITE TREATMENT TO DE N . BORA-GUf� APPLIED AT FRAMMG �n O 4 ,� �. +� � RETARDER ON WELL -COMPACTED CLEAN w � - (U 5- T. - - FILL. TERMITE TREATMENT TO DE STEP-UP DORA-CARE APPLIED AT FRAMING W ° a 4 a 2—STORY L.B.W. 0 4 �. '-B" 4^ (2) 5 I�DAR ON CHAIRS 4' e�� 8" 4" (3) 5 REBAR ON CHAIRS °� GARAGE STEP-UP FOOTING �m �O @�EMTENDED �1-STORY L.B.W. SCALE:I/2'=r-0' 77777, W/ UPLIFT 1-STORY FOOTING 2-STORY FOOTING °� W @EX�T�NDED FOOTING E'REraED�AD"�' aRDHEI e AT GARAGE AT GARAGE12' DIR 8 , �'�� A SLAB AT S. G. D. m o aLE:l/2'=r-m' SCALE:1n'=r-m' 10 BGALg,'.I_m' 2 SHOWER RECESS ROOTER SCALE: I'=P-0' (I) 5 REBAR VERTICALLY IU/ CONC. A ry L F'OUI�D CELL ro CONIC, REINF. W/ 6'xb' WWWAAM IU M BEE ENERGY CODE FORMS FOR - ON 6-MIL POLY ETHYLENE VAPOR INSULATION R-VALUES° ' RETARDER ON DELL -COMPACTED CLEAN TEXTURED FINISH FILL TERMITE TWATM -At SHALL DE DORA-CARE B CMU z (2) 5 REBAR ON CHAIRS WO D P.D WL BD. O AB AT GARAGE GROUTED MOND REAM N a wooD RASE � o •. ,,� YY '7 SERVICE DOOR TIE VERTICAL IPEDAR � � VARIES PER ELEv. E: I '=I'-O TO HORIZONTAL 0'-0' FIN. FLR REBAR W/ 10' HOOK TIE VERTICAL REDAR _ TO HORIZONTAL ° GROUTED BOND BEAM ° ° REBAR W/ 10' HOOK F m NOT USED �� VARIES PER ELEV. VARIES PER ELEV. z� w TOP If CONIC. REINFORCED w/ b'Xi' ON 14,/" ° a _ - a 6 MILL. VAPOR RETARDER ON _� L a> O 4 WELL -COMPACTED CLEAN FILL TERMITE PEA APPLIED D BE • ; POUND LIN . ! NQT USED GROUTED BOND BEAM FRAMINCs. R= APPLIED AT"0„ 6' OMLL ED L LINE 4-' m O 6' PVC CHASE 7HR1 FOOTING z � z l315 REDAR ON CHAIRS .^� ; ZX WALL I €) `CMU (4))S'XT' ANCHOR DOLTS a (4)IYXT' ✓ 1!Y DRYWALL I-StORY J-BOLTS MRL B' Ei•IBEDMENT w/ 2'X2'XIre' /� (2) 5 REBAR ON CHAIRS r W4d-N-7F AND NUT FACED EVENLY FROM WOOD BASE (9) T REDAR ON CHAIRS " °p _ ° TO BOND REAM, OET IN JONTB RY 2-STORY FOOTING PRIOR TO FILL MG.(SLEEVEDANCHOR IN „ .. n SOLID POUR ACCEPTABLE RE1167Fit) W BLOCK WALLL/INT. FRAME WALL TO 1t/ SCALE: 1/2"=r-0' 15 BLOCK WALL CONNECTION (1)93W POUR WEAR VERTICALLY W/ CONC. SCALE: I/2'=I'-0' SEE ENERGY CODE FORMS FOR a INSULATION R-VALUES e' cm w CLEANOIT REQUIRED w ° CLEANOIT REQUIRED 16 GAS LINE THRU BLOCK FOR INSPECTION q FOR INSPECTION I/2' GYP. ILL. DD. ' - z WOOD BASE z NOT USED 0 44' CONNC,MIL PIE POLY W?n6r�A>UIIAV UUM ° 1I v' FILL TERMITE TREATMENT 6HALL DE VAPOR ®'-01 FIN. FLR RETARDER ON DELL-COMIPACTED CLEAN 0'-0' FIN. FLR h IF (I15 REDAR SET IN SIMPSON 4r44 g.. 0 DORA-CARE s+ TIE VERTICAL REBAR TfE VERTICAL L STRENGTH EPDXY 6' WIM E0. MIN. a e I , (2) 5 WEAR + I -STORY "4 a " TO HORZONTAL "a " TO HORIZONTAL WEAR `o (9) 5 REDAR + 2-STORY' z I .. y 4.:" REBAR W/ 10' HOOK 41 W54R w to, HOOK 4 e OUTSIDE REBAR TO BE 6' PVC CHASE TH1ai FOOTING �• y+�• r CONTINUOUS _ 4 ° � w 4' CONIC, REINF. W/ 6'xi' WIAXWuO �ti ter° (U 5 VERY. DOUEL a ^� 00 U 4 WUM ON 6-MIL POLY ETHYLENE ° ° '4 a I LAPPED W/ BOND BEAM n U VAPOR RETARDER ON v : "• TERMITE TREArMENNT SHALL ° - . !� 5•' LLADPAMINN..T cORNERe m U !,4" . e, 4° (2) 5 REBAIR ON CHAIRS HORIZQNTAL/VERTICAL DELL -COMPACTED GLEAN FILL °' n I -STORY RY eOR' �' .' -I' MIN. LAP q. `3 ro W0ARON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR PIPE THROUGH %1 REINFORCING %� BEARING CHANGE 1-STORY FOOTING '-' "`'_'' ®` i GALE: r m=1'-0' A OMITTED DOWELS B REBAR LAP AT FOOTING TYP. REBAR LAP D W/ BLOCK WALL C AT LINTEL I CORNERS ALL IEX'7C'IERIOR FOOrI'ERS Arr FINISH SLAB'S rrO IBIS MIN. 12 B LOW UNIDISTURIBIEID SOIL CONTROL DATE: 07/01/15 A R C R I T E C T S p )esi.gn ail �Up"12 1LLONGWOOD, ONALD REAGAN BLVD. FL 32750: 407-774-6078X: 407-774-4078abdesigngrou p.comA #: 0003325 w14 U W 0 0. V W A h Q 8tnmm Ae LOT: CREEKSIDE LOT #78 PROdECT# 04321.000 aLODEXA 4EAB "1672—ARIA" GARAGE 99WMCt. LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 1 I 08/10/17 1/4"=1'-0" SEXTET D1 fiLE COPY 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE "X" BRACING; IS PRESENT 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON R" O.SB. FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES FIBERCsLASS SHINGLES OVER *30 FELT PAPER AT FIRST FIVE BAYS 4'-1 O.G. PLYWOOD SECURED PER PRE-ENG GABLE TRUSS OVER *30 FELT PAPER INSTALLED PER FBCR (AT SHEATHINGS SEAMS) FASTENER SCHEDULE o _� CONT. 2x4 RAT RUN SECURED W/ INSTALLED PER FBCR R805.21 ON J" OS.B fi 'F (2) 12d's a EACH TRUSS R905Z1 ON �&" O.SB. SHEATHING OR 2" GDX O. TO BE INSTALLED IN MID. POINT PLYWOOD SECURED PER ; OF TRUSS SPAN, OR 10'-C" O.G. SHEATHING OR" GDX FASTENER SCHEDULE MTL. DRIP EDGE MAX. PLYWOOD SECURED StIFFBACK At ALL UPRIGHTS PER FASTENER OVER 4'-10" HIGH (SEE SEALED 2x4 OR 2x6 FASCIA PER SCHEDULE ENG. FOR SIZE AND CONDITION) ELEVATIONS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES o" VENTED ALUM. SOFFIT MTL. DRIP EDGE fi T F _ PRE-ENGs WD. TRUSS 24" O.C. STIFFBAGK At ALL GY'PSUM BOARD OR �" STRENGTHG Cs BOARD HIGH SEE ENERGY CODE FORMS FOR MAX. UPRIGHTS OVER 4'-10" PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER HIGH (SEE SEALED ENG. " GYPSUM BOARD OR ill HIGH ELEVATIONS 2x4 NAILER MTL. DRIP EDGE STRENGTH CLG. BOARD VENTED ALUM. SOFFIT 2� CT. 2x4 T RUN ON a EAG TRUSS RUSSSSURED W/ FOR SIZE : GONDIt(ONJ I6 OS.B, SHEATHING OR }' GDX 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER 2x4 24 O.G. e INTERIOR KNEE GONG. FILLED LINTEL BLK W/ (I) FASTENER SCHEDULE ON SHEET p2 WALL ELEVATIONS SEE ENERGY CODE FORMS FOR wo REBAR CONTINUOUS WEEP SCREED INSULATION R-VALUES OR 1/16" ZIP SHEATHINGS SYSTEM VENTED ALUM. SOFFIT (SEE DETAIL 5/D3) (INSTALLED PER MANUF. SPECS.) CONC. FILLED LINTEL BLK W/ (I) PRECAST LINTEL 2X6 P.T. SECURED t0 518" GYPSUM BOARD OR I/2" *5 REBAR CONTINUOUS EMBED. STRAP VERIFY T7 P. MASONRY w/ 1/2"xS" A.B. HIGH STRENGTH CLG. BOARD 1/5" THICK, 3 GOAT PORTLAND W/ TRUSS PLAN O.N. SEE ENERGY CODE FORMS FOR w/ 2 PIA. WASHERS, CEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIRE -SLOP EXPANDED GALV'p METAL LATH WINDOW ATTACHMENT AS PER 8' OF EA. END' 32" O.G. SEE ENERGY CODE FORMS FOR ON FORTIPMER JUM50TEX GRADE INDOW ATTACHMENT AS PER THICK, 3 COAT MANUFACTURES SPECIFICATIONS MAX IN FIELD. INSULATION R-VALUES 'D" PAPER OVER TYVEK ANUFAGTURES SPECIFICATIONS PORTLAND CEMENT BUILDINGS WRAP (REFER TO PLASTER APPLIED GONG. FILLED LINTEL WINDOW ATTACHMENT AS PER STUCCO SPECS FOR COMPLETE DIRECTLY TO MASONRY INFORMATION) PRECAST SILL BLK. W/ (1) S REBAR MANUFACTURES SPECIFICATIONS PRECAST SILL CONTINUOUS OR 1/16" ZIP SHEATHING SYSTEM (1) "5 REBAR VERTICALLY W/ (INSTALLED PER MANUF. SPECS.) CONC. POURED CELL PRECAST LINTEL PRE -CAST CONC. SILL WEEP SCREED 7 (1) 05 REBAR VERTICALLY W/ (SEE DETAIL 5/D3) CONC. POURED CELL Ix2 P.T.FURRING STRIPS s 24" O.G. 5/8" THICK, 3 GOAT �— Ix2 P.T. FURRING: STRIPS s 16" O.G. Ix2 P.T. FURRING SCRIPS a 16" O.G. PORTLAND CEMENT SECURE (SABLE to 2x6 P.t Grr PLASTER APPLIED I/2" GYP. WL. BD. PLATE W/ 12d's 8' O.G. MAX 8" CMU 8' CMU DIRECTLY t0 MASONRY WOOD BASE SECURE 2x6 PT. PLATE TO BLK W/ fi �— 1/2" GYP. WL. BD. I/2' GYP. WL. BD. (I) *5 REBAR I ` ` ANCHOR ° WOOD BASE VERTICALLY W/ CONC. POURED CELL # SETINSIMP O�LHIGH STRENGTH EPDXYWOOD BASE z r F ° 8" CMU I ` EPDXY 1" EMBED. MIN. m 32MAX. I THICK, 3 GOAT PORTLAND ILLl - CEMENT PLASTER APPLIED (III z Q DIRECTLY TO MASONRY z 1—STORYo r , i 1—STORY GABLE BLOCK~ 1—STORY GABLE- .. NOTE: (D BLOCK WALL WALL, W/ VAULT C LG. PER 1=15I 905.2.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4° = I'-0° SCALE: 3/4" = I'-0" BLOCK WALL SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS SCALE: 3/4"=I'-0" PERMITTED BUT MUST BE PER ASTM D22ro TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D ro75-1 2x4 2X4a IX4 DIAGONAL BTM. TARCO to OR w/ IN 2x4 2X6 P.T. SECURED t0 r IN. 044 oR DRIVE PIN TAPC to BLOCK uw N TAACPCCONS BLOCK YE PIIN MASONRY w/ 1/2"x9' A.B. w/ GI-IORD BRACING:. MINE BEA0 S SIZE .1V MIN. 64 B OR DRIVE PIN CMX SHANK 617E .140 2" D(A. WASHERS, 1" MIN. SEE PLAN FOR MIN. HEAD 812E 300 (FTR,t. SE+ANEC SIZE .145 MINE tMBEDr'm,4r 1 Y4') MM. HEAD 811E 300 MIN. HEAD 380 a' GMU EMBEDMENT WITHIN 8' OF LOCATION WITHN V OF EACH END + MN. EMBEDMENT I Y4) MIN. EMBEDMENT I Y4') NOTE: STRICTURAI. 