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HomeMy WebLinkAboutBUILDING 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 THE 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. B DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN BITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN ROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF ONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN ENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION ASED ON THE DRAWING SET. y .d,.11l 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS -FLORIDA BUILDING CODE RESIDENTIAL ABV. ABOVE LAV. 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 M Mn. MOUNTED METAL • OCCUPANCY - 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. BAD. 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 SM, SIMILAR EXT, EXTERIOR SL. SLIDING F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD 15T FLR. LIVING 1104 SQ. FT. FIN, FINISH SWS SHEAR WALL SECTION FLR. FLOOR 2ND FLR. LIVING 1501 SQ. FT. FLUOR. FLUORESCENT SC SOLID CORE DR FRENCH DOOR TEMP. TEMPERED GLASS TOTAL LIVING 2605 SQ. FT. FTG. FOOTING FOOT THK. THICK GARAGE 43't SQ. FT. GA. GAUGE T.O.C. TOP OF CURB LANAI 60 SQ. FT. GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB PORCH Ill SQ. FT. G.F.I. GROUND —FAULT CIRCUIT TYP- TYPICAL INTERRUPTER U.N.D. UNLESS NOTED TOTAL 3233 SQ. FT. GL. GLASS OTHERWISE GYP, BD. GYPSUM BOARD V.P. VAPOR PROOF A/C VOLUME 21691.2 CU. FT. H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WOW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION ALL MIWUFAMMI S LASLfS 8HOMN9 U FACTORS AND SHGO COMPLIANOE WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED D eAS-cp1:Rc, OR ATTACHMENTS c RESPONS1910 Of THE -n,Nfj i? O¢REcORD MAY SE SAE6SN Y ICI�Crlatim l }y Iar r ppMpLY W TTH A►t APp1JMIrMLL f 3d®iOr INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN TERM ITETREA,T;004'o "L-'!''JH1ED PG 1A-DOWEL PLAN FIRST FLOOR PG IB-LINTEL SCHEDULE FIRST FLOOR SCANNED PG 1BA-SAFE LOAD TABLES BY PG 2 -FIRST FLOOR PLAN STLUCIECOUNTY PG 3 -SECOND FLOOR PLAN PG 4D-FRONT & REAR ELEVATIONS 1 T/Z c;oto S'rj PG 5D-LEFT & RIGHT ELEVATIONS `$T LucIE co �rY HI iI n�c n� Tc ,� REVIE11 ED PG 6-FRAMING PLAN FOR N E / REVIEIvE BY PG 7D-ROOF FRAMING PLAN DATE p PG 7.1-CONNECTOR SCHEDULE rLAi\s P 1TIT NfUST BE REPT ON PG 8- FIRST FLOOR ELECTRICAL PLAN aR -NO INSPECTION WILL DENUDE. PG 9- SECOND FLOOR ELECTRICAL PLAN PG 10- FIRST FLOOR HVAC PLAN PG 11- SECOND FLOOR HVAC PLAN PG D1-MONOLOTHIC FOUNDATION DETAILS/SECTIONS PG D2-MONOLOTHIC I -STORY WALL SECTIONS & NOTES PG D3-MONOLOTHIC 2-STORY WALL SECTIONS & NOTES PG D4-MISC. DETAILS PG D5-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS WINDOW FLASHING PG WA6-WALL ASSEMBLY DETAILS SUB BAND A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7 74.4078 www.abdesigngroup.com AA #: 0003325 W W V W O N U A A h ti SUBDIV. de Lo CREEKSIDE LOT #133 PROJECT* MODEL6 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: COVER PAGE 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA i� DATA: 10/20/17 SCALE: 1/4"-1'-0" SHEET c i GENERAL NOTES 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. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PS 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) IL CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=160 MPH, VASD=124 MPH II. EXPOSURE CATEGORY C III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS t0.18 V. RISK CATEGORY 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 SHA(-L 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 ARCHITECTIENGINEER 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 ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC UNLE� S SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER 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 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 DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017). 3. PER FBCR 6TH EDITION (2017) R30252: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 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 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. 6. 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. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROS ION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE %`. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKRI-LING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6, ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W. D. TRUSS PLATE INSTITUTE: 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 7/16" OSB EXPOSURE-1 OR 1 /2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 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 C90-11b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN Y, INCH AND NOT MORE THAN 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 R606.2.11.OF THE FBCR 6TH EDITION (2017). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/ORVERTICAL 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, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM Al85. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PERSEC71ON R506.2.4 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 1',/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1, 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 ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L240. 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 SIMP80N 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 WllWI ECTION 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'/" AMAFLEX. 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 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 74" 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,12" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2, STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la & ASTM-C1063-12a. 3. LATH & ACCESORI ES 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-Cl 063-11AAND 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 12" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 12/19/17 R A R C N IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750m40PH: 407-7778 FAX: 407.774.407 www.abdesigngroup. AA #: 0003325 F w w w w q ti SU13DM da LOT: CREEKSIDE LOT #133 PROJECT# 04321.000 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING#: RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAY 081,14 pp• 10/20/17 SCALE:1/4"=1' O" SHEET N 0 vve O C' p� A R C H IT EC T$ I N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Aq W W 0 W 0 ti tj U 1 A F A Eti SUBDIV. de LOT: CREEKSIDE LOT #133 PROJECT# 04321.000 idODEL 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FOUNDA 10N PLAN 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA r n A 0 10 /20 /17 SCALE: 1/4"=1'—O" SHEET I - le_ opY A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W w U w O yh W U W A A Eti SUBDM ae LOT: CREEKSIDE LOT #133 PROJECT# 04321.000 A[ODEI: 4EHB "2605-HAYDEN" C�ARAGiE SWING: RIGHT PAGE; DOWEL PLAN 160 MPH EXP. C DATE: 10/20/17 SCALE: 1/4"=1'-0" 1 SHEET I A File Copy I I ------------- i I LANAI I I I I o I 4a0�n8 S.G.P. I (2) 3052-6N 3G52 SS I i DINING LIVING ROOM ROOM BEDROOM2 8'-8" GLCa. 8'-8' CLCz. 8'-8" CLCa. n I II I I I I -- — — — — —— I I I I II OI BATH #2 O I I I II , I IIIIIII I o I I I I I I I I I I KITCHEN I I I ��° J I oI Q LL _J I� I I I II GARAGE a'-aLc i FOYER e'-a" CLG. 8'-8' GLCx. II II I I I (2) 3052-aH It 3068 W/ 10" TRANS. S I L— 2 Vo' -0'X7' -0 "0A D. PORCH I a'-8' CLc. ------------------- -- ----------- ------ L-1 LINTEL S C H E U LE NOTi=: TI--4E LINTELS MAY BE SU85TITUTi=D WITH LINTELS FROM ANOT4-4ER 1"IANUFACTUfRER AS LONG AS TI•-4E LINTELS 4RE OF EQUIVALENT OR (-*REATER CAPACITY T",4N r4-4E VALUES STATE D -- LINTEL SCHEDULE CAST�RETE LINTEL Li=NCaTI-4 TYPE COMMENTS No. L I 17'-4' SP28-IB/1T FRESTR�SSEp L z aFe-IBnr V� RnTTnM a�_ - L 3 SFI6-IB/1T L 4 L 5 SF16-fDB/IT EsF24-1B/IT A R C H I T E C T S 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 ti A R C H I T E C T S 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 ti w w w 4 ti a U W A ti A ti sv$D=v� w CREEKSIDE LOT #133 PROJECT* 04321.000 MODEL• 4EHB "2605—HAYDEIV" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE 160 MPH EXP. C DATE: : 10/20/17 SCALE: 1 /4"= "1' - 0"ID SHEET SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY TYPE LENGTH 8U8 8F8-DB 8F12-OB 8F16-OB 8F20-0B 8F24-OB 8F28-OB 8F32-OB 8F8-1B 8F12-1B 8F16-1B 81`20-1B 8F24-1B 8F28-1B 81`32-1B 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 7526 9004 1 10472 9668 5'-4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 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 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 A56 482 802 1125 915 1122 1328 1535 658 1025 1514 1 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 3185 3765 164" (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 NR 310 530 950 1400 1800 2200 2600 19'-4" (232") PRESTRESSED N. R. NR NR NR NR NR NR NR 240 1 400 750 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 40AZT-111CRe" UPLIFT LATERAL TYPE LENGTH 8F8-1T F12-1T 8F16-1T 8F20-1T 8F24-IT 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 1 3920 4549 5'-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 1 2192 2703 3216 3732 7'-6" (90") PRECAST 959* 912 1475 1914 2354 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 1 U-6" (126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'4' (136") PRECAST 666* 439 696 899 1104 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 286 360 548 378 629 922 1254 1567 1816 14'-8" (176'� PRESTRESSED 243 295 459 591 724 857 990 N. R. 357 243 352 582 852 1156 1491 1742 16-4" (184") PRESTRESSED 228 278 430 553 677 801 925 N. R. 327 228 329 542 791 1072 1381 1676 1 T-4" (20$") 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 1 493 568 N. R. 161 137 205 322 457 607 771 947 24-0" (286PRESTRESSED 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 4^3T4^4" GRAVITY TYPE LENGTH 8RU6 8RF6-OB 8RF10-0B 8RF14-OB 8RF18-06 8RF22-OB 8RF26-OB 8RF30,OB 8RF6-1B 8RF10.113 8RF14-18 8RF18-1B SRF22-16 8RF26-113 8RF30.16 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 5'-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 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 UPLIFT LATERAL TYPE LENGTH 8RF6-1T 8RF10.1T 8RF14-IT 8RF18-1T 8RF22-IT 8RF26-1T 8RF30.1T SRU6 8RF6 8RF6-2T 8RF10-2T 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 1 1455 2240 3036 3837 1 4643 5453 5'-8" (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 1987 2509 3035 3563 7'-6" {90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3157 9'-8" (116") PRECAST 533* 433 808 1123 1413 1704 1995 614 533 527 1009 1369 1728 1 2088 J516 2450 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED 8F16-1 NOMINAL WIDTH J NOMINAL HEIGHT QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY B/1 T L QUANTITY OF #5 REBAR AT TOP *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR u tea~ ci v ULU Q = Q a� a' a a z p z a a 75/8"ACTUAL 8" NOMINAL WIDTH - #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. ROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY 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. Concrete 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. minimum 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 L/180. addional reinforced mason above the recast lintel. iY P 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. 7. The designer may evaluate concentrated loads from the safe load tables by 7. 7/32 wire per ASTM A510. p 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 r ACI 318 and ACI 530 9 g y 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 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 U W 4 U A ti a ti SUBMV, dtc LOOT: CREEKSIDE LOT #133 PRQJECT# 04321.000 M03DEL• 4EHB "2605-HAYDEN" GAFtACAE OWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA ROLAND A. A OUCHACRA AR NO 93723 n,p 10/20/17 SCALE: 1/4"= l' - 0" J� COWONENT AND CLADDING WIND LOADS BASIC WIND BXPOSURE FOR 3 SECOND GUSTS OKHNGS SOUARE ZONE 160 MPH WIND NO REMARKS AND TYPE FOOTAGE 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 8010 O.H.D. 56 5 30/-38 160-10 O.H.D. 112 5 29/-35 SOFFIT N/A 5 3110/-38.8 -t IF ROOF TILE N/A 3 -5a.23.29 APPL(CASLE BASIC WIND SPEED MPH = 160 777INTERNAL PRESSURE COEFFICENT = t 0.16 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. PRE-ENG TRU55 PGUBLE TOP PLATE Coll STIR1 ColCRlG MID W4LL 8P4732' O.C. MAX 7z IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 32' O.C. MAX 2x STUDS • I6' O.C. MAX, U.ON. I' T A G SUBFLOOR GLUED AND SCREWED AS FER FASTNER SCHEDULE PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE �� 2x STUDS • V O.C. MAX, UDAL 2x COINTINOU5 STRESS SECURE EST, PLATE TO STUD W/ BLOCKING MID WALL SIMPSON SP4 *32' O.C. MAX 9ECURE ST. PLATE TO SLAB W/ }'x9' ANCHOR 801-T W/ 2' WASHER I' EMBED. MIN. m 32' HEIGHT OF GARAGE OD. MAX, EPDXY NOT VARIES WITH SLOPE REQUIRED FOR EXPANSION m BOLTS w SMP808 SP4 G 32, O.C. MAX ° -. • ° /]-4' CONC. REINFORCED W/ WXW WIAXWI.4 Z I If+ mm 41Y "" L-f.Vl'IrAL IGV C L FILL. TERMITE TREATMENT TO BE 4' 4' BORA-CARE APPLIED AT FRAMING. f2) 5 REBAR ON CHAIRS A 2 STORY INT. WALL AT GARAGE SCALE: 1/2' - P -0" 10'-0' 21'-10" 3" 91 /-11 K! 3E mJ &'X6' P.T. POST (2 TYP.) cA ap r I LANAI I I r- m I I coND. I I 068 S.G.D. I (2) 3052-5H 3052-SH EGRESS DINING = LIVING ROOM 8'-8" CLG. 61 ROOM 8'-8" CLG, 03 BEDROOM #2 v - , 27'-0" A 12'-8" 3'-8" -10' 5'-4" 3'-4" 9'-0. 