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HomeMy WebLinkAboutBuilding Plan9 9 C-) �,-',,, � ya/,, �� � `J r a � ICI ly 1 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 THESE B ECT TO D ALL PROPOSREQUIED WOA ARE SU AY13E NIFC FIELD INSP RRECTIONS K MAY9ENECESSARYINORDETons sTHAT COMPLY WITH ALL APPLICABLE CODES. ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPUANC; WITH FBC ENERGY CODE MUST REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED CONCEALED FASTENERS OR ATTACHMENTS ARE THE AESPONSIBILITYOF THE CONTRACTOR OF RECORD STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 7337092 FAX: (3 21) 7 3 3— 7 9 7 2 DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) • ALL LOCAL AND STATE CODES •OCCUPANCY —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 ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS AW. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER BBD . BOARD �. MOUNTED CL CENTER LINE MTL. METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER IR. CLEAR CO NCRETE N RETE P.B.OPERTY UUNE . N C CPT. CARPET PH. PHONE C.T. CERAMIC TILE ?LT. PLATE D. DRYER PLYWD. PLYWOOD DBL. DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. RISER DIM. DIMENSION BAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR . ROOM D.S. DOWWNSPOUT ROR R..O. ROUGH OPENING DTL, DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG ACH sf IT. SHEET ELEV.A. ELLEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXII. EXHAUST SDd. Salim EXT. EXTERIOR SL. SLIDING F.G./ FIXED S STD. SLIDING NDA�GLASS FIN. FINISH SWS SHEAR WALL FIR. FLOOR SECTION FLUOR, FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FTG, FOOTING THIN. 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 T� TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL. GLASS V.P.OTHERWISE GYP. BD. GYPSUM BOARD H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HOT. OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REV. DATE DESCRIPTION SHEET # DESCRIPTION PG Cl—COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN Tr ,VIFP 7D) � clvnpl ,, �, rn PG lA—DOWEL PLAN PG 1B—LINTEL SCHEDULE CAST—CRETE PG iB.l—LINTEL LOADS (CAST—CRETE) ) PG 2 —FIRST FLOOR PLAN PG 3 —SECOND FLOOR PLAN ST. LUC''r OZ�� PG 4D—ELEVATIONS Rr: I LyI n n 'VIF.4;'ED FOR co, PG 5D—ELEVATIONS IZLvi .v B dANCE DATT PG 4D.1—WALL ASSEMBLY PLAY3A\71 .R .T+. c! PG 5D.1—WALL ASSEMBLY oR voL�sl>ECrIo wlicBRE olvac PG 6—FLOOR FRAMING PLAN PG 7D—ROOF FRAMING PLAN PG 8— FIRST FLOOR ELECTRICAL PLAN PG 9— SECOND FLOOR ELECTRICAL PLAN PG 10— FIRST FLOOR HVAC PLAN PG 11— SECOND FLOOR HVAC PLAN PG Dl—FOUNDATION DETAILS/SECTIONS PG D2—MISC. DETAILS PG D3-1—STORY WALL SECTIONS & NOTES PG D4-2—STORY WALL SECTIONS PG D5-MISC. DETAILS PG D6—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES J. CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. L NGWOOD, FLORIDA 32750 p Tel: (407) 774-6078 Fax: (407) 774-4078 — SQ.FT. CALC. S LIVING4 1330 SQ. Ft. R LIVfNG 1493 SQ. FT. LIYINCs 2823 SQ. 1 T. E 454 SQ. FT. SO SQ. FT. 99 SQ. FT. TOTAL 3456 SQ. FT. [A/CLUME 23501.2 1Q PLAN REVIEW DATE CHECKED BY: A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J h MEN 7 W G � W 5 � 0 0 4 v ~ W a EL h r q r CREEKSIDE LOT #107 PROJECT# 04321.000 XODEU 4EJB 2807— ELLS„ RIGHT PA.GM- COVER PAGE 180 MPH EXP. C MELBOURNE ARCHITECT: STATE OF FLORIDA JUL :r'%2 2017 04/05/17 1/4"=1' O GENERAL NOTES 1 ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE'u', TH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10, 2 THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, A FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 11. ATTICS W/ STORAGE III. ATTICS W/OUT STORAGE IV. POOLROOMS V. BALCONIES AND DECKS VI. STAIRS VII. ALL OTHER ROOMS B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 ** 30 20 10 75 40 40 40 I **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED II. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 ±0.18 11 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2 ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/" 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4" 7 PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. E. APA- THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb=1,100PS1 Fv=175PSI E=1,400,000PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS; BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8 OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING 9, FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON 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 WIT H 2x STRUCTURAL LUMBER SYP #2. MASONRY 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS 1. MASONRY CONSTRUCTION SHALL PROVISIONS OF TMS 402 / ACI / E DE 5. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 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 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. PSI. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 3 OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 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 FORALL 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 FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 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 ANSIITPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240, 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR VARY BUT IT SHALL NOT BE LESS THAN '1INCH AND NOT MORE THAN'/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 5TH EDITION (2014). NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. g 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014) 8 MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE PLUMBING HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 1 SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. REINFORCING STEEL 2 WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 3. CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH '/" AMAFLEX. REINFORCED CONCRETE STRUCTURES: ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. ACI 301 AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6 NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 7 SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8 FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 9 THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 10. DRILLING &NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EDITION (2014). 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". 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.&. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT, SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2 REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN '/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING 6 CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER '/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/" 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) EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 6" 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-1 063-1 1A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED T0: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02/08/17 R. R C N I T E C T S L441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigrrgroup.com AA #: 0003325 a ` qDI 04/05/17 AT C 1/4„=1'-O" GIN ARC H I T E C T S ro - 1ti 1011 24"X24'XI2' GONG. PAD w/3-M5 BARS E.I.I.I. ON CHAIRS MIN. 3' COVER (2 TYP.) r 4 ip ~ L r 4' D I —1 N I I �3I/2" � 10 DI ■ ■ f5-loll 3 J'-0" EXTEND END OF PVC. CHASE UP 12" A130VE COND. CONC. PAD 4' GONG. SLAB DI �COND 1 13 SLAXTB 1 I/2" 30' - 2 4" CONC., REINFI (L/ 6"x6" (p'-0" ELEV. w1.4XLUl.4 wwM ON 6 IL POLY- �IN. CONC. SLA$ ETHYLENE VAPOR RETARDER ON WELL-COMPAC D CLEAN FILL TERMITE TREATMENT SHALL $E 111 24'X24"XI2" CON4 PAD w/3-*5 BAV �o E.w. ON CHAIRSII MIN. 3" COVER I Ir r.)1(v on ILJ1 �� — — -■ I o j IN (�1 �I 11 ) 215 2 ` �� �\� B _ D1 \� CL II 2' loll 2 _2 �1_411 �41-011 3'-�7' 1_2�� ■ 2 �� I5 _IO' OPT. R FL I I — 5T UP � ND II LAV., LAV. " PVC CHASE I F-� \"� f l�o FOR ELEC. TO ■ SLAND 25 I EXTEND 5 I/2' c 1 DI I Dl 5LA15 1 1/2' �I L- 4' PVC 3'.0" CHASE M'-oll 20'-011 04 BOLLARD ■ AS REGi PER 0'-0" ELEv. BLDCs. CODE FIN. GONG. SLAB Sg a)24"X24"XI2" GONG. r DI PAD w/3-*5 BARS I— — — — — E.W. ON CHAIRS EXTEND MIN. 3" COVER ■ ■ ■ . SLAB 1 1/2" ul 4" 11, 13 3 1/2, — — CONC. SLAB DI ■ ■ ■ 4 D1 13'-011 3'-4" 2' 2 SLOPE I/S" 7 r g +PER FOOL _ L _ L Di 24"X241IX12' CONC. PAD 11/3-*5 $AR5 E.U1. ON CHAIRS MIN. 3" COVER (3 TYP.) ■I■ C '-0" FOUNDATION 24"X24"XI2' CONC. PAD w/3-*5 BARS E.W. ON CHAIRS MIN. 3" COVER N --t 1/2-0 I(a'-o" 20'-0" PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014) TYP. SB II } PI II / \ I 36"x60° 5HLUR. PAN w/ ENCL. H.5. ,'I-r7'll ■ 2'-4" 2" IILVTR I I/2 2 VTR 11/2" 2 —� Tu I wASHERI I I wC AV 2„ 2„ f �1�/23e eJ /' r I 111/2" 3 3" i �OPT .I 11/2. I LAV LAV 3° 13" t I I2 1t KITCHEN SINK w/ " r Q wC AUTO VENT I LD TUB 2" I` ED SINK Q w I 3' Luc; 12" VTR 3 LAV- 411 Co 2 LA ISHLUR TO 2 MAIN PLUMBING RISER DIAGRAM SECURE STRAP to UNIT w/ (2) *Bxl 1/4 SHT MTL SCREWS SIMPSON wB ROLL STRAP OR EQUAL SECURE STRAP TO GONG. w/ (2)-3/16"XV 5LAB TAP -CONS A/C CONNECTION TO ]PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" PIA. OVER HEAD a 12" PROM STRUCTURE L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 CREEKSIDE LOT #10'7 DPLTNT A, ' 04/05/17 FILE Miami I N. RONALD REAGAN BLVD. LONGWOOD. FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www,abdesigngroup.com AA #: 0003325 sumnrv. a ror. CREEKSIDE LOT #107 04Y05/17 1/4"=V-0" (2) 3052-514 C2) 3052-5�4 ,4,ftZT-4A4ETt LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 17'-4° 8F28-I5/IT L 3 7'-6° 8;=16-I5/IT L 4 T-6" W24-I5/IT L 5 4'-6" 8FI6-IB/IT LINTEL SCHEDULE NOTE: THE LINTELS MAY DE 5U55TITUTE0 UUITH LINTELS FROM ANOTHER MANUI=ACTURER AS LONG AS THE LINTELS ARE Cr- EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdezigngroup.com AA #: 0003325 =;F CREEKSIDE LOT #10"7 $ 04/05/17 FOR GRAVITY, UPLIFT E LATERAL LOADS S" PRECAST 4 PRESTRESSED U-LINTELS TYPE L NGT�I 8U8 SF8-05 8FI2-05 16-0 20-0 24-0T 8-0 32-0 8P8-15 SP12-I5 SFI6-IB 8P20-I5 8F24-128-IB 5P32-IB 2'-10" (34") PREGAST 2302 3166 4413 6039 1526 90040412 11936 3166 4473 6039 1526 90040412 11936 3'-(0" C42") PRECAST 2302 3138 3311 4659 6001 1315630 9941 3166 4413 6039 1526 9004 10412 11936 4'-0" (48") PRECAST 2029 2325 24'56 3461 4436 5410 6384 1358 2646 4473 6039 1526 9004 10472 11936 4'-ro" (54") PRECAST 1651 1181 1913 2651 3403 4149 4596 5644 2110 4021 603g 1526 9004 10412 96ro8 5'-4" (64®)PREGAST 1184 1223 1301 1809 2311 2826 3336 3846 16ro5 2889 5057 6096 5400 6424 1450 5'-1®°(�0") PRECAST o��2 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 61-6" (-Ii3") PRECAST S31 1255 2101 3263 2146 3358 3971 4585 1255 2101 3396 5260 1134 8995 6890 11-6" (901) PRECAST -161 1029 1615 2385 1994 2439 2886 3333 1029 1615 2610 3839 5596 6613 504-t 9'-4" (112') PRECAST 5-T3 632 1045 14ro9 1210 1452 1 1154 2021 168 1212 1 1515 2544 3469 4030 3121 10'-F>"(12r'o') PRECAST 456 482 802 1125 S15 1122 1326 1535 ro58 1025 1514 2051 2114 3130 2404 i l' -4" (136') PRECAST 445 595 935 1365 1554 2355 1193 2015 598 935 1365 1 1554 2441 3155 4044 12'-0°C144") PREGAST 414 545 864 1254 16S9 2014 1510 1818 555 864 1254 1693 2211 2832 3590 13'-4" (160") PRECAST 362 421 12ro 1025 1331 1635 1 1224 1418 485 148 1016 1438 1855 2343 2920 l4'-0"(1/o8") PRECAST 338 381 648 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8" CI fro") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 PRESTRESS] D �.R. NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 1�'-4" C208")PRESTRESSED NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4' C232") PREStRESSD NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4" (2569 f=RESTRESSrED NR NR NR NR NR NR NR 330 610 940 1340 1180 2110 22'-0"C2ro4"JPRE5TRE555D NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-O''(288") PRESTRESSED N.R NR NR NR NR NR NR 1 NR 130 240 410 120 1030 1350 1610 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psf. 3. f'c grout = 3000 psi w/ maximum 3/6' aggregate. 4. Concrete masonry unitsM C (CMU) per ASTM w/ minimum net area compressive strength = noo psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. -1. 