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Home My WebLink AboutBUILDING PLAN• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 REVIEW BY BUILDER CONTRACT DOCUMENTS. BLVD. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 0 5AYIC lil 1430 CULVER DRIVE NE, PALM BAY, Tel: (321) 733-7092 Fax: (321) FL 32907 733-7972 DESIGN CRITERIA: ABBREVIATIONS -FLORIDA BUILDING CODE RESIDENTIAL ABV. ABOVE I.AV. LAVATORY (FBCR) 2017, 6th EDITION A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET - FLORIDA FIRE PREVENTION CODE 6TH EDITION ALT, ALTERNATE MFR. MANUFACTURER - NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION AMP. AMPERAGE MIN. MINIMUM -ALL LOCAL AND STATE CODES BD. CL BOARD CENTER LINE MTD. MTL. MOUNTED METAL .00CUPANCY - RESIDENTIAL, GROUP R3 CAB. CABINET N.T.S. NOT TO SCALE •CONSTRUCTION TYPE — VB CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE • MIN. INTERIOR FINISH — CLASS B CONC. CONCRETE P.B. PUSH BUTTON • BASIC WIND SPEED — Vult=160 MPH CPT. CARPET PH. PHONE — Vasd-124 MPH C.T. CERAMIC TILE PLT. PLATE D. DRYER PLYWD. PLYWOOD • EXPOSURE — C DBL, DOUBLE PR. PAIR • 1—STORY RESIDENCE — D.G. DUAL GLAZED P.T. PRESSURE TREATED • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL DIM. DIM. DIAMETER DIMENSION R. RAD, RISER RADIUS AND STATE CODES DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR, DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. ELEV.A. EACH ELEVATION SHT. SHTHG. SHEET SHEATHING SQ.FT. CALL. S EQ. EQUAL SHWR. SHOWER EXH. EXHAUST SIM• SIMILAR EXT. EXTERIOR SL. SLIDING 1ST FLR. LIVING 1104 50. FT. F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS 2ND FLR. LIVING 1501 5Q_ FT. F.G. FIN. FUEL GAS FINISH STD. SWS STANDARD SHEAR WALL TOTAL LIVING 2(c,05 SQ. FT. FLR. FLUOR. FLOOR FLUORESCENT Sc SECTION SOLID CORE GARAGE 431 50. FT. FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS PORCH III SQ. FT. FTC. FOOTING TIM THICK LANAI SD SQ. FT. GA. GAR. GAUGE GARAGE T.O.C. T.O.P. TOP OF CURB TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB TOTAL 3233 SQ. FT. G.F.I. GROUND —FAULT CIRCUIT TYP. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED A/C VOLUME 216912 CU. FT. GL. GYP. BD. GLASS GYPSUM BOARD V.P. OTHERVISE VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER VD. WOOD HGT, OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION ALL MANUFACTURES LABLES SHOWING U FACTORS AND $HOC COMPLIANCE WITH F13C ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APP VED INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl—COVER PAGE TERivI�iE7ri �,,fe PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG 1A—DOWEL PLAN FIRST FLOOR PG 1B—LINTEL SCHEDULE FIRST FLOOR PG 1B.1—SAFELOAD TABLES CONCEALED FASTENERS ORATIACHME►TS PG 2 —FIRST FLOOR PLAN ARE THE RESPONSIBILITY OF THE PG 3 —SECOND FLOOR PLAN CONTRACTOR OF RECORD PG 4D—FRONT & REAR ELEVATIONS PG 5D—LEFT & RIGHT ELEVATIONS PG 6 —FRAMING PLAN PG 7D—ROOF FRAMING PLAN THESE PLANS AND ALL PROPOSED WORT{ PG 7.1—CONNECTOR SCHEDULE ARE SUBJECT TO ANY CORRECTIONS R' QUIRED BY FIELD INSPECTORS THAT PG 8— FIRST FLOOR ELECTRICAL PLAN MAY BE NECESSARY IN ORDER TO PG 9— SECOND FLOOR ELECTRICAL PLAN COMPLY WITH ALL APPLICABLECODEB. PG 10—FIRST FLOOR HVAC PLAN PG 11—SECOND FLOOR HVAC PLAN PG Dl—MONOLDTHIC FOUNDATION DETAILS/SECTIONS PG D2—MONOLOTHIC 1—STORY WALL SECTIONS & NOTES PG D3—MONOLOTHIC 2—STORY WALL SECTIONS & NOTES PG D4—MISC. DETAILS PG D5—PRODUCT APPROVAL LISTING PG WA1—WALI ASSEMBLY DETAILS PG WA2—WAL1 ASSEMBLY DETAILS PG WA3—WAIL ASSEMBLY DETAILS PG WA4—WAIL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS —WINDOW FLASHING PG WA6—WALL ASSEMBLY DETAILS —SUB —BAND /7 (2 - plcs'3 'ST. LUC:F COUNTY B[ZI Pv-N'r DATE C3 \0I\S^EC'IIO` iYZL BE A R C H IT E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA # 0003325 W W p U W U A EW. q F. ti StTHDIV. 8c LOT: CREEKSIDE LOT #8 PROJECT# 04321.000 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: COVER PAGE 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA - -- 11/07/17 SCALE•.1/4"-1'—O" SHEET "vile CoVy:a 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 11. ATTICS W/STORAGE 20 III, ATTICS W/OUT STORAGE 10 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. VI. STAIRS 40 VII. ALL OTHER ROOMS 40 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 SIGNEDAND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING B. FLOOR DEAD LOADS R301.4 15 (PSF) JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. C. ROOF LIVE LOADS R301.6 ** I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCD 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED II. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 t0.18 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, 6TH EDITION (2017). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS:- 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 241NCHES PER FBCR 310.2.1. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR 310.2.1. 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 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 W" 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 %". I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) E. APA - THE ENGINEERED WOOD ASSOCIATION: I, ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE), 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017) , 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 R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" 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 CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL MASONRY POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED PROVISIONS OF TMS 402 /ACI 530 /ASCE 5. CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK, 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN''/a INCH AND NOT MORE THAN 3/ INCH, REFER TO FBCR 6TH EDITION (2017) , SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 3000 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606.2.1'1.OF THE FBCR 6TH EDITION (2017). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 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). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 2. PER FBCR 6TH EDITION (2017) 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 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 DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017). THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 3. PER FBCR 6TH EDITION (2017) 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 V 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 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN '%-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5/8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y3-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS, DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4, ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 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. 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 D. BEAMS,COLUMNS I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11W� 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 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 ANSIA58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19, DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 6TH EDITION (2017). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH '/" AMIAFLEX, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH EDITION (2017). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.6 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 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,112" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7 OF THE FBCR, 6TH EDITION (2017). 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-C1063-11AAND R703.7 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD, FBCR R302.7. CONTROL DATE: 12/19/17 R. A R C H IT E C T S oruroup Inc •41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAX: 407.774.4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. Be LOT: CREEKSIDE LOT #8 PROJECT# 04321.000 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: GENERAL ]NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA y. ROL.AND A ABbUCHACRA AR NO 93723 IDATM 11/07/17 SCALE: 1 /4"=1' - 0" SHEB(!'I�' �I 2' VTR r LAv .I 2 ICI TUB . SLAB SECURE STRAP TO UNIT W/ (2) "Sxl 1/4 SHT MTL SCREWS SIMf SON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONC. W/ (2)-3/16"X2" TAP -CONS i NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD -s 12' FROM STRUCTURE 2' vT R 2 KITCHEN r SINK W/ AUTO vENT 2 2' TU13 2. 3 2' VTR \\ I LAv L 1-1/24 2- 2 3 I IUC. 2' vrwk r\ /I-1/2' \ LA 2 LAv y SHWR 2' ell PLUMBING ]H,ISEB CO TO MAIN NOTE: ALL PVC PLUMBED TRAPS ARE TO BE "P" TYPE. "$" TYPE ARE PROHIBITED. 2pi_Qu NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET F'ROvISION OF SECTION R3113.1 OF THE FSCR (-,TH EDITION (2011) 4"X12" CONC. W/3-"`S BARS )N CHAIRS 3" COVER 'P.) ARCHITECTS .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W 0 W 0 h 4 U w �1 A SUBDlV de LOT: CREEKSIDE LOT #8 PROJECT# 04321.000 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FO UNDATIO N PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA � a 07 DATE: 11 / /17 SCAM 1/4"=l'—O" SHEET I A R C N IT E C T S Design Group inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 W W U W a ti U W A A C-,I LLLL 3VHDIV. 8c LOT: CREEKSIDE LOT #8 PROJECT# 04321.000 ,dODEL 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C DATA 11/07/17 SCALE: 1/4"=1'-0" 1 ED 0 3fd52 -S+-I EGRESS (2) 3052-5H BEDROOM #2 8'-a' GLG. LIVING ROOM a' -a' GLG. -----------� II BATH #2 i l a' -a' cLG-a' cLG. I I I I I I I I I I I I I I I I 0 GARAGE 8'-8" GLG. FOYER 8 -a" CLG. 30(oa WI 36"XIO" TRANS_ L— 2 -------------------- L-1 LINTEL LANAI I a'-8' CLG. I I L— 4 I 60roa S.G.D. DINING ROOM a' -a' GLG. n i II I II I II I �a I I KITCHEN O I 0 Ir— II I I I I �I I i---J FLEX (2) 3052-6H I PORCH I NOTE: T1-IFLINTELS 1 1AY SE SUBSTITUTED WITH LINTELS FROI"I ANOTHER I` IANUF,4CTUREiR 45 LONG AS THE LINTELS ARE OF EQUIVALENT OiR GziRE,4TER CAPACITY THAN THE v,4LUE5 STATED 4CAST-4I4ET4` LINTEL SCHEDULE LINTEL NO, LENGTH TYPE COMMENTS L I 17'-4' aF2a-115AT L 2 4'-6' eFa-15AT 45V. DOOR A58EM51-Y L 3 l'-6° aF16-15AT L 4 7'-&o 5F24-IaAT L 5 4'-&' aF16-05/IT A R C H IT E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 E, N w w 0 F ca W A A ti SUBDIV. de IAT: CREEKSIDE LOT #8 PROJECT* 04321.000 MODEL 4EHB "2605-HAYDEN" GARAGE SWINGE: LEFT PACE: LINTEL SCHEDULE t60 MPH EXP. C DATA 11/07/"17 SCALE: 1 /4"=1' — 0" File COP) SAFE LOAD TABLES FOR GRAVITY. UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS C�°►�*-�,R GRAVITY TYPE LENGTH SUS 8F8-OB 8F12-0B 8F16-0B 8F20-09 8F24-0B 8F28-OB 8F32-0B 8F8-1B 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-113 2-10" (34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 3'-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 10472 11936 4'-0" (48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4'-6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 1 7526 9004 10472 9668 5'-4" {64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 1 2889 5057 6096 5400 6424 7450 5'-10" (70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6'-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 1 5260 7134 8995 6890 7'-6" (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'-4" (112") PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'-6" (126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11' 4" (136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13' 4" (160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0" (168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 1 3185 3765 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 17'4' (208") PRESTRESSED N R NR NR NR NR NR NR 310 530 9 950 1400 1800 2200 2600 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0" (264") PRESTRESSED N R NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24'-0" (288") PRESTRESSED N R NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS CRe� UPLIFT LATERAL TYPE LENGTH 8F8-1T F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8U8 8F8 8F8-2T F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'-4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 T-10" (70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6'-6" (78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 7'-6" (90") PRECAST 959* 912 1475 1 1914 2354 1 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4" (112") PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6" (126"} PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'-4" (136") PRECAST 666* 439 696 1 899 1104 1 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 13'-4" (160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 318 629 922 1254 1567 1816 14'-8" (176') PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15'4" (184") PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17'-4" (208"} PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 19'-4" (232") PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'-4" (256") PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 22'-0" (264") PRESTRESSED 140 180 268 343 418 493 5 88 N.R. 161 137 205 322 457 607 771 947 (288'� PRESTRESSED E0. 