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Home My WebLink AboutBUILDING PLANs • STATE OF FLORIDA CERTIFIED BUILDING DESIGN CRITERIA: CONTRACTOR: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) • ALL LOCAL AND STATE CODES 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: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 BLVD . -OCCUPANCY • CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED •EXPOSURE el -STORY RESIDENCE • 2—STORY RESIDENCE 1430 CULVER DRIVE NE, 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 15T FLR, LIVING 1104 Sa. 1=T. 2ND FLR. LIVING 1501 SQ. FT. TOTAL LIVING 2605 5C,2. FT. GARAGE 431 5a. 1=7. PORCH III 5Q.1=T. LANAI 80 SQ.I=T. TOTAL 3233 50. FT. PLAN REVIEW A/C VOLUME 216912 DATE I CHECKED BY: ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MIN]MU 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. RISER DIM. DIMENSION RAD. RADIUS DLSP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOLT R.O. ROUGH OPENING DT1,, DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXIT. EXHAUST SIM. SIMILAR EXT. EXTERIOR SL. SLIDING F.G./FX . FAXED 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 TEMR 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 DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP- TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE B:B W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER HEATE3 INT. INTERIOR W.I. WROUGHT IRCti REV. I DATE REVISIONS DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl-COVER 1ERMf, PAGE ►- PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A-DOWEL PLAN FIRST FLOOR THESE PLANS ANp ALL P�;Cpp�Etl PG 1B—LINTEL SCHEDULE FIRST FLOOR �� REQUIRED BY F� � "NCp� O PG 2 —FIRST FLOOR PLAN MAY BE NECESSARY IN O-DE8 TO PG 3 —SECOND FLOOR PLAN CompLY WITH ALL APPLICABLE Cools PG 4D—FRONT & REAR ELEVATIONS PG 5D—LEFT & RIGHT ELEVATIONS PG 6 —FRAMING PLAN PG 7D—ROOF FRAMING PLAN PG 8— FIRST FLOOR ELECTRICAL PLAN ONCEALED FASTENERS OR ATTACHMENTS PG 9— SECOND FLOOR ELECTRICAL PLAN A INE RESPONSIBILITY OF THE PG 10—FIRST FLOOR HVAC PLAN CONTAACTOR OF RECORD PG 11—SECOND FLOOR HVAC PLAN PG DI—MONOLOTHIC FOUNDATION DETAILS/SECTIONS PG D2—MONOLOTHIC 1—STORY WALL SECTIONS & NOTES PG D3—MONOLOTHIC 2—STORY WALL SECTIONS & NOTES PG D4—MISC. DETAILS PG D5—PRODUCT APPROVAL LISTING ALL PG WAI—WALL ASSEMBLY DETAILS UFACTOMArm PG WA2—WALL ASSEMBLY DETAILS Wry+ PG WA3—WALL ASSEMBLY DETAILS` �k PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS —WINDOW FLASHING PG WA6--WALL ASSEMBLY DETAILS -SUB -BAND ST. LVC:g -0 QNIFLLANCE L:EmEnA0 BY �i�'' I'LkN RIND P�RNHT �s�?c'T RE ICPT CjN. , UR NO INS41ECTION WILL BE MADE, t t DEC 7. 7 2i 17 St. Lucie Gouniy, FL A R C W I T E C TS I' n 1 Ou Inc_ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w W a W 0 h 4 A A F: 8cr��►iv. � LOT: CREEKSIDE LOT #0 PROJECT# 04321.000 MODEL: 4EHB "2605—HAYDEN" GAP.AGMA SWING: LEFT PAGE- COVER PAGE t60 MPH EXP. C nzgLnw A 11/07/17 BCA 1/4"=1'—O" T@:N:4 III 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 VII. 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 I. BASIC WIND SPEED II. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 ±0.18 11 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE 14WIND 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). 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 3/" 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 3/" 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. E. APA-THE ENGINEERED WOOD ASSOCIATION I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb = 1,100 PSI Fv = 175 PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED 3/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 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, MEMBER FORCES AND STRESS CONTROL 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. CONSTRUCTION. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, STANDARD WILL BEHELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 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 WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK, PSI. ACCORDANCE WITH ANSI A58.1-1982. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID 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. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR VARY BUT IT SHALL NOT BE LESS THAN '/ INCH AND NOT MORE THAN 3/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 5TH EDITION (2014). NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 7. FILL CMU CELLS SOLID WITH GROIN AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE PLUMBING HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) A5 APPROVED BY THE BUILDING OFFICIAL. REINFORCING STEEL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 3. CONDENSATION LINES SHALL BE MINIMUM 3/" PVC (SCHEDULE 40), INSULATED WITH 1w, AMAFLEX. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE. ACI 318-11. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EDITION (2014). 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL EXTERIOR WALL COVERINGS SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL_ BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 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 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5. W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: I. PRIMARY REINI ORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la & ASTM-C l 063-12a. 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 TO: -- ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS -- l" FLASHING -- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION. 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02/08/17 R. A R C W I T E C T S I1441 N. RONALD REAGAN BLVD. LONGW�OOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w w t 0 0. w A A o%nmz i '. as LOT: CREEKSIDE LOT #6 FraoizCT# 04321. 000 a oEoma 4EHB 2605-HAYDEN GAItw&GIC SMIIr G: LEFT PI�lb GENERAL NOTES 160 MPH EV. C AJRC f4rrECT- STATE OF FLOWA 1' • ' 1-, , l l -,, nP TM 11/07/17 SCJWM 1 /4" = V - 0" Si3 T GN A R C H I T E C TS SECURE STRAP TO UNIT W/ (2) *Sxl 1/4 SHT MTL SCREWS 51MP50N W5 ROLL STRAP OR EQUAL SECURE STRAP TO GONG. W/ (2)-3/Iro "X2 " TAP -CONS 5LA5 A/C CONNECTION TO PAID DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA, OVER HEAD 6 12' FROM STRUCTURE 2" VTR wasHER I 1 2' v'rR o� i LAN LAK-1/2'I 2' 2 3' WC. 3 TUB 3, 2' 3' 2' VtR'� 2, 3z" 1 ' SINK W/ 3' I-1/2' AUTO NI=N-r }` r — WC. 1-1/2, �-I-1/2, uP I z LA ' LA V 2' 2 2' Y7R,, 51-IWR 2' 3' �21 LA I TU5 I 3' CO 2' 4' 2' TO MAIN PLUMBING RISER NpfiE: ALL PVC PLUM5ED TRAPS ARE TO 5E "P" TYPE: - 'IS" T1'PE ARE PROH151TED. c5 '=/ 7 � i 11 4" CONC. SLA5---,, �l 39'-all 21'=10" 24"X24"XI2" GONG. PAD W/3-S BARS E.W. ON CHAIRS MIN..3' COVER (2 T1'PJ / =411 EXTEND END OF PVC. r CHASE UP 12 " ABOVE ICOND) COND. GONG. PAD DI 1 T1'P, 4 CONC_ REINFORCED W/ ro Xro \ W1.4XW1.4 WWF OR FI5ERMESH ON \\\ D1 6-MIL. VAPOR 5ARRIER ON ■ WELL -COMPACTED CLEAN FILL \\` 4" PvG TERMITE TREATMENT SHALL 5E \\ CHASE 50RA-CARE \\ D I � \\ D1 ■ \ 24"X24'X12" CONG. \\\ PAD W/3-"5 5AR5 \\\ E.W. ON CHAIRS \ MIN. 3" COVER \\\ 25 \\ 1 1'- I 'ti' ✓" _� _T'-roll D I V\ \ I� N .- 1610 SLA =NDI/2 2X12 ■ [ HBii f W.H� -5 1/2° STUB UP T [ \ 2ND FLR oll 5OLLARD AS REQ. [ ■ PER BLDG- CODE [ &5 [ DI [ 0 30"X30"XI2" CONC. j PAD W/3 - 0'5 BARS ■ E_W. ON CHAIRS MIN. 3" COVER 24"X24'X12' GONG. PAD W/3-s BARS E.W. ON CHAIRS MIN. 3" COVER --1 in" L I V_ " ■ ■ ■ _a il 20'=4" ■ cis 20'-41I i l SLAB I I. L - - IF - I_ I� 4 z L O 11 w CONC. [ 5LA5 [ 4 *31/2" [ DI ■I P I IN ■ ■ SLAB 1 1/2" I �J I ELEV. l FIN. CONC. SLAB [ ■ [ I■ r L NI \% [ ■ /"';fCHASE I 1-OR ELEC. TO ■ ISLAND [ 0' -0" ELEV. FIN. CONC. SLAB [ 13 [ DI J I'-0" 411 O GONG_ ■ ■ ■ ■ 5LA5 _ w � —1 II ■ Dl I ffi— — D� J \ ■ ■ IL ■ ■ o ■ 39'=011 I'OtiNDATION 7'-411 PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH BITE PLAN - PLOOR ELEVATIONS At REQUIRI=D EGRESS DOOR SPALL MEET PROVISION Or- SECTION R3113.1 01= THE PBCR 5TH EDITION (2014) 12'=0" I 4 DI \-24"X24`X12" GONG. PAD W/3-05 BARS E.W. ON CHAIRS MIN. 3" COVER l3 TYPJ Desil n GroupInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w 0 U W a U w A h A stmDrv. a IAT: CREEKSIDE LOT #6 PRoimCT# 04321.000 MODAL: 4EHB "2605- HAYDEN" Q'AR'AGE STfMG: LEFT PAGE: FO UND ATIO N PLAN 160 MPH EX'. C 00 n 11/0 7/1"7 SCA M: 1/4$$=1'-D" SHEET 24'- 11 14' -0 l0'-®" 2'-4'1 �t c�a ■ t;0 cv E � u ccl, �r 2'-�'� � 11-011 u 1' _0 12'=4" O EL PLAN A R C W IT EC TS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W 0 W 0 g v A A h SUBDrv. da Ml%. CREEKSIDE LOT #6 04321.000 MODINU 4EHB "2605-HAYDEN" GAIR A GE iSVMG: LEFT PAGIM DOWEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLUMIDA # IQ 7 1017 V1 Dp 11/07/17 SCALD: 1/4"=1' - 0" e*EMEx IA A R C H IT E C T S Ak T� ETt LINTEL SCHEDULE p LINTEL LENGTH T1rP�= coMM=N-rs NO. L 1 11'-4" 81=28-15/1t L 2 4'-6" 8�:8-15AT A5V. DOOR A55EM5LY L 3 �'-6' 81=16-15/1t L 4 -I'-6' 81=24-15/It L 5 4'-6" 81=16-054T � .INT EL SCHEDULE NOTE: '7-4E LINTELS 1 CAr SE 5U857I7UTED UJIT�4 L INTEL5 F-ROr-T AN07; 4ER 1" iANUF-ACTURER AS LONCip 45 7+ 4E LINTELS ARE OF EaUIVALENT OR CxREATER cAf=AGI71' T44AN Tk4E VALUES SATED 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W w a a W 0 ti 0. v W A ti A F; BUBDIIV. & LOT: CREEKSIDE LOT #0 PRoimcT# 04321.000 Moalea4 4EHB "2605-HAYDEN" GAMAGIC S'WM�: LEFT PAGE: LINTEL SCHEDULE 160 MPH EXR C DATM 11/07/17 SCAM 1/4"=1'-O" SAFE LCAE-) TAE3LES FOR GRAVITY, UPLIFT t LATERAL LOADS all PREGASt s PRE5tRE555D U-LINtELS LENC TIC �'�8 SF0-05 81=12-05 8�=1(o-0 20-0 24-0 28-0 32-m 81=8-15 81=12-18 SF16-15 OF20-15 8F:24-15 EF28-15 BF32-15 2'-10" (34") PRECAST 2302 31ro6 4413 6039 rt52ro 9004 104-12 11936 3166 44-13 6039 rt52,'o W04 10412 1. 11936 3'-6" (42") PRECAST 2302 3135 33T-i 4689 6001 -1315 8630 994-i 3166 4413 6039 1526 9004 10412 11936 4'-o' (48") PRECAST 2029 2325 2496 34rol 4438 5410 6384 1358 2646 1 4473 6039 152ro 9004 104-12 11936 4' -(0" (54") PREGAST 1F 51 1"87 1913 211 3403 4149 4896 5644 21-70 4021 6039 7526 e004 104-12 9668 5' -4" (64") PRECAST 1184 1223 1301 1809 231`1 2826 3336 3846 1665 2889 5057 6096 5400 6424 1450 5'-10"(rt0") PREGAST 12 1000 1059 1474 1889 2304 2121 3131 1459 2464 4144 5456 4431 5280 1 6122 (0'-6" (70") PRECA5T 1255 2101 3263 2-146 3358 Sell 1 4585 1255 2101 3396 5260 1134 8995 6890 - (o7 1029 1675 2385 1"1 2439 2886 3333 1029 1615 2610 3839 5596 11 504-i GJ'-4" (112") PRECAST �-13 632 1049 1469 1210 1482 Irt54 2ID21 T68 1212 1515 2544 3469 4030 312-T l0' -6 "(126") PRECAST 1,.5(o 452 802 1125 915 1122 1328 1535 658 1025 1514 2051 2114 3130 2404 11' -4" (136 ") PREGAST �45 598 935 136E 1854 235E 1793 20rt5 598 935 136E 1854 2441 3155 4044 12'-0" (144") PRECAST14 545 864 1254 1689 2074 15-1ID 1818 555 864 1254 1693 2211 2832 3590 13' -4" (160") PRECAST 362 42-t 126 1020 1331 1635 1224 1418 485 745 10 (o 1438 1655 2343 2920 PRECAST ;38 381 648 919 1190 1462 108I 1260 L55 100 1003 1335 1714 2153 2666 FRESTRESSED ..R' NR NR NR NR NR NR NR 465 165 1310 2045 2610 318E 31o5 15' -4" (184") PRESTRESSED 1 �;.R. NR NR NR NR NR NR NR 420 11 1250 185E 2310 20"1 3410 lrt'-4" C208")PRESTRESSED 1ti.R. \R NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4" (232") i�REBTRESSEp NR NR NR NR NR NR NR 240 400 150 1090 1400 1rt20 2030 21' -4" (25(0 ")PRESTRESSED ,.^�. NR NR NR NR NR NR NR 163 330 610 940 1340 1750 2110 22'-0"(2(04")PRESTRESSED NR NR NR NR NR NR NR 160 300 5lo 810 1250 111 19�O 24'-0'(288") PREStR1=SSED 1�i.R. NR NR NR NR NR NR NR 130 240 4-70 1 120 1030 1350 1610 1IATPRiAL5 I, Pic precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3_ f'c grout = 3000 psi Li Maximum 3/8" aggregate. 4. Concrete masonry units (Ci'IU) per ASTM C90 w/ minimum net area compressive strength = IWO psi. 5. Rebar provided in precast lintel per 45TI`'l A615 GR60 Field rebar per ASTM A615 GR40 or SR60. 6. Prestressing at -and per ASTM ,4416 grade 210 low relaxation rt" 1 /32 wire per A5T1" l A510. S. 1"lortar per AST"'1 C210 type 1" 1 or S. S" PRECAST 4 PRESTRESSED U-LINTELS = k ". too TAPE 2'-10" (34") FRECA5T II 1�FL iFT LATERAL 81=8-I SF12-IT er-16-IT 81=20-IT 24-IT 81=28-IT 8�32-IT SUS 81=8 8-2 12-2t I6-2T 20-2 24-2 28-2 81 =32-27 2rt2-1 25-18 4101 5332 6569 1811 9055 2021 2021 2121 2184 3- 1 5190 640-1 111 8851 3'-(o" (42") PRECAST 2165 2289 3260 423-1 5219 11 1192 125l 125rt 216E 2215 316E 4125 50el 6061 -1036, 4'-0" (45") PRECAST ISIS 195e 2832 311 4532 535-1 624E 938 1127 938 18rt8 1925 2150 3583 4422 5264 9,i10 4'-6" (54") PRECAST 1660 1162 250-1 325-i 4010 4111 552E 727 1660 1105 2435 31-11 3913 4658 540ro 5'-4° (64°)PRECAST 1393* 1393 1484 1431 2110 2050 2-i41 2610 33rt5 3293 4010 3920 4648 4549 505 505 5' - l0"CT0") PRECAST 1272* 1351 1930 2505 3054 311 424-i 418 418 1212 1 1315 1815 2441 3010 3583 4151 6'-(0" (�S") �='It'EGAST 1141* 1200 1133 2250 2rt69 329P� 3812 101 551 1141 1 11&2 1664 2192 2103 3216 3-132 �'-(o" (90")PRECAST 959* 912 1415 1914 2354 219-1 3240 r,, 91 (05-1 990 1029 1466 Ili 2351 2-19"! 