1/32 wire per ASTM A510. S. Mortar per ASTM C210 type M or S. 8" PRECAST 4 PRESTRESSED U-LINTELS 4^WP*4A4" UFL FT LATERAL T�.P�BF8-I LENGT 5Fi2-IT 8FI6-IT SF20-It 24-It81 28-it 81=32-IT S SFS 8-2 2-2t 16-2t 20-2 24-2 28-2 SF32-2t 2' -10" (34") PRECAST 2121 2518 41OI 5332 6569 1811 9055 2021 2021 2i2'f 2'184 3981 5190 640-1 '1630 585-1 3'-ro" (42") PRECAST 2165 2289 3260 4231 5219 6204 1192 1251 1251 2165 2215 3165 4125 5091 6061 103ro 4'-0' (48") PRECAST 181E 1989 2832 3680 4532 5381 6245 C338 938 1818 1925 2150 3583 4422 5264 6110 4'-(o" (54") PRECAST 1660 1162 2501 3251 4010 4161 5525 �2� �21 1660 MOE7 2435 3111 3913 4658 5406 5'-4" (641) PRECAST 1393* 1484 2110 2141 3315 4010 4645 505 505 1393 1431 2050 2610 3293 3920 4549 5'-10"(10") PRECAST 1212* 1357 1930 2505 3054 3665 4241 418 415 1212 1315 1815 2441 3010 3583 4151 / / I& I —roll 1 l8") PRECAST 1141• 1200 1133 2250 2169 3290 3812 ®� 88� 1141 1152 1684 2192 2103 3216 3132 I'-6" (90") PRECAST 959* 912 1415 1914 2354 2191 3240 591 65rt 99O 1029 1466 190-t 2351 2191 3245 9'-4" (112') PRECAST 801* 612 950 12ro9 1560 1852 2144 454 (03® 801 155 IIg2 1550 1910 2211 2634 10'-6"(126") PRECAST 116* 498 193 1021 1261 1496 1731 39(o 493 -tiro roll 103(3 1389 1111 2034 2358 11' - 4' (136') PRECAST ro66 * 439 69ro 599 1104 1309 1515 363 5r✓- 6 ro66 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 601* 400 631 Biro 1001 11S6 1312 340 494 631 486 515 120E 1514 1799 2086 13'-4" (160") PRECAST 500* 340 532 656 841 991 1153 302 398 513 409 682 1004 1361 1 1631 1891 14'-0"(168") PREGAST 45B* 31rc 493 635 178 922 1065 28�0 3&0 545 315 629 922 1254 1561 181ro 14'-8" C116"J PREStRi=SSED 243 295 459 591 124 551 99O R 35� 243 352 582 852 1156 149I 1142 15'-4" C184") PRESTRESSED 225 215 430 553 611 801 925 NR 31� 228 329 542 191 1012 1351 Iro1ro 11'-4" C2089PRE5TRI=BSED 188 I88 236 216 3(01 449 464 649 561 814 1 610 1121 174 13813 19'-4" (232') PRE5TRE58ED 165 201 313 401 41B0 518 6ro1 N.R. 204 165 239 363 550 136 940 1160 21'-4' (25(6")PRE5TRE55ED 145 186 218 356 433 512 590 142 212 336 4-t1 635 807 993 22'-0"(2ro4")PRE5TRE55ED 140 150 268 343 418 493 5r08 N R 161 137 205 322 451 601 111 941 24'-0"(2881) PRESTRESSED 121 165 244 312 380 441 515 N.R. 135 124 186 290 408 538 680 833 GENERAL NOTIES *REDUCE VALUE 5Y 255"4 rOR GRAPE 40 FIELD RE5AR 8" PRECAST U1/ 2" RECESS DOOR U-LINTELS TYPE 6- 81e'FI0-0E3 a1�14-068RFIa-0s a1�22_0 BRF26- SRF30-0B L�1�CsTN SRU6 814iP6-15 SM10-15 8R-14-15 8R=19-IB aRP22-I5 &;;�=26-15 SIW30-15 4'-4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1821 3412 4982 6412 1941 941ro 10518 4'-6 " (54") PRECAST 1351 1449 2182 2114 3600 448-t 5315 6264 1102 3412 4982 6412 -194-1 9416 10818 5'-5" C68")PRECAST 185 532 1602 1550 2058 256ro 3015 3585 1153 2162 4014 6412 6516 5814 6839 5'-10" (10") PRECAST 135 119 1500 144E 1924 2400 2816 3352 1103 2051 3811 6412 1 6516 5450 6411 6'-8" C80")PRECAST 822 901 1611 2933 2516 3223 3812 4522 901 Iro11 2933 4100 6130 V11 6101 -1'-6" (90") PRECAST 6ro5 161 1311 2252 1958 2451 2944 3439 164 1311 2329 3609 5492 6624 5132 9'-8" (116") PRECAST 311 420 834 1253 1011 1342 1614 1886 535 926 14g1 2119 2618 3595 2515 8" PREGAST L/ 2" REGESS DOOR U-LINTELS 4^zT_4ffM_ OF @ (FT LATERAL 1—���T� 8RP6-IT &W10-IT OW14-it 8 --18-IT M=22-IT SW26-IT S =30-IT SW64T 8M=10-2T 810F14-2T 8RFI8-2T 8RF22-2T 5W26-2 SW30-2 SRU 8 6 4'-4" (52") PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 4005 48B o 5696 4'-(0° (54") PRECAST 1192 1501 2311 3121 3931 415r® 551-( 853 853 IM2 1455 2240 303ro 31331 4643 54.53 5'-8" (roe') PRECAST 924* 1112 1195 2423 3055 368g 4325 501 501 924 1132 1141 2351 2918r413 4230 5'-1®° C�0") PRECAST 896* 1138 1142 2352 2965 4198 469 469 896 1099 1690 2286 2891 4106 (0'-8" CS0") PRECAST 118 882 1513 2042 2513 3642115 830 IIOO 956 1468 1951 2509 3563 1'-6" (90") PREGAST r088 691 1325 1810 2280 2153 3221 110 941 658 849 1302 1162 2225 2&c3o 3151 9'-8" (116 ") PRECAST 533* 433 808 1123 1413 1104 1995 516 614 533 521 1009 1369 1128 1 20843 2450 T�r'i=E D 51C;NAT 10N P = PILLED WITH GROUT / U = UNI=ILLED QUANTITY OF "tea RE5AR AT 50TTOM OF LINTEL CAVITY NOMINAL WIDTH L QUANTITY OP "5 NOMINAL 1.4EIGHT� REBAR AT TOP 5AfrLOAD TA5L NOTE5 I. Provide full mortar head and bed joints. 2. Shore filled lintels as required. 3. installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All Ifntels meet or exceed L1360 vertical deflection, except lintels ll'-4' and longer with a nominal height of 8" meet or exceed L/180. 6be located Bottom field added rebar to blocated at the bottom of the lintel cavity. 1. 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 6. Gast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. S. Safe load ratings bastpd on rational design analysis per ACI 318 and ACi 530 "REDUCE VALUE BY 15% FOR GRADE 40 FIE:-LD RE5AR 05 RE5AR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR <�,„„ V e e ° C.M.U. a e' Z al p 4 GGROUT z ,p "5 RE5AR AT 50TTOM • • OP LiNTEL CAVITY 1-5/5"ACTUAL BOTTOM REINFORCING PROVIDED iN LINTEL 8" NOMINAL WIDTH (VARIES) 1. All values based on minimum 4° bearing. Exception: Safe loads for unfilled lintels must be reduced by 20ie if bearing length is less than 6-1/2" Safe loads for all recessed lintels based on 5' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 Field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One 01 rebar may be Substituted for two "5 rebars in 8" Ifntels only. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 3. Por composite lintel heights not shown, use safe load from next lower 1lefght. ,-3. All safe loads in units of pounds per linear foot. A R C H I T F C T S 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w w U W 0 y A F 4 E 19UBDrv. CREEKSIDE LOT #107 P1t0jzCT# 04321.000 aaoDE� 4EJB "2807—ELLS" GAR.ACiGE BVIN : RIGHT PAGE: LINTEL LOADS 160 MPH EXP. C (CAST— CRETE) ARCHITECT: STATE OF FLORIDA MAY 2 04/05/17 SIC :1/4`1'-0- ARCH I T E C T S 2a'=3" -------------- I I ll P.T. POST I I (2 TYP.) I LANAI 8'-a" GLG. j 10'-10" COND' 1`-4" 4'-0" 60�08 S.G.p. DINING ROOM a'-8" GLG. 4 2, a„ 4`_elu�_0u I cli II In A lu z III > 0 OI � N�11r a1UTCHESN Cl II 3'_ID" , 2'-�" PAN. 8'-8" r CLG. 1 <t OPT. I b33 3-SH REF FLEX vi i I (2)3052-SH I 11 _4 PORCH _I„ (2)3052-SH LIVING 14'-10" PROVIDE p5L STUD EA. END OF KNEEWALL 4X4 POST al _a ll 4X4 POST i c (2)3052-Su WETRFIS R-1sH OWNER'S r — 4x4 I WA °BATH ,C S -8 cLG. 1 P05T I ELCs. 36"x6 SHWR. P< �I U> W /ENCL r IIR LAv. LA°V. vp I-5IS " L.B.w. 10'-10" WI STAIR DATA 16 RISERS m -1 4 v •I 15 TREADS 6 ID' I I I II +I" NOSING U UP I 4x4 POST BOLLARD STUDS g 16" O.G. PER OSHA TITLE 29 CFR AS REQ. v PART Ill SUB PART PER 5LDG, A D5L M - FALL PROTECTION CODE iv Q 3 STUD le26.501(5) (14) tt 3 — FOYER b'-a" GLG. 4x6 --- POST F2 X 30� MT. KTTIC I L4GGE5� GARAGE 8'-b' GLG. 1,_�L- 4'-a" I 16' -0"X7' - 0"O.H.p.— — 39'-a" COND. EXTERIOR MASONRY WALL 5R3. HE IGHTS 5RG. LOAD 51l WALL GROUND WIND DESIGN SEISMIC SUSUEGT TO DAMAGE FROM WINTER ICE 5ARRIER FLOOD AIR MEAN SNOW SPEED P TOOGRAPHIC DESIGN WEATHERING' FROST LINE TERMITE` DESIGN UNDERTLAYMENT HAZARDS e FREEZING ANUAL LOAD (MPH) I EFFECTS* GATAGORY° DEPTH TEMP' REQUIREpt' INDEX TEMPI NA 160 C NA NEGLIGA5LE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH F5C R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.I0.1 THROUGH F5C R302.10.5 I �M' MIMI NOTE: -2-8 LOI DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO 5E THERMA-TRU 1=15ER3LASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R302.5.1 OF THE F5GR 5TH ED. (2014). �.I W&�BAR SCALE: 1/2'=1'-O' SARM COMPNT AND CLADDING WIND LOADS BASIC WW EXK=ffi FOR 3 SECOND BUSTS OPENNGS SQUAFE ZONE 16D MM WIND (Putt) REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 ®v CRITERIA EXTERIOR SWING IS 5 33/-43 DR. MIN. CRITERIA S.G.D. MIN. 41 5 V_38 CRITERIA 16070 O.H.D. 112 5 31ZI-34b BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. Cl EXP.=C, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5TH EDITION (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COWWL DATE 0710e115 441 N. RONALD REAGAN BL LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www,abdesigngroup.com AA #t: 0003325 CREEKSIDE LOT #107 ARCHITECT: STATE OF FLOFiIDA I uM1; i 39' -8" 2'-6" 4'_2V— 3052-S4 3052-SH EGFZESS EGRE S r---t i I n LAUN Q 17N L -1 I� _ 1 4- 1 I Q CHASE BDRM. #5 ( BDRM. #4 8'-0' GLCs. 8—'-0" GAL - G1-4ASE � 4X4 V. — POST C. - ` 4X4 2'- a" 3,-4„ POST i � m ti 6 FZ �\A I C. BATH -3 a fti M N -3 O LAv. �. a BDRM. #3 - - 3-5H 3'-4' 2'-5" 31-5" 3'-S" 5'-O" 5 _4 3 lx 5'-ID" 3'-8' 3'-4" �Ll 7r— A f ASE STAIR DATA - 16 RISERS m 1.54' 15 TREADS 6 10 DN. in=, ro +r' Nosl I "�. - r---� W.LC IN _IR_-ISH_ 42" H. HALF WALL W/ CAP CLCs. I W.I.0 j L---J IR-ISH G. I v ° I ' BATH # 2 STUDS SHA TITLE 29 �R I , 8'-0" GLCx. 4X4�� PER POST PART. 192b SUB PART t-1 4X4 - PALI- PROTECTION I --J Q 1526.5011BJ (14) — BDRM. #2 POST UPSTAIRS LIVING SHWR. (2)3052- H 0$2-5H I 2040_SI } i i 3' 4" E 5'-4" 14'-0' I---------------------------J SECOND FLOOR PLAN NOTE: 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE ■ !1 11l _ N 10'-0 3/4' 2ND FIN. FLR 8'-8' BRCS. HGT. NOTE: STAIRS RISERS TO CONFORM TO F5CR 5TH EDITION 2014 MIN. TREADOV MAX. R18ER=i 3/4" 3/I6' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8" MAX VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4' OR PROVIDE EQUIVALENT GRASIOA51LITY WINDERS- MIN. 6' WIDE NARROW END MIN, II" WIDTH o 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 0 -0" FIN. FLR. THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL 5E 2 1/4' HANDRAIL A 36" HANDRAIL is 36' W/ 2X4 RE-INFOR NOTE: HANDRAILS SMALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMTETER OE 1 3/4"± 2" OR A NONCIRCULER CROSS SECTION WITH A PERIMETER DIMENSION Or- AT LEAST 4" IBUT NOT MORE THAN 6 1/4" AND A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 I/4". EDGES SHALL HAVE A MINIMUM RADIUS OF 1/811 . -- @HANDRAIL DETAIL SCALE: 3/4"- Il 3/4' T!G SUB FLOOR GLUED E SCREWED F'ER FASTENER SCHEDULE PRE-ENG. FLR TRUSSES STAIR DATA: 16R ® -t.54' 15 TREADS a 10'+ 1" NOSING STOR. (2) LAYERS OF 3/4' PLYWOOD OR (2) LAYERS OF 3/4' SU5 FLOOR MATERIAL RIPS FOR SOLID NAILING SECURE I READS TO STRINGER W/(3)08 3" SCREWS a EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND TWICKNE OF SUB -FLOOR SHEATHING V/X �— -- . \ —3/4' KICK PLATE M mNOSM4 MIN. 3-2x12 SYP STRINGER REINFORCED W/2X4 SF'F W/CONT. BEAD of SU5-FLOOR ADHESIVE PL-400 OR SIMILARE • EA HORIZONTAL RUN 2 X 4 RE-U�ORCING o EA. 2 X 12 STRINGER SECURE W/12d 6'-8' O.G. )STAIR DETAIL Ly ecALF: si - m. M 2X4 ATTACHED — W/ 104;1 MASONRY NAILS s 2X4 P.T. SLEEPER INTO SLAB WITHIN 8' OF EACH END, 32' O.G. MAX 42' P. In WALL W/ CAP A R C H I T EC T S Design Grout Inc 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U w rn F Co F 0 iLL BUBDrv. de LOT: CREEKSIDE LOT #107 PROJECT* 04321.000 acoaErr 4EJB "2807—ELLE" GARAGE 91Ijw RIGHT FAGS: SECOND FLOOR PLAN 160 MPH EXP. C MELBOURNE ARCHITECT- STATE OF FLORIDA 'o I % i, D �04/05/17 SC": 1/4"=1' - 0" 19iiE&'T 3 AREA OF ATTIC = 1813 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1813 /300 = 6.04 VENTILATION AREA X SQ. INCHES PER FT. (144) = 870,24 SQ. IN, MIN. REQUIRED VENTILATION = .5X 870.24 IN UPPER PORTION OF ATTIC 435.12 SQ. IN. OFF RIDGE VENTI LATION AREA = 115 SQ. IN. PER VENT 435.12 /115 TOTAL# OF VENTS REQUIRED = 3.78365 TOTAL# OF VENTS PROVI DED - 4 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG _.- (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) III//dF� — I J A LOUVER D ETAR Ai 1/8' THICK, 3 COAT CEMENT PLASTER OVER GRAPE V' FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' PELT PAPER 41lx4" GALv. 'L'-TYPE — FLASaING SET IN ROOrll CEMENT PIBERfsLASS SHINGLES OVER 030 (OR APPROVED El FELT PAPER ON 1/I6' O.S.B. SHEATHING OR 1/2' CI PLYWOOD SECURED PER NAILING SCHEDULE LSU-26 2x6 RAFTERS — LE 10d's TO LW/ TO LEDGER AND l2J 1011 TO 2x6 JOIST 2X(o LEC)GER W/ 1/2'xb' � THREADED ROD 32' O.C. MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 6" MIN EMBED. i 1/2-THICK, 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2x6 LEDGER SECURED W/ 1/2' x 6" LAO BOLT W/ 2DIA. WASHER o 16 ° G.C. MAX D. a 10 p I6-0 3/4" 21 FLR B ea. HCst. _0 IS"X62" DECORATIVE SHUTTER 4" RAISED BAND (TYPJ 0'-0" FIN. FLR. L "cl IS'-0 3/4" 2ND ELF, L BRCS. HCst. 11 3/4" 21 FIN. FLR. 6-8" BRCS. HGT. L 0'-O" FIN. PLR. wiFE nnILE-11111 ei TEXTURED FINISH 'fl TEXTURED FINISH FYPON LV12X24 OR - EQUIVALENT OFF RIDGE VENT OFF RIDGE VENT ELEVATION �6 m 15LDC-s. Hill SHINGLE ROOF FYPON Blill OR EQUIVALENT 18'-0 3/4" 2ND BRCS. HCsT. 12"X48" DECORATIVE SHUTTER 6 �I0'-0 3/4" 2ND FIN.I=LR. a, all BRCS. HCxT. OL I6-0 3/4" 2ND FLIP, , BRCS. HCst. Oil _ 11 3/4" 21 FIN. 4� 8'-8" 5R3. PGT. 6� 0'-0" FIN. FLR. 1441. N. HUNALIJ KtAGAN tSLYU. LONGWOOD, FL 32750 PH: 407-774-W78 FAX: 407-774-4078 www. abdesigngroup. com AA #: 0003325 11 RUBEN ac iAT: CREEKSIDE LOT #107 3PROJMT# 04321.000 ` DA/ /05/17 4C :1/4"=1'-0„ alfram 4U AXECOPY TEXTURED FINISk RIGHT ELEVATION 7EXTUREp FIN15H :IN. FLf I N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774AO78 www.abdesigngroup.com AA #: 0003325 nn- '05/17 .,=1'-0„ E TY ®-6' BUTTERFLY METAL LATI 4 OP WINDOIU CORKERS REAR ELEVATION ®-6" BUTTERFLY METAL LATH s UJINDOUJ CORNERS 3 F. 14B WA�3 NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PM: 407-774-6078 FAX: 407-774.4078 www.abd"gngroup.com AA #: 0003325 ?4/05/17 1/4" l'-O" ALE]FT ELEVATION Ai$UTTERrLY METAL LATP 6 WINDOW CORNERS RIGHT ELEVATION ®—W BUTTER LY METAL LATP sv WINDOW CORNERS NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6073 FAX:407-774-4078 www. abdesig ftraFwp. com AA #: 0003325 r �`'i "` u 04/05/17 1/4"=1'-0" 5 D. r---------- I FIRE I DRAFT STOP FLOORS 2X4 NAILER PRE-ENG FOR DRAFT FLR. TRUSS SLOP ELEV. VIEW PRE-ENG.FLR. TRUSS ;i �I 3/4" PLYWOOD DRAFT STOP 1 1 PRE-ENCz. FLR. TRUSS 2X4 NAILER FOR DRAFT STOP 3/4" PLYWOOD DRAFT STOP PLAN VIEW DRAFT STOP DETAILS (2) 2XI2 BM. TO 6X6 POST (2) MSTA-24 # (1) I-4TS-Iro POST TS SLAB A5U66 (TYP. 2) 45JIL (2) 2iM. — 4BJIL 4EJ3L hll I�IU Q 4L3 (p X X `r 4L2 ta cN II _ 4LI _ 41 II II II II II I II II II II II II I II II II II II II FT3 FT2 LL II II II II II I [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 II Q II � II � II III I II II II II I II II II II II II II II II II II II II JJ ---L L LJL IL Tr— DRAFT STOP