9'-8" 6'-10" � I I m v 9 B I I vdc. ;Vr( I I v I I I O �, I I I Q I I m 19 KITCHEN 8'-5" CLG. I = 2-8 2'-8" F_ — OPT. I b36 3-5H _v REF — — — — J A 4X4 POST m -- --- II D I W I BATH _ L.B.W. I '_8' CLG. m -r -1 C. v. N19 1v L14 n I �j 3'-4" I WG. T tr o� , - UP II I -'I I 17— T41"LH HALF L.S.W, L.S.W. W/ CAP WH. STOR. SLOPED CLG. STAIR DATA 16 RISERS a 7.54' HB _31- ZZ ARC15 TREADS e 10' +1' NOSING 8 13'-0' I 4'-O 5OLLARD 21'-4' AS REQ. II A � PER 5LDG, CODE III 8'-&LEI G. 1 1I E '1 6' FOYER 8'-S' CLG. GARAGE 8'-6" CLG. 9 it ' 30108 W/ I 1 ` 10' TRANS. C-1 v. I� (2) 3052-5H MT. 7'-4" 1 1'-0' S} V I 15LK COL. TO PORCH I (3 Tf fad A.F.F. 8'-8' CLG. , ------------ ------ ' Z -4' 10'-0" -4' 5'-40 -4" 6" 18'-0" 2'-10° 20'-4' FIRST 1p"Lu"u"R PLAN NOTE: -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO 5E THERMA-TRU F15ERGLA55 DOOR W/ TRANSOM (SINGLE ASSEMBLY) -20 MIN. FIRE RATED DOOR PER SECTION R302.5.1 OF THE FSCR /0TH EDITION (2011) EXTERIOR MASONRY WALL 5RG. HEIGHTS 5RG 5RG LOAD 5RG. WALL U.N.O. ON PLANS SQ.FT. CALC.'S IST FLR. LIVING 2ND FLR. LIVING 1104 1501 $0. FT. SQ. FT. TOTAL LIVING GARAGE LANAI PORCH 2605 43-1 80 III SQ. FT. 50. FT. SQ. FT. 5Q. FT. TOTAL 3233 50. FT, A/C VOLUME 21891.2 CU. FT. N DSL. TOP PLATE 61 , m BAR DETAIL SCALE: VAKH A R C H IT E C T S -1 N. RONALD REAGAN BLVD. LONGWOOD. FL32750 PH: 407-774-6078 FAX: 407-7 74-4078 www.a hd es ig n g ro u p. co m AA #: 0003325 N W 0 w 0 Fes". a U A A SUBDIV. CRE•EKSIDE LOT #133 PROJECT# 04321.000 MODELLO T 4EH "2605-HAYDEN" BE:GARAGE SWING• RIGHT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 9�A 0 18 RILI D A. A60LICHACRA AR NO 93723 DATij 10/20/17 SCALE: 1/4"=1'- O" pl�, 0._H: 4X6 POST BDRM. #4 5'-0' GLGGLG. -BATH #3 3-SH LAvAV, � c 1'-511 21-4, 2'-4" 3'-0' BDRM. #3 5'-0' GLG. DSL. STUD (2) 3052- 0" 2'-4" l'-8 3'-10" (2) 3O52-SH 3052-5H 4X6 ECzRESS POST TEMP _ 1R_15H W.I.C. I� -0" CLG. I ; 7�0 r I (K I- I LI LOFT BDRM. #5 I � 8'-0' CLG, BATH Wc. ? 2 TUB UJ/ z C 8 8 SHWR. WALL W/ caF LAUN. 3'-41' 41_0m 12'-0 4'-10" CLG. sfic� 1\ DN. 3 1 OPT. I I OPT. I I D. I W. L --JL --J m WAX I� -0' CLG r—,� IN STAIR DATA 3'-8° g _0 I I 16 RISERS m i.54' F TREADS 0 10' rp IR-15 3-SH +I" NOSING uu -2" ATTIC 2X6 m 16, O.G. 3 -10' AGGE55 EXT. WALLS~' 0. BAT HASE- 5'-0, 0 cLG. OWNER'S O SUITE I= ?& IN r I� c I- /� P�S� Q O 11' a 4' 2'-4" I, 2'-4' SECOND FLOOM PLAN NOTE: 2-5 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-5 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE POST 3052-SH 3052-SH EGRESS EGRESS 7'-0' 3'-6" 13' - 5' 0 s N N O VANITY AHU PRE-ENG'D — FLOORING 5Y5TEM (SEEFLOOR FRAMING SHEET) 42" H. V2 WALL W/ CAP VANITY SECURE TREADS TO STRINGER W/(3P8 3' SCREWS 6 EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING HANDRAIL � 3S° UJ/ 2X4 RE-INFOF THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL 5E NO LE55 THAN 1 1/2" 45 PER F5CR R311.1.0.2 NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMETER OF 1¢"± 2" OR A NONCIRCULAR CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN (o 1/4" AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/5". 2. TH15 RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 50 PLF FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN ANY DIRECTION AT THE TOP OF SUCH 5ARRIERS AT ANY LOCATION ON THE SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM 5TRE56E5- PER SECTION 1607.5.1 / F.B.C. 2017 *SCALE: HANDRAIL DETAIL 3/4" =1'-0" (2) LAYERS OF 3/4" PLYWOOD OR (2) LAYERS OF 3/4' 6U5 FLOOR MATERIAL RIPS FOR SOLID NAILING —42' H. HALF WALL W/ GAP —3/4' 746 SUES FLOOR GLUED 4 SCREWED PER FASTENER SCHEDULE F'RE-ENG'D FLOORING SYSTEM (SEE FLOOR FRAMING SHEET) STAIR DATA: 16R m 1.54" 15 TREADS m 10"+ 1" NOSING NOTE: 'ENCLOSED ACCE6$15LE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE — 2 X 4 RE -ENFORCING WITH 1/2' GYPSUM 50ARDS. F5CR R302.7 ® EA. 2 X 12 STRINGER / 5ECURE W/12d 6'-8" D.C. 2X4 ATTACHED W/ 10d MASONRY NAILS m 2X4 P.T. S T fl T� DETAIL SLEEPER INTO SLAB WITHIN 8' � rJ C'S 1 OF EACH END, 32' O.G. MAX. 3/4, KICK 1' MAX. PLATE NOSING 10, _ It MIN r f w % 0:1Z —3-2x12 SYP STRINGER REINFORCED W/2X4 SFF �p U / / W/CONT. BEAD OF J SUB -FLOOR ADHESIVE / PL-400 OR SIMILAR Fd U!)RI7rNTA1 ;PJM 0-0 3/4" 2ND FIN. FLR. 5'-5" BRG- HGT. NOTE. STAIRS RISERS TO CONFORM TO F5CR &TH EDITION (2011) MIN. TREAD•10' MAX. RISER-1 3/4' 3/16" MAX. VARIATION IN RI6ERS/rREAD5 ADJACENT TO EACH OTHER 3/5' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA TO BE 13/4" +-1/4' OR PROVIDE EQUIVALENT GRASPABILITY WINDERS- MIN. Cam" WIDE g NARROW END MIN, 11" WIDTH ® 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 0'-0' FIN. FLR. A R C H I T E C T S Design Groupinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 w w w 0 h co w A ti A 2 h SUDDlV. CREEKSIDE LOT #133 PROJECT# 04321.000 MODEL• 4EHB "2605-HAYDEN" GARAGE SWIATG: RIGHT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA n DATE: 10 /2 0 /'17 SICAI.Fs". 1 /4"=1'- 0" SHEET MODEL 2605-HAYDEN-4EHB (2-Story) AREA OF ATTIC = 1541 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 1541/300 = 5.14 SQ. FT. 5.14 = 739.68 SQ. IN. MIN. REQUIREDVENTILATION = .5X 739.68 IN UPPER PORTION OF ATTIC = 369.84 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT(net free area) TOTAL#OF VENTS REQUIRED = 3.22 TOTAL#OF VENTS PROVIDED = 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEET OF SOFFIT REQUI RI 52.83 SHINGLE ROOF FYPON 16 "X48" DECORATIVE SHUTTER OR EQUIVALENT 18'-0 3/4" 2ND FLR. BRG. HGT. FYPON BKTIIXi OR EQUIVALENT 10'-0 3/4" 2ND FIN. FLR. 8'-8" B G. HGT. 14A I iv WA TYP. r 6" RAISED BAND fTYP.) 46 I WA9 TYp. 4" RAISED BAND (TYP.) 8" RAISED BAND (TYP.) 0'-0" FIN. FLR. W-0 3/4" 2ND FLR, BRG. HGT. 10'-0 3/4' 2ND FIN. FLR. S'-S" BRG, HGT, L 0 11m�N 4B WA3 TYPI II 0'-0' FIN. FLR. -1 1 +/-2l'-i 1/4' SRG- HGT. F1'PON 16"X48" SHEATHING, TO LAP DECORATIVE FRAME TO GABLE SHUTTER OR GONNEGTION 12" MIN EQUIVALENT (01, RAISED BAND FYPON Ib'XC 2" DECORATIVE 12 15 18A SHUTTER OR WA wA WA EQUIVALENT -- 4" RAISED BAND ,b10'-0 3/4' 2ND FIN. FLR. Y �8'-8' BRG. HGT. —^ 6" RAISED BAND I�0 I_I` I�N I_.� •— • 0 WE FRONT EILEVAT1 TEXTURED FINISH NOTE: LUALL FENESTRATION FLASHING AS PER FBC R703-4 TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT m IS'-0 3/4" I 12 WA 15 z'-�" WA M IN. 18A WA r � -1 1 wAl 4 � WA it I0'-0 3/4" 2ND 8'-6" BRG. HGT. WA3lE TYP. TYp 0'-0" FIN. FLR. A R C H I T E C T S Grou nInign N c. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.774.6078 FAX: 407.774.4078 www,abdesigngroup.com AA #: 0003325 ti W W W a a U A A 2 suimm Be LOT: CREEKSIDE LOT #133 PROJECT* 04321.000 MODEL• 4EHB "2605—HAYDEN" GARAGE SWINGE: RIGHT PAGE: FRONT & REAR ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FI QRIDA pp 10/20/17 SCALE: 1 /4"=1' - 0" SHEET lol k RIGHT ELEIVATION TEXTURED FINISH LEFT ELEVATION TEXTURED FINISH A R C H IT EC T S 41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F NQ W a W 4 Fr �G U W A E. Q h ti SUDI) V. de LOT: CREEKSIDE LOT #133 PROJECT* 04321.000 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: LEFT & RIGHT ELEVATIONS 160 MPH EXP. C DATE: 10/20/17 SCALE: 1/4"=l'-0" 1 SHEET 5 D — . — DENOTE RAT RUN a 10' O/C MAX. r)ENDTE 2X6 51RarzXK ® W or- MA)( BRACING LEGEND EXTERIOR GA5LE TO 5E ® BRACED W/2X4 5LOCKING a 4'-0' O.C. BETWEEN TOP CHORD 4 2X4 5YP *2 X-BRACING. REFER TO DETAIL 10/D5 FOR 5RAGING REQUIREMENTS PASTEN 2X4 SYP 02 OR SPF BEVEL CUT TO TRUSS TOP CHORD U/10c1 x 3" NAILS 9 G " O C. STAGGERED NOTE: REFER TO TRU55 MFR'S SIGNED 4 SEALED DRAWINGS FOR WE5 5RAGING LOCATION, SIZE 4 REQUIRED FASTENERS. FIRE DRAFT STOP 3/4' SUB FLOOR PRE -ENG. FLR. TRUSS ELEV. VIEW 2X4 NAILER FOR DRAFT STOP I PRE—ENG. FLR. JOISTS 3/4" PLYWOOD DRAFT STOP 1 L PRE-ENG. FLR. JOISTS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS 3 (2) 2X12 5t-1. TO X! POST M5TA-24 POST TO 5LA5 45U66 (TYP. 2) A J fam f PjP � III�I Will 11 f ""loll BJ1L u�— i i�l tIk1UG— �0 i t i o n i o I� i II I II li li II; II I II li II 11 II I! II it II Ow" 1 1 to t I 1 1 t l FT3 I I I ii—'_E��� 77 — q u — O 4><4 —. ii P05T TO SLA5w � r NO k' k' S _ t _ � I L 1 11 I 2XO LEDGER SECURED _===K ® W/,z` X /o" LAG BOLT _ W/ 2' PIA. WASHER 6 24" O.C. MAX. N L IL _ JI_ _ �1, ,� 11��J1_ _Il_ IL Ji- (2) META-16 (2) META - RANEY 013/30/15 FTI4 +- IL 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 ti w W 0 W O ti U w A 2 SUBI) 8e LOT: CREEKSIDE LOT #133 PROJECT# 04321.000 DL UOE• 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C DAATE: 10T . 20 17 / �� :SCALE: 1 /4"= l' — 0" SHEET k DIAGONALS FOR BOTTOM CHORD DIAGONALS FOR 50TTOM CHORD 5RACING 6 MAX. 20'-0' O.C. BRACING m MAX. 20'-O' O.C. TRUSS TO 4X6 POST TRUSS TO 4X6 POST m ,n UJ/(2) HT6-20 WI(2) HT6-20 ,n m (a �P05T TO SLAB HTT-4 POST TO SLAB HTT-4� 5J1 II @ v n IN II Ilm II I@ IT II III ml I �� 'Si,�, II Q 4 p III III IIQ 1 Ild III III II� III IIIQ II 3J3 III II \ d\ 3J5 = I_ I IJ II- II II I - II IIFJ - II III I 11 I t _ _ III II II II II II II III II II II II �I � III = III II II II II II II II II II II II III = I I _ IoIDGm II II II II II III - 00 r . W II 'in lz III II - 5J5 = 5J3 5J1 C/ U � m i] TRUSS TO (2) 13/4' X IY4' 1.91 LVL HDR UJ/ (2) HTS-20, D5L. STUDS TO BLK UJ/ (2) MST4-24 0 EA. END TRUSS TO 4X6 POST UJ/ VGT E HD'TB P05T TO BLK HTT-4 22'X36" I II 1 ATTIC I II AGGESS I 1) RANEY 05/30/15 5J I SJ3 BJ5 2X6 6 16' O.C. EXT. UJALL5, TRU55 TO 4X6 POST W/ VGT # HDTS POST TO BLK HTT-4 A R C N I T E C T 5 Design Group Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www-abdesigngroup.com AA #: 0003325 h W w w a h a a q p ti S UBDIV. de L1076. CREEKSIDE LOT #133 PROJECT# 04321.000 MODRIA 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 0� DpT 10/20/17 SCALE: 1 /4"=1' - O" SHEET CONNECTOR SCHEDULE II CONTROL DATE: 01-05-17 MTek USP SIMPSON MiTek USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 META-16 1450 (8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4" (8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" (2) HTA 16-18 2430 (2) META-16 1985 (12) 10d x 11/2 " 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" 1900 (10) 16d 2-PLY, EMBED 4" (14) 16d 2-PLY, EMBED 4" HTA16 1870 HETA-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" HTA 20 1870 H ETA-20 1810 (10) 10d x 11/2 ", (8) 16d 2-PLY, EMBED 4" (9) lOd x 11/2" 1-PLY, (8)16d 2-PLY, EMBED 4" Z (2) HTA-20 2430 (2) HETA-20 2035 (12) 10d x 11/2", 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" 2500 (10) 16d 2-PLY, EMBED 4" (12) 16d 2-PLY, EMBED 4" O LUGT-2 2260 LGT-2 2150 BLK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) SDd (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-20 ACCEPTABLE (18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15+ 4175 MGT+ 3965 (1) 5J8" 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 H UGT2+ 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) 10d TO WOOD HUGT3+ 9860 HGT-3+ 10530 WOOD (8) 10d, 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) SDS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL LPTA 1510 PARALLEL TO WALL 1470 PERPENDICULARTO WALL LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL (10)1od x11/2" (10)10d x1-1/2" 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 BACK OF TRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SDS 1/4"x3" HUGT 7185 (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d (2) SJS" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SDS 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 11/2", (20) 10d (24) 10d X 11/2" HTW 24 1530 HTS-24 1450 (24) 10d X 11/2", (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) 10d (18) 10d h a MSTA-30++ 2065 MSTA=30++ 2050 (22) 10d (22) SOd MSTA-36++ 2065 MSTA-36++ 2050 (26) 10d (26) 10d �j KSTI236 3890 MSTI-36 380D (36) 10d X 11/2" (36) 10d X 11/2" KTSI248 5140 MSTI.48 5065 (48) 10d X 11/2" (48) 10d X 11/2" LFTA6 1210 H6 950 (16) 8d x 11/2", (16) 8d) (8) Sd TO PLATES, (8) Sd TO STUDS SPT24 1030 SP4 885 (6) 10d TO STUDS (6) 10d TO PLATE (6) lOd 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) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. HHCP2 B00 HCP2 645 (10) 10d x 11/2" TO TRUSS, (10)10d X 11/2" TO PLATE (12) 10d X 11/2" RT16A 1380 H10A 1140 (9) Iod x 11/2" 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 SCREWSTO 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 (28) Iod TO TRUSS, (10) WS3 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 447 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 667 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, (MI N. 7" EMBED.) IN CONC., (8)10d TO WOOD OLTS20B+++ 1100 LTT208 +++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x 1-1/2 TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) 10d TO WOOD = HTT45 4160 HTT4 4235 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 16d X 2 1/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC„ (26) 16d X 2 1/2" Z HTT45 5005, HTT5 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. EMBED) IN CONC., (26) 16d X 2 1/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,)IN CONC., (26) 16d X 2 1/2" UPHD11+ 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) SDS W x 2Y2" WOOD SCREWS PHD5A TDX8 6525 7870 HD713 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 (1) 7/8" A-B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" 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 ITN/ RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ W/MIN 5"EMBED INSTALLED IN FACE. (14)10d AT101ST (10) 16d TO HEADER, (10)16d TO WOOD (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 3060 2710(100%) HUSC412 (W000) 3635 2660(100%) 3265 (125%) (10) 16d TO HEADER, (10) 16d TO WOOD 3325 (125%) LY Z 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: Q _ HD210-21F (CMU) 1950 5000 HUC210.2 (CMU) 1800 4500 (18)1/4""x3"" W53 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: HD210-31F (CMU) 1950 5000 HUC210-3 (CMU) 180D 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: LGUM26-2 2125 6065 LGUM26-2-SD 5 1430 5595 (4) 3/8" X 4" 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 H IGH STRENGTH EPDXY = USP CIA -GEL 7000-C. CONTACT THE ARCH ITECT/E NG I N EER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU BSTITUTI NG FOR SIMILAR EPDXY PRODUCTS. + W HERE ANCHOR EM BEDM ENT IS GREATER THAN 7" DEEP, THE VERTI CAL 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 PRIOR TO INSTALLATION. y +++ M IN IM UM EMBEDM ENT I NTO TH E TOP OF A BON DB EAM WI LL BE S", MI NI MU M EM BEDM ENT INTO THE FOUN DATION WILL BE 7" - O A.T.R. = A-307 ALL TH READ ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z B ECAU SE OF TH E WI DE VARIETY O F MATERIALS,LOCATIONS, AN D CO N D ITIO NS THAT MAY AFFECT CON NECTORS, THE CONTRACTOR MUST BE RESPON SI BILE FOR MAKING SU RE THAT THE PRO PER CORROSION PROTECTION IS USED, WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING TZ / HDG GALVANIZED,CONN ECTORS, USE FASTEN ERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON 51MPSON "WOOD CONSTRUCTION CONNECTORS 0=C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HW RCAG16, AN D 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: * FOR OPEN WEB TRUSSES -TRUSS TO MASONRY /CONCRETE SHALL BE HTA16 (INCLUDING FLOOR TRUSSES). * FOR FLOOR JOISTS (I -JOISTS) -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). S. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 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 AS PER 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 DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS, MINIMUM WALL AND HEADER STUD RFaTTTRFMFNT.q MAXIMUM HEADER SPAN M.) UP TO 5'-& TO 81-011 U.N.C. 4'-11 1/2" 7'-11 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER ) 2 3 NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 1 2 3 2x12 CN2 SYP) l/16 , OS5 NAIL (3) 12cl z W-8' O-C. TYP. 2x12 BM./HDR. 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 J Ems, W W O W O yti �G q C�. a 2 ti OVBDN ac LOT: CREEKSIDE LOT #133 PROJICCT# 04321.000 MODEL* 4EHB "2605-HAYDEN" GARAGE OWING: RIGHT PAGE: CONNECTOR SCHEDULE 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 1' M 04 201 DATA 10/20/17 SCALE: 1/4"=1'- 0" SHEET 7.1 ELECTRICAL LEGEND SY M BOL DEFINITION NOTES —{--{ 125V OUTLET 20 AMP SINGLE POLE — — — — — — — — — — — ��/ 110v OUTLET j LANAI CEILING LIGHT I 110Y OUTLET 1 S OUTLET WIRED LIGHT TO I TO WITCH EOIUIPED W/GRND FAUL BE I GFI 110v OUTLET INTERUPTER (TAMPER ` INSTALLED[ RESISTANT TYPE) /T"` PROVIDE 720V OUTLET (4) WIRE CONNECTION I J-BOX GONp. LUPP1 I FOR OPT. WP EXT. WATERPROOF GROUND FAULT FAN GFI OUTLET INTERRUPTER WI ------- / SWITCH SWITCH 3-WAY OPER. 4 ewlrcH 4-WAY OpER. F 1 WALL MOUNTED DINING �' I PR'E-WIRED LIGHT ROOM LIVING CLG FAN _ ROOM CEILING LIGHT E �- (k I PRE -WIRED � VP VAPOR PROOF CLG FAN LIGHT (0 1 -5u / �� BEDROOM #2 `Ol RECESSED CAN f / i GFI I I WALL WR SCONCE PRE— �� I /� \\ O• VENT, FAN I OFM PER SO. FT. F I SWITCH IN VENT. FAN I CABINET W/LIGH7 ICFM PER $O. FT. I I /---------- OUTLET VANITY RIG I FOR DW/TO 2ND FL. rIxTsBULDER)BY OUTLET z SWITCH S/ O L{ BATH 2 z-BULB WRAP FOR VENT jl ®J� FLUOR'ESOR MICRO— LIGHTI� � �/ AROUND — F _ 2' FLUORESCENT 4' FLUORESCENT N KITCHEI �' _ r-rt 4' TRACK LIGHTI—I— !!]] GFf -a WH © PANEL r _ _ 6/C0S 44" APF / GARAGE WH OPT mi"M METER - I REF -GFI i DOOR CK-UP FAN SMOKE DETECTOR BAT7. BA. L _ _ _J \ • W/ HARDWIRE SA WALL MOUNTED BATT. BACK-UP 1 A5 REQ. SMOKE DETECTOR W/ HARDWIRE , PER BLDG. eATT. HACK -UP W/ I ` , CODE CARBON MONOXIDE HARDWIRE / c�/CO SMOKE DETECTOR LATER -CONNECTED COM50 SHALL BE A DISTANCE OF NOT THEN 4'FROPRE-WIRED / r \ CLG FAN PENDANT LIGHT �( rJ� NATURAL GAS I �-( KEYLE55 z R/ OUTLET I / FIXTURE 0 ► TELEPHONE JACK FLEX I i / FOYER GFI IRRIGATION WATER HEATER IGNITION SOURCE / ID WH DISCONNECT TO BE ELEVATED GARAGE OUTLET MIN. Ia• AFF. DOOR 45" A.F.F. A/C DISCONNECT CONDITIONING PREWIRE GFi� rv. TELEVISION JACK — GARAGE CEILING BOX REQUIRED UPTO \ JO J-BOX ACCORDANCE W1 BOX P B. FOR 1 \ MARKED AS SUCH FOR Ct..IMES j INSPECTION I PORCH CEILING BE R SUPPORTED RE TOIN CEILING FAN/LIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR— NSPECTION � FLOODLIGHT — — — — — — — — — — — — — — — — — — OPT. SECURITY � y — — — — � — OPT' KP KEYPAD COACH P.B. PUSH-BUTTON FOR CHIMES LIGHT �--—• USB PORT NOTES: LOCATION OF TV JACKS E PHONE OUTLETS k � L E T R I A L P FANS TO 5E VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. FIRST FLuuR ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR &TH EDITION (2011). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15014 FBCR &TH EDITION (2017). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR &TH ED (201T). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR &TH ED (201"7). ALL LAMPS SHALL 5E SELECTED BY BUILDER AND '15% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F-B.C. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2011 6th EDITION R404.1 METER FIELD VERIFY LOC. WP Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3- #2/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #4/0 AL THWN & 1- #6 Cu (G) IN 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #8 2 35 A/C C.U.-1 5664 1 2 Space N.0 3 4 Space #12 1 20 Exterior Receptacle GFI 1200 5 6 Space Space 7 8 Space PANEL - A PANEL: 40 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 160 Amp M.L.O FEEDER: 3- #2/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #4/0 AL THIWN & 1- #6 Cu (G) IN 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #6 2 60 AHU-1 Heater 10 KVA at 65% 4750 1 2 S ace 3 4 - - Space — - #6 1 50 Range 4500 5 6 2250 Water Heater GFI 25 1 #10 #6 1 1 50 Range 4500 7 8 2250 lWater Heater GFI 25 1 410 #10 1 30 Dryer GFI 2500 9 10 1200 Washer GFI 20 1 912 #10 1 30 Dryer GFI 2500 11 121500 Laundry AFCI 20 1 #12 #12 1 20 Garage Lights and Rece ticles/ GFI 900 13 14 1200 Dishwasher GFI 20 1 #12 #12 1 20 Disposal GFI 500 15 16 1200 Refrigerator 20 1 #12 #12 1 20 Smoke Carbon Monox./AFCI 900 17 18 1500 Exhaust Hood Micro 20 1 #12 #12 1 20 1 Kitchen Reciol GFI 900 19 20 900 Kitchen Rec / AFC1 20 1 #12 #12 1 20 Dining Room /AFCI 900 21 22 900 Toilet Room Rece ricles / GFI 20 1 #12 912 1 20 Toilet Room Rece ricles / GFI 900 23 24 900 Owners Suite Li hts and Rece t./' AFCI 15 1 1 #12 #14 #12 1 20 BDRM #2 Lights and Rec t/AFCI 900 25 26 900 BDRM#3 Lights and Rec t/AFCI 15 #14 1 15 BDRM #4/Lofts Lights and Rec t/AFCI 900 27 28 900 Irrigation Controls 15 1 914 #14 1 15 BDRM #5/Lofts Lights and Rec /AFCI 900 29 30 900 BDRM#6 Lights and Rec t/AFCI 15 1 914 #14 1 15 Flex 900 31 32 General Li the and Rec t./AFCI 15 1 #14 #14 1 1 15 1 General Lights and Rec UAFCI 900 33 34 Space Space 35 36 Space S ace 37 38 Space Is pace 39 40 Space Load subject to demand factor calculations / line 29450 16500 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 45950 First 10000 watts at 100% 10000 Remaining watts at 40% 14380 Total A/C load 4750 Future Growth = 10% 2913 LOAD CALCULATION IS BASED ON A!C NON -COINCIDENT LOAD Total Connected Load Watts 29130 Total Amps watts / 240 Volts 121.4 General Lighting & Receptacle Load Total A/C Square Feet 2264 General Lts & Rec 3 W I S . Ft. 6792 Hi -Hats 0 at 65W/Lig ht at 100% 1 0 Total General Lights & Rec Watts 6792 Ckts# watts/ckt Total watts General Lts & Rec Panel A 12 5661 6792 150 4r-IF €LECT1R(CAL 1RI5ER 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 BE TYPE THHNlrHWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 "1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 50 PVC CONDUIT OR PROVIDE 3 *2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 60 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 5ID. PROVIDE 3"2/0 CU, THWN + 1"6 CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1*6 CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT e OVERHANG.) e COMBINATION SERVICE DISCONNECT SWITCH AND ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MC5 TELEPHONE SERvICE ENTRANCE EQUIF MF=NT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 "4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR &TH EDITION (201'7). 5/5" DIA X 5 FT LONG COPPER CLAD GROUND ROD A R C N I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w w a U W rn O a A ti ti SVHDIV, do LOT: CREEKSIDE LOT #133 PROJECT* 04321.000 MODEL: 4EHB "2605—HAYDEN" GARAGE SWINGE: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN I6a MPH EXP. C DATE: 10/20/17 SCALE: 1/4"=1'-0" sxEET 00 A R C N I T E C T S i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W w U W 4 Fr U CIO A Ew. A E} svBzyly ae LOT: CREEKSIDE LOT #133 PROJECT* 04321.000 MODEL 4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C 10/20/17 SCALE: 1/4"=V-0" 1 SHEET 601 LANAI DINING ROOM lox(o 120 CFM 10X6 4 120 CFM �e 10" FLEX I 1 I 1 PORCH 1 LIVING ROOM be 6e 12, C 4 BEDROOM #2 10X6 120 CFM 122 10X6 I I PASS 120 CFM I I 10x6 THRU I I 1 120 CFM I I I I 45C 1 1 1 1 1 1� I/1 45 Cr-MI I I II 12xa PASS THRU II FOYER I I STOR: GARAGE 0 HAYDEN EQUIPMENT SCHEDULE 4 TONS MFG CARRIER T FL HVF LAYOUT PLAN Cu AHU 25NSC5FIR Fv4CN800 6 HEAT 5KW SEER 15.5 SEER TOTAL CAP 41000 ELECTRIC 205/230/1PH 5RKR CU 40 AHU 35 REF LINES 1/5e 4 3/5, w U W 0 ti U y A ti A SUIBDM a LOT: CREEKSIDE LOT #133 PROJECT* 04321.000 MODEL: 4EHB "2605-HAYDEN" GARAGE OWING - RIGHT PAGE: FIRST FLOOR H VAC PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DA TM 10/20/17 I SCALE:1/4"=1'-0', BDRM. AA ImXb 75 CFM BATH #3 GFM M BDRM. #3 LOFT BDRM. #5 UTX6 1oX6 120 CFM 120 CFM 12 X 5 — — — — — — — — 12 X 5 PASS PASS THRU THRU W. I . C 4�I' FM CFM �01 ~ v 1OX � I 5' 75 GFl` — — — — I L- I — — 1OX6 �15 GFM 4" 4 " 45 CFM SX �O 1 CFM I I BATH I I I 5X4 3' U' 45 CFM t2' I I — — — -- I I — I66 W.T.C. M—aX4 F45CFM 4' SX4 5 CFM n UN, 611 u I II � I L JL--J ImXb 120 CFM OWNER'S SUITE w w w a a U q a DATE: 10/20/17 9CAL8l: 1/4"=1'-0" t 8HffiICT 11 lu'S REBAR VERTIC CONC. FOUR CELL STUDS 16' OL. MAX SEE ENERGY FOR INSULATION R- SECURE MOTT TO ST z TEXTURED H SIMF"80N SP4 THI P5I • a5 DAYS L Qd SECURE B7. P A ;r J S' GM SECU A T LAB W/ �' ANCHOR T T• SECURE BT. PLATE TO SLAB W/ Imd INFORC€D W/ T 'WASHER T' EMS€ MIN. AX. MASONRY- NAIL • 32' OG. MAX 51 x b - W1.4/WI.4 W.WM. E IN. ' OC MAX. m'-@' FIN. FLR a — .. ,. a ® W REBA J TUCC p STOF 4' CONIC. REINFORCED W/ 6'Xb• y 0. < IAXUA AI- OR FIBEI IEBH ON REINFORCED W/ b'Xb' WIAXWIA 4' C NFORGED W/ b'X&' WL4kWI.4 4' CCNC. REINFORCED W/ b'Xb' UA>dJ .4 IL VAPOR RETARDER ON NEERI.IESH ON b-MIL. VAPOR WUP OR ESH dd 6-MIL. VAPOR WLIF OR FIBEF4IESH ON 6-MIL, VAPOR U! CHAIN R O 0 COMPACTED GLEAN FILL. - m TE TREATMENT TO BE RE R ON WELL-COI'IPACTEP CLEAN r' FILL TREATMENT TO $€ RETARPE LL-COMPACTED CLEAN z4( RETARDER ON U.ELL-GCMPAGTEP CL FILL TER'TIT TMENT TO BE E z _I TERMITE TREATMENT TO BE BO E AFj=LI€P AT FRAMINICi. c) 'm> BORA-C IED AT FRN'IING. L.1 d BORA-CARE A AT FRAMING. in U BORA-CARE APPLIED AT FRAMING. W f3) 5 REBAR ON +• I -@, +, (2) 5 REBA HAIRS (2) 5 REBAR ON CHAIRS '' w 1. -e -m' 12, MIN. LOW GRAD (2) 5 REBAR ON C • •� UNID 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING W/ BLOCK WALL AT L. B, W. ( W/ UPLIFT) AT L. B. W. 2 AT L.B.W. W NO —UPLIFT 3 STAIR DETAIL �� NOT USED 1 SCALE: I/1'.I'-@' 2 SCALE: SCALE: I/2'•1'-m° SCALE: 1!J'•1'-@' SCALE, I'•I'-@' 1t ,ty� c 4' CONIC, �' CONIC, RE UHF. W/ b'x6' WIAXWIAO U tM ON ��. . 