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HomeMy WebLinkAbout36084 Carriage Pine Ct• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 1 PLAN REVIEW ./ 2605-HAYDEN], 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) -ALL LOCAL AND STATE CODES • OCCUPANCY - RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE - VB • )M. INTERIOR FINISH - CLASS B •BASIC WIND SPEED - Vult=150 MPH Vasd=116 MPH •EXPOSURE - B •I -STORY RESIDENCE - •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES .FT. CALC IST FLR LIvW. 1104 SQ. FT. 2ND FLR LIVWS 1501 5Q. FT. TOTAL LIVMG 2605 SQ. FT. GARAGE 431 SO. FT. PORCH 115 5Q. FT. TOTAL 3151 SQ. FT. PATIO ec SQ. FT. ABBREVIATIONS ABV. ABOVE IAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS Aw. ADJUSTABLE Y.C. MEDICINE CABINET ALT. ALTERNATE MPR. MANUFACTURER AMP. AMPERAGE MIN. MINIIII BD. BOARD MID. MOUNTED CL CENTER LINE MPH. METAL CAB. CABINET N.T.S. NOT TO SCALE CE CEILING O.C. ON CENTER CIR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC TILE PIT. PLATE D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR. PAIR D.C. DUAL GLAZED P.T. PRESSURE TREATED DLA DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS DISP. DISPOSAL RA.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR Rif. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEET VA. EIE ELEVATION SHTHG. SHEATHING EQ. EQUAL SETH SHOWER EXH. EXHAUST SIB, SIBLAR EXT. EXTERIOR SI, SLIDING F.G./FX . FIXED GLASS SL GL SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL FEB. FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FIG. FOOTING THK. THICK GA GAUGE TO TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DLSP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB GPI. GROUND -FAULT CIRCUIT TYP- TYPICAL pITgOUUpTKR U.N.O. UNLESS NOTED GL GLASS OTHERWISE GYP_ BD. GYPSUM BOARD VP. VAPOR PROOF H.B. HOSE RB 1. WASHER A.C. HOLLOW CORE W/ WITH BDR HEADER WD. WOOD HOT. OR HT HEIGHT WDW. WINDOW INSUL INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT ION REVISIONS REV. I DATE DESCRIPTION qlt /V A� ji 0 INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN FIRST FLOOR PG IB-LINTEL SCHEDULE FIRST FLOOR PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4D-FRONT & REAR ELEVATION "D" PG 5D-LEFT & RIGHT ELEVATION "D" PG 4D.1-WALL ASSEMBLY ELEVATION "D" PG 5D.1-WALL ASSEMBLY ELEVATION "D" PG 6-FLOOR FRAMING PLAN PG 7D-ROOF FRAMING PLAN ELEVATION "D" PG 8- FIRST FLOOR ELECTRICAL PLAN PG 9- SECOND FLOOR ELECTRICAL PLAN PG 10-FIRST FLOOR MECHANICAL PLAN PG 11-SECOND FLOOR MECHANICAL PLAN PG DI -FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-1-STORY WALL SECTIONS & NOTES PG D4-2-STORY WALL SECTIONS PG D4.1-2-STORY WALL SECTIONS PG D5-MISC. DETAILS PG D6-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS Design Grou Rn� L441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 vwrw.abdesigngmup.com ` AA #: 0003325 W 0 y G F C F ti xn3DIv. se EoT: SILVERADO LOT #11 BLK #1 P1iOJE T# 04128.000-11001 MODEie 4EHB "2605—HAYDEN" GARAGE 81FWG: LEFT PAGE: COVER PAGE 150 MPH EXR B ARCHRECT° STATE OF FLORIDA NO s / A ROLAND ABOUCHACRA AR NO 93723 P � D11/09/16 SCALE: 1/4"=1'-O" aliz= C1 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 10 (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) 1. FIBERGLASS SHINGLES II. CONCRETE TILES 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 17 (TCDL 7 & BCDL 10) 25 (TCDL 15 & BCDL 10) VULT=150 MPH, VASD=116 MPH B 0.85 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 318-08. 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 Y... 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED ''/.". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-i-07) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb =1,500 PSI Fv =175 PSI E=1,600,000 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 T 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 112" COX 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. F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 10. FLOOR SHEATHING SHALL BE APA RATED ''/." SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/i6' OSB EXPOSURE-1 OR 1/7 CDX PLYWOOD SHEATHING. EDITION (2014), MASONRY 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH 12, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE 2. CONCRETE MASONRY UNITS SHALL BE GRADE 'N' TYPE It OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fh =1500 POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF PSI. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. CONSTRUCTION. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 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 R307.5.1. 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 R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. I 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. .I 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS, 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 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 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY ACCORDANCE WITH ANSI A58.1-1982. VARY BUT IT SHALL NOT BE LESS THAN'/.INCH AND NOT MORE THAN '/. INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF FOR MORTAR JOINT THICKNESS TOLERANCES. THE ANSIITPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS QWAI 1 RF I IAAITFII Tfl I nm npan DI I IC 1 I\/F I nAf1 nrri F!"TI(1MC CHAI I RF I IAAITrn Tn I rmn 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI3180. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6"- W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0'.R506.2.5(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS l%" 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 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F19M FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM ''/." PVC (SCHEDULE 40), INSULATED WITH'%," AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS,1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06. 24TORY 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: 07/15/15 Desou Lign Gr�. L441L N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7745078 FAX: 407-7744078 www.abd�igngroup.com AA #: 0003325 F m a y 0 w a x seam ►. Ac L07 SILVERADO LOT #11 BLK #1 PRonw" 04128.000-11001 MODEM? 4EHB "2605-HAYDEN" GARAGs 8pIN0: LEFT PAGE GENERAL NOTES 50 MPH EXP. 1 DP 11/09/16 BCA=: 1/4"=i'-O" ga-rm k. �r'y_ �T �1 1 V A R C N I T E C T E FOUNDATION PLAN - NOTES: - VERIFY CONDENSER PAD LOCATION U➢TH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED E&R'ESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FESCR 5TH EDITION (2014) 2' VTR 21vtR LAV LA�-1/2 2 3 TUB 3. WASHER I 3 2' VTR\ 2 I 2-4 KITCHEN 3' 3' I 1/2' \ AUTO VENT WC. -IR' UP LA 2 2 2' VTR LAV 2 SF WR 2' 3' �2. I-IR' r II I TUB 3' CO TO MAIN PLUMBING RISER NOTE: ALL PVC PLUMBED TRAPS ARE TO BE 'P' TYPE 'S' TYPE ARE PROHIBITED, SECURE STRAP TO UNIT W/ (2) -8xl 1/4 A/C SHT MTL SCREUI9 UNIT SIMPSON U15 ROLL STRAP OR EQUAL SECURE STRAP TO NO. CONC. CONC. W/ (2)-3/16'X2' >RS SLAB TAP -CONS i A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD a 12' FROM STRUCTURE Design Grow . . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdeslgngroup.com AA S: 000332b w ti 0 V y O C F O ti 9TJmm a LOT.' SILVERADO LOT #11 BLK #1 PROJECT* 04128.000-11001 mopma 4EHB "2605—HAYDEN" GARAGE 81WWO: LEFT PAGE FOUNDATION PLAN 150 MPH EXP. B ARCHITECT-. STATE OF FLORIDA ROLAND ABOUCHACRA AR NO 93723 DATE: 11/09 SCALE: 1 /4"=1' - O" SHEET DOWEL PLAN A R C N I T E C T E Design Grou ��c. 1441 N. RONALD REAGAN BLVD. li LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA fi 0003325 W y U h z Q, U y 4 F O F ti ID STJmrv. Se LpT SILVERADO LOT #11 BLK #1 FMOJMT# 04128.000-11001 MODE & 4EHB "2605-HAYDEN" GARAGE S'Wn4G: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B ARCHfTECT. STATE OF FLOMA II P % DM 11/09/16 SCALE: 1 /4"=1'- 0" Bile= IA SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS SAFF GRAVRV 1 nAnR FAA A^ ORFr`ART R DRFRTRFSCFn 11-1 IRTFI C 0-*- SAFE LOAD - POUNDS PER LINEAR FOOT TTPE y LENGTH &18 yr- yD-r eFlr-D ya4-D tD -D 2'-10'(34•) PRECAST 2231 a lmre 4emD e1D 61D ,541 leaf 8!1{ 1069f IDDe IrM 3'-6- (42') PRECAST 2231 lr6e lmre na aemD .1a 61a sem, t5a1 emea es14 51D2 1ODD1 IIDmS 4'-m' (48') PRECAST 1966 M61 riv ]'1DI 4e0! DND wD 4MA leaf 9^JI rDM ,Ole iD»a r1D1 I 4'-b' (54•) PRECAST ggg KD trD ]p0 49l 2vl rlD s1Os i541 4Du NV 910a Im2ea r224 5•-4' (64'1 PRECAST IIn �' W° �" ]Dam DD9 9sY 4ND WD 90'DD 99rD lD4l l r'199 5'-10'(l0')PRECAST 1062 Itme Ifs rDl Im9D 3449 DOPJ NlD 1a51 % {3e0 l lw PRECAST gm8 use vas 2m xm 34D0 s4em 3m31 5sel s,mt asset 4sas emrl l'-6' (90')PRECAST l43 bn' ri3x na! %9B 91DI lraD Iql nay 2ul Sass arD ear w V-4• (1129 PRECAST Be,4 6De ,92 11r0 D4D r2e 2Dsa Me4 D/K Sore 2rD sam W-6YI26')PRECAST 4l5 W1 2ma3 nTl 2rs ]Dar r4! 1Dl2 Dss 2ma5 nel %a ales ll'-4' (13W)FRECAST 362 ere DID tDrr rK 2{2! !D, 4mm4 DN �i•D 8s6 .46 24M 4Ome I2'-0'(I44')PRECAST 33l sao DID ev av Da4 129a rra re4 alas 2- 2rO6 tame sD52 DSD2 13'-4'e"'PRECAST 256 4n 4l1 ve TDD IDv IDIB Hxr R% r:D rY xsle Mr ]� ]Yi 14'-O'(WS'PRECAST 219 4]a 1ms tmm2 DSr r51 xm 2rse «J fete rD2 Dri rs, 2m U'-8'(nb')PaeDTaf2 NR. 45B ,AS 310 2M Mn no 15'-4'(184') NTt raR IW lee IW IVR 4D TID tam nss ]etas 2N0 MS Il'-4•(2OS')'- NR 596 9e0 .2. MmD ray 2041 19'-4'e232') N1¢. - - Ne lee rat f.t 2D9 4. Ti0 lDll DB] DD nr 71'-4'(2S6') NR. ra< 1ae roe rD 3aD 55D e45 nR tses N6e 77'-0C264•)rxEenE NR 1M so eem ,a4 Ims, tsee 24'-0T288')1arDe NP_ lee roe ra¢ Ds 2!0 4Dm sea ass lest 12n GAFF IIDI IFT I nAT2R FGR A^ ORFr`rCT A DRFCTRFCCFn ILI INTFI C CAIPGMw SAFE LOAD - POUNDS PER LINEAR FOOT 7T-pE LENGTH II •w-n y lT --n M4-T yV ;a 2T m 4-n T -F556e92A]D9errDDMM6l-22l 1 MseeI199aIsDD0ml 3-6(42') PRECAST �DaDDwIDM6rD'lIraSD!I 5DMDD! 41323393r9Dr99lAHD94{ 4'-m'(48') PRECAST !999x¢bl99eyN2400l 4'b'(54') PRECAST IW 2" "'M 41 ]ri%I]O1D91OP 5'-4• (64') PRECAST 1n ea,1Dmlln--995S2nI1 nD 26 9rle0 48n 5'-10'00')PRECAST D05 Dal -"- 4a3 Del lND YYL9 31O1 3r20 4t33 61-6' (l8') PRECAST va !w nD Dea a2D ! 1 nD 1'-60 (9m•) PRECAST r2 2I] 41 Dx4 r24 xm2s a 2D2, DYb S-4' (112') PRECAST I H Ir6 D 2emr 5D1 2 r{D 1%D riB 191-61(1261) PRECAST 930 9 9r Ire xdl D!D e!D Rl2 r1r3 2m55 II•-4' (136')PRECAST 14 rm➢ im31 m, t110-1 ma ID4a on 1r49 r a 12'-O'(IM')PRECAST M 411 124 Y36 M3 D 4,m e5m ler 2 D'-4' 060' PRECAST 4r eDt 114s uxs % I 14'•m'(IbB')PRECA6T ss{ !De 124 n 41m 4M In 10r9 RY2 14'-b' (Ilb'1 PR2BTIE 129 24r 9 -3 ,T aM 9le IIDI ni 15'-4' (1547 F'REetee a 4 x3m 9 3rr w n 12 1 Isr n'-4• (208'2°1aae11Eea D� %3 3D6 sei s 1 lam r ve I ry Rv 19'-4'[232')PIZe r2 22e Sae «l Dal e41 ltl 21'-4• (256')PRIISTIeE rr R R riD J91 4M 3V eM 9!l MI 121 Rxl 22'-m'(264')FllD Dl rl lei 22! 2. - Dl9 DD a6] Dae rr r 9'Ue 24'-mY2B8')I'1ED,1� G tl4 m ]e, sl9 4es 41r 492 1e 5r1 re SAFF GRAVITY 1 OAOS FOR a" PRFCAST.12" RFCFSS nOOR U-LINTFI S 4--+_ SAFE LOAD - POUNDS PER LINEAR FOOT TYPE ENGTH mV' a1.•-D slew el.w.e w6e t- e1a»- as 4'-4' (52') FIRECAST r% n49 s3» 3SrD {D{9 542I 6{93 l%l Yal 9rY! 9 ND9 ime0 94,9 le'D9i 4'-6' (54•) PRECAST Rya P'x 3M3 MD2 3wJe 49r6 9e24 rDD4 ner 35f5 Same r.y, emem 311s IDDID 5'-9' (66')PRECABT 92m mo nr xm 2AY! s4mx s u., 2YI l Wit 5'-10'(l0')PREGASt r1m MD Ir5! 204 xs4s 9M 31arm IN a342 4]442- a 66 b'-H' (80')PRECAST Al '>� W6 3W 5Da8 nn 5aK 13e0 9ml Ir2s 50b leB 5419 l'-6' C9m')PRECA9T R'-D 2459 3TW 5,43 ,239 56M ee9 Tse RDD 24D5 311r 914D 9'-8' (IIb'/ PRECAST � are ^JA DbD ZM9 9e9 4r91 91K 5a0 Des Dr8 ]MD !R9 {DD S.Di SAFF 11P11FT 1 nAnS FnR S" PRFCAST 1e12" RECESS n(1f1R 11.1 INTFi S Glfi•*Mw SAFE LOAD - POUNDS PER LINEAR FOOT TTPE LENGTH- 4'-4' (52') PRECAST new- am9R rtr2-2" IKeT esst- 905s rz n91 ecu-m enr..