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HomeMy WebLinkAbout6517 Wagon Trail Sta7 A R C R i T R C T E S7-� Den 60y�h [ 6 4EBB si GI'Ou�'N�F 9 ) 441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com A JAA M: 0003325 vk �y 1 ALL WORK st4 CODES FT_.-z*` AELlNG NAT10NA y'_Et " 1 Tom. tic , - ANDTHE C1-ry f ORDINANCES 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS CERTIFIED BUILDING CONTRACTOR: •FLORIDA BUILDING CODE, RESIDENTIAL, ABVABOVE LAY. LAVATORY REV. DATE DESCRIPTION SHEET H DESCRIPTION 5TH EDITION (2014) A/C AIR CONDITIONING LUM. LUMINOUS ADT. ADJUSTABLE Y.C. MEDICINE CABINET • ALL LOCAL AND STATE CODES ALT. ALTERNATE MFR. MANUFACTURER PG Cl—COVER PAGE AV ERAGE IMUM D.R. HORTON HOMES BD. BBOARDD MMTTD. MOUNTED PG GN—GENERAL NOTES • OCCUPANCY — RESIDENTIAL, GROUP R3 cL CENTER LINE MTL METAL PG 1 —FOUNDATION PLAN 12602 TELECOM DRIVE •CONSTRUCTION TYPE — VB CAB, CABLE N.T.S. NOT TO SCALE PG IA —DOWEL PLAN • YIN. INTERIOR FINISH — CLASS B CLD. Cmm O.C. ON CENTER TAMPA, FL 33637 • BASIC WIND SPEED — Vult=150 MPH CLR. CLUB PL PROPERTY LINE PG 1B—UNTEL PG 1B.1 SAFE LOADS SCHEDULE TEL: (813) 740-9720 Vasd=116 MPH CPT. CONCRETE P.B. PUSH BUTTON CPT. CARPET AMI PI PHONE PG 2 —FLOOR PLAN FAX: (813) 740-9715 •�0 _ B G.T. DRYER THE PLY. PLATE YW •1—STORY RESIDENCE D• DRIVER PP. PLYWOOD PG 3C—ELEVATON "C" •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL DBL DOUBLE P. PAIR PG 4C—FRAMING PLAN ELEVATION "C" D.C. DUAL CLAZBD P.T. PRBSSURE TREATED AND STATE CODES DIA DIAMETER R. RISER PG 4.1—CONNECTOR SCHEDULE DIN. DIMENSION BAD, RADIUS PG 5—ELECTRICAL PLAN • STATE OF FLORIDA P � REF. REFRIGEG RETURNRATOR PG 6—MECHANICAL PLAN PROFESSIONAL ARCHITECT: Ds. DDOOR OWNSPOUT ED. BOUGH OPENING RM. ROOM PG DI —MONOLITHIC FOUNDATION DETAILS/SECTIONS I. DETAIL S.D. SMOTE DETECTOR PG D2—MISC. DETAILS ROLAND A. ABOUCHACRA D.W. DISHWASHER S.H. SINGLE HUNG PG D3—MONOLITHIC 1—STORY WALL SECTIONS & NOTES AR NO. 93723 EA EACH SHEETSHEET PG PG D5—M SCODETIAILS STORY WALL SECTIONS &NOTES BLEVA. ELEVATION SITYHG. SHEATHING SQ.FT. CALC.'S IQ EQUAL sm SHOWER EM EXHAUST SDI. SIMILAR PG D6—PRODUCT APPROVAL A.B. DESIGN GROUP, INC. W. EMOR SL SLIDING PG WAi—WALL ASSEMBLY DETAILS 1441 NORTH RONALD REAGAN BLVD. L'v'N. 1828 5Q. FT. P.G./Fx . FLED GLASS SLGL I> STANDARD SS PG WA2—WALL ASSEMBLY DETAILS GARAGE 43060 FT. F.C. FUEL GAS s s STAND WALL PG WA3—WALL ASSEMBLY DETAILS LONGWOOD, FLORIDA 32750 � 19, 60. FT. FFLI FINISH FLOOR SECTION PG WA4—WALL ASSEMBLY DETAILS Tel: (407) 774-6078 TOTAL 2362 SQ. FT. PR. � nUORSCENT SC SOLID CON PG WA5—WALL ASSEMBLY DETAILS —WINDOW FLASHING DR. FRENCH DOOR TEMP. TEMPERED GLASS Fax: (407) 774-4078 FIG' 'G THE. THICK PG WA6—WALL ASSEMBLY DETAILS —SUB —BAND GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE TO.P. TOP OF PLATE GAR DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT 7YP. TYPICAL PLAN REVIEW GL Gum uPrXt U.N.O. DINNLESS �OTeo GYP. BD. GYPSUM BOARD Y.P. VAPOR PROOF DATE CHECKED BY: H.B. HOSE BIB W. WASHER 07 08 15 J.M.—FBCR 2014 CODE UPDATE H.C. HOUDW CORE W/ WITH RUN HEADER WD. WOOD HOT. OR HT HEIGHT WDW. WINDOW INSUL INSULATION W/H WATER HEAVER INT. INTERIOR W.I. WROUGHT IRON F y W F O atmDIV. & LOT SILVERADO LOT #21 BLK #6 PROJWT# 04128.000.02161 woDm� 4EBB "1828—CALI" OARAOm 81WWO: RIGHT PAOm: COVER PAGE 150 MPII ,?(P. B DP IN 11/7/17 HCALV. 1/4"=1'—O" silmmT C1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), STH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10, 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 It. ATTICS W/ 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 15 (PSF) C. ROOF LIVE LOADS R301.6 1. '"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 1. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH 11. EXPOSURE CATEGORY B III. WIND DIRECTIONAUTY FACTOR (KD) 0.85 IV, INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS t0.18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK, THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 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. 10, FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.1.2. 12, THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R3025.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R3026: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN /rINCH 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. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3' 0' BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318.11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE '/.'. 4. PROVIDE 61% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED '/.'. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 4021 AG 530 / ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE it OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Fyn =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270.082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb =1,100 PSI Fv =175 PSI E=1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3, LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014) , SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD, 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014), 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116' OSB EXPOSURE-1 OR 1/2' COX PLYWOOD SHEATHING. PROVIDE PANEL -CUPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. SW CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10, FLOOR SHEATHING SHALL BE APA RATED Y" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED, ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1IT CDX PLYWOOD SHEATHING. 12 MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2z STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW, ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN'/.INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 PAINTED WITH A CORROSION RESISTANT POLYMER PAINT, FOR MORTAR JOINT THICKNESS TOLERANCFS_ 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 25W PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (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 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO) 3. WELDED WIRE FABRIC SHALL BE 6" X 6"- WIA X WI A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2 FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER 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 '/V D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS IV 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 (WS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: (.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 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 F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM i1/.' 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 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, e' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, i/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.1la & ASTM-ClD63.12a 3. LATH & ACCESORIES PER ASTM-G1063-1IA & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING -- HORIZONTAL LATH AND PAPER DETAILS -- PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS -- WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS - WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -I IA AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02108117 6 Design Grou 6. L441 K. KVNALU KGA{iAK tSIVU. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdealgngroup.com AA #: 0003325 F y m 0 a 0 F 0 2 likk- -0 8VHDIV. & LOT. SILVERADO LOT #21 BLK #6 P1tOJ80T* 04128.000.02161 MODI 4EBB "1828-CALI" GAP.AGZ BWMG: RIGHT PAGE: GENERAL NOTES 150 MPH EXP. B F_ ARC Ik Dmmm 11/7/17 80ALE: 1 /4"= l'- O" 88L'ffip�T'y- �T �.9 1 V TO 2' VTR 4' VTR KITCHEN Imo• SINK W/ 1�• AUTO VENT � 'p,2 1 1/2'I�l� 1/2. � I I/2� I 3 ,(` 2' TUB I LAv I ' 2.1/2,� I LAV IV 2 I I= I 3' 3' I I V 3• 11/2S"LR I 2, 4 WASHER 2. 2' 4' CO 4' PLUMBING RISER DIAGRAM 24'X24'XI2' CONC, PAD W/3-5 BARS E.W. ON CHAIRS MIN. 3' COVER •� - 4' �gT I LL SLAB W_ j�3 1/2' EXTEND 0 SLAB 1 1/2' KO 5 3 4 w m I I 0'-0' ELEV. Dl FIN. CONC. 5LA15 4' CONC., REINF. W/ 6'xb' WI.4XWIA OLUM ON 6-MIL POLY- ETHYLENE VAPOR RETARDER _ ON UJELL-COMPACTED CLEAN .._ FILL TERMITE TREATMENT SHALL BE BORA-CARE_ 1�' 14' 3' 1 OPT. II JL JL DwJ I REF II SINK r--� ■ II 0 1' PVC CHASE II FOR ELEC. TO ISLAND I B RANGE _ _ I II Lv L--J N T I J %t r\ �r 36'x60' I Swm PAN I M I u M I III SLABEIR I ��\RAA1 � I = 5 I — ■ H}{- CONC. 2JKI WALL 12X6 WALL f I 5 Imo• 4' PVC�� CHASE \ � � P— SLA B -- ■ BOLLARD AS REQ. J \GOND. -AV. DI PER BLDG. CODEEXTEND END PVC. CHASE UP112'OFABOVE COND. CCNC. PAD I m � I SLABE",° r I■ •3 I/2' i 4' B DI 0'-0' ELEV. 1 �■ ■ SLAB $ ( DI I ■ I FIN. CONC. 5LA15 ro s 14'-0" 4 -4 21 4 _ 4 _ --.--._-- SECURE STRAP TO UNIT W! (2) %x1 1/4 . a� FOUNDATION PLANT ROLL STRAP OR EQUAL NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL SECURE STRAP TO MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH CONC EDITION (20I4). SLAB A/C CONNECTION TO PAD NOTE: MAIN COND. OVER HEAD • 12' CONC. W! TAP -CONS DETAIL DRAIN 3/4' DIA. FROM STRUCTURE A R C N I T E C T S Design Grou i�.. 441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PN: 407-774-6078 FAX, 407-7744078 www.abdosigngroup.com AA M. 0003325 F rn w 0 ca, W O F O EiunDIV. to LOT.;' SILVERADO LOT #21 BLK #6 PROJECT* 04128.000.02161 MODAMe 4EBB 1828— CALI" GARAGE BIM90: RIGHT PAGE FOUNDATION PLAN 150 MPH EXP. B lawrZ • , •, I•� D- � 11/7/17 DCALE: 1/4"=1'-0•• SHE= 1 DOWEL PLAN A R C R I T E C T E 1 6 Design Grow 12.. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F N Chi O U y O F OF BL mmm Z LOT. SILVERADO LOT #21 BLK #6 Pa0im" 04128.000.02161 MOaEU 4EBB 1828- CALI" GAP-WM B'WMC&- RIGHT PALM DOWEL PLAN 150 MPH EXP. B ARCHMECT= STATE OF FL�A DA'M 11/7/17 8CALM 1/4"=1'-0" e� 1 A. a L-3 4"T-*q4T@r LINTEL SCHEDULE L- 4 3052- C2) SH (2) 3052-SW EGRESS LINTEL LENGTH TYPE COMMENTS ----------- NO. L 1 1'-4' 8F28-115AT I I g.g CL6, LIVING ROOM 8'-8' CLG. L 2 L 3 4'-b' 8F16-05/IT T-b' 8FI6-IB T L 4 II'-4' BFIb-SAT 1 1 OWNER'S L 5 V-4' 5FIb-15AT I SUITE L b l'-b' SF24-I8/IT 6068 5.GD. B'-8' CLG. L 1 4'-b' SFS-IB/IT ASV. DOOR ASSEMBLY, BOTTOM OF LINTEL ° 8'-0' AFF -- — L_g L 8 L 9 5'-B' Srdb-0B/IT LINTEL SET S' BACK FROM FRONT OF HOUSE DR 1NG OM I I I 00 0. BATH W.LC, a'- GLG. I _ _ I I I I L--� KITCHEN- 8'-8' CLG. I Ii ------ CLG. L__J I PAN. I.. GLG. BDRM. #4/ DEN L_2 qj 11 -8' CLG. Lu �Lu L-2 sw II BDRM.#3 ------ a0 0 O II II II 11 I I L-----� • BATH _ 8'-8' CLG. GARAGE - FOYERS S.-S. c . BDRM•#2+ 8'-8' CLG. 0. I I I 1 L—ry e`�RUg'TV �LR=� (2) 3052-SW EGRESS I _ _ ---- L- -------------------- LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FR Q�/G1 �. GAL MANUFACTURER AS LONG AS THE LINTELS ARE OF E GREATER CAPACITY THAN THE VALUES STATED A R C N I T E 6 T t 6 Design Grou .2. