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Home My WebLink AboutBuilding PlanJUN 0 5 2r i'�YIiVb: j1: St. Lucie Cour; A R C H I T E C T S • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: JAMES J. CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tat: (407) 774-6078 `vFax: (407) 774-4078 PLAN REVIEW DATE CHECKED BY: DESIGN CRITERIA: • FLORIDA BUDDING CODE, RESIDENTIAL, 5TH EDITION (2014) •ALL LOCAL AND STATE CODES *OCCUPANCY •CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED •EXPOSURE el -STORY RESIDENCE • 2-STORY RESIDENCE 'ems i � III III 1430 CULVER DRIVE IVE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 - RESIDENTIAL, GROUP R3 - VB - CLASS B - Vult=160 MPH Vasd=124 MPH -C - MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S LIVW3 1916 So. FT. GAR,za 430 SQ. FT. ENTRY 16 SQ, FT. LANAI 80 ea. PT. TOTAL 2442 5a FT. ABBREVIATIONS REVISIONS ASV. A30YE LAV. LAVATORY A/C AIR CONDPPIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT, ALTERNATE M. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MTD. MOUNTED CL CENTER LINE MTL. METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC TILE PLT. PLATE D. DRYER PLYWD, PLYWOOD DBL. DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. RIM DIM. DIMENSION RAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA EACH SHT. SKEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXEL EXHAUST SIM. SIMILAR EXT. EXTERIOR SL. SLIDING F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL FIR. FLOOR SECTION FLUOR, FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FTG. FOOTING THK. THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISnsAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP• TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW cow, W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REV. DATE DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN PG 1B=LINTEL SCHEDULE PG 1B.1-SAFE LOADS PG 2 -FLOOR PLAN PG 3D-ELEVATIONS PG 3D.1-WALL ASSEMBLY PG 4D-FRAMING PLAN PG 4.1-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG Dl-FOUNDATION DETAILS/SECTIO PG D2-1-STORY WALL SECTIONS & PG D3-2-STORY WALL SECTIONS PG D3.1-2-STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-PRODUCT APPROVALS 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 ARI: THE RESP0,0121LITY OF THE 0JTRACTOR OF RECORD ALL MANUFACTURES LABLES SHOWING U FACTORS AND SHGC COMPUANC`- WITH FBC ENERGY CODE MUS: REMAIN ON ALL DOORS AND WIND(ia UNTIL INSPECTIONS ARE APPROVED N' �rF r r NOES' • -- -� THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICABLE CODES. i`I', �i3tiT`I �'u.c"^efr DI REVIEN` ED FOR COA Lu'NCL REVIE'NVED BY DATE � QN 1OD 'rIIIST 13� PLANB.'k.\D PE �fiT > OR IRO INSPECTIO:s WILL BE "Op ' � s esi, B Inc. 1441 N. RCiNALD REAGAN BLVD. LONGWOOD, FL 32750 PHI: 407-774.6078 FAX: 407-774-4078 www.abd,esigngroup.com AA A: 0003325 CREEKSIDE f J 118 PPYP ` ." 3/2J/17 ru o STATE OF FLORIDA CERTIFIED BUILDING CONTR.4,CTOR: D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733797 A STATE OF FLORIDA PROFESSIONAL ARCHITECT° JAMES J. CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC, 1441 NORTH RONALD REAGAP LONGWOOD, FLORIDA 32750 Tel: (407) 774- 6078 Fax: (40'- 774--4078 PLAN REVIEW _ DATECHECKED BY DESIGN CRITERIA: *FLORIDA BU+ JINC, CODE, RESIDENTIAL, 5TH EDITION (2(4) • ALL LOCAL AN") )-TATE CODES OCCUPANCY CONSTRUCTION 'YPE * MIN. INTERIOR i'INIQF $BASIC WIND SPEED EXPOSURE of —STORY RESIDENCE 2—STORY RESIDENCE 99 1028 o / r.% 5 i f\ / i. i / / / 2 / 0 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 ABBREVIATIONS REVISION0 - :,ESIDENTIAL, GROUP R3 - 7B - ;CLASS B - Vult=160 MPH Vasd=124 MPH - MAX. HEIGHT AS PER LOCAL AND STATE CODES ��`QYT CALC.'S LIV;i� 5 1916 50, FT. GAR, OE 430 50. FT. ENTF ' 16 50. FT. 6_AN4 , 50 50. FT. 2442 50, FT. 16604.1 f� A,9v. A/C ADJ. ALT. AMP. HD. CL CAB. CLG. CLR. CONC, CPT. C.T. D. DBL, D.G. DIA. DIM. DISP. DP. DR. D.S. DTL. D.W. FA, ELEV.A. EQ. EXH. EXT. F.G./FX . F.G. FIN. FIR. FLUOR. FR. DR. FTG. GA. GAR. GAR. DISP. G.F.I. GL. GYP, BD, H.H. H.C. HDR. HGT. OR HT INSUL. INT. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARAGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAY. LUM. M.C. MFR. MIN. MTD. MTL. N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. RAD. R.A.G. REF. RN. R.O. S.D. S.H. SRT. SHTHG. SM. Si. SL. SL. GL. STD. SWS SC TEMP. THK T.O.C. T.O.P. T.O.S. TYP. U.N.O. V.P. W. w/ WD. WDW. W/H W.I, LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SINDAR SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION SOLID CORE TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON REV. I DATE DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN PG 113-11NTEL SCHEDULE PG 113.1-SAFE LOADS PG 2 -FLOOR PLAN PG 3D-ELEVATIONS PG 3D.1-WALL ASSEMBLY PG 4D-FRAMING PLAN PG 4A -CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG D1-FOUNDATION DETAILS/SECTIONS PG D2-1-STORY WALL SECTIONS & NOTES PG D3-2-STORY WALL SECTIONS PG D3.1-2-STORY WALL SECTIONS PG D4-MISC. DETAILS PG D5-PRODUCT APPROVALS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6--WALL ASSEMBLY DETAILS 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.abdesigngrcrup.com AA #:0003325 CREEKSIDE LOT# 118 k:J;; ,,P IL I I FTr_+,4i ' 3/29/1'7 1 /4"= V O" GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV POOLROOMS 75 V BALCONIES AND DECKS 40 VI, STAIRS 40 VI I. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF C. ROOF LIVE LOADS R301.6 I "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II, CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA 1. BASIC WIND SPEED 11. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 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). 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 '/" 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL 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 = 1,100 PSI Fv = 175 PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED T0; 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. FORASPHALT 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 CEMENT ITIOUS 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 ARA RATED '/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13, PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. MASONRY 14 TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MIEMBER FORCES AND STRESS CONTROL 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED 1N ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED r, ONRTRI ICTIfON 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF PSI. WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 3, OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 5, THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 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 FOR ALL SIMILAR CONDITIONS. 8 THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9 NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10 FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER 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 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN '/ INCH AND NOT MORE THAN'/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7 FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 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 SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 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 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25" PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4 PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/2-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE, GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 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. 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 T 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 3/" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT, TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 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 PERTHE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12, OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM '/" PVC (SCHEDULE 40), INSULATED WITH '/" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014), 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). 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, e" 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-C926-1la & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & 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-C1063-11AAND 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. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 11441 N. RONALD REAGAN BL LONGWOOD, FL 32750 u PH: 407-77"078 FAX:407-774,4078 www.abdesigngroup.com s- AA #: 0003325 tip 0 1-i 1'q J" l v t11L NOTES i ;rr 1441 N. RON+ALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wuvw.abdesigngrou p.com AA #: 0003325 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 FIM: 407-774-6078 FAX: 40774-4078 vmw.abtlesigngroup.com AA #: 0003325 stinniv. & roTt CREEKSIDE LOT- 118 4 JI=11-019 skuffm 1 -A L— 3 (2) 3052-5�4 LIVING ROOM 8'-8" CLCx. LANAI 8'-8' CLCs. L— 6 6068 S.Cs.D DROIOM 8'-8" CLG. D L— 3 (2) 3052-5-4 EGRE55 OWNER'S SUITE 8'-8" CLG. I ' I I I I 4A I 0. I BATH I I W.I.C. a' -a' CLG, GLCz. �= L--� KITCHEN r--� s'-a" CLG. LAUN. I I I — — — — — — CLG. L--J PAN. r — — 8'-a" CLG. -- O ---- L-- I BDRM. #4/ ---- DEN I I I 8'-8' CLG. �� II - II II BDRM•#3 — — — — — - o0 I7 I L-----J II II II II II BATH #2 CLC%. GARAGE Spa cLrz, BDRM• #2 �6=I;`�� ®. I __ ENTRY I L— 7 (2) 3052-SH I __-- ECsRE55 L— 3 L-1 LINTEL SCHEDULE NOTI THE LINTELS MAY 5E SU55TITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF 1=QUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED d)d) cr L— 2 0� '�T®4 A4ETle LINTLL SCHEDULE LINTEL NO. L=NrzT14 iYPF= COMMr=NT5 L 1 IT-4' 8F28-15/IT L 2 4'-6" SP16-05AT 1-3 1'-6' 8F16-15/IT L.4 II'-4' 8F16-15AT 5 - - NOT USED 6F24-15/IT -- L ? 4 -6" 8 6-05/1T A5V. DOOR A55r=m5LY 1 N. RONALD REAGAN BL LONGWWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 vmw. a bdes i gngro u p. co m AA #: 0003325 i i t a 1 y' f S 2 3 w D l,, TWOTIT ■ EEKSIDE 3/29/17 1 /ei)-19-0" A R C H I T E C T s eAFE LOAD TAE5L e FOR GRAVITY, UFDL11=T 4 LATERAL LOADS S" f RECAST 4 PRESTRESSED U-LINTELS L�I�ICsTI-I TYP SU8 9F8-06 SF12-05 BF16-0 20- 24-0 28-0 32-0 8F8-I5 SFI2-18 SFI6-IB SF20-IB SF24-15 V 28-I5 SF32-15 2'-1®" (34°) PRECAST 2302 316fo 44-13 6039 l52(o 9004 10472 11936 31(o6 4413 6039 1526 9004 10412 11936o 3'-ro" l42") PRECAST 2302 3135 3311 4689 6001 1315 8630 9947 3166 4413 6039 1526 9004 10412 11936 4'-(d" C48") PRECAST 2m29 2325 2496 3461 4438 5410 6384 1358 2646 4413 6039 7526 9004 10472 11936 4'-(o" (54") PRECAST I651 1781 1913 2651 3403 4149 4896 5644 2170 4021 6039 1526 9004 10412 96(o8 5'-4" (64") PRECAST 1184 1223 1301 1809 2317 282ro 333(o 3846 1665 2889 5051 6096 5400 6424 1450 5'-10"(10") PRECAST 912 1000 1059 1414 1889 2304 2121 3131 F 1459 2464 4144 5458 4431 5280 6122 ro'-6" l�8") PRECAST c�3-1 1255 2101 3263 2146 3358 3971 4585 1255 2101 339ro 5260 1134 8995 6890 f'-6" C9®") PRECAST �61 1029 1675 2385 1994 2439 2856 3333 1029 1615 2610 3839 5596 6(o13 5041 9'-4" C112") PRECAST 513 632 1045 1469 1210 1482 1154 2021 165 1212 1 1616 2544 3469 4030 3127 10'4o"C12(o") PRECAST 456 482 802 1125 915 1122 1326 1535 655 1025 1514 2081 2114 3130 2404 I1'-4" C13(o") PREGAST 445 598 935 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 2014 1510 I818 555 864 1254 1693 2211 2832 3590 13'-4" (160") PRECAST 362 421 l26 1028 1331 Iro35 1224 1418 485 148 1016 1438 1555 2343 2920 14'-0"(168") PRECAST 338 381 648 919 1190 1462 1081 1260 455 lOo 1003 1335 1114 2153 2666 14'-8" C116") PRESTRESSED N'R. NR NR NR NR NR NR NR 465 165 1 1310 2045 2610 3185 3165 15'-4" (184") PRESTRESSED N.R NR NR NR NR NR NR NR 420 695 1250 855 2310 2890 3410 11'-4" (208")PRE5TRE55ED N.R NR NR NR NR NR NR NR 31ID 530 950 1400 1800 2200 2600 19'-4" (232") PRESTRESSED NR NR NR NR NR NR NR 240 400 150 1050 1400 1120 2030 21'-4" C25�o")PRESTRESSED NR NR NR NR NR NR NR 183 330 610 940 1340 1150 2110 221-01IC2(o4")PRE5TRES5ED �'R'F NR NR NR NR NR NR NR 160 300 510 Slo 1250 16(00 1910 24'-0'(288") PRESTRESSED . N.R130 NR NR NR NR NR NR NR 240 4l0 l20 1030 1 1350 1610 I. F'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/6" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60 1=ield rebar per ASTM A615 GR40 or GR60. (o. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. S" PRECAST 4 PRESTRESSED U-LINTELS cas R�ra Uf=L f FT LATERAL TYPESFS-I LENGT44 SFI2-IT 8FI6-IT 20-It 24-It8F28-It SF32-iT 8L48 SFS 8-2 12-2t 16-2T 20-2 24-2 28-2 SF32-27 2' -10" (34") PRECAST 2727 2818 4101 5332 6569 1811 9055 2ID21 2021 2121 2754 3981 5190 6401 1630 8851 3'-6" (42") PRECAST 2165 2285 3260 4231 5215 6204 7192 1251 1251 2165 2215 3165 4125 5091 6061 7036 4'-0" (48") PRECAST I818 1989 2832 3680 4532 5387 6245 338 938 I818 1925 2750 3583 4422 5264 6110 4'-6" (54") PRECAST Ill 1162 2501 3257 4010 41(ol 5525 727 727 1660 1705 2435 3171 3913 4658 540(o 5'-4" C64") PRECAST 1393• 1484 2110 2141 3315 4010 4648 505 505 1393 1 1437 2050 2670 3293 3920 4549 5'-10"(10") PRECAST 1212# 1357 1930 2505 3054 3665 4241 415 415 1212 1315 1815 2441 3010 3583 4151 ro'-ro" (15") PRECAST 1141� 2 IDID 1133 2250 2169 329ID 3812 70-1 887 1141 1182 1684 2192 2103 3216 3132 9590 912 1475 1914 2354 2191 3240 591 65� 990 I 102 9 146 6 1901 2 351 2191 3245 3'-4" (112") PRECAST 801* 612 980 1269 1560 1552 2144 454 630 801 155 1192 155ID 1910 2211 2634 1®'-6°C126") PRECAST 116, 498 193 1021 1261 1496 1731 396 493 lib roll 1039 1389 1111 2034 2358 I1'-4" (13ro") PRECAST 66ro• 439 696 899 1104 1309 1515 363 E6 ro (o66 535 905 1295 1595 1896 2198 12'-0" C144") PRECAST 60l• 400 631 816 1001 1186 1312 340 494 Co31 1 486 818 1209 1514 1199 2086 13'-4" C16m") PRECAST 500• 340 532 686 1341 99l 1153 302 398 573 409 682 1004 1361 1631 1891 141-(d°C168") PRECAST 458^ 316 493 635 1l8 922 1065 286 360 548 375 629 922 1254 15rol 181ro 14'-8" (ll6") PRESTRESSED 243 295 45c3 591 124 851 990 N.R 357 243 352 582 852 1156 1491 1142 15'-4" C184") PRESTRESSED 228 2l8 430 553 roil 501 925 N.R. 32� 228 32c3 542 lgl 1012 1381 1616 17'-4" (208")PRE5TRE55ED 168 236 361 464 561 610 l74 N.R_ 255 188 276 449 649 8l4 1121 1389 19'-4" C232") PRESTRESSED 165 201 313 401 490 518 661 N.R. 204 165 239 353 550 736 940 1160 21'-4" (25611)PRESTRESSED 145 186 218 356 433 512 590 N. R iT2 142 212 336 411 635 501 993 22'-0"C264")PRESTRESSED 140 180 268 343 418 493 568 N R 161 131 205 322 451 (ool 111 g41 24'-0"C288")PRESTRESSED 127 165 244 312 380 441 515 N.R. 135 124 156 290 405 538 680 833 G;ENEfRAL NOTES OREDUCE VALUE BY 25516 FOR GRADE 40 FIELD RESAR 8" PRECAST UJ/ 2" RECESS DOOR U-LINTELS TYPE SRU6N1441B OR=10-I5 8R-14-IB 8RFI8-IB 8�22-IB 8W26-IB 8RF30-IB 2982 3954 4929 5904 6550 4'-4" (52") PRECAST 14893053 3412 4982 6412 7941 9416 10615 4'-roll (54") PRECAST 1351 2182 2114 3600 4481 5375 6264 3412 4982 6412 1-941 9416 10818 Ill 1550 2055 2566 3015 3585 �✓'-8" C68")PRECAST l85E1332 2162 4014 6412 651F6 5814 68395'-I(d" 1500 1449 IS24 2400 2816 3352 Ci(a") PRECAST 735 2051 3811 6412 (o$Iro 545o 64116'-8° �8(d") PRECAST 822 1677 2933 2516 3223 3872 4522 Sol 1617 2933 4100 6130 5171 6lol l61 1311 2252 1958 2451 2944 3439 1'-roll (90")PRECA5T ro65 164 1311 2329 3609 5492 6624 5132 9'-8" (11611) PRECAST 311 420 834 1253 loll 1342 1614 1886 535 928 1491 2119 2618 3595 2515 all PRECAST UJ/ 21' RECESS DOOR U-LINTELS 4^ZT_<WM U f L= FT LATERAL TYPE LENGTi-I 6R=6-IT .8FZ-10-IT 6r%=14-IT S}2FI8-IT OW22-iT 8=26-11 6R=30.1T 8RF6-2T 84;i6=10-2T M--14-2T 8RF18-2T 8RF-22-2T 9W26-2 8R=30-77SRU SRF 4'-4" C52") PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1515 233E 3110 4008 4850 569ro 41-6" C5411) PRECAST 1192 15ol 2311 3121 3931 4156 5517 853 853 1192 1455 2240 3036 3831 4643 545:3 C68") PRECAST 1112 I195 2423 3055 3689 4325 501 5IDI 501 924 1132 1141 2351 2918 3603 4230 5'-10" (10") PRECAST 896> 1138 1142 2352 2965 3581 4198 469 469 896 1099 169ID 2258 2891 3491 4106 6'-8" (80")PRECA57 lie 882 1513 2042 2513 3101 3642 830 1100 778 7 956 1468 1981 25ID9 3035 356.1 1'-6" (90")PRECA5T 688 697 1325 1810 2280 2153 322-1 11ID 941 688 849 1302 1762 2225 2690 315-1 9'-8" C116") PRECAST 533• 433 808 1123 1413 1104 1995 516 614 5 627 1009 1369 1128 2088 `s33 2456 1%'FE D e 1r_-x IAT I ON F = FILLED UJITI-4 GROUT / U = UNFILLED QUANTITY OF "5 RESAR AT BOTTOM OF LINTEL CAVITY aF1 =1 /17 NOMINAL WID744 J L QUANTITY OF •5 NOMINAL 14EIGI4T RESAR AT TOP 5AF=-F LOAD 7,45LE NOTES 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 lintels meet or exceed L/360 vertical deflection, except lintels IT-4" and longer with a nominal height of 8" meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. T. 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Gast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 *RI=DUGI= VAL.UF BY 155"o FOR GRADE 40 FII=LD REB+aR "S RESAR AT TOP MIN. (I) REQ'D 1-1/2" CLEAR -A f 4--a C.M.U. f e Z f c ® ° . GROUT Z < 05 RESAR AT BOTTOM • •, OF LINTEL CAVITY 8" NOM 1-5/81ActuAL 507TV-1 REINFORCING PROVIDED IN LiNTEL INAL WIDTH (VARIES) I. All values based on minimum 4 bearing. Exception: Safe loads for unfilled lintels must be reduced by 2091. 1f bearing length is less than 6-1/2" Safe loads for all recessed lintels based on 8" 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 r rebar may be substituted for two *5 rebars in 8" lintels 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. 8. For composite lintel heights not shown, use safe load From next lower height. (a. All safe loads in units of pounds per linear foot. I N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 Phi: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F h 2 W t 0 0. v A F FLO m & LOOT: EKSIDE T# 118 FrROJ=T# 04321.000 ffiODRi.: 4EBB "1828—CALI" GAPIAGA BVZIQ: RIGHT PAC& SAFE LOAD 'FABLES (CAST—CRETE) ARCHITECT: STATE OF FLORIDA 3X29/17 1 91C1/4"=1'-0" 1 1 12'-4" (2) 3052-514 I0'-2" LIVING ROOM � I G'_T1 7 63 r w 3� _5 I0'_0, I I I 6X6 POST I 1 (2 TYP) 1 I 8'-8" CLG. I LANAI 1 12-I'-011 t 1 3 1'- -z" NN DaIOM 41-811 -2" it) 12'-8" (2) 3052 OWNER'S SUITE CLG. �t 1'-I4", ,rb 4'-8" �5'-C" G. V. w.I.c. '-8" b36 _ mi CLG. y) 61_81: I OFT . I DW L---- REP _ b24 5INK- 1R-I5H - 3-9 P III_I� 2 8 _ 3' 6^ _ r LAUN. I —� p I 2-8 o� v � 3 �� * 3 ' PAN. RANGE CLG. _Sll CLG. - ( I - oal I 3-SH O — V. ARC c--> 4 In I n!0 II — C.I 2' 4" IV. a I I > U 5�-4�� 3� 4a 1 O11 m w r I I� Y Or BDRM 3 II� _ 3'-4" o' S m BATH 12 CLI l� A ARM. 2 CLG Cal HDR m �r " (2) 3052-5�4 EGRESS 11'-4" 2'-8" 4'_ 4 8 Q• 8 -8' CLG. >Q a 411 5:_8ll !. V1 r.36'x6O° 22,;75 —� ATTIC I L ACCESS j -FOYER 8'-8" CLG. 3068 W/ 36"XIO" TRANS. -ENTRY B15RM. ,#4/ DEN CLG. BOLLARD —' AS REQ. PER 51 CODE re �N LLl 0U4 ro COMPONN'AND CLAD NG WIND LOAD$ BMIC WND FJ?=FlE FOR 3 SECOND GUSTS OPENIMS SOUAFE ZONE 160 WH WIND {Volt) F EMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 341-45 CRITERIA EXTERIOR SWING IS 5 33/-A3 DR. MIN. CRITERIA S.G.D. MIN. 41 5 31/-39 CRITERIA 160T0 O.H.D. 112 b 291-35 BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.E OF THE FBCR 5TH ED. (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONIAOL DATE 3120 GROUND WIND DESIGN SNOW SPEED`' TOPOGRAPHIC LOAD (MPH) EFFECTS' NA 160 C SQ.FT. CALC.'S LIVING 1916 SQ. PT. GARAGE 430 SQ. Ft. ENTRY 16 SQ. PT. LANAI 80 SQ. Pt. TOTAL 2442 SQ. fit. EXTERIOR MASONRY WALL $(RG. HEIGHTS 8'-8' BRCS. (]BAIR,Z _ID ETAI L f� SEISMIC DESIGN CATAGORY° SUBJECT TO DAMAGE: FROM WINTER DESIGN TEMP" ICE: $ARRIE:R UNDI=RTLAYMENT REQUIREDh PLOOD HAZARDS a AIR FREEZING INDEX' MEAN ANUAL tEMP1 WE ATHE RING" PROSt LINE DEPTH tE RMITE c NA NEGLIGA15LE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCrWITH SECTION PBC R302.9.1 THROUGH FBC R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION PBC R302.10.1 THROUGH FBC F2302.10.5 FLOOR PLAN NOTE:: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLI(? DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE: THERMA-TRU PIBE:RGLASS DOOR W/ TRANSOM (SINGLE A5SEM$L1') - 20 MIN. PIRE RATED DOOR FROM GARAGE TO RESIDENCE TO $E EQUIPPED W/ SELF -CLOSING DEVICE (R302B.1) FBCR 5TH ED. (2014). 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrowp.com A #: 00(i3325 �r ROOF FYPON BKt11Xl—t OR EQUIVALENT 8'—S" BRCS. HGT.� 1y 16'X62" FYPON DECO. SHUTTER OR EQUIVALENT 4" RAISED BAND (TYP.) 1�7- 8'—V 5R3. HGT. -0 _ 0-0" FIN. FLR• TEXTURED FINISH BLDG. 1 GT. FYPON LV12X24 OR EQUIVALENT Es'-8' BRCs. HCst. 8'-8" i3RCa. HCzt. rL 1'-011 OF ?.COACH T� LIGHT OL 0-0" FIN. FLR 0-0" FIN. FLR. — — — — — OFF RIDGE VENT OFF RIDGE � Nt LEFT' �E�LE TION TEXTURED FINISH ]RIGHT TEXTURED FINISH OFF RIDGE VENT ELEVATION OFF RIDGE VENT OFF RIDGE 'VENT 1'-0 tfJ r AREA OF ATTIC = 2364 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2364 /300 = 7.88 VENTILATION AREA X SQ. INCHES PER FT.(144) = 1134.72 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1134.72 IN UPPERPORTION OFATTIC - 567.36 SQ, IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 567.36 /115 TOTAL# OF VENTS REQUIRED = 4.93357 TOTAL# OF VENTS PROVIDED = 5 *AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OFWALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) S'-a, 15R:-3. HGxT. 0'-0" FIN. FLR. REAR, ELEVATION TEXTURED FINISH 1-011 0'-0" F1N. FLR. " 2 � ro 4 J ]L/OUV]ER DETAIL I^ IL" - 1'-0" 0'—O" FIN. FLIP, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wvmabdesigngroup.com AA #: O'003325 stmnxv. ac LOS% CREEKSIDE LOT# 118 3/29/17 1/4"=1'-7 rr wF TYP. Ply ;=n 14B ,WA FRONT ELEVATION E-�zi . E7 LEFT ELEVATION RIGHT ELEVATION MUM WA TYP. TYP. I�� Il �l : l l NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. roInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4=078 www.abdesigngroup.com AA ##: 0003325 y "z Y a, 4 A 3/29/17 . S . , 1/4"=1'-Q„ A (2) 2X12 5M. TO ii POST (2) M6TA-24 1005T TO SLAB A5U66 (TYF- 2) XI- 5JIL 2) 22 5M11 5JIL Fit A X- �xj �j PUG-410 m n N Di Q IIIID m m 7- 5ji va 5JI II 5J 3 4�pYv 11 ^ 5J3 5J5 ✓ r=jl r=j-t 5J5 :)r=TAL-20 EJ1A DETAL-20 ACJ A& I 00 �j AD -09 r -011 X A4 LL kn --------- -zo --T Razi (3� -u 3: J5 f AIA t" WE <1 0 70� 2 2'�XTT 4" A Cr <1 HUG-410 A2 A3 �/ 31 0 31-01, 31-0�l -oil GAI END 5RACINGx SEE 0-rL.'4' 9i-1 02 IX4 PIAG. 5TM. CHORD BRACINCx, TY10. FRAMING PLAN RANI 6/5/14 G 'De- Inc -I rou , I L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com sualoxv. a LOT: CREEKSIDE LOT# 118 PAGN* FRAMING PLAN 60 M11H EXP, RANEY ARCHITECT: STATE FLORIDA 3/29/17 X: 1/4"-V-0" 4 D NEC ,� R SCHEDULE CONTROL DATE: m1-05-" SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 NTA 16-I6 1625 (8) 10d x 1 1/2" I -PLY, (6) I6d 2-PLY, (USP: (10) 10d X 1 1/2' - NO I6d OPTION) (2) META-16 158E (2) HtA I6-18 2800 (10) 10d x 1 1/2' 1-PLY, (USP: (IO) Iod x 1 1/2") 251E (14) I6d 2-PLY (USP: NO 16ci OPTION) HETA-Ib 1810 HTA 16 1870 (S) 10d x 1 1/2' I -PLY, (a) I6d 2-PLY USP= (10) 106 x 1 1/2', NO I6d OPTION HETA-20 ISO NTA 20 I810 (S) 10d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) 106 x 1 1/2', NO Wool OPTION } � (21 HETA-20 203E C2) PTA-20 3230 (10) 10d x 1 1/2' 1-PLY USP: (10) 10d x 1 1/2' 25M (12) I6d 2-PLY (USP: NO Ibd OPTION) Z 0 LCx7-2 2150 LUCxt-2 1550 (i) - I/4' x 2 I/4' TITEN, 2 CUSP: BLK (5) I/4" WB, WOOD (Ib) Wool V) DETAL-20 24M DHTA-20 2430 (18) - 10d x 1 1/2, 1 PLY MGT + 3965 MUGT 41-15 (1) 5/6' A.T-R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) loci TO WOOD (USP: (28) 106 TO WOOD) HGT-2 + 1098m HUGsT-2 9790 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD (USP: WOOD (S) 10d) HGsT-3 + 10530 HUGT-3 Sabo (2) 3/4' A.T.R. IN HIGH ST5ZENGT14 EPDXY (MIN. 12' EMBED), (Ib) 10d TO WOOD (USP: WOOD (8) 10d) LGsT3-SDS2B 328E LUGT-3 3525 (12) SDS 1/4"xV TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL CUSP: GONG. (4) 3/8' X 5' WEDGE 5OLT, WOOD (12) W1525) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 /� (10) 10d x 1-1/2" CUSP: (10) loci x 1 1/2" VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HICsH STRENGTH EPDXY (MIN. 12" EMBED), (1(P)-SDS 1/4"XV TO WOOD (2) VGT 'Ties NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SpS 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 1155 (14) I0d x 1 1/2" CUSP: (14) loci x 1 1/2', (14) 10d) HTS-16 115o HTW 16 1260 (I6) loci x 1 1/2' (USP: (I6) 10d x 1 1/2", (16) 10d) HTS-20 1450 HTW 20 1530 (24) 10d x 1 1/2' CUSP: (24) 10d x 1 1/2', (20) 106) HTS-24 1450 HTW 24 1530 (24) loci x 1 1/2" CUSP: (24) 10d x 1 1/2', (20) 10d) (A 0- LSTA-12 ++ WE, LSTA 12 J30 (10) loci USP: (10) 10d LSTA-18 ++ 123E LSTA IS 1235 (14) loci USP: (14) 10d MSTA-IS ++ 1315 MSTA-IS 1310 (14) 10d USP: (I4) 10d MSTA-24 ++ Ib40 MSTA-24 1640 (18) 10d USP: (IS) loci MSTA-30 ++ 2050 MSTA-30 2065 (22) 10d USp: (22) 10d M5TA-36 ++ 2050 MSTA-36 2065 (26) Imd USP: (26) 10d M5TI-36 3500 KSTI 236 3850 (36) lod x 1 1/2' USP: (36) loci x 1 1/2' MSTI-48 5065 KTSI 249 5140 (48) 10d x 1 1/2' USP: (48) loci x 1 1/2' Hb 950 LFTA 6 1210 (8) 86 TO PLATES, (9) Sd TO STUDS CUSP: (I6) Sol x 1 1/2", (16) 8d) 51=4 pig SPT 4 945 (b) 106 x 1 1/2" TO STUDS USP: (6) 106 x 1 1/2" TO STUDS A34 395 MP 34 380 (4) 8d x 1 1/2' TO SEAM, (4) Sd x 1 1/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) ad x 11/2" TO POST. HGP2 645 HHCP 2 am (12) 10d x 1 1/2" USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE HIOA 1140 RT 16A 13W (18) 104d x 1 1/2' USP: (S) 10d x 1 1/2' TO TRUSS, (8) 10d X 1 1/2" TO PLATE VGT t HDU4 4540 PHD 4A 5215 (Ib)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4"x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: We' ATR MIN. i' EMBED SET IN HICsµ STRENGTH EPDXY, (10) W83 WOOD SCREWS VGT < HDiB 494m tDX 10 10140 (I6)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD EOL.TS W/ THREADED ROD, (2) NUTS/WASHER/2PLY USP: 1V8" ATR MIN. 7" EM5ED SET IN HIGW STRENGTH EPDXY, (4) 1/8' THRU-15OLTS V) © (� Z Q ABU 44Z 2200 6665 PAU 44 2535 61,15 (1) 5/8' A.T.R. IN HIGIN STRENGTH EPDXY, (MIN. i" EMBED.) IN GONG, (12) I6d TO WOOD USP: SAME AS SIMPSON A5U b6Z 2300 120M PAU 66 2380 1600E (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONIC., (12)I6d TO WOOD USP: SAME AS SIMPSON LTTIS +++ 1340 LTS 19 1205 (I) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. i' EMBED.) IN GONG, (8)10d TO WOOD USP: SAME AS SIMPSON LTT205 +++ 1500 LTS 205 1105 (U 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG, (IOJIOd TO WOOD USP: 3/4' ATR MIN -P EMBED SET IN HIGH STRENGTH EPDXY, 00) 10d, (10) 10d x 1 1/2', 2-I/2' HTT4 4455 HtT45 4lbm (1) 5/8" A.T.R. IN WaP 5TRENGsTH EPDXY (MIN. T' EMBED,) IN GONG., (18) SD"10 x 1 1/2' (USP: (20) Ibd X 2-1/L") USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-1/2', (20) I6d x 2 1/2' HTT5 50W WTT45 5005 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7' EM5EDa IN GONG, (26) I6d X 2 1/2' (USP: (20) I6d X 2-1/2') USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2', (20) 16d x 2 1/2' HHDQII-SDS 2b+ 11010 UPHp 11 14395 !U I' A.TR IN HICsH StRENCstH EPDXY, lMIN Ip' EMBED.J IN GONG, (24) SDS Y4" x A' WOOD SCREWS (USP: (24) WS3 WOOD SCREWS) H015 6645 TDX 10 10140 (1) 1/8" A.B. IN 14IG14 STRENGTH EPDXY, (MIN. "I" EMBED) IN GONG., (3) 3/4" STUD BOLTS TO WOOD (USP: (4)'1/8" BOLTS) cn Ld Z Q = MBHA 3Bb/11.25 3415 5330 NFM35XUU 2580 7130 SIMPSON; (U 3/4' A.T.R. IN WICI-I STRENGTH kPDXY, (MIN. b.