127 165 244 312 380 447 515 N.R. 135 124 186 290 408 538 680 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4;^Z*-44III GRAVITY TYPE LENGTH 8RU6 8RF6-OB 8RF10.0B 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1B 8RF10.18 8RF1418 8RF18-1B 8RF22-1B 8RF26-18 81RF30-113 4'4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 T-8" (68") PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5'-10" {70") PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6'-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 1 6730 8177 6707 7'-6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 9'-8" (116") PRECAST 371 420 834 1253 1071 1342 1614 1886 535 928 1497 2179 2618 3595 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS <^3�wm UPLIFT LATERAL TYPE LENGTH 8RF6-1T 8RF10.1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T I 8RF30-1T 8RU6 8RF6 8RF6-2T SRF10.2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30.2T 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5453 5'-$" {68") PRECAST 924* 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'-10" {70") PRECAST 896* 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6'-8" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 1 956 1468 1 1987 2509 1 3035 3563 7'-6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3157 79-8-(116") PRECAST 533* 433 808 1123 1413 1704 1995 516 614 533 527 1009 1369 1728 2088 2450 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED 8F1 6- NOMINALWIDTH NOMINAL HEIGHT QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 1 B/1 T L QUANTITY OF #5 REBAR AT TOP *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR W 2 z M O Z #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #5 REBAR AT BOTTOM • i, OF LINTEL CAVITY 11 7-5/8"ACTUAL 8" NOMINAL WIDTH BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE LOAD TABLE NOTES MATERIALS GENERAL NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled 1. fc precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. lintels must be reduced by 20% if bearing length is less than 6-1/2". 2. fc prestressed lintels = 6000 psi. 2. Shore filled lintels as required. Safe loads for all recessed lintels based on 8" nominal bearing. 3. fc 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. ConcretO masonry units (CMU) 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. minimurn net area compressive strength = 1900 psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Rebar provided in precast lintel per ASTM A615 GR60. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 174' and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8" meet or exceed U180. addional reinforced masonry above the precast lintel. 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 270 low relaxation. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. T The designer may evaluate concentrated loads from the safe load tables by 7. 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 C270 type M or S. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. 9, All safe loads in units of pounds per linear foot. A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w w a 0 W 4 ti U A ti A 2 ti SUBDIV ac LOT: CREEKSIDE LOT #8 PROJECT* 04321.000 MODEL• 4EHB "2605-HAYDEN" GARAGE SWINCk LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT- STALE OF FLORIDA MA101�FROL D A AR NO W72; DST 11/07/17 80ALE:1/4' 1'-0" s3EET file Col DBL. TOP (PLATE 61 m BAR DETAIL B 5CALE: I/2"=1'-0" 0 PRE-ENCa_ TRU55 DOUBLE TOP PLATE 2x CONTINOUS STRESS BLOCa MID WALL 8P4-321 O.C. MAX 2x STUDS • 16' O.C. MAX, U ON. _ A' T t G GLUED MID SCREWED&WED AS PER PA67NER SCHEDULE 15T FLOOR STUDS TO 2ND FLOOR 8TUD8 SIMPBOT1 META-36 32, O.L. MAX PRE-EW3 FLOOR TRUSS DOUBLE TOP PLATE 2x 'Y� 2x STUDS a V O.C. MAX, U_Ox 2x GCNTINOUS STRESS SECURE EIT. PLATE TO STUD W/ BLOCKING MID UL"" SIMPS,:N SP4 m32' O.C. MAX SECURE BT. PLATE TO SLAB W/j`x9' ANCHOR BOLT W/ 2' WASHER l' EMBED. MIN. • 32' HEIGHT CF GARAGE OL. MAX, EPDXY NOT VARIES WITH SLOPE REOUHWD FOR EXPANSION m BOLTS SIMPSON SP4 a 32, O.C. MAX / •.a 4' CGNC. I;MFWORCED W/ 6'X6' WI,4XWI.4 1 Jff OR Ffft ESH ON 6-MIL. VAPOR Z p� RETARDER ON WELL -COMPACTED CLEAN L �il FILL. TERMITE TREATMENT TO BE m U 1'-®, 4' 4' BORA-CARE APPLIED AT FRAMING. U (2) 5 REBAR ON A 2 STORY INT. WALL AT GARAGE SCALE; 1/2'=1'O" 21'-10' 10'-0' I I 6"X&" P.T. POST (2 TYPJ j LANAI GOND. I I 2'-8" 15'-8" II'-2" I 10'-2° I (2) 3052-5H G 0h8 S.G.D E�RE55 I BEDROOM #2 8'-8" CLG. LIVING ROOM _ S'-S" CLG. - DINING j ROOM 8'-8" cLG. 9'-0" 3' I � I N z ----1R-1SHI zl I ` I BATH l(�> QIL.S.W. V. C. f LAV. '31 4 " I 4X4 t GIv I I 9 B I I I I I O 9s IlO 1 1 1 a I KITCHEN 8'-8' GLG. 2-5 21.613' -01 — — I F RCE' ? m 3 UP H5 L.5.W. STOR. HALF Q SLOPED CLG. STAIR DATAI IC RISERS 10 1,541, ___ 15 TREADS 6 10" +1" NOSING V. ARCH BOLLARD AS REQ. PER 5LDG, CODE 4' -0" At GARAGE m 8'-8" CLG. FOYERS 6'-8" GLG. I a' aL GXG. -� 4 MT. (2) 3052-5H I - PORCH 5L< COL. TO io 8'-8' GLG. 1'-8' A.F.F. I ---------------- --- -- (3 I — 4 5'-4" , 20'-4" 8'-01, FIRST FLuuR 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 A55EM51.-Y TO 5E'. THEERMA-TRU 1=15ERGLA55 DOOR W/ TRANSOM (SINGLE A55EMBLY) -20 MIN. FIRE RATED DOOR PER SECTION R302.5.1 OF THE FSCR &TH EDITION (201) SQ.FT. CALC.'S 16T FLR. LIVING 1104 50. FT. 2NP FLR. LIVING 1501 5Q. FT. TOTAL LIVING 2(005 50. FT. GARAGE 431 50. FT, PORCH III SQ. FT. LANAI 80 80. FT. TOTAL 3233 SQ. FT. A/C VOLUME 21(091.2 CU, Ft. I EXTERIOR MASONRY I WALL 5RG. I4EIG+ITS 1'-8" 5RG LOAD 13RG. WALL U.N.O. ON PLANS COMPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR $ SECOND GUSTS OPENINGS SOUARE ZONE 100 MPH WIND NMI) REMARKS AND TYPE FOOTAQE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA 5.G.D. MIN. 12 5 30/-31 CRITERIA 5010 O.H.D. 5(o 5 30/-38 Iro010 O.H.P. 112 5 29/-35 SOFFIT N/A 5 31h/-35.8 ROOF TILE N/A 3 -68.29/ IF -5829 APPLICA5LE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG, CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. A R C IN IT E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W U w 0 a U W A ti A 013DIV. 8e IAT: CREEKSIDE LOT #g PROJECT# 04321.000 MODEL• 4EHB "2605-HAYDEN" [*ARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN Q60 MPH EX'. C ARCHITECT: STATE OF FLORIDA 1 / ftAY- IS I 11 /07 /17 SCALE: 1/4"=1'-O" 1 SHEET HANDRAIL o 36" UJ/ 2X4 RE-INFOF THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE NO LESS THAN 1 1/2" 45 PER FBCR R311.7.52 NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF I"t 2' OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEA5T 4" BUT NOT MORE THAN (o 1/4" AND A LARGEST CRO55 SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES SHALL HAVE A MINIMUM RADIUS OF 1/5". 2. TH15 RAILING 5Y5TEM IS DESIGNED TO RE515T A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION I/o07.8.1 / F.B.G. 2017 0B HANDRAIL DETAIL SCALE: 3/4"=1'-0" 10'-0 3/4" 2ND FIN, PLR. 5'-8" BRG. HGT. NOTE: STAIRS RISERS TO CONFORM TO FBCR &TH EDITION (201-1) MIN. TREAD•10' MAX, RISER-7 3/4' 3/Ib' MAX. VARIATION IN RISERS)TREADS ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO 5E 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPA5ILITY WINDERS- MIN &' WIDE e NARROW END MIN. II' WIDTH m 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 0'-0" FIN. FLP, 42' H, HALF WALL- W/ CAP 3/4' T4G SU5 FLOOR GLUED 4 SCREWED PER FASTENER SCHEDULE PRE-ENG'D FLOORING SYSTEM (SEE FLOOR FRAMING SHEET) STAIR DATA: 16R a -1.54' 15 TREADS a 10'+ 1" NOSINCa STOR. NOTE' - 'ENCLOSED ACCE5515LE SPACE UNDER STAIR'S SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 141m GYPSUM BOARDS. FSCR R3021 EQ. EQ. ®VANITY O VANITY !2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4" 5U8 FLOOR MATERIAL RIPS FOR SOLID NAILING / SECURE TREADS TO STRINGER W/(3,08 3' SCREWS w EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF 5U5-FLOOR SHEATHING 3/4" KICK PLATE 1' MAX. 10, NOSING MIN. ,n !n r- 3-2x12 SYP STRINGER — REINFORCED W/2X4 SPF W/CONT. BEAD OF SUE, -FLOOR ADHESIVE PL-400 OR SIMILAR EA HORIZONTAL RUN 2 X 4 RE-INFORCING m EA. 2 X 12 STRINGER SECURE W/12d W-B" O.G. STAIR DETAIL 2X4 ATTACHED W/ 10d � MASONRY NAILS 6 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32" O.C. MAX. I■u 1. PRE-ENG'D FLOORING SYSTEM (SEE FLOOR FRAMING SHEET) 42' H. 1/2 WALL W/ CAP NOTE: 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-5 SOLID DOOR U1/ RETURN 'PLENUM AND RETURN AIR GRILLE A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W V W t. 0 h a CCU Lo A h q 2 Y 77 4 Oi � i A 77 'd j q Yi t - .r ul " I + MOM Lorp.N CREEKSIDE LOT #8 PROJECT# 04321.000 MODEL: 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C 4to 'DATE': 11/07/17 SCALE: 1/4"=1'-0" SHEET N +/-2l'-1 1/4" BRG. HGT. F'YPON I(O'X48" DECORATIVE SHUTTER OR EQUIVALENT 6" RAISED — BAND SHEATHING TO LAP FRAME TO GABLE CONNECTION 12" MIN 18'-0 3/4" 2ND FLR. BRG- HGT. FYPON 1&'X&2" DECORATIVE SHUTTER OR 1sA 15c 12 EQUIVALENT WA WA4 WA5 4" RAISED BAND 10'-C 3/4" 2ND FIN. FLR ERG. HGT. RA15ED BAND OPT. COACH LIGHT V 0'-0' FIN. FLR. -' 18'-0 3/4' 2ND BRG. HGT. M 10'-0 3/4" 2ND FIN, 8'-8" ERG. HGT. 0'-0' FIN. FLR. N r- M2 AREA OF ATTIC = 2450 SQ. FT. SHINGLE NET FREE VENTILATION AREA RI 1/ 300 ROOF REQUI RED VENTI LATION AREA = 2450/300 t� 8.17 SQ. FT_ 6 8.17 — 1176 SQ. IN. FYPON I(WX48" IN N. REQUIRED PORT ON O CATION SX SQ- I IN UPPER PORTION OF ATTIC — 588 SQ-IN. DECORATIVE (BALANCE TO BE PROV I DEC) IN SHUTTER OR SOFFITVENTS) EQUIVALENT OFF RIDGE VENTILATION AREA = 1IS SQ. IN. PER VENT (net free are TOTAL# OF VENTS REQUIRED = 5.11 TOTAL# OF VENTS PROVIDED — 6 7A SOFFITVENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) U _ _ IS'-(D 3/4" 2ND FLR. ILINEAR FEETOF SOFFITREQUIRI 84.00 ERG. HGT. mTHU u - -FYPON 10' 3'_4 MIN. 4A EKTIIXI7 OR 1 r F WA3 EQUIVALENT 2' WA T -0" 5 YP - 1 n1 WAl � �10'-0 3/4" 2ND FIN, FLR. 7B — — — — — — WA2—�8'_8" >E,RG. HGT. _I I_� =�:I I_I FR N'T E LIE AT TEXTURED FIN15H NOTE: WALL FENESTRATION FLASHING 45 PER FBCR R103.4 1� ME OFF RIDGE VENT OFF RIDGE VENT 91 lilLip lul (o" RAISED M14 BAND (TYP.) WA TYP .-4" R,415ED r BAND (TYPJ 8" RAISED BAND (TYP.) �r } 0'-0" FIN. FLR. — 3/4" 2ND FLR. BRG. HGT. 12 WA5 5C U WA4 U 2 -0 BA JZA� WA4 MIN. I WA3 TYP 1 �10'-0 3/4' 2ND FIN. FLR. _ J 6-5' BRG, HGT. 0'-0' FIN, FLR, A R C N IT E C T S Design Group Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W bo w a U w c ti U to A A StUBDM & IAT: CREEKSIDE LOT #8 PROJECT* 04321.000 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FRONT & REAR ELEVATIONS 160 MPH EXP. C ..TA: " 11 07 17 DA SCALE: 1/4"=1'-0" 1 SHEET 4 D .ter. ; xi~ TEXTURED FIN15H SIGHT ELEVATION TEXTURED FINI&H A R C f1 1 T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W V W 0 F~ a U Q ti A tti SVBDIV. de LOT: CREEKSIDE LOT #8 PROJECT# 04321.000 MODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATIONS t60 MPH EXP, C ARCHITECT STATE OF FLORIDA V 411 v DAJ'IN'B.: 11 /0 7 /17 SCALE: 1 /4"=1' — 0" SHEET ON DENOTE RAT RUN a 10' O/C MAX. _ = DENOTE 2X6 5TRONGBAGK o 10' 0/G MAX. 5RACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING 6 4'-0" O.C. BETWEEN TOP CHORD 8 2X4 S''P 02 X-5RACING. REFER TO DETAIL 10/D5 FOR BRACING REQUIREMENTS FASTEN 2X4 5YP *2 OR SPF 5EVEL CUT TO TRUSS TOP CHORD W/10d x 3' NAILS m 6' O.C_ STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 8 SEALED DRAWINGS FOR WEB BRACING LOCATION, 51ZE B REQUIRED FASTFENFER5. FIRE DRAFT STOP PRE -ENG.— FLR. TRU55 2X4 NAILER FOR DRAFT STOP ELEV. VIEW 1 PRE-ENG, FLR. JOISTS 3/4' PLYWOOD DRAFT STOP 1 1_ PRE:-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFT STOP 3/4' PLYWOOD DRAFT STOP — PLAN VIEW DRAFT STOP DETAILS (2) 2X12 BM, TO &X(o P'05T M6TA-24 P05T TO 5LA5 A5U(o(o (TYP. 2) I 1� I "-Ii 'U mill 01 RANEY 05/30/15 2X5 LEDGER SECURE=D W/ Ya' X ro' LAG BOLT W/ 2" DIA. WASHER g 24' O.G. MAX. A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w W a 0 w 0 h y0. F A F. ti SU$D T: CREEKSIDE LOT #8 PROJECT# 04321.000 MODEL.