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdesigngroup.com AA 8: 0003325 W y 0 y a F 0 6. sUDDry ae LOT: SILVERADO LOT #21 BLK #6 PROJECT# 04128.000.02161 1[OD� 4EBB "1828- CALI" GARAGE! INWIN0: RIGHT PAGl: LINTEL SCHEDULE 150 MPH EXP. B ARCHITECT- - STATE OF FLORA j; ,V A.ABOUCHACRA ROLAPD AR NO 93723 DA� 11/7/17 SCArJL 1/4"=1'-0" sr�nT JAFE LOAD T,45LES FOR GRAVITY, UPLIFT 4 LATERAL LOADS S" PRECAST 4 PRESTRESSED U-LINTELS AmC4>�.r. GRA V I Tom' TYPE LENGTH aua 8F8-mB BF12-oB I6- 20-0 24- 28- 32- BF8_1B 8F12-19 8FI6-IB 8F20-IB 8F24-IB 8F28-I13 8P32-IB 2'-I0'(34') PRECAST 2302 3166 4413 603E 1526 S004 10412 II93 6 3166 4413 6039 1526 9004 10412 11936 3'-6` C42') PRECAST 2302 3138 3311 4685 6001 1315 8630 9941 3166 4413 6039 1526 S004 10412 11936 4'-0' !48") PRECAST 2029 2325 2496 3461 4438 5410 6384 1358 2646 4413 6039 1526 9004 10412 11936 4'-6' (54') PRECAST 1651 1161 IS13 2651 3403 4149 4896 5644 2110 4021 6039 1526 S004 10412 9668 S'-4' (64') PRECAST 1184 1223 1301 1809 2311 282ro 3336 3846 1665 2889 5051 6096 5400 (0424 1450 PRECAST 912 1000 1059 1414 186E 2304 2121 3131 r 1459 2464 4144 5458 4431 5280 6122 6'-6'C18') PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 8995 6890 !90') PRECAST 161 1029 1615 2385 1994 243E 2886 3333 1029 1615 2610 3839 5596 6613 5041 9'-4' C112') PRECAST 513 632 104E 1469 1210 14S2 1154 2021 1&e 1212 1818 2544 3469 4030 3121 I0'-6'(126') PRECAST 4t,6 402 802 1125 SID 1122 1328 1535 658 1025 1514 2001 2114 3130 2404 il'-4" C136') PRECAST 445 Sea 935 1365 1854 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-0°1144') PRECAST 414 545 864 1254 1689 2014 1510 IBIS 555 864 1254 1693 2211 2832 35.30 I3'-4' (160") PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 2920 14'-0'(168') PRECAST 33$ 381 64S INS 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 PRESTRESSED NR MR MR MR MR MR MR NR 465 165 1310 2045 2VO 3185 3165 15'-4'(184') PRESTRESSED N.R. N.R. MR MR MR NR MR MR 420 695 1250 1855 2310 2890 3410 Il'-4' (2O8')PRESTRESSED NR. N R MR MR MR MR MR MR 310 530 950 1400 IWO 2200 2600 19'-4' (232') PRESTRESSED N.R. MR MR MR MR MR MR MR 240 400 150 1090 1400 1120 2030 21'-4' (256')PRESTRESSED N.R.MR MR MR NR NR NR MR 183 330 610 S40 1340 1180 2110 22'-O'(2(.4')PRESTRPSSED NR MR MR MR MR MR MR MR I60 300 510 610 1250 I660 1910 24'-Ot288') PRESTRESSED NR MR MR MR MR MR MR MR 130 1 240 410 120 1030 1350 1610 MATERIALS I. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM CeO w/ minimum net area compressive strength = ISOO psi. 5. Rebar provided In precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510, 8. Mortar per ASTM C210 type M or S. S' PRECAST 4 PRESTRESSED U-LINTELS CAVIr-441'"" UFL IFT LATERAL TYP LENGTH I 8F8-I 16-1T 20-iT 24-1 28-IT 8F32-IT BU8 8F8 8-2 2-2T in I6-2T 20-2 24-2 28-2 8F32-2T 2'-10'(34') PRECAST 2121 2818 4101 5332 6569 1811 9055 2021 2121 2184 3981 5190 6401 1630 8851 2021 3'-6' (42') PRECAST 21_5 2289 3260 4231 5219 6204 1192 251 25l 2165 2215 3165 4125 5091 606I 1036 4'-0' C48°) PRECAST 1818 1989 2832 3680 4532 5381 6245 93$ 938 1818 1925 2150 3583 4422 5264 6110 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435 3111 3913 4658 5406 5'-4' (64') PRECAST 1393• 1484 2110 2141 3315 4010 41b48 505 505 1393 1431 2050 2610 3293 3920 4549 5'-10'(10') PRECAST 1212• 1351 1%30 2505 3084 3665 4241 418 41$ 1212 1315 ISl5 2441 3010 3583 4151 PRECAST 1141• 1200 1133 2250 2169 32W 3812 10l 881 1141 1182 1684 21S2 2103 3216 3132 "I'-(o' l90')PRECAS7 See, 912 1415 1514 2354 21S1 3240 591 651 990 102E 1466 ISO-12351 2191 3245 9'-4' (112') PRECAST 80I• 612 980 1269 1560 IS52 2144 454 630 8O1 155 1192 1550 19IO 2211 2634 10'-6'C126°) PRECAST 116• 498 193 1021 1261 1496 1131 396 493 116 611 1039 1389 1111 2034 235E ll'-4' (136') PRECAST 666• 439 656 See I104 1305 1515 363 556 666 535 905 1295 1595 189ro 219E 12'-O'C144") PRECAST 601• 400 631 816 loot 1186 1312 340 494 631 486 We 1209 1514 I199 2086 PRECAST 5W- 340 532 686 84I 99l 1153 302 39$ 513 409 682 1004 1361 1631 1891 14'-0'(168") PRECAST 458• 316 493 635 lie S22 1065 28(0 360 548 318 629 S22 1254 1561 1 lei& 14'-8' (116') PRESTRESSED 243 295 45S 59I 124 851 Sw N.R. 351 243 352 582 852 US& 14SI 1142 15'-4' (184') PRESTRESSED 228 218 430 553 ell WI 925 N.R. 321 22S 329 542 191 1012 1351 ibl6 ll'-4' (208')PRESTRESSED ISS 236 361 464 561 blo 114 N.R. 255 I88 216 449 649 814 1121 1389 19'-4' (232') PRESTRESSED 165 201 313 401 490 518 661 N.R. 204 165 239 383 550 136 540 1160 21'-4' f256')PRESTRESSED 145 1S& 218 356 433 512 590 N.R. ll2 142 212 336 411 (035 80l 993 22'-0'(264')PRESTRE56ED 140 ISO 266 343 415 493 568 N.R. 161 131 205 322 451 60-1 111 941 24'-O'(288') PRESTRESSED 121 165 244 312 380 441 515 N.R. 135 124 IS& 290 408 536 680 833 GENERAL NOTES -REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR S' PRECAST W1 2° RECESS DOOR U-LINTELS 11, 411WIll GfRAVITY TYPE LENGTH -015 SWfiV-08 OW14- ID- OW22-08 0RF26- OW30-05 91�6.18 SM10-I15 I OW14-18 NW16-IS 0RF22-115 NW26-0 NW30-10 4'-4' (52') PRECAST 1489 1591 1821 3053 3412 2982 4982 3554 6412 4929 1941 5904 9416 6S8o 10818 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-8' l68') PRECAST 832 1602 1S5O 2059 2566 3015 3585 185 1153 2162 4014 6412 6516 5814 6839 PRECAST l35 Ile 1500 144E 1924 2400 2816 3352 1103 2051 3811 (c412 6516 5450 6411 6'-8' (80') PRECAST 822 901 %11 2933 2516 3223 3612 4522 Sol 1611 2933 4100 6130 Sill 6101 (90') PRECAST 161 1311 2252 1555 2451 2944 3439 665 164 1311 We 3609 5492 6624 5132 V-8' (116') PRECAST 311 420 83d 1253 loll 1342 1614 18e& 535 S29 1491 211E 2618 35SB 2815 15' PRECAST W1 2' RECESS DOOR U-LINTELS t>!h U I L I F T LATERAL TYPE LENGTH 0RF6-IT 8F} IO-IT 01�14-R aRF10-IT 81F1 22-1i BFiF26-1T 81�30-R _2T SWIO.27 SW14-2T OW2-2T 81�22-2T SM6-2 8RF30-2 SRU SRF 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 932 932 1244 ISIS 2339 3110 4006 4S50 5696 4'-6" C54'J PRECAST 1192 15o1 2311 3121 3931 4156 5511 853 II92 1455 2240 3036 3831 4643 5453 853 5'-8' (68') PRECAST 924• 1112 i195 2423 3055 3689 4325 Sol 924 1132 1141 2351 2918 3603 4230 501 PRECAST Be&. 1138 1142 2352 2965 3551 41,38 469 469 896 1099 1690 22W 28SI 3491 4106 6'-8' (80')PRECAST 118 S82 1513 2042 2513 3101 3642 830 II00 118 956 1468 IS81 2509 W35 3563 1'-6' (90') PRECAST 6S8 691 1325 1810 22W 2153 3221 ll0 941 688 54S 1302 I162 2225 2690 3151 9'-8' (116') PRECAST re 7521 533• 433 808 1123 141.3 I104 1995 516 614 533 1009 1369 1128 20S8 24SO TYPE DESIGNATION F =FILLED WITH GROUT / U •UNFILLED QUANTITY OF S REBAR A7 BOTTOM OF LINTEL CAVITY I�1�/1T NOMINAL WIDTH) L QUANTITY OF S NOMINAL HEIGHT REBAR AT TOP SAFE LOAD TABLE NOTES 1. Provide full mortar head and bed ,Joints. 2. Shore filled Ilntela as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels ll'-4' and longer with a nominal height of 8' meet or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. S. Cast -in -place concrete may be provided in composite lintel in Ileu of concrete masonry unite. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR REBAR AT TOP HIN. (1) REQ'D CLEAR J ~ Q� a= J i0 Z _z 1-sia'ACTUAL BOTTOM REINFORCING PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) C.M.U. AR AT BOTTOM rEL CAVITY I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% If bearing length is less than 6-1/2'. Safe loads for all recessed Ilntels based on 8' nominal bearing. 2. N.R. - Not Rated. 3, Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One 01 rebar may be substituted for two 05 rebars in 8' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. S. For composite lintel helghts not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. A R C N IT E C T 3 6 Design Gr% .2. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com - _ AA M: 0003325 F y w 0 h W 0 N 0 z STJHDIV. a LOT. SILVERADO LOT #21 BLK #6 PROJWT# 04128.000.02161 MOD31sa 4EBB "1828—CALI" GAIT wa 8TIM k RIGHT PAGIM LINTEL SCHEDULE 150 MPH EXP. B ARCFingm STATE OF FLORA C" r, / J KL.AND A. A CRA AR NO 93723 DA� 11/7/17 NCALM 8XM= 1B01 CO POMN AND CI AM WTD LOADS MW WIND EIMLIFE: FOR 3 68= GATE G°EWliU BOIINE ZONE ISO LPH W►D INA) IBIAIKB AND TYPE FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA SGD. MIN. 41 5 22/-28 CRITERIA 19,010 O.H.D. 112 5 21/-25 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = f 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 LDAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 07 TOP PLATE @'I m —,k BAR DETAIL A SCALE: I2'•1'-0' I I C2EG55 H (2) 3052-SH I LANAI LIVING ROOM I � � 6068 sGD. = OWNER'S -- — — SUIT ---- -- 8'-8' GLG. DIRIpI�I 8'-8' GLG. 2xs 6 -2" g•-- I'-!f�" 0 q'-V. 9 n - -0. v.- s I� E,:IKITC t�� ii W..0 BATH �I —F_ _ tkSINK DW — L--_—— IR-ISH LAUN i B I m' I I - @ �31 Wi n FK IB iR-isl PAN. b36 M '-8' CLG. b_3 _ _ 3-SH v. a G-- ti� _ BDRM. #4/ DEN I- *m �/R� C.IN. CLG. �l I - DB RM.# 1 v ELI I ris•xsa'-� I ATTIC I L AGGE95 �ii�� 3'-4" b'-8' AV. 3'-8" I� m' 5'-4' BOLLARD AS REQ. PER BLDG. m , BATH 2 i4 B I I= 11 �-- W F�>UIU 8'-8• CLG. I I - CODE 0 _S, C ARAGE 8—e `GCG. GV. ro FOYER BDRM.#2 a 8'-8' CLG. CLG.-8' CLG. 3068 W/ ARCH • 8'-O' -�1 36'XIO' TRANS. li AFF. (ELEV. 'C') ENTRY B C2J 3052-5H EGRE59 — - - -------------------- I I 4'-0' I 3'_101,e 2'-8 4'-4' 21'-4• FLOOR PLAN NOTE: -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). EXTERIOR MASONRY WALL BRG. HEIGHTS BR. SQ.FT. CALC. S LIVING 1826 SQ. FT. GARAGE 430 5Q. FT. ENTRY Ib SQ. FT. LANAI 88 80. FT. TOTAL 2362 SQ. FT. A R C N I T E C T S 6 Design Grou 12. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngmup.com AA k: 0003325 y U W 0 m SunDIV. dt LOT: SILVERADO LOT #21 BLK #6 04128.000.02161 Itoaz+szr 4EBB "1828—CALI" GAP.AGIC OWING: RIGHT PAR31C: FLOOR PLAN 150 MPH EXP. B A N C N I T E C T 8 8'-8' SRG. HCsT. —_ Y I 0'-0' FIN. FLR AREA OF Arnc = 2364 SO, Fr. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA = 2364/300 = 7.88 VENTILATION AREA X SO, INCHES PER FT.(144) = 1134.72 SQ. IN. MIN. REQUIRED VENTILATION = .SX 1134.72 IN UPPER PORTION OF ATTIC - 56736 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SO. IN. PER VENT 56736 /115 TOTALMOF VENTS REQUIRED = 4.83357 TOTAL NOF VENTS PROVIDED - 5 -AREA OF ATTIC ISTHE PERIMITER OF THE HOUSE, LESS THE OVERHANG (E)TERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 12 6 ROOF -- EQ. -EG1. _ _ EQ__ _E_a. 2 OFF RIDGE VENT DECORATIVE FOAM DRAIN - -' TILES �90 WA 7H 1 7H I U 7B 8'-8' BRG. HGT. WA WA WA WA WA E E F -IN lJ REAR ELEVATION TEXTURED FINISH 16'X60' FYP I 0 � � WA DECORATIVE _ SHUTTERS OR 14H 11 WA EaUIvALENT T ns Bi A 4' RAISED BAND (TYP.) n I-r0'-0' FIN. FLR 0'-0' FIN. FLR _ - _III '_ - -— U FRONT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.8.1 RIGHT ELEVATION TEXTURED FINISH 12 OFF RIDGE VENT OFF RIDGE VENT �6 ai aF �a - Y LEFT ELEVATION TEXTURED FINISH 4' FRIEZE BAND e' C.VAC L IGHl 8� nDECO. DETAIL t1 SCALE: 1/2' . I'-0' OF A i I 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwW.abdesigngroup.mm AA B: 0003326 F m U W O 0 F O SILVERADO LOT #21 BLK #6 PROJEC" 04128.000.02161 atom 4EBB "1828—CALI" GARAGE 0`11111MG: RIGHT PAGE ELEVATION .,C" MONO 150 MPH EXP. B 2NO, um it 17 SCALE: 1 /4"=1'— 0" t,*13INT 3C DENOTE RAT " • IV'O/C MAX. — = DWIE 2* STR2WACc o 1# O/C NAX Ir II II II "l�l� EJ1II II II I 17�`I�II-mil �I II II I II II II 7 = II II II II II II 11 ILA II_ —�1 IE FRAMING PLAN CCA 01/14/14 D CJI ARCHITECTa 6 GrDupin 144i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngroup.COM AA #: 0003325 m 0 0 m A F O SVBDIV. da Lo7 SILVERADO LOT #21 BLK #6 PROJWT# 04128. 