- 4445 •sar- wee. DRm yps•p sib 4'-6' r54•) PRECAST '24e9 Simi 42154Da35'-e• e"')PRECAST m ere Mee 2ro4 !x2.2.5'-10'rlm') PRECAST 2m dw 2M(80')t•RECASTRm aDm 2429 %le 9e29 l'-&' (90•)PRECAST4 2 ]er 2DrDr4 nre r69'-e' (116') PRECAST e I D nn 2Or 2SDI BEDROOM #2 8'-8' CLG. 1 O 0 11 XX­T� IS TORI I I SLR DLO. GARAGE 8'-8' CLG. PATIO L- 4 L- 3 (2) 3052-SH 6068 SfsD. LIVING ROOM W-W CLG. I 8'-W CLG. I I I I I 1 FOYER 1 I � I 36'XIO' TRANS. -------1--O---- O ---- L-2 L-1 ------ L-8 LINTEL SCHEDULE NOTE: THE LINTELS MAY E,E SUBSTITUTED WITH LINTELS PROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR C.REATER CAPACITY THAN THE VALUES STATED IN PAN. I I CLG. �I I IL--J FLEX 8--W CLG. (2) 3052-SH I I L-7 I I L-9 AST-4I4ET4 LINTEL SCHEDULE LINTEL NO, LENGTH TYPE COMMENTS L 1 1'-4' 8F28-16/IT L 2 4'-6• WS-ISAT _ ' L 3 1'-6' BFI6-15/IT L 4 1'-6' 8F24-113AT L 5 4'-6' 8FI6-015AT L 6 6'-6 8FI6-15AT L T 5'-10' 81=16-015AT L e 11'-4' 8FI6-I5/I7 MATERIALS GENERAL I2. . Yrce 8p' rpe•r mV etedIIMIeDnI e. l 4. D6IAm9OpDapl •I I2. . F8YhoovroidefllbNdII IrcIIMn.taNbr OdbseTdreEaqnuSdireMd.ad lokne. 910. . STaMh eloxtadrlwra•tgrrauredd oIInM.aIe ioIroul dllaed ighn aoxtalyriHws paconcrete „�eI SAFE Ll bO.AMiDng. TABLE NOTEw. d , TYPE DESIGNATION ACI 3r ad 5m 1. All yobed on mMium 4 Inch te xel ni-ID!r)ay(CauABtARAT ,a iron neM ewer Might ehoen. 3. Gout Per AST-1 U16 rg • WM 3. Wtdllatlon a IIMeI rot eeeply with Ur arWtectural maeary wall• •roll rove a coatMg d •tueeo applied In aceerdance SEE SAFE LATERAL LOAD Exuptlan: 9ah loads fw uMllled Ilnl•1• must D. Fw IDlel• lengUr rot •Mean, we •eh load F •FILLED tRTil GRplT / U • IlFLLLED esl w/ Mxmnnl SIB Inch and/w etrucnral dooawtla. wllh A C-296 w othr vd coati •' t` b. -ducal by 20% If b-IMS Iargth I• Ron ,rzl Idpelt IengUt Mteun yWTITY (i S IQBAR AT apPe ng TABLES FOR LOAD RATMCs d• D to II Drh •kp 4. U-Lbtel• are merufaeUred with 5 112. long not io et II. LIM.I• loaddFOREACH4DDRIONALlees6NNdl••All seta lu In units d pounds per IinaerppTTOlya. Conerah hr•my Unita (01Upar Ur eM• t0 aaomedete vartlrAl cell roMorebg and e, frMirlg. n) hoisontal (1,lt .0 bad• should b• dtecked RE DFOI�'Fy qy) FULL 2. NR .Not Ra4ed rod. F ASTM C90 wrllnh•In not Brea 6. Reference tM CADT-(',BETE Load D•flectlon Geph brod,w fw fir combined loading with the re I-1ho agwtlon: CQJIFBE 3. ear. loads are •I}2erYiMFw••ad allowable loads. 0- All ire 1-de based on slrply eUpPI-I! n Gonpr.•uve •Vangth 1900 p•I rw IIM•1 darlectlon IMamatlon 4. Sara load• based gads 40 w gad. 60 .pan. 5. Reber per A9T't 361D gad. 60 r. Botlan rleld added tabor to be bested at the bottom Mid tabor. n. TM ,uk2ar m w w persNml• V IV G.J D' G C,2BCItfr 6. P =20ss Yard ASTr'1 A416 of the IIM•1 G . ARIDIIetl vMleal bed • MDlled InrI_l bed _ R' CLR TTP D. dr n reber .r be eub•Ututad fw two Intllee4ee Ur •duellon fw G 40 'E e5 • Pet y 5 1m y percan r ga 1 gr e. 210 bw r.la-%f- 1. l92' dlaeets wN eurrw. aro -lead to the Saf. vortical load Soh hwlsoMel bed 9 r.ban M r' Ibt.l• onay Mid setae tabor. 1 L- OU4NfITY Cf 9GAVITI- l. F,wtb Po ASTM C210 type M w S botlan •fool fw n.drn141 encYdage 12. A tlwrl Mtarai load I be (]) 5 IEBAR 6. TM Galgrler nay wa Wls con4nVatad Etrapb T-6' IMlel ttq- YP32-m ure I L FEDAR AT TOP r D. Coat -In- r- conuY.t. m. 1- I In n• 11M.I capec ty can by gdvey bad . 6,12re, w/ 15% L N "A. rEl6RT BDTTCH WEItFOR( p Y prey �•Pe• obuard m�a Ur dmignar by providing additlanal ralMorc.d GR40 w GR60 lead• Ran U» eat. bed tabl.a M Ilau of eo,1 -.0" Mils- tens•- above the 1 -1. 9- detail at r ealeurting the naxlnnan rpletNg monwn reduetbn�6412 (.85) • 55m1 plr L T-e/e•ACTx•L PROVID137 M LIM ' end sheer at d-a-V Ran Rau d etOPort. N' HAI_ wDTR �• urr:uu (VAWES) A R C H IT E C T S 6 GDes�n rou :ne. Lori G. rtuRnw rte4elanrt DI -au. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-77440, 8 www.abdesigngroup.com AA M: 0003325 w ti Chi FO 4 0 F 2 SVHDIV. a X. SILVERADO LOT #11 BLK #1 PROJECT/ 04128.000-11001 MODEL 4EHB "2605-HAYDEN" GARAGE 8WWG: LEFT PAGE: LINTEL SCHEDULE 150 MPH EXP. B (CAST-CRETE) or ARCFW ECT2 STATE OF FLONDA P � Dil/O9/16 SCALE 1/4"=1'-0" SHOW 1 B A R C N I T E C T S I 12'-4' I 21'-4' PATIO OVERHANG OF ROOF — ------------ s052-SH ABOVE ¢CRESS (2) 3052-SH 6068 SCsD BEDROOM #2 LIVING ROOM - 8'-8' CLG. 0 DINING ROOM 8'-8' CLG. ISH a'� v - II 3 BATH 2 l/��/\) 0.�iI LBW.m e� I O s'-8' CLG V. c.IF O LAV. �� .� m I P UP 91 I KITCHEN —._— 2-8 42' H. HALF WH. WALL W/ CT _10. 10'-10" 2'-b" 3' 0 - HB STOR. -----, -- - SLOPED CLG. OPT. STAIR DATA b36— Ip I cn - I6 RISERS 6 154' GOND. 15 TREADS 0 10' H -- v. ARC BOLLARDAS REQ. I' NOSING PER BLDG. a 4'-0' 8 —.— 13'-0" CODE 1 GARAGE FOYER i 8 scLG. I i v. ic. 36'xl0' v I EXTERIOR MASONRY WALL BRG. HEIGHTS BRG. LOAD BRG. WALL U.N.O. ON PLANS SQ.FT. CALC. S IST FLR LIVING 1104 SQ. FT. 2ND FLR LIVING 1501 50FT. TOTAL LIvW. 2605 SQ. FT. GARAGE 431 SQ. FT. PORCH 115 SQ. FT. TOTAL 3151 SQ. FT. PATIO 80 SQ. FT. DBL. TOP PLATE B H BAR DETAIL B C� I 0 4TRANS. PORCH I T e a'-8 c�—_ _ o --- ------ -- _ ---------------- �i COWOFID$ AE IE lo MOTS I _4• 5'-d' 1 _4, 10'-0" -4"I �? OFBfKB AND TYPE 90UAFE FOOTAGE ZONE L50WiWIND INA FEMAH:s _ 204 ——_ ._ is, 41 �j MIN. WINDOW 10 5 25/-33 CRITERIA ---*--— ------ 2'-10" -- 1'-4" —_---— — 9'-a" EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA 21'-a" 6'-0" SGD. MIN. 41 5 23/-29 39'-b" CRITERIA FIRST FLOOR PLAN 16010 O.H.D. 112 5 21/-25 NOTE: BASIC WIND SPEED MPH = 150 (Vult) INTERNAL -2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. EXP.=B, MEAN ROOF HT. = 23'-0" - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF -20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ SELF -CLOSING DEVICE THE FBCR 5TH EDITION (2014) TO MEET TESTED PER SECTION R302.5.I OF THE FBCR 5TH EDITION (2014) ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 07WS WM,.itfn FAX: 407'7744078 www.a bdesigngroup.co,n AA #: o0O3325 w y W V 0 4 c 4 SLTHDIV. at LOT. SILVERADO LOT #11 BLK #1 PROJW W 04128.000-11001 MCDELc 4EHB "2605-HAYDEN" GARAGE OWWO: LEFT PAGE: FIRST FLOOR PLAN 50 MPH EXP. B ARCHITECT- -STATE OF FLORIDA/ ,1 P TM D11/09/16 SCALE: 1 /4"=1'- 0" SHEET 2 II'-4" 2'_4" 12'-0' , 4'-2' IS'-6' 15'-10" 1, 4'-2' - kn2 -k (2) 3052-SH � �a CHASE UPSTAIRS ILIVINGIBDRM. #5 KL e'-o cLG. DBL STUD 2'-8" 42' H. HALF LAUN.TIWALL W/ CAP - CLG,°12'_0" -__«�4._0.73_OPT. II ON.— �� STAIR DATA —I 16 RISERS 6 1.54' 15 TREADS ® 10' +I• NOSING 22X36 -� ATTIC ACCESS 4X4 POST OWNER'S SUITE V-O' CLG. I 3-SH IR-ISH 1 '8 co 9 BDRM. #4 8'-0' CLGCLCs DBL STUD 103 3'-Im", 3'-0' 4'-4' —.- _ ---_ BATH 4X4 POST - a'-0' 0 CHASE a I BDRM. #3 31 c0 V-0' CLG. z e a IrlI m I (2) 3052-SH 3052-SH 3052-SHI I 2040-SH EGRESS EGRESS TEMP. 6" 1'-0' � — � O' 4'-2" II'-4' 2' -4" 2,-4'• SECOND FLOOR PLAN NOTE: 2-6 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE 10'-0 3/4' 2ND FIN. FLR ,L a, -a, 5RG. HGT. i Ir-Imb THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL SHALL BE 2 1/4' HANDRAIL 6 36' HANDRAIL 6 36' W/ 2X4 RE-INFOR NOTE: HANDRAILS SHALL HAVE EITHER A CIRCULAR CROSS SECTION WITH A DIAMTETER OF 1 3i4't 2' OR A NONGIRGULER CROSS SECTION WITH A PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN 6 1/4' AND A LARGEST GROSS SECTION DIMENSION NOT EXCEEDING 2 1/4'. EDGES SHALL HAVE A MINIMUM RADIUS OF 1/8'. B HANDRAIL DETAIL 42' H. HALF WALL AH U W/ CAP .__(2) LAYERS OF 3/4' PLYWOOD __SECURE TFEADSTO 3/4' T W SUB FLOOR — OR (2) LAYERS OF 3!4' SUB W/(31'S 3' SCREWS • E RINGER GLUED 4 SCREWED FLOOR MATERIAL RIPS FOR STRINGER UNTHREADED SHANK PER FASTENER SOLID NAILING TO EMEND BEYOND THICKNESS SCHEDULE OF SUB -FLOOR SHEATHING B � PRE-ENG. FLR TRUSSES -3/4' KICK STAIR DATA: F Tr I' MAX. I6R s 1.54' Im' vo51NG 15 TREADS MIN' NOTE: TAIR STAIRSRS TO CONFORMTO FBCR 5TH 10'+ I' NOSING m O D \�<� 4 NRIS MIK TREAD•10' MAX. RISER•T 3/4' 3/I6' 1 lV • = T MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8' MAX. -- z VARIATION IN ANY RSER/TREAD HANDRAIL �It-FORGED W/2X4 SPF REINF Fr_ D W/2X4R L Q CIRCULAR CROSS SECTION DA. TO BE 1 3/4' SECTION W/CONT. BEAD OF U .-V4' OR PROVIDE SUB -FLOOR ADHESIVE �p GRASPABILITY WINDERS- MIN. 6' WIDE s PL-400 OR SIMILARE NARROW END MIN. II' WIDTH • 12' FROM NAIL END 34' MIK HANDRAIL W.T. NOTE: -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR EA HOPJZONTAL RJN SURFACE AND ANY SOFFITS PROTECTED ON 2 X 4 RE-INFORCING • ---" THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARDS. FBCR 31133 EA. 2 X 12 STRINGER SECURE W/1211 6'-0' OC, 0'-0' FIN. FLR � 2X4 ATTACHED W/ 10d—� STAIRDETAIL SLEEPER INTO SLAB WI HMS' tj BCALEIn••I'-m' OF EACH END, 32' O.C. MAX. 42' H. 1/2 I WALL W/ CAP A N C N I T E C T E Design Groulrinc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-774-4078 wwwZbdesigngroup.com AA #: 0003325 w v 0 a W 0 h 0 3 III sumwrv. ae LoT SILVERADO LOT #11 BLK #1 it J=T# 04128.000-11001 MODS 4EHB "2605-HAYDEN" QA%Aaa STIMG: LEFT PA03M SECOND FLOOR PLAN 150 MPH EXP. B TAMPA ARCi- E -- STATE OF FLOFMA ,A /� VND CH3ACRADAli 716 :11/09 19CA=: 1/4"=1'-0" 1%1. DIEM= VS' THICK, 3 COAT CEI-ENT---\ PLASTER OVER GRADE 'D' FELT PAPER BACK METAL LATH OVER APPROVED HOUSE II.RAP OR GRADE 'D' FELT PAPER 4'x4' GAL V. 'L'-TYPE FLASHING SET IN ROOFR4G CEMENT FIBERGLASS SHINGLES OVER V 2x6 LEDGER SECURED FELT PAPER ON 1/16- 0.8 W/ 1/4' x 4' LAG BOLT SHEATHING OR 1/2' CDX W/ 2' 11 WASHER PLYIWOD SECURED PER -24' O.C. MAX NAILING SCHEDULE LSU-26 2x6 RAFTERS -'--` `I LUS26 W/ (4) 10d'4- TO LEDGER FWD (2) 10d'e TO 2x6 JOIST 2X6 LEDGER W/ IR'xB'---� THREADED ROD 32' O.C. MAX. SET IN SIMPSON HIGH STRENGTH EXPDXY ell MIN EMBED, 1/2'THIGC, 2 OOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY M OOF C� S.G.D. t-1 SCALE: 1/2' • I'-O' Paso -mm _ � ICI � III III � Iil IIII � IIII Illllilir �- 1111 1111 1111 ul 1111 1��11111 I OWN - �i�ILJLI SSA - — — - — - ------- ul r�li-�l mml�l �il a FRONT ELEVATION TEXTURED FINISH 10'-0 3/4' 2ND FIN. FLR V-S' BRG. HGT. 0'-0' FIN. FLR OFF RIDGE VENT OFF RIDGE VENT 12 6r�e; ao REAR ELEVATION TEXTURED FINISH SHINGLE ROOF �— FYPON 16'X4&' DECORATIVE SHUTTER OR EQUIVALENT � *6111 0RG. 3/4HGr.' 2ND FLR. _-FYPON 5KT11XI-T OR EQUIVALENT Ih 3/4' 2ND FIN. FLR BRIG. HGT. Y 6' RAISED BAND (TYP.) _-4' RAISED BAND (TYP.) 8' RAISED -BAND (TYPJ 3/4' 2ND FLR_ �BRG. HGT.- 10'-0 3/4' 2ND FIN. FLR J�a,-&, BRGi. HGT, STD. CALCS - OFF -RIDGE VENTS ONL' AREA OF ATTIC = 1585 SQ. FT. NET FREE VENTILATION AREA REQUI RED = 11300 REQUIRED VENTILATION AREA I58.5 /30D 5.28 VENTILATION AREA X SO, INCHES PER FT.(144) 760.85Q.IN. MIN. REQUIREDVENTILATION .5X 760.8 IN UPPER PORTION OF ATTIC - 380.4 SO, IN. OFF RIDGE VENTILATION AREA 115 SQ. IN. PERVENT 380.4 /115 TOTAL#OFVENTSREQUIRED = 3.30783 TOTAL#OF VENTS PROVIDED = 4 'AREA OF ATTIC 15 THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) A R C N I T E C T S 6 Desou �EL�.ign Gr 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigng ooup.com AA #: 0003325 F W y W 8 0 a 0 0 aUBDIV. & LOT: SILVERADO LOT #11 BLK #1 PROJECT/ 04128.000-11001 MODEL: 4EHB "2605— HAYDEN" GARAGE B'WnQG: LEFT PAGE: FRONT & REAR ELEV. "D" 150 MPH EXP. B ARCFWrECTT STATE OF FLORIDA r ROLAND ABOUCHACRA AR NO 937" F'rD � 11/09/16 SCALE: 1 /4"=1' - O" slamm" 4� A R C R I T E C T >< LEFT ELEVATION TEXTURED FINISH 1�6 OFF RIDGE VENT FRAME DOWN FOR FYPON BKTIIXIl OR EQUIVALENT IS'-0 3/4' 2ND FLR d BRCs. HGT.-- J,IS'-0 3/4' 2ND FLR _ BW. HCsT. 12 10'-0 3/4' 2ND FIN. FLR 10'-0 3/4' 2ND FIN. FLR 8'-8' BRCS. HST. 8' RAISED — BAND (TYPd 0'-0' FIN. FLR RIGHT ELEVATION TEXTURED FINISH WDeshm PH: 407-774-8078 FAX: 407-774-0078 www.abdesigngroup.com AA #: 0003325 F h 0 V W O G h W O F O F: ti BLTSDIV. a Zo SILVERADO LOT #11 BLK #1 PROJECT* 04128.000-11001 MODELC 4EHB "2605-HAYDEN" GARAGE BMWO: LEFT PAGE: LEFT & RIGHT ELEV. "D" 50 MPH EXP. B ARCFNTECT- STATE OF FLCFdDA ,f 2 i6 [RILA/ND HJ N0 93 i3ACRA DATE: 11/09/16 BCALE: 1 /77'- 0" alto= SHEATRING TO LA FRAME TO GABLE CONNECTION 12' P'I FRONT ELEVATION REAR ELEVATION I 14A WA Typ ARC N I T E C T 8 6 Design Grou 1. 