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Home My WebLink About6904 Silverado Ranch Blvdt • STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PLAN REVIEW 991828-ck-,/AL199 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS • FLORIDA BUILDING CODE, RESIDENTIAL, ABV. ABOVE LAY, LAVATORY 5TH EDITION (2014) A/C AIR CONDITIONING LUM, LUMINOUS • ALL LOCAL AND STATE CODES ALT. ADIUSTAINs ALTERNATE M.C. In MEDICINE CABINET MANUFACTURER AMP. AMPERAGE MIN. MINIMUM • OCCUPANCY - RESIDENTIAL, GROUP R3 BD BOARD Im. MOUNTED • CONSTRUCTION TYPE - VB CL C CAB. LINE CARNET CABINET N.T.S. N.T NOTMETT NOT TO SCALE • MIN. INTERIOR FINISH - CIASS B CLG. CEILING o.C. ON CENTER •BASIC WIND SPEED - Vult=150 MPH CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON Vasd=116 MPH CPT. CARPET PH. PHONE • EXPOSURE - B C.T. CERAMIC TILE PLT. PLATE •1-STORY RESIDENCE - D. DRYER PLYWD. PLYWOOD •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DBL D.C. DOUBLE DUAL CIAZ® PR. P.T. PAIR PRESSURE TREATED AND STATE CODES DIA DIAMETER R. RISER DIM. DDIENSION RAD. RADIUS DISP. DISPOSAL RA.G. RETURN AIR GRILL DR DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA ®EV.A. EACH ELEVATION SET. SH1HG. SHEET SHEATHING SQ.FT, CALC.'S EQ. ERH. EQUAL EIIIAUST SHWR. SIM, SHOWER SIMRAR EXT. E%'TBIOR SL SLIDING LIVING 1828 SQ. FT. F.G./F% . FAXED GLASS SL GL SLIDING CLASS GARAGE 430 SQ. FT. F.G. FUEL GAS STD. STANDARD ENTRY 16 SQ. FT. FIN. FINISH sWs SHEAR WALL LANAI SQ. FT. FLR. FLUOR FLOOR FLUORESCENT SC SECTION SOLID CORE TOTAL 2362 FE DR. FRENCH DOOR TEMP. TEMPERED GLASS 5Q. FT. FTG. FOOTING THK. THICK CA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR DLSP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT 'MP TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL LASS GGYPSUM OTHERWISE GYP. BD. BOARD Y.P. VAPOR PROOF H.B. HOSE B® W. WASHER H.C. Hollow CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW INSUL INSULATION W/H WATER BEATER INT. INTERIOR W.I. WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG 1A-DOWEL PLAN PG IB-LINTEL SCHEDULE PG 1B.1-SAFE LOADS (CAST-CRETE) PG 2 -FLOOR PLAN PG 3C-ELEVATION "C" PG 4C-FRAMING PLAN ELEVATION "C" PG 4.1-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG 6-MECHANICAL PLAN PG DI -MONOLITHIC FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-MONOLITHIC 1-STORY WALL SECTIONS & NOTES PG D4-MONOLITHIC 2-STORY WALL SECTIONS & NOTES PG D5-MISC. DETAILS PG D6-PRODUCT APPROVALS PG WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS -WINDOW FLASHING PG WA6-WAL.L ASSEMBLY DETAILS -SUB -BAND • A R C N IT R C T S 6 Grope uspi Ln 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 ww W.8bdesigngrou p.00m AA AF 0003325 0 a y C F 4 V 0 0 e etnmrv. as LOT: 114 SILVERADO LOT #3 BLK #7 FMOJmCT* 04128.000-00371 >I[ODmL: 4EBB "1828—CALI" OAP.AOm swlNO: LEFT PAOIM COVER PAGE 150 MPH EXP. B "1' 1. • - •- � P � D10/19/17 8CALIt 1/4"=1'—O" 0111 mT C1 Y ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR►, 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS WIOUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VIA. 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) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH II, EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS s0.18 V. RISK CATEGORY 11 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. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1, 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 13/8INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR 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 R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 14-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREINSEE 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 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/,'. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 61NCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER 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 ACI 530 / ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C9D-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =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. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3181NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN %INCH AND NOT MORE THAN % INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16' ON CENTER (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 WIA 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 'b" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 13i 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 INDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI.1-07) I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT 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 ?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" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CUPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 518' CDX PLYWOOD. 5/8' CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED''/.' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11, WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 112" 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 2K 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. 17, THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT, 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG, 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX'A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''/.' PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,117 THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926.11a & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIM ITED T0: -- 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 112" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02/08117 A R C N I T R C T 3 6 Des�in Grou.- 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407.774.4078 www.abdesigngroup.com AA #: 0003325 h 0 a a F 0 V a U A mulm . da LOT. SILVERADO LOT #3 BLK #7 PROJBCTdo 04128.000-00371 MoDmlu 4EBB "1828-CALI" GARGGZ B'WMG: LEFT PAGB+ GENERAL NOTES 150 MPH EXP. B ARCMTECT-- STATE OF FiOFpDA 1' 2017 DPAR E1' 10/19/17 BCALM 1/4"=1'-0" 8*11= G 2 2' VTR KITCHEN Irz SINK LENT 2• \ 21 1 2� 1/2' \ 1 1/2' I I 1/2' 1 WC 2. e 11 A �I 1/2 3' 3. I LAV I TUB WC 2' SHWR 1/2' 3• g• 2' WASHER 2' CO PLUMBING RISER DIAGRAM MA' W-31IM-3 m'-O' ELEV. FIN. CONIC. SLAB 4' GONG, REINF. W/ 6'xb' WIAXWI.4 WILIM ON 6-MIL POLY- ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE-�_ ri ■ I II 5 ! rWA,T-f HIS 4' CONIC 44 SLAB PVC _N CHASE COND. 1 ■\`C�� BOLLARD AS REQ. PER BLDG. CODE / £XT£ND END OF PVC. RASE UP IV ABOVE COND. CONC. PAD ■I ( o I� 8 DI ■ I I8 LDI —ov- a 4' ■ O W- SLAB I I ;a ■ 31/2' ■ It ■ I® " DI SLABTEND I I/2' I I I I I I i I 1 a s II F--I_1 II I OPT. I I SINK II 112EF I II L — —IJ 0 II I r1' PVC CHASE II FOR ELEC, TO E 1 ISLAND �"' I EXTEND SLAB 1 IQ' 3'-2' 2X12 2X6 WALL WALL__I.