TRUSS TO 4X _ FT9 POST W/ (2) MTS-12 — POST TO SLAB J _ ITT-4 FT8 l LL - LL TRUSS t0 4X4 POST W/ (2) MT5-12= g POST TO SLAB _ -- 14TT-4 - - - - - TRUSS TO 4X4 POST W/ (2) MTS-12— FG2 POST TO SLAB — 2X8 LI=DCsER L HTT-4 - - SECURED W/ C r " X 6" LAC. DBL. STUD — BOLT W/ 2" pIA. Q — WASHERS 24° (2) META-16 — PUG-4 OG�I — ]FT l5 II +4U2 x� II II II II II II II c-41(D ATTIC 1 ( ) 2XI2 M. l2) 125 �� ACCESS w L in (2) META-16 (2) META-Iro IX4 DIAC.. — — BtM. BI BRACING, TYP. GABLE END BRACING .SEE DTL. W 5; 4EET D2 3 011 2'-5 FRAMING PLAN RANEY OIB/22/16 ) META-16 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 CREEKSIDE LOT #10"7 04/05/17 w 5JI BJ3 5J5 TRU55 TO 4X6 POST W/ (2) MT5-12 POST TO 51-K W/ HTT-4 X N N TRUSS TO 4X6 —� POST W/ (2) MTS-12 POST TO 5LK W/ HTT-4 II 11 II II 11 (I II II II [I II II ( I II II II II J-t IFy�A = II II II II II II II II f(i fl II II II fIl Al A6 r'-O° r'-O�� A2 ' =1 = /A2 A —I 5J5 II II II 17 — �] R v3 W3 5J I 0 �RIDC:E 22X3 I = ATTIC m aI ; � � I I Ln 0) I I � L- - - - - ---- I -- I I I I I I I I L-————————— —————————— — — — — — I I I - RANEY 09/29/15 1511 13J3 TRUSS TO 4X6 POST LU/ (2) MTS-12 5J5 POST TO 5LK LU/ i- HTT-4 NOTi=: 2X6 is 16" O.G. (TYP) — Ix4 5TM. CHORD SRACINCs 72" O.C. MAX., SECURED W/ (2) 10d COMMON NAILS tv EACH CHORD INTERSECTION, TYP. TRUSS TO 4X6 POST W/ (2) MT5-12 POST TO 51-K W/ HTT-4 F3J5 OJ3 15J1 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.a bdesigngrou p.com AA #: 0003325 mmmmmoo ggtmDrv. & LOT: cREEKSIDE LOT #107 FROJMCT# 04321.000 XoDlau 4EJB "2807— ELLS" GA :?AG1E S'WnWG: RIGHT PAGIft ROOF FRAMING PLAN 180 MPH EXP. C—RANEY ARCHITECT: STATE OF FLORIDA MPS I � D 04/05/17 SCAT.:1/4"=V-0"' A R C H I T E C T S ELECTRICAL LEGEND SYM50L DEFINITION NOTES 125V OUTLET 20 AMP SII40LE POLE 110V OUTLET 110V OUTLET 1/2 CF OUTLET WIRED ro sWITCu GFI 110V OUTLET AD WIC~ INTER -TER (TAMPER RESISTANT TYPE) 220V OUTLET r4) WIRE C*VIEGTION CaFI OUTLET INTERRUPtERT SWITCH SWITCH 34JAY OPER u/4 SWITCH 4-WAY OMM. 1-0WALL MOUNTED LIGHT CEILING LIGHT /®l VF VAPOR PROOF Pt \O\ RECE88ED CAN WALL SCONCE �- PRE -WIRED VENT. FAN I CFM PER SCa FT. VENT. FAN W/LIGH7 I CFM PER sa Fr. V FIXTURE rSPEC'S TBD Br BOIL �I 4'X2' FLUORV BGEN7 2-5ULB WR4P I AROUND _ 2'FLUORESCENT _ _p_ � d' PLUOIiESCtTIt g 4' TRACK LIWT -n--�--n-a IIww S PANEL METER ( 7e f ,7.0. SMOKE DETECTOR WIT. BACK-UP W/ HARDWIRE SD WALL MOUNTED SMOKE OEYECTOR GATT BACK-UP W/ HARDWIRE CARBON MONOXIDE MTER-CONNECTED 5/CO SMOKE DE7EGYOR 84ALL Me A PISTANC C Lao O= Mar LESS THEN 4' (X 1 PENDANr LIGHT NATURAL GAS OUTLET 00- TELEPHONE JACK WH WATER HEATER TO ISE ELEVATED DISCONNECT A/C AIR. 00NDITIONING3 DISCONNECT �� TV. I TELEVISICN JACK To Be SUPPORTED IN O J-BOX ACCORDANCE W/ BOX MARKED AS SJ04 FOR CEILING FAN/LIGHTIAGGO;DANCE W/ BOX MARKED AS SUCH FOR FLOOD LIWT OPT. SECURITr KEYPAD P.B. PUSH-%ttCN FOR CHIMES FORr NOTE • LOCATION OF TV JACKS 4 PHONE OUTLETS d FANS TO 5E VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETING. s ALL RECEPTACLES IN ALL HA5ITA5LE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 5TH EDITION (2014). • 20 AMP DEDICATED LAUNDRY CIRCUIT. • CGFI o ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL * 5ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 C5rl INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 F15CR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS * WIRING METHOD SHALL 5E NON METALLIC GABLE PER ELECTRICAL PROVISIONS OF F5CR 5TH ED (2014). s ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TI4 EP (2014). OUTLET FOR VENT OR MICRO I CE IL INCG LANAI MTD. I LICGHT to 15E /" I INSTALLED4,-/� (PROVIDE.!/ I IJ-BOX FOR OPT. \ I FAN -- \ 13 — 33 �n DINING ROOM C' 21 / G 19 33 Z o I — I L Gsrl 01 ��II I PW_DR� \ 2 21'�V 33 PRE -WIRED COND. m Uwp I OWNER'S SUITE 32 4 PRE -WIRED CLG FAN 3:� 24 I � / CLG FAN —PROVIDE // LIVING D51- STUD J ROOM EA. END / � J KNEEWALL / SWITCH IN / CA51NEt FOR DW KITCHEN-� �N _- C�sFI �� -- 33\�—_ —`-- PAN. / \ 33 6 OPT. 1 _ — 3211 REF CzGFI I I Q j 33 16 2 / 1 33 33 32 ` 33y11 I \ STOR: I \ I ' PRE -WIRED // I I CLG FAN SWIT / �,.( I� ) FLEX 3333 _ '/7�\ \ / FOY II t ®I1 33 32 8/Go I1 ww If `U KEYLESS (13 F(kTURE M PROVIDE SO-D "QO" PANEL LOAD CENTER OR EQUAL SERVICE 12o/240y, 1PH, 3W MINIMUM BREAKER AIC IOK BUS RATING:200 AMP SURFACE LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING CKTS LOAD DESCRIP110N BKR WRE SIZE CKT. NO. WIRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 11 21 8 35 CONDENSER AIR HANDLING UNIT 60 6 3141 8 35 CONDENSER RANGE 50P169 5 6 10 25 WATER HEATER RANGE 50 7 B 10 25 WATER HEATER CLOTHES DRYER 30 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 11 12 12 20 LAUNDRY RECEPTACLE GARAGE LIGHTS AND RECEPTACLES 20 GFCI 13 14 12 20 DISH WASHER DISPOSAL 20 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI 17 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 19 20 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES DINING ROOM RECEPTACLE(S) 20 AFCI 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) TOILET ROOM RECEPTACLE(S) 20 AFCI 12 23 24 12 15 AFCI OWNERS SUITE LIGHTS AND RECEPTACLES BDRM. #2 LIGHTS AND RECEPTACLES 15 AFCI 14 25 26 14 15 AFCI BDRM. #3 LIGHTS AND RECEPTACLES BDRM. #4 LIGHTS AND RECEPTACLES 15 AFCI 14 27281 14 15 IRRIGATION CONTROLS BDRM. #5 LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFCI BDRM. #0 LIGHTS AND RECEPTACLES UPSTAIR LIVINGAOFTS 15 AFCI 14 31 32 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 33 34 SPARE SPARE 35 36 SPARE SPARE 37 38 ISPARE SPARE 39 40 SPARE NOTES: A. CONFIRM BREAKER AND WRE SIZES WITH EQUIPMENT PROVIDED. 24 B. WRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN. C. EACH MULTIWRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. D. PHONE & DATA WRE TO BE CAT 5 E. CABLE TV WRE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. G. MAIN TO ALWAYS BE LOCATED NEXT TO METER. 24 U1H 68 �WH GBOLLARD AS REQ. PER 5LDC CODE � � w WALL MOUNTED z PORCH LIGHT W/SWITCH IN {� ►1 ATTIC � PB 1 FOR0� 136 IRRIGATIONN 13 GRIMES 3 3 OUTLET A — / PORCH CFI 48" AFF. y --- 28 GARAGE CFI 1 I I r I' 1 �_------------ OPT. COACH FIRST FLOOR ELECTRICAL LIGHT METER FIELD VERIFY LOC. 1�O 4M1= E�-ECTRIGAL R15ER NOT TO SCALE. C:ENURAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 57H EDITION (2014), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THLLN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVG CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE SW PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMI`vANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (SEC COPE 4D2) HOUSE PLAN: MODEL "ELLS" LOAD INFORMATION VA 2807 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT 8421 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 3000 1 LAUNDRY CrRCU1T 1500 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 12000 1 WATER HEATER 4500 1 DLSHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 500 1 MICROWAVE 1500 1 REFRIGERATOR 1200 SUBTOTAL OF GENERAL LOAD 38621 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40X 28821 VA a .4 11529 TOTAL NET GENERAL LOAD 21529 3.5 TON HEAT PUMP (W/ 5KW EMERGENCY HEAT STRIP) 21 AMP a 240 VA= 3.5 TON COOLING SYSTEM 40 AMP s 240 VA-- • 9500 NET GENERAL LOAD 21529 NET TOTAL HVAC 9800 TOTAL LOAD 31129 CALCULATED LOAD FOR SERVICE 31129 VA/240 V= ISO AMP 150 AMP SERVICE *WORST CASE SCENARIO - HIGHEST HPAC LOAD USED FOR CALCULATIONS.• _ NEUTRAL CALCULATION: LIGHTING, ALLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA a 1009., REMAINDER a 359. NET LOAD: 6,949 VA RANGE: 12,000 ® 10% 8,400 VA DRY{=R: 5000 a 10% 3500 VA TOTAL 18049 VA NEUTRAL AMPACITY: 18,489 / 240 = 18 A +'2 AL MINIMUM NEUTRAL CONDUCTOR f PROVIDE 302/0 GU, THWN + 1% CU IN 2" CONDUIT OR 3 04/0 AL, THWN + 106 CU IN 2" CONDUIT, (CONDUIT TO TERMINATE A5OVE SOFFIT a OVERHANG.) COM5INATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150A/2P MG5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 5ONDINCG TERMINAL AT LOW VOLTAGE CONNECTIONS GABLE TELEVISION SERVICE ENTRANCE EQUIPMENT - 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). 5/8'' DIA X 8 FT LONG COPPER CLAD GROUND ROD am 1 N. H!ONAL1J HEAGAN bLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wwvu. a bd es i gn g ro w fl. c D m AA #: 0003325 CREEKSIDE LOT #107 A R C H I T E C T S ELEGTRIGAL LEGEND SYMBOL DEFINITION NOTES 125Y OUTLET 29 AMP STNGLE POLE 110V OUTLET 110v OUTLET IR OP OUTLET U11WO TO SWITCH C¢I 110v OUTLET EQUIPED WX~ FAUL KTERUPIER (TAMPER RESISTANT TYPE) 220V OUTLET (4) wIRE COPINECTION E4TERPlPOCF T rl OUTLET INTEIRUP?ER SWITCH SWITCH 3-WAY OF'ER !�4 SWITCH 4-WAY OPER %1 WALL MOUNTED �/ LIGHT CEILING: LIGHT �0yl VP VAPOR PROOF LIGPT r� �QJ RECESSED CAN WALL SCONCE PRE -WIRED �-^� VENT. FAN I CPM PER $ a. F'T. VENT. PAN W/LIGHT CF1'I PER aQ. Et. V FIXTURE (SPECS 1'50 Br BUILDER) FLUOSESCENT B WRAP LIGHT AROUND AROU _ 2' FLUOWSCENT 4' PLUOIR=SCENT 4' TRACK LICsHT —++--rf+—tr-� 0 PANEL METER 1 s 1 SZ) SMOKE DETECTOR 5ATT. BACK-UP W HARDWIRE WALL MOUNTED BATT. BACK-UP 9D. SMCKE DETECTOR W/ HARDWIRE MATT. BACK-UP W/ CARBON MONOXIDE SMOKE DETECTOR COI•IBO HAIWIRE LATER -CONNECTED aHA.LL BE A DISTANCE OF NOT LESS THEN 4' FROM WALL PENDANT LIGHT NATURAL GAS OUTLET TELEPHONE JACK WATER HEATER IGNITFOR SOURCE TO 9E ELEVATED DISCONNECT M A/G AIR CONDITIONING DISCONNECT Tv- TELEVISION JACK CEILING BOX REQUIRM O TO BE SUPPORTED IN ACCORDANCE W/ BOX J-BOX MARKED AS SUCH POR INSPECTION CEILING BOX RrQUIRIEC TO BE SUPPORTED IN CEILING PAN/LIGHT ACCORDANCE W/ BOX MARKED 45 SUCH POR INZfECTICN FLOOD LIGHT OPT. SECURITY KEYPAD I--Q Pa PUSH-BUTTON POR CHIMES USB PORT NOTES: • LOCATION OF TV JACKS E PHONE OUTLETS E FANS TO 5E VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETING:. • ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 5TH EDITION (2014). • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI o ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BAT4-IROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15073 F5CR 5TH EDITION (2014). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING: METHOD SHALL BE NON METALLIC GABLE PER ELECTRICAL PROVISIONS OF F5CR 5TH EC;? (2014). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). • ALL LAMPS SHALL 5E SELECTED 51' 5UILDER AND 75% OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.G. ENER3r CONSERVATION (RESIDENTIAL ENEWSY EFFICIENCY) 2014, 5th EDITION R404.1 I I I I I I I I I I I I L---------------------------------- — I I JI SECOND FLOOR ELECTRICAL PLAN U441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 CREEKSIDE LOT #10"7 P)RO rl cc�� T# 0 moDsta 4EJB "2807- ELLS" 04/05/17 1 /4"= V - 0" I OWNER'S LIVING SUITE v � 411 , - 5° V 12X5 411 0 25CI=M 4� SX4 ,311 10X6 15 CFM OWNER'S BATH C0F 1 3„ —�o F-� L GARAGE r=� M�Q 45 CrMr SX4 45 C W.LC - 12, 12X& TI-4RU FOYER LEEOE-- PORCH DINING ROOM I0X10 250 I O F- H KITCHEN PAN. IOx(0 M5 CEM FLEX ELLS EQUIPMENT 5CHEPULE 5 TONS MFCs CARRIER Cu 251-45C560A rpKw { LL /� AI-4U 1=V4CN500ro FIRST T IU R � A1�C XO UT IPIL N BEAT SEER 14B 14.5 SEER TOTAL CAP 56500 ELECTRIC 205/230/IPI4 E3RKR CU 50 AI-4U 35 REF LINES 1/8" E 3/8" i)ii` m 04/05/17 I � I I I I I I I I II ----------------- I I I I i I I I I I I LAYOUT PL i 04/05/17 SCALM.1/4"=V-0„ mIMCT`i 1 A R C H I T E C T S (U 5 REBAR VERTICALLY - POaR CELL STUDS W' O.C. MAX SEE ENERGY S Ar NBLLLATION R-V 8 SECURE 51"4OM TO S 81MP80N SP2' T1il 2 Pal . 23 DA"Ya z � �� SECURE Bt. tE T 8L .INFf�EP W1 $?� a• SE B . A T SLAB W11,• ANGFIOR T SECURE BT. PL ATE TO SLAB WI 19d I" NCSING Imo" n' O T 'WASHER T' MN�L 32' Or- AX MASONRT' MIL . 32' O.G MAk 6 6 - WIAIIUTA WWII. INl C MAX m'-m' FIN, PLR 04 RE w a o p STOP - 4' CONC. REINFORCED W/ 6'Xb' Q ° _ WL4XWI4 lWWF OR FIf9EIR'IE64 ON 4' CONG. REINFORCED W! b'Xb' WIAXWIA 4' GONG. REiIM'�GFA W/ 6 Xb' _1LXU1.4 4' GONG RERF D W/ 6'Wr' WAMUTA /° W 6-MIL.. VAPOR RETARDER ON U LF OR FIBERME84 ON 6-MIL. VAPOR WUF OR FIB-=4'rSt ON 6 MIL. v4COR W OR FIBER', 614 ON 6-MIL. VAPOR • ° / r' w r WELL -COMPACTED CLEAN FILL, z IiETAIDER ON WELL-COI"IPACTED CLEAN - w RETARDER O1 WE_ CO•IPAGi=� C_EA4 z L' RETARDER ON WELL -COMPACTED CLE €L,II_,-,_ w q - • , TERMITE TREATMENT TO BE FILL TERMITE TREATMENT TO ISE FILL. TFR"IItE 'REA11'1HTlt TO ISE L FILL. TERMITE TREATMENT TO BE _ N U BORA-Clil� APF'LIEP AT f-R1il"Y.a. - 0 BORA-CARE APPLIED AT FR/J' IWN W U 4" o' 4' C2) 5 REBAR ON CHAIRS 4 I'-4" 4' U ,y I'-fl' ° BORA-GAR: M'P RED A7 FiQI.MINCa. m BORA-GARS APPLIED AT FRN'11NG. m 4, !31 9 REBAR ON G4AIRB z j 2, I�_e" l21 5 REBAR ON CHAIRS 12' MRL OUI GRADE ° ®� 8" �,EI L A I'-n 4 i, IN FGAREGROUND 0 (2) 5 RMAR ON CHAIRS L- 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING I —STORY FOOTING I W BLOCK WALL 2 AT L.B.W. (W/ UPLIFT) 2 AT L.B.W. 26 AT L-B.W. W NO —UPLIFT 3 STAIR DETAIL 3A NOT USED SCALE: I'=1'-m' SCALE: I/)••1'-m' SCALE: In'=I'-m' SCALE: 1/2"=i'-V SCALE= 1/)'=1'-m' 4 CONC, REP'F. W/ 6'x6' WAXWIAm WUM ON 6 MIL POLY ETHYLENE vAPOR RETARDER 4' I ,ti , WIAXUNAm 1U11"I w 4' ON YELL -COMPACTED CLEAN FILL TERMITE 6- POLY YLENE 00VAPAR STUDS 16' OL. MAX STUDS 16' OG. MAX - O TREATMENT SHALL BE BORA-CARE A- LL-COMPACTEP CLEAN HEAD O= GARAGE SECURE P.T. BT. PLATE TO VLLV a MASONRY NAIL • 32'(U 5 MBAR Gf•I CHAIRS 4' 4" FI TE TREATMENT SHALL HE SECURE BOTTOM PLATETO STUD W, SECURE DOTTOM PATETO STUDVARIES WITH SLOPE 81MPSON 8P4 .32' OC. MAX SIMP80N aPd .32' OG. MAX 4 THICKEN EDGE HEIGHT GARAGE SECURE DT. PLATE TO SLAB xa' HEIGHT OF G 4RAC=E eEcuRE BT. PLATE 70 S SECURE DT. PLATE TO SLAB W/ Imd AGE STEP—UP ANCHOR BOLT W/ 2' VARIES wIT4 SLOPE MIK OR BOLT MAXa' R 7 MASONRY NAIL • 32. O.G. MAX SCALE: IR'•1'-d)' VON BEARING VARIES WITH SLOPE MN1 . 