000, 02161 MOD=& 4EBB "1828— CALI" GARAGm OWING: RIGHT PAGm: FRAMING PLAN ELEVATION "C» 150 MPH E)T. B DA M 11/7/17 OCALIQ: 1 /771'- 0" skim= 4C CONNECTOR SCHEDULE ICONTROL DATE: 01-Or,-11 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-Ib 1490 HTA 16-15 1625 (8) 10.1 x 1 1/2' 1-PLY, (6) I6d 2-PLY, (USP: (10) 10d X 1 1/2' - NO I6d OPTION) (2) META-16 198$ (2) HTA Jib -16 2800 (10) 10d x 1 1/1' I -PLY, (USP: (10) 10d x 1 1/2') 2515 (14) I6d 2-PLY (USP; NO ibd OPTICN) HETA-16 1610 HTA 16 1810 (5) 10d x 1 1/2' I -PLY, (8) I6d 2-PLY USP: 00) 10d x 1 1/2', NO I6d OPTION HETA-20 1810 HTA 20 1810 (9) 10d x 1 I/2' I -PLY, (8) I6d 2-PLY USP: (V) 10d x 1 1/2', NO Ibd OPTION } w (2) HETA-20 2035 (2)WTA-20 3230 (10) 10d x 1 1/2' 1-PLY USP: (10) loci x 1 12' 25W (12) 16d 2-PLY (USP: NO Ibd OPTION) Z O LGT-2 2150 LUGT-2 1550 (1) - 1/4' x 2 1/4' T17EN, 2 (USP: BLK (6) 1/4' W5, WOOD (16) Imd 0 DETAL-20 24SO OWTA-20 2430 (18) - 10d x 1 12, 1 PLY MT 3965 MUGT 415 (I)5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD) HGT-2 lo980 HUGT-2 9190 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (1(p) 10d TO WOOD (USP: WOOD (8) loci) HGT-3 + 10530 HUGT-3 9860 (2) 3/4' A.T.R IN HIGH 87RENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d) LGT3-9D825 3285 LUGT-3 3525 (12) BDB I/4'x3' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) W825) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA ISO (10) lod x 1-12' CUSP: (10) 10d x 1 12' VGT 4S40 NO USP CONVERSION FOR SIMPSON VGT (D 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), !1(,)-SDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 1195 (14) 10d x 1 1/2' (USP: (14) 10d x 1 12', (14) loci) HTS-Ib 1150 14TW 16 1260 (16) 10d x 1 12' (USP: (16) 10d x 1 12', (16) 10d) HTS-20 1450 HTW 20 1530 (24) 1" x 1 12' (USP: (24) 10d x 1 12', (20) 10d) HTS-24 1450 HTW 24 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 12', (20) 10d) LSTA-12 + '325 LSTA 12 930 (10) 10d USP: (10) 10d LSTA-18 ++ 1235 LSTA 18 1235 (14) lod USP: (14) 101cl MSTA-18 •. 1315 MSTA-18 1310 (14) loci USP: (14) 10d N MSTA-24 .. 1640 MSTA-24 1640 (18) 10d USP: (18) U0d CL MSTA-30 +. 2050 MSTA-30 2065 (22) 1041 USP: (22) loci < MSTA-36 + 2050 META-36 2065 (26)10d USP: (26)lod F-- MST] -36 3800 KSTI 236 3890 (36) ULd x 1 1/2' USP: (36) I0d x 1 12' N MSTI-46 5065 KTSI 240 5140 (48) lod x 1 1/2' USP: (40) 10d x 1 12' Hb 950 LFTA 6 1210 (a) 8d TO PLATE$, (8) 8d TO STUDS (USP: (Jr.) 8d x 1 12', (16) ad) 9P4 885 $PT 4 945 (b) loci x 112' TO STUDS USP: (6) loci x 112' TO STUDS A34 395 MP 34 380 (4) 6d x 1 12' TO BEAM, (4) Sd x 1 12' TO POST. USP: (4) 8d x 1 12' 70 BEAM, (4) Sd x 1 12' TO POST. HCP2 645 WHOP 2 am (Q) 10d x 1 12' USP: (10) 10d x 1 12' TO TRUSS, (10) 10d X 1 12' TO PLATE HOA 1140 RT I&A 13W (10) lod x 1 12' USP: (9) 10d x 1 12' TO TRUSS, (8) 10d X 1 12' TO PLATE VGT 4 HDU4 4940 PHD 4A 5215 (16)-9D8 x3' TO WOOD, (10)-6DS 1/4'x2 12' W/ THREADED ROD, (2) NUTSN)ASHER2 PLY USP: 5/5' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W83 WOOD SCREWS VGT 4 HD16 4940 TDX 10 10140 (16)-SDS 1/4'xV TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSN1ASNER2PLY USP: 1/8' ATR MIN, 1' EMBED SET IN NIGH STRENGTH EPDXY (4) 1/8' THRI-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6115 lU 5/8' ATR M HIGH STRENGTH EPDXY, (MIN T' EMBED.) IN CONIC, (12) I6d TO WOOD USP, SAME AS SIMPSON ABU b6Z 2300 12000 PAU 66 23W I6005 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12)16d TO WOOD USP: SAME AS SIMPSON N LTTI9 ++ 1340 LTS M 1205 (1) 3/4' A.T.R IN NIGH BTREWCTH EPDXY, (MIN. 1' EMBED.) IN CONC. (SAOci TO WOOD USP; SAME AS SIMPSON Q = LTi206 ••+ B00 L78 20B 1105 !U 12' A.T.R IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONIC, 00)10d TO WOOD UBP: 3/4' ATR MN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 12', 2-12' 0 Z HTT4 4455 WTT45 4160 (U 5/S' A.TR IN HIGH STRENGTH EPDXY (MIN. Y EMBED,) IN CONC., (18) SD" X 1 12' (UbP: (20) I6d X 2-12') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x L12% (20)16.1. 2 12' Q HTT5 sow HTT45 5005 (U 5/6' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,/ IN GONG, (26) Ibd X 2 12' (USR (20) Ibd X 2-12') USP HAS MORE NAIL OPTIONS: (20) 10d, (28) IOcI x 1- 1/2', (20) I6d x 2 12' HHDQII-SDS 25. 11010 UPND II 14395 (I) 1' A.T.R IN HIGH STRENGTW EPDXY, (MIN 10' EMBED.) IN CONC., (24) SOS Y.' x A' WOOD SCREWS (USP: (24) WS3 WOOD SCREWS) HD15 6645 TOX 10 10140 (V 1/B' A.B. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) V) MBHA 356/1135 3415 5330 NFM39XI2U 2580 1130 SIMPSON, (1) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN 6.T5' EMBEDMENT) IN CM.U. TOP, (1) 3/4' ATR IN WH STRENGTH EPDXY, (MR 6.15' EMBEDMENT) IN CM.U. FACE, (IB)10d TO BEAM USP: (1) 12' J-BOLT W/ MINIMUM 6, EMBED, 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDWEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN 5' EMBED DEPTH INSTALLED IN THE FACE. T JOIST Ll.I i� HUSC412 (WOOD) 3635 2660 (FLR) WUS4121F 3060 2110 (FLR) (10) I6d TO HEADER, (10) Ibd TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) Z Q HUC410 (CMU) 1800 4920 W0410 IF 1305 5000 (1S) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP: (18) 1/4' x V WS3 SCREWS, (10) 10.1 TO WOOD. USP (20) 3/16' TAPPER., (10) loci TO WOOD = WUC210-2 (CMU) 000 Soar, WD210-21F 1305 50" (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO Ct-U. (10) 10d TO WOOD: (USP: (0) 1/4' x 3' WS3 6CREU18, (10) Uad TO U)DOD. USP (20) Mb' TAPPER., (10) 10d TO WOOD WUC210-3 (CMU) 1800 5085 HD210-31F 1309 5000 (10) V4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD. (USP: (U3) 1/4' x 3' W83 9CREU)S, 1107 and TO UIOOD. USP (20) 3116' TAPPER+, (IW 10d TO WOOD LGUM26-2-SD5 1430 SSW 1-GU-I26-2 2125 6065 (4) 3/0' x 4' TITEN HD ANCHORS (2 PER FLA £) TO CMU, (4) 1/4' X 2 12' SDS SOWS TO WOOD, USP !41 /8' X 4' WEDGE BOLT-! 3 SCREWS HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/EWINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IB GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 112' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATICN. .. MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE S', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' Ld 1- 0 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 13E RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IB USED, WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTOR$, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHOR. 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 CONNECTOR$ C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. SINGLE STORY APPLICATION SIZE CLEAR SPAN DEL 2 x 6 UP TO V-4' DEL 2 x 8 V-4' TO 1--0- DEL 2 x 10 1'-0' TO Im'-0' DEL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 6 5'-0' TO &'-4' DBL 2 x 10 6'-4' TO W-O' 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 W-0' U.N.O. 4'-II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 2 x 12 1 2 SYP) VI6' OSB NAIL (3) 12d c 6'-a' O.G. TYP. 2x12 BM./HDR. 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMP50N STRONG -TIE OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR JOIST TO MASONRY/CONCRETE SHALL BE 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 U.N.O ON FRAMING PLAN 6. MIN, 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES a 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. 13.REFER TO DETAIL S SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A R C N I T E C T S Design Grou 1n4:. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www,a bdesigngroup.com AA k: 0003325 F y U 0 cam, h A F 0 2 dwumv. a LOT SILVERADO LOT #21 BLK #6 PROJECT# 04128.000.02161 MODMI, 4EBB 1828- CALI" GARAGE OWING: RIGHT PAGE: CONNECTOR SCHEDULE 150 MPH EXP. B r : 1/4"=1'-0" 4.1 ELECTRICAL LEGEND SY/M�50L DEFINITION NOTES -}y 125V OUTLET 2R AMP SINGLE POLE III OUTLET IImV OUTLET � d OUTER W2ED TO SWTCM -{@ GFI .� IIOV OUTLET Ea11PED R (TA FAIL wrewIPTETArIPeR j RESISTANT TYPE) 4@ 221VV OUTLET (4) OW CONICTION � GROUND T -C-CFI OUTLETre WERR."R �'j EWITCM SWITCH 3-ULAY OPER W4 SIWTcw 4-WAY OPER WALL MOWTED LIONT CEILING LIGWT VP PR0.0' ��i\ LKd(T �Q� REC[iS5® OAPN WALL SCONCE PRE -WIRED VENT. FAN I OF, PER SO. FT. VENT. FAN MIGHT I CPM PER SO. R. IfT/TT1\T V FIMURE (SPEC'E TRp 0Y I t) FLL S ENT 2-d m ORAP AROUND J -1 2'FLUORESCENT 4' FLUOIEaCENT —e,--I 4- TRACK WONT 0 PANEL aiiin METER 0 SD. Pima DETECTOR SD. WALL T1DETED WALL eAYI( ! DETECTOR CAROON MTER-COIOEICRD ® S)CO C01E0 c4m DEiFG10R SMALL 01 A DISTAN( FONDANT LKWT U� OAS NATURALOUMUT TELEP11OlE JACK ► WATER HEATER DISCONNECT AIR COIDITIONM DISCONNECT - TELEVISION JACK J-� O ROOD LI-T oPT. eECT1RrtY KerPAD P8. PUEIN-"j"oN FOR —mo um POW LOCATION OF TV JACKS 4 PHONE OUTLETS I FANS TO BE VERIFIED R HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FECR 5TH EDITION (2014). 20 AMP DEDICATED LAUNIDRY CIRCUIT. GFI R ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 5O OFM 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 FECR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FECR 57H ED (2014). 1ETER FIELD 'ERIFY LOC. ------ OPT. COACH LIGHT ELECTRICAL PLAN LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE'D2) HOUSE PLAN: MODEL "'CALM' LOAD INFORMATION VA 152a RQ FT O@IERAI. LR2N E a VA PER EQ TT — 2 20 AI@ APPL M CIRCUIT AT 1WO VA EA 9000 1 LAUNDRY cIRCU1T 1000 1 RANGE - NAIbE PW- RATING OR COOKTOP/OVEN 12,m 1 WATER NEATZF 4500 DIDHwA9lIDR 1200 1 CLO = DRYER ww 1 DIDPOEAL 8w L1cRowwve 1500 1 RII ZF ATOR am RURTOTAL OF OEMERAL LOAD 8 14 FDIST 10 WA OF GENERAL WAD AT 10" 10000 REL 0= OF GENERAL LOAD AT 40% 2a9S4 VA : 10354 TOTAL NET' GENERAL LOAD 209a4 ma TON NEAT PULP (w/ 5" E1® mcy NEAT EITRIP) 21 ALP • 240 VAS 9.5 TON COOUNO SYNTEN 40 ALP s R40 VA SS00 Nwf OENDIAL LOAD 90-4 —_ N61' TOTAL HVAC Qa00 TOTAL LOAD 292a4 CALCULATED LOAD FOR SERVICE 22Ra4 VA/240 V� 12a ALP 150 AMP SERVICE •VORET CARE ECENARD - NNIN NVAC LOAD USED FOR cAICUI.ATIONE.• NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14253 VA 3000 VA • 100%, REMAINDER o 359. NET LOAD: 6,949 VA RANGE: 120M 6 109- 8,400 VA DRYER: 5,000 R 10% 3500 VA TOTAL 1804E VA NEUTRAL AAPACITY: 18,489 / 240 • 18 A t2 AL MINIMUM NEUTRAL CONDUCTOR. PROVIDE 30210 CU, THWN + 1% CU IN 2' CONDUIT OR 3 14/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT • OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN I PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE PANEL MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POUTER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MCB NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 1201240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 N9 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 A210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. ENTRAPHONNCEE SERVICE I CABLE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 F4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED TOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8" DIA X 6 FT LONG COPPER CLAD GROUND ROD A R C N I T E C T 5 6 Desi;�n Groupo.. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.407a vrww.abdesigngrou p.com AA N: 0003325 Z y U W O U m m O F OF POOR. a LOT: SILVERADO LOT #21 BLK #6 PROJWT* 04128.000.02161 HODSLc 4EBB 1828— CALI" GABAGs swWO: RIGHT PAGIM ELECTRICAL PLAN 150 MPH EXP. B ARCH RTECT.- STATE OF FLORA D TM 11/7/17 sOALM: 1 /4"=1' - 0" 8*1m T 5 •& u 1 T C C T• HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB / MASTIC. AND INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3, ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 PT, FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403, 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS ALL 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 GEIL ING O EXTERIOR WALL PLENUM T y AIR RETURN 5UCTION AND LIQUID AIR SUPPLY + REFRIGERANT LINES J AIR HANDLER EXTERIOR WALL + 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAYS ilk y PVC SLEEVE TO LINES BELOW SLAB t REFRIGERANT LINES TO PLATFORM RETURN 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 SCORIATED NICKEL BRONZE FL. PL. BRASS PLUG I I INSIDE I CAULK J _ J FIN, FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 8240-K JOSAM 560M SERIES NICKEL BRASS TOP P.V.0 OPTI/SPEC IV. SEE aITE PLAN FLOOR SLAB CLEAN —OUT (TYP, LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK -'- BROKEN LINE. RETURN TRUNK l BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR Q THERMOSTAT M PASS-THRU AIR GRILL BDRM.