-15' EMBEDMENT) IN Cl-t.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (18)10d TO BEAM USP: CU 1/2' J-BOLT W/ MINIMUM 6: EMBED. < NOT LESS THAN 4' FROM EDGE OF GONG W/ 3/4" DIA ITW RAMSETAQEDHEAD DYNA 5OLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. (14) 10d AT JOIST HUSC412 (WOOD) 3635 2660 (FLR) HUS4121F 3060 2710 (PLR) (10) Wool TO HEADER, (10) Ibd TO WOOD USP: SAME AS SIMPSQN 3265 (ROOF)- 3325 (ROOF) 1 {UG410 (CMU) 18m0 492- HD410 IF I3 S�Cp (18) 1/4' x 2-3/4' TITEN (S PER FLAN6e) TO CMU, (10) I0d TO WOOD: (USP: (I8) 114" x V WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD HUG21m-2 (CMU) lam 5085 Hp210-21F 1305 5000 (18) 1/4' x 2-3/4' TITEN (S PER FLANGsE) TO CMU, (10) 10d TO WOOD: (USP: (16) 1/4" x V WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) l0d TO WOOD HUC210-3 (CMU) lam Boas HD210-31F 130E Boom (18) I/4' x 2-3/4' TITEN (5 PER FLANGE) TO CMU, (10) loci TO WOOD: (USP: (18) 114" x 3' WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD LGUM26-2-5D5 1430 5555 L.GUM26-2 2125 6o65 (4) 3/8' x 4' TITEN HIP ANCHORS (2 PER FLAME) TO GMU, (4) 1/4' X 2 I/2" SDS SOWS TO WOOD, USP (4) 3/5' X 4" WE T+t W63 WOO SCREWS HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN i' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN 5E SU56TITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWA5LE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5ONp5EAM WILL 5E 5% MIN11"IUM EMBEDMENT INTO THE FOUNDATION WILL BE "I" Ld I— A.T.R. = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. vARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT GONNEG70RS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN U51NG ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER A5TM-AI53 USE OP EXPANSION ANCHORS WILL 5E EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAvE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES EASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2011" , 'HIGH WIND -RESISTANT CONSTRUCTION P-C-HWRC4G16, AND ANCHORING t FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-5AS-2012 t USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART -SINGLE -STORY 4PPL1rAT10N SIZE CLEAR SPAN D5L 2 x 6 D5L 2 x 8 05L 2 x 10 D5L 2 x 12 UP TO 5'-4' 5'-4" TO 7'-0" '1'-0' TO 10"-0" 10'-0" AND OVER TWO -STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN p5L 2 x ro p5L 2 x 8 D5L 2 x 10 p5L 2 x 12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO 5'-0" 8'-0" AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-O" TO 8'-0" U.N.O. 4'-11 I/2" 1'-II 1/2" AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS 2 3 At EACH END OF HEADER —2x12 ("2 SYP) -t/16' 055 NAIL (3) 12d ® (0"-8" O.G. TYP. 2x12 BM./HDR. 1 N. RONALD REAGAJBLVD. LOINGWOOD, FL 327PH: 407-774-6078 FAX: 407-774-407vv m.abdesigngroup. AA #: 0003325 3/,29/17 4.1 �t 1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP 5NGLE POLE 110V OUTLET 4!)To 110V OUTLET OP OUTLET WILD T WITCH GFI II®V OUTLET EQUIPED WKtRND FAUL INTERUPTER (TAMPER IWO15TANT TYPE) 220V OUTLET (4) WINE CONNECTION T GPI OUTLWATEiBROOF INFTER &UIrrCu 03 WT014 3-WAY OPER (�4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT /®\ VP VAPOR PIIZO LIGPr �Q\ RECESSED CAN WALL SCONCE PRE -WILD VENT. PAN I CpM PER Sa ET. VENT. PAN W/LIGHr I GEM PER SQ. ET. V FIXTURE (SPEC'15 r5D ®r 2-15ULB WRAP ARMND _ Tr:LUORE5CeNT 4' ELUOiRESCENT •� 4' TRACK LIGHT ® PANEL METER O5�- SMOKE DETECTOR WALL MOUNTED GATT. eRKC-UP SD. SMOKE DETECTOR WI HA1 CAREATI MaMIDEs SMOKE DETECTOR �,K SAT(. SAcrc-uP w/ 4ARPWIM LATER -CONNECTED &HALL M A DISTANCE OF NOT LEOS THEN 4' uAi L PENDANT LIGHT I I� NATURAL G48 fV OUTLET . TELEPHONE JACK WATER HEATER TO M ELEVATED DISGONNECT A/G AIR C7401TIGNING DISCONNECT TELEVISION JACK CEILING 13OX REMIREP JO J-5OX TO 5E SUPPORTED IN ACCORDANCE W/ BOX MARKED AS SUCH FOR 1N&PECTICK CEILING EOX REQUIRED TO M SUPPORTED IN CEILING EAN/1-4441- AcCANCE W/ 5OX MARKED A& SUCH FOR INSPECTION FLOOD LIGHT OPT. SECURITY KEYPAD I--� P.6. PUS(+-EUTTON FOR CHIME& u65 PORT aOt : LOCATION OF TV JACKS t PHONE OUTLETS + FANS TO BE VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FHCR 5TH EDITION (201A)_ 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI o ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL BATHROOM EXHAUST PAN TO HAVE MIN, CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OP SECTION M15013 F5CR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL 5E NON METALLIC GABLE PER ELECTRICAL PROVISIONS OP F5CR 5TH Er-) (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH ED (2014). ALL LAMPS SHALL 5E SELECTED 5Y BUILDER AND 75% Or LIGHTING MUST 5E ENERG'r EFFICIENT TYPE PER F.B.C. ENERe'r CONSERVATION (FESIDENTIAL ENE2'sY EFFICIENCY) 2014, 5tH EDITION R404.1 CEILINGLANAI IMTO. LIGHT I ,TO 5E , INSTALLED PROVIDE 13 J-50X FOR I OPT. FAN 1 \ I Fl LIVING ROOM PRE -WIRED GLCx FAN � / SWITCH IN OUTLET — — CA5INEt 1 FOR DW .xr I I CAI Ib CFI 192® / // OPT7 192m REF�I DW SINK / PAN. 31 \ RANGE \ CsFI � i C� CsFI , HOOD WIRE W/ OUTLET FOR FUTURE MICRO BDRM. 3 26 26� PRE-wIRi=D \ CLG FAN \ \1 2 GOND. 5 2,4 BATH #�-\ 13 BDRM.#2 i PRE-WIR1=D 2� CLG PAN \ FOYER DINING., ROOM OWNER'S 24 SUITE 31 1�24 PRE -WIRED CLG FAN / /SO 17 17 S/CO / 24( I 24r'� W.I.C. \ L —1 FT T— LAUN o j 101 // �• n� all FAv/� -'T, � RAI 0. IATH 1 C. 29 - BDDREM. #4/ 29� — 29 PRE -WIRED CLG FAN P.B. FOR-) T "'13\Hv44" b,B ` WH GARAGE \ r — — — — 7 AM - DOOR \13 \ BOLLARD \ AS REQ. \ WALL MOUNTED PER 5LDC \ LIGHT W/SWITCH IN CODE \ ATTIC \ GFI T w,13 13 CLG. KEYLESS OUTLET 4 FIXTURE IL IRRIGATION OUTLET a 48" APP. - ENTRY 2g® GARAGE c�Fl / 13 / 13� �p I IZ�#IMES \ — — — — -- \ 13 ----------------------------- OPT. COACH LIGHT PROVIDE SQ-D "QC" PANEL LOAD CENTER OR EQUAL SERVICE 120/24OV, 1PH, 3W MINIMUM BREAKER AIC 10K BUS RATING:200 AMP LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT. NO. WIRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 2 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 1 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 20 LAUNDRY RECEPTACLE GARAGE LIGHTS AND RECEPTACLES 20 GFCI 12 13 14 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI 12 17 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 20 12 20 GFCI KITCHEN APPUANCE RECEPTACLES BREAKFAST ROOM 20 AFCI 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) DINING ROOM RECEPTACLE(S) 20 AFCI 12- 23 24 12 15 AFCI MASTR SUITE LIGHTS AND RECEPTACLES TOILET ROOM RECEPTACLE(S) 20 AFCI 12 25 26 14 15 AFCI BDRM. #3 UGHTS AND RECEPTACLES BDRM. #2 LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 15 IRRIGATION CONTROLS ONLY BDRM. #4/LOFTS LIGHTS AND RECEPTACLES 15 AFCI 14 29 301 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 31 32 SPARE SPARE 33 34 SPARE SPARE 35 36 SPARE SPARE 37 38 SPARE SPARE 39 40 SPARE NOTES: A. CONFIRM BREAKER AND WIRE SIZES WITH EQUIPMENT PROVIDED. B. WIRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH HALL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN. C. EACH MULTIW1RE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WALL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. D. PHONE & DATA WIRE TO BE CAT 5 E. CABLE TV 1WRE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. H. MAIN TO ALWAYS BE LOCATED NEXT TO METER. METER FIELD IE PO f= ELECTRICAL RISER F VERIFY LOG. NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. GRADE POWER CONI10,4NY TRANSFORMER PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN E L E C T R I L PL� T 1-1/2'' DIA SCHEDULE ' PVC CONDUIT ORPVC.PROVIDE 3 V� l� I'2/0 ALUMINUM (AL) IN 22DIA SCHEDULE 80 PVC. CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE 002) HOUSE PLAN: MODEL "'CALI" LOAD INFORMATION VA 1828 SQ FT GENERAL LIGHTING X 3 VA PER SQ FT 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 1 LAUNDRY CIRCUIT 1 RANGE AT NAME PLATE RATING OR COOKTOP/OVEN 1 WATER. HEATER 6484 3000 1500 12000 4500 1 DISHWASHER 1200 1 .CLOTHES DRYER 1 DISPOSAL 5000 500 1 MICROWAVE 1 REFRIGERATOR 1500 1200 SUBTOTAL OF GENERAL LOAD 35884 FIRST 10 ICVA OF GENERAL LOAD AT 10OX 10000 REMAINDER OF GENERAL LOAD AT 40% 28524 VA z .4 10354 TOTAL NET GENERAL LOAD 20354 3.5 TON HEAT PUMP (W/ 51CW EMERGENCY HEAT STRIP) 21 AMP z 240 VA= 9600 3.6 TON COOLING SYSTEM 40 AMP x 240 VA= NET GENERAL LOAD _- NET TOTAL HVAC 20354 9800 TOTAL LOAD 29954 CALCULATED LOAD FOR SERVICE 29954 VA/240 V= 125 AMP 150 AMP SERVICE *WORST CASE SCENARIO — HIGHEST HVAC LOAD USED FOR CALCULATIONS.• NEUTRAL CALCULATION. LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA 4 10096, REMAINDER a 3551. NET LOAD: 6,949 VA RANGE: 12000 a 10% 8,400 VA DRYER: 5,000 TOW;, 3500 VA TOTAL 16,84E VA NEUTRAL AMPACITY: 18,4813 / 240 = 18 A 02 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3x2/0 CU, THWN + 106 CU IN 2" CONDUIT OR 3 0410 AL, THWN + 1% GU IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT s OVERHANG.) COM5INATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL I5OA/2P MCES TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM 50NDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER GLAD GROUND ROD 1 N.lD RfAGAN BLYD. LONGWOOD, FL 32790 PM: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 CREEKSIDE LOT# 118 / oaf' i F,, 10X6 1 0 GPM I I I I I I I I LANAI I I I I I I I I 9' DINING ROOM 12x12 12X12 LIVING IOx6 OWNER'S ROOM 120 CFM IV SUITE 10X6 120 GPM hI KITCHEN 120 CFM 2 lox6 T5 CPM SX4 r AM F ,CF 4" 8x4 BATH I W.I.C. 45 CFM iL li c �i 8X4 r - cPl>�I o O L J 6 BDRM. 4/ ---- DE� 12XI6 q_— _ _ -_ 12xs M ITEt- LOUvER BDRM. 3 PLANTATION 180-04 2 '8" 10X6 MAX AIR 15 CFM 584.15 CFM 12x8 m WE IFi" ss 00 11 A L Q o 6' �f15 6 t CFI T SX4 ITT 5 GF 12X8 BAT 2 \ PASS AL THRU f� T10c-M BDRMi . 2 FOYER ENTRY GARAGE CALI EQUIPMENT SCHEDULE 3 TONS MFG CARRIER CU 25H15C536A Af 41J FV4CN5006 HEAT 5Kw SEER 15.,tv SEER TOTAL CAP 35400 ELECTRIC 208/230/IHP 5RKR GU 35 AHU 35 REP LINES 3/4' < 3/8" w 7 4 f, � � p i I CREEKSIDE LOT# 118 PRO _ T 04321.000 4EBB "1828—CALI" RIGHT e HVAC PLAN Ig 160 MPH EXP. C ELQ0LJ NE C (115 REBAR VERTICALLY W) OONC. POLAR CELL STUDS Ms° OL. MAk SEE EhEllawr CODE FORMS FOR IN61{LATIONATION R-VALUES SEC�E ESO14 TO e q Ld TEXTU�D PINISN SIMPSON 6P4 )' 141 2 P81 • Zb DAYS q a, CMU SECURE BT. 7-E T. 8L s'T. ATE TO SLAB UV 10d E ? w 5E B . A T SLAB W/ �° ANCHOR T T' S INKOIBC♦=D W/ r, In' GYP. WW-. W. T ' WASHER -I' ET70E MIN. 37' OC AX I" NOSIN l0" NAIL 3Z' OL. MAX 6 6 - WIAAUTA WMIM. IN1 GG MAX - WOOD gABE - 0'-0' FIN. PL.R�� • 4 RE J z 4,1 STOP - 4' CONC. PEINPORCED Ul/ 6'X6' p.� a -.. �' m • z r qV. - a .a , WL4)W4 WW.F OR PIBERME64 ON .� 4' CONC. REINFORCED W) 6'X6' WAXWI.4 4' CONC. REINFORCED W/ 6'X6' WIAML4 -I a• 4' CONC. RENFORCED W) 61X6' WAXWIA I 5 .a 6-MIL. VAPOR RETARDER ON U IF OR PIBERMESH ON 6-MIL. VAPOR WYF OR FIBERME84 ON 6-MIL. VAPOR WWF OR FISERME84 ON 6-MIL. VAPOR W - a O p Y L WELL -COMPACTED CLEAN PILL. z RETARDER ON DELL -COMPACTED CLEAN - w RETARDER ON WELL -COMPACTED CLEAN z RETARDER ON DELL -COMPACTED CLE "` • €-11u ,:� • _ TERMITE TREATMENT TO BE PILL TERMITE TREATMENT TO BE FILL. TERMITE TREATMENT TO BE PILL. TERMITE TWATMENT TO BE - \ BORn-CARE APPLIED AT FRAMING. - BORA-CARE APPLIED AT FRAMING. „� 0 BOIRA-CARE APPLIED AT FRAMING. ► cj ^;I_ w { m _ lZ) 5 REBAR ON CHAIRS (3) 5 RE15AR ON CHAIRS 4 -- - . ° BORA-CARE APPLIED AT FRAMING. u 14 U 4" 1 -01 4' 4 I' 4" 4' U 4" I'-fd w O w (2) 5 W15AR ON CHAIRS ® 4 4 ID" 4' B' 2'-ID" I'-e' IZ' MINL Bl.(,)WWI ,SRADE O (2) 5 MBAR ON CHAIRS ! •�I IN FOR EGRGVND. 