3245 9' -4" (11211) FRECA5T 801* 612 950 1269 1560 1852 2144 454 (030 801 15)5 1192 1550 Igi0 22-11 2634 lo'-6Y12(o1') 1=RECA6T -116 * 495 193 1021 1261 1496 1131 39(0 493 rtl6 611 1039 1389 1-111 2034 2358 11'-4" (13611) PRECAST 6(oro* 439 ro9ro See 1104 1309 1515 3(03 r✓5(o rororo 535 905 1295 1595 1896 2195 12' -0" (144") PRECAST 60-1* 400 631 Biro 1001 118ro 1312 340 494 631 486 818 1209 1514 Mee 2086 13' -4" (160") PREGAST 500* 340 532 11841 99rt 1153 302 398 513 409 682 1004 1361 1631 189-i 14'-(d"(1(o8") PREGAST 458* 316 493 635 Ila 922 1065 28(0 360 548 318 629 922 1254 156l 1616 14' -8" C 1�6 ") PRESTRESSED 243 295 459 591 124 85- 990 N.R.357 243 352 582 652 1156 1491 1142 15'-4" (184') PRI=STRES51=p 228 2-18 430 553 611 801 925 321 226 32S 542 -l91 1012 1361 1616 I�'-4" C208")PRESTRESSED 188 23ro 361 464 56rt 6-10 114 N.R. 255 158 2Tro 449 649 8-14 1121 1389 19' -4" (232 ") Pi StRESS1=D 165 20-1 313 401 490 5rt8 66rt R. 2�4 165 239 383 550 '136 e40 1160 21'-4" (25(2")PRE5TRE55ED 145 186 218 356 433 512 590 N-R. 1-12 142 212 33F6 411 635 801 993 22' -0" (264" )PRESTRESSED 140 180 268 343 418 493 568 131 205 322 451 601 111 941 24'-0"(255') PRE57RE85ED 121 165 244 312 380 44-1 515 124 156 290 408 538 680 833 *REDUCE VALUE 5Y 2596 FOR GRADE 40 FiELD RE54R S" PRECAST UJ/ 2" RECESS DOOR U-LiNTELS L ENITI� " 4'-4" (52")PRECAST RA V i T 4"1 M%-0 81; =10-m5 OW14-05 81e''�18-05 BW22-0 SW26-0 M=30-05 SRU6 SRF6-IB 5iSF10-15 SW14-15 8W22-I5 8W26-18 8R=30-15 1489 1591 1821 3O53 3412 2982 4952 3954 6412 4929 -1941 5e04 9416 6880 108-18 4'-6" (541) PRECAST 1351 1449 2152 2-114 3600 448-T 5315 11 1-102 3412 4982 6412 111 9416 10815 ✓''-�'" C(o8")PREGAST �85 832 1602 1550 2055 25ro6 30-15 3585 1153 2162 40-14 64-12 6516 5SI4 6839 5' -10" (rt0") 1'='RECAST -135 Il9 1500 1449 1924 2400 28�6 3352 1103 2051 3511 6412 6516 5450 6411 (o'-S" (50")PREGAST 822 Sol 1611 2933 25rt6 3223 3812 4522 Sort 16-i-i 2933 4100 (ort30 81-i-1 6101 -1'-(o" (w") PRECAST 11 161 Iro4 13-1-T 13rtrt 2252 232E 1958 3609 2451 5492 2944 6624 3439 5132 9'-8" (11(611) PRRECAST 3-11 420 834 1253 1011 1342 1614 1886 535 92a 1491 2119 2618 3595 26-15 all PRECAST UJ/ 211 RECESS DOOR U-LINTELS �. ,.. _ .. T''PE 7ENGTi4 Uf=L FT LATERA 8RF6-It SRF6-2t 810F10-It Vi FIO-2T 80FI4-it 8W14-2t 8RF18-IT 8W18-2t SRI=22-1t 51;6F224t 8R1=26-It 8RF26-2 8 30-1t 810=30-27 SRuro 8RI=6 4'-4" (r✓-2") PRECAST 1244 15-i3 2413 3260 4112 4911 582E 932 932 1244 1519 2339 1 31-10 4005 4850 5696 4'- (54°) PRECAST 1192 1501 2311 3121 3931 4156 5511 853 853 1192 1455 2240 303(o 383-1 411 5453 5'-8" (6 8")PRECAST 924* 11- 2 1I95 2423 3055 3689 432E 501 501 924 1132 1-141 235I 2eI8 303 6 42 00 5' - l0 ° (-1�") PRECAST 896* 1138 Irt42 2352 296E 3581 4198 469 469 896 1099 Iro90 2288 2891 3491 410ro 6' -S" (8(d") PREGAST 1rt8 882 1513 2042 2513 3101 3642 830 1100 1-i5 956 1468 IWI 2509 3035 3563 -1'-(0" (9Q�") PREC,4ST 688 69rt 132E 1810 2280 2rt53 3221 110 941 688 849 1302 1'162 2225 269ID 315'1 9'-5" (116") PRECAST 533* 433 805 1123 1413 1-iO4 1995 51ro ro14 533 521 1009 I 1369 1-i28 1 2055 2450 T"'� FF= D E 5 iGNAT I ON *REDUCE VALUE SY 159. FOR GRADE 40 FIELD REBAR E = FILLED WITH GROUT / U = UNFILLED A QUANTITY OF 05 RE5AR AT BOTTOM OF LINTEL CAVITY I OFIo 1 NOMINAL LiDT1-I _� L QUANTITY Or- 05 NOMINAL HEIGHT RE5AR AT TOP SNor- 5AFF LOAD TAE3LE NOTE5 1. Prov'cle full mc- :ar read and bed jo'rts. 2. Sho•e 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 vert'ca I deflect'on, except 1lntels 11'-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. rt 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast -in -place concrete may be provided in composite 1lntel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACi 318 and ACI 530 S RE5AR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR V a.. e � n ° Z ° GROUT O 4 ° *5 RE5AR AT 5OTTOM • •, OF LINTEL GAViTY rt-5/8'AGTUAL � BOTTOM REINFORCING PROVIDED IN LINTEL " INAL IUIDTI-I (1/ARIES) 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 2090 iF 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 Ioads 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 aeldional reinforced masonry above the precast lintel. 6. One r rebar may be substituted for two *5 repairs 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. 9_ All safe loads in units of pounds per linear foot. A Design 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 'FAX:407-7744078 rrvww.abd+esigngraup.com AA #: 0003325 t W W O W 0 h w Q h A CREEKSIDE LOT #o PRtijzCT# 04321.000 xoaIEL: 4EHB "2605-HAYDEN" aGZ sTrtrr+a: LEFT PACE: SAFE LOAD TABLES 160 MPH EXP. C 11/07/17 TM:►j;�1y B'. 1� (:�)BAR DETAIL SCALE: 1/2" = I' -0" 0 Q /ARIES � CBARM r &I _011 21 c5 l 1d 1 5II 31_�I1 COND 271=1011 1&'-411 111=211 3! 7ro I I —ro T. 05T — — - P P (2 TYP.) LANAI 6-5" CLG. 1 ' - 11=1011 3052 -514 (2) 3052 -54 roo6a Sr-x.D. EGRESS LIVING 11 ROOM DINING BEDROOM #2 = ROOM 8'—s" CLG. 8'—a" CLG. 1 8'-8° CLG. 10" -all Q /711 - - a " � ' - 0 " � ' " r _ 1 SC0 Q I _ all ' ..1 br ti�8 I I m l C. v. 9 A 9 1 B �� 4X sT I I• z O P II z m BATH U2 QI I '� 1on 7L S— 8 CLG L B.W. I I O A 1I- '$' LAv. �4, 01 1 1 1 1 I I I U I - �" �� UPS WC I KITCHEN —� — 8' -8" CLG. - L.B.W. 11 2 -8 STOR. 42" 4 4. 4-4ALF `r 14B SLDPED CLG. WALL W/ CAP OPT. _u STAIR DATA �4 b36— I REF 16 RISERS -544 -2xro WALL 15 TREADS 6 10' —_— +I" NOSING V. ARC14 5OLLARD AS REQ. B PER BLDG- CODE 8ll 1 3 1_ c 11 v ill, GARAGE FOYER 8 FLEX ■ 8'-8" CLG. V.11C. (2) 3052-544 -10" 0) 1�-0"xrt'-0'o�D. PORCH BLK COL. TO �r -------------------- �n ------------------- rQ ` F �fhR S _1.__,00R PLAN NOT -2-8 _OUV. DOOR W/ AIR 4ANDLER ON METAL STAND OR 2-8 50LID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VE41=Y CONDENSER PAD LOCATION WiTI4 SITE PLAN. - FRO,,- DOOR ASSEMBLY TO BE T4ER1" IA-TRU P15ERGLA55 DOOR W/ -RANSOI I (SINGLE ASSEMBLY) -20 I'l FIRE RATED DOOR TO BE EQU!FDPED W/ 5ELF-CLG5ING DEVICE =-R 5-CTION R302.5.1 OF TPE E5CR 5T�- EDITION (2014) SQ.FT. CAM'S IST FLR LIVING 1104 SQ. FT. 2ND FLR LIVING 1501 5Q. FT. TOTAL LIVING 2605 SQ. FT. GARAGE 43-t SQ.I=T. PORCP III SQ. FT. LANAI 80 50. FT. TOTAL 3233 SQ.1=T. A/C VOLUME 21fo91.2 EXTERIOR MASONRY WALL. BRCS. 4E G 4TS BRC %7 !! LOAD BRCx. WALL U.N.O. ON PLANS COMPONENT AND CLADDING WILD LOADS BASIC WIND EAN)SURE FOR 3 SECOND GUSTS OPENINGS SOUARE ZONE 160 MPH WIND (Volt) REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA 5.GD. MIN. 12 5 30/-3rt CRITERIA 8070 0.14.D. 56 5 30/-38 1r0010 O.I-4.D. 112 5 29/-35 505FIT N/A 5 31.6/-38.5 ROOF TILE N/A 3 - ro 829/ ►� -50.2g APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR R612.2 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. ARCNITECTS Des i n 1 V Inc. iTr1 1\. I\VI\I-ILV I\I-r'I Ml'11\ Vim. V LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 40 N W 0 W 0 h q A 77 8tmDIY. a Lr0T: CREEKSIDE LOT #6 PRCadECT# 04321.000 monzia 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGM: FIRS T FLOOR PLAN 160 MPH EX.P. C DHINT A 11/07/17 SSCAJLE: 1 /4" =1' - 0" pw. HANDRAIL 6 3ro" W1 2X4 RE-INFOR i' T14E CLEAR SPACE BETWEEN T1�4E I4ANDRAIL AND TI4E WALL SMALL 5E NO LE55 7I4AN 1 1/2" AS PER F5GR R311.1.8.2 NOTE: 1. 1-4ANDiRAIL5 SI4ALL LAVE EzM4ER A CIRCULAR CROSS SECTION WiTI,4 A DIAI"IETER OF 1�"+ 2" OR A NONGIRGULAR GROSS SECTION WITH A FER11 IETER DTI" TENSION OF AT LEAST 4" 5U7 NOT I"IOiRE TITAN I/4" AND A LARGEST GROSS SECTION DI1`'1EN510N NOT EXCEEDING 2 1/4". EDGE5 51 4ALL LAVE A t-11NIMUI„1 RADIUS OF 1/15" 2. TINS RAILING 5,1'STEt-1 15 DESIGNED TO RESIST A LOAD OF SC F1 F FOR A CONCENTRATED LOAD OF 200 POUNDS Afi=PLIED IN ANY D 1REGTION Al - TI-4E TOR OF SUGI. 4 54fRRIER8 AT ANT LOCATION ON TI4E SAFEGUARD, WHICHEVER CONDITION PRODUCES THE 1"iAX11"iUI„I STRESSES- PER SECTION 1(o0l B] / F.E.C. 2014 HANDRAIL DETAIL, 5GALE: 3/4=1 -0 10'-0 3/4' 2ND 1=1N. 1=L.R. NOTE: STAIRS RISERS TO CO*:ORM TO 1=5CR l;TI4 EDITION (2014) MIN. TREAD=10' MAX. RISER=-f 3/4' 3/16ll MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTI-4ER 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CRO55 SECTION DIA. TO 5E 1 3/4' +-1/4" OR PROVIDE EQUIVALENT GRASPA5ILITY WINDERS- MIN. ro' WIDE NARROW END MIN. 11' WIDTH a 12" FROM NARROW END 34' MIN. 14ANDRAIL HGT. 0'-0" 1=1N. 1=LR. 42' 44. HALF WALL W/ GAP 3/4" TtG 5U5 FLOOR GLUED 4 SCREWED PER FASTENER SCI-�DULE } PR1=-1=NCa'D FLOORING SYSTEM (SEE FLOOR FRAMING SHEET) STAIR DATA: 16R tv -154" 15 TREADS a 10" + I' NOSING STOR. NOt «I=NCLO5ED ACCE5815LE 5PACE UNDE STAIRS SHALL HAVE WALLS, UNDER 57AIR SURFACE AND ANY 50F:r-IT8 PROTECTED ON THE ENCLOSED 51DE WITH 1/2, GYPSUM 50AR'US. 1:=5CR R302.7 OVANITY UVANITY (2) LAYERS OF 3/4' PLYWOOD ---v>=CURE TREADS tc7 STRINGER OR (2) LAYERS OF 3/4" 5U5 W/(3n 3' SCREWS EA 1=LOOR MATERIAL RIPS FOR STRINGER, UNTHREADED 54-4ANK SOLID NAILING TO EXTEND 5EYOND TI41CKNESS OI= SU5-1=LOOR 514E-4g41NCz --3/4' KICK \ PLATE I"IAX. 10" NO51NG - MIN. r 3-2x12 SYP STRINGER - — REINFORCED W/2X4 5PF W/CONT. BEAD OF SU54:LOOR ADHESIVE . �' FL-400 OR SIMILAR \ 14 I ONTAL RUN EA OR Z 2 X 4 RE-1NFORCING EA. 2 X 12 STRINGER SECURE W/126 6'-8' O.C. S TAIR DETAIL 2X4 ATTAC4 ED W/ 'Dd MASONRY NAILS B 2X4 P.T. SLEEPER INTO S_A5 WIT4 1N 8' OF EAG4 END, 32' O.C. MAX. A TTT T — PRE-ENCz'D FLOORING SYSTEM (SEE FLOOR FRAMING 514EET) WALL W/ CAP i c(1 39' - 8" 2'-4" 12'-0° 13'-2" 13'-101, 4'-2" ,.-- 3052 -SI-1 .. . POST 55 (2) 3052 - 514 POST 1R-151-I TEMP I W.I.C. �I ^I BDRM. #5 > 03 LOFT 'b o� CHASE BATH #4 V-0' GLG. FUJC. : -all TU5 U1/ ryrb r' Sa-IWR. 42" H. 14AL1= - - LAU//wN. WALL W/ CAP M `M� /7 41-1011 12/7 I r— — -ir — —-i OpT.1 I OP T I 1�N. _ L--JL_—J POST 16 RISERS ,s I.54" 15 TREADS o 10" +1' NOSINCx 22"X36" ATTIC ACCESS OWNER'S SUITE 8' -0" CLG. (2) 3052 - EGRESS BDRM. #4 8' -0' CLG. BATH #Ui) Q �$ LAV. I LAV. � D 1'-a, E _811 v"o 9 Qi m m7t l 2'-2" d' ro'-roll0 � -10' � 3'-1011 0. BATH CN4A5E 4 _ x �I (D wXO W.I.0 8'-0" GLG. 2040 - S1-I 4'-2" 11'-4" 1 _ 4 11 3'-0 " 4'-411 BDRM. #3 2) 3052 - 514 EGRESS 2'-4" 2'-4" 13'-4" SECOND FLOOR PLAN NOTE: 2-8 LOUV. DOOR W/ AIR I-IANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE a t ARCHITECTS DesonGrounc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W w a Q w 0 0. Q A h A h La SUBDrv. d+o TAT: CREEKSIDE LOT #6 PROJECT# 04321.000 �QD�rT.r: 4EHB "2605-HAYDEN" Gii GE SYMCG: LEFT PAGE: SECOND FLOOR PLAN 160 MPH EXP. C ]INT DA 11/07/17 SCE: 1/4"= V— 0" -T/8' THICK, 3 COAT GI=MENT , PLASTER OVER GRADE 'D' FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE "D" 1=ELT PAPER 4'x4' GALV.-- 1=LASHING SET IN R001=fNG CEMENT t=15F-Fr-sLASS SHINGLES OVER 030 �' �\ 2x6 LEDGER 5>=GUR1=D FIELT PAPI=R ON 1116' 0.5$. LU/ 1/4' x 4" LAG BOLT SHEATHING OR 1/2' CDX LU/ 2' DIA. LUASHER PLYUJOOD 5EGURED PER \ —24' O.C. MAX NAfLINGs SCHEDULE LSU-26 12 2x6 RAFTERS 5RG. HGT. Y LU826 W/ (4) 106's - TO LEDGER AND (2) 106'6 TO 2x6 JOIST 2X6 LEDGER W/ I/2'xV - THREADED ROD 32" O.G. 2 , MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY 6' MIN EMBED, 1/2'114ICK, 2 COAT CEMENT — PLASTER APPLIED DIRECTLY TO MASONRY GOOF � S.G.D. t +/-2"1'-1 1/4" BRCS. HGT. F1 FDON 1,0 "X48" DECORATIVE 614EATH- NG TO L,4F SHUTTER OR F1�AME TO a,45LE EQUIVALENT CONNEC70N 12" MIN 6" RAISED RAND 18'-0 3/4' 2ND FLR. BRG.I-IC�T. F17DON 16"X62" DECORATIVE SHUTTER OR (RA 5C 12 EQUIVALENT WA4 WA4 WA5 4' RAISED RAND 10'-0 3/4" 2ND FIN. 1=LR., 8' -8" BRCS. 1-KxT. (o" RA15ED RAND OPT. COACH - L IGHT 0'-0" FIN. FLR. IS'-0 3/4" 2ND 1=LR, 5R3. W-%T. 10'-0 3/4" 2ND FIN. F 6-all SR!.z. a-IGT. 0'-0" FIN. FLR. SHINGLE ROOF 12 Fzrf=ON Iro"X48" DECORATIVE 14' SHUTTER OR EQUIVALENT m - 1 k u u 2'-0 FRONT ELEVATION TEXTURED 1=1NISH NOTE: WALL 1=ENE5TRATION FLASHING AS PER 1=5GR R103.8.1 OFF RIDGE VENT OFF RIDGE VENT I� II' -a" -00 12 WA5 U 15C WA4 16A WA4 12 14 11 WA TYP. SEA -=XTURED FINISH L® ELE-'rv-rATION 19 ^` 18'-0 3/4" 2ND FIR. .I BRC-c. HGT. 14A RKT11X1� OR wn EQUIVALENT Q 10'-0 3/4" 2ND FIN. FLR. - - S' -8' BRCS. HGT. 6" RAISED 14B� RAND (TYP.) WA TYP. 4" RAISED r BAND (T` F.) a" RAISED BAND FIN. FLR. 14A WA3 TYP. I � IS'-0 3/4" 2ND FLR. 5RCZ. HC�T. 0�10'-0 3/4" 2ND FIN. FLR. OLV -8" 5RG. HGT. 14 WA TYP. 0'-0" FIN. FLR. AREA OF ATTIC = 2450 SQ_ FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ_ IN MIN_ REQUIRED VENTILATION = _sx 1176 IN UPPER PORTION OF ATTIC = 588 SQ_ IN_ (BALANCETO BE PROVIDED IN SOFFIT V ENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free arez TOTAL# OF VENTS REQUIRED = 5.11 TOTAL #OF VENTS PROVIDED = 6 SOFFIT VENTILATION AREA 7 SQ. IN_ PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 84-00 ARCHITECTS Design Grou��nc. i� LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W w 0 W 0 h W A h t4?.TMM. a IAT: CREEKSIDE LOT #6 PRt xmcT# 04321.000 xonict: 4EHB "2605-HAYDEN" GAitAGIC 3lWn4G: LEFT PACE: FRONT & REAR E LE VAT I O N S 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA i A. ABOUCHACRA AR (� �3723 omEEEEEE MUN X A 11 /0'7 /1'7 9CA M 1 /4" =1' — 0" iJI',L�'T 4D 18' -0 3/4' 2ND PLF BR3. HGT. 10'-0 3/4' 2ND PIN. I=Lg. 8' - 8" 5RG. HGT., i 0' -0" 1=1N. 1=LR.,-6 LEFT TEXTURED 1=INIaH ELEVATION R:GHT ELEVATION TEXTURED 1=1N15 11 A R C M I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bd esign grou p.com AA #: 0003325 9 W W a W 0 h W A ti A suBDrv. & LOT: CREEKSIDE LOT #6 PIW ZRCT# 04321.000 molDsma 4EHB "2605—HAYDEN" GAI"GE ST11NO: LEFT PAGE: LEFT & RIGHT ELEVATIONS 160 MPH EXP. C DATIM 11/07/17 9CAxJk 1 /4" =1' - 0" T+:� -Q A R C H IT E C T S DENOTE RAT Rl1N * 101 o/c MAX. PERM 24 STRWZACK a 10'0/M)( I BRACING LEGEND I EXTERIOR GABLE TO BE BRACED W/2X4 BLOCKING 4'-0" O.C. BETWEEN TOP C140RD $ 2X4 SYFD 02 X-BRACING. RF=PER TO DETAIL e/D5 POR BRACING REQUIREr-IENT5 ;=A57EN 2X4 SYF 1*2 OR SPA BEVEL CUT TO TRUSS TOP CHORD W/Iod x 3" NAILS a (o' O.C. STAGGERED NOTE: Rzf=EIR TO TRUSS r-IFR,5 SIGNED SEALED DRAWINGS FOR UJE5 BRACING LOCATION, SIZE 4 REQUIRED f=ASTENERS. C)RAt=Tr-IRSTOP 4 F=LRTRUS - ELEV. VIEW PRE-ENG. SLR- JOISTS 3/4" PLYWOOD ::)RAF-T 5TOf=' PRE-ENG, r-LR- JOISTS 2X4 NAILER 1=OR DRAFT STOP 2X4 NAILER t=OR :DRAFT STOP3/4" PLYWOODDRAFT STOP PLAN VIEW DAFT STOP DETAILS (2) 2XI2 51"l. TO (oXro 1=08T tISTA-24 POST TO SLAB ABUbb (TYF. 2) H FRAMING 15JIL i 4UC-41 (2) 21112 15MII.- 1 . rlu L X I ii C4 C14 'I ly- -77 �r - mi I" lul .......... T3 TRUSS To 4X4 POST LU/(2) 1 ITS-12 POST TO SLAB NTT-4 ........... 1". ------ gm l --- ----------- --- ----------- --- -- . . T 3 ........ . . . . . . . . . . . . . . . . (2) t-IETA-lro RANE'r OS/30/5 (2) META-I(o 5AL M-1 2X8 LEDGER SECURED LJ/ �" X (o " LAG BOLT W1 2' :)IA. WASHER 6 24' O.C. MAX. HUC-410 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 Tj FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti E-4 stmiorv. & LOT: CREEKSIDE LOT #6 PIROJZCT# 04321.000 KOIDIM 4EHB 2605-HAYDEN" GARAGIC OWnqG: LEFT PAGE: FRAMING PLAN 160 MPH Exp. C Ip : 11/07/17 D 8CALM: 1/4"=11-0"l Al. cq a TRUSS TO 4Xro POST W1 VGT 4 14D-15 POST TO SLK 14TT-4 D14GON.4L�5 50TTOT-1 GNO�D D14GON,4L� FOF, E30TTOM 4G INS v M.4X. 20'-0" O.G. SR14GIN(n; 115) M4x, 20'-0" O.G. TRU55 TO 4X4 POST m TRUSS TO 4X4 POST 77RAMING PLAN RANEE' m9/30/15 to m SJ i SJ3 SJ5 TRU55 TO (2) 13/4' X -V4" 1.91 L VL 14DR UJ/ (2) HTS-20, DBL. STUDS TO BLit W/ (2) MSTA-24 a EA. ENp A R C H IT E G TS FL1'Y"T1 ��. ��virr��.v �r.ur-ar v�•v. LONGWOOD, FL 32750 PH: 407-774-6078 AX: www.abdesigngroup.com AA #: 0003325 h W w 0 0 w 0 h 0. w A h A CREEKSIDE LOT #6 PR©jzCT# 04321.000 MODEl u 4EHB "2605-HAYDEN" GAJ"QZ ssVING: LEFT PACM— ROOF FRAMING PLAN 160 MPH EXP. C M 11/07/17 SCALM 1 /4„ =1, _ 0„ 1 A R C H IT E C T S CONNECTOR CHEDULECONTROL DaTE; 01-05-1rt SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 NTA 16-18 1625 (8) 106 x 1 1/2' 1-PLY, (6) 16d 2-PLY, (USP: (10) 106 X 1 1/2' - NO I(6d OPTION) (2) META-16 1985 (2) HTA 16-18 2500 (10) 10d x 1 1/2' 1-PLY, (USP: (10) 106 x 1 1/2") 2515 (14) lbd 2-PLY (U5P: NO 1(od OPTION) HETA-16 1510 NTA 16 1810 (9) 10d x 1 1/2' 1-PLY, (8) Ibd 2-PLY USP: (10) 106 x 1 1/2', NO 166 OPTION HETA-20 1510 NTA 20 18-10 (9) I0d x 1 1/2' I -PLY, (8) 16d 2-PLY USP: (10) 106 x 1 1/2', NO IG6d OPTION � (2) 1-lETA-20 2035 (2) I-LTA-20 3230 (10) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 1/2' 2500 (12) I6d 2-PLY (USP: NO 1(od OPTION) z LGT-2 2150 LUGT-2 1550 (1) - 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 1/4" WB, WOOD Oro) 106 ODETAL-20 2480 DH7A-20 2430 (IS) - 106 x 1 1/2, 1 PLY Q MGT + 3965 MUGT 41-t5 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 106 TO WOOD (USP: (25) 10d TO WOOD) HGT-2 + 10980 HUGT-2 9190 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 106 TO WOOD (USP: WOOD (8) 10d) HGT-3 + 1@530 HUGT-3 9860 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD (U5P: WOOD (8) 106) LGT3-5052.5 3285 1210 PARALLEL TO JJAL_ 1210 PERPENDICULAR TO WALL LUGT-3 3525 (12) SD5 1/4'x3' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL CUSP: CONC. (4) 3/6' X 5' WEDGE BOLT, WOOD (12) W525) LTA2 LPTA 1510 (10) 106 x 1-1/2" (U5P: (10) 10d x 1 1/2" VGT 4940 NO U5P CONVERSION FOR SIMPSON VGT (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16)-SDS 1/4"X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3" / 2 PLY MTS-12 1000 I"iTW 12 1195 (14) 106 x 1 1/2" (USP: (14) 10d x 1 1/2', (14) 10d) HT5-16 1150 HTW 16 1260 (16) 106 x 1 1/2' (U5P: No) 106 x 1 1/2", (16) I0d) HT5-20 145@ I HTW 20 1530 (24) 106 x 1 1/2' (U5P: (24) 10d x 1 1/2', (20) 106) PTS-24 1450 HTW 24 1530 (24) 106 x 1 1/2" CUSP: (24) 10d x 1 1/2', (20) 10d) L5TA-12 ++ 925 LSTA 12 930 (1@) 10d USP: (10) 10d L5TA-18 ++ 1235 LSTA IS 1235 (14) 10d USP: (14) 10d M5TA-18 ++ 1315 MSTA-IS 1310 (14) 106 U51-: (14) 106 M5TA-24 ++ 1640 MSTA-24 1640 (IS) 106 USP: (18) 10d MSTA-30 ++ 2050 MSTA-30 2065 (22) 10d USP: (22) 106 Q ry MSTA-36 ++ 2050 MSTA-36 2065 (26) 10d USP: (26) 10d I-- MSTI-3b 3800 KSTI 23b 3890 (36) I0d x 11/2' USP: (36) 10d x 11/2' V) MSTI-45 5065 KT51 248 5140 (46) 106 x 1 1/2' USP: (46) 106 x 1 1/2' 146 g50 LFTA 6 1210 (8) 86 TO PLATES, (8) Sd TO STUDS (U5P: (16) Sd x 1 1/2', (16) Sd) SP4 586 SPT 4 945 (6) 106 x 1 1/2" TO STUDS U8P: (6) 10d x 1 1/2' TO STUDS Ago 395 MP 34 350 (4) Sd x 1 1/2" TO BEAM, (4) 8d x 1 1/2' TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST. HHCP 2 800 (12) 106 x 1 1/2" USP: (10) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE HCP2 645 HIOA 1140 RT 16A 1360 (18) 10d x 1 1/2' USP: (9) 10d x 1 1/2' TO TRUSS, (8) 10d X 1 1/2' TO PLATE VGT E HDU4 4940 PHD 4A 5215 (1(o)-SDS 1/4'x3" TO WOOD, (10)-SD5 1/4"x2 1/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. rt' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS VGT * H015 494@ TDX 10 10140 (Irc)-SDS 1/4'x3" TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASI-ER/2PLY USP: 1/8" ATR MIN. rt" EMBED SET IN HIGH STRENGTH EPDXY, (4) rt/8' THRU-50LT5 ABU 44Z 2200 66b5 PAU 44 2535 6ll5 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN GONG, (12) 16d TO WOOD U5P: SAME AS SIMPSON ABU 66Z 2300 12000 PAU 66 2380 16005 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T" EMBED.) IN GONG., 02)16d TO WOOD U5P: SAME AS SIMPSON V) LTT19 +++ 1340 LTS 19 1205 (1) 3/4" A.T.R_ IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG., (8)106 TO WOOD USP: SAME AS SIMPSON w O LTT2015 +++ 1500 LT5 20B 1105 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (10)106 TO WOOD USP: 3/4" ATR MIN -T' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 106 x 1 1/2', 2-1/2' = (� HTT4 4455 HTT45 4160 (1) 5/6" A.T.R. IN H1GH STRENGTH EPDXY (MIN. -1" EMBED,) IN GONG, (18) SD"10 X 1 1/2' (USP: (20) 166 X 2-1/2") USP HAS MORE NAIL OPTIONS: (20) 106, (20) 106 x 1-1/2', (20) 16d x 2 1/2" z Q HTTS 50,50 HTT45 5@05 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. -" EMBED,) IN GONG., (26) 166 X 2 1/2' (USP: (20) 16d X 2-1/2') USP HAS MORE NAIL OPTIONS: (26) 106, (2 5) l0d x 1-1/2', (20) trod x 2 1/2' HH7,>Q11-57_>5 2.5+ 11,510 UPHD 11 14395 (1) P A.T.R IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) 6D5 Y4' x A' WOOD SCREWS (USP: (24) W63 WOOD SCREWS) HD15 6645 TDX 10 10140 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. -1" 1=115ED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (U5P: (4)'1/8" BOLTS) MBHA 3.56/11.25 3415 5330 Nr-1 35XI2U 2580 1130 51P'IPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.T5' EMBEDMENT) IN G.M.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 615" EMBEDMENT) IN G.M.U. FACE, (18)10d TO BEAM USP: (1) 1/2' J-BOLT W/ MINIMUM b: EMBED. 4 NOT LESS THAN 4' FROM EDGE 01= CONC W/ 3/4' DIA ITW RAM ET/REDHH SAD DYNA BOLT SLEEEVANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. (14) 10d AT cy- Li.l (� HUSG412 (WOOD) 3635 2660 (FLR) HUS4121F 3060 2110 (FLR) (10) 16d TO HEADER, (10) 16d TO WOOD USP: SAME AS SMPSON 3265 (ROOF) 3325 (ROOF) z Q HUG410 CGMU) 1800 4920 HD410 IF 1305 5000 (18) I/4' x 2-3/4' TITEN (9 PL 4NGE) TO CMU, (10) lOd TO WOOD: (USP: (IS) 1/4' x 3' WS3 SCREWS, (10; lOd TO WOOD. USP (20) 3/16' TAPPER+, (10) l0t:l TO WOOD = HUC21@-2 CGMU) 180@ 5085 5085 HD21@-2IF 1305 5@@@ (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD. USP (20) 3/I6' TAPPER+, (10) 10d TO WOOD HD21@-31F 1305 5000 (18) 1/4' x 2-3/4' TITEN (9 PER 1:LANGE) TO GI"IU, (10) 106 TO WOOD: (U5P: (18) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD, USp (20) 3/16' TAPPER+, (10) 10d TO WOOD HUG210-3 CGMU) Iwo LGUM26-2-51DS 1430 5595 LGUM26-2 2125 6065 (4) 3/6' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO Cl`?U, (4) I/4' X 2 1/2" SDS SCREWS TO WOOD, USP (4) 3/8' X 4' WEDGE BOLT+± W53 WOODSCREWS HIGH STRENGTH EPDXY = SIMPSON "SET EPDXY -TIE". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING =OR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATEIR THAN T' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 106 COMMON NAILS GAN BE SUBSTITUTED WITH 10d x 1 1/2' NAILS IN CONJUNCTION WITH A 23ge REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 16 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. +++ MINIMUM EMBEDMENT INTO THE TOP OF A 50ND5EAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7' W I— 0 A.T.R. = A-30-I ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RE5PON5I5LE =OR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER 457M-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL 5A515 AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/!=NGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMP80N "WOOD CONSTRUCTION CONNECTORS C-C20Irt" , 'HIGH WIND-RE515TANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING E FASTENING 5Y5-EM51=OR CONCRETE 4 MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO 1'-0" 11-0" TO loll-0' 10'-0" AND OVER TWO 5TOR*l` APPLfGATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 D5L2x12 x 6 x 8 x 10 UP TO 5'-0" 5' -0" TO 6' -4" 6' -4" TO S" -0" 8'-0"AND OVER F�'.A1„11NG NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM I -LEADER SPAN (ft.) UP TO 5'-0" TO 8'-0' U.N.O. 4'- 11 1/2 " -1'- 11 1/2' AND UP NUMBER 01= 14EADER STUDS SUPPORTING END OF a 4EADER 1 2 3 NUMBER OE FULL LENGTH STUDS 2 AT EACH ENOr- H OEADER 1 3 F2 x 12 (W2 5YP) /lro" OSB NAIL (3) 12d 's 6' -8" O.G. TYP. 2x12 BM./HDR. 1. I4URRICANE STRAPS TO 5E 1" 1ANUFACTURED 5Y 51I 1P50N STRONG -TIE OR EQUAL, U.N.C. 2.7YPICAL HURRICANE STRAPS ARE AS 1=OLLOW5, UN.O: TRUSS TO rY1A5ONRY/CONCRETE SHALL 5E 1'lETA-1(o * FLOOR JOIST TO t-1A5ONiRY/CONCRETE SHALL 5E HETA-16 AT EACH END AND 32 ON CENTER ON J015T5 PARALLEL TO WALL_ * TRUSS TO WOOD FRA-lING SHALL 5E 1"1T5-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPFL IED 5Y TRUSS rlANUFACTURER. 4. REFER TO TRUSS 1" 1ANUFACTUREIR'5 SIGNED AND SEALED DRAWINGS FOR LOCATIONS, FROFILE, AND SIZE OF ROOF/FLOOR TRU55E5. 5, DEADER SPAN CHART 4 1"11N11"1U1l WALL $ HEADER STUD REQ. ARE 5TANDARD U.N.O ON FRX 11NG PLAN (o. 1" 11N. 2X4 HIP CUT 5LOCKING SECURED W/3-106 GJN NAILS OR 3-12d NAND DRIVES s EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER AFA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING FAST FLOOR TRUSSES TO TOF OF TRUSS BEARING. a,f=ROVIDE DRAFT STOFFING IN FLOOR TRUSSES AS REQUIRED FOR 1" 1AX 1000 SF. GOt''I 'ARTi" 1ENT PER 5TN ED. 2014 F5C RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD SEARING WALL STRAPS 4 [DETAILS. DesoinGrounc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w W 0 W 0 h Ell ul W A 6 Now BtJSDi1iT. ad L 074. CREEKSIDE LOT #6 PROJZCT# 04321. 000 MODIL: 4EHB "2605-HAY? IM" GA tAG E 0 TIM : LEFT ]PACK: CONNECTOR SCHEDULE 160 MPH EXP. C D RR � 11/07/17 SCZ*E: 1 /4" =1' ,A - 0" 7.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125v OUTLET 2v AMP SMGL.E POLE 110v OUTLET 110v OUTLET I/2 OUTLET WIRED tSo UJITGH 110V OUTLET EWIPGFI INjtRED R (TAM FAUL INTERUF'TER (TAMPER RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION EOUUTTLWATEI�'ROCF Itimi"TERt C ET ININ SWITCH SWITCH 3-WAY OPER !�4 SWITCH 4-WAY OPER o WALL MOUNTED LIGHT 3:� CEILING LIG4r VP VAPOR PROOF `Ol �l �OJ IZEGESBI=D GAN WALL SCONCE PRE-WH�D VENT. PAN I cr-M PER SQ PT_ VENT. PAN W/L ICzHt I CPM PER Sa PT. V FIXTURE ISPEG'S T5D 5Y 15UILDERJ 41>0 FLUORESCENT 2-5UL5 WRAP LIGHT AROUND 2' FLUORI=SGENT 4' PLUOf;!ESGETIt �--n- �-n 4' TRACK LIGHT a©a PANEL METER OSMa16I= S D. DETI=GTOR GATT. BAGC_UP W/ HARDWIRE WALL MOUNTED GATT SACK -Ulm SD. SMOKE DETECTOR W/ HARDWIiM GATT BACK-UP W/ 5/GO CARBON MOKOxfDrEi 6MdC1= DETi:GtOR HARDWIRE INTER-CGNNI=CTED SHALL BE A DISTANCE HBO OP NOT LESS THEN 4' PROM WALL PENDANT LIG14T NATURAL CAS OUTLET . TELEPHON5 JACK WI -I WATER 1%ZCT=R IGNIT ON SOURCE To ME ELEVATED DISC.ONN1=Ct MIN. 18' APF. 4A/C AIR. CONDITIONING DISCONNECT N� TELEVISION JACK CEILING SOX REQUIRED TO 5E SUPPORTED IN ACCORDANCE W/ 5OX MARKED AS SUCH POR INSPECTION CEILING BOX !EQUI TO SE SUPPORTED IN GC=ILINCs PAN/LIGHT ACCORDANCE W/ 5OX MARKED AS SUCH FOR INSPECTION FLOOD LIGHT OPT. SECURITY KEYPAD P.S. FOR CHIMES Us5 PORT NOT 5: LOCATION OF TV JACKS t PHONE OUTLETS 4 FANS TO 5E VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. * ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). * 20 AMP DEDICATED LAUNDRY CIRCUIT. * GFI a ISLAND (NOT ON KITCHEN CIRCUIT) r 015HWA5HER DISCONNECT TO 5E LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M150'13 FBCR 5TH EDITION (2014). M LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL 5E NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FSCR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVI510N5 OF THE FSCR 5TH ED (2014). M ALL LAMPS SHALL 5E SELECTED BY BUILDER AND -15% OF LIGHTING MUST 5E ENERGY EFFICIENT TYPE PER F.B.G. ENERGY CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014, 5th EDITION R404.1 :.._' sF"c' .,:: .a, "*:+t�-.r..,; -. -•ro 4.zfi•,- sARAGE 1 )OOR 1 i j / KEYLE55 FIXTURE 1 1 1 1 ---- ----- -- lr i F L 0` 0 R ELECTRICAL PLAN 1E�0 W4 If= ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014), LOCAL CODES, AND ALL LOCAL POW;=R COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY — ELECTRICAL SERVICE. PROVIDE 3 *1 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 50 PVC CONDUIT OR PROVIDE 3 "'2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 3n/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT is OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 15OA/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS IrPO AMP 120/240 VOLT I PHASE MLO PANEL GABLE TELEVISION SERVICE ENTRANCE EQUIPMENT A R C H IT E C T S '1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W U W O E~r �1 A ti A ti 8'<.TSI3I�% de LOT: CREEKSIDE LOT #6 Fraoi=T# 04321.000 MODEZA 4EHB "2605-HAYDEN" GARAGE 81ING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 160 MPH EXP. C 1 *4 CU SERVICE GROUND CONNECTED TO 1 CONCRETE ENCASED FOOTER STEEL PER impmT ELECTRICAL PROVISIONS OF THE FBCR 5TH DATR: 11/07/17 EDITION (2014). 9CALM 1/4"-1'-0" 5/5" DIA X 5 PT LONG COPPER CLAD GROUND ROD ate, 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 A h W W a W ti 0. W A IL x h A C~ 8'iTSiJIv. ac LOT. - CREEKSIDE LOT #6 PztojzcT# 04321.000 MonICL: 4EHB "2605-HAYDEN" GARAGE 8 ING: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DAM 11/07/17 SCAM 1/4"=1'-0" ti W W 0 W 0 h 0. r4 R ti A E-; CREEKSIDE LOT #6 PltojzCT# 04321.000 lio-Dz r 4EHB "2605-HAYDEN" BARACE aWXIM: LEFT PAGIM FIRST FLOOR H VAC ]PLAN 160 MPH EXP. C OA Tft 11 /0 7 /17 OCAZJM 1/4"=1'-0$$ 8113CL 10 I j W.I.C.