#3 Imx6 Im' I SECURE STRAP TOGONC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMF°SON WB ROLL STRAP _4,A\'! 6' - - OR EQUAL 4' L O SECURE STRAP TO UNIT W/ (2) 4' CONCRETE SLAB 16XI 1/4' SHT. MTL, SCREWS O -1� 14X6 - CONDENSER UNIT j 50e CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD o 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG I' 6' SEE SPEC. I'-8'XS' CONIC. FIN, GRADE OR PAVING i - FITTING OR I EXTENSION TO SOIL OR WASTE AS REQUIRED I I y I!I III INV. SEE - J------� -� SITE PLAN NEXT. GROUND CLEAN —OUT (TYPN ) FIRST FLOOR MECHANICAL PLAN PROGRESSIVE AIR SYSTEMS 05/20/14 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774.6078 FAX: 407-7744078 www.al>designgroup.com AA B: 0003325 w 2 ti w 0 �a 0 F 0 2 Cvan:v & X SILVERADO LOT #21 BLK #6 PROJIc" 04128.000.02161 mopmu 4EBB 1828- CALI" GARAGE BWXNG. RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B ARCHITECT- STATE OF FLORD r.. LAIM-3A. cm D F-PTM 11/7/17 OCALE: 1 /4"=1'- 0" 0213wr rU' RFDAR VEMCALLr nU CONC. POIR CELL bEE ENER•Y C00E PONTb FOR BBLLATION R-VAILI160 — _ • ,' CON4 REN, uV bSi' Y1A,BIMp DW ON TE%PliFD FNIbN E G p• 09I - VA' OTP. IIL. DD. L� �LLCOD.'a. m° BECUIK P.T. DT. PLATE TO CCNC !.V V}'%b' ANCHOR DOLL YV 1' WAONER t' CMDED. MN • !}' OG MAX BlCURe Pt. DT. PLAIe TO bLb tlV VJ'%1•' ANCHOR EOLT nV ]' YIAb{ER T• EMKD. MN S}• OC MAN. BeCIRE P.T. 6i. PLAT! TO BI.AD LLV ro, bi MapONar NAILb • !}' OG MAX ,' TNICK EMDm PSI • }B DAr6 CONC. GLAD REM'ORCED BV i 6-LLTAAWI WIIII'L I' NDBI,� b' p 6-MM. 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REM. nY 6a' Wu)RxAm �• ],' LEMMWAT co•ERb n t t) ^ o t, vAPCR RETAMIet m111TLEE • ••• BL1L•CO•P•ACTED CLEAN FILL TeRnITe TReameNr bNALL a 77 a L i MBTCIR ° r}" �Nta u ° }b " ° }-bTORr HORIZONTAL/VERTICAL °°R°-cf z'-I'MN-AP !""E°AR° OM°"'° HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH %i REINFORCING i>1 BEARING CHANGE 1—STORY FOOTING �� U �1 OMITTED DOWELS e�Ac€-m'�z� B REBAR LAP AT FOOTING xALe: v.I.r-m AT LINTEL CORNERS C oL-�.�m D W/ BLOCK WALL r7_7_7 EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 ARCR IT ECT3-1 gD 1 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,8078 FAX: 407-7744078 www.abdealgngmup.o= AA#:0003325 y V V O Q F 4 EIVSDIV. X LOT'. SILVERADO LOT #21 BLK #6 PROJECT# 04128.000.02161 moDms 4EBB 1828— CALI" GARAGM BVING: RIGHT PAGIM MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B ARCHTECT STATE OF FLON DAIt : 11/7/17 8CAUM 1/44"=1'-0" 8 3J 1 PRE-ENGINEERED TRUSS 4'-0' MIN. MTS-12 BOTTOM PLATE: 1/16' 08$. (2) 12d NAILS AT 2X4 EA. SCUD. PLATE 2X4 DBL. TOP PLATE 2X4 STUD 16' OC. IR' A$. W/ MIN. I. EMBEDMENT LOCATE 6'-8' FROM ENDS AND 32' OC. MAX. TEXTURED FINISH T !� META-16 3i' OL. HAX. B' CMWALL (2) 12d NAILS WITHIN 4' OF EA. IIIIvI END 4 (2) 12d NAILS • 12- OCPLA PRENG tRU80 E- INEERED MAX IN FIELD. KT1 STICK BUILT WALL DETAIL 1 N.TUi. KNEE WALL DETAIL TO BLOC C 2 eCALE: V2'•I'-0' SECURE 2x6 MIN. TO 15LK W'(2)US ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 4' EMBED. - --- -- -- - -- 2X4 SECURED TO GABLE END W/(2M2d•EA. UPRIGHT PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING+ PLAN DOUBLE TOP PLATE CRIPPLE STUDS • I6' D.C. MAX SIPS • EA. STUD TOP 4 BOTTOM TRUSSES .1,0 68 CONNECTOR CONNECTOR UP TO '1,000 UPLIFT DOUBLE TOP PLATE '�' SECURE 2. TO BLOCK W/ (2) &' TAPCONS OR DRIVE PIN (MIN 912E !45) *FADER HEADER SIZE PER 2x4 SECURED TO 91MPSON L87A-@ • EA JACK 81MF'SON MBTA-24 • EA JACK FlQCbeT (RUIN EMBED. I #') EMBED C L SECURE 2x4 ON FLAT TO BLK G - GABLE ENJG W/(2M2d 6'-8' OC SPAN CHART. STUD, BOTH SIDES OF OPENING. 2x STUDS • 16' OL. MAX W/ SHEATHING. SHEATHING TO BE WITHIN 7/' OF WINDOW/ DOOR CPeHnaG ae• 2x$ STUDS a 16. OC. MAX W/ SHEATHING. SWEAT14NG TO BE WITHIN � OF WINDOW/DOOR OPENING AND SECURE PER FASTENER SCHEDULE WITHIN 8' OF EACH off END AND 18' OL. MAX SPACING. �' O.SB. SHEATHING OR 'L t DOOR/ — W/ CUT NAILS. WINDC'W OPENING OPENING AND SECURE PER FASTENER SCHEDULE (2) STUDS, !2) JACKS • EA. BIDE OF OPENING }' CDX PLYWOOD -- Om SIDES: 2X6 GARAGE DOOR BUCK W/ (3) 14'X8' J-BOLTS 4' EMBEDMENT MIN. W/ 2'Xl'X1G WASHER AND NUT SPACED EVENLT FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1.2X6 PT BLOCK a CENTER OF DOOR HEADERW/(V Y4'X8' J-BOLTS 4' EMBEDMENT W/ 2'%2'X7(4' WASHER AND NUT �• L -30 • GABLE BLOCKING TRUSS 2x4 BLOCKING • EA RAFTER L-30 EA RAFTER ---H2 •.i EA. RAFTER x4 RAFTER • 24' OL. 2x4 FRyMINy (TYP) - — ! �f L KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK$ (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD A88EMBLT TO BE SECURED ONE PLY • A TIME.lz USE Rd NAILS, TWO WITHIN 6' FROM 2' OH END 1 NO MORE THAN 12' O.G STAGGERED BO O H5 a TOP AND BOTTOM PLATES • EA. FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. JACK STUD ASSEMBLY TO BE SECURED ONE FLT • A TIME. USE 12d NAILS, TWO WITHIN6• FROM EACH END 4 NO MORE THAN 12' OL. STAGGERED WINDOW SILL W/CRIPPLES IS, OL. AT 16' D.C. M�ARX BOLT EMBEDMENT AND 2' DIA. WASHER SIMPSON MSTAM-24 a EA JACK, SECURED W/ SPECIFIED ANCHORS 2X6 P.T. BOTTOM PLATE 2x4 BLOCKS —�- CMU WALL �Cn T NW. ° n — _ NOTE& ALL ANCHOR$ SHALL BE IN ACCORDANCE TO -- - - — --- MANUFACTUI�R'S INSTALL ATION INSTRU, ONB WWERE SHEATHING MUST NOT -- — TYP. 6� 'J -- _T_ EXTERIOR WINDOW PENING WD FRAMED — DOOR LW/FLOOR -r WINDOW ® 2-STORY OPENING SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR �1BUCK ATTACHMENT SCALE: 1/2•.I'-0' 4 FRAMED OVERHANG N.TB. BREAK 1'-4' MIN. FROM 2ND FLR LINE. TRUSS WALL ���ARCH WINDOW FRAME A SECTION scALE: la••r-®. SCALE, I/2'.I'-0• --- FASTENER SCHEDULE NOTE: TYP. EXT. SHEATHING ATTACHMENT '� ROOF DIAPHRAGM rw e.a Gw Nk. • a• oc. FOR SHEAR 4 UPLIFT (OSB. TO BE STRUCTURAL USE 1/16' OUi$. OR 1/2' CDX PLY WITH''S RING IJC SHA GUN NAILS AT 4' OC AT w. F'+�TTCM ECGEB GRADE) CONNECTORS FROM STUD TO PLATE ARE SUPPORTED PANEL EDGES AND'S RING SHANK GUN NAILS AT 6' OC. AT NOT RECUIRED EXCEPT • OPENINGS PRE-ENG. TRUSS T I' INTERMEDIATE SUPPORTS. SEE DETAIL. DBL. 2X TOP PLATE _ ROOF SHEATHING TO GABLE END FRAME USE 'B GUN NAILS • 4' O.C. T/16' OU38. ?N 2X BLOCKING • a / I I M1 ° - EXTERIOR SHEATHING USE 1/16' OS$. OR 41' PLY WITH '8 RING BFIMK GUN NAILS AT b' OL. At PA1,IEL SIDES AND'8 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM PANEL AND % RING SWANK GUN NAILS AT 6' OC. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHAW GUN NAILS SHALL BE PERMR7ED AS AN . a �,�µ: J w Z . e 6'' O� IN FIELD NAILS J TOP OF T/U'v' OBB. 2X BTIIDB ISO.C. MAX. � 2X BTM. PLATE W 3/4' FLOOR DECKING ACCEPTABLE FASTENER FROM ANY MANUFACTURER ° JJJ � NAIL REQUIREMENTS 61ZE HEAD LENGTH DIA ILE 8 ed ROUNDMODIFIE 2 3/8' .IB 1Y0UL00 OR T NOTE: NAILS TO BE MFG. BY MEMBER OF INt. STAPLE, NAIL 4 TOOL ASSOCIATION 1. O.IB INCH NOMINAL SHANK DIAMETER 2. RING m TOP CORD BLOCKING AT 4' O.C. MAX IN FIRST 2 FRAMING SPACES At EACH END. V RAFTER OR TRUSS ROOF S EATHIWG rc j u LL ir— TYP. EXT. SHEATHING ATTACHMENT FOR ROOF K 4 SHEATHING (O1!$. TO BE STRUCTURAL GRACE) O i ,p `,/ • ' PRE _ IERED FLOORTRUSS 2X4 a TOP 4 BOTTOM CONT. W/ (5) 12d NAILS HETA-16 BLK WALL O1 CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK TO OS$. 2X4X4' SECURE TO TRUSS W/ 9-12d 6•-8. O.C. MAX TYP, 2X4 SECURE TO 2X4 BLK W/1-12d SECURE TO BLK W/ META-16 3. I6 TO 20 RINGS PER INCH 4. 02SO INCH FULL ROUND HEAD DIAMETER 5. 2 NCH NAIL LENGTH ROOF SHEATHING LAYOUT AND ENDWALL BRACING p n - -3 m —y l BUILDING LENGTH 1 TYP. 'B 2' DECK SCREWS • 6'-8' MAXNIN FIELD.. INE HREADED 'SANK TO EXTEND BEYOND' o TWICICNESS OF SUB -FLOOR 8HEATNPKx �' EXT. SHEATHING ATTACHMENT P O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT PERIMETER OF Ob$. TO PROVIDE CONT. NAIL PATTERN O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. OO SHEATHING • TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN OF 16' FROM SHEET BELOW ® INSTALL ALL SHEETS IWFACE GRAIN PARALLEL TO STUDS 2'-O" EXT NSION OPT SERVICE DR. NOT USED 8 FOR GABLE END FRAMING FOR STRUCTURAL WALL SHEATHING (06B TO BE GRADE) TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS EXT. WALL SHEATHING BGBLE: I/2'.I'-0' 9 SCALE: .'•1'-0- A R C N I T E C T I Design Grou iaa. Ai N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 J F y V W 0 4 O F O ouimrv. ae L4oT: SILVERADO LOT #21 BLK #6 PROJECT# 04128.000.02161 MID 4EBB "1828— CALI" GARAGE OWING: RIGHT PAGE: MISC. DETAILS 150 MPH EXP. B ARCHRECT' STATE OF FLORIDA DATii 11/7/17 OCAL,: 1 /4" =1'- 0" a2�ET D 2 FIBERGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR R3052.1 ON a' O.S.B. SHEATHING OR j' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS '.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x(o SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN % THICK, 3 COAT T PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY TEE ENERGY CODE FORMS °OR INSULATION R-VALUES ' GYPSUM BOARD OR J' HIG ,TRENGTH CLG. BOARD ;ONC. FILLED LINTEL BLK W/ 1) S REBAR CONTINUOUS 'RECAST LINTEL NEE ENERGY CODE FORMS OR INSULATION R-VALUES JINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (I) 05 REBAR VERTICALLY W/ CONIC. POURED CELL Ix2 P.T. FURRING STRIPS ® I6' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4'= P-0' 030 FELT PAPER INSTALLED PER FBCR R905.2.1 ON j' C.S.B. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION.) O.S.B. SHEATHING OR I' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 7/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIRBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPEC5 FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8' O.C. MAX 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BR< IS PRESENT PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE m' W/ (2) 12d's o EACH TRUSS TYP. TO BE INSTALLED 6 MID. a POINT OF TRUSS SPAN, OR 10'-0' O.G. MAX. SECURE 2x6 PT. PLATE TO BLK W/ }'xV ANCHOR BOLT W/ 2' WASHER SET IN 5IMP60N HIGH STRENGTH EPDXY 1' EMBED. MIN, v 32' OC MAX. s/s' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED w DIRECTLY TO MASONRY ? °a �o O.S.B. OR �' CDX TYVEK BUILDING WRAP y/ FORTIFIBER BLDG PAPE GALv'D MTL. LATH 1/8' TEXTURED WOOD FINISH 0 WOOD CONSTRUCTION Yo' TO 9/® MID WALL WEEP SCREED — — 8' CMU 5/8' TEXTURED B FINISH o MASONRY Yj DRYWALL I'X4' OR I'M' P.T. NAILER I' 44 P.T. OR 3i'X4' MM. SECURE WEEP SCREED ❑ INTO `LAME ' EXTEND I-Y INTO BLOCK W/ iiN' TAPCONS OR DRIVE P51 DETAIL 05 WOOD TO (MINSHANK300 MK HEAD 81M900 2E LOCK CONNECTION ❑ MIK EMBEDMENT I-Y.' UT141N 8' OF EACH END 46' 2 O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACIURES DETAILS. NOTE SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3/4 OR +5/4 �1 WINDOW TO BLOCK +3/4 OR +5/4 Ly SCALE, 2Xa: cm SECURE TO BLOCK W/ %' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .141, MIK HEAD SIZE 300 MIN. EMBEDMENT I V) WITWN B' of EACH END 4 IB' O.C. MAX SPACING. 2X6: CIM SECURE TO BLOCK W/2-% TAPC4:t4S OR DRIVE PM (MIN.SHANK SIZE .145 ❑ MIK HEAD SIZE 300 MINEMBEDMENT I Y') WITHIN 8' OF EACH END 4 IV O.G. MAX SPACING. 8 2X8, CEOCI'Rl DRYWALL SECURETo BLOCK W12-V TAPCONS OR DRIVE PM 1'X4' OR I'X2' P.T. NAILER (MIN. SHANK SIZE .14500 DOOR CASING MIN. HEAD SIZE 3 MIN. EMBEDMENT I Y.') DOOR JAMB OR WINDOW WITHIN 8n OF EACH END 4 ATTACH TO 2X PER MANUFACTU.ES DETAILS. ��NOT USED NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )4') DOOR JAMB TO BLOCK +1-1/2" �n1 WINDOW TO BLOCK +1-1/2" USCALE, 1—STORY GABLE �A BLOCK WALL SCALE: 3/4*-1'-0' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD CONIC. FILLED LINTEL BLK l (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) N15 REBAR VERTICALLY W/ CONIC. POURED CELL Ix2 P.T. FURRING STRIPS ® 16' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RS052.1 ON 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 (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION.) — O.S.