6-MIL POLY ETHYLENE VAPOR RETARDER E 4' ON WELL -COMPACTED CLEAN FILL TERMITE`-4• C., ��WIAm Ulm in 8, TREATMENT &HALL BE BORA-GARE -MIL LENS VAPOR STUDS 16' O.C. MAX LL-COMPACTED GLEAN STUDS 16' O.G. MAX FLAP OF GARAGE SECURE P.T. ST. PLATE TO B / (U 5 REBAR ON CHAIRS 4' TREATMENT BNsL-L BE SECURE BOTTOM PLATE TO &TU SECURE BOTTOM PLATE MAX8TU VARIES WITH SLOPE �MABONRY NAIL • 32' O 9R1P8CN 9Pd •37' O.C. MAX 8RTP5CN 8P4 •37' O.C. A 4 THICKEN EDGE S 1 HEIGHT CF GAR. SECURE MT. PLATE TO 8L x5' HEIGHT OF GA SECURE ST. PLATE To SECURE MT. PLATE TO SLAB W/ Imd ANCHOR BOLT W/ 2' WA ANCHOR BOLT Wf 7' MASONRY NAIL • 32' OSL MAX 5CA"Ei V1'=I'-m• VARIES WITH SLOPE VARIES WITH LOPE N— BEARING a MIN. a 32' OT MAX MN. • 37. OC MAX W w 'EPDXY NOT I�GYII EX •EPDXY NOT I x 61oN w �' • • ' SCALE: I/1 .I -@' $ BOLTS BOLTS �LL' W ., > > V • ° 4' . W/ 6'x6' W.4XWI.40 WW ON OLY ETHYLENE VAPOR I'-m' R ON DELL -COMPACTED GLEAN °,_ RMITE TREATMENT SHALL BE z ro eRETELL-COMPACTED b'Xb' WAXWIA • °° • °..°:- •° ° •° A -CARE E 0= • °-MIL. VAPOR a ( CONC. REINFORCED W/ b'Xb' WIAXWIA 4' CONC. REINFORCED W/ 6'Xb' WIAXWI.4 4' CONC. REINFORCED W/ 6'X6' WIAXU.4 is ~ PACTED CLEAN 4' GONG, 1.4m W1M ON Q, R FIBER'TE8H ON 6-MIL. VAPOR OR FIBERMESH ON 6-MIL. VAPOR K U.LLF OR FIBERMESH ON b-MIL VAPOR TO BE 6-MtL E RETARDER Z ER ON WELL -COMPACTED GLEAN bE RDER CN LUELL-COMPACTED CLEAN ZRETARDER ON WELL -COMPACTED CLEAN FF.AfiINYa. > W D AN FILL TERMI7€ FILL. ITE TREATMENT TO BE E FI >R-11TE TREATMENT TO BE L Y FILL. TERMITE TREATMENT TO BE l2BAR ON CHAIF25BH E BORA-CARE m U 4' BORA- AF9=LIED AT FRAMNG. d' B' d .d' BU APPLIED AT FRAMINK+. In 4' I'-@' 4• BORA-GAFF APPLIED AT FRAMING. n • 3' MIN. _ (2) 5 R€BA CHAIRS !9J 5 RE CHAIRS (2) 5 MBAR ON CHAIRS _� `OVER RAGE STEP—UP �' 4 � AGE ST P GARAGE STEP—UP ARAGE STEP—UP GARAGE STEP—UP —STORY L.B.W. —STORY FOOTI N—BEARIN y/� L. B. W. W/ UPLIFT 2—STORY L.B.W. W UPL L.B.W. W/NO UPLIFT W�/NO UPLIFT A AT FRONT PORCHES EXTENDED STEP v BGALE:Ia'.,'-@' A SCALE: vr.r-m' 6B SCALE: In'=1'-m' 6C EXTENDED FOOTING SCALE: iIT.I'_@• SCALE:' -© •STEMWALL 70 BE MIN 3 COURSES SCALE: 1/2'=1'-0' GRADE RECESSG ARAG FOR SECURE P-T. BT. PLATE TO n ti m y ,� GARAGE DOOR 1/2x5' ANCHOR BOLT W/ HE 7' � EMBED. MN. • 32, O (U 5 REBAR VERTICALLY W/ (I) 5 REBAR VERTICALLY ° zb' WL4XWIA0 W1,M POUND CELL W/ GONG. POURED GEL" -I 11aT'LENE VAPOR e' CMU 4' CONC., REINF. W/ 6'x6' WI.4XWIA0 WiM ON �xS' ANCHOR BOLTE B' CMU R L TERMITE TREATMENT SHALL m b-MIL POLY ETHYLENE VAPOR RETARDER ON ET'E�ED. MIN. • 32, ;t E &. &. �FZA-CARE z_ S 0. NOTE- OPTIONAL USE Gf: w W L NOTE: OFTICNA - CONCRETE CURM • GARAGE CN CHAIRS -®' �, GCNCRETE C A E �„ WALLS TO BE DETERMINED BY DELL -COMPACTED CLEAN FILL TERMITE a 'CON . W/ 6'x6' WI4xU.4@ LLUf1 TREATMENT SHALL BE BORA-CARE } LY ETHYLENE VAPOR "' WALLS TO BUILDER I& IN BY STUCCO BUILDER BY DIVISION. CIJ 5 REBAR ON CHAIRS ~� C CRETE PAD 11 GARAGE DOOR FOOTING w-' R ON WELL -COMPACTED CLEAN STUCCO STOP q • ° a EI . W/ 'xb' WIAXW1.40 ULM a -a - ERMITREE TREATMENT SHALL BE STOP CU 5CALE: 1/2'.I'-@' HYLENE VAPOR • ° • VA S W RH HEIGHT VARIES ° m' a ' PE ON WELL -COMPACTED GLEAN L E TREATMENT SHALL BE B W r Q 9 ALE, e ` Z !3) 5 ON CHAIRS ' al E + • ° e' VARIES •. A -CARE 7= > Z L E 8' 4' c) • 4 GONG. REINFORCED W/ MILS' WIAXWIA b. I' RECESS FOR 3. = b UIF OR FIB€fd"IEBH ON 6-MIL. VAPOR /' SOD. TRACK _Z IX !2J 5 RE CHAIRS 2'-m' i0 O ONO. REINFORCED lW b'Xb' WIAXWIA a� RETARDER ON WEL"-COMPACTED CLEAN !" FINI5H FLOOR RE ERR`ON DELL--CCOMPIACTED CLEAN • • BORA--CARE APPLIED AT FRAMING. - - ° - 5H ON N U S- M � FILL TE TREATMENT TO BE ° A. GARAGE STEP—UP @ 4 BORA- APPLIED AT PRATING. Y • = 0. 4' B' 3J 5 REBAR ON CHAIRS > 2—STORY L.B.W. (2)5 RE CHAIRS � � ° GARAGE STEP—UP @R�ENDED FOOTING '''8' no mw a m CALE: 1/2'=1 -m' n °• 1—STORY L.B.W. 1—STORY FOOTING 2—STORY FOOTING W/ UPLIFT EXTENDED 11/2, CURB H 8 AT GARAGE 8A AT GARAGE 10 SLAB AT S.G.D. SHOWER RECESS FQOTE @_��!NDED FOOTING rz' FO E DR ` SCALE: Irz'.r-@�SCALE: 1/2'=1 m SCALE: t•.1'-@' ALE: 1/ '' _m„ 9CALe= C (U 5 REBAR VERTICALLY W/ GONG- E POURED CELL io GONG., REINF. W/ 6'x&' WIAXWLA@ UWM SEE ENERGY CODE FORMS = a ON 6-MIL POLY ETHYLENE VAPOR INSULATION R-VALUES TARDIER ON WELL -COMPACTED GLEAN TERMITE TREATMENT SHALL BE TEXTURED FINISH -CARE w CMU b (2) 5 ON CHAIRS 3 V!•GYP. WL.B GROUTED BOND BEAM zW AB AT GARAGE WOOD BA TIE VERTICAL REBAR SERVICE DOOR TO HORIZONTAL � VARIES PER ELEV. SCALE: IR•.I'-m' 0'-0' FIN. FLR REBAR W/ 10' HOCK TIE VERTICAL REE.AR 70 HORIZONTAL ° GROUTED BGPID BEAM � • d REBW1WOAR W/ I@HOCK iUCCO 1N NOT USED _CAULK a •- a VARIES PER ELEV. VARIES PER ELEv. TW TOP 1 8 4' . REINFORCED W( &'Xb' 'U 1 ° 2 O WI. IA ULF OR FIBER4'ESH CN E 4 G ° Sq -MIL VAPOR RETARDER ON /� NOT USED E - °" s GROUTED BOND BEAM _ p • —a. L-COMPACTED GLEAN FILL. F'GT.A2ED LINT . (TY J 1 S 0 ° TE TREATMENT D T '.e, e' cm ED C "" G LnJE fff ;,I 6' PYC CHASE THF31 FOOTING ° B ARE APPLIED AT B 2X WALL F MI 0 OyU '°4 &' &' (3) 5 ON CHAIRS H — I -STORY E 'XT' ANCHOR BC'L xT' 2'DRYWALL ti (2) 5 REBAR ON CHAINS 4 WA D € FROM MM. 5' UU 2'X2'XV8' (3) 5 REBAR ON CHAIRS - •. °'` . . < FLOOR AM. SET IN IN JOINTS � —UIOOD BASE 2-STORY' 2—STORY FOOTING PRI € €v2D ANCHOR IN ° CUR ACC RETROFIT) /1 `, �) W/ BLOCK WALL FRAME TO ; ,^ - —(1) 5 REBAR VERTICALLY W/ CONC. SCALE: 12'=r-m° CK WALL CONNEC POUR CELL —BEE ENERGY CODE FORMS FOR - - SCALE; 1/2'.1'-0' , INSULATION R-VALUES a a 8 GT•W 0. <- ° CLEANOUT REQUIRED 0. • CLEANOUT REMUIRED FOR INSPECTION FOR INSPECTION AS LINE THRU OCK 1/2' GYP. WL. BD. , 1 z CA , -m z rCN UIOOp BABE L L ° s W4• CONIC., RENF. W/ 6'xb' UAXWL4@ ULM - °•� p°� . NOT USED 0 b-MIL POLY ETHYLENE VAPOR I° RETARDER ON UIELL-COMPAC7EP GLEAN @'-@' FIN FLR. m'-@' FRL FLR ° EFILL 7ERMTTE TREATMENT SHALL BE BORA-CARE a - - TIE VERTICAL REBAR a - 71E VERTICAL REBAR CV 5 REBAR &ET IN BIMPBCN HIGH ° I I'o ( - ° ° a e • � TO HORIZONTAL - ° ° < � 7o HORIZONTAL STRENGTH EPDXY b' EMBED. MPNL (2) 5 REBAR • 1-STORY �y.-� - °.- REBAR WV lm• HOOK - REBAR W/ 1@' HOOK / �� °9 L I� !3J 5 REBAR . 2-STORY r E a OUTSIDE REBAR TO BE WW m 6' PVC CHASE THRU FOOTING . �. `•• �• CONTINUOUS = E E ° 4' CONC, REINF. W/ 60x6' WL4XWIA0 �+ (1) 5 VERY. DOWEL ° • r. U a LAPPED W/ BON BEAM UWM ON 6-MIL POLY ETHYLENE - a rff VAPOR RETARDER ON !V 5 REBAR AT COWERS E I -STORY . i °• B' d' !2) 5 REBAR ON CHAIRS .. UELL-COMPArMENTSHALL55 a• w/ae'LAPMIN. '^u 2-STORY HORIZONTAL/VERTICAL 5 R 111 A- 'ITWATMEN7 SHALL BE I'-4` (3) 5 REBAR ON CHAIRS BORA-CARE a'-I'MM. LAP HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR PIPE THROUGH (� REINFORCING BEARING CHANGE OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING A GALE: ': -O B SCALE, mW BLOCK WALL rT LINTEL CORNERS D� ALL EXrF1ET:IOR YOOTEl:;,S A'1' SCAB'S TO BE MIN. 12" BIELOW LT10TIDISTUTZBEID SOIL, CONTROL DATE: 07/01/15 A R C N I T E C T S Grou nign M Inc. d N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www,abdesigngroup.com AA #: 0003325 J F w tQ W w a H Q EW" A z ti SUDDIV. de LOT: CREEKSIDE LOT #133 PROJECT# 04321.000 MODEL.• 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATjE 10/20/17 SCALE: 1/4"—f-0" P15ERGLASS SHINGLE^ OVER 030 FELT PAPS' INSTALLED PER FMC' RR90511 ON ' 0.6.1 SHEATHING OR �" CD PLYWOOD SECURE( PER FASTENEI SCHEDUL PRE-ENG TRUSS MTL, DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1—STORY 1 BLOCK WALL SCALE: 3/4" =1'-0" SEE ENERGY CODE FORMS FOR J5ULATION R-VALUES GYPSUM BOARD OR J" HIGH TRENGTH CLG. BOARD ONC, FILLED LINTEL 5LK W/ (1) > REBAR CONTINUOUS RECAST LINTEL. °E ENERGY CODE FORMS FOR SULATION R-VALUE$ • INDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) S REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS m 16' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RR9051.1 ON �6' 0.5.5, SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED (SEE DETAIL 5/D3) 2Xb P.T. SECURED TO MASONRY w/ 1/2'x13' A.5. w/ 2' DA. WASHERS, l' MIN. EMBEDMENT WITHIN 5" OF EA. END, 32' O.G. MAX IN FIELD. CONC. FILLED LINTEL 5LK. W/ (U 05 REBAR CONTINUOUS PRECAST LINTEL 5/5' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY (1) wi RESAR- VERTICALLY W/ CONC. POURED CELL 8" CMU TYP, O.H. 1—STORY �a GABLE BLOCK (DWALL 6CALE: 3/4"=1'-0' 2x4 BLOCKING BETWEEN TRUSSES AT FIRST FIVE BAY$ 4'-0' O.G. (AT SHEATHING SEAMS) STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) PRE-ENG WD. TRUSS 24' O.G. MAX. 2x4 RAT RUN SECURED W/ (2)12 (2) 12d'e 0 EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/5' GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -- ---PRE-CAST CONC. SILL Ix2 P.T. FURRING STRIPS a 24' O.C. 1/2' GYP, WL. 5D. /— WOOD BASE 2X4m SECURE TO BLOCK W/ 2X4m 2X4m TAPCON8 OR DRIVE PIN SECURE TO BLOCK W/ ep.' SECURE TO BLOCK UW4 (MIN. SHANK SIZE .1 TAPCONS OR DRIVE PM TAPCON5 OR DRIVE PIN MIN. HEAD SIZE O INLSHA (MM. SHANK SIZE J45 CMM. SHANK SIZE J45 1 Y4 MIN. EMBEPMEN'r 1 Y4) MIN. HEAD SIZE 300 MIN. HEAD 61ZE .300 8' GMU WITHIN 8' OF EACH END t 18' O.G. MAX SPAWW- STRUCTURAL 2X MUST BE MIN EMB£DFENT I Y4) WITHIN 8' OF EACH END t NOTE: STtdIC7URAL ZX MUST BE WITHIN EMBEDMENT1 Y44') t NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE < SECURED Y4' DRYWALL2xbm IX4 OR P.T. NAILER ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL �6' TAPCON IS' O.C. MAX aPACMG. ON OUTSIDE < SECURED THROUGH NON-5TRIJCTUIRAL �k.' IS' O.G.. MAX SPACING. 2x(o� THROUGH NON-STRUCTURAL IX4 PT. R % MIN SECURE TO BL04K W/2-Wb' TAPCONS OR Df41+•'E PM MIN EMBEDMENT INTO 2X6� SECURE 70 MOCK MIN I Y4' EMBEDMENT T MIN I ya' EMBEDMENT SECURi TO BLOCK INTO BLOCK INTO BLOCK ❑ T U FRAME SECURE THldl FRAME 1 (MIN SHANK SIZE .145 cr. BLOCK. W/2-W, TAPCONS OR INTO BLOCK. INTO BLOCK. WA-1/4' TAF'GONB OR EXTEND I -A' INTO BLOCK MIN. HEAD 512E .300 ' CMU PR" PIN DRIVE" [MIN. SHANK 912E ❑ W/ 31e' iAPCON3 OR DRIVE PIN MM. EMBEDMENT IV) x. DRYWALL (MIN. SHANK SIZE .149 •CMU .145 MN. HEAD 912E 300 , Ch1U (MIN SHANK SIZE .145 WITHIN S' OF EACH END t IS' O.C. MAX SPACM, 'X4' OR 1'k2' P.T. NAILER MIN. HEAD SIZE 300 MR EMBEDMENT I Y4) - DRYWALL MIN. EMBEDMENT I Y4) •xd MIN HEAD SIZE 300 WITHIN 8' OF EACH END t�Xa a 'k4' OR I'X2' p.T. NAILER WITHIN 8• OF EACH END t 18' O.C. MAX SPACING. Q ORRII'X2' P.T. NAILER IEDM SECURE TO BLOCK W/J-3(".' No' O.B.B. X 4' MIN IB' O.G. MAX SPACING_ITHIN8'OF V EACH END < TAPGON9 OR DAIY£ PIN 2X8� pXg®' Nr' OS.B. X 4' MIN O.C. MAX &PAGING DOOR CA81NG CMIN. SHANK SIZE 40 DOOR CASING SECURE TO BLOCK W/1-%' POOR CASING SECURE TO BLOCK W/1-I/4' TAF'GON9 OR DRIVE PM DOOR CASINK" DOOR JAMB OR WINDOW MIN HEAD SIZE 3� MM. EMBEDMENT I Y4) ATTACH TOB XX PER TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145 DOOR JAMB OR WINDOW (MRSW_ POOR ACHJ ATTACH TO 2x PER MANUFACTURES DETAILS. WITHIN B' OF EACH END t IS, O.G. MAX &PALING- MANUFACTURES DETAILS. M. HEAD SIZE 300 MIN. EMBEDMENT 14') ATTACH TO 2X PER MANUFACTURES DETAILS. MIN. HEAD SIZE 300 TTO TTOB PER MIN. EMBEDMENT 1 Y4) MANUFACTURES DETAILS. NOTE: SHIM A8 NEEDED TO PLUMB NOTE, SHIM AS NEEDED TO PLUM$ WITHIN 8' OF EACH END t 18' O.G. MAX SPACING. ATE' SHIM A8 NEEDED TO PLUMB WITHIN 8' OF EACH END t NOTE: SHIM A8 NEEDED TO PLUME, IS' O.C. MAX SPACING. JAMB (DO NOT EXCEED A') JAMB (DO NOT EXCEED Yi) JAMB CDO NOT ExCEBD Ya") JAMB (DO NOT EXCEEDY4') DOOR JAMB TO BLACK +3/4 OR +6 4 DOOR JAMB TO BLACK +1-16 //38 DOOR JAMB TO BLOCK +3" DOOR JAMB TO HIACK +3-7/16- /� WINDOW TO BLACK +3/4 OR +5/� C WINDOW TO IiIDCK +1-15 SB' WINDOW TO BLACK +3" " /� WINDOW TO BLOCK +3-7/IB" " SCALE: 3/8'•1'-0• E: 3!S .I -0' SCALE: 5/8'•1'-0' "SCALE: 3/8'•I'-0' 2X4m 2X4:m 2X4,m SECURE TO BLOCK W/ 346' 2X4m aEGURE TO BLOCK W/ , SECURE TO BLOCK w/ %' TAPCONS OR DRIVE PIN SECURE TO BLOCK WIY4 TAPOON6 OR DRIVE PIN OR DRIVE PM (MIN SHANK 912E .HS TAPCONS OR DRIVE PIN CMIN SHANK SIZE .14b (MRTAPSHAONS SHANK SIZE .145 MIN HEAD SIZE 300 CMIN SHANK SIZE .146 MIN HEAD SIZE 300 MIN. MIN. HEAD 812E 300 MM. EMBEDMENT I Y4') WITHIN MIN HEAD SIZE 300 MIN EMBEDMENT I Al) WITHIN 8' OF EACH END t IB' O.G. MIN. EMBEDMENT 1 Y4) WITHIN 18' 8. OF EACH END t 18' OD. MAX SPACING. NOTE: STRUCTURAL 2X MUST MIN EMBEDMENT 1 Y4) WITHIN S' OF EACH END 4 NOTE: STRUCTURAL 2X MUST MAX SPACING. 8' OF EACH END 1 O.C. MAX SPACING. NOTE' STRUCTURAL 2X MUST 2X6� BE ON OUTSIDE t SECURED 18' O.C. MAX SPACING. BE ON OUTSIDE 4 SECURED 2x8:® BE ON OUTSIDE t SECURED SEGUf� TO BLOCK THROUGH NON-57RUCTURAL 2xem THROUGH NON-STRUCTURAL SECURE TO BLOCK W/2-�(r' _ SECURE TO BLOOK WR-9(6' THROUGH NON-STRUCTURAL % TAPCON MIN. 1-Y4 �i(m TAPGONS OR %' TAPCON MIN I -A' EMBEDMENT INTO BLOCK SECU RE TO BLOCK W/1-V4' WA' TAPCON MIN. I-Y4 EMBEDMENT INTO BLOCK TARCONB OR DRIVE PIN TAPCONS OR Dr41YE PIN EMBEDMENT INTO BLOCK DRIVE PIN TAPGONB OR DRIVE PIN (MIN SWANK SIZE J48 (MIN SHANK 51ZE J45 (MIN. SHANK SIZE J45 (MIN. SHANK SIZE .145 MM. HEAD SIZE 300 MIN HEAD SIZE 3®0 MR HEAD SIZE 300 8. CMU MIN HEAD SIZE 300 MIN. EMBEDMENT I Y4) MIN EMBEDMENT I Y4) WITHIN 8. CMU MIN. EMBEDMENT 114") )¢• DRYWALL MIN £MBL'DMENT 1 Y4) 8' CMU WITHIN 8' OF EACH END t 8• CMU 8' OF EACH END 4 IS' O.C. Yi' PR^fWALL WITHIN B' EACH END I'X4' OR I'XY PT. NAILER WITHIN 8' OF F_A.GH END t Ye' DRYWALL 18. O.C. MAX SPACING. 7X8,® ❑ J§' DRYWALL 17C4' OR 17C2' P.T. NAILER MAX SPACING. 2?c8m ❑ 15c4' OR VXV P.T. NAILER 1 IS' O.C. MAX SPACING. 2xsx 2Np ax SECURE TO 18' O.C. MAX SPACING. 