Loading...
HomeMy WebLinkAbout36137 Stable Wilk Ave40 tb.- 4EBB 18�'�8 UALI 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS •FLORIDA BUILDING CODE, RESIDENTIAL, ARY ABOVE LAV. LAVATORY CERTIFIED BUILDING CONTRACTOR: 5TH EDITION (2014) A/C AIR CONDITIONING LUM. LUMINOUS • ALL LOCAL AND STATE CODES AT. ALTERNATE ALTERNATE M.C. YFR. CABINET MEDICINEWILLT. MANUFACTURER D.R. HORTON HOMES � MINIMUM .00CUPANCY -RESIDENTIAL, GROUP R3 CL B� BOARD CENTER Lire �` MOUNTED METAL 12602 TELECOM DRIVE :CONSTRUCTION TYPE - VB CAB. C CABINET N.T.S. NOT TO SCALE TAMPA, FL 33637 •MIN. INTERIOR FINISH - CLASS B CEILING ON CENTER TEL: (813) 740-9720 •BASIC WIND SPEED - Vult=150 MPH Vasd=116 CIR CONC. CONCRETE P� P.B. PROPERTY LINE PUSH BUTTON MPH CPT. cam PH. PHONE FAX: (813) 740-9715 :EXPOSURE _ B C.T. CERAMIC THE PLT. PLATE •I -STORY RESIDENCE D. DRYER PLYND PLYWOOD •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES BILL DIN" D.C. DIA. DOUBLE DUAL GLAZED DIAMETER PR P.T. R. P PRESSURE TREAT® RISER DBI. DIMENSION BAD. RADIUS STATE OF FLORIDA DISP. DP. DISPOSAL DEEP RA.C. REF. RETURN AIR GRILL REFRIGERATOR PROFESSIONAL ARCHITECT: Dns. DOOR DOWNSPOUT N R. ROOM OPENING ROLAND A. ABOUCHACRA DER. D.W. DETAIL DISHWASHER S.D. S.H. SMOKE DETECTOR SINGE HUNG AR NO. 93723 EA. ELEVA. EACH ELEVATION SSHTBG. SHWR. SHEAATTHING SHOWER SQYT. CALC.'S EQ. EQUAL E SIDING A.B. DESIGN GROUP, INC. W. W. RYTERIOR SLM SLIDING LIVING 1626 SQ. FT. F.G./FX . FD® GLASS SL CL SLIDING GLASS 1441 NORTH RONALD REAGAN BLVD. GARAGE 430 SQ. FT. F.G. FUEL GAS sm. STANDARD LONGWOOD, FLORIDA 32750 ENTRY 6 sQ. FT. FIN, FIR' FINISHLOOR FLOOR CIS SHEAR "'U SECTION LANAI 88 SQ. FT. FLUOR. FRENCH SC SOLID GORE Tel: (407) 774-6078 TOTAL 2362 5Q. FT. FR. DR FRENCH DOOR DOOR TRIP. THE. TEYPERBD GLASS THICK Fax: (407) 774-4078 R'C. GA. FOOTING GAUGE T.O.C. TOP OF CURB CAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB GP1. GROUND -FAULT CIRCUIT ` T P. U.N.O. TYPICAL NOTED PLAN REVIEW GL. GYP. BD. H.B. H.C. HDR. HOT. OR HT INSUL cG�" GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION V.P. W. W/ WD. WOW. W/H VAPOR PROOF WASHER rm WOOD WINDOW WATER HEATER ATE CHECKED BY: 7 08 15 J.M.-FBCR 2014 CODE UPDATE INT. INTIMOR W.I. WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION I REVIEW D E, CITY OF ZE PLAN EXAMINER ALL PREVAILING ORHALL CO CODES PLY WET►-i FLORIDA BUILDING CODE, NATIONAL ELECTRIC CITY OF ZEPHYRHILLS p EDI AND CEs INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG I -FOUNDATION PLAN PG IA -DOWEL PLAN PG 1B-LINTEL SCHEDULE PG 2 -FLOOR PLAN PG 3D-FRONT, REAR, LEFT & RIGHT ELEVATION "D" PG 3D.2-WALL ASSEMBLY ELEVATION "D" PG 4D-FRAMING PLAN ELEVATION "D" PG 4.1-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG 6-MECHANICAL PLAN PG DI -MONOLITHIC FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-MONOLITHIC 1-STORY SECTIONS & NOTES PG D4-MONOLITHIC 2-STORY WALL SECTIONS & NOTES PG D4.1 MONOLITHUIC -2-STORY WALL SECTIONS 1-HR WALL PG D5-MISC. DETAILS PG D6-PRODUCT APPROVAL LISTING PG D7-WATER PROOFING DETAILS DETAILS 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 A R C N I T E C T E 6 Design Grou .a L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.wm L AA 8: 0003325 , F w FO 4 Chi h 4 A w M9iiHaIV ae Lo7Z SILVERADO LOT 25 BLK 1 IW 000-25001 woaE>r1 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: COVER PAGE 150 MPH EXP. B ARC�iITECT- STATE OF FLOPoDA NV 6 aP � 11/07/16 OCALE: 1 /4"=1'- O" M9IIL'ET C1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), STH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A FLOOR LIVE LOADS R301.5 (PSF) 1. SLEEPING ROOMS 30 11. ATTICS WI STORAGE 20 " III. ATTICS W/OLR STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301 A 10 (PSF) C. ROOF LIVE LOADS R301.6 " I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) 1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) IL CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA 1. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH IL EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS t0.18 V. RISK CATEGORY It 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 COMPUTES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACT 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACT 318-08. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/.'. 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 W. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) E. APA-THE ENGINEERED WOOD ASSOCIATION: 1, ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb =1,500 PSI Fv =175 PSI E=1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS, 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R8021.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8' CDX PLYWOOD. 5/8' CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 10. FLOOR SHEATHING SHALL BE APA RATED %"SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. EDITION (2014). 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. MASONRY 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. PROVISIONS OF TMS 4021 ACT 5301 ASCE 5. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 E 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OMISSIONS THE CONTRACT DOCUMENTS, OF PSI. POINTS AND SUBMIT THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. CONSTRUCTION. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 1 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. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR 150 MPH MIN, WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R307.5.1. 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID NON-METALLIC CLASS OR CLASS i 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 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR-CEIUNG ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN Y INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIRSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. I 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557, THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3181NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY ACCORDANCE WITH ANSI A58.1-1982. VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 i6. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF FOR MORTAR JOINT THICKNESS TOLERANCES. THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR -I PSI PEA SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 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 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACT 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACT 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACT 318-08. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE W X 6"- W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 34".R506.2.5(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1%' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH 1/:" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUiS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 7%' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06. 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 07/15/15 L441 N. KUNALU KtA6AN tlLVU. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.a bdesigngroup.com AA #: 0003325 w y 0 F y 0 F i w V SLTHDIV. at M-14 SILVERADO LOT 25 BLK 1 PlLoj=Tpp 04128.00-25001 moDEL: 4EBB "1828- CALI" GARAGE SIWMG: RIGHT PAGE: GENERAL NOTES 50 MPH EXP. B ARCHITECT STATE OF FLOPoDA S POP m 11/07/16 SCALE: 1/4"=V-0" SHEET GN VTR KITCHEN SINK W/ �h 1/2' 2 AUTO VENT \\� 1/2 3 24'X24'XI2' CONC. PAD W/3-S BARS EW1. ON CHAIRS ,�- MIN. 3' COVER 2' VTR WC �I 1/2'1 2' 21/2' -� LAV I yl I I I 11/2 SNWR 2' L N WASHER GO 4' TO PLUMBING RISER DIAGRAM 39'-S' 28'-0' O 4• E 4 I 01�Wt SLAB • I I TDYP. DI i LL I 0'-0' ELEV. I \ ■ FIN. CONC. SLAB i ■ ■ ■� 4' GONG, REINF. W/ 6'x6' �p I WIAXWIA UU1M ON 6-MIL POLY- -' - ETHYLENE VAPOR BARRIER ON EXTEND 10 WELL -COMPACTED CLEAN FILL • SLAB 1 1/2' DI TERMITE TREATMENT SHALL BE I 1 BORA-CAR'_ I I J > ■ I _ ■I Jd m _ m 36'x60' AN OPT. a=�11—DW—I a _ REF III SINK II ■ II j� - �Ixii\\ II■ 1' PvC CHASE 1 FOR ELEC. To L - - J ISLAND I NGE r - - II IJ 7� I� 3 II I L- CJ -J LOB I --� J cis on ■ • 2'-9' 3'-6' 15'-10, _1 _5 - - II'-11, 3'_2• � I ■I I■ 1 I - EXTEND LAB IDI/2' \ • HB 4' CONC. ■ 13 1/2' _ SLAB 2X6 WALL_ _ 4' PVC�� - — �� fro; I CHASE i - \ l / LAV. 5 BOLLARD AS REQ. \ I ■ `GOND.I ;� DI PER BLDG. CODE A EXTEND END OF PVC. CHASE UP 12' ABOVE■ COND. CONIC. PAD 3'-61 W O SLAB -3 1/2' I ! • I 4 OIL DI �, I 0'-0' ELEV. •• 9A8 I ■ I FIN. CONC. $LAB I Z.$ B I DI I L — — — — pl J ■ 1p "' I *51/2' DI I I DI � i D$I DI �6 ESTRAP O 40 _ - � 21 -4 UNIT IT W1 W/ (2) -8x1 I/4 A/C SHT MTL SCREWS UNIT SIMPSON WB ROLL FOUNDATIONPLAN STRAP OR EQUAL NOTES: SECURE STRAP TO - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN CONC. CONC. W/ (2)-3/16'X2' - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL TAP -CONS MEET PROVISION OF SECTION R311.3.1 OF THE F5C;R 5TH SLAB EDITION (2014). A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD ® 12' FROM STRUCTURE A R C N IT E C T E crs' was nvvv, r� a� • w PH: 407-774-W78 FAX: 407-774,4078 www.abdesigngroup.com AA N: 0003325 F W y m R 0 a JN Bxnmz 1. de LAT SILVERADO LOT 25 BLK 1 PROJMT# 04128.000-25001 MODEL& 4EBB "1828— CALI" GARAGE DWING: RIGHT PAGR: FOUNDATION PLAN 150 MPH EXP. B ARCHn ECT STATE FL�AFLF Dw11/07/16 8CAIM 1/4"=1'-0" 8I'�ffi1' 1 A R C N I T E C T E GrDuSI In 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 w .abdesigngroup.com AAA: 0003325 F W y w 0 y O a y A INW 8tnmzv. a. LflT: SILVERADO LOT 25 BLK 1 0-4128 000-25001 U0DEs- 4EBB "1828-CALI" GARAGE SWING: RIGHT PAGE: DOWEL PLAN k.150 MPH EXP. B r ARCF FM D P TT 11/07/16 SCALE: 1 /4"=1' - 0" BMEET IA A R C H I T E C T S v 111 SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS SAFE GRAVITY I OAnS FOR S" PRECAST A PRFSTRFSSFn w INTFI S *-*a_ SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 8UB exe- as-D a. ra-b - ar-b ex]+-D D -D 2'-10'(34') PRECAST 2231 !me! !me! ♦em! 4ra1 se10 lu 11541 elTM 81t4 De!• 1DM 35-6' (422) PRECAST 2231 3me! 3lR rs m semi le♦t emsM vw ice 1 4'-0' (48') PRECAST mee, ]eel wv ate) M6m! 9aM 6b ♦N3D 'a" eSe1 lPl4 aDSM emt n609 W-6' (541) PRECAST 15-- be9 Sb! xxm 491e M!I 61b !15! »4l ale earo s1M IWlM an♦ Ibme W-4• (64')F'RECAST Un un wee lea9 Ba,0 3D! 9eN as! Ise! !m!m ease 1e41 e 5'-Im'(l0')PRECAST 062 na! x13 r31 ]a]m 1l45 lmm9 e4tm wet Ln ♦3em tr lm 6'-6'(l8')PRECAST ace Tm -1 3w 4- Smel 9m8 12m 2m )Main aim vein (9m')PRECAST 143 .1 In M.2 nW able DII 11]9 2NI ee5e 5eei eNl 9'-4• (112') PRECAST 554 e!e 152 11•m IeM ru 2DH 2a61 flee 3Me Nb 4 lem2 10'-6YD6')PRECABT 479 e!! eSD Wl alit 2w M!e II'-40 (1-16-0-RECAST 362 •'18 lees IDMe 2-1 Sal MOaL owt tw9 bee we 242! 3 4mp 12'-0'(l44')PlWECA5T 331 5Mm M D 1 ra4 21v tame M2 eMm ev na - tree >eme am 13'-4'(I60'.PWCAST 296 41l 4ll lee ley Iml6 Iml5 wM w2e b3e T!r M 2ev 14•-m'(168')PRECAST 21% M2a ld Imm] b2s tell 20 2tlm M{2 'imb Immt 83e 169'1 2V1 16lm 14'-e'(ne') Hamra NR N4 a° ae IR rae Ice lv utm BO] n4e Zen eta 15'-4'l184') REATa NR Ne Ne NR NR Ht 40 1. 1a50 n!! oo ]Oi ]A]m Mb ]T-4' (208•)PJaena N.R.rn Ne 7 9mm !.Y Yin BL rm9 rM9 ]m♦l 19'-4'(232'11.1aena NR M fee M NR Ne Na M 23e 40 'Bin 011 aD2 8B nr 21'-4• (256')P.aaxla NR. N¢ H! N¢ rm eMm DSe e46 uw u5! wa 11'-mY164')Flaama NR M Ne N¢ Ne NR roe at ra 3D a5m te. -1 atl um 24'-mT288.1 PIaeT1a NR N° 1 Nt I r•° Ne D! " loo I - Ir9a an Ca- I IPI IR I DARC FDR e" PRFCART e. 01MFCTR-11I LI 1-9. A CIAT-*WM SAFE LOAD - POUNDS PER LINEAR FOOT TTPE LENGTH eFaR SM' "-n aTm-n M4•17 a ff a -n epB-n axe-ax 9r-iT -] 4-]T sxaar sn-n 3'-6' (42') PRECAST. d9 2M !M. 4991 62e! lmml 1669 4 1 936 `W b] 1 I 4'-0' (48') PRECAST �! Has 3mem 3e15 IDIm 5!M e4n9 1%! 3me0 seB Hl0 53M emt9 4'-6' (54') PRECAST aml 2m4m 21m1 9!A ♦e4! ♦lx e!» amt 2m 0 93A 4mM9 4111 e31 5•-4' (649PRECAST Dr nls- 2ve 3Yl9 -1 M5n br eve 3=Men PRECAST !m9 G ]DA! 3e Mb! 9» l teem ]99! xm1 3.2m PRECAST 9MI 31a bee 23M 211m 3MI 31D T-W (9m') PRECAST rot ru 2♦2 l 1 r24 a"' 24xe 3278.1 W-4' (1129 PRECAST s91 1 re W-6'(126)PRECAST S.m a !r Ie - m3!11, e4s4SI4D� w'2 2 2Banbb9 I-4' (1%)PRECAST I1123''--O4'' 414 B Atl2B4 9l 1 312 W- 2 ((1N434m''))FPRREEGGAA99TT 124 Sid b! tibIwer3 u MW!D0m1I X4x6Sm'6Amm2 w le 14'-0'(lb8')PFZCAST 296 12{ a] 1mo. Fiat mint 14'-V (I169 PIa W M! I 92m 3 eta ve Bin Bb 1 3M PS'-4' (184'1 x'IaeTla M B r e q n'-4- (200•.Plaena bl re] e9 9M sine !tl 11m lee all eV wV 19'-4•(2329FIaBTIa -2 M In •� � In 21'-4' (Z56')PIUESTrE 42 wT . 