32' a MAx HILL • 32' OT A _ w 'EPDXY NOT FOR E 'EPDXY NOT ICX. w w , SCALE. In'=1'-m' W DOLTS BOLTS a _ 4 w UAXUIAV w u --fit _ _ >_77 4 �'P ° ° META R ON HELL -COMPACTED CLEAN z q � - I'-O' .QO > , °O ° _ ° P� TERMITE TREATMENT SHALLL BE Q z ro > P WI b'xb' WL4XWL4 a iir_?F�rD - ° ° 4' COVG REIK-0RCED W/ b'X6'WIAXWIA _ '4' C2NG RENFORCED w/ 6'Xb' WI.4XW.4BORA-GARSL ;•_ W/ 6'Xb' WAMUTAIBE SH GN 6-MIL. VAPOR w HALF OR FIBERME8H ON 6-MIL VAPOR F GAIN APPLIED AT FRAMING. ? 4 L_ CEAN FILL TER'i� CAS EO> -1F OR FIBERMEBH ON 6-MIL. VAPOR L 0 RET WELL -COMPACTED GLEAN W - N7 SHALL 6' BORA G 4 RETARDER ON YELL -COMPACTED CLEAN W (2) 5 REBAR ON CHAIRS ITS TREATMENT TO BE 4 6-htlL MLF]VE VAPOR RETARDER w RETARDER ON REATMENT TO 51E CLEAN - U FILL YERHITE TREATMENT TO BE L > UALF OR FIBERMESH ON 6-MIL. VAPOR V z ,,1� FILL. TERMITE TREATMENT TO BE — -g ° '' ° , , , .4" 12�9AREC m R GN GHEAIRB O n, O 4' q• BORA_CARE AF°PLIED AT FRAIMINri m 4• I'_O• 4" BORA-GAIN APPLIED A7 FRN'IING. 4 O• 4• RRETARER ON WELL-CO`1PACIF..D CLEAN z w FILL. TERMITE TREATMf7T1T TO BeBE > lU BAR I'-8" - !2) 5 MBAR ON CHAIRS 9 M' z W !3) 5 REBAR ON CHAIRS 8 !2) 5 RESAR ON CHAIRS zw 4'� ov I L� GARAGE STEP—UP m 4, mU GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. > GA AGE STEP—UP 1—STORY FOOTING NON —BEARING L.B.W. W UPLIFT 2—STORY L.B.W. W UPLIFT L.B.W. W NO UPLIFT W/NO UPLIFT FRONT PORCHES 6 SCALE: =1a' m'-- 6A SCALE: Ia"=r_o 6B SCALE: Ire =r-® C EXTENDED] FOOTING 9AT . _ 5 EXTENDED STEP STENU41-L TO M MIN.3 COURSES SCALE: Ik2'=1'_v E I '•I' GRADE RECESS FOR ?O"z GARAGE DOOR SECURE P.T. at PLATE TO a °a .s m . In'Xa' l:NCFIOR BOLT W/ 2•' SI "I' EMBED. MIN.. 32' oYJ CI) 05 REBAR VERTICALLY W/ 074C. !U Ta MBAR VERTICALLY Ifs. W/ 6'x6' WIAXitIL4m WYM SECURE P.T. DT. PLATE TO SLAB W/ POtL�D rrI L W/ GGNC. POURED CELL 6 IL POLY ETILYLENE VAPOR R ON BELL -COMPACTED In'XS' ANCHOR BOLT W/ 2• _ a' CN1U a' CT1U 7 CLEAN�FILL C� ITS TREATMENT SHALL ° 6- EMBSr MR1 • 32' OC MAX = n O 4 8 4" 11P REINF. W/ 6'x6' NNPILL I IE wYM ON u MIL POLY ETI4YLWe VAPOR RETARDER ON NOTE: OPTIONAL USE OF U w ° L 0_ NOrr. OPTIONAL USE OF 4 GO.ICRETE CURB GARAGE 2'- 4" 5 REBAR ON CFIAIRS I,-��� TREArrlEnt aHSHALL BECLEAN BORA--CARE ITE n' • CONCRETE CURB • GARAGE WALLA TO BS DETERMINED BY q 4. e . Wf b'x6' WL4XWAm WLLM WALLS TO BE DETERMNED BY BUILDER SO aRVISIONL !I1 iTg REBAR ON CHAIRS > 6- POLY ETHYLENE VAPOR BUILDER BY DINSION. STUCCO ER ON YELL -COMPACTED CLEAN a CONCRETE PAD w I FILL TERMITE TREATMENT 84ALL M arOP - at"P CURS HEIGHT VARIES . In'•r_ GARAGE DOOR FOOTING 8L�wv 'xb' WIAM4® W1AM . BOIRA-CARE CURB 4EKsHT VARIES`�I 1LfNE VAPOR - ° ° m w w a RE ON YELL-GCMPAG7ED CLEAN w w q Z - a a.. 8' �•RIE9 ° - FILL T1N'J:ATMENT SHALL tSE z (3) 5 REBAR Oy CHAIRS a z p _ .. . J BORA-CAI E > > z a 0 4' CONC, REINFORCED W/ 6•Xb' IAAXWIA I' RECEas FOR - �. a s°- m 4 ° U W OR FIBER`1E8H ON 6-MIL. VAPOR SOD. TRACK 6, 4' CONC, REINFORCED W/ 6'X6' WULXW.4 _ ° L ° J: IRFTARDER ON WELL -COMPACTED CLEAN FINISH FLOOR !V'!- T. z W !2) 5 1�BAR ON CF4AIR8 - ° RLLF OR PIBERMESH ON 6-MIL VAPOR - • i FILL. TERMITE TREATMENT TO DE w - •. '�'• RETARDER ON DELL -COMPACTED CLEAN . - ° BORA-CARE APPLIED AT FRAPTING. - 4 O ISE f I __ GARAGE STEP—UP z LL Z K 4, ° r-o° 4 l28 5A cl�e�RAON�i LG1,AN�ATTIINIG. �� m 0 4^ & - (3) 5 REBAR ON CFdAIR6°° 2—STORY L.B.W. Imo a' �o-0,��✓�� ` a a i �i ice• EXTENDED -FOOTING c' o ° % �� ,,� ���� �� i��i��i�i�ii��i��✓�%%��i �i✓ GARAGE STEP—UP 6 ✓, /� ri, �� �,� 1—STORY L.B.W. scALe: V2 W UPLIFT 1—STORY FOOTING 2—STORY FOOTING w / E,REw,EDaLaB11m GUC 4EI a AT GARAGE AT GARAGE SLAB AT S.G.D. SHOWER RECESS FOOTER �b @EXTENDED FOOTING „2' DR 8 -1�� �A SCALE: 1/2' 10 SCALE=I'=1'-m 2 SCALE: I/2'=1'-ra' rrr�° SCALE= r=r-m z- CU 5 REBAR VERTICALLY W/ CONC. L POURED CELL L CONC, FEINF. W/ 6'xb' WL4XWL4m WWM BEE ENERGY CODE FORMS FOR = a °.: ON 6-MIL 74.LY ETHYLENE VAPOR 9 INSULATION R-VALUES RETARDER ON WELL -COMPACTED CLEAN FILL I SIR ITE TREATMENT SHALL ISE TEXTURED FINISH ISORA_C� a' cm z_ (2) 5 REBAR ON CHAIRS z In, OTT°. WL BD. 0 AB 7TAT GARAGE TIE vEIRTICAL MBAR �GrrJUTTEv BOND BEAM VARIES PER ELEV. WOOD BASE U SERVICE .DOOR TO HORI2:G11v2 TIE VERTICAL REBAR 7 SCALE: In'=1'-® m'-m' FIN. FLR MBAR UU Im' IaOOC }= TO HORIZONTAL ° GROUTED BOND BEAM � REBAR W/Im'HOOK „AGO NOT USED //^ CAULK n VAR ES PER ELEV. — VARIES PER ELEV. TOP ° I ° . 4' CONC. REINFORCED W/ 61X6' I L� �� / Z ° L z QIL4XWIA WLF OR PIBERMES4 ON ° ' ° GROUTED BOND BEAM LW 6-MIL.-COVAPOR CTERETARDER ON NOT USED C O WELL -COMPACTED CLEAN PILL. POURED LN ° . TERMITE TREATMENT TO BE a' CMU ED L LINE 6' PVC OI RASE THR.1 FOOTING _ �� - • • - BORA-CARE APPLIED AT .'o; . FRAMING. u; z L' (3)5 REISAR ON CHAIRS 2X WALL I 0 G'M1l a G L ,4" - 8" 5' 4' iv I -STORY s m 0 !4)1i'XT' AVGdOR BOLTS a (4)14'M' `in' DRYRWLL (2) 5 REBAR ON CHAR ° U 2'-m' J-BOLTS MRL S' EMBEDMENT W/ 2'X2'XU8' / 2-STORY c` a w U1464ER AND NUT SPACED EvENLY FROM WOOD BASE (91 5 IREDAR Oy CHAIRS LOOR TO BOND BEAM. SET IN KC44OJOINTS °a 2—STORY FOOTING al oPoOURAACCE`PtASSLE IT) " W BLOCK WALL . /TNT. FRAME WALL TO n (1)5 REBAR VERTICALLY W/ CONC. 1tJ SCALE: In"=r-m' 15 BLOCK WALL CONNECTION POUR CELL SCALE: In'•I'-®' . a.' INSULATION R VALUEFORM6 FOR a IL CLEANOUT RECURRED d n ° FOR INSPECTION TION RED 1� GAS LINE THRU BLOCK 1/ �"�' FOR INSPECTION FORINSPEGTIGN In' GYP. uaH. W. I'• -m z W= BABE 1= ° I ° ON 66-MILL POLY EP"LENE VAPOR UAMUIAO I"`"` - Z. " IFI�LL T�cR`1R C" LLE TREATMENT SHALTL 0 CLEAN BE m'-m' FIN. RR m'-m' FIN. FLR eI a O BORA-CARE z TIE VERTICAL REBAR �' TIE VERTICAL RCBAR °° °a ° TO HORZONTAL ° °° ° °° TO HORIZONTAL (U 5 REBAR SET M SIMPSCN 4KsH q I I s ( ° °..a ° REBAR UJ/ Im' HOOK 4.< WISAR W/ Im' HOOK " ST�TIGTH EPDXY 6' 51113ED. MIN. a (2) 5 REBAR • I -STORY �. L (3) 5 WEAR • 2-STORY z 6' PVC CNA9E T1aRU FOOTING ° ° a OUTSIDE REAR TO W L �* °•ram - �. r CONTINUOUS = - - U 4' CONC, REND. W/ 6'xb' WIAXWL40 (U 5 IEDVIEW a 0NO --� LAPPED W, BGTD BEAM 4 HORIZONTAL/VERTICAL UAM ON 6-MIL POLO ETHYLENE (V 5 RISBAR AT CORNERS p 4' a" (2) 5 REBAR ON CHAIRS ° ® 0 VAPOR RETARDER ON - ° - U YELL -COMPACTED CLEAN FILL n � W/ 26' LAP MIN. m TERMITE TREATMENT 84ALL BE a I.-4�� 2-STORY BORA-CARE 2'-1' MIN. LAP f315peaAR GN GHA'R° HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR 1PIPE THROUGH STORY FOOTING E REINFORCING J BEARING CHANGE E= A OMITTTED� DOWELS BREBAR LAP AT FOOTING TYP. REBAR LAP aGALE:In'=r-®' AT LINTEL CORNERS D W BLOCKWALL • ALL ]EXrFE]R]COR 700'7C7E1:;,"S Arr I7I1NTISI-I ST,AB'S 70 I= MIN. 12" BELOW U1[-Z1D7CSTUR]E31=1 SOIL CONTROL DATE: 07/01/15 1 IN, RWIYMLV RL69M.a MIY U4-V V. LONGWOOD, FL 3,2750 PH: 407-774-6078 FAX: 407-774-4078 www. a b d o s i gn g ro u p. c o m AA #: 0003325 CREEKSIDE LOT #107 IPROJMCT# yy 04321.000 MODRU• 4EJB "2807-ELLE" GAAAGE S G8: RIGHT pAa& MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C AY-1aw.i"IITEC STATE: OF FLORIDA JUL 12 D `. 0�4/05/17 C e : 1/4::_1:_O" ET VS> 0 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE 'X" BRACING 18 PRESENT j130 FELT PAPER INSTALLED PER FBCR RB0521 ON i" O.S.B- FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR }" CDX j PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES OVER030 FELT PAPER AT FIRST FIVE BAYS 4'-0" O.G. PLYWOOD SECURED PER INSTALLED PER FBGR CAT SHEATHING SEAMS) 'FASTENER SCHEDULE p CONT. 2x4 RAT RUN SECURED W/ OVER 030 FELT PAPER RW52�S. 1 ON " OB. INSTALLED PER FBGR fiYF=. (2) 12d s a EACH TRUSS TO BE INSTALLED Ia MID. POINT RW521 ON 6" O.S.B. o.H. OF TRUSS PAN, OR 10'-0" O.C. SHEATHING OR 2 CDX PLYWOOD SECURED PER MTL. DRIP EDGE PLYWOOD SECURED FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MAX. SHEATHING OR " CDX 2x PER FASTENER OVER 4'-10" HIGH (SEE SEALED 4 OR 2x6 FASCIA PER SCHEDULE ENG. FOR SIZE AND CONDITION) ELEVATIONS SEE ENERGY GODS FORMS FOR INSULATION R-VALUES 0� VENTED ALUM. SOFFIT° GYPSUM BOARD OR" HIGH TYP" —PRE-ENG WD. TRUSS 24" O.G. STIFFBACK AT ALL SEE ENERGY CODE FORMMTL. DRIP EDGE S FOR O.H. MAX. UPRIGHTS OVER 4'-10" STRENGTH CLG. BOARD PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER HIGH (SEE SEALED ENG. ELEVATIONS i FOR SIZE E CONDITION.) l 2x4 NAILER GYPSUM BOARD OR }" HIGH CONT. 2x4 RAT RUN SECURED W/ 4- MTL. DRIP EDGE STRENGTH CLG. BOARD VENTED ALUM. SOFFIT ,b OS.B. SHEATHING OR }' CDX 2x4 m 24" O.C. e INTERIOR KNEE 2x4 OR 2x6 FASCIA PER (2) 12d's m EACH TRUSS PLYWOOD. ATTACHED PER PRE-ENG. GABLE TRUSS WALL ELEVATIONS GONG. FILLED LINTEL BLK W/ (1) SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE ON SHEET D2 K5 REBAR CONTINUOUS WEEP SCREED INSULATION R-VALUES OR 1/16" ZIP SHEATHING SYSTEM CONC. FILLED LINTEL BLK W/ (1) VENTED ALUM. SOFFIT (SEE DETAIL 5/D3) - (INSTALLED PER MANUF. SPECS.) 05 REBAR CONTINUOUS 1'-0PRECAST LINTEL 2XSECURED TO 5/8" GYPSUM BOAROR 1/2° " 6 P.T. D EMBED. STRAP VERIFY -if-. MASONRY w/ 1/2"x9" A.B. HIGH STRENGTH CLG. BOARD 1/8" THICK, 3 COAT PORTLAND W/ TRUSS PLAN SEE ENERGY CODE FORMS FOR w/ 2" DIA. WASHERS, 'I" IX2 FIRE -STOP V'D CEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN EXPANDED GALMETAL LATH 8 OF EA. END, 32 O.G. I SEE ENERGY GODS FORMS FOR ON FORTIFIBER JUMBOTEX GRADE _,.��1 INDOW ATTACHMENT AS PER WINDOW ATTACHMENT AS PER MAX IN FIELD. " \ J�IANUFAGTURES SPECIFICATIONS THICK, 3 COAT MANUFACTURES SPECIFICATIONS INSULATION R-VALUES D PAPER OVER tYVEK//// PORTLAND CEMENT BUILDING WRAP (REFER TO PLASTER APPLIED WINDOW ATTACHMENT AS PER STUCCO SPECS FOR COMPLETE DIRECTLY t0 MASONRY CONC. FILLED LINTEL MANUFACTURES SPECIFICATIONS INFORMATION) PRECAST SILL BLK. W/ (1) 05 R1=BA'R OR 1/16" ZIP SHEATHING SYSTEM PRECAST SILL CONTINUOUS (INSTALLED PER MANUF. SPECS.) lU 05 REBAR VERTICALLY W/ (1) +B REBAR VERTICALLY W/ CONC. POURED CELL PRECAST LINTEL PRE -CAST CONC. SILL WEEP SCREED --- GONG. POURED CELL � Ix2 P.T. FURRING STRIPS 24" O.C. (SEE DETAIL 5/D3) ° . 5/8" THICK, 3 COAT Ix2 P.T. FURRING STRIPS m 16" O.C. Ix2 P.T. FURRING STRIPS KK 16" O.G. PORTLAND CEMENT " SECURE GABLE TO 2x6 P.T PLASTER APPLIED I/2GYP. WL. BD. PLATE W/ 12d's 8' O.C. MAX 8" CMU 8' GP1U DIRECTLY TO MASONRY WOOD SASE 1/2" GYP. WL. Bp. SECURE 2x6 PT. PLATE TO BLK W/ 1/2' GYP. WL. BD. (I) 05 REBAR i"xg" ANCHOR BOLT W/ 2' WASHER WOOD BASE WOOD BASE VERTICALLY W/ CONIC. �. >. SET IN 51MPSON HIGH STRENGTH POURED CELL 8" CMU EPDXY I" EMBED. MIN. 0 32" OC MAX. 6%" THICK, 3 COAT PORTLAND a CEMENT PLASTER APPLIED LLI Q DIRECTLY TO MASONRY Z d :0 1—STORYo �� • 1—STORY GABLE BLOCK 1= STORY GABLE � NOTE: BLOCK WALL WALL W/ VAULT CLG. PER F THAN 9:12, A - 1=0iR ROOF SLOPES 2:12 TO LESS TITAN 4:12, A (2) LAYER UNDERLAYMENT (D SCALE: 3/4" =1'-m" SCALE: 3/4" = I'-0" B LO C K WALL SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 3 4:12 OR GREATER, (I) LAYER UNDERLAYMENT IS SCALE: 3/4"=V_O. PERMITTED PUT MUST BE PER ASTM D22ro TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 675l 2x4= 2x4: 2X& P.T. SECURED TO SECURE TO BLOCK W/ 2x4= SECURE TO BLOCK ILK' MASONRY w/ 1/2"xS' A.B. w/ IX4 DIAL B CHORD BRACINCs. 2" DIA. WASHERS, 7" MIN. SEE PLAN FOR rAPCONB OR DRIVE PIN emmr r0 BLOCK W/ 9(`' TAR:ONB oR DRIVE PIN (MIN. SHANK SITE .145 TAPCONS OR DRIVE PM (MIN, 814AW SIZE .145 MIN. HEAD SIZE 3WW (MIN. SHANK SITE .14b MIN. I-IBAD SIZE 3WW 8' CT111 EMBEDMENT WITHIN S' OF LOCATION MIN. EMBEDMENT I Y49 MIN. HEAD SIZE 3W0 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X MUST BE JS' DRYWALL EA, END, 32" O.G. MAX IN PRE-ENG'D WOOD WITHIN w Or EAOH END / NOTE: STRUCTURAL 2X MUST BE MIN. EMBEDMENT I Y4) NOTE, STIBICTURAL 2X MUST BE WITHIN $' FAGµ END 4 ON OUTSIDE / SECUREDI'X4' OR I'X2' P.T. NAILER TRUSS (TYP) 4a 24' 8' CMU 18' or,. MAX SPAT-w. WITHIN 8' OF EACH END !�/-N4FIELD. ON OUTSIDE 1 SECURED THROUGH ON OUTSIDE ! SECURED le' O.G MAX SPACING. THROUGH NON-STRUCTURAL' P.T. OR °Ya'X4' MIN. SECURE YHRU O.C. MAX -LrK' DRYWALL 2N`® 18' OC MAX BPAGKKs I'X4' OR 1'X2' P.Y. NAILER NON-STRUCTURAL 9b' 7APCON THROUGH NON-BTRICYURAL 96`' 2X6� TAFGON MK»L I,11 EMDME�It SIMPSON SECURE TO BLOCK w)2-%' 2Xbm ❑ FRAME / EXTEND RI INTO BLOCK W/ ❑ Ix4 P.Y. OR %Ix4' MIN. MIN I-Yi EMBEDMENT INTO INTO BL MIN. I-Y4 EMBEDMENT Sl-1/4' 70 BLOCK INTO BLOCK rAPGONB OR DRIVE PIN SOCK SECURE t0 BLOCK INTO BLOCK W/I-1/4' TAPGCNB OR 94' TAPGON6 OR DRIVE PIN SECURE TH31 FRAME 4 (MIN. SHANK sim .146 WR-94' TAPCOI OR MIN. SHANK BITE .I45 i-16-16 ❑ EXTEND I-Y4 INTO DLOGG MIN. HEAP SIZE 3W0 , CMU DRIVE PIN DRIVE PIN MIN. HEAD SIZE 3WW 8 ITYP) VERIFY W/ 9f.' TAPCONS OR DRIVE (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .148 , CMU ❑ MIN. r-1 I PMENt I -A' PIN MIN. EMBEDMENT 1 Y4) : DRYWALL 6' CMU MIN. HEAD, 812E 300 , W/ TRUSS PLAN WITHIN B' OF EACH END ! MIN. HEAD SIZE 300 DRYWALL WITHIN 8' OF EACH END 1 18 O.C. MAX -I N. SHANK SIZE .145 'X4' OR I'X2' P.T. NAILER ' ORYWAI-L MIN. EM�DMENT I A,) SPACING 1s, O.G. MAX SPACNG. MIN. EMBEDMENT 1 Y4) 1'X4' OR 1'X?' P.T. NAILER MIN. HEAD SIZE "0 ❑ WITHIN S' CF EACH END 1 'X4' OR I'X2' P.T. NAILER WITHIN 8' OF EACH END, / 2X8,® ❑ UK' O.G MAX SPACING. El MIN. EMBEDMENT I-Ya' 18' OG MAX SPACING. WITHIN e' OF EACH ENP ! SECURE TO CLOCK W/!