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Home My WebLink About6509 Wagon Trail St•. p Y I T ■ p T• • 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 PLAN REVIEW i DATE I CHECKED BY: 99 2605-HAYDEN" 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS • FLORIDA BUILDING CODE, RESIDENTIAL, ABV. ABOVE LAY. LAVATORY 5TH EDITION (2014) A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE Y.C. MEDICINE CABINET •ALL LOCAL AND STATE CODES ALT. ALTERNATE Mm MANUFACTURER AMP. AMPERAGE YIN. MINIM -OCCUPANCY - RESIDENTIAL, GROUP R3 BD. BOARD MID. MOUNTED -CONSTRUCTION TYPE - VB Cc CAB. CENTER uxe CABINETN.T.S. YTL NerAL NM YO SCALE • MIN. INTERIOR FINISH - CLASS B CLG. CEILING O.C. ON CENTER •BASIC WIND SPEED - Vult=150 MPH CUR CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON Vasd=116 MPH CPT. CARPET PH. PHONE • EXPOSURE - B C.T. CERAMIC TILE PLT. PLATE •1-STORY RESIDENCE - D. DRYER PLYWD. PLYWOOD •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DO DOUBLE DUAL GIAZEO P P.T.T . PAIRO.GG.. PRESSURE TREATED AND STATE CODES DIA. DIAMETER R. RISER DILL DIMENSION HAD. RADIUS DISP. DISPOSAL RAG. RETURN AM CHILI. OF DEEP REF. REFRIGERATOR ON. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL DETAIL S.D. SMOKE DETECTOR D.I. DISHWASHER S.H. SINGLE HUNG EA. W.A. EACH ELEVATION BHT. SHTHG. SHEET SHEATHING SQ.FT. CALC.'S EQ. EXH. EQUAL EXHAUST SHWIL SILL SHOWER SIMILAR EXT. EXTERLOR SL SLIDING SQ.FT. CALC.'S F.G./FX . FWD GLASS SL GL SLIDING GLASS F.G. FUEL CAS STD. STANDARD FIN. FROM SWS SHEAR WAIL 15T FLR LIVNG 1104 SQ. FT. FIR. FLOOR SECTION 2ND FLR LIVING 1501 5Q. FT. FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS TOTAL LIVING 2605 SQ. FT. FIG. FOOTING THE. THICK 431 SQ. FT. GA. GAUGE T.O.C. TOP OF CURB FORCN III $Q. FT. CAR. GARAGE T.O.P. TOP OF PLATE CAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB TOTAL 3153 50, FT. C.F.I. GROUND -FAULT CIRCUIT TIT. TYPICAL PATIO 80 SQ. FT. INTERRUPTER U.N.O. UNLESS NOTED CL CLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR HEADER WD. WOOD HOT. OR BT HEIGHT WDW. WINDOW INSUL INSULATION W/H WATER HEATER TNT. INTERIOR W.I. WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION K\JIE\N SATE_ CITY OF ZEpPHYCi ,:avp11.INC YVt�K�1i yi�rbE :f00�, pRD -71D 13 S I� L SHEET # INDEX OF DRAWINGS DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG I -FOUNDATION PLAN PG IA -DOWEL PLAN FIRST FLOOR PG IB-LINTEL SCHEDULE PG 1B.1-LINTEL LOADS PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PG 4D-FRONT & REAR ELEVATION "D" PG 5D-LEFT & RIGHT ELEVATION "D" PG 6-FRAMING PLAN ELEVATION "D" PG 7D-ROOF FRAMING PLAN ELEVATION "D" PG 7.1-CONNECTOR SCHEDULE 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 D1-MONOLOTHIC FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-MONOLOTHIC I -STORY WALL SECTIONS & NOTES PG D4-MONOLOTHIC 2-STORY WALL SECTIONS & NOTES PG D5-MISC. DETAILS PG D6-PRODUCT APPROVAL LISTING PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS : WINDOW FLASHING PG WA6-WALL ASSEMBLY DETAILS : SUB BAND GDesi Tn 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdwigngmup.com AA #: 0003325 F w N W 4 V 0 h a 4 O s, DIV. & LOT: SILVERADO LOT #20 BLK #6 PROJECT# 04128.000-02061 MODEL 4EHB "2605— AYDEN" GARAGE VYING: LEFT PAGE: COVER PAGE 150 MPH EXP. B ARCHLT'tCT STATE OF FLORIDA DATE° 11/7/17 SCALE: 1/4"=1' - O" HiILT'&Z Of 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 A 15 (PSF) C. ROOF LIVE LOADS R301.6 I. -MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRnM I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH II. EXPOSURE CATEGORY B 111. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS t0.18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. DETAILS SHOWN ON THE WINGS E TO CONSIDEREDTYPICAL FOR ALL SIMILAR CONDITIONS. 7. ETAIL WN E DRAWINGS ARE BE 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3. 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 3B INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEIUNGS SEPARATING THE DWELUNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 Mg SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/: -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 18 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLDOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SRE 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 2,0W PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN Y. THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COWLES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPUCABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL RAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/.". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/.". 7. PROVIDE 5-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 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=1,100PSI Fv=175PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT UNITED 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. B. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R802.2.3 & 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"CDX PLYWOOD SHEATHING. PROVIDE PANEL -CUPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIDUS 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 -CUPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED ''/." SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH Zx STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2D07 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. SHALL BE UNTED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO I1240. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3181NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN'/. INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. FOR MORTAR JOINT THICKNESS TOLERANCES. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SINPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2. OF THE FBCR 5TH EDITION (2014). MANUFACTURER IN THE LATEST CATALOG. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 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 SPUCES 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 1'fF 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: /.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 2. WATER SUPPLY UNES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F19W 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). B. 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 P2503.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %e" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-tta & ASTM-131063122L 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - "L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS - WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS - DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-CI O63 -11A AND R703,6.1 OF THE FBCR 5TH EDITION (2014) &STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02108117 A N C N I T E C T t MDesign Glm. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 40T-774-4078 w .abdesigngmup.mm AA #: 0003325 F w h U m 0 F a m 0 6 0 2 � POOR. do LOT: SILVERADO LOT #20 BLK #6 PROJMT44 04128.000-02061 MODEL: 4EHB "2605-HAYDEN" GARAGE STUNG: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B AROHTECT STATE OF F�OFWA J { a ROLAND A. ABOl1CHACRA AR NO 93723 VATE: 11/7/17 SCALE: 1/4"=1' - O" BEEFY GN I 4' CONC. SLAB 6'-2' 4' 0' 9 0 F B 13 Q' -3 1/2' DI TYP. DI �— --- — 4' GONG., REINF. W/ 6'x6SLAB 1DI/2' DI WI.4XWI.4 WWM ON 6-MIL POLY- ETHYLENE VAPOR RETARDER I 0'-O'ELEv. ON WELL -COMPACTED CLEAN ■ FILL TERMITE TREATMENT SHALL FIN. CONG. SLAB BE BORA-CARE` ■ V 21'-0' 2'-9' 2'-9' 22'-10' 3-II' 1'-6' DI I ■ 13 I DI DI DI I' -II' �� + w +' II' 10' 8' 6' Il' 5' rh If m 31 DI L--- --J r-� t Iti o I ( LAv EXTEND °I 0 a coNc. 1 \ SLAB I I/Y — L �J-------- \_J m SLAB ■ 2X12 N.B. W.H. -5 I 9 3'-6, 4. _`r 5TU5 UP r — — TO 2ND FLR OPT. V-4. 9,_0. I REF. I `0 GOND. L--J in �' I I' PVC CHASE ■ BOLLARD FOR ELEC. TO ■ AS REQ. PER 30'X30'X12' GONC. I ISLAND BLDG. CODE PAD W/3-5 BARS 24'X24'XI2' GONG. E.W. ON CHAIRS I m PAD W/3-5 BARS 4' PVC MIN. 3' COVER 6B E.W. ON CHAIRS m CHASE DI — MIN. 3' COVER I — a0 ° I I e $a� I I I ■ w EXTEND 0'-0' ELEv. ° W O S SLAB I I/2' FIN. CONC. SLAB I DI WazU° J w U U I --- ----- — 1 1/2' 133 1/2' 4 I pl I'-0' 2' 10' DI ~O DI 3'-4' 13:_8. 21'-5' 0 9 CONIC. 0-LL ■ ■■ ■■ ■■ v SLAB 9 II q aid 4 r ■ L-- I 1 L------DI J ■ - DI FOUNDATION PLAN NOTES: - VERIFY CONDEN5ER PAD LOCATION WITH 51TE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014) 24'X24'XI2' CONIC. PAD W/3-5 BARS E.W. ON CHAIRS MIN. 3' COVER (3 TYP.) 2' VTR t 1.1/2• \� 2' VTR LA L4�-112'I�.2. 2 fT 3 TUB 3, I W45NER/I I 3 r V VTR' 61fJn, ' I r 3' 2" 1� l\ SINK W/ r�TCWEN'' I 4UTO VENT I r��yyi -I II1G. UP Aj th 1-1/2' I LAV � I Tub 2, a 2' MAIN PLUMBING RISER NOTE: ALL PVC PLUMBED TRAP5 ARE TO BE 'P' TYPE 'S' TYPE ARE PROHIBITED. SECURE 5TRAP TO UNIT W/ (2) -5x1 1/4 A/C SHT MTL SCREWS UNIT SIMP60N WB ROLL STRAP OR EQUAL SECURE STRAP TO CONIC. CONC. W/ (2)-3/16'XV SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD 0 12' FROM STRUCTURE A R C R I T I C T• Desigr _rn PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngmup.-m AAO:0003325 D y W 0 4 h 0 4 POOR. de IAT: SILVERADO LOT #20 BLK #6 PROJECT# 04128.000-02061 7[ODETt 4EHB "2605-HAYDEN" GARAGE 9RING: LEFT PAGE: FOUNDATION PLAN %150 MPH EXP. B ARCHRECT-. STATE OF FLORIDA DATE,- 11/7/17 SCALE: 1/4"=1'-0" SHEET DOWEL PLAN -104 A R C N I T! C T i 6 Design Gr u �.. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.-m AA M 0003325 W h V h O F 4 V h C F C ti < SVHDIV. & LOT: SILVERADO LOT #20 BLK #6 PROJECT* 04128.000-02061 MODEZA 4EHB "2605-HAYDEN" GARAGE STING: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B ARCHITECT STATE OF FLORIDA DA� 11/7/17 SCALE: 1/4"=1' — 0" SKEET IA A i C N I T I C T i BEDROOLG.M #2 C LIVING ROOM 8'-8' CLG. II BATH 2 I I CLG. r 0 I I I I I I I I I I I I I I I I I I I I I I I O 0 Fo GARAGE 8'-8' GLG. 6068 5GD DINING ROOM 8'-8' CLG. 3068 W/ 0' TR4N6, 16'-0'Xl'-O'OND. L-7 ------------------ L-2 PORCH L-1 ------ ------------ L-6 L-9 LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SU55TITUTED IUITP LINTELS FROM ANOTHER MANUFACTURER A5 LONG: A5 THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE vALUES STATED 4^=44101114'M LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L I I1'-4' OF28-15AT L 7 4'-6' 8F8-15AT e ' L 3 l'-6' 8FI6-15AT L 4 l'-6' 8F34-15AT L 5 4'-6' 8FI6-05AT L 6 b'-b' 8FI6-IB/IT L l 5'-10' 8FI6-05AT L 8 - - (NOT USED) L 5 11'-4' 8F16-15AT YH: 4V!-I !4-bVl6 FAX: 407-7744078 wvlw. abdesigngrou p.com AA i#: 0003325 Z h U W 0 F a y C F O 2 � 9umm do LOT: SILVERADO LOT #20 BLK #6 PROJECT# 04128.000-02061 i[ODEL: 4EHB "2605— HAYDEN" GARAGE MVr MG: LEFT PAGE: LINTEL SCHEDULE 150 MPH EXP. B ARCHITECT: STATE OF FLORIDA 10, , A / —11 Dp� 11/7/17 SCAM: 1 /4"=1' — O" SFIEET I 5AFE LOAD T,45LE5 FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8' PRECAST 4 PRESTRESSED U-LINTELS 4~r4R"r GR4VITY LENGTH TYPE SUS 8F8-05 aF12-05 16-0 20-0 24- 25-0 32-0 SFa 1B 5FI2-15 8FI6-IB 8F20-IB BF24-15 SF28-I5 OF32-IB 2'-10'(34') PRECAST 2302 3166 4413 6039 1526 S004 10412 11936 3166 4413 6039 1526 9004 10412 II936 3'-6' (42') PRECAST 23(02 3135 3311 4659 6001 1315 5630 5541 3166 4413 6039 1526 9004 10412 II936 4'-0' C48') PRECAST 2029 2325 2496 3461 4435 5410 e384 1358 2646 4413 6039 1526 9004 10412 II936 4'-6' (54') PRECAST 1651 IS13 26,51 3403 4149 4896 5644 4021 6039 I526 5004 10412 9668 5'-4' (64') PRECAST 1154 Doi 1809 2311 2826 3336 3646 KII 2889 5051 6056 5400 6424 1450 5'-lO'l1O') PRECAST 912 1059 1414 1885 2304 2121 3131 2464 4144 5458 4431 52W e122 PRECAST 931 2101 3263 2146 3355 3911 4585 1255 2101 3396 1 5260 1 1134 8995 6890 1'-6' l90')PREGA$T 161 1029 1615 2385 1934 2439 2666 3333 1029 16I5 2610 3839 5596 6613 5041 9'-4' 1112') PRECAST 513 632 1041 1469 1210 1462 1154 2021 168 1212 1618 2544 3469 4030 3121 lO'-6'1126') PRECAST 456 482 am 1125 915 1122 1326 1535 658 1025 1514 2051 2114 3130 2404 II'-4' (13W) PRECAST 445, 598 935 1365 1554 2355 1193 2015 598 935 1365 1 1854 1 2441 3155 4044 12'-O'(144') PRECAST 414 545 564 1254 1659 2014 1510 1518 555 864 1254 1693 2211 2832 3590 13'-4' 060') PRECAST 362 421 126 1026 1331 1635 1224 1418 485 145 10le 1435 1555 2343 2320 14'-0'(168') PRECAST 335 3Bl 648 V5 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8'l116') PRESTRESSED N.R. NR NR NR NR NR NR NR 465 l6S 1310 1 2045 2610 3185 3165 15'-4' (184') PRESTRESSED N.R. NR NRKNR NR NR NR NR 420 635 1855 2310 213W 3410 Il'-4'(208')PRE5TRE5SED N.R. NR NR NR NR NR NR 310 530 1400 1500 2200 2600 19'-4' (232') PRESTRESSED N.R. NR NR NR NR NR NR 240 400 IOW 1400 1120 2030 21'-4'(256')PRESTRESSED N.R. NR NR NR NR NR NR 153 330 610 540 1340 1150 2110 22'-0'(264')PRESTRES5ED N.R. NR NR NR NR NR NR NR 160 300 510 BID 1250 1660 1910 24'-(OT288'J PRESTRESSED N.R. NR NR NR NR NR NR NR 130 r 240 410 120 1 10130 1 1350 1 1610 1" IATERIAL5 I. F'c precast lintels = 3500 psi. 2. F'c prestressed lintels = 6000 psi. 3. F'c grout - 3000 psi w/ maximum 3/5' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1500 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per A5TM A615 GR40 or GRoO. 6. Prestressing strand per 45TM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. 