__I__ (( 1l DI LAV. l / a N I I EXTEND LAB 1 11/2' ml I 3 1/2' ��B ■ ■■ 0'-0' ELEV. I S I$q+ I FIN. CONC. SLAB ly L — — I— — 3'-4' 39'-8" FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014). 24'X24'XI2' CONC. I PAD W/3-9 BARS E.W. ON CHAIRS MIN. 3' COVER 0 ro I SECURE STRAP TO UNIT W/ (2)'8xl 1/4 SWT MTL SCFr=WS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO GONC. CONC. W/ (2)-3/I6'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE A R C N I T B C T 6 Design Grou .nc. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdes Igngroup.00m AA #: 0003326 W 0 v W 0 0 2 evsaiv ee EAT: SILVERADO LOT #3 BLK #7 Pnoj=T# 04128.000-00371 1[GDzma 4EBB "1828—CALI" GAnAGZ B'WMG: LEFT PAGE: FOUNDATION PLAN 150 MPH EXP. B 171 D � 10/19/17 BCALM 1/4"=1'-0" slim= 1 DOWEL PLAN A R C H I T E C T S 6 Design Grou .a AI N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAK 407-7744078 www.abdesigngroup.com AA k: 0003325 J E. w y w 0 h �n O Ems. O � r y sulwiv. as M7 SILVERADO LOT #3 BLK #7 PRDJWTIF 04128.000-00371 MODRIA 4EBB 1828— CALI" GARAaIN swans: LEFT PAGE DOWEL PLAN 150 MPH EXP. B ARCHITECT P TU D10/19/17 sCALE 1/4"=1'-O" s 1A 9 (2) 3052-SW EGRESS a (2) 3052-SH L- 4 J►AST-44IIl94T4 LINTEL SCHEDULE LINTEL LENGTH TYPE COMMENTS NO. ----------- L 1 IT-4' 8F28-0/IT LIVING ROG M I LANAI L 2 a'-b' BFib-OB/rc 8'-8' CLG. L— 5 L 3 T'-b' 6-�/IT 8FI L 4 11'-4' 8FI6-IB/IT OWNER'S I I L 5 9'-4' 8FI6-IB/IT SUITE I L b T'-b' 8F24-IB/IT L.G• b0'8 SG"D' L T 4'-b' 8FS-I5/IT JASV. DOORASSEMBLY, BOTTOM OF LINTEL • 8'-0' APP — -- L- 6 L 5 5'-1. 8RF6-0B/IT ELEV. 'C', LINTEL SET 8' BACK FROM FRONT OF HOUSE 1 I ROOM I I 00 o- ------- BATH 0 8'-S' CLG. W.I.C. I I I I • • -------J I I - I I TI�I CHEN L J ------ ti*T i I I LAUN. L--J CLG. r--� PAN. I I 8'-8' GLG BDRM. #4/ I L _ _ J ---- -- 0 O — — DEN ---- L-2 8'-S' CLG. 0,p �� II ii I I I NN fl T� r-----� I I L----- J GARAGE CLG, _, ...... --------- L-i---------�'�- LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED BDRM.#3 8'-8' CLG. f II II O O u BATH #2 O BDRM.#2 I I L— 7 \ f _---- I (2) 3052-SH EGRESS L-9 L-3 A R C HITEC T S In_"— 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdealgngroup.com AA #: 0003325 ti y x 0 U y O F 0 > unDIrV. a 701� SILVERADO LOT #3 BLK #7 PFAJw" 04128.000-00371 >ttoars� 4EBB 1828- CALI" OAP-&QZ 81rWO: LEFT PAGM LINTEL SCHEDULE 150 MPH EXP. B ARCHITECT* STATE OF FLON 0 a 017 DA10/19/17 SCALM 1/4"=1'-0" 83EC cr I B SAFE LCAD T,45LES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8' PRECAST 4 PRESTRESSED U-LINTELS GRA V I T1' TYPE LENGTH 8U8 8F8-0B 8FI2-0B I6- 20- 24-0 a8- 32-0 8F8-I13 OF12-15 BFI6-I15 OF20-18 OF24-IB 8F28-IB 8F32-I115 2'-10'(34') PRECAST 2302 3166 4413 6039 1526 W04 10412 193 16 3166 4413 6039 1526 9004 10412 11936 3'-6' l42') PRECAST 2302 3138 3311 4689 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 6033 1526 3004 10412 IM59, 4'-6' (54') PRECAST 1651 