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HomeMy WebLinkAboutCONSTRUCTION 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 Ii4'WAt'kyo:ym90011Ift1% CONTRACT DOCUMENTS. BLVD. ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN IS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER FAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT SED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS R THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR 'ORMATION) TO THE ARCHITECT OR ENGINEER FOR AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 2807— 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: -FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 2017, 6th EDITION -FLORIDA FIRE PREVENTION CODE 6TH EDITION -NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION -ALL LOCAL AND STATE CODES .00CUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB • MIN. INTERIOR FINISH - CLASS B • BASIC WIND SPEED - Vult=160 MPH Vasd=124 MPH *EXPOSURE - C •1-STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES SOFT. CALC.'S 15T FLR. LIVING 1330 60, FT. 2ND FLR. LIVING 1493 5Q, FT, TOTAL LIVING 2523 5Q. FT. GARAGE 454 5Q. FT. PORCH 99 6Q. FT. LANAI aO 5Q, FT, TOTAL 345& 50, FT. A/C VOLUME 2350-1.2 CU. FT, ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM, LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP, AMPERAGE MIN. MINIMUM BD. BOARD MTD. MOUNTED CL CENTER LIVE MTL. METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC TILE PLY PLATE D. DRYER PLYWD. PLYWOOD DBL. DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIAL DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS DLSP. ➢ISPOSAL R.A.G. RETURN AIR GRILL DR 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. EACH SHT. SHEET ELEV,L ELEVATION SHTHG, SHEATHING EQ. EQUAL SHWR. SHOWER EXH. EXHAUST Md. SIMILAR EXT. EXTERIOR SL SLIDING F.G./FX . FIXED GLASS SL GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL FIR. FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR Tom• TEMPERED GLASS FTC. FOOTING TML THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD. GYPSUM BOARD Y.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT, OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REV, I DATE REVISIONS DESCRIPTION TERMITE E TREA,TWIENT REC Ui RJR THESE PLANS ANIJ ALL PI70110SED wcalC l.Re SU8JEC r TO ANY CORRECTIONS ' �iulnED EY fl LD INSPECTORS THAT "LAY BE NECESSAPY IN oRpSA TO C04PLY WITH ALL APPLICASLS coog8, 1'1\1 - ObV1 INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES ALL MANUFACTURES LApUggyOVWNQ PG 1 -FOUNDATION PLAN UFACTORS AND SHGCCOMPLIANCE PG 1A-DOWEL PLAN WITH FBC ENERGY CODE MUST PG 1B-LINTEL SCHEDULE REMAIN ON ALL DOORS AND WINDOWS PG 1B.1-LINTEL LOADS UNTIL INSPECTIONS ARE APPROVED PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4D-ELEVATIONS PG 5D-ELEVATIONS PG 6D-FRAMING PLAN CONCEALED FASTENERS OR ATTACHMENTS PG 7D-ROOF FRAMING PLAN ARE THE RESPONSIBILIN OF THE PG 71-CONNECTOR SCHEDULE CONTRACTOR OF RECORD PG B- FIRST FLOOR ELECTRICAL PLAN PG 9- SECOND FLOOR ELECTRICAL PLAN PG 10- FIRST FLOOR HVAC PLAN PG 11- SECOND FLOOR HVAC PLAN PG D1-FOUNDATION DETAILS/SECTIONS PG D2-1-STORY WALL SECTIONS & NOTES PG D3-2-STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-PRODUCT APPROVALS 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 SCANNED BY ST LUCIE COUNTY PG WA6-WA1L ASSEMBLY DETIALS kELUCIF 6 F.V1ER'ED DACE GP. No kt&T HIE iGPT ONJO'l WILL DE `IAI)rk» , 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 a O W 4 ti a U W A F A E~ ti SU13DIV. ac LOT: CREEKSIDE LOT #9 PROJECTiJ# 04321.000 and DEL: 4EJB "2807—ELLE" GARAGE SWINGE: LEFT PAGE: COVER PAGE 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ROL.AND A. ABOUCHACRA AR NO 9V23 DATE: 11 10 /17 SHEET c t File Copy 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED INACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. A. FLOOR LIVE LOADS R301.5 (PSF) (. SLEEPING ROOMS 30 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) II. ATTICS W/STORAGE 20 III. ATTICS W/OUT STORAGE 10 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. VI. STAIRS 40 VII. ALL OTHER ROOMS 40 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING B. FLOOR DEAD LOADS R301.4 15 (PSF) JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. C. ROOF LIVE LOADS R301.6 ** 12, SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. I. "*MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.60F THE FBCR 6TH EDITION (2017) D. ROOF DEAD LOAD (PSF) CONCRETE I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IL CONCRETE TILES 25 (TCDL 15 & BCDL 10) IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11. E. WIND LOAD CRITERIA 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE I. BASIC WIND SPEED VULT=160 MPH, VASD=124 MPH STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. II. EXPOSURE CATEGORY C III. WIND DIRECTIONALITY FACTOR (KD) 0.85 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/.". IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS t0.18 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 6TH EDITION (2017). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR 310.2.1. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR E_-CRESS 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 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 /ACI 530 /ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAW'/ 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/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 2. PER FBCR 6TH EDITION (2017) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM Al85. LAP DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017). THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 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/2-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 YrINCH 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 1/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25", 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1%" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I, NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I, STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 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 =1,100 PSI Fv =175 PSI 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 %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 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 L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 6TH EDITION (2017). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH AIVIAFLEX. 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 C 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, 7/j" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS - "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND 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 1/2" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 12/19/17 A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325go 6' w t ti U rn q F a 9VHDIV. da LOT: CREEKSIDE LOT #9 PROJECT* 04321.000 mODEL• 4EJB 2807- ELLE'" GARAGE OWING - LEFT PAGE - GENERAL NOTES 160 MPH EXP. C OAT; 11/10/17 SCALE: 1 /4"= l' - O" File (Cop'. I,i, .l 'I�jJUI ro n n r 4' CONC. SLAB 39' QC \i 1 I d) 0- pl / COND} 1/2, B 13 l Dl DI �.y�/ TYP. 4" CONC., REINF. W/ 6"x6" D IIWIAXW1.4 WWM ON 6-MIL POLY- TYP. 0'-O' ELEV. 1( ETHYLENE VAPOR RETARDER FIN. GONG. SLAB I I ON WELL -COMPACTED CLEAN ■ N FILL TERMITE TREATMENT SHALL l l BE BORA-CARE --____. _ 11 r ill 11 24'X24'Xl2" CONIC. 11 PAD W/3-05 BARS 11 4" PVC E.W. ON CHAIRS ■ I Jr CHASE MIN. 3" COVER 13 I 1 pl (1 ■ 2B ( I r ) SINK DI 'TrLLLJJJ li pll 2 _2' 4'-2' 3'-0' 2'-IC' 3'-4x': ¢,-T„ 3'_6" 4'_0 21_61 _4e ■ I I \ / II o� 11 io OPT. II ,/ II 11 STUB UP �I� III I REF II 6 J TO 2ND L--J D1 LAV_� LAv_ FLR — — — SHWR. PAN ( 0�1 l`a 1 0 I" PVC CHASE W/ ENCL. Lam- _--IJ I 12B FORt0 ELAND H _51/2' EXTEND 6 H. ■ �I % r, SLA$ 11/2' B DI I I H. I� LL 44 � 3'-IC' = v BOLLARD S AS REQ. PER BLDC�. CODE 0'-0" ELEV. i I FIN. CONC. SLAB 24'X24'XI2" CONC EXTEND END OF PVC. CHASE UP 12" ABOVE CORP. CONIC. PAD ZIq Dl PAD W/3-*5 5AR5 0 — — — — — E.W. ON CHAIRS EXTEND I� ■ I MIN. 3' COVER — SLAB 1 1/2'� 24"X24'X12' CONC, PAD W/3-05 BARS ■ E.W. ON CHAIRS MIN. 3' COVER I � 0 �7 1/2" L 2'-4" a m '-5 0 3 1/1' 13 2'-2" 3'-4" 2'-2" L11'-4' DI :3 CONC. SLOPE I/8' PER FOOL F J � DI SLAB J I — — — J ■ 4 4 Di DI 6'-5' 12'-4' ? 24'X24'X12' CONC. PAD r— W/3-S BARS E.W. ON CHAIRS MIN. 3' COVER ■ ■ ■ (3 TYP.) NOTES: - vERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REaUIRED r=GRE55 DOOR SHALL MEET PROVISION OF SECTION R311.3.1 OF THE FSCR &TH EDITION (2011) 2' VTR JJJ� I I IWASHER .3' KITCHEN 2 SINK W/ I AUTO VENT Qi 2' 2' PED. / I i SINK 2" JIB / 21, VTR UJG1 3 3 i I�/LAv I I 4 LAV 2„ SHWRI I,f-'l nw I I/r,2' 'R i l/2'-i 2 I �1 1/l" I .\ LAv LAv' 2,1 I WC r' To MAIN PLUMBING RISER DIAGRAM SECURE STRAP TO UNIT W/ (2) "Sxl 1/4 A/C SHT MTL SCREW6 UNIT SIMP50N WB ROLL STRAP OR EQUAL SECURE STRAP TO GONG. W/ (2)-3/16'X2' GONG. TAP -CONS SLAB A f C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' PIA_ OVER HEAD -a 12' FROM STRUCTURE A R C H I T E C T S -.ddolmpft\ :sign UP Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w 0 w 0 ti U W A ti A SUIDDIV. de IAT: CREEKSIDE LOT #9 PROJECT* 04321.000 MODEL• 4EJB "2807—ELLS" GARAGE SWING: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATM 11/10/17 StCA M 1/4"=1'-0" 1 SHEET I He Col y"I V,I g 1 1 V• m l'1 A R C H IT 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 0 U W No Z 0 F U W A 4 A E4 2 SUHDIV. do LAT: CREEKSIDE LOT #9 PROJECT 04321.000 MODEL: 4EJB "2007—ELLE" GARAGE SWING: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA ROLAND A.ABOUCHACRA AR NO 93723 DATE: 11 / 10 / 17 SCALE: 1 /4"=1' — 0" SHEET 1A File COPY --------------- LANAI j I I I 1 I I C2) 3052-8H (2) 3052-514 I 6O6a SG.D. I I I I I DINING ROOM I OWNER'S LIVIING SUITE a,-s„ CLc� 8'-8 CLG. I I I II II II I II �t YOWNTER".1 O I PWDR.I�D0 KITCHEN IUUUU i I _ ll IAL- Wg''Ia I r— — I PAN. GLG. I -- F- — — 7 b'-8" I I I I cLG_ I SLOPED ----- - O �I I FLEX I I II I GARAGE FOYER ro ( � l2) 3(D52 -SH I r--, --- I I PORCH a'-S° CLG. ------ ---------------- L-1 II TEM SCHEDULE NOTE: THE LINTELS MAY ESE SU5STITUTED WITH LINTELS FROM ANOTHER MANUFACTURER A5 LONG AS THE LINTELS ARE OF EaUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED 4^ST��RETE� LINTEL SCHEDULE LINTEL No. LENGTH TYPE COMMENTS L I I�'-4" SP28-1S/IT PRF57RE55ED L 2 �4'-dam" PFS-I�/IT BV. DOO 8 Y L 3 l'-6' SFI&�-113/IT L 4 7'-6" aF24-IB/1T A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 ti w w w 0 ti U U] A ti q SUDDIV. do LOT: CREEKSIDE LOT #9 PROJRCT�# 04321.000 MODEIJ 4EJB "2807- ELLE" GARAGE SWING: LEFT PAGE: LINTEL SCHEDULE 160 MPH EXP. C DATM 11 /10 / 17 SCALE: 1/4"='1'-0" 1 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY LENGTH TYPE 8U8 8F8-0B 8F12-OB 8F16-013 8F20-0B 8F24-OB 8F28-0B 8F32-06 8F8-1B 8F12-16 8F16-113 8F20-1B 8F24-1B 8F28-1B 8F32-1B 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 119W 4'-0" (48') PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 264s 4473 6039 7526 90D4 10472 119W 4'-6" (541) PRECAST 1651 1787 1913 2657 3403 4149 4896 56" 2170 4027 6039 7526 9004 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 61-6° (78') PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 1 5260 7134 8995 6890 7'-6" (90'� PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'-4° (112") PRECAST 873 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'-6" (126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 1 3130 2404 1 V-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 3%0 13'-4" (160') PRECAST 362 427 726 1028 1331 1635 1224 1418 4B5 748 1076 1438 1855 1 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 15' 4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2WO 3410 17'4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2800 19'4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-T (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 183 1 330 610 940 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 Cp►sT-CR�'re UPLIFT LATERAL LENGTH TYPE 8F8-1T F12-1T 8F16-1T 8F20-1T 8F24-IT 8F28-1T BF32-IT 81.18 8F8 8F8-2T F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-27 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 21 55 2215 3165 4125 5091 6061 7036 4'4" (48') PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'-4" (64') PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5'-10" (70') PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 61-6" (781) PRECAST 1141* 1200 1 1733 2250 2769 3290 3812 707 887 1141 1182 1684 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" (1IT) PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6" (126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'-4" (136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 WS 1295 1595 1896 2198 12'-0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 1 486 818 1209 1514 1799 2086 13'-4" (160") PRECAST 500* 340 632 686 641 997 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 15'4" (184") PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17'-4" (208") PRESTRESSED 188 236 361 464 567 670 774 N.R. 256 188 276 449 649 874 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 27$ 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 22'-0" (264") PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 