6" PRECAST 4 PRESTRESSED U-LINTELS `j^=r`CjRrn UPLIFT LATERAL TYPE LENGTH 5-I 8-2 BF12-IT 12-2T Ie-IT Fl6-2T 20-IT 20-2 F24-1 24-2 8F28-IT 28-2 EF32-IT 8F32.2T SUB 8F8 2'-10'(34') PRECAST 2121 2818 4101 5332 6569 1511 3055 2021 2021 2121 2184 39BI 5190 6401 1630 8851 3'-6' (42') PRECAST 2165 2289 3260 4231 5219 6204 1152 1251 1251 2165 22IS 3165 4125 SOV 6061 1036 4'-0' (48') PRECAST 1818 1989 2832 3680 4532 5381 6245 938 938 1818K1,4 2150 3583 4422 5264 6110 4'-6' (54') PRECAST 16602501 3251 4010 4161 5525 121 121 1660 2435 3111 3913 4658 5406 4' (64') PRECAST 1393• 2110 2141 3315 4010 4645 505 13532050 2610 3293 3e20 4549505 PRECAST 2l2• 930 2505 3084 3665 418 4181212 1615 2441 3010 35834151PRECAST 71 133 2250 2169 3290 3812 101 661 1141 1152 1 1684 21,32 2103 3216 3132 (9O') PRECAST 959• S12 1415 914 2354 2191 3240 651 990 1029 1466 1901 2 351 2191 3245 591 9'-4' C112') PRECAST 501• 612 380 269 560 852 2144 454 630 501 155 1192 1550 1310 2211 2634 1O'-6'(126') PRECAST llb• 498 133 1021 1261 1496 1131 396 493 lie Oil 1039 1389 Illl 2034 2358 IV-4' (136') PRECAST 666• 899 04 309 515 363 556 666 ! S S35 295 1595 1896 219E 12'-O'(144') PRECAST 601• 400 516 1001 1156 1312 340 494 631 456 209 1514 1199 2056 13'-4' (160') PRECAST 500• 340 14S31&35 686 841 99l 53 302 395 5-13 403 004 1361 16,31 1891 PRECAST 458• 316 lie 922 106514'-O'(168') 286 360 545 315 922 1254 1561 1516 PRESTRESSEDr145 243 295 459 591 -124 651 990 N.R 351 352 582 B52 1156 14V 1142 I5'-4' (IB4') PRESTRESSED 218 430 553 611 801 925 N.R. 321 325 542 l91 10-12 1381 1616 Il'-4' (208')F'REETRESSED 236 36I 4e4 561 610 114 N.R. 255 216 449 649 514 1121 1355 19'-4' (232') PRESTRESSED 20-1 313 401 450 5i5 e6l N.R 204 23S 353 550 136 340 1160 21'-4' (25e')PRE5TRE55ED 166 215 356 433 Sit Seo N.R 112 142 212 336 411 635 801 993 22'-O'(264')PRESTRESSED 140 180 268 343 415 493 565 N.R I61 131 205 322 45l eol Ill 341 24'-O'(288') PRESTRESSED 121 165 244 312 380 441 515 N.R 135 124 186 290 408 538 6B0 833 -REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST LU/ 2" RECESS DOOR U-LINTELS 4^Xr-441INN C3RAYIT`r TYPE LENGTH m aRFlm-mB ar�Ia-m arF1a-m ar�n-m aRF26- 9iF3m-mB RU6 aRFb-IB aRFIV-16 aRF14-I13 SWIS-15 SW22-15 OW26-IB SW30-IB 4'-4' (52') PRECAST 1489 153I 1521 3053 3412 2962 4982 3954 6412 4923 1941 5SO4 9416 6850 10818 4'-6' (54') PRECAST 1351 1449 2182 2114 3e00 4461 5315 6264 1102 3412 4982 6412 1941 9416 1081E 5'-8' C68') PRECAST 532 1602 IS50 2058 2S66 3015 3585 I85 1153 2I62 4014 6412 6516 1 5614 6839 PRECAST l35 119 IS00 144E IS24 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 6'-8' (80')PRECAST 522 90l 16il 2933 2516 3223 3512 4522 30l 1611 2933 4100 6130 8111 (1101 1'-6' (90')PRECAST 665 161 311 2252 958 2451 2944 3439 le4 1311 2329 3609 5492 6624 5132 9'-8' (116') PRECAST all 420 834 1253 loll 1342 1614 1886 535 928 1491 2I19 2618 35c6 2815 S" PRECAST Ul/ 2' RECESS DOOR U-LINTELS C,^=_C,AnM UPL IFT LATERAL TYPE LENGTH a136-IT eRF10-IT 8RF14-IT OWIS-IT IrRF22-Ir 8RF26-IT DW30-I 8RF 6-2T 5RFI0-2T 5W14-2T 8RFI8-2T 81F124T DRF264 DRF30-2 8 4'-4' (52") PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 1519 2339 3110 4005 4850 5696 4'-6' (54') PRECAST 1132 15ol 2311 3121 3931 4156 5511 853 1192 1455 2240 3036 3831 4643 5453 853 (68') PRECAST 924• 1112 lI95 2423 3055 3655 4325 501 Sol 924 1 1132 1141 2351 2.118 3603 4230 5'-10' (10") PRECASTR13 38 142 2352 2%5 3581 4198 469 099 1630 2286 2891 3491 4106 469 6'-8' CBO')PREGAST 882 1513 2042 2513 3101 3642 830 1100 956 1465 98l 250E 3035 3563 1'-6' (9O')PREGAST 691 1325 1810 2250 2153 3221 ll0 941 849 1302 1162 2225 2690 3151 9'-8' (116') PRECAST 433 Boa 1123 1413 1104 1995 516 614 1 521 1 1009 1 1369 1128 2085 2450 -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR S REBAR AT TOP MIN .(1) REQ'D 1-1/2' CLEAR TYPE DE51GNATION Q F =FILLED WITH GROUT / U =UNFILLED Q FQUANTITY OF "5 REBAR AT BOTTOM OF LINTEL CAVITY i 'A Z = CM.U. GROUT 8F1� - Z • =1�/IT III L � ' • • 'S REBAR AT BOTTOM OF LINTEL CAVITY NOMINAL WIDTN-j QUANTITY OF -5 NOMINAL NEIGNTJ REBAR AT TOP BOTTOM REINFORCING PROVIDED IN LINTEL 1-5ia'AcrUAL NOMINAL WIDTH 8' (VARIES) GENERAL NOTES L Provide Full mortar head and bed Joints. 2. Shore Filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed 1_/360 vertical deflection, except lintels Il'-4' and longer with a nominal height of 8' meet or exceed L/180. C, Bottom Field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Gast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 315 and ACI 530 SAFE LOAD TABLE NOTES I. All values based on minimum 4' bearing. Exception: Sare loads for unfilled lintels must be reduced by 20% IF bearing length is less than 6-1/2'. Safe loads For all recessed lintels based on 8' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Sare loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One '1 rebar may be substituted For two "5 rebars 1n 5' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away From the race of support. 8. For composite lintel heights not shown, use safe load From next lower height. 9- All safe loads In Units or pounds per linear foot. F—A R C N IT! C Ti Design Gr u .1 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngmup.mm AA S: 0003325 D s U W a a rn w c F 0 9LTHDIV. Z MT: SILVERADO LOT #20 BLK #6 PROJECT{% 04128.000-02061 M01)ZU 4EHB "2605—HAYDEN" GARAGE 61VMG: LEFT PACE: SAFE LOAD TABLES 150 MPH EXP. B. ARCHITECT-. r31*1 AATE. 11/7/17 CALE: 1/4"= l' — 0" Am P a E a PATIO OVERHANG B OF ROOF e ABOVE ------ -- 6065 S.GD I 30�F-SH EGRESS ® (2) 3052-SH LIVING j DINING -v BEDROOM 12 ROOM = ROOM 2T-0' I I � � ''' s IR-ISH 211 �B > a s BATH 2 I al I ^ m� 8'-8' cLG V.IG. r 0 LAV. 3' 4' wc. O v A I v � C.IV. II 9 A 91 I I y I l� z w 0 I I I m z 1 I I I 1 O Ir— j I I s l 9 1 I KITCHEN m m 0 I UP I N 9 1 8'-8• CLG. ro, 2-B r-- 10PT.. 1 b36— IREF v ^� L--"' 3-SH L.B.W. 42' P. HALF WH. ALL W/ GAP O STOR. SLOPED GLG. STAIR DATA 16 RISERS ° T54' _ �p G_ = v HB GOND. 15 TREADS ° 10' W NOSING BOLLARD AS REQ. 21'-4' L V. ARCH B 84'-0• 13'-01 PER BLDG. U CODE p B III o GARAGE FOYER e a'-e cLG n III III a FLEX e III — N 3068 w/ 10' TRANS. III ylllc a In m (��'� MT -' l2) 3�2-SH '-10' I -0 T-4' V-8' 21'-5' 16'-0'Xl'-O'O.HD.m PORCH I v 0 - e 4 10'-0' h'-4 FIRST FLOOR PLAN -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBE55GLA55 DOOR W/ TRANSOM (SINGLE ASSEMBLY) -20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ 5ELF-CLO51NG DEVICE PER SECTION R302S.1 OF THE FBGR 5TH EDITION (2014) EXTERIOR MASONRY WALL BFY,. HEIGHTS 8'-8' BRG. LOAD Bfa'.s. WALL UNO. ON PLANS SQ.FT. CALC.S 15T FLR LIVNG 1104 50. FT. 2NO FLR LIVING 1501 5a FT. TOTAL LIVNG 2605 60. FT. GARAGE 43-1 50. FT. FoRclw III Sa FT. TOTAL 3153 50. FT. PATIO 80 SQ FT. C DBL. TOP PLATE 0 m q) AR DETAIL SCALE: IR'=I'-0' 0 DIM VARIES m m 0 = ro - � R CMFONW AND CI AMM WPD LOADS BASYC WND E FORM FOR S SEC= OUSTS OPHm SOUAw ZONE 150 WH WIND M10 R9W U NVTYPE FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA 16010 O.A.D. 112 5 21/-25 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT—lI, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.JAE THE FBCR 5th EDITION (2014) TO MEET TESTED ALLO OR NOMINAL WIND LOAD VALUES FROM THE PRODU MANUFACTURER. CONTROL DATE A R C N I T E C T 3 „Des.,gn PH:407-774E078 V FAX: 407-774-4078 w .abdesigngroup.wm AA #: 0003325 F w y 0 4 O 0 2 � ST(TSDIV. do LOT•11 SILVERADO LOT #20 BLK #6 FIMJECTYIS 04128.000-02061 MODEL- 4EHB "2605—HAYDEN" GARAflE SWING: LEFT PAGE: FIRST FLOOR PLAN 150 MPH EXP. B ARCHITECT-. STATE OF FLORIDA DATM 11/7/17 SCALE: 1/4"=1' — O" SFIEET THE CLEAR SPACE BETWEEN THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 112' HANDRAIL a 36' AS PER FBGR R311.182 W/ 2X4 RE-INFORCING NOTE: I. HANDRAILS SHALL HAvE EITHER A CIRCULAR CROSS SEGTIC DIAMETER OF 14'= 2' OR A NONCIRCULAR CROSS SECTION WITH PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN E A LARGEST CROSS SECTION DIMENSION NOT EXCEEDING 2 1/4' SHALL HAVE A MINIMUM RADIUS OF 1/5'. 2. THIS RAILING SYSTEM IS DESIGNED TO RESIST A LOAD OF 5 FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN Al` DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIOt- SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 160-1.13.1 / F.B.G. 2014 HANDRAIL DETAIL J__J SCALE: 3/4'=1'-0' 42' H. HALF WAL W/ CAP 3/4' TK, SUB FLOOR GLUED 4 SCREWED PER FASTENER SCHEDULE 10'-0 3/4' 2ND FIN. FLR V-8' BRG. HGT. NOTE: STAIRS R15ER5 TO CONFORM TO FBGR 5TH EDITION (2014) MIN TREAD.0' MAX RISER.T 3/4' 3/16' STAIR DATA: MAX VARIATION IN RISER5RREAD5 16R a 1.14' ADJACENT TO EACH OTHER 3/5' MAX IS TREADS a VARIATION IN ANY R15ERrtREAD WANDR4IL CIRCULAR CRO55 SECTION DIA. TO BE 13/4' 10'• I' NOSING •-1/4' OR PROVIDE EQUIVALENT GRA5PA51LITT WINDERS- MIN W WIDE NARROW END MIN. II' WIDTH • IY FROM NARROW END 34' MIN. HANDRAIL W.T. NOTE: -ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL NAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 112' GYPSUM BOARDS. FBGR 302.6. 0'-0' FIN. FLR 4'-2' 1 4'-2' 3052-SP EGRESS C2©52 -5PE II CHASE UPSTAIRS I LIVING BDRM. # M V-O'CLG. CHASE W-O'CLG4. 8'-0'C DBL STUD DBL STUD 2'-4 '-0' X-8' 6'-0' al ti e BATH T #3 I 8 CLG. It 0 v 3-SN I LU 42' P. PAL LAUIC W/ CAP y :,r LAY. LAV. 4'-10'�LL 8'-0N �'� rt) 12'-0' "� 4,-0' 3'-4, '8 GLG. GI V.e 0 A I R I OPT. II OPT. I DN. � O� ° II W m I ti'�' v � m3 IR-ISH I I STAIR DATA �1 i0 I 8' f 0' CL G. v le,RISERS a 1S4' 15 TREADS a 10' — J9'-0' 3'-8' 0 3-5H L— W NOSING 22X36 IR-ISH l 6 ATTIC d .8 r0 2'-2• uu i0 2'-4' 13'-8' 'o'CCE55 6'-6"`�-10 3 3'-10' v 3'-0' 4'-4' 4X4 POST s BATH 4X4 POST _ 8 -0'e —CH ASE OWNERS — GLG. SUITE 8'-O' GLG. a I BDRM. #3 v Q V � (2) 3052-5H =I li EGRESS ? N YI v W.I. I� — 8'-0' CLG. 2 4 -514 3052-514 3052-SH M 55 EGRESS SS 3'-6' T'-0' 7' O' 4'-2' SECOND FLOOR PLAN NOTE: 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID (2) LAYERS OF 3/4' PLYWOOD SECURE TREADS TO STRINGER ^ u T T DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE OR (2) LAYERS OF 3/4' 5US W/(31'8 3' SCREWS EA AH lJ FLOOR MATERIAL RIPS FOR STRINGER UNTWREADED SWANK SOLID NAILING TO EXTEND BEYOND THICKNESS .� OF SUB -FLOOR SHEATHING B \ \ \ /4' KICK 42' P. I/2 W/ PLATE I' MAX \ N05NG CALL \ 10, MIN. STOR. 3-2.12 SYP STRINGER \ REINFORCED WRX4 SPF \ Y W/CONT. BE OF SUB -FLOOR ADHESIVE L Q M-400 OR SIMILARE EA HORIZONTAL RIN n \ `D U m \ ILp0 2 X 4 RE-INFORCING a EA. 2 X 12 STRINGER SECURE W112d W-8' OC. \ STAIRDETAIL SLEEPEMA5ONR INNTTO 5LAB WITHIN B' OF EACH END, 32' OC. MAX 0 s ARCHITECT • Design Grou i.` 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.wm AA #: 0003325, F y V W 0 a h 0 `c c: o 2 � FBLK LOT. DO 0 04128.000-02061 KODSk 4EHB "2605-HAYDEN" GARAGE BRING: LEFT PAGE: SECOND FLOOR PLAN 150 MPH EXP. B ARCHITECT STATE OF FLORIDA DA11/7/17 SCALE: 1/4"=1' — 0" BFIEET 3 3TD. CALCS - OFF -RIDGE VENTS ONL LREAOFATTIC = 15115 SO. FT. VET FREEVENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 1%5/300 = 5.28 JENTIIATION AREA X SO, INCHES PER FT. 4L") = 70.8 SQ IN. /-2T'-T 1/4' BRG. HGT. NIN.REQUIREDVENTIUITION = .5X 7W.8 _ _ _ _ _ SHINGLE N UPPER PORTION OF ATTIC ROOF - MA SQ.IN. FYPON I&'X4W 12 DFF RIDGE VENTILATION AREA = 115 SUAMPERVENT DECORATIVE SHEATHING i0 LAP &� MA/11S SHUTTER OR FRAME TO GABLE FYPON IWX48' TOTAL# OF VENTS REQUIRED = 3.307W EQUIVALENT CONNECTION 12' MIN DECORATIVE TOTAL#OFVENTS PROVIDED = 4 14'-0' 6'-4' II'-e' SHUTTER OR 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESSTHE OVERHANG W RAISED EQUIVALENT (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) BAND 7A IS'-0 3/4' 2ND FLR 8'-0 3/4' 2ND FLR BRG. W T. 0 JiL — — — — FYF'ON 16'X62' ❑ DECORATIVE U U ' FYPON SHUTTER OR 8A 5 t2 EQUIVALENT I2'-0' 10' 3�-4. MINN . ,,, dl oA BKTIIXIlOR 4' RAISED H U] 1 S A r ~ A I TYP. EQUIVALENT BAND MIN. — 5 " 9 I 10'-0 3/4' 2ND FIN. FLR A J�10'-O 3/4' 2ND FIN. FLO 7B — W-W BRO. HGT. _ _ — — J.W-8' BRG. HGT. W RAISED BAND q 6' RAISED I ®® 1 p 1 >AA I to 1F BAND (TYP.) 1/0' THICK 3 COAT CEMENT TFA TyP. PLASTER OVER GRADE 'D' FELT PAPER I"PTAL LATH COACH LIGHT 4' RAISED OVER APPROVED HOUSE WRAP ' FELT OR GRADE 'D' FELT PAPER - r BAND (TYP.) 8' RAISED 4'x4'GALV.'L'-TYPE A BAND (TYPd FLASHING SET IN ROOFING CEMENT 0'-0' FIN. FLR - 0'-O' FIN, FLR FIBETd3LASS SHINGLES OVER 03 2x6 LEDGER SECURED _ _ _ _ FELT PAPER ON 1/I6' OSE3. IU/ 1/4' x 4' LAG BOLT SHEATIJRJG OR IR' CDX 0!/ 2' Dld. WASHER PLYWOOD SECURED PER 24'OG..UL MAX NAILING SCHEDULE z6,RAFTERS 6 FRONT ELEVATION .e'-a• BRG. HGT. TEXTURED FINISH LUS26 W/ (4) 10d's TO LEDGER AND (2) 10d's TO 2.6 JOIST 2X6 LEDGER W/ IR'.5' THREADED ROD 32' O.G. MAX. SET IN SIMP'SON 2'-0' NIGH STRENGTH EXPDXY 6'MN EMBED. V2 THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY OFF RIDGE VENT OFF RIDGE VENT 612 nR00F C S.G.D. t-1 SCALE: 1/2' 1'-0- W-0 3/4' 2ND FLR BRG. HGT. — — — I'.0' 12 u 5 u 6 iV IL A A I MIN. Ir� 1 1 wA 10'-0 3/4' 2ND FIN. FOR. 5 B'-B' BRa HGT. ElEllRA i0 0'-0' FIND'-0' FIN. FLR REAR ELEVATION TEXTURED FINISH _ �18'-0 3/4' 2ND FLR ERG. HGT. II IA" III �10'-0 3/4' 2ND FIN. FLR. �'-8' BRG. WT. ❑ II ITyP _ _ r �'-0' FIN. FLR. A R 6 N I T! 6 T i _ Lresiin PH: 407-77' i778 fAX: 407-774-007. W W W.abtlesigngroup.Dom AA #: 0003325 F U W 0 a y C F O a I SILVERADO LOT #20 BLK #6 PROJECT# 04128.000-02061 MODEIe 4EHB "2605— HAYDEN" GARAGE 9T►IWG: LEFT PAGE: FRONT & REAR ELEV. "D" 150 MPH EXP, B ARCHTECT STATE OF FLCfUDA Nq-_17 ROLAFD A ABOUCFiAC9A AR NO 93723 I8C,S* IM 11/7/17 ALE: 1 /4"=1' — 0" Z= LEFT ELEVATION TEXTURED FINISH I�6 OFF RIDGE VENT FRAME DOLLN FOR FYPON 5KTIIXI-1 OR EQUIVALENT IS'-0 3/4' 2ND FLR — — JIB'-0 3/4' 2ND FLR R BG. W.T. — — — — — — — — — BRG. HGT. L) L) II 4A A 12'-3' 12'-3' 12'-2' TYP. A 4 11A tlA I I 10'-0 3/4' 2ND FIN. FLR �10'-0 3/4' 2ND FIN. FLR V-8' BRG. NGT. — — — — — — — — — — 6 — V-6' BRG. HGT. rA� A 1!A A 2_0 16 RA ITYP. 0'-O' FIN. FLR L I I J�0'-0' FIN. FLR. RIGHT ELEVATION TEXTURED FINISH A R C N I T! C T s _ D lain PH: 407-774-60'a FAX: 407-774-007. www. abtl esigngrou p.com AA #: 0003325 F x y U V O F a m m c 0 � a J 8U8DIV. de I.oT: SILVERADO LOT #20 BLK #6 PROJECTIO 04128.000-02061 AcoDZI . 