2w 4 eml 9a 6n 3S3 5!l M '21 a2 22'-0'(264'JPnB81mE85E V'1 ut 1!1 2v 2tl !ae 3» eu NZ er 24'-OY288')PF£eTla a4 M Tm2 26l n !♦] Mtl 4r ♦!T »l 5el els SAFE GRAVITY LOADS FOR a" PRECAST a/ 2" RECESS HOOK 11-1 INTFI S <wsr-tiww SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH 4'-4' (52') PRECAST esr ess-D alas. bras ram- rea- se. nn 3etl exam 4!M! 5421 s4v teal rtl bin lees aza se!! seem 5•» asl3 4'-6' (S4') PRECAST ta94 ey 3 4 9924 elm4 n5e !e!e 92me ee!! eC6m aM» rbs! W-V (68')PRECAST 9tm elm nr ]Tl w9 !Min] 9966 sere A6l Tom 4ae1 s!D! lYl 9i11 9'•Im'(W)PRECAST d0 tl5 re9 rm0 3e49 91'14 llmm HtD4 ID ]94] 424a (WW'RECAST »l 9m1 r25 Sam em4e T4l lM4e l3em !ml b2e win am+e l!B 5f» l'-6' (90')PRECA$T ltl w!m 24a9 tits 5l1! rote -1l5! ee! 415m 2M69 9T4 l♦9 W-8' OW) PRECAST 4x 46e -J!9 Bee 2M! !a! 48mMax 526 9'Je Bee 2M! !Q9 5e31 SAFE UPLIFT LOADS FOR A" PRECAST a/ 2" RECESS DOOR I I, NTFI S 4Cut-CMw SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH - W-4' (529 PRECASTP142. 4'-6'(54') PRECAST eel ]tro 2Ae!-1 TN 249e 9e4a Mlo(68') PRECAST »nn M2e» n!1 M26PRECAST ea& n4 2M! rl! w 2183ace n4e 22e! 2TUW-a•(so.)PRECAST s-elm ow 19em 2♦25 gel! Sax!T-6' (5m')PRECAST P 16 2 M beM tre Tr6 ifrl 2%e 9'-8' (IW') PRECAST !2 Imv bob na 2mr a3N I I I I L- 4 L- 3 C2) 3052-SH LANAI S'-8• CLG. LIVING ROOM S'-S' CLG. 6068 SfsD. -- L-6 ROOMG 8'-S• CLG. I ®I 1 - - KITCHEN r-- s'-8 CLG. LAUN. I 8 I CLG. I II I II i I II II II II BDRM.#3 8'-8' CLG. UII II BBATH 2 I I BDRM.#2 GARAGE P! L-3 (2)3052. OWNER'S SUITE S'-S' CLG. 0. BATH S'-S' CLG. BDRM. #4/ DEN 8'-S' CLG. ENTRY _L C2) 3052-SN I EfsRESS I I6'-0'Xl'-O'O.HD. -------------------- L- 3 L-1 LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG A5 THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED MATERIALS GENERAL NOTES a sere leadw•ed-.,,-Iee•IgarolyI•Per �, SAFE LOAD TABLE NOTES TYPE DESIGNATION 1. nc e' preu•t INasl . 4mmm P•I 1, Provide "I eoMar bed end lead Joxxe. ACI 3D end AG7 530 B�° 1. All vdluee weed m minimum 4 m h 1. For coepo•" Ieael heleje• rot Jnun. 2. ne setrasaad Ilr4sl 6mmO I 2. S tall rllled Ilr1 a° r Wred. I het ehaua F* F'• eS Im. Tn extala ewreu or nine)• In.talled m exlsrlor concrete ..' mommdl bearing. use fa bad Rrn next our c F . FLLED WTH GIB�IR / U . UF4.LEDjr 9. Gout ps ABm Gl6 rg 3af9m 3. In•tal4tlon of IRnel -at ecmply wkF U+e erdnteclural masonry well• Noll Mw a coatNg W stucco appa" m -lan�e SEE SAFE LATERAL LOAD Exeeptlon, 8 t 1_x f- Innlled 1-1• -1 e. Fa Ihtel• bnglh not •Ipum, we Mfe bad p•I w/ uuxwxD 3/8 I-1, and/or •WCWa1 done . with m C-TSo a olha ovetl coat ~" bs redlc6 1 by 2m1 If bsarmg Imyth 1• han next longmt length •Yuen OlAIfrITY W 9 REBAR AT dPPr In4 TABLES F LOAD RATIWa Z gg agate . 8 to 11 Inch egep 4. U-Lintel• ere ntmwl'ecu.ad uM 5 IA' notcYm et IL Lintel• baded elnu114nsously Kh vrt-I rgrdvlty or FOR EACH ADDfT10NAL Ise• Uan 6 I/f xxfm. S. All •eM bad• m Inns of parade p: Ilneer BOTH T OF LNfF1 CAVITY tt 4. Concrete Ma•erry Unla (CMII) Pwr Ur ends to ac -.da- vertlml ull ramforcing end goutmg. uplltt) and horizarAdl (lateral) loede eMuld be CIy1 RyL T. NR •Net IPatad fool F a A8m C9m wanmlAD nK aroe 8. Rsreronce Ua CAST-CRETE Load Deus f- Graph broths for tYa caNalned badlrlg wllh tM folbwl,lg "-tbm f.QIIwSE 3. eats load• are •up�'Xpo•ed al1-bb beds. W. All seta bad• baled on eleply supported n eeryrs.•Iv. •v.wUl . ism p°I nor um.l derlsetlon mrormeuan. 4. Sea toed• w° J rn gad. 4m er Bede 60 span. Q� I / - I i� / I �- S. Reber per ABm 19 grade 6m e. B it"i eels added robe. to bo butod at w beuom f1e1c1 r wr. II. Tha mrbw m Ur w peromxwls CJ ICJ 1--J - 6. RrVr•I Vard ABM A4r a the Imtal uNt &Mlled vwllul bed lte�]ollsd IarizaAel teed ,2' CLR TYP 5. 0- -1 row. nM w wbellWl� r- two Indlutse the Cell reductlu fa da 40 ^9 • Pa t} S Ira y P4* ga g de Tim bw reldxetlen 1. l/31' dfanets wire KIrrup, are wokl d to ITIa Bete vrtlul bad ' Befe YnrizonUl bed 9 rewro m e' lintel• rneU flNd added nabs.. (i1MlTITY oP 9 ! 1. hbtar per ABm CTTm tyae M a B bottom etrl r- macmM-1 andlorage. IT. Addltlonal krona) load upeelty un be 1D 9 A. 6. Tr dslgnr may -Wts concarnrated E-q"* ' lintel tj+e 8F32-15 safe I L R-BAR 4T TOP a • B. G•t-In-Plea oat _ - ba provbad m ccepwlt. lens) datenrd by ua d«Igw bN provldxg addHlonsl rolnforeetl eeR4m p Cia m bad• eon tYr •afa bad table. by gdAty bed • 6412tu w/ 5% L NOM .El In Iisu or Contests ma•ary trNt•. corwete masonry above Ua lintel. Sss detell at right ulaAatng ltr mexwxD re•I•ting manse r d-tl-n 412 (Ab) • 5501 plf Y1Gxx1AL WOTw y-�, =' end .Yaer et a-awau nom race or •toma•t. 4AST-4afT4 LINTEL SCHEDULE LENGTH TYPE COMMENTS kLlNTEL IT'-4' SF28-IB/IT4'-6'SFI6-0B/IT II'-4' epic-IBAT L 5 V-4' BFI6-IB/IT L 6 1'-6' 8F24-IB/IT L l 4'-6' SFbm 115AT ASV. DOOR ASSEMBLY, BOTTOM OF LINTEL m V-0' AFF. L 8 - - NOT USED L S - - NOT USED L 10 5'-8• EFI2-CeAT LINTEL SET S' BACK FROM FRONT OF HOUSE L II - - NOT USED L 12 - NOT USED i_rDni $m Z 407-7746078 FAX: 407-774.4078 WWWA designgroup.com Ill6AA S: 0003326 F W h 4 0 a O Er G aumm a: Loz° SILVERADO LOT 25 BLK 1 P120JEC 04128.0--25001 1[ODEIs 4EBB "1828-CALI" GANAGD 9`1IIM11%. RIGHT PAGt: LINTEL SCHEDULE 150 MPH EXP. B (CAST-CRETE) ARCMTECT' STATE OF FLORDA „'/01 , s REBAR AT TOP Mna (D "WanI I-IR' CLEAR PART� 11/07�16 D CM BCALIM 1/4"=1•-0" 9 IQBAR AT BO'ITmM OF LMREL C4VIT- BOTTOM REBFOIFCMG PR7 DW N LNIEL (VARIES) oa I COIFOIlW AND O JDM WM LOADS BASIC WD BrOS E FOR 3 SE0010 GUSTS OFEWW SOUAIE bW VDIEKWOM REWM AIDTVFE FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR MIN. CRITERIA SGsD. MIN. 41 5 22/-28 CRITERIA 16010 OJ-ID. 112 5 21/-25 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5TH ED. 2014 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CAROL DUE 071005 39'-8° (2) 3052-5H (2) 3m52-SH EGRESS - I ---------- ..- --- LIVING ROOM 8 sNc�LG. 8'-8' CG. .9 I I 14-2" -__' _ OWNER'S I �hd SUITE 6m68 SGD. _ Dft00M ro - 2X8 e I VRAIOR-ISH� eb36 -Y.I I.C.8'8C G. Q I SKITCHEN CLG. _ '-al. O` - -__ _ rcl 6'-8' 'Y� -4" v 6'-m" 5 F-- � e I OPT I I � I a-i� DW I----- -_ SHWR. PAN -- � 0 L_CJ 2=8' b24 SINK ab36 Z-8 d ;_m• r - B _ �r W 3 SI `" IR-ISH 5'-8^ 2'-4"3'-6^ LAUN. I 1 I -- --LEI I m B •' PAN. `� 3 .. CLG• L J 0) RANGE b36 r -I %I - �n GLG. - -- I ci I � Y 3-514 O O v. arzc ti� � -- BEIDEN#4/ , A 6'-8' GLG >u � oN °ti'-4 GIN. CAI �� v II 1'- in mw BDRM.#3 6 v % L-�- \� -11 N ---- m _ WH. m roI - ?8 f 22'x54' I ATTIC I L ACCESS � 1 0 - COND. 3 4 .� 6_a LAV. 3 01 5-4. i i �n `o BOLLARD ? > U 1 I= AS REQ. s BATH #2 lu 8'-8' CLG. ���PERBLDG.FE S CODE GARAGE m V. - FOYER BDRM.#2 BOTTOM OF 36 XIm' TRANS. LINTEL m 1 a 1 ENTRY h s (2) 3052-544 EGRESS I m 1-- ----16'�m�=m�O�HD.- ------- 3 Im 2 8 im mom`-4--m 14'-m" 4'-4' 21'-4" 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 S1TE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE (R3m2.5.1) FBCR 5TH ED. (2014). SQ.FT. CALC. S LIVMG 1826 $Q. FT. GARAGE 430 SQ. FT. ENTRY le, SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-8' BRIG. BL. TOP PLATE 0 rtl A BAR DETAIL e CO e A R C N I T E C T E f'_rSlll LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA #: 0003325 F w w 0 4 v O F W m r tilmrv. a LOT: SILVERADO LOT 25 BLK 1 F-ROJECT# 04128.000-25001 ][ODEL 4EBB 1828— CALI" GAI%AGZ S'WMG: RIGHT PAGM FLOOR PLAN 150 MPH EXP. B Of ARCHITECT-. STATE OF FLORDA DA 11/07/16 SCALE: 1 /4"=1'- 0" SKEET A R C H I T E C T S FYPON —\ BKTIIXPI OR EQUIVALENT 8'-8' BRG_.. HGT.� _ L 1'-0. le Ib'X&2' FYPON DECO. SHUTTER OR EQUIvALENT 4' RAISED BAND (TYP.) 0'-0' FIN. FLR _ CIS' -II' BLDG. HGT. "' PON LV12X24 - OR EQUIVALENT J6 ELEVATIONFRONT TEXTURED FINISH S'-S' BRS. HGT. S'-S' BRG. HGL-�—_ a❑ ❑o a v 1:11:11 � 0'-0'. FIN. FLR OFF RIDGE VENT %REAOFAMC = 2364 SO, FT. VET FREE VENTILATION AREA REQUIRED = 1/30D REQUIRED VENTILATION AREA = 2364 %300 = 796 VENTILATION AREA X SO.INCHES PER Ff.(1441 = 1134.T2 SO, IN. MIN. REQUIRED VENTILATION = .5X 1134.72 IN UPPER PORTION OF ATTIC - 56736 SO, IN. DFF RIDGE VENTILATION AREA = 115 SO, IN. PER VENT 56736 /11.5 TOTAL@OF VENTS REQUIRED = 4.93357 TOTAL# OF VENTS PROVIDED - 5 AREA DFATTIC ISTHE PEPoh9TER OFTHE HIXISE, 1E55T}iE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NOOVERHANGS INCLUDEDI 12 OFF RIDGE VENT �6 OFF RIDGE VENT REAR ELEVATION TEXTURED FINISH 8'-8' BRGs. HGT. -- - - 8' BRG HGT - -- - - -- - -- - — ---- --------- —Y a 0'-0' FIN. FLR_- - �- - -- - - - — - - - - - -- - �- - -- - - - --- -- -- - -- _ - -- -- 0'-0' FIN. FLR LEFT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT B-13' BI3GHfaT'-�? - -- - - - - - - --- - — - - - - - - - - - - - - - - j, &'-S' BRG. HGL90 0'-0 FIN. FLR RIGHT ELEVATION TEXTURED FINISH � 0'-0' FIN, _FLR ' I II - ■ �OCEOM I FAX: 407-174-4078 www.at. gngroup.can AA #: 0003325 TFi w 0 h 0 4 y 0 4 z w 2' V-0-Lw� <n 7 N 0 I - nLOUVER DETAIL A SCALE: 1/2' - I'-0' BVSDIV. AC LL01`. SILVERADO LOT 25 BLK 1 PROJEC 04128.00T0-25001 MODEIA 4EBB 1828— CALI" GARAGE OWING: RIGHT PAGE: FRONT,REAR, LEFT & RIGHT ELEVATIONS 150 MPH EXP B ARCHITECT STATE OF FLORIDA o24 6 LFIAXAND ABD CHACRA AR NO 93723 Dp 11/07/16 SI'IEE4' 3D A R C X IT E C T E FRONT ELEVATION REAR ELEVATION \ VT TYP.' I I I I I I LEFT ELEVATION IF xn TYP. IINtomo cola 181111I WDes!Lln PH: 407-77450711 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325 Al F W 8 m F G h W O F C U M O N F 2 U 0 O U no r tilmrv. de LOT: SILVERADO LOT 25 BLK 1 PROJEC 04128.000T -25001 U0DEL: 4EBB "1828- CALI" GARAGE EiNING: RIGHT PAGE: WALL ASSEMBLY ELEVATIONS 150 MPH EXP B ARCHffECT-. STATE OF FLORIDA ROLAND ABOUCHACRA AR NO 93723 n A R C H I T E C T .. = DENOTE RAT RN s 10' O/C MAX. —.. DDM 2X6 STRM= # 10 OC MAX. CA -IF II II I~lr if �J� II II II Iv7=—t I 11 CJ3CJ5 IIIIIIIIIIII AATTI a A5, FRAMING PLAN CCA 0-1/14A4 CJ3 [-rt%i i Design LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774 4078 www.abdesigngroup.com 16. AA #: 0003325 F W h W 0 v W O F C F O m 8trjmDrv. ac LET: SILVERADO LOT 25 BLK 1 pu0i CT/t 04128.000-25001 moan 4EBB 1828— CALI" GAP-tGJC 8wsna: RIGHT PAOL': FRAMING PLAN 50 MPH EXP. B CC ARCHITECT- STATE OF FLORIDA � 4 j ROLAND A6AR NO n CONNECTOR SCHEDULE CONTROL DATE: 01-01-15 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-18 1400 (1) I0d x 1 1/2' I -PLY, (6) I6d 2-PLY, (USP: (10) 10d X 1 1/2' - NO I6d OPTION) (2) META-16 1985 (21 HTA 16-18 2800 00) 10d x 1 1/2' I -PLY, (USP: (10) 10d x 1 1/2') 19o0 (14) I6d 2-PLY (USP: NO )6d OPTION) HETA-16 1810 HTA 16 1615 (S) 10d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (0) 10d x 1 I/2', NO 16d OPTION HETA-20 ISO HTA 20 1615 (9) 10d x 1 1/2' I -PLY, (8) I66 2-PLY USP: (10) 10d x 1 1/1', NO I6d OPTION r Z (2) HETA-20 2035 (2) HTA-20 31-10 (Im) 101d x 1 12' I -PLY USP: (10) 10d x 1 12' 2° • <I21 I6d I -PLY (USP: NO I6d OPTION) O LGT-2 2150 LUST-2 1915 (1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: BLK (5) 1/4' LLB, WOOD (16) 10d U) DETAL-20 2480 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 10d x 1 12, 1 PLY Q MGT 3965 MUGT 4000 (1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) Wd TO WOOD (USP: (28) 10d TO WOOD) HGT-2 Io980 HUGT-2 9365 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) 10d) HGT-3 10530 RUST-3 9365 (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 116) 10d TO WOOD (USP: WOOD (8) IOd) LGT3-SDS2.5 3285 LUGT-3 5330 (12) SDS 1/4'x2 12' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC, (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) IOd x 1-12' (USP: (10) 10d x 1 12' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (U 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (lb) -SIDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY MTS-12 low MTW 12 1595 (14) 101d x 1 12' (USP: (14) 10d x 1 12', (14) 10d) HTS-I6 1150 HTW 16 1660 (16) I" x 1 12' (USP: (16) 10d x 1 12', (16) 10d) HTS-20 1450 HTW 20 2045 (24) 10d x 1 12' (USP: (24) 10d x 1 12', (20) 10d) HTS-24 1450 HTW 24 2045 1 (24)10d x 112' (USP:(24)1Old x 112',(20)10d0 LSTA-12 ++ W5 LSTA 12 910 (10) 10d USP: (10) Wd LSTA-18 ++ 1235 LSTA 18 1360 (14) 10d USP: (14) I0d MSTA-18 +. 1315 MSTA-18 1315 (14) 101d USP: (14) 10d 0 MSTA-24 . 1640 MSTA-24 1150 (18) 10d USP: (18) 10d CL MSTA-30 ++ 2050 M5TA-30 2140 (22) 10d USP: (22) 10d < Of MSTA-36 +. 