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING �� 1 W/ BLOCK WALL AT L B. W. (W/ UPLIFT) AT L.B. W. ��, STAIR DETAIL 3A NOT USED SGaLE: l)z .r-m' SCALE: I/l'=I'-,a' AT L. B. W. (W/ NO —UPLIFT) SCALE: I/2"=I'-0' \ lil `�) SCALE:1'=r-m' _— � 4' CONC.. REINF. W) 6'x6' WIAXWIAO WIM ON w 6-MIL POLY ETHYLENE VAPOR RETARDER L > 4" ON DELL -COMPACTED CL♦=AN PILL 'TERMITE I 4' GONC, RE INK W) 6'x6' W44XI" WW'i STUDS. K' OL. MAX m 8„ TREATMENT 64ALL SE SORA-CAIE ON 6-MIL POLY ETHYLENE VAPOR STUDS I&' O.C. MAX 1 ! RETARDER ON DELL -COMPACTED CLEAN HEAD OF GARAGE J SECURE F.T. BT. PLATE TO 5 W/ !U 5 REBAR ON GHAItl6 -11-4 FILL TERMITE T�ATMENT SHALL 8E SECURE BOTTOM PLATE TO STUD W/ SECUE BOTTOM RATE TO STUD VARIES WITH SLOPE / MASONRY !AIL 32' O THICKEN EDGE BORA-� 811•IP80N 8P4 032' O.C. MAX SIMPSON SP4 632' OL. MAX f c� GARAGE STEP—UP HEIGHT OF GARAGE 6ECWIM ST. PLATE TO SLAB xi' HEIGHT � GARAGE SECURE BT. PLATE TO 6 SCALE: I/1'.I'-& VA"S WITH SLOPE ANCHOR DOLT Wf Z' VARIES WITH SLOPE ANCHOR BOLT UP Z' R T SECURE 5L 40d L 5 NON— BEARING N MN. 0 37' OC MAX MIN • 32' OG MAX. FR 32' MAX w rEPDXY NOT REOW E 'EPDXY NOT I ION BOLTS BOLTS fi w /--_-.•- N W w > w q '4 a 4' . W) 6'x6' IN.4XWIA0 U1WM °a �' -� > ON I YETI-IYLENE VAPOR _ .. -,.. ° ° ° (LSE SH ON /-MIL ' L IAX .. °4' GONG. REINFORCED W/ 6'Wr' WIAXWIIId q 4' CONC. Ro ° BETA R ON HELL -COMPACTED CLEAN z � q z - a PILL TERMITE TREATMENT SHALL BE g F • a °• ..64 BOR4-CAPE O Tj w� e-INGOIRGED W/ b'X6' WI.4XWI.4 4' GONG. REINFORCED W) 6'X6' WL4XWA ro - RET WELL -COMPACTED CLEAN 4' o NP 6'xb' W.4XWA0 WLM ON T WWF OR PIBERMEBH ON 6-MIL. VAPOR WWF OR FIBERME54 ON b-MIL. VAPOR WLW OR FIBERMEBFI ON 6-MIL. VAPOR J FILL- CARE APP=LIED At RAMING 4 _. �. 6 MA t SHALL �BORA CAREARDER m O ¢, _p. 4 PILL. EE ERIlt �A� COMPS CLEAN L > 4, 8' a" 4' 4" FgpRAERMI ) yL RETARDER ON W7=LL-COMPACTED CLEAN wITE TREATMENT TO DE ' ° - > V p L > (2) 5 REBAR ON CHAIRS „a . �ECOMPA CLEA+ m 4" I'_O" 4" -ILL APPLIED AT TPRN'11NCx 4 4' BAR rc: P-8" 2. 0. w (Z) 5 MBAR ON G+AIRS 3 M z w -(Z) 5 REBAR ON CHAIRS (3) 5 REBAR ON CI-VAIR9 (Z) 5 RE6AR ON CHAIRS 4 4 �> GARAGE STEP—UP q I. I'-4' m O ; 1—STORY FOOTING GA AGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. NON —BEARING �B.Wj.Lj UPLIFT 2—STORY L.B.W. W/ UPLIFTL.B.W. W NO UPLIFT W/_NO UPLIFT AT FRONT PORCHES 8,'- ' FJA XI' EXTENDED STEP scALE: WI- -0' scALE: 1!2'=I'CE NDED FOOTING IZ'7'�P1 I"IM. 3 GLtiRBEB SCALE: Id' G GRADE'. NIECE FOR v SECURE P.T. BT. PLATE TO "" a °a m bARAcsr DOOR 1/21Xmig ANCHOR BOLD W7 T' INF. Ill) G'xb' WIAXWL40 WUM — ' PT'IBED. MIN. 33' POARFP CE VERTICALLY Wf CONC. LL w CCMC. POWUED (CALLY GEL /�i' 6 1L POLY ETHYLENE VAPOR SECURE P.T. BT. PLATE TO SLAB W/ { In'Xt' ANCHOR BOLT W/ Z' 8' Cm � 9' �i CLEAN FILL TERMITE TREATMENT SHALL � EMBED. MIN_ 3Z' OG MAX - �- d� z BE SORA_CAR♦= - 4 O+bNC, REINF. W/ 6'x6' WL4XW.40 WWM ON > < = z £ w NOTE: I ��// 11 4^ 5 REBAR O1 CHAIRS �' 6-MIL POLY ET1-IYLENE VAPOR RETARDER ON w L W NOTE, OPTIONAL USE OF - q GONG �' 5 4. 1'-0" WELL -COMPACTED CLEAN PILL TERMITE q w 2' TREATMENT SHALL BE BOR.A-CARE ° a .GGNCI�tE mm • G,4IRABE �, TO D BY T _ HYLIE W64XWA0 WWM _-wi w a 6 POL'I' ='HYLENE VAPOR OUI LB TO SE DEISION- ED BY IL I ON. w ON WELLHroFPACTED CLEAN 6 BYILDER BY DIN8101'L 5'IW1�O (i (!) �6 IEBAR ON CHAIRS f `Q FILL 15RMITE TIEATMETIT SHALL ee STOP STOP -Pays, CONCRETE PAD q I .Wf 'x6' WAXW.40 ON - CUI N IGHT VARIES SCALE= I/J'=I'-®• 11 GARAGE DOOR FOOTING -MIL L HYLETIE` VAPOR � r o � � BOR.A.-� CURB HEKaFR VARIES n RE ON WELL -COMPACTED CLEAN - - _w I w .. _ • E: IR'=1,_®, a PILL TINMATMENT 64ALL BE z fC li ' !3) W . w _ _ DIY T Z.p BOR.4-CARE w P RE15AR ON CI4AIR6 q 7_ °. e > z L If a . -' > z ° 4, Wl6 L4 WW= OR P SERME6H ON 6-MILS'. VAPOR 6 8 BTU -�- 8 „sRIES 3 ? CK w (Z) 5 REBAR ON C4AIR8 _ - �? O 4' GONG REINFORCED W/ 6'X6' WL4XW,4 = 'a L RETAIRDER ON WELL -COMPACTED CLEAN FINISH FLOOR > A - 0 = WJF OR PI 1FIR-I F1 ON 6-MIL VAPOR - r ° • FILL. TERMITE TREATMENT TO w T. — IE m 0 4 2 AS T Gt ;1L.B.W. UP z O L W 4 • p, I' 0 4' CRAi� TREATMENT E TO FRsLIrWdG, w O -41 - 8 °.8. ,. i AIRS (3) vI5 I�BaR oNICHARb -. a` d ,//\ Jl i4 FOOTING °.� GARAGE STEP—UP EXTE DELI 1—STORY L.B.W. — UPLIFT 1—STORY FOOTING 2—STORY FOOTING �� &EXTENDED FOOTING t LNDED SLAB I IR' OJRS 4E1 5 8 AT GARAGE AT GARAGE SLAB AT S. G. D. SCALE: I/2'_r-0' SCALE: In I -0 SCALE: r=v-m' / ' DR -0 8A ,_ , �1C) SHOWER RECESS FOOTER (U 5 RMAR VERTICALLY W! CONC. £ § Iftow ED CELL CONC, REINF. Wf 6'x6' LLW WIIAO WJJM SEE ENERGY GORE FORMS FOR - ON 6-MIL POLY ETHYLENE VAPOR k INSULATION R-VALUES _ PILL TERMITE TREATMENT CLEAN TEXTURED PINI6N BORA-CARE 8' CJ'11) z (2) 5 REBAR ON CHARS L d 1/!' GYP. WL BD. U AB AT GARAGE _/—GROUTED SRND BEAM 71E VERTICAL REBAR VARIES PER ELEv. Q WOOD BASE TO HORIZONTAL SER'JICE DOOR � E: IR'=1'-0' M15AR W) 10• HOOK TIE VERTICAL REBAR 0'-0' TO HORIZONTAL , a GROUTED BOND SEAM 1 IREBAR W) IV' HOOK NOT USED �GAUL a VARIES PER ELEV. - VARIES PER E V TOP ^ — - -- 2 w TOP � . CPNG. REIN}C+f��ED W. 61X6' `t � z L z __ L4XW.4 MW OR NDERMES4 ON L a < co IY rc 6-MIL. VAPOR RETARDER ON WELL -COMPACTED CLEAN PIL'-., - 1 I NOT USED 1 GRGUTED eonD BE TERMITE TIE> IMENT TO BE : , POUND LIN AM BORA-CARE 4PIq_!ED AT '0; i—R' CMU ED L LINE C) — FRAMMG. .. m O 6' PVC 0 AGE THRU FO?T iNG z W 4 °g� ,4' f315 REBAR ON C+;A1� — 2X WALL I C) GMI) ° a -Y—_ _ E.. W'�:J$'XT' ANo4oR BOLTS or (4))i'XT' In' DRYUKsLL I -STORY ; w F .'..BOLTS MM. 5' EMBEDMENT W) Z'X2'XI/8' M -3 RF15AIR ON CHAIRS WOOD BASE 2-STORY e° ° T 4 "�BFE'R AND NUT SPACED S EVENLY FROM (3) 5 REBAR ON CHA!R5 T BOND BEAM. SET IN JOINTS 2—STORY FOOTING �''=�IOR TO FILLINc+.(SLEEVED ANCHOR IN ,,. ..4:. . 4LID Pt7JR ACCEPTABLE RETROFIT) 13 W BLOCK J� ALL ur -'T FRAME WALL TO SCALE: 1/2"=I'-e n` (I) 5 REBAR VERTICALLY UL' O.r9NG. r BLt ALL CONNECTION POUR CELL _ I/Z'.I'-0' SEE ENERGY CODE FORRMh POP —_ .....-..., ,, ,.,,.... .... a °" INSULATION R-VALUES gl n CLEANOUT RE6IUIRED w�i .ALE e' cm p FOR INSPECTION q CLEANSPEOUT TIOWRED —_ �16 GAS LINE THRU BLOCK 1/21 GYP. Wl.. BD. FOR rtNd=EcnGN z z WOOD BASE t ED _ _ r I NOT USED _V w 4' 6-MIL REIN'. W) YL8 W.VAP2OuWM _ _ -s � ON 6-MIL POLY ETHYLENE VAPOR k z E r RETARDER ON UELL-CO"R ACTED GLEAN 0'-0' FIN. FLR � O'-0' PIN. PLR t � ) � PILL TERMITE TREATMENT t4711L1, BE "r (115 FIEBAR SET M 61Mf v •• :iP+ `a ° `a ° �. a >I O BORA-CARE s+ TIE VERTICAL MBAR71E VERTICAL REBAR F ? STRENGTH EPDXY 6'.FT: *' '•"" - , . TO HORIZONTAL ° °a RE HORIZONTAL � !Z) 5 REBAR r I -STORY .. .. � a , REBAR W/ I®' HOOK q FEBAR W/ Ira' HOOK I s (3) 5 MBAR 0 2-STORY a c OUTSIDE REBAR TO BE ;q 6' PVC CHASE THRU POCT:INli w n.. �. CONTINUOUS 4' CONC, REINF. W) 6`x6 U.!b:,y,. =?&: �. (1) 5 VEIRT. DOWEL a m O m O !J4 _ ULM ON 6-MfL POLY ETHYLENE a ° LAPPED W( BOND SEAM —. VAPOR IETARDER ON HORIZONTAL/VERTICAL i °6 WELL-COMPACtm CLEAN PRl a" - . <U 5 PREBAR AT CORNERS E 6° I -STORY TERMITE TREATMENT BFFAIi � _.. � � 14N ?6' LAP MIN. � O 4" 8" 4" (Z) 5 REBAR ON GHAIFi& ss �+-CARE r I' MIN. LAP Z-STORY _ (3) 4i REBAR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT PIPE THROUGI I �L1 REINFORCING %� BEARING CHANGE TYP. RETROFIT FOR SCALE CAL� OMITTED DOWELS B REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING ° _ - SCALE: "`'_''-°' C AT LINTEL CORNERS W/ BLOCK. WALL AI�7L =1I]EFZ]0F?, FOOrr]E7EZS Arr SCAB'S 70 13E MIN. 12" BELOW LTW1DIST'UR]BEID SOIL,.: CONTROL DATE: 07/01/15: 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com iAA #: 0003325 sumDrv. as 1A01% CREEKSIDE LOT# 118 , LII 3/29/17 1/4"V O,r 2x4 BLOCKIl BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE "X" BRACING IS PRESENT 030 FELT =Al INSTALLED -- PER FBCR R"b 2.-t ON ll�" O.S.B. "f 7'IN15TALLED FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES 5k=AT141NG OR }" GDX PRE-ENG GAf5LE TRUSS S SHINGLES OVER 030 FELT PAPER At FIRST FIVE BAYS 4'-0" O.C. PLYW OID SECURED PERELT PAP1=RfNSTALLED PER FBGR (At 51-IEAtl-41NG SEAMS) FAatENER SGI-4EDULE ' CONE. 2x4 RAT RUN SECURED W/ PER FBCR RW1521 ON �" O.SB. fiY�.l2)12d'6 EACH TRUSS ON IS" O.S.B. SHEATHING OR 2' CDX o.H. vTO BE INSTALLED B MID. POINT OR I" GDX PLYWOOD SECURED PER hltL. DRIP EpCiEOF TRUSS SPAN, OR 10'-0" O.G. FASTENER SGI 4EDULE D SECURED STIFFBACK At ALL UPRIGHTS FASTENER 2x4 Ofv 2;K6 FASCIA PER SCHEDULE OVER 4'-10" HIGH (SEE SEALED ELEVATIONS ENG. FOR SIZE AND CONDITION) SEE ENERGY CODE FORMS FOR INSULATION R-VALUES OilV..�dTED ALUM. SOFFIT — ° GYPSUM BOARD OR }" HIGH MTL. DRIP EDGE T��" ? —PRE-El WD. TRUSS 24" O.G. Si IF=FBACK At ALL SEE ENERGY CODE FORMS FOR o.H. MAX. UPS iGHT5 OVER 4'-10 STRENGTH CLG. BOARD PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER" SEE HIGH .�E_ �'SEALED ENG, ELEVATIONS FOR aIZF E CONDITION.) ° 2x4 NAILER 5" GYPSUM BOARD OR" HIGH VENTED ALUM. SOFFIT OSB. SHEATHING OR 'CDX MTL. DRIP EDGE STRENGTH CLG. BOARD 2O 12d's a EACHRTRUSSGUREp W/ 2x4 24" O.G. m INTERIOR KNEE 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOO:;). ATTACHED PER WALL ELEVATIONS CONC. FILLED LINTEL BLK W/ (1) WEEP SCREED SEE ENERGY CODE FORMS FOR FASTENER SCH=DOLE ON 5HEET D2 I'5 REBAR CONTINUOUS (SEE DETAIL REED INSULATION R-VALUES OR TAL ZIP SHEATHING SYSTEM GONG. FILLED LINTEL BLK W/ (I) VENTED ALUM. SOFFIT (INSTALLED PEh2 MANUF. SPECS.) 11-011 EtilliLST RRAF` VERIFY o F. PRECAST LINTEL P.T. SECURED TO 5/5GYPSUM BD OAROR I/V *5 REBAR CONTINUOUS LAN MASO50 NRY w/ I/Z"x9" AB. HIGH STRENGTH CLG. BOARD 1/8 THICK, 3 OAT PORTLAND SEE ENERGY CODE FORMS FOR w/ 2" DIA. WASHERS, -" CE. ;EN PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIRE -SLOP EXPANDED CsoAL.V'p METAL LATH WINDOW ATTACHMENT AS PER 8' EA. END' 32 O.G. SEE ENERGY CODE FORMS FOR ON FORllil f? JUMBOTEX GRADE WINDOW. ATTACHMENT AS PER 2, V THICK, 3 COAT MANUFACTURES SPECIFICATIONS MAX IN FIELD. INSULATION R-VALUES 'D" F'AF'ER OVER TYVEK MANUFACTURES SPECIFICATIONS PORTLAND CEMENT BUILr.)ll JJRAP (REFER TO PLASTER APPLIED WINDOW ATTACHMENT AS ISTUCCO SPECS FOR COMPLETE DIRECTLY TO MASONRY GONG. FILLED LINTEL PRECAST SILL BLK. Will(1)05 1MANUFACTURES SPECIFICATIONS INFORMATION) PRECAST SILL „ OR �/16" ZIP SHEATHING SYSTEM (1) 05 REBAR VERTICALLY WillCONTINUOUS(INSTALLED PER MANUF. 5PEC5.) ll) "5 REBAR VERTICALLY W/ CONG. POURED CELL PRECAST LINTEL j ' PRE -CAST GONG. SILL (SEE DETAIL REED CONC. pOUREp CELL 3 GOAT F lx2 P.T. FURRING STRIPS m 24 O.G. r 5/8" THICK, Ix2 P.T. FURRING STRIPS m 16" O.C. Ix2 P.T. FURRING STRIPS 16" O.G. PORTLAND CEMENT SECUF'4 GABLE t0 2x6 P.t. --"` PLASTER APPLIED 41 I/2" GYP. WL. BD. PLATE Li 12d 5 8 O.G. MAX 8 GMU _s_---- 8' CMU DIRECTLY TO MASONRY WOOD EASE h 1/2' GYP. WL. BD. SECURE 2x6 FT.. PLATE TO BLK W/ I/2" GYP. WL.3p. (I) "5 REBAR— w WOOD BASE i"x9" ANCHOR BOLT Wl 2' WASHER WOOD BASE p VERTICALLY W/ GONG. SET IN 51MPal HIGH STRENGTH POURED CELL r ; EPpXY G"fB!'_P. MIN. m 32" OC S CMU- MAX. j d 5A THICK, ;3 COAT PORTLAND ` j uu CEMENT PLASTER APPLIED L [1 DIRECtL.Y TO MASONRY z 10 o , • d.. '.. ..5. 1-STORY GABLE BLOCK~ 1-STC)RY GABLE NOTE, PER I-5GR 1305.2.1 - I=OR ROOT= SLOPES 2:12 TO BLOCK WALL WALL W� VAULT CLG. LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4"=I'-0" scALE: 3/4"=I'-0" ]BLOCS WALL( SYSTEM' Is REC,zuIRED. I=CR Roos SLOPS O>= 4:12 OR 6%REAT=R, (1) LAYER UNDERLA"i IS SG4L3=: 3/, "=1'-0" PERMITTED BUT MUST BIB PER ASTM D22ro TYPE II, ASTM D 48613 TYPE IV, OR ASTM D 6�l k 2X4 SECURE TO BLOCK W/ 2X4s 2X4® 2X6 I SECURED t0 - IX4 DIAGONAL BTM. x �' TAPCON6 OR DRIVE PIN SECURE TO BLOCK Wl i(.' SECURE TO BLOCK Wi (MIN. 6,4ANK SIZE J45 rAPcons OR DRIVE PIN TAPGONB OR DRIVE PIN MASONRY w/ I/2"x9' A.B. w/ — CHORD BRACING. MIN, HEAD SIZE _W (MIN. SPANK SIZE J45 (MIN. SWANK SIZE .14r, 2" D(A. WASHERS, 7" MIN. SEE PLAN FOR MIN. EMBEDMENT) A9 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 8' Cmu EMBEDMENT WITHIN S' 0= LOCATION WITHIN 8' or EACH END / MIN. EMBEDMENT I Ya') MIN- INEMEEDIJBINTrAC I YEN NOTE: STRJCTJRAL 2X MUST BE K' DRYWALL " PRE-ENG'D WOOD 8' CMU 18' OrG. Max ePAONG. NOTE: STRUCTURAL tX MUST BE WITHIN 8' OF EACH END 1 NOTE: STRUCTURAL 2X MUST � WITHIN A' aF EaCH1 END 1 ON OUTSIDE < SECJR£D I'X4' OR 1'X2' P.T. NAILER EA. END, 32 O.G. MAX IN -LrK' DRYWALL 2X6� ON CUt81PE 1 SECURED THROUCsH ID' OC MAX SPACING ON OUTSIDE 1 SECURED 18' Or_ MAX SPACING. ON OUTS( NON-STRUCTURAL �' FIELD. TRUSS CTYP) e 24 I'X4' OR I'X2' P.T. NAILER NON-5TRUCTURAL %' TAPGON THROUGH NON-sTRUC'TLURAL 2X6� IX4 P.T. OR 9i X4' MIN, eEcuR>: tHRU WCURE TO BLOCK W/2-%' MIN 144, EMBEDMENT INTO 2X6� TAPC-M MIN. I-V EMBEDMENT SECURE - TAPCON MIN. I-Y4' EMBEDMENT ® FRAME / EXTEND 1-41 INTO BLOCK W/ O.G. MAX 1SECLLRE HRJXFRAME / TAPCON5 OR DRIVE PIN BLOCK. SECURE 70 BLOCK INTO BLOCK W/l-I/4' TT,apcGNB OR INTO BLOCK %' rAPGONB OR DRIVE ION SIMPSON (MIN. SWANK SIZE .145 W/2-%' TAPCONB OR (MIN. SHANK SIZE .145 EXTEND I-Y4' INTO BLOCK MIN. HEAD SIZE 300 DRIVE PIN DRIVE FIN ® MIK HEAD SIZE 300 B HETA-16 W/ %' rAPi OR DRIVE CMU (MIN. E sl E MIN. EMBEDMENT I Y4) (MIN. SWANK 617E .14Fa CTYPJ VERIFY PIN WITHIN B' OF EACH END / ' DRYWAI-L MIN. DEAD SIZE 300 8' CMU 'CMU MIN- EMBEDMENT I-Ys' (MIN. SHANK SIZE J45 'X4' OR 1'X2• P.T.NAILER DRYWALL MIN. EMAEDM£NT 1 Y<'I ' DRYWALL WITHIN 8' OF EACH END 1 IS' O.G. MAX W/ TRUSS PLAN I8' O.G. MAX SPACNrs. MIN. EMBEDMENT 1 Y4) of EACH END 1 MIN. HEAD SITE 300 ® WITHIN 8' OF EACH END / 'X4' OR I'X2' P.T. NAILER WITHN S' I'X4' OR I'X2' P.t. NAILER SPACING MIN. EMBEDMENT I-Ya' 2X8� ® ID'Or- MAX SPACING. WITHIN W OF EACH END 1 5ECURE TO BLOCK Will X6° O.SB. X 4' MIN. I8' O.C. MAX SPAGINIs. B' Of-. MAX SPACING TAPCON6 OR DRIVE PIN 2X8� 2X8® Yo' Ol X 4' MIN. DOOR CASING (MIN. SHANK SIZE J45 DOOR CA61NG SECURE TO BLOCK W12- DOOR CASING SECURE TO BLOCK W/1-1/4' DOOR CASING qq MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW YAPGON6 OR DRIVE PN 7APGGN6 OR DRIVE PIN DOOR CASING DOOR JAMB OR WINDOW U DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y4'I (MIN. SPANK 912E .145 DOOR JAMB OR WINDOW (MIN. SPAIN K SIZE .145 DOOR JAMB OR WINDOW ATTACH TO IX PER MANUFACTURES - ATTACH TO 2X PER MAN16F I TO ZX PER MN. HEAD SIZE 300 ATTACH TO 2X PER D£TAIL6. MAN4IFACTUf�B DETAILS. 