4EHB "2605— HAYDEN" GARAGE 8'1►UCG: LEFT PAGE: LEFT & RIGHT ELEV. "D" 150 MPH EXP. B ARCHITECT STATES OF FLORIDA 'A ly : E a DAM 11/7/17 8CALE: 1/4"=1' — 0" SIECET 5 D A R C R I T R C T/ DENOTE RAT RN • W O/O MAX • • = DDIM 2)* STRIXY&a • V = MAX BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W12X4 BLOCKING o 4'-0' O.C. BETWEEN TOP CHORD 4 2X4 SYP "2 X-BRACING. REFER TO DETAIL 9/DS FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 2 OR SPF BEVEL GUT TO TRUSS TOP CHORD 111/10d x 3' NAILS • 6' O.G. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 1 REQUIRED FASTENERS. _______________ w rT411 LL LL I II II II II II II II II II 11 II II 111 II II II II II H H H H H NN N NN I I fl II II II II � I I I II H II I II II I I I I I I I I I III I FTI FTIIG I L TRUSSO4X6STlv H752I UBkw I I I I Ti PTO ' LAB .B B. . — FGI — — — (2) 2XI2 HDR Wl2) JACK t m STUDS EA. SIDE — r77 � w LL O LL m • m � III III LL C T = HUG-410 III II w FTGE II w-- ,.——I-- --- FRAMING PLAN CGA 01/22/16 (2) 2X& LEDGER SECURED W/ 1/4'X6' LAG BOLT WR• DIA. WASHER ® 24' O.G. Dell n Grou 1�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngmup.com 6. AA #: 0003325 F W h W 'o w 0 h y C sF 9 F eQe C SVHDXV do L074 SILVERADO LOT #20 BLK #6 PRGJECT# 04128,000-02061 xoaEi: 4EHB 2605- HAYDEN" GARAGE STUNG: LEFT PAGE: FRAMING PLAN ELEVATION >, D,I 150 MPH EXP. B ARCHfTECT� STATE OF FLORDA DRpE17 , 11/7/ 8CAUM 1/4"=1'-O" E E= 6 .. - DENOTE RAT FUN c W O/C MAX — = DEN01E 2X6 Sif�YiBACK s W 0C MAX BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING a 4'-0' O.C. BETWEEN TOP CHORD 4 2X4 SYP -2 X-BRACING. REFER TO DETAIL 9/Dr, FOR BRACING REQUIREMENTS FASTEN 2X4 5YP -2 OR 5PF Mm BEVEL CUT TO TRUSS TOP GHORD W/10d x 3' NAILS a 6' O.G. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS, TR.155 TO 4X4 F'05T (2) MT5-12 POST TO BLK NTT-4 TRU55 TO 4X4 . POST (2) MT5-12 POST TO BLK NTT-4 CJI CJ3 CJ5 y�1 ROOF FRAMING PLAN CCA 04/O8/15 TW55 TO 4X4 P05T (2) MT5-12 P05T TO ELK. NTT-4 --- TIRU55 TO 4X4 CJS POST (2) MTS-12 POST TO BLK. 4TT-4 CJ3 CJ I A R C R I T E C T i 14 6 f., Design LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde lgngmup.00m AA #: 0003325 J F Z v W 0 a C 14 C `d J u BT amv do LOT: SILVERADO LOT #20 BLK #6 PROJECT# 04128.000-02061 MODEL: 4EHB 2605— HAYDEN" GARAGE 817MG: LEFT P" T�00F FRAMING PLAN ELEVATION „D„ 150 MPH EXP. B ARCHITECT STATE OF FLORIDA ]DATIM 11/7/17 SCALE: 1/4"=1 ' — O" m*Kw T 7 D CONTROL DATE: 01-05-I1 CONNECTOR SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-18 1625 (a) 10d x 1 1/2' I -PLY, (6) 16d 2-PLT, (U5P: (10) Od X 1 1/2' - NO 16d OPTION) (2) META-16 1985 (2) PTA 16-18 2800 (lo) Od x 1 1/2' I-P'LY, (USP: (10) 10d x 1 I/2') 2515 (14) I6d 2-PLY (USP: NO I6d OPTION) HETA-16 1510 PTA 16 1810 (9) 10d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) Od x 1 1/2', NO I6d OPTION HETA-20 ISO PTA 20 1810 (W IOd x 1 I/2' I -PLY, (5) I6d 2-PLY U5P: (10) Oct x 1 1/2', NO Ibd OPTION (2)HETA-20 2035 (2)HTA-20 3230 (10) Od x 1 1/2' I -FLY U5P: (107 Od x 1 1/2' 2500 (12) Ibd 2-PLY (USP: NO I6d OPTION) Z LGi-1 2150 LU3T-2 1550 (V - I/4' x 2 114' TITEN, 2 (USP: BLK 1511/4' WB, WOOD 06) loci (n DETAL-20 2480 DWTA-20 2430 (15) - Od x 1 1/2, 1 PLY MOT 3965 MUGT 4115 (1)5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD N51-: (28) IOd TO WOOD) 1-IGT-2 10980 HUGT-2 9190 (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (16) Od TO WOOD (USP: WOOD (8) loci) HGT-3 10530 WU3T-3 986o (2) 3/4' AT.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD (U5P: WOOD (5) loci) LGT3-SDS25 3255 LUGT-3 3525 (12) SDS V4'x3' TO GIRDER (4) 3/8' x W TITEN HD TO WALL (USP: CONIC. (4) 3/0' X 5' WEDGE BOLT, WOOD (12) W525) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) Od x 1-1/2' (U5P: (10) Od x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN 12' EMBED), OW-SDS I/4'X3' TO WOOD (2) VGT 1185 NO U5P CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH 5TRENGTH EPDXY (MIN. 12' EMBED), (32)-SOS 1/4'X3' / 2 PLY MT5, 12 1000 MTW 12 1195 1141 10d x 1 111' (USP: (14) 10d x 1 1/2', (14) 10,1) HT5-16 1150 WTW 16 1260 (16) Od x 1 1/2' (U5P: (16) Od x 1 1/2', (16) Iod) HT5-20 14SO HTW 20 1530 (24) Iod x l 1/2' (USP: (24) 10d x 11/2', (20) IOd) HT5-24 1450 HTW 24 1530 (24) Od x 1 1/2' (U5P: (24) Od x 1 I/2', (20) 10d) LSTA-12 • 925 LSTA 12 930 (0) IOd U5P: (10) lod LSTA-18 . 1235 LSTA IB 1235 (14) Od USP: (14) Od MSTA-15 • 1315 MSTA-I8 1310 (14) Od U5P: (14) Od N MSTA-24 • 1640 MSTA-24 1640 (15) Od USP: (I5) loci CL MSTA-30 •• 2050 MSTA-30 2065 (22)Od U5P: (22)IOd �MSTA-36 • 2050 MSTA-36 2065 (26)IOd U5P: (26)IOd F- MSTI-36 3800 KSTI 236 3890 (36) IOd x 1 V2' U5P: (36) 1" x 1 IR' N MSTI-48 5065 KT51 248 5140 (45) Ocl x 1 112' USP: (48) Od x 1 1/2' 146 95O LFTA 6 1210 (8) 8d TO PLATES, 18) 8d TO STUDS 1U5P: (161 Bd x 1 1/2% (161 8d) 5P4 885 SPT 4 945 (6) Od x 1 1/2' TO STUDS U5P: (6) Od x 1 1/2' TO 6TUD5 A34 395 MP 34 380 (4) " x 1 1/2' TO BEAM, (4) Bd x 1 1/2' TO POST. U5P: (4) 6d x 1 1/2' TO BEAM, (4) 8d x 1 IA' TO POST. WCP2 645 HHCP 2 boo (12) Od x 1 1/2' USP: (10) Od x 1 1/2' TO TRU55, (10) Iod X 1 1/2' TO PLATE H10A 1140 RT 16A 1380 (IB) IDd x 1 1/2' USP: (9) Od x 1 I/2' TO TRUSS, (15) Od X 1 112' TO PLATE VGT 4 HDU4 4940 PHD 4A 5215 (16)-SD5 1/4'x3' TO WOOD, (10)-5D5 1/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WA5PER/2 PLT U5P: 5/5' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS VGT ( WD15 4540 TDX 10 IV140 (16)-51D5 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASWER/2PLY USP: 1/8' ATR MIN 1' EMBED SET IN NIGH STRENGTH EPDXY, (4) 1/8' THR)-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6115 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONC, (12) I6d TO WOOD U$P: SAME AS 5IMPSON ABU 66Z 7300 12000 PAU 66 2350 16005 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12)Ibd TO WOOD U5P: SAME AS 5IMP50N (n LTTI9 .. 1340 LTS 19 1205 !U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEDJ IN CONC, (S)IOd TO WOOD U5P: SAME AS SIMPSON O LTT205 ... 1500 LTS 205 U05 (I) 1/2' ATR IN HIGH STRENGTH EPDXY, (MIN. I.EMBED> IN GONG- (10)Iod TO WOOD USP: 3/4' ATR MIN T EMBED SET IN HIGH STRENGTH EPDXY, (10) Od, (10) Od x 1 1/T, 2-1/2' = (� Z HTT4 4455 HTT45 4160 (U 5/S' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC, (15) SD'10 X 1 1/2' (USP: (20) Ibd X 2-1/2') U5P HAS MORE NAIL OPTIONS: (20) Od. (20) 10d x 1-1/2', (20) I6d x 2 /2' Q HTT5 5010 HT145 5005 (I) 5/6' A.TR IN HIGH STRENGTH EPDXY (MR 1' EMBED.) IN CONC. (26) I6d X 2 1/2' (U5P: (20) I6d X 2-1/21) USP HAS MORE NAIL OPTIONS: (2B) Od, (26) Od x 1-1/2', (20) I6d x 2 1/2' HNDQII-SDS 25• 11,910 UPHD II 14395 (I) I' ATR IN HIGH 5TRENGTH EPDXY, (MIN O' EMBEDJ IN CONC- (24) 5D5 /:' x A' WOOD SCREWS (USP: (24) W53 WOOD SCR:W5) WD15 6645 TDX 10 10140 (I) 1/5' AB. IN HIGH STRENGTH EPDXY, (MIN. V EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (U5P: (4) 1/5' BOLTS) (n MIBHA 356/1175 3415 5330 NFM35X12U 2560 1130 SIMPSON: (U 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. TOP, (I) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. FACE, (18110d TO BEAM U5P: (1) V2' J-BOLT W/ MINIMUM 6: EMBED, 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAM5ET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ Vu MIN 5' EMBED DEPTH INSTALLED IN THE FACE. 04) Od AT JOIGT Q' W ( D HUSC412 !WOOD) 3635 2660 (FLR) HU94121F 3060 2110 (FLR) (10) I6d TO HEADER 110116d TO IIK70D U5P: SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) Z Q WUC410 (CMU) 1500 4WO 1-10410 IF 1305 5000 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) Od TO WOOD: (U5P: (1W V4' x Y W53 SCREWS, (10) Od TO WOOD. USP (20) 3/16' TAPPER•, (10) Od TO WOOD = NUC210-2 (CMU) IBM 5065 WD210-21F 1305 5000 (I5) 1/4' x 2-3/4' TITEN (S PER FLANGE) TO CMU, (10) Od TO WOOD: (U5P: (16) 1/4' x 3' W53 SCREWS, (10) Oci TO WOOD. USP (20) 3/16' TAPPER., (10) Od TO WOOD NUC110-3 (CMU) 1800 So85 WD210-31F 1305 5000 (IS) V4' x 2-3/4' TITEN (9 PER FLANGE) TO CI-N, 00) 10d TO WOOD: (U6P: (10) V4' x 3' W63 SCREWS, (10) Od TO WOOD. USP (20) 3/16' TAPPER•, (10) Od TO WOOD LGUM26-2-SDS 1430 5595 LGUM26-2 2125 ,065 (4) 3/5' x 4' TITER HD ANCHORS (2 PER FLANGE) TO CMU, (471/4' X 2 1/2' 5D5 SCREWS TO WOOD, U5P (4) 3/5' X 4' WEDGE BOLT•f 1153 UIOODECREWS HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. •• OOI COMMON NAILS CAN BE SUBSTITUTED WITH Od x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THI5 APPLICATION PRIOR TO INSTALLATION (n •. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOWDATION WILL BE 1' W 1— O A.TR • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC- VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION 15 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHOR5 WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMF-5ON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRC4GI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE ! MASONRY CATALOG C-SA5-2012 N USP STRUCTURAL CONNECTORS 20115-2016. SINGLE STORY APPLICATION 51ZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DEL 2 x 8 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 DOU1N STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-O' DBL 2 x 8 5'-0' TO 6'-4' D5L 2 x 10 V-4' TO W-O' DEL 2 x 12 W-O' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN M.) UP TO 5'-O' TO 8'-0' UN.O. 4'-II 1/2' 1'-II I/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 I 3 2 x 12 G2 5YP) 1/16' 055 NAIL (3) 12d TYP. 2x12 BM./HDR. 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/CONGRETE SHALL BE META-16 FLOOR TRUSS 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. TRU55 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRU55 MANUFACTURER'5 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 /o- MIN. 2X4 HIP CUT BLOCKING SECURED W/3-I0d GUN NAILS OR 3-12d NAND DRIVES m EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS. 1 EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRU55 BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 5F. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS, A N C N I T E C T 8 6 Msign Grou 1! 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 327W PH: 407-774E078 FAX 407-774-0078 www.abdesigngroup.rnm AA N: 0003325 F W y cam.. W .h- 0 a V h A F O O [: ly-WD V. Z L(OT: SILVERADO LOT #20 BLK #6 PROJECT* 04128.000-02061 MODEL• 4EHB "2605- HAYDEN" GARAGE OWING: LEFT PAGE: CONNECTOR SCHEDULE 150 MPH EXP. B ARCHITECT STATE OF FLORIDA DARTS 11/7/17 SCALE: 1/4"=1'-0" 8*IELR' 7.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 0, CUTLET t0 4R SFGLE POLE nOV CUTLET IIOV OUTLET N OF OUTLET WIRED TO sunrd GFI now OUTLET FAIIPED uLYdRID F.LI ITAFIPER RE516TANTW.$T l tt'PEl E@ 320V OUTLET 1.1 AX GOINEGTION GFI E- WATERi9GF QITLET OI'nIMD FAULT MTERiIPfER �j WITw SWITCH 3-WAY OFER $'4 SWITCM 4W4Y 0", L0 WALL IYCINTED LIGHT CEILING LIGHT VP PRotW \01 LIGHT & fe:cE66ED GGl1 Y14LL BGQY.E PRE-WRED eVENT. FAN I CFTI PER 56 A. VENT. FAIJ W:LIGIUT I ORi PER 6Q FT. w FlxrWa (SPECS TpD 6Y euE OEw 4x FLIIO�TSt' :.RUCs unAP AR�II,b k = � Y 0.UOFE6CENT _ _ _ .• FLAG -foil 4' TR— L-T 0 PANEL wilam METER OSD. elxaa= -TE.— ttHA� IRe� 5D. YI.LL t'I(ANTED pAttvvGAIX-It "UCLA C"TECTOR ® $)CO GAIQY.TI MOrbxIDE e1'ICKE D�EOTOR GQ'7� eAeAoc-LIP wl INiCR-OQNCOTED &TALL DE A D15tAN[ W NOT LEm TUG! 4 F!d?1 WALL ro10ANr LIDHT OUTLET GAe . TELERlPff JACK � Y411ER HEATER I TV.I rELEV151DN .lAGK � CEILMG BOX REOII TO DE SUPPORTED M JO I -sox AccoaDANCE uv sox Hl ED 41 gIGH FOR U' � ITARCED Ae eucH FOR M5F'EGtION 0.CL9 LKaiIT a OR.5EGu1eTT KE1.P4D HE PJ3. PUSH-dJttpl FOR CNRffB .--`�• u55 PORT 4OTE5: LOCATION OF TV JACKS . PHONE OUTLETS FANS TO BE VERIFIED . HOMEOWNER PRE-CCN5T1;aJCT1ON MEETING, ALL RECEPTACLES IN ALL HABITABLE ROOIMS TO BE ARC FAULT PROTECTED F'EF ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014), 20 AMP DEDICATED LAUNDRY CIRCUIT. GPI . ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASWER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI50T3 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 (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 51H ED (2014) PATIO I I � I PRE -WIRED CLG PAN , LIVING FFRE-WIRED \ BEDROOM2 \\\ cLG FAN I \ 6'-5' S.D. O — \ SWITCH IN \ CABINET —it Tl� lop \ 1 TO TND FL. OUTLET \ FOR DW I / 11 5/CO SWITCH \ I• It w BATH #2 y\( ® \ I m I�J v 1 1 4 (�I I T \ HITCHEN I Tb.I I I I I I GFI / WH P.B. FO I / GARAGE \ OPT. t J DOOR I 5/CO GFI REF I _ 7" COND. BOLLARD = — L — — J AS REQ. PER BLDG. I / CODE III PRE -WIRED CLG FAN FIELD W KEYLESS VERIFY Q FIXTURE \\ III LOG. FLEX IRRIGATION ,i.l, GFI FOYER \ III OUTLET . 6 GARAGE \III 45' AFF. DOOR I III GFI PREWIRE GARAGE -- ,, / GFI c B�F FOR PORCH - - - - - - -- --------- -------------- COACH LIGHT FIRST FLOOR ELECTRICAL PLAN FOR VENT OR MICRO I UNIT - NELU CI-4ART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP OEG CODE 91) HOUSE PLAN: 4EHH HAYDEN MODEL WAD INFORMATION VA E505 EQ I -fl— LIGHTING E e — PEP SQ - T815 A-- .-- A A EA moo cuff — HAMS PLATE RATING OR COONTOP/OVEN 1E000 —101 IE00 O1-R 5000 1 MICROWAVE ISOo t RBIRIGBAATOR IEOO 9UBTDTAL OF GENEIUL LOAD 3.215 P1ReT 10 1— OF GENERAL LOAD AT 100% loom REMAINDER OF GE.