2X MUST BE 16' DRYWALL " FIRE-ENGS'D WOOD a, CMU 18' OZG MAX SPACING NOTE: STRJG111RAL 2X MUST BE WITHN 8' of EACH END < NO E: STR CrURAL 2X MUST 0E WITHIN V OF EACH END 4 ON OUTSIDE 4 SECURED I'X4' OR I'X2' P.T. NAILER EA. END, 32 O.G. MAX IN K' 011111 L 2X6_ ON OUTSIDE 4 SEOUI� THROUG144 0' O.C. MAX BPACNG ON OUTSIDE 4 SECURED 18' OG MAX SPACING THRCUC4� NON-STRIGTURAL %'��b*4FIELD. TRUSS lTYP) '® 24 PX4' OR VXV P.T. NAILER NON-STRUCTURAL W TAPCON THROJG-I NON-5TRUGTURAL )6' 2X6 Pt. OR °Y4X4' MIN, SECURE'' THM BLOCK FRAME 4 EXTEND I Yi NTO BLOCK W/ O.C. MAX Ix4 P.T. OR %'X4' MIN. W� t0 WPIN MIN IY4 EMBEDMENT IN70 2X6= INTO I N MIN. I-Ya' EMBEDMENT SECURE A BLOCK NT yOGK IY<' EMBEDMENT I %' TAPGQ.IS OR DRIVE PIN SIMPSON ❑ (1914S OR DRIVE PIN BEGUN to BLOCK HETA-lb EXTEND 144' I FRAME 1 INTO BLOCK UM-I/4' TAPOONB OR lTYPJ vERIFY (MIN. 8E4AWG 812E .148 WR-31{`' TAPGGNB OR lMIN. SHAWG b1YE .145 EXTEND IY4' INTO BLOCK MIN. E l I 81N 14 DRVE PIN MIN. HEAD SIZE 300 FIN 9(s' tAPGONS oR DRIVE ' ClMI MN. SHANK 912E .148 PIN MIT EMBEDMENT I YEN ' per- L MIN. SHAWL SIZE J45 O"N MIN. HEAD 812E 300 GMU MIN. IN 0' 0- EA7 I-Y4 WITHIN B' OF EACH END 4 MILL HEAD SIZP 300 , DRYWALL WITHIN 6 OF EACH END 4 18 O.G. MAX W/ TRUSS PLAN INN. SHANK 812E 345 V O.G. MAX SPACING. 'X4' OR I'X2' P. NAILER Mlhl EMBEDhIETI . 1 Y4) DR1'IY.4LL MIN. EMBEDMIETJ7 I Y4') SPACINGS MN. HEAD SIZE 300 2 ❑ WITHIN V OF EACH END 4 'X4' OR I'X2' P.T. NAILER WITHIN W OF EACH END 4 'X4' OR 1'X2' P.T. NAILER MIN. EMBEDMENT IA' SECURE TO BLOCK UVJ-i{.' ts' OG. MAX SPACINGS. IS' O.G. MAX SPACING WITHIN B' OF EACH END 4 TAPCONS OR DRIVE PIN N4' ObD. X 4' MN. 2X84� 2Xsm N„' 0.043. X 4' MN. D(18OR MAX SPACN�Ys CMR•L d-IAYC 811E 148 CASING SF -CURE TO BLOCK UK -W 7APGOYB OR DRIV)=WPIN4' DOOR CASING DOOR CASINGS q DOOR CASING MIN. HEAD SIZE 3CO DOOR JAMB OR WINDOW TAPCONS OR DRIVE PN DOOR CASING DOOR JAMB OR WINDOW ATTACH�JAMBOR R UNMANUFACtUREb U DOOR JAMB OR WINDOW MIK EMBEDMENT I V) ATTACH TO 2X PER (MM. 8H'NWC 812E .k5 DOOR JAMB OR WINDOW (MN. SHAWL 81YE .148 TO ATTACH TO 2X PER WITHIN 8' 0= EACH END 4 MANUFAGTUM6 DETAILS. HEAD SIZE 300 ATTACH TO 2X PER MIN. HEAD SIZE 300 ATTACH TO 2X PER DETAILS. MANUFACTURES DETAILS. 18' 01 MAX SPACING MUL MIN. EMBEDMENT I49 MANUFACTWWS DETAIL& MIN. EMBEDMENT I Y4') MANUFACTURES DETAILS. i NOTE: SHIM AS NL-FDED TO PLUMB NOTE: 814IM AS NEEDED TO PLUMD WITHIN 8' OF EACH END 4 NOTE: 6F,III•f AB NEEDED TO PLUMB WITHIN 8' OF EACH END 4 N"; BHUM AS NEEDED TO PLUMB NOTE, BHRT A5 NEEDED TO PLUMB 1S' O.C. MAX SPACING. IB' O.G. MAX SPACING. JAMB (DO NOT Excaro Y4) JAMB !DO NOT EXCEED Y4) JAM (DO NOT EXCEED Y41 JAMB (DO NOT EXCEED Y4') JAMB (DO Not EXCEED Y4 ) DOOR JAMB 10 BLOCK +H/4 OR +5/4 DOOR JAMB TO BLOCK +1-15/1,8" DOOR JAMB TO BLOCK +H" DOOR JAMB TO BLOCK +9-7/18" DOOR JAMB TO BLOCK +3/4 OR +5/4 /1 MPDQDOW TO BLACK +8/4 OR +5/4 i1 WINDOW TO BLACK +1-18//11s E 11DYDOlT 10 HWCR +9" n 11IBDOlr TO HIACK +9-7/I8" iTi 1RRDOR TO HIgCR +9/4 OR +5/4 " SCALE: 3/8'=I'-0°WINDOW •I'-0' " E: 3/B'•I'-0° 2X4s 2x4= 2X4m SECURE TO BLOCK UI/ V 2X4a SECURE TO BLOCK W/ SECURE TO BLOCK W/ ib' TAPC40NO OR DRIVE PIN sECUIE TO BLOCK w114' TAPCONS OR DRIVE PIN TAPII OR DRIVE PIN (MN. SHANK SIZE .146 TAPGONB OR DRIVE PIN (MIN. SHANK SIZE .145 (IMN. eHANK 812E jo MINE HEAD SIRE 300 (MIN. SHANK SIZE .145 CONC. POURED MIN, HEAD SIZE 300 MIN. HEAD SIZE 300 MINE EMBEDMENT 149 WITHIN MN. HEAD SIZE "0 ® LINTEL COURSE MIN. EMBEDMENT I Y4') WITHIN MIN. EMBEDMENT IY4) WTHNN e' OF EACH END 4 IS, OG. MIN. EMBEDMENT I Y4,) NOTE; 6TRIGTURAL 2X MUST 8' OF EACH END 4 18' O.G. NOTE: STRJCTURAL 2X MUST S' OF EACE4 END 4 111 OG. MAX SPACING. WITHN 8' OF EACH END 4 MAX SPACING NOTE: OUTSIDE 4 2X MUST TH ON OUTSIDE t 9ECU1�D ON OUTSIDE 4 SECURED MAX BPAGINIG. 2X6 IB' O.G. MAX SPACING 2X6:= 2>0� !� ON OUTSIDE 4 SECURED SECUIM TO BLOCK THROUGH NON-6TIQUCTURAL 2X6s� THROUGH NON-STRYIGTURAL SECWE TO BLOCK WR-%' SECURE TO BLOCK W!J- THROUGi-4 NON-bTRUGTURAL W/2_% TAPCON6 OR %, TAFC.ON MIN. IY4' SECURE TO BLOCK UM-1!4' W TAPCON MN. IA' TAPCONS OR DRIVE PIN TAPCONB OR DRIVE PIN ° TAPCON MIN. w,4' ORIYE PN EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK =a RING SHANK �JN NXL5 m 4' o.c. (MN. SHAWL SIZE .145 (MIN. SHANK SIZE 10 EMBEDMENT INTO SOCK (MIN. SHANK SIZE 145 (MIN. SHANK SIZE Job TOP a eoTTOM EDGES MN. HEAD SIZE 300 MN. HEAD SIZE -100 MN. HEAD SIZE 300 MIN. HEAD 612E .3w IX4 SYP LATERAL MN. EMBEDMENT I YV MIN. EMBEDMENT 149 WITHN 8, CMU MIK EMBEDMENT 149 V PRMALL MIN. EMBEDMENT I Y4) 6' CMU RE- INFORCINGS 36' O.C. WITHN 8' OF EACH END 4 a, CMU 8' OF EACH END 4 18' O.C. , DRYWALL WITHIN a, OF EACH END ❑ I'x4' OR I'X2' P.T. NAILER WITHN V OF EACH END 4 yj.0 L MAX a TRUSS 15TM. IB' O.G. MAX SPACN'Ks. V DRYWALL MAX BPACNG ❑ 4 18' OG. MAX SPACING. B' O.C. MAX SPACNG IX4' OR I'X2' P.T. NAILER GHORp, SECURE W/(3) 18d 2X I'X4' OR I1X2' P.T. NAILER 2X8:m 2ND 2x SECURE ro 2Xsa NAILS ®EA. TRUSS 2�,m ❑ I'Xd' OR I'M' P. NAILER OOR CASING SECW� TO BLOCK SYRUGTURAL MEMBER CHORD SECUIRE TO SOCK W/2- CASING: 8ECt11� TO BLOCK W/2--: TAPCCNb OR W/!2)rld WITHIN 8' OF F_AGH TAPGONB OR l7Rf VE PINSECANRETO BLOCK , OOR CASING . TAPCGTIB OR DRIVE PIN TAPCONIS OR DRIVE PIN (MIN. SHANK 5121:.140 (MINT SHANK. SIZE J40 DRIVE PN END 4 6' TO 8' OG. MAX (MN. SHAWL SIZE .145 . MN. HEAD SIZE 300 DOOR JAMB OR WINDOW MN- HEAD 612E 300 DOOR JAMB OR WINDOW (MN,. SHANK Of= .145 CASING MN. HEAD SIZE 300 DOOR JAMB OR WINDOW �lj GABLE END BRACING MIN. EMBEDMENT 1 Y4) WITH( ATTACH TO 2X PER MN. EM®EDMENT 149 WITHN TtACN TO 2X PER MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MINE EMBEDMENT I Y49 L 8' OF EACH END 4 18' O.C. MANUFACTURES DETAILS. 6' OF EACH END 4 18' Or- MANUFACTURES DETAILS. MIN. EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8' OF EACH END 4 ATTACH TO 2X PER MAk BPACMG WITHN 8' OF EAC14 END 4 MANUFACTURES DETAIL& 10' O.C. MAX SPACING. ANUFACTURES DETAILS. Q SCALE: 1 /2 " = I' -0 ° MAX SPACING. : SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB 18' O.G. MAX 6PAGING JAMB (DO NOT EXCEED 49 JAMB !DO NOT EXCMED YV NOTE' BRIM AO NEEDED Y4 PLUMB NOTE, NOTE. BRIM AS ED t0 PLUMB Z JAMB (Do NOT EXCEED Y4rxc1 JAMB [DO NOT EXCEED V) 7� DOOR JAMB TO BI'OCK +1-1//2" DOOR JAMB TO BLOCK +2 ��¢ DOOR JAMB TO BLOCK +T DOOR JAMB TO BLOCK +3 3p" `t / in1 FTD•IDOW TO BLACK +1-1/2' in>1 WINDOW TO BLOCK +2 1/4 ' /� WINDOW TO BLOCK +S" 11DJDOW 1'D BLACK +H S/4" e SCALE= 3/6'.I'-0' " BGALE: 3/6'=I'-0' ` SCALE: 3/8'=1'-0' i4 SCALE: 3/8'.1'-V N Y FASTENER SGHE�ULE NAIL REQUIREMENTS TOP CORD BLOCKING AT 4'� LL 'D w :n USE 1/16" O.S.B. OR 1/2' CDX PLY WITH *8 RING SHANK GUN NAILS AT 4' OC. AT SUPPORTED PANEL EDGES AND 118 RING SHANK GUN NAILS At W O.C. At INTERMEDIATE SUPPORTS. SEE DETAIL. SIZE HEAD LENGTH DIA. ENSILE STIR. O.G. MAX. IN FIRST 2 FRAMINGNOTE. TYP. EXT. SHEATHING ATTACHMENT SPACES AT EACH END. q FOR SHEAR 4 UPLIFT (O$B. TO BE STRUCTURAL RAFTER OR TRUSS GRAPE) CONNECTORS FROM STUD TO PLATE ARE US 08 2' DECK SCREWS • 6'-B' r z Sd ROUVpJMOpIFIED OR T 17/8" 113 170fd00 10d _ ROIJNDMODIFIED OR T 2 I/8' @B 170000 ROOF SHEATHING TO GABLE END FRAME z ROOF SHEATHING-1� NOT REGIUIRED EXCEPT •OPENINGS O w O.G. MAX ®EDGES 4 12' OG. . ___ w USE *8 GUN NAILS s 4" NOTE: NAILS NONAILS TO BE MF-a BY MEM ER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION CIATION EXTERIOR SHEATHING 1.0.113 INCH NOMINAL SHANK DIAMETER USE 1/2' GDX OR 1116' OSB PLY WITH 05 RING SHANK GUN NAILS AT 6' O.G. AT 2. RING DIAMETER OF OA112 OVER SHANK DIAMETER PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6' O.G. AT 3.16 TO 20 RINGS PER INCH INTERMEDIATE SUPPORTS. SEE DETAIL. 