10'Oj 8' OF EACH END i MIN. HEAD SIZE 14 ATTAGµ 70 2X PER MANUFACTURES DETAILS. MM. EMbEDMENt I Y4 ) MAN4FAGTLIRE6 DETAILS. IB° O.C. Max SPACING. MIK EMBEDMENT I Ya') MAIWUFACTUREB DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB WITHIN 8' 0- EACH END 1 WITHN 6' OF EACH END NODE: BRIM AS NEEDED TO PLUMB 16' O.C. MAX SPACING. NOTE: SHIM A8 NEEDED A, PLUMB NOTE, SHII'T AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4) 18' O.C. MAX SPACINGS. ,,yqB (DO NOT EXCEEDY41 JAMB (DO NOT EXCEEDY4') JAMB <DO NOT EW.•EEp Y<') J JM7B 1p0 NOT EXCEED Yi J `', DOOR JAMB TO BLACK +5/4 OR +5/4 DOOR JAMB TO BLOCK +1-15//18" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +9-7/18" DOOR JAMB TO BLACK +9/4 OR +5/4 1 WINDOW TO BLOCK" +8/4 OR +6/4 WINDOW TO BLACK +1-15/16" FLIQDOW TO BLOCK +3" WIIiDOW TO BLACK +9-7/IS" WINDOW TO BLOCK +8/4 OR +6/4 A SCALE: 3/8'-i'-0t C : 3/8'=T'-0' - E SCALE: 3/B'=1'-0' CS d SCALED 3B'=1'-0' SCALE: 3TO BLOC 2X4, 2X4a. 2X4: SECURE TO BLOCK W/ Dili' 2X4 TAPCONS OR DRIVE PINN SECURE t0 BLOCK W/ ISECURE TO BLOCKW/ SJfi' TAPC:ONS OR DRIVE ION SECURE TO BLOCK Will TAPGOh16 OR DRIVE PIN (MIN. SHANK SIZE .145 TAPCON6 OR DRIVE PIN ,,/ (MIN. SPANK f SIZE 0 (MIN. 5HANK SIZE JO MN. HEAD SIZE 300 (MIN. 8441 SIZE .145 -✓/ GONG. POURED MIN. HEAD 8177E 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4'I WITHIN MIN. HEAD SIZE 300 0 ° MIN. EMBEDMENT I Y4'I WITHIN LINTEL COURSE e 8' OF EACH END / 18' O.C., MIN. EMBEDMENT 1,1149 WITHIN 8' aF EACH END 1 18' O.C. NOTE: STRUCTURAL 2X MUST MIN. EMBEDMENT I )4) �, STRUCTURAL ZX MUST MAX SPACING. 6' OF EACH END / 18' OG. NOTE: STRUCTURAL 2X MUST MAX &PACING. ON OUTSIDE 1 SECURED wITHIN e' OF EACH END 4 NO ON OUTBID£ t 2X MUST �JI' MAX SPACING. 2X6� IS' O.G. MAX SPACING. 2xb:= MAX S BE ON OUTSIDE 4 55CUWP SECURE TO BLOCK THROVJ 4 Non -STRUCTURAL sxb� 74ROUGHU NON-STRUCTURAL SECURE TO BLOCK W/J-% THROUGH NON STRUCTURAL ' TAPGON MIN. I-Y4 , SECURE TO BLOCK W/i- W/2-%` TAPGON6 OR SECURE TO BLOCK W/1-I/4' %` 7APCON MIN. I -A' tAPGONS OR DRIVE PIN TAPCONS OR DRIVE PIN rN►' TAPCON MIN. I-Y4 DRIVE PIN EMBEDMENT INTO BLOCK TAPCON5 OR DRIVE PN EMBEDMENT INTO BLOCK "a RINCs SHANK GUN NAILS ® 4' mac. IX4 Sill LATERAL (MINL SHANK SIZE .148 (MIN. 84ANlC SITE .145 EMBEDMENT INTO BLOCK (MIN. BHIANK SIZE .14b (MIN. SHANK SIZE .145 TOP s 50TTOI" I EDGE5 MIN. HEAD 812E 300 MIN. HEAD 812E 300 MN. HEAD SIZE -400 MIN. HEAD SIZE 300 � RE-1NF LATERAL AL O.C. MIN. EMBEDMENT I YEN 8 GMII MAX ®TRUSS BTM. MIN. EMBEDMENT I Y4) WITHIN MIN. EMBEDMENT I Ya'I I-1 EMBEDMENT I Yd) 8' CM IV O 8' 0= EACH END 1 8' cm 8' OF EACH END / 18' O.C. 9' CMU WITHIN 8. OF EACH END �' DRYWALL , WITHIN 8' OF EACH END 1 � � 18' OG, MAX 9PACINCx K' DRYWALL MAX SPACING. Yt' DRYWALL 1 Is, O.C. MAX SPACING. ❑ I'X4' C4Z I'X2 P.T. NAILER IS' O.C. MAX SPACING. )S' DRYWALL 2X8:lale ® I'X4' OR 1'X2' P.T. NAILER 2xe�M El I'X4' OR 1'.XZ' P.T. NAILER 2X8:® 2ND 2X SECURE TO 2x8>s IX4' OR IX2' P.T. NAILER . . . . . . . . . . . / ` CHORD, SECURE Li loci SECURE TO BLOCK W/2- OOR CASING SECURE 70 BLOCK W/2-�(,.' OOR CASING SECURE 7O BLOCK 57RUGTURAL MEMBER SECURE TO BLOCK W/1-1/4' ' P.T. X 4' MIN. _ NAILS ®EA. TRUSS �-D W/l2712d WITHN 8' OF EACH CHORD TAPCpNB OR DRIVE PIN ( tAPC:ON6 OR DRIVE PIN W!U-i(.° TAPCONB OR TAPCONS OR DRIVE PIN ooR GABNG (MIN. 84AW SIZE Mao (MIN. SHANK SIZE .I45 DRIVE PIN END 1 6' TO 8' O.C. MAX (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR �,;,DOW MN. HEAD 612E 30V DOOR JAMB OR WINDOW (MN. SHANK SIZE .145 CARING MIN. HEAD SIZE 300 nj G t1B LE END B R AC I N G MIN. EMBEDMENT 149 WITH( ATTACH YO 2X Flak MK EMBEDMENT 149 WITHIN TEACH YO 2X PER MIN. HEAD SIZE 900 DOOR JAMB CAR WINDOW MM�L EMBEDMENT I Y4) DOOR JAMB X WINDOW 4) /_illy 8' OF EACH END 1 18' O.C. MANUFACTURES CIE) LLB. 8' Op EACH END 1 I8. OC. MANUFACTURES DETAILS. MIN. EMBEDMENT 1 Y4) TTACP TO 2X PER WITHIN W OF EACH END t ATTACH TO 2X PER J MAX SPACING-- MAX SPACING. WITHIN 8' OF EACH END 1 MANUf'AC7URE6 DETAILS. 18' OTC. MAX SPACING. ANFACTURES DETAILS. SWIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB 18' Ol MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB NOTE, SHIM AS NEEDED YO PLUMB - Y JAMB (DO NOT EXCEED Y4') JAMB (Do NOT rXCEED Y49 JAMB (Do NOT r>cmp Y4) JAMB (DO NOT EXCEED Y4 ) DOOR JAMB TO BLACK +1-1/2" DOOR JAMB TO BLOCK +2 1/!-" DOOR JARB TO BLOCK +H" DOOR TAMS TO HLOCR +9 9/4" 'v in>1 WINDOW TO BLOCK +1-1/2" WRIDOW TO BLOCK +2 1/4___ rp1 WII W TO SLACK 4- BGAL£: D SCALE: 3/8'.I'-0' >- ru WIRDOW TO BLOCK +9 3/4" e SCALE: 3/8'=I'-0' SCALE: FASTENER SQ E U� E NA' l- REaU I REMENTS TOp CORD BLOCKING AT 4' z w 111 ROOF DIAPHRACsM LL SIZE USE 7/16" O.S.B. OR In' CDX PL WITH % RING SHANK GUN NAILS AT 4' OZ. At SUPPORTED PANEL EDGES AND 08 RING SHOW LAIN NAILS At 6' O.C. A7 � INTERMEDIATE SUPPORTS, SEE DETAIL, 10d HEAD LENGTH DIA. ENSILE STR O.G. MAX. IN FIRST 2 FRAMINCs NOTE Y e TYp. EXT. SHEATHING ATTACHMENT a SPACES AT EACH END, RAFTER OR TRUSS FOR SHEAR < UPLIFT COS&. TO BE STRUCTURAL N ° GRADE) CONNECTORS FROM STUD TO PLATE ARE —� g O w r "8 2' DECK SCREWS ®6'-8' m z w ROUND( IODlFIEp OR T 17/8" 113 I�0fd00 ROUND,MQDIFIED 21/8' I28 ROOF SHEATHING TO GABLE END FRAME �_ OR T __ 170000 z ROOF SHEATH S NOT SEaLl EXCEPT • OPENINGS ;5 ) - w f o O.G. MAX a EDGES t 12' O.G. - N w - MAX IN FIELD. UNTHREADED `� ur �-- 08 RING SHANK GUN NAILS 1107E: NAILS t0 BE MFG BY MEMBER OF INT. Y ° SHANK 70 EXTEND BEYOND' z ° B 6' O.G. IN FIELD STAPLE, MAIL < TOOL ASSOCIATION w o THICKNESS OF SUB -FLOOR i u EXTERIOR SHEATHINCx I. 0.113 INCH NOMINAL SHANK DIAMETER SHEATHINGS 7 ° ; USE I/2' GDX OR 1/16' OSB PL7' WITH 08 RING SHANK GUN NAILS A 6' O.G. AT 2 LNG 0DI2 O ANK LAM PANEL SIDES AND "8 RING 5HANK GUN NAILS 4' OG. TOP `BOTTOM _G PANEL AND 08 RING SHANK GLIN NAILS AT 6' O.G. AT I6 TO 20 RINCSS Ti INCH - � � v e INTERMEDIATE SUPPORTS. SEE DETAIL. 4.0280 INCH FULL ROUND HEAD DIAMETER r m ROOI= SHEAT#-ii[ING LXrOUT � OR 7/16" TIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 5. 2 INCH NAIL LENGTH AND ENDIUALL BRAG INCx Ni RING SHANK GUN NAILS SHALL BE PERMITTED AS AN T" P.:S/4" TIG SUB -FLOOR DECKING GLUED t0 TYP. EXT. SHEATHING ATTAgHMENT FOR ROOF ACCEPTABLE FASTENED FROM MY MANUFACTURER BUILDING: LENGTH 1=OR CABLE END=RAMINC3 - AI_L EXPOSED MEMBERS SHEATHING (OS.B. r0 BE STRUCTURAL GRADE) 1441 N. RONALD REAGAN BLUR. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 I, www.abdesigngroup.com __AA # 0003325 CREEKSIDE LOT# 118 SIL 111''] 3/29/17 DHEET D FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBGR 2x4 BLOCKING BETWEEN R90521 ON 16" OS B. TRUSSES At FIRST C5J FIBERGLASS SH41NCsLE5 OVER PROVIDE EAVE SHEATHING OR �" CDX BAYS 4'-0" O.C. (AT 030 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAMS) APPROVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER SCHEDULE EMBED. STRAP 030 FELT PAPER INSTALLED " O.S.B. SHEATHING OR "' CDX �r �dL CLEAR VENTILATION t VERIFY W/ TRUSS PER FBGR R9052.� ON PLYWOOD SECURED PER / PER FBEG R402.23 PRE-ENG wD. TRUSS -�_, PLAN O.SB. SHEATHING OR" CDX FASTENER SCHEDULE 24' O.C. MAX. PLYWOOD SECURED PER 777 FASTENER SCHEDULE PRE-ENG TRUSS— MTL. DRIP EDGE SEE ENERCsY CODE FORMS MTL. DRIP EDGE TAP PRE-ENG WE). TRUSS MTL. DRIP EDGE �_ SEE ENERGY' CODE FORMS FOR INSULATION R-VALUES o.H. WOOD SHEATHING 2X4 OR 2X6 FASCIA 2X4 OR 2X6 FASCIA 24" O.G. MAX. 2x4 OR 2X6 SUB -BAND FOR INSULATION R-VALUES. PER ELEVATIONS 5/5" GYPSUM BOARD OR 1/2" L. _: `.^ HIGH STRENGTH GLG. $OARD PER ELEVATIONS PER ELEVATIONS `-- Sg" GYPSUM 804RD OR WRB LAYER "I, GONT. 2x4 RAT RUN SECURED I-IICxI-I STRENGTH CLCx. stucco WRAP DOUBLE TOP PLATE W/ C2) 12d's a EACH TRUSS VENTED ALUM. SOFFIT n VENTED ALUM. SOFFIT 1 �^" I VENTED ALUM. SOFFIT BOARD � wRB LAYER 01, fi-0RTIFIBER WINDOW HEADER SIZE VARIES SEE ENERGY CODE FOR fS FOR x BUILDNG PAPER 1/2" CDX OR 1/16" OSB INSULATION R-VALUE5 a METAL LATH oH. PER WINDOW OPENING SEE SIMPSON 4 ' FASTEN to WOOD STRUCTURAL HEADER SPAN CHART FOR SECURE to WALL PER � I,OOm UPLIFT �L_ -� /2" GDX OR rt/16" OSB FASTENER SCHEDULE 5/8" GYPSUM BOARD OR CONNECTOR SP2 a EA. ; :_: MEMBER • '7" O.C. MAX SECURE t0 WALL PER DETAILS ON SHEET 02 I/2" HIGH STRENGTH CLCs. 2xa SYP *2 2Xa STUD FNISHE•TIWOD WINDOW ATTACHMENT AS PER OR 7/16" ZIP BOARD DBL TOP FASTENER SCHEDULE MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUBLE TOP PLATE t. „ ON SHEET D2 WINDOW HEADER SIZE VARIES PLATE x M TYPE CONTROL JOINT OR 1/16' ZIP WINDOW SILL (INSTALLED PER FRAME to BLOCK - SHEATHING SYSTEM MANUF. SPECS.) PER WINDOW OPENING SEE =` CONNECTION SEE DETAIL (INSTALLED PER 2x6 Stt1p5 g 16 O.C. MAX W/ HEADER SPAN CHART FOR ZIP SHEATHINCs MANUF. SPECS.) INSUL., SEE ENERGY CODE DETAILS SYSTEM C INSTALLED a DRY WALL ®` 6' METAL LATH STRIP FORMS FOR INSULATION WINDOW ATTACHMENT A5 PER PER MANUF. SPECS) &' WIDE STRIP SELF R-VALUES DIA ANCHOR BOLT ADHESIVE FLASHING, CLEAN -1/6" THICK, 3 COAT MANUFACTURES SPECIFICATIONS 7/a CHICK, 3 GOAT OR AT I(o" O.C. MAX UJIT1-{ 1" ,MASONRY BEFORE ApPLYINCx CEMENT PLASTER / T t G SUBPLOOR GLUED AND CEMENT PLASTER WINDOW SILL APPLIED t0 METAL SCREWED AS PER FASTENER WALL EMBEDMENT AND 2" TEXTURED LATH OVER 2 LAYERS SCHEDULE ON SHEET D2 APPLIED TO METAL INS SCUDS m EI O.C. MAX W/ SHEATHING DIA. WAe4 4ER OF GRADE "D„ LATH OVER 2 LAYERS (NSUL., SEE ENERGY CODE FINISH •MASONRY 8' GMU OF GRADE 'D" FORMS FOR INSULATION 2x5 SYP °2 BUILDING PAPER OR BUILDING PAPER OR R-VALUES WOOD STUDS -fmA- ON PI PAPER BACKED LATH ''� x VERTICAL CONTROL OVER AN APPROVED PAPER BACKED LATH" T t Cs SUBFLOOR GLUED AND AT 12" O.C. MAX oVERAHOU ER RAPSHEET BETWEEN DISSIMILAR HOUSE WRAP SCHEDULE AS PER FA T NER zxa P.T. sYP *2 - O SOLE PLATE �..- C1) COURSE TIE -BEAM �j ATERIA]L,S DETAIL 9 / PRE -ENS P TR s Z POURED SOLID WITH SCALE: N.T.S. CONCRETE. C1) li (INSTAL EcS.) z IREBAR HORIZONTALLY 4 CON(. FILLED LINTEL ° P5 OR P HIGH DETAIL 5 I/ O -I 3/4" T E G 5U5FLOOR CLUED BLK. W/ (1) #5 REBAR RE t . BOARD � IL WEEP SCREE �--PRECAST LINTEL AND SCREWED AS PER co1vTlNuouS ASTM 926-G e �a3 - IX2 Nff R/DRAFT STOP PRE=ENG PLO 5s FASTENER SCHEDULE ON (INSTALL P E s.J � ta (SEE I 2/D ) �-WINDOW ATTACHMENT A5 SHEET D2 GY M 10 LLI _ PER MANUFACTURES z 5EE ENi CODE FORMS HI ST N G. BOARD JU U SPECIFICATIONS FASTEN 2X4 RIBBO FOR INSULATION R-VALUES j I NAILE tpRAFt Stop Q GMT) W/ (5) 12d NAILS EA PRECAST LINTEL � 0 �-PREGAST SILL S G C. FILLED LINTEL BLK Wr Z *5 REBAR Iro "5 REBAR CONTINUOUS z W O.G. MAX, IN / PR Cx FLOOR TRU55 0 WINDOW ATTACHMENT AS PER wIV CONCRETE ! MANUFACTURES SPECIFICATIONS INS L P MFG. SPGS.) 5/a" THICK, T 5EE ENERGY CODE POR�5 �r z POURED CELL, r -Ix2 P.T. FURRING STRIPS { PORTLAND ENT PRE -CAST CONCRETE Si FOR INSULATION R-VALUE5 op VERIFY PER ✓ 6 16" O.G. N . FI ED LINTEL BLK W/ PLASTER A PLIED PRECAST LINTEL }- PLAN. (I REBAR CONTINUOUS DIRECTLY TO CIJ "5 REBAR VERTICALLY Li a CMU WINDOW ATTACHMENT AS PER Z MASONRY � - W/ CONC. LOURED CELL MANUFACTURES SPECIFICATIONS O R-4.1 ' f/2 GYP. WL. BD. RIBBON Ix2 P.T. FURRING O THICK, 3 A O PORTLAND GEM t PRE -CAST CONCRETE SILL INSULATION -(v 414 CONTINUOUS REBAR FASTENING DETAIL STRIPS a 24' O.G. PLASTER APPL D } - , WOOD BASE a' CMU DIRECTLY TO lU "5 REBAR VERTICALLY 4 O 6 SCALE: 3/4"=1'-0" /2" GYP. WL• BD. MASONRY W/ CONG. POURED CELL IQ Z 1L1 /--1*4 REBAR 48" LONG _ WOOD BASE P j W/6" HOOK 24" O.G., Ix2 P.t. FURRING 4 MIN. 24" IN SLAB STRIPS g 24' O.G. O � TRESS UPLIFT ROOF \°7 •" — ' - i CONNECTOR NOT FIN. FLR. 8 GM�j (� _ 2 -� MIN. w 1/2' GyP. WL. BD. I IN SL�5) CLARITSHOWN Y E � � CLARITY rsEE a z WOOD — SHOW Dw�.) s BASE .a°a„ a� a FIN. FLR I a. 3 1/2" CONC., REINF. W/ 6"X6" WALL w a WI.4XWI.40 WV-1 ON (o-MIL EXTERIOR WALL SECTION — - L POLY ETHYLENE VAPOR SHEATHING r5E ) 5 TAT — T O R Y2-STORY �,ya�, WOOD O D p• ., -FASTEN EACH STUD a= a' -, RETARDER ON TO DBL. TOP PLATE — WELL -COMPACTED GLEAN w/ usP SPtz4 NAIL WALL WALL FRAME TO } PER MANUF.�EcS. «�� , �� FILL TERMITE TREATMENT SHALL BE FORA -CARE j_ SECTION � SECTION LOCK WALL -O" - �- (3)15 RE54R CONTINUOUS SECTION AT TOP SCALE: 3/4°=1'-0" �" SCALE: 3/4"=1'-0" ON CHAIRS SCALE: NTS n OF EXTERIgR WALL e J / FIBERGLASS SHINGLES PRE-ENG GzABL.E TRUSS FIBERGLASS SHINGLES OVER +"30 PELT PAPER OVER 030 FELT PAPER - INSTALLED PER FBGR INSTALLED PER FBGR PRE-ENG GABLE TRU55 NOTE: EXTERIOR WALL STUDS PLACE STRAPS SPACED SPF 5TIFFBACK (SEE 5EALD TRUSS r AND FASTENED AS R905.2.