�� ex4 45 Cr-M LOFT sx4 40 1 BDRM. #4 BATH # i G7=h i loom ro 1mXro 1(dX6 120 GSM /� 5" �15 GrM 120 GfiM ro 12 X8 12 x8 0 l PASS PASS DD 13X4 4" TPRU TPRU GfM O LAUN. — — — — — BATH 3 r=- F --7 14' �8X4 4" 45 G I SM I II �I I — 5 �aX4 BX41(dX(a 4 45 CG — WA. c 45 G1=1 fDX(o 120 CFM �5 GI=M �I I G M�je) 4 5X4 4n I0X(o 10X(o ;45 G7=M -- �5 CAM 4" I rt5 cpm OWNER'S 1 c10iM� SUITE 0. BDRM.3 ED) BATH �„ I DID ax4 % 45 GrM 1 12' I SECOND FLOOR HVAC PLAN : W W 0 U w a w A ti A 11ON 01,10 i r f. BtmDrv. do t. CREEKSIDE LOT #6 PROJECT# 04321.000 MODEU 4EHB "2605—HAYDEN" GARAGE sWz qG: LEFT PACE: SECOND FLOOR H VAC PLAN 160 MPH EXP. C so � A�TE:, 11/07/17 SCALM: 1 /4" =1' - 0" sir !IJ 03 RE15AR VEi71 fGALLY W/ GONC. POUR CELL STUDS 16' O.G- MAX SEE ENERGY CODE FORMS FOR INSULATION R-VALUES SEGUIQE BOTTOM PLATE S SIIMPSCR SP4 032' 4 tl-41CK 215,0ID PSI 0 78 PAYE ? TEXTURED FINISH SECURE BT. PLATE to SLAG W/ CONC- SLAB W/ sL SECURE BT. PLATE TO SLAB V 10d 4 8' GMU BOLT W/ 2 R 7' i=1'?E D MX 0T32' Or, IM i I' N051NG 101, 6 x 6 - L4AUI WLWM. SECURE A O SL W/ �'AXC�MASONRY NAIL 32' O.C. MAX 1/2' GYP. WL. 13 — D. MAX 0'-0' FIN. FLR OL WOOF B _A 1° 4 04• REBAR (TYP.) ul 8 `R p 13 STOP ° CON . REINFORCED uu wxb' d si •. _ w — _ ° a a 4 WWF OR FIBERIMES4 ON 4' CONC. RE 7`FORCEP W/ 6'X6' WI 4XWL4 4' D W/ 6'X6' WI.4XLL114 4' COING. REINFORCED W/ 6'X6' WIAXWL4 �_ I/2' RADIUS �� _ z 6-MIL VAPOR RETARDER ON WLF OR FIBERMESH ON 6-MIL. VALOR WLLF OR F R'1ESH ON 6-MIL VAPOR WWF OR FIBER'1ESF+ ON 6-MIL. VAPOR r OR CHAMFER • d _ _ w _ O WELL -COMPACTED CLEAN FILL. z RETARDER ON WELL -COMPACTED CLEAN RETARDER ON WELL -COMPACTED GLEAN z RETARDER ON WELL -COMPACTED GLE "' _ jL � q + • TERMITE TREATMENT TO BE FILL. TERMITE T•1EATM7NT to SE O FILL TER1 TITE TREATMENT T-O B1 FILL. TER1 11TE TREATTMENt t0 ° _ li _ > SORA-CARE APPLIED At FRAMING6 BORA-CARE APPLIED At F'IRAIMINa ' u BO1RA-CARE APPLII=D At FRAMIW-% O SORA-CARE APPLIED At PRAMIN s -L _w U 4" 1'-0' 4" 4 4" U 4" 11-01, 41,� _ !K W (3) 45 REBAR ON CHAIRS l2) Nv REBAR ON CHAIRS , ° �j Z NL�4 W''(2) 45 REBAR ON CHAIRS 2' I' S'IZ MIN. BE " 1'_0. 4' IN FOREGROUND (21 MS REBAR ON CHAIRS 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING 1 W BLOCK WALL AT L.B.W. W UPLIFT 2 AT L.B.W. 2 B AT L.B.W. W NO —UPLIFT 3 STAIR DETAIL 3A NOT USED SGAIEs I/7'•I'-0' SCALE: 1/1'=1'-0' �- ° �,�� 4' GONG, REINF. W/ 6'x6' WI,4XlU1.40 WLLM ON UV ''3°""' 6-MIL POLY ETHYLENE VAPOR RETARDER , j 4" ON WELL -COMPACTED CLEAN PILL TERMITE: qN PCONc-�O� VAPOR 1.40 U�LM STUDS 16' O G. MAX STUDS 16' O.G. MAX 0 8, TREATMENT SHALL BE BORA-CARE RETARDER ACTED CLEAN HEAD OF GARAGIE (U 63 RE15AR ON CHAIRS 4" 4' FILL TERMITE T SHALL BE SECURE SOttOM PLATE t0 STUD SECURE BOTTOM PLATE TO STUD W/ SECURE P.T. BT. PLATE TO SLAB W/ q� SIMPSON SP4 o32' OL. MAX SIMPSON 8P4 �32' OrC. MAX VARIES WITH ELOPE MASONRY NAIL � 32' Off. MAX SECURE BT. PLATE TO SL kx VSECURE ST. PLATE TO SLAB S. 4 THICKEN EDGE GARAG P— UP H1=1r�Hr °F GARAGE ANCHOR BOLT uu 2' R �' A a $ ANCHOR BOLT W/ 2' �' 1= RYA PLATE 2 oG MAX '®`'hr SCALE: I/1'.I'-®' r N ARING VARIES WITH SLOPE MIN. • 32' OC MAX- MII • 32' OG MAX J /)' : r -0' PEPDXY NOT SE EXP SION PEPDXY NOT RE FOR XP ION w � ° BOLTS SOUS ° 4 ° t W > 4' INR 'x6' WIAX1.1l40 WWM RET WELL -COMPACTED CLEAN ON 6 MIL E'1'I-IYLENE VAPOR z U > a 4 ILL I�MIT1= TREAT MENt SHALL BE Y_Rq - m d ° _ °• ,°' - -CARE ° a ° 4' 6'X6' WIAXWIA d) q a :• q 4' CONC. REINFORCED W/ 6'X6' WL4XWL4 a• °:' • 4' CONC- REINFORCED W/ 6'X6' W-4XWL4 a 4' CONC. REINFORCED W/ 6'X6' WIAXWIA 0 WW= FI 6-MIL. VAPOR w c0 COMPACTED GLEAN 4' GONG, REIhF 6 xb' IAO WWM ON !K WWF OR FIBERMESH ON 6-MIL VAPOR WWF OR FIBERMESH ON 6-MIL VAPOR w WWF OR FIBERMESH ON 6-MIL. VAPOR °• ° FIL TERMI ATMENt TO ME 4 6-MIL POLY Et V REtARD1=R z RETARDER ON WELL-COMPACTEP CLEAN z RETARDER ON WELL -COMPACTED CLEAN w RETARDER ON WELL-GOIMP4GT>=D GLEAN z !2) M5 MBAR ON CHAIRS a > F FILL. TERMITE TREATMENT TO BE FILL. TERMITE TREATMENT TO BE FILL.-MRMITE TREATMENT TO Be w> C APPLIED At FRAMING WELL- G AN FILL TERMITE O O 4 8" S' 4 4" gORA-CARE APPLIED At FRAIMRNG m 4' 0�" 4" SORA-GATE AJ°PI_It°P At FRRAMING a 7TE BORA-CAR)_ m a' 4' 25ORA-CAM APPLIED At FRAMING U a (1) IRE i'_8" 2'-O (3) i5 REBAR ON CHAIRS 1 8 (2) � REBAR ON CHAIRS � lZ) +13 RElSAR ON CHAIRS (2) S REBAR ON CHAIRS g" MIN. z w z w " 8" 4" . �o��R o GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. 1—STORY FOOTING GE STEP—UP N —BEARING L.B.W. W UPLIFT ORY L.B.W. W UPLIFT L.B.W. W NO UPLIFT W1N0 UPLIFT AT FRONT PORCHES XTENDED STEP 6 SSE: -''-�' ��AL 1/2'=1'-m' 6 SCALE=: 1�'=I'-�' 6 C EXTENDED FOOTING A : •STEMWIALL TO BE MIN. 3 GOUW56S SCALE: 1/2'-r-0' SCALE: Ill -1 0 GRADE RI=GESS FOR > v I GARAGE POOR SECURE P.T. BT. PLATE TO SLAB W/ as a 1/2'X9' ANCHOR BOLT W/ 2' WASHER T' EMBED. MIN- 32' OG MAX (1) +5 REBAR VERTICALLY W/ CONC. (1) 05 REBAR VERTICALLY 4' GONG, REINF. 6' XWI WLLM POURED CELL W/ CONC- POURED CELL P ON 6-MILRET - SECURE P.t BT. PLATE TO SLAB W/ B' CMU TIED . a SECU' ANCHOR BOLT W/ 2' WASHER i' B' �% E FIL TE I ATMENT SHALL 4' C 74C, REINF. W/ 6'x6' W1AXW1A0 ULM ON 1/2 5-SED. MIN. • 32' OG MAX. z � � z � � NOTE: OP'TI M O 4��': 1'_O�� WELL-GOMPAGT'ED CLEANIL POLY ETI4YL8%M HILL TERMITE �ER ON w T_ tL NOTE: OPTIONAL US1= OF CONCRETE CsA 2 O 4" '5 MBAR ON GHAM TREATMENT SHALL 13>= 150RA-GA1Fl: 4 CONCRETE E DIE •GARAGE WALLS t0 SY (U "5 REBAR ON CHAIRS � ,Qa, � 'x6' ,4XWI.40 WWM NPOR � ' WA-1-8 t0 B>= DE-I"ERMINI�7 BY SUf DI SI > ° .� ON - IL oN EL -COMPACTED CLAN gtuuo BUIIAER BY DIVISION_ sr CRETE PAD q a V: ' GONC, 11u x am wWM v ° FILL 1RMITE ATMt=NT SHALL 191= STOP N HE VARIES O TING sGALE, ,n'.,�_�' 1 � GARAGE DOOR > ON 6-MI POLY Et VAPOR aIIICURB HEIGHT VARIER w w SCALE: REC ACTED GLEAN w z A e8 a : ° ILL - IT'E ATMENT SHALL ISE a z Q z s" \jARIES V. zW l31 �5 REBAR ON GHAIRB a a ? > z 4' CONC- WINFORC.ED W/ 6'X6' WL4XW1A 3" 3" - O 4' 8" S' 44- ..° 4.` °' iA O WWF OR FIBE}4MI=8H ON 6-MIL VAPOR B,G�A.TRACK 4' GONG. REINFORCED W/ 6'X6' WIAJcWI 4 d ° WELL -COMPACTED CLEAN a 6�� z (2) +5 REBAR ON CHAIRS RETARDER ON WF�L COMPAG u1 FINISH FLOOR (U �6-GONt. d E > ° - WW= OR FIE3ERMESH ON 6-MIL. VAPOR • • FILL. TERMITE TREATMENT TO BE a •, RETARDER ON WELL-COMPACT]=P CLEAN BORA-CARE APPLIED AT FRAMMING ° . C 3 AGE STEP—UP p 4" q. FILL TERMITE TREATMENT TO BE L=JORA-GARS APPLIED AT FRAMING. z S, 4, > . ° a' u z 4' 4' 1'-�9" 4" > (3) s5 REBAR ON CHAIRS v ; 4a ; 4 \ \ \ 2—STORY L.B.W. o (Z)+51Fl=BARON CHAf1� o T-0 a 1�_8��v�viv�i� a° Ae- EXTENDED FOOTING N o ARAGE STEP—UP 6 E :_ 9GALE: 1/2 - I -0 1—STORY L.B.W. 1—STORY FOOTING 2—STORY FOOTING \\ \ \ W UPLIFT AT GARAGE T GARAGE SLAB AT SG.D. TEXTENDED SLAB I In' CURS HEIGs1 IT VA LADED FOOTING Imo' RECESS ,�„ DR.&—Ar sAL: I/2'=I'-m' 1 O SGAI_E: r=I'-0' 1 SHOWER RECESS FOOTER SCALE: I/2' = I' -0 ° SCALE: z ro (U R3 REBAR VERTICALLY W/ CONC. E POURI=D DELL RE(1. W/ 6'x6' WI.4XWIs10 WWM SEE ENERGY CODE FOR*16 FOR = ,b .'d, °.: 6-MIL POLY ETHYLENE VAPOR INSULATION R-VALUES tA1RDER ON LL�LL-COMPACTED GLEAN FILL TERMITE TREATMENT SHALL BE TEXTURED FINISH BORA-CARE B' CMU z !2) 03 I8BAR ON CHAIRS GRMTED BOND BEAM z 1/2, GYP. WL. MO. i VARIES PER ELEv. E IL W00P BASE SS A AT GARAGE TIE VERTICAL IEt3AR SERVICE DOOR T,qD �T 41Oq� z TIE VERTICAL REI5AR q SCALE: 1/2'=I'-0. 0'-0' FIN. FLPIL t0 HORI7ANtAJ.. . .. q GROUTED BOND BEAM N ° RESAR W/ l0' HOOK d VARIES FER ELEV. VARIES PER i=LEV. T UCCO NOT USED CAULK AND SEAL 4 4 z 0 TOP 4' COW_ REINFORCED W/ 6'X6' 1 4 GAS LINE e ° z 4 WIAXW14 WWF OR FIBERMESH ON } 6-MIL VAPOR RETARDER ON NOT USED a.a GROIltED I50NU 1iEAM ro d WELL -COMPACTED CLEAN FILL POURED LINTEL CONT. (TYP.) 1 �`J _ 0 a a Tl=RM1TE T1ATMENT TO I �' PVG SLEEVE 1 ( , • • �� BORA-CARE APPLIED AT B' CM FILLED CELL ITYPa FOR C* LIME ?0 ; s� 6' PVG CHASE THRU FOOTING 4 FRAMING: a 2X WALL 4FRAMING B' CMU a (3) •3 REI'SAR ON CHAIRS I/2 DRYWALL (2 RE15AR ON CHAIRS ° TORr Z O 4 5: 4" N (4)NXT' ANCHOR BOLTS or !4)K'X-t' ry OU 2'-O" J-BOLTS MIN. 5' EMM3EDMENT W/ 2'X2'Xl/9' WOOD BASE 2-STORRY °° a WASHER AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM. SET IN JOINTS (3) M5 IREDAIR ON CHAIRS 2—STORY FOOTING SOLID TOFILLING. L.AG"GE(PSUCLE RE I )T)T CHOR IN ° Q @yWI WALL EXT. /INT. FRAME WALL TO ° . ', n° (U «3 REglAR VERTICALLY W1 GONG- , I== t/2'=1'-sD" 1 BLOCK WALL CONNECTION POURGEJ L — BGALE: INSULATION ENERGYCOPEFOR a 4 8, d„lU Q CLEANOUT REQWRED R CLEANOUT firEWIRED GAS LINE THRU BLOCK In' GYP. WL 15D- FOR INSPECTION z FOR INSPECTION 16 z z : _0 z WOOD BASE F L a . ° a •:.° 7 NOT USED WAN � 1 n O N`6�MIL" OLY 1" rl YLENE VAAPO'ORR f a a� z 4 RETARDER ON WELL -COMPACTED GLEAN 0'-0' FIN. FLR 0'-0' FIN FLR I N FILL TERMITE TREATMENT SHALL BI= r la c0 O BORA-CARE °4 q tfE VERrIGAL REBAR � , TIE VERTICAL iREBs4R a T TO HORIZONTAL Qa ° °a TO HORIZONTAL. n (1) 06 INSWAR SET IN SIMPSON HIGH s (2) �3 REBAR * I -STORY 4 ° REBAR W/ 10' HOOK ° a. REBAR W/ 10' HOOK z STRENGTH EPDXY 6 EM15ED. MIN.°I (3) s REBAR 0 2-STORY z ° �� ' 4 6' 14VG CHASE tHRil FOO'iIINCs n OUTSIDE IE25AR TO SE CONTINUOUS = a° d mp m0 a ... 4 (I) «3 VERT. DOWEL ° 4' CONG REINF. WV 6'x6' WL4XWI�IPJ '%"— + ,��J LA1°1°!=D W/ LAND MAM Wal ON 6-MIL POLY ETHYLENE ° {U REBAR AT GORNERB L I -STORY °• VAPOR RETARDER ON ° �.� . WELL -COMPACTED GLEAN FILL d a uu 25' LAP MIN.4" 8" [4"11[ (2) +5 MBAR ON CHAIRS HORIZONTAL/VERTICAL TERMITE TREATMENT SHALL BE a 4 (3SiORY BORA-GLARE 2'-1' MIN. LAP (3) REBAR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT -:.: PIPE THROUGH &--man— TYP. RCING F BEARING CHANGE TYP. RETROFIT FOR 1—STORY FOOTING REBAR LAP W BLOCK WALL LINTEL CORNERS SGALE:1 =I'-0' ALL EXT=FZICOR FOOTEIRS AT 177CNI SIH SIL,AIB'S 70 BE MI PI- . 12" BELOW UNDIST-CJIRIBED SOIL CONTROL DATE: 07/01/15 A R C H 1T EC TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w U t O Cam, W A h A t AL ti stmDTV. da LOT: CREEKSIDE LOT #6 PIROdMCT# 04321.000 DIMDEVU 4EHB "2605-HAYDEN" GARAGE BWngO: LEFT PAG '" MONOLITHIC FOUNDATION DTLS/SECTIONS 1�0 MPH EXP. C I'[1'ri HTECT- STATE CF FLONDA a w Dom' 11/07/17 8CAXAk 1/4"=V-0" r-2x4 BLOCKING: BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE "X' BRACING 15 PRESENT 030 FELT PAPER INSTALLED PER P5CR R905.21 ON �6" O.S.B. P 15ERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR I" GDX PRE-ENCs GABLE TRU55 F11:3ERGLASS SHINGLES INSTALLED 030 FELT PAPER AT FIRST 1=f VE BAYS 4'-0" O_C. PLYWOOD SECURED PER INSTALLED PER FBCR (AT SHEATHING SEAMS) FASTENER SCHEDULE 1' CONT. 2x4 RAT RUN SECURED W/ OVER 030 FELT PAPER -r INSTALLED PER FBGR R90521 ON I6 O.SB. ��. (2) 12d's EACH TRUSS R9052.� ON �' O.S.B. SHEATHING OR GDX o.N.� TO BE INSTALLED tv MID. POINT SHEATHING OR" GDX PLYWOOD SECURED PER O1= TRU55 SPAN, OR 10' -0" O.C_ FASTENER SCHEDULE MTL. DRIP EDGE MAX. PLYWOOD SECURED STIP�BACK At ALL UPRIGHTS PER f=ASTURED OVER 4'-10" NIGH (SEE SEALED 2x4 OR 2x6 1=ASCIA PER SCHEDULE INSULATION FOR SIZE AND CONDITION) ELEVATIONS SEE ENEP�CxY CODE FOR`?S FOR INSULATION R-VALUES VENTED ALUM. SOP PIT 4X PRE-ENG WD. TRUS STIFFBACK AT ALL GYPSUM BOARD OR" H(C�1 4 SEE EN GY CODE F P=OR MTL. DRIP EMAX. UPRIGHTS OVER 4'-10" DGE o.N. 5TRENCxTH CLG. BOARD PRE-ENG TRUSS INSUL ION -VA UES 2x4 OR 2x& FASCIA PER HIGH (SEE SEALED ENG. ELEVATIONS FOR SIZE 4 CONDITION) ' GYPS O RD R " HIGH CONT. 2x4 T U N 5E RE W/ �p 2x4 NAILER MTL. DRIP EDGE NGTH G. ARp VENTED ALUM. SOFFIT A � O.5_B. SHEATHING OR CDX 2x4 24" O. fNt KN (2) 12d s E GH RUSS 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER WALL ELEVATIONS a GO ILLE LINTEL BLK W/ (1) SEE ENE Y DE RMS FOR FASTENER SCHEDULE ON SHEET D2 w B R CONTINUOUS WEEP SCREED INS ATIO -VAL S OR -11Uo" ZIP SHEATHING SYSTEM NC. TEL W/ (1) (SEE DETAIL 5/D3) (INSTALLED PER MANUF. SPECS_) REBAR CONTf OUS VENTED ALUM. 50P�ft � - 1'-0" — PRE ST LINTEL 2X(o P.T. SECURED TO 5/8" GYPSUM ARD OR 1/2" EMBED. STRAP VERIP=� MASONRY w/ 1/2"x9' A.B. Hf NG N CLG. BOARD -1/8' THICK, 3 COAT PORTLAND W/ TRUSS PLAN o.N. 5 ENERGY CODE FORM5 P=OR w/ 2' DIA. WASHERS, 1' 1X2 FfRE TOP CEMENT PLASTER OVER PRE AST INTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN EXPANDED GALV ID METAL LATH 8" OF EA. END, 32' O.C. S ERGY CODE FORMS FOR ON FORTIFIBER JUM50TEX GRADE WI OW ATTACHMENT AS PER WINDOW ATTACHMENT AS PER MAX IN FIELD. INS LATION R-VALUES "D' PAPER OVER TYVEK ANUFACTURE5 5PECIP=ICATION5 Ne" THICK, 3 COAT MANUFACTURES SPECIFICATIONS PORTLAND CEMENT BUILDING WRAP IREP=ER TO PLASTER APPLIED WINDOW ATTACHMENT AS PER STUCCO SPECS P=OR COMPLETE DIRECTLY TO MASONRY GONG. FILLED LINTEL MANUFACTURES SPECIFICATIONS INFORMATION) PRECAST SILL PRECAST SILL BLK W/ (1) S REBAR OR 111611 ZIP SHEATHING SYSTEM CONTINUOUS (INSTALLED PER MANUF. SPECS.) (1) 05 REBAR VERTICALLY W/ GONG. POURED CELL PRECAST LINTEL PRE -CAST CONC. SILL WEEP SCREED CON( POU Z1 CEL LLLY W/ I Ix2 P.T. FURRING STRIPS 24" O.C. (SEE DETAIL D3) 5/5" THICK, 3 COAT lx2 P.T. FURRING STRIPS 16" O.C. PORTLAND CFM SECURE GA5 O 2xro T. Ix2 P.T_ P=URRING STRIPS 16 O.C. PLASTER APPL I I/2 GYP. WL. BD. PLATE W/ 12d's M S" GMU 8" CMU DIRECTLY t0 MASONR WOOD BASE 1/2" GYP, WL. P3D. 1/2" G T'F. WL. BD. SECURE 2x6 PT. PLATE BLK C1) RE �"x9' ANCHOR BOLT W/ 2" SHER WOOD BASE WOOD BASE VERTICAL W/ CON d SET IN 5IMP5ON HIGH 5 NGTH z ._ P RED GEL ° ° EPDXY 1" EMBED. MIN. a 32" OG77 all C MAX. 4 t s/8' THICK, 3 COAT PORTLAND ..a CEMENT PLASTER APPLIED L u DIRECTLY TO MASONRY o RY . 