1181 1913 2651 3403 414E 4896 5644 2110 4021 6035 1526 W04 10412 9668 5'-4' (64') PRECAST 1184 1223 1301 1805 2311 282e, 3336 3846 1665 2889 5051 6096 5400 6424 1450 5'-10'(70') PRECAST 9-12 1000 1059 1414 Wee 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 6'-6' (18') PRECAST 93-1 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 8995 6890 1'-6' (90')PRECAST 161 1029 1615 23BB 1994 2439 2886 3333 1029 1615 2610 3639 559h 6613 5041 9'-4' (112') PRECAST 513 632 104E 1469 1210 1462 1154 2021 168 1212 leis 2544 3469 4030 3121 Im'-6°(I26") PRECAST 456 482 802 1125 SIB 1122 1328 1535 658 1025 1514 20BI 2114 3130 2404 II'-4' (13(o') PRECAST 445 598 535 1365 1854 2355 I193 2015 59S 935 1365 1854 2441 3155 4044 12'-0'(144') PRECAST 414 545 564 1254 1689 2014 1510 1815 555 864 1254 16W 2211 2832 3590 13'-4'(I60')PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 2920 14'-0'(168') PRECAST 338 361 648 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 1 3185 3165 I5'-4'l184') PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 11'-4'(208')PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 S50 1400 1800 2200 2600 19'-4' (232') PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 low 1400 1120 2030 21'-4' 1256')PRESTRESSED N.R. NR NR NR NR NR NR NR 153 330 1 610 S40 1340 1180 2110 22'-O'(264')PRESTRESSED N.R. NR NR NR NR NR NR 1" 300 elm 1250 1660 1910 24'-0T288') PRESTRESSED N.R. NR NR g4lO NR NR NR NR 130 240 120 1030 1350 i610 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 CSO w/ minimum net area compressive strength = IWO 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. 7/32 wire per ASTM A510. 8. Mortar per 46TM C210 type M or S. 8' PRECAST 4 PRESTRESSED U-LINTELS R4iRr URL IFT LATERAL TYP LENGTH 8-I122153*5 16-1T 20-IT 24-17 28-lT 8F32-IT We 8P8 8-2 I6-27 20-2 24-2 28-2 8F32-2T 2'-10'(34') PRECAST 2121 4101 5332 6569 1811 9055 2021 2021 2121 981 5190 6401 1630 8851 3'-6' (42') PRECAST 2165 260 4231 5219 6204 1192 1251 1251 2165 4125 5051 6061 1036 4'-0' (46') PRECAST 1818 1989 2832 3680 4532 5381 6245 938 938 1518 1925 2150 3583 4422 1 5264 1 6110 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435 3111 3913 4658 5406 5'-4' (647 PRECAST 1393• 1404 2110 2141 3315 4010 4648 505 505 1353 1431 205O 2610 3293 3920 4549 5'- 10'(10') PRECAST 12721 1351 1530 2505 3084 3665 4241 416 415 1212 1315 1815 2441 3010 3583 4151 PRECAST 1141• 1200 1133 2250 2169 3290 3812 ,0, 881 1141 1182 1684 2192 2103 3216 3132 T-6' (90')PRECAST 959• 912 1415 1914 2354 2191 3240 651 SW 102E 1466 1501 2351 2191 3245 5131 9'-4' (112') PRECAST sot• 612 980 1269 IS" IS52 2144 454 630 WI 155 II92 1550 1510 2211 2634 I0'-6"(12(b") PRECAST '116' 498 193 I9>21 126I 14% 1131 493 116 611 1031 laeS 1111 2034 2358 396 II'-4' (136'J PRECAST 666• 439 6-899 1104 1309 1515 363 556 535 905 1295 1a95 I896 21i 12'-O'(144') PRECAST 400 631 616 1001 1166 1312 340 494 486 818 1209 1514 1155 2086 13'-4" (160') PRECAST d458-. 