-9i`' D R C X N MIN. 2X8� 2X8sg 'j{I' ORB. X 4' MIN. N!' O.G. MAX SPACING TANGONB OR IMJ PIN DOOR CASING POOR CASING RECUR€ TO BLOCK W/I-I/4' DOOR CASING (MIN. SHANK SITE .145 SECURE 70 ®LOCK Wa-9b' DOOR CASING tAPGQNb OR DRIVE PIN DOOR CASING POOR JAMB OR WINDOW '7 MIN. HEAD 812E 300 TAPCON6 OR DRIVE PIN MIN. EMBEDMENT I Y4) DOOR JMTB OR WINDOW (MIN. SFIANK 812P .145 POOR JAMB OR WINDOW ATTACH TO IX PER"1ANUPAGrUFES DOOR JAMB OR WINDOW (MIN. SHANK 812E .145 DOOR JAMD OR WINDOW WITHIN 8' OF EACH END 1 ATTACH TO ZX PER MIN. HEAP 812E 300 ATTACH t0 2X PER DETAILS. ATTACH TO 2X PER MIN. HEAD SIZE JIM ATTACH TO 2X PER MIN. EMBEDMENT I)d) MANX-AFTURE6 DETAILS. MAWUFACTUREB DETAILS. MANUFAGY11RE6 DETAILS. 18' O.C. MAX SPAFMCs. MIN. EMBEDMENT i Ya') MANUFAC'I11RE6 DETAILS. WITHIN 8' OF EACH END ! NOTE: SHIM AS NEEDED 70 PLUMB NOTE: SHIM AS NEEDED TO PLUMB WITHIN 8' OP EACH END 4 NOTE: 8HKM AS HEEDED TO PLUMB O.C. 18' MAX SPACING. NOTE: SHIM A8 NEEDED TO PLUMB SHIM AS SHA6 NEEDED TO PLUMES JAMB (DO NOT EXCEED Y') JAMB !DO NOT EXGd=ED Y4) JA"'tB (DO NOT EXCEED Y4 ) 18' O.G. MAX SPACING. JAMB (DO Nor ExcEED Y4) JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLACK +1-15 /18" DOOR JAMB TO BLOCK +9" DOOR JAMB TO BLACK +3-7/16" DOOR JAMB TO BLACK +914 OR +5/4 (� WINDOW TO BLACK +3/4 OR +6/4 C WINDOW TO HOOCK +1-15 S' (E W1IKDOW TO BLACK +3" G WINDOW TO BLOCK +3-7 I6' J WIIO]OW TO BLOCK +9/T DR +6/4 310 = - �f Ee 3/8'=1'-0' SCALE: 3/b'=I'-0 SCALE: 3/8'•I'_0' 2x4:. 2SECU=RE TO BLOCK UL( %, SECURE TO BLOCK W/ 2X4:= SECURE SECURE TO BLOCK W/ 9(.' 7APCONB OR DRIVE PM SECURE TO BLOCK Wd4' TAPCONS OR DRIVE PIN (MIN. SPANK, SIZE .10 TAPGGNS OR DRIVE PIN %, TAPGONB ORDRIVE PIN (MIN. SHANK SIZE .145 Mtt�L HEAD SIZE 300 (MfN. SHANK SITE .145 LONG. POURED MIN. HEAD SITE 30W (MIN. 64ANK 812E J45 meµ, EMBEDMENT 1 Y4) WITHIN LINTEL COURSE MIN. HEAD SIZE "0 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya') WITHIN MIN. EMBEDMENT I A) WITHIN 8' OF EACH END 4 18' OG. NOTE: STRUCTURAL. 2X MUST MIN. EMBEDMENT I Y41) NOTE: STRUCTURAL 2X MU87 8' OF EACH END t le' O.G. MAX SPACING. WITHIN 8' OF EACH END ! e' OF EACH END ! 18' OZ. NOTE: sTR1cTURAL 2X MUST BE ON OUTSIDE ! SECURED : BE ON OUTSIDE 4 SECURED MAX SPACING. MAX SPACING. 2X6� IS O.G. MAX SPACING. BE ON OUTSIDE !SECURED SECURE TO BLOCK tHROUCsFI NON-STRUCTURAL 2X6s� THROUGH NON-$rRICTURAL 2Xb:m 2X6� THROUGH NON-STRUCTURAL 9(i' TAP GON MIN. I-Ya' ' , 9(r' TAPCON MIN. 144- DRIVE rAPCON6 SEFURE TO BLOCK UU-I/4' E EDMEN MIN. I-Ya s RING SHANK �uN NAILS c oc- SECURE TO BLOCK PI N�,' BEFORE TO BLOCK WR-9(r' DRIVE PttJ EMDEDMENT INTO BLOCK TAPGONS OR DRIVE PM EMBEDMENT INTO BLOCK roP e sorrorl Eo�Es T IN. SPA OR DRIVE PIN (Mlk SPANK B OR DRIVE PIN EMBEDMENT INTO BLOCK IX4 $YP LATERAL CMK'L SHANK SITE .145 (MIN. SHANK 51TE ,145 IMIN. 8µANK 812E .148 /MIN. SHANK 612E .145 _ MIN. HEAD SIZE 300 MIN. µFAD SITE 3W0 MIN. HEAD SIZE 300 8' CMU MIN. HEAD 612E 300-LrMIN. EMBEDMENT I Y4) MIN. EMBEDMENT 14') WITHIN 8, GMU MK EMBEDMENT I A9 yK: DRYWALL MIN. EMBEDMENT I Y4') 8' CMU MAX a TRUSS BTM. O.G. WITHIN 6' OF EACH END 1 WITHIN 8' O`-" EACH END , , WITHIN 8' of FAGµ END 1 18' OG MAX SPACING. 8' CrTU 8' OF EACH END 4 18' O.G ® )S' DRYWALL 12' DRYWALL 4 10' OG. MAX SPACING I'X4' OR I X2 P.T. NAILER 18' OL. MAX SPACING 15' DRYWALL MAX 6PACINCs ® X4' OR I'X2' P.T. NAILER 2� m 2Np 2X SECURE TO X4' X I'X2' P.t. NAILER GI 10RZ% SECIjRE W/C3) 10d yx8;m ® I'X4' OR I'XJ' P.Y. NAILER ZkB� COR CASING SECURE TO BLOCK 6YRUGTURAL MEMBER 2X8� ❑ " P.T. X d' MIN. SECURE ro BLOCK W/2-i(•' ooR CASING SECURE TO BLOCK W/2-9�' SECURE TO BLOCK WA-I/4' NAILS eK EA. TRUSS W/!2>I2d WITHIN a' OP EACI4 W12-%- TAPCONB OR tAPGONB OR DRIVE PIN OOR CASING CHORD TAPCONB OR DRIVE PIN TApCON6 OR DIVE PIN END ! b' TO 8' OG MAX (MIN. 6µANK SIM .145 (MIN. SHANK SIZE J45 DRIVE PIN (MIN. SHANK 812E .10 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW M 1MIN. SPANK 11E 3)00 DOOR B WINDGiU MIN. E BEDS'1MENt) GABLE END B R AC IN G MIN. EMBEDMENT I Y41 WITHI ATTACH TO 2X PER MIN. EMBEDMENT i Y1) WITHIN ttACµ t0 2X PER DOOR JAMB X WINDOW 49 8' Or EACH END 4 18' O.C. MANUFACTURES DETAILS. 8' OF FAGµ END 4 18' OL. MANUFACTURES DETAILS. MIN. EMBEDMENT 1 A' ATTACH TO 2X PER WITHIN 8' OP EACH END 4 'gANUPA,CNIMS DETAILS. MAX &PACING. WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. 18' OZ. MAX SPACING. MAX SPACING. : SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED t0 PLUMB✓- 18' O.C. MAXMAk SPACING. NOTE, SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEf_DED t0 PLUMB JAMB (DO NOT EXCEED Y49 JAMB (DO NOT EXCEED YV JAMB (DO NOT EXCEED Y4') JAMB (DO NOT EXCEED 44') DOOR JAMB TO BLACK +1-I/2" DOOR JAMB TO BLOCK +2 1�1�! DOOR JANB TO BLOCK +3' DOOR JAMB TO HIACR +3 3/4" v r� in>1 WINDOW TO BLACK +1-1/2" inl WINDOW TO HI.00K +2 1!4 ". n WINDOW TO BLOCK +3" ivrl WINDOW TO HLOCK +3 314' __ e SCALE: 3/8'=1'-O' i' SCALE: 3/8'=1'-0' ` SCALE: 9/8'=I'-0' tt SCALE, 3/8'=I'-0' Ci . 4 _1 FASTENER SCHEDULE NAIL REQUIREMENTS TOP CORD BLOCKING AT 4' zIn �. u' r ' —� �z USE 'i/Ib" ObS 5. OR 1/2' CDX PLY WITH •8 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND, 08 RING SHANK GUN NAILS AT WOG. AT SIZE HEAD LENGTH DIA. ENSILE STR O.G. MAX. IN FIRST 2 FRAMING z " . TYP. EXT. SHEATHING AT-rACHMENT a u SPACES AT EACH END. o FOR SHEAR 4 UPLIFT (04.5. TO BE STRUCTURAL N E O "K3 2' DECK SCREWS ®b'-8' z w 8d ROUND) OPINE OR T 1 '1/8" INTERMEDIATEIN RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE z NOT EXCEPT OPENINGS � ® w ` � � O.C. MAX ®EDGER 4 12' OG. �n 10d ROUND MODIFIED 2 I/8' 28 170000 TSUPPa� gun EDETAIL eAMP oR T ROOF SHEATHING REQUIRED ff ° MAX IN FIELD. UNTHREADED WI 08 RING SHANK GUN NAILS USE 4 GUN NAILS • 4 -O- - " .C. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. a< ° 'SHANK t0 EXTEND BEYOND' z ° ®b' O.G. IN FIELD STAPLE, NAIL 4 TOOL ASSOCIATION 0 o THICKNESS OF SUB -FLOOR o EXTERIOR SHEATHING I. 0.113 INCH NOMINAL SHANK DIAMETER z SHEATHING USE I/2' CDX OR i/Ib' OSB PLY WITH wb RING SHANK GUN NAILS AT b' OG. AT 2, RING DIAMETER OF 0012 OVER SHANK DIAMETER p! PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT b' O.G. AT 3. Ib TO 20 RINGS PER INCH 10 ° INTERMEDIATE SUPPORTS. SEE DETAIL. 4.0280 INCH FULL ROUND HEAD DIAMETER ROOF 5HEATi4ING LAYOUT NOTE: RING SHANK GUN NAILS SHALL (I PERMITTED AS AN I AND ENDWALL BRACING TYP. 3/4" T4l5 SUB -FLOOR DECKING GLUED TO TYP. EXT. SHEATHING ATTACHMENT FOR ROOF OR 7/I6" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 5. 2 INCH NAIL LENGTH ILDING LENGTH k —OF CzABLE END -NAMING i— ALL EXPOSE'_D MEMHERS SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) ACCEPTABLE FASTENER FROM ANY MANUFACTURER 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 iq ,e r e 04/05/t'7 01 FI5ELAS5 SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN R9052.1 ON F1" O.S.B. TRUSSES At FIRST (5) FIBERGLASS SHINGLES OVER PROVIDE SAY SHEATHING OR CDX BAYS 4'-0" O.G. (AT 030 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAP15) APPROVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER EMBED. STRAP 030 FELT PAPER INSTALLED O.S.B. SHEATHING OR �" CDX CLEAR VENTILATION VERIFY W/ TRUSS PER FBGR R9052.1 ON SCHEDULE PLYWOOD SECURED PER PER FBEG R402.23 PRE-ENG WE). TRUSS PLAN O.S.B. eq EATHING OR J" CDX FASTENER SCHEDULE24' O.C. MAX. �PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS SEE ENERGY CODE FORMS MTL. DRIP EDGE MTL. DRIP EDGE SEE ENERGY CODE FORMS MtL. DRIP EDGE `• PRE-ENG WD. TRUSS WOOD sl-+EAT�+IN6 FOR INSULATION R-VALUES _ .H. FOR INSULATION R-VALUES. 2X4 OR 2X6 FASCIA 5/8" GYPSUM BOARD OR I!2° 2X4 OR 2X6 FASCIA 24 O.G. MAX. 2x4 OR 2x6 SUB -RAND PER ELEVATIONS 141Cs1 4 StRENCstI I GLCs. BOARD R ELEVATIONS 5i I" STU LAYER T, colNt. 2x4 RAT RUN SECURED PER ELEVATIONS s GYPSUM BOARD OR HIGH STRENGTH CLG. DOUBLE TOP PLATE VENTED ALUM. SOFFIT 12d's a EACH TRUSS VENTED ALUM. SOFFIT WRB LAYER 02, FORTIFIBER VENTED ALUM. SOFFIT �" SEE ENERGY CODE FORMS FOR BOARD WINDOW HEADER SIZE VARIES ` ' BUILDING: PAPER I/2" CDX OR 1/16" OSB INSULATION R-VALUES METAL LATH oN PER WINDOW OPENING SEE SECURE TO WALL PER I,ramm UPLIFT SIMPSON " FASTEN To WOOD STRUCTURAL DEADER SPAN CHART FOR FASTENER 5C+-IEOULE 5/8 CsYPSUM BOARD OR CONNECTOR SP2 a EA. MEMBER ®�" O.C. MAX 1/2" CDX OR 1/16" 055 DETAILS 1/2" HIGH STRENGTH GLG. 2X8 STUD -1/8, TEXTURED SECURE t0 WALL PER ON SHEET D2 BOARD 2x8 SYP �2 FASTENER SCHEDULE 6" ZIP DBL TOP FINISH e WOOD WINDOW ATTACHMENT AS PER OR 1/1 ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUBLE TOP PLATE "M" TYPE CONTROL JOINT OR 1/16' TIP WINDOW SILL ) PER WINDOW OPENING SEE ZIP SHEATHING (INSTALLED PER WINDOW HEADER SITE VARIES PLATE FRAME t0 BLOCK SHEATHING SYSTEM MANUF. SPECS." CONNECTION SEE DETAIL Zx6 STUDS 16" O.G. MAX W/ HEADER SPAN CHART FOR (INSTALLED PER INSUL, SEE ENERCsY CODE DETAILS SYSTEM (INSTALLED DRY WALL 6' METAL LATH STRIP MANUF. SPECS.) FORMS FOR INSULATION WINDOW ATTACHMENT AS PER PER MANUF. SPECS.) �WWIDE STRIP SELF 1/8" THICK, 3 GOAT R-VALUES MANUFACTURES SPECIFICATIONS OR 2" TDI6 O.G. MAXWITH ITSADNESIvE FLASHING:, GLEAN WINDOW SILL EMBEDMENT AND 2 ° TEXT BEFORE APPLYING: 1/8 THICK, 3 COAT , CEMENT PLASTER ' t 4 G SUBFLOOR GLUED AND CEMENT PLASTER WALL FINISH a MASONRY APPLIED TO METAL SCREWED AS PER FASTENER APPLIED t0 METAL 2x6 STUDS m 16 O.G. MAX W/ SHEATHING DIA. WASHER LATH OVER 2 LAYERS ;, SCHEDULE ON SHEET D2 LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE 8' CMU OF GRADE "D" OF GRADE 'D" FORMS FOR INSULATION 2x8 SYP #2 PI BUILDING PAPER OR R-VALUES WOOD STUDS a A OX PAPER BACKED LATH PBUILDING PAPER OR APER BACKED LATH ill # G SUBFLOOR GLUED AND AT 12" O.G. MAX �� VERTICAL CONTROL OVER AN APPROVED OVER AN APPROVED SCREWED AS PER FASTENER BETWEEN DISSIMILAR HOUSE WRAP HOUSE WRAP SCHEDULE ON SHEET D2 r O z: soL PLAT (1) COURSE TIE -BEAM MATERIALS POURED SOLID WITH SCALE: DETAIL 5 PRE-ENG FLOOR TRUSS z GONCRETE. (1) *5 N.T.S. (INSTALL PER MFG. SPECS.) Z REBAR HORIZONTALLY GONG. FILLED LINTEL" GYPSUM BOARD OR }' HIGH O 4 3/4" T 8 G SUBFLOOR GLUED DETAIL 5 WEEP SCREE BLK. W/ (1) 05 REBAR SttaEN�tH cLG. BOARD � � � ASTM 926-C e 63 C PRECAST LINTEL AND SCREWED A� PER CONTINUOUS IX2 NAILER/DRAFT SLOP PRE-ENG FLOOR TRUSS FASTENER SCHEDULE ON u1 (SEE D I 2/D ) 1 WINDOW ATTACHMENT AS SHEET D2 1 (INSTALL PER MFG. SPECS.) i- (L PER MANUFACTURES I (GYPSUM BOARD OR z U SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. �' SEE ENERGY CODE FORMS CaH STRENGTH GLG. BOARD 111 � � I CMU) W/ (5) 126 NAILS a EACH FOR INSULATION R-VALUES IX2 NAILER/DRAFT STOP Lu O PRECAST SILL TRUSS PRECAST LINTEL z *5 REBAR 10 16" GONG. FILLED LINTEL BLK W/ ` (1) »5 REBAR CONTINUOUS Z LuO.C. MAX, IN PRE -ENG FLOOR TRUSS WINDOW ATTACHMENT AS PER w CONCRETE ( INSTALL PER MFG. SPECS.) MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS Z POURED CELL, Ix2 P.T. FURRING STRIPS 5/8" THICK, 3 GOAT FOR INSULATION R-VALUES O 0 VERIFY PER 16" O.G. GONG. FILLED LINTEL f5LK W/ PORTLAND CEMENT PRE-GA6t CONCRETE SILL PLASTER APPLIED PRECAST LINTEL Q La PLAN. S" GMU (I) *�✓ REBAR CONTINUOUS DIRECTLY TO (1) "5 MBAR VERTICALLY WINDOW ATTACHMENT AS PER Z MASONRY W/ CONC. POURED CELL I/2 " GYP. WL. BD. R I B B O N ° 5/8 THICK, 3 COAT MANUFACTURES SPECIFICATIONS O O R-4.1 # Ix2 P.T. FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL INSULATION C1) 4 CONTINUOUS REBAR FASTENING DETAIL STRIPS tv 24" O.C. PLASTER APPLIED WOO8' CMU DIRECTLY' D BASE Y TO `' ° � SCALE: 3/4"=1'-0" (1) *5 REBAR VERTICALLY Q O "4 REBAR 46" LONG In,, GYP, WL- BD. MASONRY W/ CONC. POURED CELL z WO BASE (X 4 IL p W/6" HOOK a 24" O.C., Hi Ix2 P.T. FURRING - q Q MIN. 24" IN SLAB ROOF Tftsa UPLIFT .� P ° Z n STRIPS a 24" O.G. p ( '-0' (MIN. �EHCOIiRNOT 2 FIN. FLR 8' GMU o�N FOR N SLAB CLARITY IEEE ° w GYP. WL. BD. O I SHOP DWG:.) z WOOD BASE 0-0 Z o o FIN.FLR 3 1/2" GONG., REINF. W/ 6"x6 WALL ° ° W1.4XWI.40 WWM ON 6-MI1- EXTERIOR w.aL! SECTION — 4- POLY ETHYLENE VAPOR .auearHiNG S FASTEN EACH STUD WOOD p 4 RETARDER ON W/ DBL. TOP PLATE 2—STORY 2—STORY WELL -COMPACTED CLEAN W/ PEU810R MANUF. NAIL PER MANUF. SPECS. •. .. st G �° FILL TERMITE TREATMENT WALL WALL FRAME TO SHALL BE BORA-CARE SECTION AT TOP SECTION SECTION LOCK WALL u- (3) *5 REBAR CONTINUOUS OF EXTERIOR WALL SCALE: 3/4"=1' SCALE: 3/4"=1' ON CHAIRS SCALE: NTS -(0 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 030 FELT PAPER PRE-ENG GABLE TRUSS OVER �"30 FELT PAPER PRE-ENG GABLE TRUSS NOTE: EXTERIOR WALL Sr INSTALLED PER FBCR SPF STIFFBACK (SEE SEALD TRUSS INSTALLED PER FBCR R9052.1 ON 0.5.B. SPF StIFFBAGK (SEE SEALp TRUSS DIAGONAL BRAGS � (WALL SUEAT�-IING3 N SHOWN FOR CLARIT R905.2.1 ON � O.S.B. ENG. PACK FOR SIZE 4 CONNECTION) ENG. PACK FOR SIZE 4 CONNECTION) CENTER OF TRUSS �� SHEATHING OR CDX2X4 B SPF BLOCKING BETWEEN SI-#EAtHING OR � GDX SPF BLOCKING BETWEEN SPAN OR HIGHEST FASTEN USI�ST 48 STRAP S TO BLOCK W PLYWOOD SECURED TRUSSES At FIRST BAYS 4'-0" PLYWOOD SECURED TRUSSES At FIRST (5) BAYS 4'-0' RIDGE. DIAGONAL FASTENERS AS 5iOWN. INSTAL PER FASTENER ,2x4 O.C. (AT SHEATHING SEAMS) PER FASTENER SCHEDULE O.G. (At SHEATHING SEAMS) BRACE '- BE m ANY CE 8r ®EA. END LLO SPACE srRAM SCHEDULE NOTE' SPAN 15'-0" OR i-I0 MPH 'C': 32' o. ' 's 32' MtL. DRIP EDGE GREATER. REFER TO -160 MPH 'c'. 