� ON �' OS.B. SPF StIFFBAGK (SEE SEALD TRUSS DIAGONAL BRACE � (WALL SHEATHING N07 ENG. PACK FOR SIZE' E CONNECTION) R-5i ON 10.8.5. ENG, PACK FOR SIZE 4 CONNECTION) C,E:NT}=R OF TRUSS SHOWN FOR CLARITY) SHOWN WITH ONE SHEATHING OR GpX SHEATHING OR " CDX _ ADDITIONAL STRAP AT PLYWOOD SECURED .2X4 SPF BLOCKING BETWEEN 2x4 SPF BLOCKING BETWEEN SPAN ©R HIGHEST FA5THN STUDS TO BLOCK WALL EACH WINDOW KING STUD 1 TRUSSES AT FIRST (5) BAYS 4'-0" PLYILOOD SECURED wlrH usP MstA48 SCRAP WITH PER FASTENER TRUSSES At FIRST C5) BAYS 4'-0' RGDCaE. DIAGONAL FASTENERS AS SHOWN. INSTALL O.G. (AT SHEATHING SEAMS) PER FASTENER SCHEDULE / O.G. (AT SHEATHING SEAMS) BRACE TO BE g ANY SCRAP ®EA. END (uxo) 4 (10) COMMON NAILS MTL. DRIP EDGE 2X4 OR 2X6 FASCIA PER ELEVATIONS SECURED W/ (3) 12d NAILS 1/2" CDX OR "1/16' OSB "- SECURE TO WALL PER FASTENER SCHEDULE ON SHEET D2 OR _1/16" ZIP SHEATHIN SYSTEM (INSTALLED MANUF. SPECS.) WEEP SCREED, SEE DETAIL 5, SHEET D3 2X6 P.T. SECURE W/ 1/2 "X9' ANCHOR STRAPS AS FOLLOWS: SCHEDULE SPAN NOTE:� �iN 15 -0 OR SI MTL. DRIP EDGE -170 MPH 'C': 31' O.C. IN 9tUD 0.148 DIA X I I/2' 1110 MPH c: 32 O.C. DIAGONAL BRACE a G��EAtER. R1=, ER TO L ) CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TR:US5 ENG: FOR -150 MPH B': 48' O.C. HIGHEST RIDGE. DIAGONAL PER ELEVATIONS P - 11D.VRU 24" ADDITIONAL -140 MPH 'C' 48' O.C. BRACE TO BE a ANY SPAN SECURED W/ (3) 12d O HORIZONTAL TRUSS TOP of sruv WALL 15'-0' OR GREATER REFER NAILS REINFORCEMENT, SOLE PLATE FILL ALL REMAINING STRAP TO TRUSS ENG. FOR SEE FASTENER SECURE TO 0' 0" To 30,-0' (1) v HOLES w/ 10a NAILS INTO ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ 7 X-BRACE WOOD BAGGING TRUSS REINFORCEMENT. p2 FOR SHEATHING (2) 126 3GI'-I" t0 60'-(d" (3) 0 Do NOT PLACE SCREW w FASTENER PATTERN NAILS Y.-5R'ACE (1) X-SRAGE - TOP OF TOP HOLE NEAREST TO TOP 0'-0" TO 30'-0' Cl) SE CDX OR ALL OSB E1 :ENTER AND (2) MASONRY WALL OF CMU BLOCK WALL X '-I' TO CURE TO WALL PER BFRAC:E DIVIDED Q CONNECT BottoM of 30'-I' t0 60'-0' (3i FASTENER SCHEDULE ECaUALY FROM CENTER = STRAP to CMU BLO F WALL X-$RACE CI) X-BRACE ON SHEET D2 F-C- AND w/ A 3n6' PIA. X CK CENTER AND l2) OR 1/16' ZIP SHEATHING ; _',' % ,'; - LONG TAPCON MASONRY BRACE DIVIDED SYSTEM (INSTALLED PER rl WALL scREWS CONT. 2x4 Si RAT RUN SECURED w/ ANUF. SPECS ;— EQUALY FROM CENTER .) (2) 12dSTORY 's 6 EACH TRU55 -J L TO END 2X4 W/ 3/8' X 5 LAG;.ABLE END BOLT 32 O.C. MAX. 632" O.G. MAX. OR C2J 2x4 02 S.Y.P. DIAGONAL BRACE W/ G ABLE (3) 12da 's EACH TRUSS DIAGONAL GABLE SIMPSON MSTA-24 a (3) 12d's A EACH TRUSS DIAGONAL ` X-$RACING TO COVER 5-TRUSSES 32' O.G. MAX. X-$RACING TO COVER 5-TRUSSES EXTERIOR STUD WALL (; ONNEC'�'.[ON NAIL GALE TO zx6 X- BRACING EXTERIOR W/ 12d NAILS 6" O.C. STRENGTH GYPSUM BOARD OR IP1" HIGH DBL TOP PLATE 5/8" GYPSUM BOARD OR I/2" HIGH TO FIRST FLOOR MASONRY WALL MAX. STRENGTH GLG. BOARD __ SCALE: 3/4 -1 0 2X STUD 16' O.G_ MAX. STRENGTH CLG, BOARD SI :ALE= 3/4" =1' -0" 3 -- SCALE: NTS PER' O.C. MAX TRUSS 24' h SECURE To TRUSS W/ C2) 12d NAILS ^� - CONT. 2x4 SPF RAT RUN SECURED W/ (2) 12d's a EACH TRUSS --(2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ - Desw roupinic. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774,4078 www.abdesigngroup.com AA ##: 0003325 s n f: CREEKSIDE LOT# 118 PikozmcTfp 04321.000 oD 4EBB "1828-CALI" G RIGHT PAC;m SHINGLE MONO. 2-STORY WALL SECTIONS IBC NOTES n ARCHITECT: w� ST,�TE F FLORHDA� ° All'' 19 DA 3/29/17 + :1/4"-1'-0' SHEOT L) 3 *NOTE: NAIL 6I-IEAT4NG TO ALL 2X AS PER EXT. 5HEATHING NAILING, ad 4" a ?7NX )=D�a S �0"-8" O.G. MAX IN i4-IE 1=1 LD 2x RIDGE: ONE SIZE LARGER SECURE 2x6 MIN. TO BLK W/ (2) "XS' A -BOLTS 4' EMBEDMENT MIN_ THAN RAFTER SIZE CA W/ 2'X2"XU's WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) 12ci NAILS OR GARAGE POOR H IN JOINTS PRIOR TO FILLI MIt1. (4) 10d GUN NAILS DBL. TOP PLATE DBL. TOP PLATE 2X4 16" OG. MAX. - J 2x4 GOLLAR'fE AT EVERT OTHER RAFTER W/ 2X4 16' O.C. MAX FFSECURE 2x4 To n �, 9 * 4N. (3)12d NAILS OR WOOD W/2-12d o 6'-S' MIN. (4) 10d GUN NAILS O.G. STAGGEREDfy 2x RATTERS �.___ SECURE 2X4 W/ 2-1/4'IN SECURE 2X4 W/ 2-Vo' L TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN Ix8 NAILER " EC IRE t0 TRUSSES (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. (Milk SHANK SIZE .145 MIN. HEAD SIZE 30 P. R7 SECURE 2x4 ON 0 BELOW W/ i. (2) 12d NAILS OR EMBEDMENT I Ya' W/IN EMBEDMENT I Yd IN 8' FLAT TO BLK (3) loci GUN NAILS a EA, TRUSS T EA END Not r0 EXCE BT. PLA EA. END NOT E Ep 18 O. AX ARGi-1��iA� W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) RAFT R --0 TRUSS MTS-12 BT. PLATE JJ'XS" A -BOLTS 4' EMBEDMENT MIN. O CREATE V=I FORSTRAP 2X4N11OBLOCKING Wf 2'X2'XXi WASHER AND NUT PENETRATON 2 BLOCKING SE t HEAtHING e' GpX SECUSHEATHING Ill' GpX WITH MIN. 2-12d PER BLK EA. END SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. i�(X7F DECKING OVER / PRE-ENG TRUSSES WITH M 2-12d PER BLK I-2X6 PT BLOCK a CENTER OF i'RE-ENG TRUSS EA END EXTERIOR ARCHWAY WITH WINDOW 2 EXTERIOR ARCHWAY SCALE; 1P2"=r-m' 4' 4' EM HEADER wau14'xa' J WASHER ENT W/ 2"X2'XYs' WASHER ALTERNATE CONNECTION CONV. FRAMED ROOF MSTA-24 R.9FTER TO BLKYs /� I AND Nut. D NUT. SCALE: SCALE: 1/2'=I'-o' BEETWEEN TRUSSES 0 0 2X4 SECURED TO CsAE3 NG W/(2)12d PRE-ENG TRUSSES W/ TRUSS • 1175 UPLIFT •ALL ANCHORSBE ORD "TANUFACTU- R'S INSTALLATION INSTRUCTIONS LUPEFRE - • ARE • GARAGE DOOR (�)BUCKATTACHMENT y X F; w HEADER SIZE PER SPAN CHART. 1 �('f DOOR OPENING I I CONNECTOR VERIFT W/ SIMPSOM PTSM20 FRAMING PLAN W/10 10d TO TRUSS OUBLE TOP PLATE AND (4) 1/4' x 2 1/4" TAPCON5 TO CONT RIPPLE STUDS ®16' O.C. POURED LINTEL MAX SIMP50N LSTA-12 o EA. JACK » u 180o UPLIFT 6, STUD, BOTH SIDES OF (2) SIMPSOM 4TSM2o OPENING. INSTALLED ON OPPOSITE FACES OF BLOCK WALL 2x STUDS o 16' O.G. MAX W/ 111/10 10d TO TRUSS SHEATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4" ; WITHIN 4' OF WINDOW/ DOOR TAPCONS TO CONT OPENING AND SECURE PER POURED LINTEL NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS PRE-ENG TRUSS AND SPECIFICATION) JACKS (SEE HEADER SPAN CONTINUOUS CHART FOR DETAILS AND BOND BEAM SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH ENp E NO MORE THAN 12' O.C. STAGGERED TOP PLATE TOP E BOTT 1/2" CLG, BOARD 1/2"xe' A.B. MIN. i' TAP CONS _ TPP PLATE TO SECURE TO FRAMING, EMBEDMENMT 8' FROM EACH `\\ MIN. 2' COVER " NEED MIN 1 1/2', LESS THAN T`..-'. INTERIOR END E 32' O.MAX. `-2' APART -FAB ° 1 1/2', WINDOW MUST ME a SP4 OR 145 • TOP AND PRE-FAB rIRUSS 1/2" GLG BOARp1 TRUSS PRE-FA5 SECURED TO BLOCK DOOR OPENING WD FRA BOTTOM PLATES ®EA. FULL T la' cLG. BOARD rRugg rRJss I � 9Cp,LE: 1/2°=r-o' TRUSS ANCHOR 112" GLG. BOARD- CONT. METAL--z LENGTH STUD, BOTH SIDES D 1/2' DRYWALL TRACKS, TOP t D OF OPENING. I2 ETROFIT 2x4 BLOCKS-r " N.T.S. 24 OO.C,UON ' 1/2DRrWAL -� 1/2" DRYWALL DRYWALL SECURE 2x TO BLOCK W/ (2) i LINE OF SLAB 2X4 CONT. XWOOD ��NNN f� 5 F,---BAR VERT. IN CORQER BEAD STUDS •16" SS CHANNEL SNAPPED SOLID GROUTED CELL - g7gg 4'x3' TAPCONS OR DRIVE PIN BLOCKING O.C', UAN. JOCKING 2x4 WOOD STUDS 24' O (MIN SHANK SIZE .145) BANG !R IOD MID -WALL MID -WALL SECURE 15' -' -4T1=_ STUDS e24' SE I/2'X9' TO SLAB'w Jd O.G. LAYER Q� (MIN EMBED. I "i q cl8 THICK i COAT 9' CMU 8EE PLA TO SLAB TT M WITHIN 8" OF EACH END AND CEMENT PLASTER STRUCTURAL FOR 1/2' DRYWALL 1/2 �' MASONRY' AIL s APPLIED 32" O.C. MAX W IS' O.C. MAX SPAGINCz. d DIRECTLY TO SIN w ENT W/ loci MASONRY t AtT D TO EACH MASONRY 2x6 P.T.t WD NAIL a 32' O.C. vx4 PT. SID • 12, O.C. ATtACPIEDTO MAX SEE FOUNDATION F'LATE CMU WALL /CELL 6 MIR FILL CONC. SLAB FOR DETAILS C,OING. SLAB GONG SLAB a ° . ; / j" PRODUCT SPPROYAL REQ. . 1 ° ° - -i FROM MIAMI-DADS 4 ° a •:° . COUNTY k C. SLAB ° 6 ° a ° a SEE FOUNDATION MOULPIN48ALLP FOR DETAILS 5P4o32' O.C. MAX F ° ° ° ° . 7 AROUND (BY 1- STORY ° DOOR MAMP.) 1-STORY 1-STORY 1-STORY TYP.INT. WALL ° g TRAV.5rEEL -- INT. BEARING WALL INT. BEARING WALL TYP.INT. WALL METAL STUDS FA'�`sTE"EDTO TS (NO UPLIFT) (W/ UPLIFT) (NON-BRG.) NON-BRG. WOOD JA LAG oVERI-IEAD DOOR Q \/ ° WOOD JAMB W/ GAILY, BTT=EL ---� �_ 8 SCALE: 1/2'=1'-O" / SCALE: I/2'=1' 0" 8 SCALE: In"=1'-0' 8C SCALE: 1/2'=I'-0" SCREWS BY MAUL. I MINI. BY OTHERS ARCH WINDOW FRAME V S-rr=N=r rR.ICK PAStENEU TO SLIDE r j TRACK 0XI/2T3 ROOM W/ I/4'GARAGE DOOR JAMBS SCALE: 3/4"=1'-ra" -2e�XIn' CARRIAGE BOLTS I3 SCALE: I/2"=I'-0' AND LOOK NUTS. TRUSS TO WOOD FRAMING SII"IPSON MTS-12 PRE-E SSES W/TRUSS PRE-ENG TRUSS —,.,.� CON TOR RIFY W/ 31 DOUBLE TOP PLATE PRE-ENG. TRUSS MI PLA z DO LE OP LATE-ENG TRUSSES OR 2x GONTNNOUS STRESS DBL. 2X TOP PLATE-"` = COW - FRAMED RAFTER5 SP4w32' Q.G. MAX_/BLOCKING MID WALL 'T/16' OS$. - a E TUps a 16, O.C. OR tn6' ZIP SHEATHING aT a- NtsINEERED z 2x STUDS 16' OG. MAX, SYSTEM (INSTALLED PER LSTA-12 a EA. JACK ~ U.O.N.39 HEADER SIZE PER MANUF. SPECS.) ,. I 1: TRUSS il 2X BLOCKING • SPAN CHART. STUD, BOTH SIDES OF T < G SUBFLO GLUED A MT5-12 AND SCREWED ASS PER TOP � ��, _ OPENING. F SCHEDULE 1/2' CDX % 2x STUDS m 16" O.G. MAX W/ R STUDS TO SHEATHING. SHEATHING TO BE OOR STUDS 2X STUDS 16, O.G. M w WITHIN }' OF WINDOW/ POOR META-36 • 32' 2X BTM. PLA ---- - W Ow OPENING AND SECURE PER 2X OC, MAX 3/4' FLO ECKING— �' O NG y NAILING SCHEDULE O F'LATE META-36 32' O.G, \ KING STUDS (SEE HEADER MAX r' �� SPAN CHART FOR DETAILS r� NGINEERED AND SPECIFICATION) tRUSSFLOOR GIRDER 2X4 X4 STUDS 16" O.0 i D DOUBLE TOPPLATE PRE- ENGINEERED /, /j ! SCHART PECIFIARTION) DETAILS ESPAN p R FAS D. SCHEDULE `�� I M E r _ SHEA ING OR 2x CONTINOUS STRESS FLOOR TRUSSr F Tr/ ' " _ �/16 BLOCKING ID WALL JACK STUD ASSEMBLY TO 6' ZIP SHEAON THING 2x � �5 TEXT. FINISH ! �j CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK SECURED ONE PLY a A TIME. SYSTEM (INSTALLED PER 2x STUDS + 16° OZ. MAX, W/ 1/4" GAP FROM BLK TO OS$, / USE 12d NAILS, TWO WITHIN 6' MANUF. SPECS,) U.O.N. / 1/2 GYP. WLr BD: Q HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT �L �; FROM EACH END t NO MOIRE 2x4 BLOCKING UNDER L; PERIMETER OF OSM. TO HIDE CONT. NAIL PATTERrI THAN 12' O.G. STAGGERED WALL STUDS SCURF 1 ETA-16 ,�-SECURE BT, "ANC R SP4 OR H5 o TOP AND BETWEEN TRUSS BAYS W/ ARE-ENCx!RIEERED SP4o32' O.C. MAX SLAB W/ J/'x9" ANCHOR �3 REMAINING AREA TO BE a�HED FROM DBL. TOP BOTTOM PLATES 6 EA FULL (3) 12d's EACH END TRUSS "AMU WALL BOLT Wr a' WASHER SET ird PLATE TO HORIZONTAL B ING. SIMPSON HIGH STRENGTH '/ LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE a- EPDXY T' EMBED. MIN. ® SHEATHING ® TOP OF WO c�L � �lFRAMED WALL TO BE �� OF OPENING. ' SHEATHING TO LAP TO STUDS ®16 O,C. ` STAGGERED MIN. OF 16' F SHEET BELOW -- BOTTOM OF PRE-ENG'D " • _ _ SIMPSON SP4 ® MTS-12 a EVER STUD 32' O.C, MAX Q INSTALL ALL SHEETS WA -ACE GRAIN PARALLEL TRUSS BELOW_ SHEATHING TO STUDS MUST NOT BREAK 1'-4' MIN. 2X4 BT, PLATE INT. 2—STORY L. B, W. FROM 2ND FLR LINE. KNEE WALL DETAIL Ce? ENTRY EXT. WALL HEATHING TYP. EXTERIOR WINDOW/ DORMER yy?? �_SGALE: i!2'=I'-o' 4 SCALE: 3/4'=l'-0' sGq.-: 1 _-o' 14 DOOR OPENING WD FRAMED ATTACHMENT SCALE: I/1'=I'-o" 15 5CALE:I/2'=1'-0' CONTROL Dp.'TE: 07/01/15 A R C H I T C C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 CREEKSIDE LOT# I18 J ,11'L 1 12r17 I� 3/29/171. Ste' r. - 1./4' =1'-0„ f Attachment /4", 6" max o/c spacing in top 4" max. spacing elsewhere cally. 1 1/4" embedment. Ultracon anchor 6" max. from jamb, 16" @ head. 1 1/4" or 1/4" ITW concrete tapcon rs, 7 1/4" o/c at jamb, 10 1/4" ent. Two additional tapcons frame required vertically each ifacturers recommended rements. Ultracon anchor 6" max. from I" @ head. 1 1/4" embedment. lncrete tapcon anchor. 6" max. at jamb, 6" @ head. 1 1/4" mal tapcons top and bottom midspan vertically each side. recommended requirements. Ultracon anchor 6" max. from ), 16" @ head / sill. 1 1/4" or 1/4" ITW concrete tapcon rs, 8 1/2" o/c at jamb, 10 1/2" Ment. Five additional tapcons I horitontally,two midspan istall per manufacturers d requirements. Ehor. 21/2" minimum edge corners and 20 3/4" max o/c y and bottom. 2 1/2" min Mment. hor. 6" max o/c for corners. and bottom get a tapcon in 1 1/4" embedment. `4" concrete tapcon anchor. 3" is each side of sidelite. Tapcon 1 middle ofopeningfor door lcal max o/c elsewhere. 1 1/4" Mment. hor. 6" max o/c for corners. e of center of opening top and Interline of each door slab get /c spacing is 14" max. 1 1/4" Idment. hor. 6" max o/c for corners. t of center of opening top and Interline of each door slab get /c spacing is 14" max. 1 1/4" Idment. /4", 6" max o/c spacing in top 4" max. spacing elsewhere 'ally. 1 1/4" embedment. hchors 6" from ends 22" O/C ) roofing nails, 11 or 12 gauge, ds, long enough to penetrate into boards. Use 4 nails per the butt edge, approx. 