— LOAD A VA IIYm TOTAL HET GENERp1, LOAD EIEee 35 TON HEAT — (W/ 5NW EMERGENCY HEAT STRIP) E1 AMP z Ea0 VAS --- To. coo—YeTEM 40 AMP x E40 V 8000 NET GENERAL w 212ee NET TOTAL MV BBW TOTAL LOAD J.oeee CALCULATED LOAD FOR SERVICE some -/.- v_ ILZ 150 AMP SERVICE WORST - x1cIDaT xvsc LOAD useD FOR cALO11LAnONE.• NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA . 100%, REMAINDER . 35 % NET LOAD: 6,949 VA RANGE: 12000 . 10 % 8,400 VA DRYER: 5,000 . 109, 3500 vA TOTAL 18,849 VA NEUTRAL AAPACITY: 18,453 / 240 . 15 A '2 4L MINIMUM NEUTRAL CONDUCTOR PROVIDE 3-2/0 CU, THUN . I% CU IN 2' CONDUIT OR 3 14/0 AL, THLN . I% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT . OVERHANG) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE I50 AMP DISCONNECT SWITCH AND 12O/240 VOL GENERAL NOTES: M ELECTRIC METER IN I 14O E A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE PANEL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION 12014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150ARP B. ALL CONDUCTORS SHALL BE TYPE TLHN/THLLN UNLESS MCB NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY — ELECTRICAL SERVICE, PROVIDE 3 fl COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 210 ALUMINUM (A-) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE CABLE TELEVISION I ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 F4 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 Grou � �n LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 w .abdesigngroup.com L AA #: 0003325 J Z h O a h O IN 0 R a'u-MV. do I.07= SILVERADO LOT #20 BLK #6 PROJECT# 04128.000-02061 moaau 4EHB "2605— HAYDEN" GARAGE 8WING: LEFT PAGE: FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARCHITECT: STATE OF R-CMA UCRA23 D� 11/7/17 NCALE: 1 /4"=1' - 0" 8IIFET ELECTRICAL LEGEND SY/M5�0L DEFINITION NOTES -i—y 12EV CUTLET 20 AMP SIHOLE POLE ZIQ 110V OUTLET �V 110V OUTLET IR OF OUTLET WIRED to aura GFI 110V OUTLET Ed11PED WASRID (T—ER RESISTANT TTFE) 220V OUTLET fU CURE GONIEC110N Cal WTL�TERP`I�LF MTElaR11'tERT SWITCH SWITCH 3-W4T OPER W4 SWITCH 4-WAY OPER o I� L--T ANTED LIGHT CEILING LIGHT ,,O\VP LIaPOR PROOF `Q` RECE66m CAN WALL SCONCE PRE -CURED VENT. FAN I G+i'1 PER 9Q Fi. VENT. FAN WAGIIT I CRi PER 50. FT. V FIxTURE (6PEC5 TBD ET WILDER) FLuosmsc NT LIGHT ]-BULB WRAP ARG!!D k = 2'FLUOf£SCENT 4- RIlORESCENT 4' TRACK LIGHT 0 IMEL ME ER OSD. EHOI@ DETECTOR � TT SD. WALL FpIMEp DETECTOR BAn. YV NAFtowIWRE ® S/C0 cN®W NONO%ID EnOICE OFFEROR Bon BACK-Iw MTER-CGTI£cTED SHALL BE A DISTANCE OF NOT LESS PENDANT LGNT fV OUTLET r-•� ► TELEFIOBi JAIX � WATER IFATER DIECQIER AIR LONDITIONNG DISCONVEOT TEL[NSKII JACK RCW LIGHT 0 KEYPOPl. EEQR AD PE. FUdJ-pUfTQI FOR CHRE9 .-�- use i—T 40TE5: LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED r HOMEOUNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER PR OVISIONS ROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI s ISLAND (NOT ON KITGHEN CIRCUIT) DISWU45WER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 F5C 5TH EDITION (20I4). 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 FBGR 5TH ED 12014). ALL WORK TO COMPLY IUITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). ALL LAHFS SHALL BE SELECTED BY BUILDER AND 75% OF LIGHTING MUST BE SECOND FLOOR ELECTRICAL ]PLAN A N C N I T E C T N Desa 1ign Gr� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-GOTS FAX: 407-774407E w .abdesigngwup.com AA #: OD03325 N Z j V Z O F h Ta F C I � J S ILVERADO LOT #20 BLK #6 PROJECT# 04128.000-02061 i[ODEL• 4EHB "2605-HAYDEN" GARAGE Slr MG: LEFT PAGE: SECOND FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARig4n T' STATE OF XSMDA DARINT il/7/17 SCALE: 1 /4"=1' — 0" SHEET HVAC NOTES I. ALL MECHANICAL EQUIPMENT HS ALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE PATIO OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB < MASTIC. AND INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLA55 1 AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, NS ALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBGR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 I I 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION DIN6.NG (2014) MECHANICAL CODE 603.1 LIVI�IC 6' S/A RO M 'I. BATHROOMS CONTAINING 5ATHTU55, 5HOWER5, SPAS AND SIMILAR BATHING FIXTURES SHALL BE RO FROM MECHANICALLY VENTED IN ACCORDANCE WITH FBGR 5TH EDITION (2014) MECHANICAL CODE ABOVE SECTION 403. BEDROOM #2 5. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. I II 12X8 9. ALL FIRE RATED CEILINGS AND WALLS HS ALL HAVE AN APPROVED FIRE OR FIRE/SMOKE ----- / ----------------- I it DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCE55 DOORS TO fl-- -Z RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH ----- EDITION (2014) MECHANICAL CODE SECTION 601. II I n Q i --------- 14X6 12XI2 I I rI3 I 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. PA55 II I �'' TL� 7HRU I I� o O II. DRYER BOOSTER TO BE A FANTEGH DBF BOOSTER FAN OR EQUAL. BA- TH I FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. 50 X�------------- --- - - - - - - - I I O � r 0 I I I KITCHEN fo I I s�nOR.I I -'- NOTE: ALL HVAC TO HAVE PROPER WH PANS W/ DRAINS 0 1- , PAN. ATTIC I I - I I L - - J CEILING O O EXTERIOR WALL GOND ---- 12X5 AIR RETURN AZI PLENUM p y e 5/A SUCTION AND LIQUID FROM AIR SUPPLY y REFRIGERANT LINES ABOVE II III / AIR HANDLER--y EXTERIOR WALL y 3/4' PVG CONDENSATE DRAIN LINE 'III FLEX EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB FOYER III T REFRIGERANT LINES TO III PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE GARAGE IN AN APROVED DRAIN, AS PER --- FBGR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 3012.1.1 HVAC DRAINS PORCH FIRST FLOOR MECHANICAL PLAN 5GORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRA55 PLUG ll-� — FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 5240-K J05AM 56000 INSIDE I SERIES NICKEL BRASS TOP CAULK J I P.VG OPT'/SPEC - - v J.IINV. SEE � 517E PLAN FLOOR SLAB CLEAN —OUT (TYPN) COUNTERSUNK C.O. PLUG 6 SEE SPEC. _---------- _ � I'-O'X5' CONC. FIN. GRAD JI A!• r OR PAVING IT-I- r FITTING OR I EXTENSION TO SOIL OR WASTE AS REQUIRED I I J �- i INV�. SEE 51Y TE PLAIN NEXT. GROUND CLEAN —OUT (TYPN ) SECURE STRAP TO CONC. CONDENSER W/ (2)-3A6•X2' TAPCONS UNIT SIMP50N WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) -5XI 1/4. SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN GOND. DRAIN 3/4' DIA. OVER HEAD ® 12' FROM STRUCTURE LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE= SUPPLY TRUNK - - BROKEN LINE= RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN FL CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR O7 TPERM05TAT CSI PA55-THRU AIR GRILL 6 �ign Grou ,. 31 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-60TS FAX: 40T-T7440TS www.abdesigngmup.mm AA #: 0003325 y w 0 a 0 UJ MUM an►. & X'IS SILVERADO LOT #20 BLK #6 PROJECT# 04128.000-02061 MODEL 4EHB "2605- HAYDEN" GARAGE BIFMG: LEFT PAGE: FIRST FLOOR MECHANICAL PLAN 150 MPH EXP. B LF7 VATM., 11/7/17 8CATIM 1/4"=1'-0" slaZET 10 SECOND FLOOR MECHANICAL PLAN A R C N I T E C T R GWOU0.1 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.com AA #: 0003325 F y U W O F a ° 4 —m-0I7. ae W.—PA SILVERADO LOT #20 BLK #6 PROJECT# 04128.000-02061 1[ODEL: 4EHB "2605—HAYDEN" GARAGE 51WWO: LEFT PAffCOND FLOOR ECHANICA PLAN 150 MPH EXP. B ARCHITECT -- STATE OF R-ORIDA DAR 11/7/17 OCAIM 1/4"=1'-0" 9I�ET 1� ru s IEeae YERrIcuLr W corr. PouR C[LL xE @EFGY CODE Ff:TE FOR NRLATIOr1 R-vnL1Eb f' CRC. REM. W bM.' Y]AIQEfm YEM d _ � raiu® FFIeH b P4 - � y bEC13E P.r. er. Pure ro cRlc. W vLx,m• arrHIDR BOLT W r uYYeIER T' FYIeED. rrY1. 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[�, ; L� nMT �mRIER. b' M P 5E THRI FOOTN'a _ � A s • i ••� u�.ecTco a�F.AH F� E• r]esiEenR w uuIRE HORIZONTAL/VERTICAL ]'.I'nM L.r 4• 3 �RFe�ROM__ HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH %� REINFORCING U �y1BEARING CHANGE U OMITTED DOWELS ��A�m'.ra'��C� �1REBAR LAP AT FOOTING AT LINTEL CORNERS 1-STORY FOOTING D W/ BLOCK WALL ALL EXTERIOR FOOTERS AT FINISH SCAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A R C N I T E C T 3-1 q7u.G 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.mm AA #: 0003325 w h V W l O 4 N G r i 9umomm. & LOT: SILVERADO LOT ##20 BLK ##6 PROJECT# 04128.000-02061 MODEL: 4EHB 11 2605— HAYDEN" GARAGE OWING: LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B ARiCHFECT. STATE OF FLORIDA Dp� 11/7/17 aCALE: 1/4" = V — 0" S j IL r Y I r e e T• SECURE 2.6 MIN TO BLK W/ (2),Y r nSC�uT c2". WER SET F EPDXY 4' EMBED. 81 g 6EGURE 2x4 ON FLAT TO BLK W/ OUT NAILS. R SIDES, 2X6 GARAGE DOOR BUCK W/ (3) VXBJ-BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XK WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR NDR IN JOINTS PRIOR TO FILLING. I-2X6 PT BLOCK • CENTER OF DOOR HEADER W/(1)1{'X5' J-BOLTS 4' EMBEDMENT IN 2'X2'XVo' WASHER AND NUT It NOTES: I. ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT UANAUL'; uuux rQ1BUCK ATTACHMENT SGALEI/1'.I'-0' -H q - 111 11 2X4X4' 5EOURE TO TRJ55 W/ 3-12d W-W OC. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TO BLK W/ META-16 % 2'-0" EXTENSION ® OPT SERVICE DR. SCALE, I/2-.1'-0' 2X4 SECURED TO GABLE END W/(7Md•EA UPRIGHT 2X4 5ECIRED TO GABLE ENG IW(2A2d 6'-S' OC. II I / VrI Iy BLOCKING :x4 BLOCKING ING L-30 EA! EA. RAFTER RAFTER N25 EA. RAFTER :x4 RAFTER 24' OC. 2.4 FRAiING (TYP) �� FRAMED OVERHANG NOT USED %j-� STICK BUILT WALL DETAIL 1 NTs. PRE-ENG TRUSSES Wr TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CPoF'PLE STUDS • 16' O.G. MAX HEADER SIZE PER SIMPS N LSTA-12 • EA JACK SPAN CHART. STUD, BOTH SIDES OF OPENING, 2. 5TUO5 • I6' OC. MAX W/ SHEATHING. SHEATHING TO BE DOOR/ WITHIN I' OF WINDOW DOOR WINDOW OPENING AND SECURE PER OPENING FASTENER SCHEDULE `` KING 6TUD5 (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN �1 IT-- CHART FOR DETAILS AND ir SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 12d NAILS, TWO WITHIN 6' — FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED SP4 OR 45 • TOP AND BOTTOM PLATES • EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND /� TYP. EXTERIOR WINDOW DOOR FLR LINE. �1OPENING WD FRAMED (W/FLOOR TRUSS) SCALE: 1/2'.I'-O' FASTENER SCHEDULE ROOF DIAP-IRK.M USE T/16' OSB. OR 1/7' CDX PLY WITH'e RING SHAW GUN NAILS AT 4' OC. AT SUPPORTED PANEL EDGES AND 'S RING 5HAK GW NAILS AT W O.G. AT INTERMEDIATE 5UPPOW5. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE'S GUN NAILS • 4' O.C. EXTERIOR SHEATHING USE TAG' 05B. OR V ' PLY WITH 'S PoNG 9WI GUN NAIL5 AT 6' OC. AT PANEL SIDES AND 'S RING SHANK GUN NAILS 4' OC. TOP 9 BOTTOM PANEL AND 'd RING S O K GIN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANT MANUFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE S ed RON All )FIE 2 3/S' .IB IT0 TOP CORD BLOOKING AT 4' OR T O.C. MAX. IN FIRST 2 FRAMING NOTE: NAILS TO BE PFG- BY MEMBER OF INT. STAPLE, NAIL ! TOOL I. 13 ASSOCARINCAHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4 1 IN N HEAD 5- 2 INOH NAIL LENGTH SPADES AT EACH END. RAFTER TT2U55,�� ROOF SHEATHING �3 ROOF SPEATNING LAYOUT AND ENDWALL BRAGINCz BUILDING LENGTH FOR G,45LE END FRAMING 5P6 • EA STUD TOP BOTTOM PRE -END TRUSSES WRR155 CONNECTOR UP TO 1000 UPLIFT DOUBLE TOP PLATE SIMPSMSTA-24 • EA JACK 2x5 STUDS • 16' OC. MAX WU SHEATHING. SHEATHING TO BE IUTWIN }' OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE (2) STUDS, M JACKS • EA 51DE OF OPENING JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 12d NAILS. TW0 WITHIN W FROM EACH END 4 NO MORE THAN T2' OC. STAGGERED WINDOW SILL W/CRIPPLES 16' OC. DIA ANOHOR BOLT AT 16' OC. MAX WITH T' EMBEDMENT AND 2' DIAL WASHER SIMPSON MSTAM-24 • EA. JAM SECURED W/ SPECIFIED ANCHORS 2XS P.T. BOTTOM PLATE 4WINDOW OPENING ® 2—STORY WALL TRU55 T/16' 05.5. 2X4 BTM. PLATE 2X4 DBL. TOP PLATE 2X4 STUD 16' O.G. IAA 05.5. 1/1' AB. W/ MIN T' EMBEDMENT LOCATE 6'-B' FROM ENDS AND 32' O.C. MAX TEXTURED FINISH MT6 12 META-I6 32' O.C. MAX./- —MEW CMU WALL KNEE WALL DETAIL 2 TO BLOCK SCALE: U2'.I'-0' SECURE 2. TO BLOCK W/ TAPCON5 OR DPoVE PIN (MIN SHANK SIZE 1457 pIF seT (MIN EMBED. 1 I-) WITHIN S' OF EAOH END AND S' OC. MAX ' SPACING. j OSB. SHEATHING OR I' CDX PLYWOOD WALL �pq1ARCH WINDOW FRAME A SECTION SCALE: NOTE-TYP. EXT. SHEATHING ATTACHMENT lara aw.vac rni rune . a• o� FOR SHEAR 4 UPLIFT (OS.B. TO BE STRUCTURAL T_ or r orI eDr�n GRADE) REQUIRED EXCEPT FROM STUDS PLATE ARE NOT REQUIRED ET OEF? OPENINGS m 1gx V 3 u C'B RMG SHANK GWN NAILS Z 133j d • 6' OG. IN FIELD Q D � m LL TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0.56. TO BE STRUCTURAL GRADE) "J Iy 'B 2' DEOK SCREWS • 6'-W ii OC. MAX • EDGES '2. OC. MAX IN FIELD. UNTHREADED 'SHANK TO EMEND BEYOND' O THICKN:55 OF SUB-FLOOR y 5HEATHIW, TYP. EXT. SHEATHING ATTACHMENT p• FOR WALL SHEATHING (0615 TO BE STRUCTURAL GRADE) ' TYP. 3/4' TAG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENS. TTdUSS DBL 2X TOP PLATE T/16' OSS. CKI 2X BLOW, 2X STUDS K' OC. MAX. 2X BM PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 • TOP I BOTTOM COW. W/ (5) 12d NAILS BLK WALL J Y Oj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK TO OSB, O HORIZONTAL 2X 5PF. STRUCTURAL BLOCKING AT PERIMETER OF O.S.B. TO PROVIDE CONT. NAIL PATTERN Q3 REMAINING AREA TO BE 6HEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SlEATHMG • TOP OF WOOD FRAMED WALL TO BE STAG, ERED MIN OF 16'FROM SHEET BELOW 05 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 9 EXT. WALL SHEATHING SCALE: 1/2'.I'-0' Design Grou . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abd"Igngroup.wm AA #: 0003325 F h a V W O F a h 4 eF G [: C evsDrv. as W74 SILVERADO LOT #20 BLK #6 PROJECT# 04128.000-02061 MODEL 4EHB "2605- HAYDEN" GARAGE BVWG: LEFT PAGE: MISC. DETAILS 150 MPH EXP. B ARCHITECT STATE OF FLORIDA 1 _r r� �- 7 BOLA A- 93723 CRA DA= 11/7/17 BCAX=- 1/4"=1'-0" BIUMT D 2 FIBERGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR R905.2.1 ON J' O.S.B. SHEATHING OR 2' 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 EMBED. STRAP VERIFY W/ TRU55 PLAN % THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY WOOD No on TEE ENERGY CODE FORMS OR INSULATION R-VALUES GYPSUM BOARD OR �, WIGI TRENGTH CLG. BOARD :ONG. FILLED LINTEL BLK W/ ) "5 REBAR CONTINUOUS 'RECAST LINTEL EE ENERGY CODE FORMS OR INSULATION R-VALUES IINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) "5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS ® 16, O.G. S' CMU 112' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4' = I' -O' 1/16' O.S.B. OR ¢' CDX TYVEK BUILDING WRAP FORTIF15ER BLDG PAF -GALV'D MTL. LATH -115' TEXTURED FINISH I WOOD -Ys' TO 5/9 MID WALL WEEP SCREED z IL a -8' GMU -5/8' TEXTURED FINISH I MASONRY WEEP SCREED DETAIL Ca? WOOD TO SCALE: 1 1/2' = I' - O' ��NOT USED B' OTU Y' DRYWALL FIBERGLASS SHINGLES OVER '30 FELT PAPER INSTALLED 2x4 BLOCKING BETWEEN PER FBCR R9052.1 ON �,,' TRUSSES WHERE 'X' BRACII O.S.B. SHEATHING OR z CDX S PRESENT PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG GABLE TRU55 2x4 NAILER P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SU5-BANDJ CONT. 2x4 RAT RUN SECURE PER ELEVATIONS r-m W/ (2) 12d's ® EACH TRUSS TrP. VENTED ALUM. SOFFIT O.H. TO BE INSTALLED s MID. POINT OF TRU55 SPAN, OR STIFFBACK (SEE SEALED 10'-0' O.G. MAX. TRUSS ENG. FOR 51ZE 4 SEE ENERGY CODE FORMS CONDITION.) FOR INSULATION R-VALUES O.S.B. SHEATHING OR }' I' GYPSUM BOARD OR 7 CDX PLYWOOD. ATTACHED HIGH STRENGTH CLG. PER FASTENER SCHEDULE BOARD ON SHEET 05 1/8' THICK 3 COAT CONIC, FILLED LINTEL BLK L PORTLAND CEMENT PLASTER (1)'5 REBAR CONTINUOUS SEE ENERGY CODE FORMS OVER EXPANDED GALV FOR INSULATION R-VALUES METAL LATH ON FORTIF15ER I JUM50TEX GRADE 'D' PAPER PRECAST LINTEL OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS PER MANUFACTURES FOR COMPLETE INFORMATION) SPECIFICATIONS WEEP SCREED I PRECAST SILL (SEE DETAIL 2) (1) •5 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. W/ GONG. POURED CELL PLATE W/ 12d'5 8' O.G. MAX Ix2 P.T. FURRING STRIPS a 16' O.G. SECURE 2x6 PT. PLATE TO 8' GMU BLK W/ }'x9' ANCHOR BOLT W/ 1/2' GYP. WL. BD. 2' WASHER SET IN SIMP50N WOOD BASE HIGH STRENGTH EPDXY T EMBED. MIN. ST 32' OC MAX. 5/B' THICK, 3 COAT~ PORTLAND CEMENT I . PLASTER APPLIED w DIRECTLY TO MASONRY 2 � L i0 0 1—STORY GABLE 1 A BLOCK WALL SCALE: 3/4' - I' -O' I'%4' OR I'X2' P.T. NAILER I.4 P.T. OR -/'X4' MK SECURE ❑ THRU FRAME 4 EXTEND I-Y.- INTO BLOCK W/ 4(.' TAPCONS OR DRIVE PN (MIK SIZE 145 MR HEAD SIZE 300 ❑ MIN EMBEDMENT I-V WITHIN S' OF EACH END 4 15- O.0 MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 2X4: CEO SECURE TO BLOCK W( jf TAPCOd3 OR DRIVE PIN (MIN SHAM: SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT I V) WITHIN B' OF EACH END 4 ID' O.C. MAX SPADING, 2X6: SECURE TO BLOCK W'2-Y.- TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 ❑ MIK HEAD bIZE 300 MIK EMBEDMENT I Y.') WITHIN S' OF EACH END . B' OC. MAX SPACIN,. B' G'IJ 2XB: ® DRYWALL SECURE TO BLOCK W41-V.• TAPCON5 OR DRIVE PIN I. X4' OR 1'X2' P.T. NAILER (MIN. SHAW SIZE J45 DOOR CASING MIR HEAD SIZE 300 DOOR JAMB OR WINDOW MIREMBEDMENT YEN ATTACH TO 2X PER WITHIN B' OF EACH EN D 4 B' OC_ MAX bPAGNG. MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)'.*) DOOR JAMB TO BLOCK +1-1/2" �n1 WINDOW TO BLOCK +1-1/2" SCALE: I'.I'-0' 2X4: CM SECURE TO BLOCK IN i6' TAPCONS OR DRIVE PIN (MN. SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I V) _ WITHIN B' OF EACH END " 15' OC. MAX SPACING. 2X6: CEM SECURE TO BLOCK TAPOONS OR DRIVE PIN (MIN 5HAWK 51ZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT I Y.') WITHIN B' OF EACH END 4 B' O.C. MAX SPACING. 2X8: SECUFM TO BLOCK TAPCONS OR DRIVE PIN (MIN SHANK 512E 345 MIK HEAD $12.E .3 MIN EMBEDMENT I Y.') WITHIN S' OF EACH ENDY lW O.G. MAX SPACING. STRUCTURAL 2X MUST OUTSIDE 4 SECURED GH NON-STid1CT1RAL -CON MIR I-& )MENT INTO BLOCK I T114LL MR I'X2' P.T. NAILER E. X 4- MIR CASING JA M5 OR WINDOW H TO 2X PER 4CTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" SCALE: 2X4: SECURE TO BLOCK W/'X.' TAPCONS OR DRIVE PIN (MN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT IY') WITHIN W OF EACH END B' Or— MAX SPACW.a. 2X6: CEM SECUIIE 70 BLOCK W,l-I(.' TAPCONS OR DRIVE PIN NOTE: 57RUO71JRAL 21 MUST BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE J45 THRO lW NON-STRUCTURAL MIR HEAD S1ZE 300 ' I ON MIN, 1-Y' HIR EMBEDMIEN7 I Y') EMBEDMENT INTO BLO CK WITHIN e' OF EACH END < S, cm IS- O.C. MAX 5PACR-G. )4' DRYWALL ® SECURE TO BLOCK WR-i(.' SEC VX4' OR TX2' P.T. NAILER TAPCON5 OR DRIVE PIN I' P.T. X 4- MIR (MINI. SWANK SIZE J45 DOOR CASING MIR HEAD SIZE 30D DOOR JAMB OR WINDOW MIR EMBEDMENT Y.'1 ATTACJ TO 2X PER WITHIN 8' OF EACH END 4 MANUFACTURES DETAILS. B' O.C. MAX 5PACFN5, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" D SCALE: I'•I'-0' FIBERGLASS SHINGLES OVER '30 FELT PAPER INSTALLED PER FBCR RS052.1 ON a' O.S.B. SHEATHING OR 7 CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 5TIFF5ACK (SEE SEALED TRUSS ENG. FOR SIZE 4 COND I T ION.) - O.S.B. SHEATHING OR }' CDX PLYWOOD, ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/5' 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/ 12d'5 8' O.G. MAX SECURE 2x6 PT. PLATE TO BLK W/ #'xV ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY T EMBED, MIN, W 32' OC MAX. 5/B' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING 15 PRESENT PRE-ENG GABLE TRU55 CONT. 2x4 RAT RUN SECURED W/ (2) 12d's o EACH TRUSS TO BE INSTALLED ® MID. POINT OF TYP. TRU55 SPAN, OR 10'-0' O.G. MAX. O.H. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR Z HIGH STRENGTH CLG, BOARD 2x4 NAILER 2x4 a 24' O.C. I INTERIOR KNEE WALL GONG. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS DIRECTLY TO MASONRY \,o F - i0 0 1—STORY GABLE W/ VAULT CLG. Uj_Bfp� BLOCK WALL_ SCALE: 3/4' = I'-O' 2X4: SECURE TO BLOCK W/'N.' O TAPCONS R DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIR EMBEDMENT I Y.') WITHIN B' O= EACH END ID• O.C. MAX 5PACING, 2X6: CEM SECURE 70 BLOCK TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SWANK SIZE J45 BE ON OUTSIDE < SECURED MIN HEAD SIZE 300 MIN EMBEDMENT I )"o THMP-014 NON-57FUGTURAL i(.' TAPCON MIN I-Y.' WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK - IS' O.C. MAX SPACING. e' C'N 2XB: ® 1 Jg DRYU14LL SECURE TO BLOCK W/2-%- TAPDO4S OR DRIVE PIN I'k4' OR I'M' P.T. NAILER (MIN SWANK SIZE AS DOOR CASING MIN HEAD 51ZE 300 HIN EMBEDMENT IYjl pOpR JMTB OR WINDOW WITHIN S OF EACH END . ATTACH TO 2X PER 1W O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: 54I1-1 AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3" E WINDOW TO BLOCK +3" SCALE: I'.I'-0' 2X4: CM SECURE TO BLOCK WA TAPOONS OR DRIVE PIN (MIN SWANK SIZE J45 MIK HEAD 512.E 300 MIN EMBEDMENT I Y,NOTE: WITHIN e' OF EACH END . STRUCTURAL 2k MUST IB' OL. MAX $PAGIIY.a. BE ON OUTSIDE 4 SECURED THROL611 NON-STRUCTURAL 2X6: CEM SECURE TO BLOCK WIl-i(.' V.• TAPCON MIR IA - EMBEDMENT INTO I-- TAPCOJS OR DRIVE PIN (MN. SHANK SIZE J45 MIR HEAD SIZE 300 V DRYWALL MIR EMBEDMENT I &) WITHIN e• OF EACH END 4 1'X4OR I-X2' P.T. NAILER Is' O.C. MAX SPACING. 2ND 2X SECURE TO 2X&. ® STRJGNRAL MEMBER W/1212d SECURE TO BLOCK W!2-i(.' WITHIN B• OF EACH END 4 6- TAP 4" OR DRIVE PIN TO B' OC. MAX (MIN. SWANK SIZE J45 DOOR CASING MIR HEAD SIZE 300 pOOR JAMB OR WINDOW MIR EMBEDMENT I Y.') ATTACH TO 2X PER WITHIN8' OF EACH END . B' O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUG'S JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T SCALE: PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1)115 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS IT 16' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE NOTE: PER FBCR 5052.1 - FOR ROOF SLOPES 2:12 TO LE55 THAN 4:12, A (2) LATER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMEN7 IS PERMITTED BUT MUST BE PER 45TM 1)226 TYPE 11, A5TM D 4869 TYPE Iv, OR A5TM D 6151 2X4: CM SECURE TO BLOCK Wb4' TAPCON5 OR DRIVE PIN (MIN. SWANK SIZE J45 MIR HEAD SIZE 300 MIN EMBEDMENT I Y4') WITHIN B' OF EACH END 4 IS' OC. MAX SPACING. 2X6: CEM SECURE TO BLOCK W41 4' NOTE: 5TRUCTJR4L 2X MJS7 TAPCON5 OR DRIVE PIN BE ON OUTSIDE . SECURED (MIN SHAWL SIZE M5 MIN HEAD 51ZE 300 THROUGH NON-STRUCTURAL %' TAPCON MIN I -Y' MIN EMBEDMENT I Y4') EMBEDMENT INTO BLOCK WITHIN B' OF EACH END 4 IB• OC. MAX SPACING. S' CMU 2XB: ® DRYWALL SECURE TO BLOCK W/I-I/d' 1'X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN �11 Y,' OSB. X 4' MIN (MIN. SHANK SIZE .145 HIN HEAD SIZE 300 DOOR CA51N3 MIN. EMBEDMENT I Ya-) DOOR JAMB OR WINDOW WITHIN S' OF EACH END 4 IS- OC. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED &) DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7 16" SCALE: 2X4: SECURE TO BLOCK WAY' TAPCONS OR DRIVE PIN (MIR SWANK SIZE J45 MIN HEAD SIZE 300 MIR EMBEDMENT I Y') WITHIN B' OF EACH END 4 IS' OC. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/1-1/4' TAP'C0N5 OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN. SHANK SIZE 145 BE ON OUTSIDE 4 SECURED MIR HEAD SIZE 300 THROUGH NON-STRUCTURAL MIR EMBEDMENT I Y').' TAF'CON MIR I-Y.' WITHIN S' OF EAON END 4 EMBEDMENT INTOBLOCK Is- OL. MAX SPACING. 8' Q'N 2X8: ® Y' DRYWALL SECURE TO BLOCK WI-1/4' TAPCON5 OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER (MIR SHANK SIZE J45 I' P.T. X W MIR HIR HEAD SIZE 300 DOOR CASING, MIR EMBEDMENT I Y') WITHIN B' OF EACH END 4 DOOR JAMB OR WINDOW B' OL. MAX SPACIN ATTACH TO ZX PER MANUFACTURES DETAILS, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 3/4" %1 WINDOW TO BLOCK +3 3/4" SCALE: . I r Y 4 T I p I I 6 Design Grou .... 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40T-7744078 W W W.abdesigngroup.com AA#:0003325 z h w 0 m 0 0. a O 3 � rS HDIV. de LOT: ILVERADO LOT #20 BLK #6 OJECT# 04128.000-02061 MODEL:• 4EHB "2605-HAYDEN" GARAGE SIFMG: LEFT PAGE: MONOLITHIC 1—STORY WALL SECTIONS & NOTES %150 MPH EXP. B ARCHfTECT. STATE OF FLORIDA DItURT A11/7/17 SCALE: 1/4"=1' - 0" SHEET D 3 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON I,' O.S.B. SHEATHING OR i' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 51.15-15AND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP ;LATE WINDOW HEADER 51ZE VARIE5 PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 6 O.S.B. SHEATHING OR 12 CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. a TOP AND BT. OF FLR TRUSS (TOP 2x4 5UPPORT5 BT PLATE OF 2ND FLR, BTM. 2x4 15 FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS a EACH TRU55. BTM. RIBBON TO BE P.T. — WEEP SCREED (SEE DETAIL 2/1)3) EMBED. STRAP VERIFY W/ TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY FIRST FLOOR BLOCK SECOND 1 FLOOR FRAME SCALE: 3/4'=l'-0' — SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' GYPSUM BOARD OR HIGH STRENGTH GLG. BOARD TWIST STRAP VERIFY W/ TRUS5 PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS a 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T t G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) J' GYPSUM BOARD OR }' HIGH STRENGTH GLG, BOARD GONG. FILLED LINTEL BLK W/ (1) "5 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ GOING. POURED CELL Ix2 P.T. FURRING STRIPS a 16' O.G. 8' GMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 130 FELT PAPER INSTALLED PER FBCR R9052.1 ON a' O.S.B. SHEATHING OR i CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 51.115-15AND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBAGK (SEE SEALED TRUSS ENG. FOR 51ZE t CONDITION) SECURE 2x4 PLATE TO WALL W/ 3.xro' THRU-BOLTS a 32' O.G. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d'S 8' O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON I-ITG4 a 24' O.G. MAX WINDOW HEADER 51ZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 115' THICK, 3 GOAT 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) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. a TOP AND BT. OF FLR TRUS5 (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 15 FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS a EACH TRU55. BTM. RIBBON TO BE P.T. WEEP SCREED (5EE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN 5/B THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND FLOOR FRAME 1 L"� SCALE: 3/4'=I'-O' 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING 15 PRESENT PRE-ENG GABLE TRU55 CONT. 2x4 RAT RUN SECURED W/ (2) 12d's a EACH TRUS5 SEE ENERGY CODE FORMS FOR INSULATION R-VALUES GYPSUM BOARD OR J' HIGH STRENGTH GLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS a 16' O.G. MAX W/ FORM, SEE ENERGY CODE FORMS FOR INSULATION R-VALUES A' T d G SBFLO GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRU55 (INSTALL PER MFG. SPECS.) I' GYPSUM BOARD OR 7' HIGH STRENGTH GLG. BOARD CONC. FILLED LINTEL BLK W/ (1) "5 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (U 05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS a 16' O.G. 8' GMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER "30 FELT PAPER NSTALLED PER FBCR R9052.1 ON J' OS.