32' o. MTL. DRIP EDGE DIAGONAL BRACE a 2X4 OR 2X6 FASCIA TRUSS ENG. FOR I140 MPH c' 48' o. PRE-ENG Wp. TRUSS 24° CENTER OF TRUSS SPAN OR PER ELEVATIONS PRE-E G Wp. TRU S Z ADDITIONAL O.G. MAX. HIGHEST RIDGE. DIAGONAL SECURED W/ (3)12d O.G. MAX. HORIZONTAL TRUSS TOP OF STUD WALL_ 2X4 OR 2X6 FASCIA BRACE TO BE a ANY SPAN NAILS REINFORCEMENT. SOLE PLATE PER ELEVATIONS 15'-0' OR GREATER REFER SECURED W/ (3) 12d SECURE TO t0 TRUSS ENG. FOR SEE FASTENER SECURE TO 0'-0" TO 30'-0' (I) v NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE 0 1/2" CDX OR 1/16' OSB (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 (1) X-BRACE TOPa- FASTENER SCHEDULE 0'-0" t0 30'-0' C1J 1/2' CDX OR 1/16" 055 s CENTER AND (2) MASONRY WALL ON SHEET D2 X-BRACE SECURE TO WALL PER BRACE DIVIDED ZIP SHEATHING 30'-1' TO 60'-0' (3) FASTENER SCHEDULE EQUALY FROM CENTER TEM SYSTEM SYSTEM (INSTALLED PER ',fin X-BRACE (1) X-BRACE ON SHEET D2 TO END MANUF. SPECS.) , a� CENTER AND (2) OR 1/16' ZIP SHEATHING ` : " _ i " 1�� CMU ®LOCK WALL BRACE DIVIDED SYSTEM (INSTALLED PER GONT. 2x4 SPF RAT RUN SECURED W/ 2-STORY WEEP SCREED, SEE DETAIL 5, SHEET D3 CONT. 2x4 SPF RA RUN SECURED W/ (2) 12d's a EACH TRUSS EQUALY FROM CENTER TO END MANUF, SPECS.) 2X4 W/ 3/8' X 5 LAC: l2) 12d's EACH TRUSS GABLE END PLACE STRAPS SPACED AND FASTENED AS SHOWN WITH ONE ADDITIONAL STRAP At EACH WINDOW KING STUD MIN (10) 10d COMMON NAILS INTO STUD (0.148 DIA X 1 1/2' LONG) 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/ (T) 3/I6' DIA X 1-1/4' LONGTAPCON MASONRY SCREWS t 2X6 P.T. SECURE W/ (2) 2x4 *2 S.Y.P. DIAGONAL BR4GE W/ ®32 (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ O.C. MAX. OR (3) 12d's a EACH TRUSS pIAGONAI< CROSS 1/2 X9 ANCHOR (3) 12d s a EACH TRUSS DIAGONAL GABLE SIMPSON META-24 g BOLT 32" O.C. MAX. X-BRACING t0 COVER 5-TRUSSE5 32' O.G. MAX. X-BRACING TO COVER 5-TRUSSE6 EXTERIOR STUD WALL CONNECTION X—BRACING BRACING NAIL GABLE TO 2X6 5/8' GYPSUM BOARD OR 1/2" HIGH DBL TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH 8 TO FIRST FLOOR MASONRY WALL W/ 12d NAILS 6 O.C. SCALE: 3/4 =1 -0 2X STUD I6' O.G. MAX. STRENGTH GLG. BOARD SCALE: 3/4" = I' -0" 3 scALE, NTS MAX. STF�ENGTH GLG. BOARD uo>3 OT Y) LL tH L WS: c. c. c. C. "ARCHITECTS 1441 N. HUNNLU KLAUAN [SLYU. LONGWOOD, FL 32750 PFI: 407-774.6078 FAX: 407-774.4078 www. a bdesigngroa p. com 0003325 SUBDIV. do w CREESIDE LOT #107 PROJMCT# 04-321.000 MOnEMA 4EJB "2807—ELLE" G GIc Spa; RIGHT PIGR: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP, C STATE OF F WA JUL 12 2017 �p 04%05/17 0 1/4"-1'-0:> "ARCHITECTS 1441 N. HUNNLU KLAUAN [SLYU. LONGWOOD, FL 32750 PFI: 407-774.6078 FAX: 407-774.4078 www. a bdesigngroa p. com 0003325 SUBDIV. do w CREESIDE LOT #107 PROJMCT# 04-321.000 MOnEMA 4EJB "2807—ELLE" G GIc Spa; RIGHT PIGR: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP, C STATE OF F WA JUL 12 2017 �p 04%05/17 0 1/4"-1'-0:> R *NOTE: NAIL 5HEATHING TO ALL 2X AS PER EXT. SHEATHING NAILING, Sd 4" O. X �=DGES 4 G "-8" O.G. MAX IN THE 1=(ELD 2x RIDGE ONE slzE LARGER SECURE 2x6 MIN TO BLK W/ (2) "XS' A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SIZE 11-11'q W/ 2'X21 WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN, (4) Imd GUN NAILS CsAR,4CsE DOOR H IN JOINTS PRIOR TO FILL lG D5L. TOP PLATE 0 2x4 COLLAR TIE AT EVERY OTHER DBL. TOP PLATE 2X4 16" O.G. MAX. RAFTER W/ 2x4 16' O.C. MAX SECURE 2X4 TO E ° MIN. (3) I2d NAILS OR j FFWOOD Wn-I2d ® 6'-S' MIN. C4) Imd GUN NAILS O_G. STAGGERED 2x RAFTERS-___,_,- SECURE 2X4 W/ 2-1/4' SECURE 2X4 W/ 2-Wb' TAPGONS OR DRIVE PIN TAPCONS OR DRIVE PIN = ix8 NAILER SECURE TO TRUSSES (MIN. SHANK SIZE IV MIN. (MIN. SHANK 512E .14$ MIN. SECURE 2x4 ON NAILS5ELO1 R HEAD SIZE 3m0 C2) I2d NAILS OR �o HEAD SIZE 3mm MIN. FLAT 70 BLK (3) Imd GUN NAILS ®EA TRUSS EMBEDMENT 1 Ya' W/IN EMBEDMENT I Ya' IN 8' EA END NOT 18 EkC A EA. END NOT E ED W/ GUT NAILS. ST. PLA ISO AXr77A SIDES:Low 2X6 GARAGE DOOR BUCK W/ (5)RAFTER TOTRUSS MTS-12 ,,n X�'XS" A -BOLTS 4' EMBEDMENT MIN. CREATE VOID FORPENETSTTRAP ON 2X4 50 BLOCKINGz W/ VXVA WASHER AND NUT SECURE SHEATHINGS SPACED EVENLY FROM FLOOR TO ROOF DECKING OVER 2 BLOCKING 1/2, CDX WITH MIN. 2-I2d PER BLK GARAGE DOOR HDR IN JOINTS 5E T HE CKING EA. END PRIOR TO FILLING. PRE-ENG TRUSSES WITH M 2-12d PER BLK 1-2X6 PT BLOCK o CENTER OF PRE-ENG. TRUSS EA END DOOR HEADER WKI) h'X8' J-BOLTS EXTERIOR ARCHWAY EXTERIOR ARCHWAY o o ALTERNATE CONNECTION CONV. FRAMED ROOF 2 4' EMBEDMENT W/ 2"X2'XY®' WASHER MSTA-24 RAFTER TO 5LK'G 4 AND NUT. SCALE: I/2'=1'-m' WITH WINDOW scALE: in°=r-m' BETWEEN tRusSEs 1 SCALE:1n'=1'-m' 2X4 SECURED TO " 1115 UPLIFT GA5 NG W/(2)12d 0 NOTES: m CONNECTOR VERIFY W/BUSS 6 ® SIMPSOM HTSM2m ALL. ANCHORS &,4ALL 5E IN / ANCIEETO MANUFACTURERS INSTALLATION INSTRUCTIONS WHERE FRAMING PLAN ANW11Imd TO TRUSS 2X GU D t0 OUSLE TOP PLATE AND C4) I/4' x 2 I/4" i' SUCH INSTRUCTIONS ARE MORE STRINGENT TAPCONS TO CONT r' AS RIPPLE STUDS • 16' O.G. POURED LINTEL W 2)1 EA. UPRIC#T GARAGE DOOR MAXIEE » 1000 UPLIFT _ 3 BUCK ATTACHMENT HEADER SIZE PER :. SIMPSON LSTA-12 0 EA. JACK (2) SIMPSOM PTSM20 \ ` v SCALE: 1n'=I'-m" SPAN CHART. STUD, BOTH SIDES OF OPENING. INSTALLED ON OPPOSITE FACES OF BLOCK WALL L-30 a ' CDX PLYWOOD Zx STUDS ® 16' O.G. MAX W/ W/Im Imd TO TRU56 . GAELE BLOCKING SHEATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4" TRUSS 2x4 BLOCKING DOOR WITHIN J' OF WINDOW/ DOOR TAPCONS TO CONT m EA. RAFTER OPENING OPENING AND SECURE PER POURED LINTEL L _ L-30 EA RAFTER � RAFTER i \ \ 2x4 RAFTER • 24' O.C. 2x4 FRAMING (TYP) 0CN.T.5.LOSED VALLEY FLASHING DETAIL FRAMED OVERHANG 5 2X4 DEL 5P4*32' O.G. MAX 2X4 DBL. 2X4 TOP PLATE In" CLG. BOARD TOP PLATE TOP 4 BOTT TOP PLATE -� _- PRE-FAE P5E-FA8 PREFAB nTRuss 1n' cLG. BOARD rRuss T�S�AB " GLC- ESOARTRUSS In' GLG. BOARD D GOAT. METAL n' DRYWALL TRACKS, TOP 4 ^(� 2X4 WOOD BOTTOM Y sruDs ®16' O.C., U.ON. In" DRYWALL In" DRYWALL 2X4 CONT . 2X4 WOODT• STUDS o16" SS STRESS m CHANNEL SNAPPED O.C„ U.O.N.LOCKING 2X4 WOOD FLOCKING STUDS 24' O / MID -WALL SECURE 5T. PLATE 57UD5 a24' MID -WALL O.G. LAYER Q�NN SECURE Bt. In'k9' TO SLAB W/ Imd 7Y M Jw PLATE TO SLAB In' DRYWALL 32'CCCiii��� T' MASONRY NAIL + W W/ Imd MASONRY E t 32" O.C. MAX ATT D TO EACH R NAIL a 32' O.C. 2X4 PT. SID a 2' O.C. J I MAX SEE FOUNDATION PLATE GONG. SLAB FOR DETAILS GONG. SLAB CONC. SLAB GC. SLAB ° - ° 4 4 - SEE FOUNDATION FOR DETAILS 51=4932' O.G. MAX 1—STORY 1—STORY 1—STORY 1—STORY TYP.INT. WALL INT. BEARING WALL INT. BEARING WALL TYP.INT. WALL METAL STUDS (NO UPLIFT) (W/ UPLIFT) 86 (NON—8C (NON—BRG.) 8 SCALE: In'=r-m" scAl E: l/2'=r-m" SCALE: SCALE: ln'=r-m° NAILING SCHEDULE KING STUDS (SEE HEADER 5PAN CHART FOR DETAILS PRE-ENG TRUSS AND SPECIFICATION) AND (SEE HEADER SPAN GONTINUCUS /;- CHART FOR DETAILS AND EI�N �M SPECIFICATION) I JACK STUD ASSEMBLY TO BE u u /%%/ � PLY 6 A TIME. USE 22dd NAl6, TWO WIT HI W I rRan-i Gr4rt Fi�V . iY/ i ivy 1` THAN 12' O.C. STAGGERED In"xe' A.B. MIN, i' TAP DONS EM5E0MENMT 8' FROM EACH MIN. Z' COVER TYP. INTERIOR END 4 32' OZ. MAX 2' APART DOOR OPENING WD FRAl1 SP4 OR H5 a TOP AND 1 SCALE: V2'=r-m BOTTOM PLATES a EA. FULL TRUSS ANCHOR LENGTH STUD, BOTH SIDES �2 RETROFIT OF OPENING. hLTS. LINE OF SLAB "5 RESAR VERT. IN COWER BEAD SOLID GROUTED CELL SEALANT 4 BACKER ROD CEMENT TNT IP. 3 COATER / S' GMLL SEE CEMENT PLASTER APPLIED /// S DIRECTLY TO TRUCTURAL FOR REINFORCEMENT MA5ONR'r � 2xb P.T. UD �AttACI-ED TO FILL CELL AS PER PRODUCT SPPROVAL RE- 0-FROM MIAMI-DADS COUNTY WEATHER STRIP MOULDING ALL ,. AROUND (BY GALv. sTErmL—CK 75 DOOR MANUF.) FASTENED WOOD JAMS W/ GALV. STEEL 3/16'xl 1/4' 1-AG OVERHEAD DOOR SCIREWS VERTICAL TRACK 1' MIN. 5Y OTHERS BY MAUF. SLIDE FASTENED TO ROom TRACK BRACKETS w/ I/4'-20X1n' 13 GARAGE DOOR JAMBS CARRIAGE 5OLtS SCALE: In"=1'-0' AND LOCK NUT5. TRU55 TO WOOD FRAMING SIMPSON M75-12 PRE-E SSES W/TRUSS GON OR RIFY W/ PRE-ENG TRUSS PRE-ENG.TRU55 MI PLA - DOUBLE TOP PLATE g DO LE OP LATE PRE-ENG TRUSSES OR 2x GONTINOU5 STRE55 DBL. 2X TOP PLATE GONV. FRAMED RAFTERS 5P4o32' O.C. MAX BLOCKING MID WALL 1/16' O.S.B. E Tllp6 ®I6 O.C. OR t/16, ZIP SHEATHINGS Ti '4-ENGINEERE',a 2x STUDS a I6' O.G. MAX, >N U.O.N.SYSTEM (INSTALLED PER HEADER SIZE PER SON L5TA-12 s EA JACK TRUSS MANUF. SPECS.) SPAN CHART. .", SCUD, BOTH SIDES OF q' T 4 G 5USFLOOR GLUED 2X BLOCKING a AND 5CWflED AS PER OPENING. MT5-12 FA 5CHEDULE 1��GpX 2x STUDS s 16" O.G. MAX W/ R STUDS TO 2X STUDS 16' O.C. MAX SHEATHING. 6HEATHING TO EE r_ OOR STUDS wi WITHIN J' OF WINDOW! DOOR - SON M5TA-36 • 32' 2X SE TM. PLATE n W OW OPENING AND SCURE PER _ 2X OC. MAX 3/4' FLOOR DECKING ING� NAILING SCHEDULE O PLATS MSTA-36 37.' O.G, w ` KING STUDS (SEE HEADER MAX SPAN CHART FOR DETAILS PRE- ENGINEERED AND SPECIFICATION) FLOOR GIRDER / CHART (FOR DEADER AND D PLT S DA I TAGHED 2X4 X4 STUDS I6" O.0 PRE-ENG FLOOR TRUSS $TM. DOUBLE TOP PLATE PRE- ENGINEERED ��z PLATE —/ SPECIFICATION) R FAS NER SCHEDULE T/16" OS E3. 2x CONTINOUS STRESS FLOOR TRUSS ��J/ i ON SHEET D2 TS- BLOCKING MID WALL I CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK JACK STUD ASSEMBLY TO 'ZIP SHEATHING Q / SECURED ONE PLY a A TIME. TEXT. FINISH 2x STUDS a I6' O.C. MAX, W/ I/4" GAP FROM BLK TO ORS. SYSTEM (INSTALLED PER U.O.N. �T , / USE I2d NAILS, TWO WITHIN 6' MANUR SPECS.) FROM EACH END 4 NO MORE 2x4 5LOGKING UNDER In' GYP. WL. BD. 2 HORIZONTAL 2X gPF. STRUCTURAL BLOCKING AT WALL STUDS SCURF ETA-Iro Q THAN 12' OC. STAGGERED SECURE ST. PLATE TO PERIMETER OF 0.6.5. TO PROVIDE CONT. NAIL PATTEKN PRE ENGINEERED SP4 OR H5 • TOP AND SETWEEN TRUSS BAYS W/ TRUSS Ay SP4A32' O.C. MAX SLAB W/ }'x9" ANCHOR Q3 REMANING AREA TO 5E SHEATHED FROM DBL. TOP 50TTOM PLATES • EA. FULL (3) 12d's EACH END " CMU WALL BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL 5LOCKING. LENGTH STUD, 50TH SIDES 2x DOUBLE TOP PLATE SIMP50N HIGH STRENGTH OF OPENING. EPDXY 7" EMBED. MIN. ®SHEATHING TOP OF WOOD FRAMED WALL TO BE STUDS a 16, O.C. ° ° STAGGERED MIN. OF 16' FROM SHEET BELOW SHEATHING TO LAP TO • _ SIMPSON SP4 BOTTOM GF PRE-ENCx'D M79-12 +EVER STUD 32' O.G. MAX 0 INSTALL ALL SHEETS W/FAGE GRAIN PARALLEL TRUSS BELOW- SHEATHING TO STUDS MUST NOT 5REAK 1'-4' MIN. 2X4 ST. PLATE FROM 2ND FLR LINE. KNEE WALL DETAIL Qa ENTRY 2—STORY L.B.W. 4 EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 16 e;eALE: 3/4'=r-m' &_)_�INT. SCALE 1n _1 m SCALE: In =1-m 14 DOOR OPENING WD FRAMED 15 ATTACHMENT SCAPI/2 =I O — SCALE: 1n'=r-m' CONTROL I -)ATE; 07/01/15 6'-0" CFDENIN(�r a d G^� a _ d a PRECAST LINTEL a ° ° a TO SECURE TO FRAMING, NEED MIN 1 1/2', LESS THAN I° I ° 1 1/21, WINDOW MUST 5E a SECURED TO ISLOGK a ° 4 a 2x4 BLOCKS SECURE 2x TO BLOCK W/ (2) �g,'x3' TAPGONS OR DRIVE PIN (MIN SHANK SIZE .145) ° (MIN EM5ED. 1 �") ° WITHIN 8" OF EACH END AND IS' O.G. MAX SPACING. ° as � CMU WALL a a. a n 0 _ - a a �. a. 4 ., a 4 a. as ° a ° l ---� d a _ 1^j ARCH WINDOW FRAME 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774AO78 www.abrdesigngroup.com AA #: 0003325 SUBI)rv. QC Lom CREEKSIDE gg�ggy.LOT��y�# 10 7 r Ro 'W i 04321.000 MODIM 4EJB "2807—ELLE" GAPLAGE SVM : p�gRIGHT A'a I ImC: MISC. DETAILS 160 MPH EXP. C ARCHITECTt STATE OF FLORIDA JUL 12 20,% `. 04/05/17 SdAXAC- t/4"V-0] 4: ; n Planning & Development Services Department _ Building & Regulations Division �., Product Review Affidavit Building Permit # Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Swing door (+36) / {-47} (+67) / (-67) Therma-Tru Smooth Star FL5891.2-R5 N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 11/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" SH Window (+38) / (-50) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each � side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCC) Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) J (-51) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R5 Non Impact from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELC©Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @head / sill. 1 1/4" embedment. Type ll: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1J2" Picture Window (+38) / (-51) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.1-R3 Non Impact @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Builders Series distance. 6" max o/c from corners and 20 3/4" max o/c Sliding Glass Door (+33) / (-41) (+25) / (-50) Ply Gem 4780 FL14634.1-R2 Non Impact elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedment. Opaque slab with or Single door with sidelite. 1/4" concrete tapcon anchor. 3" without impact (+36) / (47) (+50) / (-50) Therma-Tru Smooth Star FL15037.1-R2 N/A max o/c for corners as well as each side of sidelite. Tapcon sidelights (1 or 2) needed at top and bottom middle of opening for door panel and sidelite. 14" vertical max o/c elsewhere. 