2050 MSTA-36 2525 (26) Od USP: (26) lod H MSTI-36 3800 KSTI 236 3090 (36) Nod x 1 12' USP: (36) 10d x 1 12' V) MSTI-48 5065 KTSI 240 4250 (48) Wd x 1 12' USP: (48) 10d x 1 12' H6 S50 LFTA 6 1595 (0) Sol TO PLATES, (0) Sd TO STUDS (USP: (16) 8d x 1 12', Or.) 8d) SP4 985 SPT 4 S45 (6) 10d x 1 12' TO STUDS USP: (6) 10d x 1 12' TO STUDS A34 395 MP 34 410 (4) 5d x 1 1/2' TO BEAM, (4) Sd x 1 12' TO POST. USP: f4) Sal x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. HCP2 645 HHCP 2 1010 (12) Wd x 1 12' USP: (10) 10d x 11/2' TO TRUSS, 00) 10d X 11/2' TO PLATE 1410A 1340 RT 16A 2180 (18) Nod x 1 12' USP: (9) 10d x 1 12' TO TRUSS, (8) 10d X 1 12' TO PLATE VGT 1 HDU4 4565 PHD 4A 4535 06)-9051/4'x3' TO WOOD, 00)-SIDS 1/4'x2 12' W/ THREADED ROD, (2) NUTS/W45HER2 PLY USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT / HD15 4940 TDX 10 5110 (I6)-51DS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT6/WA5HER/2PLY USP: 1/8' ATR MIN.'I* EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (I) 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC, (12) I66 TO WOOD USP: SAME AS SIM[PSON ABU 66 2300 12000 PAU 66 2535 13815 (1) 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN, 1' EMBED.) IN CONC, (12Abd TO WOOD USP: SAME AS SIMPSON V) LTTI9 + 1340 LTS 19 1205 (I) 3/4' ATR. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONIC, (8ASAME AS TO WOOD USP: SAAS SIMPSON O = LTT206 ++. 1500 LTS 2015 1105 (1) I/2' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (10)10d TO WOOD USP: 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-12' Z HT74 4455 H774 4465 (U 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC., OW SOW X 112' (USP: (20) N6d X 2-12') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d a 1-12', (20)19,.1. 2 12' Q HTT5 Sow HTT5 5430 (1) 5/8' AXR. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC., (26) I6d X 2 12' (USP: (20) I6d X 2-12V USP HAS MORE NAIL OPTIONS: (25) 101d, (28) 10d x 1-12', (20) I6d x 2 12' HHDQII-SDS 2.5+ 11010 UPHD 11 12090 (1) 1' ATR IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED) IN CONC., (24) SDSY• x A' WOOD SCREWS (USP, (24) W83 WOOD SCREWS) HD15 6645 TDX 10 Silo (U 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED) IN GONG, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) WS' BOLTS) V) MBHA 356AU5 3415 5330 NFM35X12U 3165 1130 SIMPSON: (U 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CML. TOP, (U 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. FACE, (18A0d TO BEAM USP: (U 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSETTrDWl: f DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5• EMBED DEPTH INSTALLED IN THE FACE. JO W HUSC412 (WOOD) 3635 2660 (FLR) WUS4121F 3060 2530 (FLR) (10) I6d TO HEADER, (10) I6d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3225 (ROOF) QHUC410 (Cl-IU) 1810 5085 HD410 IF 1905 3115 (18) 114' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (I0) 10d TO WOOD: (USP: (18) 114' x 3' IL5.3 SOWS, (10) 106 TO WOOD. = HUC210-2 (CMU) 1810 5085 HD210-21F 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' W53 SCREWS, fl0) 10d TO WOOD HUC210-3 (CMU) 1810 4000 H0210-31F 1905 3115 (IB) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD LGUM26-2-5106 1430 5595 NO USP CONVERSION FOR SIMPSON LGIAM26-2-506 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGIN£ER 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 CMU_ WALL MUST BE FILLED SOLID w/ GROUT. .. IOd COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 112' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION, N ... MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE l' W I— 0 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 IS 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 ANCHORS 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 5IMP5'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-HU109, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE / MASONRY CATALOG C-SAS-2012. SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703 J .3 HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO DBL 2 x I@ T-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO W-0' DBL 2 x 12 8'-0' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO W-0' TO 8'-0• UN.O. 4'-II I/2' 1 1'-11 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 12 SYP) l/16' OSB NAIL (3) 12d o 6'-8' O.G. TYP. 2x12 BM_/HDR. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: TRUSS TO MASONRY/CONCRETE SHALL BE META-16 FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HET4-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES ss EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING, 6.1`11ROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. '3.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. ARC N I T E C T S 1 6 Design Group l . 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-0078 www.abdesigngroup.com AA N: 0003325 W 0 F 4 chi H A F O 1 � BLTSDrv. /e W7 SILVERADO LOT 25 BLK 1 PROJECT# 04128.000-25001 MODMU 4EBB 1828- CALI" GARAGE BQINO: RIGHT PACE: CONNECTOR SCHEDULE 150 MPH EXP B ARCHITECT STATE OF FLORIDA P � D11/07/16 BC,&=:1/4' 1'-0" BIgnIET 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES R5V OUrLET 2e A1P BNCi! POLE IIOV OUTLET i0 OUTLET WIQD TO &WTCN -.. GFI 00V O LET W.GIB'o FAIT NTEI2PTER (TAPPER RE&STANT TTPEI 220V OUTLET T42WRE CONNECTION E@ _ -q- IW0�pp -t-- S, EM. YNTlItl490GF OWrLET G120UA FALT NIEMAIPIER '� 9WIITGH SWITCH S-WAY OPER yj W4 SWATCH 4-WAY CARE WALL HOMED LKMT CEILING L— lQ\ VP VAFOR FRDGE LKSR `Q\ RECCSSED CAN WALL SCONCE PRC-WIRED VEM. FAN I O9'1 PER SO. PT. VENT. FAN wilrrrt I CF1 PER — FT. V <eFI% IFe L Ten my MM ICI � 4'M eI 2-LS WRAP I FLuor�ySTGENr Ale�lro 1= _ 2' RW01 oS 4'FLWON£SCENT I i 4' TRACK LK d®Il PANEL miiiin METER eATT. eAcx-u•Dir -C • SD. eNTOKE xTEeraR Y2.tlA� SD. WALL MOUPED GATT. eAIX.lp &TOY.E DETECTOR WG.HA9GItl� cAT45�N noNGm GIEL ® 5/C-0 lTiGIQ� DFTERq! WALL GE A DNlTANC CaFdb a NOT LESS THEN 4• PFND— LIGIR II�� fl/ OAS nRAL —LET ► TELEMI w JAOC � WATER NEATER TO BC eLevATED DIBCCNNECi Ai AR c rr'ON wxoNa cr Tv. TELENSILN JACX CEu-xIG eox NEaunFa JO J-eDX TO � BWPPORTED N ACCCRDPNCE UU DOX AIdQ=D AB &KN FOR ICELIINS F.wLKM�� �611^v RDOD LKiN OPf. BECWRITY KETTAO f"�• PJ9. RIAN-aurTa+ FOR CNWE9 4--1�- use FnRr LOCATION OF TV JACKS 4 PHONE OUTLETS I FANS TO BE VERIFIED a HOMEOWNER Pam -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION C20H). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF SO CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 51H 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 RECEPTACLES TO BE TAMPER - RESISTANT TYPE ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). LANAI CEILING ! MTD. LIGHT TO BE INSTALLED, PROVIDE I J-BOX FOR 1 G 1 OPT. FAN \ DINING \\ ROOM LIVING ROOM PRE -WIRED GLG FAN / / I I I I 1 CATCH IN B NET l OF OR DW .e11 GFI GFI / _ _ - vr, S KITCHEN / SINK L___-J / PANT \ G� \ RANGE HOOD WIRE W/J OUTLET FOR FUTURE MICRO BDRM.#3 PRE -WIRED \ CLG FAN \ 1 I / BDRM.#2 PRE -WIRED CLG FAN SD. \O FOYER OWNER'S SUITE PRE -WIRED CLG FAN / 1g(D W�v�� / I O. i ao ATH i Jl__IT BDDR . #4/ / S/CO D ® . PRE -WIRED O CLG FAN \ F _. _ - - _y �_( -7 AFF. 11�7J p \ I -7LI _ \ - -- - BOLLARD CI pNp l� \ AS REQ. \ WALL MOUNTED PER BLDG \ LIGHT W/SWITCH IN CODE - ----- \ ATTIC \ \ ml CTFI )--C CLG. W METER KEYLESS OUTLET Q FIELD FIXTURE 0. LOC. IRRIGATION OUTLET a 48' AFF. _ 1 ENTRY - GARAGE ELECTRICAL PLAN LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE �2) HOUSE PLAN: MODEL "'CALI" LOAD INFORMATION VA 1525 9p FT GENERAL LIGHTn2G % 9 VA PBR 3p FT 6454 2 20 A APPLLANCE cR3 m AT 1500 VA EA 9000 1 WUNDRV CIRCUTT 1600 1 RANGE wT NAYE PLATE RATnic OR COOET'OP/OVEN 12000 1 RATER BEATER 4600 1 DDiHRA9HER 1200 1 cLorH® WRYER s000 � nsPosAL Soo 1 MICINowAVE 1500 1 REFRIGERATOR 1200 9DRttITAL OF OT2NERAL LO_ 96554 —T 10 EWw OF GENERAL >owD wr loos 1— R®IADIDER OF GENERAL LOAD AT 40R ­4 V 1— Tom NET GENERAL LOAD 20964 &5 TON HEAT PV (R/ 5%R EMERGENCY NEAT EI'WP) 21 w x 240 VM 9.5 TON COOLING 3T9TEY 40 ANP z 240 V • p 0 NET GENERAL LOAD 2U954 NET ]'OTAL HVAC "00 — TOTAL LOAD 22064 CALCULATED LOAD FOR SERVICE 22254 VA/240 _ 125 AMP 150 AMP SERVICE •RORST CASE SCENARIO - HIGHEST HVAC LOAD D FOR CALCUWTN)N9.• NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 30" VA a 100%, REMAINDER a 35% NET LOAD: 6,94E VA RANGE: 12000 0 109. 8,400 VA DRYER: 5000 a _10% 3500 VA TOTAL 18,84E VA NEUTRAL AAPACITY: 18,485 / 240 x '15 A �2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3 M CU, I % CU GND 2" CONDUIT OR PROVIDE 3 A2/0 AL, 1 F4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) 150 AMP ELECTRICAL R15ER NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN I PHASE D A. ELECTRICAL MATERIALS ANINSTALLATIONS SHALL NEMA 3R ENCLOSURE COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 1504/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/TWWN UNLESS MCB NOTED OTHERWISE. POWER COMPANY TRANSFORMER Q PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 FI COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 0210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS - 1 A4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/6" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C H I T E C T S Design Grou In4L LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.e bdesigngroup.com AA X: 0003325 Z w y O] O 4 a y Q F O IUBDIV aE LO4`. SILVERADO LOT 25 BLK 1 PRoj=T* 04128.000-25001 MODE .9 4EBB "1828— CALI" GARAGE 019MG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B ARCHITECT -- STATE OF FLORIDA 2� P � D11/07/16 SCALE: 1 /4"=1'- 0" aiIEET HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL 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 OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB t MASTIC. AND INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 50A 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, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 5. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. II. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC ^ 1 O - EXTERIOR WALL PLENUM AIR RETURN SUCTION AND LIQUID AIR SUPPLY l y REFRIGERANT LINES y AIR HANDLER _ EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY PVC SLEEVE TO LINES BELOW SLAB PLATFORM T RETURN REFRIGERANT LINES TO CONDENSING UNIT _ TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 301.2.1.1 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. — � OR WALL BRASS PLUG #-- _ -- FITTING OR EXTENSION TO I I SOIL OR WASTE AS _ REQUIRED _ WADE 8240-K JOSAM 56000 INSIDE I I SERIES NICKEL BRASS TOP CAULK J I P.v.G OPTI/SPEC INV. SEE — -- — — — `r,SITE PLAN FLOOR SLAB CLEAN —OUT (TYPNT) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK --- BROKEN LINE- RETURN TRUNK l BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR (T) THERMOSTAT ff-,I PASS-THRU AIR GRILL SECURE STRAP TO CONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT 51MPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) '8XI 1/4' 5HT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD ® 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG 1 6, SEE SPEC. ju FIN. GRADE OR --- PAVING r -��FITTING OR I EXTENSION TO SOIL OR WASTE AS I REQUIRED I y r --��-- /-----V- INSy' SEE SITE PLAN NEXT. GROUND CLEAN —OUT (TYPN ) TS FIRST FLOOR MECHANICAL PLAN PROGRESSIVE AIR SYSTEMS 05/20/14 A R C N I T E C T E 6 DeS1011.n GronG 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-774.4078 www.abdesigngroup.com AA M. 0003325 J w y y x v 0 F c Bmwrv. a LOT SILVERADO LOT 25 BLK 1 PROJECT* 04128.000-25001 MODR1, 4EBB "1828-CALI" GARAGE BT WG: RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B ARCFUTECT- STATE OF FLOR DA I 9 01 DRmT A11/07/16 SCALE: 1 /4"=1'- 0" 8�r 6 (U9 REMR VERTICALLY W LONG #-_ POR 4LL Y FOR'10 PQ! - REff. W b'N.' WA�IIAm WIFI GN = Q g• q�J J - is VY GYP. YL. tEQBC£ P.T. BT. RATE TO CONC W Vl']flm' A]YIIGTi BOLT W ]' YIADER TeMDCD.HN 1!]•OG rWt. 1. P.T. DT. PLATE TO xAD W la'%10' AJiLHOR BOLT W ]' YAAN£R l'EHBED. HRLe 9Y OC1Wf. BEQlYE P.T. BT. RATE TO xm W (!)Kd HAOQEYY NA1L0e!]'OG 4 THHX smo PGI U DAYS OCfJ0.0LAB REBiORLm W MLL POLY ETTrLETE VAPOR BARKER ON m i +' YELL-COHPACIED 4EAN PILL TERMITE O 1REATrB]! MALL BE OaYA-CARE tU5 REG4F ON CWUR9 F tt �. m YIGOD eABE IMX r Nos1FY-,� "e-1e"'""A'"°'" THICKEN EDGE o ,' ra14 REM. W i'M' WAX•M _ ® 4' CONC, REM. W b'"e' WAXWAm YUI.1 e C�� ,� _ o•-r wa nR � 4 state. la•.r-m• ETHrLpE CLEAN PLLL CN b-MIL FCLY ETYLE]E VAF'GR aHYELL-COF'PACTED CLEAN•YELL-CCrFACTED 7• £ S FLLL lE1MHE IREATI'ENt SHALL X BORA-GJIC F0.r ETHYLENE VAPOR 04RYER AT D W L BE ff CN b-HLL POLY ETMLCNE VAPORBARKER 71 _b-MILPOLT m� ny - ' _ (]) 9 REDAR ON CNAIIGB ..kk + (]J 9 rRBAR CN CIIAIRD * 5 REBM ON CHAWPS 4 4 (]J 51RDN! GN CNAIRO l m > w D'HN LOL GRADe ; _ •. ~~ ,' CONC. RCM. W 616' WAMEM IW1 ONi-NIL FVLY ETHTLEIE VAPoR BAI•FER ON uEu-WIPAOIPD cLEArT pBQEMCARE TREATMEM eNALL BE 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING L_ AI GARAGE STEP—UP 1 W/ BLOCK WALL BCALC: U]•.I'-m' 2 AT L.B.W. (W/ UPLIFT) BCN.C: la'.Y-m' 2 AT L.B.W. eCALE: I!1'•I'-0' �AT L.B.W. (W/ NO —UPLIFT) BG,LE: U]'•Y-m' STAIR DETAIL rJ NON —BEARING 6118)8 Y' OG rux (U 5 l�.BAR VERTh:ALLY W CQC. �_ POUR CCLL ! V]' a HEdp OF lx.AISACfE VARRB WTH xOPE BCCURE P.T. m. PLATC i0 xbW 0 V]' • NEAD OF GORA!