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE SEE ENERGY CODE FORMS PRE-ENG TRUSS FOR INSULATION R-VALUES P.T. IX2 W/ MTL. DRIP EDGE J' GYPSUM BOARD OR }' 2x4 OR 2x6 5UB-BAND HIGH STRENGTH GLG. PER ELEVATIONS BOARD VENTED ALUM. SOFFIT 51MP50N 5P2 a EA. 1,000" UPLIFT 2X8 STUD CONNECTOR 2x8 SYP "2 DBL TOP PLATE }' DRY WALL WALL SHEATHING ? DIA ANCHOR BOLT AT 16' O.G. MAX WITH 1' 2x8 SYP 12 EMBEDMENT AND 2' WOOD STUDS DIA. WASHER AT 12' O.C. MAX 51MP50N SPI a EA. 2X8 STUD 2x8 P.T. SYP 02 O SOLE PLATE (1) COURSE TIE -BEAM POURED SOLID WITH Z CONCRETE. (1) "5 Q REBAR HORIZONTALLY O� LL (e PRECAST LINTEL +� (L WINDOW ATTACHMENT A5 In w PER MANUFACTURES jI,) SPECIFICATIONS v O 5 REBAR 16' I PRECAST SILL lu W. O.G. MAX, IN w CONCRETE Z POURED CELL, Ix2 P.T. FURRING STRIPS O 9 VERIFY PER a 16' O.G. PLAN. p p 8' CMU 0O O SEE ENERGY 1/2' GYP. WL. BD. cq U CODE FORMS (1) "4 CONTINUOUS REBAR w J FOR WOOD BASE ON INSULATION 9 R-VALUES Z REBAR 48' LON LONG w Q r W 1) W/6' HOOK a 24' O.C., :-3 MIN. 24' IN SLAB IL r 2'-0' (MIN- I IN SLAB) Z WALL 4' CONC., REINF. W/ 6'x6' SECTION - `4_ WlAXW1.40 WWM ON 6-MIL POLY WOOD ETHYLENE VAPOR RETARDER ON WELL -COMPACTED GLEAN FILL FRAME TO t u 6' 6' 6' 6' TERMITE TREATMENT SHALL BE LOCK WALL M ° 1 B U 2'-m. BORA-CARE (3) "5 REBAR ON CHAIRS 2x STUDS a 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' T t G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE �,, O.5.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 GOAT PORTLAND CEMENT PLASTER OVER EXPANDED GALv'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO 2x STUDS a 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES T t G 5UBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE NOTE: PER FBCR 9052.1 - FOR ROOF SLOPES 2:12 TO LE55 THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM I5 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT I5 PERMITTED BUT MUST BE PER ASTM D226 TYPE II, 45TM D 4869 TYPE IV, OR ASTM D 6151 EXTERIOR WALL STUDS (WALL 6NEAT L S NOT SNOU4FORCLARITY) FASTEN 'rsP MSTTA D STRAP WTu FASTENERS AS 5NOUK INSTALL STRAP • EA END (UNO) ( SPACE $(,TRAP$ AS FOLLOWG: PLACE $TRAP$ SPACED AND FASTENED AS SNOUNWITNONE ADDITIONAL 5TRAP AT EACH WINDOW KING. S UD MIN (10) 10d COMMON NAILS INTO (0.1 a DIA X 1 IR' 3/4' T t G SUBFLOOR GLUED STUCCO SPECS FOR COMPLETE AND SCREWED AS PER -160 MPN 'C: 32' Oc O.C. INFORMATION) FASTENER SCHEDULE ON �I� rm�N c 4�a' 2x4 CONT. a TOP AND BT. OF SHEET D2 TOP OF STUD WALL FLR TRUSS (TOP 2x4 SUPPORTS _ �T� BT PLATE OF 2ND FLR, BTM. 2x4 O STRAP FNOLE$ W pp NAIILL ALL LS INTO FLOOR TRUSS S FOR WALL SHEATHING NAILER) pRE_ENG FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ TDB°"G PRE-ENG FASTEN EACH 2X4 RIBBON W/ (5) (5) 12d NAILS a EACH TRUSS. ° DO NOT RAGE SCREW IN 5IMPSON HETA-I6 EMBED. 12d NAILS a EACH TRU55. BTM. 3' GYPSUM BOARD OR }' BTM. RIBBON TO BE P.T. TOP_OF _ TOP HOLE NEARE5T TO TOP of cnu 5LOCK WALL STRAP a 32' O.C. MAX VERIFY RIBBON TO BE P.T. HIGH STRENGTH GLG. MASONRY WALL p W/ TRUSS PLAN WEEP SCREED BOARD PRE-ENG FLOOR TRUSS _ STRAP io ati aLaX WALL (SEE DETAIL 2/D3) (INSTALL PER MFG. SPECS.) W (T)3/IG'DIA.X I-I14' GYPSUM BOARD OR I. ' 2 EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ CM EILOCK WALL LONG TAF GCN MASONRY SCREWS HIGH STRENGTH GLG. BOARD W/ TRU55 PLAN (I) "5 REBAR CONTINUOUS CONIC. FILLED LINTEL ELK W/ (I) "5 REBAR CONTINUOUS THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RIBBON EXTERIOR STUD WALL CONNECTION FLOOR CONNECTION AT PARALLEL/ FASTENING DETAIL TO FIRST FLOOR MASONRY WALL 2ASCALE:3/4'=I'-0' 3 $GALENT PERPENDICULAR PRE-ENG FLOOR TRUSS SCALE: 3/4' = l' -0' A N C N I T N C T N 6 Design GrouP.n�. Al N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.mm AA#:0003325 m z h U ti. 0 4 0 F d b � F�BLK O 04128.000-02061 MODEIt 4EHB "2605-HAYDEN" GARAGE STING: LEFT PAGE: MONOLITHIC 2-STORY WALL SECTIONS & NOTES 150 MPH EXP. B DA W 11/7/17 SCALE: 1 /4"= l' - 0" SHEET 4 PRECAST HEADEWMIN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN MN SHANK SIZEJ45 MIN HEAD SIZE 300 MN EMBEDMENT I V4') V FROM EACH END AND IBI OL. MAX. MIN 1-V4' EMBEDMENT 2.6 X 6 (MIN 2 X 3) 2-3/16 TAPCONORDRIVEPIN MIN $HAWK SIZEJ45 MINHEAD SIZE 300MIN EMBEDMENT 1 1/4'8' FROM EACH END Am B OL. MAK MN I-V4- EMBEDMENT 2 X 8 (MIN 2 X 31 2-,lA6 TAPCON OR DRIVE PIN(MN SHANK SIM45 MIN HEAD SIZE 300 2X4 SOLID BLOCKING MIN EMBEC41ENT 1 1/4') SECURE TO SHEATHING W/ e' FROM EACH END AND 10' MIN 2-I2d PER BLK EA END OZ. MAX. MN 1-1/4' EMBEDMENT 146' OSB SHEATHING CMU WALL ARCHWAY DETAIL 16" AND UNDER SCALE: I/U'.I'-0' DBL. TOP PLATE 2X4 IS- OZ MAX. SECU2X4 TO WOOD W/1-12d • 6--6- OZ. STAGGERED PIN (MIN SHANK SIZE J45 MN. HEAD SIZE 300 M 1 00. Ea EEMBEND INy`oT io" ARGHUJAY EXCEED 18' O.C.MAX 2X4 SOLID PLATE BY BLOCIGIING SECURE VU' PLYWOOD. TO SHEATHING WITH OR 1/I6' 05B. MIN 2-I2d PER BILK. EA. END EXTERIOR ARCHWAY '") SCALE: V2'•I'-0' 14 DAB. OR Y{ PLYWOOD SHEATHING 0 90 51LDG. FELT O3 24WIDE 26 GA GALVANIZED METAL FLASHING 4O. MUST ADD DI510, 36- WIDE AMC AMC MUST BE A MIN 24- WIDE METAL. OS FI5ERGLA55 5HINGLE5 P TRJ55 1!1' CLG. BOARD ( TEXT. 51MP5ON 14 2X4 DBL TOP PLATE D • 32' O.C. V1' DRYWALL 10 2X4 WOOSTUDS -I6' O.C- UNON TRUSS PLAN 2X4 CONT. STRESS BLOCKING HID -WALL IX4 1, PLATE SIMPSON SP4 32' OZ. MAX 1/1'XS' AB. 32' OL. l' EMBEDMENT CONC. SLAB 2 'S's CONT. 1-STORY INT. BEARING WALL 7 SCALE: IR''I'-0' NOTE: FOR WALLS UVNO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL COMNECTORS. DBL. TOP PLATE 2X4 16' OZ. MAX SECURE ZX4 W/ 2-YM.' TAPCONS OR DRIVE PIN (MIN SHANK SIZE J45 MIN HEAD SIZE 300 MN. EMBEDMENT I V WAN 8' EA END NOT TO EXCEED 18' OZ. MAX 2%4 SOLID NG BLOCKISECURE TO SHEATHING WIT4 MIN 2-I2d PER II SCALE: 12'-P-0' PRECAST HEADEWMIN) 2 X 4 (MIN 2 X 3) 1-3A6 TAPCON OR DRVE PIN (MN SHANK SIZEJ45 MIN HEAD SIZE 300 MN EMBEDMENT I V4') 0' FROM EACH END AND B' O.G. MAX MIN I-V4' EMBEDMENT 2 X 6 (MIN 2 X 3/ 2.3A6 TAPCON OR DRIVE PIN (MN SHANK 6IMJ4S MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 10' OL,MAX MIN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN MIN SHANK SIZE.145 MIN HEAD SIZE 300 TAG' OSB SHEATHING MIN EMBEDMENT I V4') 2X4 16' D.C. MAX 8' FROM EACH END AND 15' (WHEN OVER I6' IN HEIGHTJ OZ.MAX MINI-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING Ul/ HIN 2-I2d PER BILK EA END �1 ARCHWAY DETAIL A 16 AND UP SCALE: V2'.1'-0' (�1CLOSED VALLEY FLASHING DETAIL DOUBLE TOP PLATE 2x4 CONTINOUS STRE55 BLOCKING MID WALL 2x4 STUDS s 16' OZ. MAX, UOJN T ( G SUBFLOOR GLUED AND SCREUED AS PER FASTENER SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMP° N M5TA-36 - 32' OL. MAX PRE-ENG FLOOR AIR DOUBLE TOP PLATE 2.4 CONTINCUE STRE56 BLOCKNG MID WALL 2x4 STUDS • 16' D.C. MAX, UOM V2' GYP. WL. BD. SECURE 57. PLATE TO SLAE UV }'x5' ANCHOR BOLT W/ 2' WASHER SET N SIMPSON HIGH STRENGTH EPDXY l' EMBED. MIN SIMP50N 5P4 • 32' OZ. MA) (A11NT. 2-STORY L.B.W. SCALE: V2'.I'-0' PRE-ENG TRUSSES OR CONV. FRAMED RAFTERS 1}' OSB. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 2.4 BLOCKING UNDER WALL STUDS SCUFF BETWEEN TRUSS BAYS W/ (3) 12d'. EACH END 2x DOUBLE TOP PLATE STUDS • 16' OL. MTS-12 • EVER STUD 2X4 BT. PLATE DORMER 9 ATTACHMENT SCALE: '-O' DBL, TOP PLATE SECURE 2 X RIP TO FIT UI/2-Sd$ 6'-0' OL. MAX. 1/8' TEXTURED FNISH 1/16. OSB SHEATHING 2 X 4 I6. OL. MAX WHEN OVER Ka' IN HIEGlTJ 2 X 4 (WHEN OVER 16' IN HIEGHTJ V4' TEMPERED MASONITE GLUE 4 NAIL W/Bd'5 0'.12' OL. IF NEEDED. 2 X SOLID BLK'G • ARCH SECURE WR-I2d EACH END ATTACHMENT PER MANUFACTURER'S 5PEC'S. MTL WDW FRAME NOTE: NO GAP • WOW FRAME TO EXCEED V4' ARCHWAY DETAIL �1 CUTAWAY SCALE: V2'.I'-0' 2 X 4 (MIN 2 X 3) I-3n6 TAPCON OR DRIVE PIN (MN SHANK SIZEJ45 MIN HEAD SIZE -NOV MIN EMBEDMENT 1 14') 5' POJI'M EACH END AND 15' EXISTING BLK ABV. OL. MAX. MIN I-V4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 MN 2 X 3) 2-3/i6 TAPCON 1B' TEXTURED FINISH OR DRIVE PIN MN SHANK SIZEJ45 MIN HEAD SIZE 300 1/16' 055 SHEATHING MIN EMBEDMENT 11/4') 8' PROM EACH END AND IS- 2 X 4 W' O.G. MAX (WHEN OVER I6' N HEIGHT.) OZ. MAX. MIN 1-1/4' EMBEDMENT 2 X 4 (WHEN OVER I&' 2 X 0 (MIN 2 X 3) 2-3A6 TAPCON 16' IN HEIGHT) OR DRIVE PIN !MN SWANK SIZEJ45 2 X SOLID BLK'G ARCH MN HEAD SIZE 300 MN EMBEDMENT I V4'J SECURE WR-Qd EACH END 8- FROM EACH END AND B' A"AC441ENT PER OL. MAX MIN 1-1/4' EMBEDMENT MANUFACNREMS 5PEC'S. MTL WOW FRAME 1/4' TEMPERED MA'ONITE -NOTE: NO GAP • WOW FRAME GLUE 4 NAIL W/ed'S 0'-12' OL. TO EXCEED V4' EE IF NEEDED. ARCHWAY DETAIL r1 CUTAWAY JJ SCALE: Vl'.I' 0' ROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SWOP DW3S.) EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE W/U5P 5PT24 NAIL PER MANUF, SPECS. SECTION AT TOP 6OF EXTERIOR WALL SCALE: TUTS ASPHALT SHINGLES OVER W FELT ON 1/16' 05B. PRE-ENG GABLE TRUSS 5PF 5TIFFBACK (SEE SEALD EN3. PA CC FOR SIZE d CONNECTION) 2x4 5PF BLOCKING BETWEEN TRJ55E5 WHERE 'X' BRACING 15 PRESENT `CONT. 214 SFF RAT'RUN SECURED W/ (2) I2d'N . • EACH TRUSS (2) 2x4 -1 S.YP. DIAGONAL BRACE W/ (3) 12d's EACH TRUSS (DIAGONAL X-BRACNG TO COVER 5-TRJ55E5 j'GYP5Lrl BOARD OR I' HIGH 5TRENGTH CLG. NOTE: BOARD DIAGONAL BRACE CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE • ANY SPAN 15'-0' OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL 71WSS REINFORCEMENT. 0'-0' TO 30'-0' (U X-BRACE TO 60'-0' (3) X-BRACE !V X-BRACE • CENTER AND (2) BRACE DIVIDED EOUALY FROM CENTER TO END !1d GABLE X-BRACING 1 v SCALE: V2'.I'-O' 2. RIDGE ONE SIZE LARGER THAN RAFTER 51ZE MIN. (3) I2d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) I2d NAILS OR MIN. (4) I0d GUN NAILS 2. RAFTERS 1.0 NAILER SECURE TO TRUSSES BELOW W/ (2) I2d NAILS OR (3) 10d GUN NAILS • EA TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TR155ES PRE-ENG TRUSS ALTERNATE CONNECTION �1 CONV. FRAMED ROOF MSTA-24 RAFTER TO BLK'G SCALE: 67'4-V BETWEEN TRJ55E5 0'-0' TO 30'-0' (U'X' BRACE 30'-I' TO 60'-V (3)'X' BRACE (I 'X' BRACE • CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBER3LA55 SHINGLES OVER '30 FELT ON 1A6' 0.6.15. (2) ZX4 -1 5YP DIAGON41L BRACE -� W/ 3-I2d • EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING UIHERE 'X' BRACING 15 PRESENT (2) 10d NAILS EA END TO TRUSS 51-F 5TIFF5ACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 1/I6' 0513 SHEATHING USE ed NAILS AT 4' - EDGE 4 6- oz. FIELD OMS24R SIMPSON TA - SHEATHING NAILING TO BE W OL. IN FIELD 4' OL.OALL EDGES W/8d NAILS TRUSS 24' oz. 112" CLG. BOARD NAIL CONT. RAT RUN TO TRUSS UV (2) I2d • EA TRUSS 2X4 6TP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD I6' OL. MAX n2-STORY GABLE END CROSS BRACING SCALE, 1/1'.I'-O' • 1115 UPLIFT SIMPSO'M HTSM20 WA0 101d TO TRUSS AND (4)1/4'. 2 1/4' TAPCONS TO CONT POURED LINTEL ' 23SO UPLIFT (2) 5IMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL we I" TO TRUSS AND (4) 1/4' x 3 I/4' TAPCONS TO CONT -POURED LINTEL PTE-ENG TRUSS cRNnNuolJs BOND BEAM TAP DONS MIN. 2' COVER 2' APART �1TRUSS ANCHOR RETROFIT N15. 12' - FINI3/4' o WOLANDING r � 3/4' PLYWOOD F.F.F- z L - FL DBL 2X6 � \ 36' MIN. FINISH VI 3/4' PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED RIN R FINISH ®LANDING PLYWOOD INTO 3/4' PLYWOOD FF. EACH STRINGER�7 \\ 3-2 12RIEINF 5YP STRINGER 1 DEL 2XI2 REINFORCED W/2X4 SPF�LOOR JOIST W/GONT. BEAD OF SUB -FLOOR ADHESIVE PL-400 OR SIMILAR a EA HORIZONTAL RUN SECURE TREADS TO STRINGER WK3Y8 3' SCREWS m EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) MIN. TREAD 10', MAX. RISER 1-3/4' 3/16' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/5' MAX. VARIATION IN ANY RI5ER/TREAD HANDRAIL CIRCULAR CRO55 SECTION DIA. TO BE 1 3/4" .-1/4' OR PROVIDE EQUIVALENT GRA5PA5I L I TY WINDERS- MIN. 6' WIDE m NARROW END MIN. 11' WIDTH 6 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 2XI2 TREAD GUT TO FIT -IXS RI5ER (3) 10d GUT NAILS g 2X4 P.T. SLEEPER INTO SLAB - E55 THAN 4' TYP. -ETWEEN SPINDLES HAND RAIL 1/2' DRYWALL IX10 TRIM -1' NOSING TYP. 73 ,� X �� STAIR SECTION DETAILS v SCALE: 3/4' = I' - 0' A R C N IT R C T S Design GrouP"1. 