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HomeMy WebLinkAbout36161 Stable Wilk Ave(- • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 1 PLAN REVIEW Qi311Wd11911 99 1828-CAL19' 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS • FLORIDA BUILDING CODE, RESIDENTIAL, ARV. ABOVE LAY. LAVATORY 5TH EDITION (2014) A/C MR CONDITIONING LUM. LUMINOUS • ALL LOCAL AND STATE CODES AN . ALT. ADJUSTABLE ALTERNATE M.C. In MEDICINE CABINET MANUFACTURER AMP. AMPERAGE MIN. MIND" •OCCUPANCY — RESIDENTIAL, GROUP R3 BD. BOARD MTD. MOUNTED :CONSTRUCTION TYPE — VB cL CAB. CENTER LINE CABINET MTL. N.T.S. METAL NOT TO SCALE • MIN. INTERIOR FINISH — CLASS B CE CEILING O.c. ON CENTER •BASIC WIND SPEED — Vult=150 MPH CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON VdSd=116 MPH CPT. CARPET PH. PHONE • EXPOSURE - B C.T. CERAMIC THE PIT. PLATE •1—STORY RESIDENCE — D. DRYER PLYWD. PLYWOOD •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL DBL. D.C. DOABLE DUAL GLAZED PR P.T. PAIR PRESSURE TREATED AND STATE CODES DIA. DIAMETER R. RISER DIY. DIVERSION BAD. RADIUS DISP. DISPOSAL RA.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RIC ROOM DS. DOWNSPOUT R.0. ROUGH OPENING DTL DETAIL. S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. ELEYA. EACH ELEVATION SIT. SHTHG. SHEET SHEATHING SQ.FT. CALC.'S EQ. EXH. EQUAL EXHAUST SHWR. SON. SHOWER SIMILAR EXT. EXTERIOR SL SLIDING LIVNG 1&26 SQ. FT. F.G./FX . FDMD GLASS A. GL SUDING GLASS GARAGE 430 SQ. FT. F.G. FUEL GAS STD. STANDARD ENTRY 16 60. FT. FIN. FINISH Sits SHEAR WALL LANAI 88 SQ. FT, FIAOR FLOOR FLUORESCENT SC SECTIONFIR SOLID CORE TOTAL 2362 SQ. FT, YR. DR. FRENCH DOOR TEMP TEMPERED GLASS FTG. FOOTING GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE if/ WITH HDR. HEADER WD. WOOD HOT. OR HT HEIGHT NOW. WINDOW INSUL INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION 0,11EVIEW DATE CITY OF ZEPHYRHILLS PLAN EXAMINER L A *!i�e �PR-cVAILf, ALL C,,. FLORIDL TIONq 8U{" cry oil +�x N :' INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl—COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG IA —DOWEL PLAN PG 1B—LINTEL SCHEDULE PG 2 —FLOOR PLAN PG 3D—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 D1—FOUNDATION DETAILS/SECTIONS PG D2—MISC. DETAILS PG D3-1—STORY SECTIONS PG D4-2—STORY WALL SECTIONS PG D4.1-2—STORY WALL SECTIONS 1—HR WALL PG D5—MISC. DETAILS PG D6—PRODUCT APPROVAL LISTING PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS A R C H I T E C T S 6 Design Grou,J i . 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdmigngmup.com AA/h.0003325 SILVERADO LOT #23 BLaK�#1 PMJM 128.000-23001 M©aMI.9 4EBB "1828—CALI" GARAGE 8'W MG: LEFT PAGE: COVER PAGE 150 MPH EXP. B ARCHITECT- STATE OF FLORIDA P I � 11/3/16 8CALE: 1 /4"= V— O" 8HEET C1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 IL ATTICS WI STORAGE 20 Ill. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 -' VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 10 (PSF) C. ROOF LIVE LOADS R301.6 I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) It. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH II. EXPOSURE CATEGORY 8 III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS x0.18 V. RISK CATEGORY If 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, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 1Z SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE W. 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: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb =1,500 PSI Fv =175 PSI E=1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8' CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 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 7/16' 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 402 / ACI 530 / ASCE 5. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS ILBY WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. SHALL BE SIGNED AND SEALED 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. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER r9. 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 20MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED WI A SELF -CLOSING DEVICE PER R307.5.1. 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1' MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -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 %dNCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 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 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY ACCORDANCE WITH ANSI A58.1-1982. VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN %INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF FOR MORTAR JOINT THICKNESS TOLERANCES. THE ANSVTPI 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 2500 PSI PEA cues e[ u�ir[n m i nan peen of i ie i v[ AM n[n [rnn,de cues Jc i -1- rn i MA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-08. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6' - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING 3'-0'.R506.2.5(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F19W FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS,1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06. 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 A R C N I T E C T E Design Grou .. . Al N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774AO78 www.abdesigngroup.eom AA #: 0003325 w 0 c F 0 $VHDIV. de LOT SILVERADO LOT #23 BLK #1 PRojm 0412&00 -23001 MODEL: 4EBB 1828- CALI" GARAGE $wnNG: LEFT PAGE: GENERAL NOTES 50 MPH EXP. B ARC Hnr--CT• STATE OF FLC>R�A N P � D11/3/16 $CALF: 1/4"=1'-O" $HEFT �T �1V 2 2' VTR KITCHEN SINK W/ 2' VTR �i 2• I .i-I 1/2 AUTO VENT 2� �j 12y ,,--1 1/2' H \ 1 1/2' MI �1 LAV -I 1/22' 3' I LAV 1 TUB 3 I 2. 1 1 3' 3' WC 2' SHWR 12' 3• 3• 2' WASHER 2' CO PLUMBING RISER DIAGRAM TO TYP. _ 1■ ■ F_ — — — E DI TYP. _ `■jI I ■ I DI I Q 39'-5" 0'-0' ELEV, FIN. CONC. SLAB 4' GONG, REINF. W/ 6'x6' W1.4XWI.4 WU1M ON 6-MIL POLY- ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE I DI 'I I I 5 0 ifi EXT ? DI = I 5LA HB ■ 4' CONC. -H SLAB / 31/2, — `-—1�------- 4' PVC MS — 1 I r — — — I � 8 ■ C' 4I ONC. � SLAB I N� LE 10 EXTEND DI SLAB 112' I I I I Irma I Dw OPT. I I SINK II I REF Q II II rr1' PVC CHASE I�FOR ELEC. TO I RAI, GESLAND Lo `� J I II • - II I CHASE I r(ri�yll1 �— COND. ■ REQ PER BLDG.BOLLARD4CODE / DI LAV.. EXTEND END OF PVC. HASE UP 12' ABOVE Im I _ 3T6 4"D COND. CONC. PAD — I I O SXTEND LAB 1 1,2. m1 3 12' ri I � I 4' I LAB ■ ■■ I 0'-O' ELEy. �------ FIN. CONC. SLAB DI I LDI �5 12' - L DI — — — — 4 II DI 5 18- _B DI 2 4'-4" 21'-4' FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014). 24'X24'X12' CONC, I PAD 5 W/3-BARS E.U.J. ON CHAIRS MIN. 3' COVER A N C X I T E C T 3 6 Desiggn PH: 407.774-8078 FAX: 407-774-4078 w .abdeaigngroupxom AA #: 0003325 F w ti w ca, G R O FF 9VHD2\i. Ae LOT SILVERADO LOT #23 BLK #1 PROJECT 04128.001-23001 MODELS 4EBB 1828— CALI" GARAGE EtWMG: LEFT PAOE FOUNDATION PLAN 150 MPH EXP. B 00 ARCHITECT STATE OF FLORIDA SECURE STRAP 1 O 'L UNIT W/ (2)'8x11/44 Y A/C SHT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL ABOUCHACRA SECU� STRAP TO AR NO 93723 CONC. CONC. W/ (2)-3/16'X2' PRLNT SLAB TAP -CONS DATE: 11/3/16 A/C CONNECTION aC"MM 1/4"=1'-0" TO PAD DETAIL NOTE: MAIN GOND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM 5TRUCTURE JJJLLL AN DOWEL PLAN A R C NI T E C T E 1 6 Design .aign Group... 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigrigroup.com AA S: 0003325 A F W 0 a 0 a aTJHDIV 17 LOT: SILVERADO LOT #23 BLKT #1 04128 001-23001 M0DEL: 4EBB "1828—CALI" GARAGE SVMG: LEFT PAGE: DOWEL PLAN 150 MPH EXP. B ARCHITECT- STATE OF R-ORDA P � D11/3/16 OCALE: 1 /4"=1'- 0" >siqlaw kN IA SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS SAFE GRAVITY LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS *---IIaaw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE eU8 uA- p• w- x- >.- a- !]- LENGTH are-e -e sw-e r2,-e 2a- -e 2'- I0'(34') PRECAST 2231 30►e Saba 4so9 +b� b0 w Ts4T Tesl tFlT4 ems l0!!4 to994 Nao9 N1o9 3'-6' (42') PRECAST 2231 Dln sw9 bip bent lD4l ease 8e14 Ipl9. tRa 1 '-0' (48') FREC48T 1566 ]eel LSD ]l51 MC3 2aQo bin IM0 1941 5'e►I 8914 lan4 wD94 eYT IYlo9 4'-6' (54') f4MCAST Meg ne9 ] 21W 43T5 29N blp D»D Ta4T A-Ib ebv 6/00 l0]94 6224 Iwo! 5'-4' (64')PRECAST On p,9 M96 e99 ]6io DQ9 abx 42A wu 3aAm albs lb4l sTa3 51-10'll0')PRECAST 1062 IIQs m9 w91 20l0 25H 9e0! l4To M51 ]627 T Tlal 6'-Wele')PREC45T gag Q9e Q3a 2m 2m 94to 3,BD 9mll 93N 3T0'1 83sm 49e9 sobl l'-6' (90')PfRECAST 143 I of fQe rQ9 % 26bi 220! !e'da %99 56& 31lI 84b1 lba5 W-4' 0129 PRECAST 554 b99 l9t Nbo Q45 w% W9 2ab, 2ae4 9,86 940a 2ae 3ab] 10'-bY1269FRECAST 415 69D 890 Q4l 20e9 nT1 2wD 2996 A. tea] B39 ]oe9 2lel 9b ,»/ II'-4' (IMM-RECAST 362 ae2 9tl 2429 21 m] ess psa less 2429 m ;mbss 12'-O'(H4')FRECA5T 331 a40 ev Q6, wM 21e! 280D 3852 s,o et3 Q54 wM 219! ]e0s gab] 13'-4'060.T-FMCAST 256 , I Ill Tag T55 1015 H% it98 ISIM 2s16 TaA9 2ee3 14'-O'(I68')Pf £C48T 219 4]I lab 10p] p 1691 20 2690 M2 T06 10oT 132a w9l 20 ]690 14'-e'!nb') name NR. rae M lea Iw T89 nle IeM 2249 %n nQ 15'-4'(184') 1=IE81F[ NR 14e Iw NR Ne we Nm la¢ 49 m%D Il'-4' f208')r'IQaTImlebe Nm He Ne tam Do0 9!b 990 Wb wo9 W9 2 041 19'-4-(232')1•leene NR 226 4w »O 10lT Qe2 DD nw 21'.4• (256')M M0 940 998 a,s NH L99 ttb 22'-0Y264')Pla- NR Nt NN Ha ]ea lee let IeD 9A 0•io Id1 Qea li9e 24'-0T288')Fl�aneaee Np- Ne rpe n94W a64 w2 SAFE UPLIFT LOADS FOR 8" PRECAST 8 PRESTRESSED U-LINTELS C SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH cFa•n aPn-R eFw-R -n _% ww] m Me-1r SQ-rt MK-2r-2T 8F342T VW4T 3'-6' (429 PRECAST 3]34'-0' (48') PRECASTolo4'-6' J-4-2T (54') PRECAST132l®135'-4- (64')PRECAST 221b, 99A5'-10'(l0•) FTECAST -2 n! 9% Abl ]awo 28e! ll01 9620 4n3 V-6• 01F) PRECAST 093 3241 lQ 095 N0'1 w68 2- 1 11. l'-6' (90') PREGABT K24 20] ] ] D2 "nl v, Q24 w24 2. ]426 2Wl 92] V-4• (112') PRECAST H laA 2A sel eb2 nw I649 lab9 22ea »n W-We1269 PRECAST s3o 5 9w Iwe 446 tql L41] fw3 2¢99 2846 ll'-4' (1369F'Ix'EC48T 4l4 103 0l W M T2 w43 ­_MA 12'-O'(I44-)PRECAST 4To 124 9!e IA3 _.M pb 4T0 Ba0 um2 ww m 13'-4' fI6O'fi'REGA81 ,] .2 ,ao IAe M a we w 14'-O'(166'1PIgCABT 384 !se 124 n] 4M In lob! AB] 14'•6' (Il6') I•I�brR 239 34b !84 9!B D20 663 bl MB 9V A Ipl n94 19'-4' ln>a') F1aeTNe "4 i30 bw bT x Q I nt 9M 906 T,o Q11 H» 19'-4'(232')FRE9T1le69E w2 l» 9b Ml a4l 64 11 21'-4' (256'1­ w u2 b 2O4 429 9oT 29 "' 841 QIT W 292 3l3 5!l 1]I (264')FlaeTeE r24':. Y288')PFE9TNe n4 n4 n9 202 %l 1 M 4 3{2 406»l 4w 492 ebT e e SAFE GRAVITY LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U-LINTELS SAFE LOAD - POUNDS PER LINEAR FOOT TYPE LENGTH �' aNeY-e almN- -e elmwe em- elm» 4'-4' (52-) PRECAST w% n49 99ae 92a0 4949 s421 6499 l5bl IMI 9b99 9206 be99 Sabo 91» 1o88i 4'-6• (54•) PRECAST 5'-8'(68')PRECA81 nw5'-IO'(1O')PRECAST Iln42426'-8'(80')PRECA9TT'-6'(90•)PRECA8T r4l'l 9a99'-8'(nb')PRECASTNe Aee %! DQ9 4oel lkeb It,YY2 UO 2%9 3Q9 4A0 5991, SAFE UPLIFT LOADS FOR 8" PRECAST W/ 2" RECESS DOOR U4-INTELS 4C*AV-*1M SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH TYPE 4'-4' 152'1 PRECAST -n 90! Qewt.-n 14N1 L%2 YNb llal 4MB awm y� wbs 23a2 Saab 3lel 4446 BIaO PRECAST Nl N04 2N ]9D9 96o'i 42» 49U eel wd Y14 299e 3MI ,23 ,•if! 5'-b' !68') PRECAST » nee rlel 292b 28B4 33e] 99u bA Q69 n9l ll26 ]861 9l82 39N 5'-WOO') PRECAST -"" Qo1 nob 2]s9 2T3 mFZ21Y2 bs9 Q!! n46 nee 2Tu D2eb 2199 b'-8' (80')PRECAST !l0 ws9 A3o Rao 2 %19 !92 9l0 Coo Ago IYo ]4% 29» !!