# VARE9 YTH xGPE BECU18 P.T. M RATE TO BLAB W 0 UI' • rIAD OF 4ARA0E VAREB WTH xOPE WC P.T. ST. PLATE TO IL— W la' • KAD CF AARdtd S VAREe WTH POPE L B • CrL a [ - . la'XY ANOiIOR BOLT W ]' WARIER l' EreED. MN • 9]' a rUix ,' CON4 REM. W i'+6' WAJYUAm W W LN 64'BL POLY EIIIYLDE VAPLR K BH•tlER W YELL-COMPAOTED CLEAN £ SY FLLL 1lIYFSTE TIEAT BIIALL OE I!t'XY AIICHOR B0.i W ]' UTA&ER l' B,BlD. MflL • 92' OC rTA]c • A 4�' CONO. REM. W bYb' WAMYAm W W i4ML POLr eTHTtCIE VAPOI! tt BARRIER ON YELL-OOMPAGTCD 0.EM 1 FILL TERHIIE TRCATHDI! SHALL BE MABOFRT NALL • 9Y OG MAX y • • �• OG1C, REM. W iS:i• WAJULLM W Vt CN b-MIL PCLT ETNTLENE VAPOR BARKER d WLLL-CCMPACRD CLEAN L FLLL TEA M MAT£T BNALL BE BOOR P.T. BT. RATE TO xmW rTAeaaer NAI. • 9Y OG rwx m • A ° _ .,' CONC, REM W e46' WAJBIAAm W W CN i•Ty_y�VAPOR E EJOETCED xAB I la' CURD HeKilT VNSEB la• RECESS POR BeIEVICE DR COIC.IEM W b'ab' WA%YIIAm WYY _ CN b-MLL DOLT ETHYLENE VAPOIQ e BNCPIER ON YELL-C(]'FACIED 4EAN • FILL TE M TREAT SHALL BE - O aw61EK%IT VAIBEB e 0 Q OQIC.IEM. W 6'wi' WAKaIM IWM CN b-ML f JLY ETHYLENE VAPOR - B RR ON YELL-COrFAGTED 0.lAN FU1 TERBTE _AT'ENT SHALL DE (2J5 REBARONCHAYYS BORA-CAIB J`-- f!J 51®.YR a1 O✓OIRA m BCRA-CPIE (2J 9 REDM a+CNAY10 ILL MALL £�FILL TATMEM BNALL BCI4 OGRA K(!I5 (]J 51YCOM W CHAIRS n O am - -,F GARAGE STEP—UP CHAMPS GARAGE STEP—UP GARAGE STEP—UP 1—STORY L.B.W. GARAGE STEP—UP SLAB AT GARAGE 1—STORY FOOTING 1—STORY] L. B. W. 2—STORY L.B.W. W/NO UPLIFT 6 C L.B. W. W NO UPLIFT �y1 SERVICE E�RVICE� DOOR 8 AT GARAGE SCALE: I/3'•I'-0' V L SCALE: U3•.I'-0' SCALE: I/1 •, 1'-0' r •.I-m . u]•. - (U 9 REBM VERIk-<LLT -- W CONC POUR CELL � • ati lU 9 RlBAR VERTIOALLY W OONC. PaaR caLL FOR �NRLATKN z _ CURB IEIC !VARIES e-MIL POLY CTNYLCM1C '" R-vAL1EPQ@B TexrulED Pssa+ £ a 0 S' CI'NJ m - VAPDIa D4IYIBETt cN YELL-CQIPACIED CLEAN FILL ReCE66 FOR f � la• GYP. ILL. BD. O TlIHHC 1RCATYENi SHALL DC DORA-ONE �� BCD. TRAOG PNUlH FLOOR m O WOOD BASE K �`-- (lJ91EB.NM ON 6IAMMB V(7, 61PADE _ .IEM.W b'zb'WAJMUAm YUMI -.-MIL b-MIL DOLT lTII'LENE APORER4' b Q .� —�r RECESS POR � I GARKd COOK .ONO. M— W.— WAtlISAm UUH CN S (U 5-CGNT ml 4'CONC. REM Wb'r8'WAWIWAm WW _ILL MTIIATI'!M SHALL I m' fUS REBARd CNAIRB \�\�\\ a. n em —Am a-•// 2—STORY FOOTING msb 2—STORY FOOTING A AT GARAGE SCALE: 1%d'+I'-0' 9 CONCRETE PAD E'12 P:m SLAB AT S.G.D. 10 SCALE, r.l•-0' GARAGE DOOR FOOTING 11 BGALE: la•.I'-m• SHOWER RECESS FOOTER 12 BG4LE: P.r-0' W BLOCK WALL 13 ;a,E: l/l -I'_m• ���-CHICK AND REAL T 6RN1ED BCYO BEAM J— —_ � tE VCRTKAL RCBAR AREB PER ELEV. � �' FRG BLmVE FORTidB LM ® • CI'tl _ � m'-m' FIR FLR Y To HORIZOMAL REBAR W MY NgCIC GFGURD BQC BENT = TE VCRUOAL RCHA�- C TI®AR YV Im' N0.'K POUED LNlel CONE. (TTPJ D' LMII FILLED 4LLRTPJ ]x WKL fRA'MNG ry � ORYYA4LL �� ° AREB PER ELEV. :� L - - ARES PER ELEV. —_.� �' OROIIIED 6aD 8lAM <,))j'Xl• ANCHOR B0.T0 u f,Jlj'x'I• J-BOLTS rM B' erMSEIXENT W ]'M'XIAS' AAND NUi SPACED eVLLY FII. 'I FLOOR To Sao eE.w. SET N A]Nre • ° ° �� s ^ 3 e• rc cT.IABE THRu Foornvs C - _ PRIOR TO PILLAVI (xEEVED ANCHOR N SOLID POUR ACCEPTAdF RETRORTJ I -STORY (]J 9 REBM ON CHAYeO ]-sTGRY -L� 1 LT _ 1 EXT. /INT. FRAME WALL TO f3J 5 REBaR ON CHAIRS _ _ _ _ I� L c 14 NOT USED 15 BLOCK WALL CONNECTION SCALE. Vt'•1'-m• 16 GAS LINE THRU BLOCK (�� VERTIOALtrWCa1C. � � .: see ENB65Y CODE FORM Pq6 NBATION R-VALUER _ 1 2 PQS NBPEGTIGN Lill—PGR INSPECTION RED ' --- °.i. =Q ,•CONC.fEM.Wb1b•WA%WAm WYI -- - - --i .-- L _ - (U 5 REDM BET N SATPBaI HIGH ry STRdCaTH EPDXY 6' EMBED. MN I I•, • I IA. f]) 5 REBM • 1-STORI' � ON e•MLL POLY EIHYLCNE VAPOR N =� IL R'tlle TREARTM SHALL BE e 0 FORA -GALE TEYVERTKAL RCDAR TO HORI]WT4 W ND' HOOK tEVVLRfICAl rtDM 1 TO HORIZOMAL a REBAR W YD' HOCK = f!J 5 RCBAR • ]-STORY ' MSIDE REOM TO BE (IJ 5 VERT. DCYEL LAPPCD W GCfID OCAH 11BBAR z i b' PVO lIIABE Tlll•I FOOTN3 �� �� '..—. -�}•r° Ir COM.BCUB (U 5 REBM AT COPPERS =- £ • A'CGAC. WI W/ 1D' LAP MN m 3 n REM. b'"b'WAXWAm YEI•I QI e•rx P0.T ETHTLFlE �.� APd6 DARRE!R dY DELL-COrIPAOTEDOCEAN PILL BNALL a -� _ -- £ �" I-OTCRY �,31 4f]JT 1 a.Glun�e HORIZONTAL/VERTICAL -C4TNEN! OE Mltt LAP 1= (!) 5 REBAR ON CHAIItl HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH E REINFORCING �1 BEARING CHANGE OMITTED DOWELS � n r�m:r-m• REBAR LAP AT FOOTING B xxE. la•.I'-o• rffv�AT LINTEL CORNERS '� 1. t—�17e*:I'� 1—STORY FOOTING D W BLOCK WALL 7LL EXTERIOR FOOTERS AT FINISH SCAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 ARC R I T E C T S 1 6 Design Grou .2. L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.a bdesigngroup.can AA #: 0003325 w 0 w F 4 U A F 4 E. z SVHaIV. de LOT SILVERADO LOT 25 BLK 1 PROJECT* 04128.000-25001 >wcoaE>� 4EBB "1828— CALI" GARAGE X'WMG: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 50 MPH EXP. B A ICHRECT- STATE OF FLORWA DATID: 11/07/16 SCALE 1/4"=1'—O" alamzT D1 PRE-ENGINEERED TRUSS 4'-0' MIN. Mrs-12 1n6. OSB. (2) 12d NAILS AT 2X4 EA. STUD. BTM. PLATE 2X4 DBL. TOP PLATE 2X4 BTUD Ib' OL. ' 1/I6' 086. 1/2' A.B. W/ MIN. I. EMBEDMENT O LCATE W-8' FROM ENDS AND 3Y OL. MAX, ul TEXTURED FINISH MT9.12 META-16 32' OZ. MAX. 8' CFAI WALL (2) 12d NAILS WITHIN 4' OF EA. PRE-ENGINEERED END 4 (2) 12d NAILS w 12' O.C. TRUSS MAX IN FIELD. KNEE WALL DETAIL STN.T$.CK �1 IBUILT WALL DETAIL 1 TO BLOCK 2 SCALE: Irz'.I'-O' SECURE 2xb MIN. BLK PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ SPS • EA. STUD TOP 4 BOTTOM ANC ANCHOR BOLT 9E1 2' 2' E WASHER SET SING PLAN PRE-ENG TRUSSES W/fR1S9 IN SIMF"'OHl HIGHH 9TRENG EPDXY 4' EMBED. -- 2X4 SECURED TO GABLE END W/(2)12dsEA UPRIGHT 2X4 SECURED TO GABLE ENG W/(2112d O.C. DOABLE TOP PLATE CRIPPLE STUDS s I6- O.C. MAX • EA. JACK SIMPSON 44 SIDES STUD, BOTH SIDES OF OPENING. 2x STUDS a Ib' O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN ' OF WINDOW DOOR OPENING AND SECURE PER FASTENER SCHEDULE - HEADER CONNECTOR UP TO �0M UPLIFT DOUBLE TOP PLATE 91MP90N M9TA-24 a EA. JACK 2xS STUDS a W OZ. MAX W/ SHEATHING. SHEATHING TO BE WITHIN ' OF WINDOW/ DOOR ; OPENING AND SECURE PER FASTENER SCHEDULE a EA (2) E OF (2) OPENING SIDE OF OPENING SECURE 2x TO BLOCK W/ (2) a' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .145) (MIN EMBED. ') WITHIN B' OF EACH og END AND IBM O.C.. MAX ��1�'' i}' 0.98. SHEATHING OR �' COX PLYWOOD __.. a _ O' I7 BEOI� 2x4 ON FLAT TO BLK W/ CUT NAILS. � _ L -- HEADER RT. PER SPAN CHART. n�c.aer DOOR/ WINDOW OPENING - - � KING STUDS (SEE HEADER SPAN CHART FOR DETAILS MUD SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY s A TIME. USE 12d NAILS, TWO WITHIN b' 2x4 BLOCKS f " - SIDES: 2X6 GARAGE DOOR BUCK W/ (3) )4'X8' J-BOLTS 4' EMBEDMENT MIN. W/2'X2'XYa WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING 1-2X6 PT BLOCK a CENTER OF POOR HEADER W/(U $•XH• J-BOLTS 4' EMBEDMENT W/ 1'M'XI(' WASHER AND NUT2x4FRAS s O L 30 GABLE BLOCKING TRUSS 2.4 BLOCKING EA. RAFTER L-30 EA RAFTER H2$ EA RAFTER ex4 RAFTER 24' OL. (TYP) —T1 -- JJ �— 1 JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 121NAILS, TWO WITHIN 6- FROM EACH END 4 NO MORE THAN 12' OL. STAGGERED 9P4 OR H5 a iOP AND BOTTOM PLATES s EA FULL LENGTH STUD, BOTH SIDES OFOPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. FROM EACH END 4 NO MORE THAN 12' OL. STAGGERED WINDOW SILL W/CRIPPLES Ib' OL.- �' VIA ANCHOR BOLT AT W OL. MAX WITH l- EMBEDMENT AND 2' DIA. WASHER SIMP80N INSTANT-2d a EA JACK, SECURED W/(3) l:' X I 3/4' TAPCON9 TO CMU W/1'rIN. 2' COVER t 2' APART 2X8 P.T. BOTTOM PLATE n n�caeT du CMU WALL 1�_ T LTI � _ SHEATHING MUST NOT BREAK I'-4' MIN FROM 2ND T GARAGE DOOR 3 BUCK ATTACHMENT SCALE: Irz'•I'-® �,1 FRAMED OVERHANG KT$. TYP. �F10PENING v EXTERIOR WINDOW DOOR WD FRAMED (_W/FLOOR FLR LINE. TRUSS WINDOW ® 2—STORY OPENING WALL FRAME A SECTION ���ARCH WINDOW v SCALE: Irz'•I'-0' SCALE: Irz'.I'-0 C C FASTENER SCHEDULE ROOF DIAPHRAGM NOTE: TYP. EXT. SHEATHING ATTACHMENT re R FOR SHEAR 4 UPLIFT (Os6. TO BE STRUCTURAL USE l/I6' O$B. OR 1/2' CDX PLY WITH d NK RING SHA GUN NAILS AT 4' OL. AT --- -- _ GRADE) CONNECTORS FROM STUD TO PLATE ARE SUPPORTED PANEL EDGES AND 'S RING SWANK GUN NAILS AT 6' OL. AT NOT REQUIRED EXCEPT • OPENINGS PRE-ENG. TRUSS /.— INTERMEDIATE SUPPORTS. SEE DETAIL. }� DBL. 2X TOP PLATE - ROOF SHEATHING TO GABLE END FRAME USE 'S CAN NAILS s 4' OL. .�. l/16' OSB. . 2X BLOCKING 0 - EXTERIOR SWEATHIM's TOP OF o /7-411 I I s USE l/16' O$B. OR 1/2' PLY WITH'8 RING SHANK GUN PANEL SIDES AND 48 RING SHANK GW NAILS 4' OL, PANEL AND '8 RING .'N'IANK GUN NAILS AT W OL. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAILS AT W O.C. AT TOP 4 BOTTOM AN i °' j o Q `� w 'B RING 9HAlVC CAN NAILS Z a' • 6` OZ. IN FIELD / a 086. 2X STUDS Ib' OL. MAX. 9 2X BTM. PLATE w 3/4' FLOOR DECKING x NAIL REQUIREMENTS SIZE HE LENGTH DIA. TENSILE 9 8d RONDMODIFIE 2 3/8' UI3 I10000 OR T NOTE: NAILS TO BE we, BY MEMBER OF INT. STAPLE, NAIL 4 TOOL A550CIATION L 0,113 INCH NOMINAL SHANK DIAMETER w a TOP CORD BLOCKING 4T 4'2X4 O.C. MAX IN FIRST 2 FRAMING w SPACES AT EACH END. y 3 V RAFTER OR ROOF SHEATHING P " v " P _ z T-- TYP. EXT. SHEATHING ATTACHMENT FOR ROOF 11: V SHEATHING (OSH. TO BE STRUCTURAL GRADE) ¢I 0 .q y�— • PRE- LOOK ENGINEERED a FLOOR TRUSS 4 BOTTOM•CCNT. HETA-I6 BLK WALL Qi CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK TO CAB. - - 2X4X4' SECURE TO TRUSS W/ 3-12d b'-8' OL. MAX TYP. 2X4 SECURE TO 2X4 BLK Wrz-12d 9ECURE TO BLK W/ META-I6 3. Ib TD 20 RINGB PER INCH 4 0280 INCH FULL ROUND HEAD DIAIETER 5. 2 INCH NAIL LENGTHMAX ROOF 5HEATHING LAYOUT AND ENDWALL BRACING z T _ _ - m -3 — — BUILDING LENGTH TYP. w - z m - 'B 2' DECK SCREWS a 6•-S' OL. MAX EDGES 4 U' OZ. IN FIELD. UNTHREADED V SHANK TO EMEND BEYOND' THICKNESS OF SUB -FLOOR rc 0 BREATHING P EXT. SHEATHING ATTACHMENT O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT PERIMETER OF O$B. TO PROVIDE CONT. NAIL PATTERN O REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE i0 HORIZONTAL BLOCKING. ®SHEATHING TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16• FROM SHEET BELOW 0 INSTALL ALL SHEETS WFACE GRAIN PARALLEL TO STUDS 2'-0" EXTENSI N ® OPT SERVICE DR. 8 NOT USED FOR CABLE END FRAMING STRUCTURAL FOR WALL EGRADE losB TO BE TYP. 3XP TUG 9UB-FLOOR DECKING GLUED TO ALL ExP09ED MEMBERS EXT. WALL SHEATHING C� 7 SCALE: Irz .1'-m 9 SCALE: IR'.I'_0 A N C N I T E C T E 6 Design Grou Ir4�. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdmigngroup.com AA #: 0003325 T C O V W 0 O A STJSDIV. a L07 SILVERADO LOT 25 BLK 1 0�4128.000-25001 MODELA 4EBB "1828—CALI" GARAGE SMING: RIGHT PAGE MISC. DETAILS 50 MPH EXP. B ARCHfTECT STATE OF FLORIDA �4 DATM 11/07/16 SCAM 1/4"=1'-0" 8I'3EET D 2 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R-3052.1 ON 16' O.S.B. SHEATHING OR %' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRU95 P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRU65 PLAN % THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY iEE ENERGY CODE FORMS OR INSULATION R-VALUES ' GYPSUM BOARD OR i' HIGI ,TRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK W/ 1) 05 REBAR CONTINUOUS 'RECAST LINTEL ,EE ENERGY CODE FORMS OR INSULATION R-VALUES IINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONIC. POURED CELL Ix2 P.T. FURRING STRIPS 0 Iro' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4' = I'-0' 1/I6' O.S.B. OR j' CDX TYVEK BUILDING WRAP FORTIP15ER SLOG PAF GALV'D MTL. LATH l/S' TEXTURED FINISH a WOOD 'YB' TO %' MID WALL WEEP SCREED za iJ —8' CMU —5/S' TEXTURED FINISH 0 MASONRY WEEP SCREED DETAIL (4) WOOD TO ;,'N BLOCK CONNECTION SCALE: 11/2'= I'-0' B' GMW K' DRYWALL FIBERGLASS SHINGLES OVER FELT PAPER INSTALLED 2x4 BLOCKING BETWEEN PER FBCR R9052.1 ON TRUSSES WHERE 'X' BRACII 16' O.S.B. SHEATHING OR J' COX IS PRESENT PLYWOOD SECURED PER FASTENER SCHEDULEI PRE-ENG GABLE TRUSS e �� P.T. Ix2 W/ MTL. DRIP EDGE 2x4 NAILER 2x4 OR 2x6 SUB -BAND CONT. 2x4 RAT RUN SECURE PER ELEVATIONS 1 m=. W/ (2) 12d's a EACH TRUSS rY . VENTED ALUM. SOFFIt oJ4. TO BE INSTALLED a MID. 5TIFFBACK AT ALL UPRIGHTS POINT OF TRUSS SPAN, OR OVER 4'-10' HIGH (SEE ) C' 10'-0' O.G. MAX. SEALED ENG. FOR SIZE a SEE ENERGY CODE FORMS CONDITION.) FOR INSULATION R-VALUES 6 O.S.S. SHEATHING OR I' J' GYPSUM BOARD OR COX PLYWOOD. ATTACHED HIGH STRENGTH CLG. PER FASTENER SCHEDULE BOARD ON SHEET DS -1/8' THICK, 3 COAT FILLED LINTEL BLK I PORTLAND CEMENT PLASTER (1) 05 CONTINUOUS OVER EXPANDED GALV'D S SEE ENNERGY CODE FORMS ENERGY METAL LATH ON FORTIP15ER FOR INSULATION R-VALUES 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 PRECAST SILL (SEE DETAIL 2) (I) 05 REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. W/ CONIC. POURED CELL PLATE W/ 12d's 8' O.G. MAX 4 Ix2 P.T. FURRING STRIPS a 16' O.G. SECURE 2x6 PT. PLATE TO i 8' CMU BLK W/ }'x'B' ANCHOR BOLT W/ I/2' GYP. WL. BD. 2' WASHER SET IN SIMPSON WOOD BASE HIGH STRENGTH EPDXY 1' EMBED. MIN. e 32' OC MAX. 5/e THICK, 3 GOAT PORTLAND CEMENT PLASTER APPLIED w DIRECTLY TO MASONRY F15 �o 1—STORY GABLE BLOCK WALL ri SCALE: 3/4'=1'-0' I'%4' OR I'X2' P.T. NAILER 1. P.T. OR'%'X4' MIN SECURE THRI FRAME 4 EXTEND I -A' INTO BLOCK W/ )(' TAPCONS OR DRIVE PIN (MIN SHANK SIZE 1. MIL HEAD SIZE 300 " ❑ MIN EMBEDMENT "' WITHIN 8' OF EACH Elm 4 B' O C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANIFACTUES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED ),w) DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 1-1 SCALE: 1'•1'-0' 2X4: CM SECURE TO BLOCK W/ V TAPCONS OR DRIVE PIN (MIN SHANK 912E J45 MIK HEAD SIZE 300 MIN. EMBEDMENT IA') WITHIN 8. OF EACH END 4 IS, OL. MAX SPACING- 2Xb: SECURE TO BLOCK W/2-9(' TAPCON9 OR DRIVE PIN S O E (MIN. BN 812E J ❑ MIN. HEAD SIZE 300 MIN EMBEDMENT 1).9 WITHIN 8. OF EACH END 4 lb'O.C. MAX SPACING. 8' CT'PJ 2X8 ® JS DRYWALL SECURE TO BLOCK WR-%' TAPCONS OR DR VE PIN I'X4' OR MG' P.T. NAILER (MIN. SHANK SIZE J45 DOOR CASING MIN HEAD SIZE 300 DOOR JAMB OR WINDOW HM. EMBEDMENT I A') ATTACH TO 2X PER WITHIN It O! EACH END 1 MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +1-1/2" B WINDOW TO BLOCK +1-1 2" SCALE: I'•I'-0' 2X4: SECURE TO 13LOC K W/ i( ' TAPOCNS OR DRIVE PIN (MIN. SHANC SIZE J45 MIN. HEAD SIZE Z4W MIN. EMBEDMENT' A') WITHIN 8' OF EACH END 4 18' OL. MAX SPACING. 2Xb: CEO SECURE TO BLOCK W/2- NOTE: STRUCTURAL 2x MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE /SECURED (MIN. SHANK SIZE J45 THROLMI-I NON-STPoICTURAL MIN. HEAD SIZE 300 %- TAPCON MIN. 1-A' MIN. EMBEDMENT I A') EMBEDMENT INTO BLOCK WITHIN 8' OF EACH Elm 4 8' CMU 10' OC. MAX SPACING. 15' DRYWALL 2X5' ® 1'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK WlU-iy' TAPCONS OR DRIVE PIN )W OJSB. X 4' MIN (MIN. SHAW SIZE J45 DOOR CASING MIN HEAD SIZE 300 DOOR JAMB WINDOW MIN. EMBEDMENT I A') X ATTACH TO 2X PER WITHIN S' OF EACH END 4 B' OC. MAX SPACING. MANFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAM® (DO NOT EXCEED A') DOOR JAMB TO BLOCK +1-15/16" %r1 WINDOW TO BLOCK +1-15/16' SCALE: r-r-0' 2X4: CEO SECURE To BLOCK W/ 9(' TAPCONS R DRIVE PIN O (MIK SHANK SIZE 2145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I A') WITHIN 8' OF EACH END 4 IS' OL. MAX SPACING. 2Xb: CED SECURE TO BLOCK W/2-iW NOTE: STRUCTURAL 2X MUST T OR DRIVE PIN ❑ BE ON OUTSIDE 4 SECURED IN' SHANK 'MIN. SHANK 912E J45 THROUGH NON-BTRJCTURAL MIN. HEAD SIZE 300 V TAPCON MIN. I -A' MIN EMBEDMENT I A9 EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 B. cm B' O.C. MAX SPACING. Y4' DRYWALL 2X8: ® SECURE TO BLOCK I-%' I'X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE�PlIN 1' P.T. X 4' MIK (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT i A' ATTACH TO 2X PER WITHIN In OF EACH 4 MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +2 1/4" %n1 WINDOW TO BLOCK +2 1/4' SCALE: I'•I'-0' FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN OVER 030 FELT PAPER TRUSSES WHERE 'X' BRACING INSTALLED PER FBCR 15 PRESENT R9052.1 ON 16' O.S.B. SHEATHING OR I' COX PRE-ENG GABLE TRU55 PLYWOOD SECURED PER FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) P.T. Ix2 W/ MTL. DRIP EDGE 12d's m EACH TRUSS 2x4 OR 2xro SUB -BAND 0• TO BE INSTALLED ® MID. POINT OF PER ELEVATIONS TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. VENTED ALUM. SOFFIT SEE ENERGY CODE FORMS 5TIFFBACK AT ALL FOR INSULATION R-VALUES UPRIGHTS OVER 4'-10' j' GYPSUM BOARD OR #' HIGH (SEE SEALED ENG, HIGH STRENGTH CLG. FOR SIZE a CONDITION.) BOARD 6 O.S.B. SHEATHING OR }' 2x4 NAILER COX PLYWOOD. ATTACHED PER FASTENER SCHEDULE 2x4 'a 24' O.G. 6 INTERIOR ON SHEET D5 KNEE WALL l/8' THICK, 3 COAT CONC. FILLED LINTEL BLK W/ PORTLAND CEMENT PLASTER (1) ♦5 REBAR CONTINUOUS OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER PRECAST LINTEL JUM50TEX GRADE 'D' WINDOW ATTACHMENT AS PAPER OVER TYVEK PER MANUFACTURES BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO SPECS FOR COMPLETE INFORMATION) PRECAST SILL WEEP SCREED (1)115 REBAR VERTICALLY (SEE DETAIL 2) W/ CONC, POURED CELL SECURE GABLE TO 2xlo P.T. Ix2 P.T. FURRING STRIPS PLATE W/ 126's 8' O.C. MAX 9 16' O.C. SECURE 2x6 PT. PLATE TO BLK ANCHOR BOLT S' CMU W/ 2' WASHER SET IN SIMPSON 1/2, GYP. WL. ED. HIGH STRENGTH EPDXY l' WOOD BASE EMBED. MIN, a 32' OC MAX. V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED i e DIRECTLY TO MASONRY p 1I i� ro NOTE:— 1—STORY GABLE PER FBGR S052.1 - FOR ROOF SLOPES 2:12 TO W/ VAULT CLG. LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF WALL 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS Upi—h�BLOCK SCALE: 3/4'=1'-0' PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE Iv, OR ASTM D 6151 2X4: SECURE TO BLOCK W/ 9(' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT I A•1 WITHIN 8' OF EACH END 4 B' D.C. MAX SPACING. 2Xb: SEOIRE TO BLOCK W/2-i(.• STAPCON 2X MUST (MIN SHANK SIZE J45 BE CN OUTSIDE 4 SECURED MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN EMBEDMENT I Y49 i(4' TAPCON MIN I -A' WITHIN e' OF EACH END 4 EMBEDMENT INTO BLOCK B' OC. MAX SPACING. 8• CMU N' DRYWALL SECURE SECIURE TO BLOCK UNPIN iAPCONB OR DRV£ PIN 14 1•X4' OR 1•10' P.T. NAILER (MIN. SHANK SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT I A•) ATTACH TO 2X PER WTHM 8. OF EACH END 4 IS' OC. MAX SPACING. MAMFACTURES DETAILS. NOTE: SHIM AS HEEDED TO PLU'IB JAMB (DO NOT EXCEED A•) DOOR JAMB TO BLOCK +3" p WINDOW TO BLOCK +3" L SCALE: I'.I'_0• 2x4: CM SECURE TO BLOCK W/' TAFC0NS OR DRIVE PIN (MIN. SHANK SIZE 145 MIK HEAD SIZE 300 MIK EMBEDMENT 1 A') WITHIN 8' OF EACH END 4 18. O.C. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON.STRUCTURAL 2xb: ® V TAPCON MIN I -A* SECURE TO BLOCK W/2-V EMBEDMENT INTO BLOCK TAPCONB OR DRIVE PIN (MIN. SHANK SIZE J45 a cm MIN. HEAD $IZE S00 )S• DRYWALL MIN. EMBEDMENT I A•) WITHIN 8. OF EACH END 4 I'X4' OR 1')a' P.T. NAILER B' OC. MAX SPACING. T,. 2X SECURE TO 2X8: ® STRUCTURAL MEMBER W/(1112,1 SECURE TO BLOCK W12- ' WITHIN 8' OP EACH END 4 b' TAPCONS OR DRIVE PIN TO 8- OL. MAX MIN. NK SHASIZE J45 DOOR CASING MIN NEAR SIZE MO DOOR JAMB OR WINDOW MIN. EMBEDMENT I A'1 ATTACH TO 2X PER WITHIN 8' OF EACH END 4 IBM OC. MAX SPACING - MANFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +3" r%-� WINDOW TO BLOCK +3" SCALE: I'•I'-0' 2X4: CM SECURE TO BLOCK WN' TAPCONS OR DRIVE PIN /MIK SHANK SIZE J45 MIN. HEAD SIZE 300 MIK EMBEDMENT IA') WITHIN 8. OF EACH END 4 IS- OC. MAX SPACING. 2Xb: ® SECURE TO BLOCKIV WA-I/4' NOTE: STRUCTURAL 2X MIST TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE J49 THROUGH' NON-STRUCTURAL MIK HEAD SIZE 300 94' TAPGON MIN. I•A' MIN EMBEDMENT I Yj) EMBEDMENT INTO BLOCK WITHIN B' OF EACH END 4 18' O.C. MAX SPACING. e• CMU 2X8: ® Y�' DRYWALL SECURE TO BLOCK WA-1/4' I'X4' OR DO' P.T. NAILER TAPCONS OR DRIVE PIN 3(., OAB. X 4• MIN, MIN SHANK SIZE J45 MIK HEAD SIZE 300 DOOR CA5N4G MIK EMBEDMENT IYi) WITHIN S' OF EACH END 4 DOOR JAMB OR WINDOW ATTACH TO 2X PER 18' D.C. MAX SPACING. MAMFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A•) DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7 16" G SCALE: I'.I'-0' 2X4: CEO SECURE To BLOCK W//4'O TAPCONS R DRIVE PIN (MIN. SWANK SIZE .145 MIK HEAD SIZE -WV MIN. EMBEDMENT 1)14,) WITHIN 8' OF EACH END 4 IS'O.C. MAX SPACING. 2Xb: SECURE TO BLOCK TAPCONB OR ORIVE PIN NOTE: 9TRJCTUiAL 2X MIST (MIN SHANK SIZE 145 BE ON OUTSIDE 4 SECURED MIK HEAD SIZE 32m THROUGH NON-STRUCTURAL MIK EMBEDMENT I Yj) %' TAPCON MIN I -A' WITHIN S' OF EACH END 4 EMBEDMENT INTO BLOCK 18' OC. MAX SPACING. 8. cm 2X6' ® SECURE TO BLOCK WA-1/4' 1S DRYWALL TAPC•ON9 OR DRIVE PIN I'X4. OR I'-' P.T. NAILER (INK SHANK SIZE J45 I' P.T. X 4• MIK MIK HEAD SIZE 300 DOOR CASW4 MIK EMBEDMENT I Yj ) WITHIN 8. OF EACH END 4 DOOR JAMB OR WINDOW ID'O.C. MAX SPACING. ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +3 3/4" -T WINDOW TO BLOCK +3 3/4" SCALE: I'•I'-0' ♦ O e Y I T C e T a 6 Design GrM . 2. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abde igngroup.com AA #: 0003325 N y w w m a w F 0 0 U L Z LOTRADO 25 K 1 041 128 0Ot-25001 MODEr& 4EBB "1828— CALI" GARAGE O'WMG: RIGHT PAGE: MONOLITHIC 1—STORY WALL SECTIONS & NOTES 150 MPH EXP. B "'PRINT A 11/07/16 SCALE.` 1/4"=l'-0" SKEET FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 030 FELT PAPER OVER "30 FELT PAPER 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES INSTALLED PER FBCR INSTALLED PER FBCR TRUSSES WHERE 'X' BRACING OVER "30 FELT PAPER R'B052.1 ON I,' OS$. 7 R9052.1 ON a' O.S.B. IS PRESENT INSTALLED PER FBCR SHEATHING OR %' CDX SHEATHING OR J' CDX R9052.1 ON J' OS$. PLYWOOD SECURED PER PLYWOOD SECURED PER SHEATHING OR #' CDX FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG GABLE TRUSS PLYWOOD SECURED PER PRE-ENG TRUSS SEE ENERGY CODE FORMS P.T. IX2 W/ MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED FASTENER SCHEDULE SEE ENERGY CODE FORMS P.T. IX2 W/ MTL. DRIP EDGE FOR INSULATION R-vALUES 2x4 OR 2x6 SUB -BAND PER W/ (2) 12d's a EACH TRUSS PRE-ENG TRUSS FOR INSULATION R-VALUES 2x4 OR 2x6 SUB -BAND' GYPSUM BOARD OR ELEVATIONS P.T. IX2 W/ MTL. DRIP EDGE GYPSUM BOARD OR }' PER ELEVATIONS HIGH STRENGTH CLG. VENTED ALUM. SOFFIT 2x4 OR 2x6 SUB -BAND HIGH STRENGTH CLG. �,q� BOARD VENTED ALUM. SOFFIT BOARD PER ELEVATIONS DOUBLE TOP PLATE TWIST STRAP VERIFY W/ STIFFBACK AT ALL UPRIGHTS OVER 4'-10' VENTED ALUM SIMPSON WINDOW HEADER SIZE TRUSS PLAN HIGH (SEE SEALED ENG. SEE ENERGY CODE FORMS 1,0000 UPLIFT SP2 a EA. 2X8 STUD VARIES PER WINDOW WINDOW ATTACHMENT AS FOR SIZE 4 CONDITION) FOR INSULATION R-VALUES CONNECTOR OPENING SEE HEADER SPAN CHART FOR PER MANUFACTURES SECURE 2x4 PLATE TO WALL W/ GYPSUM BOARD OR 2x8 SYP "2 DETAILS SPECIFICATIONS x6' THRU-BOLTS e 32' OC.' HIGH STRENGTH DBL TOP O.S.S. SHEATHING OR J' WINDOW SILL MAX THEN SECURE GABLE TO CLG. BOARD PLATE DRY WALL CDX PLYWOOD, 2x4 PLATE W/ 12d's 8' O.G. MAX WALL }' PIA ANCHOR BOLT ATTACHED PER FASTENER 2x STUDS a 16' O.C. MAX W/ OR DOUBLE TOP PLATE SHEATHING AT 16' D.G. MAX WITH 1' SCHEDULE ON SHEET D5. INSUL., SEE ENERGY CODE SECURE GABLE TO DBL TOP WINDOW ATTACHMENT AS 2x8 SYP "2 EMBEDMENT AND 2' 1/8' THICK, 3 COAT FORMS FOR INSULATION PLATE W/ SIMPSON HTC4 a 24' PER MANUFACTURES WOOD STUDS DIA. WASHER PORTLAND CEMENT R-vALUES O.C. MAX SPECIFICATIONS AT 12' O.C. MAX PLASTER OVER WINDOW HEADER SIZE VARIES WINDOW SILL SIMPSON SPI EXPANDED GALV'D sT d G GLUED PER WINDOW OPENING SEE EA. 2X8 STUD METAL LATH ON A ASS AND SCREWEDEWER PER HEADER SPAN CHART FOR 2x STUDS a 16' O.C. MAX W/ FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER FASTENER SCHEDULE DETAILS INSUL., SEE ENERGY CODE FORMS FOR INSULATION 2x8 P.T. SYP 02 TYvEK BUILDING WRAP O.S.B. SHEATHING OR ? CDX R-VALUES O SOLE PLATE (1) COURSE TIE BEAM (REFER TO STUCCO PLYWOOD. ATTACHED PER z POURED SOLID WITH SPECS FOR COMPLETE FASTENER SCHEDULE ON SHEET ' T 4 G SUBFLOOR GLUED CONCRETE. (1) #5 D5 AND SCREWED AS PER IL q RESAR HORIZONTALLY INFORMATION) 1/8' THICK, 3 GOAT PORTLAND FASTENER SCHEDULE O � � NOTE: SHEATHING MUST CEMENT PLASTER OVER '�j PRECAST LINTEL NOT BREAK I'-4' MIN. PRE-ENG FLOOR TRUSS EXPANDED GALV'D METAL LATH fy FROM 2ND FLR LINE (INSTALL PER MFG. SPECS.) ON FORTIFIBER JUMBOTEX WINDOW ATTACHMENT AS 2x4 CONT. a TOP AND GYPSUM BOARD OR }' GRADE 'D' PAPER OVER TYYEK Z w I ! PER MANUFACTURES BT. OF FLR TRUSS (TOP HIGH STRENGTH CLG. BUILDING WRAP (REFER TO J SPECIFICATIONS 2x4 SUPPORTS BT BOARD STUCCO SPECS FOR COMPLETE PRE-ENG FLOOR TRUSS w O a PRECAST SILL PLATE OF 2ND