• 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA [is .' ". DATTE: 11 / 0 7 /1'7 SCALE: 1 /4"=1' - 0" SHEET V je m m,n DIAGONALS FOR BOTTOM CHORD DIAGONALS FOR BOTTOM CHORD TRUSS TO 4X& POST W/(2) HT6-20 POST TO SLA5 HTT-4 — v1 502 TRUSS TO 4X6 POST W/ VGT 4 HD75 POST TO BLK HTT-4 — — TRUSS TO 4Xb POST W/(2) HTS-20 POST TO SLAB HTT-4 1 -' -TRUSS TO 4X6 POST W/ VGT 4 HDla POST TO BLK HTT-4 m m m ZX16° O.G. EXT. WALLS. m a�i m al [a TRUSS TO (2) 1%4' X -Il" 1.91 LVL HDR W/ (2) HTS-20, DBL. STUDS TO BLK W/ (2) MSTA-24 9 EA. END A R C N IT E C T S Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdeslgngroup.com AA #: 0003325 F W U W O byy CQ Q IQ A Svsnrv. �,�: CREEKSIDE LOT #8 PR,OJB:Crr# 04321.000 MODEL• 4EHB "2605-HAYDEN" GARAGE SWINGE: LEFT PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE_ OF FLORIDA Y C �v Dp� 11/07/17 SCALE: 1/4 Pl=l$ — 0" SHEX7 CONNECTOR SCHED-LE II CONTROL DATE: 01-05-17 SIM PSON FASTENER (8) 10d x 11/2' 1-PLY, (6)16d 2-PLY, EMBED 4" M iTek USP SI M PSON M iTek USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER HTA 16-18 1625 META-16 1450 (8) 10d X 11/2" 1-PLY, (7)16d 2-PLY, EM BED 4" (2) HTA 16-18 2430 (2) META-16 1985 U2) SOd x 11/2" 1-PLY, EMBED 4" (10) lOd x 11/2" 1-PLY, EMBED 4" 1900 (10) 16d 2-PLY, EMBED 4" (14) 16d 2-PLY, EMBED 4" HTA 16 1870 HEFA-16 1810 (10) 10d X 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" Z HTA 20 1870 HETA-20 1810 (10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" (10) SOd x 11/2' 1-PLY, EMBED 4" (2) HTA-20 2430 (2) HETA-20 2535 (12) 10d x 11/2 ", 1-PLY, EMBED 4" (10) 16d 2-PLY, EMBED 4" (12) 16d 2-PLY, EMBED 4" 0 LUGT-2 2260 LGT-2 2150 BILK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 30d (7) -1/4' x 2 1/4" TITEN, WOOD (16) 16d DHTA-20 2430 DETAL-20 2480 (16) -10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20ACCEPTABLE (18) -10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15+ 4175 MGT+ 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD) (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD HUGT2+ 9790 HGT-2+ 10980 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) lOd TO WOOD H UGT3 + 9860 HGT-3+ 10530 WOOD (8) lOd, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16)10d TO WOOD LUGT-3 3525 LGT3-SDS2.5 3285 CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25 (12) SIDS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL LPTA 1510 PARALLEL TO WALL 1471510PERPENDICULARARALLETO W WALL LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL (10)10d x11/2" (10)10d xl-1/2" MUGT15 4175 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4)10d TOP/(6)10d FACE/(12) 10d 9ACKOF TRUSS (1) 5/8" A.T.R.IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SIDS 1/4"x3" HUGT 7185 (2) VGT 7195 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8)10d (2) 5/8" A.T.R.IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SIDS 1/4"x3" MTW 12 1195 MTS-12 1000 (14) 10d x 11/2", (14)10d (14) 10d X 11/2" HTW 16 1260 HTS-16 1150 (16) 10d X 11/2", (16)10d (16) 10d X 11/2" HTW 20 1530 HTS-20 1450 (24) 10d X 1 1/2", (20)10d (24) 10d X 11/2" HTW 24 1530 HTS-24 1450 (24) 10d X 1 1/2", (20)10d (24) 10d x 11/2" LSTA 12++ 930 LSTA-12 ++ 925 (10) 10d (10)10d LSTA 18++ 1235 LSTA-18++ 1235 (14) 10d (14)10d MSTA-18++ 1310 MSTA-18++ 1315 (14)10d (14)10d MSTA-24++ 1640 MSTA-24++ 1640 (18)1 d (18)10d y MSTA-30++ 2065 MSTA-30++ 2050 (22) 10d (22) 10d MSTA-36++ 2065 MSTA-36++ 2050 (26)10d (26)SOd KSTI236 3890 MSTI-36 3800 (36) 10d X 11/2" (36) 10d X 11/2" KT51248 5140 MSTI-48 5065 (48) 10d X 11/2" (48) 10d X 11/2" LFTA6 1210 H6 950 (16) 8d x 11/2", (16) Sd) (8) 8d TO PLATES, (8) 8d TO STUDS SPT24 1030 SP4 885 (6) 10d TO STUDS (6) 10d TO PLATE (6) SOd x 11/2" TO STUDS MP34 525 IN F1 @ 160% A34 5151N F1 @ 160% (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. (4) Sd x 11/2" TO BEAM, (4) Sd x 11/2" TO POST. HHCP2 800 HCP2 645 (10) 10d x 11/2" TO TRUSS, (10)10d X 11/2" TO PLATE (12) 10d X 11/2" RT16A 1380 H1DA 1140 (9) 10d x 1 1/2" TO TRUSS, (8)10d X 11/2" TO PLATE (18) 10d X 11/2" MUGT15 & PHD4A 4175 VGT & HDU4 4565 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (10)-SDS'1/4"x2 1/2" W/THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 VGT & HD7B 4940 (2$) 10d TO TRUSS, (10) W53 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2200 6665 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12) 16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12) 16d TO WOOD. PAU66 2380 16005 ABU 66Z 2300 12000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD (1) 5/8- A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD LTS19 +++ 1205 LTT19 +++ 1340 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (8)10d TO WOOD (1) 3/4" A.T.R. IN HIGH. STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD LTS20B+++ 1100 LTT20B+++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MI N. 7" EMBED) IN CONC., (10)1Dd x 1-1/2 TO WOOD (I) 1/2" A.T.R. IN HIGH STRENGTH EPDXY,. (MI N. 7" EMBED.) IN CONC., (10) 10d TO WOOD x HTT45 4160 HTT4 4235 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (M IN. 7" EMBED) IN CONC., (18) 16d X 2 1/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (M IN. 7" EMBED,) IN CO NC., (26) 16d X 2 1/2" Z HTT45 5005 FITTS 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (M IN. 7" EMBED,) IN CONC„ (26) 16d X 21/2" Q UPH D11+ 14395 HHDQ11-SDS 2 5+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED IN CONC., (24) WS3 WOOD SCREWS ) (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SIDS" x 2W' WOOD SCREWS PHDSA 6525 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTSTO WOOD TDX8 7870 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN, 7" EMBED) IN CONC. (3) 7J8" STUD BOLTSTO WOOD NFM35X12U 2580 7130 MBHA 3.56/11.25 3475 5330 (1) 1/2"' J-BOLT W MIN 6" EMBED & NOT LESSTHAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE. (14)lOd ATJOIST (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM HUS4121F 306D 2710 (loa%) HUSC412 (WOOD) 3635 2660 (100%) (10) 16d TO HEADER, (10)16d TO WOOD (10) 16d TO HEADER, (10)16d TO WOOD S825(125%) 3265 (125%) K lW7 HD4101F (CMU) 1950 5000 HUC410 (CMU) 1800 4500 (18)1/4""x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE)TO CMU, (10)10d TO WOOD: Z = HD210-21F (CMU) 19SO 5000 HUC210-2 (CMU) 3800 4500 (18)1/4"" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10)10d TO WOOD (18) 1/4" x 2-3/4" TITEN (9 PER FLANGE)TO CMU, (10)10d TO WOOD: H D210-31F (CMU) 1950 5000 HUC210-3 (CMU) 1800 4500 (18) D. Ux3"" WS3 SCREWS, (10) 10d(10 TO WOOD. USP (20) 3/i6"" TAPPER+, (10) lOd TO WOOD (18) 1/4 x 2-3/4" TITEN (9 PER FLANGE)TO CMU, (10)10d TO WOOD: LGUM26-2 212 66065 LGUM26-2-SD 1430 5595 (4)3/8"X4"Wedge-Bolt+ Anchors, WOOD (4) WS3 WOOD SCREWS (4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4)1/4 X 2-1/2 SDS SCREWS TO WOOD HIGH STRENGTH EPDXY = USP CIA -GEL 7000-C. CONTACT THE ARCHITECT/EN(IINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/GROUT ++10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIORTO INSTALLATION. y +++ MINIMUM EMBEDMENT INTO THE TOP OF A BON DREAM WI LL BE S", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" O A.T.R. = A-307 ALL TH READ ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF TH E WI DE 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 TZ/ HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCH ITECT/ENGINEE R OF RECORD PRIORTO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HW RCAG16, AND ANCHORING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 2015.2016. SOFFIT SHALL COMPLY WITH FBC R703.1.2.1 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MITEK-USP OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.N.O; x FOR OPEN WEB TRUSSES -TRUSS TO MASONRY /CONCRETE SHALL BE HTA16 (INCLUDING FLOORTRUSSES). * FOR FLOOR JOISTS (WOISTS) -STRUCTURAL RIM BOARD TO MASONRY/CONCRETE SHALL BE HTA16 AT 32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR I -JOIST STRAP TO MASONRY/CONCRETE SHALL BE HTA16-18 AT 24" ON CENTER MAX, *TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES). 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOORTRUSSES. S. HEADER SPAN CHART & MINIMUM WALL & HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES @ EA.END. CUT PITCH& BEVEL TO FIT TIGHT TO TRUSS ASPER APA REQUIREMENTS. 7. 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 2017 FBC RESIDENTIAL -SECTION R302.12. 9. REFER TO DETAILS SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS. HEADER SPAN CHART 51NGLE STORY APPLICATION SIZE CLEAR SPAN D5L 2 x 6 UP TO 5'-4' D5L 2 x S 5'-4' TO 11'-0' D5L 2 x 10 1'-0" TO 10'-0' DBL 2 x 12 10'-O' AND OVER TLUO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x S UP TO 5'-O" DEL 2 x S 5'-0' TO V-4' D5L 2 x 10 &'-4' TO V-0' D5L 2 x 12 W-O' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO V-011 U.N.O. 4' -11 1/2" 7'-11 I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 3 2x12 (022 SYP) i/1611 055 NAIL (3) 12d W &'-S' O.G. TYP. 2x12 BM.ZHDR. A R C N I T E C T S I1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J W 1-4 W� V W 4 F Q ti A � ti I OUHDIV. $C LOT: CREEKSIDE LOT #8 PROJECT* 04321.000 MODEL.• 4EHB "2605-HAYDEN" GARAGE OWING: LEFT PAGE: CONNECTOR SCHEDULE 160 MPH EXP. C ARCHITECT :STATE OF FLORIDA (AY 19 r�r a 11 07 17 DATE: i SCALE: 1/4"=1' — O" A ELECTRICAL LE6 END SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SNGLE POLE IIOV OUTLET III OUTLET 1/2 OF OUTLET WILD TO SWITCH GFI IIOv OUTLET EQUIFI W/GRND FAULT INTERUPTER (TAMPER RESISTANT TYPE) 220v OUTLET (4) WIRE CONNECTION WATERPROOF FAULTGRUND GFFI OUTLET INTE RRUPTER CID SWITCH SWITCH 3-WAY OPER. ,S4 SWITCH 4-WAY OPER. i� WALL MOUNTED 1� LIGHT CEILING LIGHT `Ol VP VAPOR PROOF 1 LIGHT r \Ol RECESSED CAN WALL SCONCE PRE -WIRED VENT. FAN I CFM PER So. FT. VENT. FAN W/LIGHT I CFM PER $0. FT. V LG FIXTURE !SF'EC'S TBD BY 2-BULB WRAP AROUND _ 2' FwoRESCENT _ _Cj_ 4' FLUORESCENT 4' TRACK LIGHT ram'—tr1-'—cs--1 0 PANEL METER SMOKE DETECTOR GATT. BACK-UP W/ HARDWIRE WALL MOUNTED GATT. BACK-UP Sp SMOKE DETECTOR W/ HARDWIRE GATT. BACK-UP W/ /a/Cp CAR'LAN MONOXIDE SMOKE DETECTOR HARDWIRE INTER -CONNECTED l�l SHALL BE A DISTANCE COMBO OF NOT LESS THEN 4• FROM WALL PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WATER HEATER IGNITICN SOURCE DISCONNECT TO BE ELEVATED MIN. 18' A/C AIR CONDITIONING ❑15CCMFCT TV. TELEVISION JACK CEILING BOX REQUIRE TO SE SUPPORTED IN W/ BOX O J-BOX ACCORDANCE a.".e . BE SUPPORTED IN DORDANCE W/ BOX ZKED AS SUCH FOR FLOOD LIGHT KP OPT. SECURITY KEYPAD r� P.B. PUSH-BUTTON FOR CHIMES USB PORT MOTES: LOCATION OF Tv JACKS E PHONE OUTLETS FANS TO BE VERIFIED A HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 6TH EDITION (201-I). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI 'e ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER D16CONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVI510N5 OF SECTION M1501.4 FBCR 6TH EDITION (2017). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011). ALL LAMPS SHALL BE SELECTED BY BUILDER AND -159. OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F-5.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011, 6th EDITION R404.1 METER FIELD VERIFY LOC. coNo. DEDROOM #2 r----- CEILING MTD. LANAI (LIGHT TO 1 5E I IN5TALLED, 1 PROVIDE 1 J-SOX 4 FOR OPT. I GFI (FAN J �7T--- � II LIVING DINING ROOM I ROOM — CLG FAN \ PRE -WIRED \ CLG FAN 1 \ \ \ \ SWITCHCABINET-----TO 2ND FL. DWDS/CO SWITCH FOR ' z z OI � 4F5 T \ KITCHEN Tb PAN. WH 44" A.F.F. /' / GARAGE \ DOOR 5/GO / / OPT i GFI— I REF I BOLLARD AS RE0.PER 5LDG. CODE II FLEX w , PRE -WIRED KEYLE5S I CLG FAN Q FIXTURE \ \ II IRRIGATION GFI FOYER I OUTLET e GARAGE \ 48" A.F.F. DOOR PREWIRE / GFI J GARAGE — — --- I P.B. FOR WP GFI CHIMES ,\ I I PORCH I ------------------I- ------------ OPT. / ■ ■ ■ ■ ■ ■ COACH i LIGHT P IN Si&16 wp al. bmat IeT %0L : 120 � 240 V -T : 150 AMP M. .. Famo�: 3- KIM C4 Tit ,& I-?f x j :(G) I T'C. O -#4,"0 AL T'tII& 1- 46 Cw() Wil2" CL a . - 'awmma!� Deffum FZCtw cal F Iccc4%%I=el" swsL r"1 _ 1 T F50 A f= ELECTf;�ICAL fRI5ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR &TH EDITION (2011) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 15E TYPE THHN/THWN UNLESS NOTED OTHERWI5E. POI COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY — ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2'' DIA SCHEDULE SO PVC CONDUIT OR PROVIDE 3 412/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO SIP. mo derommmadz o5t%msmis;C 121 565 PROVIDE 302/0 CU, THWN + 106 CU IN 2" CONDUIT OR 3 *4/0 AL, THWN + 106 CU IN 2" CONDUIT. (CONDUIT TO TER INATE ABOVE SOFFIT Q OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE PANEL 150A/2P MCE TELEPHONE SERvICE ENTRANCE ECU IPMENT INTER8Y5TEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEvISION SERVICE ENTRANCE EQUIPMENT �- 1 114 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROvI5ION5 OF THE F5CR 6TH EDITION (2017). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 000332504 w W W 0 h U A ti A 2 ti sUBDIV. & L07cl CREEKSIDE LOT #8 PROJECT* 04321.000 MODEL. 4EHB "2605-HAYDEN" GA L&GE SWING: LEFT PACE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA AY- 01 DAT�� 11/07/17 SCALE: 1 /4"=1' — O" SHEET 0 A R C N I T E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngro up.com AA #: 0003325 J W too 0 U W 0 h U W A ti A ti MOM ac IAT: CREEKSIDE LOT #8 PROJECT# 04321.000 IdODEL• 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT (STATE OF FLORIDA 11 /07 /17 SCALD: 1/4"=1'-0" SHEET 'File colp'Y4 BEDROOM k2 m 10X6 120 CFM 12' 4' II 16 ----- 12x5 PA55 I I THRU i lox(o 120 CFM 50 SX4 I F CFr 45 c1`M 3"U IIIIIII I I I I I I _I — aBATH #2 STOR. O GARAGE 0111101, LIVING ROOM 6" m- lox6 120 CFM I F2 47 12' 16 5X4 45 CFM I II II 12x5 PA55I THRU II FOYER II II � II DINING ROOM I 120 I KITCHEN I F-,�� Lv I¢�x6 45 GF -0J Imx6 120 CFM 4' 10X6 120 CFM I I 010 I 0 I I 10' FLEX PORCH HAYDEN EQUIPMENT SCHEDULE 4 TON6 MFG CARRIER Cu 25HBC545A AHU FV4CN5006 HEAT SKLU SEER 15.5 SEER TOTAL CAP 4-1000 ELECTRIC 20B/230/IFH BRKR CU 40 AHU 35 REF LINES 7/5' d 3/5" F 44 W p 0 W 6 F U q ti FF ti SUI33>M & LOT: CREEKSIDE LOT #8 PROJECT* 04321.000 MODEU 4EHE "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR HVAC PLAN 160 MPH EXP. C `"`&N+ 11 07 17 DATE: / SCALE: 1/4"='1'-0" 1 SHEET 10 BATH #4 IOX6 120 1 OWNER'S SUITE END Y LOFT 4-15X4 i�x( 15 cFf�} — -� 75 GFM —f I 10Xh 5X4 4�JJ 5 CFM^1 4" 1 75 CFM 1 5m CFM I I E BAH T I (O U 311 SX4 I 45 CFM RI _ I - ------ LI& b" 12�X6 75 GFM i PASS tHRU 50 cr-m O 3" x � 1 5X4 1�BATH 3 45 CFM 5' 10X6 l5 GFM � al h W W w O ti U W q a ti I LA SvESIV ec 'Lori CREEKSIDE LOT #8 PROJECT* 04321.000 MOaEI. 