1" and 2" above each cutout. Drive I head is flush with, but not 'shingle surface. )lion resistant tin -caps and 12 lar ring -shank nails, and three staggered rows n the field of the roll ith minimum embedment @ 1 1/2" total if stucco should Nor all thread but with wing tuts Ith minimum embedment @ r 1 1/2" total if stucco should Nor all thread but with wing luts recommended requirements, AR HeTECTs De 11 i n r Inc. �1441 N. RONALD REAGAN BL d LONGWOOD, FL 32750 1 PH:407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 DAM. 3/29/17 SCAIM 1/4"=1'-0" ID0 NOTE: NotE• NOTE: IF ZIP SHEATHING SYSTEM !S APPROVED WILDING WRAP F ZIP 5I4E4THINC% SYSTEM IS INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF ADHERINCk MEMBRANE 5 MANUFACTURERS 6' s VERTICAL LAPS (ROLL FLASHING (COMP A715LE W/ HOUSE . ENDS) t 6' s HORIZONTAL LAPS. MANFAGTURERS WRAP MATERAAI) OVIER INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE 1" INSTALLATION PROCEDURES APPROVED HOUfB'W�AP. WITH FORtIBER SHEATHING TAPE � FLASHING TO EXT� ONTO PIPE I' OR LESS PIPE Y_I 6'x6' SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT — — i' CHICK 3 GOAT CEMENT PENETRATION \ FLASHING (COMPATI13LE W/ HOUSE \ PLASTER / \ WRAP MATERIAL) OVER 4"x4" FLANGE OF CONTROL JOINTS 7 / / SELF -ADHERING MEMBRANE BE WIRED TIED TO LATH s 9" WRB LAYER M2, FCg2T IFIBER / \ FLASHING OVER APPROVED O.G. MAX (VERT.). NOTE: DO BUILDING PAPER I° I-IIN. LAF 9 METAL LATH HOUSE WRAP. NOT FASTEN CONTROL JOINT TO / — \ W / / F ASHING TO k N ONTO I WALL EVEN IF STUD EXISTS J PE BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH X X X I 3L" LEG MAY BE USED TO TEMP. FASTENED sT' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS GUT AND OVER-APONESIDE \ OF l DURING INSTALLATION WRB LAYER M, � y METAL LATH � SELF -ADHERING ''fMBRANE � FASTENERS TO BE SPACED STUCCO WRAP FLASHING SCUT AND OVERLAP ONE ELF -ADHERING MEMBRANE or- e T' O.C. MAX VERTICALLY I .GJtEP *I St�P *2 WOOD SHEATHING FLASHING WRB LAYER M. OR 7/I6' TIP SHEATHING / � / / WRB LAYER M, �' THICK, 3 COAT CEMENT SYSTEM jNSTALLED PER j STUCCO WRAP PLASTER STUCCO WRAP MAIV4dF,. 9. C:S.J METAL LATH �- 6' MIN FAFER LAP BELOIU ONLY WRB LAYER "2, FGARTIFIBER / Cr WM LAYER 12, FORTIFIBER WR6 LAYER 02, FORrIFIBER BUILDING PAPER Bu�Lp� BUILDING PAPER — — METAL LA PAPER WRIB LAYER M, STUCCO WRAP 6 k6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE o _" FLASHING OVER APPROVED GAP MIN. INSTAL- F<�STENERS (CLIPS,. WOO S ATHING HOUSE FLASHING: TO EXTEND ONTO PIPE AtH SHALL NOT p MIN, 6° To s• OR 7/DI6' TIP SHEATHING: SCRAPS, STAPLES) A& SE WRAP. E CONTINUOUS MIN. SYSTEM (INSTALLED PER REQU!FD TO SECURE MANUF SPECS) PIPE( UIRE: TO FRAMING 4"x4" SELF -ADHERING MEMBRANE HROUGH CONTROL \ — _ w ; FLASHING OVER APPROVED OINTS BUT SHALL E STOPPED AND IED AT EACH SIDE. HOUSE WRAP. R ASTM GI063 PROVIDE 2X4 BLOCKING MIN LATH FLASHING TO EXTEND ONTO PIPE & PLACED FLAT MAX 6' TO 8' LAP, a" 0vER .10.1.4 ALL LAP FROM CONTROL JOINT WHEN I ' NT OT : STRUCTURAL T. 5EAD OF SEALANT CONTROL IS LLD FALLS ON SCALLE: 1 1/2 IPER L0" P -INSTALL APPROVED HOUSEUJRAP AIR FASTENERS FOR LATH TO BE NAILS OR INS ALL AON BARRIER USEFp TAPLES IN COMPLIANCE W/ ASTM CI063 SHEATHING WIRE TIES TO BE (NO. IS) 0.04T5' WIRE / .BLOCKING SHOWY MAY BE IN ADIPITIOIy O WALL STUDS REQUIRED PER PLAN / \ `��< - ELASTOMERIC COATING OVEiR STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) . .:., VERTICAL LATH & PAPER DETAIL WOOD STUDS - PER SECTION I�� PER FBC R703.6.1 .I Exterior lathing and plastering NOTE: SHEATHING Exterior use of portend cemenj plaster SIDE LAPS OF METAL OR 1/16' TIP SHEATHfWs SYSTEM x - shall comply with the application PLASTER BAStS SHALL (INSTALLED PER MANUF. SPECS.) ri - requirements of ASTM C 926-12A. BE SECURED fi0 BUILD NG BUI I NOTE: �^ FRAMING M PAPER 6" MIN IF' I A Installation of exterior lathing and framing II EM�eRs. LAP ZIP 544)= tl-41NC� SYSTEM fS shall comply with ASTM C 1063-12A. M TYPE CONTROL JOINT THEY SHALL BE TIED INSTALLE1 - BETWEEN SUPPORTS I`?AN FACT RER5 PLEASE SEE WITH 0.0415-IN, 0,21-MM) STUCCO LAP LATH WIRE AT INTERVALS NOT s" LAP a PAPER INSTALLATION PROCEDURES MORE tHAN S' (229-MM). AS PER ASTM C106.3 l ( j I. FOLD INWARD s PT. A O L FOLD INWARD s PT. A 1.8.1. ®FOLD a. CREASE • Pr. 8 ® K I C JL �y�T 1 O U T NOTE: c IN W REPAIR $ TEARS HORIZONTAL LATH I � N T IR U ON 1:1 T 4 f L DETAIL M WRB CATERS, TEARS J� MAY BE PATCI IEp & PAPER DETAIL r WI R U8EMA WRAP CAPE ` Y I PER MANUF. SPEC. OR FOLD PEEL t STICK • 45w 1/Ifo" ZIP 5HEATHINCx SYSTEM ( INSTALLED PER MANUF. SPECS.) OR L FOQD INWARD® I.wLD WLARp. Pr. A WOOD 5HEATHING Ft.J a. cr Ase . Pr. a f a. CREASE • Pr. e % ' LUR8 LAYER #I, 3. GREASE • PT. C STUCCO IURAP 3. CREASE s FF. C 4. FOLD FT. C OVER FT. . �- B TILL PT. G TOUCHES {} BOTTOM FLAW-,e I THICK, 3 COAT CEMENT PLASTER L E kUENID To �; METAL LATH 5'`" ® ©FOLD © LAP LURE 4 TAPE OVER D fRA I NAG FLAN (WfR 5 . r aorroM ROOF/WALL SCREED p� STUCCO i /� �� FLNdCsE _ L A � I ` #I ( STUCCO W fR ) WATER TIGHT NOTE: -- SEAL FOLD, 22 IF ZIP SI-dEA T + 41NG SYSTEM 15 eQ cut INSTALLED, PLEASE SEE z "L" TYPE CONTINUOUS W��,�� #2 «O�IIBiR MANUFACTURERS "L" METAL FLASHING z MILD INCH �� INSTALLATION PROCEDURE PLASH 3 GoaT cEM (NAIL TO ROOF DECK, NOT Nr a) 'T WALL SHEATHING) WRBLAYER INGPA ,FORTIFIBER CAP SHINGLE - DO NOT NAIL, � TAL LATH X' X- X X BUILDING: PARR +� - s �o �aP INSTALL WITH Roof CEMENT •� Q —LAP LATERBOF BUILDING WQ4P I•� a OVER NAILING FLANGE, STOP \, e. ® F o a ,� WRB AmRO?� I A' ABOVE `-SHINGLES R22: L scr p i �� ROOF CEMENT ' • \ �Qol- S:uWALLfiASHING SHINGLE ROOrINCx WOOD SHEATHING �'�!2 �n OR 1/I6ZIP SHEATHING 5Y5't1=M KICK -OUT FLAORW3 (SEE ' �a ( INSTALLED PER MANUr. SPECS.) SELF-ADHESIVE FLA5HING - - - - - - NOTE: i I. IF ZIP SHEATHING SYSTEM IS NOS INSTALLED, PLEASE SEE ✓ MANUFActuRERs FETAL LATH- LATH TO 5E FEIR F-5C FELT lINC7ERLA7MENT �, �i OR INSTALLATION PROCEDURES �p /� SOLDER 122_tx�r�cr (WIND I SG/ � .� . I SHINGLE ROOFING �.. /•ZO F �'NIIT TE'o7oFa._.� _ ( ` DRIPED ,OVERLAP3' �'EF SQ. kr AiRD (UTILI 1 Y OR NQl I'INAL ESTIEN 'Or —"A LATH DOES N`OT i EE_T SFE.CIFICATIONS) SHEATHMG, MEGHANICALLI' FASCIA WRAP r' L" FASTEN 4° OG'. M.AX � X N.C.S.. , A R C H I T E C T S I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 mm.a bdesigngrou p.com w AA #,0003325 'III I I F13 ff 01 NAIMP Y NOTE: INSTALL ro' SELF -ADHERING IF ZIP SHEATHING SYSTEM IS MEMBRANE FLASHING OVER STUCCO INSTALLED, PLEASE SEE TOP, SIPE(S) AND BOTTOM FINISH i MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 6" SELF ADHESIVE WOOD CONSTRUCTION SEQUENCE OF FLASHING TO 5E: OVER TOP E SIDES I/16" ZIP SHEATHINCs SYSTEM 7/1ro' ZIP SHEATHING SYSTEM 1. BOTTOM, 2. SIDES, 3. TOP (INSTALLED PER MANUF. SPECS) OR (INSTALLED PER MANUF. SPECS.) OR \ X VENT CAP IS TO 5E SET IN BED SELF WOOD SHEATHING WOORI5D SHEATHING OF SEALANT At TOP AND x FLASHING UJRB LAYER *I, SIDES ONLY. S NT IS TO BE UNIT STUCCO WRAP COOLED SO t EFLECT STUCCO WRAP WR5 LAYER 02, FORTIFI5ER WATER Y OM OINTS, . BUILDING PAPER it X E-T ALL uND PREI ANUF. DRYER t- S ALANt ALL VENT CAP (SET IN METAL LATH WRB L FO TIF133'ER Jo TS NTERSECtIONS CONT. SEALANT) WOOD FINISH H a W0ED BUI I P coNsrRucrlON : 4�'�FINI51-{ � WOOD - ' APP Y SEALANT AT PERIMETER OF FASTEN TO WOOD STRUCTURAL BACKER ROD ?i -MOVABLE FRAME AND STUCCO MEMBER ®i' O.C. MAX ON ALL SIDES, Y¢" CAULKING JOINT SEALANT ALL AROUND g" K, 3 GOAT CEMEf�fT 8' GMU TOP 6 SIDES IV I? PER FBC R703.6.1 - PLASTER PER TO X�" MID _WALL Exterior lathingand plastering i � - QeP SCReED BACKER ROD Exterior use of portland cement plastery T (BLOCK) /8 TO Ys MID -WALL shall comply with the application DRYER VEN ][�O p Y� JB\ \� X requirements of ASTM C 926-12A. WEEP SCREED 6" WIDE STRIP SELF X ADHESIVE FLASPING, GLEAN Installation of exterior lathing and framing MASONRY BEFORE APPLYING X shall comply with ASTM C 1063-12A_� 6" 5ELF-ADHE51VE TexruRl=D WR5 LAYER 01, i x: FLASHING -- STUCCO WRAP - i X HOODED VENT OVER 5UILDING QUICK ER WOOD FRAFINIS I m MASONRY MED ry�p HORIZONTAL WEEP SCREED tl-41GK, 3 GOAT CEMENT FLASH" F— — — — LUALi.- PLASTER (FRAME TO BLOC METAL L—ATH _ (�DA HORIZONTAL WEEP SCREED 72 WR5 LAYER *2, FORTIFISER PIPE THROUGH FRAME TO FRAME NOTE - WOOD PAPER WALL �� WOOD $HEATHIN@ �. NOTE: IF ZIP SHEATHINGSYSTEr"I IS IF ZIP SHEATHING SYSTEM IS INSTALLED, INSTALLEp, PLEASE SEE / PLEASE SEE MANUFACTURERS MANUFACTURERS (� DRYER VENT (FRAME)%%,�� INSTALLATION PROCEDURES INSTALLATION PROCEDURE.*c v 9,SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) OR TAL ED rR A� sPEcs) BUILDING PAPER (INSTALLED I'ER WRB LAYER *!, WOOD SHEATH UNDER "QUICK FLASH" WR5 LAYER *I, NOTE: GUT OPENING IN ---- STUCCO WRAP Stucco WRAP IF ZIP SHEATHING SYSTEM IS APPROYIED HOUS:-_Wp2AP WR5 LAYER 02, FORTIF15ER INSTALLED, PLEASE SEE FOR BOX INSTALLATION 5UILDING PAPER MANUFACTURERS WOOD INSTALLATION PROCEDURES ' coNstucnoN CUT x INTO VENT PENETRATION WR5 LAYER *1, -- SELF -ADHERING �Xt METAL 1-4 STUCCO WRAP MEMBRANE FLASHING SCALE: N.T.S.e' CMu V L ASI D APPLY SELF-ADHERINCs MEMBRANE FLASHING ro IS AND I WOOD SHEATHING - J5 MBA OVER BOX AND OVER APPROVED WR5 LAYER ° EEP SCREED *I r (PI WIDE SCRIP &ELF f ADI-IESIVE FLAOI-IING, CLE,aN MASONRY BEFORE APPLYING — APPROVED HOU$EWRAP z �LASHIN� WRB LAYER *I, ELEC. METER FIELD I BELOW STUCCO WRAP STONE VENEER VERIFY LOCATIONELEC.METER FIELD OvER SCRATc+-4 COAT VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN SEM51RANE FLA NO I° IEMBR<>idEa CsRADE 'D" FELT MEMiRANE FLASHINCx - ENTI=RS 50 , OVER C ATCH COAT APf LY TO F.AGE SELF -ADHERING Y STUCCO S APPL R SHIN d i EDGE FLASHING OVER HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT APROVED PRIOR TO INSTALLING s ELEC. W/STONE VENEER HousEWRAP i METER UJRi5 LAYER *2, FORTIF15FR (FRAME TO BLOCK)_ 15UILDING PAPER CAVITY TO BE FILLED j WITH RIGID POL'I"MERIG STEF 3 eT E f #zr LE1G� �� 15OGYANOTE-POLYfBLEND FOAM JL� C"GREAT STUFF" OR SIMILAR) 4 APPLY A SILICON COATING A DRAINAGE PLANE (IURB BASE SEALANT AT POINT COATING OVER O stuccos C.V. FINISH LA1'ER #I, STUCCO UURAF) J T14AT ELEC. WIRE PENETRATES APPLY E-Z BE<.D- .o.a 0 0 (SEE TYPICAL WALL UJ'_1 SECTION) OVER RB LA1rER �2 (FORTF1BER - — _._.. _._. - GRADE 'D11 MIN °.o o.o,' � METAL LATH AREA TO RECEIVE FELT -PROVIDE o, • 1 . BUILDING PAPER) STUCCO SCRATCH COAT SEALANT AT AL;- oo METAL i� ATi- x -x--- x — x 1 GOAT OF PAINT W/BACK- JOINTS AND 1.0 ROLL PRIOR TO INTERSECTIONS ° .0.0.0 °' :. UCCO ELEC. METER INSTALLATION � T� f PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. WOOD S�+r=ATi4INC; METER CAN OR METER CAN OR 1/16" ZIP SHEATHING eYb-r=M COMBO OR METER CAN AND (INSTALLED PER 1`iANUR SPECS.) DISCONNECT 5EL.�-AF,)4E'5-!vE : S�-+INCx -- -- 5TEf= STEM NOTE METAL LATi-�, LA7L4 C) 5E ICE 1=15C ELECTRICAL CONDUIT ELECTRICAL RECEPTACLE R103e6.1 / A5TC-a 1-09, MN. 2.E LBS, 8 PENETRATION PER 50, °'t ARD (UTILITI' OR NOMINAL � LAT+4 DOES NOT MEET SPECIFICATIONS) f 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 9 ryF� WOOD SHEATHING WOOD CONSTRUCTION -Y4' HAT CHANNEL Wfs/6" TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 01, STUCCO WRAP " THICK, 3 COAT CEMENT PLASTER LUR 3 LAYER "I, STUCCO WRAP AMIGO AM66-WFWC-780 CUSTOM CASING BEAD WRB LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFtBER BUILDING PAPER THICK, 3 COA EMENT PLASTER 6" SAF. P P SCREED TO S T}41NG H WEEP SCREED r, , \ 6" SELF-ADHEREING FLASHING WRAPPED 11® TOP OF WEEP SCREED i TO SHEATHING BELOW WRB LAYER "I, STUCCO WRAP �„ 7 7,•-, ! �'17 i o -- .N WRB LAYER "2, FORTIFIB BUILDING PAPER i 6" SELF-ADHEREING / _ FLASHING WRAPPED i 6 GONER OF CANTILEVER 4' POSITIVE DRAIN , WEEP SCREED NO GAP IN FIELD —� (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD DTL. ® CANT. I O A SCALE: 1 1/2' = I' -0" NOTE: IF ZIP SHEATIHING SYSTEM IS INSTALLED, PLEASE SEE MANUI;ACTURER5 INSTAL-LATION PROCEDURES NOTE: t' IETAL LATI4: LAT14 TO 8E PER 1=5C R703.ra.1 / A5711 C=04 1=09, 1" [N. 2.E� LDS. PER 50. WARD (UTILITY OiR NOl11NA LAT+4 DOES NOT 1„IEET SP CFIGATION5) INC7TE: IF ZIP SHEAt ING BY E IS WOOD CTk'r'a INSTALLED, P EASE E MANUFACTU RS 1.0 tH R I5TIVE INSTALLATION PROCE RES I 3/4 RESILIENT HER RESISTIVE HAT CHANNEL BARRIER 02 VINYL CASING 5EAD " THICK, 3 COAT CEMENT PLASTER 5/S" TYPE 'X" ALL METAL LATH W/tEXTU PAI WOOD SHATHING FIN( q3 T/b' YP A114ING 6Y6TET1 f INSTALLED PER mAgw. Mims.) HIAT CEMENT / I l `2) 2x12 HEADER 4" POSITIVE DRAIN VINYL CORNER BEAD WEEP SCREED VINYL CASING 5EAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) IID DRIP EDGE INSTALLATION NOTE: IF ZIP SHE HING S S EM IS WOOD CONSTRUCITON INSTALLED, PLEA S E MANUFACTU RS I INSTALLATION PRO E URES J 1.0 WEATHER RESISTIVE BARRIER �I WEATHER RESISTIVE jv-BARRIER 02 rf VINYL CASING THICK, 3 COAT CEMENT PLASTER 5/8' TYPE "X' DRYWALL METAL LATH wlCEXtURED 4 PAINTEDHit FINISH i1�2LEp A��yy SYSTEM �' ' THICK,.3 COAT CEMENT i AP411UR SPECS.) PLASTER A/ VINYL CORN_ AD I �? l yINYL CORP. 4" POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD v NO GAP IN FIELD (5;40LL4 FOR CLARIFICATION OF 5EPARATE ACCESSORIES ONLY) IIEDRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE /x BARRIER '2 ' THICK, 3 COAT CEMENT-�IES PLASTER V R METAL LATH WOOD SHEATHING 4" POSITIVE DRAIN / \ WEEP SCREED / LNO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) ANTI LEVE E D G DRAINAGE PLANE (UJRB LAYER #1, STUCCO UJIRAP) UJRB LATER #2 (F0RT1FI5ER BUILDING- PAPER) 1 IETAL LATE4 STUCCO WOOD 514EATHING SELF=,ADi=+=-51VE FLASHING EXTERIOR GRADE DRY WALL " THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD -VINYL CASING BEAD DRIP 14A FINISH LAYER (2 LAYER PEEL < STICK) 6" PEEL 4 STICK o DRIP EDGE TO DECK I X"XI 3/4" P.T. OR SIMULATED WOOD (IBEX) FILLER, CONTINUOUS WATER PROOFING (fit t \ LAYER (2 LAYER PEEL\, STICK) WRAPPED FROM BALCONY DECK TO � CANTILEVER "P 6 PEEL 4 STICK 9 3" X 3' 26 GA. GALv. METAL DRIP EDGE SET IN =ULL BED OF SEALANTJ�" MIN. SF'4,CE FROM DRIP FACE TO TREX Y4" GAP ?