2X8® Q I'X4' OR I'X2" P.T. NAILER SECURE TO BLOCK Wr)-%' OOR CASING SECCUURE to ORM R CA51N3 SECURE TO BLOCK STRUCTURAL MEMBER WlC21I2d WITHIN 8' GF EACH SECURE TO BLOCK WA-114' ' P.T. X 4- MIN. TAPCONS OR DRIVE PM ONB OR DRIVEPM _ , TAPCONS OR DRIv£ PIN END t b• TO 8. O.G. MAX TA�OP1y OR DRIVE PM MR SHANK SIZE OR CASING (MR SHANK SIZE .148 MM. HEAD SIZE 300 DOOR JAMB. OR WINDOW (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 DOOR JAMB OR WMDOIU (MIN SHANK SIZE .145 OOR CASING .I45 MR HEAD SIZE 300 DOOR JAMBWINDOW MIN. EMBEDMENT I Y0J WITHIN ATTACH TO 2X PER MIN EMBEDMENT I Y4') WITHIN TTAC 4 TO 2x PER MM. HEAD 512E 3ID0 MIN EMBEDMENT I Y4) DOOR JAMB OR WINDOW TTACH TO 2X PER MIN. EMBEDMENT I Y4) .OR ATTACH TO 2X PER B' OF EACH END t 18' O.C. MANUFACTURES DETAILS. a, OF EACH END 4 IB' OL. MAX SPACING. - MANUFACTURES DETAILS. WITHIN 8' OF EACH END t MANUFACTURES DETAILS. WITHIN 8' OF EACH END t 18' O.G. MAX 9PACR•A's. ANUPAGTUMRES DETAILS. MAX SPACING. E: SHIM A8 NEEDED TO PLUMB NOTE, SHIN A5 NEEDED TO PLUMB IS' O.C. MAX SPACING. NOTE: 8HM AS NEEDED TO PLUM$ NOTE: SHIM AS NEEDED TO PLUMB JAM$ CDO NOT EXCEED Yi J JAt'm (00 NOT EXCEED Y4J JAMB (DO NOT EXCEED Y4') JAMB (DO NOT EXCEED Y4) a, CMU V DRYWALL IX4' OR 19C2' P.T. NAILER ❑ Ix4 P.T. OR 6/♦'X4' MIN. SECURE THRU FRAME t EXTEND 144' INTO BLOCK W/ 9(a TAPCONS OR DRIVE PIN ❑ (MIN. SHANK SIZE .14E MIN. HEAD SIZE 300 MIN. E`10EOMENT 1-Y4 WITHIN 8' OF EACH END t 15' O.G. MAX SPACING \`DOOR CASING `DOOR JAMB OR WINDOW ATTACH TO IX PER MANUFACTURES DETAIL& NOTE: SHIM A$ NEEDED TO PLUMB JAMB (DO NOT EXCEED Yw) DOOR JAMB TO BLOCK +3 4 OR +6l4 WINDOW TC HIACK +3/ OR +5/4 6GA , 0' DOOR JAMB TO BLACK +I-1//2" DOOR JAI® TO BLOCK +2 1/4" DOOR JAMB TO BLACK +3" DOOR JAMB TO BLACK +3 3/4" y. WINDOW TO BLACK +1-1l2" WINDOW TO BNCK +2 1/4" >� WINDOW TO HIACK +3' T4WINDOW TO BLOCK +3 9 4" I� i' SCALE: 3/8'•I'-0' SCALE: 3/8'el'-0' 5CALE, 3/8•=1'-0' SCALE: 3/B'•I'-0' FASTENER SCHEOULE a RDOF DIAPHRAGM N 41L REQUIREMENTS TOP CORD BLOCKING AT 4' USE 1/I6' O.S.B. OR 112' CDX PLY WITH "8 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND t5 RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE "8 GUN NAILS * 4' O.C. SIZE HEAD LENGTH MIA TENSILE SM 8d ROUNDf10DIFIED 1 1/8' A13 1i0p00 OR T 10d ROUTDI'1ODIFIED 21/0, .128 1-10,000 OR O.C. MAX. IN FIRST 2 FRAMING NOTE: SPACES AT EACH END. TYP. EXT. SHEATI ING ATTACLIMENT FOR SHEAR 4 UPLIFT CO.S.5. TO SE STRUCTURAL RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE ROOF SHEATHING 1�� NOT REQUIRED EXCEPT a OPENINGS r( EXTERIOR SHEATHING NOTE- NAILS TO BE MFG. i5Y MEMBER OF INT. USE 1/2' CDX OR 1/16' 065 PLY WITH 48 RING SHANK GUN NAILS AT 6' STAPLE, NAIL 4 TOOL ASSOCIATION O.C. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4"O.C. TOP t I. 0.113 INCH NOMINAL SHANK DIAMETER EIOTTOM PANEL AND 48 RING SHANK GUN NAILS AT 6' O.C. AT 2, RING DIAMETER OF 0,012 OVER SHANK DIAMETER INTERMEDIATE SUPPORTS OR'I/16' ZIP SHEATHING SYSTEM B. 16 TO 20 RINGS PER INCH (INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 0280 INCH FULL ROUND HEAD DIAMETER NOTE: -RING SHANK GUN NAILS SHALL 6E PERMITTED AS AN 5. 2 INCH NAIL LENGTH ACCEPTABLE FASTENER FROM ANY MANUFACTURER. -ROOF DESIGN PRESSURE BASED ON WORST CASE I ME I k, >P ROOF 5lll4EATI41NIS LA`I'OUT AND ENDWALL 5RACING FOR G,45LE END FRAMING 08 RING SHANK GIN NAILS . 4' O.C. TOP t BOTTOM EDGES FIBERGLASS SHINGLES OVER 030 FELT P'ER INSTALLED PER FBCR RR5 ON O.S.B. SHEATHI R" CDX PLYWOOD BE D PER FASTENER RULE TYP, O.H. MTL- DRIP ED 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT J 5TIFF5ACK AT ALL — UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.) 0.6.5. SHEATHING OR }" CDX — PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 7/8' THICK, 3 COAT PORTLAND— CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFISER JUMBOTEX 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 -I/WA2 SECURE GABLE TO 2x6 P.T. — PLATE W/ 126's S" O.C. MAXI SECURE 2x6 PT. PLATE TO 5LK W/ "x9' ANCHOR BOLT W/ 2" WASH SET IN 51MIOSON HIGH STRE EPDXY 7" EMBED. MIN. al C AX. — a/8' THICK, 3 COAT P LAND CEMENT PLASTE PPLIED DIRECTLY A60NRY 1—STORY GABLE W/ VAULT C LG. BLOCK WALL SCALE: 3!4" =1'-0'I 2X6 P.T. SECURED TO MASONRY w/ 1/2'x9" A.B. w/ 2" MIA. WASHERS, -I' MIN. EMBEDMENT WITHIN all OF EA. END, 32' O.C. MAX IN FIELD. r� "8 2' DECK SCREWS 0 W-8' O.C. MAX * EDGES t 12, O.C. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SU5-FLOOR SHEATHING D. TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEM15ER5 2x4 BLOCKING BETWEEN TRU65E5 WHERE "X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x/R; SECURE / (2) 12d'a SS TO BE INMI DINT OF TRUS1 " O.C.MAX. SEE ENEFORMS FORINSULATESGYPSOR z" HIGHSTRENGARD -s 24' O.C. a INTERIOR KNEE CONC. FILLED LINTEL 5LK W/ (1) r5 REBAR CONTINUOUS PRECAST LINTEL MOW ATTACHMENT AS PER UFACTURES SPECIFICATIONS SILL C1) EBAR VERTICALLY W/ CON URED CELL Ix2 P.T. F ING STRIPS A 16" O.C. S" CMU 1/2' GYP. WL. 5 WOOD BASE NOTE: PER FBCR RS05.1.1 - FOR ROOF 5LOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT 5Y5TEM IS REQUIRED. FOR ROOF 5LOPE5 OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED PUT MUST 5E PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6-15-1 IX4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION PRE-ENG'D WOOD TRUSS (TYP) e 24' O.C. MAX SIMPSON HETA-16 (TYP) VERIFY W/ TRUSS PLAN GONG. POURED LINTEL GOUR5E �— IX4 SYP LATERAL RE-INFORCING 36" O.G. MAX is TRUSS 5TM. CHORD, SECURE W/(3) 19)d NAILS a EA. TRUSS CHORD GABLE END BRACING `"8 RING SPANK GUN NAILS 6" O.G. IN FIELD I. OHMA I HINLX A I I /-iGHMENT FOR ROOF SHEATHING (0.5J3. TO BE gTRUCTURAL GRADE) A R C R I T E C T 8 Design Group 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774.4078 www.abdesigngroup.com AA #: 0003325 W w U W 0 ti A ti A ti Sv$niv. de LOT: CREEKSIDE LOT #133 PROJECT* 04321.000 MODEL• 4EHB "2605— HAYDEN" GARAGE STnNG: RIGHT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA Z r A 2 18 DATE: 10 20 17 SCALE.". 1/4"=1' — 0" � FIBERGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN RR905.1.1 ON a' O.S.B. TRUSSES AT FIRST (5) FIBERGLASS SHINGLES OVER PROVIDE SAVE SHEATHING OR }' CDX BAYS 4'-0' O.G. (AT *30 PELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAMS) APPROvED EQUIVALENT) ON OF INSULATION FOR PER FASTENER SCHEDULE EMBED. STRAP 030 FELT PAPER INSTALL ED " O.S.B. SHEATHING OR � CDX CLEAR VENTILATION VERIFY W/ TRUSS PER FBGR RR905.1.1 ON �° PLYWOOD SECURED PER / PER FBEG R4(a2.2.3 PRE-ENG WC). TRUSS PLAN O.S.B. SHEATHING OR }' CDX FASTENER SCHEDULE 24" O.G. MAX. PLYWOOD SECURED PER FASTENER SCHEDULE I,_0„ PRE-ENG TRUSS MTL, DRIP EDGE SEE ENERGY CODE FORMS MTL. DRIP EDGE TYP. PRE-ENG WE). TRUSS MTL. DRIP EDGE —� SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 2X4 OR 2X6 FASCIA O.H. 24' D.G. MAX. FOR INSULATION R-VALUE5. WOOD SHEATHING 2X4 OR 2X6 FASCIA 5/8" GYPSUM BOARD OR 1/2" PER ELEVATIONS 2x4 OR 2x6 SUB -BAND PER ELEVATIONS HIGH STRENGTH CLG. BOARD 1 PER ELEVATIONS" GYPSUM BOARD OR WRB LAYER tl, T. 2x4 RAT RUN SECURED STUCCO WRAP DOUBLE TOP PLATE W/ C?) I?ci's o EACH TRUSS VENTED ALUM. SOFFIT HIGH STRENGTH GLG. VENTED ALUM. SOFFIT 1'-m' VENTED ALUM. SOFFIT ; TYP, ��`—WINDOW HEADER SIZE VARIES SEE ENERGY CODE FORMS FOR BOARD LDLIANGYEPAPER RTIFIBER 1/2" CDX OR 7/16' OSB INSULATION R-VALUES * r METAL LATH O.H. PER WINDOW OPENING SEE SECURE TO WALL PER 1,000 UPLIFT 51MP50N I HEADER SPAN CHART FOR F48TENER SCHEDULE 5/8" GYPSUM BOARD OR CONNECTOR SP2 EA FASTEN TO WOOD STRUCTURAL 1/2" CDX OR 7/16' OSB DETAILS 1/2 HIGH STRENGTH CLG. SECURE TO WALL PER 2x8 SYP *2 2X8 STUD ON SHEET D2 : : " MEMBER • i' O.C. MAX BOARD F!8 TEXTURED FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 7/16' ZIP DBL TOP FINISH a WOOF ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUF3L8 TOP PLATE 'M' TYPE CONTROL JOINT OR 7/16" ZIP WINDOW SILL (INSTALLED PER WINDOW HEADER SIZE VARIES PLATE aTE FRAME TO BLOCK SHEATHING SYSTEM MANUF. SPECS.) PER WINDOW OPENING SEE ZIP SHEATHING SYSTEM ( INSTALLED " CONNECTION SEE DETAIL 2x6 STUDS 0 16' O.C. MAX W/ HEADER SPAN CHART FOR 15)DI (INSTALLED PER PER MANUF. SPECS.) OR INSUL., BEE ENERGY CODE DETAILS MANUF. SPECS.) FORMS FOR INSULATION "DRY WALL ri W METAL LATH STRIP WINDOW ATTACHMENT AS PER •. 6' WIDE STRIP SELF 7/8" THICK, 3 COAT R-VALUES MANUFACTURES SPECIFICATIONS DIA ANCHOR BOLL ` ADHESIVE FLASHING:, CLEAN CEMENT PLASTER 7/8 THICK, 3 COAT AT 16 " O.C. MAX WITH I' MASONRY BEFORE APPLYING ° T e G SUBFLOOR GLUED AND CEMENT PLASTER WINDOW BILL WALL EMBEDMENT AND 2" TEXTURED APPLIED TO METAL SCREWED AS PER FASTENER APPLIED TO METAL 2x6 STUDS o 16" O.G. MAX W/ SHEATHING DIA. WASHER FINISH MASONRY LATH OVER 2 LAYERS SCHEDULE ON SHEET D2 LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE OF GRADE "D' OF GRADE 'D' FORMS FOR INSULATION 2X8 SYP *2 8 CMU BUILDING PAPER OR SIMPSON SPl , PAPER BACKED LATH BUILDING PAPER OR R-vALUES WOOD STUDS OVER AN APPROVEDCA PAPER BACKED LATH ' T e G SUBFLOOR GLUED AND AT 12" O.C. MAX STUB 2X8 VERTICAL CONTROL OVER AN APPROVER SCREWED AS PER FASTENER HOUSE WRAP013 HOUSE WRAP SCHEDULE ON SHEET D2 BETWEEN DISSIMILAR 2x8 P.T. SYP *2 �\ 0 SOLE PLATE CU COURSE TIE -BEAM MATERIALS POURED SOLID WITH DETAIL 7B/WA2 PRE-ENG FLOOR TRUSS Z CONCRETE. (I) *5 SCALE: N.T.S. (INSTALL PER MFG. SPECS.) d REBAR HORIZONTALLY CONC. FILLED LINTEL ; " GYPSUM BOARD OR J" HIGH O 3/4' T 4 G SUBFLOOR GLUED DETAIL 7s/WA2 tt�� WEEP SCREED PER PRECAST LINTEL AND SCREWED AS PER BLK. W/ (1) N5 REBAR STRENGTH CLG. BOARD � � U � ASTM 926-C � lOG 3-C CONTINUOUS , (l✓ iX2 NAILER/DRAFT STOP PRE-ENG FLOOR TRUSS FASTENER SCHEDULE ON (INSTALL PER MFG. SPECS.) (SEE DETAIL 2/D3) I I WINDOW ATTACHMENT A5 SHEET D2 J' GYPSUM BOARD OR Z w PER MANUFACTURES BEE ENERGY GORE FORMS HIGH STRENGTH CLG. BOARD JUU SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. a FOR INSULATION R-VALUES 1X2 NAILER/DRAFT STOP O CMU) W/ (5) 12d NAILS @ EACH filu PRECAST SILL TRUSS PRECAST LINTEL Z *15 REBAR -a bro" C. FILLED LINTEL BLK W/ +- w O.G. MAX, IN PRE-ENG FLOOR TRUSS WINDOW ATTACHMENT AS PER (1) °5 REBAR CONTINUOUS Z [L/ !U CONCRETE I I (INSTALL PER MFG. SPECS.) 5/8" THICK, 3 COAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS � Z POURED CELL, Ix2 P.T. FURRING STRIPS PORTLAND CEMENT PRE-GABT CONCRETE SILL FOR INSULATION R-VALUES O VERIFY PER I& O.C. CON(. FILLED LINTEL BLK W/ PLAN. PLASTER APPLIED PRECAST LINTEL D 8' CMU (I) "5 REBAR VERTICALLY (1) *5 REBAR CONTINUOUS DIRECTLY TO MASONRY WINDOW ATTACHMENT AS PER z 1/2' GYP. WL. SD. f' W/ GONG. POURED CELL MANUFACTURES BPEGIFIGATIONS 6 O R-4.1-� RIBBON Fl! 5/8' THICK, 3 GOAT Ix2 P.T. FURRING PORtLAND CEMENT PRE CAST CONCRETE SILL o U INSULATION (I) *4 CONTINUOUS REBAR FAS TENINGr DETAIL STRIPS 624" D.C. PLASTER APPLIED � � WOOD BASE all CMU DIRECTLY TO (1) "5 REBAR VERTICALLY" -4 O SCALE: 3/4'=1'-0" IR II2, GYP. WL. BD. MASONRY D m z *4 REBAR 48" LONG \, W! GONG. POURED CELL l.0 jy 4 p W/C ' HOOK Q 24" O.C., WOOD BASE Ix2 P_T. FURRING z Q 0'-0" STRIPS •+ 24" o.c. fl K1 Z `1 - MIN. 24' IN 5LA5 1: (X ROOF 7Russ UPLIFT FIN. FLR. 8" CMU 0- r, 2'-0" (MIN. CONNECTI IN SLAB) SH, FOR I/2' GYP. WL. BD. I CLARITY (SEE • r Q z Q WOOD 54SE SHOP DWGasa +6'T MWALL TO B! �� 0l-0„ a Mf . O FIN. FLR- 3 COURSES ' ~ WALL T 3 1/2' CONC., REINF. W/ 6"x6" 4 • - WIAXW1.40 WWM ON (o-MIL EXTERIOR WALL ..� ° .a SHEATHING (SEE SECTION - _ L4._ POLY ETHYLENE VAPOR NOTES) FASTEN EACH STUD MWALL To BE WOOD D ` • RETARDER ON To DB saran PLATE 2-- STORY � . 