FLR, BT. GONG. FILLED LINTEL BLK W/ INFORMATION) (INSTALL PER MFG. SPECS.) � ? "5 REBAR a 16' 2x4 IS FOR WALL (1) 05 REBAR CONTINUOUS NOTE: SHEATHING MUST NOT GYPSUM BOARD }' Z O.G. MAX, IN SHEATHING NAILER) SEE ENERGY CODE FORMS BREAK I'-4' MIN. FROM 2ND FLR HIGH STRENGTH CLG.. w CONCRETE WEEP SCREED FOR INSULATION R-VALUES LINE BOARD R' Z POURED CELL, PER Ix2 P-T. FURRING STRIPS (SEE DETAIL 2/D3) PRECAST LINTEL 2x4 CONT. a TOP AND BT. OF O VERIFY PLAN. e 16' O.G. EMBED. STRAP VERIFY WINDOW ATTACHMENT AS FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 CONC. FILLED LINTEL BLK W/ (1) "5 REBAR CONTINUOUS � 0 Z 8' GMU W/ TRUSS PLAN PER MANUFACTURES IS FOR WALL SHEATHING PRECAST LINTEL -i SEE ENERGY 013 I/Z' GYP. WL. BD. s /s' THICK, 3 GOAT SPECIFICATIONS NAILER) d) O CODE FORMS (U 4 CONTINUOUS REBAR " PORTLAND CEMENT PRECAST SILL WEEP SCREED WINDOW ATTACHMENT AS i w FOR i > WOOD BASE PLASTER APPLIED (1) 05 REBAR VERTICALLY (SEE DETAIL 2/D3) PER MANUFACTURER 13 INSULATION DIRECTLY TO MASONRY W/ CONC. POURED CELL 1 SPECIFICATIONS -4 R-VALUES u Q "4 REBAR 48' LONG Wl(oMIN.HOOK OOKSLAB O.C., 2—STORY Ix2 P.T. FURRING STRIPS EMBED. STRAP VERIFY PRECAST SILL � Qi z � a 16' O.G. (1) "5 REBAR VERTICALLY O - _� y W FIRST FLOOR �; - 8' GMU W/ TRUSS PLAN W/ GONG. POURED CELL (L - 2'-0" (rnN. BLOCK SECOND I/2' GYP. WL. BD. %' THICK, 3 COAT { Ix2 P.T. FURRING STRIPS °� O IN SLAB)__. OOR FRAME i WOOD BASE PORTLAND CEMENT PLASTER APPLIED lk —r T (DrIZ—E : 3/4'=1'-0' DIRECTLY TO MASONRY 8' GMU 9 ° ° 9 1/2' GYP. WL. BD. WALL I ; 4' GONG., REINF. W/ 2—STORY GABLE WOOD BASE SECTION — L = WI.4XWI-40 WWM ON 6-MIL POLY II FIRST FLOOR °° WOOD " ETHYLENE VAPOR BARRIER ON ° "-- WELL -COMPACTED CLEAN FILL BLOCK SECOND i A FLOOR FRAME L� 9 ° - _ FRAME TO ; 6, 6, .6" ° 1 B LOCK WALL m °_-?' m" TERMITE TREATMENT SHALL BE (3) 05 REBAR ON CHAIRS SCALE: 3/4'=I'-O' a 2x STUDS e 16' O.C. MAX W/ 6 O.S.B. SHEATHING OR }' CDX 2x STUDS a 16' O.C. MAX W/ NOTE: INSUL., SEE ENERGY CODE PLYWOOD. ATTACHED PER INSUL., SEE ENERGY CODE PER FBCR S052.1 - FOR ROOF SLOPES 2:12 TO FORMS FOR INSULATION FASTENER SCHEDULE ON SHEET FORMS FOR INSULATION LESS THAN 4:12, A (2) LAYER UNDERLAYMENT R-VALUES D5 R-VALUES SYSTEM IS REQUIRED. FOR ROOF SLOPES OF a' T d G SUBFLOOR GLUED 1/5' THICK, 3 COAT PORTLAND J' T 4 G SUBFLOOR GLUED 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS AND SCREWED AS PER CEMENT PLASTER OVER AND SCREWED AS PER PERMITTED BUT MUST BE PER ASTM D226 TYPE FASTENER SCHEDULE EXPANDED GALV'D METAL LATH FASTENER SCHEDULE 11, ASTM D 486B TYPE IV, OR ASTM D 6151 ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK 3/4' T 4 G SUBFLOOR GLUED T72x4 BUILDING WRAP (REFER TO AND SCREWED AS PER STUCCO SPECS FOR COMPLETE FASTENER SCHEDULE ON INFORMATION) SHEET D2 CONT. a TOP AND BT. OF FLR TRUSS (TOP 2x4 PRE-ENG FLOOR TRUSS SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL PRE-ENG FLOOR TRUSS FASTEN 2X4 RIBBON (P.T, s SIMPSON HETA-16 EMBED. r I SHEATHING NAILER)' GYPSUM BOARD OR }' GMU) W/ (3) 12d NAILS e EACH TRUSS STRAP Is 32' O.G. MAX VERIFY WEEP SCREED HIGH STRENGTH CLG. W/ TRUSS PLAN (SEE DETAIL 2/D3) BOARD PRE-ENG FLOOR TRUSS EMBED. STRAP VERIFY (INSTALL PER MFG. SPECS.) �' GYPSUM BOARD OR �' W/ TRUSS PLAN CONC. FILLED LINTEL BLK W/ HIGH STRENGTH CLG. BOARD s/s THICK, 3 COAT PORTLAND (1) "5 REBAR CONTINUOUS CONC. FILLED LINTEL BLK W/ CEMENT PLASTER APPLIED (I) 05 REBAR CONTINUOUS DIRECTLY TO MASONRY RIBBON FLOOR CONNECTION AT PARALLEL/ PERPENDICULAR RPENDICULAR PRE—ENG FLOOR TRUSS @=,ETENING DETAIL SCALE: 3/4'-I'-0' : 3/4' = I' - 0 A R C H I T E C T E-1 5 Design Grouo-n�. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA 8: 0003326 h w a w z 0 0 F 4 �se stn3Drv. de x of SILVERADO LOT 25 BLK I RO 000-25001 ![ODELe 4EBB "1828—CALI" GARAGE grWMG: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHRECT, STATE OF FLORIDA D TM 11/07/16 SCALM 1/4"=1'-0" 8*1m T D4 ♦ 8 E 8 r T c c T A FIBERGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR RS052.1 ON a' 0.5 B. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR I - COX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. om TOP AND BT, OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2— STORY FIRST FLOOR BLOCK SECOND U1-1,�FLOOR FRAME SCALE: 3/4'=1'-O' SEE ENERGY GORE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH GLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES zz SPECIFICATIONS UINDOW SILL 2x STUDS o Iro' O.C. MAX W/ NSUL., SEE ENERGY CODE =ORMS FOR INSULATION R- VALUES I' T 4 G SUBFLOOR GLUED 4NO SCREWED AS PER :ASTENER SCHEDULE 'RE-ENG FLOOR TRUSS 'INSTALL PER MFG. SPECS.. j' GYPSUM BOARD OR -41GH STRENGTH CLG. 30ARD :ONC. FILLED LINTEL BLK '1) 05 REBAR CONTINUOUS 5EE ENERGY CODE FORMS -OR INSULATION R-VALUES 'RECAST LINTEL UINDOW ATTACHMENT AS 'ER MANUFACTURES SPECIFICATIONS 'RECAST SILL '1) 05 REBAR VERTICALLY W/ CONIC. POURED CELL Ix2 P.T. FURRING STRIPS B 16' O.G. 8' CMU 1/2' GYP, WL. BD. WOOD BASE OVER 030 FELT PAPER 2x4 BLOCKING BETWEEN INSTALLED PER FBCR TRUSSES WHERE 'X' BRACING RS052.1 ON 1,' O.S.B. IS PRESENT SHEATHING OR �' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE -ENS GABLE TRUSS P.T. IX2 W/ MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED 2x4 OR 2x6 SUB -BAND PER W/ (2)12d's ID EACH TRUSS ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. SEE ENERGY CODE FORMS FOR SIZE 4 CONDITION) FOR INSULATION R-VALUES SECURE 2x4 PLATE TO WALL W/ 3'xb' THRU-BOLTS o 32' O.C, I' GYPSUM BOARD OR }' 8 .. HIGH STRENGTH GLG. MAX THEN SECURE GABLE TO BOARD 2x4 PLATE W/ 126's 8' O.G. MAX OR DOUBLE TOP PLATE SECURE GABLE TO DBL TOP WINDOW ATTACHMENT AS PLATE W/ SIMPSON HTC4 Ill 24' PER MANUFACTURES O.G. MAX SPECIFICATIONS WINDOW HEADER SIZE VARIES WINDOW SILL PER WINDOW OPENING SEE HEADER SPAN CHART FOR 2x STUDS g I6' O.G. MAX W/ DETAILS INSUL., SEE ENERGY CODE FORMS FOR INSULATION 16 O.S.B. SHEATHING OR I' COX R-vALUE5 PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET T 4 G SUBFLOOR GLUED D5 AND SCREWED AS PER 1/8' THICK, 3 COAT PORTLAND FASTENER SCHEDULE CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE PRE-ENG FLOOR TRUSS INFORMATION) (INSTALL PER MFG. SPECS.) NOTE: SHEATHING MUST NOT I' GYPSUM BOARD OR BREAK I'-4' MIN, FROM 2ND FLR HIGH STRENGTH GLG. LINE BOARD 2x4 CONT, s TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS CONIC. FILLED LINTEL BLK W/ BT PLATE OF 2ND FLR, BT. 2x4 (1) 05 REBAR CONTINUOUS IS FOR WALL SHEATHING PRECAST LINTEL NAILER) WINDOW ATTACHMENT AS WEEP SCREED PER MANUFACTURER (SEE DETAIL 2/D3) SPECIFICATIONS PRECAST SILL EMBED. STRAP VERIFY (1) S REBAR VERTICALLY W/ TRUSS PLAN W/ CONC. POURED CELL V THICK, 3 COAT Ix2 P.T. FURRING STRIPS PORTLAND CEMENT O.C. PLASTER APPLIED DIRECTLY TO MASONRY I 8' CMU I/2' GYP. WL. BD. 2—STORY GABLE WOOD BASE FIRST FLOOR y BLOCK SECOND~9 FLOOR FRAME r1A SCALE: 3/4'=1'-0' a FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON 1,' 0.6.8. SHEATHING OR I' COX 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 10000 UPLIFT CONNECTOR 2x8 SYP "2 DBL TOP PLATE WALL SHEATHING 2x8 SYP 02 — WOOD STUDS AT 12' O.C. MAX 2x8 P.T. SYP 02 SOLE PLATE 05 REBAR s I6' O.C. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. SEE ENERGY CODE FORMS FOR �- INSULATION R-VALUES z w �Q zo WALL ZI - SECTION WOOD FRAME TO BLOCK WALL SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD SIMPSON SP2 o EA. 2X8 STUD J' DRY WALL I' DIA ANCHOR BOLT AT 16' O.C. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMPSON SPI EA. 2X8 STUD (1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1) 05 REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS SILL Ix2 P.T. FURRING STRIPS s 16' O.G. 8' CMU 1/2' GYP. WL. BD. (1) 04 CONTINUOUS REBAR WOOD BASE 04 REBAR 48" LONG W/6' HOOK o 24' O.C., MIN. 24' IN SLAB 2'-0" (MIN. �4' CONIC., REINR W/ 6'x6' WIAXWI.40 WWh ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE (3) 05 REBAR ON CHAIRS 6 Design Grou .nc. L44i N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abda igngrouP.com kh AA #: 0003325 w y m h 0 a y 0 F 0 U w BVSDIV. dt LOT: SILVERADO LOT 25 BLK 1 PROJECT 04128.00 —25001 MODEL: 4EBB "1828— CALI" GARAGE 8'IlNG: RIGHT PAGE: MONOLITHIC 2—STORY 1— HR WALL SECTIONS & NOTES 150 MPH EXP. B AFICF9TECT: STATE OF FLOMA ccn 0 9 1016 DAw 11/07/16 811214LE: 1 /4"- f - 0" 8i1EET D4. 1 PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MN SHANK 91ZEJ45 MIN HEAD SIZE 300 MN EMBEDI'IENT 1 1/4') S. FROM EACH END AND 18' z'- OL. MAX MN I-V4' EMBEDMENT ll- -- 2 X 6 MIN 2 X 3) 2-3/16 TAPCON AT OR DRIVE PIN (MIN SHANK SIZEJ46 M_ MIN HEAD SIZE 300 I MIN EMBEDMENT 11/4') 8' FROM EACH END AND V OL. MAX MN 1-1/4' EI'BED" ENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MN SHANK SIZEJ45 MIN HEAD SIZE 300 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') /MNE O FEHING W/ 8.FROM EACH END MID IS'. 2-12d PER BLK EA. END OL. MAX MN 1-114' EMBEDMENT 1/16. O5B SHEATHING CMU WALL ARCHWAY DETAIL 16" AND UNDER SCALE: I/2' • I'-0' DBL, TOP PLATE 2X4 16' O.C. MAX PIN (MIN. SHANK SIZE .145 MN. HEAD SIZE 300 MIN EMBEDMENT I V WAN r,4fRRC_;I4 8' EA. END NOT TO YEXCEED 18' OL. MAXBT.PLATE2X4SOLIDBLOCKING SECUREI/1' PLYWOOD - TO SHEATHING WITHOR 1/16' O.S.M. MN. 2-126 PER BLK EA ETD 3 EXTERIOR ARCHWAY SCALE: I/Z'.I,_0• 0 1i• OSB. OR IT PLYWOOD SHEATHING 0 W BLDG. FELT 0 24WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD DI910, 36' US E AND AND MST BE A MN 24' WIDE METAL. ® FIBERGLASS SHINGLES, TRUSS SIMPSC I/2' CN.G. EK)ARD 4 TEXT. SP4 s 911-R''90N SP4 2X4 DBL. TOP PLATE EVERY • EVERY 1/2' DRYWALL OTHER 0714ER STUD 2X4 WOOD STUDS s16' OC' STUD UNO. CN TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON SP4 f 32' OC. MAX 1/2'XS' AB. 32. Or ONC. SLAB 5'f CONT. 1-STORY �+ INT. BEARING WALL 6 SCALE: 1/2'•I'-0SCALE: I/2'•I'-0' NOT& FOR WALLS WNO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS, DBL. TOP PLATE 2X4 16' Or- MAX SECURE 2X4 W/ 2-4(' TAPCONS OR DRIVE PH (MIN. SHAW SIZE J45 MN. HEAD 917E -100 MN. EMBEDMENT I Y' WIN 8' EA. END NOT TO EXCEED E' OL. MAX 2X4 SOLIr BLOCKING SECURE TO SHEATHING WITH MIN 2-12d PER 6I.K EA. ENO SCALE: I/2••I'-0' PRECAST HEADER(MN) 2 X 4 MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PN (MN SHARK SIZEAS MIN DEAD 912E 300 MIN EMBEDMENT 1 1/49 8' FROM EACH END AND IS' OL. MAX. MIN I-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCCN OR DRIVE PIN (MIN SHANK SIZEJ45 MN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND IS- OL. MAX MIN I-I/4' EMBEDMENT 2 X 8 MN 1 X 3) 2.3116 TAPCON OR DRIVE PIN MIN SHANK SIZE.145 MN HEAD SIZE 300 1/16' 0515 SFEATHING MIN EMBEDMENT 1 1/4') 2X4 I6. OL. MAX 8' FROM EACH END AND 18' (WHEN OVER I6' IN HEIGHTJ OL. MAX MN 1.1/4' ET'BEDDENT 2X4 SOLID BLOCKING — SECURE TO SHEATHING W/ MIN. 2-12d PER ELK EA END ARCHWAY DETAIL 4 16 AND UP AND 5 CLOSED VALLEY FLASHING DETAIL NTs. DOUBLE TOP PLATE 2x4 CONTINCUS STRESS BLOCKING MID WALL 2.4 STUDS s 16' O.C. MAX, UON. J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE IST FLOOR STUDS 70 2ND FLOOR STUDS SIMP50N MSTA-36 s 32' OC. MAX `PRE-ENG FLOOR 7RJSs DOUBLE TOP PLATE 2.4 CONTINOUS STRESS BLOCKING MID WALL 2x4 STUDS f 16' OC. MAX, U.O 1/2' GYP. ILL. BD. SECURE B7. PLATE TO SLAB W/ I' 5' ANCHOR BOLT W/ 2' WASHER SET IN SIMP90N HIGH STRENGTH EPDXY 1' EMBED. MIN. • SIMPSON SP4 f 32' O.C. MAX �711NT. 2-STORY I,.B.W. SCALE: IR'•I'-0' PRE-ENG TRUSSES OR CONV. FRAMED RAFTERS (}' OSB. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 2.4 BLOCKING UNDER WALL STUDS SCIAZE BETWEEN TRUSS BAYS W/ (3) 12d'e EACH END 2. DOUBLE TOP PLATE STUDS s 16' OC. MTS-12 f EVER STUD 2X4 ST. PLATE DORMER 8 ATTACHMENT SCALE: I/2'• r-0' DEL. TOP PLATE SECURE 2 X RIP TO FIT W/2-QdS 6'-8' OL. MAX. 1/8' TEXTURED FINISH III&' OSB SHEATHING 2 X 4 16' OL. MAX (WHEN OVER 16' IN HIEGHTJ 2 X 4 (WHEN OVER 16' IN HIEGHTJ 1/4' TEMPERED MASONITE GLUE ( NAIL w—'r '-P- OC. F DEEDED. 