137 205 322 457 607 771 947 24'-0" (2W') PRESTRESSED 127 165 244 312 380 447 515 N.R. 135 124 1 186 290 408 538 680 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 40AZT-JC4R4M GRAVITY LENGTH TYPE 8RU6 8RF6-OB 8RF10-OB BRF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB SRF6-113 8RF10-IB BRF14-1B 8RF18-1B BRF22-1B 8RF26-1B 8RF30-1B 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 2762 2714 3600 4487 5375 6264 1702 3412 4982 6472 1 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` 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6'-8" (80") PRECAST 822 907 16T7 2933 2576 3223 1 3872 4522 907 1677 2933 4100 6730 8177 6707 T 6" (90°) PRECAST 685 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 91-8" (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 AST=4/lTM 4C UPLIFT LATERAL LENGTH TYPE 4'-4" (52") PRECAST 8RF6 -1T BRF1O-IT 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-1T 8RU6 932 8RF6 932 8RF6-2T 1244 8RF10-2T 1573 BRF14-2T 2413 BRF18-2T 3260 8RF22-2T 4112 8RF26-2T 4967 8RF30-2T 5825 1244 1519 2339 3170 4008 4850 5696 4'-6" (54') PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1 1455 2240 1 3036 3837 4643 5453 5'-8" (68') PRECAST 924* 1172 1795 1 2423 3055 3689 4325 501 501 924 1132 1741 1 2357 2978 3603 4230 5'-10" (70") PRECAST 896* 1138 1742 2352 2%5 3581 4198 469 469 886 1099 1690 2288 2891 3497 4106 6'-8" (80') PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 956 1468 1987 2509 3035 3563 7'-B" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1712 2225 2690 3157 (116°) PRECAST 533* 433 808 1123 1413 1704 1995 516 614 533 527 1009 1369 1728 2088 1 2450 TYPE DESIGNATION 8F16— t NOMINAL WIDTH NOMINAL HEIGHT F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 1 B/ 1 T LQUANTITY OF #5 REBAR AT TOP *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR #5 REBAR AT TOP MIN. (1 ) REQ'D ° 1-1/2" CLEAR U W " Q J a. z o e r 0 o z e 7-5/8"ACTUAL 8" NOMINAL WIDTH C.M.U. GROUT #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. fe 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. Share 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. S. Rebar provided in precast lintel per ASTM A615 GR60. 5. All lintels meet or exceed U360 vertical deflection, except lintels 17'-4" 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 U masonry P180. addional reinforced mason above the recast lintel. 6. Prestressing strand per ASTM A416 grade 6. om om t th Bott om field added rebar to be located at om of ncavity. it tel li f th bott 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 270 low relaxation. 7 th d t t 7/32" diatom meter ameer wire stirrups are welded e oom steel mechanical anchorage. h l i h l f t bot 7, The designer may evaluate concentrated loads from the safe load tables by 7. 7/32 wire per ASTM A510. P & 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 ACI 318 and ACI 530 per g g Y P 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 N I T E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w 0 w 0 F a U q h A 2 SUBDIV. de LOT: CREEKSIDE LOT #9 PROJECT# 04321.000 MODEL 4EJB "2807—ELLE" GARAGE SWING: LEFT PAGE: LINTEL LOADS 160 MPH EXP. C DA'1'M' 11/10/17 SCALE: 1 /4"=1' — 0" SHEET File Copy s A R C H I T E C T S COMPONENT AND CLAWNQ WIND LOADS BASIC NAND EXPOSURE FOR 3 SECOND GUSTS OPENINGS SQUARE ZONE 160 MPH NAND M REMARKS AND TYPE FOOTAGE MIN, WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN- CRITERIA S.GD. MIN. 12 5 30/-31 CRITERIA 8010 O.H.D. 56 5 30/-38 16010 O.H.P. 112 5 29/-35 SOFFIT N/A 5 31.6/-38.8 -io829/ IF ROOF TILE N/A 3 _58.29 APPLIGA15LE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER F13CR R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. it IN DOUBLE TOP PLATE 2x CONTINOUS STRESS �— BLOCKING MID WALL SP4e32' O.C. MAX �r-- 2x STUDS i Ib' O.G. MAX, UAN J' T H G SUBFLOOR GLUED �T AND SCREWED AS PER FASTNER SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMI MSTA-36 O 32' OG. MAX PRE-ENG FLOOR TR.I8.9 I 2x STUDS a 16' OG. MAX, DOl1BLE TOP PLATE u olL 2x CONTINOUS STRESS SECURE BT. PLATE TO STUD W1 BLOCKING MID WALL SIMPSON 81-4 032' O.C. MAX 29/ SECURE BT. PLATE TO SLAB WI 1'x5' ANCHOR DOLT W1 2' WASHER l' EM6ED. MIN. O 32' 4EkWT OF GARAGE O.G. MAX, EPDXY NOT REQUIRED FOR EXPANSION VARIES WITH SLOPE DOLTS m SIMPSON SP4 +a 32' O.G. MAX (2 )3052 -SH EGRESS 15' OWNER'S SUITE 8'-8' GLG. 13' -0" -6" OWNER'S BATH 8'-5' CLG. 36"x6O" 4WR. PAN W/ ENCL. LAv. LAv. 8'-31, GOND. Im m 39' -8' 10'-0"-5' 3' 9'-�" rl m j 6'X6" P.T. POST j (2 TYP.) LANAI �, Q I I I I I I (2J3052-SH I 6068 S.G.D. I 10'-10, 1 9'40" I I LIVING DINING 8'-8' GLG. I c° ROOM = S' I PROVIDE DBL $TUD EA. I END OF KNEEWALL v 6" I I v 4X6P05T I I 9 $ m l 8'-8" 6'-2 9 4X4 j ° I z u1 0 POST r II o I-G� PWDR. 3 I I a KITCHEN m l 8'-8' GLG. I 8'-W CLG. -A I10'-0" 2'-5" 3'10 ZI 4 o5T r — i m PAN. I� P f I OPT. I I REFry I H53 WH. STAIR DATA I6 RISERS m 1.54' I0 I 15 TREADS a 10" 1 s A +I" NOSING Im I I I 4X4 UP 0 a BOLLARD POST AS REQ. STUDS Ito" O.G. PER PER 5LDG, 05HA TITLE 29 GFR PART I926 SUB PART DBL - GODE M - FALL PROTECTION STUD 1926.501(B) (14) _ FOYER a' -a' GLG. ��r,•� 4X6 POST MT — -- Ua X 37 I ATTICI LAGGES 2'-2" 5'4" 1' - V" GARAGE a.` • a 4' CONC. REINFORCED Wl b'Xb' WI.4XUA4 r W1F OR FIDERMESH ON b-MIL VAPOR Z W.RETARDER ON WELL -COMPACTED CLEAN FILL. TERMITE TREATMENT TO BE 50RA-CARE APPLIED AT FRAMING. (2) 05 REBAR ON CHAIRS I' -a. 16'-0"Xl'-0'O-HD. -------------------- A 2 STORY INT. WALL AT GARAGE SCALE: I/1' • ' 2'-4" 16'-0' 20'-8" 2'-4" L'-41, 4'-8' m RIEN FLEX GLG �5C v (2 )3052 -SH PORCH 8'-8" GLG. I tJ `r IP-4" 10'-4" _4, R 19'-0° V• 1 SQ.FT. CALC. S I5T FLR LIVING 1330 50. FT. 2ND FLR. LIVING 1493 5Q. FT. TOTAL LIVING 2023 60. FT - GARAGE 454 50. FT. PORCH 99 SQ.FT_ LANAI 80 5Q. FT. TOTAL 3456 SQ, FT. A/C VOLUME 23501.2 GU. FT. DBL. TOP PLATE I BAR DETAIL SCALE: 1/2"=1'-0' NOTE- -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 50L10 DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE PER SECTION R302.5.1 OF THE F5CR 6TH ED. (2011). Design Groupc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngro up.com AA #: 0003325 w W W 0 h U q q MOM do LOT: CREEKSIDE LOT #9 PROJECT# 04321.000 MODEL: 4EJB "2807-ELLE" GARAGE SWING: LEFT PAGE: FIRST FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 0 DATA 11/10/17 SCALE: 1/4"=1'—O" SHEET 2 u 11 4X(o POST 1 I Im k POST 3g' -S' 4'-2' v 31'-4' 4'-2" 3052-SH 3052-SH LAUN. 0 r� 8 S -O��L_— � �j d I 2X& m Ifo' O.C. EXT. WALLS. CHASE ---,,I BDRM. #4 2' 4' 3'-8" 31-2^ t LI CHASE BDRM. #5 4XCo POST N ' y 2' -4'Nv v. o I A X G I zo a BATH 0 I $DRM. #3 2-a LA, 8'-0" CLCz. T 3-5H WG. CHASE `4 o 5'-4" A3'-S'v 2'-8" 3'-4" 3'-4" 3'-8' 5'-IO" 3'-2" i 3 m DN. 42" H. HALF WALL W/ CAP r �I W.I.0 �� in 'DUO UPSTAIRS NI W.I.0 Q I S'-�" cLG X�u Im I LIMING 18 -0 CLro. L `"<o 8 8'-0' CLCr. 1R---I G. c0 V. 8 0 STUDS o 16" O.C. CU.O.N.) PER OSHA TITLE 2g BATH #2 I CFR PART 1326 SUB N 8'-O' CLGCLGa q a I PART M - FALL 4X6 J 5 POST IPROTECTION Qro 1GCS�CI4J BDRM. #2 — STAIR DATA 8'-O' GLG. --- -- I6 RISERS m i.54" U1C. 15 TREADS 4 10' +1' NOSING co cmtUS W/ DSL SHWR. STUD 2040-gp1 I 305 -S (2)3052-5H 3'-4' 14'-0" 6" 5'-4" 3g'-w tu F-______________________________-J z I I mu I I I I °9 I L- — — — — — — — — — — — — — — I — — — — — — — — — — — — - THE CLEAR SPACE 5ETWEEN THE HANDRAIL AND THE WALL SHALL 5E 2 1/4" HANDRAIL 9 36" HANDRAIL Q 36' W/ 2X4 RE-INFOF NOTE: { ANDRAILB SHALL HAVE EITHER A CIRCULAR CRO55 SECTION WITH A DIAMETER OF 1 3/4"+ 2" OR A NONCIRCULAR GROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4" BUT NOT MORE THAN ro 1/4' AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4". EDGES SHALL HAvE A MINIMUM RADIUS OF 1/8" HANDRAIL DETAIL SCALE: 3/4" =1' -O" (2) LAYERS OF 3/4" FLYWOG OR (2) LAYERS OF 3/4' SU5 FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE TREADS TO STRINGER W/13Y8 3" SCREWS o EA STRINGER. UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF 5U5-FLOOR SHEATHING —T / SEC D FLOOR PLAN NOTE: AD 2-5 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID q m CUT to T DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE W p OQ<Y � m / / 3/4" T*G SUS FLOOR GLUED s SCREWED PER FASTENER SCHEDULE 10'-0 3/4' 2ND FIN. FLR, 8'-8' 13RG, HGT. PRE-ENG. J / FLR.TRUSSE5 / / �tAIR DAtA: 3/4' KICK 16R ar IB4" MAX. PLATE / / 10"+r11'' NOSING NOSING 10" MIN. NOTE_ / STAIRS RISERS TO CONFORM TO FSCR &TH / � � . MIN.TEDITION 2011 MIN. REAp.lO" MAX. RISER•'I 3/4` 3/16" / MAX. VARIATION IN RISERS/TREADS r ADJACENT TO EACH OTHER 3/8' MAX. / VARIATION IN ANY RISER/TREAD HANDRAIL / CIRCULAR CROSS SECTION DIA, TO 5E 1 3/4' +-1/4' OR PROVIDE EQUIVALENT / 3-2x12 SYP STRINGER GRASPA151LITY WINDERS- MIN, ro" WIDE ID REINFORCED W/2X4 SPF NARROW END MIN. 11' WIDTH m 12' FROM / W/CONT. BEAD OF NARROW END 34' MIN. HANDRAIL HGT. SU5-FLOOR ADHESIVE FL-400 OR 51MILARE 0 EA HORIZONTAL RUN NOTE: -ENGLOSED ACCESSIBLE SPACE UNDER X 4 RE-INFORCING STAIRS SHALL HAVE WALLS, UNDER m EA. 2 X 12 STRINGER STAIR SURFACE AND ANY SOFFITS SECURE W/12d 6'-B' O.G. PROTECTED ON THE ENCLOSED SIDE 2-X4 ATTACHED W/IOCI MASONRY NAILS ,$ 2X4 P.T. SLEEPER INTO SLAB WITHIN 8` OF EACH END, 32" O.G. MAX. WITH 1/2' GYPSUM BOARDS, FBCR R302.1 0'-O' FIN. FLR. STAIR SECTION A R C H I T E C T S Design gn Grinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com IIIIA#: 00 A 03325 w w w b Er a U t� q ti A 2 ti SUDDIV. & LOT: CREEKSIDE LOT #9 PROJECT 04321.000 idODEL 4EJB "2807—ELLE" GARAGE SWING: LEFT PAGE: SECOND FLOOR PLAN %10,160 MPH EXP. C DA 11/10/17 SCALE: 1/4"=1'-0" 1 File Ca +/-28'-I" BLDG. HGT FYPON BKTIIXIi OR EQUIVALENT IS'-0 3/4' 2ND FLR SR 1. HGT. T L� 12 "X48" DECORATIVE SHUTTER 14A WA TYP. 10'-0 3/4' 2ND FIN. FLR., S'-8' BRG. HGT. L 4B WA3 TYP D'-0' FIN. FLR—L IS'-0 3/4" 2ND FLR., BRG. HGT. " 0'-0' FIN. FLR. B 0 OF°T. COACH L IGHT 10'-4' --i / Lv12x24 OR 0 J EQUIVALENT 0 12 lugWA Ll 15 TYP. WA 18A WA L_ -JN 11 WA TYP. 14A WA TYP. 7'-0 Ian TEXTURED FINISH —b" BUTTERFLY METAL LATH WINDOW CORNERS NOTE: WALL FENESTRATION FLASHING AS PER FBC R-103.4 12 OFF RIDGE OFF RIDGE TEXTURED FINISH —b' BUTTERFLY METAL LATH e WINDOW CORNERS SHEATHING TO LAF FRAME TO GABLE CONNECTION 12" MIN V 0 18 -0 3/4 2ND FLR. BRG. HGT. 18"X62' DECORATIVE SHUTTER 10'-0 3/4" 2ND FIN. FLR. J 8'-8" BRG. HGT. HGT. 4" RAISED BAND (TYP.) 0'-0" FIN. FLR. IS'-0 3/4' 2ND FLR. Y BRG. HGT. II cv 14A WA r TYP 10'-0 314" 2ND FIN. FLR. 8'-8" BRG. HGT, 0'-0' FIN. FLR. MODEL 2807-ELLE-4EJB (2-Story) AREA OF ATTIC = 1748 SQ. FT. NET FREE VENTILATION AREA RI REQUIREDVENTILATION AREA 5.83 MIN. REQUIREDVENTILATION IN UPPER PORTION OF ATTIC OFF RIDGE VENTILATION AREA TOTAL # OF VENTS REQUIRED TOTAL#OF VENTS PROVIDED FFIT VENTILATION AREA LIN EAR FEET OF SOFFIT R 1/ 300 1748 /300 = 5.83 SQ. FT. = 839.04SQ. IN. _ .5 X 839.04 419.52 SQ. IN. (BALANCETO BE PROVIDED IN SOFFITVENTS) 115 SQ, IN. PER VENT(net free area) 3.65 4 7 SQ. IN. PER LINEAR FT (net free area) 59.93 V6 DECO. DETAIL A R C H IT E C T S Design rou p Inc. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w W a W 0 ti U Co A A ti SUDDIV. LOT: CREEKSIDE LOT #9 PROJECT* 04321.000 MODEL: 4EJB "2807- ELLE" GARAGE SWINGE: LEFT PAGE: FRONT & REAR ELEVATIONS 160 MPH EXR C DATE: 11 /10 / 17 :KALE: 1/4"=1'-0" SHEET 4 D OFF RIVENT 12'-II' 12'-11" 12'-11' 18'-O 3/4' 2ND FLR. — — — — — — — — — — — — ,�, IS'-O 3/4' 2ND FLR. BRG- BRG. HGT. � 1 WA 1'-0' 12 W5 WA cv U WA 16 1 r 1'-0' WA TYP. 4 11 1 0 WAi 12 10'-0 3/4" 2ND FIN. FLR. — — I — — — — — — _ — 4— _ 10'-0 3/4" 2ND SIN, FLR. B'-V BRG. HGT. b" 1'WA2 7B — 11 I I 11 WA WA Ty'. 14H WA3 TYP• 4A TYP. i WA3 0'-0. FIN. FLR. — — — — — — — — — II — �� 0'-0" FIN, FLR. Rl'�HT ELE'VATION TEXTURED FIN15H —6" BUTTERFLY METAL LATH -s WINDOW CORNERS NOTE: WALL FENESTRATION FLASHING A5 PER FBC R-703.4 OFF RIDGE VENT ro I� IS'-0 3/4' 2ND FLR., — — — — 18'-0 3/4" 2ND FLR, BRG.