4� I— STORY GABLE -- NOTE: 1—STORY GA LE BLOCK PER 1=BGR 9052.rt - 1=0R R001= SLOPES 2:12 TO 1 BLOCK WALL WALL W f VAULT CLG . LESS THAN 4:12, A (2) LAYER UNDERLAYi"ENT 3 SCALE: 3/4' - I ' -O" SCALE: 3/4" =1' -0" BLOCK WALL SYSTF 1 IS REQUIRED_ F-OR ROO= SLOPES Or - 4.12 OR GREATER, (1) LAYEiR UNDERLAY LENT IS SCALE: 3/4" =1' -O" PERI" IITTED BUT MUST SE PER ASTr 1 D226 TYPE II, A5T1'"1 D 4869 TYPE IV, OR ASTM D 6l51 aX& P.T. SECURED TO IX4 DIAGONAL BTM. SECURE To BLOCK W/ 2X4m SECURE TO BLOCK LLW4 CHORD BRACING. TAPCON5 OR DRIVE PIN SECURE TO BLOCK W/ TAPC0KS OR DRIVE PIN MASONRY w/ 1/2 x9 A.B. w/ SEE PLAN FOR (Mlt1 SI•.MK SIZE .145 7APCONS OR DRIVE PIN (MIN. 64ANK 61ZE .145 2' DIA. WASHERS, -i' MIN. MIN. 1-IEAO SIZE 300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 a' CMU EIMBEDMENT WITHIN 8" OE LOCATION MfN. EMg-EDMETIT 1 Y4) MIN, HEAD SIZE 300 MIN I=M5EDMENT 1 Y49 NOTE: STRUCTURAL 2X MUST BE N DRYWALL EA. END 32' O.G. MAX IN PRE-ENG'D WOOD 8' CMU WITHIN T IN 8' OF EAQ4 END MAX SPACING. 4 NOTE: STRUCTURAL 2X MUST BE M L EMBEDMENT MBE F ENACNYEND t NOTE' STRUCTURAL 2X MUST BE WITPIN S' O� EAGN MNP 1 ON OUTSIDE 4 SECURED 1'X4' OR 1'X1' P.T. NAILER TRUSS (tYP) a 24" X1 DRYWALL ON OUTSIDE 4 SECURED THROUGH ON OUTSIDE 4 SECURED IS' OZ. MAX SPACING. THROUGI••H NON-STRUCTURAL 3(b' Ix4 P:r. OR ")'a X4' MIN. SECURE THRU FUEL D. O.C. MAX 2X6� NON-STRUCTURAL 3%.' TAPCON IS O.C. MAX :PAGING THROUGI-4 NON-STRUCTURAL 3%' 2Xb:m TAPCON MIN. 1-Y4 EMBEDMENT PRAM!_ 1 ExrEND 1-Y4 INTO $LOCK W/ 1 x4' OR I'X2' P.t. NAILER zx6m SIMP50N Ix4 P.T. OR'/4X4' MIN. 6E�� TO BLOCK W/1-air' MIN. 1-Y4' EMSEDMENt INTO tAPGON MIN. I-Y4 EMBEDMENT SECURE t0 BLOCK INTO BLOCK � 3(�,' tAP'GONS OR DRIVE PIN SECURE R W PRAMS 1 TAPCON5 OR DRIVE PIN BLOCK SECURE t0 BLOCK INTO BLOCK W/1-1/4' TAPCONS OR . EXTEND I4 INTO BLOCK (MIN. SH00%NK SIZE .145 Wn-%' TAPCONS OR DRIVE PIN MIN. SI IANIC SIZE .145 (TyP) 6 MIN. HEAD SIZE 300 8' CMU DRIVE PIN lMIN. SHANK SIZE .145 MIN. HEAD SIZE 300 (TYP) VERII=Y W/ %. TAPCONS OR DRIVE �' DRYWALL (MIN. SHANK SIM .145 e' ct1u MIN EMSEpMENT I-Y4 W/ TRUSS PLAN MIN EMSEDMENt I Y4') 8' Cf MIN HEAD SIZE 300 PIN WITHIN 8' OF EACH END 1 MIN DEAD SIZE 300 J9 DRYWALL Yi' DRYWALL WITHIN 8 OE EACH END 1 IS O C. MAX (MIN. SHANK SIZE .145 X4 OR 1'X2' P.T. NAILER MIN. EMBEDMENT I Y4) SPACING 18 OTC. MAX SPACING. MIN. EMBEDMENT I Y4) � ❑ X4 OR I'X2' P.T. NAILER MIN. HEAD SIZE -400 ❑ WITHIN S' Or- EACH END 1 ❑ 'X4 OR I'X2' F.T.PtNAILER WITHIN S aP EACH END / 2X8� 18' OTC_ MAX SPACING. MIN. EMBEDMENT 1-Y4' aiEGlll� r0 BLOCK W/2-%' 74' OS$. X 4' MIN. IS' O.C. MAX SPACING:. 2Xa� WITHIN 8' OF EACH END 4 2XS� 3{r OS$. X 4' MIN WI O.G MAX SPACING TAPGONB OR DRIVE PIN DOOR CASING SECURE TO BLOCK W/1-1/4' DOOR CASING B DOOR CASING (MfN. SHANK SIZE .145 SECURE TO BLOCK W/2-3(r DOOR CASING TAPGONS OR DRVE PIN DOOR CASING DOOR JAMB OR WINDOW MIN HEAD SIZE 300 TAPGONS OR DRIVE PIN DOOR JAMB OR WINDOW (MIN. SHANK SIZE .145 DOOR JAMB OR WINDOW ATTACH to IX PER MANUFACTURES DOOR JAMB OR WINDOW MIN EP'IC�EDM[=NT 1 Ya') (MIN. SHANK SIZE .145 DOOR JAMB OR WINDOW WIN. E= 8' Or EACH END 1 'a'77�H TO 2X PER MIN. HEAD SIZE 300 ATTACH TO 2X PER DETAILS. ATTACH t0 2X PER MIN. HEAD SIZE 300 ATTACH TO 2X PER MANUFACTURES DETAILS. MANUf=AGTURES DETAIL6. MIN_ 1 MBEDMENT I Y{) MANUr-AGTURE6 DETAILS. IS' O.C. MAX SPACING. MIN. EMBEDMENT 1 Y4') MANUFACTURES DETAILS. WITHIN S' OF EACH END < NO'f'E: 641M AS NI=5D1=D to PLUMB NOTE: BRIM A8 NEEDED TO PLUM5 WITHIN 8' OF EACH END 1 NOTE: SHIM AS NEEDED TO PLUMB 18' Or-. MAX SPACIN& N01' : 9HI1 f AS E CDED t0 PLUMS JAMBNOTIEDOSHIO EXCANEEED TO PLUMB 18' O.C.MAX SPACING. JAMB (DO NOT EXCEED Ys J JAMB !DO NOT EXCEED Y4') JAMS (DO NOT EXCEED Y4') JAMS (DO NOT EXCEED 49 JAMB (DO NOT EXCEED V ) DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLACK +1-15/16" DOOR JAMB TO BLACK +3' DOOR JAMB TO BLACK +3-7/16" DOOR JAMB TO BLOCK +3/4 OR +5/4 /1 WINDOW TO BLACK +3/4 OR +6 4 C WINDOW TO BLOCK E WINDOW TO BLOCK +3" G WINDOW�TO BLACK +3-7 16" J WINDOW TO BLACK +3/4 OR +6/4 SCALE= 3/8'-1'-0' G : 3/8 = -0 SCALE: 3/8'=1'-0' SCALE: 3/8 =1 -0 SCALE: 3/e'-i'-0' 2X4= 2X4:m SECURE to BLOCK W/ , 2X4� SECURE t0 BLOCK W/ 34' SECURE TAPGONS OR DRIVE PIN SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN SECURE I O �� IN (MIN. SHANK SIZE .145 TAPCONS OR DRIVI PIN (MIN. SHANK SIZE .145 TAPGONS K DRIVE PIN MIN. HEAD SIM 300 (MIN. SHANK SITE .145 qq MIN. HEAD SIZE 300 (MIN. SHANK SfZE .145 u L CONC. TEL COURSE MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN MIN. HEAD SITE 300 MX EMBEDMENT I Y4') WITHIN 8' OF EACH END 1 18' O.G. MIN. EMBEDMENT I Y4) S' OF EACH END i IS' O.C. MIN El'1BEDMEN' 1 Y4') WITHIN MAX SPACING. NOTE: STRUCTURAL 2X MUST WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X MUST' MAX 9PAGING 8' OF EACH END t 18' O.C. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 1 SECURED BE ON OUTSIDE 1 81=GIBED MAX SPACING' BE ON OUTSIDE 1 SECURED SECURE 18 O.C. MAX 5PAGMG tHROUGsH NON-STRUCTURAL THROUGH NON-aTRIUCTURAL 2X6:m 2X6� SECURE to BLOCK 2X6� THROUGH NON-StRUGtURAL 3(r' TAPGON MIN_ I-Y4 SECURE TO BLOCK W/I-I/4' %' tAPCON MIN. I-Y4' SECURE TO BLOCK uu2-3G.' SECURE t0 BLOCK W/2-3(r' W/2--%' TA100" OR EMBEDMENT INTO 5LOC,K EMBEDMENT INTO BLOCK- '8 RfN� S+aAN+c (!:PUN NAI S g a o.C. tAPGONS OR DRIVE PIN TAPCONS OR DRIVE PfN 3(< TAPCON MIN. I-Y4 DRIVE PIN TAPCONS OR DRIVE PIN row s aorTor ED�Es IMIN. SHANK SIRE DRIVE (MIN SPANK SIZE .145 EMBEDMENT INTO BLOCK (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 IX4 SYP LATERAL .14�MIN HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 3MIN. HEAD SIZE 300 a' CMU RE-1NFORCINCs 3(0" O.G. 00 MIN. EMBEDMf=NT 149 MIN EME3EDMENT 114,) WITH MIN. EMBEDMENT 1 Y4) MIN. I=MBEDMI=NT 1 Y4') 8' GMU WITHIN 8' OP EACH END 1 8 CMU WITHIN 6' OF EACH END %�' DRYWALL WITHIN 8' OP EACH END < S' CMU 8' of EACH END / 18 OZ. Ix4 OR I X2 P.t. NAILi=R ❑ J4' DRYWALL MAX tRl�Sa B IS' Or- MAX SPACING. MAX SFACING3, ii' DRYWALL a 18' OL. MAX SPACING. � IS' O.C. MAX SPACING. 1'X4' OR I'X2' P.t_ NAILER � . . . . . . . . . . GHORD, SECURE W/(3) I0d 1 , DRYWALL ❑ I'X4' OR I'XZ' P.T. NAILER 2X8zm 2ND 2X SECURE TO 2X8� NAILS 0 EA. TRUSS 2Xg:m ❑ I'X4' OR I'X2' P.T. NAILER 2X8� STRUCTURAL MEMMR ' P.T. X 4' MIN. ooR CASING SECURE TO 5LoGG W/2-%, rD CASING SECURE TO SLOCiG W/(2JI26 WITHIN S' OP 1=AGH t0 BLOCK W/I-1/4' OOR CASING CHORD SECURE TO BLOCK Wn-%' W/2-%' TAPCONS OR TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAP'GONS OR DRIVE PIN DRIVE PIN END 4 6' TO 8' O.G. MAX (MIN. SHANK SIZE _145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 OCR CASING: MIN. HEAD SIZE 300 GABLE END BRACING MIN. HEAD SIRE 300 DOOR JAMB OR WINDOW MIN. I-E.� S{Zc 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y49 DOOR JAMS OR WINDOW MIN. EMBEDMENT I Y49 WITHIN A-0= TO 2X PER MIN. �,EDMENT 1 Y4) WITHIN AttAGI-4 t0 2X PER 4 ATTACH TO 2X PER S' OF EACH END 4 18' O.C. MANUFACTURES DETAILS. 8' OP E/�H END / 18' O.C. MANUFACTURES DETAILS. M� IN a, EMBEDMENT I YE ATTACH TU 2X PER WITHIN 8' OP SPA(C44 3=ND / � 18' O.G. MAX SPACING. ANUFAGTURES DETAILS. WITHIN 8' OP EACH END / MANUPAGtURES DETAILS. 4 SGAL E: 1/2 " = 1'- O MAX SPACING. : SHIM AS NEEDED TO PLUMB MAX SPAC-WG- NOTE: BRIM AS NEEDED TO PLUMB IS' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUM[3 NOTE: SWIM AS NEI=DED t0 PLUMB Z JAMB (Do NOT EXCEED 49 JAMB (DO NOT 1=XGEED Ylo JAMB (Do NOT EXCEED Y4) JAP15 (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +1-1/2" DOOR JAMB TO BLACK +2 1/4" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLACK +3 3/4" r �1 WINDOW TO BLOCK +1-1/'�" WINDOW TO BLACK +2 1 4" F WINDOW TO BLACK +3" H WINDOW TO BLACK +3 3 4" c SCALE:3/e'-I'_0' " SCALE. SCALE- SCALE: 3/S'=1'-0' SCALE:3/8'=1'-0' zYz Q Q 0 zw FASTENED SGHEC)ULE NAIL REQUIREI" �EI�1TS TOP CORD BLOCKING AT 4' �w ROOF DIAf=PRAGN USE rt/16' 058. OR 1/2' GDX PLY WITH "8 RING SHANK GUN NAILS AT 4" O.G. AT SUPPORTED PANEL EDGES AND *8 RING SPANK GUN AT INTERMEDIATE SUPPORTS. SEE DETAIL. SIZE HEAD LENGTH DIA. TENSILE 5TiR. O.G. f'IAX. IN FIR:bT 2 FfkAMIINCs NO 1 � ; TYP. EXT. SHEATHING ATTACPMENT z SPACES AT EACH END. FOR SHE < I�PLIFT IOSB. t0 BE STRUCTURAL �� RAFTER OR TRUSS GRADE) CONNECTORS FROM SCUD t0 PLATE ARE � ` � p 3� °C w "8 2' DECK SCREWS g b'-8' � z w C Sd ROUNDMOD11=1ED OR T 1 1/8' .113 r0000 10d ROUND)" IODfFIED 2 1/8' .128 170,000 NAILS AT roll O.G. ROOF SHE NOT REQUIRED EXCEFT a OPENINGS � � `Q w n O.G. MAX a EDGES 4 12' O.C. 60 ai9�-,C GI IC ntllrAl/� T/9 rsAau >= CiJr1 CAM= 1 l� OA r1 UPI NAII A ® A' nr__ OR T v, Lu MAX IN FIELD. UNTPREADED 08 RINC= SI- •4AN< nLN NAILS EXTERIOR SI-IEATI-LING: NOTE: NAILS TO BE MFCs. 87' MEMBER 01= INT. ° 'SPANK, TO EXTEND 5E'rOND' z ° � 6°' D.G. IN FIELD USE 1/2, CDX OR 1/16, 055 PLY WITH *8 RING SPANK GUN NAILS AT 6' STAPLE, NAIL E TOOL ASSOCIATION I STA INCH NOMINAL SPANK DIAMETER z U o TPICKNE55 OF 5UB-1=LOOR n o O.G. At PANEL SIDES AND 08 RING: SPANK GUN NAILS 4' O.C. TO" 4 5I-+EAtF�INCs BOTTOM PANEL AND *8 RING SPANK GUN NAILS AT 6' O.C. AT 2 RING DIAMETER OF 0.012 OVER SPANK DIAMETER �} z INTERMEDIATE SUPPORTS OR 1/I6' ZIP SHEATHING 5YSTEM : m�� 20 RINGS PER LAM T ifl ROOF 5� A I � I I N� L,4�CU CEN�,47 Rg M OF fi S EWA�q NUF. SPEGSJ NOTE: - I SHT K l� l P p' A5 �A�1 5.2 INCH NAIL LENGTH ANZ) EEND WAL L 51RAG I I G ACCEPTABLE 1=ASTENER FROM ANY MANUFACTURER BUILDING LENGTH 1=0� �A � �D '� I NG ALL EXPOSED 1 �MBOOR RS DECKING GLUED t0 SHEATHING: (O.S$. yo BE STRUC URAL GRADE) -ROOF DESIGN PRE55URE 5A5ED ON WORST CASE - SCENARIO FOR ZONE 3 A R C H I T E C T S Des I it ro u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W 0 w 0 ti g In A h A stmi)IV. a mrr. CREEKSIDE LOT #0 PROJECT# 04*321.000 MO T/r IM. 4EHB "2005-HAYDEN" GAMAGIr 8 : LEFT PACE: MONOLITHIC 1-STORY SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT - STATE CiF FLG�RIDA ND A AB{OUCHACF AR NO 93723 D,A,,TM 11 /0 7 /17 !CALL: 1/4"=1'-0" FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN R9052.� ON I-" O.S.B. TRUSSES AT FIRST (5) FIBERGLASS 51-IINGLE5 OVER P 20ViD E,4V SHEATHING OR " CDx SAYS 4'-0' O.C. (AT *130 rELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAMS) APPROVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER EMBED. STRAP '030 FELT PAPER INSTALLED " O_S_B_ SHEATHING OR CDX CLEAR VENTILATiO SCHEDULE VERIFY W/ TRUSS PER FBCR RSO52.rt ON PER FBEC R402.2.3 >6 PLYUJOOD SECURED PER PLAN PRE-ENG WD. TRUSS �f, , Jy O.S B. SHEATHING OR " CDX FASTENER SCHEDULE Vic,_ 24" O.C. MAX. PLYWOOD SECURED PER x ZiP SHEATHING SYSTEM FASTENER SCHEDULE PRE-ENG TRUSS (INSTALLED PER MANUF. L-�„ SEE ENERGY GORE FORMS MTL. DRIP EDGE T�r�. ` MTL. DRiP EDGE SEE ENERGY CODE FORMS SPECS-) OR MTL. DRIP EDGE PRE-ENG WD. TRUSS WOOD SHEATHING FOR INSULATION R-VALUES 2X4 OR 2X6 FASCIA Z4" O.G. MAX.FOR INSULATION R-VALUES. 2X4 OR 2X6 FASCIA, ax4 OR 2xF.� 5U8-BAND 5/8 GYPSUM BOARD OR 1/2 PER ELEVATIONS PER ELEVATIONS HiG�-4 STRENGTH CLG. BOARD PER ELEVATIONS $' GYPSUM BOARD OR wRB LAYER, CONT. 2x4 RAT RUN SECURED HiGH STRENGTH GLG. Stucco WRAP VENTED ALUM. SOFFIT W1 (2) 12d'S 6 EAGI-4 TRUSS VENTED ALUi"i. SOFFIT WRB LAYER "2, FoRT(FIBER VENTED ALUM. SOFFIT I'-O" DOUBLE TOP PLATE BOARD z BUILDING PAPER WINDOW HEADER SIZE VARIES I/2" CDX OR 7/16" OSB SEE ENERGY CODE FORMS FOR r r�.N. PER WINDOW OPENING SEE INSULATION R-VALUES # F METAL LATH SECURE TO WALL PER 1,000 UPLIFT SiMPSON 1 FASTEN To WOOD STRuctuRAL DEADER SPAN CHART FOR FASTENER SCHEDULE 5/8 GYPSUM BOARD OR CONNECTOR 5P2 EA. =' MEMBER �' oc. MAX 1/2" CDX OR rt/16" OSB DETAILS ON SHEET D2 1/2" HiGH STRENGTH CLG_ 2X5 STUD SECURE TO WALL PER BOARD 2x8 SYP 2 — F N11 TEXTURED WOOO FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 1/16, ZIP DBL TOP ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUBLE TOP PLATE PLATE 'M' TYPE CONTROL JDiNT OR "1116" ZIP WINDOW SILL C INSTALLED PER WINDOW HEADER SIZE VARIES CONNECTION SEEFRAME TO DETAIL S�-+EATI�1NCz SYSTEM MANUF. SPEGSJ PER WINDOW OPENING SEE (INSTALLED PER 2x6 STUDS m 16' O.G. MAX W/ DEADER SPAN CHART FOR 15/DI INSUL., SEE ENERGY CODE DETAILS ZIP S�IEAT}-II1�lC a' DR r WALLWT-TETAL LATH MANUF. SPECS.) 8'rStEM ( INSTALLED 61 WIDE STRIP SE RIP r FOGS FOR INSULATION WINDOW ATTACH-MENT AS PER rt/8" THICK 3 COAT R-VALUES MANUFACTURES SPECIFICATIONS PER M�4NUF. SPEGSJ ATDI(o O C. MA B iTH ADHESIVE FLASHING, CLEAN rt/8 THICK, 3 GOAT R MASONRY BEFORE APPLYING CEMENT PLASTER T G SUBFLOOR GLUED AND CEMENT PLASTER WINDOW SiLL WALL Et-15EDi`-1E AN TEXTURED APPLIED TO METAL '2 SCREWED AS PER FASTENER APPLIED TO METAL 2x6 STUDS im 16" O.C. MAX W/ FINISH s MASONRY SHEATHING D IA_ WA R LATH OVER 2 LAYERS SC+--EDULE ON SHEET D2 LAtI-1 OVER 2 LAYERS fNSUL., SEE ENE(�1r COPE s' cMu OF GRADE "D" OF GRADE "D' FORMS FOR INSULATION 2x8 SYP 02 BUILDING PAPER OR BUILDING PAPER OR R-VALUES 1000D STUDS SI PS S 1 PAPER BACKED LATH PAPER BACKED LATH ' T G SUBFLODR GLuEp ANp AT 12 ° O.C. MAX STUD 2 VERTICAL CONTROL OVER AN APPROVED OVER AN APPROVED SCREWED AS PER FASTENER HOUSE WRAP HOUSE WRAP ` SCHEDULE ON SHEET D2 BETWEEN DISSIMILAR 2x8 P.T. SYP *2 O SOLE PLATE '— lu URSE TiE-BEAM �j A`�'E RIALS _— URED 50L1D I,UITH SCALE: N.T.S. DETAIL 5 PRE-ENG FLOOR TRUSStu Z CONCRETE. (I) (l STALL PER MFG. SPECS.) - z RE5AR HORIZONTALLY GYPSUM BOARD OR �` HIGH 3/4" T 4 G SUBFLOOR GLUED CONC. FILLED LINTEL DETAIL 5 WEEP SCREED R p STRENGTH CLG. BOARD BLK. W/ (1) "5 REBAR O lY ASTM `J2(o-C (o3-C PRECAST LiNTEL AND SCREWED AS PER CONTINUOUS °° Ix2 NAILER/DRAFT STOP ZFRE-ENG FLOOR TRUSS Z 1.0 (SEE DE IL /D3) FA R CHEDULE O (INSTALL PER MFG. SPECS.) � � IUINDOUJ ATTACHMENT AS SHEET D2 � " GYPSUM BOARD OR Z 1L' PER' MANUFACTURES SEE ENERGY CODE FORMS HIGH STRENGTH CLG. BOARD � SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. FOR INSULATION R-VALUES pd'a iX2 NAILER/DRAF7 STOP CMU) UJ/ (5) 126 NAILS EACH t,>- PRECAST SiLL TRUSS PRECAST LINTEL Z 05 BAR 1(o CONC. FILLED LINTEL BLK W/ w MAX, IN PRE-ENG FLOOR TRUSS WINDOW ATTACHMENT AS PER (1) +'S REBAR CONTINUOUS lll CONCRETE ( INSTALL PER MFG. SPECS.) MANUFACTURES SPEGiF1GAtiONS SEE ENERGY CODE FORMS z POURED CELL, Ix2 P.T. FURRING STRIPS 5/8' TRICK, 3 COAT FOR INSULATION R-VALUES O VERIFY PER 1(o" O.G. CONC. FILLED LINTEL BLK W/ PORTLAND CEMENT PRE -CAST CONCRETE SELL PLASTER APPLIED PRECAST LINTEL PLAN' (1) 05 RE5AR CONTINUOUS DIRECTLY TO (I) "5 REBAR VERTICALLY Q 8" GMU WINDOW ATTACHMENT AS PER - 1/2 GYP. WL. BD. R I B B O N MASONRY W/ GONG, POURED CELL MANUFACTURES SPECIFICATIONS O O R-4.1 5/5" THICK, 3 COAT cl7 v INSULATION Ix2 r'.T. FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL (1) 4 CONTINUOUS REBAR FASTENING DETAIL STF-IFS a 24" O.G. PLASTER APPLIED } WOOD BASE 6I . SCALE-- 3l4"=1'-0" 8 GMU DIRECTLY TO (1) '"5 REBAR VERTICALLY O° ° � . a ' #�• REBAR 48" LONG 1/2" G`r'P. WL. BD. MASONRY W/ GONG. POURED CELL z „ Lu WOOD BASE lx2 P.T. FURRING fy' OL C) W/(o HOOK 24 O.C., z p 4[ " MIN. 24" iN SLAB RooF TRUSS uPLII=t 0 -0 STRIPS 24" O.C. O u CONNECTOR NOT FIN. FLR. S" CMU Q a _ 2'-0" C1'1fi�. SPOON FOR CLARITr' (SEE 1/2" GYP. WL. BD. �� S�+oP DW: Sa z <1 WOOD BASE 0'-m„ .