4EHB "2005-HAYDEN GARAGE SWING: LEFT PAGE: SECOND FLOOR H VAC PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA -i 082 1 DATE: 11 / 0 7 /'17 SCALE: 1/4"-l'-0" SHEET 11 "'lip_-, p' CU 5 REBAR VERTICALL ONC. POUR CELL STUDS 16' OC. MAX SEE ENERGY CODE S FOR SECURE BOTT E �5 / INSULATION RI SIMPSON SP4 M i'SECURE 15T I- AS �\\ ? TEXTURED Fl G�TCIC p61 • 7ED W/ S EMBED. BOLT HE T l' MASONRY NAIL • 32' O.G. MAX 51 �. x b - I.+/WI. w.WM. Q 8'CMU SECURE A O 6L w/} SECURE MT. PLATE TO SLAM W/10d ,., a-. G ANC Li W! 2 R T' EMBED. MIN • M EM MAX. 0'-0' FM. FLR ° STUCC f •4 REMAR (TYP_6TOPREINFORCED W/ 6 Xb E c _ U.4 WLF OR FIBER9•ESH ON REINFORCED W/ b'kb' WI.4XWI.4 4'C ORGED W/ b'X6'WL4XWI.4 ° 4' CCNG. �INFORCED W/ 6'Xb' W.4xLLll.41/2 RADIUSM VAPOR RETARDER ON FIBERNIESH ON b-MIL. VAPOR WWF OR ESH GN 6-MIL. VAPOR UAW OR RBER'tESN ON 6-MIL. VAPOR OR CHAMFERU UEL PACTEP GLEAN FILL. RE R ON WELL -COMPACTED GLEAN L RETARDS LL-COMPACTED CLEAN Y= 0.' 1RETA1.'[7ER GN HELL-GGMPAGTEP CLE TERM ATMENT TO BE )_ FILL. TREATMENT TO BE F _L. T I TM T O '• Q - U ° ERM EN T B£ ;= FILL. TERMITE L- T TO TR=A EN BE O A- APPLIED AT FRAM Na > B R F9'L EP FR WJQ. _ ��UU - 4' BORA C IED AT FRAMING. U 4 BORA-CAR£ A AT FRAMING. in u +" I' 0" 4' BORA-GA1� APPLIED A7 FRAMING. � u� w Y - Y (2) 5 REBA CHAIRS (3)'5 REBAR ON < w E GI 1, 0, I�_a: (215 IREBAR ON CHAIRS 12' MIN ° (2)45 REBAR ON CHAI • • UND 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING W/ BLOCK WALL n AT L.B.W. (W/ UPLIFT) 2 AT L. B. W. AT L.B.W. (W/ NO -UPLIFT) 3 STAIR DETAIL 3 NOT USED SCALE: 1/2'•1'-0' SCALE, SCALE: 12"•I'-0' � (�. ) SCALE: IfU'•1'-0' SCALE: V2'•i'-rlJ" _ r'� 4'CONG., �INF. WV 6'x6'WI.4XWIA0 W4lM CN6-MIL POLY ETHYLENE VAPOR RETARDER�4• CGNC., REINF IAO WLM N DELL -COMPACTED CLEAN FILL TERMITETREATMENT SHALL BE BORA-CARE ON 6-MIL VAPOR STUDS I&- O.G. (MAX STUDS 16' O.C. MAX A PACTEP CLEAN HEAD OF GARAGE 'SECURE P.T. ST. PLATE TO 8 / (1) 5 REBAR ON CHAIRS 4' E ENT SHALL BE SECURE BOTTOM PLATE TO STU SECURE BOTTOM PLATE TO STU HEAD O WITH SLOPE MASONRY NAIL • 32' E T SIMPSON SP4 •32' O.C. MAX SIMPSON 5P4 432' O.G. MAX 4 THICKEN EDGE G HEIGFR GF GARAG SECURE MT. PLATE TO x HEIGHT OF GA SECURE ST. PLATE i0 S' ANCHOR BOLT W); WA ' EIM ANCHOR BOLT w/ 2' WA ' EMS SECURE ST. PLATE TO SLAB W/ 10d SCALE: I/!'cl'-0' VARIES WITH to MIN • 32' DO MAX. VARIES WITH SLOPE MIN. • 32' OG MAX. B MASONRY NAIL • 32. O.G. MAX ARING w 'EPDXY NOT FM EXP NSION •EPDXY NOT REM OR 'xP ION w E: I/T•1'-0' BOLTS BOLTS } U, _ } • ° 4" 'xb' WAXWL40 W1M 44 •d ON b OL ETHYLENE VAPOR 1 0 > 1 0 0 E WELL-CCMPAGTEP CLEAN ° RMITE TREATMENT SHALL BE z ro U L ° ° ° 4' C NF 6'X6' WIAXWIA •' ° • °.° _ 'q.. 1 - :. • •• ° °-CARE r WlF FI -MIL. VAPOR r CONC. REINFORCED W/ b'Xb' W.4XW1.4 V CONC. (REINFORCED W/ 6'Xb' WIAXWIA 4' CONC. REINFORCED W/ b'Xb' WL4XW.4 m A -COMPACTED CLEAN 4' GONG, R-1 x6' .4 1.40 LLWM ON R FIBERMESH ON 6-MIL VAPOR OR FIBERME6N1 ON b-MIL. VAPOR WLF OR FIMERMESH ON b-MIL. VAPOR ° FILL AtMENt To BE b-MIL PC L v RETARDER Z ER ON WELL-GOMpAGtEp GLEAN RDER ON HELL -COMPACTED CLEAN 3 RETARDER ON HELL-CdMPAGTEP CLEAN 4' > } UI (7) BAR ON CHAIRS ° APPLIED AT FRAf1MG. WELL C AN FILL TERMITE U FILL. ITS TREATMENT TO BE i FI ITS TREATMENT 70 BE FILL. TERMITE TREATMENT TO BE i O} TR£ BORA-CARRE in 4' BORA- APPLIED AT FRAMING. in S' d RE AF'PLI£p AT FRAMING. 1n U I'-0' 4' BORA-CARE APPLIED AT FRAMING. q: 1_y.j• U U REBAR ON CHAIRS 3' MIN. _ b' (2).5 RE$A CHAIRS 2 -0, (3) 05 RE CHAIRS 1 -a' (2) 5 REBAR ON CHAIRS I �4 E° � 4 °°�R u RAGE STEP-UP F GE ST P GARAGE STEP-UP ARAGE STEP-UP GARAGE STEP-UP -STORY L.B.W. -STORY FOOTI N-BEARIN L.B.W. W UPLIFT 2-STORY L.B.W. W UPLI R L.B.W. W NO UPLIFT W/NO UPLIFT A AT FRONT PORCHES SCALE,�I'-0• L7 6LJ XTENDED STEP SCALE: I/4'•I'-m' SCALE: In'.r-m' 6C EXTENDED FOOTING 6CALE: 1R'=1'-0' •STENAIJgLL TO BE MIN. 3 COURSES SCALE: I/2°=1'-0' GRADE /� ~ I�0'.._. _ GAGE55 FOR RAGE DOOR 6ECUJ� P.T. BT PLATE 1 2 SLAB Al ° w m ,� FMSE' ANCHOR BOLT w/ 2' WASHER T' ° EMBED- MIN. • 37' OC MAX. �' (V 5 POURED CELL VERTICALLY UU CONC. W1 5 INCMAR RED CF LLY 4' 6- STE00, WLM pDUD CELL W/ GONG. POURED GEL ON 6- G • m SECURE C ST. PLATE AB UV S' CMU 1r 4' GONG, REINF. W/ 6'xb' WIAxWIA0 WWI ON EMBED. ANCHOR MOLT ASNER T' 6' CMU E U� a, IL B ATf-I£NT SHALL 6-MIL POLY ETHYLENE VAPOR RETARDER ON EMMEP. MIN • 32' o } WELL -COMPACTED CLEAN FILL TERMITE ¢p ° NOTE: OPTION W F NOTE: OPTIONAL USE OF - Q CONCRETE QAR K1 I'-0' _ CONCRETE CURB a GARAGE = WALLS TO E BY 4' ON CHAIRS TREATMENT SHALL M£ BORA-CAR£ d ' CON 6'x6' IAXW.40 WLIM �. n NE WALL$ TO BE DETERMINED BY BUI PI SI u°� • • °N ON E-COMPACTED CLEAN STUCCO BUILDER BY PM5TON. STUCCO .~ CRETE PAD °s 1IMMAR ON CHAIRS ERMITE AT EM9NALLBE STOP 6TOP EIG VARIES GARAGE DOOR FOOTING °. W/ 4XWL40 WIM 4 N SC E: I '•I'-®• POLY £7 VAF'UR •° d ° ° C CURB HEIGHT VARIES OMPACTED GLEAN w w ° 11 L RMITE ATMENT SHALL BE 0.. SCALE: IR'•1'-0' ° •-. • A- A L �U (S) 5 ON CHAIRS s: E ° Q i L ° S. VARIES p ONC. REINFORCED W/ 6 Xb' WL4XWI.4 3• ME,3 8' S FOR m 3 4- 9• 4' L a°• � O HBERMEOH ON 6-MIL VAPOR 6' 9GR£PCESra 0) 5 CHAIRS 2'- m O ° 4' CON... fgMFC i^EP W/ 6'X6' wIAXWl.4 - a -- RE R CN WELL -COMPACTED CLEAN ACK WLF OR FIBERMESH ON 6-MIL. VAPOR ,• FINISH FLOOR RETARDER ON WELL -COMPACTED CLEAN • • FILL. TE TREATMENT t0 BE GONT. Rt U 4' •° FILL. TERMITE TREATMENT TO BE MORA- APPLIED AT FRAMINIG. b' AGE STEP-UP BORA-CARE APPLIED AT FIRAMNG. d ° ° 4' 2-STORY L.B.W. �� 4' ' 0' 4' -(2)ro REMARON CHAIRS = 315 fBA HAIRS > a 6E EXTENDED FOOTING F4 ARAGE STEP-UP no 1-STORY L.B.W. SCALE: I/2•=r_m° 4, <• '\ .ice 1-STORY FOOTING 2-STORY FOOTING ° W/ UPLIFT ExTENDED 1 1/2' CURB HEIGHT v AT GARAGE AT GARAGE SLAB AT S. G. D. L 6DEXTENDED FOOTING �,��F EpR �8 SGAL£:12.1'_0' 8A SCALE:(/2'=1'-0' 10 1 SHOWER RECESS FOOTS SCALE: I/2'•1'-m" SCALE, I"•1'-ro' (U 5 RE15AR VERTICALLY W/ CONC. L POURED CELL +W REINF. UU b'x6' WIAXWIAO U L M SEE ENERGY CODE FORMS FOR - e N 6-MIL POLY ETHYLENE VAPOR INSULATION R-VALUE5 RETARDER ON WELL -COMPACTED CLEAN TERMITE TREATMENT SHALL BE TEXTURED FINISH CASE a, Cmu (2) 5 ON CHAIRS GYP. WMD. i A AT GARAGE GRGUTED°NO SEAM WOOD BASE SERVICE DOOR TO NORTH( AL FEB� � VARIES PER ELEv. SCALE: V2`•I'-0' RESAR W/ 10' HDOK TIE VERTICAL MBAR p'-0• FIN. FLR ° AL GROUTED BOND BEAM ° n RESAR TO IW/ 0' HOOK w TUGGO ° - NOT USED CAULK AND SEAL a •. a ° VARIES PER ELEV. '- VARIE6 F'ER £LEv. 4'CONC. REINFORCED W/ 6'kb'_�_ / n• r L ° WIAXW.4 WLF OR FIBERMESH ONLi jp L ° 6-MIL VAPOR RETARDER O.1 'U WELL -COMPACTED CLEAN FILL. GAS LINENOT USED _� ° a P 0 °�� 77° TERMITE TREATMENT TO BE POURED LINTEL GONT. (1'7PJ 111' pvc SLEEVE S GROUTED BOND BEAM BORA-CARE APFLIEP AT 1tWAN4Mi'e4ND b'CMU FILLED CELL (TYPJ FOR GAb LINEFRAMING.6' pvC. CHASE THRJ FOOTING 2X WALJ_ FRAMING (3) 5 1�BAR DN CHAIR6 6'CMU'STORY(4) )I'XI' ANCHOR BOLTS o (+))exT' ,_. I/2'DRYWALL2'-0.J-BOLTS MIN. O' EMBEDMENT W, 2'X2'XI)e' (2) AR ON CHAIRS NUT SPACED EVENLY FROM WOOD BASE 2- CM7 5 REBAR ON CHAIRS ° FLOOR TO BOND BEAM. SET IN JOINTS 2-STORY FOOTING PRIOR TOFILLING. (SLEEVEDANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) T1 W/ BLOCK WALL EXT. /INT. FRAME WALL TO SCALE: l 2'=r-m" 15 BLOCK WALL CONNECTION ° PO RR EBL�R VERTICALLY W GMNG. SCALE: 1/2'•1'-0' SEE ENEIRGY CODE FORMS FOR `e - INSULATION R-VALUES CLEANOUT REQUIRED ° .< CLEANCUT REQUIRED a GT^Al ° °- FOR INSPECTION �61 GAS LINE THRU BLOCK 1/2, GYP. WL. BD. _ FOR INSPECTION Z 1 V SCALE: 1'•I^0 Z WOOD BASE L° F L 0. w 4' CONC, REINF. W/ b'xb' WIAXW1.40 WUM + L• 7 NOT USED ; 1 ° ON b-M(L POLY ETHYLENE VAPOR RE Z IyC TARDER ON WELL -COMPACTED CLEAN 0'-0' FIN FLR R 0'-0' FIN FL E l7 FILL TEWrT6 TREATMENT SHALL BE o 0 BORA-CARE A - TIE VERTICAL REBAR � - p TIE VERTICAL MAR (V 5 REBAR SET IN SIMPSON HIGH • 0 ' °° i ° TO HORIZONTAL ° ° ` TO HORIZONTAL STRENGTH EPDXY b' EMBED. MIN. .1 (2) 5EB RAR • I -STORY I • Q; ° FF5AR W) W'HOOK _ - �- ° REBAR W/ 10' HOOK REBARY • 2-STOR-'_T^`��1 ° 4° OUTSIDE MBAR TO B£ 61 PVC CHASE THRU FOOTING `�• a r ° COMINUOU5 m r s E ° °• M U m U ° 4' CONG., IMF. W/ 6'x6' WL4XWIA0 ° -^ (U 5 VERT. DOWEL � . ° LAPPED ° n Wlf^i ON6-MIL POLY ETHYLENE ° ° a ° W/ BOND BEAM fk ° ,, VAPOR RETARDER ON (1) 5 REBAR AT CORNERS L 1-STORY WELL -COMPACTED CLEAN FILL °" ° W/25'LAP MIN. in $' (7J5 MBAR ON CHAIRS HORIZONTAL/VERTICAL tER-IITE TREATMENT SHALL BE U 2-STORY BORA-CARE 2'-1•MM.LAP 14' (3) S REBAR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT IL PIPE THROUGH (p1 REINFORCING BEARING CHANGE TYP. RETROFIT FOR 1-STORY FOOTING ' SCALE IT=''-°' 1 SCALE:IR=1'-m OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP W BLOCK WALL_ �`'T' eGALE, "''='' ®' C AT LINTEL CORNERS D SCALE LT•1'•®' GALE: I ••'_®�- ALIT EX`TEI�IOR 17007EIRS A`I' FE IlTISH SLAIB's TO BE mii-,T. 12" 13EL,0-W, _UT%TIDISTUI;,�'13EID SOIL) CONTROL DATE: 07/01/15 A R C H IT EC T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F w w V w d Fr 0. U w Q A 2 SUBDIV. se LOT: CREEKSIDE LOT #8 PROJECT# 04321.000 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PACE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 11 /07 /17 :SCALE 1/4"—f-0" sxEE� 3ERGLAS6 SHINGLES R *13¢) FELT PAPER LL=D PER FBCR 2 5.1.1'0 0.55. 4EA NG OR " CDX PLY D SECURED FASTENER PRE-ENG t MTL. DRIP E3G 2x4 OR 2xb FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1—STORY SCALE: 3/4 =1'-0 �R HIGH GO ILLEP' LINTEL BLK W/ (I) EB CONTINUOUS PRE 5T LINTEL S ENERGY CODE FORMS FOR INSULATION R-VALUE5 WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) *5 REBAR VERTICALLY W/ GONG. POURED GELL Ix2 P.T. FURRING STRIPS 16" O.G. CMU GYP. WL. BD. W p BASE FIB LA55 SHINGLES OVER FELT PAPER INSTAL PER FBCR RR905. N 1.' O.S.B. SHEATH[ R ? CDX PLYWOOD 5£C D PER FASTENERS DULE MTL. DRIP £ 2x4 OR 2x(b FASCIA ELE VATIO VENTED ALUM. SOFFIT PRE-ENG. GABLE TRUSS WEEP 5CREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ I/VxV A.B. w/ 2' DIA. WASHERS, l' MIN. EMBEDMENT WITHIN S" OF EA. END, 32' O.G. MAX IN FIELD. CONC. FILLED LINTEL BLK. W/ (1) 05 REBAR CONTINUOUS PRECAST LINTEL 5/5" THICK, 3 COAT PORTLAND GEM PLASTER AF'PLI DIRECTLY TO MA50 !1) R - VERTICAL W/ ON P GEL a, C 1— ORY c°o LE BLOCK ALL SCALE. 3/4" =1'-Pa" 2x4 BLOCKING BET4 N TRU65E$ AT FIRST FIVE BA '-0" O.C. (AT SHEATHING MS) STIFFBAG T ALL UPRIGHTS OVER 4' ' HIGH (5££ SEALED ENG. F SIZE AND CONDITION) GONt. 2x4 T RUN BE 1�REtYW/ (2) 12d'a EACH TRU55 \/�/ SEE ENE Yz�bD£,*ORMS FOR 5/S' GYPSUM $BARD OR 1/2" £ HI NGT'H CL.G. BOARD IX2 FIRE TOP 5 RC CODE FORMS FOR INS LATION R-VALUE5 WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS !E-CA5T CONC. BILL P.T. FURRING STRIP5 a 24' O.G. 'GYP. WL. BD. JOD EASE 2X4= SECUr� 70 BLOCK W/'h' 2x4= 2X4= SECURE TO BLOCK U4' TAPCON5 OR DRI',/E PIN SECURE TO BLOCK W/,' TAPCONS OR DRIVE PIN (MIN. SHANK 51Z= .145 TAPCONS OR DRIVE PM (MIN. SHANK SIZE J45 MIN. HE AD 51ZE 300 MIN. EM15EPMENT 1 Y49 (MIN_ SHANK SIZE J45 MIN. HEAD SIZE 300 MR HEAD SIZE 300 I' CMU WITHIN B' OF EACH END 4 IS' O.O. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE MIN. EMBEDMENT I Y4) WITHIN e' OF EACH END 4 NOTE: 8TRUCTURAL 2X MUST BE MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE 4 SECURED 14 DRYWALLOI'X ON OUTSIDE 4 5ECURID THROUGH IS' O.C. MAX SPACING. ON OUTSIDE 4 SECURED IS' O.G. MAX SPACING, THROUGH NON-STRUCTURAL I'X4' OR I'X2' P.T. NAILER BECUI TO BLOCK W/1-i(•' SECURE NCH -STRUCTURAL 2kbm THROUGH NON-v4' T 2k8� T MIN. I Y4 EMBEDMENT Ix4 PT. OR %'X4' MM. TAPCONS OR DRIVE PM ST%INTO MIN I Ya` EMBEDMENT INTO SECURE TO BLOCK TAPCON MIN. I-Ya' EIME:EpMENT EMBEDMENT SECURE TO BLOCK INTO BLOCK INTO BLOCK ❑ SECURE THR2J FRAME 1 CMIN. SHANK SIZE .145 BL�,K W/2-W • TAPCONS OR INTO BLOCK. W/I-I/4' TAPCCNS OR EXTEND 1-Y4 INTO BLOCK MIN. +-SAD SIZE 300 'GMU DRIVE PIN DRIVE PM (MIN. SHANK SIZE ❑ W/ 31(m' TAPCONS OR DRIVE MM. EMBEDMENT I Y4) K' DRYWALL fMM. SHANK SIZE .IdS 8' CM11 .145 MM. HEAD SIZE 300 8' CMU 'DRYWALL [MIN. SHANK SIZE .145 WITHIN 8' OF EACH END t 1s- O.O: MAX SPACING- 'X4' OR I'M' P.T. NAILER MR HEAD SIZE "0 MIN. EMBEDMENT I Y4) )6' DRYWALL MM. EMBEDMENT I Y4) 'X4' MIN. HEAD SIZE 300 2X8U WITHIN B' Cf EACH END < ❑7.X4' OR IX2' P.T. NAILER WITHIN I' OF EACH END 4 OR IX2' P.T. NAILER MIN. EMBEDMENT 1-Y4' SECURE[^ To BLOCK WP-3G,' j(y 4' MIµ IS' O.C. MAX SPACING- IS' O.G. MAX SPACING. WITHIN S' OF EACH END 4 TAPCONS OR DRIVE PIN 2XSm 2X8® 7(i 0.8J'.. X 4' MIR V O.G. MAX SPACING DOOR CASING (MIN. SHANK SIZE .145 DOOR CASING SECURE TO BLOCK W/1-�("' POOR CASING SECURE TO BLOCK Ul/I-I/4' 7APCONB OR DRIVE PM DOOR CASING DOOR JAMB OR WINDOW MIR HEAP SIZE 30D MIR EpIBEDMENT I Y4) DOOR JAMB OR WINDOW ATTACH TO 2X PER TAPGON5 OR DRIVE PIN (MIN. SHAW SIZE .146 POOR JAMB OR WINDOW (MIN. SHANK SIZE .145 DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. WITHIN 0' OF EACH END 4 IS' D.C. MAX SPACING. MANUFACTURES DETAILS. MN. HEAD SIZE 300 MIN. EMBEDMENT I Yi) ATTACH TO 2X PER MANIUFACTURE5 DETAILS. MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4) ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: BRIM A9 NEEDED TO R'I-UM$ WITHIN 8' OF EACH END 1 �, gl.pM AB NEEDED TO PLUMB WITHIN 8' OF EACH END t 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') JAMB (DO NOT EXCEED Y♦') 18' OTC. MAX SPACING. JAMB (p0 NoT p(CEEY p ') JAM (DO NOT EXCEED Y4'J DOOR JAMB TO BLOCK +3/4 OR +6/4 DOOR JAMB TO BLACK +1-18118" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLACK +3-7/18" WINDOW TO HIACK +3/4 OR +5/4 Lr WD7DOW TO BLACK +1-15 18" E+ WINDOW TO BLOCK +3" (1 WINDOW TO BLOCK +3-7/18" "SCALE: E: 3/8'"1'-0' SCALE: 3/8'=1'-0' SCALE: 3/80' 2X4= 2X4.