% l'-6' (90')FiQEGABT gob l4] nH 2 286 roe e9e nbs MD ]we 28b1 rie 9'-e' (II61) PRECAST 39s tl2t ] 3•-0 560 101] t986 rid tow 2511 01 L-1 LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LOW. AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED 4^3IT-4*94"Iff"t LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 Il'-4' 8F28-1BAT L 2 4'-6' 8F16-08/7 L 3 I,-W 8F10-15AT L 4 II'-4' 8FIe,-IB/IT L 5 V-4' 8FIb-IBAT L r, l'-1. BF24-I6/IT L l 4'-1' 8F8-15AT ASV. DOOR ASSEMBLY, BOTTOM OF LINTELV-01 L 10 5'-8' BF12-06/17 LINTEL SET 8' BACK FROM FRONT OF HOUSE ARC NITECTS 6 Design Gro S0. �. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7748078 FAX 407-774-4078 www.a bdesigngroup.corn AA #: 0003325 J F h V W 0 0. a h 0 F A ti sLTHDIV. ae LOT: SILVERADO LOT #23 BLK�p#1 04128 00 -23001 �QnE� 4EBB "1828-CALI" GA %AQZ OTIMIM: LEFT PAGE: LINTEL SCHEDULE 150 MPH EXP. B (CAST-CRETE) ARCHITECT- STATE OF FLORDA MATERIALS GENERAL NOTES SAFE LOAD TABLE NOTES s ReBAR Ar roP ` AR N0 93723 J I- P. S' l INne1 • 4000 ! I. Provide (WI nailer bed erld iced J.... '+ Seta load ratN� bawd on rational daalgn arolyala per 'n•F400pe1 I. All valemr baaad u nMimn 4 Irdl 1. R« TYPE DESIGNATION nNa fv REO'D Pratt. Pe AG 318 and ACT 590 conpoalte Nntal htlgK. 2. Pc prrUaesed 11-1 6000 P.l 2. ^Jvare rllled INneia as raqubed. NQ. The axterl« a fat& N li-la i-lbx2 h aM l« corleate r1olnNlel baarfrg. waaam bed Ron next lava hak," ahamt 3. Gan pa ASTH C4M ng . 3000 3. Nmtalletl« or 1-1 enmt c-rq, mlUt uw arWeeeival melb eiall haw a eeat N attx:to Ilatl N eccardanu Excaptloro Sets kwd f« Inflllad INlela Hoer 8. For INtNa kngur rot .haw, lea ufe bad F •FILLED WiH elmaur ( U • UKILLED I m/ uxNman ale wch and(« a48ClVal doanalta. sdFy aPP BEE BARE LATERAL LOAD PRWT Pa rWlh ABTI-I a-296 « oUw approved eoatlrlg. TABLES FOR LOAD RATMG ba ratluced by 20R Ir baarwj IsigLLi I. Han ran IagaN kngUl Moon OJANTITY 6 91�B.GR AT z DAq. 11 �3 �16 Was- 4 8 to II Inch slop ,. U-L-6 are maru(actvod with 5 la- big notdra el 11. LlMels loaded alnwnarwaua mNh wKlcal ( avl law then 6 IR Nldm. 9. All wre bade m vllte of F Ja pa I- U eggr u! g t'J or FOR EACH ADDITIONAL OOfiOrt OF LN2rEL CAVITY i 4.. I'w q Unit& (CtU) pa the entla w etsemedate vauul ull ralM«eme w graining. epllftl and hor1-1 (I.-D ba o,-ld be cheekad gEIPgOIEC-ED q'lll RILL 1. NR •Not Rated feel ASTrI C90 m/nininun net area 5. Refaalee t CAST-ORETE Load Daflaeelon Gaph brodtue r« the combined loading with the folloml•'o e[Iwlion, b® C 3. Safe load are auparlgp e i alla W bade. 0. All eafe leech ba-i on amply a,pportad n BCiALM: 1/4"=l -O" 4. eoapraaalw aVapth . 1900 psi f« lintel dNlsetbn MHerewtlen Seta b.d. based grad.,®« grad. 9. Aeb er pa AS1FI IF groela 60 6. Bottom Held added rekbr b be bcatad et Ur botton field caber. II. ante w tiv Uw peranu- t raROQr 6. Prmtrs1 -la 48TM A4e of 2- is uvl (yur. -1 v -1 l bads U and Y�lianwl Imd /2' CLR TYP 9. One al caber me be wbatlWtod fw emo Intliutee the eat radueUan fw de 40 I^9 a pa t9� S Im 9 Pa ge : � : T g de 7l0 bm rewxelbn 1. l/32' dienets mire Himpa ere melded b the Safa vatlul bed Beta halzaNal load 9 rabaro w e' Ihtala oNy nab added mbar. dIANTIT" T 9 9 . , LNNTEL CAv� 1. M«ter pa ABTH =0 type n « B button atrl r« dacha l enrJnrege. Q, gddltlonel Nteral bed ea It be 1219 I�LAR 6. Ti. d-tw- nay evew. cone t-i Exa.pb l'-6' IMtN typo 8F32-Ef eafe I L TEB4R AT rOP e S. CDH-N- I.0 coneale me b. Idad In Ire IIMeI pee y un L P 9 Pot' c°^ abtelnad 63 trw d«igna by prevblrg adeitionel reinforced GR10 « CfKO bade Rom Ur sah load tebWa by gravny load . b,l2ra, m/ B'a. NCMNf4L 1lKaFrt BOTTGM RFI!£OIB-MG In Ile of a2ncrats masonry unlu. eonuane Nwsamy above the I-,. Sae data 11 at rights ululating n ma 1- raal-S nlonl.n reduetlon�6412 (P5) . S501 plc NOMNJAL WDTH G l-9rD'xN4L 1, PRCeDARIEBJ INfEL end alter at d-au Ran fat& of A R C R IT E C T 8 COIPOIHB AID CLA M WWD LOADS EM WIND EW=%FOR 3 SECOID GUM Opem Sam ZOE IN WH VW (0 MUM" NO T1'RE FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA S.G.D. MIN, 41 5 22/-28 CRITERIA 16010 011. 112 1 5 2432/-21.41 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. CONIAOL DATE 3'-4' _ I6'_m• 9'_4• _ (2) 3052-SH I -O" Im'__m" _ EGRESS (2) 3052-SH ---------- LIVING ROOM LANAI CLG. 8'-8' CLG. 14'-2" I S OWNER'S =_ I SUITE I - 8'-8' CLG. 6068 SIGD. 2xa - DINING ROOM - a -0° 4'-8 > ,ti• o� i OJ I — IR-15H O BATH V. A W.L C • 8'-8' CLG b38-'LG. KITCHEN @ n �� 36'x60 iv ? V. DW e • - SINK IR-ISH �p b24 _ _ S Iw 0 I OPT. I * I REF I 9 - 1 IR-ISH I lap I LAUN. 3_6 2 4.5 I CLG. b36 RANGE _ •' ro IS'' r- , ti _ -- PAN. b36 8'-8' CLG BDRM. #4/ I L�a ''e v.ARc O O DEN =__- 3-9H ml - I a» 1Ic. d @ v11 C. B rc 6 co .- = r l I1_ 2 -4 _ 4'-0. 3,_4" 5'-4" 0•C (D) illy -. Mw I __ �R 1 V ro Ai'F�y� ?I I m 1` BDRM.#3 MT O " m COND • IL 12lx54' 1 0 I ATTIC 1 1' L—ACCESS j ;6�11 ,o _-- zo ifT1 LAV. 5'.-4"- 1 3'-8 -8" 0 v BOLLARD _ - -- - ��-.=11 _6 --- ro AS REQ_ PER BLDG. y �i11 fir' ti• - BATH #2 m CODE �Q11 ?� GARAGE 8-8 CLG. --v m FOYER BDRM.#2 3068 W/ 36'XIO' TRANS. "' — BOTTOM OF: n ENTRY I LINTELI''-&' AFF. $ S ECG. - - I - @ &I ? I6'-0'X1'-0'0.HD. I (2) 3052-SH EGRESS j k- -------------------- -- I — - _ 2 8 2 _2 2 2 ._ .. __. 21'-4" q I4'-0' FLOOR PLAN -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE (R302.5.1) FBCR 5TH ED. (2014). LIVING 1829 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 88 SQ, FT. TOTAL 2362 So. FT. EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-8' BRG. DBL. I TOP PLATE @ A BAR DETAIL m e I ro @ m ro HARM ro 1?:'F Desn PH: 407-7748076 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w ti w a w 0 4 y A F a 4 % I M 1. oxn3DIV. !e wil SILVERADO LOT #23 BLK #1 PMJEC 04128.00 -23001 HODELe 4EBB "1828-CALI" GAP.AGE 19'Wn4G: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B ARC F TECT: STATE OF FLONDA P � D11/3/16 OCALE: 1/4"=V-0" 8113M T 2 FYPON LV12X24 OR EQUIVALENT A' —A' RI?e: IY.T 1 SHINGLE ROOF FYPON BKTIIXIT OR EQUIVALENT 1A'—A' RW uIT A' —A' Rr . L1,-T 1 OFF RIDGE VENT iTD. CALCS - OFF -RIDGE VENTS ONL-1 AREA OF ATTIC 2364 SCL FT. NEF FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 2364/300 = 7.88 VENTILATION AREA X SQ. INCHES PER Fr.(144) = 1134.72 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1134.72 IN UPPER PORTION OF ATTIC — 567.36 SQ. IN. OFF RIDGE VENTILATION AREA 115 SO, IN, PER VENT 567.36 /115 TOTAL#OFVENTS REQUIRED = 1.93357 TOTAL#OF VENTSPROVIDED = 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 1 8'-8' B3s_ HGT_ • SHUTTER OR RAISED � FIIIIg■■■■gIIIIFE m ■ u ■ ■ I' ,T ,T IIII IIII III' rLI] ,T , I_ _� _� !_�'——II ,1 ■■ ■■ �� �� �� �.�� FRONT ELEVATION REAR ELEVATION TEXTURED FINISH TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 6 $'-_5' BRG. HGT. r 0'-0' FIN. FLR — —. — _ —. -- — _---- .�0,-0' FIN. FLR. LEFT ELEVATION TEXTURED FINISH 12 OFF RIDGE VENT OFF RIDGE VENT 6 8'-8' BR.a. HGT-- - — — — — — — — — 0_ IF] F-1 0'-0' FIN.. FLR. RIGHT ELEVATION TEXTURED FIN15H FLR v 4/ nLOUVER DETAIL t1 SCALE: 1/2' - 1'-0' A R C N I T E C T S 6 amJ�Grou Ina 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774F078 FAX 407-7744078 www.abdesigngroup.corn AA k: 0003325 W h w 0 w O h G F O BVSDIV. a 1A7cl SILVERADO LOT #23 BLK #1 0�412 007-23001 MODAL: 4EBB 1828- CALI" GARAGIC B'WMC;: LEFT PAGE: FRONT, REAR LEFT & RIGHT ELEV. "D" 150 MPH EXP B ARCHRECT.- STATE OF FLORIDA P TM -114 D11/3/16 BC,%M: 1 /4"=1'— 0" 8*1m= 3D A R C H I T E C T S / A TYP.A EIH LIF-1 �I I I I I wimu@mmHIMOI��a � w^ IF] �7YP. I LEFT ELEVATION I WA ❑ 'TYP. i RIGHT ELEVATION REAR ELEVATION Wnacidn FAX: 407,774-4078 www.abde lgngmup.com AA #: 0003325 F w h w U W 0 4 4 oulmIV. ae LOT. SILVERADO LOT #23 BLK #1 PROJEC 04128.00 -23001 moaEia 4EBB "1828—CALI" CiAP.&GE SVIM is LEFT P'"iE:WALL ASSEMBLY ELEVATIONS D" 150 MPH EXP B ARCiITECT- STA FLORDA IFRL//ABOUCHACRAI AR NO 93723 DP 11/3/16 SCALE: 1 /4"=1' — 0" oil== 3D. 2 .. _ DENOTE RAT RN • V O/C MAX. — •= DENOTE 2n STRWAUM+1VOC MAX FRAMING PLAN GGA 01/14/14 A R C H I T E C T S Design Grou .n�. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 E w w 0 F Q. V y Q F C C. ti SVBDIV. ae 1.0 SILVERADO LOT #23 BLK #1 PROJECT 04128.00-23001 HODEic 4EBB 1828- CALI" GARAGE 01WMG: LEFT PAGE: FRAMING PLAN ELEVATION "D" 50 MPH EXP. B CC ARCHTECT STATE OF FLORA p � 2M3 OP 11/3/16 SCALE: 1 /4"=1'— 0" SHEET 4D CONNECTOR SCHEDULE ICONTROL DATE: 01-01-15 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META -lb 1450 HTA 16-18 1400 (1) 10d x 11/2' 1-PLY, (6) Ibd 2-PLY, (USP: (10) 10d X 1 1/2, - NO lbd OPTION) (2)META-16 1985 (2) HTA 16-I8 2800 d (10) 10x 1 12' I -PLY, (USP: (10) 10d x 1 1/2') 15W (14) 16d 2-PLY (USP: NO Ibd OPTION) HETA-16 1810 HTA 16 1615 (9) 10d x 1 12' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 12', NO Ibd OPTION WETA-20 laic HTA 20 *15 (9) 10d x 1 1/2' I -PLY, (8) 16d 2-PLY USP: (10) 10d x 1 12', NO Ibd OPTION } Z (2) HETA-20 2035 (2) HTA-20 3110 (10) 10d x 11/2' I -PLY USP: (10) 10d x 1 12' 2500 (12) 16d 2-PLY (USP: NO Ibd OPTION) O LGT-2 2150 LUGT-2 MIS (1) - 1/4' x 2 1/4' TITEN, 2 PLY (USP: MILK (5) 114' W5, WOOD (l6) 10d in DETAIL-20 24E0 NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 10d x I IPl, 1 PLY MGT 3065 M GT 40M (U 5/8' A.T.R. IN HIGH 5TRENGTFI EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 101d TO WOOD) HGT-2 10980 14UGT-2 9365 (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) 10d) HGT-3 . 10530 HUGT-3 9365 (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (W ) 10d TO WOOD (USP: WOOD (8) 101d) LGT3-SD625 3286 LUGT-3 5330 (12) SOS I/4'x2 I/2' TO GIRDER, (4) 3/8' x W TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W925 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) 10d x 1-1/2' (USP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR 51MPSON (2) VGT) (2) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-905 1/4'XV 12 PLY MTS-12 1000 MTW 12 15% (14) 10d x 1 1/2' (USP: (14) 10d x 1 1/2', (4) 10d) HT5-16 1150 HTW 16 1660 (16) led x 1 1/2' (USP: (16) 10d x 1 1/2', (I6) 10d) HTS-20 1450 HTW 20 2045 (24) 10d x 1 12' (USP: (24) 10,1 x 1 12', (20) 10d) HTS-24 1450 HTW 24 2045 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2', (20) 10d) LSTA-12 + 925 LSTA 12 910 00)10.1 USP: (10) l0d LSTA-16 •. 1235 LSTA 18 1360 (14) 10d USP: (14) 10d MSTA-15 •• 1315 MSTA-18 1315 (14)10d USP: (14) 10d N M5TA-24 . 1640 MSTA-24 1150 (I8) 10d USP: (10) 10d d MSTA-30 ++ 2050 MSTA-30 2140 (22) 10d USP: (22) 10d < MSTA-36 . 