— BRG. I IGT. II-0" 1 12 W5 WA1 WA1 TYP 4A WAS 2,-0. WA MIN r is U WA 10'-0 3/4" 2ND FIN, FLR. 10'-O 3/4' 2ND FIN. FLR. 12 - - - 5RG. HGT. 8'-8' BRG. HGT, 7B 11E WA TYP. 14A 7z WA3 Tw' 14 WA T". r TYP. 0'-0" FIN, FLR. 0'-0' FIN. FLR, LEFT E L1E VAT 1 TEXTURED FIN154 m-6' BUTTERFLY METAL LATH m WINDOW CORNERS A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W P V W 0 U q ti A 2 ti SUBDIV ae LOT: CREEKSIDE LOT #9 PROJECT* 04321.000 MODEM 4EJB "280'7—ELLE" GARAGE SWING: LEFT PAGE: LEFT & RIGHT ELEVATIONS 160 MPH EXP. C apt 11/10/17 SCALE: 1/4"=1'— 0" 4 File Copy (2) 2XI2 BM. TO -6X6 POST (2) M5TA-24 a (1) H76-16 POST TO SLAB 4 U66 (TYP. 2) 'I1 II Ii �N 434L2 �mNr �II i I n -410 i UG " II II II it II II I II II II II II II I� II II H II II II PT3 i FT2 u- II II II II II II I II II II ICI III II I� II II II II II II II II Il II II I II II II II II II II II II II II II II II II II II II II II II II II II II I� II II II II II r-------� A II IIFIREJJLL�11�DRAFT STOP LE3UJ _ I _ LBUJ FTC�1kkklii J L J L J L J L J L J L — — — — — — — J DRAFT STOP Fr 3/4, SUB —� �- r ay tRUSS TO 4X6 D13 FLOOR POST UU/ (2) MTS-12 FT3_ 2X4 NAILER PRE -ENG. FOR DRAFT — — L PDST TO SLAB— FLR. TRUSS STOP — — L HTT-4 = L- FT5 T- ILL Q Lo IL _�_ III ELEV. VIEW 3 TRUSS TO 4X4 L p3 = —POST lll/ (2) MTS-12 , 1 = — POST TO SLAB PRE-ENG- FLR. TRUSS ; — HTT-4 ------ 3/4' PLYUUOOp DRAFT STOP r -- U to PRE-ENG. FLR. TRUSS ` TRUSS TO 4X4 m LL 2X4 NAILER FOR — �— —_ POST W1 (2) MT6-12 L 4 _ DRAFT STOP — POST TO SLAB 2 HTT-4 TRUSS TO 4X6 2X5 LEDGER 3/4' PLYIUOOp — �a - _ _ DRAFT STOP — qij POST LUIl2) MTS-12 SECURED lU/ DBL. STUD POST TO SLAB W/ �" x 6" LAG PLAN VIEW — HTT-4 BOLT U,I/ 2' DIA_ _ C2) META-16 �— — — (2) MEtA-16 UUASH== 24" DRAFT STOP - - - Fg' OG DETAILS - 83A - — — _ — F 6 T m ® �- AGCESII II II II II I (q�— ATTIG— — — -- — I�/ S y� (2 2XI2_ M. (2) 12 $ — Q — I I (2) META-16 (2) META-i6 — — — IX4 DIAL. BI BTM, CHORD BRACING, TYP. l p3 GABLE END BRACING SEE DTL. '4' 2'-S' 3'-v 3'-v 31-01, 3'-011 3'-01, 31-0. SHEET 02 FRAMING PLAT] RANEY 05/29/15 4BJIL 3 d` Q t- LU F n L 3 LY mm LKYl A R C N I T E C T S Grou ign p Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w 0 w 0 ti U W A q ti r StU33MV. & LAT: CREEKSIDE LOT #9 PROJECT# 04321.000 MODEL: 4EJB "2807—ELLE" GARAGE SWING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C mommommmoor SARCHITECT TATE OF FLORIDA DATE; 11/10/17 SCALE: 1/4"=1'—O" 1 SHEET 6 D File -- in m BJ1 III II II II II II II II II II II II II II II II II II ur y,� III �J �J II U TRUSS TO 4X6 BJ3 C`�L - EJ7 POST > 11 W/ (2) MT5-12 POST TO BLK W/ 5J5 = II II II II II II II II II II II II II II = _ HTT-4 II II Al NOTE: 2X( = = I /= II \� = T- = I = = T- = I = _ a 16" O.C. A6 (TYP) _O� I 5 _m, T- -a` I cXv N u 9 = =I =1 = I= D3 A2 Ix4 BTM. CHORD BRACING -12" O.C. MAX., SECURED W/ (2) _ _ --A 10d COMMON NAILS 0 22X3(o T EACH CHORD IATtIC INTERSECTION, TYR = I = CCE _ II TRUSS TO 4X(O = _ _ _ A5�� POST W/ (2) MTS-12 I I P05T TO BLK W/ F1 BJ5 = II II II II IIEJ1 II II = n U� II II II II BJ3 EJ'1 w LEJ-1 BJl II II II II II II II < II II > II II II II VI (") 2X8 3 I I I I I I I I I I -__________________________ -- I I I I I I I I I I I I L— — — — — — — — — — — — — — — — — J ROOF FRAMING PLAN TRUSS TO 4X6 P05T W/ (2) MTS-12 POST TO BLK W/ HTT-4 S m X N N / --TRUSS TO 4X6 POST W/ (2) MTS-12 POST TO BLK W/ HTT-4 BJ5 A R C H I T E C T S oruroup,nc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w a 0 w 0 ti w q A ti SUBDIV. L T: CREEKSIDE LOT #9 PROJECT# 04321.000 MODEL 4EJB 2807- ELLE" GARAGE SWINGE: LEFT PAGE: ROOF FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 'e4), DATE 11/10/17 SCALE: 1 /4"= l' - 0" File COPY CONNECTOR SCHEDULE II CONTROL DATE: 01-05-17 MiTek USP SIMPSON MiTek USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 M ETA-16 1450 (8) 10d X 11/2" I -PLY, (7)16d 2-PLY, EMBED 4" IS) 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" I -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" HTA 16 1870 HETA-16 1810 (10) IOd 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) IOd x 11/2" 1-PLY, (8)16d 2-PLY, EMBED 4" {2) HTA-20 2430 (2) HETA-20 2035 (12) 10d x 11/2", I -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" Z O LUGT-2 2260 LGT-2 2150 10d16 WOOD h l " " BLK IS) 1/4x 3Wedge-Bot+Ancors, W() (7) - 1/4" x 2 1J4" TITEN, WOOD (16)16d DHTA-20 2430 DETAL-20 2480 (16) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20ACCEPTABLE (18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15+ 4175 MGT+ 3965 (1) 5/8" A,T. R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), 122) 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" Wed ge-Bolt+Anchors, WOOD (12) WS25 (12) SDS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL LPTA 1 510 PARALLEL TO WALL 147PERPENDICULAR W WALL LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULARTO WALL (10) 10d x 11/2" (10) 10d x 1-1/2" M UGT15 4175 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6)10d FACE/(12) lod BACK OF TRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EM BE D),.(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) 5/8" 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 1 1/2", (16)10d (16) SOd 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) Iod x 11/2" LSTA 12++ 930 LSTA-12++ 925 (10)10d (10)10d LSTA 1S++ 1235 LSTA-18++ 1235 (14)10d (14)10d MSTA-15++ 1310 MSTA-18++ 1315 (14) 10d (14) 10d MSTA-24++ 1640 MSTA-24++ 1640 (18) 10d (18) 10d y MSTA-30++ 2065 MSTA-30++ 2050 (22) 10d (22) 10d MSTA-36++ 2065 MSTA-36++ 2050 (26) 10d (26) 10d KSTI236 3890 MSTI-36 3800 (36) 10d X 11/2" (36) lod X 11/2" KT51248 5140 MSTI-48 5065 (48) 10d X 11/2" (48) 10d X 11/2" LFTA6 1210 H6 950 (16) 8d x 11/2", (16) Bd) (8) 8d TO PLATES, (8) Sd TO STUDS SPT24 1030 SP4 885 (6) 10d TO STUDS (6) 10d TO PLATE (6) 10d x 11/2" TO STUDS MP34 525 IN F1 @ 160-A A34 515IN FF1 @ (4) Sd x 11/2" TO BEAM, (4) Sd x 11/2" TO POST. (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. HHCP2 800 HCP2 645 (10) 10d x 1 1/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12) 10d X 11/2" RT16A 1380 H 10A 1140 (9) 10d x 11/2" TO TRUSS, (8)10d X 11/2" TO PLATE (18) 10d X 11/2" MUGT15 & PHDSA 4175 VGT & HDU4 4565 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x2 1/2" W/THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 VGT & HD7B 4940 - (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST WY 5/8" THREADED ROD (16)-SDS 1/4"0' TO WOOD, (3)-3/4" STUD BOLTS W/THREADIED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2200 6665 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12) 16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12) 16d TO WOOD PAU66 2380 16005 ABU 66Z 2300 12000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD LTS19 +++ 1205 LTT 19+++ 1340 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (8)SOd TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD p� LTS20B+++ 1100 LTT20B +++ 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 0 x Z Q 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" HTT45 5005 HTT5 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" 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 PHDSA 6525 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTSTO WOOD TDX8 7870 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD NFM3SX12U 2580 7130 MBHA 3.56/11,25 3475 5330 (1) 1/2"' J-BOLT W MIN 6" EMBED & NOT LESSTHAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOROR EQ W/MIN S"EMBED INSTALLED IN FACE. (14)10d ATJOIST (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM HUS4121F 3060 2710(100%) HUSC412 (WOOD) 3635 2660(100%) (10) 16d TO HEADER, (10)16d TO WOOD (10) 16d TO HEADER, (10) 16dTOWOOD S325 (12596) 7 (125%) LIJ(CMU) Q _ HD4101F (CMU) 1950 SOOD HUC410 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: HD210-21F (CMU) 1950 5000 HUC210-2 (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: HD210-31F (CMU) 1950 5000 HUC210-3 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) SOd 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 S 1430 5595 (4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS (4) 3/8 x4 TITEN H D ANCHORS (2 PER FLANGE) TO CMU, (4)1/4 X 2-1/2 SDS SCREWS TO WOOD H IG H STRENGTH EPDXY = USP CIA -GEL 7000-C. CONTACT THE ARCH ITECT/ENGIN EER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SU BSTITUTI NG FOR SIM ILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/GROUT. ++10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A 23%REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM TH E ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR70 INSTALLATION. y +++ MIN IMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMU M EMBEDMENT INTO THE FOUNDATION WILL BE 7" Q A.T.R. = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING TZ/ HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PERASTM-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 SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HW RCAG16, AND ANCHORING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 20152016. SOFFIT SHALL COMPLY WITH FBC R703.1.2.1 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MITEK-USPOR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS AREAS FOLLOWS, U.NA: • FOR OPEN WEB TRUSSES -TRUSS TO MASONRY /CONCRETE SHALL BE HTA16 (INCLUDING FLOORTRUSSES). • 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). 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOORTRUSSES. 5. 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 & BEVELTO FITTIGHTTO TRUSSAS PER APA REQUIREMENTS. 7. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. 8. PROVIDE DRAFT STOPPING IN FLOORTRUSSESAS 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. HEADER SPAN CHART SINGLE 5TOiR1' APPLICATION SIZE CLEAR SPAN DSL 2 x 6 UP TO 5'-4' D5L 2 x 8 5'-4" TO T'-O' DSL 2 x 10 '1'-0' TO 10"-0' D5L 2 x 12 10'-0' AND OVER TWO STOR`( APPLICATION DOUJN STAIRS SIZE CLEAR SPAN D5L 2 x 6 UP TO 5'-0" DSL 2 x 8 5'-0" TO 6 '-4" D5L 2 x 10 6'-4' TO 8'-0' D5L 2 x 12 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) I UP TO 5'-0' TO U.N.O. 4'-11 10, l'-I1 1/2° AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS I 2 _T AT EACH END OF HEADER 3 A R C N I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774.4078 www.abdesigngroup.com AA #: 0003325 44 W W U W a yF U 64 A A ti SSVBDM de LOOT: CREEKSIDE LOT #9 PROJECT# 04321.000 MODEL. 4EJB "2807-ELLS" GARAGE :AWING: LEFT PAGE: CONNECTOR SCHEDULE 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA DATM 11/10/17 9CALM: 1/4"=1' - 0" SSHEEIy'IT�'J/ 7.1 File COPY ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110v OUTLET 110v OUTLET 1/2 OF OUTLET WIRED TO SWITCH GFI 110v CUTLET TD IN£RUPTER (TAMPER RESISTANT TYPE) 220V OUTLET C4) WIRE CONNECTION WP EXT. WATERPRO:JF GROUND FAULT GFI OUTLET INTERRUPTER SWITCH I SWITCH I 3-WAY OPER. -D¢ SWITCH 4-WAY OPER. WALL MOUNTED LIGHT CEILING LIGHT VP VAPOR PROOF LIGHT RECESSED CAN WALL SCONCE PRE -WIRED VENT. FAN I CFM PER 60. FT. VENT. FAN W4JGHT I CFM PER 60. FT. VANITY LIGHT FIXTURE (SPEC'S TBD BY BUILDER) 4X2' 2-BULB WRAP FLUORESCENT AROUND _ 2- FLUORESCENT - - _ 4'F1_UORE8CENT 4' TRACK LIGHT ©d PANEL METER SMOKE DETECTOR $ATT, BACK-UP W/ HARDWIRE WALL MOUNTED BATT_ BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE BATT. BACK-UP W/ (� S/GO CAR9ON MONOXIDE oETa C' HARDWIRE INTER -CONNECTED K_Y CCMBO SHALL BE A DISTANCE OF NOT LE55 THEN 4' PENDANT LIGHT LV NATURAL GAS OUTLET ► TELEPHONE JACK WATER HEATER IGNITION SOURCE WW DISCOWNECT TO BE ELEVATED Tv. I I TELEVISION JACK TO BE SUPPORTED IN OJ-$OX ACCORDANCE W/ BOX MARKED AS SUCH FOR TO BE SUPPORTED N CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR FLOOD LIGHT KF' OPT. SECURITY KEYPAD P.B. PU5H-15UTTOl FOR CHIMES US115 PORT 4OTE5: LOCATION OF TV JACKS E PHONE OUTLETS FANS TO BE VERIFIED .9 HOMEOWNER PRE -CONSTRUCTION MEETING:. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR &TH EDITION (2011). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI m ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M150'1.4 FBCR &TH EDITION (201-U LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR &TH ED (2011). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR &TH ED (201-0. ALL LAMPS SHALL BE SELECTED BY BUILDER AND -I55y. OF LIGHTING MUST BE OWNER'S SUITE PRE -WIRED CLG'` FAN S/CO I I I 4/ B 0 H �JI� W.I.C. - - - - - - - - - - - - - - LANAI CEILING MTD. I ,LIGHT TO I BE \1NTALLED, _I ROVDE WP ! J-BOXI GFI / FOR OFT.I FAN I Ck PRE -WIRED ; CLG FAN I � I C LIVING ROOM � I ` I \ I SWITCH IN CABINET I ® V OUTLET FOR DW W c0 I PWDR GFI — I / m � I _ _ I GFI rRk�' M DINING ROOM PAN. / HTf}R. / f u>N GFI 44" TL / I \ \�Hf i (K ua ` I I \� PRE -WIRED / CLG FAN BOLLARD / 11 Q O AS REQ. / l o I FLEX PER BLDG. \ I I CODE !� — —'FOYER KEYLESS FIXTURE I 2x� METER FIELD VERIFY LOG. z — — WALL MOUNTED_ — LIGHT W/SWITCTTIG WTI I PORCH IRRIGATION •\�PB. FOR OUTLET a CHIMES 48' A.F F.- --- — ---------------- GFI GARAGE t f /j --—————————————————— i OPT z » COACH L IGHT FIRST FLOOR 1E L E C T R I U A L PLAN OUTLET FOR VENT OR MICRO 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 412 1 20 Exterior Receptacle GFI 900 5 6 Space Space 7 8 Space PANEL - A PANEL: 40 crt. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 160 Amp M.L.O FEEDER: 3- #2/0 Cu THWN & 146 Cu (G) in 2" C. OR 344/0 AL THWN & 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 Space 3 4 Space #6 1 50 Range 4500 5 6 2250 Water Heater GFI 25 1 #10 #6 1 50 Range 4500 7 8 2250 Water Heater GFI 25 1 #10 #10 1 30 Dryer GFI 2500 9 10 1200 Washer GFI 20 1 #12 #10 1 30 Dryer GFI 2500 11 12 1500 Laundry AFCI 20 1 #12 #12 1 20 Garage Lights and Recepticles/ 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 Kitchen Recp/ GFI 900 19 20 900 Kitchen Recp/ AFCI 20 1 #12 #12 1 20 Dining Room /AFCI 900 21 22 900 Toilet Room Recepricles! GFI 20 1 #12 #12 1 20 Toilet Room Recepricles / GFI 900 23 24 900 Owners Suite Lights and Recept./' AFCI 15 1 #12 #12 1 20 BDRM #2 Lights and Recpt/AFCI 900 25 26 900 BDRM#3 Lights and Recpt/AFCI 15 1 #14 #14 1 15 BDRM #411-ofts Lights and Recpt/AFCI 900 27 28 900 Irrigation Controls 15 1 #14 #14 1 15 BDRM #5/Lofts Lights and Recpt/AFCI 900 29 30 900 BDRM#6 Lights and Recpt/AFCI 15 1 #14 #14 1 15 Upstairs Lining/Lofts 900 31 32 900 General Ligths and Recpt./AFCI 15 1 914 #14 1 15 General Lights and Recpt/AFCI 900 33 34 Space Space 35 36 Space Space 37 38 Space Space 39 40 Space Load subject to demand factor calculations ! line 29150 17400 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 46550 ' First 10000 watts at 100% 10000 Remaining watts at 40% 14620 Total A/C load 4750 Future Growth = 10% 2937 LOAD CALCULATION IS BASED ON NO NON -COINCIDENT LOAD Total Connected Load Watts 29370 Total Amps (watts / 240 molts) 122.4 General Lighting & Receptacle Load Total A/C Square Feet 2264 General Lts & Rec 3 W / Sq. Ft. 6792 Hi -Hats 0 at 65W/Li ht at 100% 0 Total General Lights & Rec (Watts) 6792 Ckts# watts/ckt Total watts General Lts & Rec Panel A _ 12 566 1 6792 150 41" IP ELFCTRIGAL R15ER 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. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN 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 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 50 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3#2/0 CU, THWN + 1#G CU IN 2" CONDUIT OR 3 04/0 AL, THWN + 106 CU IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT -Q OVERHANG.) COMBINATION SERYICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 $4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR OTH EDITION (201-1). 5/5" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C N I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407.774-4078 www.abdesigngroup.com AA #: 0003325 ti w w Q W `J. 0 F~. CIO A A 2 ti sUBDIV. ae LOT: CREEKSIDE LOT #9 PROJECT# 04321.000 MODEL• 4EJB "2807—ELLE" GARAGE SWING: LEFT PAGE: FIRST FLOOR ELECTRICAL ]PLAN 160 MPH EXP, C ARCHITECT STATE OF FLORIDA 1 0 DATM 11/10/17 SCALE: 1/4"=1'—O" File COPY A R C H IT E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abde,signgroup.com AA #: 0003325 W W CA W O Env U A ti A F; ti SvsDIV. ee LOT: CREEKSIDE LOT #9 PROJECT# 04321. 000 MODEL, 4EJB "2807—ELLE" GARAGE SWING: LEFT PAGE: SECOND FLOOR ELECTRICAL ]PLAN 160 MPH EXP, C ARCHITECT STATE OF FLORIDA japes 11 / 10 / 17 SCALE: 1 /4" =1' - 0" SHEET File COPY OWNER'S SUITE lox& 15 CFM OWNER'S BATH I I GOFM O 3' 12' LIVING IOx10 a50 cFM Al2, 4u 5' 4" 4n K4 3L4,r X4 CFi� CFTJ1 50 AD �ww nT�T FOYER GARAGE DINING ROOM 10X10 250 II I II I II I II Q II _ 0 IF II KITCHEN I PAN. I I PORCH 10X6 ll5 CFM FLEX Wl 1 GM' i� ;�'� [' % r. JM' ELLS EQUIPMENT SCHEDULE 5 TONS MFG CARRIER Cu 251-15C560A AHU FV4CN5006 HEAT 5KW SEER 14.5 SEER TOTAL CAI' 56500 ELECTRIC 205/230/IPH 5RKR CU 50 AHU 35 REF LINES y /5' 4 3/5' w w 0 w U Q ti A sv$DIv. ec IAT: CREEKSIDE LOT #9 PROJECT* 04321.000 MODEL 4EJB "2807—ELLE" GARAGE SWING: LEFT PAGE: FIRST FLOOR HVAC PLAIT 160 MPH EXP. C DATA 11/10/17 SCALE: 1 /4" = l' — 0" SHEET 10 File Copy I i I I I I I I i I i L- - - - - - - - - - - - - - i I L______________________________- II I i I I 110101) Jill w w 0 W O N a U W A h A ti SUBDIV. do LOT: CREEKSIDE LOT #9 PROJECT: 04321.000 MODEL: 4EJB "2807—ELLS" GARAGE SWINGE: LEFT PAGE: SECOND FLOOR H VAC PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 11 /10 /17 SCALE: 1/4"=V-0" 1 SHEET 11 File COPY CU'S REBAR VERTICALLY W/ CCNO. POUR CELL STUDS 16' OC. MAX BEE ENERGY CODE FCM-18 FGR INSULATION R-VALUES SECURE BOTT TO ST SIMP$ON $Pd THI PSI . 10 DAYS z TEXTURED FINISH T 0' CMU ANCHOR L 1' SECURE BT. PLATE TO BLAB W/ loll x 6 - W1.4/w1.4 WWM. SECURE BT. P A INFORGED W/ y SECU A T LAB W/' . MI s MASONRY NAIL 5 32' OL- MAX I2` GYP. WI-1 BP. C T ' WASHER 1' IN. ' O MAX. 0'-0' FIN. FLR WOOD BASE BTUGC ° �° • ° p 0 ® m /'. ° Z ? p SLOP 4' CONIC. REINFORCED W/ b'Xw 9 Tf�&:7ARPER WIAXW1A WUF OR FIBIERI'S H ON . RE NFORCED W/ b'X6' WI.4XWIA 4' C 11FORCED W/ 6'XL,'UJL4XWIA . RE FORCED W/ &'Xb' WAXWL41 CHAM UR6-MIL- VAPOR RETARDER CN FIE'ERMEOH ON 6-MIL. VAPOR I111i OR ESH aJ b-MIL. VAPOR FIBERME&H OH b-MIL. VAPOR aWELL-COMPACTED GLEAN FILL. FE CN WELL -COMPACTED CLEAN F�ETARPE LL-COMPACTED CLEAN a'ER CN HELL-Ga-IPAGTED GLE • TER "IITE TREATMENT TO Me FILL. TREATMENT TO BE FILL. TER"I ITE TMENT TO E€ ER rrr TREATMENT TO BE FBORA-CARE APPLIED AT IRAMNG. BORA-C ED AT FRAMING. BGRA-CARE A AT FRAMING. m ARS APPLIED AT FRAMING. ul 4' 1'-0' 4'4' U 11_8:(2) 05 RE5A HAIRS ,C3)'S KEBAR ON BAR ON CHAIRO 12, MIN. LOW G • } UNO (Z) 5 MBAR ON CHAIRS 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING STAIR DETAIL W BLOCK WALL 2AT L.B.W. (W/ UPLIFT] 2 AT L.B.W._AT L.B.W. (W/ NO —UPLIFT) 3ALT USED SCALE: 12`•I'-o' SCALE: 1R'•1'-0' $CALE: 4'-V-0" SCALE: I/2'•I'-0' SCALE: I'•I'-0' n — 4' CONC., REINF. W/ bk6' W1.4XW1.40 Ulll'1 ON - , 6-MIL POLY ETHYLENE VAPOR RETARDER �'�._4' R£I 1AXWIAO UWM Z 4' a•1 WELL -COMPACTED CLEAN FILL TERMITE ON 6-M LENE VAPOR STUDS Ib' O.C. MAX STUDS Ib' OC. MAX 0, TREATMENT SHALL BE BORA-CARE TA LL-COMPACTED CLEAN SECURE P.T. B7. PLATE TO B / TREATMENT SHALL BE SECURE BOTTOM PLATE TO STU SECURE BOTTOM PLATE TO BTU HEAP OF GARAGE MASONRY NAIL a 32. O E (I) 5 REBAR as CHAIRS BMPSaJ SPA .32' O.C. MAX 9MP&ON BP4 •37' O.G. MAX vARIEO WITH SLOPE C4) THICKEN EDGE HEIGHT' OF GARAG SECURE MT. PLATE TO x9' HEIGHT OF SECURE BT. PLATE TO 5 ANCHOR BOLT W/ 2' SECURE Bi. PLATE TO BLAB w/ Rod S T ANCHOR BOLL W/ 7' WA VARIES WITH SLOPEMASONRY NAIL • 31' OC- MAX SCALE: 1�•=1'_0• 7 ON— BEARING VARIER WITH ELOPE MIN a 02' OG MAX. MN. • 32' OC MAX. W EPDXY NOT REGUI EX "EPDXY NOT I €x BION W ,n 5CALE: I/1--r-0' BOLTS BOLTS m } au p� ��gia1 } d • e 4' N . W/ 6'xb' WAXWL{0 W1N-1 10` •� 4 9 '° CiN LY ETHYLENE VAPOR ° ° R ON WELL-COMPAC7ED CLEAN R1ITE TREATMENT SHALL BE ? m W/ b'X6' WAXWIA • a • - °e' 1 - • °• e ° °e" A- ARE • a m e - CONC. REINFORCED W/ &'Xb• WI.4XWI.4 ' CONC. R€INFORCED W/ 6'X6' W1.4XWL4 d' CONC. REINFORCED W/ 6'kb' W.4XW.4 U - I ON 6-MIL. VAPOR R FIBER-IEBH ON 6-MIL. VAPOR OR FIBERMEBH ON b-MIL. VAPOR E ° AP OR FIBERMEBH ON b-MIL VAPOR ° -a, ~ -`ET ELL -COMPACTED CLEAN 4' CONC., 1.40 WN'1 GMl d. (Z) BAR ON CHAIRS F(LL. TREATMENT TO BE 6-MIL E POR RETARDER Ill ER GN IIELL-COMPACTED GLEAN RIDER ON WELL -COMPACTED GLEAN Z RETARDER ON WELL-cGMPAGTEp CLEAN LL' ? E } FILL. TERMITE TREATMENT TO SE WEL - D AN FILL TERMITE FILL. ITE TREATMENT TO BE L FI RMITE TREATMENT TO BE E a ARE APPLIED AT FRAMNG. > BH L E BORA-CARE U . 4' BORA- APPLIED AT FRAMING. - 4' 0' 4 4' it RE APPLIED AT FRAMING. m s 4' 1'-0' 4' BORA-CARE APPLIED AT FRAMING. � 0' -0. (7) 5 REBA CHAIRS 2 -0. (3) 5 RE CHAIRS I 0' (2) 5 REBAR ON CHAIRS 1 REBAR ON GHAIRB 3' MIN. Zw OVER RAGE STEP—UP ®' 4 GE ST P GARAGE STEP—UP ARAGE STEP—UP GARAGE STEP—UP —STORY L.B.W. —STORY FOOTI N—BEARIN 6 L.B.W. W/ UPLIFT A 2—STORY L.B.W. W UPL �B L.S.W. W NO UPLIFT WINO UPLIFT A AT FRONT PORCHES BG LE:1n'.r-m aCALE: 1/2'=r-0' SCALE: 1/2'•r-0, cEXTENDED FOOTING EXTENDED STEP "STEMJIALL TO BE MN. COURSES SCALE. IR'=1'-0• E: ,1-® V V aCALE: 1!2'=1'-0' GRADE RECES'S FOR SECURE PT BT- PLATE TO GARAGE DOOR IR'X0' ANCHOR BOLT W/ HE 1' .� (1) 5 REBAR VERTICALLY ° ' WL{kWIAO WI.('M I EMBED. MN. v 32. O X. (U 5 MBAR VERTICALLY W/ CONC. _,� POURED CELL / W/CONIC. POURED DELL 'LENS VAPOR eECURE P.T. BT. PLATE AB W/ 0' GMU LLELL-COMPACTED 1/2'XS' ANCHOR BOLT B' CMU jU L TER ITE TREATMENT SHALL ° s} A -CARE 4'CONC, REINF. W/ WION AXWIAO EMBED. MN. C 32" 6-MIL POLY ENEAPORREARER GN z E NOTEOPTICNAL USE OF WELL -COMPACTED ETHYLENE FILLTERMITE W }_ NOTE: OPTIONAL USE OF CONCRETE CURB • GARAGE ON CHAIRS 1 -®, TREATMENT &HALL BE BORA-CARE K a .I. CONCRETE CURB • GARAGE ;., WALLS TO BE DETERMINED BY V ' CON . W/ 6'x6' WIAxW.40 UAL1'I n 111 WALL$ TO BE DETERMNED B7 BUILDER BY DIVISION. !U 5 REBAR ON CHAIRS > A ER ON WELL-COMPNE ACTED STUCCO BUILDER BY DIVISION. B70PC0 C CRETE PAD W GU�HEIGH VARIES GARAGE DOOR FOOTING ERMITE TREATMENT SHALL BE STOP SCALE: IR'•I -®' I . W/ 'x6' IE VAPOR UA111 ° a -CARE N > MIL L HYLETaE VAPOR • e •. CURB HEIGHT VARIES y( E ON WELL -COMPACTED CLEAN w OC W e BGALE: I/I'•1'-0' Le L € TREATMENT SHALL BE a. � � ° � > 9 E VARIES a z !3) 5 ON CHAIRS ° a •^ -CARE } Z E E 4' CONC. REINFORCED W/ 6'X&' WL4XWL{ E m b' I' RECESS FOR y g• 0' 4' E ro ° ' a/• �A O L a W1F OR ER ON IEBH -C 6-MIL VAPOR BCD. TRACK ip O 4' CONC. �NFORCEP W/ MII WIAXW.4 ~ a RETARDER ON WELL -COMPACTED, GLEAN FINISH FLOOR i- r J1 —CU 5- . F !2) 5 RE CHAIRS _ UWF OR FIBERM€SH -C 6-MIL. VAPOR • • FILL. TERMITEAPPLIED TREATMENT F MI - p • a %_ TERMITE l}�ATI'E�'PAD CLEAN BORA-CARE APPLIED AT FRAMINGTO 15E U BORA-CARE APPLIED AT FRAMING. 20 u; ;r 0• 0: 4: GARAGE STEP—UP > y; 4' I'.0" d' (2) 5 REBAR ON CHAIRS E E (3) 5 RK5AR ON CHAIRS 2—STORY L.B.W.4 E m i 2 m e a �i FOOTING �" m3 '�-8, �0 GARAGE STEP—UP q�E�XTENDED °1—STORY L.B.W. E: IR'=r-0' a° ° ✓,� ` �'i' 1—STORY FOOTING 2—STORY FQQTING z� W UPLIFT AT GARAGE AT GARAGE SLAB AT S. G. D. 6D EXT NDED FOOTING EMENDED C' /2 FBHEI HFO € DR t 8 SCALE: I2 =1_m 8A scAL�: 1 2 =1.0 0 SCALE: 1.1,_o, SHOWER RECESS FOOT scALE:lrz 1' xALE.r=r-m' !U 5 REBAR VERTICALLY W/ CONC. E POURED CELL GONG., REIHF. W1 6k6' LUIAXWL40 ULM BEE ENERGY CODE FOR1$ FOR = • _a ON 6-MIL POLY ETHYLENE VAPOR INSULATION R-VALUES TARDER ON WELL -COMPACTED CLEAN TERMITE TR£ATTIENT 6HAI.L BE TEXTURED FINISH CARE 0• CMU C2) 5 ON CHAIRS GROUTED BOND BEAM oeoosABD AB AT GARAGETIE HORIZONTAL SERVICE DOOR TO TIE VERTICAL REBAR VAR ES PER ELEv. _I SCALE: I2'•i'-o' - TO HORIZONTAL 0'-0' FIN. FLR REBAR W/ 10' HOOK F ' aT GROUTED BOND BEAM • a REBAR W/ 10, HCVI4 ro- p NOT USED VARIES PER ELEv. — VARIES PER ELEV. TUCGO G AND - W TOP ' ° 4' CONC. REINFORCED W/ b'X6' GWI.dXWl.4 lWF OR FIBERMESH ON 14 1NE NQT USED E a e ° P GROUTED BOND BEAM ip E �`' 6-MIL. VAPOR RETARDER ON r AT 3 e WELL -COMPACTED GLEAN FILL. POURED LINT . CTT .) 0 {.•. a�a. TERMITE TREATMENT TO BE 1 �, 1 I E ' • BORA-CARE APPLIED AT `•�; 0• CM D G LL G LINE ;, s ° 6' PVC CHASE THRJ FOOTNC• °' c ((3 FRAMING. 1EBAR ON CHAM 2X WALL F MI ® _ • Cmu e� -STORY E m E 1' ANCHOR )Y: XT' -I/2' DRYWALL e2) 45 RESAR ON CHAIRS . m U V-0' N. 5' T Ul/ 2'X2'XI/0• 2_g70R`I" {, WASH AGED EVENLY FROM WOOD BASE (3) 05 REBAR ON CHAIRS a FLO AM. SET IN JOINTS - - 2—STORY FOOTING P LL VIED ANCHOR M POUR AC GE TROFIT) 13 W BLOCK WALL FRAME 0 b (1) M REBAR VERTICALLY W1 CCNC. OCK WALL CONNECT POUR CELL SEE ENERGY CODE FORMS FOR SCALE: I!t'•I'-0' INSULATION R-vALUEB a :< 'a B, GI-U) p, •_ CLEAT TION p- ! FORCLEIN)UTSPECTION TION ED GAS LINE THRU BL K • FOR INSPECTION FOR N$PECTIaI IR• t,YP. M. BD. z 8CA - z WOOD SASE E E NOT USED tt w 4• J,-MI RENF. w/ 6"xb' E VAPOR WUM B ON RETARDER POLY ETHYLENE VAPOR RETARDER ON UELL-COMPACTED GLEAN 0'-0' FIN. FLR. 0'-0' FIN. FLR _CAL ° IO ° I. O FILL TERMITE TREATMENT SHALL BE _ _ C1J 5 REBAR SET IN SIMPSON HIGH ° I BO18A-CARE p - • - ° TIE VERTICAL REBAR a ° e ° TIE HORIZONTAL MBAR 0 _a 'a T TO HORIZONTAL a ° 4 ° TO HORIZONTAL E `• STRENGTH EPDXY 6' EMBED. MN. (2) 5 REBAR a I -STORY I . - e,. REBAR IW i0' HGL'YC - -e,° REBAR W/ lo' HOOP E (3) 5 REBAR a 2-STORY e m •. a 6' PVC CHASE THRU FOOTING }/ e° OUTSIDE REBAR TO B€ CONTINUOUS n° < (1) 5 VERT. DOWEL a• U U 4' GONG, REINF. W/ 6'xb' WL4XWIA0 LAPPED W/ BOND BEAM 4. °. WUM CN 6-MtL POLY ETHYLENE a °. VAPOR RETARDER ON (I) 5 REBAR AT CORNER$ E 4- 0' 4' (7 5 REBAR ON CHAIRS U.ELL-COMPACTED GLEAN FILL W/ 25' LAP Min e° , R1 L) HORIZONTAL/VERTICAL TERMITE TREATMENT SHALL 0E 1-{. ?-STORY BO2A-CARE 2'-1' MIN. LAP B)S REBAR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT PIPE THROUGH E REINFORCING BEARING CHANGE TYP. RETRQFIT FOR 1—STORY FOOTING SCNE I7'=1'-m' 1 SCALE:IR=1'-o' OA OMITTED DOWELS B REBAR LAP AT FOOTING TYP, REBAR LAP W BLOCK WALL G E: =r-� &GALE+11'=r-o C AT LINTEL CORNERS D AL =1 - x ALL EXrF1EIRI0R FOOT'E]E-ZS Arr FlINISH SILA13'S TO BE MIST- 12" 13EL,(DW IJI�'TI7ISTLTI?E3EI) SOIL CONTROL DATE: 07/01/15 A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w w U L O yh �L U A h A ti MOM ec LJOT: CREEKSIDE LOT #9 PROJECT# 04321.000 MODEL 4EJB 2807- ELLE" GARAGE SWING: LEFT PANE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA DATE: 11 / 10 / 17 :SCALE: 1 /4"=1' — O :SHEET DI File COPY FIBERGLASS SHINGLE! OVER #30 FELT PAPEF INSTALLED PER FBCF RR905.1.1 ON 2' O.S.E 5HEATHING OR J" CD) PLYWOOD SECURE PER FA5TENEF SCHEDLLI PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN 5/a" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1—STORY 1 BLOCK WALL SCALE: 3/4" =1-0" I'X4' OR I'X2' P.T. NAILER ❑ Ix4 PT. OR %IX4' MIN. SECURE THRU FRAME 4 ❑ EXTEND I-Yi INTO BLOCK W/ %' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 MIN, EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 841M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.i ) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +6 4 \1 ALE: 3/8' • LOC ;EE ENERGY CODE FORMS FOR 45ULATION R-VALUES ' GYPSUM BOARD OR �" HIGH TRENGTH CLG. BOARD 'ONC. FILLED LINTEL BLK W/ (1) 3 REBAR CONTINUOUS 'RECAST LINTEL EE ENERGY CODE FORMS FOR 15ULATION R-VALUES JINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) #5 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS 16' O.C- a, CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FSCR RR905.1.1 ON II' O-S.B. SHEATHING OR J" GDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x(o FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ I/2 "xV A-5. y w/ 2' PIA. WASHERS, I' MIN. EMBEDMENT WITHIN 8" OF EA. END, 32' O.G. MAX IN FIELD. CONC. FILLED LINTEL 13LK. W/ (1) #5 REBAR CONTINUOUS PRECAST LINTEL 5/5" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) #5 REBAR VERTICALLY W/ CONC. POURED CELL 8" CMU WIN awl pd��- 1—STORY �o GABLE BLOCK WALL SCALE: 3/4" =1'-0'I 2k4m SECURE TO BLOCK W/ $(L•' 2x4m TAPGONO OR DRIVE PIN SECURE TO BLOCK W/ ' (MIN. SHANK SIZE .148 TAPCONS OR DRIVE PIN MIN. HEAD SIZE 300 (MIN. SHANK SIZE J45 MIN. EMBEDMENT 1 Y.) MIN. HEAD SIZE 300 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X MUST BE MIN. EMBEDMENT I Y1) NOTE: STRUCTURAL 2X MUST BE IS, OZ- MAX SPACING. ON OUTSIDE 4 SECURED THROUGH WITHIN 8' OF EACH END 4 CN OUTSIDE t SECURED 2Xf» NON-STRUCTURALFN%t B' O.C. MAX SPACING. THROUGH SECURE TO BLOCK Wn-W.' INTO INTO 2X6= T I Ya' EMBEDMENT IRN-STRU EMBEDTURALMENT T�G� TAPCON6 OR DRIVE PIN .EMBEDMENT SECURE TO BLOCK CIe- (MIN. SHANK SIZE .145 Wn-W,' TAPCONS OR MIN. HEAD 912E 300 'CMU DRIVE PIN MN. EMI6EPMBNT I W) va DRYWALL (MIN. SHANK 812E .145 • CMU WITHIN d'" OF EACH END [ IB' O.G MAX SPACING- 'X4' OR I'k2' P.T. NAILER MIN. HEAD SIZE "0 MIN. EMBEDMENT I Y, ) J" DRYWALL OR I'x2' P.T. NAILER 2X8 WITHIN 8' OF EACH E t NG- El SECURE TO BLOCK Wn-�i(r,' BE 7(`' OAJ3 X 4' MIN. I8' OMAX SPACND .G TAPCCNO OR DRIVE PIN tMIN. SHANK SIZE .W5 DOOR CASING 2x84s SECURE TO BLOCK Wn-ifs' DOOR CASING MIN. HEAP SIZE 300 pOOR JAMB OR WINDOW TAF'GON5 OR DRIVE PN (MIN. SHANK SIZE. LtA DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y1J A17AG14 TO 2X PER WITHIN $' OF EACH END t MANUFACTURES DETAILS. MIN. HEAP SIZE 300 ATTACH TO ?X PER 15, O.G. MAX SPACING. MM. EMB£171MENT I Y1) MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB WITHIN 8' OF EACH END 1 NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED,49 1S' O.C. MAX SPACING. JAMB (DO NOT EXCEED 41 DOOR JAMB TO HLOCK +1-IS/19" DOOR JAMB TO BLACK +3" Cr WINDOW TO HLOCK +1-15 B" E+ @ BLACK +3' SCALE: 3/8'=1'-0 BCAL£V1T3/80W 2x4 BLOCKING BETWEEN TRUSSES AT FIRST FIVE BAYS 4'-0' O.G. (AT SHEATHING SEAMS) STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) INE 2x4 A7 RUN SECURED WI (2)12 (2J 12d's 6EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CI-G. BOARD t�� IX2 FIRE -SLOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST CONIC. 