= 2k4:m SECURE TO BLOCK W/ Wfi' 2X4= SECURE TO BLOCK W/ V B TO BLOCK W/ TAPCONS OR DRIVE PIN SECURE TO BLOCK wY4 TAPCONB OR DRIVE PIN N APCdNB OR DRIVE PIN TAF-C ((MIN.SHANK SIZE .145 TAI-CONS OR DRIVE PIN (MIN. SHANK SIZE .145 SIZE .145 MIµ HEAD SIZE 300 (MIR SHANK SIZE .145 MIR HEAD SIZE 300 MIN. Hl'IAD SIZE 300 MIN. OAD MM. EMBEDMENT I Ya') WITHIN MIR HEAP SIZE 300 MIN- EMBEDMENT 1 Y49 WITHIN 8' OF EACH END 4 18' O.C. MIN, EtIpEpMENT I Y4) WITHIN EACH END 4 18' O.C. 8' OF EACH END 4 VOL. MAX SPACING. NOTE' STRUCTURAL 2X MUST MIN. EMBEDMENT 1749 NOTE: STRUCTURAL 2X MUST WITHIN 8' OF EACH END 4 MAX SPACING. I• OF MAX SPACING. NOTE STRUCTURAL 2X MUST 2X&M ON OUTSIDE t SECURED 16' O.C.MAX SPACING. BE ON OUTSIDE 4 SECURED BE ON OUTSIDE 4 SECUREDTHROUGH SECURE-34,TO BLOCK THROUGH NON-STRUCTURAL 2X6� THROUGH NON-STRUCTURAL SECUR SECUR TO BLOCK W!J-�(y' SECURE SECURE TO BLOCK W2-3(e' iHROUGH NON-STRUCTURAL %' TAFCON MIN. i-Y4' WR?�' TAPCONS OR 3("' TAPGON MIN. I-Y4 EMBEDMENT INTO BLOCK SECURE TO BLOCK W/I-V4' N&' tAPCCN MM. I•Y4' EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN TApCOVS OR DRIVE PIN EMIBEDMCT INTO BLOCK DRIVE PIN TApCONS OR DRIVE PIN (MIN. SHANK SIZE J45 (MIµ SHANK SIZE AD (MIR SHANK SIZE J45 MIN. SHANK SIZE .WAS MIN, HEAD SIZE 300 MIR HEAD SIZE 300 MIR HEAD SIZE 300 e' CMU MIK HEAD 81ZE 300 MR EMBEDMENT I Yi) MIµ EM♦REDMENT I Y41 W17HM g' CMU MIN. EMBEDMENT I Y') )�' DRYWALL MIµ EMBEpMENT 1 Y4') —I' CMU IS- ON 5' OF EACH r- MAX SPACIN ip 4 8' CMU h' DRYWALL 8' OF 6AGH END 4 I8' OL. MAX S1"'ACMG. f5• DR,fWALL. WITW/ 18'ID.C. MAX SPAGINCa N S' OF EACH END ❑ I'X4' OR I'X2' PT. NAILER I81 O1C8MIAXX EACH ING• E ❑ -^�' DRYW,4LL OR I'X2' P.T. NAILER 2"=w IX4' OR IX2' P.T. NAILER 2X8� 2ND 2X SECURE To 2XB� �I-X4- 2X5. ❑ I'X4' OR IX2' P.T. NAILER OpR CASING T SECUR O BLOCK W/2-%' OOR CASING SECURE TO BLOCK STRUCTURAL MEMBER SECURE TO BLOCK W/i-I/d" ' P.T. X 4' MOIL SECURE TO BLOCK W/1-% TAPCONS OR DRIVE PM TAPCI:MS OR DRIVE PM [DOOR W/J-3fy' TAPCON6 OR DRIVE PIN LLMMd WITHIN 8' GF EACH END t 6' TO 8' O.C. MAX TAPCONS OR DRIVE PM CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW (MIN. SHANK SIZE J45 MIN W5AD SIZE 300 4� JAMB OR WINDOW (MIN. SHANK 51ZE .145 —DOOR CASING (MIN. SHANK SIZE .145 MM. HEAD SIZE 300 [DOOR DOM JAMB OR WINDOW MIN. EMBEDMENT I Y4) WITHIN TTAC14 To 2X PER MIµ k-M ISEDMENT 1 Y4') WITHIN TTAGH TO 2x PER MIR HEAD SIZE 300 MIµ EMBEDMENT 1 Y4) DOOR JAMB OR WINDOW TTACH TO 2X PER MR EMBEDMENT 1 Y4') ATTACH TO 2X PER EACEND 8' aK EACH END t IB' O.G MANUFACTURES DETAILS. B' CF EACH END 4 IS' OL. MAX SPACING' MANUFACTURES DETAILS. a' Or EAC14 � 4 MANUFACTURES DETAILS. WIT HIN 8' OF EACH ENp 4 16' O.G. MAX SPACING. ANUFAGTURES DETAILS. MAX SPACING. E= BHM AS NEEDED TO PWMB HI NOTE: SHIM AS NEEDED TO PLUMB WITHIN. MAk SPACIHIN NOTE: BRIM A8 NEEDED TO PLUMB NOTE: BHM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDY4J JAMB ( NOT EXCEED Y4) JAMB (DO NOT EXCEED Y4) JAMB (PO NOT EXCEEDY4') FIBERGLASS SHINGLES OVER 030 FELT PAWR INSTALLED PER FBCR RRb ON a" 0.5.5. SHEATH[ R 1' CDX PLYWOOD BE ED PER FASTENER RULE MTL. DRIP ED 2x4 OR 2xb FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT 5TIFF5ACK AT ALL —/ UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE A CONDITION.) O.S.B. SHEATHING OR CDX — PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR '1/Ib" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) Z/8' THICK, 3 COAT PORTLAND— CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON F-ORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR 1/16' ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) WEEP SCREED (SEE DETAIL A2 5EGURE GAB 0 2xb T. — PLATE W/ 126'5 M E 2xb PT, PLATE BLK NCHOR BOLT W/ 2" 5H IN SIMPSON HIGH S XY "I" EMBED. MIN. 0 C AX. — THICK, 3 GOAT P LAND — SECUR i"x9' A SET EPO TYP. O.H. CEMENT PLASTE PPLI£D i D IREGTLY ASONRY z ,E 1—STORY GABLE W/ VAULT CLG. 3 BLOCK STALL SCALE: 3/4" =1'-(d° e' CMU V DRYWALL I'X4' OR I X2' P.T. NAILER IDIx4 P.T. OR 0/4X4' MIN. SECURE THRU FRAME 4 EXTEND 14'4' INTO BLOCK W/ Tlfp' TAPGON5 OR DRIVE PIN 11 (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN, EMBEDMENT I-Y4 WITHIN 8' OF EACH END 4 18 O.G.. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO IX PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TV BLACK +/3/4 OR +16 +34OR+64/4 '8INW /ICH DOOR JAMB TO FLOCK +1-1 2:` DOOR JAMB TO BLACK +2 1�4" DOOR JABS TO BLOCK +3" DOOR JAMB TO BLACK +3 3/4" < /vl WINDOW TO BLOCK +1-1 LRINDOW TO BLOCK +2 1!4" r, C H WINDOW TO BLOCK +3 3 4" a 6GALE: 3/8'•I'•0' " SCALE: 3/I'•I'-0' SCALE, 3/8'•I'-0' SCALE FASTENER SCHEC>UL 9 ROOF DIAPHRAGM NAIL REQUIREMENTS TOP CORD BLOCKING AT 4' I USE 1/16` OS.B. OR V2` CDX PLY WITH "8 RING SHANK GUN NAILS AT 4" O.G. AT SUPPORTED PANEL EDGES AND "a RING SHANK GUN NAILS AT b" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAflS 14' OG. O.G. MAX. IN FIRST 2 FRAMING N� / :TYP. EXT. SHEATHING ATTACHMENT SPACES AT EACH ENp. FOR SHEAR 4 UPLIFT (ObB. TO BE STRUCTURAL j RAFTER OR TRUEb�� GRADE) CONNECTORS FROM STUD TO PLATE ARE ROOF SHEATHING NOT RE=IRED EXCEPT a OPENINGS R ExTERIOR SHEATHING NOTE: NAILS TO BE MFG. BY MEMBER OF INT. USE 12' CDX OR i/16' OSB PLY WITH 08 RING SHANK GUN NAILS AT b' STAPLE, NAIL 4 TOOL ASSOCIATION O.C. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' P.G. TOP 4 0.11E INCH NOMINAL SHANK DIAMETER BOTTOM PANEL AND 48 RING SHANK GUN NAILS AT W O.C. AT 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER INTERMEDIATE SgUUPPORTS OR 1/16�Z�Ilf= N--E�gA��7TWINGpS�Y�S�T..EaM 3. Ib TO 20 RING5 PER INCH NOTE AING SF� K Ca� SH )T� E'E PER"fITT D' AS AN NUF SPECS.) 4. 0280 INCH FROUND HEAD DIAMETER 5.2 INCH LE NAIL LENGTH SIZE HEAD I LENGTH I DIA TENSILE STR Sal ROUNDMOPPED I T/8' 11E 110,000 OR T 10d ROUTDMODIFIED 21/a, .128 1"10,000 ROOF 5HEATHING LAYOUT ACCEPTABLE FASTENER FROM ANY MANUFACTURER. AND END U [ALL SRAC ING -ROOF DESIGN PRESSURE BASED ON WORST CASE BUILDING LENGTH pR GtA3LE END [=RAM (NCt �rr.inei.. ei.e-rrv.ir e "S RING SHANK GUN NAILS a 4' or. TOP 4 BOTTOM EDGES 2xb P.T. SECURED TO MASONRY w/ W'x1b" A13. w/ a' DIA. WASHERS, 1' MIN. EMBEDMENT WITHIN a" of EA. END, 32' O.C. MAX IN FIELD. 08 2' DECK SCREWS w 6'-5' O.G. MAX o EDGES 4 12' O.C. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SUB -FLOOR PECKING GLUED TO ALL EXPOSED MEMBERS 2x4 BLOCKING BETWEEN TRUSSES WHERE "X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN 5EGURE (2) 12d's a EACH TRU55 TO BE INSTALLED * MI IN' OF TRUSS SPAN, OR 10 " D.C. MAX. -SEE ENERGY C FORMS FOR INSULATION LUES - 1' GYP5U OAF STRENG LG.I T 'L INTEL ATTACHMENT AS PER :TURE5 SPECIFICATIONS SILL lU EBAR VERTICALLY W/ CON UR£D CELL Ix2 P.T. F ING STRIPS 0 lb" O.C. a" CMU 1/2" GYP. WL. B WOOD BASE NOTE: PER FBCR R905.1.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LATER UNDERLAYMENT SYSTEM 15 REQUIRED. FOR ROOF 51-OI E5 OF 4:12 OR CaREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 45(o9 TYPE IV, OR ASTM C) 6 151 IX4 DIAGONAL 5TM. CHORD BRACING. SEE PLAN FOR LOCATION PRE-ENGV WOOD TRUSS (TYP) a 24' O.C. MAX SIMPSON HETA-Ib (TYP) VERIFY -W/ TRUSS PLAN CONC. POURED LINTEL COURSE �T IX4 SYP LATERAL RE-INFORCING 3b" O.G. MAX ® TRU65 BTM. CHORD, SECURE W/l3) IOd NAILS a EA. TRUSS CHORD GABLE END BRACING SCALE: 1/2' = CNO RING SHANK GUN NAILS e b" O. . IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHNG (O.5.M TO BE STIiI,ICTURAL GRADE) A R C H IT E C T S Design r®up Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7 74.4078 www.abdesigngroup.com AA #: 0003325 w W a U Tn 0 ti a a w ti A Ito SUDDI—LOT: CREEKSIDE LOT #8 PROJECT# 04321.000 MODEL• 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: MONOLITHIC 1—STORY SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT Y0 D A.ABOUCHACRA AR NO 9372E DATE: T : 11 07 17 SCALE: 1/4"=1"-0" FIBERGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN RR905.1.1 ON Ib" 0.5.8. TRUSSES AT FIRST (5) FIB GLASS SHINGLES OVER PROVIDE EAVE SHEATHING OR 2" CDX BAYS 4'-0' O.C. (AT *30 FELT PAPER (OR BAFFLE OvER THE P PLYWOOD SECURED F15ERGLA55 SHINGLES OVER SHEATHING SEAMS) APP VED EQUIVALENT) ON OF INSULATION F PER FASTENER SCHEDULE EMBED. STRAP 030 FELT PAPER INSTALL III O.5.E3. EAtI-I1NCx OR "CDX CLEAR VENTILA IV VERIFY W/ TRUSS PER FBCR RRS05.1.1 ON' PLY OD SECURED PER / Pt=R FBEC R4 3 PRE-ENG WD. TRUSS PLAN 0.5.5. SHEATHING OR �' CDX F TENER vCI-4EDULE 24' O.C. MAX. PLYWOOD SECURED PER ZIP SHEATHING SYSTEM FASTENER SCHEDULE 1,_O„ PRE-ENG TRUSS (INSTALLED PER MANUF. MTL, DRIP EDGE SEE ENERGY CODE FORMS MTL. DRIP EDGE TYP. pR£.£NG WD. TRUSS TL. DRIP EDGE SEE ENERG ODE FORMS SF"EC&) OR FOR INSULATION R-VBOARD O ES 2x4 OR 2X6 FASCIA O'H' 24' O.G. MAX. FOR INSUL ON R-VALUE5. WOOD SHEATHING 2X4 OR 2X6 FASCIA 5/8" GYPSUM BOARD OR I/2" 2x4 OR la SUS -BAND PER ELEVATIONS PER ELEVATIONS HIGH STRENGTH CLG. BOARD PE LEVATfONS R' GYPSU OARD OR �' , .• WRB LAYER �I, CONT. 2X4 RAT RUN SECURED STUCCO WRAP HIGH 5T NCzTI-4 CLG. VENTED ALUM. SOFFIT I'-0" DOUBLE 70P PLATE VENTED ALUM. SOFFIT W/ (2) 12d's EACH TRUSS VENTED UM. SOFFIT BOA WRB LAYER 02, FORTIMIDER SEE ENERGY CODE FORMS FOR BUIL DING PAPER TYP. WINDOW HEADER SIZE VARIES 1/2, CDX OR 7/16' OSB INSULATION R-VALUES m(Z�* UPLIFT METAL LATH O.H. PER WINDOW OPENING SEE SECURE TO WALL PER SIM —FASTEN To WOOD STRUCTURAL HEADER SPAN CHART FOR 5/5' GYPSUM 50ARD OR MEMBER a 11 O.C. MAX FASTENER SCHEDULE NNECTOR r--/S' TEXTURED I/2" CDX OR T/16' OSi3 DETAILS I/2' HIGH STRENGTH CLG. 5P E;,B,• ON SHEET D2 SECURE TO WALL PER BOARD 2 SYP *2 2 STUD _ FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 7/16' ZIP D TOP 1 FINISH a WOOD ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUBLE TOP PLATE 'M' TYPE CONTROL JOINT WINDOW HEADER SIZE VARIES PL ""�Y' FRAME TO BLC'GK OR SYSTEM ZIP WINDOW SILL (INSTALLED PER PER WINDOW OPENING SEE CONNECTION SEE DETAIL SHEATHING SYSTEM MANUF. 5PEG5J •. „. - 2x6 STUDS 16' O.G. MAX W/ HEADER SPAN CHART FOR +;' b METAL LATH STRIP (INSTALLED PER INSUL., SEE ENERGY COPE DETAILS ZIP 81-i tl-41NCx —�� DRY WALI �, WIDE STRIP SELF FORMS FOR INSULATION WINDOW ATTACHMENT A5 PER SYSTEM STALLED s MANUF. SPECS.) r g iI8" THICK 3 GOAT R-VALUES PER MAN SPEC8.) pIA ANCHOR B T r ADHESIvE FLASHING, CLEAN MANUFACTURES SPECIFICATIONS MASONRY BEFORE APPLYING CEMENT PLASTER" t s G SUE3FLOOR GLUED AND CEMENT THICK, 3 GOAT OR AT 16" O.C. MA ITH -1' CEMENT PLASTER WINDOW SILL WALL EMBEDME AN TEXTURED APPLIED TO METAL SCREWED AS PER FASTENER APPLIED TO METAL 2x6 STUDS 16' O.C. MAX W/ FINISH a MASONRY LATH OVER 2 LAYERS SCHEDULE ON SHEET D2 LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE SHEATHING DIA. WA R 8 CMU OF GRADE R OF GRADE "D' FORMS FOR INSULATION 2x8 SYR *2 BUILDING PAPER LATH BUILDING PAPER OR R-VALUES WOOD STUDS 51 P5 S 1 PAPER BACKED LATH PAPER BACKED LATH , A. 2 OVER AN APPROVED OVER AN APPROVED �d T ¢ G SUBFLOOR GLUED AND 4T 12 O.G. MAX STUD VERTICAL CONTROL HOUSE WRAP HOUSE WRAP SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 BETWEEN DISSIMILAR 2x8 P.T. SYP *2 -57 as4 SOLE PLATE `'—(1) UR5E TIE -BEAM MATERIALS DETAIL 75/WA2 PRE-ENG FLOOR TRUSS z SOLID WITH SCALE: N.T.S. (INSTALL PER MFG. SPECS.) Z CONCRETE. C I) 5 CONC. FILLED LINTEL $" GYPSUM BOARD OR J' HIGH O REBAR HORIZONTALLY DETAIL -IB/WA2 I 3/4' t G SUBFLODR GLUED BLK. W/ (1) S REBAR STRENGTH CLG. BOARD WEEP SCREED R PRECAST LINTEL AND SCREWED AS PER CONTINUOUS ASTM 92o-C G3-C 1X2 NAILER/DRAFT STOP PRE-ENG FLOOR TRUSS = Ul (SEE DE IL /D3) I WINDOW ATTACHMENT AS FASTENER SCHEDULE ON ON1 (INSTALL PER MFG_ SPECS.) f- (L J' GYPSUM BOARD OR 4' lu PER MANUFACTURES SEE ENEMY CODE FOR"15 HIGH STRENGTH CLG, BOARD 1!l U SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. e FOR INSULATION R-VALUES 1X2 NAILER/DRAFT STOP CMU) W/ (5) 12d NAILS e EACH PRECAST LINTEL � Z *5 BA 16 (1) S " I I PRECAST SILL TRUSS FILLED LINTEL BLK W/ FLODR TRU55 (I) *5 REBAR CONTINUOUS MA PRE-ENG WINDOW ATTACHMENT AS PER LU CONCR I ( !INSTALL PER MFG. SPECS.) 5/8' THICK, 3 COAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS p f =OUR PER L, 2 P.T. FURRING 5TRIP5 PORTLAND CEMENT PRE -CAST CONCRETE SILL FOR INSULATION R-VALUES I l�o" O.G. CONC. FILLED LINTEL BLK W/ PLASTER APPLIED PRECAST LINTEL PLA (1) *5 REBAR CONTINUOUS DIRECTLY TO 0 D 8 MU (1) 05 REBAR VERTICALLY WINDOW ATTACHMENT AS PER — Z MASONRY ,f W/ CONC. POURED CELL MANUFACTURES SPECIFICATIONS O R-4.1 1/2 YP. WL. SD. RIBBON 5/8' THICK {j} , 3 GOAT �] Ix2 P.T. FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL SULATION (1) *4 ONTINUOU5 RE5AR FASTENING DETAIL STRIPS 6 24" O.C. PLASTER APPLIED WOOD 5E allGMU DIRECTLY TO U6 (U M5 REBAR VERTICALLY 4 0 SCALE: 3/4`=1'-Q}° 1/2, GYP. WL. E3D. MASONRY WI GONG. POURED CELL m Z *4 REB 48" LONG (X d (] W/(O ` HIO a 24" O.G., Q WOOD BASE Ix2 P.T. FURRING - •q -.4 MIN. 24' IN AB OlL0'-0. STRIPS 6 24" O.G. (� — � � (�/ ROOF TRUSS UPLIFT � 'U - ^ '.