2—STORY -_M� 3 COURSES WELL -COMPACTED CLEAN PER MANUF. SPECS. WALL WALL FRAME TO 6' 60 6FILRCRE T TERMITE A SECTION SECTION LOCK WALL m ° 2'-01 (3) *5 REBAR CONTINUOUS SECTION AT TOP 1 2 SCALE: 3/4"=I'-0' " ' �= ON CHAIRS OF EXTERIOR WALL :GALE: Nts FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 30 FELT PAPER PRE-ENG GABLE TRUSS * OVER *30 FELT PAPER EXTERIOR WALL STUDS t PLACE STRAPS SPACED STALLED PER FBCR INSTALLED PER FBGR PRE GABLE TRUSS NOTE: WALL BFIEATHING SHOWN WITH ON AS -qq5PF $TIFFBAGK (SEE $EALD TRUSS SPF STIFFBACK (SEE SEALD TRUSS DIAGONAL BRACE SHOWN WITH ONE 5.1.1 ON O.B.B. RRg®5.1.1 ON " O.B R. ADDITIONAL STRAP AT ENG, PACK FOR SIZE & CONNECTION) ENG. PACK FOR SIZE E CONNECTION) CENTER OF TRUSS FASTEN STUDS TO BLOCK WALL „ EACH WINDOW KING STUD SHE OR" CDX 2x4. BPF BLOCKING BETWEEN SHEATHING OR CDX 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST WITH U6P MSTA4e STRAP WITH PLYWO UREP PLYWOOD SECURED „ FASTENERS 46 SHOWN. INSTALL PER F R TRUSSES AT FIRST (5) BAYS 4 TRUSSES AT FIRST (5) BAYS 4 -0 RIDGE. DIACONAL STRAP • EA END (U.N.0) < SCHE O.C. (AT SHEATHING SEAM) PER FASTENER MIN C10) D (COMMON NAILS SCHEDULE O.C. (AT SHEATHING SEAMS) BRACE TO BE m ANY SPACE STRAPS ' FOLLOWS: INTO STUD (0.14S DIA X 1 1/2' i " -1T0 MPH 'C : 32' O.G. NOTE: SPAN 15 -0 OR -110 MPH'B: 32, O.C. LONG) MTL. DRIP EDGE DIAGONAL BRACE o MTL. DRIP EDGE GREATER. REFER TO Ibm MPH 'G': 32' O.C. 6TRAPS INSTALLED CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRUSS ENG. FOR 150 MPH 'B': 4a' O.G. OVER WALL SHEATHING ->=NG 24' PRE-ENG LU TRUSS 24' -140 MPH 'G' 4&' O.C. HIGHEST RIDGE. DIAGONAL PER ELEVATIONS ADDITIONAL TOP OF STUD WALL 2X4 OR 2X6 FASCIA BRACE t0 BE •m ANY SPAN SECURED W/ (3) 12d O.G. MAX. HORIZONTAL TRUSS 5OLE PLATE PER ELEVATIONS 15'-0' OR GREATER. REFER NAILS REINFORCEMENT. FILL ALL RENAMING STRAP SEE FASTENER HOLES Wi 10d NAILS INTO SECURED W/ (3) 12d SECURE TO TO TRUSS ENG. FOR SECURE TO 0'-0" TO 30'-0" (1) WOOD 15ACKING NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE 1/2" CDX OR 7/16" OSB TOP OF (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1" TO 60'-0' (3) TO NOT PLACE SCREW IN TOP HOLE NEAREST 70 TOP FASTENER PATTERN NAILS X-BRACE (U X-BRACE - � Grlu BLOCK WALL SECURE TO WALL PER NAILS 0'-0" TO 30'-0' (1) 1/2' CDX OR 1/16' OSB W CENTER AND (2) MASONRY WALL FASTENER SCHEDULE X-BRACE SECURE TO WALL PER BRACE DIVIDED CONNECT BOTTOM of ON SHEET D? STRAP TO CMU BLOCK WALL OR 7/16" ZIP BREATHING 30'-1' 70 60'-0" (3) FASTENER SCHEDULE EQUALY FROM CENTER Wi (v 3/16' DIA x 1-114' 5YSTEM (INSTALLED PER X-BRACE (1) X-BRACE ON SHEET D2 MANUF. SPEGSJ m CENTER AND (2) OR 7/16' ZIP SHEATHING TO END LONG TAPCON MASONRY CMU BLOCK WALL SCREWS BRACE DIVIDED SYSTEM (INSTALLED PER 7 WEEP SCREED, SEE GONT. 2>x4 SPF RAT RUN SECURED W/ QUALY FROM CENTER MANUF. BPECB.) CONT. 2x4 BPF RAT RUN SECURED W1 DETAIL 75, SHEET WA2 (2) 12d's m EACH TRUSS ND 2X4 W/ 3/V X 5 LAG (2) 12ds A EACH TRUSS GABLE END 2X6 P.T. SECU (2) 2x4 *2 B_Y.P- DIAGONAL BRACE W/ 032, O.C. MAX. OR (2) 2x4 02 S.Y.P. DIAGONAL 5RACE W/ 1/21XV, OR EACH TRUSS DIAGONAL GA SIMPSON MSTA-24 m (3) 12d's ® EACH TRUSS DIAGONAL CROSS EXTERIOR STUD WALL CONNECTION BOL G. MAX. x_BR1NG t0 COVER 5-7RUSSEs '� X- BR 32' Oc. MAX. X-BRACING t0 COVER 5-TRUSSES BRACING TO FIRST FLOOR MASONRY WALL N BLE TO 2Xrwa DBL TOP PLATE 5/8' GYPSUM BOARD OR 112" HIGH 5/8' GYPSUM BOARD OR 1/2' RICH � - � a - , �� 3 SCALE: NTS 26 NAILS 6 O.C. STREN(2TH GLG. BOARD SCALE: 3/4 -1 - 2X STUD 16' Q,C. MAX. STRENGTH GLG. BOARD SCALE: 3/4 -1 -0 MAX. A R C N I T E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 W r� W a qCQ A z ti ARCHITECT: STATE OF FLORIDA DATIM 10/20/17 9CA AL- 1/4"=1'-0'1 _4 Co *NOTE: NAIL SHEATHING TO ALL 2X AS PER EXT. SHEATHING NAILING, ad 4" O. X EDGES e (o"-8' O.C. MAX IN THE FIELD x RIDGE ONE SIZE LARGER SECURE 2x6 MIN. TO BLK W/ (2) 'XS' A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SIZE A W/ 2'x2'X4 WASHER AND NUT SPACED EVENLY FROM FLOOR TO (3) 12d NAILS OR GARAGE DOOR H IN JOINTS PT�1"INM* M . GUN NAILS DBL. TO TE DBL. TO ATE 2X4 16' O.C. 2x4 COLLAR TIE AT E HER 2X4 I6" O. X. SECURE 2X4 T RA MIN. (3) 12d NAILS WOOD W/1-12d m 6'-a, O.C. STAGGERED MIN. (4) 10d GUN NAILS SECURE 2X4 W! 2-I/4" SECURE 2X4 W/ 2-3,{m 2x RAFTERS ' TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN Ix8 NAILER SECURE TO TRUSSES (MIN. SHANK SIZE .145 MIN - SHANK SIZE .145 MIN. pp pp BELOW W/ HEAD SIZE 300 MIN. HEAD HEAP SIZE .300 SECURE x (2) 12d NAILS OR EMBEDMENT I WAN EMBEDMENT I Yd /IN D EA. END NOt E EED FLAT TO BLK (3) 10d GUN NAILS 0 EA. TRUSS EA. END NOT TO EXGE E BT. PLATE 8 P. AX WAY W/ CUT NAIL$. S, �S✓ SIDES: 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 T. PLATE �0 Y�'XS' A-BOLT5 4" EMBEDMENT MIN. p CREATE VOID FOR STRAP 2X4N500BLCGKINGSECUSHEATHING W/ 2"X2'41& WASHER AND NUT PENETRATION /2' GpX SPACED EVENLY FROM FLOOR TO 2 BLOC 112, CDX WITH MIN. 2-12d PER BLK. GARAGE POOR HpR IN JOINTS ROOF DEGKI BE E T SHE EA. END PRIOR TO FILLING. PRE- 5ES WITH M 2-12d K. A. END 1-2X6 PT BLOCK o CENTER OF ENG TRUSS EXTERIOR ARCHWA G EXTERIOR ARCHWAY DOOR HEADER W/(I)VXS" J-BOLTS WITH WINDOW SCALE: 4" EMBEDMENT W/ 2'X2'XYe' WA 5HER ❑ FRAMED ROOF 1 1/2'•1'-0' AND NUT. �CONV. TA-24 RAFTER TO BLK'G L� SCALE: 12"=I'-0' BETWEEN TRUSS♦$ SCALE: IR' =1' -0' 19 — ALL ANCHORS ORD _ . MANUFACTURER'S . INSTRUCTIONS — SUCH INSTRUCTIONS ARE MORE STRINGENT //�QBUCK ATTACHMENT ' 1-,C IIC �. •.''?�uiT � f / ��.•� � .> III////// ►fir. ,`�uii � �-+.+��i • +.��. a �.�ry+FA.� ..`� fir; i jFRFEC,45T LINTEL �, '• `` I■ Mw hIII 1 I III�1• ,I I �I IYr4� �1/� MIN 01-10-11 0'101 ! � RE-ENG TRUSSES W/ TRUSS " 1115 UPLIFT ONNECTOR VERIFY W/ SIMP50M HTSM20 -RAMING PLAN W/10 10d 70 TRUSS OUBLE TOP PLATE AND (4) 1/4' x 2 1/4' TAPGONS TO CONT RIPPLE STUDS A 16' O.C. POURED LINTEL AX IMPSON L5TA-12 ® EA, JACK " 1900 UPLIFT TUD, BOTH SIDES OF (2) SIMPSOM HTSM20 PENING. INSTALLED ON OPPOSITE FACES OF BLOCK WALL x STUDS G 16, O.C. MAX W/ W/10 10d TO TRUSS ATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4' ITHIN J' OF WINDOW! DOOR TAPCON5 TO CONT PENING AND SECURE PER POURED LINTEL AILING SCHEDULE ING STUDS (SEE HEADER PAN CHART FOR DETAILS PRE-ENG TRUSS ND SPECIFICATION) ACKS (SEE HEADER SPAN CONTINUOUS HART FOR DETAILS AMC) BOND BEAM PECIFIGATION) ACK STUD ASSEMBLY TO BE ECURED ONE PLY a A TIME. BE 12d NAILS, TWO WITHIN 6' ROM EACH END 4 NO MORE HAN 12' O.G. STAGGERED G G. BOARD MENMT 8" FROM EACH MIN. 2' COVER TOP PL TE T P 4 BOTT lop PL 5ECURE TO MING, 1/2'x9' A.B. MIN. 1r TAP CONS -- -- D MINI 1 2' s5 THAN EMBED 1 I WIND ST 8 D TYP. INTERIOR EN4 32' O.C. MAX. 2' APART PRE-FAB P AB PRE 1/2, CI-G- BOARD rRuss P AB 5E D L C DOOR OPENING FRA SP4 OR H5 a TOP AND TRUSS ANCHOR T 1/2' BOARD TR T 11 50TTOM PLATES 6 EA. FULL 1/2' CLG. RD CONT. M L LENGTH STUD, BOTH SIDES 4 WOOD 1/2, D ALL TRACKS, 4 O a OF OPENING. 12 RETROFIT UPS eI6' BOTTOM OC N.T.S. O.G., O.N. E 2x T LOCK W/ l2) LINE OF SLAB 2x4 WOO , DRYWALL 1/2' DRYWALL T D r. I/2I STUDS ,wI6' SS �. 05 REBAR VERT. IN CORNER BEAD O.C., U.O.N. OCKING 2X4 WOOD CHANNEL SNAP TAPGONS DRIVE PIN SOLID GROUTED CELL MID -WALL SEALANT 4 MID -WALL SECURE BT. PLATE STUDS �24" STUDS 24' o N SHANK SIZE ) BACKER ROD LAYER OOQ���.. /2 EMBED. I ') ° - CEMENT PLASTERY SECURE BT. 32"X9" TO SLAB W/ 10d O•C- [PS1JM WITHIN 8 OF EACH AND ° STRUCTURAL FOR PLATE 5'CMU SEE 70 5L,[+£ !2' DRYWALL 32 1° MASONRY NAIL ® W��Rl 18' Q.G. MAX SPACING. a APPLIED REINFORCEMENT W/ 10d My, Y E T 32' O.G. MAX ATT D TO EA NAIL 'm .C. a , { MDASONRY TO 2x6 P.T. WD M .( \����JJJ 2X4 PT. SID s 12' O.C. e I ATTACHED TO FILL - SEE SEE FOUND N PLATE CMU WA d CELL AS F'ER GONG. SLAB FOR DETA GONG. SLAB GONG. 5LAB 4 E, SFPROVAL REO. a < T. a d FROOMTMIAMI-DADE °. ONG. SLAB a.—e SEE FOU TION I a' 4 a ° aWE=AT�4ER STRIP a .o W n o - 4 ° �MOULP NCt ALL FOR DE 5 SP46 O.G. MAX ST FLOOR ° e AROUND (B7 4, a _ _ a a ° ° ° ' 4 ° a GALV. 5TEEL— DOOR MANUF.) ST FLOOR 1ST FLOOR 1ST FLOOR TYP. INT. WALL ° d 4 TRACK BRACKETS INT. BEARING WAL INT. BEARING W TYP. INT. WALL- -- — — — FASTENED TO METAL STUDS � ° ° (NO UPLIFT) (W/ UPLIFT) (NON—BRG.) NON—BRG. 3,ObD JAMB GALV. STEEL OVERHEAD DOOR 8 8 SCALE: I/2'=1' 8 C SCREWS VERTICAL TRACK 1' MIN BY OTHERS 8 SCALE: 1/2'=I'-0' SCALE: 1/2'=1'-�' SCALE: 1/2'=I'-0' B7 MAUF. $LIRE rr ARCH WINDOW FRAME FA5TENED TO ROOM rJ' C,��-' : J ��- u ° � 1- 011 TRACK BRACKETSGARAGE DOOR JAMBS CARRIAGE /2' AND LOGE NUTS. SCALE: 1/2'=1'-0 TRU65 TO WOOD FRAMING SIMp50N MTS-12 PRE-ENG TRW 5 W/ TRUSS CONNECTOR RIFY W/ PRE-ENG TRUSS PRE-ENG TRU55 FRAMING P DOUBLE TOP PL DOUBLE PLATE -ENG TRUSSES OR 2x CONTINOU5 5 SS DBL. 2X TOP PLATE v. FRAMED RAFTERS 5P4632' O. AX BLOCKING MID L T/I6' 0.5.5. CRIpP STUDS 4 16" O.G. 2x STUDS ! I .C. MAX, OR l/16' ZIP SHEATHING a MAX _ U.ON. SYSTEM (INSTALLED PER HEAD SIZE PER SI ON LST a EA. JACK PRE -EN EKED MANUF. SPEGSJ SPAN T. - BO gID OF SS " T : G S LOOR GLUED 2X BLOCKING m AND Sc TND AS PER EN G. TOP OF MTS-12 FASE CHEDULE 1/2' CDX T DS a I ' O . MAX W/ 15T FL TUDS TO I ATHING TO BE 2ND R TUDS 2X STUDS ib' O.C. MAX. DOOR/ WIT WINDOW/ POOR 51 A-36 a 32' 2X BTr L PLATE WINDOW E AND SECURE PER 2X 3/4' FLOOR DECKING �� ® OPENING IL NG SCHEDULE O PLATE M67A-36 32'O.G. \ KING STUDS (SEE HEADER MAX SPAN CHART FOR DETAILS PRE- ENGINEERED AND SPECIFICATION) FLOOR GIRDER X4 STUDS 16' ac PRE-ENG FLOOR TRUSS JACKS (SEE HEADER SPAN �} O.S. OR BT DOUBLE TOP PLATE PRE- ENGINEERED CHART FOR DETAILS AND CDX PLY. . ATTACHE 2x CONTINOU5 STRESS FLOOR TRUSS SPECIFICATION) PER FAST ER 5CHED FL LOCKING MID WALL (D JACK STUD ASSEMBLY TO BE ON SHE♦ 2 TS- CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. SECURED ONE PLY . A TIME. "VIM' ZIP SHEATH STUDS s 16, O.G. MAX, W/ I/4' GAP FROM BLK SYSTEM TO 0.513. USE 12d NAILS, TWO WITHIN 6" SYSTEM CMS7ALLE R TEXT, FINIISH MANUF, 5PEG5.) 1/2 YP..L. BD. (2)HORIZONTAL 2X SPFROM EACH END 4 NO MORE F. STRUCTURAL BLOCKING AT � 2x4 BLOGKI NDER THAN 12' O.C. STAGGERED PERIMETER OF 0.58. TO PROVIDE CONT. NAIL PATTERN WALLS SGURE SEC BT. PLATE TO 4 OR H5 m TOP AND BETWEEN TRU BAYS W/ PRE -ENGINE D ETA-16 SP4A32' O.G. MAX SLAB J'x9' ANCHOR Q REMAINING AREA TO BE SHEATHED FROM DBL TOP TOM PLATES o EA. FULL (3) 12 ACH ENE) TR BOLT WASHER SET IN PLATE TO HORIZONTAL BLOCKING. L H STUD, BOTH SIDES MU WALL elm So GH STRENGTH OF ING 2x DOU 70P PLATE EPDXY 1 BED. MIN. ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW SHEA G TO LAP TO DS 16' O.G. • • • 5IMPSON 5 BOTTO PRE-ENG'D -12 a EVER STUD 32, O.G. MAX (1j) INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TRUSS B .. SHEATHING TO 5TUD5 MUST NOT AK 1'-4' MIN. 2X4 BT. PLATE 9 INT. 2—STORY L. W. EXT. WALL SHEATHING T EXTERIOR WINDOW/ FROM 2ND FL INE. DORMER SCALE:1/2'=I'-O' 4 SCALE:1/2'=r-0' 14 OR OPENING WD FRAMED ATTACHMENT 16 EE WALL DETAIL ® ENTR F� SCALE: 3/4' = I'-0' SCALE: I2"=1'-0' 15 SCALE: 1!�"=I! CONTROL DATE: 07/01/15 01 A R C H I T E C T S 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 40 7-7 74.4078 www.abdesigngroup.com AA #: 0003325 h w U co, a A ti A 2 ti LA SUBDM 8e LOT: CREEKSIDE LOT #133 PROJECT# 04321.000 UODEL' 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: MISC. DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE- 10/20/17 SCALE: 1 /4"=1' — 0" SHEET D 4 ng Permit # owners NameApplicant Product Opening Design Pressure Product Rated Design Pressure Manufacturer Model # Product Approval Glass Type Method of Attachment Number 1/41" concrete screwy 6'" edge distance @ head, 4" edge Swing door (+36) / (-'47) (+67 / (-67) Therma-Tru Smooth Star FL 046i.1i /� distance jamb, 4'" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. Min. embedment of all anchors to be 1 1/4" Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners, 113/4" O/c at jamb, 16" @ head. 11/4"" embedment.. Type II: 3/161" or 1/4" ITW concrete tapcon anchor. 6"° max. 3H Window +38 / (-48 ( ) ) ( 50) / {_Sp) Ply Gem Ply Gem 1500 FL161.03.1 R9 Non Impact from corners, 71/4"" a/c at jamb, 10 1/4"' @ head. 1 1/4"" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements, Type 1. 3/16" or 1/4" ELCO Ultracon anchor 6" max, from corners, 14"° a/c at jamb, 10" @ head, 11/4" embedment. Type Ik 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. Window (integral Mulled) (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem #Soli FL16100,1-R6 Non Impact from corners, 81/2"" a/c at jamb, 6"' head. 1 1/4"' embedment. Eight additional tapcons top and bottom required horitontally, One midspan vertically each side. Install per manufacturers recommended requirements. 1/4"" concrete tapcon anchor. 2 1/2" minimum edge distance. ing Glass door (+33) / (A1) (+50) / (50) y Gem PI Builders Series FL14634.2-R3 Non Impact 6" max a/c from corners and 20 3/4"" max a/c elsewhere top, 4780 vertically and bottom. 21/2" min embedment, 1/41" concrete tapcon anchor. 6" max a/c for corners. Tapcon due single door required 3''" each side Of center of Opening tap and bottom, pith transom +36) / (-47 ( ) +47 ( ) / (�4.�� Therma-Tru Smooth Star 1=L14085.1-R2 N/A Top and bottom centerline of each door slab et tapcon. Rest g p of vertical o/c spacing is 14" max. 11/4" embedment. ale Garage Door N/A 3/81" x 2-3/4" Hilt! sleeve anchors 6" from ends 22" O/C (+29) /' (-35) (+46) / (-42) Clopay 16,2x7 73 W6 FL16546.6-R3 Use galvanized (zinc coated) roofing nails, 11 or 12 gauge,. with at least 3/8°" dia. heads, long enough to penetrate through plywood or 3/4" into boards, Use 4 nails per shingle Roof IKO Cambridge FL7006.1-R10 placed 6-1/8" above the butt edge, approx. I" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 nderlayment Interwrap RhinoRoof U20 FL1S216,1-R3 gauge 1 %" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" a.c. in the field Of the roll Soffit +31.6, -38.8 (+157) / (-46,1) PlyGem Variform Soffits FL243.61.1 1/4" x 20 stainless steel or ELCO Panelmate with minimum ,ane Panels Less (+47) / (53) Hurricane Storm 24 GAGE FL16293-R'2 embedment @ 13/4" in concrete / masonry, 21/2`" min. edge han 6' span panel MFG. distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. 1/4"' x 20 stainless steel or ELCO Panelmate with minimum -icane Panels 6' (+4S) / (-50) Hurricane Storm 24 embedment 13/4"" in concrete / masonry, 2 1/2"" min. edge aan or more panel MFG. GAGE FL162 3-R2 distance, 12" a/c max. spacing. Can be headed screw or all thread but with wing nuts. ,stem Sheathing !