•8. eo � - . FIN. FLR. �� WALL u 3 1/2 CONC., RE iNF. w/ x(o 011 • A ° : _ WI.4X I.40 WU1M ON ro-MIL EXTERIOR WALL 4& SECTION — l_ - POLY ETHYLENE VAPOR S+�EATr�i of s RETARDER ON FASTEN TOPACH STUD a •a° • ,�. • Q � TO DBL. TOP PLATE 2—STORY 2—STORY a ; + $ WC C D WELL -COMPACTED CLEAN W/ R M NUF. NAIL PER MANUF. SPECS. r. FRAM] TO } (o FiLL TERMITE TREATMENT - WALL WALL , ,� . L0 C �K WALL m _� SHALL BE BORA-CARE SECTION AT TOP SECTION SECTION (3) *5 REBAR CONTINUOUS SCALE: 3/4 -1 -0 ON CHAIR6 OF EXTERIOR WALL SCALE: 3/4 1 -0 SCALE: Nt5 FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES OVER 030 FELT PAPER OVER 030 FELT PAPER PRE-ENG GABLE TRUSS NOTE: E: EXTERIOR WALL S%MS PLACE STRAPS SPACED INSTALLED PER FBCR SPF ST1I=FBAGK (SEE SEALD TRUSS INSTALLED PER 1=BCR R9052.� ON O_SB. SPF StIFFBACK (SEE SEALD TRUSS DIAGONAL BRACE (WALL S:ORTI-IiNCs NOT SPOLINAND FASTENED AS ENG. PACK FOR SIZE 4 CONNECTION) R9052.-i ON 6" O.S B. S1�auN FOR CLARITY) ADDITIONAL WITH ONE ENG. PACK FOR SiZE 1 CONNECTION) CENTER OF TRUSS ADDITIONAL STRAP At SI-4EAtHING OR �" GDX FASTEN STUDS TO BLOCK WALL EACH WINDOW KINCs STUD SHEATHING OR " CDX 2x4 SPF BLOCKING BETWEEN 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST WIT+4 USP M5TA48 STRAP WITS+ PLYWOOD SECURED TRUSSES AT FIRST (5) BAYS 4'-0' PLYWOOD SECURED FTRUSSES AT FIRST (5) BAYS 4'-0" RIDGE. DIAGONAL FASTENERS AS S-k u . INSTALL PER FASTENER O.G. (AT SHEATHING SEAMS) PER FASTENER O.C. (AT SHEATHING SEAMS) BRACE TO BE 6 ANY STRAP * EA. END (UN.0) t MIN SCHEDULE SCHEDULE SPAN 15'-O' OR SPACE STRAPS AS FOLLOWS: INTO STUD (0(0-148 DIVA NAILS NOTE MTL. DRIP EDGE GREATER REFER TO -1'10 MPI� 'C 1: 32' O.C. DIAGONAL BRACE LONE) MTL. DRIP EDGE -160 MPI-I �c�: 3z� O.C. CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA - TRUSS ENG. FOR -150 MPP '5': 48� O.c. PRE-ENG W t Z4 PRE-ENG WD. TRUSS 24' -140 MPi-I 'C' 48' O.C. O.G. -E HIGHEST RIDGE. DIAGONAL PER ELEVATIONS ADDITIONAL 2X4 OR 2X6 FASCIA BRACE TO BE ANY SPAN SECURED W/ (3) 12d O.G. MAX. HORIZONTAL TRUSS TOP of STUD WALL NAiLS REINFORCEMENT. SOLE PLATE PER ELEVATIONS 15'-0" OR GREATER REFER FILL ALL REMAiNING STRAP SECURED W/ (3) 12d SECURE TO TO TRUSS ENG. FOR SEE FASTENER SECURE TO 0'-0' TO 30'-0" (1) HOLES W/ 10d NAILS INTO NAILS TRUSS W1 ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE WOOD SACKING 1/2" CDX OR 1/16" OSB (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1" TO 60'-0" (3) `� SECURE t0 WALL PER NAILS FASTENER PATTERN TOP DO NOT PLACE SCREW IN NAILS X-BRACE (1) X-BRACE TOP DOLE NEAREST TO TOP 0 -0 TO 30 -0 (1) 1/2 CDX OR 1/16 OSB o CENTER AND (2) MASONRY WALL OF CMU 5LOCK WALL FASTENER SCHEDULE X-BRACE SECURE To WALL PER ON SHEET D2 BRAGS DIVIDED CONNECT 5OTTOM OF OR rt116" ZIP SHEATHiNG 30 -I t0 60 -0 (3) FASTENER SCHEDULE EQUALY FROM CENTER = STRAP TO CMU BLOCK WALL X-BRACE (U X-BRACE ON SHEET D2 TO END W/ (7) 9/1&' PIA. X 1-1/4' SYSTEM (INSTALLED PER � ,, ;�:� �, CENTER AND l2) OR �/16" ZIP SHEATHING _�'� -- ��' �� k �� LONG TAPcoN i�rASONRY MANUF. SPECS.) 2� -� J'- �� cwru BLocK WALL SCREWS BRACE DIVIDED SYSTEM (INSTALLED PER CONT. 2x4 SPF RAT RUN SECURED W/ —STORY WEEP SCREED, SEE CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER ANUF. SPECS.) (2) 12d's EACH TRUSS DETAIL 5, SHEET p3 (2) 12d's EACH TRUSS TO END 2X4 W/ 3/S" X 5 LAG (2) 2x4 S.Y.P. DIAGONAL BRACE W/ GABLE END 2X6 P.T. SECURE W/ (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ -832 O.G. MAX. OR 1/2'X9" ANCHOR (3) I2d's tv EACH TRUSS DIAGONAL GABLE Sit-IPSON MSTA-24 X BRAGiNGAO COVER CH TRU56 DI R ss CROSS EXTERIOR STUD WALL CONNECTION BOLT 32" O.G. MAX. X-BRACING TO COVER 5-TRUSSES X—BRACING 32 O.G. MAX. BRACING NAIL GABLE TO 2X6 - 5/8" GYPSUM BOARD OR 1/2" HIGH 7 DBL TOP PLATE 5/8' GYPSUM BOARD OR 1/2" HIGH 8 „_ - TO FIRST FLOOR MASONRY WALL W/ 126 NAILS 6" O.C_ STRENGTH CLG. BOARD SCALE- 3/4"=1'-0'1 2X STUD 16" D.G. MAX. STRENGTH CLG. BOARD SCALE 3/4 1 0 SCALE: NTs MAX. A R C H IT EC TS DesignGrou p�l. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w W 4 w 0. A h A stmloly. ae LOT: CREE�SIDE LOT #0 PltojzcT# 04321. 000 mlDrj.,; 4EHB "2605—HAYDEN" GA tACNE 81WMQ: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C PRINT y11/07/17 S9CAL.B: 1/4" =1'- 0" s 4 4 A R C H IT EC TS *NOTE: NAIL 5I4EAT4NG TO ALL 2X ,45 FER EXT. 5�4EAT�4ING NAILING, 56 4" O.C. t-IAX EDGES 4 6"-5" O.C. iIAX IN 7�4rz FIELD 2x RIDGE ONE SIZE LARGER SECURE 2x6 MIN. TO 5LK W/ (2) 'XS' A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SIZE A W/ 2'X2'XYa WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) 12d NAILS OR GARAGE DOOR H IN JOINTS PT11*11ILLINLI MIN. (4) 106 GUN NAILS D5L. TOP PLATE 2x4 COLLAR TIE AT EVERY OTHER D5L. TOP PLATE 2X4 16' O.G. MAX 2x4 16" OjG. MAX. SECURE 2x4 t0 0 IE MIN. (3)12d NAlS OR WOOD W/2-12d a 6'-8" MIN. (4) 10d GUN NAILSO.G. D2x RAFTERS SECURE 2X4 W/ 2-1/4' SECURE 2X4 W/ 2-Wb'tAPCONS OR DRIVE PINlx8 NAILER SECURE TO TRUSSES TAPCONS OR DRIVE PIN (MIN. SHANK SIZE.145 MIN.(MIN. SHANK SfZE.145 MIN HEAD SfZE 300 MIN. SECURE xO / HEAD SIZE 300 MIN (IL a NAILS SS EMBEDMENT 1 Y4' W/IN 8' EMBEDMENT 1 Y4' W/IN 8' FLAT TO 5LK (3) 10d GUN NAILS +� EA. TRUSS EA. END NOTTO EXCEED B-. P_A1 EA. END NOT 0' O.G. MAX SIDES: TO EXCEED W/ CUT NAILS. 18' O.G. MAX 2X6 GARAGE DOOR SUCK W/ (5) RAFTER TO TRUSS MTS-12 ,�'XS' A -BOLTS 4" EMBEDMENT MIN. CREATE VOID FOR STRAP 2x4 SOLID BLOCKING 5T PLATE W/ 2"X2'XYa WASHER AND NUT PENETRATION SECURE TO SHEATH( 1/2' CDX SPACED EVENLY FROM FLOOR TO ROOF DECKING OVER 2X4 SOLID IN 1/2' CDX WITH MIN. 2-12d PER K GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. PRE-ENG TRUSSES SECURE TO s ATHINCx 1-2X6 PT BLOCK 0 CENTER OF Pi�_ENCs, TRUSS WITH MIN. 2-12d PER 5LK. DOOR HEADER WRI)VXS" J-BOLTS EA. END EXTERIOR ARCHWAY 2 EXTERIOR ARCHWAY o 4" EMBEDMENT W! VX2'x9' WASHER ALTERNATE CONNECTION 4 CONY. FRAMED ROOF AND NUT. MSTA-24 RAFTER TO BLK G SCALE: 1/2' = 1'-0' WITH WINDOW SCALE: 1/2' =1' -0' BETWEEN TRUSSES SCALE: I/2"=1'-0' 2X4 SECURED TO M 11rt5 UPLIFT GA5LE ENCs W/(2)12d NOTES: CONNECTOR VERIFY W/ 55 SIMPSOM PTSM20 i 6"-8" O.G. ALL ANCHORS SHALL 5� IN ACCORDANCE TO FRAMING PLAN W/10 106 TO TRUSS �~- 2X4 SECURED TO MANUFACTURERS INSTALLATION INSTRUCTIONS WI�ERE AND (4) 1/4' x 2 1/4' OUSLE TOP PLATE 1 ~--- GA5LE ND UPRUPRIGHTSUCH INSTRUCTIONS ARE MORE STRINGENT TAPCONS TO GONT W/1 RIPPLE STUDS 0 16' O.C. POURED LINTEL GARAGE DOOR MAX BUCK ATTACHMENT O sl�soM HTSM20 HEADER SIZE PER SIMPSON LSTA-12 0 EA. JACK 1/2'=1'-0' SPAN CHART. STUD, BOTH SIDES Or- SCALE- INSTALLED ON OPPOSITE OF'ENINC�. FACES OF BLOCK WALL - ~ GA5LE BLOCKING "CDX PLYLUOOD SHEATHING. SHEATHING TO 5E AND 106 4) 1 O TRUS4' TRUSSWITHIN J' } - 2x4 BLOCKING DO NIA x OPENING -SAND SECURE PER P REDSLINTEL NT - --- 0 EA. RAFT L-30 EA. - _ RAFTER H25 EA. RAF ER 2x4 RAFTER 0 24' O.G. 2x4 FRAMING (TYP) 5 CLOSED VALLEY FLASHING DETAIL FRA OVERHANG N.T.S. N.T.S. 2x4 DSL. SP4032' O.G. MAX 2X4 DBL. 2X4 TOP PLATE 1/2' CLG. BOARD TOP PLATE TOP 4 BOTT TOP PL TE PRE-FA5 PRE -FA$ PRE-FAB PRE-FAB TRIU55 1/2' CLG- BOARD TRUSS 1/2 CLG. BOARD TRUSS TRUSS 1/2 I/2' CLG. BOARD CONT. METAL 0 2X4 WOOD ' DRYWALL TRACKS, TOP 4 STUDS 616, O.G., U.ON. 1/2' DRYWALL 1/2' DRYWALL 2X4 CONT. 2X4 WOOD 2X4 STUDS 016' d 5TRE55 O.C., U.O.N. L G CHANNEL SHAPPED BLOCKING 2X4 WOOD STUDS 24' O.G. W/ MID -WALL ALL SECURE W PLATE SCUDS 024 LAYER OF 1/2' ro SECURE 5T. 1/2'X9' A.B. TO SLAB W! 10d O.C. TYPE GYPSUM PLATE TO SLAB 1/2' pR1-WgLL 32' OC. -1" MASONRY' NAIL 0 WALLBOARDS W/ 10d MASONRY EMBED 32' O.C. MAX ATTACHED tb� 1ACH NAIL 0 32' O.G. 2X4 PT. SIDE 0 1 MAX CATION PLATS= O FO GONG. SLAB TAA11LS 4CONC SLA5 CO A5 ' o a O a ONC. SLAB SEE FOUNDATION ti FOR DETAILS SP4632' o,c. MAx 1—STORY �' 1—STORY 1—STORY 1—STORY TYP. INT. WALL INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL METAL STUDS (NO UPLIFT) (W/ UPLIFT) {NON—BRG.) 8� NON—BRG. 8 SCALE- 1/2' =1'-0' &'-O" C�)PENINCa a . 4 q ° PRECAST LINTEL ° a tl TO SECURE TO FRA1" iING, NEED MIN 1 1/2, LE55 THAN ° ° 1 1/2', WINDOW MUST 5E tl SECURED TO BLOCK Q a a ° 2X4 5LOCKS 2x TO L 1G W/ 2) tl a ISECURE: a"x3" TAPCON OR VE PIN (MIN SHANK SIZ ) a (M BED. I k) WI PI 8' Cr- EACH END AND O. AX SPACINGS.:�o1 CMU WALL ° tl 41 a tl 4 tl j Ca a s ° 1<1 4 - a a Q 4 11 a 4 ya .,.� ARCH WINDOW FRAME GK R OPE OL NAILING SCHEDULE KING STUDS IEEE HEADER SPAN CHART FOR DETAILS _—PRE-ENG TRUSS AND SPECIFICATION) JACKS (SEE HEADER SPAN CONTINUOUS BOND BEAM CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO 5E SECURED ONE PLY aA TIME_ USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MOR1= THAN 12' O.C. STAGGERED 1/2'x9' A.B. MIN. 1' TAP CONS EMBEDMENMT S" FROM EACH MIN. 2COVER TYP. INTERIOR END 4 32' O.G. MAX. 2' APART DOOR OPENING WD FRA SP4 OR H5 0 TOP AND 11 BOTTOM PLATES 0 EA. FULL TRUSS ANCHOR SCALE: I!2' =1' -0' LENGTH STUD, BOTH SIDES RETROFIT OF OPENING. N.T.S. LINE OF SLAB S RE5AR VERT. IN CORNER BEAD SOLID GROUTED CELL - — SEALANT t BACKER ROD 5/8' THICK, 3 COAT \ a, Cif SEE CEMENT PLASTER STRUCTURAL FOR APPLIED DIRECTLY TO REINFORCEMENT MASONRY 2x6 P.T. WD _.... ATTACHED TO FILL CELL AS PER .. PRODUCT SPPROVAL REQ. a . FROM MIAMI-DADI= '<o COUNTY WEATHER STRIP MOULDINGS ALL AROUND (13Y DOOR MANUF.) CsALv. STEEL TRACK BRACKETS —` FASTENED TO WOOD JAMB W/ 3/16'x1 1/4' LACs r%ALv. STEEL ---- — -OVERHEAD DOOR SCREWS VERTICAL TRACK 1' MIN, 5y OTHERS BY MAUF. SLIDE FASTENED TO AROOM CKETS SCALE: 3/4" =1'-0" LUI 1/4'- XI/2' (13)�RA�G DOOR JAMBSCARRIAGE BOLTS /2 =1'-0" AMID LOCK NUTS. TRUSS TO WOOD FRAMING SIMPSON MT5-12 PRE-ENG TRUSSES W/ TRUSS _ CONNECTOR VERIFY W/ PRE-ENG TRUSS PRE-ENG. TRUSS kFRAMING PLAN DOUBLE TOP PLATE DOUBLE TOP PLATE PRE-ENG TRUSSES OR 2x C:ONTINOUS STRESS D5L. 2X TOP PLATE CRIPPLE STUDS is 16" O.C. GONV. FRAMED RAFTERS SP4032' O.C_ MAX $LOCKING MID WALL i/16' O.S.B. 2x STUDS 0 16' O.G. MAX, OR 1/16' ZIP SHEATHING vn MAX PRE_ENCs�NEERED U.O.N SYSTEM (INSTALLED PER HEADER SIZE PER T SIMPSON LSTA-12 0 EA. JACK TRUSS I"IANUF. SPECS-) SPAN CHART. A. STUD, BOTH SIDES OF " T 4 G SUBFLOOR GLUED 2X 5LOCK(NG 0 OPENING. MTS-12 AND SCREWED AS PER TOP OF FASTNER SCHEDULE 1/2' CDX ? 2x STUDS 0 16' O.C. MAX W/ 1ST FLOOR STUDS TO SHEATHING. SHEATHING TO 5E 2ND FLOOR STUDS 2X STUDS I6' O.C. MAX. DOOR( WITHIN �' OF WINDOW/ POOR SIMPSON M5TA-36 0 32' 2X BTM. PLATE WINDOW OPENING AND SECURE PER 2X4 DBL. O.G. MAX OPENING NAILING SCHEDULE TOP PLATE 3/4' FLOOR DECKING - "'' KING STUDS (SEE HEADER MSTA-36 32' O.G. MAX AND SECT GAT ON)ETAILS PRE- ENGINEERED , FLOOR GIRDER 2X4 X4 5 LDS 16 O.G PRE-ENG FLOOR TRUSS JACKS (SEE HEADER SPAN O.S.R. SHEATHING OR 811"1. DOU5LE TOP PLATE PRE- ENGINEERED - CHART FOR DETAILS AND GDX PLYWOOD. ATTACHED PLATE FLOOR TRUSS FT ISPECIFICATION) PER FASTENER SCHEDULE 2x CONTINOUS STRESS ON SHEET D2 BLOCKING MID WALL I CONTINUOUS SHEATHING TO SEC�IN AT TOP OF BLK JACK SCUD ASSEMBLY TO BE OR 1/16' ZIP SHEATHING MTS-12 SECURED ONE PLY 0 A LIME. SYSTEM (INSTALLED PER TEXT. ENISi-1 2x STUDS IN 16' O.G. MAX, O W/ 1/4' GAP FROM 5LK. TO O.S.B. USE 12d NAILS, TWO WITHIN 6" MANUF, SPEG5-) U.OAI. FROM EACH END 4 NO MORE 1/2' GYP. WL. BD• 2 HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT THAN 12' O.G. STAGGERED 2x4 BLOGKfNCs UNDER ��— 0 WALL STUDS SCRRE ETA-16 SECURE St. PLATE TO F'ERIMEtER OF OS.B. t0 PROVIDE CONT. NAIL PATTERN SP4 OR H5 a TOP AND 123ETWEEN TRUSS BAYS W/ PRE-ENCsfNEERED SP4032 O.G. MAX SLAC3 W! 'x9' ANCHOR O REMAINING AREA TO SE SHEATHED FROM DBL. TOP 50TTOM PLATES 0 EA. FULL (3) 12d's EACH END TRUSS C-TU WALL BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE ir SIMPSON HIGH STRENGTH OF OPENING. EPDXY rt' EMBED. MN. 4 SHEATHING a TOP OF WOOD FRAMED WALL TO BE f TO STUDS 0 16' O.C. STAGGERED MIN. OF I&' FROM SHEET BELOW --- SHEATHING TO LAP G ° • • SIMPSON SP4 0 50iTOM OF F' ZE-ENG'D MTS-12 0 EVER STUD 32' O.G. MAX 0 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TRUSS 5ELOW_ 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 � ENTRY 4 EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER 16 SCALE.1/2'=r-o' SCALE:1/2'=1'-0' 14 DOOR OPENING WD FRAMED gy�A TTACHMENTLE:3l4'=''-0SCALE: I/2"=1' -0' CALE: I/2"= I' -0' CONTROL DATE: 07/01/15 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W a W 0 F A A StMIDXV. a LOT: CREEKSIDE LOT #6 PROJZCT# 04321.000 MO DIitr: 4EHB "2605-HAYDEN" GARtAGIE SWUM: LEFT PACE: misc. DETAILS 160 MPH EXP. C DA 11/07/17 SCASAM 1/4"=1'-0" COPY A R C H IT EC TS Design Group Inc. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W Cal W 0 v W 0 i� 0. v r14 A � I A SIMID- iT. aC ?SOT: CREEKSIDE LOT #6 PROJECT# 04321. 