2050 MSTA-36 2525 (2b)10d U9P: (26)10d MSTI-36 3800 KSTI 236 3090 (36) 10d x 1 12' USP: (3(b) 10d x 1 1/2' N MSTI-48 5065 KTSI 248 4250 (48) 106 x 1 1/2' USP: (48) 10d x 1 12' H6 950 LFTA 6 1595 (8) ad TO PLATES, (8) ad TO STUDS CUSP: (16) ad x 1 12', (16) Sd) SP4 885 5PT 4 945 (6) 10d x 1 12' TO STUDS USP: (b) 104d x 1 1/2' TO STUDS A34 3% MP 34 410 (4) 8d x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. USP: (4) 8d x 1 12' TO BEAM, (4) 8d x 1 12' TO POST. HCP2 645 HHCP 2 1010 (12) 10d x 1 12' USP: (10) 10d x 1 12' TO TRUSS, (10) Od X 1 12' TO PLATE 1410A 1340 RT 16A 2180 (18) 10d x 1 12' USP: (9) 10d x 1 12' TO TRUSS, (0) 10d X 1 12' TO PLATE VGT < HDU4 4%5 PND 4A 4535 (16)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4'x2 12' W/ THREADED ROD, (2) NUTSNIASHER2 PLY USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT t HD15 4540 TDX 10 5110 d&)-SIDS 1/4':3' TO WOOD, (W-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSNIASHER2PLY USP: VV ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC., (12) 16d TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13815 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (12)lbd TO WOOD USP: SAME AS SIMPSON N LTTI9 ++ 1340 LTS 19 1205 (I) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (bAOd TO WOOD USP: SAME AS SIMPSON O LTT20B «+ 1500 LT9 2cB 1105 () I2' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (10N0d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-12' O Htt4 4455 HTT4 4465 (U 5/8'ATR INHIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC„ (18) OD-10 X I 1/2' (USP: (20) 16d X 2-1/2')Z USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1- 1/2', (20) Ibd x 2 12' Q HTT5 BOW HTT5 5430 (Il 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (26) Ibd X 2 12' (USP: (20) Ibd X 2-I2') USP WAS MORE NAIL OPTIONS: (28) 10d, (28) 1Od x 1-12', (20) Ibd x 2 12' HHDQII-SDS 25+ 11010 UPHD 11 12090 (U 1' A.TR IN NIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC, (24) SDS i:' z 7JS' WOOD SCREWS (USP: (24l WW1 WOOD SCREWS) HD15 6645 TOX 10 5110 (I) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) (n MBHA 356/1125 3415 5330 NFM35X12U 3165 1130 SIMPSON, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM.U. TOP, (1) 3/4, A.T.R. IN HIGH STRENGTH EPDXY, IMIN. ( .15' EMBEDMENT) IN CMU. FACE, (18)10d TO BEAM USP: (1) 12' J-BOLT W/ MINIMUM 6: EMBED. ) NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. (14) 10d AT JOIST w O' HUSC412 (WOOD) 3635 2660 (FLR) HUS4121F 3060 2530 (FLR) (10) 1641 TO HEADER, (10) 16d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3225 (ROOF) QHUC410 (CMU) 1810 5095 HD410 IF ISM 3115 OW 114' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD. = HUC210-2 (CMU) 1810 5085 FID210-21F 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLNG AE) TO CMU, (10) 10d TO WOOD: (USP: CIS) 1/4' x 3' WS3 SCREWS, (10)10d TO WOOD HUC210-3 (CMU) 1810 4000 HD210-31F 1905 3115 (18) I/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD LGUM26-2-SDS 1430 SSWNO USP CONVERSION FOR SIMPSON LGUM26-2-SDS (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/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. • WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMU. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONWJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. MITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. L ++ MINIMUM EMBEDMENT INTO THE TOP OF A MOND15EAM WILL BE 5', MIN".M EMBEDMENT INTO THE FOUNDATION WILL BE l' LLI 1— O A.T.R. . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC, VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT 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 IUSE 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 SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-2013' , 'HIGH WIND -RESISTANT CONSTRUCTION C-FIW09, AND ANCHORING / FASTENING SYSTEMS FOR CONCRETE i MASONRY CATALOG C-SAS-200. SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3 HEADER SPAN CHART 91NGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-O' 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 V-4' TO V-0' DBL 2 x 12 8'-0' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'_0' UNO. 4'-II I2' 1 1'-II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBF FULL LENGTH STUDS ER OGN 2 AT EAEND OF HEADER I 3 F(2 x 12 '2 SYP) l/16' OSB NAIL (3) 12d 9 &'-8' O.C. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, UN.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: TRUSS TO MASONRY/CONCRETE SHALL BE META-16 FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. + TRUSS TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES, 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES 6 EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S,PROvIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12, 9.REFER TO DETAIL 6 SHEET D5 FOR 1-5TORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A R C N I T R C T 8 6 Design Gr u ,! 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.(*m AA #: 0003325 ti 4 W 0 F V y 4 F z [GARAGE L 1mm de LOTSILVERADO LOT #23 BLK #1 ROJECT 4128.0--23001 ODEL, 4EBB 1828-CALI" WVfMG: LEFT PAGE: CONNECTOR SCHEDULE PRIM 11/3/16 SCALE: 1 /4"=1'- 0" wirmw 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES --e 1251 OUTLET 20 AMP 50Yd.E POLE 1. OUTLET =In 110V OUTLET IQI/t CP OUTLET WD TO GWTCM �Cfl IIOV OUTLET EOUIPEDWA'daID— NTem-IER RAKER I!L%STANT TYPE) 220V OUTLET —IUIE CGNEGTION GFI Eli TERPIIL')OP NTEIOdPLm SWITCH SWITCH 9-U]AY OPER W4 SWITCH 4-WAY OFER WALL FIO O LKMT -IL— LIGHT \Qil VP LIaNi �� �Q� RECC89ED CAN WALL ECLTCE PRE -WIRED eVENT. PAN I ORT PEI! M R. T' PAN wn.1�Hr I CR/ PER EO FT. V PIXNI £ (2PEc'S tHD er FLUORES ENT 2-BULfi WRAP Ap. _ 2'ILU012 NT _ —Q— � 4' PLUOI�OCENT Q� d0I 4' TRAGX LI PANEL METER ® S/CA GYNON Md10KfDC &1qQ DETECTOR CCU MTER-CMEGTED W L GE A DISTANCE M NOT LEW TH 4- OH KNDAM LKAR NATURAL OAS OUTLET ► TELEPHOIE JAOG WATER (EATER INTO& REIN TO GE ELEVATED I O I J-l:Ox IINI'L �� °"O' T�OXR I Q pOx IQOU TO eE SUPPORTED N PLOW LIGM OPi. aeaLRR,- zrPAD Pn. weN-dma+ Pq¢ arrEs _--��• uee PORE LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED a HOMEOWNER PRE-CCN5TFZUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PEF ELECTRICAL PROVISIONS OF FBCR 5TH EDITION C2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED 12014). ALL RECEPTACLES TO BE TAMPER - RESISTANT TYPE ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH-W-=14). ro� METEF FIELD VERIF LOC. ELECTRICAL PLAN LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP rt c com V2) HOUSE PLAN: MODEL "'CALL" LOAD INFORMATION VA 162R 9Q FT GENERAL LMiUTD10 % 9 VA PER ep PT' 0494 2 20 AMP APPI2A4CE CUW= AT 1500 VA G 9000 1 LAUNDRY CSRCUIT 1000 RANGE AT NAME PLATE RATD2C OR COOICI'OP/OVIII 12000 wAT16R HEATER 41f00 1 DSHIIASNER 120D cIOTN>s nRYIIt e000 1 oL F"AL soo I MLCROWAVE 1lS00 1 REFWORRATOR 1200 RURTOTAL OP GFlI®tAi. LOAD 9155R4 FIRRT 10 L(VA OF WAD AT lOON I0000 ACIIADIDER OF GENRRAL LOAD AT 40X 2B 4 VA z .4 10904 mrwL NRT aLLTiERAL LnAD 2— 38 TON NEAT PUMP (w/ 0%1I EIRROIUN'Y NEAT BTIRP) 21 AID z 240 VA- 3.5 TON 3Y2fd 40 AMP z 240 V • 0000 NET GRNERAL LOAD 20204 N@f TOTAL HVAC 2800 TOTAL LOAD Y0004 CALCULATED LOAD FOR SERVICE Y 4 VA/240 V 1g0 ANP 150 AMP SERVICE •WO—T cASE SCENwmo - Wo2LPST NVAc LOAD URED FOR CALCULATR)Na- NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14283 VA 3000 VA 0 100%, REMAINDER a 35% NET LOAD: 6,949 VA RANGE: 12,000 ® 10% 8,400 VA DRYER: 5,000 a 105, 3500 VA TOTAL 18049 VA NEUTRAL AAPACITY: 18,489 / 240 = 18 A 2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3 -1CU, 1 % CU GND 2" CONDUIT OR PROVIDE 3 11210 AL, I •4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) 150AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN 1 PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MCB NOTED OTHERWISE. POWER COMPANY TRANSFORMER C47 Ire =I PROVIDE 150 AMP, 120/240 VOLT, I PHA5E SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 FI COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 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 "4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). S/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C R I T E C T 3 Design Grou .n�. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.Rbdeslgngroup.c AA 8: 0003325 F W y L1 0 m y FO 4 U A F O 31VHDIV. de L011 SILVERADO LOT #23 BLK #1 04128JEC.007-23001 moaEt� 4EBB "1828-CALI" GARAGE S'WMG: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B i ARCHITECT- STATE OF FLORIDA DA 11/3/16 SCALE: 1/4"=1'— 0" 8*1mm 5 HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT 5Y5TEM5 INSTALLED IN NON -CONDITIONED AREAS 514ALL. BE CONSTRUCTED OF A VALUE OF NO LE55 THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC. AND INSTALLED AS PER FBCR 57H EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS A5 PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORI"IS 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 -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO 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 CEILING �- 0� EXTERIOR WALL PLENUM - T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES y AIR HANDLER EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY I PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETU�I CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 3012.1.1 HVAC DRAINS 5CORIATED NICKEL BRONZE FL. PL. BRASS PLUG INSI CAUL FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 56000 DE I 1SERIES NICKEL BRASS TOP K � I P.V.0 OPTI/SPEC i — III — i ----- — I� ITE PLAN SITE PLAN OFLOOR SLAB CLEAN —OUT (TYPNT)5 LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK --- BROKEN LINE= RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN FMCEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR 8 THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO GONG CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB '8X1 1/4' 5HT. MTL. SCREWS / CONDENSER UNIT L CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG 1' 6' SEE SPEC. m _ FIN. GRADE _ _E OR PAVING— FITTING OR I EXTENSION TO SOIL — OR WASTE AS I REQUIRED I — --_� -- —_VINV. SEE SITE PLAN NEXT. GROUND CLEAN —OUT (TYPN) FIRST FLOOR MECHANICAL PLAN PROGRESSIVE AIR SYSTEMS 05/20/14 A R C R I T E C T S 6 Design Grou .nam 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 W x h c�> w 0 c, w w c IN Bumm Ae LOT. SILVERADO LOT #23 BLK #1 PROJEC 04128.00 -23001 uoDEu 4EBB 1828- CALI" GARAGE S'WMG: LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B ARCHfTECT STATE OF FLONDA J P � D11/3/16 BCALE: 1 /4"=1'— 0" BiIEET ni 5 REBYR veRncatLr W caNc. PCVR cELI. sEE ElERir cane PORYTs POR NBULATION R-vK1l8 rl-i N• GYP. Yl. BD. aoWJaDBAD! aJ' OL. MAX. T' EMEED. MN • y' OC MAX [8J YM YTABONRT NAY.B . 9J' OL. MA)Y DAYSREATYENt CQK. ELAD REBFORCeD W NoaING. """°" "" SHALL BE BLRA-CAFE [I) 5 REBAR Rr CNANM THICKEN EDGE 4 �. a {' CONC,1EfP. W iMi' WAMRAm • ,• CCNO, REIN. W 0kb' YIIAJOUTAm WYM • • V CONC, IEYA. W 010' WIAWRAm Y8M QI • ,' 0011L, W 6'xb' WAXWAm Y11Y-I 0'•m' PH RR� _ V Rld1R RYPJ '� °' BCALE•IQ'•Y-m' YYIY1 CN b-MIL POLY FTHYLEIE QV i-MIL DOLT ETHYLENE VAPOR _ - b-MIL lq.T ETHTLlYB VAPOR BARER _ —1 - W 0-MIL Pd.T ETNYLBG VAPOIY - APOR BARlR pl YELL- ACTED CLEAN FILL _ F BO�lwRA-CAfEAII'!M b1ALL BE E BARER dY YELL-CGTPACTlD fJ.ENI i FkL 1!R•NlE 1REAREM SHALL BC []) 5 RD`.YR ON CHAIRS ON YELL-OCfPACTED OLErW FEl TEFMrtE = TREATMEM SHALL BC BORA-CARE [8) 9 REBr1R ON CNAAPo O( BARIRR ON YELL-C91•IACTID 4EAN L FLLL TEIFYIE TFEAIMFNf SHALL BF n rL 5 R®M ON CIIAIItl ui . ta' RADAIB a of Ir CR CHAMFER / - w j ___ (/ .. t� , C _ 3 a e a ry s REDAR cN CAIAYFO _ _ - I •; g w Q' MY1 BCLW GRADE > ,• ta+c. RErr. uu e�m• wAwuAm uw ON b-ML POLY ETHYLB! VAPOI! eARlle a] u8L-CCT1PAGl® WEAN 4 4 HA TREAiI•ENf DNALL BE 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING fNTiGRGND -CARE W/ BLOCK WALL 1 acALl. In•-r-m' SAT L.B.W. (W/ UPLIFT) �. DCALe: IR•-r-m• AT L.B.W. F. SCALE: IR'•I'-0' 2 AT L.B.W. (W/ NO —UPLIFT) BLALE. In•-r-m• STAIR DETAIL GARAGE STEP—UP NON —BEARING 5 NON —BEARING — 3 BCAIE. 1'•P-m' OTIAB b' OL. MAX 9 N' • IEAD OF GARAGE VAREB WTH ELOPE BeCYE PT. dt. PLATE 10 eLAe W V!')tY dHC11GR BOLT W ]' YIAd$R T' m EI'lED. MN. • 3]• OC MAX. g 9 • ° ,' .G L REIN.W 04B' WAMRAm LLUI'I ON i-MIL POLY ETHttlFE VAPOR 5 IO' • HEAD ? 6ARA[£ VAREB WTN ELOPE eea]E P.T. BT. PLATE TO BLAB W vlXB' dNCMOR BOLT W I' YIAMER l' EMBm. YRL • 9]' a MAX 9 • A 4' CCNC, RepF. W/ 6'rb' WAbQAm LLW'1 ON b-HIL POLY ETHYLENE VAPOR 5 Ill' { KAD OF (JRA!! vAR1E8 WTN eLOPE BECIIIE P.T. BT. PLATE TO SLAB W MABGRY NAIL • y' OG- MAX 0 - • •. 