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.abdesigngroup.00m AA M: 0003325 w w 0 U y O 4 a w 0 a F: ausniv. ae 17 SILVERADO LOT #11 BLK #1 F'Roa m" 04128.000-11001 mol"m 4EHB "2605-HAYDEN" GARAGE ST#MG- LEFT "'WALL ASSEMBLY ELEV. „D" 150 MPH EXP. HJ ARCHITECT STATE OF FLOMA DRAT M 11/09/16 aCALE 1/4"=1'-0" aster 4D.I LEFT ELEVATION RIGHT ELEVATION ARC N I T E C T S 6 Design Grou i��. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA M. 0003325 J F W y V W F C> y A IN avaarv. at LOT: SILVERADO LOT #11 BLK #1 PrioJECT* 04128.000-11001 HoD=- 4EHB "2605-HAYDEN" GARAGE 8MMRO: LEFT "WALL ASSEMBLY ELEV. „D" 150 MPH EXP. B ARCHITECT STATE OF FLORIDA DA 11/09/16 SCAM 1/4"=V-0" 821EET 5D.1 CONNECTOR SCHEDULE S MPSON USP DES. UPLIFT GRAVITY DES. 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Nc,mwu wa,rrueo eae.�enwr. s Y..,,]am N,w ma. � w• x.a.e N �k„ em,.,Y. wexTmw N M.ue.wrc t.e.o. w.�e..'n.o.•.. w.., M raSNecr r weae®.aw,—.w.ti�TrN rn Tof c.. eamer:.e, ae, .. Y.]w.,N o:ro]s,T Nio M w,rrrx ". , :,• Z YeGYlee Meee urllttwru,pe,�Le,toeilexe..to fbOrtKM,war,ur MrEe, CaMerow],M r.'wine.erae MN O[16C1g10®42 row M4NYlgR nMTM /R'JfIR CaOtlCiW PM1lCIIeN Y win. No.wru..am.sm«»ua...uex,eu,esm..NaYwe aa. aNn a,.x..ce ra•..�o .Neam r.x�.wao few.en,...a vnw e.®w er+•aow anro mYTwrrxNm,reeTowe c-Nx,• .,e,w morarTrw eaYrw,crxN c-ruva.vo wr,waw.. rwnraa ereres raw eaxamre . nww.wr ur.Wos c-vsx�'�'v. � SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3 HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 6 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO V-0' DBL 2 x 12 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (it.) UP TO 5'-0' TO 8'-0' UN.O. 4'-11 1/2' l'-II IR' AND UP NUMBER OF HEADER STUD5 5UPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 3 2 x 12 let SYP) l/I6' 0515 NAIL (3) 12d a 6'-8' O.C. TYP 2x12 BM /HDR FRAMING: NOTES: I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O.2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: TRU56 TO MASONRY/CONCRETE SHALL BE META-16 FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER 4, REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART d MINIMUM WALL d HEADER STUD REQ. ARE STANDARD UN,O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12c1 HAND DRIVES 6 EA. END. CUT PITCH t BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL (o SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS d DETAILS. rnI FT411 LL I II II II II II II II II II II " H H H H H N II II II II N I I I I I I I III I FTI FTIn I TO �STSTO SLAB � III I II ITI I I I I �_ � I �LBAll iiirrl� L'$ (2J 2XI2 HDR WC2) JACK t STUDS EA. SIDE C STUD — � X Q -- u LL O -j — e — =31 r — — II II HUC-410 I II �C_2 T*- u PTGE II II (2) 2X6 LEDGER w SECURED W/ 1/4'X6' 0 ■ LAG BOLT W/2' DIA. _ WASHER a 24' O.C. FRAMING PLAN CCA 01/22/I6 —X_ ___ ]-- FTGE2 = s — .44 i=H� I� II I m M11 II II II I £ (2) 2X6 LEDGER SECURED W/ 1/4'X6' LAG BOLT W/2' DIA" WASHER s 24, O.C. A R C N I T E C T S Design Grou �a 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774 4078 www.abdesigngroup.com AA #: 0003325 I 0 O 14 O rtnmzv. a< 110T, SILVERADO LOT #11 BLK #1 P1tOJE " 04128.000-11001 MODEM, 4EHB "2605—HAYDEN" GARAGE EI�IIJG: LEFT PAGE: FRAMING PLAN 150 MPH EXP, B-CCA ARCHffECT: STATE OF FLORIDA P � D11/09/16 SCALE: 1 /4"=1'— O" EtliEL'1' 6 anal. 1 =— 1 -i n,—... I — I i .__ __ - .._ _ . —_.. Z w• Tana. ] w. w• �..m000 n].a 0 w � �,m i Ns rsn•.oX]a.]]ro � �n• i a. i � rla.e.l-w• nar, ro, w a I yr � � +,ns— w Ts. ms ru w•4Tae Kw nwra,xr:roX.,a+a,•TeeraJH OPs.rwwe TO Nxo ur. s"e ma, O +TrY. » �Te xn ru ur wrae ,N.wxr.mNreemJN ear, rnmaro anm = WI•� S/v • N N K�O ]1i pb,tT a I,�•�• U ,' JN Pa]C.( xlw' lYexYVI, ]mu .. ..n�ni:l:�®�'aalo'coxO °°.�'v.•ou nu N — — .w��i,e'orx•�eaiun ,'valow :w '+�+� •v _-_-___. NN. �—_. .e TO K•C.•.<., Ne To ]Itto ueP. we NaPreCH �..]aNa.xP+],].,®]waT a re.,Te.,x».,• Txa. TK K.TIe.]. � N P,uwu.].T o..",....rxo W a.w]. � N W f . •.Nn •LL n+TT!•D aN <Ym.'.DI�C]KN T,+LIRtlTL rtC. vMON Z .IGMtl! P• TK YTL[ v..Ir Q "•TGWL4�x•fxW...a CPOrcKTO,wT n•i aleCT Cw1.c7P.. T. CannT•C]de,t.T s TaKM6� TP]+"Itw Ye TwT M T� CPR'M[N AtlltCfl[N SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3 MINIMUM WALL AND HEADER SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO -1'-0' DBL 2 x 10 l'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x & 5'-0' TO V-4' DBL 2 x 10 6'-4' TO V-0' DBL 2 x 12 V-0' AND OVER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' U.N.O. 4'-II 1/2' -1 11 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 (4 5YP) l/16' OSB NAIL (3) 12d a 6'-8' O.C. TYP. 2x12 BM. /HDR. FRAMING NOTES: 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.O, 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: TRUSS TO MASONRY/CONCRETE SHALL BE META-16 FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. TRUSS TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6, MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES ® EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. -1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. _ S.PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. '.REFER TO DETAIL 6 SHEET D5 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS d DETAILS. TRU95 TO 4X4 _ POST (2) MT5-12 POST TO BLK NTT-4 TRUSS TO 4X4 . POST (2) MTS-12 POST TO BLK. HTT-4 CJI CJ3 CJ5 ROOF FRAMING PLAN CCA 04/08/15 M U U U 4 GJI I CJ3 CJ5 LLA TRUSS TO 4X4 P05T (2) MTS-12 POST TO BLK HTT-4 \_ TRUSS TO 4X4 CJ5 POST (2) MTS-12 POST TO BLK HTT-4 CJ3 A R C N 1 T E C T S 6 Grou i in 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngroup.com AA #: 0003325 Jj F Z w 0 21 c�] y W a R a z eosn:v. a. L,oT SILVERADO LOT #11 BLK #1 PROJMW 04128.000-11001 MODRLt 4EHB 2605- HAYDEN" GARAGE B'WMG: LEFT PAGE: ROOF FRAMING PLAN 50 MPH EXP. B-ABS ARCHRECT- STATE OF FLOnFtlDA � I 11/09/16 8CA12: 1 /4"=1'— 0" eNEW= 7 D FF A R C N I T E C T 8 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES �/�// n6V OUTLET 20 OltP BPi5LE POLE IIOV CUTLET 110V OUTLET Q O OUTLET WIIHD W OUT T CFI 110V OUTLET E=1FEO WKaRID FALL RMPURTER RAPIDER MNSTAM TYPE) 220V OUTLET W WRE CCNECTION I8II� Cfl E)(f. WwlE1FROGF CUTLET OROUTD FAULT NTERRIPRR SWITCH SWITCH SWAT OFER W4 SWITCH 4-WAY OPER WALL I'ICINTED LKYrt CEILNG LrriAT VP i DRGGF \0\ RECC88ED CAN �- WALL 9C0N.^E FRE-wRED VENT. FAN 1 CFM PER BC. FT. VENT. FAN wn.xsHT I CR1 PER 8O FT. v FIMIRE tePECTf Ttm Br LDER) ]-dLL6 WRAP FLUOFRES IC*4T T AROIDID 2' FWOREBCOJT — — — 4 FLU01K$C T 0 I PANEL milam ETER OSD. ancKE DETEaaz �iti 8D. WALL rIOWIED 8M01Q= DETEROR BATT�BACK-1F+ ® 5/CO CAItl90N nONOXIDE 91KIQ DETECTOR CCTLO BATT. BACK•iF IW. ® . C L amm NTER-CMECIED SHALL BE A 018TANCE OF NOT LEW THEN 4' PFWM PENDAM LKM ��}}�� T✓ Q�RLET 4aB . TELEr E JACK UAd WATER HEATER DIBCQdECT TO EE ELEVATED I TV.I TELE18104 JACK �I OBE E10x REGu TO BE BUPPORTCD N J J-Box ACCOI®ANCE uv Box yt Lmu rawLwi ACCOI®ANCE UL BOX I///�\\V nAR�D A5 euw FaR I FLOOD LIleR OPT.9EQY8TY KEYPAD PH. MU9H-aUTTON FOR CHFES ­4�-- U8B FDRr 4OTES: LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PEF ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION 1-115073 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (20W). ALL RECEPTACLES TO BE TAMPER - RESISTANT TYPE ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). CONSERVATION (RESIDENTIAL ENERGY EFFICIENCY) 2014. 5th EDITION R404J PRE -WIRED CLG FAN BEDROOM #2 \\ � SD. Q BATH !!2 5 r BOLLARD C�COND. AS REO. \\/// PER BLDG. CODE METER FIELD Z VERIFY Q LOC.IL IRRIGATION OUTLET a 48' AFF. PATIO " DINING ROOM LIVING ROOM ~ PRE -WIRED CLG FAN 1 \\-- / \\ / / \ SWITCH IN \\ _ CABINETOUTLET 1 TO 2ND FL I, FOR p DW SWITCH \ ® / W ' 0 OUTLET \ ® N FOR VENT OR MICRO I I I ? --�� \� KITCHEN TOR 1 _ GFI / --- —��--- --- PAN. PB.F-7--_.-.- -- - / F OPT. —Y'C - - - DOOR E \' - - �S® GFI III REF I �TjjCC -- --- R / � I \ PRE -WIRED CLG FAN KEYLESS FIXTURE ZQ\ GF1 FOYER \\ FLEX 8GARAGE DOOR � PREWIRE GARAGE UP PB FOR (�MES � I I PORCH �— FIRST FLOOR ELECTRICAL PLAN I UNIT - NEW CHART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP GEC CODE O21 HOUSE PLAN: 4EHB HAYDEN MODEL LOAD INFORMATION VA 2801 90 R GEDTAtA1 LIGHTING X S VA PRR eG FT T803 2 20 ALP AYPLIANCN CIRCTHT AT 1600 VA EA moo l LAUNDRY CQtCV1T Imo 1 RAHGE AT NwLE rlww RATING OR coots P/OVEN 12000 I WATER DATER 4500 1 DL4HMABHER 3200 I CIOTHEB DRYER moo 1 DmPoe SOD 1 IBCRo— 15- 1 REFRIGERATOR 1200 9U8TOTAL OF GENERAL LOAD 38203 roi 10 NVA OF GFJiE IDAD AT 100% loom RELAINDER OF GENERAL LOAD AT 40X 28203 Vw z 11282 TOrAL RIR GENERAL LOAD 23282 &5 TON I 7 PULP (W/ 5" 1.11ER CY HEAT MIP) YI AYP z PLO VAr --- 9.S TON COOIANG 8Y31'EY 40 ANP z 240 V s 0o Her GENERAL LOAD 21282 NET TOTAL HVAC G80O TOTAL IAlAD 30882 CALCULATED LOAD FOR SERVICE 30382 vw/2 v- a — Cw50cMS-V -wORsr ERICE wG16Sr HVAC LOAD VeCD FOR CATOITWTIONB.' NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,263 VA -- - - - - - - - - -_------- 3000VA0100%,REMAINDER a35% - - - - - - - - - - - - - - - - NET LOAD: 6,54E VA RANGE ITOM-a 10%- - - - - - - - - —B,400 VA DRYER: 5000 a 10% 3500 VA TOTAL 18,8413 VA NEUTRAL AMPACITY: 18,489 / 240 - 18 A 112 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3 41 CU, I % CU GNO 2" CONDUIT OR PROVIDE 3 F2/0 AL, 104 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN I PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MOB NOTED OTHERWISE. POUBR COMPA TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 "1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 -2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE I I I I CABLE TELEVISIONC ENTRANCE lu ' Iul SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 -4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W x y 14 W cam, W O 4 y Q F O ti sVBDIV. de L04- SILVERADO LOT #11 BLK #1 PROJECT# 04128.000-11001 HODEL: 4EHB "2605-HAYDEN" GARAGE SWING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 50 MPH EXP. B ARCHTECT T = 3 11/09/16 SCALE: 1 /4"= V - 0" s*EMM ELECTRICAL LEGEND SYMBOL DEFINITION NOTES —e 125V CUTLET W MP SNGLE POLE Imv CUTLET 110V OUTLET T OF —LET UBED TD BUATCH ON 110V OUTLET EOUM'ED � FA PlfElOPfER (TAMPER MNSTANT TTPE) Eg 220V OUTLET -1w CO TWN MU�JJpp Cfil EM. NATEIR�ROOP OIRLET �+�' M1)D 1'N1t WTEI0i1PtER SUIMTCH SWTCH 3-ULAY OPER W4 awTCH {-UWY O'ER UYLL MCINTEO LKMi CEILM. LK+HT `O' RECESSED CAN PRE-wRED YFHf. FAN 1 CR1 PER VENT. FAN ULLKaNT CRt PER 1 1 v ITI NXTUIE (9PEC'6 TBD Br �� FLUO�, KEN7 2•BULB wxeP ARDIf✓D )_ _ � r rLUDMQecENr — — — � {'FLUORESCENT 0 PANEL METER BATT. uac-Ir SD. srlol¢ DETECTOR yEys�g� BD. I LL T'101MED mTT. Bmc-IY ST'101.2 DETEROR L B,.�- M3AOC.IP IW Ca11BQ1 nCNOxOE ® ,pfER=CQISGfED $/CO B' DETECTOR gHALL BE A DIGT. COEw OF NOT LESS THEN {' ��1T�� PEIS�AM LKM T✓ OUTLET RAL fiAO TELEPHT>rE JACK WATERNEATER TO BF FVATPD DI&^-GNNEGT AM COTOIT DISCOMECT OTELENNCN JACK CELNG BOX REQUIRE TO BE SUPPORTED N JO J-BOX ACCORDA AS S YU BOX MARKED BI1CH FOR CE LNG BOX REOU%!E 10 OE SIIPPORIED N CEILING FANhIGNT ACCOI®ANCE UV BO% HAIRED AB NICK FOR RUPEGT1111 MOCO LIGHT OPT. $SCURRY 1�rnAD PB. PU6N-mA — FOR -ms NOTES: LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARG FAULT PROTECTED PEF ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI R ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CPM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS O' FBCR 5TH ED (2014). ALL RECEPTACLES TO BE TAMPER - RESISTANT TYPE ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). Qll I i QD UPSTAIRS € LIVING j BDRM. #4 PRE -WIRED PRE -WIRED PRE -WIRED CLG FAN CLG FAN CLG FAN BDRM. 3� { LAUN.