000 MODEU 4EHB "2605—HAYDEN" I AMAGE OWING: LEFT PAGE: PRODUCT APPROVALS 100 MPH EXP. C n T 11/07/17 SCA .m 1/4"=V-0" r_ - A R C H IT EC TS NOTE: NOT;::: IF ZIP S4-4EAT4-41NG S'1' STEM 15 APPROVED BUILDING WRAP IF ZIP SI-�EAT4-EfNC 51'STEM IS 6 INSTALLED, PLEASE SEE SMALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4" SELF-AD�PAT15IERING MEMBRANE FLASHING (COMPAYIBLE W/ HOUSE INSTALLED, FL S 6" a VERTICAL LAP5 (ROLL MANUFACTURERS WRAP MATERIAL) OVER ENDS) 4 6' 0 HORIZONTAL LAP5. LATH VERTICAL LAP TO BE I' INSTALLATION PROCEDURES APPROVED HOUSE WRAP. INSTALLATION PROCEDURES ALL SEAMS NEED t0 BE TAPED FLASHING TO EXTEND ONTO PIPE ' WITH FORTIBER SHEATHING TAPE SELF -ADHERING MEMBRANE I OR LESS PIPE PENETRATION[ FLASHING (GOMPATI5LE W/ HOUSE \ WRAP MATERIAL) OVER 4' CONTROL JOINT -� " THICK, 3 COAT CEMENT I E PREFORMED- �. PLASTER FLASHING OVER SELF -ADHERING M1=MBRAN �`' � APPROVED FLANGE OF CONTROL JOINTS Y ` \ BE WIRED LIED t0 LATH A 9' WRB LAYER 02, FORTIF15ER 5 HOUSE WRAP. OG. MAX (VERY.). NOTE: DO BUILDING PAPER V MfN. LAp 9 METAL LATH ` FLASHING TO EXTEND ONTO PIPE NOT FASTEN CONTROL JOINT t0 y WALL EVEN IF STUD 1EXISTS TH BEYOND EXCEPT STAPLES W/ APPROVED METAL T) O. X X X V LEG MAY BE USED TO TEMP. FASTENED +� ?' (VERY.) O.G. MAX SECURE CONTROL JOINT At SUPPORTS X X X GUT AND OVERLAP ONE SIDE of DURING INSTALLATION —� —WRY LAYER �i. �---r M=Tel I ATW SELF- ADHERING MEMBRANE GUT AND OVERLAP ONE SIDE OF CI AGI IIAI/l n_ri i- A—, it-el►Va t.•f1-1.rFaaAwlt FASTENERS TO 5E SPACED Stucco WRAP I r�-,�-� STEP 02 b 7' Or. MAX VERTICALLY WOOD SHEATHING WRB LAYER "ITHICK, 3 GOAT CEMENT WRB LAYER 01, , -i/16' ZIP SHEATHING STUCCO WRAP PLASTER STUCCO WRAP 1 STEM !INSTALLED PER ANUF. 5PEC5.). METAL LATH _ — WI�B LAYER 02, FORTIFIBER ,;, 6° MIN PAFER Lap 5ELOW ONLi / I WRB LAYER "2, FORTIFIBER SUILDINCx PAPER WRB LAYER "2, FORTIFIBER BUILDING PAPER - METAL LATH -- BUILDING PAPERWR5 6"xv SELF -ADHERING MEMBRANE STUCCO YWRAP FLASHING OVER 4'x4' SELF-ADHE -ADHERING MEMBRANE 1 TO i, I WOOD SHEATHING INSTALS, STAPLES) TENEA5 LIPS, FLASHING OVI=R APPROVED rAfT MiN. WO 7D ZIP SHEANHINCx HOUSE WRAP. LATH SI-4ALL NOT a, REQUIRED p M FLASHING TO EXTEND ONTO PIPE LA CONTINUOUS TO a° fi SYSTEM !INSTALLED PER 4'x4' SELF -ADHERING MEMBRANE MIN. M UF. SPECS-) THROUGH CONTROL -- JOINTS BUt SHALL '~� FLASHING OVER APPROVED BE SLOPPED AND HOUSE WRAP. TE FLASHING TO EXND ONTO PIPE TIED AT EACH 51DE. PROVIDE 2X4 BLOCKING r 4 LfitH LAP, 4" OVER PER A5T 1 Gi063 PLACED FLAT MAX. 6' TO 8' ALL LAf= �— FROM CONTROL JOINT WHEN AP E R LAP _ CONY. BEAD OF SEALANT CONTROL JOINT FALLS ONVED NOTE: \ �.` -�' STRUCTURAL STUD SCALE: I i/2'=1'-0' INF LTRATI ON EOVER AIR I. FASTENERS FOR LATH TO BE NAILS OR ' SHEAtI-IING STAPLES IN COMPLIANCE W/ ASTM C1063 2. WIRE TIES TO BE (NO. 18) 0.0415' WIRE ELA5tOM1=RIG COATINGS OVER STUCCO/ 3. BLOCKING SHOWN MAY BE IN ADDITIOI \ t0 WALL SCUDS REQUIRED PER PLAN � ! G.Y. FIN15H !SEE TYP WALL SECTION) s ,F; VERTICAL LATH & PAPER DETAIL - --- / WOOD STUDS '` SECT ION PER FBC R703.6.1 Exterior lathing and plastering �.r Exterior use of portland cement plaster NOTSHEATHING shall comply with the application 5(DE LAP5 OF METAL OR -1/16' ZIP SHEATHING SYST3=M requirements of ASTM C 926 12A. (INSTALLED PER MANUF. SPECS.) ; PLASTER BASES SHALL NOTE: BUILDING ' `� Installation of exterior lathing and framing BE SECUl'I to e>° MIN. IF ZIP 5+4EATHING SYSTEM 15 FRAMING "E'"iBE45. PAPER �F, �Ap shall comply with ASTM C 1063-12A. 1 "M" TYPE CONTROL JOINT THE" &-,ALL 5E TIED INSTALLED, PLEASE SEE BETWEEN SUPPORTS I" 1ANUFAGTURER5 WITH 0.0415-IN. (1.21-MM) STUCCO "l J2" LAP � LATH WIRE At INTERVALS NOT 3" LAP ° F 4A'ER INSTALLATION PROCEDURES MORE TPAN 9' (22S-MM). AS PER ASTT 1 C1063 1 I. FOLD INWARD a PT. A [ /J I. FOLD INWARD PT. A �-J 2. CREASE • PT. B U T NOTE: ®FOLD ®K�C TKO JJLL FOR REPAIR TEARSIN WR5 HORIZONTAL LATH f 1� TEAT 10N T74 f L CF 74 M MAY B DETAIL 5 LAYERS, TEARS 8C ME PATCHED PAPER DETAIL W/HOUSE WRAP TAPE. PER MANUF. SPEC. OR N.T.5, FOLD PEEL 4 STICK w 45• �__ ®_ 1/1(0" Zli� SI�EAT4�f1�1C 51'STEI" 1 ( INSTALLED PER MANUF. SPECS.) OR WOOD eHF-ATHINCH OR Cl" iU 3 1. FOLD INWARD I. FOLD INWARD • P r. A Fr- A z. CREASE • PT. S WR5 LAVER #1, 2. CREASE a PT. B 3. GREASE • PT. G STUCCO WRAP (FRAME ONL`I') 3. GREASE * PT. G 4. FOLD P'r. G OVER PT. 13 TILL f'T. G TOUC4-ES sOT-ro-lFLANGE f� $" THICK, 3 COAT GEl" LENT ® ®.: f LA5TEi� (FRAME), 1/2" 2 GOAT CEMENT PLASTER (CMU)LECEND i ate. I PETAL LATH (FRX 1E ONLY) LAP WRB 4 TAPE OVER 1DfRANAG:E P=L AN ® © p ROOF/WALL SCREED FOB 507TOM WATER .�''1, �I�CCO UJRAP t10s 4t : gEAL. FaLD, � NOTE IF ZIP S4-4EAT4-41NCs SYSTEM I S NOT CUT. F5'1 X5'1 "L ° TYPE CONTINUOUS L A � R #2 THICK 3 GDAt cEMEN (SALV. METAL FLASHING INSTALLED, PLEASE SEE PLASTER l=� ) 1/2' Z COAT I l MANUFACTURERS CEMENT PLASTER{CMu - — (NAIL TO ROOF DECK, NOT I D I ��/ INSTALLATION PROCEDURES WRB LAYER "2, FOR7IFI5ER a) WALL SI4EATHING) BUILDING PAPER (9RArtE ONLY) METAL L A T� X X X X cN GAP 544INC;LE - DO NOT NAIL, WRB LAYER stucco WRAP(aeairE ONLr) INSTALL WITI-I ROOF CEMENT uk ., LAP LAYERS OF 5WLDMG WRAP OVER NAILING FLANGE, STOP S T U C C O 4 0i5 APPROX. 1 ,4' A50YE a a a' gµLt_g {p1E ONLY) 8• OR crtu lo+z TE ROOF PER ELEVATIONS UJOOD 5xb WA--=_ASWIWs ip OR 111KJ 11 ZIP 5�4EATHING 5Y5 M .IL-4o �- K1GK-our FLASHING {sr-(INST,4LLED �P1�R 1'I�41�1UF. llSi��E.) ICs DETAIL) g SELF A D� ,5 I �C F L A S i 4 I ` G NOTE: ZINOTE: \, IF P S4-4EATI-�1NC� S�'STEM IS INSTALLED, PLEASE SEE MANUFACTURERS METAL LATT 4: LATE TO 5E FERR WATER TINSTALLATION PROCEDURES KsI T SEAL l BENP OR FELT UNDERLATMENt SOLDER DO NOt GUT) NOTE: NSTALL KIGX -MT 31�INCsLE R I - ;% L� I , , f' E �, C fi�D (L� T I L I T � DRIP EDGE OvI=RLAP 3', L A T�4 DOES NOT �I E E T S f F—G I F I C A T 1 ON 6 EXrM,iD 1/21 5ELOW SNEATI-4NG, MEC4ANIGALLY FASCIA WRAP ' 9 L FLASHING- FASTEN 4' Or. MAX5N.T.S. .441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W O w 0 E-, 0. A L~ A SUM1111 . de LOT: CREEKSIDE LOT #0 PROJNCT# 04321.000 MOLiRZ.: 4EHB "2605- HAYDEN" GARAGIC 8 WING: LEFT PAGE: �YALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 0 7 t017 ID 11 /0 7 /1'7 SCAL'S: 1/4"=1'—O" WA1 NOTE: IN5TALL 6" SELF -ADHERING IF ZIP SHEATHING SYSTEM 15 MEMBRANE FLASHING OVER STUCCO INSTALLED, PLEASE SEE TOP, SIDE(S) AND BOTTOM FIN15H MANUFACTURERS FLANGES OF NON -MOVABLE / INSTALLATION PROCEDURES FRAME OF THE EXHAUST. YJ" SE D SI WOOD CONSTRUCTION SEQUENCE OF FLASHING TO BE: OV T P 4 1 S. /Io" ZIP SHEATHNG SYSTEM I. BOTTOM 2. SIDES. 3. TOP ,' (INSTALLED PER MANUR 51=EC5.) OR (INSTALLED PER MANUF. SPECS.) OR _ X VENT GAP f S TO BE SET IN BED S E Ir. < WOOD 6kr=AT4NG WOOD SPEATNINCs WR5 LAYER 01, OF SEALANT AT TOP AND LA x UJRS LAYER 01, SIDE5 ONLY. SEALANT 15 TO BE STUCCO WRAP TOOLED SO AS TO DEFLECT STUCCO WRAP WRB LAYER 02, FORTIFIBER WATER AWAY FROM JOINTS. PREr1ANUF. DRYER 13uILDING PAPER x E-Z BEAALL AROUND i� VENT -APPLY SEALANT ALL VENT CAP (SET IN = METAL LATI-I D ''' WR8 LAYER #2, FORTIFISER jf JOINTS AND INTERSECTIONS CONT. SEALANT): WOOD : '/a" TEXTURED E5UILDING PAPER CON5TF11 NON �I=1NIs�► WOOD APPLY SEALANT AT PERIMETER OF BACKER ROD ti ; NON -MOVABLE FRAME AND STUCCO FASTEN TO WOOD sTRuctuRAL s cMu ON ALL SIDES. Y4' CAULKING JOINT SEALANT aMEMBER a i" O.G. MAX ALL AROUND TOP SIDES s" -1fCK, 3 COAT CE1" IENT T1 �/ -- r ' TO /Z' MID -WALL PER FBC R703.6.1 ': PL'a`STER WEEP SCREED Exterior lathing and plastering BACKER ROD j Exterior use of portland cement plaster /g" TO -/'a M1D-WALL �4 shall comFply with the application D RYE R VENT (BLOCK) - W 5G ED V B EE P RE X requirements of ASTM C 926-12A. 6' WIDE STRIP SELF l . AD+41= E FLAS+-IING, GLEAN Installation of exterior lathing and framing MASONRY BE7=ORE APPL't'INC shall comply with ASTM C 1063-12A. I 6" 5ELF-AIDHES1VE TEXTURED FLAS+IING - WRB LAYER 41, FINISN MAsoNRY `� i' X StUGCO WRAP HOODED VENT p R IN DICK ER WOOD FRAr IED WEEP x F ASH, WALL HORIZONTAL WE SCREED ' THICK, 3 GOAT CEMENT L ( FRAME TO BLOCK) X PLASTER - I METAL LATH HORIZONTAL WEEP SCREED — — � A WB RLAYER 02, FORTIFIBER LUAL� T44ROUG14 (FRAMETO FRAME NOTE: BUILDING PAPER IF ZIP 5HEATHINC SYSTEM IS NOTE: IF ZIP SHEATHING 5Y5TE1" 1 I5 INSTALLED, INSTALLED, PLEASE SEE WOOD SHEATHING - — PLEASE SEE MANUFACTURERS MANUFACTURERS D RYE R VENT (FRAME� 6„ SELF ADHESIVE INSTALLATION PROCEDURES INSTALLATION PROCEDURES V ti FLA& 41NG ( INSTALL PER MANUF. 5PEG5J L.J it i/w zip &4EATI-IING SYSTEM BUILDING PAPER f (INSTALLED PER MANUr-. SPECS.) OR WOOD 5HEATHIN63 UNDER 'QUICK FLASH" WRB LAYER 01, WRB LAYER 01, NOTE: GUT OPENING IN STUCCO WRAP STUCCO WRAP IF ZIP SHEATHING SYSTEI" I IS APPROVED NOUSEWRAP ' WRB LAYER 02, FORTIFIBER INSTALLED, PLEASE SEE FOR BOX INSTALLATION ' BUILDING PAPER MANUFACTURERS wooD k INSTALLATION PROCEDURES CONSTUCTION GUT "X" INTO r� VENT PENETRATION WRa LAYER �1, SELF -ADHERING �X� METAL LATH A STUCCO UJRAP MEMBRANE FL,45HING SCALE: N.T.S. all CMU VINYL CASING A APPLY SELF -ADHERING 6' RAIs a ND WOOD 51-EEAT4-�INC� MEMI^3RANE FLASI�INCs OVER SOX AND OVER y" MI -WA 1 APPROVED WRB LATER ae c *1 1 6 5T E2 •4 6 WIDE STRIP SELF ADI4ESIVE FLASI-41NG, CLEAN MASONRY BEFORE APPLYINCs APPROVED 1 z FLASHING- HOUSEWRAP z- WRB LAYER 01, BELOW STUCCO WRAP ELEC. 1" IETEfR FIELD 1 �_ ELEC. METER FIELD VEi�IFY LOCATION _ SELF -ADHERING STONE VENEER GUT SUCH THAT APPLY (60 MIN OVER SCRATG�I COAT VERIFY LOCATION � 1`1EMBRANE FLASHING NO MEMBRANE 0 GRADE D FELT \ ENTERS BOX, _ OVER APPLY STUCCO 5CRAT ,I4 COAT APPLT' TO FACE 5ELF-ADHERING • EDGE FLASHING OVER HORIZONTAL WEEP SCREED AN1D ONE (1) LAYER OF PAINT APROVED `"r C PRIOR TO INSTALLING ELEC. -� HouSEWRAP W./STONE VENEER METER WRB LAYER *2, FORTIFIBER (FRAME TO BLOCK) BUILDING PAPER —� CAVITY TO BE FILLED �� F � WITS RIGID POLYI ERIC 5 18OCYANOTE-POLY5LEND FOAM LEGEND ("GREAT STUFF" OR 5I1" IILAR) APPLE' A 51LICON ELASTOMERIC COATING OVER DRAINAGE PL,4NF= (LUZR5 5,45E SEALANT AT POINT STUCCO/ G.Y. FINISH LA�'R #1, STUCCO UJR,4�� THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD " (SEE TYPICAL WALL OVER 6>0 MIN ° •°�°�°°° +o•o•o'' SECTION) •o o• UJRS LAi'ER2 (ORTIFf3R — — — — — �a. . GRADE "D" .°a o° METAL LATI-� AREA TO RECEIVE FELT -PROVIDE 5UILDING }CAPER) STUCCO SCRATCH COAT SEALANT AT ALL JOINTS AND TAL LA7L. x x x x 1 COAT OF PAINT W/BACK- INTERSECTIONS RSEGtIONS0. ,0.°t ROLL PRIOR TO .°.O•o•O ;°•Q STUCCO - ELEC. 1"IETER INSTALLATION PROVIDE STUCCO 5GRATCI4 COAT LARGER TIr4AN TIE ELEC, UJOOD 514EAT4 NG 1 IETER CAN OR 1 PETER CAN OR 7/16 ZIP SHEATHING SYSTEM COl" 150 OR i" IEtER CAN AND ( INSTALLED PER I" iANUF. SPECS.) e T E f= f= 5ELF-AD�E51VE 1=LA 5� I NCB - - - D I ScoNNECT NOTE: �� 9 ELECTRICAL RECEPTACLE 1"i TAL LATE: LATE To PAR --c E3 ELECTRICAL CONDUIT A5T1"1 G-S41-09 1�IX 2.� L55. R�o3. PENETRATION PER 5Q. rARD (UTILITI' OR 1 P10 INAL LA7L4 POE5 NOT t"EET 5PECIFICr4TION5) A R C H IT E C TS Desn Grouoinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w Cal W 0 W 0 4 A A CREEKSIDE LOT #0 PROMCT# 04321.000 MODEL: 4EHB "2605—HAYDEN" GA IAGE 811111ErTG: LEFT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FL0I9DA NOV q 7 ROLANADR AAA DHINT ATE: 11/07/17 SCALm- 1/4 "=1' — 0" SHEET WA2 EXT. WOOD FRAMED COLUMN 514EAT(-41NG WOOD SHEATHING WALL _ __ WRB LAYER *1, ;;� 'r�. 'Q �- ,WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING BARRIER *1 3' X 3" 26 GA. GALV. 'r I WEATHER RESISTIVE WOOD WRB LAYER *2, FORTfFIBER FINISH LATER (2 LAYER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS _ METAL pRIP EDGE - BARRIER 02 R PEEL 4 STICK) \, ICK 3 GOAT CEMENT 5Et IN FULL BED OF s TH WEATHER RESISTIVE SEALANT, Y2' MIN. 3/ HAT CHANNEL ro PEEL F OM IP PEEL 4 STICK ¢ S AC DR A I "1 E R ASTER B RR ER , FV\/li W/s/s" TYPE "X' DRYWALL PLASTER ' ro' S.A.F. 6 TOP OF WEEP SCREED WEATHER RESISTIVE STICK � DRIP FACE TO TREX EDGE TO ; � �� I i�s'x3" "L" -LASHING TO SHEATHING BEHIND WEEP SCREED BARRIER "2 1=ULLY EMBEDDED '- �/� DECK IN ROOF CEMENT 4" POSITIVE DRAINTHICK, 3 COAT CEMENT IBS=--------------------•r'IWOOD SHEATHING WEEP 5GREEDPLASTERMETAL DRIP EDGELv. i� METAL LATH Ya GAP FOR BACKER I i ROD 4 SEALANT SET IN FULL BED OF WRB LAYER *1, , 4 SEALANT \ - - \ WOOD SHEATHING 1"XI 3/4" P.T. OR SIMULATED Ya GAP FOR BACKER SEALANT, �" MIN. STUCCO WRAP , WOOD (TREX) FILLER, ROD SPACE FROM pRiP THICK, 3 GOAT CEMENT \ J VINYL CASING BEAD ` ' CONTINUOUS /+ FACE TO TREX WEATHE RESISTIVE 01 PLASTER 5 L A HERE INCx WATER PROOFING let WEATHER RESISTIVE VINYL CASING READ BA RI LAYER (2 LAYER PEEL \, AM66-WFWC-rt80 CUSTOM CASING BEAD I ^r. F S Cs WRAPPED I f' BARRIER "I f, ' WE HER RESISTIVE EXTERIOR GRADE P OF WEEP SCREED I 13 BIER *2 , DRY WALL STICK) WRAPPED FROM _' L_ ! WEATHER TIVE WATER PROOFING let t0 SHEATHING BELOW BALCONY DECK TO - � 1 XTERIOR COLUMN .. �,m BARRIE 02 LAYER (2 LAYER PEEL - / i WRB LAYER 1, CANTILEVER °1'A}��01��°R't' !' 4 STICK) `� Ar C4_A 4" POSITIVE DRAIN PLASTER 3 COAT CEMENT ` , COLUMN SHHEATHING STUCCO WRAP WEEP SCREED PL ER ro PEEL 4 STICK A ZND NE,VINYL CORNER BEAD roDRIP EDGE t0 DECK '�, ,EXTEDRIP �PEEL 4 STICK 1 X2"x3' 'L' FLASHING WRB LAYER'02, FORTIFIBER N GA N FIELD VINYL CASING BEAD SUB FLOOR EDG` FULLY EMBEDDED IN BUILDINCx PAPER C5H0 R CL RIFICATION OF ®® 3"XG V. SUB FLOOR ------ 4 �� ------ - „ TE 550RIES ONLY) ` \ ME L D E E O CEMENT --------- -- ---------- ------ `- R �--� ----- --- -- -_ == 1 FUL D OF LAT IV X 3' 26 GA. GALY. 5ELF-ADHEREING T L ---- ---- I Y"X1 3/4" P.T. OR 51MU ED ,SEA , i� 1N. FLASHING WRAPPED GE F OM DRIP SET IN FULL BED OF i WOOD (TREX) FILLER, STUG P �r 6 CORNER OF CANTILEVER FACE T TREX 1 'XI J� P_t_ OR SIMULATED - �� 4" POSITIVE DRAIN CONTINUOUS �. YIN ASING A SPACE FROM DRIP ONDNUp (TREX) FILLER, SEALANT, Y� MIN. AMIGO AMro6- C_rt80 �� !