51" Ix2 P.T. FURRING STRIPS 24" O.G. 1/2' GYP. WL. BD.. WOOD BASE 2X4m SECURE TO BLOCK W& TAPCONS OR DRIVE PIN (MIN. SHANK SIIE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y;) NOTE: STRUCTURAL ?X MUST BE WITHIN S' OF EACH END 4 ON OUTSIDE 4 SECURED IS' O.C. MAX SPACING. THROUGH NON-STRUCTURAL %6 2x4.a TAPCON MIN. I-Ya' EMBEDMENT SECURE TO BLOCK INTO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN (MIN. SHANK SIIE .145 • GMU MIN. HEAD SIZE 300 , DRT.u1AL1 M. EMBEDMENT I Ya'1 WITHIN 8' OF EACH END 4 •X4' OR I'x2' P.T. NAILER is' O.C. MAX SPACING. ❑ 2X8® 766' O.S.B. X 4' MIN. SECURE T( P BLOCK WA-I/4' TAPOONS OR DRIVE PIN DOOR CASING (MN. SHANK SIZE 145 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 ATTACH TO 2X PER MIN. EMBEDMENT I Y4'1 MANUFACTURES DETAILS. WITHIN 8' CF EACH END 4 NOTE: BRIM AS NEEDED TO PLUMB 18' O.G. MAX SPACNG. JAMB (DO NOT EXCEED Y1) DOOR JAMB TO BLOCK +3-7/IB' G' WINDOW TO BLOCK +3-7 IB" SCALE: 31VIO 0' 2X4m SECURE TO BLOCK w/ W6,TAP 2X4m 2X4:m 2X4,m OR DRIVE PIN E To BLOCK TAPCC.18 SECURE TO BLOCK W/ w TAi'CONS OR DRIVE PIN bECURE TO BLOCK lW �kI'6• OR DRIVE PIN !MINI. SHANK 912E .145 (Mk SHANK OR DRIVE �N (MIN. SHANK SIZE .145 TAPCON; (MIN. SHAW SIZE .k5 MIN HEAD 812E 300 MIN. EMBEDMENT I Y4') WITHIN (MIN. SHANK 812E .id6 MIN. HEAD SIZE 300 MIN. HEAD 912E 300 MIN. EMBEDMENT I Yi) WITHIN MM. HEAD 912E 300 MIN. EMBEDMENIT I Yi) WITHIN S` OF EACH END t IS' OG. NOTE. STRUCTURAL 2X MUST MIN. EMBEDMENT I Yi ) WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X MUST 8' OF EACH END 4 18' O.C. 8` OF EACH END 4 IS' O.C. NOTE, STRUCTURAL 2X MUST MAX SPACING. 2X6 BE ON OUTSIDE < SECURED 18' O.C. MAX SPACING. CN OUTSIDE 4 SECURED MAX SPACING. 2Xb:mo MAX SPACING. 2X6® Be 04 OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL % TA MIN. I-Y♦' 2xbsm 7HRCUGI-1 NON-STRUCTURAL TW TAN MN. I•Y1 SECURE TO BLOCK Wn-W&' SECURE TO BLOCK W)2.%' THROUGH NON-STRUCTURAL �, TAF'GCN MIN. I-Yi wn- .• TAPGONS OR DRIVE PIN MC EMBEDMENT INTO BLOCK ®SOUR£ TO BLOCK W/I-V4' SECURETAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK EMBEDMENT 7APCON9 OR DRIVE PIN OR DRIVE PIN SHANK SIZE J45 SHANK EMBEDMENT INTO BLOCK CMN. SHANK 812E 14S !MINI. SHANK SIZE .145 (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 (MIN. (MIN, miiL HEAD SIZE 3w MIN. HEAD SIZE 300 MN. EMBEDMENT I Y4') e, CMU MIN. HEAD 812E 300 MIN. EMBEDMENT I Ya') 8' CMU MIN. EMBEDMENT I Y49 WITHIN 8` OF EACH END t 8' CMU MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 B' O.C. 8' CMU K' Diu- WITHIN 8' OF EACH END SPACING. ❑ )¢' DRYWALL I'X4' OR I'X2' PT. NAILER WI7HIIN 8. OF EACH END i Ib' O.G. MAX SPACING. )S' DRYWALL NAILER 18' O.C. MAX SPACING. 15' DRYWALL MAX SPACING- I`X4' OR I'X2' P.T. NAILER 4 15' O.C. MAX 2X8,® 2ND 2X SECURE TO 2X8 I'X4' OR I'X2' P.T. ' X 4' MIN. 2X8i® ❑ 17(4' OR 1'X2' P.T. NAILER 2X8m SECURE TO BLOCK Wn-J1(y' OOR CASING SECURE TO BLOCK STRUCTURAL MEMBER WITHIN B' OF EACH END bECURE TO BLOCK W/I-1/4' P.T. OOR CASING SECURE TO BLOCK Wn-4)(r OOR CASING TAPGONB OR DRIVE PN W/2_%' TAPCONB DRIVE PIN 4d END 4 6' TO 8' Or— MAX TAPCONS OR DRIVE PM (MIN. SHANK SIZE TAPCONS OR DRIVE PIN !MIN. SHANK 912E .145 (MN. SHANK SIZE J45 MIN. HEAP SIZE 300 DOOR JAMB OR WINDOW (MIN. SHANK 9f2E .145 OOR CASING .14S MM. HEAD 812E 300DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN DOOR JAMB OR WINDOW ttACH TO 2x PER MIN. EMBEDMENT 1 Y4') WITHN ttACH 70 2X PER MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y�) DOOR JAMB OR WINDOW TTTO 2X PER MIN. EMBEDMENT I Y4`) WITHIN 8` OF EACH END t ATTAC ATTACH TO 2X PER B' f EACH END t IS, O.G MANUFACTURES DETAILS. S' of EACH ENI 4 IS' OC. MANUFACTURES DETAILS. WITHIN 8' OF EACH END t MANUFACTURES DETAILS. Ib' O.G. MAX SPACING. ANUFACTURE5 DETAILS. MAX SPACING. E= SHIM AS NEEDED TO PLUMB MAX SPACING' NOTE: SHIM AS NEEDED TO PLUMB 18' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A,'1 JAYS (DO NOT EXCEED Y:1 JAMB (DO NOT EXCEED 'k') JAMB !DO NOT ExGEED Yi ) ]A)B TO BLACK +2 1/4" DOOR JAMB TO BLACK +3' DOOR JAMB TO BIUJC% +3 3/�" FIBERGLASS SHINGLES OVER #30 FELT P ER INSTALLED PER FSCR RRS ON J' O.S.B. SHEATHI R 1" GDX PLYWOOD BE D PER FASTENER DULE 1•_(p, TYP. O.H. MTL. DRIP ED 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT STIF:5ACK AT ALL—/ UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.) 0.5.8. SHEATHING OR }" cOx — 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 FORTIFIBER JUMBOTEX GRADE "D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR i/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUR SPECS.) WEEP SCREED_ (SEE DETAIL 7/1WA2 SECURE GABLE TO 2x(o P.T., PLATE W/ 12d's 8' O.G. MAX SECURE 2x6 FT. PLATE TO BLK W/ 'x3' ANCHOR BOLL W/ 2" WASH SET IN SIMPSON HIGH SIRE EPDXY i' EMBED. MIN. G 6/e' THICK, 3 COAT P LAND J CEMENT PL,43TE PPLIED w D IRECTLYT PMA60NRY TZa' L R 1—STORY GABLE' W/ VAULT C LG. 3 BLOCK WALL SCALE: 3I4" =1'-0" S' CMU Y,' DRYWALL PX4' OR I>C2' P.T. NAILER Ix4 P.T. OR %X4' MIN. SECURE THRJ ❑ FRAME t EXTEND I Ya INTO BLOCK W/ TAPCONS OR DRIVE PIN rll,* (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT I-Y4 WITHIN 8' OF EACH END t IS' O.C. MAX SPACING \`DOOR CASING DOOR JAMB OR WINDOW ATTACH TO IX PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAYIB (DO NOT EXCEED Y;) DOOR JAMB TO BLACK +3/4 OR +6/4 n WBD70W TO BLACK +3/4 OR +5/4 SCALE. 3/8-'•I'-0' DOOR JAMB TO BLOCK +1-1//2 DOOR y WINDOW TO BLOCK +1-1/2" /y1 WINDOW TO BLACK +2 1/4' WIND W WINDOW TO BLOCK +3 9 4 I� SCALE: 3/8'•I'-0' SCALE: 3/e'•I'-0' Z. SCALE, 3/8'=1'-0' H SCALE, 3/S'=1'-0' m FASTENER SCHEC>ULE NAIL REQUIREMENTS TOP CORD BLOCKING AT 4' 0 ROOF DIAPHRAGM USE 1/I6' OS.B. OR 1/2, CDx PLY WITH 08 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 48 RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS m 4' DC. SIZE HEAD I LENGTH I DIR MN51LE STR 8d ROUNDITODIFIED 17/8' 113 1 1"10,000 OR T 10d ROUNDMODIFIED 21/8' 1?8 IT0�00 aR T O.G. MAX. IN FIRST 2 FRAMING NO E: TYP. EXT, SHEATHING ATTACHMENT 10 SPACES AT EACH END. FOR SHEAR 4 UPLIFT (0.5.8. TO BE STRUCTURAL ZD RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE ROOF SHEATHING NOT REQUIRED EXCEPT a OPENINGS p( NOTE: NAILS TO BE MFG. EY MEMBER OF INT. EXTERIOR SHEATHING USE 112, CDX OR 1/16' 05B PLY WITH #8 RING SHANK GUN NAILS AT 6` STAPLE, NAIL I TOOL ASSOCIATION 10IN INCH NOMINAL DIAMETER O.G. AT PANEL SIDES AND #8 RING SHANK GUN NAILS 4'O.C, TOP 4 ?RING DIAMETER OF 001? OVER SHANK DIAMETER 0.012 � �p BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR -1/16, ZIP SHEATHING SYSTEM 3 16 TO 20 RINGS PER INCH ROOF S�-4EAtW INS LAYOUT (INSTALLED PER MANUF. SPECS). SEE DETAIL. NOTE: AS AN 4 0280 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH AND ENDWALL BRACING -RING SHANK GUN NAILS SHALL BE PERMITTED AGGEPTABLE FASTENER FROM ANY MANUFACTURER I BUILDING LENGTHOR �A�LE END SRAM INCF -ROOF DESIGN PRESSURE BASED ON WORST CASE OB RING SHANK GUN NAILS 0 4' O.C. TOP 4 BOTTOM EDGES lU 2X6 F.T. SECURED TO MASONRY w/ 1/2'WW A.B. w/ V DIA. WASHERS, 'I' MIN. EMBEDMENT WITHIN e" OF EA. END, 32' O.C. MAX IN FIELD. 0 #8 2' DECK SCREWS m W-V O.G. MAX m EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED 'SPANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 2x4 BLOCKING BETWEEN TRU56E5 WHERE "X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN ZECUIRE(2)12d's ® EACH TRUTO BE INSTALLED ®OF TRUSS SPAN, OR MAX. SEE ENERGY INSULATION P FM FORMS FOR %LUES RD OR Z" HIGH BOARD m 24' D.C. 6 INTERIOR KNEE CONIC. FILLED LINTEL BLK W/ (1) #5 REBAR CONTINUOUS PRECAST LINTEL CDOW ATTACHMENT AS PER NUFACTURE5 SPECIFICATIONS RECAST SILL lll SAR VERTICALLY W/ CON URED CELL lx2 P.T. F ING 5TRIF 16" O.G. 8" CMU 1/2" GYP. WL. B WOOD BASE NOTE: PER FBGR RW5.1.1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS RECUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 45(o9 TYPE IV, OR ASTM D 6i57 IX4 DIAGONAL 5TM. CHORD BRACING. SEE PLAN FOR LOCATION PRE-ENG'D WOOD TRUSS (TYP) m 24' O.C. MAX SIMPSON O HETA-16 (TYP) VERIFY W/ TRUSS PLAN CONC. POURED LINTEL COURSE '— IX4 SYR LATERAL RE-INFORGING 36" O.G. MAX m TRUSS BTM. CHORD, SECURE W/(3) 10d NAILS a EA. TRUSS CHORD GABLE END BRACING SCALE: 1/2' =1'-0" �% RING SHANK GUN NAILS m b" O.G. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR RODE SHEATHING (O.S.B, TO BE STRUCTURAL GRADE) A R C N I T E C T 8 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.a bdesigng ro up.co m AA #: 0003325 N W 64 4 h U W F A h ti sVBDiv. ec LOT: CREEKSIDE LOT #9 PROJRCT* 04321.000 MODEIL. 4EJB "2807—ELLS" GARAGE 19WMG: LEFT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATM 11/10/17 SCAM 1/4"=1'-0" �Ad File Copy FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN RRw5.1.1 ON 16" O.S.B. TRUSSES AT F-IR57 (5) FIB GLASS SHINGLES OVER PROVIDE EAVE SHEATHING OR 2" CDX BAYS 4'-0' O.G. (AT $130 FELT PAPER (OR BAFFLE OVER THE P PLYWOOD SECURED FI5ERGLA55 SHINGLES OVER SHEATHING 5EAM5) APP vED EQUIVALENT) ON OF INSULATION F PER FASTENER SCHEDULE EMBED. STRAP 30 FELT PAPER INSTALLV ED 0.5.8. EATHNG OR �° CDX ,/ CLEAR ENTLA N VERIFY W/ TRUSS PER FBCR RRS05.1.1 ON r6 PLY OD SEGURED PER / PER FBEG R4 .3 PRE-ENG WD. TRUSS PLAN O.S.B. SHEATHING OR �" CDX F TENER SCHEDULE 24, O.G. MAX. PLYWOOD SECURED PER FASTENER SCHEDULE 1 _0 PRE-ENG TRUSS MTL. DRIP EDGE SEE ENERGY COPE FORMS MTL. DRIP EDGE TYP. L. DRIP EDGE ---- SEE ENERG ODE FORMS PRE-ENG WD. TRUSS FOi:' INSULATION R-VALUES O.H. WOOD SHEATHING 2X4 OR 2X6 FASCIA 5/8' GYPSUM BOARD OR 1/2" 2X4 OR 2X6 FASCIA 24" O.G. MAX. 2x4 OR (v SUB -BAND FOR IN5UL ON R-VALUES. PER ELEVATIONS HIGH STRENGTH CLG. BOARD PER ELEVA710N5 PE LEVATIONS GONT. 2x4 RAT RUN SECURED " GYPSU BOARD OR " STUCCO LAYER P DOUBLE TOP PLATE VENTED ALUM. SOFFIT W/ l2) 12d's a EACH TRU55 VENTED UM. SOFFIT HIGH ST NGTH CLG. WTRB LAYER #2, FORTIFIBER VENTED ALUM. SOFFIT I -0° TYP. WINDOW HEADER SIZE VARIES SEE ENERGY CODE FORMS FOR BOOR BUILDING PAPER I/2" GpX OR 7/16" OSB INSULATION R-VALUES * METAL LATH O.H. PER WINDOW OPENING SEE SECURE TO WALL PER OO UPLIFT SIM N ;,_' FASTEN 7o WOOD STRUCTURAL HEADER SPAN CHART FOR FASTENER SCHEDULE 5/6" GYPSUM BOARD OR NNECTOR c,P EA 1/2" CDX OR �/16" OSB MEMBER 0 1' O.C. MAX DETAILS 1/2 HIGH STRENGTH CLG. F SECURE TO WALL PER 2 S'r'P *2 2 STUD ON SHEET D2 �'I/8" TEXTURED BOARD FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR T/16' ZIP D TOP _ FINISH a WOOD ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUBLE TOP PLATE 'M' TYPE CONTROL JOINT WINDOW HEADER SIZE VARIES P1- FRAME TO BLOCK OR 7/16" ZIP WINDOW SILL (INSTALLED PER SHEATHING SYSTEM MANUF. SPECS.) PER WINDOW OPENING SEE .� CONNECTION SEE DETAIL 2x6 STUDS e 16' O.C. MAX W/ HEADER SPAN CHART FOR 15/DI ( INSTALLED PER INSUL., SEE ENERGY CODE 1 i MANUF. SPECS.)F-otZIP RHEA NG 5Y5TEM IN5UL., FOR INSULATION DETAILS DRY WALL 6' METAL LATH STRIP WINDOW ATTACHMENT AS PER 1 W WIDE STRIP SELF /8" THICK, 3 GOAT R-VALUES ONSTALLE ER 2 DIA ANCHOR BOLT ADHESIVE FLASHING, GLEAN 1/8 THICK, 3 GOAT MANUFACTURES SPECIFICATIONS MANUF. 5PE OR AT 16O.G. MAX WITH -V MASONRY BEFORE APPLYING CEMENT PLASTER 3° t CEMENT PLASTER WALL EMBEDMENT AND 2" TEXTURED a T G SUBFLDOR GLUED AND WINDOW SILL APPLIED TO METAL SCREWED AS PER FASTENER APPLIED TO METAL 2x(o STUDS -0 16' D.G. MAX W/ SHEATHING DIA. WASHER FINISH * MASONRY LATH OVER 2 LAYERS SCHEDULE ON SHEET D2 LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE a' CMU OF GRADE D OF GRADE 'D' FORMS FOR INSULATION 2x8 5YP *2 BUILDING PAPER OR BUILDING PAPER OR R-VALUES WOOD STUDS ON PI PAPER BACKED LATH '� A. X OVER AN APPROVED PAPER BACKED LATH' T 8 G SUBFLOOR GLUED AND AT 12" O.C. MAX U VERTICAL CONTROL HOUSE WRAP OVER AN APPROVED SCREWED AS PER FASTENER HOUSE WRAP SCHEDULE ON SHEET D2 BETWEEN DISSIMILAR 2x£3 P.T. SYP 412 �\ 0 SOLE PLATE CI) COURSE TIE -BEAM ATERIALS DETAIL 15/WA2 PRE-ENG FLOOR TRUSS z POURED SOLID WITH SCALE: N.T.S. (INSTALL PER MFG. SPECS.) Z CONCRETE. (I) 5 REBAR HORIZONTALLY GONG- FILLED LINTEL " GYPSUM BOARD OR %" HIGH Q 3/4" T a G SUBFLOOR GLUED BLK. W/ (1) "5 REBAR STRENGTH CLG, BOARD DETAIL -1B/WA2 WEEP SCREE PRECAST LINTEL AND SCREWED AS PER coNTlNuous U �( ASTM 92Co-C (03 C 1X2 NAILER/PRAFT STOP \T(71N5TALL -ENG FLOOR TRUSS FASTENER SCHEDULE ON PER MFG- SPECS) (SEE D 1 2/D ) WINDOW ATTACHMENT AS SHEET D2 YPSUM BOARD OR Z to - PER MANUFACTURES SEE ENERGY CODE FORMS HIGH STRENGTH CLG. BOARD ILI U SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. FOR INSULATION R-VALUE5 — 1X2 NAILER/DRAFT STOP ul Q CMU) W/ (5) 12d NAILS EACH ul u- PREGAST SILL TRUSS PRECAST LINTEL z 05 RE BA 16° -GONG. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS z � O.G. MA PRE-ENG FLOOR TRUSS WINDOW ATTACHMENT AS PER l.0 GCC) NGR (INSTALL PER MFG. SPECS) 5/8' THICK, 3 COAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS POUR CELL, 2 P.T. FURRING STRIPS PORTLAND CEMENT PRE -CAST CONCRETE SILL FOR INSULATION R-VALUES O YERIF PER I/o" O.G. CONC. FILLED LINTEL BLK W/ PLASTER APPLIED PRECAST LINTEL — PLA (1) *5 REBAR CONTINUOUS DIRECTLY t0 (1) 45 REBAR VERTICALLY 8 MU Cl WINDOW ATTACHMENT AS PER Z MASONRY WCONC. POURED CELL _4 O / R-4.1 1/2" YP. WL. BD. RIBBON 5/5" THICK, 3 COAT MANUFACTURES SPECIFICATIONS (30 IX2 P.T. FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL N 5ULATION (1) 04 ONTINUOUS REBAR FASTENING DETAIL 8 STRIPS 's 24" O.G. J 0MU PLASTER APPLIED " DIRECTLY TO —� �` WOOD 5E 6 SCALE: 3/4"=1'-0" (I) *5 REBAR VERTICALLY 1/2" GYP. WL. BD. MASONRY ° W/ GONG. POURED CELL m Z *4 RES 48" LONG WOOD BASE pC T_ � p W/(OI HO Q 24" O.G., p sl Ix2 P.T. FURRING 0'-0' STRIPS e 24" O-C- a Q MIN. 24" IN AB ROOF TRUSS UPLIFT U e. FIN- FLR. 8" CMU (L. (V 2'-O" CONNECTOR NOT (MIN. CONN ' w 6HOU-N FOR GYP. WL. BD. p IN SLAB) CLARITYRI�EEE 1. P _ WOOD BASE F� I 0'-0" o IN. FLR. ALL f I 9 3 1/2" GONG, R F. W/ (o"x& WI.4XWI.40 WWM (O-MIL EXTERIOR WALL • eg .V e a SHEATHING (SEE ° a SECTION — - L4 POLY ETHYLENE POR NOTES) FASTEN EACH STUD I o RETARDER ON TO D'5L. TOP PLATE WOOD A. ° �`a ° W/ USP SPT24 NAIL 2—STORY 2—STORY WELL CLEAN WALL WALL .: °g. FRAME TO �W �u �" �u �" FILL TERMITE TREATMENT PER MANUF. SPECS. SHALL BE BORA-CARE (D�)SECTION SECTION 2'-0" (3) *5 REBAR CONTINUOUS SECTION AT TOP SCALE: 3/4"=1'-0" SCALE: 3/4'=1'-O' ON CHAIRS {� OF EXTERIOR WALL SG ALE: NTS FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES OVER 030 FELT PAPER OVER 030 FELT PAPER PRE _ENG GABLE TRUSS NOTE. INSTALLED PER FBCR RR905.1.1 ON J" O.S.B. 5PF STIFFBAGK (SEE SEALD TRUSS INSTALLED PER FBCR RR'305.1.1 ON J" O.S.B. 5PF STIFFBAGK (SEE 5EALD TRUSS DIAGONAL BRACE a EXTERIOR WALL STUD WALL SHEATH( ENG. PACK FOR SIZE # CONNECTION) ENG. PACK FOR SIZE 4 CONNECTION) CENTER OF TRU55 SHEATHING OR �' CDX BLOCKING BETWEEN SHEATHING OR �" CDX 2x4 5PF BLOCKING BETWEEN SPAN OR HIGHEST FASTEN STUDS TO BLOCK W PLYWOOD SECURED TRUSSES AT FIRST (5) BAYS 4'-0' E PLYWOOD SECURED2x4 TRUSSES AT FIRST (5) BAYS 4'-C" RIDGE. DIAGONAL WITH USP MSTA45 STRAP WI FASTENERS AS SHOWN. INST PER FASTENER O.C. CAT SHEATHING SEAMS) PER FASTENER D.C. (AT SHEATHING 5EAM5) BRACE TO BE '� ANY STRAP ®EA END (UN.O SCHEDULE NOTE: SCHEDULE SPAN 15 -0 OR SPACE STRAPS AS FOLL MTL. DRIP EDGE DIAGONAL BRACE '� MTL, DRIP EDGE GREATER. REFER TO -1-10 MPH 'C': 32' O PR. WD. TRUSS 24 CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA PER ELEVATIONS PRE-ENG WD. TRUSS 24 TRUSS ENG, FOR ADDITIONAL 60 MPH 'c': 3r o -150 MPH 'B': 48' O 2X4 OR 2X6 FASCIA O.G. MAX. MAX, HIGHEST RIDGE. DIAGONAL BRACE TO BE a ANY SPAN SECURED W/ (3) 12d O.G. MAX. HORIZONTAL TRUSS -140 MPH 'C' 48' o TOP OF STUD WALL PER ELEVATIONS 15'-0" OR GREATER. REFER NAILS REINFORCEMENT. _ _oLE PLAT _ SECURED WI (3) 12d SECURE TO TO TRUSS ENG. FOR SEE FASTENER SECURE TO 0'-0' TO 30'-0" (1) v NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE I/2" CDX OR 1/16" 05B (2) 12d TRUSS REINFORCEMENT, D2 FOR SHEATHING (2) 12d 30'-1" TO 60'-0" (3) SECURE TO WALL PER NAILS FASTENER PATTERN NAILS X-BRACE ll) X-BRACE FASTENER SCHEDULE 0'-0' TO 30'-0" (1) 1/2" CDX OR T/16" OSB m CENTER AND (2) TOP OF M MASONRY WALL ON SHEET D2 X-BRACE SECURE TO WALL PER BRACE DIVIDED ZIP SHEATHING 'X '-,' TO 60'-0" (3) FASTENER SCHEDULE EQUALY FROM CENTER SYSTEM SYSTEM (INSTALLED PER X-BRACE (1) X-BRACE ON SHEET D2 TO END MANUF. SPECS.) e CENTER AND (2) OR 7/16" ZIP SHEATHING WEEP SCREED, SEE CONT. 2x4 5PF RAT RUN SECURED W/ BRACE DIVIDED EQUALY FROM CENTER SYSTEM (INSTALLED PER ANUF. SPECS.) GON7, 2x4 SPF RAT RUN SECURED W/ 2 — S TO RY CMU E3LOCK WALL DETAIL TB, SHEET WA2 (2) 12d's -8 EACH TRUSS TD END 2X4 W/ 3/8" X 5 LAG (2) 12d s c EACH TRUSS GABLE END 2X6 PT 5>=CURE W//Nr a (2) 2x4 02 5YP DIAGONAL BRACE W/ A R C H IT E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W w U W b ti �0. U W A h A 2 SUBDIV 8e IAT: CREEKSIDE LOT #9 PROJECT: 04321.000 MODEL 4EJB "2807—ELLS" GARAGE SWING: LEFT PAGE: SHINGLE MONO. —STORY �q PLACE STRAPS SPACED WALL AND FASTENED AS SECTIONS &NOTES SHOW) WITH ONE ADDITIONAL STRAP AT EACH WINDOW KING STUD 160 MPH EXP. C MIN (10) 106 COMMON NAILS INTO STUD (0.148 PIA X 1 IR" LONG) STRAPS INSTALLED OVER WALL SHEATHING FILL ALL REMAINING STRAP HOLES W/ 10d NAILS INTO WOOD BACKING DO NOT PLACE SCREW IN TOP HOLE NEAREST TO TOP OF CMU BLOCK WALL CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (1) 3/16' DIA. X 1-1/4' LONG TAPGON MASONRY SCREWS (2) 2x4 2 5.Y.P. DIAGONAL MIRAGE W/ 32 O.G. MAX. OR 1/21XV, ANCHOR (3) 12d's a EACH TRUSS DIAGONAL GABLE 51MP80N M5TA-24 m (3) 12d's a EACH TRUSS DIAGONAL CROSS BOLT 32" O.G. MAX. X-BRACING TO COVER 5-TRU65E5 32' O.C. MAX. X-BRACING TO COVER 5-TRUSSES EXTERIOR STUD WALL CONNECTION NAIL GABLE TO 2X6 X— BRACING DBL TOP PLATE 5/8' GYPSUM BOARD OR 1/2" HIGH g BRACING TO FIRST FLOOR MASONRY WALL W/ 12d NAILS 6" O.C. 5/8" GYPSUM BOARD OR I/2 HIGH SCALE.- 3/4"=I'-a" MAX. STRENGTH CLG. BOARD 2X STUD 16 O.C. MAX. STRENGTH GLG. BOARD � SCALE: NTS101 0 j; TjE- 11/10/17 SCALE: 1 /4"=1' - 0' SIHEET D 3 File COPY *NOTE: NAIL 5HEATHING TO ALL 2X A5 PER EXT. SHEATHING NAILING, ad 4" O. X i=DCxES 4 6"-8' O.C. MAX IN THE FIELD 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE SECURE 2x6 MIN. TO BLK W/ (2) 'XB' A -BOLTS 4' EMBEDMENT MIN. A W/ 2'X2'XYe WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN_ (3) 12d NAILS OR GARAGE DOOR H IN JOINTS PRIOR TO FILLNG 4) 10d GUN NAILS DBL. TOP TE ❑ 2x4 COLLAR TIE OTHER DBL. TO ATE 2X4 16'O.C.. R W/ 2X4 16` O. X. SECURE 2X4 T ® OO MIN. (3) 12d N WOOD W/2-12d ® 6'-8' MIN. (4) 10d GUN NA O.C. STAGGERED m 2x RAFTERS SECURE 2x4 W/ 2-1/4' SECURE 2x4 W/ 2 aft TAPCONS OR DRIVE PIN Ix8 NAILER SECURE TO TRU55ES TAPCONB OR DRIVE PIN (MIN_ SHANK SIZE MIN. (MIN. SHANK SIZE _145 MIN. pp pp BELOW W/ .145 HEAD SIZE 300 MIN. HEAD SIZE .300 SECURE 2x4 ON (2) 12d NAILS OR EMBEDMENT I Ya' W/IN EMBEDMENT 1 Y4' /IN e' FLAT TO BLK (3) 10d GUN NAILS 0 EA. TRU55 EA END Not t0 ExCE BT. PLAT EA. END NOT 18 END WA� SIDES: W/ CUT NAILS. 15, 2X6 GARAGE POOR BUCK W/ (5) RAFTER TO TRUSS MT5-12 T. PLATE Ya'XS' A -BOLTS 4" EMBEDMENT MIN. CREATE VOID FOR STRAP 2X4 50L BLOCKING W/ 2"X2'Xye WASHER AND NUT PENETRATION SECURE SHEATHING GDx SPACED EVENLY FROM FLOOR TO ROOF DECKING 2 BLOC 1/2, CDx WITH MIN. 2-12d PER BLK. GARAGE DOOR HDR. IN JOINTS PRE-E S SE E T SHE G EA. E PRIOR TO FILLING. WITH M 2-12d BLK, 1-2X6 PT BLOCK v CENTER OF - NG. TRUSS A. END EXTERIOR ARCHWA WITH WINDOW ��1EXTERIOR ARCHWAY F SCALE= I/2'•I'-0' o DOOR HEADER W/lUYa'XB" J-BOLTS 4" EMBEDMENT W/ 2'X2'X'e' WASHER EC TION CONV. FRAMED ROOF -24 RAFTER TO BLK'G AND NUT. \ T SCALE: I/2'=1'-0' 1 SCALE: 12°=I'-0` BETWEEN TRUSSES L4ALL NOTES:° — ANCHOR5ACCORDANCE • 2X ECU 0 MANUFACTURER'5 INSTALLATION INSTRUCTIONS WHERE GARAGE DOOR lye%�4M 0!2' �-s w��1 —ii� `..,:♦�f .�. "O.rii��,, ;yi„• y',.I�i.i.,lu♦..i �/// ,,/ / wit - �1, i�►w iii' ♦ �arii2x4 BLOCKING 30 EA ' a ER H2.5 EA ' RAFTER 2x4 RAFTER s 24' O.C. 2x4 FRAMING (TYP) 5 CLOSED VALLEY FLASHING DETAIL 6 FRAMED OVERHANG N.T.S. 2X4 DBL. 5P4632' O.C. MAX —2X4 DBL. 2X4 TOP PLATE I/2' CLG. BOARD TOP PLATE T P a 50T7 TOP PL PRRPRE-FAE PRE- AB I2' BOARD THE 2' CLG. BOARD TRUSS P AB I/2' CLG. BOARD 1/2' D ALL GOAT. M O 2x4 WOOD TRACKS, d .{1 STUDS 916' BOTTOM \y"J O.C., U.O.N. 1/2, DRYWALL 1/2' DRYWALL 2X4 CONT. 2X4 WOOD r. STRESS STUDS e16' SS OCKNG O.C,U.ON. LOCKING 2x4 WOOD CHANNEL SNAP MID-WAILL MID -WALL SECURE BT. PLATE STUDS m24' STUDS 24' O / TO SLAB W/ 106 O.G. LAYER �� /2 SECURE BT. 2'X9' TYPE�PS�M PLATE TO SLAB 1/2' DRYWALL 32' �' MASONRY NAIL e W }��IRRI'�� W/ 106 MA32, O.C. MAX MASONRY E T ATT D TO EA NAIL 1P 32. O.G. 2X4 PT SID n 12' O.C. MAX SEE FOUND PLATE CONC_SLAB FOR DETA GONG. SLAB CONC.SLAB ONC. SLAB SEE FOUNDATION FOR DETAILS SP4a O.C. MAX ST FLOOR 1ST FLOOR 1ST FLOOR 1ST FLOOR TYP. INT. WALL INT. BEARING WALL INT. BEARING W TYP. INT. WALL METAL STUDS (NO UPLIFT) R (W/ UPLIFT) (NON-BRG.) p NON-BRG. SCALE- i/2'=1'-0' v SCALE: 1/2'=1'-0' SCALE: I/2'=1'-0" UC III 1 I III�I • ,I.I�I■ II �� • RWINIFr •-.01 110 - li�y �il - 101111 �;s ) — _ $-ENG TRUSSES W/ TRUSS p •K " 11�5 UPLIFT CTOR VERIFY W/ 6IMP50M HT51120 MING PLAN W/10 Imd TO TRUSS BILE TOP PLATE AND (4) 1/4' x 2 1/4' TAPCONS TO CONT LE STUDS is16' O.C. POURED LINTEL SON LSTA-12 a EA. JACK " 1300 UPLIFT BOTH SIDES OF (2) SIMPSOM HT51 120 . KING. INSTALLED ON OPPOSITE FACES OF BLOCK WALL TUPS m 16' O.G. MAX W/ W/10 10d TO TRUSS ATHING. SHEATHING TO BE AND (4)1/4' x 2 1/4' IN �' OF WINDOW/ DOOR TAPGOINS TO CONT NING AND SECURE PER POURED LINTEL ING SCHEDULE STUDS (SEE HEADER N CHART FOR DETAILS PRE-ENG TRU65 SPECIFICATION) K5 (SEE HEADER SPAN CONTINUOUS RT FOR DETAILS AND BOND BEAM CIFICATION) STUD ASSEMBLY TO BE URED ONE PLY * A TIME. 12d NAILS, TWO WITHIN 6' M EACH END a NO MORE N 12' O_C. STAGGERED 1/2'x9' A.S. MIN. I' TAP CONS EMBEDMENMT 8" FROM EACH MIN. 2' COvER TYP. INTERIOR END a 32' O.C. MAX. 21 APART 11 DOOR OPENING WD FRAT SP4 OR H8 w TOP AND SCALE: I/2'=r-m' BOTTOM PLATES ® EA. FULL TRUSS ANCHOR LENGTH STUD, BOTH SIDES OF OPENING, RETROFIT N.T.S. LINE OF SLAB 05 REBAR VERT. IN CORNER BEAD SOLID GROUTED CELL SEALANT a S/8' THICK, 3 COAT BACKER ROD CEMENT PLASTER a, CMU SEE APPLIED STRUCTURAL FOR DIRECTLY TO REINFORCEMENT MASONRY 2xb P.T. U1D ATTACHED TO FILL CELL AS PER SU13DIV. de LOT: PRODUCT SPPROVAL REQ. FROM OUNTMIAMI-DADE C RE E KS ID E UEAtHER STRIP ((''�� MOULDING ALL LOT # 9 AROUND !BY GALv. STL'EL DOOR MANUFJ TRACK BRACKETS PROJECT# FASTENED TO 0 4 3 21.0 0 0 WOOD JAMB G GALV. ST££L 3/16'xl I/4' LAG OVERHEAD DOOR SCREWS VERTICAL TRACK 1' MIN. BY OTHERS MODEL: BY MAUF. SLIDE FASTENED TO 4 ROOM E J B TRACK BRACKETS 5CALEE 3/4"=1'-ID" W/1/4'-20x1/2' GARAGE DOOR JAMBS CARRIAGE BOLTS 13 SCALE: I/Z`=1'-m" 2807- ELLS" TRUSS TO WOOD FRAMING AND LOCK NUTS. GARAGE SWING: SIMP50N MT6-12 PRE-ENG TRUSSES W/ TRUSS LEFT PRE-ENG TRUS5 FRAMING PRAVERIFY W/ PAGE: DOUBLE TOP PL PRE-ENG. TRUSS -ENG TRU55EB OR 2x CONTINOUS S 56 DBL. 2X TOP PLATE Y DOUBLE TOP PLATE VV FRAMEp RAFTERS SP40321 AX BLOCKING MID LL 1/161 O$,B, CRIPPLE STUDS 4 16" O.C. 2x STUDS ® 1 C. MAX, OR l/16' ZIP SHEATHING ° 1 MAX PRE -EN ERE r1> U.O.N. SYSTEM (INSTALLED PER HEADER SIZE PER 61MPSON L6TA-12 9 EA. JACK SS misc. C. MANUF. SPECS.) SPAN CHART. STUD, BOTH SIDES OF DETAILS " T < G S LOOR GLUED 2X BLOCKING m OPENING. MT6-12 FASNE CHEDULE 1/2' COX AND SC D A$ PER TOP OF 2x STUDS m I&' O.G. MAX W/ T 1ST F TUDS TO 5HEATHING. SHEATHING TO BE 160 MPH EXP. C 2X STUDS 16' O.G. MAX. 2ND R 7UD5 DOOR/ WITHIN ;' OF WINDOW/ POOR 61 A-3(2 w 32' 2X BTM, PLATE WINDOW OPENING AND SECURE PER 2x L. 3/4' FLOOR DECKING 9 OPENING NAILING SCHEDULE O PLATE MSTA-36 32' O.G. m KING STUDS (SEE HEADER 1/lea" OS.S. MAX SPAN CHART FOR DETAILS PRE- ENGINEERED AND SPECIFICATION) FLOOR GIRDER 2 X4 STUDS 16' O.0 PRE-ENG FLOOR TRUSS JACKS (SEE HEADER SPAN O.S OR B DOUBLE TOP PLATE PRE- ENGINEERED CHART FOR DETAILS AND c PLY. ATTACHE FLOOR TRUSS SPECIFICATION) PER FAST ER SGHED PL 7116° OS6. 2x CONTINOUS STRESS JACK STUD ASSEMBLY TO BE ON SHEE 2 LOCKING O G MID WALL I CONTINUOUS SHEATHING TO BEGIN AT TOP OF ELK. OR T/16' ZIP SHEATH STUDS ® 16' O.G. MAX, W/ 1/4' GAP FROM BLK. TO O.S.B. SECURED ONE PLY B A TIME. SYSTEM (INSTALLE R TEXT, FINISH U5E led NAILS, TWO WITHIN W MANUR SPECS.) FROM EACH END a NO MORE 1 YP..L. BD. 2 HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT 2x4 BLOGKI NDER THAN 12' O.G. STAGGERED PERIMETER OF 0.5.8. TO PROVIDE CONT. NAIL PATTERN IJ� WALL ST SCURE E74-16 SE BT, PLATE To PRE -ENG INE D SP4 OR H5 � TOP AND BETWEEN TRJ BAYS ./ 6P4032' O.G. MA SLAB 4'x9' ANCHOR 153 REMAINING AREA TO BE SHEATHED FROM DEL. TOP BOTTOM PLATES o EA. FULL (3) 12 AGH END TR MU WALL BOLT WASHER SET IN PLATE TO HORIZONTAL BLOCKING. LENGTH STUD, BOTH SIDES 2x DOU TOP PLATE SIMPSO GH STRENGTH ® EPDXY "1 BED. MIN. � WO SHEATHING TOP OF OD FRAMED WALL TO BE OF OPENING. ° STAGGERED MIN. OF 16' FROM SHEET BELOW SHEATHING TO LAP TO DS w 16' O.C. • • r SIMPSON 5 � BOTTOM OF PRE-ENG'D -12 a EVER STUD 32' O.C. MAX La.Q INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TRUSS BELOW.. SHEATHING TO 5TUD5 MUST NOT BREAK 1'-4" MIN. 2X4 BT. PLATE INT. 2—STORY L. W. FROM 2ND FLR. LINE. EE WALL DETAIL t� ENTR 9 EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 16 SCALP:=1'-m' SCALE:I2'=1'-m' 4 SCALE:1/2'=1'-0' 14 DOOR OPENING WD FRAMED ATTACHMENT SCALE: I/2"=I'-0' 15 SCALE: to"=r-O CONTROL DATE: 07/01/15 A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W a 0 W 4 h a U W A ti A 2 ti �'-tD' OPENING z a ° PRECAST LINTEL ° . 