=OR BACKER ROD 4 SEALANT VINY_ CASING BEAD WEAJISISTIYE BAfv '@ M DRIP EDGE TO DECK P�EQC MEM15RAI`IE, ftoFEND OVER DRIP SUB FLOOR EDGE ®LW-2=45�-- 1,3' X 3" 26 GA. GALV. \ METAL DRIP EDGE - - - _ __ SET IN FULL E3ED OF _ I Yt'Xl4' T. R SI ATED I SEALANT, ,�- I'tN. l REX) ILL R, ' SPACE FROr' Df21P ON N S FACE TO TRE'.x " FOR BACKER XLVINYL CASINtsJ_AD D 4 SEALANT WATER PROOFING (fit " FI SH LAYER (2 LAYER LAYER l2 Lfi'YEIe PEEL 4 PEEL STICK) STICK) WRAf=ED FROM 3/4 RESILIENT BALCONY DIeCK: TO HAT CHANNEL CANTILEVER VINYL CASING BEAD s" THICK, 3 C•CA" CEMENT PL.AATER METAL LATH 5/5' TYPE "X" DRYWALL WOOD SHEATHING W/tEXTURED 4 PAINTED - WEATHER R-315`[VE BARRIER #I FINISH WEATHER RE- 15TIVE " THICK, 3 GOAT CEMENT BARRIER °2 4" POSITIVE C IN PLASTER WEEP SCREECa VINYL CORNER BEAD VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP IIA EDGE INSTALLATION 2x FRAMING MEl" 5Ei R 8" THICK, 3 COAT CEMENT PLASTER CORNER PEAR FASTENED TO SHEATHING a rt" O.G. MAX. WRB LAYER #1, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LATER 02, FORTIF15ER Y4" GAP FOR BACKER I �� ROD 4 SEALANT FACE TO TREX WEATHER RESISTIVE VINYL CASING BEAD �' 1 BARRIER wl W RESISTIVE WATER PROOFINGlot % \ RIE 02 LAYER (2 LAYER PEEL I _ XT I COLUMN 4 STICK) \ erAW PM °uem a' \ N SHEATHINGS `EEL 4 5TIC 6' S.AF. r I N211x3' "L" FLASHING WOOD S4EAt1- lNG WRB LAYER *1, STUCCO WRAP OLUMN SHEATHING WEATHER RESISTIVE BARRIER NI WEATHER RESISTIVE BARRIER "2 v 5AF. PEEL 4 STICK i 1 YYxV 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA. GALV, METAL DRIP EDGE SET IN FULL BEID OF 5EALANTA" MIN, SPACE FROM DRIP SUB FLOOR FULLY EMBEDDED IN (=�_ �_,. — - I ROOF CEMENT I )�" X 3" 26 GA. GALV. ... ........... . ...METAL DRIP EDGE TED rE SET IN FULL BED OF "XISIMULASEALANt,1�' MIN. OD TREXJ FILLER, SPACE FROM DRIP NTINUOUS /FACE TO TREX Y4" GAP FOR SEALANT VINYL CASING BEAD Opt: BACKER ROD. WATER PROOFING (fit n MODIFIED 90 LAYER (2 LAYER PEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD CANTILEVER g' THICK, 3 GOAT CEMENT e I PLASTER 5/8" TYPE "X" DRYWALL METAL LATH FINISH URED 4 PAINtED WOOD SHEATHING FINISH �-� " THICK, 3 COAT CEMENT 4' POSITIVE DRAIN PLASTER, WEEP SCREED P VINYL COMER BEAD NO GAIN FIELD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY I, BALCONY DRIP IIC EDGE INSTALLATION C COLUMN (W/" L" FLASHING) SCALE: NTS NOTE: I ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE r"IANUFACTURERS )4i INSTALLATION PROCEDURES f— WOOD SHEATHING WRB LAYER 02, FORTIFIE3EIR , f BUILDING PAPER x; METAL LATH j ' THICK, 3 COAT CEMENT PLASTER (o SELF-ADI-4ERINC� .ac, FLASHING DRIP CAP BUILDING PAPER WINDOW FLANGE ORNER BEAD C ]FRAME 2 ' /2 " CORNER BEAD 0=A57ENER 4 SPACING a I" O.C,) CMU THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1 A T�CORNER BEAD � B]L0C]K JL II JL/ 1 WRB LAYS STUCCO WP WRB LAYS BUILDING I METAL LA- ' THICK, 3 PLASTER 6 "SELF -A FLASHING DRIP C� WINDOW I 55 CASING BEAD @) WINDOW (FRAME. NO BAND) ' LURES LAYER #1, STUCCO WRAP I C I WIRED LAYER *2, F-ORTIFIBER BUILDING PAPER I"fETAL LATH (EXPLODED $ THICK, 3 COAT CEMENT VIEW FOR PL 4STER CLARITY) 1 " LONGWOOD, FL 32750 - PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA # 0003325 Comm W W tH d) U W LLLI LLa t � f o O O A � � r ' r q � � �9 r — CN iguBDIV. Lom CREEKSIDE LOT# I18 JI T 1 '1 21717 I3A�7° o 3/29/17 SC - ;1/4" i'-o 3 .,...—_ V A_ 3 NOTE: __ _ _ II= ZIP s�•-lEatHINC� 5Y57EM 15 --------------------------------- ------------------------- ----------------------- Y' GAP T-T F �— rTHICK, 3 GOAT CEMENT _-----�° THICK, 3 COAT CEMENT WOOD SI-4EATI-41NG INSTALLED, PLEASE SEE MANUFACTURERS v To Tf;Zr TAL ATH PLASTER a INSTALLATION PROCEDURES IX TRIM MEMBER SEALANT i WRB LAYER 01, a STUCCO TO / % METAL LATH STUCCO WRAP x,4 SIDING TRANSITION LAYER 02, FORTIFIBER r WOOD SI-IEATI 41NG UILDINCo PAPER i WRB LAYER 02, FORtIFIBER = T SIDING WOOD SHEATI41NCz ' m BUILDING PAPER WRB LATER #I, i M :a WINDOW FRAME STUCCO WRAP r .. METAL LAt i WRB LAYER 02, FORTIFIBER •-••- / / " BUILDING PAPER WRB L YE WRB LAYER "I, " THICK, 3 COAT CEMENt WRB LAVER #2, 1=0RT11=1PER st c W STUCCO WRAPS — - $FAD VINYL GA51NCx PLASTER — BUILDING PAPER \ // (W/3/$ FLEXIBLE PvC BACKER ROD) ro SELF-aDI IERINC� .............. x; \`� METAL LATH -- CASING BEAD /� i FLASHING roll SELF-ADI-IEREINCs I � I ��.IEXPLODED THICK, 3 COAT CEMENT FLASI-41NG OR PEEL e STICK !% VINYL ANGLED \ i \i' / CASING BEAD !; VIEW FOR PLASTER SIDING '�'O STUCCO O -WRB LAYER 01, STUCCO WRAP, CLARITY) WRAPPED AROUND FRAMING CASING ]BEAD - MMSR 18 / roll SELF ADHESIVE FLASHING DRIP CAP (CROSS SECTION) WINDOW FLANGE WRB LAYER *i, WOOD SI-IEATI�fNCs Stucco WRAP 2X FRAMING VINYL ANGLE f� WOOD coNSTRUGTION MEMBER DETAIL ]BELOW EXPLODED k BEYOND FOR CLARITY CASING BEAD , WOOD SHEATHINla , '\ WEATHER RESISTIVE WRB LAYER i°2, FORTIFIBER G: a \ BARRIER m BUILDI\Ca PAPER i WEATHER RESISTIVE— ------_------------------------------------------ -------------------------- ------------------------ IBARRIER 02 .�� W%byYEA�PSIDING-�-------"-------------------------------- ------ METAL LATI 4 — � ! ` I . i I----------------------------------------- o .'�. i ; b' SELF -ADHERING — � FLASHING T�41CK, 3 COAT CI=MENt �� ' Ell THICK, 3 COAT CEMENT PLASTER '� FLasI uN� ` WEATHER RESISTIVE \ �� TT- � PLASTER V ` .. i / BARRIER "I �A.e N� 5E4D ro"SELF-ADHERING `\ / i STARTER STRIP BARIER IO2 sistivE / S=ALANT - \ To UJINDOW METAL LATH FLASHING — DO NOT CAULK 1 \� �� roll SELF -ADHERING _ SEAL INCz I � / FLASHING GALv'D METAL I FORTIFIBER 4 DRIP CAP — Z. r z' FLASHING \ LA ER *2, TT �.. I " �I DO NOT CAULK OR UIL G PAPER 1 -_`i I MULATED— (—Oe r+IN� WINDO�IiF�zAME / WINDOW FLANGE T MEMBER , ` COD 51 4EATI-41NC st cASIN� I � ' j �% CASING ]BEAD C WINDOW /' --- I Ya' X 6' SIMULATED WOOD TRIM MEMBER ;. .iR .gym ...... x , ..., ... ... ••.. ..... � 4% (FRAME, W/�AND) -- - \y , ORAP�OVEDSE� SEALANT .. A 1 stuccra cASINc, BEAD SIDING TO STUCCO ` -WRB LAYERI, STUCCO WRAP NdTE: Ca BLOCK TO FRAME \ \ WOOD SHEATHING IF ,ZIP SHEATHINC, SYSTEM IS TRANSITION \ INOTALLED, PLEASE SEE 19 — roll WIDE PEEL 4 STICK MANUFACTURERS OVER FLANGE INSTALLATION PRC.EDURES WINDOLI FLANGE \ ` 1" ITAL LATI-4 - NOTE: M TA ATH: ATH TO A E- a BEAD VIN'rL CASING E L L L BE PER 1=5C I / (W//s FLEXIBLE PVC BACKER ROD) I 2X F�;�C,MING WRB LATER #I, R-703.6.1 / ,4ST1" I C-54-1-09, MIN. 2.5 LBS. NEMBER ° STUCCO WRAP y UJOOD 5I4EAT4NG PER SQ. YARD (UTILIT`I' OR NOMINAL i 'APPLY FULL BED of SEALANT BETWEEN LATH DOE5 NOT MEET SPEGFICATIONS) BJILDfNG�� FLANGE 4 BUILDING WR,�4P WRB LAYER #2, FORTIF15ER � r LJRAP ' BUILDING PAPER i� —------- ---------------------- ---- ---------------------- ------------------------ x', � � WOOD CONSTRUCTION — - �. BEYOND _ F AS INCs D 4ERINGs ° WOOD SHEATHING " THICK, 3 COAT CEMENT ; 5TUCCO UJiRAF WEATHER RESISTIVE I WEATHER slsTl / ER RESISTIVE BARRIER M A PLASTER I I , � A I �I A � B RR ER TO j fa � i� WEATHER RESISTIVE /\� ��r °� X \ X ° BARRIER "2 / I , T ASHINCs / E Z W I T Y GING IIIIII pp } p !� Yq �J W IC L, 0�TI I5� �6 VEAAPSIDING- ° WE R RESISTIVE 6' SELF -ADHERING IER #I VIN?'L ANGLED 0 1 FLASHING �� WEARTHHERFMSISTIVE CASING BEAD ` `11 � -1�'iTl�4TI ' v ' I STARTER STRIP �i GALV'D METAL VW-L CASING BEAD - I I I G FLASHING y h DO NOT CAULK OR "'•----- II _ SEAL OPENING DO NOT CAULK OR 7 /� r-;' � I C -- A NI r K � GOAT � SEAL NG (x a C 1"I N� \ � � � E PLO,;,-D p � � �� VIEW PO PL,4eTE It W FLA METAL WEATHER RESISTIVE LEGEND it Z' FLASHING BARRIER "I TO LAP CLAR4T' "? I r4 x 6' SIMULATED ! 6' MIN. ABOVE TOP WOOD TRIM MEMBER OF 'T FLASHINCx IY<' x 6' SIMULATED DRAINAGE PLANE (WRB l i\ (W/W FLEXIBLE SI \ / WOOD TRIM MEMBER SACKER ROD) \ / � 'SELF -ADHERING LATER #1, STUCCO WRAP) FLASHINGDHERING \ I i I FLASHING WRB LATER #2 (F0RT11=1BER CEMENT PLA TTER \1\ RAAPROVED SEAL ANT BUILDING PAPER) WEATHER RESISTIVE ' ' WEATHER RESISTIVE CASING AS I N �-,� � E A � ^ � e TM � � � BARRIER "I BARRIER "I METAL LAT� i x—%�—%�—%� v L[\Z ('l L/\�1 WEATHER RESISTIVE E-z DEAD VINYL CASING BARRIER 02 (W/%' FLEXIBLE PVC BACKER ROD) STUCCO I�y /� _ AND (FIRAM.�E') SIDING TO STUCCO WEATHER RESISTIVE If 1-1 BARRIER 02 C FRAME TO FRAME WOOD SHEATHING F/' SCALE: 1 1/2"=1'-m" TRANSITION OR TALLED PER MAN F.SPEC5.) SELF-ADHESIVE FLASHING — — t MAO 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #,0003325 w w w U sLuu `F- Y a ;. CREEKSIDE 118 X'L A 2r17 WA4 CUT HC AT 45' MODIFIED 11, CUT IN HOUBEWRAP LINE OF I OPENING APPROVED HOUSEWRAP OVER 844EATPING OVER WD STUD WALL STEP 1 INSTALL 6' PELF-ADHB SLASHING C IgAILING FL, dAMBS 9XTEND FL I' BELOW 5 FLEX15LEF PO NOT SE I=1N TEMPORARILY FOLD -UP S SEC HOUSEWRAP (0 TUCK FLAP UND at HEAD FOLD HOUSEWI IN AT JAMBS 4 SLOPE SILL R NSTALL b' SELF-ADHE °LASHING C ANYL HEAL 'LA514ING (i TAMS) NAIL =LANCE EXTEND SELF-ADI-E °LASHING I' BEYOND JE -LASHING NSTALL VP SAP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDCES.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAIO AS TH FLASHING AT THE FOLD DOWN DIAGC ACRO WINDC 1PPLY 4Y' NOM. :ONTINUOUS 15M SEALANT AT AM58 AND HEM 1PPLY TO EAC JINDOW NAILING 'LANGE IN LINE 'RE -PUNCHED SOLES OR 8L01 IIDE AP14ESIVE -XIBL€ FLASHIfL VER DRIP CAP 'ECTO-WRAP EQUIV) WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SGALE: NTS NOTE f C 5�4ATE f N e�eT f F=L AS 5AN�FACTUfREfRe fNeTA �_ATfON INSTALL WINDOW PLUMB, LEVEL AND SHARE PE MANUFACTURER. WRITTEN INSTRUCTIONS Y 6NE VG MT iNOTE, 1. IT 15 THE CONTACTORS ftSPON5I5ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING, FLASHING, MATERIALS USED DURING, CONSTRUCTION. 2. INSTALL ALL MATERIALS F'=R MANUFACTIJhcRS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY RtACT ADVERSELY IF NOT COMPATIBLE. N AND SEAL JAMB TO SILL JOINTS WITH IlSS FOLLOWING COMPLETION Or RIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING --- (SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 RL I I DATE 3/29/17 SC 1/4„_l'-O"SMEMT 1A[A5 2x�o 5U5-5AND W/I "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE -1/8" TEXTURED FINISH e WOOD V TEXTURED FINISH s C1"IU I\ i\ I\ I\ I \ I \ METAL FASCIA \ WRAP Y8" FROM \\ STUCCO, 1" FROM \ WOOD WALL \ EXTERIOR WALL \ (FRAM IE OR Ci IU) \\ NOTE: NOTCH FOR 2Xro SUB BAND OSL`I' a i ( )ELE\/ATIC\ \ METAL FASCIA WRAP 2X& SU5 BAND \i lie" TEXTURED FINISH a WOOD METAL LATH SHEATHING 4 UURB LAYER 01, STUCCO WRAP LURE LAYER 02, FORTIFIBER BUILDING PAPER ROOF KICK OUT REMOVED FOR GLARITY ROOF DECK (BEYOND) DRIP EDGE, 1" OFF WALL (NOT INTO STUCCO) —s" 3-GOAT PLASTER " � 2x& SUB -BAND W/I"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING SYS°EM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT e WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -oII SCABBED TO TRUSS W/126 NAILS roll-8" O.C. MAX. 2x SUB -BAND W/1Y"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR C1" IU) SUB BANND DETAIL @ WALL SUB BAND DETAIL C WALL W/KICK-OUT a FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY11 x4" NOTCH o END, WRAF'IPED IN PEEL 4 STICK *ROOF CEI LENT a ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. )/4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/%"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT c ROOF EDGE OMITTED FOR CLARITY fir' i W - Inc. '1441 N. RONALD REAGAN JBLVVD.LONGWOOD,FL3275PH: 407-774-6078 FAX:407-774-4078 www.abdesigngrowp.c AA #_ 0003325 E CREEKSIDE LOT# 118 3/29/17 t/4"=V-0 SIPMET a _AIo IL1 IN 2x�o SUB -BAN% W/1"x4" NOTCH a END, WRAPPED IN FrmEL 4 STICK DRIP EDGE 7/8" TEXTURED FINISH a WOOD V TEXTURED FINISH a C1" IU METAL F1 I\ I\ I\ I\ t\ l \ 2X6 SUB I \ METAL FASCIA \ WRAP Yell FROM \ STUCCO, I" FROM . \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ NOTE! NOTCH FOR 2X(o SUB BAND ONLY � I ( )ELEVATION —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) \ DRIP EDGE, I" OFF WALL (NOT IN70 STUCCO) - __' 3-COAT PLASTER 2x6 SUB -BAND W/I"x4" NOTCH a �:; END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8" TEXTURED FINISH ® WOOD METAL LATH WOOD SHEATHING WRB LATER "I, STUCCO WRAF' WRB LAYER 02, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING 5�T'5TE1" I IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4 "x4' -0" SCABBED TO TRUSS W/126 NAILS 611-8" O.G. MAX. 2x SUB -BAND W/1Y"x4" NOTCH .8 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR Cl" IU) SUB BANS? DETAIL C WALL SUB BAND DETAIL C WALL W/KICK-OUT FELT PAGER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x 5U5-aAND W/ly11x4" NOTCH a END, WRAPPED IN PEEL 4 5TICK *ROOF CIE MENT 6 ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/Iy"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY mmamommom 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA ##: 0003325 stmDrv. In CREEKSIDE LOT# 118 � ®. / 3 29/17 SCAJAM , 1/4"=1$_01 71 W A o