— S BATH #OPT _:m- oF7, - IF — .. \�Y W. -�--� � IT _ L FL \ I n 1 I ®' J ,Co ,oI/ WALL MOUNTED LIGHT W/SWITCH IN I ATTIC BAT L! r\I CLG FAN 0 / \ \ — PRE -WIRED / �iI CLG FAN OWNER'S Tv. - / \ BDRM. #3 SUITE a CFI w.i.0 SECOND FLOOR ELECTRICAL PLAN A R C R I T E C T S LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com 1111. AA#:0003326 i W y V 0 F 4 V h O I ILl I3P SILVERADO LOT #11 BLK #1 ROJ=T# 04128.000-11001 MOaaIU 4EHB "2605-HAYDEN" GAPLAGE BMM G: LEFT '-TtCOND FLOOR ELECTRICAL PLAN 50 MPH EXP. B ARC HrrECT-- STATE OF fi-OPMA aP . 11/09/16 BCALZ: 1 /4"=1' - 0" HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS 1 AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SELLER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 r, ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403. &. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETUNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MPG. RECOMMENDATIONS AND FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING T O' EXTERIOR WALL PLENUM y T� AIR RETURN SUCTION AND LIQUID AIR SUPPLY J. REFRIGERANT LINES AIR HANDLER EXTERIOR WALL 1 3/4' PvC CONDENSATE DRAIN LINE EVAP. TRAY y PvC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT _ JMECHANICAL TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 5TH EDITION (2014) BLDG. CODE SECTION 3012.1.1 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. -- — �OR WALL BRASS PLUG— i � FITTING OR EXTENSION TO I I SOIL OR WASTE AS REQUIRED — WADE 8240-K JOSAM 56000 INSIDE I I SERIES NICKEL BRASS TOP CAULK J I P.V.0 OPTI/SPEC y— -- -- —� SINV SEE AN FLOOR SLAB CLEAN —OUT (TYPN) F0­0171 PATIO DINING Is S/A ROOM VI OO FROM ABOVE BEDROOM #2Eo 1 1 I 1 12X8 i I -Z 12X-I2_---- I I Xn-4 14XIb PASS THRu C BATH #— — — — — — — — — — — — — CHEN ITRI KIT7-7 __-- IL—_J GARAGE 8' S/A / FROM I ABOVE I �\9X9 FOYER PORCH I! 2�X8 I / / FLEX O FIRST FLOOD, MECHANICAL PLAN COUNTERSUNK G.O. PLUG 16' SEE SPEC. ``\\-8'XS' --------- GONG. FIN. GRADE OR PAVING - -'� FITTING OR I I EXTENSION TO SOIL L OR WASTE AS I REQUIRED I III---v LINIA SEE SITE PLAN OEXT. GROUND CLEAN —OUT (TYP.) N S SECURE STRAP TO CONC. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) "BXI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD s 12' FROM STRICTURE LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK - BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN t LIGHT O/A OUTSIDE AIR © THER`t05TAT PASS-THRU AIR GRILL ARC H I T E C T a 6 Design Grou .... wit N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 F w y 0 y. 0 0 F F 3 SLTBDI\7 & LOT: SILVERADO LOT #11 BLK #1 PROJMCT# 04128.000-11001 MODEL: 4EHB "2605—HAYDEN" GARAGN BWMG: LEFT PADS: FIRST FLOOR ECHANICAL PLAN 50 MPH EXP. B ARCHRECT- STATE OF FLCMA 1, DP � 11/09/16 SCALE: 1 /4"=1'— 0" SiISST 10 SECOND FLOOR MECHANICAL PLAN A RC R I T R C T 7 Design Grou :a. 141 N. 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W bhNr' WAMWAm YIII'1 - .� .� I. , I. .0 ON b•ML P0.Y ETHYLEE VAPOR L P pJ 7AE0ll'A?M BIIALL AN L U DORA-CARE TIE V "AL REDAR TE VERTICAL Red1R (U 9 REDAR BET N 81MPSCTI NIGH '" 81,RIf iM EroxY b' PDED. n4l T� I F (], 9 REDNF b-aT01¢T '�`� I _ i0 MORIZpJI4L REDAR W ,m' HOOIc TO NOW]ONrAI REDAR W Im' IIOLIC �, \' I \\i'I� [!, 91ED.42 • ]•STORY OUt9mE R!D/NY Tom (1) 9 VeRI. DNEL LAPPED W D•H REAM s b' P✓C CHASE 1Mtll POOTNG __ 'k--- y� � r COMNIIOIIB <U9 REDAIY AT CORER9 W ]B• LAP rM - a m � m � b�£THYLENF •� •• W!LL-CCMPAC1ED 0.eAN PEL TewTne TReATTxNr 811ALL a - L I•BTORY U 2- 9REDAR CN CNAYPa m � � ',84� �-aTORr HORIZONTAL/VERTICAL � rINLA� "' EDdR"GARB HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH REINFORCING E R'.•- BEARING CHANGE F E: • - �1 OMITTED DOWELS —;ea�ar.-r� REBAR LAP AT FOOTING B SCALE: IS•.I•-o ��(,� AT LINTEL CORNERS �/ __ _ , .€--m—I=�— 1—STORY FOOTING %1�� W_/ BLOCK WALL ALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A R C N I T E C T 11 q7u.Gr Al N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 w .abdmlgngroup.c AA 8: 0003325 A w Z y w 0 W 0 F a 4 F O iBVMV. AO LOY• SILVERADO LOT #11 BLK #1 PROJECT# 04128.000-11001 MODZIA 4EHB 112605—HAYDEN" GARAGE s'WngG: LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 50 MPH EXP. B Dppj2g 1 /16 DCAIM 1/4"=1'-0" aFIEET D1 • O r Y IT C r T eECWm 2x6 MIN TO BLK W/ My, ANCHOR BOLT W/ 2' WASHER SET IN SUMP' N HKaFJ STRENGTH EPDXY 4' EMBED. BECURE 2x4 ON --� FLAT TO BLK W/ CUT NAILS. SIDES: O' 2X6 GARAGE DOOR BUCK W/ (3) )5'X8' J-BOLTS 4' EMBEDMENT MIN. W/ 2'X2'X)( WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING 1-2X6 PT BLOCK • CENTER OF DOOR HEADER W/(I))5'XW J-BOLTS 4- EMBEDMENT W/ 2'X2'X'`' WASHER AND NUT O R VHRHUL. UVVlt ��1BUCK ATTACHMENT SCALE: I/1'•1'-0' 6`9' SECURE TO TRI165 W/ 3-12d b'-8' OC. MAX TYP. 2X4 SECURE TO 2X4 BLK W,2-12d SECURE TO BLK W/ META-16 7 2'-0" EXTENSION ® OPT SERVICE DR. SCALE, I/J'•I'-0' 2X4 SECURED TO GABLE END W/(2)12d•EA WRIGHT 2X4 SECURED TO L-2x4 BLOCKING EA RAFTER L-30 EA. RAFTER V.2.TER -2x4 RAFTER • 24' .. PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS • 16, OC. MAX SIMPSON LSTA-12 • EA JACK STUD, BOTH SIDES OF OF FINING. 2x STUDS • 16' OC. MAX W/ SHEATHING. SHEATHING TO BE WITHIN I' OF IN WDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 0d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MOIRE THAN 12' OC. STAGGERED SP4 OR H5 • TOP AND BOTTOM PLATES • EA FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MST NOT BREAK 1'-4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/ DOOR FLR LNE. �1 FRAMED OVERHANG cJ OPE ING WD FRAMED W FLOOR TRUSS SCALE, 1/2'•1'-0- FASTENER SCHEE3ULE ROOF DIAPHRAGM USE 1/16' OSB. OR 1/2' COX PLY WITH -8 RING SHANK GUN NAILS AT 4' OC. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 5 GUN NAILS • 4' D.C. EXTERIOR SHEATHING USE 1/16' O.S.M. OR 1/2' PLY WTH •8 RING SHAW GUN NAILS AT 6' OG. AT PANEL SIDES AND •8 RING SHANK GUN NAILS 4' OC. TOP 4 BOTTOM PANEL AND '8 RING SHANK GUN NAILS AT 6' OC. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS rj-"� STICK BUILT WALL DETAIL �J NTS. SIZE HEAD LENGTH DIA. TENSILE Si TOP CORD BLOCKING AT 4' i Bd TdOINDJMODIFIE 2 3/8' 113 IT0p00 OR T OC. MAX. IN FIRST 1 FRAMING F SPACES AT EACH END. NOTE, , NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION RAFTER OR TRUSS I. 0.113 INCH NOMINAL SHANK DIAMETER ROOF SHEATHING2. a F RING, DIAMETE 3. 16 TO 20 RINGS PER INCH 4. 0.280 INCH FULL ROUND HEAD DIAMETER Z 5.2 INCH NAIL LENGTH p m 3 ROOF SHEATHING LAYOUT I AND ENDW4LL BRAGINra BUILDING LENGTH * —.-- --____ NOT USED FOR GABLE END FRAMING SPS • EA, STUD TOP 4 BOTTOM PRE-ENG TRUSSES WM6186 CONNECTOR UP TO 'I000 UPLIFT DOUBLE TOP PLATE SIMPSON MSTA-24 • EA JACK 2x8 STUDS • 16' O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN I' OF W/ WINDODOOR OPENING AND SECURE PER FASTENER SCHEDULE (2) STUDS, (2) JACCB • EA. SIDE OF OPENNG JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' OC. STAGGERED WINDOW SILL W/CRIPPLES 16, O.C. VA ANCHOR BOLT 6' OC. MAX WITH 1' EMBEDMENT AND 2' DIA WASHER SIMPSON MSTAM•24 • EA JACK, SECURED W/(3))" X 1 3/4' TAPCONS TO CMU W/IMIN. 2' COVER 1 2' APART 2XS P.T. BOTTOM PLATE 5 WINDOW OPENING 2-STORY WALL Rl-suave Gw w 6 . 4- CC. �BOITM EDGES i TYP. EXT. SHEATHING ATTACHMENT FOR WALL SHEATHING (OSB TO BE STRUCTURAL GRADE) NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT • OPENINGS z ao �o a� 11 TRUSS MTS-12 1/16' OSB. 2X4 BTM. PLATE 2X4 DBL. TOP PLATE 2X4 STUD 16' OC. l/I6' OSB. 1/2' AB. W/ MIN. 1' EMBEDMENT LOCATE 6'-V FROM ENDS AND 32' OC. MAX. TEXTURED FINISH MTS-12 META-16 32' OC. MAX. S' CM0.0 WALL PRE-ENGINEERED TRUSS 0 KKNEE WALL DETAIL TO BLOCK SCALE: U2'•1'-0' SECURE 2.10 BLOCK W/ (2) &' TAPCONS OR DRIVE PIN MIN SHARK SIZE J45) (MIN EMBED. 1 }') o g WITHIN S' OF EACH p: AN END AND 18' O.C. MAX' p SPACING. a' OS13. SHEATHING OR }' CDX PLYWOOD 2x4 BLOCKS CM WALL �a1 ARCH WINDOW FRAME A SECTION SCALE: V2''1'-0' RING SHANK GUN NAILS • 6' OG. IN FIELD TYP. EXT, SHEATHING ATTACHMENT FOR ROOF SHEATHING (OSB. TO BE STRUCTURAL GRADE) 18 2' DECK SCREWS • 6'-8' OC. MAX • EDGES 1 12' OC. MAX IN FIELD. UNTHREADED 'SHANK TO EMEND BEYOND' THICKNESS OF SUB SHEATHING TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE-ENG TRUSS DEL. 2X TOP PLATE 1/16. OSB. 2X BLOCKING TOP OF 1/16, OSB. 2X STUDS 16' C.C. MAX. 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED BOTTOM 2X4 • TOP 1 COOT. HETA•I6 BLK WALL O CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK TO C.S.M. O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN O3 REMAININJG AREA TO BE SHEATHED FROM COL. TOP PLATE TO HORIZONTAL BLOCKING, ® SHEATHING a TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF I6' FROM SWEET BELOW 05 INSTALL ALL SHEETS W,FACE GRAN PARALLEL TO STUDS EXT. WALL SHEATHING �� SCALE: I/2'•I'-0' L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngToap.00tn AA #: 0003325 F W N 14 0 G O cai O F O F ti BU DDIV. 43a W7 SILVERADO LOT #11 BLK #1 PROJECw 04128.000-11001 MODEL& 4EHB "2605-HAYDEN" GARAGE 8'WMG: LEFT PAGE- misc. DETAILS 50 MPH EXP, B ARCHITECT-. STATE OF FLORA DA 11/09/16 SCALE: 1 /4"=1' - 0" spimsT /^y D F� FIBERGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR R9052.1 ON 1,' OSB. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS ;.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x(o SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD TEE ENERGY CODE FORMS 'OR INSULATION R-VALUES ' GYPSUM BOARD OR }' HIG TRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK W/ 1) 05 REBAR CONTINUOUS 'RECAST LINTEL 'EE ENERGY CODE FORMS OR INSULATION R-VALUES IINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS a 16' O.G. 8' CMU 1/2' GYP. WL. BD WOOD BASE T 1—STORY BLOCK WALL SCALE: 3/4' = I' -0' 1/16- OS.B. OR }' CDX TYVEK BUILDING WRAP FORTIF15ER BLDG PAP GALV'D MTL. LATH 1/&' TEXTURED FINISH a WOOD Ya' TO V MID WALL WEEP SCREED Z_ 0- 4 8' GMU 5/6' TEXTURED FINISH a MASONRY WEEP SCREED DETAIL C WOOD TO 2 LJVUI-N, V1NIN. SCALE: 1 1/2'= I'-O' FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R905.2.1 ON I,' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. lx2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -SAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.) O.S.B. SHEATHING OR �- CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/6' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 126's 8' O.C. MAX 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BR< IS PRESENT PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE 0" W/ (2) 12d's e EACH TRUSS TYI=. TO BE INSTALLED a MID. o. - POINT OF TRUSS SPAN, OR 10'-0' O.C. MAX. SECURE 2xro PT. PLATE TO BLK W/ %'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON IF HIGH STRENGTH EPDXY l' EMBED. MIN. a 32' OC MAX. 5/B THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED u DIRECTLY TO MASONRY L °� m0 p B' Cm Y' DRYWALL 1'X4. OR I'X2P.T. NAILER 1,4 P.T. OR % X4' MIK SECURE ❑ THRU FRAME 4 EXTEND 1-Y' INTO BLOCK I. %' TAPCONS OR DRIVE PM MIN. SHANK 513E J45 (MIMIN.HEAD 912E 300O ❑ MRL EMIBEDMENT ICY' WITHIN 8' OF EACH END 4 B' O,.MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MA14PACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED &) DOOR JAMB TO BLOCK +3/4 OR +5/4 �n1 WINDOW TO BLOCK +3/4 OR +5/4 1-L SCALE: 1'•I'-0' 2X4: CM SECURE TO BLOCK W/ %' TAPGONS OR DRIVE PIN (MIK SHANK SIZE .145 MIK HEAD SIZE 300 MIK EMBEDMENT I V) WITHIN 8' OF EACH END 4 IBM O.C. MAX SPACNG. 2X6: CEO SECURE TO BLOCK Wn-)6' TAPCONS OR DRIVE PIN (MIK SHANK SIZE J4S ❑ MIK HEAD SIZE 300 MIN. EMBEDMENT I Y.•) WITHIN e' OF EACH END 4 16' OC. MAX SPACING. S' C 1U IXB, ® Y' DRYWALL SECURE TO BLOCK W12-%' TAPCONS OR DRIVE PIN I'X4. OR I'X2' P.T. NAILER (MIN.SHANK SIZE J45 DOOR CASING MIK HEAD SIZE .1E:0 W!NDOIL `ATTACH MIK EMBEDMENT I Y') TO 2X PER W!'WIN 8- OF EACH END 4 IB' OC. MAX SPACING. MANUFACTURES DETAILS. NCTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +1-1 Ur) /2" WINDOW TO BLOCK +1-1/2" SCALE: I'•I'-0' 1—STORY GABLE �A BLOCK WALL 1 fi SCALE: 3/4'=1'-0' SEE ENERGY CODE FORMS FOR INSULATION R-vALUES J' GYPSUM BOARD OR %' HIGH STRENGTH CLG. BOARD GONG. FILLED LINTEL BLK L (U 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-vALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS a 16' O.C. 8' CMU 1/2' GYP. WL, BD. WOOD BASE 2X4, CM SECURE TO BLOCK W1 W.' TAPCONS OR DRIVE PM (MIN. SHANK SIZE 145 MIN. HEAD SIZE '" MIN. EMBEDMENT I Y•) WITHIN 8' OF EACH END 4 16' O.C. MAX SPACING. 