4• CFKn RIM. LLV i'M' WAXWAm W1M ON 6-HIL FGLT ETHYLFIE V IO' •HEAD OF GAAAGE AR8e8 YFTN SLOPE YC1✓R PT. BT. RATE TO BLAB W YIABMfT NALL • .']' OL. MA% L > 9 • A EXi@DED N.AB I Vl' CL1® IlFi1[T vAREe N' REClBB R:Ie 8lMICE DR q {' CAIIC. REYI.W 0kb' YAAXWIAO WY1 Qr 0-MIL DOLT ETNYLpE VAPOR (U 5 F®AR YERrKdLLT W CCNC. _,--- Pd1R CELL � Y & CMl - . o Q¢ 0 U GTi® HEKMr vARBD L {' OCHa. REBP. W i'Y' WAMIR,m tlYM BN•BlIY RJ YELL-COITACrlD CLEAN L S° PILL lEl•'1RE TREAMNT eNILL EfE BAR•!R aH DELL-CQIPALTED QEM L S" FEL TEIMRE rReAIFBJf ^,Al4LL BC O a' � BOR1-CARE VAPOIY 6ARRYDY G1Y Y!LL-COMPACIlD 4ErW L FILL lER•111E TREAIYENY eHALL BE -- {' CCNC, REEF.W b'xb' YR4MQAm YNI'1 ON b•MIL POLT ETHttlNC VAPOR BARER ON YELL -COMPACTED CLEAN - BARRYDR OV Y!LL-COY�AGIED CLlM FILL TER•YTE r1EATMEM SHALL BE BGR4-CAR! Qr 6-MLL POLY ETNTLENE VAPOR - DARlR GN YELL-COYA•ACTED CLEAN FLLL TERAYE TIYEATMEM SHALL BE n BORA-CAFE n t '^ a' BCRA'[� L T TREAREIIT Bi4L !! Q E � []l9 REBAR ON CwYYe r815 RCDAR W CHAIRS []) 9 IEbIR d CHARS m U � 6I—_� � � []) 9 REB.4! ON CIWRB OU 4' a (t RIB,Nt pl pylllD ._ [5) 9 RE61R d OIAIIFD `^ m 0 GARAGE STEP—UP STEP—UP GARAGE STEP—UP GARAGE STEP—UP 1—STORY L.B.W. GARAGE STEP—UP SLAB AT GARAGE 1—STORY FOOTING �a11—STORY LB.W. 6A 2—STORY LB.W. 6B W NO UPLIFT W NO UPLIFT 7 SERVICE DOOR AGE /p� AT GARAGE •A`T�' SCALE: I/2'.I'-0' SC.dLE: I/1'.I'-0' 6CLB.W. SCALE: IR'.I'_0• :In.• r V ) -TTL€:l �J _.-_ m s MBAR KRTICALLr - W CONL Ftll]Y CELL e. Qy Z IXIRB IEV.NT VARRB -_ N {' COHC. REN.W i'M' WAJBWAm Y1PI ON b-Y8L IVLT CrlarusE 1 � MCI¢ BAI••!R ON q uELL-CQPACYED f1EAN FlLL a IECE90 FOR 111. REBAR VERTIC4LY W CONC. - PAIR CELL 8!E ENERiT CODE FOl•'18 FOR AT R-VALIB z 1EMU® FNIBH L Y n D' GIYI - e N• GTP. UL. BD. J L tt U I IERMNE TREAIMEM SHALL � 'k � BORA-CAI@ w _ WyppE SGD. TRAIX �� FNIBH FLOOR � 8p - O YGCD OADE t_­ "' v CN b-MLL POLY CTNYLEK AFVR U 8] —Y EIHYL@E VAPOR BAAtlIR CN (I) 9 aONt. C f • FLLL tEPMIE TYEAIMIHf SHALL BE Y 3 5 nn Y: - as -0 5 REB4t W CHAIRD t BE�E�OIPA LADE p / T �" Ol16YBYD 2—STORY FOOTING 2—STORY FOOTING %1 AT GARAGE 9 CONCRETE PAD 10 SLAB AT S.G.D. 11 GARAGE DOOR FOOTING 12 SHOWER RECESS FOOTER W/ WALL SCALE: I/2'•I'-0' c.+LE: Irz•-r-m• xue• r.r. m BGALE� N'•I'-m' BCALl: I•.I'-m' SCALEBLOCK 1 J : I!!'• I'-0' �cNLLK Aro BlAL GRa1neD earn BEAM - TE vHYTIC.Y.L RlBAR VARIES P!R ELEv. _ _ _A 1 �• PVL DLFE•.E FOR GA8 LYE I %-C FlYL RR TREBAI! � LY?" L • TO IYJAZCNTAL a -.-- •.• a .. • . 1'CURED LNTEL CdJr. [TTPJ '' 8'CMI FILLED CELL rTYPJ 9 e' CMJ ^. - I/J'DRYWALL LLGOD DABF Cd00VY[D ed[D BEM VAREe PlR CLEV. / it a • C - ^ FEBNL W Yp' IIOGYC ARED PER ELEV. _.. T V - JX YLYL FRNYNG [., 1JXi' ANOIOR BCLTB a [u 12 - -- - ' GlearreD eLND BEM _ _ _ _ _. _ _ •. ({,,b J-BOLTS MN D' EMBlOrBHT W TX]XU8' .L.:..iLL WABIER AND Nlf BPAClD E>EH.Y e m U - _- BOOR TO COTO EAM. BbM N JOM9 PRIOIY TO FILLNfi <BLEE>ED ANLIICR N SOLID PaeY A[.O.PTABLe RE,10�FR1 ° b• Pvc 6iABE THRI IOOYMG I -STORY [LSIEBNYda,ARe i -_L_. � I 1..__ - ° • [3651 EBAR pl CHAIRS �.. __�_.__ ___ _ EXT. /INT. FRAME WALL TO< 14 NOT USED 15 BLOCK WALL CONNECTION SCALP. VI'•Y_m' 1 GAS LINE THRU BLOCK , Y.1'-m' QSRINe ER ICALLYW CQC. PQR CELL 8!B BEIGT CODE r'ORID rY,R NRtATICN R-vALaBe " --_ 8' CMJ O QI b-MLL P0.y ETHttEYE VAPOR , L � �RRMITE 11EATYpIf SHALL BE � m U DCRA-CARE - -T-. - � e CLEANdR REauB!!D ._ PCR k23FECTIRI ° m'-m' FYt RR_ _ cLealQur IEOIBRED FGR MBPERION C-m' iYl FLR a - ` � f ° .i. • i i-: [IlS I•BBAR BET N BBRBON NKiI 811mYTH !I°OM b' EYEED. MN. T .l -iC rJ) 5 IEH.[Al A I -STORY a TE VERTICK REEAR 10 $ REBAR�W�im' HOpG °. rE VERTKAL REBAR - RE HOOK S [915 REBAR • J-STORY (H 5 VERr. DPIEL LAPPED W BQ1D QM z = b' PVL CHASE TIII.1 PWTNG ,' CONC.IEK. W 0•F0' YYAXWIAO U81.1 PRBYJE REBM TO E r CONfNCIIB 1 _ , — (N9 AEB/W AT COAERB W]D'LAP MN = n� ms ON b-MIL POLY ETHYLEYE �.; VMOR BARKER QY Y!LL-CCMPACIED 4LAN PLLL rlR,NE TIEATMEM SHALL BE a' a' ' 'a"a^"°° a- 2' HORIZONTAL/VERTICAL BaRA-CAFE - r LAP HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH ��1 REINFORCING BEARING CHANGE OMITTED DOWELS A . '.1'/ILT-/fT 0' REBAR LAP AT FOOTING \ L / 9CALE� IR•.1'-m' rf,_'�AT�LINTELL CORNERS \ `i / ^`•"mac""'-I'-m' FOOTING / P \� B_�aALL ALL EXTERIOR FOOTERS AT FINISH SCAB'S TO BE MIl*,T. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A R C N IT E C T 5 6 Design Groulr-.- 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX 407-7744078 wwwabdesigngroup.corn AA M: 0003325 w z 0 w O 4 y c IN StMDIV. & M' SILVERADO LOT #23 BLK #1 PROJEC 04128,00 -23001 MODEL: 4EBB "1828-CALI" GARAGE 81F► CC: LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 50 MPH EXP. B ARCHITECT STATE OF FLORDA DRINT 16 SCALE 1/4"=V-0" T__N1 //--SECIURE 2x6 MIN. TO ELK W/ (2)V F( ANCHOR BOLT W/ 2' WASHER SET / a1Mor ur srurrru EPDXY 4' EMBED, W F SECURE 2x4 ON O FLAT TO BLK I W/ GUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (3) K'XS' J-BOLTS 4' EMBEDMENT MIN. W/ 2'>">% WASHER AND NUT Q° SPACED EVENLY FROM FLOOR TO GARAGE DOOR WM IN JOINTS PRIOR TO FILLING. ,r 1-2X6 PT BLOCK • CENTER OF DOOR HEADER W/(U Yf'XW J-BOLTS 4- EMBEDMENT W/ 2'K2'X%' WASHER AND Nw 1 O V A1:S.YVG LV VU� UCK ATTACHMENTATTACHMENT SO - 1 J) 7­11 2X4X4' SECURE TO TRUSS W/ 3-12d 6'-8' OL. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TO BLK W/ META-16 2X4 SECURED TO GABLE END W/(2A2d-EA. UPRIGHT 2.4 SECURED TO GABLE ENG W/(1)12d I b'-a' O.C. L-30 BLOCKING 2x4 BLOCKING EA RAFTER L-30 EA. RAFTER REATER -2.4 RAFTER 24' 00. (TYP) FRAMED OVERHANG PRE -ERG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS 16' O.C.MAX HEADER SIZE PER SIMPSON LOTA-12 EA JACK SPAN CHART. STUD, BOTH SIDS OF OPENtW- 2x STUDS • I6' O.C. MAX W/ SHEATHING. SHEATHING TO BE `DOOR/ WITHIN J' OF WINDOW/ DOOR WINDOW OPENING AND SECURE PER OPENING FASTENER SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) _ JACKS (SEE HEADER SPAN -Ti - CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO EX SECURED ONE PLY • A TIME. USE 12d NAILS, TWO WITHIN 6' FROM FRO EACH WOO. STAGGERED 4 NO MOIRE L__LI THAN 8P4 OR HS • TOP AND BOTTOM PLATES s EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. 1 L _ SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND TYP. EXTERIOR WINDOW/ DOOR FLR LINE. OPENING WD FRAMED (W/FLOOR TRUSS) TRUSS) SCALE: IR'.I'-O' FASTENER SCHEE>ULE ROOF DIAPHRAGM USE 1/16' OSB. OR 1/2' COX PLY WITH ffi RING SHANK CAN NAILS AT 4' OL. AT SUPPORTED PANEL EDGES AND -8 RING SHANK GUN NAILS AT 6' D.C. AT INTER-EDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE % CAN NAILS * 4' O.G. EXTERIOR SHEATHING USE T/Ib' OSB. OR 1/2' PLY WITH -S RING SHANK GUN NAILS AT 6' OL. AT YC PANEL SIDES AND d RING SHAGUN NAILS 4' OL. TOP 4 BOTTOM PANEL AND % RING SHANK CAN NAILS AT 6' OL. AT INTERf-EDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANWFACTUIFER NAIL REQUIREMENTS SIZE 1EAp LENGTH DIA. TENSILE 6TRZI 8d ROL'NDMODI_IE 2 3/8' JI3 I10,000 TOP CORD BLOCKING AT 4' OR T O.C. MAX IN FIRST 2 FRAMING NOTr, NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL 1 TOOL ASSOCIATION I. 0.113 INCH NOMINAL SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0100 INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH ROOF 5HEATHING LAYOUT AND ENDUUALL BRACING -- 2'-0" EXTENSION ® OPT SERVICE DR. 8 NOT USED FOR GABLE END FRAMING SCALE, 1/2--l'-0' SPACES AT EACH END. —\ RAFTER OR ROOF SHEATHING-1 ILE $�I „ _► I� �_ BUILDING LENGTH �1 STICK BUILT WALL DETAIL 1 N.TS. SP8 • EA. STUD 70P 4 BOTTOM PRE -ERG 7R155ES WAMSS CONNECTOR UP TO 1000 UPLIFT DOUBLE TOP PLATE SIMPSON META-24 a EA, JACK 2.8 STUDS • IS' OL. MAX W/ SHEATHING. SHEATHING TO BE WITHIN I' OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE (2) STUDS, (V JACKS s EA. SIDE OF OPENING JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 12d NAILS, TWO WITHIN 6- FROM EACH END >I NO MORE THAN 12' OL. STAGGERED WINDOW SILL W/CRIPPLES 16' O.C. DIA AIGf•IOR BOLT AT 16' D.C. MAX WITH 1' EMBEDMENT AND 2' DIA WASHER SIMPSON MSTAM-24 s EA JACK, SECURED W/(3)Ys' X I 3/4' TAPCONS TO CMU W/MIN, 2' COVER < 2' APART 2X8 P.T. BOTTOM PLATE WINDOW OPENING (9) 2—STORY WALL re Rivr: sNarc rrw vni�s . <• cc. 7YP. EXT. SHEATHING ATTACHMENT FOR WALL SHEATHING (OSB TO BE STRUCTURAL GRADE) TRUSS 7/16' COB, 2X4 ETA. PLATE 2X4 DBL. TOP PLATE 2X4 STUD 16' OL. T/Ib' OSB. 1/2' A.B. W/ MIN. T'EMBEDMENT LOCATE 6'-S' FROM ENDS AND 3Y OL. MAX. TEXTURED FINISH MTS-IT META-16 32' OC. MAX. 8' CMU WALL PRE-ENGINEERED TRUSS KNEE WALL DETAIL 2 TO BLOCK SCALE: I/2' • 1'-0' A SECURE 2a TO BLOCK W/ (21 �' TAPCON9 OR DRIVE PIN (MIN SHANK SIZE J45) I�caer (MIN EMBED. I J') o WITHIN 8' OF EACH o!' END AND IS' O.C. MAX SPACING. OSB. SHEATHING OR i' CDX PLYWOOD e- 2.4 BLOCKS CMU WALL 6 ARCH WINDOW FRAME A SECTION SCALE: NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR U UPLIFT (OSB. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT • OPENINGS i w C, RING SHANK CAN NAILS s b' O.C. IN FIELD ` TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OSB. TO BE STRUCTURAL GRADE) '8 2' DECK SCREWS • 6'-8' O.C. MAX EDGES 12' OL. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' TUG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE-ENG. TRIES DEL. 2X TOP PLATE 7/I6' OSB. 2X BLOCKING TOP OF 7/16' OSU3.' 2X STUDS 16' OL. MAX' 2X BTM. PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS' 2X4 a TOP t BOTTOM CONT: HETA-Ib � A, \' BLK WALL -�+ Oj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK TO OSB. HORIZONTAL 2 AT OPER METEROSB.TO PROVIDE CONT. ONAIILL PATTER) O REMAINING AREA TO BE SHEATHED FROM DEL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING • TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW Q INSTALL ALL SHEETS W,FACE GRAIN PARALLEL 70 STUDS 9 EXT. WALL SHEATHING SCALE: IQ'q'_0• A R C H I T E C T S 6 Design Grou Rnc. L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abde lgngroup.com AA A: 0003325 h W O V y z F 0. K y W 4 F A F m 0 0 A sumk Lo SILVERADO LOT #23 BLK #1 [PRO 4128 00 -23001 HODAMc 4EBB "1828-CALI" GARAGE SIWMG: LEFT PAGE: Iv1ISC. DETAILS 50 MPH EXP. B ARCHITECT. STATE OF FLONDA 'U'. PIUNT DATM 11/3/16 BCAL 1/4"=1'—O" ElFI MT D 2 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON I,' O.S.B. SHEATHING OR J' CDX - PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS F'T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUS -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN 5/8 THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD - CONSTRUCT 0 TEE ENERGY CODE FORMS :OR INSULATION R-VALUES ' GYPSUM BOARD OR }' HIG ,TRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK W/ 1) 05 REBAR CONTINUOUS °RECAST LINTEL -EE ENERGY CODE FORMS OR INSULATION R-VALUES JINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) S REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS ® 16' O.C. S' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4' = I' -0' 1/16' O.S.B. OR }' CDX TYVEK BUILDING WRAP FORTIFIBER BLDG PAF GALV'D MTL. LATH 1/8' TEXTURED FINISH o WOOD 7/W TO V MID WALL WEEP SCREED z4 E� -8' CMU -5/8' TEXTURED FINISH o MASONRY WEEP SCREED DETAIL C WOOD TO 2 LUSSC UUIN41V. SCALE: 1 1/2'=1'-0' 030 FELT PAPER INSTALLED PER FBCR "052.1 ON 16' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM, SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.) O.S.B. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 l/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRA IS PRESENT I PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE m' W/ (2) 12d's o EACH TRUSS Typ. TO BE INSTALLED e MID. ON. POINT OF TRUSS SPAN, OR 10'-0' O.C. MAX. SECURE GABLE TO 2x6 P.T. J PLATE W/ 12d's 8' O.C. MAX E SECURE 2x6 PT. PLATE TO I, BLK W/ }'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -V EMBED. MIN. 6 32' Or- MAX' %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 12 0 LA 9• CMU Y/DRYWALL 1'X4' OR DG' P.T. NAILER 1.4 P.T. OR %'X4' MIN. SECURE ❑ THRU FRAME 4 EXTEND 1-4' INTO BLOCK TAPC4049 OR DRIVE PIN (MIK SHANK SIZE J 0 MIK FEAR 912E 300 MR EMBEDMENT I-Y' WITHIN 8' OF EACH END 4 B' OL. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE: 944IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3/4 OR +5/4 %1 WINDOW TO BLOCK +3/4 OR +5/4 A SCALE: 1'•I'-0' 2x4: ME SECURE TO BLOCK W/ )W TAPCONS OR DRIVE PM (MIN. SHANK SIZE J45 MIN. HEAD 812E 300 MIK EMBEDMENT I Y') WITHIN B• OF EACH END 4 IS' O.C_ MAX SPACING. 2X6: cm 2- SECURE TO BLOCK WP-i(s' SECURETAPCOTO RDRIVE IN (MR 914AW 51ZE J45 ❑ MIN HEAD SIZE 300 MIN EMBEDMENT I Y') WITHIN 8' OF EACH END 4 IBM OL. MAX SPACW- 8'CAl 2X8: ® K' DRYWALL SECURE TO BOCK w/2-%, TAPCONS OR DRIVE PIN I'X4' OR I'XV P.T. NAILER (MIN. SHANK SIZE J45 DOOR CASING MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MM. EMIBEDFENT I Y') ATTACN TO 2X PER WITHIN e' OF EACH END 4 IBM Or -MAX SPACING. MANtFAC7.S DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-1/2 B WINDOW TO BLOCK +1-1 2/" SCALE: I'•I'-0' 1—STORY GABLE �A� BLOCK WALL SCALE: 3/4' = I'-O' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD GONG. FILLED LINTEL BLK 1. (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS a fro O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 2X4: CEO SECURE TO BLOCK W/ TAPCOIIS OR DRIVE PM (MIN. SHANK SIZE 145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y') WITHIN B' OF EACH END 4 IB' 04. MAX 9PALMCv 2X6: CEO SECURE TO BLOCK W/2-%' NOTE: STRUCTURAL 2X MUST TAPCON9 OR DRIVE PM BE —OUTSIDE 4 SECURED (MIN. SHA K SIZE MS THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 i(>' TAPCON MIN. I-Y' MIN. EMBEDMENT I V) EMBEDMENT INTO BLOCK. BEI WITHIN B' OF EACH END 4 B. cm Is, OL. MAX SPACING. K• DRYWALL 2X8: ® 1'X4' OR t'X2' P.T. NAILER SECURE TO BLOCK W/2-%, TAPCONS OR DRIVE PM 3W OSB. X 4' MIN. (MIK SHANK SIZE J45 DOOR CASING MPL HEAD SIZE 300 DOOR JAMB OR WINDOW MR EMBEDMENT I J") ATTACH TO 2X PER WITHIN 8' OF EACH END 4 18' Oc. MAX BPACIN.. MANUFACTURES DETAILS. NOTE: SHIM A9 NEEDED TO PLUMS JAMB (DO NOT EXCEED Y •) DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16' SCALE: I'•1'-0' 2X4: CM SECURE TO BLOCK W/' TAPOONS OR DRIVE PIN (MIN. SHAW SIZE J45 MM. HEAD SIZE 300 MIK EMBEDMENT I Y49 WITHIN S' OF EACH END 4 IS' or_. MAX SPACING. 2X6: ® SECURE TO BLOCK W/2- NOTE: STRUCTURAL 2X MIST 9 OR DRIVE PM BE O4 OUTSIDE 4 SECURED MIK (MRTAPSHANK 912E J45 THIRM41d1 NON-STRUCTURAL HE MIN. EAD 812E 300 TAPCON I-Y.' MIN EMBEDMENT IY') EMBEDMENT INTO EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 B. cm B' O.C. MAX SPACING: K' DRYWALL 2X8: ® I'X4' OR 1'#` P.T. NAILER SECURE TO BLOCK W/'J-%. TAPCONS OR DRIVE PM I' P.T. X 4' MIN (MIN SHANK SIZE MS DOOR CASING MRL HEAD SIZE 300 DOOR JAMS OR WINDOW MIK EMBEDMENT I Y') ATTACH TO 2X PER WITHIN 8. OF EACH END 4 B' OL. MAX SPACING. MANFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Y4.) DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK +2 1/4 ' SCALE: I' • 1'-0' FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN OVER 030 FELT PAPER TRUSSES WHERE 'X' BRACING INSTALLED PER FBCR 15 PRESENT RS052.1 ON I6' O.S.B. SHEATHING OR %' GDX PRE-ENG GABLE TRUSS PLYWOOD SECURED PER FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) P.T. Ix2 W/ MTL. DRIP EDGE 12d's 45 EACH TRUSS 2x4 OR 2x6 SUB -BAND m' TO BE INSTALLED s MID. POINT OF PER ELEVATIONS TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. VENTED ALUM. SOFFIT °H SEE ENERGY CODE FORMS STIFFBACK AT ALL FOR INSULATION R-VALUES UPRIGHTS OVER 4'-10' J' GYPSUM BOARD OR HIGH (SEE SEALED ENG. HIGH STRENGTH CLG. FOR SIZE 4 CONDITION.) BOARD Ib O.S.B. SHEATHING OR 2x4 NAILER CDX PLYWOOD, ATTACHED PER FASTENER SCHEDULE 2x4 0 24' O.C. 9 INTERIOR ON SHEET D5 KNEE WALL l/6' THICK, 3 COAT CONC. FILLED LINTEL BLK W/ PORTLAND CEMENT PLASTER (1) "5 REBAR CONTINUOUS OVER EXPANDED GALV'D I METAL LATH ON FORTIFIBER PRECAST LINTEL JUMBOTEX 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) 05 REBAR VERTICALLY (SEE DETAIL 2) W/ CONC. POURED CELL SECURE GABLE TO 2x6 P.T. Ix2 P.T. FURRING STRIPS PLATE W/ 12d's 8' O.G. MAX Q 16' O.G. SECURE 2x6 PT. PLATE TO BLK W/ J'x9' ANCHOR BOLT 8' CMU W/ 2' WASHER SET IN SIMPSON 1/2' GYP. WL. BD_ HIGHSTRENGTH EPDXY l' WOOD BASE EMBED. MIN. m 32' OC MAX. %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY \. o �o 1—STORY GABLE W/ VAULT CLG. Uj_pB_� BLOCK WALL SCALE: 3/4' = I'-O' 2X4: CM SECURE TO BLOCK W/ U.' O TAPCONS R DRIVE PIN (MIN, SHANK SIZE J45 MR HEAD SIZE -''" MIN. EMBEDMENT IY') WITHIN 8' OF EACH END 4 W' OL. MAX SPACING: 2X6: CEM SECURE TO BLOCK W/2-v TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST SHAH. SIZE J45 BE ON OUTSIDE 4 SECURED M11K HEAD SIZE 300 THROUGH NON-STRUCTURAL MIK EMBEDMENT I Y49 9(' TAPCON MIN. -Y' WITHIN e' OF EACH END 4 EMBEDMENT INTO BLOCK 10' OL. MAX SPACING. B' OM11 2XS: ® H' DRYWALL SECURE TO BLOCK Wn-%' TAPGONB OR DRIVE PIN 1'X4' OR I'X2' P.T. NAILER (MR SHANK SIZE J45 DOOR CASING MR HEAD SIZE 300 DOOR JAMB OR WINDOW MIK EMBEDMENT I V) ATTACH TO 2X PER WITHIN 8' OF EACH END ( 19, OZ. MAX SNG PACI. MANUFACTURES DETAILS. NOTE: SHIM A9 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T L) SCALE: 2X4: CEO SECURE TO BLOCK W/• TAPC," OR DRIVE PM (MIN SWANK SIZE J45 MIN. HEAD SIZE 300 EMBEDMENT I Y WIT HIN 8. OF EACH END 4 WIT NOTE: STId1CTURAL 2X MUST IBM OZ. MAX SPACING. THROUGH NON STRUCTURAL OU OUTSIDE 1 SECURED THAL 2X6: ® )(: TAPCON MIN I-V SECURE TO BLOCK W/2-4w EMBED FE T INTO BLOCK O TAPCONS R DRIVE PIN (MIK SHANK SIZE .145 ❑ 8' CM1U MIN. HEAD SIZE -100 K' DRYWALL MIN. EMBEDMENT I Y 9 WITHIN 8' OF EACH END 4 1'X4' OR I'X2' P.T. NAILER IS' OL. MAX SPACING. 2ND 1X SECURE TO 2X8: ® STRUCTURAL MEMBER W((2I2d SECURE TO BLOCK W/2-ib' WITHIN 8,OF EACH END 4 6- TAPCONS OR DRIVE PIN TO e' OL. MAX (MIK SHAH, SIZE 145 DOOR CASING MM. FEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y') ATTACH TO 2X PER WTHIN e' OF EACH END 4 MANUFACTURE. DETAILS, NOTE: 914IM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3" rL1 WINDOW TO BLOCK +T L SCALE: I'•I'-0' NOTE: PER FBCR 9052.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 2X4: CM SECURE TO BLOCK Wds' TAPCON5 OR DRIVE PIN MIN. SHANK SIZE J45 MIN, HEAD 512E 300 MIN EMBEDMENT I Y•'1 WITHIN 8' OF EACH END 4 W' OZ. MAX SPACING. 2X6, ® SECURE TO BLOCK Wn-V4: NOTE: STRUCTURAL 2X MU9i TAPCONS OR DRIVE PIN ❑ BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE J45 THROUGH NON-9TPoJCTl1RAL MIN HEAD SIZE 300 V TAPCON MIN I-Y' MIN EMBEDMENT I Y') EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 IS' O.C. MAX SPACING. e' CMU 2X8: ® N DRYWALL SECURE TO BLCCK Wn-114' I•X4' OR DO' P.T. NAILER TAPCONS OR DRIVE PIN V OAS. X 4' MIN. MIN SHANK SIZE J45 MRL HEAD 912E 300 DOOR CASING MIN. EMIBEDI-ENT I Y4' WITHIN 8' OF EACH END ( DOOR JAMS OR WINDOW ATTACH TO 2X PER 18' OL. MAX SPACING. MANFACTURE9 DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDV) DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7 16" SCALE: I'•I'-0' 2X4: CM SECURE TO BACK WN4' TAPCONB OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD 812E 300 MIK EMBEDMENT I Y') WITHIN 8' OF EACH END 4 IBM OZ. MAX SPACING. 2X6: CM SECURE TO BLOCK IM-I/4' TAPCONS OR DRIVE PIN NOTE: 8TRICTURAL 2X FIJST (MIN. SHANK SIZE J45 BE ON OUTSIDE 4 SECURED MIN. HEAD SIZE 300 TNROUGN NON-STRUCTURAL MIN EMBEDMENT I Yq') %' TAPCCN MIN I-Y' WITHIN e' OF EACH END 4 EMBEDMENT INTO BLOCK IS' OZ. MAX 91-ACIN63. B, cm 2X9: ® x• DRYWALL SECURE TO BOCK Wn-1/4' TAPCONS OR DRIVE PIN I'X4' OR I'-' P.T. NAILER (MIN_SHANK SIZE J45 I' P.T. X 4' MIN. MM. H HEAD SIZE 300 C DOOR ABIN. MIN EMBEDMENT 0149 WITHIN S' OF EACH END 4 DOOR JAM® OR WINDOW 18' OC. MAX SPACING.. ATTACH TO 2X PER .._ - NOTE: SHIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y'1 DOOR JAMB TO BLOCK +3 3/4" \ 11� WINDOW TO BLOCK +3 3/4" SCALE: I'•I'-0' A R C N I T E C T 3 Design Grou in�. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA M. 0003325 w x h w coi w z 0 0 F 0 V a 0 U BVHDIV. de LOT: SILVERADO LOT #23 BLK #1 PROJECT 04128.07-23001 MODEJLA 4EBB "1828— CALI" GARAGE 81FMC: LEFT PAGE: MONOLITHIC 1—STORY WALL SECTIONS & NOTES %150 MPH EXP. B ARCHITECT: STATE OF FLORIDA DA11/3/16, eCAi E: 1 /4"=1' - 0" J9HEET -1r)3 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R905.2.1 ON I,' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 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 0.5.5. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. 6 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 THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY FIRST FLOOR BLOCK SECOND rj--�FLOOR FRAME EE ENERGY CODE FORMS DR INSULATION R-VALUES GYPSUM BOARD OR IG4-I STRENGTH CLG. BOARD WIST STRAP VERIFY W/ RUSS PLAN IINDOW ATTACHMENT AS 'ER MANUFACTURES PECIFICATIONS WNDOW SILL 2x STUDS S 16' O.C. MAX W/ NSUL., SEE ENERGY CODE :ORMS FOR INSULATION Z-VALUES 4' T 4 G SUBFLOOR GLUED 4ND SCREWED AS PER :ASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS =OR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONIC. POURED CELL Ix2 P.T. FURRING STRIPS a Ifr' O.G. 6' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ i'xC6' THRU-BOLTS ® 32' O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 5' O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 6 24' O.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS I6 O.S.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 116' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. 9 TOP AND $T. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/1:)3) EMBED. STRAP VERIFY W/ TRUSS PLAN %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY GABLE FIRST FLOOR BLOCK SECOND 1A FLOOR FRAME SCALE: 3/4' = I'-0' 2x STUDS 6 16' O.G. MAX W/ i6 O.S.B. SHEATHING OR }' CDX INSUL., SEE ENERGY CODE PLYWOOD. ATTACHED PER FORMS FOR INSULATION FASTENER SCHEDULE ON SHEET R-VALUES I/8' J' T 4 G SUBFLOOR GLUED THICK, 3 COAT PORTLAND AND SCREWED AS PER CEMENT PLASTER OVER FASTENER SCHEDULE EXPANDED GALV'D METAL LATH ON FORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) 2x4 CONT. m TOP AND BT, OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND PRE-ENG FLOOR TRUSS FLR, BT. 2x4 IS FOR WALL SIMPSON HETA-IC6 EMBED. SHEATHING NAILER) STRAP B 32' O.C. MAX VERIFY WEEP SCREED W/ TRUSS PLAN (SEE DETAIL 2/D3) EMBED. STRAP VERIFY ' GYPSUM BOARD OR }'9 W/ TRUSS PLAN HIGH STRENGTH CLG. BOARD s/e THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ ���PERPENDICULAR PRE—ENG FLOOR TRUSS 2 SCALE: 3/4'= I'-0' 2x STUDS s I(o' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS J' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (U "5 REBAR CONTINUOUS 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING 15 PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's 6) EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS 0 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) 1, GYPSUM BOARD OR #' HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (U 05 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) "5 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS A 16' O.C. 6' CMU 1/2' GYP. WL. BD. WOOD BASE 3/4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 FASTEN 2X4 RIBBON (P.T. g CMU) W/ (3) 12d NAILS 6 EACH TRUSS PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS RIBBON @FASTENING DETAIL �� ri� SCALE: 3/4'=I'-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PERFBCR R9052.1 ON J' D.S.B. SHEATHING OR %' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 10000 UPLIFT - CONNECTOR 2x6 SYP "2 DBL TOP PLATE WALL SHEATHING 2x8 SYP 02 — WOOD STUDS AT 12' O.G. MAX SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD SIMPSON SP2 . EA. 2X8 STUD J' DRY WALL ? DIA ANCHOR BOLT AT 106' O.C. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMPSON SPI A EA. 2X8 STUD 2x8 P.T. SYP 02 O SOLE PLATE 0)COURSE TIE -BEAM ~ POURED SOLID WITH z CONCRETE. (1) "5 OQ REBAR HORIZONTALLY N ( PRECAST LINTEL � 0- WINDOW ATTACHMENT AS C1 w PER MANUFACTURES UJ 0 SPECIFICATIONS O LL LZ "5 REBAR 6 16° PRECAST SILL uI O.C. MAX, IN w CONCRETE W Z POURED CELL, Ix2 P.T. FURRING STRIPS 00 VERIFY PER a 16' O.C. PLAN. p 0 6' CMU 0 O SEE ENERGY I/2' GYP. WL. BD. d) U CODE FORMS (1) 04 CONTINUOUS REBAR FOR OD BASE 0REAR INSULATION 3 M R-vALUES z "4B 48' LONG Q Y: IL q W/6HOOK ® 24' O.C., -4 MIN. 24' IN SLAB W 0 2'-0' (MIN. ° 041 IN SLAB) Z WALL 4' CONC., REINF. W/ 6'xCo' SECTION WIAXWI.40 WWI ON 6-1-1I1- POLY WOOD ETHYLENE VAPOR BARRIER ON z WELL -COMPACTED CLEAN FILL FRAME TO L j 6, �„ �, 6" TERMITE TREATMENT SHALL BE LOCK WALL ° 2'-0 BORA-CARE 1 B ° (3) 05 REBAR ON CHAIRS NOTE: PER FBCR S052.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D &151 A R C N I T E C T S 6 GraDesign f S n�. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 w y w 0 2 0 a y 0 BVSDIV. de I/01`. SILVERADO LOT #23 BLK #1 0441128�.001-23001 moDzu 4EBB "1828—CALI" CA tAGIC 8TIMG: LEFT PACM: MONOLITHIC 2—STORY WALL SECTIONS & NOTES %150 MPH EXP. B ARCHI'TECT: STATE OF FLORIDA pnnvr DA= 11/3/16 8CAI 1 /4"=1'- 0" Eelcmz'r D4 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FSCR R9052.1 ON -wl' O.S.B. SHEATHING OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUS -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 }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5, 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. ® TOP AND ST. OF FLR TRUSS (TOP 2x4 SUPPORTS $T PLATE OF 2ND FLR, ST. 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 UFLOOR FRAME SCALE: 3/4'=1'-0' \_SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS JINDOW SILL ?x STUDS A 16' O.G. MAX W/ NSUL., SEE ENERGY CODE °ORMS FOR INSULATION z-VALUES I' T 4 G SUBFLOOR GLUED 4ND SCREWED AS PER 'ASTENER SCHEDULE 'RE-ENG FLOOR TRUSS 'INSTALL PER MFG. SPECS.. j' GYPSUM BOARD OR J' 41GH STRENGTH CLG. BOARD ::ONC. FILLED LINTEL BLK 'U "5 REAR CONTINUOUS BEE ENERGY CODE FORMS :OR INSULATION R-VALUES 'RECAST LINTEL DINDOW ATTACHMENT AS DER MANUFACTURES 3PECIFICATIONS 'RECAST SILL :I) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS A 16' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE OVER "30 FELT PAPER 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES INSTALLED PER FBCR TRUSSES WHERE 'X' BRACING OVER 030 FELT PAPER R9052.1 ON J' O.S.B. IS PRESENT INSTALLED PER FBCR SHEATHING OR i' CDX R9052.1 ON I OS.B. PLYWOOD SECURED PER SHEATHING OR �' CDX FASTENER SCHEDULE PRE-ENG GABLE TRUSS PLYWOOD SECURED PER P.T. IX2 W/ MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED FASTENER SCHEDULEfF EE ENERGY CODE FORMS 2x4 OR 2x6 SUB -SAND PER W/ (2) 12d's 0 EACH TRUSS PRE-ENG TRUSSOR INSULATION R-VALUES ELEVATIONS P.T. IX2 W/ MTL. DRIP EDGE' GYPSUM BOARD OR VENTED ALUM. SOFFIT 2x4 OR 2x6 SUB-SANDIGH STRENGTH CLG. PER ELEVATIONSOARD STHTSACKOVE AT ALL Iol UPRIGHTS OVER 4 VENTED ALUM. SOFFITIMPSON HIGH CSEE SEALED ENG. NG. SEE ENERGY CODE FORMS 1,000" UPLIFTX8 P2 o EA. STUD FOR SIZE 4 CONDITION) FOR INSULATION R-VALUES CONNECTOR SECURE 2x4 PLATE TO WALL W/ 2x8 SYP 02 3'x6' THRU-BOLTS 9 I' GYPSUM BOARD OR DBL TOP S 32' O.C. HIGH STRENGTH CLG. PLATE MAX THEN SECURE GABLE TO BOARD' DRY WALL 2x4 PLATE W/ 12d's 8' O.G. MAX OR DOUBLE TOP PLATE WALL SHEATHING' DIA ANCHOR BOLT SECURE GABLE TO DSL TOP WINDOW ATTACHMENT AS 2x8 SYP "2 AT I6' O.G. MAX WITH 1' EMBEDMENT AND 2' PLATE W/ SIMPSON HTC4 A 24' PER MANUFACTURES WOOD STUDS DIA. WASHER O.G. MAX SPECIFICATIONS AT 12' O.C. MAX WINDOW HEADER SIZE VARIES WINDOW SILL SIMPSON SPI EA, 2X8 PER WINDOW OPENING SEE HEADER SPAN CHART FOR 2x STUDS 6 16' O.G. MAX W/ STUD DETAILS INSUL., SEE ENERGY CODE i6 O.S.B. SHEATHING OR J' CDX FORMS FOR INSULATION R-VALUES 2x8 P.T. SYP "2 O SOLE PLATE (1) COURSE TIE -BEAM PLYWOOD. ATTACHED PER POURED SOLID WITH FASTENER SCHEDULE ON SHEET sq' T 4 G SUBFLOOR GLUED Z CONCRETE. (1) 05 Dr, AND SCREWED AS PER O REBAR HORIZONTALLY 1/8' THICK, 3 COAT PORTLAND FASTENER SCHEDULEfl- CEMENT PLASTER OVER a PRECAST LINTEL EXPANDED SALv'D METAL LATH IIJ 0- WINDOW ATTACHMENT AS ON FORTIFIBER JUMBOTEX 'D' w PER MANUFACTURES GRADE PAPER OVER TYVEK Z W SPECIFICATIONS BUILDING WRAP (REFER TO Q STUCCO SPECS FOR COMPLETE PRE-ENG FLOOR TRUSS O PRECAST SILL INFORMATION) (INSTALL PER MFG. SPECS.) � Z "5 REBAR g IC.' NOTE: SHEATHING MUST NOT I' GYPSUM BOARD OR �' Z w O.G. MAX, IN �r i BREAK 1'-4' MIN. FROM 2ND FLR HIGH STRENGTH CLG. w CONCRETE LINE BOARD z POURED CELL, Ix2 P.T. FURRING STRIPS 2x4 CONT. -9 TOP AND BT, OF Q O VERIFY PER a 16' O.C. FLR TRUSS (TOP 2x4 SUPPORTS CONC. FILLED LINTEL BLK W/ PLAN. Q Q 8' CMU BT PLATE OF 2ND FLR, ST. 2x4 (1) 05 REBAR CONTINUOUS -1 O SEE ENERGY 1/2' GYP. WL. BD. IS FOR WALL SHEATHING PRECAST LINTEL O V d) CODE FORMS 04 NAILER) WEEP SCREED WINDOW ATTACHMENT AS w FOR > (U CONTINUOUS REBAR WOOD BASE (SEE DETAIL 2/D3) PER MANUFACTURER SPECIFICATIONS 4 Q INSULATION -a M R-VALUES z 04 REBAR 48' LONG PRECAST SILL w (v Q }_ W p W/6' HOOK ® 24' O.G., EMBED. STRAP VERIFY (1) 05 RESAR VERTICALLY z Q Z .4 -A 1:� MIN. 24' IN SLAB W/ TRUSS PLAN W/ CONC. POURED CELL a ry 2'-0" (MIN. V THICK, 3 COAT 4 Ix2 P.T. FURRING STRIPS ro O SLAB) PORTLAND CEMENT 16' O.C. PLASTER APPLIED DIRECTLY TO MASONRY - I 8' CMU F WALL s I ° 1/2' GYP. WL. BD, , 4' GONG, REINF. W/ 6'x6' 2—STORY GABLE WOOD BASE SECTION WIAXW1.40 WI ON 6-MIL POLY FIRST FLOOR WOOD ---:_ ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL BLOCK SECOND~~ FRAME TO; TE TERMITE TREATMENT SHALL BE 1 A FLOOR FRAME O 1 B LOCK WALL 6° 6°' 6" 6°el 2'—m° RA -CARE (3) 05 REBAR ON CHAIRS SCALE: 3/4'=1'-0' a e A R C H I T E C T S 6 GroMO. n. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngroupmm AA #: 0003325 J F w U w 0 y 0 IN 9iTmm a LOT SILVERADO LOT #23 BLK#1 0441128 000-23001 MODS 4EBB "1828—CALI" GAPLAGE SWING: LEFT PAGIC: MONOLITHIC 2—STORY 1— HR WALL SECTIONS & NOTES 150 MPH EXP. B ARCF fTECT- ST OF FLORDA DRuff -1 A11/3/16 SC,%X 1/4"=1'-0" altmw D411h., 100 PRECAST NEADER(MM) 2 X 4 (MIN 2 X 3) 1.3/I6 TAPCON OR DRIVE PM (MIN SHANK SIZEJ45 MIN HEAD SIZE 300 MIN EMBEDMENT 11149 8' FROM EACH END AND IB' 3' Of. MAX MIN 1-1/4' EMBEDMENT .. w 2 X 6 MIN 2 X 3) 2-3/16 TAPCON 2z OR DRIVE PM (MIN SHANK SUE.149 1- MIN 14EAD SIZE 300 MM EMBEDMENT 1 I/4'J 8' FROM EACH END AND IB' OL. MAX. MIN I-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2.3/I6 TAPCON OR DRIVE PIN (MIN SHA K SIZEJ49 MIN HEAD SIZE 300 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SEA TO SHEATHING W/ e' FROM EACH END AND IS' MIN. 2-lid PER SLK EA. END OL. MAX. MIN 1-1/4' EMBEDMENT l/16' OSB SHEATHING CMU WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: I/2'•I'-0' DBL. TOP PLATE 2X4 I6. OL. MAX. SECURE 2X4 TO WOOD W/1-I2d 6'-B' OC, STAGGERED SECURE 2X4 W/ 2.)W TAPCONS OR DRIVE PM (MIN SHANK SIZE J45 MIN. HEAD SIZE 300 MIN E S' EDA.EErNdoT INy'OT O ARCHWAY EXCEED IS' O.C. MAX 2X4 SOLID ET.PLATE BLOCKING SECURE 1/2'PLYWOOD- TO &ffATHMG WITH OR TAG' OSV. MIN. 2-I2d PER ELK EA. END 3 'XTERIOR ARCHWAY SCALE: IRE'• I' -0' 0 l,W OSB. OR iIy PLYLLOOD SHEATHING (D -0 SLOG FELT O 24WIDE 26 GA. GALVANIZED METAL FLASHING O MIST ADD DBTO, 36' WIDE AND AND MIST BE A MIN 24' WIDE METAL. O5 FIBERGLASS SHINGLES TRJBB 91MP8C I/2' CLG. BOARD 4 TEXT. SP4 SIMPSON 9P4 2X4 DBL. TOP PLATE EVERY s EVERY 1/2' DRYWALL OTHER OTHER STUD 2X4 WOOD STUDS s16' OC„ STIm UNO. ON TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL 7X4 PT. PLATE SIMPS d S1-4 s 32' OC. MAX 1/2'XS' AS. 32' OC. SLAB z s'. coNr. 1—STORY 6 INT. BEARING WALL SCALE: I/2'• I'-0' NOTE: FOR WALLS WNO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. DBL. TOP PLATE 2X4 16' OL. MAX SECURE 2X4 W/ 2-V TAPCONB OR DRIVE PM (MIN. SHANK SIZE AS MIN HEAD SIZE 300 MIN. EMBEDMENT I V WAN S' EA. END NOT TO EXCEED 10' OC. MAX 2X4 SOUK BLOCKING SECLM TO BREATHING WITH MIN 2-I2d PER BLK EA END EXTERIOR ARCHWAY PRECAST HEADEWMIN) 2 X 4 MIN 2 X 3) I-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZEAS MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') B' FROM EACH ENO AND IS- OC. MAX MIN 1- 1/4' EMBEDMENT 2 X 6 MIN 2 X 3) 2-3Ab TAPCON OR DRIVE PM MRK IN SHASIZE145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AN 10' OC MAX MIN -I/4' EMBEDMENTX 8 MIN 2 X 3) 2-3/I6 TAPCON OR DRIVE PIN MIN SWANK 51M.149 MIN HEAD SIZE 300 1/16. COS SHEATHING IN EMBEDMENT 1 1/4') M— 2X4 I6' OL. MAX. 8' FROM EACH END AND S' MA OVER 16' IN HEIGHT.) D.C. MAX. MIN I-I14' EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING W/ MIN. 2-I2d PER BLK. EA END ARCHWAY DETAIL 4 16 AND UP SCALE: 1/2'=I'-O' rr-1CLOSED VALLEY FLASHING DETAIL DOUBLE TOP PLATE 2x4 CONTNNOUS STRESS BLOCKING MID WALL 2.4 STUDS s I6' OL. MAX, Un j' T 1 G SUSFLOOR GLUED AND 81-PMWED AS PER FASTENER SCHEDULE 15t FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON META-36 s 32' OL. MAX VFRE-ENG FLOOR TRUSS DOUBLE TOP PLATE 2x4 CONTNNOUS STRESS BLOCKING MID WALL 2.4 STUDS s IS' O.G. MAX, UIOIIL IRE' GYP. ILL. BD, SECURE BT. PLATE TO SLAB W/ I'x8' ANCHOR BOLT W/ Y WASHER SET IN SIMP60N HIGH STRENGTH EPDXY 7EMBED. MIN • BIMPSCN S1-4 s 32' O.C. MAX r;11NT. 2-STORY L.B.W. SCALE: I/I'•1'-0' PRE-ENG TRUSSES OR CONY, FRAMED RAFTERS OSB. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCURE BETWEEN TRUSS BAYS W/ (3) 12d'e EACH END 2x DOUBLE TOP PLATE STUDS • I6. OG. MTS-12 • EVER STUD 2X4 ST. PLATE DORMER 8 ATTACHMENT SCALE, 1/2'•1'-0' DBL. TOP PLATE SECURE 2 X RIP TO FIT W/2-12dS 6--0. OL. MAX. 1/8' TEXTURED FINISH T/I6' OSB BFEATHMG 2 X 4 16. Or- MAX (WEN OVER 16' IN HIEGHTJ 2 X 4 (WHEN OVER 16' IN 141EG4TJ 1/4'TEMPERED MASONRE GLUE 1 NAIL W/8d'S S'-12' OC. IF NEEDED. 