• .`- FIN. FLR. 8" CMU (L N _ l'T 21-0" (MIN. CONNECTOR NOT 0 W 1/2' GYP. WL. BD. O I IN 5LA5) CSLHARR17YY (SEE r Z q WOOD SASE T MWALL To es -0. T d a :Mf . 3 COURSES 0 FIN. FLR. g „ .. •': ~ ALL F I d 3 1/2, CONC., R F. W/ (o xh a W W1.4XW1.40 WUJI"1 6-MIL EXTERIOR WALL ACH STUD SECTION - -� Lam. d POLY ETHYLENE POR SHEATHI NOTES) 2—STORY � WALL TO BE WOOD 1 D �' * RETARDER ON TO DELEN E OP PLATE '»• .: —STORY M+' . s CouRSEa P lJ WELL -COMPACTED CLEAN W/ USP SPT24 NAIL PER MANUF. SPECS. WALL WALL a FRAME TO 6" 1o" 6° �.` FILL TERMITE TREATMENT SECTION SECTION LOCK WALL m ° 2'-09 SHALL BE BORA-CARE (3) *5 REBAR CONTINUOUS SECTION AT TOP SCALE: 3/4°=1'-0" SCALE: 3/4 1'-ON . ••" C--' ON CHAIRS � OF EXTERIOR WALL SCALE: NTS FIBERGLASS SHINGLES pRE-ENG GABLE TRUSS FIBERGLASS SHINGLES *30 FELT PAPER OVER P3O FELT PAPER EXTERIOR WALL STUDS t PLACE STRAPS SPACED OVER ALLED PER FBCR OVER LED PER FBCR PRE-ENG GABLE TRUSS NOTE: WALL 84EATHING AND FASTENED AS SPF BTIFFBACK (SEE SEALD TRUSS 5F'F STIFFBACK (SEE SEALD TRUSS DIAGONAL BRACE a SHOWN WITH ONE 1-1 ON 0.5.B. ENG, PACK FOR SIZE CONNECTION) RR9P�5_l.l ON" O.SB. ENG• PACK FOR SIZE 4 CONNECTION) CENTER OF TRUSS FASTEN STUDS TO BLOCK WALL EACDHTWINDOW KING IONAL STRAP5 AT SHEET ° CDX 2x4 SPF BLOCKING BETWEEN SHEATHING OR J" CDX 2x4 SF'F BLOCKING BETWEEN SPAN OR HIGHEST WITH USP MSTA46 STRAP WITH PLYWOO EP PLYWOOD SECURED „ FASTENERS AS SHOWN. INSTALL TRU31DE5 AT FIRST (5) BAYS 4 -0 TRUSSES AT FIRST (5) SAYS 4 -0 RIDGE. DIAGONAL STRAP a EA END (UAO) t PER FA PER FASTENER MIN STD ( COMMON NAILS O.G. (AT SHEATHING SEAMS) O.C. !AT SHEATHING SEAMS) BRACE TO BE g ANY SPACE STRAPS AS FOLLOWS: INTO STUD t0.148 PIA X 11/2' SGHEDU SCHEDULE SPAN 15'-0' OR -110 MPH 'C'" 32' O.C. LONG) NOTE: -110 MPH '5': 32' O.G. MTL. DRIP EDGE DIAGONAL BRACE m MTL. DRIP EDGE GREATER. REFER TO -160 MPH C': 32' O.C. STRAPS INSTALLED PRE- W' 24 CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRUS5 ENG. FOR 150 MPH 'Es': 4e' O.C. OVER WALL SHEATHING PER ELEVATIONS PRE-ENG WD. TRUSS 24' ADDITIONAL -140 MPH 'C' 48' O.G. HIGHEST RIDGE. DIAGONAL TOP OF STUD WALL 2X4 OR 2X6 FASCIA O.C. MA BRACE TO BE -a ANY SPAN SECURED WJ (3) 12d O.C. MAX. HORIZONTAL TRUSS SOLE PLATE - PER ELEVATIONS 15'_0' OR GREATER. REFER NAILS REINFORCEMENT. FILL ALL REMAINING STRAP SEE FASTENER y- HOLES W/ 10d NAILS INTO SECURED W/ C3) 12d SECURE TO TO TRUSS ENG. FOR BE t0 0'-0' TO 30'-0' (1) WOOD BACKING NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE rA 1/2' CDX OR "1116' OSB (2) 12d TRUSS REINFORCEMENT, D2 FOR SHEATHING (2) 12d 30'-1' TO 60'-0' (3) TONOT PLACE SCREW IN TOP OF TOP HOLE NEAREST TO TOP SECURE TO WALL PER NAILS FASTENER PATTERN NAILS X-BRACE (1) X-BRACE MA90NR7 WALE - OF CMU BLOCK WALL FASTENER SCHEDULE 0'-0" TO 30'-0' (1) 1/2" CDX OR 1/16' 055 0 CENTER AND (2) X-BRACE SECURE TO WALL PER BRCONNECT BOTTOM OF - OR TACE DIVIDED STRAP ON SHEET D2 30'-1' TO 60'-0" (3) FASTENER SCHEDULE EQUALY FROM CENTER W/ 3/I6' DIA x 1 SYSTEM EZIP SHEATHING X-BRACE (1) X-BRACE ON SHEET D2 TO END STRAP TO CMU BLOCK WALL LONG TAPCON MASONRY SYSTEM (INSTALLED PER m CENTER AND (2) OR 7/16' ZIP SHEATHING CMU BLOCK WALL SCREWS MANUF. SPECS) BRACE DIVIDED SYSTEM (INSTALLED PER WEEP 5, SHEET SEE CONT. 2x4 5PF RAT RUN SECURED W/ EQUALY FROM CENTER ANUF. SPECS.) (2) 12 2x4 SPF RAT RUN SECURED W/ 2-STORY DETAIL lR, SHEET WA2 (2) 126's 6 EACH TRUSS END 2X4 W/ 3/81 X 5 LAG (2) 12ds EACH TRUSS GABLE END 2X6 P.t. SECURE (2) 2x4 M2 S.Y.P. DIAGONAL BRACE W/ /v 632" O.C. MAX. OR (2) 2x4 "2 S.Y.P. DIAGONAL BRACE W/ c 1l2'XB AN (3) 12d'o 0 EACH TRUSS DIAGONAL G SIMPSON MSTA-24 (3) 12d's ®EACH tRu55 DIAGONAL CROSS EXTERIOR STUD WALL CONNECTION BOLL 3x° AX. X-BRACING TO COVER 5-TRU56ES X— B 32" O.G. MAX. X-BRACING TO COVER 5-TRU55ES BRACING TO FIRST FLOOR MASONRY WALL NAIL TO 2X6 — DBL TOP PLATE 5/8' GYPSUM BOARD OR 1/2" HIGH `3 W/ AILS 6' O.C. 5/8` NCOTHUM BOARD D 1/2' HIGH SCALE: 314" =1 - " ' _ scALE: NTS MAX. STR£NG�`H CLG. BOARD 2X STUD 16" O,C. MAX. STRENGTH CLG. BOARD .SCALE: 3/4 -1 >a A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W w a W a F A h A M SUDDIV 8o i3OT`: CREEKSIDE LOT #8 PROJECT# 04321.000 MODEL• 4EHB "2605- HAYDEN" GARAGE SWING: LEFT PAGE: MONOLITHIC 2-STORY WALL SECTIONS & NOTES 160 MPH EXP. C 11 /07 /17 ' SCALE: 1/4"=1'-0" 1 *NOTE: NAIL 5HEATHINC; TO ALL 2X A5 PER EXT. 5HEATHINCx NAILING, Od 4" O.C- M,4X a EDGE5 4 (o"-S' O_C- MAX IN THE FIELD 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE SECURE 2x6 MIN. TO BLK W/ (2) 'XS' A -BOLTS 4' EMBEDMENT MIN. A W/ 2'X2'XYe WASHER AND NUT SPACED EVENLY FROM FLOOR 70 MIN. (3) I2d NAILS OR GARAGE DOOR H IN JOINTS PRIOR TO FILLING MIN. C4) IOd GUN NA(L5 DBL. To ATE DBL. TO TE 2X4 16 O.C. pp 2x4 COLLAR TIE A7 EVERY OTHER RAFTER W/ 2X4 16' O. X. SECURE 2X4 T O MIN. (3) 12d NAIL5 OR WOOD W/2-I2d O 6'-8" MIN. (4) 10d GUN NAILS O.C. STAGGERED 2x RAFTERS b SECURE 2X4 W/ 2-1/4' SECURE 2X4 W/ 2-3f& TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN Ix5 NAILER SECURE TO TRUSSES (MIN. SHANK SIZE MIN. (MIN. SHANK SIZE .14S MIN. E p BELOW W/ .145 HEAD SIZE 300 MIN. HEAD SIZE .300 MIN. SECURE 2x4 ON C2J I2d NAIL5 OR EMBEDMENT I Ya' W/IN 8' EMBEDMENT I Y4' WAN 8' FLAT TO BILK (3) 10d GUN NAILS 4 EA. TRU55 EA. END NOT 70 EXCEED BT. PLAT EA. END NOT TO EXCEED u IS' O.C. MAX W/ CUT NAILS. 15, O.C. MAX SIDES: 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 T. PLATE Y'XS' A -BOLTS 4" EMBEDMENT MIN. ® CREATE VOID FOR STRAP 2X4 SOLID BLOCKING W/ 2"X2'XYe WASHER AND NUT PENETRATION SECURE TO SHEATH! /21 CDX SPACED EVENLY FROM FLOOR TO ROOF OVER DECKING 2X4 SOLID O la CDX WITH MIN. 2-I2d PER K. GARAGE DOOR HDR. IN JOINTS PRDECKIE-ENn TRUSSES SECURE TO S PRIOR TO FILLING. WITH MIN. 2-I2d LK. 1-2X6 PT BLOCK m CENTER OF PRE-ENG. TRUSS A. END EXTERIOR ARCHWA WITH WINDOW 2 EXTERIOR ARCHWAY SCALE: 1 2'=1'-O' © DOOR HEADER WKI) J 'XB" J-BOLTS 4" EMBEDMENT W/ 2'X2'XY@' WASHER © ALTERNATE CONNECTION MSTA-24 RAFTER TD BLK'G 4 CONV. FRAMED ROOF AND NUT. SCALE: 1 SCALE: I/2"=I'-O' BETWEEN TRUSSES \ /1. —Ovn 0.C!-IIGcI-t/'1 \ H\r\/ 2.5 EA ER RAFTER 2x4 RAFTER . 24' O.G. 2x4 FRAMING (TYP) CLOSED VALLEY FLASHING DETAIL 6 FRA OVERHANG N.T.S. N.T.S. —2X4 pBL. SP4632' O.G. MAX -2X4 DEL. 2X4 TOP PLATE TOP PLATE T P 4 BOTT TOP PL 1/2' CLG. BOARD PRE-FAB PRE 8 T R SS I!2' CI-G. BOARD TRUSS P AB TRUSS 1/2' BOARD TR 0 T 5 1/2" GLG. BOARD GONT. M L 2X4 WOOD 1/2' D ALL TRACKS, 4 STUDS 616' BOTTOM O.C.. UA.N. 2' DRYWALL 2' DRYWALL 2X4 Ss 2X4 S a 2X4 T. STRESS STUDS MI6" STIF� BLOCKING D.G., U.ON. -r'6L 2X4 WOOD CHANNEL SNAP MID -WALL ALL SECURE ET. PLATE STUDS 024" STUDS 24' O.C. W LAYER OF 1/2 SECURE BT. 1/2'X'3' A.B. TO SLAB W/ loci O'C' TYPE GYPSUM" PLATE TO SLAB 112' DRYWALL 32' O•C. 7" MASONRY NAIL ® WALI-50ARD W/ loci MASONRY EMBED 32' O.G. MAX ATTACHED T NAIL 0 32, O.G. / 2X4 F 7r SIDE m 1 . MAX Fo p PLATE CONC. SLAB' /TA CONG SLAB C AB o o .a o CONG. SLAB SEE FOUNDATION FOR DETAILS SP4e O.C. MAX ST FLOOR 1ST FLOOR 1ST FLOOR 1ST FLOOR TYP. INT. WALL INT. BEARING WALL INT. BEARING W TYP. INT. WALL METAL STUDS (NO UPLIFT) j� (W/ UPLIFT) (NON- BRIG.) O NON-BRG. 8 SCALE: 1/2'=1'-0' v SCALE: v� SCALE: 112'=1'-O" U� SCALE: 1/2'=1'-0' 61.0. OPENING ° PRECA5T LINTEL, a ° a �... SECURE TO MING, D MIN 1 1/2' 65 THAN a d a ° I I WINDO ST BE SE D LOCK , LOCKS 5E E 2x T L CK W/ 2) ° . " TAPCON IVE PIN N SHANK SIZ ) a M BED. 1 4") WI H 5' OF EACH AND 10. AX SPACING. ° ,. , a d CMU WA a ¢ 4 W d' °d- a d a a gt n � a ARCH WINDOW FRAME -ENG TRUSSES W/ TRUSS • 11'15 UPLIFT CTOR VERIFY W/ 51MP5OM HT51120 MING PLAN W/10 IOd TO TRUSS BLE TOP PLATE AND (4)1/4' x 2 1/4' TAPCONS TO CONT PLE 5TUD5 A 16' O.C. POURED LINTEL • nOO UPLIFT SON LSTA-12 ®EA, JACK (2) SIMPSOM HTSM20 BOTH SIDES OF NING. INSTALLED ON OPPOSITE FACES OF BLOCK WALL TUDS 6 16' O.C. MAX W/ W/10 lord TO TRUSS ATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4' IN;' OF WINDOW/ DOOR TAPCONS TO CONT NING AND SECURE PER POURED LINTEL NG SCHEDULE STUDS (SEE HEADER N CHART FOR DETAILS PRE-ENG TRUSS SPECIFICATION) KS (SEE HEADER 5PAN CONTINUOUS RT FOR DETAILS AND BOND BEAM GIFICATION) K STUD ASSEMBLY 70 BE URED ONE PLY a A TIME. I2d NAILS, TWO WITHIN 6' M EACH END 4 NO MORE N 12' O_C. STAGGERED /VxV A.B. MIN. T' TAP CONS EMBEDMENIMT 8" FROM EACH 2N�P I21 CROvER TYP. INTERIOR END 4 32' O.C. MAX. 11 DOOR OPENING WD FRAM SP4 OR H5 ao TOP AND SCALE: 1/2'-1'-0 BOTTOM PLATES 0 EA, FULL TRUSS ANCHOR LENGTH STUD, BOTH SIDES OF OPENING, 12 RETROFIT N.T.S. LINE OF SLAB 45 REBAR VERT. IN CORNER BEAD SOLID GROUTED CELL SEALANT 4 S!8' THICK, 3 COAT BACKER ROD CEMENT PLASTER 8' CMU SEE APPLIED STRUCTURAL FOR DIRECTLY TO REINFORCEMENT MASONRYY 2x6 P.T. WD - - AT; TO FILL CELL AS PER PRODUCT f _ SPPROVAL REQ. " FROM M14MI-PAPE COUNTY " WEATHER STRIP MOULDING ALL AROUND(BY GALv. STEEL DOOR MANUFJ TRACK B1;�ACKETS FASTENED TO WOOD JAHB W/ GALv. STEEL 3/16'xl 1/4' LAG OVERHEAD DOOR SCREWS VERTICAL TRACK 1' MIN. Bl' OTHERS BY MAUF. SLIDE FASTENED TO ROOM III I 1'■I' 1 ,. I� II • i/ j�1. us 7Y1�� i 1001, 5C,ALE: 3/411=1'-0` TRACK W/1/4'-20XI/2' BRACKETS GARAGE DOOR JAMBS CARRIAGE I3 BOLTS SCALE: AND LOCK NUTS. TRU55 TO WOOD FRAMING SIMP60N MT5-12 PRE-ENG TRUSSES W/ TRUSS W/ PRE -ENG TRUSS P-ENG. TRUSS FRAMING PLLAvNERIFY DOUBLE TOP PLATE DOUBLE TOP PLATE ENG TRU55E5 OR 2x CONTINOU5 STRESS DBL. 2X TOP PLATE z v.- FRAMED RAFTERS 5P4032' O.G. MA BLOCKING MID WALL 7n6' O,S.B. CRIPPLE STUDS ® 16" O.C. 2x STUDS * 16' O.C. MAX, OR 7/16' ZIP SHEATHING ? MAX PRE -EN ESRED U.ON. SYSTEM (INSTALLED PER HEADER SIZE PER SIMPSON L6TA-12 e EA. JACK T 4 G SUBFLOOR GLUED MANUR SPECS) SPAN CHART. STUD, BOTH SIDES Or AND SCREWED AS PER 2x BLOCKING 6 TOP OF OPENING. MTS-III 2 FASTNER SCHEDULE 15T FLOOR STUDS TO 1/2, CDX 2x STUDS s IS, O.G. MAX W/ SHEATHING. SHEATHING TO BE 2ND FLOOR STUDS 2X STUDS I6' O.G. MAX, DOOR/ WITHIN }' OF WINDOW! DOOR SIMPSON MSTA-36 0 32' 2X BTM. PLATE WINDOW OPENING AND SECURE PER 2X4 DBL, O.G. MAX s 3/4' FLOOR DECKING OPENING NAILING SCHEDULE TOP PLATE 1-157A-36 32' O.C. KING STUDS (SEE HEADER MAX SPAN CHART FOR DETAILS PRE- ENGINEERED AND SPECIFICATION) FLOOR GIRDER 2 X4 5TUD5 16' O.0 PRE-ENG FLOOR TRU55 JACKS (SEE HEADER SPAN � OS.E. SHEATHING OR B DOUBLE TOP PLATE PRE- ENGINEERED FLOOR TRUSS I IF IF CHART FOR DETAILS AND SPECIFICATION) CDX PLYWOOD. ATTACHE PER FASTENER SCHED PL 2x CONTNNOUS STRESS �116 09.8. BLOCKING MID WALL I CONTINUOUS SHEATHING TO BEGIN AT TOP OF SLK. JACK STUD ASSEMBLY TO BE ON SHEE 2 OR T/16' ZIP SHEATH MTS-12 2x STUDS s 16' O.G. MAX, W/ 1/4' GAP FROM BLK. TO O.S.B. SECURED ONE PLY e A TIME. USE I2d NAILS, TWO WITHIN 6" SYSTEM (INSTALLE R TEXT. FINISH UON MANUR SPECS.) 112' GYP, WL. BD. 2 HORIZONTAL 2X S.Pf. STRUCTURAL BLOCKING AT FROM EACH END 4 NO MORE THAN 12' O.G. STAGGERED 2x4 BLOGKI NDER PERIMETER OF 0.5.8. TO PROVIDE CONT. NAIL PATTERN WALL 5T SGURE E74-16 SECURE BT. PLATE TO SP4 OR H5 ID TOP AND BETWEEN TRU BAYS W/ PRE -ENGINE D 5P4+432' O.G. MAX SLAB W/ 2'xW' ANCHOR � °�'J REMAINING AREA TO BE SHEATHED FROM pBL. TOP BOTTOM PLATES Q EA. FULL l3) 12 ACH END TR MU WALL BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. LENGTH STUD, BOTH SIDES 2x CCU TOP PLATE SIMPSON HIGH STRENGTH EPDXY -I'EMBED. MIN. Q SHEATHING . TOP OF WOOD FRAMED WALL TO BE OF OPENING. DS a 16' O.G. ° STAGGERED MIN. OF IS' FROM SHEET BELOW SHEATHING TO LAP TO + • • SIMPSON 5P4 6 ^ BOTTOM OF PRE-ENG'D 12 o EVER STUD 32' O.G. MAX �J INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TRUSS BELOW.. SHEATHING TO STUDS MUST NOT BREAK 1'-4" MIN. 2X4 BT. PLATE 9 INT. 2—STORY L.B. W. SCALE:1/2'=r-0' EXT. WALL SHEATHING 4 SCALE: 1/2'=l'-O' TYP. EXTERIOR WINDOW/ 14 DOOR OPENING WD FRAMED FROM 2ND FLR. LINE. DORMER ATTACHMENT EE WALL DETAIL @ ENTR 1 SCALE:3l4'=1'-0' SCALE:In"=r-m' 15 SCALE:1/2'=I'-O' CONTROL DATE: 07/01/15 A R C H IT E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD. FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W O U w ti h 0.ti• U W A ti A ti SUBDIV._8e LOT: CREEKSIDE LOT #8 PROJECT# 04321.000 MODEL: 4EHB "2605-HAYDEN" GARAGE SWINGE: LEFT PAGE: Misc. DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA 31>AT ; 11/07/17 SCALE:1/4" V-0" SHEET D4 00... VOW" — . ng Permit # Owners Name Applicant Opening Product benign Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment pressure Design Pressure Number 1141" concrete screw 6" edge distance @ head, 4" edge Swing door {+36 47 } J j- } +67 { } J (-67} Therms-Tru Smooth Star FLZi74f1.17 N/A distance @jamb, 4" each side of transom centerline to bucking. Fastenerspacing @ 15'° o/c max, head and jamb. Min. embedment of all anchors to be i 1i4" Type 1: 3/16" or 1J4" ELCO Ultracon anchor 6" max. from carnets, 113J4°" o/c at jamb, 16" @ head. 11/4" embedment. Type It: 8/16" or 1J4" ITW concrete tapcon anchor. 6" max. 5H Window (+38) J (4.8) (+SO) J (_50) Ply Gem Ply Gem 1500 FL16103.1-R9 Non Impact from corners, 7 1J4." o/c at jamb, 101J4" @ head. 1 iJ4"embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1J4" ELCO Ultracan anchor 6" max., from corners, 14" a/c at jamb, i(l" @ head. 1 1/4°' embedment. Type II: 3/161' or 1J4" ITUV concrete tapcon anchor. 