4. 02W INCH FULL ROUND HEAD DIAMETER OR 1/16" ZIP SHEATHING: SYSTEM (INSTALLED PER MANUF. SPECS.) 5. 2 INCH NAIL LENGTH NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AIN1 ACCEPTABLE FASTENER FROM ANY MANUFACTURER z 0 m D ROOF 5HEAT4 41NG LAYOUT AND ENDWALL BRAG INCH FOR CzABLE END FRAMING N w i-i++'c Iry ripHN. wv w r'r¢,,aNGN y 0 u `" 118 RING SHANK GUN NAILS u SHANK TO EXTEND BEYOND' z ®6 P.G. IN FIELD w o THICKNESS OF SUB -FLOOR a o o SHEATHING TYP. 3/4" T41G SUB -FLOOR DECKING GLUED TO TYP. EXT. SHEATHING ATTACHMENT FOR ROOF ALL EXPOSED MEMBERS SHEATHING CO.S.B° TO BE STRUCTURAL GRADE) BUILDING LENGTH ARCH I T E C T S Deli n Grouolnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: D003325 toill r W y U w 0 F 0. v w q h A lS�as�iP. ae LOT: CREEKSIDE LOT #78 PRO"=T# 04321.000 MOaEM.9 4EAB "1672- ARIA" GARAI SMDM: LEFT PAG & SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXR C ARCHITECT STATE OF FLORIDA AUG I I 08 /10 /17 DCAILE: 1/4"=1'-0" 1 -oy11 FI5EIRGLA55 SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN RON O.S.B. TRUSSES AT FIRST (5) FIBE 90$.2.7 RGLASS SHINGLES OVER PROVIDE EAVE SHEATHING OR J" CDX BAYS 4'-0" O.C. (AT *30 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAMS) FASTENER � APPROVED EQUIVALENT) ON OF INSULATION FOR PER F SSTENEREDULE EMBED. STRAP 30 FELT PAPER INSTALLED O.S.B. SHEATHING OR ill CDX CLEAR VENTILATION VERIFY w/ TRUSS PER FBCR R505.2.7 ON PLYWOOD SECURED PER PER FBEC R402,23 PRE-ENG WD. TRU55 PLAN O.S.B. SHEATHING OR k CDX FASTENER SGI-{EDUCE 24' O.C. MAX. PLYWOOD SECURED PER FASTENER SCHEDULE 1-011 PRE -ENG TRUSS Oil MTL. DRIP EDGE SEE ENERGY CODE FORMS MTL. DRIP EDGE TYP- PRE-ENG WD. TRU55 hltL. DRIP EDGE SEE ENERGY CODE FORMS FOR INSULATION R-VALUE5 2X4 OR 2X6 FASCIA ®'H" 24" O.G. MAX. FOR INSULATION R-VALUE5. WOOD SHEATHING 2X4 OR 2X6 FASCIA 5/8" GYPSUM BOARD OR 1/2" 2x4 OR 2X6 5UB-BAND PER ELEVATIONS HIGH STRENGTH CLG. BOARD PER ELEVATIONS PER ELEVATIONS I" GYPSUM BOARD OR � wRB LATER �1, GONt. 2x4 RAT RUN SECURED HIGH STRENGTH CLG. stucco WRAP DOUBLE TOP PLATE VENTED ALUM. SOFFIT W/ C2) 12d's a EACH TRUSS VENTED ALUM. SOFFIT , WRB LAYER n, FORTIFIBER BOARD VENTED ALUM. SOFFIT 1'-�" ` SEE ENERGY CODE FORMS FOR -'� r M� ALDINGP�APER WINDOW HEADER SIZE VARIES 1/2" CDX OR 7/16" 065 INSULATION R-VALUES o.N. PER WINDOW OPENING SEE SECURE TO WALL PER 1,000 UPLIFT SIMPSON HEADER SPAN CHART FOR 5/8" GYPSUM BOARD OR CONNECTOR FASTEN TO WOOD STRUCTURAL I/2" GpX OR 7/16" OSB FASTENER SCHEDULE SP2 g EA. MEMBER o i" O.C. MAX SECURE TO WALL PER DETAILS I/2" HIGH STRENGTH CLG. 2x8 5YP *2 2X8 STUD ON SHEET D2 s "_ BOARD 1�/s' TEXTURED FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 7/16" ZIP DBL TOP FINISH 0 WOOD ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEATHINGS SYSTEM DOUBLE TOP PLATE 'M" TYPE CONTROL JOINT OR 1/16, ZIP WINDOW SILL (INSTALLED PER WINDOW HEADER SIZE VARIES PLATE - FRAME TO BLOCK SHEATHING SYSTEM MANUF. SPEGSJ PER WINDOW OPENING SEE CONNECTION SEE DETAIL 2X6 STUDS 16" O.G. MAX W/ HEADER SPAN CHART FOR ZIP SHEATHING I5/D1 (INSTALLED PER INSUL., SEE ENERGY CODE DETAILS � DRY WALL � � ` 6' METAL LATH STRIP MANUF. 5PEGS.J FORMS FOR INSULATION SYSTEM (INSTALLED � b' WIDE STRIP SELF ' R-VALUES WINDOW ATTACHMENT FI PER PER MANUF. SPECS.) 2" DIA ANCHOR BOLT "ADHESIVE FLASHING, CLEAN 7/8" THICK, 3 GOAT 1/5" THICK, 3 GOAT MANUFACTURES SPECIFICATIONS OR AT Iro" O.G. MAX WITH 7" MASONRY BEFORE APPLYING CEMENT PLASTER' t 4 G SUBFLOOR GLUED AND CEMENT PLASTER WINDOW SILL WALL EMBEDMENT AND 2" < ` TEXTURED APPLIED TO METAL SCREWED AS FASTENER APPLIED t0 METAL 2X6 STUDS ®16" O.G. MAX W/ SHEATHING DIA. WASHER FINISH *MASONRY LATH OVER 2 LAYERS SCHEDULE 5H t D2 LATH OVER 2 LAYERS INSUL., SEE ANEIl CODE 8 CMU OF GRADE D OF GRADE 'D" FORMS LATION 2x8 SYP *2 BUILDING PAPER OR ON PI m A PAPER BACKED LATH BUILDING PAPER OR R-V U WOOD STUDS A. X OVER AN APPROVED PAPER BACKED LATH T 4 G 5 OR GLUED AND AT 12 O.G. MAX U VERTICAL CONTROL HOUSE WRAP OVER AN APPROVED 5 PER FASTENER HOUSE WRAP SG E ON SHEET D2 BETWEEN DISSIMILAR �L 2x8 P.T. 5YP *2 1 O SOLE PLATE POURED S TI DBETHIM q- ATERIALS DETAIL 5 PRE-ENG FLOOR TRUSS Z CONCRETE. (1) SCALE: N.T.S. (INSTALL PER MFG. SPECS.) 4 REBAR HIORIZONTALLY " GYPSUM BOARD OR ' HIGH '' O —1 3/4" T 4 G SUBFLOO U CONC. FILLED LI � R GLUED G LLEP BLK W/ lU AR _ STRENGTH CLG. BOARD DETAIL 5 \ � WEEP SCREE co I 5 AStM 926-C 4 63 PRECAST LINTEL AND SCREWED AS PER IX2 NAILER/DRAFT STOP PRE-ENG FLOOR TRUSS FASTENER SCHEDULE ON lu (SEE 1 2/ ) 11 (INSTALL PER BORD MFGOR PER MANUFACTURES . SPECS.) WINDOW ATTACHMENT AS SHEET D2 4 J GYPSUMA LLI Z SEE ENERGY CODE FORMS HIGH STRENGTH CLG. BOARD lil 0 _ SPECIFICATIONS FASTEN 2X4 R15BON T. 6 FOR INSULATION R-VALUES IX2 NAILER/DRAFT STOP O CMU) W/ (5) 1 NAILS a EA 1L PRECAST SILL T S PRECAST LINTEL � z *5 REBAR � 1 GONG. FILLED LINTEL BLK W/ w O.C. MAX, IN PRE-ENG F OR TRUS (1) 05 REBAR CONTINUOUS Z v WINDOW ATTACHMENT AS PER w CONCRETE ( INSTALL P SPECS.) 5/8" THICK, 3 GOAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS {K O POURED CELL, Ix2 P.T. FURRING STRIPS PORTLAND CEMENT PRE -CAST CONCRETE SILL FOR INSULATION R-VALUES O VERIFY PER 16" O.C. CONC. FI LI L BLK W/ PLASTER APPLIED PRECAST LINTEL La PLAN. 8" CMU ( °✓ EB R CONTINUOUS I 0 DIRECTLY TO CIJ "'S REBAR VERTICALLY WINDOW ATTACHMENT AS PER — Z MASONRY W/ CONC. POURED CELL 0 O R-4.1 1/211 GYP. WL. BD. I B B O N At:5/8" THICK, 3 COAT MANUFACTURES SF'EGIFIGATIONS Ix2 P.T. FURRING PORTLAND CEMENT PRE -CAST CONCRETE BILL N U INSULATIONT (1) *4 CONTINUOUS REBAR FASTENING DETAIL Ef STRIPS a 24" O.G. PLASTER APPLIED —I WOOD BASE 6 8' GMU DIRECTLY 70 SCALE: 3/4 1'-mll I/2 GYP. WL. ED. MA50NRY Wl "5 REBAR VERTICALLYCONC. POURED CELL LLY z *4 REBAR 48' LONG W/ uu W/roll HOOK -m 24" O.G., WOOD BASE I p IX2 P.T.PtFURRING � _ Z II STRIPS ®24" O.G. O MIN. 24 IN SLAB ROOF TRUSS UPLIFT -IFFIN. FLR 8' CMU a 2'-0" (MIN. CONNECTOR NOT SHOWN FOR 1/2, GYP. Ll BD. °) Q _ I _., N �L=� ) CLARITY IEEE 4 WOOD BASE — SHOP Dwss.) a FIN. FLR. n a II II II r WALL I , 3 1/2 cONC., REINF. W/ 6 X6 4. WI.4XWI.40 WWM ON ro-MIL EXTERIOR WALL — d SHEATHING (SEE SECTION L� POLY ETHYLENE VAPOR NMES) p FASTEN EACH STUD 2 -STORY -STORY p °* s, WOOD RETARDER ON W/ DBL. TOP PLATE L. _ WELL -COMPACTED CLEAN MRMAr�u SPECS. ', ', z LU & �, , FILL TERMITE TREATMENT WALL WALL ]FRAME TO - } I' SHALL BE BORA-CARE SECTION `� SECTION LOCK WALL �'-0" EXT (3) S REBAR CONTINUOUS CTOP SCALE: 3/4"=1'-0" "' SCALE: 3/4"=1'-0" ON CHOF EXTERIOOR WALL WALE: Nrs FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FIBE�SLA5S SHINGLES OVER #30 FELT PAPER OVER 030 FELT PAPER A INSTALLED PER FBSTIFFBACK (SEE Si TRUSS CR INSTALLED PER FBCR PRE-ENG GABLE TRUSS NOTE- �: EXTERIOR WALL STUDS PLACE STRAPS SPACED SPF BPF STIFFBACK (SEE BEALD TRUSS DIAGONAL BRACE a (WALL SHEATHING NOT AND FASTENED AS R905.2.7 ON ' O.S.B. RW05 2.7 ON a" O.S.B. SHOWY FOR CLARITY) HOWN SWITH ONE ENG. PACK FOR SIZE 4 CONNECTION) ENG. PACK FOR SIZE 4 CONNECTION) CENTER OF TRUSS ADDITIONAL STRAP AT SHEATHING OR J" CPX 2X4 Si BLOCKING BETWEEN SHEATHING OR }" CpX 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST FASTEN STUDS TO 15LOOK WALL EACH WIN KING STUD PLYWOOD SECURED PLYWOOD SECURED WITH USP MSTA48 STRAP WITH TRUSSES AT FIRST (5) BAYS 4 -0 TRUSSES AT FIRST (5) BAYS 4 -0 RIDGE. DIAGONAL