2 X SOLID BLK'G f ARCH SECURE 0/1-12d EACH END ATTACHMENT PER MANUFACTURERS SPEC'S. MTL WOW FRAME NOTE: NO GAP f WDW FRAME TO EXCEED 1/4' ��ARCHWAY DETAIL CUTAWAY tL SCALE: V2'•I'-0' 2 X 4 (MIN 2 X 3) 1-3/I6 TAPCO14 OR DRIVE PIN (MN SHANG SIZEJ48 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND 18' EXISTING ELK ABV. OL. MAX. MIN 1.1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MN 2 X 9) 2-3/16 TAPCON 1/e' TEXTURED FINISH OR DRIVE PIN MN SHANK 91ZE.145 MN HEAD SIZE 300 TA6' OSB SHEATHING MN EMBEDMENT 1 1/4') 8' FROM EACH END AND 0' 2 X 4 I6' OL. MAX. (WEN OVER 16' IN WEIGHT.) OL. MAX. MIN 1-114' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X 8 (MN 2 X 3) 2-3/16 TAPCON 16' N 44EKsNT.) OR DRIVE PINlMIN SW 912E.H5 MIN HEAD 917E 300 MIN EMBEDMENT 1 1/4.)SECURE 2 X SOLID BLK'G s ARCH W4-12d EACH END S' FROM EACH END AND 16' ATTACHMENT PER OL. MAX MIN 1-114' EMBEDMENT MANUFACTURER'S SPECS. MTL WOW FRAME 114' TEMPERED MASONITE 'NOT',: NO GAP s (LOW FRAME GLUE I NAIL W/ed'S e'-12' OL. TO EXCEED 1/4' F DEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: I/1'•I'-0• ASPHALT SHINGLES OVER 30 FELT ON 1/16' 0.5B. PRE-ENG GABLE TRUSS SPF STIFPBACK (SEE 5EALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT CONT, 1,4 SPF RAT RUN ' SECURED W/ (2) 12d'4 s EACH TRUSS (2) 2x4 -1 S.YP. DIAGONAL BRACE W/ (3) 12d'4 f EACH TRUSS (DIAGONAL X-BR.ACINCs TO COVER 5-TRUSSES $' GYPSUM BOARD OR J' HIGH STRENGTH GLG. NOTE: BOARD DIAGONAL BRACE s CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE • ANY SPAN B'-0. OR GRATER REFER TO TR188 ENS. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-O' TO 30'-0' !I) X-BRACE 30'-1' TO 60'-0' (3) X-BRACE 0) X-BRACE f CENTER AND (2) BRACE DIVIDED EOUALY FROM CENTER TO END GABLE X- BRACING SCALE: 1/2'•1'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIK (3) 12d NAILS OR MIN. (4)10d GUN NAILS Ixb COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) Od GUN NAILS 2x RAFTERS Ixb NAILER SECURE TO TRUSSES BELOW W/ l2112d NAILS R (3) 10d GUNONAILS • EA TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP ROOF DECKING PRE-ENG TR PRE-ENG. ONV. FRAMED ROOF SCALE: IR'•I'-0' 0-0' TO 30'-0' (U'X' BRACE 30'-I' TO 60'•0' (3)'X' BRACE (1 'X' BRACE s CENTER) (2 'X' BRACE DIVIDED EOUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER -30 FELT ON 1/I6' OSB. (21 2X4 -2 SYP DIAGONAL BRACE W/ 3-124 f EA TRUSS ( DIAGONAL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING WERE 'X' BRACING,-� IS PRESENT NAILS EA END TO TRUSS / TO TRU95 SFF STIFFBACK (SEE 4 EALDCONNECTION) ETION) K FOR 917E (CONNECTION) 1/16' OSB SHEATHING / USE 8d NAILS AT 4' ox:. EDGE H 6' oc. FIELD 2X4 W/ 3/8' X 5 LAG f32' OC. MAX` OR SIMPSON MSTA-24 s 32' OC. MAX. SHEATHING NAILING TO BE I 6'-8' D.C. IN FIELD 4' OCAALL EDGES W/8d NAILS TRUSS 24' oo. 1/2' CLG. BOARD NAIL CONT. RAT RN TO TRUSS W/ (2) 12d s EA TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' O.C. MAX. (1112-STORY GABLE END CROSS BRACING SCALE: I/2'•I'-0' • 1115 UPLIFT SIMPSOMI HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAF'CONS TO CONT POURED LINTEL • 235E UPLIFT (2) 51MMOM HT5M20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WAO 10d TO TR155 AND (4) 1/4' x 2 1/4' PRE-ENG TRUSS CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART (1-21TRUSS ANCHOR RETROFIT N.TS. 12' Z FINISH a LANDING F 3/4' PLYWOOD FF. _ I _ z- DBL 2X/o i 1 3/4' PLYWOOD WITH LANDING DETAIL 4 COMMONS NAILELED 7HRU 3/4' FINISH LANDING 3/4' PLYWOOD FF� PLYWOOD INTO EACH STRINGER 3-2XI2 SYP STRINGER ' DBL 2XI2 REINFORCED W/2X4 SPFOR W/CONT, BEAD OF FLOOR JOIST SUB -FLOOR ADHESIVE PL-400 OR SIMILAR o EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)118 3' SCREWS s+ EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUES -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) MIN. TREAD 10', MAX. RISER -1-3/4' 3/Iro' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' +-1/4' OR PROVIDE EQUIVALENT GRASPA51L ITY WINDERS- MIN. fo' WIDE IS NARROW END MIN. II' WIDTH Is 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 3C "MIN. FINISH WINDER DETAIL CUTTREAD O PIT IX8 RISER 10' upu (3) 10d CUT NAILS B 2X4 P.T. SLEEPER INTO SLAB HAND RAIL 1/2' DRYWALL IX10 TRIM -I' NOSING TYP. 73 m*< STAIR SECTION DETAILS U�3 S SCALE: 3/4' z I'-O' • C r Y IT C r T 1.441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77"078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 W y O V W 0 0. U W A F MON $ M1`. SILVERADO LOT 25 BLK 1 PROJMTO 04128.00 -25001 MoDEr.& 4EBB "1828-CALI" GARAGE 811WG: RIGHT PAGE: MISC. DETAILS 150 MPH EXP. B ARCHITECT: STATE OF FLORIDA DRMT A11/07/16 8CALE: 1 /4"=1' - O" 8DEMET IF -JN5 PRODUCT APPROVAL LISTING FL 10446-114 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10456-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17236-112 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17244-R1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17244 FL 6223-112 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 7473-116 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR FL 12019-115 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR FL 14039-112 PLYGEM SINGLE HUNG - 2014 FBCR FL 14634-112 PLYGEM SLIDING GLASS DOOR - 2014 FBCR FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR FL 14253-113 PLYGEM FIXED GLASS - 2014 FBCR FL 15217-114 MI WINDOWS & DOORS SINGLE HUNG - 2014 FBCR FL 13349-114 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2014 FBCR FL 15333-112 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR FL 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 15279-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5891-115 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR FL 10758-116 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR FL 10477-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13192-114 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13223-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13265-112 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 4103-118 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 05-19-1 ARCH ITEC T !-1 6 Grousi In Ai N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-774-4078 www.abdesigngmp.com AA #: 0003325 0 it 4 0 07 SILVERADO LOT 25 BLK 1 04128.60 -25001 MODIM 4EBB "1828-CALI" GAliAdIC 8WING: RIGHT PAOM PRODUCT APPROVAL LISTING 150 MPH EXP B DP TT 11/07/16 DC.%=: 1/4"=1'-0" zKom D 6 A R C H I T E C T S PREFORMED CONTROL JOINT - FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • S' - OC. MAX (VERT.). NOTE, DO NOT FASTEN CONTRy' L JOIN TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ X. LEG MAY BE USED TO TEMP, SECURE CONTROL JOINT DURING INSTALLATION \ FASTENERS TO BE SPACED s 1' O.C. MAX VERTICALLY .ATH SHALL NOT IE CONTIN101US HROUGH CONTROL OINTS BUT SHALL M STOPPED AND IED AT EACH SIDE aP niN. ]• THICK 3 COAT CEMENT PLASTER WRB LAYER -2, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED 01' (V£RT.) OZ. MAX AT SUPPORTS WRB LAYER 9, STUCCO U1RAP WOOD SHEATHING R ASTM C1063 �— PROVIDE 2X4 BLOCKING .10,1.4 PLACED FLAT MAX. 6' TO S' \ / FROM CONTROL JOINT WHEN FASTENERS FOR LATH TO BE NAILS OR CONTROL JOINT FALLS ON '� STRUCTURAL STUD TAPLES IN COMPLIANCE W/.ASTM C1063 . WIRE TIES TO BE (NO. IS) 00415' WIRE . BLOCKING SHOWN MAY BE IN ADDITION, \ O WALL STUDS REQUIRED PER PLAN / I 72 \ / O"M" TYPE CONTROL JOINT O1. FOLD NWAI®e PT. A ®FOLD I OI. FOLD MUAIPD M. d 2.G ASE•R.S 3. GREASE . A. G X ® ®FOLD _H v O41'OLD W WJtD . PT. A ]. CIffASE . Pi. B FOLD ® I. FOLP helAnl®a fR. A 2. GREASE . Pr. B 3. M. C 4. FOLD PT. C OVER R. S TILL Pr. C TO0GIC8 HOTTOn RATrf aortal© fL4WE WATLrR TKM SEAL. FOLD. Q2 MCI O J' THICK, 3 COAT CEMENT PLASTER URB LAYER 4, FORTFIBER BUILDING PAPER UNS LAYER -1, STUCCO WRAP LAP LAYERS OF dIWKS W OVER NAILMG MA , STOP YII® AEESQN. I h, AHOY£ 9F9 WALL FLASHING MTAILIR t4ASNM6 (SEE DET41L) NOS[ e1STLLL KK10JYi FLASHNG dT BOTTOI, OF I� r NOTE: APPROVED BUILDING. WRAP SHALL BE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING MEMIBRANE 6' 6' • VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE ENDS) 4 6' R HORIZONTAL LAPS. U1RAP MATERIAL) OVER 4 ALL BEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING. TAPE FLASHING, TO EXTEND ONTO PIPE / I' OR LESS PIPE `t- 6'x6' SELF -ADHERING MEMBRANE / \ PENETRATION FLASHING (COMPATIBLE W/ HOUSE / \ WRAP MATERIAL) OVER 4'x4' SELF-ADHERW. MEMBRANE FLASHING OVER APPROVED / nIN LAP . FiErAL LAIN \'f HOUSE U1RAP. }(�FLASHING TO EXTEND ONTO PIPE X X I X X X CUT AND OVERLAP ONE SIDE OF METAL LATH SELF -ADHERING MEMBRANE — CUT AND OVERLAP ONE SIDE OF FLASHING _ STEP III STEP n FFLLASHWG ERINKa MEMBRANE STUCCO LAYER 9, I P THICK, 3 COAT CEMENT ---- STUCCO LLRAP PLASTER STUCCO LATER 9, METAL LATH 97UOCA WRAP a HIN PAPER LAP BELOW ONLY / __ U1Gffi LAYER 9, FORTFIBER WRB LATER 4, FORTIFIBER uBAU201L�LAYER y7�, POIZTFIBER BUILDING PAPER � I BUILDING PAPER r4'.4- METAL LATHR WEB LAYER 9,STUCCO WRAP 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED WOOD SHEATHWG HOUSEWRAP.STRAPS, 9TAPLE91 A9REQUIRED TO SECU E FLASHIK'. TOEXTEND ONTO PIPE PIPE/ WIRE TO FRAMING SELF -ADHERING MEMBRANE -� FLASHNG OVER APPROVED nw LATH HOUSE WRAP. FLASHENG, TO EXTEND ONTO PIPE LdALL LAP R 2 APER LAP — SCALE: I I/2'•I'-0' %' CONT. BEAD OF SEALANT -- —INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO) G.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL WOOD STUDSSECTION I PER FBC R703.6A1 1 ETRerin 1alhirq rltl plEd—.g NOTE. SHEATHING Exterioru fportl rgcemerrcpaaW SIDE LAPS OF METAL shall comply with the epplicalim PLASTER BASES SHALL equirem ms of ASTM C 926-11A. BE SECURED TO BUILDINW �k FRAMING MEMBERS PAPER Installation of earerior la0ing and homing THEY SHALL BE TIED shall comply voth ASTM C 1063-11 A. BETWEEN SUPPORTS WITH 00415-IN. (121-MM) STUCCO h' LAP ® LATu WIRE AT INTERVALS NOT 3 LAP. PAPER MORE THAN 9' (221I-MM). AS PER ASTM C1063 181 KICKOUT NOTE: FOR REPAIR OF TEARS HORIZONTAL LATH FIFE FENETR)4TION IDETAIL DETAIL M B LAYERS, TEARS MAY BE PATCHED & PAPER DETAIL W/NIOUSE UIRAP TAPE PER MANUF. SPEC. OR N.T.S. PEEL i STICK WATER TISHT SEAL 100OR SOLDER DO NOT dl ROOF WOOD SHEATHING WRE, LAYER 'I, STUCCO WRAP THICK, 3 COAT CEMENT ASTER :TAL LATH LAP WRB e TAPE OVER ROOF WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT SHINGLE ROOFING O"L" FLASHING N.T.S. LEGEND DRAINAC;E PLANE (WRB LATER #I, STUCCO WRAP) WRB LATER 1*2 (FORTIFIBER - - - - - - BUILDING PAPER) METAL LATH x-x-xx STUCCO WOOD SHEATHING �l1Ti�T/TT/Tl 5ELF-ADHE51VE FLASHING - - - - - - NOTE : METAL LATH: LATH TO BE PER FBC R-103-6-1 / ASTI"I C-041-12, MIN. 2.5 L55. PER 50. TARD CUTILITT OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) Design Grou 1RD. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W y W V W 0 4 Chi G F C V > ruBDIV. 89 LOT. SILVERADO LOT 25 BLK 1 PROJECTW 04128.000-25001 MODEIs 4EBB "1828- CALI" GARAGE B'WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B i ARCHRTECT: STATE CC- FLORIDA DATj& 11/07/16 ECAI.M 1/4"=I'-O" S1EMET AI 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. 51DE5. 3. TOP j X. VENT CAP 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, X: E-Z BEAD ALL AROUND I�i { VENT -APPLY SEALANT ALL i !X JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO - ON ALL SIDES, Y�* CAULKING m JOINT ALL AROUND PER FBC R703.6.01 1 Exterior lathing and plastering BACKER ROD I Exterior use of portland cement plaster -- shall comply with the application X requirements of ASTM C 926-11 A. X. Installation of exterior lathing and framing �X.t _ shall comply with ASTM C 1063-11A. --------'—._ _---_—J WRB LAYER -1, X.. STUCCO WRAP ,x HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER R, FORTIF15ER BUILDING PAPER WOOD SHEATHING 6 A DRYER VENT (FRAME) WOOD SHEATHING WRS LAYER -4,STUCCO WRAP WR8 LAYER -2, FORTIFIBER BUILDING PAPER WOOD cON5TucT7oN —METAL LATH a' CMU VINYL CASING BEAD ..i; 6' RAISED BAND Ye' TO %' MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYINS Z FLASHING STONE VENEER OVER SCRATCH COAT r7 (' HORIZONTAL WEEP SCREED ( lWZSTONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO `" --- - WOOD SHEATHING G17I11T� �1111 SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER FBC R-103.6] / 45TM C-84'1-12, MIN. 25 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH Co' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 9 TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FLf A VENT PENETRATION SCALE: N.Ta°. ELEG. METEF VERIFY LO <iFCC Al IV I'CtCrtlYt STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION �ELEC. METER FIELD VERIFY LOCATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYSLEND FOAM "' 1-1 ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES CONSTRUCTION WOOD SHEATHING WRIB LAYER 01, STUCCO WRAP WRE1 LAYER 02, FORTIF15ER 5UILDING PAPER THICK, 3 COAT CEMENT la' TO V MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME :O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND D 15CONNECT O ELECTRICAL CONDUIT PENETRATION OUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOU5EWRAP