1 1J4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque double Therma-Tru FL15225.5-R3 N/A bottom. Top and bottom tenterline of each door slab get door without (+36) / (47) (+50) / (-50) Smooth Star tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" sidelights embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) J (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom tenterline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Glazed single door (+29.5) / (-32.1) (+50) / (-50) Therma-Tru Smooth Star FL7630.1-R6 Impact right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Double Garage Door (+29) / (-35) (+46) / (42) Clopay 16.20 73 W6 FL16107.03 N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4"into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R9 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 3/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1 %"annular ring -shank nails, Underlayment Rhino U10/20 FL17801 spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c, in the field of the roll Soffit (+75) / (-75) Alside 2T FL15272.1 1/4" x 20 stainless steel with minimum embedment @ Hurricane Panels 7/8" in poured concrete or 1 1/2" total if stucco should Less than 6' span + or - 20 p.s.f. Global Protection 24 GAGE FL15076.2 exist, can be headed screw or all thread but with wing nuts 1J4" x 20 stainless steel with minimum embedment @ Hurricane Panels 6' 7/8" in poured concrete or 1 1/2" total if stucco should + or - 20 p.s.f. Global Protection 24 GAGE FL15076.2 exist, can be headed screw or all thread but with wing span or more nuts Zip System Huber Wall Sheathing 17147-R1 Install per manufacturers recommended requirements. Sheathing A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX:407-77A-4078 www.abdesigngroup.com AA #: 0003325 JUL 12 7 NOTE - NOTE: NOTE: IF ZIP S�-IEATI-LING SYSTEM IS IF ZIP & 4EAT1-4ING SYSTEM IS APPROVED 5UILDING WRAP SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF-ADHERINCs MEMBRANE INSTALLED, PLEASE SEE FLASHING (COMPATIBLE W/ HOUSE MANUFACTURERS 6' • VERTICAL LAPS (ROLL MANUFACTURERS ENDS) < 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED To BE TAPED LATH VEIRTIGAL LAP TO BE I" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH PORTIBER SHEATHING TAPE LASHING TO EXTEND ONTO PIPE / I' N LESS PIPE �� FLASHING (GOMPATIIBLE W/HOUSE PREFORMED CONTROL JOINT �' THICK, 3 COAT CEMENT RANE PENETRATION WRAP MATERIAL) OVER 4"x4" SELF -ADHERING MEMBRANE FLANGE OF CONTROL JOINTS T / PLASTER / \ PLASHING OVER APPROVED BE WIRED TIED TO LATH • g" �� WRB LAYER "2, FORTIFIBER HOUSE WRAP, O.C. MAX (VERT.). NOTE: DO EsUILDING PAPER / nIN. LAP a MEraL LATH \ / FLASHING TQ EXTEND ONTO PIPE NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH }X X X )e I %" LEG MAY BE USED TO TEMP. FA SUPPORTS (VERTd O.G. MAX X X X — SECURE CONTROL JOINT GUT AND OVERLAP ONE SIDE OF DURING INSTALLATION WRB LAYER M, y METAL LATH SELF -ADHERING MEMBRANE — GUT AND OVERLAP ONE SIDE OF FASTENERS TO BE SPACED STUCCO WRAP FLASHING • T' O.G. MAX VERTICALLY STEP *I STEP 02 FLAB NGGRINCs MEMBRANE WOOD SHEATHING / ' �` WRB LAYER M, PLASTER GOAT CEMENT OR 7/16' YIP SHEATHING / / STUCCO LAYER P STUCCO WRAP STUCCO WRAP SYSTEM INSTALLED PER / / M,AyUP S. CS.) METAL LATH &' MIN PAPER LAP BELOW ONLY WRB LAYER 02, FOR`NN5ER iL WRB LAYER 02, FORTIFIBER WRB LAYER 02, FORTIFIBER BUILDING PAPER AL LA AMR BUILDING PAPER WRB LAYER M,—ADHERING �� /, �� i / STUCCO WRAP LASHING OVER 4'x4'MEMBRANE SELF -ADHERING MEMBRANE a' ro INSTALL FASTENERS (CLIPS, FLASHING�SE WRAP. R APPROVED GAF MIN. WOOD SHEATHING STRAPS, STAPLES) AS j FLASHING TO EXTEND ONTO PIPE 4TH SHALL NOT E CONTINUOUS 6° r0 a° 6° To s' �i SYSTEM (INSTAL ED1/161 ZIP IPER REQLLI�D TO SECURE HROUGH CONTROL- MIN, MIN. FLASHINCs OVER A SELF -ADHERING PPROVEDRANE M UP. SPECS.) PIPE/ WIRE TO FRAMING vs OINTs BUT SHALL HOLLSE WRAP. E STOPPED AND IED AT EACH SIDE. PROVIDE 2X4 BLOCKING I° MIN LATH ` FLASI VIN(s TO EXTEND ON70 PIPE R ASTM CI063 PLACED FLAT MAX. 6' TO S' aP a OvFR _LL LAP .10.1.4 rlwc T CONTROL JOINT WHEN 2 AP E R LAP �G' CONT. BEAD or SEALANT \ / CONTROL JOINT FALLS ON r STRUCTURAL STUD SCALE: I I/2'=1'-®" INSTALL APPROVED HOUSEWRAP AIR, FASTENERS FOR LATH TO BE NAILS OR -� INFILTRATION BARRIER OVER TAPLES IN COMPLIANCE W/ ASTM CI063 SHEATHING WIRE LIES TO BE (N0. 16) 00416' WIRE / O WALL STUDS REQUIRED PER �AN I \ ! ELAStOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYP WALL 5EGTION) VERTICAL LATH & PAPER DETAIL WOOD STUDS t SECTION PER FBC R703.6.1 Exterior lathing and plasterinq SHEATHING Exterior use of Portland cement plaster NOTE: SI E LAPSrequirementsaloIf ASTM C OR 7/I6' TIP SHEATHING SYSTEM comply application OF METAL (INSTALLED PER MANIP. SPECS.) �26-12A. ASTIER a,D TO BUILDINCs `� NOT. Installation of exterior lathih and framing FRAMING MI_MBERS. PAPER 6. MIN. IF ZIP SHEATHING SYSTEM IS g " M" TYPE CONTROL JOINT LAP shall comply with ASTM C 1063 12A. THEY SHALL BE LIED INSTALLED, PLEASE SEE 1 W�Ts�x° MANUFACTURERS WITH -1O21rM) stucco LAP a LATH WIRE AT INTERVALS Not a^ LaP ° PAPFR INSTALLATION PROCEDURES MORE THAN S' (225-MM). AS PER ASTM G1063 t I. FOLD INWARP • FIT. A J L FOLD III"RD • PT. A z. CREASE . Pr. B ®� I C ]K O LT T NOTE= ®FOLD FOR REPAIR OF TEARS ® IN WRB LAYERS, TEARS IN LATH FIFE F N TFAT I ON DETAIL. DETAIL MAY BE PATCHED & PAPER DETAIL IWRAP TAPE PER , MANI SPEC. OR FOLD PEEL t STICK • 45_ ® 1/16' ZIP SHEATHING SYSTEM (INSTALLI=D PER 'M'ANUF. SPECS.) OR OR LFOLD INWARD • ( ,C�. f I. FOLD INWARD • PT. A WOOD SttE Ati—IING PT.A 2.CIII0frt. 15 WRB LAYER *I, 2. CREAee a PT. 9 STUCCO WRAP 3. GREASE • Pt. C 3. GREASE • PT. C 4. FOLD FT. C OVER PT. ++ B TILL PT. G TCUCNE6 BOTTOM FLANGP ® THICK, 3 COAT CEMENT PLASTER L E (II' E N 1) s i METAL LATH LAP WI 8 TAPE OVER DiRA IN�� FL,4N ( 1.U1�'5 ® @FO;D � ROOF/WALL SCREED FLANGE WATERTIGHT NOTE: SEAL. FOLD, eQ HIN9_T GUT. VRE3 L,��E� 2 CF-01RTIFIE3PR IF ZIP SHEATHING SYSTEM IS Z 5"X5" "L" TYPE CONTINUOUS # INSTALLED, PLEASE SEE GALV. METAL FLASHING MANUFACTURERS Z (NAIL TO ROOF DECK, NOT 5UILD INCH i=Af=Ei�) INSTALLATION PROLEIDURE5 pLA5R3 coat CEMENT WALL SHEATHING) WRBLAYER 02,FORTIP15ER = METAL LATH X X X X BLLILDINCs PAPER � i' GAP SHINGLE - DO NOT NAIL, WRB LAYER M, INSTALL WITH ROOF CEMENT STUCCO WRAP - LAP LAYERS OF BUILDING WRAP 5 VI C C O a UM APPROX I A' ABOVE �ROOF CEMENT �� a ,w21LaC ED z WOOD 5I�EATI�INC-� / Z aKa WALL LaeHI SHINGLE Roo>=1N� OR rt�I( ZIP SNEAT INC SYSTEM (INSTALLED PER MANUr. SPECS.) W - KICK -OUT FLA54NG (SEE DETAIL) a 5ELF-ADHE51VE FL)A5HINe IF ZIP SI-4EATI-41NG SYSTEM IS NOTE, INSTALLED, PLEASE SEE MANUFACTURERS 1""IETAL LATE- LATH TO 8E FEE R rBC B FELT �RLAYMENT - — WATER TG IHT SEAL (END OR INSTALLATION PROCEDURES ` SOLDER DO NOT� NOTE; WALL NMREC0K1IOGT�OCOMUOF ROOF 1 -AD ( UT I L I 7� OIR NQI NALFLALNG AT pSHINGLE ROOFING DRIP EDGE: OVERLAP 3, \W% EMEND V2'6ELOW LATH DOES NOT 1„[EET 51=ECIPICATION5) SHEATHNG, MECHANICALLY FASCIA WRAP !) ) 7 FASTT! 4. O.C. MAX 5 * L IH L / \ C E - I . II v f JJLL Illl�i L11..J JL JL JJJLLL JJLL �1 \�11 ,/g� sign G 1 b u I C. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 JUL 12 2017 f )4/05/17 i4;, 1, Q„ Y OV A I NOTE: IF ZIP SHEATHING SYSTEM IS INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER STUCCO INSTALLED, PLEASE SEE TOP, SIDE(S) AND 50TTOM FINISH MANUFACTURERS INSTALLATION PROCEDURES FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. \F 6 SELF ADI-IESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING TO BE: OVER TOP 4 SIDES /; 1/2' ZIP SHEATHING SYSTEM 1/2" ZIP SHEATHING SYSTEM I BOTTOM, 2. SIDES. 3. TOP (INSTALLED PER MANUF. SPECS.) OR (INSTALLED PER MANUF. SPECS.) OR SELF THIN WOO SHEA Cs D WOOD SHEATHING X I OF SEALANT AT OP AND BED FLASHINCz WRB LA*(1=R *I, WRB LAYER "I, WRAP X SIDES ONLY. 4-NT IS TO BE UNIT ��9it11000� UJ92AR /A \\ ISTUCCO 9• �WRB I_AY;-R 02. PeDm2, IKIRF=Q II -� �;Y ! wat�R QY zoMM�oirits I � 11.»-- PREMANUF. DRYER I I I I - -- - - ,� V/ I / B. AI NA PAPER _ i X 1 E-Z A ALL uND VENT CAP (SET IN T- L s ALANT ALL CONT. SEALANT) i IURB L FO tIFIBER JOINTS NTERSECTIONS 4 WOOD rINI TEXTURED BUI 1 P CONSTRUCTION ®WOOR ti l APP Y SEALANT AT PERIMETER OF PACKER ROD -MOVABLE FRAME AND STUCCO. FASTEN TO WOOD STRUCTURAL MEMBER 6 T' O.G. MAX AL ALL SIDES. Y4" CAULKING A JOINT SEALANT 6 8' CMU - TOP 4 SIDES 8" K, 3 GOAT CEMENT } PLASTER WEEP SCREED ALL PER FBC R703.6.1 rd Exterior lathing and plastering <\ p TI QBACKER ROD Exterior use of portland cement plaster DRYER VENT (BLOCK) 1/5 TO y8" MID-WALLshall com I with the applicationpY W SG EDa,,r�?? EEP RE- C� re uirements of ASTM C 926-12A. " WIDE STRIP SELF X' q ADHESIvi= FLA&NINCs, GLEAN ' I Installation of exterior lathing and framing MASONRY 5EF4RE APPLYING J 6 SELF-AD{-IESIYE �TEXTuRBD shall comply with ASTM C 1063-12A. FL BSI-41NCs FINISH m MASONRY v_J WRB LAYER 01, STUCCO WRAP I: X POOPED VENT BUILDING PAPER WOOD FRAMED X OVER 'QUICK WALL HORIZONTAL WEEP SCREED J" THICK, 3 GOAT CEMENT FLASH" - ( FRAME TO BL)CK) ��- PLASTER � 7A HORIZONTAL WEEP SCREED METAL LATH O PIPE THROUGH ' FRAME TO FRAME) -NOTE: WRB LAYER 02, FORTIFIBER WALL BUILDII� PAPER � /�,� NOTE: IF ZIP SHEATHING SYSTEM IS WOOD SHEATHING IF ZIP SHEATHING SYSTEM IS INSTALLED, INSTALLED, PLEASE SEE PLEASE SEE MANUFACTURERS MANUFACTURERS DRYER VENT (FRAME) ��/� INSTALLATION PROCEDURES ��� INSTALLATION PROCEDURES 6" SELF ADHESIVE '�/// FLASHING (INSTALL PER MANUF. SPECS.) OR 1/I6' ZIP 97A HINCs SYSTEM BUILDING PAPER (INSTALLED PER HANUF. SPECS.) WOOD 5HEATHING UNDER "QUICK FLASH" WRB LAYER 01, WRB LATER M, NOTE: GUT OPENING IN STUCCO WRAP STUCCO WRAP IF ZIP SHEATHING SYSTEM IS APPROVEP HOUSEWRAP WRB LAYER 02, FORTIFISER INSTALLED, PLEASE SEE FOR BOX INSTALLATION BUILDING PAPER MANUFACTURERS WOOD INSTALLATION PROCEDURES GUT "X" INTO \ coNstucTloN WRB LAYER *I, SELF -ADHERING f A VENT PENETRATION STUCCO WRAP METAL H MEMBRANE PLASHING SCALE: N.T.5. e' cMu v L ASI APPLY SELF -ADHERING MEMBRANE PLASHING 6 19 AND WOOD SI-IEATHING 1 APPROVED WRBLAYER " IS' MID_W.�LL ,t 5TF #1 »l 5TF 2 v WIDE STRIP OELF A014ESIVE FLA&PING, GLEAN MASONRY BEFORE APPLYING APPROVED HOUSEWRAP WRB LAYER °I, Z FLASHINCs BELUW STUCCO WRAP 1=LEC. METER FIELD VERIFY LOCATION "�ELEC. METER FIELD STONE VENEER GUT SUCH THAT APPLY 60 MIN SELP-ADHE OVER SCRATCF4 COAT VERIFY LOCATION NO MEMBRANE GRADE V" FELT MEMBRANE FLASHING ENTERS BOX, OVER -N RING APPLY STUCCO SCRATCI-4 COAT EDGE � 70 PACE LASH FLASHING OVER AND ONE (1) LATER OF PAINT EDGE C HORIZONTAL WEEP SCREED HOUSEW D W STONE VENEER !�jj. PRIOR TO INSTALLING ELEC. HousEWRAP METER UJRB LAYER *2, FORTIFIBER FRAME TO BLOCK _ BUILDING PAPER ° CAVITY TO BE FILLED � 1* WITH RIGID POLYMERIG 150CYANOTE—POLYBLEND FOAM �� /� ("GREAT STUFF" OR SIMILAR) ERIC APPLY A SILICON CLAOATTING OVER ING DAINAGE PLANE (WRB BASE SEALANT AT POINT CO RSTuccoi C.V.c.v. FINISH LATER #I, STUCCO WRAP) THAT ELEC. WIRE PENETRATES APPLY 1=-Z BEAD •o•o.o.o (SEE TYPICAL WALL OVER (00 MIN o • o . o . o o SECTION) .o o. WRB LA1rER *2 (r-ORT11=1BER - — — — AREA TO RECEIVE BADE "D, DE METAL LATH BUILDING PAPER) STUCCO 5CRATCH COAT SEALANT At ALL I IETAL LATH X—X—X—X 1 GOAT OF PAINT W/BACK- JOINTS LIONS a° .o.o.o°o ROLL PRIOR TO •0.0.0.0 STUCCO 1 ELEC. METER INSTALLATION PROVIDE STUCCO 6CRATC-4 GOAT LARGER THAN THE ELEC. WOOD 5NEATHING METER CAN OR METER CAN OR 7116" ZIP SHEATHING SYSTEM COMBO OR METER CAN AND (INSTALLED PER MANUF. SPECS.) DISCONNECT 157E f= "�5 SELF-ADHESIVE r-LA5HING — — — — NOTE: ELECTRICAL RECEPTACLE METAL LATH: LATH TO BE PER EBG ELECTRICAL CONDUIT R103.6.1 / ASTM G-541-09, t`11N. 2.5 L55. PENETRATION PER 5Q. �rARD (UTILIT-T' OR NOl"IINAL LATH DOES NOT MEET 5FEGIFIGATIONS) 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 #k 0003325 s k I 1 1 04/05/17 eC ; 1/4" V-0" WOOD SHEATHING EXT. WOOD FRAMED COLUMN SHEATHING WALL WEATHER RESISTIVE WRB LAYER SUB -FLOOR DECKING ! BARRIER 01 STUCCO WRAP 3" X 3' 26 GA. GALV. Vr--W5ATI4ER RESISTIVE WOOD WRB LAYER "2, FORtIFIBER - FINISH LAYER (2 LAYER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS ��� PEEL $ STICK) METAL DRIP EDGE $ARRIE I "2 SET IN FULL BED OP - ' THICK, 3 GOA EMENT WEATHER RESISTIVE 6 PEEL < SEALANT X," MIN. 6 SAP. 3Aa' HAT CHANNEL PLASTER BARRIER "1 SPACE FROM DRIP PEEL 4 STICK W/5/e' TYPE 'X' DRYWALL STICK DRIP \ FACE t0 TREX 92 x3" 'L' PLAS+ ING 6 SAP. P P SCREED WEATHER RESISTIVE EDGE TO FULLY EMBEDDED TO S T ING H WEEP SCREED BARRIER 02 /� ' ' THICK, 3 COAT cEMENTJ DI=GK .................. \ ! IN ROOF CEMENT 051 IN PLASTER V RIE5 WOOD SHEATHING ' g 1 I X' X 3' 26 GA. GALV. \� METAL LATH Ya" GAP FOR BACKER � METAL DRIP EDGE WRB LAYER 1, ` ` I ROD E SEALANT SET IN FULL BED OF STUCCO WRAP / \ WOOD SHEATHING I X�"XI 3/4" P.T. OR SIMULATED SEALANT,14" MIN. \ \ WOOD (TREX) FILLER, a" GAP EA BACKER " THICK, 3 COAT DEMENT VINYL CASING BEAD ROD a SEALANT CONTINUOUS SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE PLASTER _ ` ` AM66-WFWG- 180 GUSTO 51 A *t �� 6" SELF-ADHEREING WATER PROOFING 16t WEA R SISTIVE VINYL CASING BEAD \ BARRIER kl ' J ^ FLASHING WRAPPED EXTERIOR GRADE W RESISTIVE LAYER (2 LAYER PEEL # R "1 X' m TOP OF WEEP SCREED , ; _ I �� STICK) WRAPPED FROM % RIE "2 ; `; t0 SHEATHING BELOW ART WALL ATHE 51STIVEi WATER PROOFING I6t BALCONY DECK TO „p R 1 "2 LAYER (2 LAYER PEEL --- XT I COLUMN CANTILEVER -A- Fa°4A�T i°R'� WRB LAYER 01, " THICK, 3 GOAT CEMENT4 STICK) ARAWMRCL4R, \ N SHEATHING ' x ` STUCCO WRAP 4" POSITIVE DRAIN PLASTER ' WEEP SCREED 6 PEEL t STICK a � 1 {= MEMBRANE, \ PEEL t STIG VINYL CORNER BEAD pRIP EDGE t0 DECK END OVER DRIP 6' SAP. WRB LAYER 02, PORTIPIBER NO GAP IN FIELD VINYL CASING BEAD SUB FLOOR ,' EDGE I X2"x3' V' FLASHING BUILDING