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/V 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) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 126's 6' O.C. MAX SECURE 2x6 PT. PLATE TO BLK W/ }'xV ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. 6 32' OC MAX. %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED 2x4 BLOCKING BETWEEN u®a TRUSSES WHERE 'X' BRACING 15 PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 126's * EACH TRUSS TO BE INSTALLED 6 MID. POINT OF TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1' GYPSUM BOARD OR HIGH STRENGTH CLG, BOARD 2x4 NAILER 2x4 ® 24' O.C. ® INTERIOR KNEE WALL CONIC. FILLED LINTEL BLK W/ (1) S REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) S REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 16' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE DIRECTLY TO MASONRY �o 1—STORY GABLE W/ VAULT CLG. Uj--pB� BLOCK WALL SCALE: 3/4' = P -0' NOTE: PER FBCR S05.2.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, A5TM D 4869 TYPE Iv, OR ASTM D 6151 2X4, ® 2X4, ® 2X4, CM SECURE To BLOCK UU SECURE TO BLOCK W/ ?6' SECURE TO BLOCK Wd; TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN (MIN. SWANK SIZE .145 (MIN. SHANK 812E 10 (MIK SWANK SIZE 346 MIN. HEAD 812E 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT I):') MIN. EMBEDMENT I)i') MM. EMBEDMENT I y.') WITHIN 8' OF EACH END WITHIN 8' OF EACH END , 18' OG. MAX SPACING. 18' O,C. MAX SPACING. IsO.C. MAX SPACING. 2X6: ® SECURE TO BLOCK W12-% TAIRWNS OR DRIVE PM NOTE, STRUCTURAL 2X MIST CURED BE ON OUTSIDE 4 SEPGONS 2Xb: ® SECURE TO BLOCK W/1-i(N' ❑ TA OR DRIVE PIN NOTE: STRUCTURAL 2X MUST 2X&tCED SECURE TO BLOCK 01-1/4' TAPCONS OR DRIVE PM ❑ (MIN SHANK SIZE .HIS TRH NON-STId1CTURAL (MIN. SHANK SIZE J45 BE ON OUTSIDE 4 SECURED (MIN. SHANK 812E .145 MIN. HEAD SIZE 900 %' TAPCON MIL 1- 4' MIN HEAD SIZE 300 THROUGH NON-STRUCTURAL MIL HEAD SIZE 300 MIN. EMBEDMENT I W EMBEDMENT INTO BLOCK MIN. EMBEDMENT 141) -Y ' TAPCCN MN I-h' MIN EMBEDMENT I &) WITHIN 8' OF EACH END 4 e. CMU WITMM e' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 b' OG. MAX SPACING. )j, DRYU14LL B' O.C. MAX SPACING. 8, �) E' OF. MAX SPACING. 2X8, ® 1'X4. OR 1'X2' P.T. NAILER 2X0, ® Yj' DRYWALL 2X8: CEM SECURE TO BLOCK W!t-'i(.' TAPCONS OR DRIVE PIN JIN' OBB. X 4' MIN. SECURE TO BLOCK W/J-i(i TAPCONS OR DRIVE PIN 1'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK ULI-I/4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE A45 DOOR CASING (MIN SHANK SIZE J45 DOOR CASING (MIK SHANK SIZE J45 MIK HEAD SIZE 300 DOOR JAMB OR WINDOW MIK HEAD SIZE 300 DOOR JAM OR WINDOW MM. HEAD SIM S00 �� ENT ATTACH TO 2X F'Ef¢ EMBEDMENT' ATTACH TO 2X PER UTMIN'� N�Y;� WITHIN H END W' O.C. MAX SPACING. MANUFACTURES DETAILS. WI MM OF EACH END A B' OC. MAX SPACIN2. MANUFACTURES DETAILS, 4 B• O.G. MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-1A5 WINDOW TO BLOCK +1-15/16" V SCALE: 2X4: cia SECURE TD MOCK it" TAPCONB OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I V) WITHIN 0' OF EACH END 4 V O.C. MAX SPACING. 2X6: ® SECURE TO BLOCK WR-i{N• TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST ON OUTSIDE SECURED (MIN. SHANK SIZE .145 TW THROWNI NON-6iR11CTURAL MIN. HEAD SIZE 300 %, TAPCCN MIN. I-V MIN, EMBEDMENT 1)") EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END 4 e. CMU V CC. MAX SPACING. J4' DRYWALL 7kB, ® BeCUE TO BLOCK W12-%' 1'X4' OR 1'X2' P.T. NAILER TAPCONS OR DRIVE PIN 1' P.T. X 4' MR (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I )W) ATTACH TO 2X PER WITHIN It O! EACH END 4 MANFACTURES DETAILS, NOTE, BHM AS NEEDED TO PLUS JAMB (DO NOT EXCEED A9 DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK +2 1 4' SCALE, NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" L SCALE: 1•.I'-0• 2X4: CM SECURE TD BLOCK III/ O TAPCONB R DRIVE PIN (MIN. SWANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT Y WITHIN B' O' EACH END 4 EN ID' Cr— MAX SPACING, NOTE: STRUCTURAL 2X MUST BE ON- NON O14 SECURED TP THROIYsH NON-STRUCTURAL 2X6' ® SECURE' TO BLOCK W/2-�' ��jj((.. TAPCON MIN. I-Y." EMDEDMENT INTO BLOCK TAPCONS OR DRIVE PIN (MIN. SWANK SIZE .I ❑ 8' CW MIN. HEAD SIZE 300 N DRYWALL MIN. EMBEDMENT I W) WITHIN 8' OF EACH END 4 I'X4' OR I'X2' P.T. NAILER 18' O.G. MAX SPACING. 2ND 2X SECJRE TO 2X& ® STRUCTURAL MEMBER W/(2)12d SECURE To BLOCK"V WITHIN 8' EACH END 4 6' TAPCONS OR DRIVE PIN TO 0' O.C. MAX , (MIN. SHANK SIZE .145 DOOR CASING MIK HEAD SIZE 300 DOOR JAMB OR WMDCW MIK EMBEDMENT I )1W) ATTACH TO 2X PER WITHIN e— OF EACH END 4 MANFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )�W ) DOOR JAMB TO BLOCK +3" F WINDOW TO BLOCK +3" SCALE, I'.1'_0• NOTE: STRUCTURAL 2X MIST BE ON OUTSIDE 4 SECURED THROUC=14 NON-STRUCTURAL %' TAPCON MIN. I-V EMBEDMENT INTO BLOCK B' cm N DRYWALL 1'X4' OR 012' P.T. NAILER w' OAS. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AB NEEDED TO PLUMB JAMB (DO NOT EXCEED Y •) DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7 16" UBGALE, 2X4: cm SECURE TO BLOCK UAW TAPCONS OR DRIVE PIN (MIK SHANK SIZE .145 MIN HEAD 812E Soo MIK EMBEDMENT I Y.-) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACMC= 2X6: CEM SECURE TO BLOCK WA-1/4' TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MST (MIN. SWANK SIZE .145 BE ON OUTSIDE 4 SECURED MIK HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT TAPCON MIK-Y' WITHIN 8' OF EACH END 4 EMDEDMENT INTO BLOCK 16' D.C. MAX SPACIWC B' CH11 2X8: ® h DRi'WALL SECURE TO BLOCK TAPCON9 OR DRIVE PM I'X4' OR I'X2' P.T. NAILER (MIN. SHANK SIZE J45 I' P.T. X 4' MIK MIN. HEAD SIZE 3CO DOOR CASING Milt EMBEDMENT i Y; ) WITHIN 8' 6 EACH END 4 DOOR JAMB OR WINDOW V O.C. MAX SPACING. ATTACH TO 2X PER . NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3 3/4" H WINDOW TO BLOCK +3 3 4" SCALE: A E C N IT E C T• Desi> n Grou INTO:. L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774.6078 FAX 407-7744078 www.a bdBaigngroup.com AA #: 0003325 N y m a 0 a a 0 BVHDZV. & LOT: SILVERADO LOT #21 BLK #6 PROJECT#N 04128.000.02161 MODIM 4EBB "1828—CALI" GARAGE 8111IING: RIGHT PAGE: MONOLITHIC 1—STORY WALL SECTIONS & NOTES 150 MPH EXP. B DATTM- 7/17 80AXM 1/4"=1'—O" aisEET D FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 030 FELT PAPER OVER 030 FELT PAPER 2x4 BLOCKING BETWEEN FIBERGLASS 5HINGLES INSTALLED PER F$GR INSTALLED PER FBCR TRUSSES WHERE 'X' BRACING OVER "30 FELT PAPER R905.2.1 ON 2' O.S.B. 7 R905.2.1 ON �,' O.S.B. 18 PRESENT INSTALLED PER FBCR SHEATHING OR J' CDX SHEATHING OR J' GDX RS052.1 ON J' O.S.B. PLYWOOD SECURED PER PLYWOOD SECURED PER SHEATHING OR J' GDX FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG GABLE TRUSS PLYWOOD SECURED PER PRE-ENG TRUSS SEE ENERGY CODE FORMS P.T. IX2 W/ MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED FASTENER SCHEDULE SEE ENERGY CODE FORMS P.T. IX2 W/ MTL. DRIP EDGE FOR INSULATION R-VALUES 2x4 OR 2x6 SUB -BAND PER W/ C2) 12d's is EACH TRUSS PRE-ENG TRU55 FOR INSULATION R-VALUES 2x4 OR 2x6 SUB -BAND J' GYPSUM BOARD OR ELEVATIONS P.T. IX2 W/ MTL. DRIP EDGE GYPSUM BOARD OR }' PER ELEVATIONS HIGH STRENGTH CLG. VENTED ALUM. SOFFIT 2x4 OR 2x6 SUB -BAND HIGH STRENGTH CLG. BOARD VENTED ALUM. SOFFIT BOARD PER ELEVATIONS DOUBLE TOP PLATE TWI5T STRAP VERIFY W/ STIFFBACK (SEE SEALED VENTED ALUM. SOFFIT SIMPSON WINDOW HEADER SIZE TRU56 PLAN TRUSS ENG. FOR SIZE 4 SEE ENERGY CODE FORMS 10m0" UPLIFT 6P2 m EA. VARIES PER WINDOW CONDITION) FOR INSULATION R-VALUES CONNECTOR 2X8 STUD OPENING SEE HEADER WINDOW ATTACHMENT AS SPAN CHART FOR PER MANUFACTURES SECURE 2x4 PLATE TO WALL W/ J. GYPSUM BOARD OR 2x8 SYP '2 DETAILS SPECIFICATIONS 3 8 xb' THRU-BOLTS o 32' O.C. DBL TOP 0.5.$. SHEATHING OR }' WINDOW SILL MAX THEN SECURE GABLE TO HIGH STRENGTH CLG. BOARD PLATE }' DRY WALL CDX PLYWOOD. ATTACHED PER FASTENER 2x4 PLATE W/ 12d's 8' O.C. MAX OR DOUBLE TOP PLATE WALL SHEATHING j' DIA ANCHOR BOLT SCHEDULE ON SHEET D5. 2x STUDS s 16' O.C. MAX W/ N INSUL., SEE ENERGY GORE h SECURE GABLE TO DBL TOP a WINDOW ATTACHMENT AS 2x8 SYP "2 E E O.C. MAX WITH 1' EMBEDMENT AND 2' 1/8' THICK, 3 COAT FORMS FOR INSULATION PLATE W/ SIMPSON HTC4 aT 24' PER MANUFACTURES WOOD STUDS DIA. WASHER PORTLAND CEMENT R-VALUES O.C. MAX SPECIFICATIONS AT 12' O.C. MAX PLASTER OVER WINDOW HEADER SIZE VARIES WINDOW SILL SIMPSON 5PI EA. 2X8 EXPANDED GALV'D METAL LATH ON �' T 4 G SUBFLOOR GLUED PER WINDOW OPENING SEE HEADER SPAN CHART FOR 2x STUDS v IR' O.C. MAX W/ STUD FORTIFIBER JUMBOTEX AND SCREWED AS PER FASTENER SCHEDULE DETAILS INSUL., SEE ENERGY CODE "2 GRADE '0' PAPER OVER TYVEK BUILDING WRAP 0.5.B. SHEATHING OR I' CDX FORMS FOR INSULATION R-VALUES 2x8 P.T. SYP O SOLE PLATE (1) COURSE TIE -BEAM (REFER TO STUCCO PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET ' T 4 G SUBFLOOR GLUED I' W POURED SOLID WITH CONCRETE. (1) "5 SPECS FOR COMPLETE D5 AND SCREWED AS PER W Q REBAR HORIZONTALLY INFORMATION) 1/8' THICK, 3 COAT PORTLAND FASTENER SCHEDULE O NOTE: SHEATHING MUST CEMENT PLASTER OVER CL PRECAST LINTEL NOT BREAK I'-4' MIN. FROM 2ND FLR LINE - PRE ENG FLOOR TRUSS EXPANGALVD METAL LATH ONDFORTIF EIR UMBOTEX ly w WINDOW ATTACHMENT AS (INSTALL PER MFG. SPECS.) GRADE 'D' PAPER OVER TYVEK [- PER MANUFACTURES 2x4 CONT. •® TOP AND BT. J' GYPSUM BOARD OR I' BUILDING WRAP (REFER TO �iJl SPECIFICATIONS OF FLR TRUSS (70P 2x4 HIGH STRENGTH CLG. STUCCO SPECS FOR COMPLETE SUPPORTS BT PLATE OF BOARD INFORMATION) �_ PRE-ENG FLOOR TRUSS w 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) GONG. FILLED LINTEL BLK W/ NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR (INSTALL PER MFG. SPECS.) ? "5 REBAR o 1R' PRECAST SILL FASTEN EACH 2X4 RIBBON (U "5 REAR CONTINUOUS LINE GYPSUM BOARD OR ' �� w O.C. MAX, IN Z � W/ (5) 12d NAILS o EACH TRUSS. BTM. RIBBON t0 BE SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 2x4 CONT. s TOP AND BT. OF HIGH STRENGTH CLG. BOARD w CONCRETE Z POURED CELL, Ix2 P.T. FURRING STRIPS P.T. PRECAST LINTEL FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 � O VERIFY PER PLAN. a 16" O.C. WEEP SCREED WINDOW ATTACHMENT AS IS FOR WALL SHEATHING CONC. FILLED LINTEL BLK W/ (1) REBAR CONTINUOUS 00 8' CMU (SEE DETAIL 2/D3) PER MANUFACTURES NAILER) FASTEN EACH 2X4 7 O SEE ENERGY 1/2' GYP. WL. BD. EMBED. STRAP VERIFY SPECIFICATIONS RIB$ON W/ (5) 12d NAILS . EACH TRUSS. BTM. RIBBON TO PRECAST LINTEL U CODE FORMS (I) 04 CONTINUOUS REBAR W/ TRUSS PLAN PRECAST SILL BE P.T. . INDOW ATTACHMENT AS _j w FOR WOOD BASE g/e' THICK, 3 COAT (1) "5 REBAR VERTICALLY W/ GONG. POURED CELL WEEP SCREED PER MANUFACTURER SPECIFICATIONS Q > INSULATION R-VALUz E 04 REBAR 46' LONG PORTLANDICK CEMENT PLASTER APPLIED Ix2 P.T. FURRING STRIPS !SEE DETAIL 2/D3) PRECAST SILL w Q! Q E 0. Q W/6' HOOK w 24' O.C., DIRECTLY TO MASONRY Oil 16, O.C. EMBED. STRAP VERIFY W/ TRUSS PLAN (1) "5 REBAR VERTICALLY Q ? Q W MIN. 24' IN SLAB 2—STORY 6' CMU W/ CONIC. POURED CELL 0 �7 INS AB) N AB) FIRST FLOOR 1/2' GYP. WL. BD. %' THICK, 3 COAT F Ix2 P.T. FURRING STRIPS O WOOD BASE I PORTLAND CEMENT PLASTER APPLIED a 16' O.C. — BLOCK SECOND zl FLOOR FRAME • DIRECTLY TO MASONRY 8' CMU I/2 GYP. WL. BD. e WALL I ° 1 SCALE:3/4'=r-m' s 2—STORY GABLE WOOD BASE - ° SECTION �' a' GONG., REINF. W/ 6'x6' uxuM ON RETIE POLY a° L FIRST FLOOR WOOD .' : ETHYLENE ENE VAPOR RETARDER ON - BLOCK SECOND & FRAME TO Lu 101 WELL -COMPACTED GLEAN FILL TERMITE TREATMENT SHALL BE FLOOR FRAME L ea R R°; 1 B LOCK WALL 0 2' 0"'R° BORA-CARE (3) 05 REBAR ON CHAIRS �A SCALE: 3/4'.1'-O' a 2x STUDS o 16' O.C. MAX W/ 0.5.B. SHEATHING OR GDX 2x STUDS m 16' O.G. MAX W/ NOTE: INSUL., SEE ENERGY CODE PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET IN5UL., SEE ENERGY CODE PER FBCR S05.2.1 - FOR ROOF SLOPES 2:12 TO FORMS FOR INSULATION D5 FORMS FOR INSULATION LESS THAN 4:12, A (2) LAYER UNDERLAYMENT R-VALUES 1/8' THICK, 3 COAT PORTLAND R-VALUES SYSTEM IS REQUIRED. FOR ROOF SLOPES OF EXTERIOR WALL STUDS !WALL SHEATHING NOT PLACE STRAPS SPACED AND FASTENED AS ' T 4 G SUBFLOOR GLUED CEMENT PLASTER OVER' 7 4 G SUBFLOOR GLUED 4:12 OR GREATER, (I) LAYER UNDERLAYMENT 15 suawFORCLARITY) sHawWITH ONE ADDITIONAL DAcou AND SCREWED AS PER EXPANDED GAL V'D METAL LATH AND SCREWED AS PER PERMITTED BUT MUST BE PER ASTM D22R TYPE FASTEN sruoe To BLoac WALL WINDOW KNGP6ruD FASTENER SCHEDULE ON FORTIFIBER JUMB07EX FASTENER SCHEDULE 1I, A5TM D 4869 TYPE IV, OR ASTM D R151 WITH USP MSTA4S STRAP WRH FASTENERS AS SHOWN. INSTALL GRADE '0' PAPER OVER TYVEK BUILDING WRAP (REFER 70 STRAP EA. END (UNO) 1 SPACE STRAPS AS FOLLOWS: - � 410 MPH 'C'� 32' O.C. INTO ST (COM'ON NAILS INTO STUD l0.H8 DIA x I IR' 3/4' T 4 G SUBFLOOR GLUED STUCCO SPECS FOR COMPLETE AND SCREWED AS PER -K.0 MPH 'C'. 