FASTENERS AS SHOWN. INSTALL PER FASTENER O.C. (AT SHEATHING SEAMS) PER FASTENER O.G. (AT SHEATHING SEAMS) BRACE TO BE a ANY STRAP • EA. END (UX.0) 1 A SCHEDULE AI SCHEDULE NAILS SPAN 15'-011 OR SPACE STRAPS AS FOLLOWS: INT STUD DX 1 1/2' `��E -110 MPH 'G': 37 O.G. MTL. DRIP EDGE DIAGONAL BRACE w MtL. DRIP EDGE GREATER. REFER t0 -160 MPH 'G': 32' O.G. CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRU55 ENG. FOR -I80 MPH 'e': 48' O.C. PRE-ENG Wp. TRUSS 24° PER ELEVATIONS T 4' ADDITIONAL -140 MPH 'C' 48' O.C. 2X4 OR 2X6 FASCIA O.G. MAX. HIGHEST RIDGE. DIAGONAL PRE-E BRACE to BE ®ANY SPAN SECURED W/ (3) 12d O• X. HORIZONTAL TRUSS TOP OF STUD WALL - r PER ELEVATIONS 15'-0' OR GREATER. REFER NAILS REINFORCEMENT. SOLE PLATE FILL ALL RENAMING STRAP SECURED W/ (3) 12d SECURE TO TO TRU55 ENG. FOR SEE FASTENER SECURE TO 0'-C" TO 30'-0' (U T,HOLES W/ 10d NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE WOOD eACKING 1/2" CDX OR 7/16' COB (2) 12d TRUSS REINFORCEMENT. P2 FOR SHEATHING (2) 12d 30'-1" TO 60'-0" (3) DO NOT PLACE SCREW IN FASTENER PATTERN NAILS X-BRACE (1) X-BRACE TOP OF TOP HOLE NEAREST TO TOP SECURE to WALL PER NAILS 0'-0" TO 30'-0' (I) I/2' GDX OR 7/I6" OSB �, - OF CMU BLOCK WALL FASTENER SCHEDULE IL ON SHEET D2 X-BRACE CURE TO WALL PER CENTER AND l2) MASONRY WALL OR 7/I6° ZIP SHEATHING 30'-1' TO 60'-0' (3) FASTENER SCHEDULE BRACE DIVIDED coNNEct BorroM of X-BRACE ll) X-BRACE ON SHEET D2 EQUALY FROM CENTER STRAP TO CMU BLOCK WALL SYSTEM (INSTALLED PER TO END W/ CTI 31111 X 1-1/4' MANUF. SPECS.)' CENTER AND C2) 7/16' ZIP SI IEATHING1CC(SY S^�_` Lor1G TAPcoN MAsoNRY BRACE DIVIDED YSTEM (INSTALLED PER 2-STORY CMU BLOC ALL L scREUJS WEEP SCREED, SEE — CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER ANUF. SPECS.) (2) 12 2x4 SPF RAT RUN SECURED w/ u l2) 12d s E (2) 12d's EACH TRUSS GABLE END DETAIL 5, SHEET R3 e EACH TRUSS TO END 2X4 W/ 3/8 X 5 LAG 2X6 P.T. SECURE W/ (2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ 632" O.G. MAX. OR (2) 2x4 *2 S.Y.P. DIAGONAL BRAGS W/ 1/2"X9' ANCHOR (3) 12d's a EACH TRUSS DIAGONAL GABLE SIMPSON MSTA-24 a (3) 12d's a EACH TRUSS DIAGONAL CROSS BOLT 32 O.G. MAX. X-BRACING t0 COVER 5-TRu55E5 X-BRACING 32 X-BRACING TO COVER 5-TRUSSES o.c. MAX. BRACING EXTERIOR STUD WALL CONNECTION NAIL GABLE TO 2X6 5/8' GYPSUM BOARD OR 1/2" HIGH DBL TOP PLATE 5/5" GYPSUM BOARD OR 1/2" HIGH TO FIRST FLOOR MASONRY WALL W/ 12d NAILS 6" O.G. STRENGTH CLG. BOARD SCALE: 3/4„- -1 -0 2X STUD 16' O.G. MAX. STRENGTH CLG. BOARD SCALE: 3/4 = I -0 3 SCALE; NTS MAX. A R C H IT E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W Q U w h w A F A 2 NUDDIV. Ae LOT: CREEKSIDE LOT #78 PROJRCT# 04321.000 awDRL: 4EAB "1672- ARIA" GARAGES 9 IIII1IIIfG�: LEFT PAO& SHINGLE MONO. 2-STORY WALL SECTIONS & NOTES 160 MPH EXR C ARCHITECT STATE OF FLORIDA AUG 1 1 2017 Da '� 08/10/17 BC. 1 /4" V - 0" #NOTE: NAIL 5I4EATI4ING TO ALL 2X AS PER EXT. 54EATHING NAILING, 5d 4" O.C. MAX EDGES 4 6"-5" O.C. MAX IN TIDE 1=1ELD 2x RIDGE ONE SIZE LARGER A Wa/ 2c X7'Xk WASHMlllER AND NUT SPACED EVENLY 4FR01'I FLOOR TO I� THAN RAPPER SIZE MIN. (3) 12d NAILS OR GARAGE DOOR H IN JOINTS PRIOR TO FILLt MIN. (4) 10d GUN NAILS DBL. TOP PLATE D5L. TOP PLATE 2X4 16" 01 MAX. 0 2x4 COLLAR TIE AT EVERY OTHER RAFTER W/ 2X4 16' O.G. MAX SECURE 2X4 TO K ° 0 MIN. (3) 12d NAILS OR I � WOOD 1114-12d ® 6'-8' MIN. (4) 10d GUN NAILS O.C. STAGGERED SECURE 2X4 W/ 2-1/4' SECURE 2X4 W/ 2-Va' 2x RAFTERS TAPCONS OR DRIVE PIN TAPGONS OR DRIVE PIN Ix8 NAILER SECURE TO TRUSSES (MIN. SHANK SIZE .145 MIN. (MIN. SHANK SIZE .145 MIN. 0 BELOW W/ HEAD SIZE 300 MIN. HEAD SIZE 300 MM. SECURE 2x4 ON (2) 12d NAILS OR EMBEDMENT I Ya' WIN EMBEDMENT 1 Yq' WIN 8' FLAT TO BLK (3) 10d GUN NAILS a EA TRUSS EA END NOT TO EXC 5T. PLA EA. END NOT TO EXCEED ARGI-IWA7 W/ CUT NAILS. Ig: SIDES: 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 BT. PLATE 19XS" A-50LTS 4' EMBEDMENT MIN. 0 CREATE VOID FOR STRAP 2X4 SOLID BLOCKING = W/ VXV>4 WASHER AND NUT PENETRATION SECURE TO SHEATHING I/2' CPX SPACED EVENLY FROM FLOOR TO 2 $LOCKING 1/2, CDX W[rH MIN. 2-12d PER BLK GARAGE DOOR HDR IN JOINTS ROOF DECKING OVER SE T HEATHING EA. END PRIOR TO FILLING. PRE-ENG TRUSSES WITH M 2-12d PER BLK 1-2X6 PT BLACK a CENTER OF PRE-ENG. TRUSS EA END EXTERIOR ARCHWAY EXTERIOR ARCHWAY o DOOR HEADER W/(ux'Xa' J-BOLTS ALTERNATE CONNECTION / 'J 1 4 EMBEDMENT W/ 2"X21XYa' WASHER 4 CONV. FRAMED ROOF 1 WITH WINDOW SCALE: I/Z"=r-0' AND NUT. MSTA-24 RAFTER TO EI �� SCALE: l/2 -I -0 SCALE: I/2'=1'-0' \/ 2X4SECUREDTO ® GONNEGtOR VER FT WTRUSS " II'15 UPLIFT GAB W/(2n2d � NOTES: � SIMPSOM HTSM20 ALL ANCHORS SHALL BE IN ACCORDANCE TO FRAMING PLAN W/10 10d TO TRUSS 2X Cu D TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE OU5LE TOP PLATE AND (4) 1/4' x 2 1/4" GA$ SUCH fNSTRUGTIONs ARE MORE STRINGENTCONT �— 2JI EA. UPRIGHT RIPPLE STUDS w 16' O.C. POUREDIN EL GARAGEDOOR (2)) SIMPSOM HTSM20 -E SCALE: I/2'=1'-0" DOOR MAX �\ � BUCK TAMENT HEADER SIZE PER :. SIMPSON LSTA-12 • EA. JACK " UPLIFT u SPAN CHART. STUD, BOTH SIDES OF OPENING. INSTALLED ON OPPOSITE L_30 0 ' CDX PLTWOOD 2x STUDS 0 16' O.C. MAX WT FACES OF BLOCK WALL GABLE BLOCKING W/10 10d TO TRUSS TRUSS SHEATHING. SHEATHING TO BE AND ( 2x4 BLOCKING DOOR WITHIN J' OF WINDOW/ DOOR APCONS To cONT L-30 EA EA. RAFTER RAFTER H2.5 EA. \ RAFTER Zx4 RAFTER • 24' O.G. p 2x4 FRAMING (TYP) rJ CLOSED VALLEY FLASHING DETAIL FRAMED OVERHANG N.TS. 6 N.T.S. 2X4 DEL. SP4o32' O.G. MAX 2XA DBL. 2X4 TOP PLATE TOP PLATE TOP E 50Tt TOr° PL TE I/2" CLG. BOARD f!2�Z TRUSSSS 1/2' CLG. BOARD TRUSS I/2" CLG. EOARD TRUSS TRUSSABI/Z" CLG. BOARD 1/2' DRYWALL TRACKS, TOP < WOOD STUDS •16' BOTTOM O.G., U.O.N. 1/2' DRYWALL 1/2" DRYWALL 2X T. 2X4 WOOD T. STUDS 0161, SS NG 01 U.O.N. OCKING 2X4 WOOD CHANNEL SNAPPED -WALL MID -WALL SECURE ET. PLATE STUDS *24' SilUD6 24' 01 70 SLA5 W/ 10d LAYER y�\Y SECURE BT. I/2'X9' O.C. TY PLATE TO SLAB /2' Ilk DRYWALL 32' i' MASONRY NAIL o W/ IOd MASOfj�R E T 32 OG. MAX ATT D TO EACH NAIL a 32'_ d��Y 2X4 PT. SID a 12' O.C. MAX ' (\�f SEE FOUNDATION PLATE GONG. SLAB FOR DETAILS CONC. SLA5 CONC. SLA15 C. SLAB SEE FOUNDATION FOR DETAILS SP4+a32' O.G. MAX 1—STORY ' 1—STORY 1—STORY 1—STORY TYP.INT. WALL INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL METAL STUDS (V9 UPLIFT) (W/ UPLIFT) (NON—BRG.) (NON—BRG.) 9CALE:1/2'=I'-®° 8 SCALE: 1/2'-1'- 8 SCALE: 1/2"=I'-0' 8C SCALE:1/2'=1'-0" 6'-O" OFENINr� ° 4 PRECAST LINTEL a ° ° a a —°�--7L a / ° TO SECURE TO FRAM11 n NEED MIN 1 1/2', LESS T 4 ° a 1 1/2', WINDOW MUST d SECURED TO 5 2x4 5L �a Tr ° URE 2x TO BLOCK W/ (2) a 3' TAPCONS OR DRIVE PIN C SHANK SIZE .145) ( EMBED- I J") ° WITHIN S" OF EACH ENP AND IS' O.G. MAX SPACING. ° G ° 1 CMU WALL ° a ° � f a ° Q ° Q °,, ° a a I^� ARCH WINDOW FRAME OPENING OPENING AND SECURE PER POURED LINTEL NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS PRE-ENG TRUSS AND SPECIFICATION) 71 JACKS (SEE HEADER SPAN CONTINUOUS CHART FOR DETAILS AND BOND BEAM SPECIFICATION) JACK STUD ASSEMBLY TO 5E SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END i NO MORE THAN 12' O.C. STAGGERED 1/2*13' A.B. MIN. 1' TAP CONS EMBEDMENMT B' FROM EACH MIN. 2' COVER TYP. INTERIOR END E 3Z' O.G. Max. 2' APART DOOR OPENING WD FRA SP4 OR 45 . TOP AND 11 EOTTOM PLATES ®EA.FULL TRUSS ANCHOR SCALE: 1/2 1'-0' LENGTH STUD, BOTH SIDES RETROFIT OF: OPENING. q 2 1 N.TS. LINE Cr- SLAB «5 III VERT. IN COR ER BEAD SOLID GROUTED CELL SEALANT 4 BACKER ROD 5/8' THICK 3 COAT CEMENT PLASTER e' CNIU SEE APPLIED STRUCTURAL FOR DIRECTLY TO REINFORCEMENT MASONRY 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT SPPROVAL REGL FROM MIAMI-DADS COUNTY WEATHER STRIP MOULDING ALL AROUND (BY DOOR MANUF.) GALV. STEEL— TRACK 5RACKETS FASTENED TO WOOD JAMB W/ 3/16'xl 1/4' LAG GALV. STEEL OVERHEAD DOOR SCIII VERTICAL TRACK 1' MIN. 5Y OTHERS 5Y MAUF. SLIDE FASTENED TO ROOM CRACK BRACKETS W/1/4'-20Xla' 13 GARAGE DOOR JAMBS CARRIAGE BOLTS SCALE: I/2"=1'-0' AND LOCK NUTS. TRUSS TO WOOD FRAMING SIMP50N MT5-12 PRE-ENG TRUSS DOUBLE TOP PLATE FIRE -ENG.TRUSS 2x GONTINOUS STRESS 05L. 2X TOP PLATE i SP4+3Z' O.G. MAX BLOCKING MID WALL 1/16' OSE. c 2x STUDS s 16' O.G. MAX, OR 1/16' ZIP SHEATHING UAN. SYSTEM (INSTALLED PER MANUF. BFECSJ }' T t G SUSFLOOR GLUED 2X SLOCKING • AND SCREWED AS PER TOP CI FASTNER SCHEDULE 1/2' CDX IST FLOOR STUDS TO s 2ND FLOOR STUDS 2X STUDS 16' O.G. MAX SM5TA-36 • 32' 2X BTM. PLATE A' 3/4' FLOOR DECKING MSTA-36 32' O G. MAX PRE- ENGINEERED FLOOR GIRDER PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE PRE- ENGINEERED FLOOR TRUSS zx CON71NOUS STRESS �O BLOCKING MID WALL (DCONTINUOUS SHEATHING TO BEGIN AT TOP OF ELK 2x STUDS • 16' O.G. MAX, WT 1/4" GAP FROM ELKTO OhM. UAN. 1/2' GYP. WL. 50. O HORIZONTAL 2X S.P)'. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN SECURE ST. PLATE TO SP4+32' O.C. MAX SLAB W/ }'x9' ANCHOR O3 REMAINING AREA TO 5E SHEATHED FROM DBL. TOP 50LT W/ 2' WASHER SET IN III TO HORIZONTAL BLOCKING. SIMF SON HIGH STRENGTH EPDXY 7" EMBED. MIN. ® SHEATHING • TOP OF WOOD FRAMED WALL TO BE ` STAGGERED MIN. OF ]Is' FROM SHEET 5ELOW ` • . • • SIMPSON SP4 0 32' O.G. MAX Q INSTALL ALL SHEETS W/FACE GRAIN PARALLEL 1i0 STUDS A R C H I T E C T S 61 Design GrOL Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h w U W 0 F„ 0. U W A F AGGLIGI 9TJSDIV. & IlaT: CREEKSIDE LOT #78 PROJECT# 04321.000 3WDEIC 4EAB 1672— ARIAGARAGE 9Vrn40z PRE-ENG TRUSSES W/ TRUSS LEFT CONNECTOR VERIFY W/ FRAMING PLAN PAGIM DOUBLE TOP PLATE PRE-ENG TRUSSES OR CONV. FRAMED RAFTERS CRIPPLE i 16' O.G. Max PRE-ENC,INE3=RED misc. S1 TA-1 s EA JACK TRUSS OT sl 6 OF DETAILS i MT5-12 2 T s 16" O.G. MAX W/ 7 H1NG. SHEATHING TO 5E 160 MPH EXP. C WITHIN i' OF WINDOW/ DOOR OPENING AND SECURE PER 2X NAILING SCHEDULE '�� O PLATE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) 2X4 7c4 STUDS 16" O.0 JACKS (SEE HEADER SPAN I} OSOR }" 5TM. CHART FOR DETAILS AND GDX PLY*PG .TACHED PLACE SPECIFICATION) PER FAR SCHEDULE JACK STUD ASSEMBLY TO BE ON SHEET D2 T5_ SECURED ONE PLT • A TIME. OR 1/16' ZIP SHEATHING USE 12d NAILS, TWO WITHIN 6' SYSTEM (NSTALLED PER TEXT. FINISH MANUF. SPECS.) FROM EACH END : NO MORE 2x4 BLOCKING UNDER THAN 12' O.C. STAGGERED WALL STUDS SCURE EtA-16 8104 OR H5 • TOP AND 51 TRUSS SAYS W/ PRE-ENCxINEERED BOTTOM PLATES • EA FULL (3) 12d's EACH END TRUSS „ CMU WALL LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE OF OPENING. STUDS • ib' O.G. SHEATHING TO LAP TO BOTTOM OF PRE-ENG'D MTS-12 • EVER STUD TRUSS 5ELOW_ SHEATHING MUST NOT BREAK I'-4' MIN. 2X4 5T. PLATE t p INT. 2—STORY L.B.W.FROM 2ND FLR LINE. �� KNEE WALL DETAIL @ ENTRY � 4 EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 1CJ scALE:3T4'=r-m' 9GALE:IR'.r-0 SCALE:I/2°=r-o' DOOR OPENING WD FRAMED ATTACHMENT 14 9CALE:1/2'=1'-®' 15 sGALE:I/2'=1'-0' CONTROL DATE: 07/01/15 ,I.I�I■ I, 9 ARCHrrECT: STATE OF FLORIDA AUG I I 08 /10 /17 NCA 1/4"=1'-0" 1 Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL5891.2-R5 N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 113/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon SH Window (+38) / (-48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R5 Non Impact from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4" Mulled embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @ head /sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon Picture Window (+38) / (-48) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.2-R3 Non Impact anchor. 6" max. from corners, 8 1/2" o/c 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 SlidingBuilders Glass Door (+33 ) / (41) (+25 ) / (50) Ply Gem Series FL14634.1-R2 Non Impact distance. 6" max o/c from corners and 20 3/4" max o/c 4780 elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedment. Opaque slab with or Single door with sidelite. 1/4" concrete tapcon anchor. 3" without impact (+36) / (-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 g 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. 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Double Garage Door (+29) / (-35) (+46) / (-42) Clopay 16.2x7 73 W6 FL16546.6 N/A 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 Interwrap 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 (+21) J (-21) Royal Buildingcts Builders T4 FL13139-R2 PrQdu 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. Less than 6' span (+47) / (53) panel MFG. 24 GAGE FL16293 R1 edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6' Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. span or more (+45) / (50) panel MFG. 24 GAGE FL16293 R1 edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Huber Wall Sheathing 17147-R1 Sheathing A R C H IT EC T S 1 N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w h w w h 0. w a F q IstmDrv. ae LOT: CREEKSIDE LOT #78 PMJ83CT# 04321.000 MODMU 4EAB "1672— ARIA" GARAGIC era: LEFT PACIL- PRODUCT APPROVALS 160 MPH EXP. C 601 ARCHITECT: STATE OF FLORIDA AUG I I nA`/% 08/10/17 8CALM: 1 /4" =1' — 0" -0 . W NOTE: NOTE. NOTE: IF ZIP &4EATa 41NG SYSTEM 15 APPROVED BUILDING WRAP IF ZIP 514EAt1- ING SYSTEM 15 INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE,, i \` SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE FLASHING (COMPATIBLE W/ HOUSE \� \ MANUFACTURERS 6' o VERTICAL LAPS (ROLL ENDS) 4 6' • HORIZONTAL LAPS. MANUFACTURERS WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP r0 BE I" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING TAPE . FLASHING TO EXTEND ON PIPE / \ I' OR LESS PIPE 6'x6' SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT � —� �' THICK, 3 COAT CEMENT � � -------- PENETRATION \ � FLASHING (COMPATIBLE " HOUSE \ �� WRAP MATERIAL) OVER 4"x4" / F \ FLASHING OVER APPROVED FLANGE OF CONTROL JOINTS t \ PLASTER 5ELF-ADHERING MEMBRANE ESE WIRED LIED t0 LATH 0 3" �. WRB LAYER "'2, FORTIFIBER j %'�, , HOUSE WRAP. O.G. MAX (VERT.). NOTE; DO BUILDING PAPER I" MIN. LAP METAL LATu FLASHING Im EXTEND ONTO PIPE NOT FASTEN CONTROL JOINT TO / \ WALL EVEN IF STUD EXISTS �% EiEYOND EXCEPT STAPLES W/ APPROVED METAL LATH �y V LEGURE CONTROL Y5EUSED TO 'TEMP. FASAT STPPORTS NED 4PT (VERT.)O.G. MAX I" X X X \ DURING INSTALLATION AND OVERLAP ONE SIDE FASTENERS TO SPACED P FLASHING OF WTU LAYER N, METAL LATH SELF -ADHERING MEMBRANE / \ CUTSELAND OVERLAP MEMBRA SIDE OF FLASHI • T" C. MAX VERTICALLY .STEP #I STEP 02 FLASHING WOOD SHEATHING I OR 1/16' ZIP SHEATHING / WRB LAYER 01,� THICK, 3 COAT CEMENT WR3 LAYER "I, SYSTEM (INSTALLED PER �/ STUCCO WRAP PLASTER STUCCO WRAP MANUF.9FpEG5J / METAL LATH 6 WRB •2, ORTI MR 1 MIIJ PAPER LAP BELOW ONLY WRB LAYER n, FORTIFIBER wRB LAYER 02, FORTIFIBER BUILDING PAPER 1 rpµAPE � � �8641LDING PAPER /� x6' LF HERING MEMBRANE STUCCO WRAP H OVER 4'x4' HERING MEMBRANE INSTALL FASTENERS (CLIPS, ASHING OVER APPROVED LATH SHALL NOT GAP MIN. WOOD SHEATHING STRAPS, STAPLES) AS 6" To a° a To s' REQUIRED TO SECURE FLASH WRAP. 5E CONTINUOUS MIN. MIN. SY 1EM (INSTALLED IPER FLASHING TO EXTEND ONTO PIPE /// 11 PIPE/ WIRE t0 FRAMING THROUGH CONTROL M UF. SPECS.) 4"x4" SELF -ADHERING MEMBRANE JOINTS EXIT SHALL \^ sae x<W is , u.c a.