2 X SOLID BLKYx • ARCH SECURE W/2-12d EACH END ATTACHIENT PER MANIFACTURER'S SPECS. MTL WOW FRAME MOTE: NO GAP s WDW FRAME TO EXCEED V4' �1 ARCHWAY DETAIL CUTAWAY � SCALE: I/2'•I'-0' 2 X 4 (MIN 2 X 3) 1-3/16 TAPOON OR DRIVE PM MIN SHANC SIZEJ45 MINHEAD SIZE 300 MM EMBEDMENT 11/4') S' FROM EACH END AND 10' EXISTING BLK ASV. O.C. MAX MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/I6 TAPCCN 1/8' TEXTURED FINISH OR DR VE PIN MIN SHANK SIZE.145 MM HEAD SIZE 300 l/I6' OSB SHEATHING MIN EMBEDMENT 1 1/4') 2 X 4 Ib' O.C. MAX. S' FROM EACH END AND 10' (WHEN OVER 16' IN HEIGHT.) O.C. MAX. MIN -V4' EMREDMENf 2 X 4 (WHEN OVER I6' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 16' IN HEIGHT.) OR DRIVE PM (MIN SHANK SIZEJ45 MIN HEAD SIZE 00 MIN EMBEDMENT 1 1149 2 X SOLID BLKYE s ARCH SECURE W/2-I2d EACH END B' FROM EACH END AND IS' ATTACHMENT PER O.C. MAX. MIN 1-114' EMBEDMENT MANFACTURER'S SPEC'S. MTL WDW FRAME 1/4- TEMPERED MASONITE 'NOTE: NO GAP • UDUU FRAME GLUE . NAIL W/8d'S S'-12' 0LC TO EXCEED 114' F NEEDED. ARCHWAY DETAIL B CUTAWAY SC4E: IRE'=1'-0' ASPHALT SHINGLES OVER W FELT ON 1/16' OSB. PRE-ENG GABLE TRUSS SPF STFFBACK (BEE SEALD ENG. PACK FOR SIZE . CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES WIERE 'X' BRACING IS PRESENT CONT, 2.4 SPF RAT RN ' SECURED UU/ (2) 12d'4 s EACH TRUSS (2)2.4 4 S.YP. DIAGONAL SPACE W/ l3) 12d'e s EACH TRUSS (DIAGONAL X-BRACING TO COVER B-TRUSSES j' GYPSUM BOARD OR I' HIGH STRENGTH CLG, NOTE: BOARD DIAGONAL BRACE s CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE s ANY SPAN V-0' OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-O' (1) X-BRACE 30'-I' TO 60'-0' (3) X•BRACE lU X-BRACE s CENTER AND (2) BRACE DIVIDED EOUALY FROM CENTER TO END GABLE X-BRACING SCALE: IR'•I'•0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4)10d GUN NAILS Ixb COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2. RAFTERS Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) led GUN NAILS s EA. TRUSS' RAFTER TO TRUSS NTS-12 CRATE VOID FOR STRAP ROOF DECKING OVER PRE-ENG TRUSSES FRE-ENG. TRUSS ALTERNATE C&Nffi0IC)N MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES FIBERGLASS SHINGLES OVER -0 FELT ON 1/16' 08B. �nZCONV. FRAMED ROOF SCALE: IR'•I'-0' 0'-0' TO 30'-0' (1) X- BRACE 30'-I' TO 60'-0' (3)'X' BRACE (I 'X' BRACE a CENTER) (2 'X' BRACE DIVIDED ECIUALY FROM CENTER TO END) (2) 2X4 •L SYP DIAGONAIL BRACE —/ W/ 3-I2d s EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING UWrRE 'X' BRACING IS PRESENT (2) 10d NAILS EA END TO TRUSS SFF STFFBACK (SEE SEALO ENG. PACK FOR SIZE ! CONNECTION) 1/16' 08B BREATHING — USE Sol NAILS AT 4' oz. EDGE 4 0' — FIELD 2X4 W/ 3/8' X 5 LAG s32. OC. OR 91MPSCN META-24 s 32` O.C. SHEATHING NAILING TO BE / 6'-e' OL. IN FIELD 4' OL.sALL EDGES W/8d NAILS TRUSS 24' oz. 1/2' CLG. BOARD NAIL CONT. RAT RUN TO TRUSS W/ (2) I2d s EA. TRUSS 2X4 GYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' O.C. MAX. 2-STORY GABLE END CROSS BRACING SCALE: 1/2'•1'-0- • 1115 UPLIFT SIMPSOM HTSM20 W/10 i0d TO TRIBS AND (4) I/4' x 2 1/4' TAPC04S TO CONT POURED LINTEL • 2350 UPLIFT M2 f2) SIMPSOM HTSO INSTALLED ON OPPOSITE FACES OF BLOCK WALL WAO hod TO TRU9B AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM CONS (�)TRUSS ANCHOR RETROFIT NI.J. 12' Z FINISH e LANDING L 3/4' PLYWOOD F.F. - z � - -- - DBL 2X6 � --- 36" 1"IIN. FINISH I 3/4' PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED THRU 3/, FINISH g LANDING PLYWOOD INTO 3/4' PLYWOOD FF. , EACH STRINGER 3-2X12 SYP STRINGER ' DBL 2XI2 REINFORCED W/2X4 SPFOR JOIST W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL-400 OR SIMILAR a EA HORIZONTAL RUN SECURE TREADS TO STRINGER WK3r18 3' SCREWS 0 EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) MIN. TREAD 10', MAX. RISER �-3/4. 3/16' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR GROSS SECTION DIA. TO BE 1 3/4' --1/4'OR PROVIDE EQUIVALENT GRASPAB I L I TY WINDERS- MIN. ro' WIDE 6 NARROW END MIN. 11' WIDTH ® 12' FROM NARROW END 34' MIN. HANDRAIL HGT. 2XI2 TREAD CUT TO FIT IX8�RISER m° z �HAND RAIL °u0 1/2 DRYWALL IXIO TRIM I" NOSING TTP. (3) 106 GUT NAILS a 2X4 P.T. X SLEEPER INTO m SLAB 3 STAIR SECTION DETAILS SCALE: 3/4' = I'-0- a o e rr J r e e r a r„ 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32760 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 w ti V w O N� 2 O F O ti 0 aUBDIV a IAT: SILVERADO LOT #23 BLK #1 PROJMT,p 04128.000-23001 MODEI, 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE: MISC. DETAILS 150 MPH EV B ARCHITECT: STATE OF FLORIDA I DP 11/3�16 SCAB: 1 /4"=1'- 0" 8 D of 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 15279-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5891-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR FL 10758-116 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR FL 10477-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13192-114 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13223-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13265-112 FL 4103-118 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @ WW W.FLORIDABUILDING.ORG CONTROL DATE: 05-19-1 A R C H IT E C T 6"1 6 mIn Grol ln.. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 F V h a 0 a 4 SILVERADO LOT #23 BLK #1 ]PIROJECTIP 04128.000-23001 HODEIi 4EBB "1828—CALI" GARAGE SUING: LEFT PAGE: PRODUCT APPROVAL LISTING 150 MPH EXP. B ARCHITECT-. STATE OF FLORDA DA 11/3/16 sCAtm 1/4"=1'-0" SBEET D6 NOTE: APPROVED BUILDING WRAP OF 4'x4' SELF -ADHERING MEMBRANE 6' SHALL (ROLL S. a VERTICAL LAPPED A TICAL LAPS (RROLL FLASHING (COMPATIBLE W/ HOUSE ENDS) 4 6' HORIZONTAL LAPS. WRAP MATERIAL) OVER 4• ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE P APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PPE / \ V OR LESS PIPE - 6'x6' SELF -ADHERING MEMBRANE RE:ORrtED CONTROL JOINT �' THICK, 3 COAT CEMENT / PENETRATION FLASHING (COMPATIBLE W/ HOUSE -AWE OF CONTROL JOINTS T / ' \ PLASTER / \ WRAP MADHERMGIMEMBRANE E WIRED TIED TO LATH • S' U1R6 LAYER -2, FORTIFIBER FLASHNG OVER APPROVED L. MAX [vERTJ. HPI€ DO BUILDNG PAPER / P . nETAL L— \ OT FASTEN CONTROL JOINT TO �` { FLI HOUSE PTO EXTEND ONTO PIPE VqI.L EVEN IF STUD EXISTS €YOND EXCEPT STAPLES W/ APPROVED FETAL LATH i..nµ X X ' ,'LEG MAY BE USED TO TEMP. FASTENED -I' (VERT.) O.C. MAX T ECURE CONTROL JOINT AT SUPPORTS *6XIIN X X URING INSTALLATION CUT AND OVERLAP CNE SIDE OF LLRB LAYER 'I, y METAL LATH SELF -ADHERING MEMBRANE CUT AND OVERLAP ONE SIDE OF 11 1TOG. MAXRTO 5E9PACED STUCCO WRAP FLASHING STEP ry STEP 02 � HERNJG MEMISRAJE WOOD SHEATHINGWRB LAYER �, J' THICK, 3 COAT CEMENT ORB LAYER �,STUCCO WRAP PLASTER STUCCO WRAP MIN RLAP aElay auLr METWRIS LAYER4, FORTIFIBER - URB LAYER -1, PORTFIBER \B LAYER 7, FORTFIBER/ I BUILDING PAPER -- �IIf.RII�.eAP�4 PER BUILDING PAPER \ / STU LAYER 1 - 6'x6' SELF -ADHERING MEMBRA•IE i STUCCO WRAP FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE k To I• I INSTALL FASTENERS (CLIPS. FLASHING OVER APPROVED .TH SHALL NOT nP nw WOOD SHEATHING STRAPS, STAPLES) AS - MOUSE LLR4P. CONTINL N c niN_e REQUIREDTO SECURE TO FRAMING FLASHING TO EXTEND ONTO PIPE MIN ROUGH CONTROL "-- -- — - -- 4'x4' SELF -ADHERING MEMBRANE ANTS BUT SHALL - - -- FLASHING OVER APPROVED AND HOUSE WRAP. :D AT EACH SIDE. N LAT. — FLA9NINC. TTO EMEND ONTO PIPE iR ASTM CI063 PROVIDE ]X4 BLOCKING AP �a ove a).4 PLACED FLAT MAX. b' TO 8' ALL TAP R \ cCG T�L JOINT FALLS ONN VAPER LAP —V coNT. BEAD OF SEALANT 2IF— STRUCTURAL STUD 2 SCALE: 111--I'-0' -INSTALL APPROVED HOUSEWRAP AIR 'ASTENERS FOR LATH TO BE NAILS O\R �. i / ---- AMET IN ES TOO BE (NO. COMPLIANCE 1 AST5 063 / INFILTRATION BARRIER OVER 9HEATHMCa BLOCKING SHOWN MAY BE IN ADDITI(7 \ ELASTCMERIC COATING OVER STUCCO/ WALL STUDS 1410=IRED PER PLAN C.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL - -- WOOD STUDS SECTION PER FW RM.&01 Eately Whhg aM alaWrir� NOTE, SHEATHING Erirbr andpoltlaMoomaNplaebr, SIDE LAPS OF METAL shal comply wNhI* aOPUTAIon PLASTER BASES SHALL regdranama dASTM C 92&11A BE SECURED TO BUILDNG Insla0a0on da#arlor IsMing and framing O"M" TYPE CONTROL JOINT 7H4EYY SSHHALLL SE TIED PAPER 6`qp - obeli mrllPly wqh ASTM G tf163-11A_ BETWEEN SUPPORTS WITH 00415-114. 021-MM) STUCCO K• LAP . LATIL WIRE AT INTERVALS NOT 3 LAP .PAPER MORE THAN S' (22S-MM). AS PER ASTM C1063 OL FOLD NW41®a PT. A O I. FOLD N➢MD . M. A ®�D 'QPa—.--B KICKOUT NOTE: FOR REPAIR OF TEARS I P N T R>4 T (ON D T>4 110 ® HORIZONTAL LATH DETAIL M Y B LAYERS, TEARS MAY O PATCHED & PAPER DETAIL 3 PERUSE WRAP TAPE N.T.S. riA STI OPEC. OR `�ry F0.D FEEL N STICK I `{ !! O1. FOLD AWARD • ® I. FOLD NW4RD . PT. A PT. A 9. CREA6E . PT. C 6 FOLD PT. c DER PT. B TILL PT. FLll C TOIOVE B E'QT(OM ANGE I I r;r ® ®FDLv • T1' FL T FLANGE )INTER TNFtt SEAL. FOLD. = Hal GUr. i' THICK, 3 COAT CEMENT PLASTER WRB LAYER -2, FOFZTF15ER BUILDING PAPER WRB LAYER -1, STUCCO WRAP LAP LAYERD OF BINWDNG LLRAP OVER NA I RANGE, 6TOP e•yp• waa e�a2s.I M ABOVE eNFYiE6 a�. 5.9 WALL K—M 7. I- Qo r B RA611e1G (6EE \ DETAIL) DETAIL) �..,a \ e FELT INDETiAYFENi �-- WATER TIGHt REAL (BEND OR BOLDER DO NOT �T BMIYIE pCLPa1G ��D TTQY �NG AT BO T`— WALL M AT DRIP EDGE, OVER.AP 9'. EXTEND IR' BELGLI FA8M 4G. tEOHANIOALLY FASTEN ' OL. MAX F40OIA UIPAP NOD SHEATHING ,B LAYER *I, JCCO WRAP 17HICK, 3 COAT CEMENT ASTER TAL LATH P WRB d TAPE OVER )OF/WALL SCREED <5' 'L' TYPE CONTINUOUS �LV. METAL FLASHING AIL TO ROOF DECK, NOT ,LL SHEATHING) 4P SHINGLE - DO NOT NAIL, STALL WITH ROOF CEMENT 41NGLE ROOFING O"L" FLASHING N.T.S. DRAINAGE PLANE (UJRB LAVER #I, STUCCO WRAF) WRB LAYER #2 (FORTIFIBEiR — — — — — — BUILDIN(S; FAFER) METAL LATH X—X—X—X STUCCO WOOD SHEATHING Zl2Z=-Z= SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R-10310.1 / ASTM C-84-1-12, MIN- 2.5 1-155. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5FECIFICATIONS) ARC R I T E C T S Design Gi fn�. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W y W W O 4 a 4 F ti 0 A E XMDIV. de LOTS SILVERADO LOT #23 BLK #1 PROJWTIP 04128.000-23001 MODELc 4EBB "1828—CALI" GARAGE 9r11ING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT STATE OF FLOR DA DATM: 11/3/16 OCAXM 1/4"=1'-0" 8 WA1 I � BACKER ROD BACKER ROD INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEOUENCE OF FLASHING TO BE: 1. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,4' CAULKING e JOINT ALL AROUND PER FBC R703.6.01 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-11 A. Installation of exterior lathing and framing shall comply with ASTM C 1063-11 A. WRB LAYER -1, II X STUCCO WRAP ,X HOODED VENT X THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING 6 A DRYER VENT ( FRAME) WOOD SHEATHING WRB LAYER •I, STUCCO WRAP WRB LAYER -2, FORTIF15ER BUILDING. PAPER WOOD — CCNSTUCTION —METAL LATH a' CMU VINYL CASING BEAD 6' RAISED BAND V TO %' MID -WALL EEP 9CLLE�EZED 61 WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT �C HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK�TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO � TI WOOD SHEATHING P�T�� SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R-103.6.1 / ASTM C-841-12, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT a TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAF'EF OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESI' FLASHING (INSTA PER MANUF. SPE BUILDING PAPE UNDER 'QUICK FI ADVENT PENETRATION t� SCALE: N.T.S. ELEC. METED VERIFY LO /ArCtA I V r t=_=l Vt STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER 9' THICK, 3 COAT CEMENT PLASTER Ye' TO %' MID -WALL WEEP SCREED � ' " SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME) CAVITY TO BE FILLED WITH RIGID POLYMERIC 150CYANOTE-POLYBLEND FOAM -('GREAT STUFF" OR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HCUSEWRAP BELOW CUT SUCH THA4 NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z OVER 60 MI GRADE 'D, FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING WRB LATER -1, STUCCO WRAP LAYER .2, FORTIFfBER BUILDING PAPER METAL LATH WOOD T/9' TEXTURED CONSTRUCTION FINISH • WOOD FASTEN TO WOOD STRJCTURAL MEMBER • T' O.G. MAX 8' CMU V TO %' MID -WALL WEEP 51-NEED EJ • 6' WIDE STRIP SELF ----- ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH s MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO BLOCK 5TEP #1 STEP #3 WRB LAYER •I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING X MEMBRANE FLASHING. APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER ry STEP #2 WRB LAYER •I, STUCCO WRAP APPLY bm MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEU)RAP WRB LAYER 02, FORTIFIBER BUILDING PAPER STE #4 ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) 2 METAL LATH STEP #� 5TEP #ro OELECTRICAL RECEPTACLE A R C N I T E C T E 6 Design Grou ln�. L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngrou p.00m AA 8: 0003325 w ti w Chi w 0 4 Chi W O a U A BVHDIV. Ae LOT SILVERADO LOT #23 BLK #1 PROJECT 04128. 