32, O.C, Lam') INFORMATION) FASTENER SCHEDULE ON IIAMMPH C' 4e' o..CC. 2x4 CONT. * TOP AND $7. OF SHEET D2 TOP of erro WALL FLR TRUSS (TOP 2x4 SUPPORTS SOLE P-LaTE- -- BT PLATE OF 2ND FLR, BTM. 2X4 y. FILL ALL REMANWG STRAP HOLES W/ I0d NAILS INTO PRE-ENG FLOOR TRUSS IS FOR WALL SHEATHING NAILER) -� PRE-ENG FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ C5) FASTEN EACH 2X4 RIBBON W/ ro WOOD BACKING SIMPSON HETA-16 EMBED. 126 NAILS EACH TRUSS. BTM. J' GYPSUM BOARD OR (5) 12d NAILS EACH TRUSS. BTM. RIBBON TO BE P.T. T� DO NOT PLACE SCREW IN TOP HOLE NEAREST To Tow STRAP ®32' O.G. MA x VERIFY RIBBON TO BE P.T, HIGH STRENGTH CLG. nASONRY WALL OF CMU CLOCK WALL W/ TRUSS PLAN WEEP SCREED gpgRp PRE-ENG FLOOR TRUSS a COM ECT BOTTOM OF (SEE DETAIL 2/D3) ( INSTALL PER MFG. SPECS.) = STRAP TO cMu BL. WALL uLOW. u IA Iso�Rr i• GYPSUM BOARD OR EMBED. STRAP VERIFY CONIC. FILLED LINTEL BLK W/ 1APcoa X HIGH STRENGTH CLG. BOARD W/ TRUSS PLAN (1) 115 REBAR CONTINUOUS CONIC. FILLED LINTEL BLK W/ CMU 5LOCKWALL —� acREu's s/s' THICK, 3 COAT PORTLAND (U "5 REBAR CONTINUOUS CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RIBBON EXTERIOR STUD WALL CONNECTION FLOOR CONNECTION AT PARALLEL/ FASTENING DETAIL TO FIRST FLOOR MASONRY WALL 2 PERPENDICULAR PRE—ENG FLOOR TRUSS SCALE: 3/4' =1'-O' A R C N I T E C T 5-1 Grou � Desi.n ��. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407.774.8078 FAX 407-7744078 www.abdesigngroup.com AA #: 0003325 J sumry as mol lIN SILVERADO LOT #21 BLK #6 PROim " 04128.000.02161 MODM- 4EBB "1828—CALI" GAPLAam B WING: RIGHT PAam: MONOLITHIC 2—STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHrrECT: STATE OF FL.ORIDA BCAIM 1/4"=l'-O" ffillww D4 ♦ e. Y r T e! I PRECAST HEADE"IN) 2 X 4 (MIN 2 X 3) 1.3/16 TAPCON OR DRIVE PIN MIN 54AW SIZE.145eWALL _ MIN HEAD SIZE 300 MIN EMBEDMENT 1 V4') 6' FROM EACH END ARID 43' O.C. MAX MIN 1-V4' EMBEDMENT r� 2 X 6 MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 w;G MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8` FROM EACH END AND Ill' O.C. MAX MIN I-1/4' EMBEDMENT 2 X 5 (MIN 2 X 9) 2-3K TAPCON OR DRIVE PM (MIN SHANK SIZEAS MIN HEAD SIZE 300OCKING MIN EMBEDMENT 1 1/41)EATHING WI 6' FROM EACH END AND B' SLK EA END O.C. MAX MIN 1.1/4' EMBEDMENTOftATHING ARCHWAY DETAIL /'_I116" AND UNDER SCALE: V2'•I'-0' Oft. TOPPLATE 2X4 16. OC. MAX .145 MIR HEAD SIZE 300 MR E V EA END NOT TO ARCHWAY EXCEED 18' OC. MAX 2X4 SOLID ST. PLATE BLOCKING SECURE V2'PLYWOOD- TO SHEATHING WITH OR 1/16' O.S.M. MWL 2-12d PER BL1C EA END EXTERIOR ARCHWAY SCALE: IR'•I'-0' O 14 O.SB. ORY2' PLYWOOD SHEATHING 0 90 BLDG. FELT Q 24' WIDE 26 GA GALVANIZED METAL FLASHING 0 MIST ADD D610, 36• WIDE AND AND MUST BE A MIN 24' WIDE METAL. 0 FIBERGLASS SHINGLES DBL. TOP PLATE 2X4 16' O.C. MAX SECURE 2X4 LLV 2-%1 TAPCONS OR DRIVE PIN (MIN. SHANK SIZE U45 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y' W/IN 8' EA END NOT TO EXCEEC 18' OC, MAX 2X4 SOLIE BLOCKING SECUR TO BREATHING Wlh MIN. 2-12d PER BLK EA ENE PRECAST WEADEIKMN) 2 X 4 (MIN 2 X 3) I-3/16 TAPCON OR DRIVE PM (MIN SHANK NZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1141) 8' FROM EACH END AND B' OC. MAX MIN 1-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2.3/I6 TAPCON OR DRIVE PIN (MIN SHAW 6IZE.145 MIN 14EAD 817E 900 MM EMBEDMENT 1 1/49 8' FROM EACH END AND IS' O.C. MAX. MIN 1.114' EMBEDMENT 2 X S (MIN2 X 3) 2-3/16 TAPCCJM OR DRIVE P(MIN SHANK SIZE.145 MIN 14EAD SIZE 300 VI6' 086 BHEATHMG MIN EMBEDMENT I 1/4') 2X4 16' DC. MAX 8' FROM EACH END AND 10' (WHEN OVER IS- IN HEIGHT.) OC. MAX. MIN 1•Ilb' EMBEDMENT 2X4 SOLID BLACKING - SECURE TO SHEATHING W/ MIN. 2-12d PER BILK EA END ARCIjWAY DETAIL �1 16 AND UP SCALE: IR'•I'-0' rFICLOSED VALLEY FLASHING DETAIL TRUSS 1/2' CLG. BOARD G TEXT. SIMPSONJ SP4 • 32' 911-IF'SON SP4 2X4 DBL. TOP PLATE O.C. e 32' OZ. 1/2' DRYWALL 2X4 WOOD STUDS 016' OC„ UN.O. ON TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON SP4 0 92' O.G. MAX 1/2'X9' AB. 32' OC. 1' EMBEDMENT CONC. SLAB 2 -5'♦ CONT. 1-STORY TNT. BEARING WALL SCALE: 1/2'•1'-0I/2'•I'-0' NOTE: FOR WALLS W/1,10 UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CON ECTOR& DOUBLE TOP PLATE 2x4 CONTNNOUS STRESS BLOCKING MID WALL 2x4 STUDS • I6' OC. MAX, UON. 3' T ( G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MOTA-36 0 32- 0C.MAX PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE 2x4 CONTNCUS STRESS BLOCKING MID WALL 2x4 STUDS 0 16' OC. MAX, UON, 1/2' GYP. WL. BD. SECURE ST. PLATE TO SLAB W/ }'.%' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. FIN SIMPSON SPA • 32' OC. MAX �a1 INT. 2-STORY L.B.W. SCALE: 1/2'.1'-0' PRE-ENG TRUSSES OR CONY. FRAMED RAFTERS a' Ozz. SHEATHING OR j' COX PLYWOOD SECURED PER FASTENER SCHEDULE 2.4 BLOCKING TINDER WALL STUDS SCUD BETWEEN TRUSS BAYS W/ (3) 12d'♦ EACH END 2x DOUBLE TOP PLATE STUDS 0 16, OZ. MTS-12 a EVER STUD 2X4 ST. PLATE DORMER n9 ATTACHMENT SCALE: V2'•I'•0' DBL. TOP PLATE SECURE 2 X RIP TO FIT WR-UdB 6'-8' OC. MAX. 1/B' TEXTURED FINISH 1/I6' OSB SHEATHING 2 X 4 K' OC. MAX (WHEN OVER 16' IN HEEGHT.) 2 X 4 (WHEN OVER 16' IN HIEGNT.) 1/4' TEMPERED MABONITE GLUE G NAIL IF NEEDED. 2 X SOLID BLK'G 0 ARCH SECURE W/2-12d EACH END ATTACH ENT PER MANUFACTURER'S SPECS. MTL WDW FRAME •NOTE NO GAP • WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL A CUTAWAY SCALE, )R'•1'-0' 2 X 4 (MIN 2 X 3) 1.3/16 TAPCON OR DRIVE PM (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') S' FRCM EACH END ARID IS' EXISTING BLK ASV. O.C. MAX. MIN I-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 312-3/16 TAPCON 1/8, TEXTURED FINISH OR DRIVE PIN (MIN SHAW SIZE.145 MIN HEAD SIZE 300 1/16' 090 SHEATHING MIN EMBEDMENT 1 I/4') B' FROM EACH END AND M' 2 X 4 16' O.C. MAX. O.G. MAX. MIN1-I/4' EMBEDMENT (WHEN OVER ib' IN HEIGHT.) 7 X 4 (WHEN OVER I6' 2 X 8 (MIN 2 X 3) 2-3/I6 TAPCON 16' M HEIGHT.) OR DRIVE PIN MIN SHANK SIZEU45 MN HEAD 61g 300 MIN EMBEDMENT 1 114') 2 X SOLID BLK'G 0 ARCH SECURE Wl/1-Qd EACH END S.FROM EACH END AND 10' ATTAC 4 ENT PER OC. MAX MIN 1-1/4' EMBEDMENT MANFACTURER'S SPECS. MTL WDW FRAME 1/4' TEMPERED MASCNITE GLUE G NAIL W/8d'8 S'-12' OC 'NOTE: NO GAWP 0 DW FRAME TO EXCEED 1/4' IF HEEDED. ARCHWAY DETAIL CUTAWAY �,LLr � SCALE: IR'•1'-0' ROOF TRUSS UPLIFT CONNECTOR NOT SHOLUN FOR CLARITY (SEE SHOP DIUSSJ EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE UP US- SPT24 NAIL PER MANUP. SPECS. SECTION AT TOP OF EXTERIOR WALL 6 SCALE: NTS ASPHALT SHINGLES OVER W FELT ON 1/16' 0.8B. PRE-ENG GABLE TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE G CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT �- CONY. 1,4 SPF RAT RLN ' SECURED W/ (2) 12d'♦ 0 EACH TRIM l2) 2.4 e! S.Y.P. DIAGONAL BRACE W/ (3) 12d'0 0 EACH TRUSS (DIAGONAL X-BRACING TO COVER 5-TRUSSES A'GYPSUM BOARD OR J' HIGH STREHIr 'TH CLG. NOTE: BOARD DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE 0 ANY SPAN B'-0' OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT- 0'-0' TO 30'-0' (1) X-BRACE 30'-V TO 60-V (3) X-BRACE lU X-BRACE 0 CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END �n1 GABLE X- BRACING SCALE, 1/2'-V-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4)10d GUN NAILS %tea n Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS 0 EA. TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TRUSSES PRE-ENG. TRUSS ALTERNATE caNNEcnoN CONV. FRAMED ROOF MSTA-24 RAFTER TO BLKG SCALE: V2'•I'•0' BETWEEN TRu6SEs 0'-0' TO 30'-0' (1)'X' BRACE 30'-1' TO 60.-0' (3)'X' BRACE (I 'X' BRACE 0 CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER •30 FELT ON 1/Ib' 0U38. (2) 2X4 4 SYP DIAGONAIL BRACE —V W/ 3-12d 0 EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING WHERE 'X' SRACING IS PRESENT (2) Vd NAILS EA END TO TRUSS 1/1V OSB SHEATHING TRUSS 24' oc. USE Ed NAILS AT 4' — EDGE 4 6' ...FIELD I/2' CLG. BOARD 2X4 IWU1/ 3/8' X 5 L.21 s32' C . MA NAIL CONT, RAT RN TO OR SIMP80N MBTA-24 a 32' OZ. MAX. TRUSS W/ (2) 12d a EA TRUSS 2X4 SYP RAT ADJACENT 70 DIAGONAL BRACE. SHEATHING NAILING TO BE 6' OC. IN FIELD DBL TOP PLATE 4' OC.OALL EDGES W/8d NAILS 2X4 STUD 16' O.C. MAX. n2-STORY GABLE END CROSS BRACING SCALE: V2'R... • II15 UPLIFT SIMPSCM HTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CCNT POURED LINTEL • 2350 UPLIFT (2)SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL WAO 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCCNS TO CONT -POURED LINTEL PRE-ENG TRU58 CONTINUOUS BOND BEAM TAP CANS MIN 2' COVER V APART g TRUS AN HO RET 0 ' IT N.TUN. 12, z FINISH 61 LANDING 3/4' PLYWOOD FF, DBL 2X6 \ r 3v" MIN. FINI51-I yl 3/4' PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED THRU 3/4' FINISH e LANDING PLYWOOD INTO EACH STRINGER 3/4' PLYWOOD FF. LESS THAN 4' TYP. 3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD ETWEEN SPINDLES REINFORCED W/2X4 SPFOR CUT TO FIT JOIST W/CONY. BEAD OF IX8 RISER SUB -FLOOR ADHESIVE o° PL-400 OR SIMILAR a z HAND RAIL EA HORIZONTAL RUN m SECURE TREADS TO STRINGER W/(3)OS 3" SCREWS a EA v STRINGER, UNTHREADED SHANK 1/2' DRYWALL TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING IX10 TRIM NOTE: i I' NOSING TYP. STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) (3) 10d GUT NAILS -1-3/4" MIN. TREAD 10% MAX. RISER 3/16' MAX. VARIATION IN RISERS/TREADS SLEEPER INTO v Q ADJACENT TO EACH OTHER SLAB F 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4" +-1/4' OR PROVIDE EQUIVALENT GRASPABILITY 3 STAIR SECTION DETAILS WINDERS- MIN. 6' WIDE s NARROW END MIN, 11' WIDTH m 12' FROM NARROW END SCALE: 34' MIN. HANDRAIL HGT. L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-7744078 www.abdesigngroup.com AA $: 0003325 F ti v O V O O --A 0 POOR. ae LOT SILVERADO LOT #21 BLK #6 PAOJECT# 04128.000.02161 Yopm 4EBB "1828—CALI" GARAGE SWING: RIGHT PAGE: MISC. DETAILS 150 MPH EXP. B PRODUCT APPROVAL LISTING -SHINGLES -STANDARD PRODUCT APPROVAL LISTING EXPIRATION DATE FL 10446-R4 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10447-R3 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10456•113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-112 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244-R1 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17243 FL 17241 FL 17236 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244 FL 6223-112 FL 17236 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 7473-116 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR 12/31/2018 FL 12019-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR 7/31/2019 FL 14039-R2 PLYGEM SINGLE HUNG 2014 FBCR 7/31/2019 FL 14634-112 PLYGEM SLIDING GLASS DOOR 2014 FBCR 7/31/2019 FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-R3 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 15217-R4 MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349-R4 MI WINDOWS & DOORS SLIDING GLASS DOOR 2014 FBCR 12/31/2017 FL 15333-R2 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR 12/31/2017 FL 15076-R3 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR 12/31/2017 FL 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 15279-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5891-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR 12/31/2018 FL 10758-116 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2018 FL 10477-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13192-R4 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13223•R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265-R2 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 4303-118 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL 158-R8 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM W WW.FLORIDABUILDING.ORG CONTROL DATE: 09/26/201 ARC N I T E C T a 1 6 Design Grou me. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407.7746078 FAX 407-7744078 www.abdesigngroup.com AA B: 0003325 F y a 0 y 0 aUBD:v le LOT SILVERADO LOT #21 BLK #6 PIMJZCT* 04128.000.02161 MODEIe 4EBB "1828—CALI" OA %AGZ 8TMG: RIGHT PAOm: PRODUCT APPROVAL LISTING 150 MPH EXP. B DRINT A 11/7/17 aCAIJE 1/4"=1'-O" skam T D6 PREFORMED CONTROL JOINT — FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • S' O.TC. MAX (VERT A NOTEL DO NOFASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ %'LEG MAY BE USED TO SECURE CONTROL JOINT tEMP. DURING INSTALLATION FASTENERS TO BE SPACED • T' O.C. MAX VERTICALLY WWI vATO;H. i' THICK. 3 COAT CEMENT PLASTER WRB LAYER -2, FORTSIBER BUILDING PAPER APPROVED METAL LATH FASTENED •T' (VERT.) O.C. MAX AT SUPPORTS IUGB LAYER 1, STUCCO WRAP WOOD SHEATHING HROUGH CONTROL OINTS BUT SHALL STOPPED AND IED AT EACH SIDE. PROVIDE 2X4 BLOCKING R ASTM CI063 PLACED FLAT MAX. b' TO S' .10.1A FROM CON TROL JOINT ALIEN CONTROL JOINT FALLS ON FASTENERS FOR LATH TO BE NAILS 0 �- / STRUCTURAL STUD TAPLES IN COMPLIANCE W/ ASTM CI063 . WIRE TIES TO BE (NO. 10) 0,0415' WIRE / . BLOCKING SHOWN MAY BE IN ADDITI \ O WALL STUDS REWIRED PER PLAN O"W TYPE CONTROL JOINT OL FOLD 3■41rD . tK. A ®FOLD OL — nu)A� - FT. A 2. dQAe! . PT. D 3. LIRSAeE - PT.G ® ®FOLD . TT FELT UmEIeLAY181i— eWNOL7iE �M '-' DRIP I.DDE' mL Ovlf9V, EXIEND V2' MaLOW x"aeTE '"I NMI:s. NaCNANILALLY N 4• oa cox Ot. TgLD 141411D . R. A 2. LIEA9E . Pr. D I ® L TOLD Rdllyep - A. A 2. CI@AeE . PT. D 9. CIff4BE . M. C 4 GOLD PT. C OVER Pi. D TILL M. L TClltl■e BOTTOM 0.NL-E re DOiTO® FLN1Ci! WATER T— eEALFOLD, D2 tl2]'. cur. J' THICK 3 COAT CEMENT PLASTER (FR44), 42. 2 COAT GB'!NT PLASTER (LM)) WEB LAYER -2, FORTIFIBER BUILDING PAPER rrR.NL ONLT) U RB LAYER 1, STUCCO UZAP rn-Ar¢ ONLY) LAP LAYERS OF WILPM WRAP OV@R NAILM R. E. STOP IIIIID aP26PX 1X' Aeon eft rRGAl1! ONLY) RATS OR CY11 ExrER1oR ' 9x9 WALL RA9NerG o C DETmu i KI TAILI ROSINING reEE �� nalTall lucxour FLA611fY3 AT BOTTOM OP ISL�F WALL INTEREELTIONe NOTE, APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING MEMBRANE 6' • VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE ENDS) 1 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER ALL SEMIS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE WRAP. WITIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE H FORT -:-.- / I' OR LESS PIPE — / \ PENETRATION LA® - nETAL LATH \ X X X — CUT AND OVERLAP ONE SIDE CF �I METAL LATH SELF -ADHERING MEMBRANE l PLASHING 01 UAiB LAYER 1, I d' THICK 3 COAT CEMENT STEP STUCCO WRAP I PLASTER a n1N PAPER LAP eE�Ou o.L. METAL LATH UA@B LAYER -Z, FORTSIBER / I URB LAYER -2, FORTIFIBER BUILDING PAPER BUILDING PAPER IURB LAYER 1, STUCCO WRAP IINSTALL FASTENERS (CLIPS, WOOD SHEATHING STRAPS, STAPLES) AS REQUIRED TO SECURE PIPE/ WITS TO FRAMING 2 APER AP SCALE, 11/2'.I'-0' ® KICKOUT DETAIL WATER T1611T ME la OR SOLDER Do NOT = VERTICAL LATH & PAPER DETAIL NOTE. SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETILEEN SUPPORTS LOTH 0,0418-IN. (1.21-MM) WIRE AT INTERVALS NOT MORE THAN S' (225-1-1IN). AS PER ASTM C1063 1,81 FOR REPAIR OF TEARS IN U.RB LAYERS, TEARS MAY BE PATCHED &HOUSE WRAP TAPE PER MANS. SPEC. OR PEEL G STICK WOOD SHEATI BUILDI' PAPEF STUCG HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WR5 LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WR5 6 TAPE OVER ROOF/WALL SCREED 7 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING z (NAIL TO ROOF DECK, NOT m �I WALL SHEATHING) I CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF ROOF PER ELEVATIONS @L" FLASHING N.T.S. 4• N.T.S. 6'x6'SELF-ADHERING MEMBRANE FLASHING (COMPATIBLE UU HOUSE WRAP MATERIAL) OVER 4 A4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHhJG TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF TEP FSLDEL -ARING. MEMBRANE '12 HING Upm LAYER 1, STUCCO WRAP MW LAYER 9. FORTPISER BUILDING PAPER METAL LATH b'xb' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE ILRAP, FL48HRJC TO EXTEND TO PIPE 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE COW. BEAD OF SEALANT AIR ELASTOMERIC COATING OVER STUCCO( C.V. FINISH (SEE TTP WALL SECTION) SECTION PER FI3C sAnaR p ■rnna Exterior age of portienC content plaster shell comply with Ihs application nqubements of ASTM C M"IZA. IBslaNatlon of exterior I-fty and tr icnim hell compy . ASTM C 106&12A LEGEND IL DRAINAGE PLANE (WR5 LAYER #l, STUCCO WRAF) U)RB LAYER #2 (FORTIFIBER — — — — — — 5UILDING PAFFER) METAL LATH x—x—x—x STUCCO == WOOD SHEATHING 5ELF-ADHE51vE FL,45HING — — — — — — NOTE: METAL LATH: LATH TO 5E PER FBC R-103.6.1 / 45TM C-04-1-0S, MIN. 2.5 L56- PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A N C N IT E C T E 6 DesE Grou -� LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.aom AA 8: 0003326 W y W 0 V O W A r 0. a eu=rv. as LOT SILVERADO LOT #21 BLK #6 PROinCT/t 04128.000.02161 MODRio 4EBB )'1828—CALI" GARAGR BVING: RIGHT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHrrECT-. STATE OF FLQWA i ROLAND A CRA AR NO 93723 re"Im 11/7/17CAM 1/4"=1'-0" sm 7 V 1 YJL INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. FLASHING TO SEQUENCE OF BE: I. BOTTOM. 2. SIDES, 3. TOP X. VENT CAP IS TO BE SET IN BED X OF SEALANT AT TOP AND 1 4 SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT i; WATER AWAY FROM JOINTS. II.X:: E-Z BEAD ALL AROUND {' VENT -APPLY SEALANT ALL X JOINTS AND INTERSECTIONS ,.1, APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO — ON ALL SIDES. Y1 CAULKING • JOINT ALL AROUND PER FBC R703.6.1 --- -- ''iI Exterior IatMng and plastering BACKER ROD 0 Exterior use of portland cement plaster shall comply with the application j F requirements of ASTM C 926.12A. 1 X Installation of exterior lathing and framing X. _ shall comply with ASTM C 1063.12A. _ WRB LAYER -1,--- STUCCO WRAP III ' HOODED VENT X a' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING 6 A DRYER VENT (FRAME) WrJOD SHEATHING LAYER STUCCO WRAP LAYER 4, FORTIFIBER BUILDING PAPER UlOOD ~ CONS'NCTICN t'4 —METAL LATH 8' CMU S VINYL CASING BEAD 6' RAISED BAND ti} J6' TOY- MID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASWW. STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK In!w DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING =2 SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R103.6.1 / ASTM C-84'I-m9, 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 PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPEF OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESI' FLASHING ONSTA PER MANUF. SPE BUILDING PAPEf UNDER 'QUICK PI A VENT PENETRATION 1-1 SCALE: N.T.S. ELEC. METEF VERIFY LO APCC AI I V K=L. =IVC STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEG. METER FIELD VERIFY LOCATION _ I I I APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM " " "' I-- �R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC.WIRE PENETRATES CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER w2, FORTIFIBER BUILDING PAPER 9' THICK, 3 COAT CEMENT PLASTER la' TO Ya' MID -WALL WEEP SCREED 6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) :;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT ELECTRICAL CONDUIT PENETRATION WOOD SHEATHING LAYER', STUCCO WRAP W2B LAYER "2, FORTIFIBER BUILDING PAPER METAL LATH WOOD T/S' TEXTURED CONSTRUCTION �FINIS44 s WOOD FASTEN TO WOOD STRUCTURAL MEMBER a T' O.C. MAX a' CMU Ys' TO J$' MID -WALL WEEP SCREED r �6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN ___. .. MASONRY BEFORE APPLYING �` Ll__ FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING STEP 1*l APPROVED HOUSEWRAP _ BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE STEfi #3 APPLY E-Z OVER 60 MI GRADE "D' FELT-PROvI SEALANT AT JOINTS AND INTERSECTIC a, WRB LAYER 41, —; I STUCCO WRAP CUT 'X'INTO SELF -ADHERING X MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER I &TEE #2 e APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING t El FLASHING OVER APROVED HOUSEWRAIP WRB LAYER fl, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEF #,. ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *5 STEF #ro (A)ELECTRICAL RECEPTACLE A E C N I T E C T E Design GM Inc. i44i N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesIgngroup.com AA M: 0003325 F W y U w 0 y 0 F 4 numirv. ee Loan SILVERADO LOT #21 BLK #6 [PROJWT# 04128.000, 02161 MODIM 4EBB "1828— CALI" GARAGN awWO: RIGHT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B WOOD SHEA WOOD CONSTRUCTION 1/4' HAT CHANNEL Whg' TYPE 'X' DRYWALL WOOD SHEATHING —4 WRB LAYER 'I, — STUCCO WRAP THICK, 3 COAT GEI, PLASTER WRB LAYER sl, STUCCO WRAP �v AMICO AM66-_ _-TBO CUSTOM CASING BEAD EXT. WOOD FRAMED WALL WRB LAYER M, STUCCO WRAP SUB -FLOOR DECKING WRB LAYER -2, FORTIFIBER BUILDING PAPER PRE-ENG'D TRUSS d' THICK, 3 COAT CEMENT (LEATHER RESISTIVE - PLASTER BARRIER -1 W SAF. c TOP OF WEEP SCREED WEATHER RESISTIVE - TO SHEATHING BEHIND WEEP SCREED BARRIER °2 a' THICK, 3 COAT CEMENT 4-POSITIVE DRAIN WEEP SCREED PLASTER METAL LATH WOOD SHEATHING 6'SELF-ADHEREING FLASHING WRAPPED • TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER STUCCO WRAP " " WRB LAYER -2, FORTIFIBE MBUILDING PAPER i " 6'SELF-ADHEREING i FLASHING WRAPPED • CORNER OF CANTILEVER 4' WEEP POSITIVE SCREEDRAIN D NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. @ CANT. NOTE: METAL LATH: LATH TO BE PER FBC R-103.ro.1 / ASTM C-841-0S, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER "1 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER 02 BEAD VINYL!alwa ^ d' THICK 3 COAT CEMENT PLASTER 5/8' TYPEWALL METAL LATH W/TEXTU�WOOD SHEATHING THICK, 3EMENT :. (2) 2x12 HEADER PLASTER4' POSITIVE DRAIN VINYL BEAD WEEP SCREED VINYLBEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE 55 BARRIER •1 WEATHER RESISTIVE BARRIER -2 VINYL711WOOD, J' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE METAL LATH W/TEXTUREOOD SHEATHING ]'THICK 3HEADER/BEAM PLASTER VINYL CORP. 4' VINYL WEEP SCREED VINYL CASING BEADNO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION S EXTERIOR GRADE DRY WALL 4' POSITIVE DRAIN _ J' THICK 3 COAT CEME n IFFP 5ra�cn PLASTER -- — -- VINYL CORNER BEAD NO GAP IN FIELD VINYL CASING BEAD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LATER #I, STUCCO WRAP) WRB LATER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO FINISH LAYER (2 LAYER PEEL 4 STICK)-\ 6' PEEL STICK .DRIP EDGE TO DECK I JQXI %' P.T. OR SIMULA WOOD (TREX) FILLER CONTINUOUS WATER PROOFING let �\ LAYER (2 LAYER FEEL STICK) WRAPPED FROM BALCONY DECK TO — CANTILEVER 6' PEEL 4 STICK DRIP EDGE TO DECK--\ I )J'XI -1/4' P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Y4' GAP FOR BACKER ROD 4 SEALANT FINISH LAYER (2 LAYER PEEL 4 STICK) 3/4 RESILIENT HAT CHANNEL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER ' VINYL CORNER BEAD VINYL CASING BEAD —� 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, Yt' MIN, SPACE FROM DRIP FACE TO TREX )4GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE Ica n i BARRIER -2 DECK MEMBRANE, EXTEND OVER DRIP EDGE 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, h' MIN. SPACE FROM DRIP FACE TO TREX ANYL CASING BEAD WATER PROOFING Ist LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 9' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING WEATHER RESISTIVE BARRIER -1 (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP x—X—x—x 11A EDGE INSTALLATION WOOD SHEATHING 22 SELF-AD+-IESIVE FLA5�4ING — — — — — Ill Ya GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WOOD SHEATHING XUMN SHEATHING FATHER RESISTIVE ARRIER •1 =ATHER RESISTIVE ARRIER -2 SAP. \ -EEL 4 STICK I Yp'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1 x' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,,4' MIN. SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER "2 EXTERIOR COLUMN m COLUMN SHEATHING \\1 PEEL 4 STICK ,6' SAF. \ I Y2'x3' -L' FLASHING SU8 FLOOR \FULLY EMBEDDED IN I�1 ROOF CEMENT " - 1 1 Yt'' X 3' 26 GA. GALV. - METAL DRIP EDGE 1 ,4.XI )i' P.T. OR SIMULATED SET IN FULL BED OF WOOD (TREX) FILLER, SEALANT, X2' MIN. CONTINUOUS SPACE FROM DRIP FACE TO TREX Yi GAP FOR SEALANT VINYL CASING BEAD OPT. BACKER ROD. WATER PROOFING 1st MODIFIED w LAYER (2 LAYER FEEL 4 3/4 RESILIENT STICK) WRAPPED FROM HAT CHANNEL I BALCONY DECK TO VINYL CASING BEAD CANTILEVER J' THICK 3 COAT CEMENT PLASTER 5/6' TYPE 'X' DRYWALL _ I METAL LATH W/TEXTURED 4 PAINTED I WOOD SHEATHING FINISH THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER I FI VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"T" T:T ACUTT-,Tr\ - 2x FRAMING MEMBER WR5 LAYSTUCCOWER -1, R THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRSLAYER '"2,FORTIFIBER -_i 2 1/2" - CORNER BEAD BUILDING PAPER _ WRB LAYER "I, - FASTENED TO SHEATHING -1 METAL LATH STUCCO WRAP a O.C. MAX. THICK, 3 COAT CE WRB LAYER 02, FORTIFIBER #' PLASTER BUILDING PAPER � 1 WRB LAYER 01, 6'SELF-ADHERI� ' I METAL LATH ' � STUCCO WRAP FLASHING �� ��•1 THICK, 3 COAT CEMENT -- -WOOD SHEATHING VIEW PLASTER - METAL LATH DRIP CAP -'I CLARITY) j WRB LAYER 02, FORTIFIBER i BUILDING PAPER WINDOW FLANGE ,v CORNER BEAD @) FRAME 14A �4-4- CORNER BEAD (FASTENER d SPACING ID -1" O.C.) CMU %" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1q-B CORNER BEAD C� BLOCK WRB'LA'YER "I, STUCCP WRAP WRB LAYER s2, FORT( BUILDING PAPER — METAL LATH \ I THICK, 3 COAT CET' PLASTER , 6"SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE - 15B CASING BEAD C WINDOW ( FRAME, NO BAND) A R C H IT EC T S Despn GIfou Eno. + LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdeslgngroup.corn�Y AA #: 0003325 y 0 G F a dVHDIV. ds LOT SILVERADO LOT #21 BLK #6 P1oJwT/E 04128.000.02161 MODais 4EBB 1828— CALI" OARAOS BTIDM- RIGHT PAGIM WALL ASSEMBLY DETAILS 150 MPH EXP. B ol WOOD SHEATHING —� WRB LAYER -1, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER ,'SELF -ADHERING FLASHING / VINYL ANGLED CASING BEAD DRIP CAP — WINDOW FLANGE VIEW FOR CLARITY) WRB LAYER "I, — STUCCO WRAP VINYL ANGLED WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH J" THICK, 3 COAT CEMENT PLASTER WRB LAYER 02, FORTIRBER c, BUILDING PAPER \ METAL LATH f THICK, 3 COAT CEMENT PLASTER ,'SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE CASING BEAD @0 WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP ix WRB LAYER 02, FORTIFIBER BUILDING PAPER g" THICK, 3 COAT CEMENT PLASTER Lx 4 VINYL ANGLED CASING BEAD VINYL CASING BEAD %is I Y,' C3AP TYP ABEAD TO T TO TRIM IX TRIM MEMBER Is STUCCO TO SIDING TRANSITION SIDING STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER +1, STUCCO WRAP \— CASING BEAD - ,' SELF- ADHERE ING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CCNSTRUCTIDN V— BEYOND WOOD SHEATHING WEATHER RESISTIVE BARRIER 'I BMATWER ARRIER RESISTIVE ?� X T Yi LAP SIDING / / / \ b' SELF -ADHERING LLGb' REVEAL / / FLASHING b' SELF -ADHERING L FLASHING L \ I WEATHER RESISTIVE / \ \ e BARRIER -1 STARTER STRIP \ \ BARRIER RESISTIVE DO NOT CAULK OR I I \ \ y b' SELF -ADHERING SEAL OPFNINC - / FLASHING --- - \ GALV'D METAL GALV'D METAL •Z' FLASHING Z' FLASHING -- DO NOT CAULK OR I Y' X b' SIMULATED SEAL OPENING WaOD TRIM MEMBER �' / \ SIMULATED WaOD TRIM MEMBER \� SEAL GAP W/CAULKING / DR APPROVED SEALANT � AT Lwr•� i- BEAD SIDING TO STUCCO ® BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER FBC R-103.0.I / ASTM C—&47-09, MIN. 2.5 LBS. WOOD SHEATHINCs PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LATER #1, BE ONDO JSTPo1CTIgJ STUCCO WRAiP IIIIEAATTNERRESISTIVE- BARRIER 'I HEATHER RESISTIVE - BARREiR-2 WRB LATER #2, FORTIFIBEfR REE i4 ALLAP SIDING BUILDING PAPER 6. SELF--EADHERING— FLASHING METAL LATH STARTER STRIP — (EXPLODED a THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) CASING BEAD @b RAISED 1 7 A BAND ( FRAME) SCALE: 1 1/2"=1'-0' GALV'D METAL 'Z' FLASHING -- -- - --------- ------- --------------- --------- - ----- - -- i' THICK, 3 COAT CEMENT SEALANT PLASTER ' 1 METAL LATH r 11 r r WINDOW FRAME ---- - .a � .. _ WRB LAYER 02, FORTIMBER BUILDING PAPER i / E-Z BEAD VINYL CASING ✓ (W/3/s' FLEXIBLE PVC BACKER ROD) WRB LAYER •I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER ,' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMING —� MEMBER DETAIL BELOW EXPLODED FOR CLARITY --------------------------------------------- ----------------------------------------------- iY4" GAP TYP THICK, 3 COAT CEMENT CASING BEAD PLASTER ' SEALANT —� / TO WINDOW --METAL LATH r I r , jjj WRB LAYER 02, FORTIFIBER WINDOW FRAME / BUILDING PAPER FRAME i / _ WOOD SHEATHING b' SELF -ADHERING I — FLASHING / II WEATHER I ESISTIVE L AP 6BARRIERABOVE TOP \\ I OF Z' FLASHING WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE / BARRIER -2 \ \ / GALV'D METAL I I / Z' FLASHING DO5 (rAULK OR I Y� x 6' SIMULATED— — ` ` CF Z' FLU TOP WOOD TRIM MEMBER _ E-Z BEAD VINYL CASING IYi x o' SIMULATED (W/v PLEXIBLE PVC \ 1 / , WOOD TRIM MEMBER BACKER ROD) \ / I b' SELF -ADHERING b' SELF -ADHERING I , I FLABHttJG FLASHING \ Ye' TNIGC, 3 COAT \\ I I SEAL GAP W/CAULKING CEMENT PLASTER \ OR APPROVED SEALANT WEATHER RESISTIVE \ WEATHER RESISTIVE BARRIER'I BARRIER 9 WEATHER RESISTIVE E•2 BEAD VINYG L CASING, BARRIER -S (W/iL' PLEXIBLE PVC BACKER ROD) SIDING TO STUCCO WEATHER RESISTIVE ® FRAME TO FRAME BARRIER TRANSITION 1J1J h-�ily� 6 j! -• _ WINDOW FLANGE WRB LAYER "I, STUCCO WRAP ,' WIDE PEEL s STICK OVER FLANGE �— E-Z BEAD VINYL CASING CW/3/a' FLEXIBLE PVC BACKER ROD) I 2X FRAMING f_j�� � MEMBER -APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP -------------------------------------------------------------------------------------------- �EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 1*2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING F=2 _22T/7T1� SELF—ADHESIVE FLASHING — — — — A R C H IT E C T S 6 Des' n Grou y..] LONO WOOD, FL 32780 '. PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com en •• nnn mFi ESLJSDm a LOT: SILVERADO LOT #21 BLK #6 PROJECT* 04128.000.02161 MODEIs 4EBB 1828— CALI" GARAGE OTrMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B CUT HOUSEWRAP AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW - OPENING I APPROVED HOUSEWRAP OVER SHEATHING OVER U10 STUD WALL STEP I IINSTALL 6' SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL. I' BELOW SI FLEXIBLE F 'DO NOT SE FIN TEMPORARILY FOLD -UP 4 SEC I-IOUSEUR2AP lO TUCK FLAP UND at HEAD FOLD HOUSEUR IN AT JAMBS 4 SLOPE SILL R. NSTALL 6' SELF -ADHERING FLASI4W. OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE EMEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP GAP STEP "7 MIN ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TN FLASHING AT THE FOLD DOUN DIAlGc ACRO WINDC APPLY %, NOM.— ;ONTINUOUS BEAD :IF SEALANT AT IAMBS AND HEAD or kPPLY TO BACK OF JINDOW NAILING LANGE IN LINE W/ °RE -PUNCHED 40LES OR SLOTS. VIDE ADHESIVE — EXIBLE FLASHING ";ER DRIP CAP 'ECTO-WRAP EQUIV) WINDOW FLASHING INSTALLATION DETAILS 1 O (FULL WRAP) 6G,4LE: NTS STEP 4- STEP J INSTALL PLUMB,L AND 84% MANUFAC WRITTEN NSTRUC7 EMBR APPLYAN ME FLASHING OVER JOINT NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING I� HOUSEURiAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS I WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. JI l NOTE -- —� CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF IIEXTERIOR RETROFIT WORK �I NOTE REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE H WINDOW OPENING NOTEL I SEAINTERIOR PERIMETER OF WINDOW WITH (SEALANT A N C N t T E C T a Des�n PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F h 0 U N O F 0 ti SUDDIV. 86 LOT SILVERADO LOT #21 BLK #6 PROJECT* 04128.000.02161 HODEIs 4EBB "1828- CALI" GARAGE IIIIIIIII►ING: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B ARCHRECT. STATE OF FLORIDA �I v mm 11/7/17 SCALE: 1/4 71'— 0" BUM= V V A5 Alk w Ab 2x(o SUB -BAN} W/1'x4' NOTCH 9 END, WRAPPED IN PEEL 4 STICK DRIP EDGE I� 1/8' TEXTURED I �� FINISH w WOOD 1/2' TEXTURED FINISH 0 CMU / METAL FASCIA \� WRAP Ye. FROM STUCCO, 1" FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) \� \� NOTE: NOTCH FOR 2X6 \� SUB BAND ONLY ®ELEVATION fL� ..� I/V TEXTURED FINISH • W'OOD, 1/2' TEXTURED FINISH a CMU METAL LATH x METAL FASCIA WRAP �1 WOOD SHEATHING x x x OR CMu x x x x x WB RLAYER -1, x x x x x x STUCCO WRAP (FRAME ONLY) - WRB LAYER "2, FORTIFIBER - ... BUILDING PAPER x x x x x x x x x x x x (FRAME ONLY) / x x x x x x x x x x x x x 2X6 SUB BAND rn ROOFING CEMENT x x x x x x x x x x x x x x x x x x x x x x x� DRIP EDGE x x x x x x x x x x METAL KICK OUT i x x x x x x x x x x ©PLAN 5 x x x x x x x x x x x x x —ROOF KICK OUT REMOVED \` FOR CLARITY ROOF DECK (BEYOND) DRIP EDGE, I' OFF WALL NOT INTO STUCCO) — �1/8" TEXTURED FINISH m / WOOD, 1/2' TEXTURED i / FINISH A CMU 2x(o SUB -BAND W/I'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I' OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT 9 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND WA'x4" NOTCH 10 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL ® WALL SUB BAND DETAIL C WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND W4v2'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/lY'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK A& ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A S C N IT E C T S 6 Design GrOU lie. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesign9roup.com AA N: 0003325 z y m 8 w 0 z w 0 it c FORM. 41a Lo SILVERADO LOT #21 BLK #6 PROJMT# 04128, 000. 02161 MoDmu 4EBB "1828—CALI" GARAGR BWMG: RIGHT PAGIM WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B ol ARcHrrECT.. STATE OF FLORIDA *; j � A 11/7/17 sCAM 1/4"=1"-0" air A 6 a.o.e 2,362s�`{� 0