#, y xn < „�,p,iWM FLASHING OVER APPROVED ENE SLOPPED AND HOUSE WRAP. ING I" MIN LATH FLASHING TO EXTEN ONTO PIPE TIED At EACH SIDE. PROVIDE 2X4 BLOCK LAP, PER ASTM CI063 PLACED FLAT MAX-' TO 8" L OVER L 7.10.14 6 FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON 2 APER LAP \ �' CONT. BEAD OF SEALANT INSTALL APPROVED µOUSEWRAP AIR \ STRUCTURAL STUD SCALE: I I/2'=1'-0" ICE SHEATHING BARRIER OVER I. FASTENERS FOR LATH TO BE NAILS OR� -�' STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO EIE (NO. IS) 0.0475' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDITIO1`* \ TO WALL STUDS REQUIRED PER PLAN / ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) a:: VERTICAL LATH & PAPER DETAIL / WOOD STUDS . }r SECTION PER F 307RC8 s t_ I Exterior lathing and plastering tE, SHEATHING Exterior use of portland cement plaster 51DE LAPS OF METAL OR t/16' ZIP SHEATHING SYSTEM ,k.:, shall comply with the application (INSTALLED PER MANUF. SPECS.) .I requirements of ASTM C 926-12A. PLASTER BASES SHALL NOTE: FR SECURED r0 BUILDING y" MIN. Installation of exterior lathing and framing FRAMING MEMBERS. PAPER a3 LqP IF ZIP 51-4EAtl-41NC� SYSTEM IS shall comply with ASTM C 106312A. O"M" TYPE CONTROL JOINT THEY SHALL BE TIED INSTALLED, PLEASE SEE BETWEEN SUPPORTS MANUFACTURERS WIN 0m415-IN. (121-MM) STUCCO )j" LAP a LATH WIRE AT INTERVALS NOT ui 3" LAP ® PAPER INSTALLATION PROCEDURES MORE THAN 5' (22S-MM). AS PER ASTM CV63 OI. FOLD MW6AP • PT. A O I. FOLD INWARD • PT. A 7.8.1. 4. GIRFASE • PT. B f f F N T R A T I OilDETAIL wLD FOR PAIR OF TEARS ® ® � �� C �� IN uRB LAYERS, TEARS HORIZONTAL LATH DETAIL MAY BE PATCHED & PAPER DETAIL W/PPER M E WRAP CAPE N • T ,.5I PER MANUF. SPEC. OR FOLD PEEL 4 STICK • 48 $ ® 1116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) OR O L FOLD INLLWRD . ® FOLD MWARD • PT. A WOOD SI-4EATI I I1�lCs Pr. A WRB LAYER 01, Y. CREASE • PT.13 STUCCO WRAP 3. GREAIE • PT. G 3. GREASE • PT. G 4. FOLD Pr. C OVER PT. ° TILL PT. C TOUC4ES DatTOMFLA� THICK, 3 COAT CEMENT kk��= PLASTER METAL LATH LIE] G E N 1 LAP WRB 4 TAPE OVER D RA I NAG FLAN (I,UR5 ® FOLD ® LLWTERTIGNT ROOF/WALL SCREED 1, STUCCO UJR,�F)) • „• °arroT, FLANGE NOTE: SEAL FOLD, 2Q IF ZIP 54-4EAT4-41NG SYSTEM 15 Gut. z 511X5" "L" TYPE CONTINUOUS �I�g L �1' R #2 C ORT I I P R INSTALLED, PLEASE SE3= GALV. METAL FLASHING I"1ANUFACTURER5 BU IL.D INCx �'(4i�R� INSTALLATION PROCEDURES PL�TtR3 COAT CEMENT (NAIL TO ROOF DECK, NOT WALL SHEATHING) WR0 LAYER R,FORTIFIBER BUILDING PAPER CAP SHINGLE - DO NOT NAIL, t'�IETAL LATT 4 X X X X WRB LAYER 01, INSTALL WITH ROOF CEMENT STUCCO WRAP LAP LAYWO OF °UILOMG WRAP .: :. OVER "LNG, FLANGE STOP a d a f�v WRS V .. , ... BHINflLE� IR70F(WALL SCREED ROOF CEMENT a .•• _5x5 WALL FLASHING in 54-41NC�LE Root=1N�Z WOOF,) e1—r AT�ING o OR 1116 ZIP 51—IEATHING SYSTEM p KICK -OUT FLASIiMG (SEE �. �., ( INSTALLED \PEER I"1ANUr. 5PECSJ DETAIL) � �, VELeF—ADHE51 1( E FLASHING — — — — NOTE: x;.., IF ZIP SHEATHING SYSTEM 15 NOTE: INSTALLED, PLEASE SEE MANUFACTURERS I„IET, L 1®AT4: L.ATI4 TO 8E fi Ef' 1=5C \ WA �R oc � T OR INSTALLATION PROCEDURES �`y�°Y R703.(o.1 / A5T1l C-8-41-09, 1`�1N. 2,5 L85. SHINGLE ROOFING NOTE: INSTALL 0TTOMr4CKOT FLA&+MCs AT BCIMS OF ROLE, f ER 5Q. NT ,ARj� CUTIL ITr OR NQl I'INAL WALL INTERSECTIONS DRIP EDGE, OVERLAP 31/ EXTEND 1/2' L014I LATH SHEATHM9, MECHAICFASCIA DOES 5 NOT � E E T 5 F E C I �I A T ION 5 FASTEN 4' O.0L'FLAHI�G 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.a bdesigngro up.com AA #: 0003325 F W h W s; W t 0 U h A F A swumv ee wTi.; CREEKSIDE LOT #78 IF%0" CT# 04321.000 MODEMA 4EAB "1672— ARIA" LEFT PAC& WALL ASSEMBLY DETAILS 160 MPH EXR C ARCHITECT: STATE OF FLORIDA AUG 1 I rip W. 08/10/17 scAtim 1/4"=1'-0" F�Y;-N—It 'Mq WAI • NOTE: IF ZIP SHEATHING SYSTEM IS INSTALL 6' SLASHINHOVE STUCCO INSTALLED, PLEASE SEE MEMB RANE FLASHINCs OVER FINI&4 MANUFACTURERS FLANGES OF)NOND- O ASLE 1=1NIS41 INSTALLATION PROCEDURES FRAME OF THE EXHAUST. (0' SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING, TO BE: OVER TOP E SIDES 1/16" TIP SHEATHING: SYSTEM -1/16' ZIP SHEATHING: SYSTEM I. BOTTOM, 2. SIDES. 3. TOP (INSTALLED PER MANUF. SPECS.) OR (INSTALLED PER MANUF. SPECS.) OR x VENT CAP IS TO BE SET IN BED SELF �UOOD.�i-iEATI-IINCs } WOOD SHEATHING: OF SEALANT AT TOP AND ! FLASHING WR5 LAYER 01, WRAP X SIDES ONLY. SEALANT IS t0 BE UNIT WRB LAYER "I, I TOOLED 50 AS TO DEFLECT STUCCO WRAP WRB LAYER 02, FORTIFIBER WATER AWAY FR OINTS. " { PREf?ANUF. DRYER "'' X E-Z BEAD AL BUILDING: PAPER VENT -A 5 A ALL VENT CAP (SET IN METAL LATH T`� I LURE LAYER 'M2, 1=0RT11=1BER x JON7 INTE LIONS CONT. SEALANT) WOOD -1r8' TEXTURED YY�55 T At PERIMETER of/�- BUILDING: PAPER CONSTRUCTION '�FINISH a WOOD BACKER ROD FRAME AND StUGGO FASTEN TO WOOD STRUCTURAL. ON MEMBER a 7' O.G. MAX RSEALANT a, CMU TOP 4 SIDES THICK, 3 COAT CEMENT }. YJ�PLASTER Ye' TONS" MID -WALL PER FBC R703.6.1 WEEP SGR1 Eo Exterior lathing and plastering BACKER ROD Exterior use of portland cement plaster - r4 shall comply with the application D RYE R VENT (B ]LIO C K) /8 TO Ya MII] wAJ LL requirements of ASTM C 926-12A. WEEP SCREED X 6" WIDE STRIP SELF ' X Installation of exterior lathing and framing ADHESIVE FLASHING:, CLEAN MASONRY 5EFORE APPLYING X shall comply with ASTM C 1063-12A. lo" 5ELF-ADHE51VE teXTURE=D WRB LAYER *I, X FLASHING STUCCO WRAP I' FINISH MASONRY X HOODED VENT 5UILDOVER I QUIC FAR WOOD 1=RAMED x ill THICK, 3 GOAT CEMENT FLASH" — — — —I WALL7B HORIZONTAL WEEP SCREED PLASTER FRAME TO BLOCK METAL LATH HORIZONTAL WEEP SCREED WRB LAYER M2, FORTIFIBER WALL THROUGH FRAME TO FRAME) -NOTE: BUILDINGS PAPER wooD SHEATHING: NOTE: IF ZIP SHEATHING SYSTEM IS IF ZIP 5HEATHING SYSTEM IS INSTALLED, INSTALLED, PLEASE SEE A PLEASE SEE MMANUFACTURERS DRYER VENT (FRAME) ANUFACTURERS INSTALLATION PROCEDURES 6" SELF ADHESIVE �� INSTALLATION PROCEDURES FLASHING (INSTALL % PER MANUF. SPECS.)all OR ZIP ATHING SYSTEM (INSTALLED PE1p MANUF. 8PEC8.) $UILD INGx PAPER WOOD SHEATHINGS UNDER "QUICK FLASH" i— WRB LAYER "I, NOTE: CUT OPENINGS IN WRB LAYER 1,STUCCO UJRAP STUCCO WRAP IF ZIP SHEATHING SYSTEM 15 APPROVED HOUSEWRAP jk WRB LAYER 02, FORTPIBER INSTALLED, PLEASE SEE FOR BOX INSTALLATION BUILDINGS PAPER MANUFACTURERS csplucTloN INSTALLATION PROCEDURES CUT "X" INTO t A VENT PENETRATION WRB LAYER "I, SELP-AD�IERINGs fx4 METAL H STUCCO WRAP MEMBRANE FLASHING SCALE: N.T.S. S CMU v L ASI D APPLY SELF -ADHERING .a . 6 I AND MEMBRANE FLASHING 1 1 WOOD SHEATI-ZINC OVER BOX AND OVER 15' MID -WALL APPROVED WRB LAYER sc oil lall WIDE SCRIP SELF ADHESIVE LASHINGS, CLEAN MASONRY 5ffrORE APPLYING: APPROVED Z FLASHING HOUSEWRAP BELOW WRB LAYER *I, STUCCO WRAP ELEC. METER FIELD VERIFY LOCATION ELEC. METER FIELD STONE VENEER -N OVER SCRATCH COAT VERIFY LOCATION GUT SUCH THAT APPLY 60 MIN SELF-ADHERNGS NO MEMBRANE GRADE "D" FELT MEMBRANE FLASHING: ENT1=R5 Box, — OVER 1 APPLY STUCCO 5GRATC�4 GOAT APPLY TO FACE SELF -ADHERING EDGE FLASHING OVER HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT APROVED PRIOR TO INSTALLING ELEC. HOUSELRAP W/STONE VENEER METER WRB LAYER "2, FORTIFIBER (FRAME TO BLOCK �� BUILDING PAPER CAVITY To BE FILLED �� WITH RIGID POL`I'MERIC LEGEND 15OCYANOTE-POLY5LEND FOAM JL ( "GREAT STUFF" OR SIMILAR) CI ACt/1MCOIr' DRAINAGE PLANE (I.URB BASE SEALANT AT POINT LAYER #I, STUCCO Ll) THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD UJRB LAYER #2 (FORTII=IBER — — — — — GRADE "DI'11N BUILDING PAPER) AREA TO RECEIVE STUCCO 5CRATCI-4 COAT SEALANTAT 1" IETAL LATI 4 x—x—x—x E 1 COAT OF PAINT LU/BACK- JOINTS AND ROLL PRIOR TO INTERSECTIONS STUCCO F ELEC. METER INSTALLATION PROVIDE STUCCO 5CRATCI4 COAT LARGER THAN THE ELEC. .O. O.O.O O •O.O.O p .o o• o• o O o• O• •O •o o• O• •p O O• O• •O .o o• O .o.o.e O •o•o•o.o WOOD 5NEATHING METER CAN OR METER CAN / OR ii16' ZIP SHEATHING SYSTEM COMBO OR METER CAN Al ( INSTALLED PER MANUF. SPECS.) DISCONNECT SELF-ADHE5IVE FLASHING — — — — NOTE: ELECTRICAL RECEPTACLE 1" IETAL LATH: LATH TO BE PER F5C; ELECTRICAL CONDUIT � R103.6.1 / ASTM C-847-09, t*l 2.5 L85. 