-lobar Wall Sheathing 17147.2-R2 Install per manufacturers recommended requirements. A R C HI T E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w w 0 ti a U A A ti ti SUISDIV. ae IAT; CREEKSIDE LOT #133 PROJECT# 04321.000 MODEL• 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE; PRODUCT APPROVALS 160 MPH EXP. C DATE: 10/20/17 SCALE: 1 /4"=1' — 0'" SHERT NOTE: NOTE' IF ZIP SHEATHING SYSTEM IS APPROVED IBUILDING WRAP IF ZIP SHEATHING SYSTEM IS s < INSTALLED, PLEASE SEE SHALL 5E LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE MANUFACTURERS 6" MANUFACTURERS a VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE « ENDS) i 6' a HORIZONTAL LAPS. WRAP MATERIAL) OVER A INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO 5E I' INSTALLATION PROCEDURES APPROVED HOUSE WRAP. > cl ASHING TO EXTEND ONTO PIPE I . WITH FORTIBER SHEATHING TAPE � . / I" OR LESS PIPE k (( 6 x6 SELF -ADHERING MEI-15RANE PREFORMED CONTROL JOINT �' THICK, 3 COAT CEMENT PENETRATION 1 WRAP MATERIAL)FLASHING )OVER 4x4'TIDLE W/ OUSE FLANGE OF CONTROL JOINTS T \ PLASTER ! 5E WIRED TIED TO LATH 6 S' WRB LAYER V, FORTIFI5ER \ I �LSHING OVERNGR MEMRRND ti '� _ FLASHING OvER APPROVED O.C. MAX (VERT.), NOTE: DO BHUILDING PAPER / I' MIN. LAP * METAL LAT\ HOUSE WRAP. NOT FASTEN CONTROL JOINT TO ^*! FLASHING TO EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH l� LEG MAY 5E USED TO TEMP. FASTENED al' (VERTJ O.C. MAX elk X X l SECURE CONTROL JOINT AT SUPPORTS X X X — CUT AND OVERLAP ONE Or DURING INSTALLATION WR5 LAYER 11, �- SELF -AD ERING MEMBRANIEE CUT FASTENERSO.C.TO X VERTICALLY SF LLYD STUCCO WRAP METAL LATH I FLASHING STEP *1 STEP "2 FLASHING OVERLPONE SIDE OF WOOD SHEATHING FLASHI pHERING MEMERANE OR 1/16' ZIP SHEATHING WR5 LAYER "I, I" THICK, 3 COAT CEMENT PLASTER STUCCO LAYER SYSTEM INSTALLED WRAP STALLED PER WRAP _ . 8 CS.) AF'ER LAP BELOW Y METAL LATH WRB LAYER 02, FORTIFIBER *k° a f._: r' �'' �- ° ' 4 i i . = i _ i '75:•: ..•vr:''' 6' MIN ONL c " WR13 LAYER 02, FORTIRIBER W LAYER 02, FO�a't'IFI R HUILDINa PAPER ,,. �,,• BUILDING PAPER BUILDING PAPER I METAL LATH — WR5 LAYWER 01, RAP 6"x6' SELF -ADHERING MEMBRANE — FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING d TO INSTALL FASTENERS (CLIPS, HOUSE WRAP. OVER APPROVED GAP MIN. WOOD SHEATHING STRAPS, STAPLES) AS LATH SHALL NOT REQUIRED TO SECURE -i OR'1/I6' ZIP SHEATHING FLASHING TO EXTEND ONTO PIPE BE CONTINUOUS 6'MTn e' PIPE/ WIRE TO FRAMING THROUGH CONTROL SYSTEM (INSTALLED PER JOINTS BUT SHALL M NUF. SPECS.) FLAB SELF -ADHERING MEMBRANE � "�� �• ` FLASHING OVER APPROVED BE STOPPED AND TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING 4- OVE PER ASTM GI063 HOUSE WRAP. I' MIN LATH � ._ FLASHING 70 EXTEND ONTO PInE PLACED FLAT MAX. 6' TO S' LAP, LAP R 1.10.1.4 FROM CONTROL JOINT WHEN \ NOTE:\ / EAD OF SEALANT CONTROL.STRUCTUJOINT SCALE: FALLS ON APER LAP NSTA�L�LT APPROVED HOU EWRAP AIR I. FASTENERS FOR LATH TO 5E NAILS OR -" 11!1'=I'-0' INFILTRATION BARRIER OVER STAPLES IN COMPLIANCE W/ ASTM C1063 SHEATHING 2. WIRE TIES TO BE (NO. 18) 0.0415" WIRE 3. BLOCKING SHOWN MAY BE IN ADDITI01* \ ELASTOMERIG COATING OVER STUCCO/ TO WALL STUDS REQUIRED PER PLAN C.Y. FINISH (SEE TYP WALL SECTION) YERTICAL LATH & PAPER DETAIL WOOD STUDS SECTION PER SECTION R7037 Exterior lathing and plastering NOTESHEATHING Exterior use of Portland cement plaster OR -IR6' ZIP SHEATHING SYSTEM shall comply with the application SIDE LAPS OF METAL (INSTALLED PER MANUF. SPECS-) requirements of ASTM C 926-12A. PLASTER DAMS SHALL BUILDING NOTE: 5E SECURED TO PAPER 6' MIN. IF Z1P SHEATHING SYSTEM IS Installation of exterior lathing and framing FRAMO"M" TYPE CONTROL JOINT THEY NG SHALL LAP Shallcomply wthASTM closa,zA. 1 THEY SMALL BE TIED INSTALLED, PLEASE SEE BETWEEN SUPPORTS MANUFACTURERS WITH 0.04'15-IN, (12i-MM) STUCCO )h' LAP • LATH WIRE AT INTERVALS NOT 3' LAP • PAPER INSTALLATION PROCEDURES MORE THAN S' (22s-MM). AS PER ASTM G1063 (j � I � � E N T A T f ON T A C � �i°� l Q I. FOLD INWARD ®PTA ( JJ j I. FOLD INWARD B PT A l $.L � NOTE (g FOLD �J CREASE2. • B 4� KIC KO UT FOR REPAIR OF TEARS HORIZONTAL LATH I V _T_�. DET A I L M WR15LAYERS, TEARS 1 L MAY BE PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR FOLD PEEL t STICK • 46 ® 1116' ZIP SHEATHING 51-6TEM ( INSTALLED PER MANUF. SPECS.) OR ® 1. FOLD INWARD • r d, 1 I. FOLD INWARD • PT. A .: WOOD SHEATHING OR CMU . A 2. CREASE • PT. B WRB' L AYER *1, 2. CREASE • PT. B 3. GREASE • PT. G STUCCO WRAP (FRAME ONLY) :• i. CREASE 6 F'T. C Y 4. FOLD PT. C OVER PT. -,'Al B TILL PT. G TOUCHES 50TTCM FLANGE ® .,' THICK, 3 COAT CEMENT PL ASTER CEMENT ) PLASTER(CMU) COAT L E 1 � ° „°A METAL LATH (FRAME ONLY) A. r DRAINAG;E FLANS (UJRB LAP WR5 � TAPE OVER ®�D 0 t ROOF/WALL SCREED • TI 'a'Y-'E WATER TIGHT L A rrca#1/ STUCCO W A F) NOTE: SEAL FOLD, 124 hQ1 CUT. IF ZIP SHEATHING SYSTEM IS Z $°X5' "L" TYPE CONTINUOUS UJRF5 LA� rER �2 (FORTIFIE5ER .. —' — INSTALLED, PLEASE SEE �' THICK, 3 GOAT CEMENT PLASTER!FRAME), IR' 2 COAT GALv. METAL FLASHING MANUFACTURERS CEMENTPLASTERfCMU) z (NAIL TO ROOF DECK, NOT 5U ILE:) ING FAFER) INSTALLATION PROCEDURES WFZ5 LAYER 02, FORTIFIBER 5ILDING PAPER (FRAME ONLY) WALL SHEATHING) UI n WR5 LAYER °I, CAP SHINGLE - DO NOT NAIL, METAL LATH X X X X STUCCO WRAP(PRAME ONLY) INSTALL WITH ROOF CEMENT LAP LAYERS OF BUILDING WRAP (i • OVER NAILING FLANGE, STOP •• WR5 e A AF'PROXi 115' ABOVE STUCCO .: • . ° - SHINGLES !FRAME ONLY( V � d FRAME OR Gf'u EXTERIOR r ROCFNIALL $CREED fzOOF CEMENT +--I I s I � ROOF PER ELE�/>L!T IONS WOOD 5� �T'I—t I I VG :: ^ �q o _ WALL PLASHIWA OR 1116' ZIP SHEATHING SYSTEM KICK -OUT e FLASHING fseE 6 �� C INSTALLED PER MANUF. SPECS.) — — — — — — NOTE: SELF-,4I��-IESI�/E FL4SI�INC IF ZIP SHEATHING SYSTEM IS NOTE: INSTALLED, PLEASE SEE MANUFACTURERS 1 ITAL LAT�4: LATH TO 5E E'ER SECTION FELT UNDEFA.AYMENT ,a� �- WATER TIGHT SEAL !BEND OR INSTALLATION PROCEDURES �J� 1 / J� /ws, d ��/x� �/r }1—� t��r SOLDER, DO NOT CUT) R7O3.7.1 / A5TM C—STl—O�, MIN_ 6_r/ L l5_ litySHINGLE ROOFING �Q O WALL NDTEI NSTALLTER51E KION6 FE � 50, �A�FD (UT I L I Tyr' Oiz NOMINAL `$u' A FLA5HING AT BOTTOM( OF ROOF 1 WALL INTERSECTIONS DRIP EDGE: OVERLAP 3% EXTEND I/2'EiELCW LATI4 DOES NOT MEET BPECIFICAT IONS) SHEATHING, MECHANICALLY FASCIA LLRAP j 9 ? ) 9 FASTEN 4' O.C. MAX. 5 L F L A S H I N G N.T.S. 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 U W Q F A R 2 ti MOM do Lost CREEKSIDE LOT #133 PROJECT# 04321.000 MODEL- 4EHB "2605-HAYDEN" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA mpy N 18 DATE+ 10 20 17 SCALE: 1/4"=1' — 0" SHEET 'lMAN NOTE' INSTALL 6' 5ELF-ADHERING IF ZIP SHEATHING SYSTEM IS MEMBRANE FLASHING OVER STUCCO INSTALLED, PLEASE 5EE TOP, 51DE(5) AND BOTTOM �INlr�l I MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. ro" SELF IVE WOOD CONSTRUCTION SEQ ENCE OF FLASHING TO BE: OVER S ES 7/16' ZIP SHEATHING SYSTEM "1I16" ZIP SHEATHING SYSTEM 1. BOTTOM, 2. SIDES, 3. TOP (INSTALLED PER MANUF. SPEC R (INSTALLED PER MANUF. SPECS.) OR s: i X VENT GAP IS t0 BE 5£7 IN BED Cj WOOD SHIE,4THING WOOD SHEATHING i WRB LAYER "I, OF SEALANT AT TOP AND AS N WRB LAYER 01, STUCCO WRAP X SIDES ONLY. SEALANT 15 TO BE 1 TOOLED SO .45 TO DEFLECT WATER AWAY FROM JOINTS. STUCCO WRAP k `' WRB LAYER P FORTIFIBER I,. X:. E-Z BEAD ALL AROUND REMANUF. DRYER BUILDING PAPER I VENT APPLY SEALANT ALL VENT CAP (SET IN k METAL LATH 1 ; WR Y ORTIF15EIR .X JOINT5 AND INTERSECTIONS CONT. SEALANT) WOOD a 7/8 TEXTURED �. } U ER APPLY SEALANT AT PERIMETER OF GONSTRUGTIONFINISH WOOD BACKER ROD NON -MOVABLE FRAME AND STUCCO t. ON ALL SIDES, Ya" CAULKING JOINT = ; FASTEN TO WOOD STRUCTURAL MEMBER +� 'I" O.G. MAX TO LAS DES -1° T 3 COAT CEMENT 8' cM1u I ALL AROUND F TAR y' TOE' MID -WALL PER SECTION R703.7 WEEP SCREED I I Exterior lathing and plastering .• ,, ' - zQ BACKER ROD Exterior use of portland cement plaster ro T,T� �i : T� TaT rl� (BLOC /g" T g" MID -WALL shall comply with the application DRYER VENT JL ; WEEP requirements of ASTM C 926-12A. • X' I E 6' WIDE STRIP SELF j X Installation of exterior lathing and framing ADHESIVE FLASHING, GLEAN � i I shall comply with ASTM C 1063-12A. - MASONRY BEFORE APPLYING 5ELF-AD IVETEXTURED �r X: p y I WRB LAYER "I, FLASHING FINISH g MASONRY �� X STUCCO WRAP X HOODED VENT BUILDING PAPER WOOD FRAMED OVER "QUICK HORIZONTAL WEEP SCREED ' CHICK, 3 GOAT CEMENT FLASH' � i WALL PLA6TER (FRAME TO BLOCK METAL LATH — — f^j A HO ZONTAL WEEP SCREED WRB LAYER "2, FORTIFIBER PIPE THROUGH BUILC�ING PAPER WALL (FRAME TO FRAME) NOTE: NOTEf IF ZIP SHEATHING SYSTEM 15 Wool,) SHEATHING �\ _ F ZIP SHEATHING SYSTEM 15 INSTALLED, INSTALLED, PLEASE SEE NALLPEDURE6S MANUFACTURERS DRYER VENT (FRAME) INSTALLATION ROC 6 SELF ADHESIVE INSTALLATION PROCEDURES FLASHING, (INSTALL PER MANUF. SPECS.) OR'1/1b ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) BUILDING PAPER WOOP SHEATHING UNDER 'QUICK FLASH' �� RB LAYER "1. NOTE: WRB LAYER "I, f: Stucco WRAP IF ZIP SHEATHING SYSTEM IS APPROPEVED HOUS£WRAP STUCCO WRAP WRB LAYER 0 P FIBER INSTALLED, PLEASE SEE FOR BOX INSTALLATION BUILDING PAP MANUFACTURERS WOOD IN5TALL4TION PROCEDURES CONSTUCTICN x CUT "X" INTO VENT PENETRATION WRB LAYER *D l, SELF -ADHERING ` META H STUCCO WRAP MEMBRANE FLASHING SCALE: N.T.S. Ly, a" G v A51 B D APPLY SELF -ADHERING �)µ arc AISE AND WOOD 5HIEATHIING MEMBRANE FLASHING 1 OVER BOX AND OVER ''•" }�' M-WALL APPROVED WRB LAYER 'tl a � - EEP SGRE STEM' "I 5TEF' #2 6" WIDE STRIP SELF 1 ADHESIVE FL-ASHING, CLEAN MASONRY 15EFORE APPLYING APPRDVED FLASHING I HOUSEWRAP WRS LAYER 01, BELOW 5TUCCO WRAP ELEC. METER FIELD 1 VERIFY LOCATION �ELEC. METER FIELD —SELF -ADHERING STONE EER VERIFY LOCATION CUT 5UGN THAT APPLY (om MIN MEMBRANE FLASHING OVER TCH GOAT NO MEMBRANE GRADE V' FELT ENTERS BOX, OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE 5ELF-ADHERING O RIZ O NTAL WEEP S C RE EDGE FLASHING OVER AND ONE C1) LAYER OF PAINT APROVED W./STONE VENEEh' PRIOR METER TO INSTALLING ELEG. HOU5EWRAP WRB LAYER "2, FORTIFIE3ER (FRAME TO BLOCKA, CAVITY TO BE FILLED BUILDING PAPER WITH RIGID POLYMERIC STEP' �� V i �1 �T 150CYANOTE-POLYBLEND FOAM JL D Li C "GREAT STUFF" OR 51M ILAR) APPLY A SILICON ELASTDMERIc COATING OvER DRAINAGE PLANE (UJR5 BASE SEALANT AT POINT STucco/ C.V. FIwsH LAYER "I, STUCCO UJRAF) THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD . ° . ° . ° ° (SEE TYPICAL WALL OVER 60 MIN . o ° o ° SECTION) WR5 LAYER *2 (FORTIF1BER — — ' — ' — — •' GRADE "D" METAL LATH 5U(LD1NG P4PER) AREA TO RECEIVE FELT -PROVIDE STUCCO SCRATCH COAT SEALANT AT ALL • ° ° METAL LATH x�—x—x—x 1 COAT OF PAINT W/SACK- JOINTS AND ROLL PRIOR TO INTERSECTIONS o° ° . ° . °. ° o STUCCO C ' ELEC. METER INSTALLATION PROVIDE 5TUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD 5NEATNINCx METER CAN OR METER CAN OR 7/16" ZIP SHEATHING 5Y5TEM COM50 OR METER CAN AND ( INSTALLED PER MANUF. SPECS.) D 15CONNECT 5 T F F E;) & T F 5ELF-ADHE6IVE FLASHING — — — — — NOTE: ELECTRICAL RECEPTACLE METAL LATH. LATH TO BE PER SECTION ELECTRICAL CONDUIT � R703.i.1 / ASTM C-a4l-O9, MIN. 2.5 L55. PENETRATION PER 50. YARD (UTILITY OR NO INAL LATH DOES NOT MEET SPECIFICATION5) A R C R 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 CIO W 0 ti a U w q ti A sUBDIV. ec LOT: CREEKSIDE LOT #133 PROJECT# 04321.000 MODEL 4EHB "2605—HAYDEN" G A.RAGiE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C 10 /20 /17 SCALE: 1/4"=1'-0" 1 SHEET WlM Z/o C'0 wo, EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WRB LAYER *I, STUCCO WRAP ..WEATHER RESISTIVE -FLOOR DECKING `• BARRIER *1 WOOD WRB LATER *2, FORTIFIBER 3" X 3" 26 G ALV. CONSTRUCT( BUILDING PAPER PR G'D TRU55 FINISH LAYER !2 LAYER WEATHER RESISTIVE EEL 4 5TICK) METAL DRIP GE BARRIER *2 3 THICK, 3 GOAT CEMENT -- SET IN FUL ED OF — t 16" S.A.F. e WEATHER 515tIVE PEEL 4 SPACESEALANT M DRIP PEEL 4 5TIGK I i. //, ., /4' HAT CHANNEL PLASTER B IER *I 5 K DRIP ` FACE TREX I W '/6 TYPE X DR L 6' SAP. P GREED WEATHER RE IVE TO 5 T ING H EEP SCREED BARRI +2 ED TO ' 1 X2'x3" V' FLASHING DEC ''.: FULLY EMBEDDED �IML' THICK, 3 COAT GEM J RIrJ OSI 1 I .. IN ROOF CEMENT WOOD SHEATHING 5 PLASTER v WRB LAYER *I, METAL LATH I ! X AP FOR RIP EDGE D 44 SEALANT BACKER SET METAIN FULL BED OF Y4' GAP FOR BACKER WOOD SHEATHING I VXI '/'4^ P. R SIMULATED SPACE FROM DRIP STUCCO WRAP � WOOD (TRE FILLER, ROD < SEALANT SEALANT,X2" MIN. THICK, 3 COAT CEMENT ` ' VINYL C451NG BEAD 1 PLASTER CONTINUOUS FACE TO TREX WEATHER RESISTIVE 6' SELF -ADHERE ING WATER PROOFI 11fit WEA R 515TIVE VINYL CASING BEAD ;' BARRIER *1 AM6(�-WFWC-780 GUSTO 51N r? EXTERIOR GRADE LAYER l? LAVE EEL 4' R R*1 \ W RE515TIvE ,m TO FLASHING WRAPPED P OF WEEP SCREED SLICK) WRAPPED OM : V DRY WALL AtHE 515TIVE WATER PROOFING let I % 1 1 TO SHEATHING BELOW BALCONY DECK T ° R I *2 LAYER f? LAYER PEEL _ XT R 10 COLUMN CANTILEVER araRr►acCur*rr #STICK) nw�F rum`rr`e° N SHEATHING WRB LAYER *1, " THICK, 3 COAT CEMENT 4' POSITIVE DRAIN STUCCO WRAP WEEP SCREED PLASTER 6" PEEL 4 STICK a ' VINYL CORNER BEAD E MEMBRANE, �,-.:�,•....� ,�° ,. � � DRIP EDGE TO DECK �'' PEEL 4 IG 6" S.AF. ;� ; • ��.