BELOW CUT SUCH THA' NO MEMBRANE ENTERS BOX, APPLY TO FAC EDGE APPLY E-Z OVER 60 M GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING LAYER 1, 9TUCG0 WRAP WRB LAYER R, FORTIF15ER BUILDING PAPER METAL LATH WOOD T/S' TEXTURED CONSTfd1CTICN � FINISH s WOOD FASTEN TO WOOD STRUCTURAL MEMBER • l' O.C. MAX a' O_1U J`' TO %' MID -WALL WEEP SCREED • J 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN .. MASONRY BEFORE APPLYING V FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) WRB LAYER •I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER +1 STEP #1 APPLY 60 MIN - GRADE '0' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STE #3 s" STEF #2 II, WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER "2, FORTIFIBER BUILDING PAPER STEP *4 EL45TOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEF #(o OELECTRICAL RECEPTACLE A R C H I T E C T S Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 dr 6 h 0 04 O F O 2 w T 'S�� SILVERADO LOT 25 BLK I PROJRCT# 04128.000-25001 uoaRU 4EBB 1828- CALI" OARAGN 811111 G: RIGHT PAGZ: WALL ASSEMBLY DETAILS %150 MPH EXP. B ARChpTECT STATE QF= FLORIDA pnorr DATM 11/07, 8CA?M 1/4"=170° SIC11111W WA2 WOOD SHEATHING WIRE, LAYER -1 STUCCO WRAP WOOD WRB LAYER -2, FORTIFIBER CONSTRUCTION BUILDING PAPER % HAT CHANNEL J' THICK, 3 COAT CEMENT WA/e' TYPE 'X' DRYWALL PLASTER - W SAP. s TOP OF WEEP SCREED - TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WOOD SHEATHING WEEP SCREED - WRB LAYER'-, / STUCCO WRAP I' THICK 3 COAT CEMENT ' PLASTER W SELF-ADHEREING AM( 6-WFWC-l80 CUSTOM CAS�BEAD 1 'J`. FLASHING WRAPPED s TOP OF DEEP SCREED TO SHEATHING BELOW WRB LAYER'-, X' STUCCO WRAP •>rM'> `'' i WRB LAYER -2, FORTIFIE i m I BUILDING PAPER 6' SELF-ADHEREING ` FLASHING WRAPPED WRB LAYER'-, STUCCO WRAP �o a CORNER OF CANTILEVER POSITIVE DRAIN AMICO AM66-WFWC_,1w I WSCREED LL CUSTOM CAST BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR CASING 10A BEAD DTL.(91 CANT. SCALE: 112'=I'-0' NOTE: METAL LATH: LATH TO BE PER FBC R7103.ro.1 / ASTM C-84l-12, MIN. 2.5 LBS. PER SQ. YARD (UTILITI' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER '2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER VINYL CASING BEAD L NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR DRIP EDGE 11D INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD 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) @DRIP EDGE INSTALLATION EXT. WOOD FRAMEC WALL SUB -FLOOR DECKING PRE-ENG'D TRU55 WEATHER RESISTIVE BARRIER 'I -LEATHER RESISTIVE BARRIER -2 THICK, 3 COAT CEMENI PLASTER METAL LATH WOOD SHEATHING ES EXTERIOR GRADE DRY WALL J' THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD /-NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WIRE LAYER #I, STUCCO WRAP) WRB LAYER #2 (FORTIF-15ER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO F--_ T� WOOD SHEATHING �ZTIlIT�111I1] SELF-ADHESIVE FLASHING — 3' X 3' 26 GA. GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL STICK) SET IN FULL BED OF 6' PEEL E SEALANT, Y2' MIN. STICK • DRIP SPACE FROM DRIP �\ EDGE TO FACE TO TREX DECK Y4' GAP FOR BACKER ROD 4 SEALANT I n'XI �'4' P.T. OR SIMULEDAT WOOD (TREX) FILLER, CONTINUOUS VINYL CASING BEAD ,\ WATER PROOFING lot . /•1 WEATHER RESISTIVE LAYER (2 LAYER PEEL 4\�, r BARRIER "1 STICK) WRAPPED FROM �- �_i J WEATHER RESISTIVE BALCONY DECK TO 1 BARRIER '2 CANTILEVERa�'^' + 6PEEL 4 STICK • 1,� ! DECK MEMBRANE, DRIP EDGE TO DECK ,1 EXTEND OVER DRIP SUB FLOOR EDGE ®® 3' X 3' 26 GA. GALV. • \ METAL DRIP EDGE - ---- ----- —'--------- '-- — SET IN FULL BED OF I Y2'XI V P.T. OR SIMULATED `SEALANT, K' MIN. SPACE FROM DRIP WOOD (TREX) FILLER, CONTINUOUS %" FACE TO TREX Y4' GAP FOR BACKER VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING let FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER VINYL CASING BEAD �' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL I WOOD SHEATHING W?EXTURED 4 PAINTED WEATHER RESISTIVE FINISH BARRIER '1 - WEATHER RESISTIVE THICK, 3 COAT CEMENT BARRIER "2 PLASTER 4' POSITIVE DRAIN VINYL CORNER BEAD WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 0 01—HOUR EDGE INSTALLATION Y.i GAP FOR BACKER to ROD 4 SEALANT VINYL CASING BEAD WATER PROOFING \t LAYER (2 LAYER PEEL 4 STICK)'\ .r•.wr.ae a.w PEEL 4 WOOD SHEATHING XUMN SHEATHING °ATHIER RESISTIVE ARRIER '1 :ATHER RE515TIVE ARRIER -2 SAP. 'EEL 4 STICK I Jh'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT IV X 3' 26 GA. GALV. METAL DRIP EDGE SET IN HULL BED OF 5EALANTA' MIN. SPACE FROM DRIP FACE TO TREX 111'XI P2' P.T. OR SIMULATED WOOD (TREX) FILLER CONTMUOUS Y4' GAP FOR SEALANT OPT. BACKER ROD. MODIFIED W 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH I' THICK, 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER 2 EXTERIOR COLUMN COLUMN SHEATHING 6' SAP. I X2 x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I Y2' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )4' MIN SPACE FROM DRIP WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 9' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING VINTL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY 1—HOUR BALCONY DRIP 11C EDGE INSTALLATION @b COLUMN (W/"L" FLASHING 2x FRAMING MEMBER WRB LAYER M, STUCCO U1RAP ---- THICK, 3 COAT CEMENT PLASTER WRB LAYER'!, FORTIFIBER 2 1/2" — CORNER BEAD BUILDING PAPER\ - FASTENED TO SHEATHING j '6 -1' O.C. MAX. METAL LATH THICK, 3 COAT CEMENT\ PLASTER \ —WRB LAYER "I, r,'SELF-AD4IERINCs 5TUCCO WRAP FLASHING x WOOD SHEATHING 71 ' METAL LATH DRIP CAPS WRB LAYER "2, FORTIF15ER BUILDING PAPER I WINDOW FLANGE (14 A CORNER BEAD C FRAME 2 1/2 CORNER BEAD (FASTENER 8 SPACING m 71' O.C.) CMU I%' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C� BLOCK WRB'LAYER -I, STUCCQ, WRAP WOOD SHEATHING: it WRB LAYER 01, i STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER METAL LATH (EXPLODED THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER •2, FORTIFIBER BUILDING PAPER — METAL LATH —1 J' THICK, 3 COAT CEI' PLASTER (o'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE 15B CASING BEAD @ WINDOW (FRAME, NO BAND) A R C N I T E C T 8 GDes�n rou Inc. •w.i n. nunw.0 nuuHn o�vu. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.c AA A: 0003325 W h 0 a A IN rBLK ae ]LOS% RADO 25 1 PROZMT# 04128.000-25001 HODSia 4EBB 1828- CALI" GARAG& BVING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHRECT N1 Dp,pjmT -I w11/07/16 8CALE: 1 /4"=1' - 0" 8F1mmT A3 WOOD SHEATHING WRB LAYER •I, STUCCO WRAP WRB LAYER •2, FORTIF15ER BUILDING PAPER —� METAL LATH —� J' THICK, 3 COAT CEMENT PLASTER 6'SELF-ADHERINGT� FLASHING VINYAL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING i WRB LAYER 01, I STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDINGS PAPER j METAL LATH ,(EXPLODED �" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYE STUCCO WF , SAP TYP �' THICK, 3 GOAT CEMENT CAGING BEAD PLASTER TO TRIM —METAL IX TRIM MEMBER LATH o STUCCO TO SIDING TRANSITION WRB LAYER -2, FORTIFIBER BUILDING ING WOOD SHEATHING WRB LAYER •1, STUCCO WRAP WRB LAYER •I, STUCCO WRAP \-- CASING BEAD 6' SELF- ADHERE ING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) VINYAL ANGLED / ' WOODSRU 'CTIONBEY�— CASING BEAD r WOOD SHEATHING i WEATHER RESISTIVE WRB LAYER '2, FORTIFIBER ' ; BARRIER r BUILDING PAPER ' UEATHER RESISTIVE • • BARRIER •1 �/ \ METAL -LATH ! �'...: j. ! J X T Y.' LAP SIDING / \ 6' BELF-ADHERING i _ .• ; 1 6' REVEAL I FLASHING THICK, 3 COAT CEMENT .:i• • W SELF -ADHERING PLASTER ±; : ! FLASHING 6 , BARRIER(LEATHERRESISTIVE \ ; • i i STARTER STRIP / \\ \\ LLEATHER BARRIER RE91971vE %'SELF -ADHERING FLASHING : oo Nor cAULK OIe I \ \ *I W SIFLiU. s DHERING .' ni nxuiw GALVV METAL GALVD METAL \ 'Z' FLASHMCa DRIP CAP WINDOW FLANGE CASING BEAD C� WINDOW (15CF (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER °2, FORTIF15ER BUILDINGS PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASINGS BEAD WOOD SHEATHING 'Z'FLASHING - --_ —_ DO NOT CAULK OR Lgj6' SIMULATED 5E'L OPENING TRIM MEMBER STUCCO CASw. �� / I Y' X 6' SIMULATED UIaOD TRIM MEMBER \� SEAL GAP UYCAULKUVG / OR APPROVED SEALANT M � CASING SIDING TO STUCCO (E) BLOCK TO FRAME ��� TRANSITION J NOTE: METAL LATH: LATH TO BE PER FBC R-103.6.1 / ASTM C-8471-12, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) �; f IURB LAYER #I, BE ONDGNSTRUGTIGN STUCCO WRAP WEAT1IlOOD SHEATHING— 'ji. WEATHER RE9ISTIVE- ! BARRIER 1ke LLEATHER RESISTIVE - B,�ARRIEYR -2 WRB LAYER #2, FORTIFIBER 1.129ALj.APSIDINGBUILDING PAPEfR RE HERNG- METAL LATH STARTERSTRIP- -�— 2" THICK3 COAT CEMENT (EXPLODED 8 , VIEW FOR PLASTER f CLARITY) CASING BEAD C?> RAISED S17 A BAND ( FRAME) SCALE: 1 1/2' =1'-O' --------------------------------------------------------------------------------------------------- ' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH i WINDOW FRAME W SELF -ADHERING _ FLASHING / d/ II UEATHER RESISTIVE \ BARRIER 1 TO LAP \ AB TOP 'Z' OF FLASHING , Q 1EATHER RESISTIVE BARRIER'I Z '' LLEAT14ER RESISTIVE I _ \ / BARRIER 4 \ \ GALV'D METAL I I 'Z' FLASHING / DO NOT CAULK OR SEAL OPENW, GALVD METAL �'� WEATHER RESISTIVE Z' FLASHING BARRIER M TO LAP 1 4' X 6' SIMULATED ! W MIN. ABOVE TOP WOOD TRIM MEMBER {� OF 'Z' FLASHING E-Z BEAD VINYL CASING 1' II Y' X WSIMUL�'RD NWX'FLEX1BR LE PVC \ / I BACKER RODJ \ / ' SELF -ADHERING 6' SELF-ADHERNG I I FLASHING FLASHING \ - , ' V THICK, 3 COAT \1 ' ' SEAL GAP UUCAULKING CEMENT PLASTER OR APPROVED SEALANT UIEAT14ER RESISTIVE `'' ' WEATHER RESISTIVE BARRIER -1 BARRIER -1 REiAT14ER RESISTIVE E-Z BEAD VINYL CASING BARRIER -2 (w1W FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO WEATHER RESISTIVE ® FRAME TO FRAME BARRIER 4 19 TRANSITION SEALANT a - __ WRB LAYER "2, FORTIF15ER BUILDING PAPER - E-Z BEAD VINYL CASING (W/3/e' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER Fi' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY ----------------------------------------------------------- V4" CsAP TYP I' THICK, 3 COAT CEMENT ;ASING BEAD PLASTER TO WINDOW METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WINDOW FRAME WOOD SHEATHING I i I I I I I WRB LAYER 01, STUCCO WRAP I I Co' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (WIV FLEXIBLE PVC BACKER ROD) MEMBER *APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ------------------------------------------------------------------------------------------------- EZ BEAD WINDOW CASING 1�A LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO F_-' T1 WOOD SHEATHING ==. -T= SELF-ADHESIVE FLASHING ARCH I T E C T S 5 Gr esi In 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774 6078 FAK 407-7744078 www.abdesigngrouP.com AA #: 0003325 w Z U w 0 w 4 ti O E: z L xv ae LaTil VERADO OT 25 LK 1 SCT. 04128.000-25001 MODIM 4EBB "1828—CALI" GARAGE 9lrMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B r ARCHffECT STATE OF FLORIDA R11/07: 1/4"=l'-0" A 4 mmm �A R C H I T E C T $"% CUT HOUSEWRAP AT 4S' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW - OPENING I APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 IINSTALL b SELF-ADH. FLASHING NAILING FL JAMBS EXTEND FL P BELOW £ FLEXIBLE IDO NOT Si FIN TEMPORARILY FOLD -UP I SEC HOUSEWRAP(0' TUCK FLAP LIND at HEAD FOLD HOUSEWI IN AT JAMBS 4 SLOPE SILL R NSTALL 6' 5ELF-ADHE -LASHING C VINYL HEAT 1ASHING ( TAMS) NAIL 'LANGE EXTEND SELF-ADHE -LASHING I' BEYOND J, 'LASHING NSTALL VIP CAP ALIGN FLASHING W1 INT. EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGES -(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS T♦• FLASHING AT THE FOLD DOWN DIAGC ACRO WINDC APPLY V NOM. :ONTIN000S BEAD )F SEALANT AT IAMBS AND HEAD o APPLY TO BACK OF )INDCW NAILING :LANGE IN LINE W/ 'RE -PUNCHED IDLES OR SLOTS. JIDE ADHESIVE — =XIBLE FLASHING ,VER DRIP CAP 'ECTO-WRAP EOUIV) WINDOW FLASHING INSTALLATION DETAILS 1 O ( FULL WRAP) SCALE: NTS STEP 4- STEP J INSTALL PLUMB,L AND SOL MANUFAC WRITTEN INSTRUCT APPLY MEMBRANE FLASHING OVER JOINT NOTE I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS (WARNING: SEALANTS MAY REACT ADVERSELY IF NOT LCOMPATIBLE, J NOTE: � CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION O= EXTERIOR RETROFIT WORK NO: - REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT PH: 407-774807a FAX:407-774.4071 www.abdesigngroup.can AA /: 0003325 In 0 a y C F A SLJHDIV. at TAT SILVERADO LOT 25 BLK 1 PROJECT 04128.00t-25001 MOD=& 4EBB "1828— CALI" GARAGE 8MMO: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B ARCHITECT- STATE OF FLOPoDA n rJ TM 11/07/16 Ei*UCW WA5