4 qA IL ° 5ECURE TO MING, D MIN 1 1/2 SS THAN a a a 4 1 1 WINDO ST B 5E D L G o d a a cc E 2x T LOCK W/ (2) a " TAPCON5 DRIVE PIN N SHANK 517E ) a k EMBED. 1 4") WITHIN 8' OF EACH AND 15' O.G. MAX SPACING. ® 4 CMU WA 1 a 4 a a d 4 ° g ARCH WINDOW FRAME r7 ARCHITECT STATE OF FLORIDA G DATE. 11 / 10 / 17 SCALE: 1 /4"=1' — 0" File Copy ng Permit # Owners Warne Applicant Opening Product benign Product Rated Manufacturer Model Product Approval Glass Type Method of Attachment pressure Design Pressure Number 1/41" concrete screw 6" edge distance C head,. 4"edge distance @lamb, 4" each side of transom centerline to Wing door {+36} J 4-411 {+67} / €_67j. Therma-Tru Smooth Star 1=L204E1.17 N/A bucking. Fastener spacing ? 15"° o/c max, head and lamb. Min. embedment of all anchors to be 1 1/4" Type 1: 3/16" or 1j4" ELCQ Ultracon anchor 6°` max.. from corners, 11 3/4'° o/c at lamb,l6" @ head. 1 1/4°° embedment. Type !I: 3/16°' or 1/4°' ITUV concrete tapcon anchor. 6°' max. from corners, 7 1/4" o/ at lamb, 10 1/4"" head. 1 1/4" iH Window {+38} / (-48) (.+5C#) / (-5t3) Ply hem Ply Gem 15€fl} EL161U3.1-R9 Non A RCN IT E C T S 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J w w Q U w 0 ti U A a SUBDIV. 8c LOT: CREEKSIDE LOT #9 priaaECT# 04321.000 MODEL• 4EJB "2807—ELLS" GFAFiAG}E LEFT PAGE: PRODUCT APPROVALS 160 MPH EXP. C 11 10 1 7 DATE - SCALE: 1 /4"=1' — 0" SHEET File COPY NOTE: NOTE: NOTE: IF ZIP SHEATHING 5'1'5TF=M 15 APPROVED BUILDING WRAP IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4" SELF -ADHERING MEMBRANE 6 ` 6" e VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE MANUFACTURERS MANUFACTURERS s v ENDS) ; 6' a HORIZONTAL LAPS. WRAP MATERIAL) OVER � INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE / I" OR LESS PIPE Wx6' SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT THICK, 3 COAT CEMENT I PENETRATION I I FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' FLANGE OF CONTROL JOINTS TO / PLASTER SELF-ADHERNG MEMBRANE BE WIRED TIED TO LATH a 9' URB LAYER 02, FORTIF15ER / \ * I FLASHING OVER APPROVED O.G. MAX (VERT.). NOTE: DO BUILDING PAPER I' MIN. LAP + MEtAL LATH HOUSE UJRAP. NOT FASTEN CONTROL JOINT TO / , '^�.1 I FLASHING t0 EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH V LEG MAY BE USED TO TEMP. FASTENED @7 (VERT.) O.C. MAX X X X I SECURE CONTROL. JOINT AT SUPPORTS X X X I — DURING INSTALLATION CUT AND OVERLAP ONE SIDE OF URB LAYER MI, METAL LATH SELF -ADHERING MEMBRANE FASTENERS TO BE SPACED STUCCO WRAP FLASHING GUT AND OVERLAP ONE SIDE or SELF -ADHERING MEMBRANE m I' O.G. MAX VERTICALLY SELF -ADHERING *1 STEP �'2 FLASHING WOOD SHEATHING OR,/16' ZIP SHEATHING WRB LAYER 01, �" THICK, 3 COAT CEMENT01, I 5Y5TEM INSTALLED PER STUCCO WRAP I PLASTER -STUCCO LAYER P MAN—! S ECSJ METAL LATH STUCCO WRAP .: F ti . .� � x t : r 6' MIN PAPER LAP BELOW ONLr / U1RB LAYER 02, FORT FIBER WRB LAYER "2, FORTIFIBER I WRB LAYER 02, FORTIFI15ER BUILDING PAPER BUILDING PAPER BUILDING PAPER METAL LATH \ / WRB LAYER 01, 6"x6' SELF -ADHERING MEMBRANE STUCCO WRAP FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE \ GFLASHING OVER APPROVED APTO MN. INSTALL FASTENERS (CLIPS, LATH SHALL NOT WOOD SHEATHING TTHOUSE WRAP m' To a' To a' OR 1/I6' ZIP SHEATHING REQU REDO SECURE BE CONTINUOUS MIN. v' MIN. ,{ SYSTEM (INSTALLED PER PIPE/ WIRE 70 FRAMING ---- THROUGH CONTROL \ /// M UF. SPECS) 4'x4' SELF -ADHERING MEMBRANE FLASHING TO EXTEND ONTO PIPE JOINTS BUT SHALL BE STOPPED AND FLASHING OVER APPROVED HOUSE WRAP. TIED AT EACH SIDE. PROVIDE 2X4 BLOCKING r MIN LATH FLASHING TO EXTENdNto PIPE PER ASTM GI063 PLACED FLAT MAX. to'' TO 8' LA L LAP OVER D 7.10.1.4 FROM CONTROL JOINT WHEN �. CONTROL JOINT FALLS ON APER LAP 3./a' CONT, BEAD OF SEALANT NOTE:\ STRUCTURAL STUD SCALE: 1!2'=I'-0' 1. FASTENERS FOR LATH TO BE NAILS OR INSTALL APPROVED HOUSEUJRAP AIR I - Tf STAPLES IN COMPLIANCE WJ/ ASTM CI063 INFILTRATION BARRIER OVER 2. WIRE TIES TO BE (NO. 18) 0.0415" WIRE l r SHEATHING ELA5TOMERIC COATING OVER STUCCO/ C.Y. FINISH (SEE TYP WALL SECTION) 3. BLOCKING SHOWN MAY BE IN ADDITION \ TO WALL STUDS REQUIRED PER PLAN / VERTICAL LATH MM & PAPER DETAIL WOOD STUDS z7 SECTION PER SECTION R703.7 Exterior lathing and plastering NOTE, SHEATHING Exterior use of Portland cement plaster SIDE LAPS OF METAL OR -1/16' ZIP SHEATHING SYSTEM shall comply with the application PLASTER BASES SHALL ( INSTALLED PER MANUF. 5PEG5.7 requirements of ASTM C 926-12A BE SECURED TO BUILDING NOTE: „ „ FRAMING MEMBERS. PAPER ��MIN. IF ZIP SHEATHING SYSTEM IS Installation of exterior lathing and framing 1 M TYPE CONTROL JOINT THEY SHALL BE TIED INSTALLED, PLEASE SEE shall comply Wth ASTM C 1063-12A. BETWEEN SUPPORTS MANUFACTURERS WITH 0,04'15-IN. (121-MM) STUCCO WLAP+LATH WIRE At INTERVALS NOT VLAP+PAPER INSTALLATION PROCEDURES MORE THAN 9' (229-M'1). ///,���``��� AS PER ASTM C1063 {��\ (/ {$�� /n, �� It ( �I l I. FOLD INWARD • PT. A O I. FOLD INWARD • PT. A ,,II-- I.B.I. F 1 F F NET A T I O Y DETAIL \ F I \ A I I E �/ ® 2. CREASE • PT. 15 4 K I C K O U T NOTE: 374 FOLD FOR REPAIR OF TEARS ® IN WRB LAYERS, TEARS HORIZONTAL LATH DETAIL MAY BE PATCHED & PAPER DETAIL W/HOU$E WRAP TAPE PER MANUF. SPEC. OR FOLD PEEL a STICK 04 ZIP SHEATHING SYSTEM ( INSTALLED PER IM'ANUF. G5P1EG5.)OR I rOLD INWARD+ ® I. FOLD INWARD • PT. A WOOD 5H;::: ATH INr_:; OR GMU l�eJ�1 PT. A 2. GREASE • PT. B XWR5 LAYER "1, 2. CREASE Pr. B ' 3. GREASE • Pr. C STUCCO WRAP (FRAME ONLY) 3. GREASE • PT. C err•:` 4. FOLD PT. C OVER PT. B TILL PT. G TOUCHES BOTTOM FLANGE l+' I' THICK, 3 COAT CEMENT ® PLASTER (FRAME), 1/2" 2 GOAT y T CEMENT PLASTER (GMU)lick L E METAL LATH (FRAME ONLY) ©FCX_D © LAP WRB 8 TAPE OVER DIRAINAGE FLANE (WfR5 WATERTIGHT ROOF/WALL SCREED #1/ STUCCO UARAF) + „ BOTTOM FLANGE NOTE: SEAL. FOLD, 22 IF ZIP SHEATHING SYSTEM IS N21cur. INSTALLED, PLEASE SEE d' THICK, 3 COAT CEMENT ? 5"X5" "L" TYPE CONTINUOUS ...... MANUFACTURERS CEMENT PLASTER (FRA ECM41 2 GOAT GALV. METAL FLASHING �`� EfR 2 (�01�T I I E z (NAIL TO ROOF DECK, NOT 5U I LD INC; F,4FE I�) INSTALLATION PROCEDURES WRB LAYER "'2. FORTIFIBER LLl BUILDING PAPER (FRAIIE ONLY) WALL SHEATHING) WRB LAYER ml, CAP SHINGLE - DO NOT NAIL, i IETAL LATH X X X X STUCCO WRAP(PRAME ONLY) LAP LAYERS OF BUILDING WRAP INSTALL WITH ROOF CEMENT d�R NAIL ING FLANGE, STOP • SHIINNGLE5 (FRAPIE G J.) STUCCO °- + MAME OR CM e EXTERIOR \ r ��//� �TT7 120CF/WALL SCREED ROOF CEMENT •• 9x5WLL AF.-A.&4NG \ ROOF PER ELEVATIONS WOWOOF,)&HEATHING E7 //i;�////� Qo OR 7/6 ZIP 61--1EATHING &Y&TEMI Z= =KJII K-OUTFLASHING(SF-E �� (INSTALLED PER iMANUE. SPECS.) SELF-ADHESIVE FL?4S�IIN -- - -- F�.IP 6HEATHING SYSTEM 15 NOTE. INSTALLED, PLEASE SEE MANUFACTURERS METAL LATH. LATH TO 5E tFE SECTION FELT Uhd7ERLAYMENT ,aq � WATERTIGHT NOT CUT �2 INSTALLATION PROCEDURES � 0�.'�,1 �T CS — B T — O�J I I IN. A . L �, .,� SOLDER, W Not GUT( �Yr�o- �® NOTE;. INSTALL. KICKCUT SHINGLE RODFMG g� t1t0 Flt ALLLIINTE; AT ONS OF ROOF , FE F, 5 O. �' A � D (U T I L I T 'lr O � N Ot` I I N A L DRIPEDGEOVERLAPLL L,4TH DOES NOT 1"IEET SPEOIFICATIONS) EXTEND 10' BELOW SHEATHING, MECHANICALLY FASCIA WRAP FASTEN 4' O.C. M9 05J J L" F L A S H I N N.T.S. A R C N 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 E W W C) 0 W ti (v U W A Ew. A 2 SUBDIV, 8c LOT: CREEKSIDE LOT #9 PROJECT# 04321.000 MODEL,• 4EJB "2807-ELLE" GARAGE SWINGE: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE: 11 /10 /17 SCALE: 1/4"-1 $— 0" SHEET V V AI File. C®pY A R C H I T E C T S NOTE` INSTALL h" SELF -ADHERING IF ZIP SHEATHING SYSTEM 15 MEMBRANE FLASHING OVER STUCCO IN5TAL1_ED, PLF-ASE SEE TOP, 51PE(5) AND BOTTOM �INI�I-i MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 6" SELF ESIVE -N WOOD CONSTRUCTION SEQUE CE OF FLASHING 70 8E: OVER IDES 7/16' ZIP SHEATHING SYSTEM l/16" ZIP SHEATHING SYSTEM 1_ BOTtQM. 2. SIDES. 3. 7OP �" (INSTALLED PER MANUF. SPECS.) OR (INSTALLED PER MANUF. SPECS.) OR WOOD 5HEATHING F' WOOD SHEATHING I VENT GAP 15 TO BE SET IN BED 5 r ? 'v WRB LAYER *I, OF SEALANT AT TOP AND A H N WRB LAYER *1, STUCCO WRAP X SIDES ONLY, SEALANT 15 TO BE TOOLED SO A5 TO DEFLECT IT STUCCO WRAP WRB LAYER *2, FDRTIFIBER WATER AWAY FROM JOINTS. BUILDING PAPER ' REMANUF. DRYER E-Z BEAD ALL AROUND VENT CAP (SET IN . 1 VENT -APPLY SEALANT ALL G"- WRB LAYER '2, FORTIFIBER f METAL LATH GONT. SEALANT) WOOD i 1/8" TEXTURED i x JOINTS AND INTERSECTIONS SUILDING PAPER CONSTRUCTION "� —FMISH WOOD 1 APPLY SEALANT AT PERIMETER OF BACKi=R ROD NON -MOVABLE FRAME AND STUCCO R FASTEN TO WOOD STRUCTURAL MEMBER IN l" O.C. MAX ON ALL SIDES, Yd" CAULKING JOINT LANT e' GMU ALL AROUND �` g" THICK, 3 GOAT CEMENT TO SIDES PER SECTION R703.7 PLASTER WE $ TOMID-WALL WE - EP SCRREEDEED r I I F�cterior lathing and plastering ^ z BACKER ROD I Exterior use of portland cement plaster R�T�+R VE 1V T B �� C 1/a" TO la" MID-W,4LL shall comply with the application lL- 1N I WEEP gCREED requirements of ASTM C 926-12A. • o X m, ' � I 6' WIDE STRIP SELF AN Installation of exterior lathing and framing = MASONRY BEFORE APPLYING TE . X` shall comply with ASTM C 1063-12A. SELF-ADHESIVE f_. XTURED FLASHING FINISH 6 MMA50NRY WRB LAYER 01, i', I STUCCO WRAP ;1 x BUILDING PAPER 1.,,, HOODED VENT WOOD FRAMED OVER QUICK _ — — WALL HORIZONTAL WEEP SCREED J' THICK, 3 OAT CEMENT PLASTER — - j (FRAME TO BLOCK) METAL LATH — — A HORIZONTAL WEEP SCREED PIPE THROUGH / �i ]FRAME TO FRAME NOTE: WRB LAYER *2, FORTIFIBER WALL BUILDING PAPER NOTE: IF ZIP SHEATHING SYSTEM IB WOOD SHEATHING \ IF ZIP 5HIEATI-41NG SYSTEM 15 INSTALLED, INSTALLED, PLEASE SEE DRYER VENT (FRAME) PLEASE SEE MANUFACTURERS MANUFACTURERS INSTALLATION PROCEDURES INSTALLATION PROCEDURES 6" SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) all OR 1/I6' ZIP 5HE THING 5Y57EM BUILDING PAPER (INSTALLED PER r•1ANUF. 8PEC5.) WOOD 5HEATHING UNDER 'QUICK FLASH' WRB LAYER *1, RB LAYER *1, NOTE` CUT OPENING IN STUCCO WRAP al STUCCO WRAP IF ZIP SHEATHING SYSTEM IS APPROVED HOUSEWRAP 4777 WRB LAYER *1, F IFIBER INSTALLED, PLEASE SEE FOR BOX INSTALLATION w BUILDING PAP MANUFACTURERS ,SOD a INSTALLATION PROCEDURES CONSTUCTION .r CUT "X" INTO Z VENT PENETRATION U1RB LAYER *1, SEM5RAN)=RING 7 META HCA STUCCO WRAP MEMBRANE FLASHING e SCALE: N.T.S. 8" C k := v A51 D APPLY SELF -ADHERING 7 MEMBRANE FLASHING " AISE AND 1 WOOD SHEATHING OvER Box AND OVER /—O APPROVED WRB LAYER Ya" I WALL / 1 d EEP 5GR ED-- * 6 WIDE STRIP SELF ADHEBIvE FLASHING, CLEAN MASONRY BEFORE APPLYING APPROVED FLASHING HOUSEWRAP WRB LAYER 01, BELOW STUCCO WRAP ELEG. METER FIELD 1 VERIFY LOCATIONELEC. METER FIELD STONE EEl CUT SUCH THAT APPLY bO MIN SELF -ADHERING OVER TCH COAT VERIFY LOCATION NO MEMBRANE � GRADE "D' FELT MEMBRANE FLASHING ENTERS BOX, OVER RING APPLY STUCCO 5CRATCH COAT APPLY TO FACE FLASHING OVER EDGE FLASHING, OVER ORIZONTAL WEEP SCRAND ONE (1) LAYER OF PAINT ROVED U5 P � W�STONE VENEER PRIOR TO INSTALLING ELEC. ' METER WRB LAYER *2, FORTIFIPER ( FRAME TO BLOCK) CAVITY TO BE FILLED ���� � BUILDING PAPER WITH RIGID POLYMERIC 6T E f= I50GYANOTE-POLYBLEND FOAM LEGEND ("GREAT STUFF" OR SIMILAR) APPLY A 51LIGON COATING C OATTINGING O AE OVER DRAINAGE PLANE (WR5 BASE SEALANT AT POINT STUCCO/ C.V. FINISH LAYER #1, STUCCO WRAP) THAT ELEC. UJIRE PENETRATE5 APPLY E-Z BEAD (SEE TYPICAL WALL °•°•O.O SECTION) OVER SO MIN ° °. UUR5 LAYER #2 (FORTIF15ER - - - - - •' GRADE D ° °. ° 0 AREA TO RECEIVE FELT -PROVIDE METAL LATH BUILDING PAPER) STUCCO SCRATCH COAT SEALANT AT ALL METAL LATH X---X—X—X 4 1 COAT OF PAINT W/BACK- RSECTONS C° .,.,.° ROLL PRIOR TO ° • ° ° ° STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD 5HFATI-IINCx METER GAN OR METER CAN OR '1/1! " ZIP SHEATHING SYSTEM COMBO OR METER CAN AND (INSTALLED PER MANUF. SPECS.) DISCONNECT 5TEF #5 eTEF SELF-ADH€STYE FLASHING — — — — — NOTE: ELECTRICAL RECEPTACLE t�IETAL LATH: LATH TO BE PER SECTION ELECTRICAL CONDUIT R703.7.1 / A5T1l C-84i-,a9 1'11N. 2,5 L85. PENETRATION PER 50. YARD (UTILITY OR NO1" ANAL LATH DO€5 NOT MEET 5FEGIF1C<ATION5) Design Grou p in�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w a W 0 ti a U w A A 2 SUDDIV. ae LOT: CREEKSIDE LOT #9 PROJECT# 04321.000 MODEL.• 4EJB 2807- ELLE" GARAGE SWING: LEFT PANE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE: 11 /10 /17 SCALE: 1 /4" =1' — 0" SHEET WA2 File ��py EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WEATHER RE515TIVE WRB LAYER 01, STUCCO WRAP -FLOOR DECKING I BARRIER *1 WRB LAYER *2, FORTIFIBER FINISH LAYER (2 LAYER 3' X 3" 26 G ALV. WEATHER RESISTIVE WOOD BUILDING PAPER PR GV TRUSS METAL DRIP GE j BARRIER *2 GONSTRUCTI EEL 4 STICKJ SET IN FUL ED OF _ ;:__ lS.A.F. 8' THICK, 3 COAT CEMENT WEATHER 5ISTIVE SEALANT MIN. ` 6' SAP 3/4" HAT CHANNEL ' PLASTER B IER *I PEEL 4 r' SPACE M DRIP I.., PEEL 4 571GK W/5/e" TYPE "X' DR L 5 K DRIP FACE TREX ' 6' S.A.F. P F W GREED WEATHER RE IVE ED TO I X2'x3" 'L' FLASHING TO 5 T ING H EEP SCREED BARRI n ' /� DEC FULLY EMBEDDED THICK, 3 GOAT GEM J ' IN ROOF CEMENT a 05I V PLASTER V RIE5 •• 1 X 3" 2(o GA. GALV. WOOD SHEATHING W ppSAP FOR METAL LATH i ! Y D 4 SEALANT BACKER METAL IN FULL BED WRB LAYER *I, I VX1 3/4" P. R 51MULATED y4" GAP FOR BACKER STUCCO WRAP \ WOOD SHEATHING ROD 4 SEALANT SPACE FROM " MIN. WOOD (TEE FILLER, a` VINYL CASING BEAD SPACE FROM DRIP ' THICK, 3 COAT CEMENT CONTINUOUS FACE TO TREX WEATHER RESISTIVE PLASTER _ 6' SELF-ADHEREING WATER PROOFI 15t `\ — WEA R 515TIVEVINYL CASING BEAD ;' BARRIER *1 AM6Ca-WFWC-�80 CUSTO S( I %.rz FLASHING WRAPPED LAYER (2 LAYE EL` ,' RR R *1 TOP OF WEEP SCREED EXTERIOR GRADE �W RESISTIVE ' STICK) WRAPPED M DRY WALL `- -'- ACHE 515TIVE WATER PROOFING Ist ' ' -, �� RIE 2 TO SHEATHING BELOW BALCONY DECK T II-�� R *2 LAYER (2 LAYER PEEL ti— XT 10 COLUMN I' CANTILEVER ARIK)IR!M 4 STICK) �m ° N SHEATHING WRS LAYER *I, �" THICK, 3 COAT CEMENT / STUCCO WRAP 4" PEEP E DRAIN PLASTER 6" PEEL 4 STICK a VINYL CORNER BEAD DRIP EDGE: TO DECK EG MEMBRANE, 6 5.