001- 23001 MODEL: 4EBB "1828- CALI" GARAGE B'VF MG: LEFT PAGE WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT STATE OF FLOFl�A J � 11/3/16 SCALE: 1 /4"=1' - 0" slim= WA2 n�.p7 WOOD CONSTRUCTION 3'i HAT CHANNEL W/a/e' TYPE 'X' DRYWALL WOOD SHEATHING p WRB LAYER •I, STUCCO WRAP THICK, 3 COAT CEMENT PLASTER WRB LAYER M, r STUCCO WRAP AMICO AM6('-WFWC-'1w CUSTOM CASING BEAD WRB LAYER "I, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER 6' SAP. a TOP OF WEEP 51-REED TO SHEATHING BEHIND VEEP SCREED 4' POSITIVE DRAIN WEEP SCREED 6'SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW `� WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIFIEE i BUILDING PAPER 6'SELF-ADHEREING FLASHING WRAPPED n GORIER CF CANTILEVER 4' I WEEP POSITIVE DRAIN SCREED NO GAP INFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR CASING 1OA BEAD DTL. @) CANT. SCALE: 1 1/2' =1'-O' NOTE: METAL LATH: LATH TO BE PER FBC R7103.6"1 / ASTM C-84-1-12, MIN. 2.5 LBS. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET Sf=ECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER el 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 2 J' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL METAL LATH W/TEXTURED t PAINTED WOOD SHEATHING FINISH THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER VINYL CORNER BEAD _ 4' POSITIVE DRAIN - WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR DRIP EDGE 11D INSTALLATION 5/6' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH I' THICK, 3 COAT CEMENT PLASTER VINYL CASING BEAD WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE BARRIER 2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM SEPARATE ACCESSORII @DRIP EDGE INSTALLATION EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRU55 -� UJEAT14ER RESISTIVE BARRIER •1-� WEATHER RESISTIVE - BARRIER -2 THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING y EXTERIOR GRADE DRY WALL 4' 1-051TIVE DRAIN THICK, 3 COAT CEME WEEP SCREE IVINYL r�E I PLASTER CORNER BEAD D NO GAP IN FIELD VINYL CASING BEAD (SHCWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE CURB LAYER #I, STUCCO WRAP) URB LAYER #2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO UOOD SHEATHINCs SELF-ADHESIVE FLASHING FINISH LAYER (2 LAYER PEEL t STICK) 6' PEEL t STICK o DRIP EDGE TO DECK I �'Xl %' P.T. OR SIMULATED WOOD (TREX) FILLER, CONTINUOUS ,, WATER PROOFING let LAYER (2 LAYER PEEL ,t�. STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 6' PEEL t STICK s� DRIP EDGE TO DECK --� i, SUB FLOOR \: I YFXI 9'4 P.T. OR SIMULAT WOOD (TREX) FILLER, CONTINUOUS Y4 GAP FOR BACKER ROD t SEALANT FINISH LAYER (2 LAYER PEEL t STICK) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )4' MIN. SPACE FROM DRIP FACE TO TREX ' Yn' GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD ii WEATHER RESISTIVE i BARRIER -1 ' WEATHER RESISTIVE i BARRIER 2 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X V 26 GA. GALV. \ METAL DRIP EDGE I SET IN FULL BED OF cp 'SEALANT,)$' MIN. i SPACE FROM DRIP ! FACE TO TREX WATER PROOFING let LAYER (2 LAYER PEEL t STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER J' THICK, -3 GOAT C-E+SNT- PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER -1 WEATHER RE515TIVE VINYL CASING BEAD ­' NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 0 01—HOUR BALCONY DRIP EDGE INSTALLATION Y4 GAP FOR BACKER I u ROD t SEALANT = Il VINYL CASING BEAD ! i )F WATER PROOFNG let LAYER (2 LAYER PEEL t STICK) rrer.aea \ \PEEL t WOOD SHEATHING yOLUMN SHEATHING WEATHER RESISTIVE BARRIER m WEATHER RESISTIVE BARRIER -2 6' SAP. \ , -PEEL t STICK -I X2' x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT �1 IS' X 3' 26 GA GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANTA' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER 9 j WEATHER RESISTIVE BARRIER r2 EXTERIOR COLUMN COLUMN 5HEATHING I X5'XI Yt' P.T. OR 51MUL� WOOD (TREX) FILLER, CONTINUOUS Ys' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED w 3/4 RESILIENT 5/6' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH }' THICK, 3 COAT CEMENT PLASTER 6' SAP. 1 Nz x3' 'L' FLASHING ��FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )4' MIN. SPACE FROM DRIP ,FACE TO TREX VINYL CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL t I STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER THICK, 3 COAT CEMENT PLASTER FETAL LATH WOOD 5HEATHING VINYL GORIER BEAD J / (SHOWN FOR CLARIFICATION OF ANY CASING BEAD : SEPARATE ACCESSORIES ONLY 1—HOUR BALCONY DRIP 11C EDGE INSTALLATION (9COLUMN (W/"L" FLASHING) SCALE: NTS 2x FRAMING MEMBER WRB LAYER w, STUCCO WRAP THICK, 3 COAT CEMENT PLASTER WRB LAYER 2, FORTIFIBER CORNER BEAD BUILDING PAPER FASTENED TO SHEATHING ID l' O.C. MAX. METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 01, r 'SELF -ADHERING STUCCO WRAP FLASHING WOOD SHEATHING i METAL LATH DRIP CAPS WRB LAYER 02, FORTIF15ER BUILDING PAPER WINDOW FLANGE (14 A CORNER BEAD Cap FRAME 2 I/2 �- -� CORNER BEAD (FASTENER 4 SPACING 6 1' O.G.) CMU 5/5' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY DNLY 14B CORNER BEAD � BLOCK WRB LAYER el, STUGG WRAP �, WRB LAYER 2, FOF BUILDING PAPER - METAL LATH —� , THICK, 3 COAT C PLASTER 6'SELF-ADHERIN FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING WRB LAYER •I, STUCCO WRAP x WRB LAYER 2, FORTIFIBER 1: BUILDING PAPER I ' METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) 15B CASING BEAD (E) WINDOW ( FRAME, NO BAND) A R C N I T L C T S 6 Desgn Grou y LONGWOOD, FL32750 �Y PH: 407-7746078 FAX: 407-7744078 w .abdasigngroup.com AA #: 0003326 W y W W 2 0 4 a A F O z eZTmiv. & LOT: SILVERADO LOT #23 BLK #1 0�4128 007-23001 MODEIc 4EBB 1828— CALI" GARAGE S11MG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT- STATE OF FLORIDA 5 DRINT w11/3/16 8CAIa: 1/4"=1'-0" SHEET WA3 WOOD SHEATHING WRB LAYER •I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH 2' THICK, 3 COAT CEMENT PLASTER FLASHING VINYAL ANGLED CASING BEAD � DRIP CAP WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP I t WRB LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED J" THICK, 3 COAT CEMENT vIEW FOR PLASTER CLARITY) WRB LAYER' STUCCO WRAI VINYAL ANC WRB LAYER' BUILDING PA METAL LATH J' THICK, 3 C PLASTER — 6'SELF-ADI FLASHING - DRIP GAP WINDOW FLANGE CASING BEAD C WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING; PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Y' GAP TYP CASING BEAD TO TRIM IX TRIM MEMBER s STUCCO TO - SIDING TRANSITION SIDINGA 1 - WRB LAYER -1, STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2. FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER -1, STUCCO WRAP \-- CASING BEAD 6' SELF-ADHEREINCs FLASHING: OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION \ BEYOND V WOOD SWWD4WG WEATHER RESISTIVE BARRIER'S WEATHER RESISTIVE BARRIER -Y X I )W ILA SIDWG / / \ W / 6' SELF -ADHERING 6' SELF -ADHERING / I / I U- FLASHING FLAWINS L \ WEATHER RESISTIVE BARRIER / \ \ WEATHER RESISTIVE STARTER STRIP \ \ BARRIER -S \\ DO NOT CAULK OR I - y &' SELF-ADHERWG AL - - - - \ �= GALVD METAL GALv'D METAL 'Z' FLASHING 'Z' FLASHING -- - DO NOT CAULK OR b' SIMULATED ( SEA OPENIG UaDTRIM MEMBER STU / \ / I Y' X 6' SIMULATED - I IWOD TRIM MEMBER \,\ - SEAL GAP W/CAULKING OR APPROVED SEALANT J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH WINDOW FRAME ------------------------- SEALANT i' I I i WINDOW FRAME SIDING TO STUCCO I (9) BLOCK TO FRAME I ��� TRANSITION I I I I NOTE; METAL LATH; LATH TO BE PER FBC j R103.6.1 / ASTM C-541-12, MIN. 2.5 LBS. WOOD SHEATHING PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) t f WRB LAYER #I BE � ST TI« ( 1 r STUCCO WR,4P THING— WEATHER RESISTIVE- {I} BARRIER ( i 1. WEATHERRESISTIVE — lll BARRIER -2 UJRB LAYER #2, FORTIF1BER �'Xl%LAPSIDWG W/6 RE AL BUILDING PAPER b' SELF -AD NG - FLASHING METAL LATH STARTER STRIP— u THICK, 3 COAT CEMENT (EXPLODED 8 VIEW FOR PLASTER CLARITY) CASING BEAD @b RAISED S17A_:�i BAND (FRAME) SCALE: 1 1/2'=1'-m' 6' SELF -ADHERING FLASHING / WEATHER RESISTVE \ BARRIER -1 TO LAP 6' MIN. ABOVE TOP 'Z' _ \ OF FLASHING / I Q / Io WEATHER RESISTIVE BARRIER'( z_ \ " _ THER RESISTIVE \ BAARRIER \ \ GALVD METAL I 1 'Z' FLASHING / DO NOT CAULK OR GALVD METAL �� WEATHER RESISTIVE Z' FLASHING BARRIER -1 TO LAP I Ya' X 6' SIMULATED ! b' MIN. ABOVE TOP UIOOD TRIM MEMBER _ OF 'Z' FLA'SHING E-Z BEAD VINYL CASING I Y.' x b' SIMULATED !W/%. FLEXIBLE PVC \ / I WOOD TRIM MEMBER 6'' SELF -ADHERING \{� I .. I I 1 FLASHING LiHERING FLASHING ! \ 7`' THICK 3 AT ! \\ SEAL GAP W/CAULKIW. CEMENT PLASTER I \ �I OR APPROVED SEALANT WEATHER RESISTIVE L.u" WEATHER I=SISTIVE BARRIER M BARRIER 1 WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER �1 !W/",{r' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO WEATHER RESISTIVE ® FRAME TO FRAME BARRIER �1 �� TRANSITION 1J ....... _..... WRB LAYER "2, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING, (W/3/s' FLEXIBLE PVC BACKER ROD) WI LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER (o' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY --------------i ----------------------------------------------- Y," GAP TYP J' THICK, 3 COAT CEMENT CASING BEAD PLASTER TO WINDOW METAL LATH WRB LAYER "2, FORTIFIBER BUILDING PAPER WOOD SHEATHING I i P i i _WRB LAYER •I, STUCCO WRAP I 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING - (W/3/s' FLEXIBLE PVC BACKER ROD) MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ----------------------------------------------------------------------------------------------= -. EZ BEAD WINDOW CASING 16A LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING 2 O� SELF-ADHESIVE FLASHING — A N C N I T E C T S 6 Grou in L /i1Y 6LYU. LONG 0D, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngroup.com AA N. 0003325 F w y w w 0 a O O 0 0 ElVSDIV. Ae LOT. SILVERADO LOT #23 BLK #1 1pmoamTo 04128.000- 23001 MODElc 4EBB 1828— CALI" GA -&G3C 91rING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT; - STATE OF FLORIDA P TM D11/3/16 SCALE: 1 /4"=1'- 0" 3*1mzT WAS A R C B I T E C T 5 CUT HOUSEWR, AT 45' ANGLE MODIFIED 11• CUT IN HOUSELLRAP LINE OF L OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I INSTALL 6' SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL V BELOW 6 FLEXIBLE DO NOT BE FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWZAP (0 TUCK FLAP UND at HEAD FOLD HOUSEW IN AT JAMBS / SLOPE SILL R NSTALL 6' SELF-ADHE °LASHING C VINYL HEAT =LASHING l DAMS) NAIL -LANCE EXTEND SELF-ADHE =LASHING I' BEYOND J, 'LASHING NSTALL vIR CAP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE FOLD DOWN DIAGC ACRO WINDO iPPLY %• NOM. :ONTIN000S BE. P SEALANT AT AMBS AND HE, IPPLY TO BAG IINDOW NAILING LANCE IN LINE IRE -PUNCHED TOLES OR SLOI 11DE ADHESIVE — :XIBLE FLASHING VER DRIP CAP 'ECTO-WRAP EQUIv) WINDOW FLASHING INSTALLATION DETAILS 1� O (FULL WRAP) 5C,4LE: NTS STEP 9 INSTALL PLUMB,L AND SOL MANUFAC WRITTEN INSTRUCI —APPLY MEMBRANE FLASHING OVER JOINT NOTE I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY ' THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HCUSEWRAP, SEALANTS t SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. ii12. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT CIMPATIBLE. � NOTE: — -- -�� CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1155 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK I NOTE: REPAIR SCHEME SHOWN SHALL BE . IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING -� Nam_ SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT Design Grou .2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroop.c AA #: 0003326 y w W 0 c, h W A F C ti oumrv. dt LOT. SILVERADO LOT #23 BLK #1 PROJSC 04128.00 -23001 1tODSL: 4EBB "1828- CALI" GARAGE 81T WO: LEFT PADS: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B ARCHITECT STATE OF FLOMA v A / DATM 11/3/16 BCALS: 1/4"=1'-0" SKEET tl tl A5