2X6: ® SECURE TO BLOCK W-' TAPCONS OR DRIVE PM NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED (MIK SHANK SIZE 145 THIROIYaH NCH-9TR1CTl1RAL MIK HEAD 513E 300 9b' TAPCGN MIN. ICY' MIK EMBEDMENT I Y') EMBEDMEEM RNTO BLOCK WITHIN 6' OF EACH END 4 E• cmIS' OG. MAX 5PACW- V DRTUTALL 2X8, ® I'X4. OR I'k2' P.i. NAILER SECURE TO BLOCK W/2-%' iAFCONS OR DRIVE PM 7(4' 0935 X 4' MIN- (MIN. SHANK SIZE J45 DOOR CASING MIK HEAD 512E 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT IV) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 ,a. O.C. MAX SPACIN,. MANU=A -TURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/ t' SCALE: 1' • 1'-0' 2X4: CM SECURE TO BLOCK W/ 9(y TAPOONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIK HEAD SIZE -IM MIN. EMBEDMENT I G') WITHIN '-6 H END 1 B' OL. MIAX SPACING. 2X6: SECURE TO'. O BLOCK W/2-�' NOTE: STRUCTURAL 2X MUST TAICONS OR DRIVE PIN a BE ON OUTSIDE 4 SECURED (MIN. SWAN, SIZE J45 THROUGH NON-STRUCTURAL MIK HEAD SIZE 300 %' TAPCOJ MIN. 1-)4' MIK EMBEDMENT I Y') EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 a• cm IBM OC. MAX SPACING. DRYWALL 2XS, ® I' X4' OR I'X3' P.T. NAILER SECURE TO BLOCK Wn-3(.' TAPCONS OR DRIVE PIN M P.T. X 4' MIN. MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD 513E Jl00 DOOR JAMB OR WINDOW MIK EFP..-E_ME .T I Y•) WITHIN B' EACH Er ATTACH TO 2X PER IS' O.G. MAX SPACING- MANUFACTURES DETAILS. NOTE: SHIM AS HEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK +2 1 4' SCALE: I'.I'_0• FIBERGLASS SHINGLES — OVER •30 FELT PAPER INSTALLED PER FBCR R9052.1 ON a' O.S.B. SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE- 2x4 OR 2x6 SUB -BAND — PER ELEVATIONS VENTED ALUM. SOFFIT — STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.)— j 0.5.15. SHEATHING OR j' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 7/6' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALv'D METAL LATH ON FORTIF15ER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED, (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 6' O.C. MAX SECURE 2x6 PT. PLATE TO BLK W/ J'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN, a 32' OC MAX. %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT / PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's a EACH TRUSS m. TO BE INSTALLED e MID. POINT OF TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. o.H. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1' GYPSUM BOARD OR J' HIGH STRENGTH CLG. BOARD 2x4 NAILER 2x4 0 24' O.C. a INTERIOR KNEE WALL CONC. FILLED LINTEL BLK W/ (1) i15 REBAR CONTINUOUS DIRECTLY TO MASONRY \ o mo a 1—STORY GABLE W/ VAULT CLG. UBLOCK WALL SCALE: 3/4'-1'-0' 2X4: CEO SECURE TO BLOCK W/ 4(' TAPCCNS OR DRIVE PM (MIN. SHANK SIZE 145 MIN. HEAD SIZE -0W MIN EMBEDMENT I Y.') WITHIN e' OF EACH END 4 18' OC. MAX SPACING. 2X6: CEO SECURE TO BLOCK Wn-V TAPC 146 OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN SWANK SIZE J45 BE ON OUTSIDE 4 SECURED MIN. HEAD SIZE 300 THROUGH NON-STIIa1CTURAL MIN. EMBEDMENT 14') 94' TAPCCH MW. I-Y' WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK IS' O.C. MAX SPACING. B' dM1 2X8: ® Y' DRYWALL SECURE TO BLOCK W12-%' TAPCONS OR DRIVE PIN I'x4' OR I'X2' P.T. NAILER (MIK SHANK SIZE J45 DOOR CASING MW4 HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y') ATTACH TO 2X PER WITHIN 8' aF EACH END 4 18' Or -MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.,) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T JS SCALE: I'•I'-O' 2X4, cm SECURE TO BLOCK W/ 1(H' O TAPCONS R DRIVE PIN (MIN. SHANK SIZE 145 MR HEAD SIZE 300 MIK EMBEDMENT IY'1 WITHIN 6' OF EACH END 4 IS' OC. MAX SPACING. NOTE, STRUCTURAL 7X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 2X6: ® ' TAPCCN MIN. 1-Y' SECURE TO BLOCK W!2-ir' EMBEDM INTO EMBEDBLOCK T OR DRIV£ PIN SWANK MIN.IN. BHMK 512E 148 a' cm MIN. HEAD SIZE 300 Y' DRYWALL MIN. EMBEDMENT I Y.') WITHIN S' OF EACH END 4 OR 1'112' P.T. NAILER I8' OC. MAX SPACING. 2ND 2X SECURE TO 2X8: CEM rl'.- STRUCTURAL MEMBER WK2J12d SECURE TO BLOCK W12-a4' WITHIN 8' OF EACH END 4 6' TAPGONS OR DRIVE PIN TO 8' OC. MAX (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD 913E 300 POOR JAMB OR UNMDdU MIN. EMBEDMENT I V) ATTACH TO 2X PER WITHIN 8v OF EACH. END 4 MANFACNIRES DETAILS. NOTE: SHIM A8 HEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3" F WINDOW TO BLOCK +3" SCALE: I' • I'-0' PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS a 16' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE NOTE: PER FBCR 9052.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE Iv. OR ASTM D 6151 2X4: SECURE TO BLOCK WAs' TAPCCNS OR DRIVE PIN (MIN. SHANK 812E J45 MIN- HEAD SIZE 300 MIK EMBEDMENT I Y.') WITHIN 8' OF EACH END 4 IBM OC. MAX SPACING. 2X6: ® SECURE TO BLOCK WI NOTE: 5TRICTI R 2X MUST TAPCONS OR DRIVE PIN -IN BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 IN.SHA THROUGH NON-STFMJCTURAL N .N �,' iAPGON MIN. ICY' EHEADMBEDMENT MIN. EMBEDMEME NT I Y.') EMBEDMENT INTO BLOCK WITHIN e' OF EACH END 4 18' O.C. MAX SPACIW- 8' CI"IU 2X8, ® Y' DRYWALL SECURE TO BLOCK W/I-1/4' 1'X4' OR I'W' P.T. NAILER TAPCONS OR DRIVE PIN k' OSB. X 4' MIK (MIN. SHANK SIZE J45 MIN -HEAD SIZE 300 DOOR CASING MIK EMBEDMENT I YV WITHIN 8' OF EACH END 4 DOOR JAMB X WINDOW ATTACH TO IX PER Is, OC. MAX SPACING. MANUFACTURESDETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (00 NOT EXCEED Y') DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7/16" SCALE: I'4'•0' 2X4: SECURE TO BLOCK Wd4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIK HEAD SIZE - 0W MIK EMBEDMENT 1 Y4') WITHIN 8' OF EACH END 4 B' OL. MAX SPACING. 2X6: SECURE TO BLOCK W/1.1/4' TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MA18i (MIN. SWANK SIZE .145 I E ON OUTSIDE 4 SECURED MIK HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT I Y.•) %- TAPCON MIK I•Y' WITHIN S' OF EACH END 4 EMBEDMENT BRO BLOC K 18' OC. MAX SPACING. a, allu 2X6: ®SECUR Y' DRYWALL TAPCAn TO BLOCK WPIN OR DRIVE PIN I'X4' OR DO' P.T. NAILER (MIR SWANK (MIN SHANK 917E 145 I' P.t. X 4' MIN. MIN HEAD SIZE 300 DOOR CASING MIN EMBEDMENT I Y') WITHIN S' OF EAC44 END 4 DOOR JAMB OR WINDOW IBM O.C. MAX SPACING. A ACH TO 2X MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3 3/4" WINDOW TO BLOCK +3 3/4" SCALE: 1'•I'-0' U • A E Y I T C E T A 6 Design Grou 1n42. 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w y w w 2 ti 0 a 3 L RADO #11 #1 P1OJECT* 04128.000-11001 19=zu "2605—HAYDEN" GAP —WIC S'WMG: LEFT PAGE: MONOLITHIC 1—STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHfTECT: STATE OF FLORIDA Dwl 11/09/16 SCAU& 1/4"—l' 0" SKEET D3 FIBERGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR R9052.1 ON I,' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR I' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/6' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE '0' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. a TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/TRUSS PLAN s/s THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2— STORY FIRST FLOOR BLOCK SECOND (TFLOOR FRAME 1 SCALE: 3/4'=I'-0' 2x STUDS 0 1&' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUES 4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS SIMPSON HETA-I6 EMBED. STRAP 9 32" O.G. MAX VERIFY W/ TRUSS PLAN J' GYPSUM BOARD OR J' HIGH STRENGTH CLG. BOARD \_SEE ENERGY CODE FORMS FOR INSULATION R-VALUES a' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS UINDOW SILL )x STUDS s I6' O.C. MAX W/ NSUL, SEE ENERGY CODE :ORMS FOR INSULATION R-vALUES " T 4 G SUBFLOOR GLUED 4ND SCREWED AS PER :ASTENER SCHEDULE 'RE-ENG FLOOR TRUSS 'INSTALL PER MFG, SPECS.) 1' GYPSUM BOARD OR -4IGH STRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK W/ '1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS :OR INSULATION R-VALUES 'RECAST LINTEL .UINDOW ATTACHMENT AS 'ER MANUFACTURES SPEC IF ICAT IONS 'RECAST SILL 'U 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 fro' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER #30 FELT PAPER 2x4 BLOCKING BETWEEN INSTALLED PER FBCR TRUSSES WHERE 'X' BRACING R9052.1 ON I,' O.S.B. IS PRESENT SHEATHING OR �' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG GABLE TRUSS P.T. IX2 W/ MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED 2x4 OR 2x6 SUB -BAND PER W/ (2) 12d's -0 EACH TRUSS ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. SEE ENERGY CODE FORMS FOR SIZE 4 CONDITION) FOR INSULATION R-VALUES SECURE 2x4 PLATE TO WALL W/ GYPSUM BOARD OR i'xb' THRU-BOLTS s 32' O.C. HIGH STRENGTH CLG. MAX THEN SECURE GABLE TO BOARD 2x4 PLATE W/ 12d's 8' O.C. MAX OR DOUBLE TOP PLATE SECURE GABLE TO DBL TOP WINDOW ATTACHMENT AS PLATE W/ SIMPSON II a 24' PER MANUFACTURES O.C. MAX SPECIFICATIONS WINDOW HEADER SIZE VARIES WINDOW SILL PER WINDOW OPENING SEE HEADER SPAN CHART FOR 2x STUDS 6 I6' O.C. MAX W/ DETAILS INSUL., SEE ENERGY CODE FORMS FOR INSULATION O.S.B. SHEATHING OR CDX R-VALUES PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET T 4 G SUBFLOOR GLUED D5 AND SCREWED AS PER 1/8' THICK, 3 COAT PORTLAND FASTENER SCHEDULE CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE PRE-ENG FLOOR TRUSS INFORMATION) (INSTALL PER MFG. SPECS.) NOTE: SHEATHING MUST NOT 9' GYPSUM BOARD OR BREAK 1'-4' MIN. FROM 2ND FLR HIGH STRENGTH CLG, LINE BOARD 2x4 CONT, -a TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS CONIC. FILLED LINTEL BLK W/ BT PLATE OF 2ND FLR, BT. 2x4 (1) "5 REBAR CONTINUOUS IS FOR WALL SHEATHING PRECAST LINTEL NAILER) WINDOW ATTACHMENT AS WEEP SCREED PER MANUFACTURER (SEE DETAIL 2/D3) SPECIFICATIONS PRECAST SILL EMBED. STRAP VERIFY (1)*5 REBAR VERTICALLY W/ TRUSS PLAN W/ GONG. POURED CELL sTHICK, 3 COAT E Ix2 P.T. FURRING STRIPS PORTLAND TLAND CEMENT m 16' O.C. PLASTER APPLIED DIRECTLY TO MASONRY I 8' CMU 1/2' GYP. WL. BD. 2—STORY GABLE j WOOD BASE FIRST FLOOR BLOCK SECOND I9 1A FLOOR FRAME SCALE: 3/4'=I'-0' O.S.B. SHEATHING OR }' COX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 116' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D" PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) 2x4 CONT. o TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND l FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ �T� NDICULAR PRE—ENG FLOOR TRUSS SCALE: 3/4' = I' - O' 2x STUDS A 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS I' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS 3/4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 FASTEN 2X4 RIBBON (P.T. tv ill CMU) W/ (3) 12d NAILS a EACH TRUSS PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) GONG. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS RIBBON FASTENING DETAIL 2 A SCALE: 3/4' -0' FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R905.2.1 ON �,,' D.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL, DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 1,0000 UPLIFT - CONNECTOR 2x8 SYP "2 DBL TOP PLATE WALL SHEATHING 2x8 SYP 02 — WOOD STUDS AT 12' O.G. MAX 2x8 P.T. SYP 02 SOLE PLATE "5 REBAR 9 Ifo O.G. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES z w L I Q N Q (7 ro� WALL . SECTION — WOOD FRAME TO s 1 B LOCK WALL SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD SIMPSON SP2 a EA. 2X8 STUD I' DRY WALL I' DIA ANCHOR BOLT AT 16' O.G. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMPSON SPI 6 EA. 2X8 STUD (1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1) 05 REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL Ix2 P.T. FURRING STRIPS 0 16, O.G. 4� 8' CMU -1/2' GYP. WL. BD. (1) 04 CONTINUOUS REBAR WOOD BASE 04 REBAR 48' LONG O.C., MIN. 24' IN SLAB 4' CONC., REINF. W/ 6'x6' t l_ WIAXWI.40 WWM ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE REBAR ON CHAIRS _ 2 -0' NOTE: PER FBCR 905.2.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE Iv, OR ASTM D 6151 • o c N i T F E r A L"I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 a 0 w 0 4 0 F 0 3 p@i U oulmly. a L07 SILVERADO LOT #11 BLK #1 PROJECT 04128.000-11001 MODELe 4EHB "2605-HAYDEN" GARAGE B'WMG: LEFT PAGE: MONOLITHIC 2—STORY WALL SECTIONS & NOTES %150 MPH EXP. B DP � 11/09/16 8CALE: 1 /4"=1' - 0" eHEST D4 FIBERGLASS SHINGLES FIBERGLAS SHINGLES OVER 030 FELT PAPER 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES OVER "30 FELT PAPER INSTALLED PER FBCR TRUSSES WHERE 'X' BRACING OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON "' O.S.B. IS PRESENT INSTALLED PER FBCR R9052.1 ON' O.S.B. SHEATHING OR }• CDX R9052.1 ON' O.SB. SHEATHING OR }' CDX PLYWOOD SECURED PER SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG GABLE TRUSS PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRJ55 P.T. IX2 W/ MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED FASTENER SCHEDULE SEE ENERGY CODE FORMS P.T. IX2 W/ MTL. DRIP EDGE SEE ENERGY CODE FORMS 2x4 OR 2x6 SUB -BAND PER W/ (2) 12d's 9 EACH TRUSS PRE-ENG TRUSS FOR INSULATION R-vALUES FOR INSULATION R-VALUE5 ELEVATIONS P.T. IX2 W/ MTL. DRIP EDGE GYPSUM BOARD OR }' 2x4 OR 2x6 SUB -BAND PER ELEVATIONS ' GYPSUM BOARD OR }' VENTED ALUM. SOFFIT 2x4 OR 2xb SUB -BAND HIGH STRENGTH CLG. - HIGH STRENGTH CLG. PER ELEVATIONS BOARD VENTED ALUM. SOFFIT BOARD 5TIFF5AGK AT ALL DOUBLE TOP PLATE UPRIGHTS OVER 4 VENTED ALUM. SOFFIT SIMPSON WINDOW HSIZE TWIST STRAP VERIFY W/ TRUSS PLAN HIGH (SEE SEALED ENG. NG. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1,0000 UPLIFT SP2 w EA. 2X8 STUDEADER VARIES PER WINDOW FOR SIZE i CONDITION) CONNECTOR e OPENING SEE HEADER WINDOW ATTACHMENT AS SECURE 2x4 PLATE TO WALL W/ 2x8 SYP "2 � SPAN CHART FOR PER MANUFACTURES 3•' g xro' THRU-BOLTS 6 32' O.C. GYPSUM BOARD OR }' DBL TOP DETAILS SPECIFICATIONS HIGH STRENGTH CLG. PLATE OS$. SHEATHING OR }' WINDOW SILL MAX THEN SECURE GABLE TO BOARD }' DRY WALL CDX PLYWOOD. 2x4 PLATE W/ 12d's 6' O.G. MAX OR DOUBLE TOP PLATE WALL SHEATHING }' DIA ANCHOR BOLT ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 2x STUDS ®16' O.C. MAX W/ SECURE GABLE TO DBL TOP WINDOW ATTACHMENT AS 2x8 SYP YI AT 16' O.G. MAX WITH 1' EMBEDMENT AND 2' IN5UL., SEE ENERGY CODE PLATE W/ SIMPSON HTC4 A 24' PER MANUFACTURES WOOD STUDS DIA. WASHER l/8' THICK, 3 COAT FORMS FOR INSULATION O.G. MAX SPECIFICATIONS AT 12' O.C. MAX PORTLAND CEMENT PLASTER OVER R-VALUES WINDOW HEADER SIZE VARIES WINDOW SILL SIMPSON SPI EXPANDED GALV'D ' T 4 G 5UBFLOOR GLUED PER WINDOW OPENING SEE HEADER SPAN CHART FOR 2x STUDS 2x STUDS 16' O.G. MAX W/ g EA. 2X8 STUD METAL LATH ON AND SCREWED AS PER DETAILS SEE ENERGY CODE FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER FASTENER SCHEDULE O.SB. SHEATHING OR }' CDX FORMS FOR INSULATION R-VALUES 2x8 P.T. SYP 02 O SOLE PLATE (U COURSE TIE -BEAM TYVEK BUILDING WRAP PLYWOOD. ATTACHED PER ~ POURED SOLID WITH (REFER TO STUCCO FASTENER SCHEDULE ON SHEET ' T e G SUBFLOOR GLUED Z CONCRETE. (1) 05 SPECS FOR COMPLETE D5 AND SCREWED AS PER f Q REBAR HORIZONTALLY INFORMATION) 1/8' THICK, 3 COAT PORTLAND FASTENER SCHEDULE O � (L NOTE: SHEATHING MUST CEMENT PLASTER OVER w PRECAST LINTEL NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE PRE-ENG FLOOR TRU55 EXPANDED GALV'D METAL LATH ON FORTIF15ER JUMBOTEX +- Q WINDOW ATTACHMENT AS 9 (INSTALL PER MFG. SPECS. GRADE 'D' PAPER OVER TYVEK �'1 Z w PER MANUFACTURES 2x4 CONT. TOP AND I' GYPSUM BOARD OR }' BUILDING WRAP (REFER TO SPECIFICATIONS BT, OF FLR TRUSS (TOP HIGH STRENGTH CLG. STUCCO SPECS FOR COMPLETE PRE-ENG FLOOR TRUSS O 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT, BOARD CONG. FILLED LINTEL BLK INFORMATION) (INSTALL PER MFG. SPECS.) �5 REBAR g 1'. PRECAST SILL 2x4 15 FOR WALL (1) 15 REBAR CONTINUOUS NOTE; SHEATHING MUST NOT GYPSUM BOARD OR }' w O.G. MAX, IN Z to SHEATHING NAILER) SEE ENERGY CODE FORMS BREAK 1'-4' MIN. FROM 2ND FLR LINE HIGH STRENGTH CLG. w CONCRETE 1Y z POURED CELL, Ix2 P.T. FURRING STRIPS WEEP SCREED FOR INSULATION R-VALUES 2x4 CONT. as TOP AND BT. OF BOARD O VERIFY PER (SEE DETAIL 2/D3) PRECAST LINTEL FLR TRUSS (TOP 2x4 SUPPORTS GONG. FILLED LINTEL BLK W/ IL t PLAN. ()Q 8' CMU EMBED. STRAP VERIFY WINDOW ATTACHMENT AS BT PLATE OF 2ND FLR, BT. 2x4 (1) S REBAR CONTINUOUS O SEE ENERGY I/2' GYP. WL. BD. W/ TRUSS PLAN PER MANUFACTURES IS FOR WALL SHEATHING PRECAST LINTEL � l) CODE FORMS 5/a' THICK, 3 GOAT SPECIFICATIONS NAILER) WINDOW ATTACHMENT AS cD w FOR (I) •4 CONTINUOUS REBAR PORTLAND CEMENT PRECAST SILL WEEP SCREED PER MANUFACTURER Q O INSULATION WOOD BASE PLASTER APPLIED (U 05 REBAR VERTICALLY (SEE DETAIL 2/D3) � SPECIFICATIONS � W R-VALUES z w •4 REBAR 48' LONG DIRECTLY TO MASONRY W/ GONG POURED CELL PRECAST SILL w Q i W O W/6' HOOK s 24' O.C., 2—STORY 4 Ix2 P.T. FURRING STRIPS EMBED. STRAP VERIFY "5 Qi z Q O MIN. 24' IN SLAB 0 16' O.G. W/ TRUSS PLAN (1) REBAR VERTICALLY L ly IL 2'-0' (MIN FIRST FIRST FLOOR W/ CONC. POURED CELL - - BLOCK SECOND �' CMU I/2' GYP. WL. BD. s /e' THICK, 3 GOAT PORTLAND CEMENT E Ix2 P.T. FURRING STRIPSID I � N SLAB) ��FLOOR FRAME 1 _ WOOD BASE PLASTER APPLIED 16 o.c. I z 9 l \ 1 DIRECTLY TO MASONRY 8• CMU �' I SCALE: 3/4'=1'-0' - 1/2' GYP, WL. BD. WALL 4' GONG., REINF. W/ 6'x(o' 2—STORY GABLE ] WOOD BASE SECTION W1.4XWIAO WWM ON &-MIL POLY ° ` a FIRST FLOOR WOOD — I ETHYLENE VAPOR BARRIER ON ° e a WELL COMPACTED CLEAN FILL BLOCK SECOND I TO �� TERMITE TREATMENT SHALL BE 1A FLOOR FRAMEFRAME 6„ 6„ BORA-CARE (3) 05 REBAR ON CHAIRS SCALE: 3/4'=1'-0' a A R C R I T E C T 3 1 6 Design Grou i�.. 141 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX- 407-7744078 www.abdesigngroup.com AA M: 0003325 A Z w z h 0 0 aysniv ae LOT: SILVERADO LOT #11 BLK #1 PROJffiCT�p 04128.000-11001 MODBLA 4EHB "2605—HAYDEN" GARAGE 611MG: LEFT PAGN: MONOLITHIC 2—STORY 1— HR WALL SECTIONS & NOTES %150 MPH EXP. B ARCHrrECT: STATE OF FLORIDA ., D TM 11/09/16 BCALM: 1 /4"=1'— 0" m*mcmT D4e 1 PRECAST HEADERMIN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PM MIN 9NANK 91ZE145 MN HEAD 612E 300 MIN EMBEDMENT I 1/4') 8' FROM EACH END AND 18'" - — OZ. MAX MIN 1-1/4' EMBEDMENT w 2 X 6 (MN 2 X 3) 2-3/16 TAPCON s OR DRIVE PN (MIN SHANK SIZE.145 w_ — MN HEAD SIZE -100 MIN EMBEDI'ffNT 1 1/4') 8' PROM EACH END AND IB' OL. MAX MIN 1-114' EMBEDMENT _ 2 X 8 MIN 2 X 3) 2-3A6 iAPCON OR DRIVE PIN (MN SHANK SIZEJ45 MN HEAD SIZE 300 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4'.) SECURE TO SHEATHING W/ e' FROM EACH ENS ANDB' MIN. 2-12d PER BLK EA END O.C. MAX. MIN I-114' EMBEDMENT 1/16' 0815 SHEATHING CM WALL ARCHWAY DETAIL ri-IJ6" AND UNDER 1.1 SCALE: IR'•I'-0' DEL. TOP PLATE 2X4 16' OL. MAX SECURE 2X4 TO D W/)-12d • 6'-A' PIN MINR, SHANK SIZE - J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y' WM e' EA. END NOT TO ARGI-IUTAY EXCEED 16' OL. MAX 2X4 SOLID BT. PLATE BLOCKING SECURE IRE' PLYWOOD. TO SHEATHING WITH OR 1/I6- OS15. MN. 2.12d PER BLK EA END 3 'XTERIOR ARCHWAY SCALE: I/2'.I'_0• tO. 1,W OSB. OR T PLYWOOD SHEATHNG Q W SLOG. FELT 9O 24' WIDE 26 GA. GALVANIZED METAL FLASHING O MUST ADD DIS10, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. ® FIBERGLASS SHINGLES FIRE -rA5TRUSS 1/2, CLG. BOARD 4 TENT. SIMPSON SP4 2X4 DBL. TOP PLATE • EVERT 1/2' DRYWALL OTHER STUD 2X4 WOOD STUDS -16' OL, UN,O. ON TR.U58 PLAN 2X4 CONT. STRESS BLOCKING MID -WALL 2x4 PT. PLATE SIMPSON SPA a 1. OC. MAX r CONC. SLAB 2 9'a COOT. 1-STORY INT. BEARING WALL 6 SCALE:I2'•I' NOTE: FOR WALLS WIND UPLIFT OR HAS FLOOR LOAD ONLY. DO NOT INSTALL CONNECTORS. DEL. TOP PLATE 2X4 16' OC. MAX SECURE 2X4 W/2-%' TAPGONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE -100 MIN EMBEDMENT IV WAN 8' EA. END NOT TO EXCEED IBM OL. MAX 2X4 SOLID. BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER BLK EA. END WITH WINDOW �- SCALE: I/t'•I'-0' PRECAST HEADEWMIN) 2 X 4 (MIN 2 X 3) 1-3A6 TAPCCN OR DRIVE PIN (MIN SHANK 61ZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/411 8' FROM EACH END AND B• OC.MAX MIN I.1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/18 TAPCON OR DRIVE PIN (MIN SHANK SIZ EJ45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' OL. MAX MINI-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPGON OR DRIVE PIN MIN SHAIK SIZE.I45 MIN HEAD SIZE 300 IA&' OSB SHEATHING MIN EMBEDMENT 1 1/4') 2X4 I6. OL. MAX e' FROM EACH END AND 18' (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING — SECURE TO SHEATHIG W/ MIN. 2-12d PER BLK EA END ARCI-JWAY DETAIL ��16 AND UP (4 \D SCALE: V2'•I'-0' 5 CLOSED VALLEY FLASHING DETAIL Krs. DOUBLE TOP PLATE 2.4 CONTINOIS STRESS BLOCKING MID WALL 2x4 STUDS • I6' O.C. MAX, UG)N. J' T 4 G SU15FLOOR GLUED AND SCREWED AS PER FASTENER 801EDULE 1S7 FLOOR STUDS TO 2NO FLOOR STUDS SIMPSON MSTA-36 ® 32' O.C. MAX PRE -ENS FLOOR TRUSS DOUBLE TOP PLATE 2.4 CONTINOUS STRESS BLOCKING MID WALL 2.4 STUDS • I6. O4, MAX, UON. 1/2' GYP. WL, BD. SECURE BIT. PLATE TO SLAP W/ I'x5' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIK SIMPSON SP4 • 32' OC. MA: %;;-'\ INT. 2-STORY LB.W. SCALE: I/U'•I'-0' PR -ENO TRUSSES OR CONY. FRAMED RAFTERS a- OSB. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 2.4 BLOCKING UNDER WALL STUDS SCURE BETWEEN TRUSS BAYS W/ (3) 12d'a EACH END 2x DOUBLE TOP PLATE STUDS • 16, OC. MTS-12 a EVER STUD 2X4 BT. PLATE DORMER 8 ATTACHMENT SCALE:1/U 1-0' DBL. TOP PLATE SECURE 2 X RIP TO FIT W/2-12dS 6'-8- OC. MAX 1/8' TEXTURED FINISH 1/16' OSB SHEATHING 2 X416'OC MAX (WHEN OVER 16' IN HIEGHTJ 2 X 4 (WHEN OVER IW IN HIEGHTJ I/4' TEMPERED MASONITE GLUE 1 NAIL W2d'S e'-12' or - IF NEEDED. 2 X SOLID BLKYG • ARCH SECURE W/2-12d EACH END ATTACHMENT PER MANUFACTURER'S SPECS. MTL W[NW FRAME 440TE: NO GAP s WOW FRAME TO EXCEED 1/4' �1ARCHWAY DETAIL CUTAWAY ty SCALE: V2'•I'-0' 2 X 4 (MIN 2 X 3) I-3/16 TAPCON OR DRIVE PIN MN SHANK SIZEJ45 MIN 1EAD SIZE 300 MIN EMBEDMENT 1 1/4') R PROM EACH END AND 18' EXISTING BLK ABV. OC. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON 1/e, TEMURED FINISH OR DRIVE PIN MIN SHAY. 812E.145 MN HEAD SIZE 300 1/16' OSB SHEATHING MIN EMBEDMENT 1 1/41) 8' FRJI' '1 EACH END AND 10' 2 X 4 IS' OC. MAX, OZ.MAX. MIN I-114' L-TBEDMENT (WHEN OVER 16' IN WEIGHT-) 2 X 4 (WHEN OVER 16' 2 X 6 (MIN 2 X 3) 2-3A6 TAPCCN 16' IN HEIGHTJ OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 11/4') 2 X SOLID BLK 'G •ARCH SECURE W/2-12d EACH END 8' FROM EACH END AND 10' ATTACHMENT PER OL. MAX. MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL LLDW FRAME 1/4' TEMPERED MASONITE -Na.: NO GAP • WOW FRAME GLUE 4 NAIL W/Sd'S 8'-12' O.C. TO EXCEED I/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: IR'.1,_0• ASPHALT SHINGLES OVER W FELT ON 1/16' OSB. PR-ENG GABLE TRUSS SPF STIFFBACK (SEE SEALO ENG. PACK FOR SIZE 1 CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT CONT. 2.4 SPF RAT RN SECURED W/ l2) I"" • EACH TRUSS (2) 2.4 r2 S.Y.P. DIAGONAL BRACE W/ (3) 12d'c s EACH TRUSS (DIAGONAL X-BRACNG TO COVER 5-TRUSSES I' GYPSUM BOARD OR HIGH STRENGTH COG. NOTE: BOARD DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE • ANY SPAT B'-0' OR GRATER REFER TO TRUSS ENO. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-C' (DX -BRACE 30'-1' TO 60'-0' (3) X-BRAN ACE (1) X-BRACE • CENTER D (2) BRACE DIVIDED EQUALY FROM CENTER TO END GABLE X- BRACING SCALE. IRE'•1'_0' 2. RIDGE CNE SIZE LARGER THAN RAFTER SIZE MIN. (3) 126 NAILS OR MN. (4) 10d COIN NAILS Ixb COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4)10d CAN NAILS 2x RAFTERS INS NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) ed GUN NAILS • EA TRUSS RAFTER TO TRUSS MTS-12 CRATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE -ENO TRUSSES PRE-ENIG. TRUSS 10 CONV. FRAMED ROOF SCALE: 1/2--1--0- 0'-O' TO 30'-0' (U W BRACE 30'-I' TO 60'-0' (3)'XBRACE (I ')<' BRACE • CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGL456 SHINGLES OVER +30 FELT ON 1/1W OSB. (2) 2X4 -2 SYP DIAGONAIL BRACE — W/ 3-12d • EA TF41W ( DIAGCNAIL BRACE TO COVER 5-TRU55E5 2X4 BLOCKING WERE 'X' BRACING IS PRESENT 10d NAILS EA ENDTO TO TRUSS SPF STFFBACK (SEE ENO. PACK OR 4 CONNECTION) J SIZE 1 CONNECTION) 1/16, OSB SHEATHING USE 8d NAILS AT 4' Oc. EDGE 4 6' oc. FIELD 2X4 W/ 3/8' X 5 LAG �"' O - M 2 OR SIMP50N MST 24 • 32' OL. MAX , SHEATHING NAILING TO BE 6'-S' OC. IN FIELD 4' OCAALL EDGES W/8d NAILS TRJSS 24' OZ. IRE' CLC, BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2)12d s EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' OC. MAX. A,2-STORYGABLE END CROSS BRACING SCALE: I/2'•1'-0' • 1115 UPLIFT SIMP° 1 HTSM20 WAD 10d TO TRUSS AND (4) 1/4' x 2 1/4- TAPCONSTO CONY POURED LINTEL +2350 UPLIFT (2) SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL Wn0 10d TO TRUSS AND (4) 1/4' x 2 1/4' 12 T SS ANCH R RETROFIT Kra. 12 7 FINISH e LANDING i 3/4' PLYWOOD F.F. z _ DBL 2X6 S ----k -- - 1 1 36""'liN. FINISH 3/4' PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED THRU 3/4' FINISH 4a LANDING PLYWOOD INTO EACH STRINGER 3/4' PLYWOOD FF- LESS THAN 4' TYP. 3-2XI2 SYP STRINGER DBL 2XI2 2XI2 TREAD ETWEEN SPINDLES REINFORCED W/2X4 SPF�LOOR CUT TO FIT JOIST W/CONT. BEAD OF IXS RISER SUE5-FLOOR ADHESIVE 0' PL-400 OR SIMILAR e iNHAND RAIL EA HORIZONTAL RUN f SECURE TREADS TO STRINGER u QI W/(3)08 3' SCREWS 0 EA 4 I� V STRINGER, UNTHREADED SHANK 1/2' DRYWALL TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING IXIO TRIM NOTE: V NOSING TYP. STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) (3) 10d GUT NAILS MIN. TREAD 10', MAX. RISER l-3/4' 3/16' MAX. VARIATION IN RISERS TREADS _X mQ ADJACENT TO EACH OTHER SLEEPER INTO SLAB 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO SE i 3/4' +-I/4' OR PROVIDE EQUIVALENT GRASPABILITY 3 STAIR SECTION DETAILS WINDERS- MIN. 6' WIDE 6 NARROW END MIN. 11' WIDTH ® 12' FROM NARROW END 34' MIN. HANDRAIL HGT. Ir e r U r e e r a 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH:407-774-6078 FAX- 407-7744078 www.abdesfgngroup.c AA #: 0003325 F y 0 W O 4 CRi A F O aumxv. as LOT SILVERADO LOT #11 BLK #1 PROJECT# 04128.000-11001 MODIM 4EHB "2605-HAYDEN" GARAGE 81WING: LEFT PAGE: MISC. DETAILS V.150 MPH EXP. B ARCHITECT STATE OF FLORIDA ml n PRODUCT APPROVAL LISTING FL 10446-114 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10456-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17236-112 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17244-R1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17244 FL 6223-112 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 7473-116 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR FL 12019-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR FL 14039-112 PLYGEM SINGLE HUNG - 2014 FBCR FL 14634-112 PLYGEM SLIDING GLASS DOOR - 2014 FBCR FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR FL 14253-113 PLYGEM FIXED GLASS - 2014 FBCR FL 15217-114 MI WINDOWS & DOORS SINGLE HUNG - 2014 FBCR FL 13349-114 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2014 FBCR FL 15333-112 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR FL 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 15279-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5891-RS THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR FL 10758-116 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR FL 10477-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13192-114 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13223-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13265-112 FL 4103-118 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 05-19-16 A R C N 1 T E C T 8 1 6 Design Grou .! Al N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.abdmigngmup.wm AA 8: 0003326 A F b y 0 y 0 F Sxn3DIV. ae LOT: SILVERADO LOT #11 BLK #1 PltOM=T# 04128.000-11001 WODMA 4EHB "2605—HAYDEN" GARAGE 8MMO: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B ARCHnwr. STATE OF FLORaA D Tm 11/09/16 SCALE: 1/4"=1'-0" SFTEET D 6 REFORMED CONTROL JOINT- _ANGE OF CONTROL JOINTS TO a WIRED TIED TO LATH a S' L MAX (VERY,). NOTE: DO 2T FASTEN CONTROL JOINT TO JLL EVEN IF STUD EXISTS :POND EXCEPT STAPLES W/ ' LEG MAY BE USED TO TEMP. !CURE CONTROL JOINT JRING INSTALLATION ISTENERS TO BE SPACED T' D.C. MAX VERTICALLY 1 H SHALL NOT CONTINUOUS 'OUGw CONTROL ITS BUT SHALL STOPPED AND J AT EACH SIDE k THICK, 3 COAT CEMENT / \ PLASTER \ W IRS LAYER -2, FORTIFIBER BUILDING PAPER TeI�AP�� � I.'I APPROVED METAL LATH FASTENED el'(VERTJ O.C. MAX AT SUPPORTS 046 LAYER'), STUCCO WRAP WOOD SHEATHING AS CI063 " PROVIDE 2X4 BLOCKING R \ PLACED FLAT MAX. 6' TO S' FROM CONTROL JOINT WHEN M. 1-1 CONTROL JOINT FALLS ON 'ASTENERS FOR LATH TO BE NAILS O\R �- / STRUCTURAL STUD APLES IN COMPLIANCE W/ ASTM C1063 WINE TIES TO BE (NO. IS) 0A1415' WIRE / BLOCKING SHOWN MAY BE IN ADDITI \ I WALL STUDS RECUIRED PER PLAN O"M" TYPE CONTROL JOINT OI. FOLD Rl1V IYD . Pr. A ®FOLD O1. FOLD eallARp Pr. A ]. OIEAeE . Pr.D 3. LREAdi . R. C ® ®•FOiD SHNGLE I 1,46.E DRIP EDGE, OVEIR.AP Y, ExtErD In• BELOW — dirATHNG, ra!CHAILCALLT FASTEN 4. OG. MAX Ol FOLD eVLWlD . R. A 3. Clf£ABE . A. D FOLD NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 4'x4' SELF-ADHERM, MEMBRANE 6' a VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE ENDS) 4 6- a HORIZONTAL LAPS. LATH VERTICAL LAP TO BeI' WRAP MATERIAL) OVER ALL SEAMS NEED TO BE TAPED APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE / I' OR LESS PIPE -- / \ PENETRATION M_LA_-TAL LATH \ \ X X X FLASHING — CUT AND OVERLAP GT,JE SIDE OF / METAL LATH SELFHING ING MEMBRANE —� c 01 WRB LAYER'), I ,' THICK, 3 COAT CEMENT STEP STUCCO WRAP PLASTER nM PAPER LAP t'�LOW O Y METAL LATH �' I WRB LAYER -2, FORTIFIBER UAFB LAYER 4, FORTIFIBER BUILDING PAPER BUILDING PAPER \ / WRB LAYER -1, STUCCO WRAP WOOD 6HEATHING INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS -- REOUIRED TO SECURE PIPE! WIRE TO FRAMING nlr� LA�TN ALL LAP R )-TAPER LAP SCALE, I I/2'•I'-0' (4) KICKOUT DETAIL OI. FOLD NW4FD . R.4 ). GIffASE . Pr. D 3.O ASE.R.0 1. FDLD D TD DYER iR. TILL n. c T011aea DOTTOn FLANGE s BOTTOM FLANCi T— OR— FOLD. 122 NaN. ]' THICK, 3 COAT CEMENT PLASTER WRB LAYER 7, FORTIF15ER BUILDING PAPER URB LATER •I, STUCCO WRAP LAP LAYS" OF M&DFYs W1PAP OVER NAILING FLArIC£. STOP WIND AefsoL I w 9. eHNGLE9 - 5xa WALL iL4d111G L' . Sao q DlTAIL)TALI "l�O yQ}P.L INSTALL KKIGOIIf (t FLAdING AT DOniDM GR � , 1 WALL NfERSECTIUD .. LL141 TRKQ � <DEND OR VERTICAL LATH & PAPER DETAIL NOTE, SIDE LAP6 OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0.0415-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN 9' (229-MM). AS PER ASTM C1063 10.1. FOR REPAIR OF TEARS IN WIRE, LAYERS, TEARS MAY BE PATCHED LUA40USE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK WOOD $TUC SHEATHING BUILDING - PAPER STUCCO — LePP.` — HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING WR5 LAYER "I, STUCCO WRAP 9' THICK, 3 COAT CEMENT PLASTER METAL LATH LAP WRB d TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALv. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT SHINGLE ROOF NG O"L" FLASHING N.T.S. 4• 6'x6' SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASH04G OVER APPROVED HOUSE WRAP. FLASHING i0 EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STEP 42 FLASHING WIFE LAYER •1, /— -- STUCCO WRAP IURB'LLAAYYER -2, FOW F15ER -- WE LpATHAPER 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND CNTO PIPE 4'a4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLA6NWJ^s TO EXTEND ONTO PIP£ --V CONT. BEAD OF SEALANT —INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING — ELA5TOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER FBC R703.6.01 EA.dm lathlno and plestMna Exhwiw use Gf porddM rennnena pincer ow odrp%wfih ps appl"o. repuidneMs of ASTM C 926-11A Installation of exferlor lathing and flaming shall comply iwM ASTM C 1093-1IA FENETfR ATION DETAIL Ij \ DRAINAGE PLANE (WRB LAYER #i, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — — — — — BUILDING; PAPER) METAL LATH x—x—x—x STUCCO L_=—__ a J WOOD SHEATHING �TllTTll1Z� SELF -ADHESIVE — NOTE: METAL LATH: LATH TO BE PER FBC R-103.�o.1 / ASTM C-04-1-12, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N IT E C T Design Grouirin.. 199:L M. RUIx/LLV RCN) — OLV V. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 IR 0 nr'n C F O IJVBDIV. & LOT. SILVERADO LOT #11 BLK #1 PROJffiCw 04128.000-11001 MODELT 4EHB "2605—HAYDEN" GARAGM OWMCI: LEFT PAGrh WALL ASSEMBLY DETAILS 150 MPH EXP. B oll ARCHITECT r11/09'16R: 1 /4"=1'— 0"ET WAS. BACKER ROD BACKER ROD WRB LAYER •I, STUCCO WRAP INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND 51DES ONLY. SEALANT IS TO BE TOOLED 50 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, Yi CAULKING B JOINT ALL AROUND PER FBC R703.6.01 Exterior lathing and plasterinng Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-11 A. Installation of exterior lathing and framing shall comply with ASTM C 1063-11 A. "X HOODED VENT THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIF15ER BUILDING PAPER WOOD SHEATHING DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD - CONSTUCTION -METAL LATH a' CMU VINYL CASING BEAD 31, W RAISED BAND _ V TO %' MID -WALL WEEP SCREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT 7C HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER *I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING PTIIT�IIIJII� SELF-ADHE51VE FLASHING — - NOTE: METAL LATH: LATH TO BE PER FBC R-103,6.1 / 45TM C-0471-12, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 6 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPEf OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESI' FLASHING (INSTA PER MANUF. SPE BUILDING PAPEf UNDER 'QUICK FI �1VENT PENETRATION 1-i SCALE: N.T.S. ELEC. METEF VERIFY LO F11CC� Iv rctc..tivt STUCCO SCRATCH COAT d 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I ELEC. METER FIELD VERIFY LOCATION _ 1 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM )R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC, WIRE PENETRATES CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER THICK, 3 GOAT CEMENT la' TO V MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME r0 SGRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D ISCONNECT ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HIOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOU5EWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z BEAI OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING WRB LAYER •I, STUCCO WRAP LAYER R, FORTIFIBER BUILDING PAPER METAL LATH WOOD T/S' TEXTURED CONSTRUCTION y�FINISH WOOD FASTEN TO WOOD STRUCTURAL MEMBER • T' O.C. MAX '% 8' CMU W TO' MID -WALL - , DEEP SCREED N FJ • 6' WIDE STRIP SELF - ADHESIVE FLASHING, CLEAN _. MA50NRY BEFORE APPLYING FINISH s MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 STET= #3 S' WRB LAYER "I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING X MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER '1 5TEfi APPLY 60 MIN GRADE 'D' FELTEl OVER 5ELF-ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER "I, STUCCO WRAP 5ELF-ADHERING MEMBRANE FLASHING �- WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMIERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #ro OELECTRICAL RECEPTACLE Alt C N I T E C T S 6Design Grouiri��. 