1441 N. RONALD REAGAN BUD. LONGWOOD, FL 32750 PH: 407-774.8078 FAX: 40T-7744078 www.abdesigngmup.mm AA #: 0003325 F h Lei W O F 4 lu: 6U C Fe C [: O 2 � IIP VBDIV. to LOT: SILVERADO LOT #20 BLK #6 ROJECT# 04128.000-02061 KODEla 4EHB 2605- HAYDEN" GARAGE 8111"IMG: LEFT PAGE: MISC. DETAILS 150 MPH EXP. B ARCHITECT: STATE OF FLORIDA �j ,7 L!O AR CRA N0 93 23A DA 11/7/17 SCALE: 1 /4"=1 ' - 0" 8REET D5 PRODUCT APPROVAL LISTING -SHINGLES -STANDARD PRODUCT APPROVAL LISTING EXPIRATION DATE FL 10446-114 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10456-R3 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-R2 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244-R1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244 FL 6223-R2 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 7473-116 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR 12/31/2018 FL 12019-RS AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR 7/31/2019 FL 14039-R2 PLYGEM SINGLE HUNG 2014 FBCR 7/31/2019 FL 14634-R2 PLYGEM SLIDING GLASS DOOR 2014 FBCR 7/31/2019 FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL14253-R3 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 15217-R4 MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349-R4 MI WINDOWS & DOORS SLIDING GLASS DOOR 2014 FBCR 12/31/2017 FL 15333-R2 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR 12/31/2017 FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR 12/31/2017 FL 5678-R3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5684117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 15279-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5891-115 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR 12/31/2018 FL 10758-R6 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2018 FL 10477-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13192-114 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13223-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265-112 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 4103-R8 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL7006-R9 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL158-R8 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2018 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 WW.FLORIDABUILDIN G.ORG CONTROL DATE: 09/26/201 A R C N I T E C T E 1 Design Grou 1� KI N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 w .abdmlgngmup.mm AA #: 0003325 A m I; 0 a 0 [: 2 j'j; aXMDIV. ac W- SILVERADO LOT #20 BLK #6 PROJMT# 04128.000-02061 uGDEIs 4EHB "2605—HAYDEN" GARAGE SWUM: LEFT PAGIC. PRODUCT APPROVAL LISTING 150 MPH EXP. B A — L AR 93723 J alum —N p11/7/17 aCAXX: 1/4"=1'-0" alccT D 6 PREFORMED CONTROL JOINT'S NGE OF CONTROL JOINTS TC) FLA BE WIRED TIED TO LATH # S' O.C. MAX (VERT.). NOTE: DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ V LEG MAY BE USED TO TEMP, SECURE CONTROL JOINT DURING INSTALLATION \ FASTENERS 'OE 5PACE • 1' O.G. MAX VRTICALL �r }' THICK 3 COAT CEMENT PLASTER WRB LAYER 4, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED #l' (VERT.) O.C. MAX AT SUPPORTS WFZB LAYER 1, STUCCO WRAP WOOD SHEATHING °ER ASTM CI063 PROVIDE 2X4 BLOCKING J014 PLACED FLAT MAX. W TO S' FROM CONTROL JOINT WHEN b�. CONTROL JOINT FALLS ON FASTENERS FOR LATH TO BE NAILS O\R i / STRUCTURAL STUD IAPLES IN COMPLIANCE W/ ASTM 01063 !. WIRE TIES TO BE (NO. ID) 00415' WIRE / L BLOCKING SHOWN MAY BE IN APP171 by \ 'O WALL STUDS REWIRED PER PLAT � 7=77 Y"M" TYPE CONTROL JOINT OLFOLD MW4M1D • rt.4 ®FaLD OL FOLD INI1AIm rt,A 2.C— • rt.D a.c�nsE. rt.c 9WNGLE IH�OFING--� DRIP EDGE: OVERL4P 3_T E2x1dD IR' DEL(AU 6tATHIUG, necudNlcd.LY F4ATEN 4. OL. 11AX YFOLD NYARD •rt.4 FOLD ® L FOLD EIYapD • PT 4 . cREaEE . rt. D n �veE • rr. e {. •0.D rt. C OVER rt. D�TL�rt�G TGtIGNE6 4NGE ryr DDTTDn FL/Y1GE WATER TIGHT 9Ed.. FOLD. 02 j' THICK 3 COAT CEMENT PLASTER (REAnE). N' 2 CHAT cehraT PL45TER (OYWI WRB LAYER n, FORTFIBER BUILDIFY.a PAPER (FRaE OrLLY) URB LAYER 1, 5TL,CCO WKAP(FRd-Q ONLY) FASCIA — FlQ/.I'IE OR Cn) -SA WALL R49HA•Ka KIC FL46HIVG IEEE DtTdLIL) Imo' jE'. INSTALL KIG T LASHING - BOITQM OF NOF x WALL INTERBEGTIONB NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' • VERTICAL LAPS (ROLL ENDS) A 6' • HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' WITH FORT15ER SHEATHNG TAPE / I' rtal LAP . FCTAL LATX \ X X X METAL LATH WRB LAYER 1, STUCCO WRAP • nw 4I9=R LAP DELcw oNLr , / WRB LAYER �, FORTIFIBER BUILDING PAPER r;VAPER LAP SCALE: I V2'.I'-0' (4) KIC KO UT TNT7m A TT WATER TIGHT EE4L (B<TD OR 50.DER DO rv0 VERTICAL LATH & PAPER DETAIL NOTE: 51DE LAPS OF METAL PLASTER BASES SHALL BE 5ECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN 5UPPORT5 WITH CID 15-IN (121-MM) WIRE AT INTERVALS NOT MORE THAN 5' (229-MM). AS PER ASTM CI063 lHl. NOTE: FOR REPAIR OF TEARS N ORB LATERS, TEARS MAY BE PATCHED 4F WRAP TAPE PER M4NUP. SPEC. OR PEEL a STICK d' THICK. 3 COAT CEMENT PL45TER METAL LATH WRB LAYER •2. FORTIFIBER BUILDING PAPER UFO LAYER 1, STUCCO WRAP WOOD SHEATHING WOOD $TUC SHEATHING PAPER STUCCO HORIZONTAL LATH & PAPER DETAIL L" SOD SHEATHING OR CMU ZB LAYER #I, UCCO WRAP (FRAME ONLY) THICK, 3 GOAT CEMENT 4'x4' SELF -ADHERING MEMBRANE FLASHIFYF (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE P OR LESS PIPE PENETRATION CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE FLASHING STEP 01 4• " SELF -ADHERING MEMBRANE SHING (COMPATIBLE W/ HOUSE 1P MATERIAL) OVER 4'x4' F-ADHERING MEMBRANE SHIN. OVER APPROVED ISE WRAP. SHItJG TO EXTEND ONTO PIPE AND OVERLAP ONE SIDE OF STEP 02 SEAL -ADHERING. GMEMBRANE FLIWRB LATER 1, 5TUCCO WRAP WQB LAYER 4, PORTIRBER DUILDW PAPER METAL LATH 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF-ADHERINGS MEMBRANE INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED 5TRAP5, 5TAPLEW AS HWSE WRAP. REWIRED TO SECURE BASHING TO EXTEND ONTO PIPE PIPE/ WIRE TO FRAMINCa 4'x4' 5ELF-ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE ILRAP. FLASHING TO EMEND ONTO PIPE Ye' OONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR NFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ G.V. FIN15W (SEE TTP WALL SECTION) 5ECTION PER FBC IVWAI E.d.w wftr ldtl�ErYg Exterior use of peMlarxl —M plaster shall comply.0 its appliratlon Mglllemems of ASTM C 921Yt2A. Installation of exterior lath g"lramrcg shall comply with ASTM C /063-t2A. 3�\PIPE FENETFDATION DETAIN (F-FA1l I -r a .ASTER )FRAME), 2 GOAT L E G l--( N i MENT PLASTER (GMW I11-.I' :TAL LATH (FRAME ONLY) �P WR5 a TAPE OVER DiRAINAGE PLANE (WfRB lOF/WALL SCREED LAYER 01, STUCCO UWRAP) X5' V TYPE CONTINUOUS LURE LAYER *2 (FORTIFIBER—'—'—'n,LV. METAL —'—'— AIL TO ROOFLDECK, OT BUILDING P24PER) ALL SHEATHING) AP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X STALL WITH ROOF CEMENT STUCCO OOF PER ELEVATION5 WOOD SHEATHING SELF-ADHESIVE FL,4541NG — — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R-103.0.1 / ASTM G-54-1-0S, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL FLASHING LATH DOES NOT MEET SPEGIFIGATIONS) GrouOE 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4073 www.abd-igngmp.-m AA #: 0003325 W i h U 0 a V h O 9VHDIV. d0 LOT SILVERADO LOT #20 BLK #6 PROJECT)): 04128.000-02061 MODEX0 4EHB 2605— HAYDEN" GARAGE BMWO: LEFT PAGE: WALL ASSEMBLY DETAILS lIkk 150 MPH EXP. B r ARcHTEcT: STATE OF FLORIDA DATE: 11/7/17 BCAUM 1/4"=1'-0" BT �/i�E'n\T T\vQ Y Y 1 l BACKER ROD BACKER ROD WRB LAYER h, STUCCO WRAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM- 2, SIDES, 3, TOP VENT GAP 15 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 15 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 m JOINT ALL AROUND PER FBC R703.6.1 EAKW k0i g end oleaterlra Exterior use of ponland cement plaster shall comply with the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. ' ' HOODED VENT Ex: THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 2, FORTIRBER BUILDING PAPER WOOD SHEATHING GA DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER -1, STUCCO WRAP 'WRB LAYER 2, FORTIFIBER BUILDING PAPER wWOOD CON5TUCTION METAL LATH 5' Ct'1J VINYL CASING. BEAD 6' RAISED BAND Yn' TOY:' MID -WALL WEEP SCREED 6' 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 (WiRB LAYER °I, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER - • - • - • - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLA54-41NG - - - - - NOTE: METAL LATH: LATI 4 TO BE PER FBG R703.0 .I / ASTM G-841-09, MIN. 2.5 LBS. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP d SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP ! SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH / WALL I 6' SELF ADHESIVE— FLA514ING (INSTALL PER MANUR SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH' ELEC. METEF VERIFY LO CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER THICK, 3 COAT CEMENT Y8' TO YB MID -WALL WEEP SCREED r — — — NN ipi�]_ �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL TOEEP FRAME)EED �1VENT PENETRATION h SCALE: N.T.5. HIGCH I V I�CI..0 I YC STUCCO SCRATCH GOAT 4 1 COAT OF PAINT WBAGK- ROLL PRIOR TO ELEC. METER INSTALLATION �. METER FIELD VERIFY LOCATION I ELEC APPLY STUCCO SCRATCH GOAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC 50CYANOTE-POLY5LEND FOAM �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES ;O 5CRATGN COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOU5EWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOU5EWRAP BELOW GUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT -PROM SEALANT AT JOINTS AND INTER5ECTIC WOOD SHEATHING WRB LATER •I, STUCCO WRAP WRB LAYER 2, FORTIF15ER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER o 1' O.C. MAX V TO V MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADWE51VE FLASHING, CLEAN MASONRY BEFORE APPLYING V FMISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 5TEP #1 5TEP #3 WRB LAYER M, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER "1 8' 5TEP #2 WRB LAYER •1, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT El MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FIN15H (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #ro OELECTRICAL RECEPTACLE A R C N I T E C T S Design 6 Grou Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40T-774-4078 www. abd esigngroup.com AA #: 0003325 W y U 0 cKi 0 SL ISM de IAT: S ILVERADO LOT #20 BLK #6 PROJECT# 04128.000-02061 IkLODELA 4EHB 112605- HAYDEN" GARAGE 19111IIMG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHfTECT- STATE OF FLORIDA :A11/7/17DAR 1/4"=1-0" 8FEET TA2TM WOOD SHEATHING WOOD CONSTRUCTION HAT CHANNEL W/%' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP }' THICK 3 COAT CEMENT - PLASTER WRB LAYER 'I, STUCCO WRAP t ` AMICO AM66-WFWC-T80 CUSTOM CASING BEAD EXT. WOOD FRAMED WALL WRB LAYER'), STUCCO WRAP SUB -FLOOR DECKING WRB LAYER -2, FOR`NFIBER BUILDING PAPER PRE-ENG'D TRUSS THICK, 3 COAT CEMENT WEATHER RESISTIVE - PLASTER BARRIER 'I 6' 5AF. iOP OF WEEP SCREED WEATHER RESISTIVE - TO SHEATHING BEHIND WEEP 5CREED BARRIER 2 4' POSITIVE DRAIN d' THICK 3 COAT CEMENT WEEP SCREED PLASTER METAL LATH WOOD SHEATHING 6' SELF -ADHERE IN FLASHING PPE WRAF a TOP OF WEEP SCREED 1\ TO SHEATHING BELOW U1R5 LATER'), STUCCO WRAP mi WRB LAYER -2, FORTIFIB BUILDING PAPER r 6' SELF -ADHEREING I FLASHING WRAPPED i e COFNER OF CANTILEVER 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SI-)OWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD l0A DTL.® CANT. SCALE: 1 1/2' = I'-O' NOTE: METAL LATH: LATH TO BE PER FBC R-103.(oJ / ASTM C-841-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/5' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH d' THICK 3 COAT CEMENT PLASTER VINYL CASING BEAD 11D DRIP EDGE INSTALLATION 5/5' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH }' THICK 3 COAT CEMENT PLASTER VINYL CASING BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER 2 a' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER 4' POSITIVE DRAIN WEEP SCREED )SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER •1 WEATHER RESISTIVE BARRIER 2 J' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11EDRIP EDGE INSTALLATION ES LNO GAP IN FIELD (SHOW FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE DRY WALL e THICK 3 COAT CEME PLASTER VINYL CORNER BEAD -VINYL CASING BEA 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) BUILDING PAPER) UJRB LAYER "2 CFORTIFIBER------ - METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLASHING — — FINISH LAYER (2 LAYER PEEL t STICK)� 6' PEEL t STICK ar DRIP EDGE TO DECK I Yi'XI i's' P.T. OR SIMULATED WOOD (TREX) FILLER CONTINUOUS I•' WATER Pl2ROOFILAYERNG let LAYER PEEL t Y STICK) WRAPPED FROM �= BALCONY DECK TO CANTILEVER 6' PEEL t STICK • , DRIP EDGE TO DECKS 1 )''XI % P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Ya' GAP FOR BACKE_�f;l ROD t SEALANT FINISH LAYER (2 LAYER PEEL t STICK) 3/4 RESILIENT HAT CHANNEL 5/5' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FIN15H d' THICK 3 COAT CEMENT PLASTER 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,)f' MIN. SPACE FROM DRIP FACE TO TREX Yi GAP FOR BACKER ROD t SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER l WEATHER RESISTIVE BARRIER '2 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Y,' MIN. SPACE FROM DRIP FACE TO TREX VINYL CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL t STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER d' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER '1 WEATHER RESI5TIVE BARRIER 2 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD J NO GAP IN FIELD ($WOLIN FOR CLARIFICATION OF SEPARATE ACCE55ORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x FRAMING MEMBER 8" THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING l' O.G. MAX. WRB LAYER •I, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER (14A CORNER BEAD C FRAME 2 1/2' � �r CORNER BEAD (FASTENER t SPACING 9 l' O.G.) CMU 5/e" THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK Yi GAP FOR BACKER ROD t SEALANT — VINYL CASING BEAD —� LATER PROOFING let LAYER (2 LAYER PEEL t STICK) ..e.,,e.a.. WOOD SHEATHING WRB LAYER h, 5TUCCO WRAP 70LUMN SHEATHING WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE BARRIER 2 5' 5AF. \ -FEEL t STICK — I )k'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT — 1 Y,' X 3' 26 CA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,Y2' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER ' WEATHER RESISTIVE •t BARRIER 2 EXTERIOR COLUMN ". \ COLUMN SHEATHING 6' SAP. \PEEL t STICK •1 )(i x3' 'L' FLASHING 6U5 FLOOR FULLY EMBEDDED IN ® F F ` ROOF CEMENT I Y:' X 3' 26 GA. GALV. METAL DRIP EDGE I ,i'XI Y:' P.T. OR SIMULATED SET IN FULL BED OF WOOD (TREX) FILLER SEALANT, Yi' MIN. CONTINUOUS SPACE FROM DRIP FACE TO TREX Yi GAP FOR SEALANT VINYL CASING BEAD OPT. BACKER ROD. I WATER PROOFING Ist MODIFIED 50 LAYER (2 LAYER PEEL t 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD I CANTILEVER i a' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED < PAINTED WOOD SHEATHING FIN15H s THICK 3 COAT CEMENT 4' POSITIVE DRAIN PLASTER WEEP SCREED O GAP IN FIELD VINYL CORNER BEAD (SHOWN! FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN / TAT /" T " T', T A Q LXT KTrl WRB LAYER 2, FORTIF15ER BUILDING PAPER \ METAL LATH THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING_ FLASHING WINDOW FLANGE WOOD 5HEATHINr3 WRB LAYER'l, STUCCO WRAP WRB LAYER "2, FORTIF15ER BUILDING PAPER �_lunll METAL LATH (EXPLODED J' THICK, 3 GOAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER 2, FORTIF15ER BUILDING PAPER — METAL LATH THICK, 3 COAT CEP PLASTER 6'5ELF-ADHERING FLASHING DRIP GAP WINDOW FLANGE 15B CASING BEAD @ WINDOW ( FRAME, NO BAND) A R C R I T R C T Gi In row 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6D78 FAX: 407-774-4078 www.abdeslgngmup.mm AA N: OD03325 W y U 0 4 U O rIp",]!DCT# LVERaAe DL O OT #20 LK #6 OT 04128.000-02061 MODEIA 4EHB "2605- HAYDEN" GARAGE OM MG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT-. STATE OF FLORIDA DAM 11/7/17 SCALE: 1/4" =1' — 0" SR=T WA3 WOOD SHEATHING WRB LAYER •I, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERING— FLASHING VINYL ANGLED CASING BEAD DRIP GAP — WINDOW FLANGE WOOD SHEATHINGS WRB LAYER #I, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH i J fEXPLODED s° THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYE BUILDING METAL LA THICK 3 PLASTER 6'SELF- FLASHI DRIP G R "I, WRAP ' BEAD :9 R -2, FORTIP15ER i PAPER �- i � TH COAT CEMENT a� ADHERING �, J NG AP WINDOW FLANGE CASING BEAD C WINDOW 15C CFRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER #I, STUCCO WRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER g' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD ), GAP TYP CASING BEAD IX TRIM MEMBER TO TRIM to STUCCO TO SIDING TRANSITION SIDING x WOOD 5I4EATI41NG STUCCO WRAP THICK 3 COAT CEMENT ASTER :TAL LATH WRB LAYER •2, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER 9, STUCCO WRAP �— CASING BEAD 6' SELF-ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD ccNsra cnoN BEYOND WOOD suEAru1NG WEATHER RESISTIVE BARRIER 9 WEATHER RE515TIVE BARRIER •2 ' X 11 Y'RE`a'ELLAAP SIDING / / / \ 6' SELF -ADHERING / FLASHING, S' SELF -ADHERING I LL FLASNMG L WEATHER RESISTIVE BARRIER -1 STARTER STRIP / \� \\ '. BAAR BARRIER RESISTIVE DO NOT CAULK OR I I \ \ .�/ W SELF -ADHERING SEAL OPENING FLASHIW, \ — GALV'D METAL 'Z' rLA METAL 'L' FLASHING 'Z' FLASHING DO NOT CAULK OR SEAL OF'ENII-l3 SEALANT i, I i i WINDOW FRAME — 1 I I i I I I I i I I Y' X W SIMULATED 1 WOOD TRIM MEMBER i STUCCO CASING \ \ \ I Y' X T SIMULATED I WOOD TRIM MEMBER \ \ SEAL GAP W/CAULKING `� •�,, / OR APPROVED SEALANT I Si A&2 CASING SIDING TO STUCCO BE D ® BLOCK TO FRAME �� TRANSITION 1 it NOTE: METAL LATH: LATH TO BE PER FBC j R103.6.1 / ASTM C-841-09, MIN. 2.5 LBS. 1 PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) xt WRB LA I ER #I,WOOD BEYOND MADODN5TF31CTIL STUCCO WRAP MAT THINGWEATHER RESISTIVE BARRIER �WEATHER RESISTIVE BARRIER -2 WRB LAYER 02, FORTIFIBER � REVELAP 6IDUX REVEAL BUILDING PAPER F6�SrLF-ADHERINGMETAL LATH STARTERSTRIP—DO NOT CAULK OR (EX811 THIGK, 3 GOAT GEI" IENT VIEW FOR PLASTER CLARITY) CASING BEAD C RAISED 1 BAND ( FRAME) SCALE: 1 I/2"= I'-(J' I Y.' X 6' SIMULATED- LLbOD TRIM MEMBER E-Z BEAD VINTL CA! (W V FLEXIBLE PVC BACKER ROD) 6' SELF -ADHERING FLASHING WEATHER BARRIER (LEATHER BARRIER W SELF -ADHERING / _ FLASHING MATHER RESISTIVE \ BARRIER 9 TO LAP �\ 6- MIN. ABOVE TOP OF 'Z' FLASHING ILL WEATHER RES15TIVE BARRIER 9 WEATHER RESISTIVE \ / BARRIER 7 GALYD METAL I I 'Z' FLdSNNG / DO NOT CAULK OR WEATHER RESISTIVE BARRIER 9 TO LAP W MIN ABOVE TOP OF 'Z' FLASHIIJG \ I v X 6' SIMULATED WOOD iRR1 MEMBER ' SELF -ADHERING FLASUING .SEAL AlGW/CAIILKI. OR APPROVED SEALANT WEATHER RE515TIVE BARRIER 9 E-Z BEAD VINYL CASING (IW%' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO `WEATHERREs15TIVE ® FRAME TO FRAME BARRER-2 i@ TRANSITION lull SEALANT WINDOW FRAME n11. J�A1.C�� 2X FRAMING MEMBER BUILDING WRAP -- --------------------------- 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER "2, FORTIMBER BUILDING PAPER E-Z BEAD VINYL CASING (W/3YB' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER ' 6' SELF ADHESIVE FLASHING WOOD SHEATHING i DETAIL BELOW EXPLODED FOR CLARITY -------- ----�---------------------------------------------- - ' Y4' GAP TYP s' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW METAL LATH LURBUIBLAYER *2, LD NG PAPER RTIFIBER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL CASING (W/3/5' FLEXIBLE PVC BACKER ROD) APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP EZ BEAD WINDOW CASING1 LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — A R C N I T i C T i 44 MO. n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngmp.mm AA #: 0003325 w m U 0 a a 0 k G FBLK de I.oT: RADO #20 #6 # 04128,000-02061 MODELS 4EHB "2605- HAYDEN" GARAGE !!TANG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EV. B ARCHffECT- STATE OF FLORIDA Dp� 11/7/17 SCALE: 1/4" =1' — 0" SFZEET WA4� AN WRB LATE STUCCO VINYL A SEALANT i, I i i WINDOW FRAME — 1 I I i I I I I i I I Y' X W SIMULATED 1 WOOD TRIM MEMBER i STUCCO CASING \ \ \ I Y' X T SIMULATED I WOOD TRIM MEMBER \ \ SEAL GAP W/CAULKING `� •�,, / OR APPROVED SEALANT I Si A&2 CASING SIDING TO STUCCO BE D ® BLOCK TO FRAME �� TRANSITION 1 it NOTE: METAL LATH: LATH TO BE PER FBC j R103.6.1 / ASTM C-841-09, MIN. 2.5 LBS. 1 PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) xt WRB LA I ER #I,WOOD BEYOND MADODN5TF31CTIL STUCCO WRAP MAT THINGWEATHER RESISTIVE BARRIER �WEATHER RESISTIVE BARRIER -2 WRB LAYER 02, FORTIFIBER � REVELAP 6IDUX REVEAL BUILDING PAPER F6�SrLF-ADHERINGMETAL LATH STARTERSTRIP—DO NOT CAULK OR (EX811 THIGK, 3 GOAT GEI" IENT VIEW FOR PLASTER CLARITY) CASING BEAD C RAISED 1 BAND ( FRAME) SCALE: 1 I/2"= I'-(J' I Y.' X 6' SIMULATED- LLbOD TRIM MEMBER E-Z BEAD VINTL CA! (W V FLEXIBLE PVC BACKER ROD) 6' SELF -ADHERING FLASHING WEATHER BARRIER (LEATHER BARRIER W SELF -ADHERING / _ FLASHING MATHER RESISTIVE \ BARRIER 9 TO LAP �\ 6- MIN. ABOVE TOP OF 'Z' FLASHING ILL WEATHER RES15TIVE BARRIER 9 WEATHER RESISTIVE \ / BARRIER 7 GALYD METAL I I 'Z' FLdSNNG / DO NOT CAULK OR WEATHER RESISTIVE BARRIER 9 TO LAP W MIN ABOVE TOP OF 'Z' FLASHIIJG \ I v X 6' SIMULATED WOOD iRR1 MEMBER ' SELF -ADHERING FLASUING .SEAL AlGW/CAIILKI. OR APPROVED SEALANT WEATHER RE515TIVE BARRIER 9 E-Z BEAD VINYL CASING (IW%' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO `WEATHERREs15TIVE ® FRAME TO FRAME BARRER-2 i@ TRANSITION lull SEALANT WINDOW FRAME n11. J�A1.C�� 2X FRAMING MEMBER BUILDING WRAP -- --------------------------- 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER "2, FORTIMBER BUILDING PAPER E-Z BEAD VINYL CASING (W/3YB' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER ' 6' SELF ADHESIVE FLASHING WOOD SHEATHING i DETAIL BELOW EXPLODED FOR CLARITY -------- ----�---------------------------------------------- - ' Y4' GAP TYP s' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW METAL LATH LURBUIBLAYER *2, LD NG PAPER RTIFIBER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL CASING (W/3/5' FLEXIBLE PVC BACKER ROD) APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP EZ BEAD WINDOW CASING1 LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — A R C N I T i C T i 44 MO. n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngmp.mm AA #: 0003325 w m U 0 a a 0 k G FBLK de I.oT: RADO #20 #6 # 04128,000-02061 MODELS 4EHB "2605- HAYDEN" GARAGE !!TANG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EV. B ARCHffECT- STATE OF FLORIDA Dp� 11/7/17 SCALE: 1/4" =1' — 0" SFZEET WA4� AN WRB LATE STUCCO VINYL A (EX811 THIGK, 3 GOAT GEI" IENT VIEW FOR PLASTER CLARITY) CASING BEAD C RAISED 1 BAND ( FRAME) SCALE: 1 I/2"= I'-(J' I Y.' X 6' SIMULATED- LLbOD TRIM MEMBER E-Z BEAD VINTL CA! (W V FLEXIBLE PVC BACKER ROD) 6' SELF -ADHERING FLASHING WEATHER BARRIER (LEATHER BARRIER W SELF -ADHERING / _ FLASHING MATHER RESISTIVE \ BARRIER 9 TO LAP �\ 6- MIN. ABOVE TOP OF 'Z' FLASHING ILL WEATHER RES15TIVE BARRIER 9 WEATHER RESISTIVE \ / BARRIER 7 GALYD METAL I I 'Z' FLdSNNG / DO NOT CAULK OR WEATHER RESISTIVE BARRIER 9 TO LAP W MIN ABOVE TOP OF 'Z' FLASHIIJG \ I v X 6' SIMULATED WOOD iRR1 MEMBER ' SELF -ADHERING FLASUING .SEAL AlGW/CAIILKI. OR APPROVED SEALANT WEATHER RE515TIVE BARRIER 9 E-Z BEAD VINYL CASING (IW%' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO `WEATHERREs15TIVE ® FRAME TO FRAME BARRER-2 i@ TRANSITION lull SEALANT WINDOW FRAME n11. J�A1.C�� 2X FRAMING MEMBER BUILDING WRAP -- --------------------------- 8" THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER "2, FORTIMBER BUILDING PAPER E-Z BEAD VINYL CASING (W/3YB' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER ' 6' SELF ADHESIVE FLASHING WOOD SHEATHING i DETAIL BELOW EXPLODED FOR CLARITY -------- ----�---------------------------------------------- - ' Y4' GAP TYP s' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW METAL LATH LURBUIBLAYER *2, LD NG PAPER RTIFIBER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL CASING (W/3/5' FLEXIBLE PVC BACKER ROD) APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP EZ BEAD WINDOW CASING1 LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — A R C N I T i C T i 44 MO. n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngmp.mm AA #: 0003325 w m U 0 a a 0 k G FBLK de I.oT: RADO #20 #6 # 04128,000-02061 MODELS 4EHB "2605- HAYDEN" GARAGE !!TANG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EV. B ARCHffECT- STATE OF FLORIDA Dp� 11/7/17 SCALE: 1/4" =1' — 0" SFZEET WA4� AN WRB LATE STUCCO VINYL A FBLK de I.oT: RADO #20 #6 # 04128,000-02061 MODELS 4EHB "2605- HAYDEN" GARAGE !!TANG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EV. B ARCHffECT- STATE OF FLORIDA Dp� 11/7/17 SCALE: 1/4" =1' — 0" SFZEET WA4� AN WRB LATE STUCCO VINYL A CUT HOI15EWRAP AT 45' ANGLE MODIFIED 'I' CUT IN HOU5EWRAP LINE OF WINDOW - OPENING I APPROVED WOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I IINSTALL 6' SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL I' BELOW 5 FLEXIBLE IDO NOT SE FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP(0 TUCK FLAP UND at HEAD FOLD POUSEWI IN At JAM55 1 SLOPE SILL R NSTALL 6' 5ELF-ADHE =LASHING C VINYL PEA[ =LASHING (i DAM5) NAIL =LANGE EXTEND 5ELF-ADHE =LASHING I' BEYOND JE =LASHING NSTALL Vlr DAP ALIGN FLASHING W/ I" EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAIL5, STAPLES) INSTALL DUPONT FLEXWRAP AS TH FLASHING AT THE FOLD DOWN DIAGC ACRO WINDO APPLY Aa' NOM. ANTINUOUS BE. )F SEALANT AT IAMBS AND HE, %PPLY TO BAG UINDOW NAILING :LANGE IN LINE 'RE -PUNCHED SOLES OR 51-01 VIDE ADHESIVE - EXIBLE FLASHING VER DRIP CAP 'ECTO-WRAP EOUIV) WINDOW FLASHING INSTALLATION DETAILS 1� ( FULL WRAP) 5G4LE.- NT5 STEP J INSTALL PLUMB, L AND SOL MANLPAC WRITTEN IN5TRUC1 / APPLY MEMBRANE FLASHING ->- OVER JOINT NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOU5EWR4P, 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. NOTE: GLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1150 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME 5NOLLN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C N IT E C IS _ DesiLfn PH:407-774 6 78 FAX: 407-774-0078 w .abdesigngmup.mm AA #: 0003325 F h 0 v �y- 0 4 U y O 0 J u POOR. ac IAT: SILVERADO LOT ##20 BLK ##6 PROJECT¢ 04128.000-02061 MOIDEI: 4EHB 2605- HAYDEN" GARAGE OWING: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B ARCHRECT: STATE OF FLORIDA 11 01/1 DA11/7/17 sCALE: 1/4"=1' — 0" sEIEET WA5 s r 2x(6 5U5-5AND t t va rexruRED W/I'x4' NOTCH 9 ! FINISH . WOOD, END, WRAPPED IN I/2' TEXTURED PEEL 4 STICK MU FINI5H a C METAL LATW x DRIP -EDGE 1\ x x x I\\ METAL FASCIA WRAP WOOD SHEATHING x x x x x 115' TEXTURED I\ l OR CMU WRB LAYER "I, x x x x x x FINISH a WOOD 1 \\ I` STUCCO WRAP(FRAME ONLY) x x x x x x I/2' TEXTURED �1 WRB LAYER'4, FORTIFIBER FINISH 9 CMU BUILDING PAPER lFR4ME ONLY) x x x x x x x x x x x x METAL FASCIA \ 2X6 SUB BAND ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x x x x x x FRAME OR CMU WRAP Y" FROM \ a x x x x x x x x x x x FELT PAPER \ STUCCO, I' FROM \ DRIP EDGE x x x x x x x x x x - WOOD WALL \ \\ METAL KICK OUT x x x x x x x x x x DRIP EDGE © FL ,I N x x x x x x x x (REFERENCE POINT EXTERIOR WALL \\ x x x x NLY OGOMPON R WALLOr (FRAME OR CMU) X �E7 OF NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED J/\\ FOR CLARITY ROOF DEC<(BEYOND) `\ DRIP EDGE, I' OFF WALL �lNOT INTO STUCCO) �1/8' TEXTURED FINISH / WOOD, 1/2" TEXTURED ` \ i FINISH 9 CMU 2x6 SUB -BAND W/1'x4' NOTCH 9 END, WRAPPED IN PEEL 4 STICK * ®� METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®fL,4N A PRE-ENG'D TRUSS TO BE CUT 9 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS ,o'-S' O.G. MAX. 2x 5U15-BAND W/V2'x4' NOTCH 9 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL ( WALL W /KICK —OUT METAL FLASHING, WRAPPED MIN.)'4' ABOVE BOTTOM OF DRIP EDGE 2x 5UB-5AND W/lY'x4' NOTCH 9 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT 9 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN, Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1,142'x4' NOTCH 9 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 9 ROOF EDGE OMITTED FOR CLARITY A7rcuO. 1441 N. RONALD REAGAN BLYD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078W W w.abdesigngmup.mm AA #: OD03325 Z w x a N V 0 3 e 9aDIV. de L.OT: SILVERADO LOT #20 BLK #6 PRCJECT# 04128.000-02061 MODELS 4EHB "2605— HAYDEN" GARAGE 6VWG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B ARCHRECT: STATE OF FLORIDA -1114 DA 11/7/17 SCALJM 1/4"=l'-0" e dd A6