6" max. findow (integral (+38) J (a48} (+SQ) J (-55) Ply Gem Ply Gem 1500 PL16100.1-116 Nan Impact from corners, 8 1/2'° a/c at jamb, 6" @ head. l 1J4" Mulled} embedment. Eight additional tapcons top and bottom required horitantally, one midspan vertically each side. Install per manufacturers recommended requirements. 1J4" concrete tapcon anchor. Z 1J2°' minimum edge distance. in Glass boor g (+33 J (-41 } } +SQ ( } J {-SQj Ply Gem Builders Series FL14634.2-R3 Non Impact 6" max o/c from carnets and Zl7 3/4"max o/c elsewhere top, 478 vertically and batkom. Z 1J2" min embedment., 1J4°' concrete tapcon anchor. 6" max a/c for corners. Tapcan required 3" each side of center of opening top and bottom. qua single door +36} / (-47) (+47) J (-47) Thermo-Tru Smooth Star EL14385.1-R2 N/A Top and bottom centerline of each doer slab get. tapcon. Rest rith transom of vertical o/c spacing is 14" max. 11J4"° embedment. 9 JQIi x 2-3/4" Hilti sleeve anchors 6" from ends X.G" V�L 7 �Ie Garage boar (+29) J (-85) (+4Ca) J (-42) Clopay 16.Zx�" 73 k+V6 PL16546.6-R9 N/A Use galvanized (zinc coated) roofing nails, 11 or 12 gauge,. with, at least 3J8" die. heads, long enough to penetrate through plywood or 3J4" into boards. Use 4 nails per shingle Roof IIfCr Cambridge FLiLiil,iRRitk placed 6-1J8"above the butt edge, apprax, 1" and 13'° from each end and 1/Z"above each cutout. Drive nails straight so that norl head is flush with, but not cutting into shingle surface. Miami -[lade approved corrosion resistant tin -caps, and 12 nderlayment Interwrap hinoRoof U20 PL15216.1-R3 gauge i %" annular ring -shank nails,. spaced 6" a.c. at all laps and three staggered rows fastened iZ" a.c. in the field of the roll Soffit +81.6„ -38.8 (+157] J (-46.1) PlyGem V'ariform Soffits EL24161.1 1J41' x 20 stainless etas! or ELCO Panelmate with minimum. pane Panels Less Hurricane Storm embedment 13J4" in concrete / masonry, Z iJz"" min.. edge ban 6' s an (+47) / (-58) panel MFG. 24 GAGE FL16293-R2 distance, i2'" o/c max. spacing. Can be headed screw or A R C H I T E C T$ 1 N. RONALD REAGAN BLVD. LONGw00D, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w Q w 0 ti U A ti q h SiTBDIV. 8e LOT: CREEKSIDE LOT #8 PROJECT# 04321. o00 MODEL 4EHB "2605-HAYDEN" GARAGE OWING: LEFT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT - STATE OFF RIDA r Y 0 18 ROL.AND A. ABOUCHACRA AR NO 93723 DA�'1'ET 11/07/17 SCALE: 1/4"=1'-0" SHEET NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PREFGRMED CONTROL JOINT- \ FLANGE OF CONTROL JOINTS TC BE WIRED TIED TO LATH a 5' O.C. MAX (VERT.). NOTE; DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ a/e' LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION ------- FASTENERS TO BE SPACED "1' O.C, MAX VERTICALLY 7 THICK, 3 COAT CEMENT PLASTER — WRB LAYER 02, FORTIFIBER BUILDNG PAPER — APPROVED METAL LATH FASTENED VV (VERTJ O.G. MAX AT SUPPOR75 — WRR LAYER 01, STUCCO WRAP — WOOD SHEATHING 1/lb' ZIP SHEATHING ITEM NNSTAIII.LED PER 1 }• TO }' LATH SHALL NOT GAP MIN BE CONTINUOUS V TO 5' 6' TO a' THROUGH CONTROL MIN JOINTS BUT SHALL MIN. BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING PER ASTM CI063 PLACED FLAT MAX. 6' TO 8' 71014 FROM CONTROL JOINT WHEN . CONTROL JOINT FALLS ON 1. FASTENERS FOR LATH TO BE NAILS i / STRUCTURAL STUD 57APLES IN COMPLIANCE W/ ASTM CI063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE / 3. BLOCKING SHOWN MAY BE IN ADDIT101� TO WALL STUDS REQUIRED PER PLAN / 0 "M" TYPE CONTROL JOINT OI. FOLD INWARD 0 PT. A OI. FOLD INWARD • FT. A 2. CREASE i PT. B FOLD e 45 t: 0t FOLD INWARD + ® I. FOLD NWARD A PT. A PT. A 2. CREASE � PT. B 2. CREASE 4 PT. B 3. GREASE • PT. G 3. CREASE a PT. C 4. FOLD PT. C OVER PT. 15 TILL PT. C TOUCHES BOTTOM FLANGE Fo� NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES SHMGLE ROOPING� DRIP EDGE: OVERLAP 3_ EXTEND 1/2' BELOW SHEA,HING, MECFIANICALLY FASTEN 4' O.G. MAX. BOTTOM FLANGE WATER TIGHT SEAL. FOLD, 122 N22 CUT. NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6" a VERTICAL LAPS (ROLL ENDS) 4 6" a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORT15ER SHEATHING TAPE / I'MN. LAP n METAL LATH LATH VERTICAL LAP TO BE I' METAL LATH WRB LAYER 01, STUCCO WRAP b' MIN PAPER LAP BELOW ONLY / WRB LAYER 02, FORTIFIBER BUILDING PAPER SCALE: ® KICKOOJT DETAIL THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) �WRB LAYER 02, FORTIP15ER DUILDING PAPER (FRAME ONLY) WRB LAYER 01, / 6TUCCO WRAP(FRAME ONLY) / LAP LAYERS OF BUILDING WRAP �OY£R MAILR4 FLANGE. STOP WRB APPROX. Oil ABOVE 61HIBJ-.+LE5 (FRAME ONLY) FRAME OR CMU . EXTERIOR \ ROOFNAALL SCREED 5x5 WALL FLASHING y� as c' KICK -OUT FLASHING (SEE z DETAIL) 6 �� FASCIA WRAP NOTE, INSTALL KICKCUT FLA5HING AT BOTTOM OF ROOF 4 WALL INTERSECTIONS WATER TIGHT SEAL (BEND OR SOLDER, DO NOT CUT> VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0,04"15-IN. (121-MM) WIRE At INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063 18.1. NOTE: FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK s ROOF CEMEN NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WRB LAYER 01, STUCCO WRAP WOOD SHEATI- OR 1/I6' ZIP SH SYSTEM (INSTAJ MANUF. SPECS.) WOOD STUDS SHEATHING OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) BUILDING — PAPER STUCCO PER 6' MIN. LAP LAP + LATH LAP w PAPER HORIZONTAL LATH & PAPER DETAIL )9 LT " N.T.S. 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) OR WOOD 5HEATHING OR CMU WR5 LATER 11, STUCCO WRAP (FRAME ONLY) 8" THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP LURE 4 TAPE OVER ROOF/WALL SCREED S"X5" "L" TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING,) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS F LAS I -I I ITT G 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER ° APPROVED HOUSE WRAP. I" OR LESS PIPE PENETRATION::::: CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE FLASHING STEP "1 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS — REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 3 A SECTION NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF STEP 02 SELF -ADHERING MEMBRANE FLASHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH 6"x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLA5HINfR TO EXTEND ONTO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE ' 3%' CONT. BEAD OF SEALANT —INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) PER SECTION R703.7 Exterior Whing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 106312A. NETATION DETAIL (FA,M) L END [:)RAINA E FLANE (LUR5 LA)' 1/ STUCCO LURAF) LU LAYEfR 02 (1=OfRTIF1 E 5U I LD INe F,4f=E R�) MFETAL LATE X X X X STUCCO La d. WOOS 6N ATHIN OR 1/1(0" ZIP SHEATHING 5Y5TEI-1 ( IN5TALLED PER 1'1ANUF, 5PEC5.) 5ELF—A[)�1F=51VE FL74514IN — — NOT: METAL LATd4: LATd4 TO 5E fEfR SECTION 1�iO3.i_1 / ATM G-a4l-09( MIN. 2.E� L 5. FER SQ. �'Af;�D (UTILITY OFR NOMINAL LATI4 DOES NOT MIEET SFECIFIC,4TION6) A R C H I T E C T S GaN i g n P inc- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.774.4078 www.abdesigngroup.com AA #: 0003325 F W W Chi W 0 F �0. U W A C�. A h ti SVBDIV. 8e LOT: CREEKSIDE LOT #8 PROJECT# 04321.000 MODEL• 4EHB "2605—HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATM- 11/07/17 SCALE: 1/4"=1'-0" SHEET WAIL NOTE. INSTALL 6' SELF -ADHERING: IF ZIP SHEATHING SYSTEM 15 MEMBRANE FLASHING OVER StUGCO INSTALLED, PLE,45E SEE TOP, 51DE(5) AND BOTTOM FINISH MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 51 WOOD CONSTRUCTION SEQUENCE OF FLASHING: TO 8E: OV 1 S 7/16' ZIP SHEATHING SYSTEM �11b' ZIP SHEATHING SYSTEM I- BOTTOM. 2. SIDES. 3. TOP11 '_ (INSTALLED PER MANUF. SPECS.) OR (INSTALLED PER MANUF. SPECS.) OR X: VENT CAP 15 TO BE SET IN BED S WOOD SHEATHING" WOOD SHEATHING I of SEALANT AT TOP AND WRB LAYER 01, SIDES ONLY. SEALANT 15 TO BE WRB LAYER 01, "" STUCCO WRAP TOOLED 50 45 70 DEFLECT FISER it WATER AWAY FROM JOINTS. WRB LAYER 02, FORTI r, STUCCO WRAF I ' PREMANUR DRYER }� BUILDING PAPER X. E-Z BEAD ALL AROUND iil.. I VENT -APPLY SEALANT ALL VENT GAP (5ET IN fx: WRB LAYER "2, FORTFIBER I METAL LATH f JOINTS AND INTERSECTIONS CONT. SEALANT) ` WONa W 0" 118' TEXTURED BACKER ROD I APPLY SEALANT AT PERIMETER OF BUILDCONSTRUCTION BUILDING PAPER FINISH OOD NON -MOVABLE FRAME AND STUCCO ON ALL 51DE5, Yd' CAULKING JOINT LANT FASTEN To WOOD Str IGTURAL log,: I f's $ 8' CMU MEMBER I" O.G. MAX -Yess. THICK, 3 COAT CEMENT ALL AROUND TO SIDES PER SECTION R703.7 FPLASTER WEEP SCRME-DWALL I Exterior lathing and plastering �#`•?; BACKER ROD I Exterior use of portland cement plaster shall comply with the application DRYER VENT (BLOC �/a" TO Yell MID—�L requirements of ASTM C 926-12A. WEEP SCREED a' I ; .•. 6' WIDE STRIP SELF X i s`' ADHESIVE FLASHING, GLEAN Installation of exterior lathing and framing ;`; shall comply with ASTM C 1063-12A. MASONRY BEFORE APPLYING I ro" SELF—ADHESIVE WRB LAYER "I, [ FLASHING 4 TEX7URED STUCCO WRAP 'I .x° WOOD FRAMED ,1 HOOPED VENT BUILDING PAPER X OVER "QUICK ' THICK, 3 COAT CEMENT FLASH' F_ - - -I WALL HORIZONTAL WEEP SCREED PLASTER _ METAL LATH _� HORIZONTAL WEEP SCREED FRAME TO FLOCK) WRB LAYER "2, FORTIFIBER WALL THROUGH / FRAME TO FRAME NOTE: BUILDING PAPER NOTE_ IF ZIP SHEATHING SYSTEM 15 WOP1� SHEATHING _ IF ZIP SHEATHINGx SYSTEM IS INSTALLED, INSTALLED, PLEASE SEE PLEASE SEE MANUFACTURERS MANUFACTURERS DRYER VENT ( FRAME) INSTALLATION PROCEDURES INSTALLATION PROCEDURES 6 5ELF ADHESIVE FLASHING (INSTALL 8 1/I6' ZIP 5HEATNING SYSTEM PER MANUF. SPECS.) (IN5TALLEP PER MANUF. 5PEC5J OR BUILDING PAPER WOOD SHEATHING UNDER 'QUICK FLASH' WRB LAYER "1. NOTES WRB LAYER "I, t STUCCO WRAP IF ZIP SHEATHING SYSTEM IS CUT OPENING IN STUCCO WRAP APPROVED HOUSEWRAP WRB LAYER 02, F [FIBER INSTALLED, PLEASE SEE FOR BOX INSTALLATION N BUILDING PAP MANUFACTURERS WooD INSTALLATION PROCEDURES CONSTUCTION CUT "X" INTO (� VENT PENETRATION WRB LAYER *], SELF -ADHERING X >. META TH 1 i SCALE: N.T.S. STUCCO WRAP MEMBRANE FLASHING [ H� vl cASINEA 4PPLY 5ELF-ADHERING<;. ^G RAIS 15 NO MEMBRANE FLASHING: Y "MI _WA 1 WOOD SHEATHING OVER BOX AND OVER EE GRE APPROVED WRB LAYER «1 b" WIDE STRIP SELF ADHESIVE FI-ASHING, CLEAN MASONRY E;EFORE APPLYING APPROVED —. FLASHING HOU6Eo RAP BELOW WR$ LAYER 01, ELEG. METER FIELD 1 � STUCCO WRAP STONE EER VERIFY LOCATION `ELEC. METER FIELD OVER S TCH COAT VERIFY LOCATION CUT SUCH THAT APPLY 6ID MIN SELF -ADHERING NO MEMERANE GRADE "D' FELT MEMBRANE FLASHING ENTERS UOX, OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE 5ELF-ADHERING O RIZ O NTAL WEEP SCR AND ONE (1) LAYER OF PAINT EDGE FLASHING OVER ROvED SEWRAP W./STONE VENEER METER WRB LAYER *2, FORTIFIBER (FRAME TO BLOCK) CAVITY TO BE FILLED ST $UILDING PAPER �T�� WITH RIGPOLYMERIC ID LE ISOCYANOTE—POLYBLEND FOAM ("GREAT STUFF" OR SIMILAR) DRAINAGE PLANE (UJR� APPLY A SILICON ELASTOMERIc 54SE SEALANT AT POINT COATING OVER LAYER #1, STUCCO UJRAP) THAT ELEC. WIRE PENETRATES STUCCO/ C.V. FINISH APPLY E-Z BEAD ° . ° . ° . ° (SEE TYPICAL WALL �R� LAYER #2 (FORTIF15ER — - — - — • — — OVER I' MIN °° "' ' °° SECTION) BUILDING PAPERS AREA TO RECEIVE GRADE D ° METAL LATH STUCCO SCRATCH COAT EALANT AT ALL ° • . ° ° °. °. ° METAL LATH X—XX—X 4 1 COAT OF PAINT W/BACK— JOINTS AND ° ° . o ROLL PRIOR TO INTERSECTIONS ;° °., °° °.°.°.° STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD SHEATH4ING METER CAN OR METER CAN OR 7/16" ZIP SHEATHING SYSTEM C01" 150 OR METER CAN AND ( INSTALLED PER MANUF. SPECS.) DISCONNECT SELF-ADHESIVE FLASHING - - - - - &T F #5 5 T E F � NOTE: METAL LATH: LATH TO BE PER 5€CTION ELECTRICAL CONDUIT � ELECTRICAL RECEPTACLE R7O3.i.1 / ASTM C-847-09, MIN. 2.5 L85. 8 PENETRATION PER 60. YARD (UTILITY OR NOi"IINAL LATH DOES NOT i" EET 5P€C1F1(f,ATION6) A R C N I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngro up.com AA #: 0003325 W Ell W o ti U W �1 A 2 SvBDIV. ec LOT: CREEKSIDE LOT #8 PROJECT: 04321.000 MODEL• 4EHB "2605-HAYDEN" G AsRAGI:E SWINGE: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 11 /07 /17 SCALE: 1/4"=f-0" EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL N - WEATHER RESISTIVE USJTR S LAYER UCCO WRAP -FLOOR DECKING E ; % I BARRIER 41 WOOD WRB LAYER 02, F-ORTIF15ER 3' X 3" 26 G ALV. I. WEATHER RESISTIVE PR G'p TRUSS FINISH LAYER (2 LAYER WOOD BUILDING PAPER EL 4 STICK) SETIMETAL DRIP GE _ BARRIER "2 SET IN FUL D OF ' THICK, 3 COAT GEMEN WEATHER ISTIvE i 6' SAP. 3/d HAT CHANNEL PEEL 4 " "� SEALANT MIN. i W/`'/s' TYPE "X' DR L \\ PLASTER B IER 01 5 K DRIP SPACE DRIP ` `�.� PEEL 4 STICK 6' SAP. m TOP OF WE CREED WEATHER RE IVE ED TO ` FACE TREX I Xa'x3" 'L' FLASHING TO SHEATHING BEHI EEP SCREED BARRIFULLY a2 z DE f' N ROOFCEMENT DD \`* 4" IT[ �' THICK, 3 COAT GEM V RIES \ WOOD SHEATHING u�F� SCREEf� PLASTER �� I )�' X 3' 26 GA. GALV. Y AP FOR BACKER KIIIIIII� METAL DRIP EDGE * METAL LATH a I D 4 SEALANT Ya• GAP FOR BACKER WRB LAYER I, SET IN FULL $ED OF STUCCO WRAP WOOD/(TRE FILLER, SIMULATED SPACEPROMDRIP � WOOD SHEATHING %� %§ THICK, 3 COAT CEMENT '' VINYL CASING BEAD ROD 4 SEALANT ' �� CONTINUOUS ; � FACE TO TREX WEATHE ESISrfVE PLASTER 5 L HEREING WATER PROOFI Ist \ WEATHER RESISTIVE VINYL CASING BEAD ` BA RIE "1 AP'166-WFWC-780 CUSTOM CAS( i � F S G WRAPPED LAYER (2 LAYE EL 4 BARRIER •1 \ WE ER RESISTIVE EXTERIOR GRADE ;? P OF WEEP SCREED STICK) WRAPPED M • ' B BIER 02 PRY WALL --- WEATHER LIVE WATER PROOFING let : ; XTERIOR COLUMN TO SHEATHING BELOW -C BARRIE "2 LAYER l2 LAYER PEEL Kam- o�m CA TILEV DECK T . aAwF COLUMN SHEATHING M " THICK, 3 COAT CEMENT CANTILEVER u'AKT1OR�"K"TM 4 STICK) WR$ LAYER I, � STUCCO WRAP 4' POSITIVE DRAIN PLASTER 6" PEEL 4 STICK s WEEP SCREED DECK ME ANE, VINYL CORNER BEAD DRIP EDGE TO DECK ' EXTEND VER DRIP PEEL 4 ICK 6 SAP, WRB LAYER *2, FORTIFf$ER N A N FI L VINYL CA61NG BEAD SUB FLOOR EDGE ` • 1 N2'x3' 'L' FLASHING BUILDING PAPER (SH R G IFICATION OF ®® 3' X A. G V. SUB FLOOR FULLY EMBEDDED IN ------ ----- R TE SORIES ONLY) s ME ROOF CEMENT r ----------------------------------------- ..