141 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 m i ti cam, w 2 i 4 cam, A R 0 z $HIV Sag LOT SILVERADO LOT #11 BLK #1 PROJECT# 04128.000-11001 MODEL 4EHB "2605-HAYDEN" GARAGE BVING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B 01 ARCHITECT- STATE OF FLOFMA D TM 11/09/16 SCALE: 1 /4"=1' — 0„ eN,EET WA2 WOOD SHEATHING EXT. WOOD FRAMED WALL WRB LAYER'-, STUCCO WRAP 5UB-FLOOR DECKING WOOD STUCCO LAYER -2, FORTIFISER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS V HAT CHANNEL 2' THICK, 3 COAT CEMENT WEATHER RESISTIVE W/5/e' TYPE 'X' DRYWALL PLASTER BARRIER 'I 6' SAF. s TOP OF WEEP SCREED WEATHER RESISTIVE TO SHEATHING BEHIND WEEP SCREED BARRIER -2 4' POSITIVE DRAIN THICK 3 COAT CEMENRIEE WOOD SHEATHING LLEEP SCREED PLASTER METAL LATH WRB LAYER'-, /� , STUCCO WRAP / WOOD SHEATHING THICK, 3 COAT CEMENT PLASTER _ W SELF-ADHEREING AM -WIF -18 CUSTOM A I i FLA5HING WRAPPED i w TOP OF WEEP SCREED i �1: TO SHEATHING BELOW WRB LAYER'-, 4' POSITIVE DRAIN STUCCO WRAP WEEP SCREED - WRB LAYER 2, FORTIP15ER NO GAP IN FIELD ' BUILDING PAPER � (61-4011114 FOR CLARIFICATION OF ------------------ m i SEPARATE ACCESSORIES ONLY) 6' SELF-ADHEREING WRB LAYER -1,` FLASHING WRAPPED STUCCO WRAP ® CORNER OF CANTILEVER MICO AM66-WFWC-IW I 4' POSITIVE DRAIN A _. 2 u WEEP SCREED NO GAP INFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR CASING l0A BEAD DTL.Ca) CANT. SCALE: 11/2'=I'-0' NOTE: METAL LATH: LATH TO BE PER FBC R-103.ro.1 / ASTM C-&4-1-12, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION -WEATHER RESISTIVE BARRIER '1 -WEATHER RESISTIVE BARRIER '2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER VINYL CASING BEAD L NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR DRIP EDGE 11D INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CASING BEAD WOOD CONSTRUCTTON -WEATHER RESISTIVE BARRIER "1 -WEATHER RESISTIVE BARRIER -2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAIN WEEP 5CIZED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL }' THICK, 3 COAT CEME PLASTER VINYL (O,RNER BEAD -VINYL CASING BEAD 10 CANTILEVER DRIP EDGE Iwo M MR DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO FINISH LAYER (2 LAYER PEEL 4 STICK)-\IP L W PEEL < STICK s DR EDGE TO DECK I VXI 9/a' P.T. OR SIMULA WOOD (TREX) FILLER, CONTINUOUS WATER PROOFING let ' LAYER (2 LAYER PEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL ! STICK DRIP EDGE TO DECK I Yt'XI '/4 P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS YY; GAP FOR BACKER ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD � VINYL CASING BEAD —� COLUMN SHEATHING _WEATHER RESISTIVE - BARRIER -1 3' X 3' 26 GA. GALV, WEATHER RESISTIVE METAL DRIP EDGE ! BARRIER *2 SET IN FULL BED OF SEALANT, Yj' MIN. i 6' SAP. ' -C� SPACE FROM DRIP \Q PEEL 4 ST `CK FACE TO TREX 1 Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I I4' X 3' 26 GA. GALV. Y.' GAP FOR BACKER METAL DRIP EDGE ROD t SEALANT SET IN FULL BED OF Y4 GAP FOR BACKER ROD t SEALANT SEALANT, Jf' MIN. " VINYL CASING BEAD i ;- SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE VINYL CASING BEAD % BARRIER '1 --� WEATHER RESISTIVE WATER PROOFING`t BARRIER -2 LAYER (2 LAYER PEEL 4 STICK) \, \ DECK MEMBRANE, EXTEND OVER DRIP \PEEL 4 STICK - EDGE •• / I 3' X 3' 26 GA. GALV. SUB FLOOR METAL DRIP EDGESET YVINYL IN FULL BED OF SEALANT, FMIN.SPACE FROM DRIP FACE TO TREX 1�'XIV P.T. OR SIMULATE CASING BEAD WOOD (TREX) g) FILLER, ' WATER PROOFING let GAP FOR SEALANT LAYER (2 LAYER PEEL 4 OPT. BACKER ROD. O STICK) WRAPPED FROM BALCONY DECK TO MODIFIED w - CANTILEVER 3/4 RESILIENT THICK, 3 COAT CEMENT HAT CHANNEL PLASTER VINYL CASNG BEAD METAL LATH WOOD SHEATHING i WEATHER RESISTIVE BARRIER M 5/8' TYPE 'X' DRYWALL - RESISTIVE W/TEXTURED a PAINTED BARRIER BARRIER '2 FINISH -. 4' POSITIVE DRAIN d' THICK, 3 COAT CEMENT WEEP SCREED PLASTER l5HOWIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR BALCONY DRIP x—x—x—X I 11A EDGE INSTALLATION WOOD SHEATHING �I�TlllTll� SELF-ADHESIVE FLASHING — — — — — WOOD SHEATHING WEATHER RESISTIVE BARRIER •1 WEATHER RESISTIVE BARRIER 12 EXTERIOR COLUMN COLUMN SHEATHING W SAP. I YV.3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IX 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)4' MIN - SPACE FROM DRIP WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER THICK, 3 COAT CEMENT PLASTER METAL LATH U1COD SHEATHING YINTL COraNtFt EitAD J / (SHOW FOR CLARIFICATION OF VINYL CA51NG BEAD SEPARATE ACCESSORIES ONLY 1—HOUR BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (w/"T" VT ecuTT.Tr_1 — 2x FRAMING MEMBER WRB LAYER -1, STUCCO WRAP ' THICK, 3 COAT CEMENT PLASTER W1RB LAYER -2, FORTIF15ER 2 1/2" - CORNER BEAD BUILDING PAPER FASTENED TO SHEATHING m -1 ° O.G. MAX. METAL LATH THICK, 3 COAT CEMENT ' PLASTER WRB LAYER 01, ,;. STUCCO WRAP FLA&HINGDHERING� x.. --- — WOOD SHEATHINGS ' --- METAL LATH DRIP CAP -� WRB LAYER 02, FORTIFIBER BUILDING PAPER WINDOW FLANGE � 4 A CORNER BEAD C FRAME 1 `T' t'1 \ /�k 2 1/2 CORNER BEAD (FASTENER 4 SPACINGS a l' O.C.) CMU %' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C> BLOCK WOOD SHEATHING WRB LAYER "I, STUCCO WRAP 1 WRB LAYER "2, FOR C' BUILDINGS PAPER ! ' METAL LATH 9' THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) WRB'LAYER "I, STUCC WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER- :X� METAL LATH �-- J' THICK, 3 COAT CEt PLASTER 6'SELF-ADHERING FLASHING DRIP GAP WINDOW FLANGE 15B CASING BEAD 0) WINDOW (FRAME, NO BAND A R C R I T E C T S Design Grou E„e. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA P. 0003325 F w V W 0 0. O 0 F ae WTRADO #11 #1 # 04128.000-11001 MODRU 4EHB "2605-HAYDEN" GARAGE En"NG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT-. STATE OF FLORIDA f� D � 11/09/16 8CAT. 1 /4"=1'- 0" eats T WA3 w WOOD SHEATHING WRB LAYER W, STUCCO WRAP WRB LAYER •2, FORTIFIBER BUILDING PAPER —� METAL LATH I j' THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING VINYAL ANGLED CASING BEAD �f DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER (� BUILDING PAPER METAL LATH (EXPLODED J" THICK, 3 COAT CEMENT vIEW FOR PLASTER CLARITY) WRB LAYER "I, STUCCO WRAP vINYAL ANGLED WRB LAYER -2, FOF BUILDING PAPER - METAL LATH — THICK, 3 COAT C PLASTER 6'SELF -ADHERirl FLASHING DRIP CAP WINDOW FLANGE CASING BEAD � WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING ----------------------------------------------------------------- --- - ----- ------------------ Y.' GAP Ty" J' THICK 3 COAT CEMENT �CA51NG BEAD PLASTER _ THICK, 3 COAT CEMENT To TRIM PLASTER —METAL LATH SEALANT -- IX TRIM MEMBER g STUCCO TO - METAL LATH �\ SIDING TRANSITION u�RB LAYER -2, FORTIFIBER BUILDING PAPER 1 I SIDING WOOD SHEATHING ; I I WINDOW FRAME ,( /—__...____ __ __ WRB LAYER 02, FORTIRBER ; WRB LAYER -1 WRB LAYER •I, i .... BUILDING PAPER i STUCCO WRAP STUCCO WRAP / E-Z BEAD VINYL CASING 77,_..��,, ASING BEAD I �( (W/3/e' FLEXIBLE PVC BACKER ROD) 1 -ADHEREING / FLASHING OR PEEL 4 STICK SIDING TO STUCCO WRB LAYER "I, STUCCO WRAP, CASING BEAD WRAPPED AROUND FRAMING 18 MEMBER (CROSS SECTION) I 6' SELF ADHESIVE FLASHING I -.---WOOD SHEATHING I 2X FRAMING WOOD CONSTRUCTION MEMBER DETAIL BELOW EXPLODED BEYOND WOOD SHEATHING FOR CLARITY WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE --- BARRIER -2 ',(J X lY'LAP 91DING / / \ �__________—__' / W SELF-ADHERIWS__—_________________________________________________________________________________ ` WREV EAL VEAL / - FLASHING 6' SELF -ADHERING c -- �° THICK, 3 COAT CEMENT FLASHING L \ 1 �ry WEATHER RESISTIVE Ya" GAP TYP BARRIER -1 PLASTER WEATHER RESISTIVE CASING BEAD STARTER STRIP / \� \\ BARRIER Q SEALANT I TO WINDOW METAL LATH O CI I `\ �6' SELF -ADHERING D0 NOT OR j 1O CA FLASHMGC�ALVD METAL , GV'Z ALD METAL \ ' FLASHi WRB LAYER 02, FORTIF15ER I ' fLASHWG Do Nor cauLK oR I BUILDING PAPER IUIYaOD TRIMmME ER i ` \ SEAL OPENING I WINDOW FRAME WOOD SHEATHING ; STUCCO CASING \ i 6' SIMULATED , ; WEOD TRIM MEMBER SEAL GAP W/CAULKING APPROVED SEALANT 9TUCC0 CASING SIDING TO STUCCO 1 WRB LAYER 01, I Ca) BLOCK TO FRAME STUCCO WRAP I TRANSITION 6' WIDE PEEL d STICK OvER FLANGE ! WINDOW FLANGE METAL LATH NOTE; E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER FBC 2X FRAMING (W/3/a' FLEXIBLE PVC BACKER ROD) I LAR-103.6.1 / ASTM C-S41-12, MIN. 2.5 LBS. WRB LAYER *I, WIR5 WRAP WOOD SNEATNINC� PER SQ. YARD (UTILITY OR NOMINAL MEMBERLA:zl APPLY FULL BED OF SEALANT BETWEEN STUCLATH DOES NOT MEET SPECIFICATIONS) FLANGE a BUILDING WRAP BUILDING WRB LAYER *2, FORTIF15EIR = - oqf - WRAP BUILDINGPAPER f. I LIWOOD -------------------------------------- --------------------------------------------- �X UJRB LAYER #I, BEYOND BTRUCTION b'aeLf-ADHERING —___ I 1 WOOD SHEATHING FLASHING THICK, 3 COAT CEMENT -L ; 'I; STUCCO IURAP wEAT+IERRESISTIVE /� jl � WEATHER�SISTIVE PLASTER t {l BARRIER` LAP BARRIER RESISTIVE /// // \\ WMIN �BARRIrLAS STOP A E /J BEAD V V 3 N D O A IJ N G I �" WRB LAYER *2, I=ORTIFIBER k6 aIDNG ; Q �I �7 WEATHER RESISTIVE BUILDING PAPER 6' SELF -ADHERING 1 BARRIER M VINYL ANGLED FLASHING 1 WEATHER RESISTIVE CASING BEAD ( ` / BARRIER -2 VINYL CASING BEAD ! METAL L aT�-I STARTERBTRIP G' LV'DFLA IW. f �'�, ETAL ,�. ' 1 DD NOT CAULK OR I I i Z' FLASHING __ _ MAL OPENN,r. � Do NOT CAULK OR �" THICK, 3 GOAT CEMENT \ / SEAL SING (EXPLODED S G'V'D METAL ' / WEATHER RESISTIVE LEGEND NEW FOR PLASTER _' FLASHING BARRIER h TO LAP IY' X 6' SIMULATED b' MIN. ABOVE TOP CLARITY) W(SOD TRIM MEMBER Or 7' FLASHMG ,X E-Z BEAD VINYL CASINCs I Y' X 6' SIMULATED DRAINAGE PLANE (WRB 1 ®%FLLEXIBE PVC \\ i _ , WdoD TRIM MEMBER LAYER #I, STUCCO WRAP) / ' ' SELF -ADHERING 6' SELF -ADHERING FLASHING FLASHING ` WRB LAYER 02 (FORTIFIBER J(' THICK, 3 COAT �I ' SEAL GAP W/CAULKING CEMENT PLASTER I OR APPROVED SEALANT BUILDING PAPER) WEATHER RESISTIVE \ UEATHER RESISTIVE BARRIER -1 BARRIER 01 METAL LATH X-X-X-X WEATHER RESISTIVE E-Z BEAD VINYL CASING CASING BEAD � RAISED BARRIER -2 (W/%'FLEXIBLE PVC BAND (FRAME) BACKER ROD) stucco 1 A SIDING TO STUCCO UEATHERRESISTIVE x FRAME TO FRAME BARRIER'2 WOOD SHEATHING PTl/TllT/7ll%1 SCALE: 1 1/2"= i'-O" TRANSITION it ✓� SELF-ADHESIVE FLASHING ARCH I T E C T S qV.G 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m h U 0 a a 0 q 2 d sVBDiV. ae LoTil SILVERADO LOT #11 BLK #1 PROJM W 04128,000-11001 HODEIs 4EHB "2605—HAYDEN" GARAGE SI MG: LEFT PAGE: WALL ASSEMBLY DETAILS %150 MPH EXP. B DPA 11/09/16 SCALE: 1/4"=1'-0" ailEET WA4- CUT HC f AT 45' I. MODIFIED 11• CUT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I IINSTALL SELF -AC FLASHING NAILING JAMBS EXTEND I' BELOU FLEXIBLI 'DO NOT FIN TEMPORARILY FOLD -UP t SEC HOUSEWRAP(0 TUCK FLAP UND at HEAD FOLD HOUSEWI IN AT JAMBS 4 SLOPE SILL R NSTALL h' SELF -ADHERING -LASHING OVER vINYL HEAD -LASHING (WITH END TAMS) NAILING =LANGE EXTEND _ 9ELF-ADHERING -LASHING I' MIN 5EYOND JAMB =LASHING NSTALL VINYL DRIP �AP STEP 7 MIN ALIGN FLASHING W/ INT. EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGES.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE FOLD DOWN DIACIC ACRO WINDC 1PPLY 4g' NOM.— :ONTIN000S BEAD F SEALANT AT AMBS AND HEAD of IPPLY TO BACK OF 11NDOW NAILING LANGE IN LINE W/ 'RE -PUNCHED IDLES OR SLOTS. 11DE ADHESIVE — :XIBLE FLASHING VIER DRIP CAP ECTO-WRAP EOUIV) WINDOW FLASI�ING INSTALLATION DETAILS 1 � O (FULL WRAP) SCALE: NTS STEP 4 STEP 9 INSTALL PLUMB, L AND SCR; MANOFAC WRITTEN INSTRUCT APPLY MEMBRANE FLASHING OVER JOINT NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK T REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOT - ---- — �I SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C N IT E C T 6 Design PH: 407-7746078 FAX: 407-7744078 www.abdmigngroup.com AA #: 0003325 W h W 0 v Ul 0 IN J u aT.THDiv. ae Zo SILVERADO LOT #11 BLK #1 [PROJECT# 04128.000-11001 MODEIa 4EHB "2605-HAYDEN" GARAGE NVMG: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B mm 11/09/16 DCALE: 1/4"=1'-0" aiffiET V d A5