8 PENETRATION PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SF'ECIr=IGAT1ON5) H -I Design r o L[jr,nc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 18 U W 0 0. w q h A stnmry ae JE CREEKSILOT #7 P3R0"=T# 04321.000 MODzra 4EAB "1672- ARIA" GARAGN Ievmck LEFT PAG&: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: AUG I I 08 /10 /17 S0ALM 1/4" V-0$11 ropy EXT. WOOD FRAMED COLUMN SHEATHINGS WOOD SHEATHING WALL WRB LAYER "I, STUCCO WRAP SUB -FLOOR DECKING �� BARRIER NRESISTIVE WOOD WRB LAYER "2, FORTIFIBER FINISH LAYER (2 LAYER 3° X 3' 26 GA. GALV. WEATHER RESISTIVE CONSTRUCTION — BUILDING PAPER PRE-ENG'D TRUSS PEEL a SLICK) METAL DRIP EDGE � BARRIER "2 �_ii iii , vii. SET IN FULL BED OF _ S„ SAS 9/a' HAT CHANNEL �° THIGK, 3 GOA EMENT WEATHER RESISTIVE 5EALANT,Ys" MIN. / 6" PEEL a W/s/s" TYPE 'X' DRYWALL PLASTER BARRIER "I STICK m DRIP SPACE FROM DRIP !/ PIExEx3<'L' \FLASHING 6° S.4F. P P SCREED WEATHER RESISTIVE EDGE TO FACE t0 TREX FULLY EMBEDDED TO 5 t ING H WEEP SCREED BARRIER'2 SI IN ' THICK, 3 COAT CEMENT, V IRIES DECK `1 IN ROOF CEMENT WOOD SHEATHING PLASTER I Y' X 3' 26 GA. GALV. METAL LATH Ya GAP FOR BACKER METAL DRIP EDGE WRB LAYER 01, / `� \ , ROD a SEALANT SET IN FULL BED OF STUCCO WRAP \ WOOD SHEATHING I h"X1 :a" P.T. OR SIMULATED SEALANT, Yt" MIN. WOOD (TREX) FILLER, Ya GAP FOR BACKER " THICK, 3 GOAT CEMENT \ CONTINUOUS VINYL CASING BEAD ROD < SEALANT SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE PLASTER r r �\ 6" SELF-AD14EREING WATER PROOFING let "� WEA R 51STIVE VINYL CASING BEAD /` \ BARRIER 01 AM66-WFWC-1W CUSTO SING I �� FLASHING WRAPPED EXTERIOR GRADE W RESISTIVE All ®TOP OF WEEP SCREED LAYER (2 LAYER, a % R "1 ��, DRY WALL STICK) WRAPPED FROM i RIE 02 / 1 t0 SHEATHING BELOW - �c ATHE S15TIVE SAYER (PROOFING PEEL X I COLUMN `1 BALCONY DECK TO1 02 : \ CANTILEVER ^I AWFO°�T +"^� WRB LAYER 01, THICK, 3 COAT CEMENT a STICK) APAWFM a.aerr N SHEATHING ' ,x:` \ STUCCO WRAP 4" POSITIVE DRAIN PLASTER 6" PEEL a STICK g WEEP SCREED PEEL a Stt `6' S.A.P. ' VINYL CORNER BEAD E MEMBRANE, DRIP EDGE TO PECK END OVER DRIP WRB LAYER M2, FORTIFIBER VINYL CASING BEAD SUB FLOOR EDGE I " ' " " FLASHING BUILDING PAPER NO GAP IN FIELD ---_---- - - --- (SHOWN FOR CLARIFICATION OF ®® FULLY EMBEDDED IN i SEPARATE ACCESSORIES ONLY) 3 X 3 26 GA. GALV. SUB FLOOR 5 ROOF CEMENT �• T., , METAL DRIP EDGE ® � --------------- - ------ _ - ____ SET IN FULL BED OF 6° SELF-ADHEREING IN" X 3" 26 GA. GALV. WRB LAYER �I, FLASHING WRAPPED 1 X4'XI �4' T. R SI ACED SEALANT, Ys' MIN. METAL DRIP EDGE _ ; ® WO (REX) ILL R, % SPACE FROM DRIP ' SET IN FULL BED OF CORNER OF CANTILEVER / STUCCO WRAP ` rr ON N 5 FACE t0 TREX "XI TOR SIMULATED 4' POSITIVE DRAIN Op TREX) FILLER, SEALANT, J� MIN. 1 1 VINYL CASING BEAD SPACE FROM DRIP AMIGO AM66-WFWC-780 `. z . WEEP SCREED FOR BACKER NtINU0U5 `. ' /FACE TO TREX CUSTOM CASING BEAD p a SEALANT WATER PROOFING let Ya" GAP FOR SEALANT VINYL CASING BEAD ___ _ FI SH LAYER (2 LAYER LATER (z LAYER PEEL a OPT. BACKER ROD. PEEL a STICK) STICK) WRAPPED FROM WATER PROOFING let CANT1]C,EVE]EZ JUR1� MODIPIEp90 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL a NO GAP IN FIELD CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE: 1 O HAT CHANNEL VINYL CASING BEAD" THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO SEPARATE ACCESSORIES ONLY) Jr- ZIP SHEATHING SYSTEM 15 E D C E PLASTER VINYL CASING BEAD CANTILEVER CASING BEAD INSTALLED, PLEASE SEE METAL LATH it THICK, 3 GOAL CEMENT MANUFACTURERS 5/8' TYPE "X" DRYWALL WOOD SHEATHING PLASTER 10 A DTL. ® C ANT. INSTALLATION PROCEDURES W/TEXTURED a PAINTED WEATHER RESISTIVE 5/8" TYPE "X" DRYWALL %< METAL LATH SCALE: 1 1/2'=I'-0" LEGEND FINISH BARRIER RI W/TEXTURED a PAINTED WEATHER RESISTIVE FINISH WOOD SHEATHING i" THICK, 3 COAL CEMENT BARRIER M2 PLASTER 4" POSITIVE DRAIN" THICK, 3 COAT CEMENT 4' POSITIVE DRAIN NOTE,• DRAINAGE PLANE (UJRB VINYL CORNER BEAD WEEP SCREED PLASTER WEEP 5GREED LATER *1, STUCCO UJRAP) VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION NO GAP IN FIELD 1�ETAL LAT I; LAT TO 5F FEIR �51G VINYL GORIER BEAD SEPARATE ACCESSORIES ONLY I I �P 19®7 I (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD R703.6.1 / ASTI"I C=84i-013/ MIN. 2.5 L55, UJRB LATER 1*2 (FORTII-IPER — — — — — SEPARATE ACCESSORIES ONLY) PER &a. NI'ARD (UTILIT"`r OR NOt IINAL BUILDINCz PAPER) BALCONY DRIP BALCONY DRIP LAT1-4 DOE5 NOT 1"1EET 5PEGIFIGATION5) METAL LAT14 x x x x 11A EDGE INSTALLATION 11C EDGE INSTALLATION C COLUMN (W/" L" FLASHING) SCALE: NTS NOTE: woop GTION STUCCO WOOD SHEATHING NOTE: IF ZIP SHEAT ING SY 15 OR 1/16' ZIP 6NEATI-IING SysTEM INSTALLED, EASE <INSTALLEDPERMANUF-SPEC6.) IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE IN5TA MANUFACTURERS REs — T i R ISTIVE UJOOD 51�EATI 41NG 2x FRAMING MEMBER WRB LAYER °L i MANUFACTURERS STUCCO WRAP iC; INSTALLATION PROCEDURES RESILIENT HER RESISTIVE HA SELI==ADiESI1/ELASIINC PLWOOD SHEATHINCx HAT CHANNEL BARRIER "2 ——BTAH�CEKR3 COAL CEMENT VINYL CASING BEAD WRB LAYER 02, FORTH=IBER it THICK, 4THICK, 3 coaT CEMENT I/2 CORNER BEAD BUILDING PAPER .. PLASTER 71 /s" TYPE 'x" ALL I;: METAL LATH FASTENED TO SHEATHING METAL LATH I STRC CO RAP W/tEXTU FDA[ WOOD SHEATHIN�z rt" O.C. MAX. 1 j FIN( oR 7n6' ZIP suEatulNo rsTEM I At CEMENT C 2x>1 �APER� VINYL CORNER BEAD 4" POSITIVE DRAIN WEEP SCREED �v VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1�D DRIP EDGE *= . X X�Xt X—X-+—X- �C 1 1 I WRB LAVER #1, STUCCO WRAP 8' CHICK, 3 COAL CEMENT PLASTER 6"SELL=-AD4ERINCx FLASHING 4 WRB LAYER *2, F-ORTIF15ER BUILDING PAPER ' , METAL LATH 1 WOOD SHEATHfNC-� ?� ' (EXPLODED $ THIGK, 3 GOAT CEMENT `� VIEW PLA5TER METAL LATH DRIP GAP q OR , WRB LAVER 02, FORTIF15ER INSTALLATION BUILDINC; PAPER WINDOW FLANGENOTE: � WRB�LYER 01, IF ZIP, SHE HING SYS EM IS WOOD CONSTRUCITON C O R JL V E R BEAD '(�Ey F ILRAM E INSTALLED, PLEASE SEE STUCCWRAP MANUFACTU RER5 2 1/211 INSTALLATION PROCEDURES -WEATHER RESISTIVE WRB LAYER 02, FORTIFIBEIR BARRIER 01 � CORNER BEAD WEATHER RESISTIVE / (FASTENER A 5PACING rt" O.C.)BUILDING PAPER BARRIER 02 - \ METAL LATH VINYL CASING BEAD \ ' THICK, 3 COAT CEMENT \ ' PLASTER �' THICK, 3 COAT CEMENT 5/8' TYPE "X' DRYWALL METAL LATH PLASTER W/TEXTURED a PAINTED 6"SELF-ADHERING = ' %' FINISH'(. sPEcs/ CMU FLA54NG i ' THICK, 3 COAT CEMENT PLASTER 5/$" THICK, 3 COAT CEMENT VINYL CORP. 4" DRIP CAP �f VINYL CORNER BEAD POSITIVE DRAIN PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD BLOCK 15B CASING BEAD WINDOW @D-RIP EDGE INSTALLATION I (( FRAME, NO BAND A R C H IT E C T 1 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W a W ti. 0 a A ' h A ti ®Luna a)a LOT: CREEKSIDE LOT #78 PROJRCT# 04321.000 monmlu 4EAB "1672— ARIA" GARA Z 8WI, M: LEFT PAGM WALL ASSEMBLY DETAILS t60 MPH EXP, C ARCHITECT: STATE OF FLORIDA AUG 1 1 08/10/17 3CALM 1/4"=1'-0" l A R C H I T E C T S NOTE: IF ZIP SHEATHING: SYSTEM IS �" THICKy 3 COAT CEMENT - �" THICK 3 GOAT CEMENT 4 WOOD S-IEATHINGs INSTALLED, PLEASE SEE P R : ' PLASTER MANUFACTURERS To TfRirl TAL ATH ; SEALANT �\ I INSTALLATION PROCEDURES 1X TRIM MEMBER ; / / METAL LATH ' STUCCO TO LAYER 02, FORTIF15ER WRB LAYER "I, x SIDINGS TRANSITION 1 i STUCCO WRAP WOOD SHEATHING: UILDINGs PAPER ' SIDING: -7 WOOD SHEATHING 0 LURE LAYER 02, FORTIP15ER ' m BUILDING: PAPER ">1'� ' WRB LATER 01 �� --- � ,m.�,,�,�F"fi„„"„�, r .M.m.,�..:..,� I WINDOW FRAME . ; STUCCO WRAP -------------- - ------ - ----- ---- '00/ ........ WRB LAYER 02, FORTIFIBER I------------------------------------------ ......... LATH /B L YE /WRB LAYER wl, BUILDING: PAPER " THICK, 3 COAT C�MI=Nt� ' ' WRB LAYER '"1, 1=0Rt11=fBER ST G STUCCO WRAP PLASTER BUfLDING� PAPER - BEAD VINYL CASING CASING: BEAD CW/3/0" FLEXIBLE PVC BACKER ROD) ................................,.,. ,... 6°SELF-ADHERING: META ATH FLASHING: ) 6" SELF-ADHEREING VINYL ANGLED/ , - CEXPLODE D 1G 3 COAT CEMENT FLASHING TOR PEEL 4 STICK j CASING: BEAD � VIEW POR S SIDING T O S T l� C C O WRB LAYER Ill STUCCO WRAP, CLARIT J I \ \ WRAPPED AROUND FRAMING: MEMBER CASING- BEAD / \ roll SELF ADHESIVE FLASHING: DRIP GAP (CROSS SECTION) — I / WOOD SHEATHING: LAYER "i, I WINDOW FLANGE TUCGO WRAP ', 2X FRAMING: INYL ANC:LED WOOD CAONSTRICTION ff MEMBER DETAIL BELOW EXPLODED 51NGx BEAD x WOOD SHEATHIIK4 FOR CLARITY ' i UrEATHER RESISTIVE i ' WRB LAYER "2, FORTIPIBER _ BUILDI� PAPER r ' / Ba IER s(sTIVE \ �'----------------------------------------------- ------------------------------------- / / METAL LATH I VYVaELAALP SIDING / \ / / I FLU LF-AADHERIW4 ----- --------------------------------------------------------------------------------------- " tHICK, 3 GOAT CEMENT �� / ' F� DHERINCs / g" THICK, 3 COAT CEMENT ,G WEATHER RESISTIVE i y4d�i TYF PLASTER ' 5ARRIER"1 GA�IN� FAD PLASTER \ STARTER STRIP / WEATHER RESISTIVE / 6"A::)HE \ � � r \ BARRIERR SEALANT TO LUIND)CW METAL LATH FLASHING • o Not G K o I \� �i 6" SELF-ADHERIW;s �■ , SEAL I / FLASHING GALV'D METAL LA ER "2, FORTIFIBER GAL V AL x' FLASHING DRIP CAP ��, y r ill Ix I MULATED \� 5ENOT °PE"u'� WINDOW FRAME UIL Cx PAPER WINDOW FLANGE * MEMBER OOP SHEATHING: � / �` CASING BEAD C WINDOW / uioOD tRSIMULATED M MEMBER 5 (FRAME, W /BAND / SEAL GAP APPROVED SEALANT / OR APPROVED SEALANT I �.." ...�.:' - i � I STUCCO CASINGS / SIDING TO STUCCO WRB LAYER #I, BLOCK TO FRAME ` STucco WRAP NOTE` TRANSITION \ WOOD SHEATHING IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE 9 ro' WIDE PEEL 4 STICK MANUFACTURERS \ OVER FLANGE I WINDOW FLANGE INSTALLATION PROCEDURES \ METAL LATH NOTE: E-Z BEAD VINYL CASINC: METAL LATH: LATI4 TO 5E PER 1=5C I 2X FRAMING: (W/3�6" FLEXIBLE PVC; BACKER ROD) I R-103.6.1 / ASTI" I C-84-1-0c3, MIN. 2.5 LBS. MEMBER WRB LATER 111, UJ00D SI4�ATI�ING PER SQ. YARD (UTILIT'*' OR NOMINAL \ #APPLY FULL BED OF SEALANT BETWEEN STUCCO WRAP LATH4 DOES NOT MEET SPEC11=1CATIONS) �\ i/ FLANGE E BUILDING: WRAP ` PUILDINGx J WRB LAYER "2, f=ORTIFIBER -; WRAP BUILD ING PAPER I WOOD CONSTRUCTION ' ------------------------------------------------------------------------------------------------ 4 FLASHING SELF -ADHERING 8" THICK, 3 COAT CEMENT C W WEapERERESISTIVE— ' �� 0 "" �� BARRIER "I WEATHER RESISTIVE PLASTER - // BARRIER �I TO LAP E 2WINDOW CASING WEATHER RESISTIVE / \ V ABOVE TOP � II /� p 1� p B{ARRIER "2 / / Z ASHING /� _x I X W�� L=A� 1R 02, FcfRT1FIBEfiR Wi6RE LAPSIDING/' / I q 16 r�II I / WE R RESISTIVE �t� I D INCx P P 6' SELF -ADHERING: IER M VINYL ANC z ` WEATHER RESISTIVE CASING BEAD �- y- FLASHING - \ BARRIER'"1 �E AL L A � STARTER STRIP / A� / VINYL CASING BEAD !` �- ' I I GaFLA METAL ' -� DO NOT CAULK OR Z" FLASHING ��// � SEAL OPENING DO NOT CAULK OR II T� I G<, 3 C O,, T C; E r I N T \ SEAL OPENING CEXPLODEDp /� G'� j� GALV'D METAL WEATHER RESISTIVE LEGEND ' VIEW FOR LAST I ` 'Z' FLASHING: BARRIER'I TO LAP I Y X 6 SIMULATED 6" MIN. ABOVE TOP T -... OF 2 F LASHI NG CLARI l') w�Op TRIM MEMBER -x ISE I tY4'-X_6' SIMULATED DRAINAGE PLANE (WRB (W/V FLEXIBLE ":I \ / WOOF TRIM MEMBER LATER *�, STUCCO WRAP) BACKER ROD) \ / SELF -ADHERING 6' SELF -ADHERING I I i FLASHING FLASHIINKG, \ WRB LAYER *2 (FORT11=1BEIR — — — — GEMENT PLAs R \1� OR APPROVED SEALANT BUILDING PAPER) 15AARRIERRsISTIVE WEATHER RESISTIVE METAL LATH X—X—X—X CASING y pp y BARRIER "I C/ ` I N G BEAD AD � RAISED WEATHER i�8(STIVE E-Z BEAD VINYL CASING t11 J JL BARRIER 02 BACKER ROD PVC STUCCO BAND ( FRAME) SIDING TO STUCCO UEATHER02 RESISTIVE 17AC FRAME TO FRAME BARRIER OR /166""�D tS EAT NNGs SYS EM SCALE: 1 1/2 -- 1 -m TRANSITION (INSTALLED PER MANUF. SPECS.) 19 5EL1=-ADHE5IVE FLASHING — — — 1 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w h U w 0 R0. U w a F Istrrrilory ae IO CREEKSIDE Oil LOT #'7 8 PnonwT# 04321.000 MODEra 4EAB "1672—ARIA" GAi?Aa& OWING: LEFT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 601 ARCHITECT: STATE OF FLORIDA AUG 1 1 np `. 08/10/17 BCALB: 1 /4" —1' — 0" A R C H I T E C T; CUT HC AT 45' MOpimEp 'I' CUT IN HOUSEWRAP LINE OF I OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER UD STUD WALL STEP 1 INSTALL 6' SELF -ADHERING FLASHING OVER NAILING FLANGE AT JAM06 EXTENP FLASHING MIN I' BELOW SILL FLEXI5LE FLASHNG DO NOT SEAL 501-tOM FIN STEP C* ,k 7' TEMPORARILY FOLD -UP i SEC HoueEWRAP (O TUCK FLAP UND at HEAD FOLD HOUSEM IN AT JAMBS 4 SLOPE SILL R. INSTALL 6' SELF-ADHE FLASHING C vINYL HEAI FLASHING ( DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING I' 5EYOND Ji FLASHING GAP VIP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (GAP NAILS, STAPLES) INSTALL DUPONT FLEXWR.41= AS TH FLASHING AT THE E TAPE )NAL CUT 4 SS HEAD Cr w gvw °PLY 46' 7NTINUOUI = SEALAN NIBS ANC 'PLY TO NDOW NA .ANGE IN Rr=-F'UNC+ )LES OR INSTALL 6' WIDE ADHESIVE SACKED FLEXIBLE FLASWNt MATERIAL OVER DRIP GAP JOINT (PROTECTO-WRAP 5T-20XL or EQUIV) WINDOW FLASHING INSTALLATION DETAILS ]FULL WICAP 5GALE: NT5 NOTE-. IF ZIf 5�4AT�4IN 15 INSTALLED, f=LEA�E SEE 1 IANUFA TU S INSTALLATION F)fRcGEE)uF.'E5 Y A!E NG DINT T IS THE CONTACTORS RRESPONSIBILTY TO VERIFY THE COMPATI5ILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS %WNG: SEALANTS MAY FACT ADVERSELY IF NOT CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION Or - EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL 5E IMPLANTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h W V W 0 0. y A F A Fr ti CREEKSIDE LOT #78 FMDJNCW 04321.000 MODELt 4EAB "1672-ARIA" GARAGE DWMG: LEFT PAG'M WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT: STATE OF FLORDA AUG 1 1 DwTSo QS/10/17 scArm: 1/4"=1'-0" e3MET VU A5 Y 2x6 SUB-BANb W/I "x4" NOTCH a END, WRAPPED PEEL 4 STICK DRIP EDGE -1/5" TEXTURED FINISH Is WOOD %1I TEXTURED FINISH a Cr (U IN I\ I\ I\ I \ I \ 1 \ METAL FASCIA \ WRAP Ye" FROr I \ STUCCO, 1" FROM \\ WOOD WALL t EXTERIOR WALL \ (FRA-Y E OR Ct"%) \\ NOTE- NOTCH FOR 2X6 SUB BAND ONLY VAT I Oil METAL FASCIA WRAP 2X6 SUB BAND ��s° tExtuRED FINISH 9 WOOD METAL LATH WOOD SHEATHING, 1 Wi5 LAYER "I, STUCCO WRAP WRB LATER 02, FORTIFI5ER BUILDII* PAPER ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I" OFF WALL (NOT INTO STUCCO) 3-GOAT PLA5TER / 2x6 SUB -BAND W/I"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL ROOFING CEM3=NT DRIP =DGE METAL KICK OUT NOTE - IF ZIP SHEATHING PLEASE SEE 1" IAi PROCEDURES PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -O" SCABBED TO TRUSS W/126 NAILS 6"-8" O.G. MAX. 2x SUB -BAND W/1Y"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR (WALL (FRAME OR GI" IU) SUB BAND DETAIL @ WALL SUB BAND DETAIL @ WALL W/KICK-OUT FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. /4" A50VE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY11x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY _L KICK -OUT FLASHING T PAPER P EDGE FERENCE POINT l' FOR WALL OFF OF COI" IPONENT5) -AL FLASHING, WRAPPED Y4" ABOVE BOTTOM OF P EDGE iUB-BAND "x4" NOTCH a >, WRAPPED IN :L 8 STICK OF GEI" IENT a ROOT= EDGE OMITTED FOR CLARITY AR •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX:407-774.4078 www.abdesigngroup.com AA #: 0003325 F w w 0 F D3 w a h q stn3m . ae LOT: CREEKSIDE LOT #78 PROJMT# 04321.000 MoaM 4EAB "1672- ARIA" GAItA R 9wn4G: LEFT PAGM WALL ASSEMBLY DETAILS: SUB -BAND I60 MPH EXP. C ARCHITECT: STATE OF FLORIDA AUG 1 1 DA ; 08/10/17 scAxm 1/4"-1'-0" to"s)If