� WEEP SCREED Ya GAP FOR BACKER CUSTOM CASING BEAD ROD 4 SEALANT ATER PROOFING 1st - /FACE TO TREX AYER (2 ' AYER PEEL 4 a Al- FOR SEALANT VINYL CASING BEAD ' FINISH LAYER (2 LAYER 0 B CKER ROD. PEEL 4 STICK) , ; STICK) WRAPPED FROM MOD IED 90 ji WATER PROOFING lot 3/4 RESILIENT i ; :, BALCONY DECK TO LAYER (2 LAYER PEEL 4 No GAP IN FIELD CANTILEVER D � 1 P HAT CHANNEL 1 CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM 1 O _' THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO (SHOWN 1=0R CLARIFICATION OF MOTE: (� VINYL CASING BEAD SEPARATE ACCESSORIES ONLY) IF- ZIF 5I4EATHING SYSTEM IS EDGE PLASTER INYL CASING BEAD CANTILEVER CASING BEAD INSTALLED, PLEASE SEE `' " WO pL5 EATHING $° THICK, 3 GOAT CEMENT MAf`IUEAGTl.1REiRS 5t8 TYPE X DR AL _ PLASTER DTL. C9) CANT.W/TEXTURED 4 PAI ED X! INSTALLATION PRROGEDURESWEATHER RE515TIVE 5/8" TYPE 'X' DRYWALL METAL LATH 10 A „_ „ LEGENTL) BARRIER *I SCALE: 1 1/2 -1 m FINISH WEATHER RE515tIYE lU/TEXTURED 4 PAINTED ,; � rv� ; � t,,�00D SHEATHING " THICK, 3 OAT ENT BARRIER #2 FINISH t�I I I I PLASTER 4' POSITIVE DRAIN" THICK, 3 COAT CEMENT �4" POSITIVE DR41N D RA I I AGE I L AI E (WRE3 VINY A WEEP SCREED PLASTER WEEP SCREED NOTE: LAVER #1, 5TI,J000 UJR,4fi= (S GAP IN FIELD VINYL C ING D NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF 1-IETAL LATH: LATH TO BE IER FB� (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY R703_(o.I / 457-1 C - 847 = 0e, I I mil. 2 _� L55. LJR`5 LAIR *2 (FOR I IF � 51=R — — — — — SEPARATE ACCESSORIES ONLY) �l�f�DI1�C� �,��,��,� BALCONY DRIP BALCONY DRIP PEA'. ea. ''Ir ,N D (UTIL 17I`' OR NO0 IINAL 11 A DGE INSTALLATION 11C EDGE INSTALLATION C COLUMN LAT� D05 1�10T 1�fT 5�'EGIFICA�10>�15) 1,'I'ETAL_ �.ATq x x x x (w/"L" FLASRING SCALE: NT5 NOTE: �I WOOD CONSTRUCTION S�I�CGO WOOD SHEATHING NOTE: IF ZIP 5HEAT ING SYSTEM 15 IF ZIP SHEATHING SYSTEM 15 INSTALLED, EASE E INSTALLED, PLEASE SEE MANUFACTU R5 WEATHER RESISTIVE 2X R1�I"I(�G �� R WRB LAYER 01, i MANUFACTURERS IN5TALLATIO PROCE RES I BARRIER " I.UOOD 5i�i I NCB/i %�l%/��Ti - -- STUCCO WRAP X.' INSTALLATION PROCEDURES 3/4 RESILIENT WEAT R SISTI OR -i/16" ZIP SIHEATHING SYSTEM ! ;, ( INSTALLED PER MANU1=. SPECS.) �' TI-Ef CK, 3 C0�4T GEi"INT HAT CHANNEL B R1 »� -- - - a WOOD 5I4rz,4t1-� f NCB FLAeTEIR WRB LAYER2, EORT11=18ER VINYL CASING BEAD ! BUILDING PAPER , x" t G, 3 GOAT CEMENT CORNEzR S��4D L ER 1 '� ! �' LURB L,4YrR #1 }. F,4STEf�ED TO SHEATHING STUcco l�R. P 5/S' TYPE "X"DRYWALL ETA LATH L -1" METAL LATH W/TEXTURED 4 PAINTED WOOD SHEATHINCY M = FINISH W O ZIP sut=At HI s Ste a x x--x x—x--x -- , ' (INSTALLMD FIM MMLP, sI�GBa TH1CK, 3 COAT CEMENT UJRB L�1'ER #2, FORTF BER " tHIfGK, 3 COA MENT (2) 2x12 HEADER PLASTER PLASTER ;; i BUILDING fi-,4i=R UJRS L�1'R #i, 6 "SELF-ADHIERING = ' '- 1-IETAL L,4T+� li 4' POSITIVE DRAIN '` a STUCCO WR,4P FLASHING "`~`y_-L' _J VI YL G RNE EAD 1 WEEP SCREED ; ` TWCK, 3 COAT CEt' LENT V. WOOD 5��,4T�---I1N I j VIEW FOR PL�45T 1� vIN CASING A NO GAP IN FIELD / I CLARITY) (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) METAL L,4T� DRffi GAP DRIP EDGE �� 11D CATION -- BUILDING ��P�R RTIFfB�R WINDOW FLANGE .. INSTAL D L WRB\ LAYER "'l, NOTE: WOOD CON5TRUG I *'ON CORNER BE .mil D � FRAME STUGCeI WRAF ! � •. IF ZIP SHE THINGS 5 EM IS- /A t� INSTALLED, PLEAS 5 E .1 II LL �� - i f MANUFACTURERS WEATHER RESISTIVE 1/� WRB LAYER 02, FORTIFIBER ! I \ INSTALLATION FRO URES BARRIER '1 �' CORNER BE,4D x BUILDING PAPER - WEATHER R=s1s-ice (I=,4STNR 5Pr4CING O.C.) f I BARRIER 02 - \\\ y METAL LATH VINYL CASING A �- - L BE D THICK, 3 cOAT C_MENT PLASTER THICK, 3 COAT CEMENT ° -AIL,- r PLASTER \ 5/8" TYPE 'X" DRYWALL METAL LATH ' W/TEXTURED 4 PAINTED ` � �'�SELF-4D�-I�RINC�� f FINISH it�' �a srst " THICK, 3 GOAT CEMENT "ANUR �cs.� - Gi"IU ELASSf f�lCx PLASTER T ICK 3 COAT Cr=t-IT / VINYL CCR=. 4' DRIP CAP vINY co A 1 _ FL,4STER AFFLIEID L CORNER BE D PCSf-IV. DRAIN IV DIRECTL1r TO I" f,45ONR�' WE scz UJINDOW 1=LANCE VINYL CASING BEAD NO GAP IN FIELD (SHOW'N FOR CLARIFICATION OF SEPARATE ACC_55OR(E5 ONLY) CORNER B E-I A D I B L O C K CASING BEAD � WINDOW 14B 15B (FRAME, NO BAND) 11 E DRIP EDGE INSTALLATION - A R C H I T E C TS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4,078 www.abdesigngroup.com AA #: 0003325 W W a w 0 0. U A i~ A Now mmAmw stm]Drv. & 1401r. CREEKSIDE LOT #0 PEWJZCT# 04321.000 ffiOnma.4 4EHB 2605- HAYDEN" GARA03C 8 WING: LEFT PAGIC: WALL ASSEMBLY DETAILS 160 MPH EXP, C ARCHITECT - STATE OF FLORIDA 31MBf np�Tg,. 11/07/17 scA 1/4"=1'-0" WA;/j �A NOTE:,_------------------------------------------------------------------------------------------------_ IF ZIP 5HEATHING SYSTEM 15 v " TI4ICK, 3 COAT CEMENT �" �" THICK 3 GOAT CEMENT ~```� WOOD 5HEATI°°-41NG INSTALLED, PLEASE SEE r-/= 51NG BEAE) PLASTER / PLASTER MANUFACTURERS To rt-�M METAL LATH SEALANT INSTALLATION PROCEDURES IX TR1M MEMBER ,' r" ETAL LATH \\ # 6 STUCCO TO - \, WRU5CLArER WRAP 1 51DING TRAN51TION WR5 LArE FORTIM5ER !' ` j WOOD ei 4E,4`T —41 G 5UILD1I PAP I 4 SfDfNG ' i _ OD 51� TH Cs ° °.4 WR5 LATER "2, FORTIFIBER BUILDING PAPER / - ' > I �� I WRB L,4 I R 1, _ —� - ---- °nnnmNnniwxinY.Ru4mwlmYQuuniuw n nnni undliinNwiiiiu. I WINDOW FRAi IE / STUCCO WRAP.................................................. I-�------------------------------------------------------• A`I'ER , F RTIFIBER METAL LATH -� 5 G P R I ; I WRi3 LATER *I, WR5 LArER 01, i XI I t1--41CK, 3 COAT CEMENT "' i StUCGO WRAP , n Xl �� WR5 L,41'�R #2 OR B R STUCCO WRAP �� PLASTER , � �-.. - I ':: i � � BUILDING P,4PER � �, i E- 3 BEAD IN L fNG \ CW//s FLEX LE ;V�AC<ER ROD) "SELF-ADHERING-�ER(NC-: t1j— 1IET,4L L.,4T CASING 5F-AD............................._............................._ .�.I I FLASHING a� roll SELF-ADHEREfNG T�41 3 O,4 GF-MF-NT FLASHING OR PEEL 4 5TICK I ' / � '�.._IEXi�LODED S � I � � � I VINYL A1�lC-TEED j 1 VIEW FOR T R i WR5 LATER *1I, STUCCO WRAP, CASING BEAD + CLARITY) SIDING T O STUCCO WRAPPED AROUND FRAMING I g CASING BEAD MEMBER .- (o" SELF ADHESIVE FLASHING (CROSS SECTION) WOOD 5HEATHING � - I WINDOW FLANGE �� "�� +� 2X FRAMING --- �r STUCCO W P 4 � ION �,, MEMBER ;;' DETAIL BELOW EXPLODED a VINYL ANGLED WOOD coNSTRUCT BEroND , `.�GASINCz BEAD / \� WOOD SHEATHING F O R CLARITY ' i / WEATHER 515T I VE " RE WR5 LATER *2, FORTIFI5ER , 1 BARRIER .- r -" BUILDfNCx PAPER '� ; I ` WEATHER RESISTIVE /�► ; I; � `----------------------------------------------- ---------------- j BARRIER , l \ X rt Y4' LAP SIDING /------------------------------------------------_ / 'SEE -ADHERING _------------------------------------------------- MEtAL L\At�-I I ° � «J I �6' RI=1/�,AL �- � ASH( THICK 3 COAT CEMENT I I 6' SELF-AD+-ERINCs / I I tI�E=R RESISTIVE ��" $" THECK, 3 GOAT CEMENT , �. FLASHING 4 ,� P STER PLASTER '; ! 5ARRII=R +1 ,� C,45 fN 5ED STARTER STRIP \ WEATI�ER RESISTIVE SEALANT TO WINDOW / MET LATH � "SELF-ADHEi�ING \ - / � \ _ BARRIER +~? �,� FLA5HING DO NOT CAULK OR �1 ; SEAL OPENING _ FLASHING , ti r GALV'D METAL ' ! GALV'D METAL \ "Z' FLASHING ' 5 LAVER '�2, FORTH=15ER DRIP CAP l Z' FLASHING DO NOT CAULK OR I / BUILDING PAPER ~�-�'� r SEAL OPENING WINDOW FRAME 1 Y4' X b' SIMULATED WOOD TRIM MEM _ I WOOD SHEATHING WINDOW FLANGE ° I STUCCO ASI CASING B AD WINDOW ---- I Y4' X b" SIMULATED a` I WOOD TRIM MEMBER i W BAND / \� SEAL GAP W/GAULKIPICs I �...... �e.:y:.,, e...... -.:�: .•••° (FRAME, / OR APPROVED SEALANT 15C\ "` '• STUCCO CASING AC SIDING TO STUCCO I WRB LAYER �I, � BLOCK TO FRAME STUCCO WRAP ; I NOTE: TRANSITION ' WOOD S��ATI-IING IF ZIP 5HEAT4-41NG S1'5TEM 15 1 �I 6" W1DE PEEL 4 STICK INSTALLED, i=LEASE SEE ; OVER FLANGE MANUFACTURERS I INDOW FLANGE ' INSTALLATION PROCEDURES 1 IETAL L,4TH NOTE: � � E- � BEAD VfN1'L CASING � MrETAL LATH: LATH TO BE fi ER CSC 2X FRAM(NC _ (Wl/s FLEXIBLE PVC 5AGKER ROD) R-103.�.1 / 4ST1"I C - 8��1- 09, MI If�l_ 2.5 LBS. ', MEMBER r WR5 L,41�ER #1, PAR SQ, 1rARD CUTILIT�I' OR N01"IINAL `� / _ *Afi PLY FULL SED OF SE,4LANT �3ETWEEN /r STUCCO WRAP UJOOD 5 � f NCB LATH DOES NOT 1"IE T 5FrCI�ICATION5) FLANGE � BUILDING WRAP �`. BUILDING .' #2 I=ORT IF (BAR WRAP -` � I Woop CONSTRUCT I aN -__ ---------------------------- SI,IILD ING FAPER i I I.UR R #1 BEroND 6' SELF-ADIdERINC� FLASHING I WOOp SHEATHING " TI-I(G�'G, 3 GOAT CIMNT— i 5l..ICGO WR,4P B4IRSISTIVE �/ W>=AT�IE TIC S 5ARRI *1 T P E E /a m W CASING PL,45T R ! j ! WEATHER RESISTIVE / 6' M ABOVE P I) WINT 4 I 5ARRIER 02 / / � OF ASI-IING �L �J I � ;� 1 X I + X, WR , ,I' R #2 FORT 1FIf5 � U/b&RE ALPSIDINC /// I ;I ' / tt 6 ATHER TIVE SELF -ADHERING: RRI R "1 YIN1-L ANGLFHD i FLASHING `\ / AATI� R 02 RE5f5t11/E GA5ING 5EA1D 7„C I � STARTER STRIP ' I I ` Z' FLASHING TAL VIN`rL CASING BEAD I DO NOT CAULK oR I �'—�— -7 5EAL OPI=NING PO NOT CAULK OR � .� f CMG, 3 COAT C M EE N \ � / , _ - SEAL OPENING XPL 0�-'� , C, GALV'D METAL WEATI-4ER RES15Tf VE V I EW FOR ~ _ �/ R "Z' FLA5HING ARRIER 1I MIN. T A LEGEND I Y4' X b' SIMULATED I G L AR I I Y) WOOp TRIM M>=MP�R � � ASHING r� X _ E-Z BEAD VINYL CASING I. 1 Y4' X 6' SIMULATED 1DRAINAG L'4N �WR _ (Wi3/s" FLEXIBLE PVC ;+ I WOOD TRIM MEMBER L.A'�R #1, STl�GCO WRAP) BACKER ROD) / � " SELI=-ADI�ERINCz 6' SELF -ADHERING + I } FLASI�ING FLASHING WR5 WAFER #2 CI=ORT IF 15E fR — — — — SEAL GAP W/CAULKING Ys' THICK, 3 COAT \I� ' I OR APPROVED SEA ANT S I L D I NG PAPER) CEMENT PLASTER WEATHER RESISTIVE � WEATHER RESISTIVE T BARRIER M BARRIER M METAL LAT� X X X X CASING 73EAr/ � RAISED 5ARRIER 02 IVE (Wl BEAD 15LEVIN'rf CASING ►�JBARRII=R "2 5ACKZREXRIOBDLE PYG ST�.IGCO ]BAND(FRAME) I ING TO STUCCO � AT R �SISTIVE ° 7 A_ � AME TQ FRAME WOOD SIHEATI-IING &CAL- 1 1/2 =1 -0 TRANSITION ((I STALLI=D f-F-R MA U�. SPEcs 19 5ELF-47.)HESIVE FLA5�41NG A R C H I T E C TS 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 r w w a w 0 0. A A CREEKSIDE LOT #6 PROJECT# 04321.000 MODEL: 4EHB "2005-HAYDEN" GAI to WC S WMG: LEFT PAYEE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATM 11/07/17 93CALM 1/4"=1'-0" A R C H IT EC TS CUT HOU. AT 45' 4 MOpP1=1EI IN HOUSE LINE OF OPEN INC APPRO'w OVER 5� WD STUG INSTALL 6' SEL;=-ADHE i=LASHING C NAILING FL. JAMBS EXTEND FL V BELOW 5 FLEXIBLE I DO NOT SE FIN r-1 J i 1 - E" IPORARILY LLD -UP t SEC OUSEWRAP (OI JCK FLAP UND t HEAD =OLD HOUSEWP 'N AT JAMBS t SLOPE SILL R gSTALL 6' SELF-ADHE -LASHING C /INYL HEAL -LASHING ( DAMS) NAIL :LANGE EXTEND SELF-ADHE =LASHING I' BEYOND Ji =LASHING NSTALL V IT SAP ALIGN 1=LASHING W/ INT. EDGE Or - SILL RA. MECHANICALLY 1=ASTEN 1=ANNEP EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS T4- rLAS44ING At THE NPPLY 4b' NOM. :ONTINUOUS BEAD )r- SEALANT At AMBS AND HEAD or tiPPLY TO BACK OF IINDOW NAILPNG LANGE IN LINE W/ `14 E-PUNCHED TOLES OR SLOTS. STEP 4 1=0Lp DOWN DIAGC ACRO WINDO TIDE ADHESIVE :XIBLE FLASHING VER DRIP GAP ECTO-WRAP EQUIv) WINT-)OW PLASHING INSTALLATION ]DETAILS (FULL WRAP) � scare: Nrs �= Z1=� :�h-I=ATb!\Cx 5Y5TEM S 1�5fiAL�=D, 5EE ``'A��I��CTI.l�=25 'N��'fiALLATIJN INSTALL WINDOW PLUMB, LEvEL AND SQUARE PE MANUFACTURERS WRITTEN INSTRUCTIONS APPLY =MBRANE LASHING MER JOINT I. It IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS t SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. Z. INSTALL ALL MATERIALS PER MANUI=ACTURERS WRITTEN SPI=CII=fCAtIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 1=OLLOWING COMPLETION Of -- EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEI`IE SHOWN SHALL 5E IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE Or- WATER INTRUSION 5ELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER Of= WINDOW WITH SEALANT ----- - - _- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 116. AA #: 0003325 W W O U W O R r� W A h A stmnr . aft TAT: CREEKSIDE LOT #6 PROJECT# 04321. 000 moDawL: 4EHB "2605-HAYDEN" GARAGE O WngGti': LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP, C D 11/07/17 scATm 1/4"=1'-0" SINIZET WA5 t 1 I I 1 1 1 2x(o SUB -BAND W/1 "x4" N07C�4 's END, WRAPPPED IN �=;=;::L $ STICK DRIP EDGE 7/5" TEXTURED FINISI-I 6 WOOD 1/2" TEXTURED METAL rA 11 l� II II i 1 2 X6 SUB I ! 1 1 1 1 � 11 1 IETAL FASCIA 1 WRAi= Ya" FROi"I 11 STUCCO, 1' FR01"I 1 WOOD WALL 1 EXTERIOR WALL 1 (FfRAi IE OR V IU) 11 ~ \ NOTE.- NOTGI--f FOR 2 X(o RE17OVED =POND � )FF WALL �O) FfNlS�4 la TUBED W/1 "x4" NOTCI4 IN PEEL 4 STICK .URAP 1" OFF 5 5AND 2 " 1/8' TEXTURED FINISH tv WOOD, 1/2" TEXTURED 1=IN15H 6 CMU METAL LATI4 W00D SHEATHINCz OR CMU WR5 LAVER 01, STUCCO WRAP (PRAI'IE ONLY) WR5 LATER 02, FORTIP15ER 5UILDING PAPER C1=RAME ONLY) ROOT-ING CEMENT DRIP EDGt= METAL KICK OUT N07=: � IP SIP 5�4EATNING PLEASE SEA 1"IAT PROGEDURES PRE - ENG' D TRUSS TO 5E GUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINIS�4 2 llx4llx4' -011 SCABBED To TRUSS W/12d NAILS (o"-S" O.C. f IAX. 2 x SUB - BAND W/IY "x4l' NOTC14 a END 1"IE TAL FASCIA WfRAP DRIP EDGE EXTERIOR WALL (FRX IE OR C1" fU) SUB BAND DETAIL C WALL SUB BAND DETAIL Cam? WALL W/KICK CUT FRA-IE OR GI" IU FELT PAPER Dull=' EDGE (REFERENCE FOINT ONLY, FOR WALL OFF SET OF GOi IPONENTS) 1"IETAL FL,45f 41NG, WfRAFFED 1" IIN. Y4" A50vE 50TTO1 l OF DRI1=' EDGE 2 x SUB - 5.4ND W/IY"x4" NOTCH 6 END, WRAPPED IN FEEL 4 STICK *ROOF GE1"IENT ROOF EDGE OI"ifTTED FOR CLARITY FRX41E OR Ci` Iu WALL KICK -OUT FLA6HING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COI" 1=ONENTS) t 1ETAL FL,45�- ING, WRRAPPED f"1IN. Y4" A50VE 50TT01"I OF DRIP EDGE 2x SUB -BAND W/ly"x.4" NOTC+ 4 END, WRAPPED IN PEEL 4 STICK *ROOT GEI"IENT ROOF EDGE Ol 1ITTED FOR GLARE TY A R C H IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-roO78 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w Ell a w 0 0. w A h A swat*. & LOT: CREKSIDE LOT #6 PROJZCT# 04321.000 wo-DEZ - 4EHB 2605- HAYDEN" I A t&GIE S VMG: LEFT PA►C#R: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT- TE OF FLORIDA zm NDAA AR NO DATE: 11 /0 7 /17 sCA x.- 1/4"=V-0"