- -_---_ � FULL OF` 6' SELF-ADHEREING s I SE Ya" IN. METAL DRIP EDGE � ` *"•• - - I � XI /a P.T. OR 51MULA r 1 Ya X 3 26 GA GALV FLASHING WRAPPED CE F OM DRIP _ - - - SET IN FULL BED OF - W "I, WOOD (TREX) FILLER, I 'X1 X2' P.T. O IMULA \ CORNER OF GANTILE`✓ER CONTINUOUS SEALANT,),+" MN FACE T TREX 5tUC P '� � .�' S1TIvE DRAIN �. �' • VIM A51NG BEAD D CTRE ILLER, SPACE FROM DRIP AMICO AM66- G-l8 �� WE C Ya' GAP FOR BAC I "` ONTINUOU i `e ; ,,'FACE to TREX CUSTOM CASING EA `.1%\ I ATER PROOFING lot a AP F SEALANT VINYL CASING BEAM ROD 4 SEALANT ' FIN15H LAYER ( AYER AYER C2 LAYER PEEL 4 O B ER ROD. - PEEL 4 STICK) TICK) WRAPPED FROM WATER PROOFING lot T-N J T 3/4 RESILIEN LGONY DECK TO MOD 92+ LAYER (2 LAYER FEEL 4 O A I 0 CANTILEVER JL) 1 HAT CHANN � TILEVER 3/4 SILIENT STICK) WRAPPED FROM (SHOWN CLARIFICATION OF NOTE: E VINYL CASfN I e CK, 3 COAT CEMENT H HANNEL BALCONY PECK 70 SEPA E ACCESSORIES ONLY) IF ZIP SHEATHING SY5 15 L FL ER IN CASINGBEADCANTILEVER CASING BEAD INSTALLED, PLEASE 5E META ATH "THICK, 3 COAT CEMENT MANUFACTURERS 5/8" TYPE "X. R AL j WOOD ATHING ASTER 1 DTL. c� CANT. WEATHEBARRIER E515TIVE INSTALLATION PROCEDURE W/TEXTURE PAI ED 5/S PE X DRYWALL M L LATH FINISH BARRIER W TURED $PAINTED SCALE: 11/2'-V-0' WEATHER 15TIVE SH WO SHEATHING I THICK OAT G ENT BARRIERoITI E IN 4° O AIN DfRAINAGE FLANE CLUR5 PLEAT WEEP 5CREED PLASTER3 GOAT CEMENTWEEP .5 NOTE, VINY BEA LAYER 01, STUCCO LURAF) (S OW IN FIEOF 1" 1ETAL LATH: LATI4 TO 5E FER SECT ION VIN G IN A (5 GAP IN FIELD VINYL CORNER BEAD SENORA FOR CL FICA S O L CSHOU.IN FOR CLARIFICATION OF VINYL CASING BEAD `SEPARATE AGGE RIES ONLY R703.1.1 / A5T�l C-a-47-0c3/ 1'�11N. 2.5 L56. LUR5 LAYER #2 C1=0RTIF15ER —.— — — — SEPARATE ACCE55ORIE5 ONLY) F'E �Q. Y,� D �UTILITi OR NOMINAL FAFER) BALCONY DRIP BALCONY DRIP A DGE INSTALLATION 11C EDGE INSTALLATION C9) COL N LAT14 DOES NOT 1-IEET V=ECIPIGATIONS) METAL LATI4 x x x x (W/"L" FLASHING) SCALE- NTS NOTE: WOOD CONSTRUCTION STUCCO E 1 4 WOOD SHEATHING NOTE: IF ZIP SHEAt ING 6Y5T E 15 IF ZIP SHEATHING SYSTEM 15 INSTALLED, P EASE E INSTALLED, PLEASE SEE MANU ACTU R5 WEATHER RESISTIVE 2x FRAMING MEMBER WRE3 LAYER *1, `-'; MANUFACTURERS INSTALLATION PROCEDURES INST` tl0 PROCE RE5 �'. BARRIER UJ®OD 5I—IEATN INCH STucco WRAP 3/4 RESILIENT f. WEAT R 515 OR -1/16" ZIP SHEATHING SYSTEM '- HAT CHANNEL ; ' -8 RI °2 (INSTALLED PER MANU1=. SPECS.) TN ICK, 3 COAT CEMENT WOOD SHEATHING Y CASING BEAD i' SEL� - �I� NE S I YE FLA Si-i INCH — — — — PLASTER WRB LAYER 02, FORTIF15ER �- 4' T E 3 COAT CEMENT BUILDING PAPER " CORNER BEAD a , . -- ` " F,46TENED TO SHEATHING ! R P 8/8' TYPE 'X" WALL ETA LATH =� ! STUCCO WRAP WRB LAYER W/TEXTJRED 4 P D METAL LATH WOOD SHEATHING = -I" O.G. MAX.;..;fi I ! FINISH OR 7n6• ZIP IE AT HI sY9TeM �x • CV ! aNBTALI.eD PeRM p. sPece.) I ! WRB LAYER '�2, 1=0RT11=18ER J" THICK, 3 Go MEN yI (2) 2x12 HEADER' THICK, 3 GOAT CEMENT ! , 11 PLASTER ; I ; BUILDING PAPER PLASTER x I WRB LAYER 1*1, 6"SELF-ADI-IERING � i ; METAL LATH I r 4 POSITIVE DRAIN i ! ^v I I YL C N I WEEP SCREED STUCCO WRAP FLASHING : °" WOOD SHEATHING `'1.,(EXPLODED 8" THICK, 3 COAT CEMENT VIN` G BEAD A I i , VIEW FOR PLASTER (SHOWN F ARIFICATION OF I ! `;.'i I CLARITY) MPARATE A CRIES ONLY) METAL LA -I•'{ 1 DRIP CAP DRIP EDGE �. WRB LAYER 1*2, rORTIF15ER INSTALLATION - -= BUILDING PAPEf� WINDOW FLANGE D .,• C��ER �EAD � �RAME WRBL YER«l, NOTE: STUCC1K, WRAP IF ZIP 5HE THING 5 S EM IS WOOD CONSTRUCITON 14- A a' INSTALLED, PLEAS SEE ��11 f \ MANUFACTURERS INSTALLATION PRO E URES WEATHER RESISTIVE , 2 I/2 W%'B LAYER °12, i=ORTIFI$ER • ' i i ',, BARRIER'1 +�� CORNER BEAD WEATHER RESISTIVE1. (FASTENER 8 SPACING �" O.C.)$UILDING PAPER BARRIER 02 = k METAL LATH i VINYL CASING BEAD THICK, 3 COAT CEMENT PLASTER N THICK, 3 COAT CEMENT PLASTER ; 5/6" TYPE 'X" DRYWALL METAL LATH W/TEXTURED 4 PAINTED ; FINISH :�ij>iTAMsYsr£r (o'SELF-ADI-IERfNC ° /' r T ANLF.5PECO.) CMU FLASHING J' THICK, 3 COAT CEMENT PLASTER z VINYL CORP. 4' V THICK, 3 COAT CEMENT VINYL CORNER BEAD PLASTER APPLIED DRIP .. POSITIVE DRAIN WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1 �¶ B CORNER BEAD k B LCa C ]� 15 B CASING BEAD @) WINDOW 11 DRIP EDGE INSTALLATION L� (FRAME, NO BAND A R C H IT E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W 1, U W 0 F A q ti SUBDIV. 8e LOT: CREEKSIDE LOT #8 PROJECT# 04321.000 MODEL:• 4EHB "2605—HAYDEN" OARAOE 9WINO: LEFT P.&GE: WALL ASSEMBLY DETAILS 166 MPH EXP. C mv ARCHITECT: STATE OF FLORIDA F ROLAND A. ACRA AR NO 93 3 DAATE:T " 11 07 17 S'ICA .X: 1/4"=1'-0" SHEET U U A3 NOTE. IF ZIP SHEATHING SYSTEM IS -`"..<-------------------------------------------------------- ---------------------- W D 5HEATHING INSTALLED, PLEASE SEE CASINAG BEAD PLASTERPLASTER COAT C NT - ' " THICK, 3 COAT CEMENT LANT PLASTER MANUFACTURERS IX TR EMBER TO TRIM METAL LATH i METAL LATH INSTALLATION PROCEDURES gTUCC WRB L ER *I, WR5 FORTIFIBER STUGG Ai= WOOD SHEATHI SIDING TRA ION BU PA ' 1 a I I SIDING Op 5N tH G WRB LAYER FORTIFIBER i �z , °• BUILDING: PA i I WIII �^ Y 1 RB LA E 1, ege••u4�wyea.le I WINDOW FRAME STUCCO AP METAL LATH I t I. .......................................................... A R RTIF BER WRB LAYER I, WR B L AYE R «1, P P R " W THICK, 3 COAT CEME RS ER *2, FORTIFIBER STUCCO WRAP PLASTER ? i BU ING PAPER STUCCO WRAP - A IN IN A51NG BEAD .______---®- ----- (W/3/s' FLEX LE PVC KER ROD) ' /o"SELF-ADHERING-IERINC� AL. f•.AT FLASHING 6" SEL HERE ING VINYL ANGLED i� ` (EXPLODE 8 THI 3 OA CEMENT FLASHING PEEL 4 STIGK CASING BEAD VIEW FO P STER SIDING LAYER «I, CCO WRAP, j CLARIT SIDING TO S TU I WRAPPED AR D FRAMING CASING BEAD - MEl"IBER 6' SELF A SIVE FLASHING DRIP GAP _ (CROSS SECTION) I I "`. I WOOD S ATHING WINDOW FLANGE \ 5TUCC "j 2X FRAMING `\\ \ VI D ! "K \ WOOD CONSTRUCTION MEMBER TAIL LOW EXPLODED BEYOND ING E Y WOOD SHEATHING I \ CLARITY THER RESISTIvE WRB LAYIER «2, F TIF15ER IER 61 BUILDINCs PAPER BARRI WEA ESI5TIVE AREINGMETAL LT-vAL ------------- ,`C------------------------------------ ------ " -------------------------- DHERING THICK, 3 COAT CEMENT" THICK, 3 CAT CMENT FLASHING RE515TIvES )/4GAP P PLASTER ., ' - �,� � I �\ 1, BARRIER*1 CASING EAD P STER ` \ STARTER STRIP / WEATHER RESISTNE ; BARRIER SEALANT TO OW MET LATH �i"SELF-AD�4ERING ` �r �J \ FLASHING + t DO NOT CAULK ale I I \ •j W $ELF -ADHERING `y i SEAL OI'ENIN3 / FLASHING \ ME — \ GALVD METAL 1 FFLASHIINGTA.- i B LAYER 02, FORTIFIBER DRIP CAP 'Z' FLA5HING DONOTTCCAUL OR UILDING PAPER I y' X &' 51IM Mai ED - - WINDOW FRAME WINDOW FLANGE ; D 5HEATHING CASING BEAD @) WINDOW / IY; "SIMULATED a WOO MEMBER (FRAME, W/BAND) . as \ 6EAL GA AULKING I ;: ;. .-- �'• / OR AF'F'RO AL ANT I + �� ~ � 15CI I \ STUCCO CA51NG / BEAD SIDING TO STUCCO WRS LAYER NOTE:@ BLOCK TO FRAME i STUCCO WRA IF ZIP SHEATHING SYSTEM IS TRANSITION WOOD SHEATHING INSTALLED, PLEASE SEE 1� 6" WIDE PEEL s 5 K MANUFACTURERS I OVER FLANGE INSTALLATION PROCEDURES IN:,) O LANGE I METAL LATH NOTE: I E-Z BEAD VINYL CAST METAL LATH: LATH TO BE PER SECTION j FRAMING (W/3/a" FLEXIBLE PVC BA ER ROD) I R-103.1.1 / ASTM C-847-OcJ, MIN. 2.� L55. 2X MEMBER WRB LATER *01, T�INi PER SO. YARD (UTILITY OR NOMINAL \ *APPLY FULL BED OF SEALANT BE EN STUCCO WRAP \ FLANGE B BUILDING WRAP LATH DOES NOT MEET SPECIFICATIONS) BUILDING j WRB LAYER #2, FORTIFIBER ;- - WRAP BUILD ING PAPER ile ' WOOD coNsrRucrloN ------------------------------------------------------ BEYOND 6'SELF-ADHERINGW�p� L,4�'�/ FLASHING THICK, 3 COAT CEMENT i III / D SHEATHING I ' i ' �TUCC® 4tJ#� W R REs1sTIvE / / i 1 a PLASTER BA "I i% \ BARRE T TI P ppp—�� AT � WIN T CASING � i i WEATHER STIvE I i I 6' BODE P T/ g) I N D �,� ` rr A S I N G I BARRIER "2 / / ASHING ¶ �7 �( 1� . ; Wf;R5 LAB Tl=- 2 1*2, f0fRTIFIf5E ' � P G i JIIIIL l 4ry EATHER " TIVE VINYL ANGLED ! tau f L ®f N � � W SELF -ADHERING 1 � RRI R I FLASHING �� / WEAT R RESISTIVE CASING14 BEAD 1 I t� IETAL LAT�4 STARTER STRIP VINYL CASING BEAD G VD METAL I '__ _ DO NOT CAULK OR ' 'Z' FLASHING SEAL OPENING � p0 NOT CAULK OR f ('`xPLODED 811 TRIG</ 3 C0�T CEt%1ENT \ �/ 6EALOPENING GALVD METAL ATHER RESISTIVE �j �j �T VIEW 'FOR I LA5TE� "Z' FLASHING /� ERRIER 01 TO LAP LEGEND � G E JL Y D CLARITY) 1 Y4' X 6' SIMULATED) r O A5H NG OP WOOD TRIM MEMBER _ E-Z BEAD vINYL CASING (01 SIMULATED DRAINAGE PLANE (WRB 1: Bll KER BACKER ROD) SE LE PvC " \ // I RIM MEMBER HERIi3 LAYER 01, STUCCO WRAP) W $ELF -ADHERING I I j FLASHI FLASHING \ I WRB LAYER *2 (FORTIFISER lNGa' THICK, PLAO \`� ::' ORAL GAP APPROVED I NT BUILDING PAPER) WFATBAAT RRE STIVE LATHER RESISTNE CASING BEAD AI E D BARRIER "I METAL LATH x-x-x-x R RESI5 IvE E-Z BEAD AMYL CASING IER r2 (WA/6' FLEXIBLE PvC BACKER ROD) STUCCO1:1•.. .••.:. BAND (FBAME) I IN TO STUCCO WEATHER RESISTIVE 7 BARRIER "2 SCALE: 1 1/2'=1'-0" AME TO FRAME WOOD SHEATHING OR 7/1(0' ZIP SHEATHING SYSTEM TRANSITION (INSTALLED PER MANUF. SPECS.J 19 SELF-ADHESIVE FLASHING — — — A R C H IT E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 h w w U W 4 a w q A SUHtDIV. Be LOT: CREEKSIDE LOT #8 PROJECT# 04321.000 MODEL: 4EHB "2605— HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 11 /07 /17 SCALE: 1/4"=V-0" 1 SHEET WA4 Cal V� t --"•' CUT HOU AT 45' 4 MODIFIE IN HOUSE LINE OF O'ENING APPRC�, OVER N u.D STUC INSTALL 6' SELF-ADHE FLASHING C NAILING FLU JAMBS EXTEND FL I' BELOW S FLEX15LE f DO NOT BE FIN EMPORARILY OLD -UP 6 SEC OUSEWRAP(0 UCK FLAP UND t HEAD FOLD HOUSEWf IN AT JAMBS t SLOPE SILL R. NSTALL 6' SELF-ADHE FLASHING C VINYL HEAT FLASHING ( DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING i' E3EYOND Ji FLASHING NSTALL YIP IAP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS Ti- FLASHING AT THE APPLY 3W NOM.— :ONTINUOUS BEAD )F SEALANT AT IAM56 AND HEAD of APPLY TO IBACK OF JNDOW NAILING 'L,04E IN LINE W/ >RE-"CHED 40LE6 OR SLOTS. STEP 4 FOLD DOU.N DIAGC ACRO: WINDO JIDE ADHESIVE EXIESLE FLASHINt VER DRIP CAP 'ECTO-WRAP EQUIV) IND'U" W FLASHING INfrALLA IC)'N 1-�)ErAIL S (FULL W�AP) SCALE: NT& NOTE: IF ZIP SbEATbING 16 IN�&TALLED, PLEASE SEE MANUFACTUR€fRS INeT4LLATION INSTALL WINDOW PLUMB, LEVEL AND SQUARE PE MANUFACTURERe WRITTEN INSTRUCTIONS Y 4NE NG 71NT NOTE: I. IT IS THE CONTACTORS RESPONSIE31LTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HCUSEWRAP, SEALANTS t SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMB TO BILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE; REPAIR SCHEME SHOWN SHALL 5E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: REAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H IT E C T S Design Group ,„c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407.774-4078 www.a bd es ig n g ro u p, co m AA #: 0003325 610 Ems. W Ul � I O 0 yh K U A A CF ti SUBDIV. 8e LOT: CREEKSIDE LOT #8 PROJECT# 04321.000 UODEL: 4EHB "2605-HAYDEN" GARAGE £3WING: LEFT PAGE: WALL AS S EMFLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHIT") ECT STATE OF FLORIDA DATE: 1./07/17 SCALE: 1/4"=1'-0" I } 2x(o SUB -BAND W/1 "x4" NOTCH END, WRAPPED IN PFFL 8 STICK DRIP EDGE 1/5" TEXTURED FINISH e WOOD 1/2" TEXTURED FINISH -a CMU METAL FA 1� 4� I� I� axe sue I ! 1 1 METAL FASCIA � O WRAP Ya" FROM STUCCO, 1" FROM 1 WOOD WALL EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2X6 6U5 BAND ONLY ROOF KICK OUT REMOVED \\ FOR CLARITY \ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL �\ \`NOT INTO STUCCO) 11/5" TEXTURED FINISH 14 WOOD, 1/2' TEXTURED FINISH e CMU 2x(o 5U5-514ND W/1"x4" NOTCH e END, WRAPPED IN PEEL 4 STICK ®ELEVATION METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL "f/a' TEXTURED FIN15H A WOOD, 1/2" TEXTURED FIN15H -a CMU METAL LATH WOOD SHEATHING OR CMU WRE3 LAYER #I, STUCCO WRAF°(FRAME ONLY) WRB LAYER 112, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP 5HEATHING 51'5TEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO 5E CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FIN15H 2"x4"x4'-O" SCABBED TO TRUSS W/12d NAILS 6"-5" O.G. MAX. 2x 5U5-5AND W/ly"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL BAND DETAIL Ca) WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" 45OVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2"x4" NOTCH -a END, WRAPPED IN PEEL 4 STICK *ROO1 CEMENT -a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x 5U5-54ND W/ /2"x4" NOTCH tD END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY A R C N I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w w D w 0 ti a U W A A SUBDIV. & LOT: CREEKSIDE LOT #8 PROJECT# 04321. 000 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C DATA 11/07/"17 SCALE: 1/4"-1'-O" SHEET VV Ao