� _ 1 s. END OVER DRIP v4 1',' I a•, ;:. n WRB LAYER *2, FORTIFIBER N AP IN FIELD VINYL CASING BEAD SUB FLOOR EDGE \ 1 X2'x3' 'L' FLASHING BUILDING PAPER CSHOUN FOR C IFIGATION Cr®® i ;•: "FULLY EMBEDDED IN __________ 3 X 3 2(o GA. GALv. SUB FLOOR - - SEPARATE A SSORIES ONLY) = ROOF CEMENT METAL DRIP EDGE ®� SET IN FULL BED OF ' ° 6' SELF-ADHEREING 1 h' X 3' 26 GA. GALv. r FLASHING WRAPPED I Y2"XI }/4" T. R SI A SEALANT, 1a MIN. METAL DRIP EDGE ............... ..................... WRB LAYER *I, SPACE FROM DRIP CORNER OF CANTILEVER WO C REX) ILL R, 'XI .T. O IMULA SET IN FULL BED OF STUCCO WRAP �v ON N US ;' FACE TO TREX SEALANT, k` MIN. ' 4^ 51TIVE DRAIN VINYL CASING BEAD OD TRE ILLER, SPACE FROM DRIP AMIGO AM66-WFWC-l50 WE GREED FOR BAC ` ONTINUOU I CUSTOM CASING BEAD D 4 SEALANT I WATER PROOFING let i;g - FACE TO TREX FI SH LAYER ( AVER LAYER C2 LAYER PEEL 4 X4' GAP F SEALANT VINYL CASING BEAD PEEL 4 STICK) TICK) WRAPPED FROM OPT. B ER ROp. — WATER PROOFING let l® T P 3/4 RESILIEN i LCONY DECK TO MOD1F 9m LAYER (2 LAYER PEEL 4 NO A I t�1 JL� v JL� R1 I TILEVER 3/4 51LIENT I' STICK) WRAPPED FROM (SHOWN CLARIFICATION OF Nf(]T 10 HAT GHANN &EPA E ACCESSORIES ONLY) IF ZIP SHEATHING 5Y ($ EI EI VINY CAS1N A ? t PL KR3 GOAL CEMENT {� HANNEL I`e CANTILEVER 70 CASING BEAD INSTALLED, PLEASE SE VN GA&ING A ° THICK, 3 COAT CEMENT META ATH MANUFACTURERS 5/8° TYPE "X' RYWALL WOOD ATHING A57ER 1 DTL. ® CANT. wEATHE ESISTIVE INSTALLATION PROCEDUR ��{ w TEXTURE PAINTED 5/S" PE 'X' DRYWALL M L LATH SCALE: 1 I/2"=1'-(D° LEG II JL �I FINISH BARRIER W/ TURED 4 PAINTED - WEATHER 15TIVE SH I UJ0 SHEATHING g" THICK GOAT CEMENT BARRIER *2 H F LAST 4' POSITLyfz.IN THICK, 3 COAT CEMENT 4" O VE DRAIN WEEP S�WEID NOTE: DRAINAGE IFLANEI I I(U.�fR5 vINYL RNER BEAD WEEP SCREED PLASTER NO GAP IN FIE ET L LATH.- � T+� T� � A CT ION � I &TuCCC) W��F/ VIN CA51N A NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CL ACGE FICATION ONLY (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD LA'rEfR : 2 � ��� I�I��� — — — — SEPARATE ACCESSORIES ONLY) �'E� SCE. �I'Afi�� (UTILfT�' O� NOl„11N,4L BUILDING FAFEF�) BALCONY DRIP BALCONY DRIP L.ATH DOES NOT MEET 5�'ECIE1C,4TIONS) MET,4L L,4TH x x x x A EDGE INSTALLATION 11C EDGE INSTALLATION � COL N W/"L" FLASHING) SCALE: SITS NOTE: WOOD GTION STUCGo " WOOD SHEATHING NOTE: IF ZIP SHEAT LING 5Y E 15 OR T/16' ZIP 614EATHING 6Y6TEM IF ZIP SHEATHING SYSTEM IS INSTALLED, P EASE E r (INSTALLED PER MANUF. 6PEG6.) INSTALLED, PLEASE SEE MANUFACTURERS TH R ISTIVE 2x FRAMING MEMBER WRB LAYER *I, ; MANUFACTURERS INSt TIO PROCE RE5 f *I lU®�1� 5HE,4THIN� STUCCO WRAP y> INSTALLATION PROCEDURES 3/4 RE5ILIEN7 W HER RE515 HAT CHANNEL I BARRIER *2 5" THICK, 3 COAT CEMENT WOOD SHEATHING SELF-,4D4ESIVE FL,45HINra _ — — — — PLASTER YL CASING EAD WRB LATER *Z, FORTIFIBER " T 3 COAT CEMENT BUILDING PAPER 7 f } ' P E1z CORNER BEAD 2 V2 ° �'- "- _ ._. � '� � I WR8 L�4YER #I, s/a' TYPE ^x° ALL ETL LATH FASTENED TO SHEATHINCx W/TEXTU P w00� SHEATHING 'I" O.C. MAX. METAL LATH j I STUCCO WRAP FINIS ORT/16 ZIP EATH I 8Y6TE1 X '3'" �c t (IN6TAL PER MMhF. 6PEC6.) _N J" 4` j x ' WR8 LAYER *2, FORTIFIBER HI AT CEMEN ;+ (2) 2x1�2�HEADER PLASTERS GOAT CEMENT cv i BUILDING PAPER '~ 4" POSITIVE DRAIN x j WRB LAYER #I, 6'�vELF-ADHERING VINYL CORNER WEEP scREED STUCCO WRAP FLASHING - METAL LATH ' J' THICK, 3 COAT CEMENT WOOD SHEATHING 'I (EXPLODED "VIEW FOR PLASTER VINY A NO GA IELD I'.. (SHOWN F ARIFIGATION OF I' SEPARATE A 50RIES ONLY) I METAL LATH DRIP CAP 1 CLARITY) 4i DRIP EDGE WRB LAYER #2, FOFTII=IBER INSTALLATION BUILDING PAPER UJINDOW FLANGE - _ �T WRB L YER *I, NOTE: �' Jl � E R B E AD � FRAME STUGC WRAP ' IF ZIP 5HE THING 5 5 EM IS WOOD GONSTRUCITON INSTALLED, PLEAS SEE MANUFACTU RERS 100 2 1/2 WRB LAYER R *2, FORTIFIBERWEATHER RESISTIVE INSTALLATION PRO E URES BARRIER *I CORNER DEAD ' ` BUILDING PAPER 'X. WEATHER RESISTIVE (F,45TENER 4 &PACING 1" O.C. BARRIER *2 METAL LATH VINYL CASING BEAD THICK, 3 COAT CEMENT PLASTER 8' THICK, 3 GOAT `CEMENT ; 5/S" TYPE 'X" DRYWALL METAL LATH PLASTER ; W/TEXTURED 4 PAINTED 6'5ELF-ADHERING gu q�y{ N FINISH l fjfy flo A7(-l1 SYSTEM THICK, 3 COAT CEMENT s?a�Lp_PR ANUF SPECS) GMu FLASHING r �ADER/BEAM PLASTER * ' THICK, 3 COAT CEMENT ' VINYL CORNER BEADLNOGAIm v1NYL ORP. 4' DRIP CAP POSITIVE DRAIN PLASTER APPLIED __ WEEP &GREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD IN FIELD - (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1 4 B CORNER B EI AD (�O B LO C 15 B CASING BEAD 0) WINDOW 11EDRIP EDGE INSTALLATION • FRAME, NO BAND A R C H I T E C T S 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 mmabdesigngroup.com AA #: 0003325 J F W W 0 cW n C) O 4, U W A Ell A r svBDIv. ec I.OT: CREEKSIDE LOT #133 PROJECT# 04321.000 MODEIz 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA kY0 1, RO D'A.ABOUCHACRA AR NO 93723 DATA: 10 / 2 0 /17 SCALE: 1 /4"=1' — 0" VV A3 NOTE: __ IEAt1-IINCa SYSTEM IS ------- --------------------------------------- WOOD SHEATHINGs INSTALLED, PLEASE SEE CASIN P TYI- THICKR3 COAT C Nt - $ --- F ZIP 51-4 THICK, 3 COAT CEMENT MANUFACTURERS TO TRIM TAL ATH ; SEALANT PLASTER :. INSTALLATION PROCEDURES IX TR EMBER / METAL LA71-4 WRB LAYER "I, Q 5TUCC ; 5TUCC0 WRAP I SIDING TRA ION R "2, FORTIFIBER I , WOOD SHEATHING u G PAPER . SIDING OD SHEATHING WRB LAYER 02, FORTIFIBER I 7 .�%�a i�i� • 4 2 - "-•-316�X-� E3UILDINCs PAPER - I ' I •�•" =` : I r I WINDOW FRAME STUCCOWRAP ------------------------•--•--• .... i !..................................................•- WRB LAYER *62 FORTIFIBER METAL LATH I I I i i � , I L UYEI,BUILDING PAPER THICK, 3 COAT CEMENT I ! WRB LATER 02, FORTIFIBER WRB LAYER "I, PLASTER STUCCO WRAP BUILDING PAPER E-Z BEAD VINYL CASING 6"SELF-4Da-IERING _-, ( CASING BEAD ,_ CUJ/3/a" FLEXIBLE PVC BACKER RODS METAL LATH ___-_—___...._---- FLASHING _ SEL HEREING VINYL ANGLED % !EXPLODED 8 THICK, 3 COAT CEMENT FLASHING PEEL a STICK "ING T (� � T � I WRB LAYER "1, STUCCO WRAP, CASING BEAD I ; VIEW FOR PLASTER j CLAfEITY) I WRAPPED AROUND FRAMING I CASING BEAD MEMBER (o SELF 4DHESIVE FLASHING DRIP CAP (CROSS SECTION) I --- ` WOOD SHEATHING I %\ WRB LAYER "1, - , .� --__ WINDOW FLANGE '�.. -■ \ STUCCO WRAP i 2X FRAMING r' MEMBER VINYL ANGLER WOOD CONSTRUCTION- DETAIL BELOW EXPLODED i � BEYOND I `� � ` CASING BEAD i' WOOD SHEATHING I ■ THER RESISTIVE FOR CLARITY WRS LAYER "2, FORTIFIBER \ IER *I -------------------------------- i BUILDING, PAPER ■ TIVE—----------------------- --� --------------- WEA ESIS . i BARRI ■ METAL LATH — ■� 'y��. x Ya' L IN :... � I W/6' R£v£AL I / I ' 6' SELF -ADHERING 6'SEE%ALADHER(NG FLASHING ��----------------------------------------------------------------------------------- -- " THICK, 3 COAT CEMENT LASH ■ a ■ FLASHNG G WEATHER RE515TIVE J/4 GAP TYP THICK, 3 COAT CEMENT PI -ASTER ,�� ■ i i 1 BARRIER *1 i' CASING BEAD PLASTER ■ STARTER STRIP___ TRIP / e WEATHER RESISTIVE SEALANT TO WINDOW METAL LATH (O"SELF -AD HE R ING J \ BARRIER "2 FLASHING •!+".�' t, DO NOT CAULK OR ( ' 1 \ Rj 6' SELF -ADHERING y r) SEAL OPENING FLASHING f \ ■ - GALV'D METAL ZAFLA ME AL � 7 FLA5HING I WRB LAYER 02, FORTIFIBER j DRIP CAP — 22NOT CAULK OR BUILDING PAPER I - I T LATMEMB` SEAL OPENING WINDOW FRAME WINDOW FLANGE ; WOOD SHEATHING I , CASING BEAD (�P WINDOW � // y< "SIMULATED I WOO MEMBER 1 SEAL GA AULKING �_� (FRAME, W/BAND) �� / OR AF'PRO AL ANT 1 5 C \ — STUCCO CASNG7-7 SIDING TO STUCCO WRB LAYER "1, (P BLOCK TO FRAME I STUCCO WRAP IF ZIP. SHEATHING SYSTEM IS TRANSITION I ' WOOD SHEATHING j INSTALLED, PLEASE SEE 19 /o WIDE PEEL 4 STICK MANUFACTURERS i OVER FLANGE INSTALLATION PROCEDURES I WINDOW FLANGE METAL LATH NOTE: E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER SECTION I 2X FRAMING (WI%" FLEXIBLE PVC BACKER ROD) R­03.7.1 / ASTM C-847-09, MIN. 2.5 LBS. WRB LAYER #l, PER 60. YARD CUTILITI' OR NOMINAL MEMBER *APPLY FULL BED OF SEALANT BETWEEN STUCCO WRAP UJ®®� 5i--I Ti--i IN FLANGE 4 BUILDING WRAP / LATH pOES NOT MEET SPECIFICATIONS) BUILDING WRB LAYER 02, FORTIFIBER —; WRAP _ ~~----------------------------------------------------------------------- ----------------- BUILDING PAPER III'II WOOD CONSTRUCTION 6' 5ELF-ADHERING WFR5 ��� i FLASHING s" THICK, 3 COAT CEMENT 5TCC0 W� D SHEATHING W R RE51571VIE I , PLASTER '' ISTIvE VBA a1 /� \ BARRWEATHE TO LAP ��y /� T CASING WEATHER 571vE I / 6' ROVE TOP E W �,T I j I II q� BARRIER 02 i / , \\ ASHING II 1 v �/ `/ I I W� �� ���TII g4.'X 1Ya'LAP G W/6 REVEAL I j / ' WE RI£R "RESISTIVE VINYL ANGLED I BUILDING F,�FE� 6' 5ELF-ADHERING �e FLASHING ? 1 WEATHER RESISTIVE \ BARRIER *2 C,451NG BEAD r,,��T / \ / VINYL CASING BEAD AL �>�T� sTARTERsrR1P \ \ GALv'D METAL I Z' FLASHING �- r SEAL OPENING DO NOT CAULK OR T�1CK, 3 C0AT CE�ENT \ SEAL OPENING �y VIED FOR �� �T�i� GI FLA METAL £AIER RESISTIVE LE ryIII E N Z FLASHING BRRIER "I 70 LAP 14k W SIMULATED ( ABOVE NGTOP CLARITY) WOOD TRIM MEMBER OF A VINY 51 1 r 6' SIMULATED DRAINAGE PLANE CWRB (WINWFLEXIBLE P \ / I W RIM MEMBER LAYER *'I, STUCCO WRAP) BACKER ROD) 5E HERINCa FL 5ELF-ADHERING I I I 1 FLASHI UJRB LATER 2 (FORTIFIBER FLASHING \ I i # %' THICK, 3 CO \� SEAL GAP Wit C ING CEMENT PLA \L, NT BUILDING PAPER) WEATHE STIvE WEATHER RE515TIVE BARR BARRIER "I METAL LATH X—X—X—x CASING BEAD (�O I b A I S E D W R RE515TIvE E-Z BEAD VINYL CASING :IER "2 (W/%' FLEXIBLE PVC BAND (F]jLF%).AME) BACKER ROD) STUCCO1SIDING TO STUCCO U�ATHERRE515TIVE Ca) FRAME TO FRAME BARRIER *a WOOD SHEATHING SCALE: 1/2 11 = 11 _ OR 7/Ih' ZIP SHEATHING SYSTEM TRANSITION (INSTALLED PER MANUF. SPECS.) 1�B SELF—ADHESIVE FLASHING — — — — A R C H IT E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 h w U w 0 ti a w Q F A Z w SLTHDIV & I+OT: CREEKSIDE LOT #133 PROJECT# 04321.000 MODEL 4EHB "2605-HAYDEN" GARAGE SWING. RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 10/20/17 SCALE: 1 /4"=1' - 0" SHEET WA4 p;lcl c °A,Y CUT HOUSEWRAP AT 45' ANGLE MODIFIED 'I' CUT N HOUSEWRAP LINE OF WINDOW - OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER LLD STUD WALL STEP 1 INSTALL b' @+ELF-ADHE FLASHING C NAILING FL, JAMBS 9XTEND FL It BELCUI S'. FLEXIBLEf 00 NOT BE FIN TEMPORARILY FOLD -UP t SEC HOUSEUIRAP (01 TUCK FLAP UND at HEAD FOLD HOUSEW! IN AT JAMBS 4 ELOPE SILL R. INSTAI SELF- FLASI- VINYL FLASF DAMS FLAW EXTRr SELF- FLASF 15EYO FLASI- INSTAI CAP ALIGN FLASHING W/ INT. EDGE CF SILL RA. MECHANICALLY FASTEN FANNED EDGE&(CAP NAILS, STAPLES) INSTALL DUPONT FLEXU.RAP AS TH FLASHING AT THE IPPLY %' NOM.— :ONTINUOUS BEAD )F SEALANT AT AMSS AND HEAD a IPPLY TO BACK OF 11NpOW NAILING LANGE IN LINE Wi 'RE-}&UNCHED IOLES OR SLOTS. STEP 4 FOLD DOU.N DIAGC ACRO WINDO 11DE ADHESIVE --XIBLE FLASHINt VER DRIP CAP 'ECTO-WRAP EQUI V) WINDOW FLASHING INSTALLATION DETAILS (FULL WIRAF) 0 5CALE: Nt5 I CT IF ZIP 6H ATH I 5�ST �l le IN' T A FLEASE SEE t iIAN FACTLU 5 INeT4LLATICN FFROCE)US INSTALL PLUMB, 1 AND 5QL MANUFAC WRITTEN INSTRUCI Y 4NE NG 71NT NOTE: I. IT IS THE CONTACTORS RESPONSISILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HCJUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 1. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNNG: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. N AND SEAL JAMS TO SILL JOINTS WITH 1199 FOLLOWING COMPLETION OF RIOR RETROFIT WORK N07E; REPAIR SCHEME SHOWN SHALL SE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C T S Grou ign p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 pnml W h W V W O F U A q h SUBDIV. ae LOT: CREEKSIDE LOT #133 PROJECT: 04321.000 MODEL4EHB "2605—HAYDEN" GARAGE SWING: RIGHT PACE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT STATE OF FLORIDA �r x r ICY 0 2 B - DATE: 10/20/17 SCALE: 1/4"=1'-0" 1 SHEET UV A5 j jC4 c©pay u 2x(o SUB -BAND W/1'x4" NOTCH END, WRAPPED IN Fz;=FL 8 STICK DRIP EDGE I/S' TEXTURED FINISH 0 WOOD 1/2' TEXTURED FIN15H 's CMU METAL FASCIA WRAP Ys" FROM ` STUCCO, I" FROM WOOD WALL EXTERIOR WALL ` (FRAME OR CMU) � NOTE: NOTCH FOR 2Xb BAND ONLY (4)ELEVATION T/S' TEXTURED FINISH 'a U1OOD, 1/2" TEXTURED FINISH Q CMU AL LATH METAL FASCIA WRAP WOOD SHEATHING x x x x x x ff i OR CMU i WRS LAYER 01, x x x x x x I - STUCCO WRAF' (FRAME ONLY) x x x x x x x x x x x x WR5 LAYER 02, FORTIFIBER x x x x x x x x x x x x x xi BUILDING PAPER FRAME OR GMU -- (FRAME ONLY) x x x x x x x x x x x x x 2X(O SUS SAND = x x x x x x x x x x x m ROOFING CEMENT FELT PAPER x x x x x x x x x x DRIP EDGE x x x x x x x x x x DRIP EDGE -e -/ x x x x x x x x (REFERENCE POINT METAL KICK OUT x x x x x /.�lJ ,- ONLY FOR WALL OFF ®I �l x /.-�.= '- SET OF COMPONENTS) ROOF KICK OUT REMOVED FOR CLARITY ROOF DECK (BEYOND) \� DRIP EDGE, 1" OFF WALL �NOT INTO STUCCO) 1-1/8" TEXTURED FINISH WOOD, 1/2' TEXTURED i i FINISH s CMU '- , 2x(o SUB -BAND W/I"x4" NOTCH a END, WRAPPED IN PEEL & STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' - m' SCABBED TO TRUSS W/126 NAILS (o"-8" O.C. MAX. 2x SUS -BAND W4/2"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL CC WALL SUB BAND DETAIL C WALE.__, W/KICK-®UT METAL FLASHING, WRAPPED MIN. %4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V11x4" NOTCH tD END, WRAPPED IN PEEL & STICK *ROOF 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 M IN. y4" ASOvE BOTTOM OF DRIP EDGE 2x SUB -BAND W/12'x4' NOTCH m END, WRAPPED IN PEEL # STICK *ROOF CEMENT s ROOF EDGE OMITTED FOR CLARITY A R C H I T E C T S 11 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w W 4 a U w Q A 2 SvBDIV. ea LOT: CREEKSIDE LOT #133 PROJECT# 04321.000 MODEL• 4EHB "2605—HAYDEN" GARAGE OWING: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DATE, 10/20/17 SCALE: 1 /4"= V — 0" SHEET WAS File Copy