�4F. END OVER DRIP PEEL 4 IC . ' �� a 1'; i I•. =n — WRS LAYER *2, FORTIFIBER N AP IN FIELD VINYL CASING BEAD SUB FLOOR EDGE 1 r 1 X2"x3' 'L' FLASHING ' BUILDING PAPER (SHOWN FOR G IFIGATION OF ®® 3" X 3' 26 GA_ GALV. SUB FLOOR FULLY EMBEDDED IN I 1�, ---------- ----- SEPARATE A 55CRIE5 ONLY) ROOF CEMENT . I '�, META1- DRIP EDGE ®� - --------------------- ---------- ---- - IN FULL BED OF ,SET 6' SELF-ADHEREING I Y"XI/a" T. R SI A 'SEAL,ANT,�" MIN. --- X 3DRIP EDGE LV I Ya' FLASHING WRAPPED WO (REX) ILL R, SPACE FROM DRIP METAL WRB LAYER *I, / CORNER OF CANTILEVER FACE TO TREX 'X1 .T. O IMULA SET IN FULL BED OF STUCCO WRAP ` CON N US SEALANT, Xi" MIN. I I 51TIVE DRAIN VINYL CASING BEAD OD CTRE ILLER, SPACE FROM DRIP AMIGO AM66-WFWC-l80 2 W E GREED " FOR BACK I� ' ONTIN IOU _ CUSTOM CASING BE D 4 SEALANT I' ' WA l2 LPROOFER PEEL 4 ""FACE C, TREX ING let Y4' GAP F SEALANT ' ` - VINYL CASING BEAD FI SH LAYER ( AYER I OPT. B ER ROD. '------ PEEL 4 STICK) TIGKJ WRAPPED FROM MODI 90 WATER PROOFING let ��T� 3/4 RESILIEN LCONY DECK TO LAYER (2 LAYER PEEL 4 NO GA I 0 L�JI�I JL 1 JLJ 4/ is 1 HAT CHANN i TILEVER 3/4 SILIENT '? STICK) WRAPPED FROM (SHOWN CLARIFICATION OF NOTE: + VINYL CAS1N A I ' ` ®' GK, 3 GOAL CEMENT H. HANNEL BALCONY PECK TO SEPA E ACGE550RIE5 ONLY) IF ZIP SI-iFATHING SY S E elf E PL ER VIN CASING A i CANTILEVER META ATH ' " THICK, 3 COAT CEMENT CASING BEAD fNSTALLED, PLEASE SE WOOD ATHING A57ER DTL. ® CANT. MANUFACTURERS 5/8" TYPE "X" RYWALL 1 fNSTALLATION PROCEDUR W/TEXTURE PAINTED 1'' WEATWE ESfSTIVE 5/8° PE 'X' DRYWALL M L LATH JI �Y FINISH BARRIER W/ TURED 4 PAINTED SCALE: 1 I/2'=1'-,a" — WEATHER I5TIVE SH WO SHEATHING 7, BARRIER *2 „ $ THICK GOAT CEMENT 4' POSITIv IN 4 O vE DRAIN W�B NYTHICK, 3 GOAT CEMEN7 vALRNER BT EAD WEEP SCREED PLASTER S WED D�4INCEL �NE NOTE: LA�E�� �TU��O ��� VINYL CORNER BEAD (O OWN FORGAP IN ICL FICATION OF p� I LATH �y g� fw VIN GASIN A NO GAP IN FIELD IET,4L LATH. LATH Tom/ 5 I E SECTION (5HOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE AGGE RIPS ONLY 2.5 LE35. Ul L,4I #2 (F-OfRTIF15EF — • — — — — SEPARATE ACCESSORIES ONLY) 5UILDINC°� i�4�Ei�� BALCONY DRIP BALCONY DRIP FED &0- Nr,4�I) (UTILIT'' OiR NOi IINAL �A EDGE INSTALLATION �1C EDGE INSTALLATION C� COL N LAT�4 POES NOT 1'�'IEET &fECIFIG,4TIONS) 1IETAL LATH x x x x (W/"L" FLASHING) SCALE: NTS NOTE: S UGTION &T UCGO WOOD 5HEATHING NOTE: WOOD IF ZIP 5HEAt ING SY tE IS OR l/1W ZIP SNEATWi * 5Y5TEM IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE E (INSTALLED PER MANUR SPEGSJ MANALLED, RS TH R 15TIVE INSTALLED, PLEASE SEE MA TIO PROLE RE5 UJ®O� ENE aTN INS 2x FRAI" IING MEIIIII R WRB LAYER *1, = ai MANUFACTURERS +� STUCCO WRAP INSTALLATION PROCEDURES INB3/4 RESILIENT HER RI 7 THICK, 3 COAT CEMENT �.� WOOD SHEATHING HAT CHANNEL BARRIER *2 i PLASTER WRBLAYER *2,FORTIFIBER YL CASING BEAD 3 GOAT CEMENT 2 1/2 BUILDING PAPERS I WRB LAYER , t: T CORNER BEAD , P ER LATH I FASTENED TO SHEATHING I� A I STUCCO WRAP ETAL 5/8' TYPE 'X" ALL i' a METAL LATH W/TEXTU P WOOD SHEATHING = 1 OR 'l,lb` ZIP SI-EATF4frXa 575TEM ?!—) C (--'X . C f-+-7f �c x I I FfNI r>flTALLEnP MAN SPEcs., THICK, 3 COAT CEMENT I UJRB LATER *2, F0RT11=1BER HI A7 GEMEN ;' (2,) 2x12 HEADER PLASTER - i BUILDING PAPER I WRB LAYER #1, 6'SELF-ADHERING ! METAL LATH 4' POSITIVE DRAIN STUCCO UJRAP FLASHING , _ i VINYL CORNER tUP_EP SCREED �' THICK 3 COAT CEI IENT (EXPOD LED 8 WOOD SHEATHING 'VIEW FOR PLASTER VINY G A NO GA (SHOWN F ARIFICATION OF CLARITY) SEPARATE --- A 50RIE5 ONLY) METAL LATH DRIP CAP ;.=g DRIP EDGE '-1.. UJRB LAYER 112, 1=0RT11-15ER INSTALLATION BUILDING PAPER WINDOW FLANGE �T WRB L YER *I, NOTE: `C A C� � 1 � EI � B E An ( �I � AM E STUCCp WRAP IF ZIP SHEATHING 6S EM 15 t WOOP CON5TRUCITON INSTALLED, PLEAS 5 E c, 2 1/2" �� MANUFAGTU ERS WEATHER RESISTIVE INSTALLATION PROCIE URES BARRIER "I CORNER BEAD WRB LAYER *2, FORTIFIBER '- BUILDING PAPER° i ' WEATHER RESISTIVE (FASTENER 4 SPACING rt" O.C.) BARRIER *2 , METAL LATH 1' ; c vIN' CASING BEAD ' THICK, 3 GOAT CEMENT ' TI-Il 3 COAT CEMENT i PLASTER PLASTER 5/8" TYPE 'X" DRYWALL METAL LATH W/TEXTURED 4 PAINTED c, �T ��N �jU LJE �TLJ�NC� FINI5H '-- W(�N9/fb' �N�p%Hi=A1yY pa SYSTEM FLASHING " THICK, 3 COAT CEMENT t: `� HESA��R/B�AI'1ANLI�. sPEcs.� CMU Is . « Na" THICK, 3 GOAT CEMENT PLASTER � , DRIP CAP VINYL CORNER BEAD t.: VINYL GORE. 4' PLASTER APPLIED--- POSITIVE DRAIN WEEP SCREED DIRECTLY TO MASONRY WINDOWFLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE AGGES5ORIE5 ONLY) 14 CORNER BEAD � � �,Q C][� 15 B CAS ING BEAD C DTI 11EDRIP EDGE INSTALLATION (FLAME NO BAND A R C N I T E C T S Design Group ,„C. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W N U W 0 ti U W A A 2 SUDDIV. 8c LOT: CREEKSIDE LOT #9 PROJECT# 04321.000 MODEL• 4EJB 2807— ELLE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA r'. DATA 11/10/17 SCALE: 1/4"= V — 0" SHEET VV A3 File COPY NOTE: IF ZIP SHEATHING SYSTEM IS '- --------------------------------- -- INSTALLED, PLEASE SEE Yn' GAP TYP° THICK, 3 GOAT C Nt g THICK, 3 COAT CEMENT WOOD SHEATHING CA51NG BEAD P R PLASTER MANUFACTURERS TO TRIM T,AL ATH /' SEALANT METAL LATH INSTALLATION PROCEDURES IX TR EMBER WRB LAYER "I, 5TUCC R "2, FORTIFIBER STucca WRAP WOOD SNEATNINrz SIDING TRA ION U G PAPER I SIDING I ° WRf3 LAYER 02, FCRTIFIBER I +r_ T- oOD SHE.4THINCs BUILDING PAPER i - i a X. e •._. -- I WRB LAYER #1 WINDOW FRAME - ------ STUCCO WRAP -- WRB LAYER #2, FORTIFIBER METALLATH i z ? I ; .......................................................... i l ✓ BUILDING PAPER WRB L YE I, WRB LAYER 01, THICK, 3 COAT CEMENT" I i WRB LAYER #2, FORTIFIBER 5T C WR I i STUGGO WRAPPAPLASTER i ': i j BUILDING PAPER -Z BEAD VINYL CASING ' (W/%' FLEXIBLE PVC BACKER ROD) I CASING BEAD ---------......._..... .... "SELF -ADHERING' i METAL LATH - --- FLASHING 7" THICK., 3 COAT CEMENT FL HEREI VINYL ANGLED % F . EXPLoDED a FLASHING NG PEELL STICK CASING BEAD I } VIEW FOR PLASTER SIDING rp r� r1 +T T i WRB LAYER 01, STUCCO WRAP, CLARITY) lid JJLL 1 J WRAPPED AROUND FRAMING ' CASING BEAD MEMBER ro" SELF ADHESIVE FLASHING DRIP CAP (CROSS SECTION) WINDOW FLANGE WRB LAYER 01, I WOOD SHEATHING I STUCCO WRAP -.'X FRAMING MEMBER % VINYL ANGLED WOOD BEYOND CONSTRUCTION I DETAIL BELOW EXPLODED \C 4&ING BEAD F WOOD SHEATHING I `\ FOR CLARITY \ THEM RE5I5rlvE WRB LAYER 112, FORTIFI13ER '4i `: ' ER al i • ,_-- --------------------- BUILDING PAPER i WEA ESISTIvE ; ----------------------- `// METAL LATH °' x )< L ING �// i6'5ELF-ADHERING--------------- ---- --------------------------- ----------------- 6' REVEAL FLASHING ------ $' IL THICK, 3 COAT CEMENT S FLAS LMG DHERING < / i" PLASTER i G ; WEATHER RE618TIVE Y4" GAP TYP THICK, 3 GOAT CEMENT STARTER STRIP / �p WEA BARRHER 01 ER RESISTIVE / CA61NG BEAD PLASTER (0 "SELF -ADHERING \ a BARRIER SEALANT TO WINDOW METAL LATH FLASHING 6' SELF -ADHERING ��, _ [� j SEAL OPENING � ,4 / FLASI-ZING j I GALV'D METAL _RIP CAP ZAFLA MN AL Z'FLA5HING WRB LAYER 02, FORTIFIBER - I 1"IULATED 5EAL OPENING ULK OR WINDOW FRAME BUILDING PAPER WINDOW FLANGE w$ r MEMBER _� I WOOD 5HEATH[NG I CASING BEAD C WINDOW INDOW � I \ I Y"SIMULATED OOAMEMBER (FRAME W/ AND} WEAL ULKING I v° �- x.... ..+. I / OR APPRO EALANT I I AIV"'- STUCCO CASING I I SIDING TO STUCCO WRB LAYER 01, NOTE: C BLOCK TO FRAME I STUCCO WRAP I IF ZIP SHEATHING SYSTEM IS TRANSITION I WOOD SHEATHING INSTALLED, PLEASE SEE 19 6" WIDE PEEL 4 STICK MANUFACTURERS I OVER FLANGE INSTALLATION PROCEDURES WINDOW FLANGE METAL L NOTE: j E-Z BEAD VINYL CASING METAL LATH: LATH TO SE FIER SECTION 2X FRAMING (WI%" FLEXIBLE PVC BACKER ROp) I WRB LATER #1, R�03.7.1 / 46TM C-84-1-09, MIN. 2.5 L55. MEMBER STUCCO WRAP 11JQ®� EAT+AING PER &a. YARD (UTILITY OR NOMINAL *APPLY FULL BED OF SEALANT BETWEEN LATH DOES NOT MEET SPECIFICATIONS) BUILDING FLANGE a BUILDING WRAP WRB LAYER #2, FORTI R _ __ .I WRAP BUILDING PAPER ! BEYOND — -------------------------------------------------------------------------------------- WOOD CONSTRUCTION 1 6' SELF -ADHERING D SHEATHING FLASHING 8" THICK, 3 COAT CEMENT ! �CO � � W RRESISTIVE I BA al '' WEATHE 5TIVE PLASTER I = I �/ \ BARR TO LAP WEATHER srIYE \ 6" BOVE TOP E ��} WI N D ��T BARRIER n / I ` ASHING D ,/ ,1/ W%6REVEALLAP G I // t �I lQj I WE R RESISTIVE VINYL ANGLED '' �`" WSELF-ADHERING p RIER I ! FLASHING ? ' WEATHER RESISTIVE \ BARRIER 02 CASING BEAD I'-IETAL LAT TARTER STRIP Y NYL CASING BEAD t�4 STI GALV'D METAL 'a_ ' DO NOT CAULK OR I i Z' FLASHING I I SEAL OPENING DO NOT CAULK C a II THIC / 3 C0 nT per'Et�IE{� T \ ( SEAL OPENING (EXPL ED S 1��j 1� l� �l GALv'D METAL FATHER RESISTIVE VIEW FO FLA&TE 10 "Z' FLASHING RR(ER 01 TO LAP LE G E N IJ CLARITY) I Yn' X &' 51MULATED r ABOVE TOP WOOD TRIM MEMBER OF ASHING A VINY SIN W SIMULATED DRAINAGE PLANE (WRB (W/3/e' FLEXIBLE \ / W RIM MEMBER BACKER ROD) LAYER 1, STUCCO WRAP) ;; \ / I " 5E FIERING # 6' SELF -ADHERING I I I 1 FLABHIN LAYER #2 (FORT(FI WRB BER FLASHING I \ .� I I V THICK, 3 CO \� SEAL GAP W/G ING CEMENT PLA i _`. i OR APPROVED NT BUILDING PAPER) C TI WEATHE STIVE WEATHER RE818TIVE A� I1 �1 G B E AD � � AI � BARR BARRIER "1 METAL LOTH W R RESISTIVE E-Z READ VINYL CASING X—X—X—x IER 02 (W/3411 FLEXIBLE PVC BACKEBAND { FLAME) SIDING TO STUCCO WEATHE REST STUCCO 1 7 A WEATHER RE818TIvi= C6) FRAME TO FRAME BARRIER 02 WOOD SHEATHING SCALE; 1 1/2"=1'-0" OR"1/16'ZIPSHEATHING SYSTEM TRANSITION (INSTALLED PER MANUF. SPECS.) �9B 5ELF-ADHE5IVE FLASHING — — — A R C H I T E C T S U N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abde,signgroup.com AA #: 0003325 i ti w U w 0 h a u w A ti q Z ti sysmv. ac L+OT: CREEKSIDE LOT #9 PROJECT# 04321.000 MODEL• 4EJB "2807—ELLE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. G DATE: 11 / 10 / 1'7 SCALE: 1/4"= I' - 0" SHEET VV A4 File Copy A R C N IT E C T S CUT HOW AT 45' A MODIFIEI IN HOUSE LINE OF OPENING APPROV OVER SF LLD 5TUG INSTALL 6' SELF-ADHE FLASHING C NAILING FL JAMBS EXTEND FL I' BELOW S FLEXIBLEI DO NOT 5E FIN EMPORARILY ALP -UP t SEC OUSEWRAP(O JCK FLAP UND t HEAD FOLD HOUSEW IN AT JAMBS d SLOPE SILL R N5TALL 6' iELF-ADHE :LASHING C ANYL HEA', 'LASHING ( CAMS) NAII 'LANGE EXTEND SELF-ADHE `LASHING I 5EYOND J =LASHING NSTALL vi' "_AP ALIGN FLASHING WI INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGE5.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE FOLD DOWN DIAGC ACRO WINDC 11 A � U(:� 5CALE: Nt& PPLY 3W NOM. ONTINUOUS BE, )F SEALANT AT AMBS AND HE+ ,PPLY TO BAG iINDOW NAILING LANGE IN LINE 'RE -PUNCHED OLES OR SLO1 IDE ADHESIVE XIBLE FLA5HIN VER DRIP CAP =CTO-WRAP EOUIV) NOTE F Z f f 5�4ATE f SST 15 I eTALL ED, FL 45 SEE �ANUFACTUFREfRS fNSTALLATfO FFCC E �:)u a INSTALL WINDOW PLUMB, LEVEL AND SQUARE PE MANUFACTURERS WRITTEN INSTRUCTIONS Y 4NE NG 71NT NOTE: I. IT IS THE CONTACTORS RESFIONS15ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS t SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: 5EALANT6 MAY REACT ADVERSELY IF NOT COMPATIBLE. EAN AND SEAL JAMB TO 611-L JOINTS WITH Q 1193 FOLLOWING COMPLETION OF TERIOR RETROFIT WORK NOTE; REPAIR SCHEME SHOWN SHALL SE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING ff TERIOR PERIMETER OF WINDOW WITH T Design Group Inc. 1441 N. HUNALU KEA(iAN MLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 h W W U W O F a U A 41 A h ti SUDDIV. do LOT: CREEKSIDE LOT #9 PROJECT# 04321.000 MODEL• 4EJB "2807-ELLE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C DATE. 11 / 10 / 1'7 SCALE: 1/4"=1'-0" 1 m €n (Clopy 2x6 SUB -BAND W/1 "x4" NOTCH END, WRAPPED IN RFFI_ 8 STICK DRIP EDGE -I/8" TEXTURED FINISH 14 WOOD 1/2" TEXTURED FINISH z CMU METAL F,� I� I� I� I 2X6 5U6 METAL FASCIA � WRAP Ys" FROM STUCCO, I" FROM 1 WOOD WALL EXTERIOR WALL (FRAME OR CMU) �\ NOTE: NOTCH FOR 2X(o REMOVED =POND) )FF WALL CO) < FINISH a TURD W/1 "x4" NOTCH a IN PEEL 8 STICK 1JRAP 1" OFF- 5 BAND 2 it 7/V TEXTURED FIN15H s WOOD, 1/2" TEXTURED FIN1514 I@ CMU METAL LATH WOOD 5HEATHING OR CMU WRB LAYER *I, 5TUCCO WRAF (FRAME ONLY) WRB LAYER "2, FORTIFI5ER 5UILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM I5 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT Q WALL LINE TO 4vOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRU55 W/126 NAILS G "-8" O.C. MAX. 2x 5U5-5AND W/V2"x4" NOTCH e END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) \�Y SUB BAND DETAIL CC WALL SUB BAND DETAIL C) WALL W./KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/I%"x4" NOTCH to END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF GOr 1PONENT5) METAL FLASHING, WRAPPED MIN. y4" ABOVE BOTTOM OF DRIP EDGE 2x 5U5-5AND W/V"x4" NOTCH ID END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT ,D ROOF EDGE OMITTED FOR CLARITY A R C H I T E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 J FT E w N a 0 N to 0 a a q A SUBDIV. ee LOT: CREEKSIDE LOT #9 PROJECT# 04321.000 MODEL.• 4EJB "2807—ELLE" GARAGE SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT STATE OF FLORIDA Mqy DA ' 11/10/17 SCALE: 1/4"= f — 0" SHEET VV AU" File Copy