PAPER (SHOWN FOR GLARIFIGAtION OF ®� �� FULLY EMBEDDED IN _ __ ___ ___ nq 3 X 3 26 GA. GALV. SUB FLOOR SEPARATE ACCESSORIES ONLY) ROOF CEMENT METAL DRIP EDGE � � - - ---- - - - - SET IN FULL BED OF 6" SELF-ADHEREING � ��� � ` I )4 X 3 26 GA. GALV. i SEALANT V MIN. .... ............................... . FLASHING WRAPPED I Xt'XI 3/a T. R 51 ATED METAL DRIP EDGE WRB LAYER 41, _� , A CORNER OF CANTILEVER WO l REX) ILL R, SPACE FDRIP "XI .T. OR SIMULATED SET IN FULL BED OF FROM P STUCCO WRAP ` rr ON N 5 PACE TO TREX ' 4' POSITIVE DRAIN OD TREX) FILLER, SEALANT, J4 MIN. 1 I VINYL CASING BEAD SPACE FROM DRIP AMICO AM66-WFWC-780 \ ue SCREED FOR BACKER NTINUOUS /PAGE TO TREX CUSTOM CASING BEAD P E SEALANT WATER PROOFING let PI SH LAYER (2 LAYER LAYER (2 LAYER PEEL t XOPt BACKER ROp�T VINYL CASING BEAD PEEL E STICK) STICK) WRAPPED FROM WATER PROOFING let C ANT1][�E V]E]EZ �R1�P 3/4 REED 90 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL t NO GAP IN FIELD CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE, 1 O HAT CHANNEL D �I VINYL CASING BEAD TRITER 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO SEPARATE AGGE:SSORfES ONLY) IF ZIP SHEATHING SYSTEM 15 � PLASTER VINYL CASING BEAD 11? CANTILEVER CASING BEAD INSTALLED, PLEASE SEE METAL LATH' MANUFACTURERS` THICK, 3 coat CEMENT 10 A DTL. @ CANT, 5/8, TYPE "X" DRYWALL WOOD SHEATHING PLASTER INSTALLATION PROCEDURES N W/TEXTURED < PAINTED WEATHER RESISTIVE 5/8" TYPE "X" DRYWALL METAL LATH SCALE: 1 I/2'=1'-0" �L ®J FINISH BARRIER �I W/TEXTURED 4 PAINTED WEATHER RESISTIVE — WOOD SHEATHING " THICK, 3 GOAT CEMENT BARRII=R *2 FINISH PLASTER 4" OAITIVE DRAIN THICK, 3 COAT CEMENT —4' POSITIVE DRAIN DRAINAGE PL3ANE (WRB WEEPS PLASTER NON GWEEP AP IN FIELD NOTE: /� VINYL CORNER BEAD y- h I y- LAS "EIR #1, 5TUCCO WRAP) VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (414OWN FOR CLARIFICATION of TIE '`' L LAT�" LA � TO 5� =F— IR P5C' y� (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY R�03.0.1 / AST1l C=B41=Og, I1N. 2-r5 L55. VR5 LA"rER #2 (FORTIFIBER — — — — — SEPARATE ACCESSORIES ONLY) PER 5a, 1 ARD (UTILITY Offs i` Or IINAL 5UILDING PAPER) BALCONY DRIP BALCONY DRIP 11A EDGE INSTALLATION 11C EDGE INSTALLATION @ COLUMN LAT�I D0 5 NOT 1„I ET 5�' G11=fC�TIONS� 1"IET�AL LAT�4 x x (W/"L" FLASHING SCALE: Nts NOTE: I WOOD CTION,r'TUCGO WOOD SH AtHING �� I� SHEATHING SYSTEM IS IF ZIP SHE:At ING SYSTE IS INSTALLED, PLEASE 5E INSTALLED, PLEASE SEE MANUFACTURERS TH R ISTIVE �` = i i i � �� 2 x FRAMING MEMBER WR5 LAYER "'1, �� MANUFACTURERS INSTALLATION PROCEC� RES I WOOD Si=I A�i INC /, , STUCCO WRAP x:= INSTALLATION PROCE:DURE5 3/4 RESILIENT HER RESISTIVE COAT CEMEC�iT HAT CHANNEL BARRIER 3 LI==,AD1 SIV FLA51 INC — — / 8 TIHIGK, i WOOD SHEATHING VINYL CASING BEAD PLASTER WRB LAYI=R �'2, FORTIFIBER _ i THICK, 3 COAT CEMENT BUILDING PAPER x; PLASTER 2 1/2" / Go ER BEAD _ -' WRB LA-i'ER 01, 5/8" TYPE 'X" ALL METAL LATH 1=45TENED TO 5HEATHING 1 , W/TEXTU PAI METAL LATH I STUCCO WRAP D SF 1EATHING x c °x ° �� O.C. MAX. +- FIN( OR 7/�6' TIp 61-IEAY141NCs 6Y61tm rN)l PERMANUKOMC6.) �, x WRB LAYER 02, FORTIFIBER HI AT CEMENT (2) x12 HEAP)=R PLAST3 COAT CEMENT r. i BUILDING PAPER WRB LATER #1, 6"SELF-ADI-IERI1�1Cx ac= METAL LATH 4" OSITIVE DRAIN x' ' / I VINYL CORNER BEAD VWEEP SCREED STUCCO WRAP FLASI�INCs� EXPLODED $ THICK,C 3 OAT CEMENT VINYL CASING BEAD NO GAP IN IE ELD / WOOD SHEATI-41NG ,� ,' VIEW FOR PLASTER (SHOWN P014 CLARIFICATION OF ' t CLARITY) SEPARATE ACCESSORIES ONLY) METAL LATH DRIP GAP 1�D DRIP EDGE WRB LAYER 02, FORTIFIp5ER INSTALLATION BUILD INCx PAPER WINDOW FLANGE 11; NOTE: WRB5LAIYER #I, IF ZIP 5HE HINDS S EP" I IS WOOD CONSTRUCITON ft C O R N E-I R BE AD (a) F-I R A M EI STUGC WRAP INSTALLED, PLEAS SEE n MANUFACTU RS 2 I /z \ I i INSTALLATION FIROCEDURE5 WEATHER RESISTIVE �� WRB LAYER *2, FORTIFIBER BARRIER �1 CORNER BEAD BUILDING PAPER ? i WEATHER RESISTIVE 0=A-STENER 4 SPAGINC os 7" O.GJ ' ( 1 BARRIER #2 =� METAL LATH\ VINYL CASING BEAD i A' THICK, 3 GOAT CEMENT 1 PLASTER THICK, 3 COAT CEMENT 5/8' TYPE 'X' DRYWALL METAL LATH PLASTER I W/TEXTURED t PAINTED FINISH ����' �i�a��+r� srstert 6 SELF-ADI-4ERI1�1Cs _ 1 / ' THICK, 3 GOAT CEMENT I sdD ig7RANuF. � ��' GMU FLASH41NCs PLASTER , • VINYL CORKER BEAD VINYL CORP. 4 S�Sn TI-IIGK 3 GOAT CEMENT POSItIVE DRAIN PLASTER 4PPLIED DRIP CAP WEEP SCREED DIRECTLY TO MASONRY WINDOW 1=LANCxE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OP SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD BLOCK- 15 B CASING BEAD WINDOW @DRIP EDGE INSTALLATION (FRAME, NO BAND A R C H IT E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 JUL 12 H017 lop NOTE: P SHEATHING SYSTEM 15 " tH-IICK 3 COAT CEMENT y,= g� � � ,-'-� IF ZIs" THICK, 3 COAT CEMENT WOOD SI-IEATL- ING INSTALLI=D, PLEASE SEE CA Ins BEAD / PLIA R PLASTER MANUFACTURERS F At++ ;' SEALANT iX TRIM MEMBER METAL LATH INSTALLATION PROCEDURES �IWRB LAYER "I0 STUCCO TOSTUCCO WRAP ti SIDING TRANSITIONYER 02, FORTIFI5ER G PAPERWOOD SI—IEAtI—IINCz1 a I SIDING WOOD SHEATI-ING WRB LAYER 02,F ORtIFIBER �T BUILDING PAPER ' WRB LAYER #I I _ - "' - I / R M1 11 yV RM1 IY 11 1 v VIMIMIi.nVR.NRA4 WINDOW FRAME xl ; STUCCO WRAP 7------ ---- j is j WRB LAYER *Z FORTIFIBER METAL LATH y. I BUILDING-c PAPER XI WRB LATER #2 FORTH=1BER �5 � Yuf \ WRS LAYER "I, THICK, 3 COAT CEMENT •, ; STUCCO WRAP PLASTER — I BUILDING PAPER - - B AD VINYL CASING �- CWA/a FLEXIBLE PVC BACKER ROD) ......... .........,.................... ........ ... ro "SELF -ADHERING _ �. METAL LATH CASING BEAD FLASHING �•� ) io° SELF-Ar-)HEREING VINYL ANGLED / `, (EXPLODED s THIGIG, 3 GOAT CEMENT FLASHING OR PEEL 4 STICK / CASING BEAD I.1 CLARIVIEW OR PLASTER SIDING TO STUCCO ; � � � WRAPPED AROUND FRAMING a CASING BEAD MEMBER �� \' roll SELF ADHESIVE FLASHING DRIP CAP - (CROSS SECTION) \ SHEATHING1 - I WOOD WINDOW FLANGE WRB LAYER "I, �: p, 2X FRA1" LING 1 STUCCO WRAP VINYL ANGLED WOOD CONSTRUCTION — \ MEMBER \ DETAIL ]BELOW EXPLODED \\ CASING BEAD �\`\\ / ;• � WOOD SHEATHING � � FOR CLARITY ' \ / i WEATHER RESISTIVE -''/ WRB LAYER "2. FOR ; aARRIER �l —\"\I ----------__ ------------------------ - ----------------------- ----- BUILDI\f�lCz PAPi=R ; r WEATHER RESISTIvE ------------- - I i BARRIER 02 I I " "LASIDING , / ----------- ----------------- ------------------------------------ METAL LATH FI-ADHERING — - " TH-41CK, 3 BOAT CEMENT n r i �' SELF-AD�+ERING /" TI-4IGK, 3 GbAT CEMENT r FLASHING WEATHER RESISTIVE y4 ��� PLASTER — �� o I BARRIER + j / OAIa NG BEAD PLASTER I STARTER STRIP— / WEATHER RESISTIVE � / TO UJINOW METAL LATH SEALANT BARRIER "2 r' ro "SELF -ADHERING: .� FLASHING DO NOT CAULK O roll SELF-ADHERII�Cs ; SEAL OPENING I / FLASHING i I GAL V D METAL LA ER 02, FORTIFIBER GAL 4L 'Z' FLASHING DRIP CAPOR z' PL I V IL G PAPER - - - '' I MULATED r SAL oP ro WINDOW FRAt IE WINDOW FLANGE w$ T MEMBER •.. ` � — OOD SHEATHING _ STT CASING:— CASING BEAD AD @) WINDOW I Ya' X 6' SIMULATED j P a j WOOD TRIM MEMBER -� (FRAME, W/BAND) SEAL GAP W/CAULKING ee. rm r. .nm r s..... 5 �-y --- , OR APPROVED SEALANT i ... Q� / ��` STUCCO CASING '\ BEAD SIDING TO STUCCO \� WRB LAYER "I, NOTE- 0 BLOCK TO FRAME STUCCO WRAf� IF ZIP SHEATHING SYSTEM IS TRANSITION WOOD SHEATHING INSTALLED, PLEASE SEE 19 I �— ro" WIDE PEES. 4 STICK MANUFACTURERS /� OVER FLANGE INSTALLATION PROCEDURES WINDOW FLANGE METAL LATI—I NOTE: i � � � � � E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER FBC I 2X FRAMING WRB LA / / \ (W�%" FLEXIBLE PVC BACKER ROD) it TER #I, R-103.6.1 / ASTi'1 G-84-1—m9, MIN. 2.5 LBS. MEMBER W00D 5��ATk4I G PER SQ. YARD (UTILIT`I' OR NOI"11NAL _�/ * ANLE �ULL BUIBDIDNG r- SEALANT BETWEEN STUGGO WRAP LAT/ H DOES NOT MEET SPEIS FIGATIONS) BUILDING , WRB LAYER #2, FORTIFIBER WRAP ' =-------------------------------------------------------------------------------— -------------+J+ BUILDING WOVDcoNstRUCTION BEYOND 6' SELF -ADHERING W fR5 LA"rEF I/ PLASHING ! WOOD SHEATHING i 8" TI—IICK, 3 GOAT CEMENTr116TUCCO UJ� ��' AAt�IH{ RR slsnVE I i UZATHER RESISTIVE // \ BARRIER M TO IN LAP �/ y T� /� T �y PLASTERE AD WEATHER RESISTIVE / 6' ABOVE TOP i I BARRIER "2 / / Z' ASHING L ./J -x X, I' I X 7 Ya' LAP SIDING ' 1 -- W�5 L.A IR ' 6 � OIL I I I-� I� uJ76 REVEAL /' I q " P�4P 1-6 IER SELF -ADHERING RESISTIVE i 6' z \ UEATHER RESISTIVE VINYL ANGLED I FLASHING — \v BA BRIER 02 GASING BEAD STARER STIP / VINYL CASING BEAD 7" FLALV'D METAL I � I I ` � 'Z" FLASHING I DO NOT CAULK OR — SEAL OPENING DO NOT CAULK OR II T ICK, 3 c®� cr�>�T -- SEAL oPENING LEGEND (EXPLODED 8 GxALV'DMETAL '' WEATHER RESISTIVE VIEW FOR PL ,45T I\ Z' FLASHING BARRIER M TO LAP y�' X 6' SIMULATED I Co" MIN. ABOVE TOP CLARITY) WLSOp TRIM MEMBER 1 oP 2" FLASHING DRAINAGE PLANE (WRB -Z VINME I I Y' X 6' SIMULATED 1 .I (W/%, PLEXIBLE \ / ukiop TRIM MEMBER LATER #1, STUCCO WRAP) BACR RC &' SEIF ADHERING � � ; i } FLASHING RING FLASHING \ I WRB LATER #2 (F0RT11=15ER CTHICK 3 COAT \` SEAL GAP W/CAULKING EMENT PLASTER N\ OATFdEROVEDTEALANT BUILDING PAPER) BAARRIERR�sisnVE METAL LATH BARRIER "I X—X—X—X WEATHER RESISTIVE E-Z BEAD VINYL CASING CASING BEAD OP R AI S EI D BARRIER "2 BACPVC KR ROD) ESTUGGO HAND (FILRAME) SIDING TO STUCCO WEATHER RESISTIVE IBARRIER 02 WOOD SHEATHING F� � SCALE: 11/2"=1'-ID" C FRAME TO FRAME TRANSITION OR TAe" TIP SHEAtHINCs SYSTEM) (INSTALLED PER MANUF. SPEGS.) 19 SELF—ADHESIVE FLASHING — — A R C H I T E C T S I N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325— F�- w (L �- A F r a 61 r summv. & IIioTtS t CREEKSIDE LOT #107 PROJECT# 04•321.000 JUL 12 2017 04/05/17 4"=1'-011 a CUT HOUSEm AT 45' ANGLE MODIFIED 11, CUT IN HOUSEWRAP LINE OF L OPENING APPROVED HOUSEIL'RAP OVER SHEATHING OVER WD STUD WALL STFP 1 INSTALL b' SELF-ADHE FLASHING C NAILING FL JAM55 EXTEND FL 1' BELOW S F-LEX15LE f DO NOT BE FIN TEMPORARILY FOLD -UP : SEC HOU5EWR4P(0 TUCK FLAP UND at HEAD FOLD HOUSEIU IN AT JAM55 4 SLOPE SILL R NSTALL b' SELF-ADI-E 'LAST-1W3 C ANYL HEAL 'LASHING DAMS) NAIL 'LANGE 2XTEND SELF-ADHE =LASHING I' BEYOND Jo 'LASHING NSTALL vIP :AP ALIGN FLASHING W/ INT. EDGE OF SILL RD. MECHANICALLY FASTEN FANNED EDGES.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE FOLD HOUSEWRAP DOWN t TAPE DIAGONAL CUT t ACROSS HEAD OF WINDOW SEEP 8 il'PLY %' NCM. :ONTINUOUS 5E, 7F SEIALANT AT AI'TSS AND HEi iPPLY TO EAC IINDOW NAILING LANCi5 IN LINE 'I�-F'UNC1-4ED IOLES OR SLO1 INSTALL b' WIDE ,Q,DHESIVE SACKED FLEXI5LF FLASHIN MATERIAL OVER PRIP CAP JOINT (PROTECTC?-WRAF 5T-2VXL or EQUIP) WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP 5CALE: NT5 NOTE: IF T�= 5�4AT�4IN INSTALLED/ PLEASE & ANUFACTUIR;i�5 IN&TALLATION �=OCE[DL�e INSTALL PLUME, L AND SQI. MANUFAC WRITTEN INSTRUCT Y 4NE NG DINT IT IS THE CONTACTOW WSPONS1511-TY TO VERIFY TI-E COMPATI5ILITY OF ALL PRODUCTS INCLUDING HOUSE[WRAP, SEALANTS M SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTIM INSTALL ALL MATERIALS PER MANUFACtURERS WRITTEN SPECIFICATIONS .�-1i,lIA LF Al I Al N AND SEAL JAMS TO SILL JOINTS WITH 1199 FOLLOWING COMPLETION OF QIOR RETROFIT WORK REPAIR SCHEME SHOWY SHALL 5E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION 5ELOW THE WINDOW OF ENING N T (SEAL INTERIOR PERIMETER OF WINDOW WITH (SEALANT A R C H IT EC T 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 mmmumaw W v Z W lu o w V Lu r r 64 ti asinmrv. a LOT: CREEKSIDE LOT #107 PROJECT# 04321.000 ODZU 4EJB "2807-ELLS" GARAGE BWMG: RIGHT PAGE WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT: 87rATE OF FLOWA JUL 12 2D -RA f 04/05/17 BC ZX:1/4"=1'-0" A R C H I T E C T 1 2x& SUB -BAND W/1"x4" NOTCH 6 END, WRAPPED IN P==FL 4 STICK DRIP EDGE -1/0" TEXTURED FINISH Q WOOD %11 TEXTURED FINISH a C1" IU METAL FASCIA WRAP 1\ I\ I\ I\ \\ 2Xro 5U5 I \ I \ METAL FASCIA \ WRAP Yell FROM \\ STUCCO, I" FROM \ WOOD WALL \\ ``--EXTERIOR WALL \ (FRAME OR GMU) \ NOTE NOTCH FOR 2X�o \ \ 5U5 BAND ONLY 1/8" TEXTURED FINISH o WOOD METAL LATH WOOD SHEATHING ` WRB LAYER 01, K STUCCO WRAP f Wi25 LAYER "2, PORTiF BER BUILDING PAPER —ROOF KICK OUT REMOVED \\ FOR CLARITY -ROOF DECK (BEYOND) DRIP EDGE, I" OFF WALL V NOT INTO STUCCO) � r � 3-GOAT PLASTER SUB -BAND W/I"x4" NOTCH END, WRAPPED IN PEEL 4 STICK .@ELEVATIONI •' METAL FASCIA WRAP I" OFF ee' WOOD WALL. SUB BAND 2" OFF WOOD WALL ROOFING CEMENT DRIP EDCsE METAL KICK OUT NOTE: IF ZIP SHEATHING PLEASE SEE 1 IAr PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 JJALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -m" SCABBED TO TRUSS W/126 NAILS (0"-8" O.G. MAX. 2x SUB -BAND W/V2"x4" NOTCH .8 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CI" IU) 4 UB BAND SAND DET, PAIL C 1 (9) W W/KICK- OUT LL FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFP SET OF GOl" IPONENT5) METAL FLASHING, WRAPPED MIN. Y411 ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/>y"x4" NOTCH a END, WRAPPED IN PEEL $ 5TICK *ROOF CEMENT a ROOF EDC-E OMITTED F OR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF 5ET OF COMPONENTS) METAL PLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/ly1x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT e ROOF EDGE OMITTED FOR CLARITY 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 mmmmomm CREEKSIDE LOT #107 GAMAGE SM33qG: RIGHT IPACM WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA JUL 12 VA"T&,% 04/05/17 3C i/4"=1'-0" r"(40,