340 532 686 841 991 1153 302 398 409 682 1004 1361 1631 1891 14'-O'(168') PRECAST 316 493 635 118 922 IO65 266 36o 31S 629 922 1254 1561 1816 14'-8' (116') PRESTRESSED 243 295 455 591 124 Sal 990 N.R. 351 243 352 582 852 1156 1491 1142 15'-4' (184') PRESTRESSED 228 21S 430 553 r ll 801 925 N.R. 321 228 329 542 191 1012 1361 1616 Il'-4' (2089PRE5TRE55ED ISS 236 361 464 561 610 1-14 N.R. 255 188 21ro 445 649 614 1121 1389 19'-4- (232') PRESTRESSED 165 201 313 401 490 518 661 N.R. 204 165 239 383 550 136 S40 1160 21'-4' (256')PRESTRESS£D 145 le& 218 356 433 512 590 N.R. 112 142 212 336 411 635 80l 993 22'-0'(264')PRESTRESSED 140 ISO 265 343 418 493 568 137 205 322 451 601 111 24'-O'C288'JPRESTRESSED FF��124 121 165 244 312 380 44l 1511 N.R. 135 186 290408 538 680 3 -REDUCE VALUE BY 25% FOR GRADE 40 FIELD MBAR 8' PRECAST W1 2' RECESS DOOR U-LINTELS C R� GRIAVIT'T' TYPE LENGTH BRF6-0 BRF10-09 BI�14- B- 81�72- 84�26- BRP30.0B BIO'6-1B 8RRI0-15 OW14-I15 8WM-B BIRM24S 8W26-15 BWW-15 4'-4' (52') PRECAST 1489 1591 1821 3053 3412 2582 4982 3954 6412 4929 1941 5904 9416 6880 10818 4'-6' (54') PRECAST m51 1445 2152 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 lVele 5'-S' (68°)PRECAST 832 1602 1550 2058 5 266 3015 35S5 185 1153 2162 4014 6412 1 6516 5814 6839 PRECAST l35 lie 1500 1445 IS24 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 6'-S' (80')F'RECAST 822 Sol 1611 2933 2516 3223 3612 4522 901 1611 2933 4100 6130 Sill 6101 �'-6" C9m')PREGAST 161 1311 2252 1958 2451 2944 3439 665 164 1311 232E 3609 5492 6624 5132 (116') PRECAST all 420 e34 1253 loll 1342 1614 1880 535 we 1491 2119 2618 3595 2815 8' PRECAST W/ 2' RECESS DOOR U-LINTELS 4M UFL IFT LATERAL TYPE LENGTH OW6-Ii BRFIO-IT OW14-IT 9WIO-Ir 2W22-1T 81F26-IT BWBO-I 5W6-2T 8%FlV-2T SW14.2T SWIB-27 BRF22-2T eFF26-2 -2 SRU 8 4'-4' (52') PRECAST 1244 I513 2413 3260 4112 4961 5925 932 932 1244 1519 2335 3110 4008 4 550 5696 4'-6' (54') PRECAST II92 1501 2311 3121 3931 4156 5511 853 II92 1455 2240 3036 3831 4643 5453 853 5'-8' (68') PRECAST 924• 1112 1195 2423 3055 3689 4325 Sol 924 1132 1141 2351 2918 3603 4230 501 5'-10' (10') PRECAST896• 1138 1142 2352 2965 35SI 41SS 469 896 1o99 I690 22" 2eSI 34,31 4106 469 6'-8' (80')PRECAST lie 882 1513 2042 2513 3101 3642 630 1100 lie 956 1468 1981 250E 3035 3563 �'-6' C90')PRECAST 658 691 1325 1810 22W 2153 322-1 11O 941 686 r 649 1302 1162 2225 2690 3151 9'-8' (11(o') PRECAST 533• 433 We 1123 1413 1104 1995 614 533 521 1009 1365 1125 2OB8 2450 5I6 -REDUCE VALUE BY 15% FOR GRADE 40 FIELD MBAR "5 REBAR AT TOP MIN. (1)REQ'D ' 1-1/2, CLEAR TYPE DESIGNATION a F = FILLED WITH GROUT / U - UNFILLED U = CM.U. QUANTITY OF d5 REBAR AT BOTTOM OF LINTEL CAVITY Z' i GROUT 8�1(®a 1/1T Z 1 S • • '5 REBAR AT BOTTOM OF LINTEL CAVITY NOMINAL WIDTH L QUANTITY OF 15 NOMINAL HEIGHT REBAR AT TOP BOTTOM REINFORCING PROVIDED IN LINTEL 1-5i6'ACTUAL NOMINAL WIDTH 8' (VARIES) GENERAL NOTES I. Provide full mortar head and bed Joints. 2. Shore filled Iintele 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 1'I'-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. 6. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 315 and ACI 530 SAFE LOAD TABLE NOTES L 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 lintels based on 8' nominal bearing. 2. N.R. = Not Rated, 3. Safe loads are total superimposed allowable load on the section spaclFled. 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 addlonal 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. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads In units of pounds per linear foot. ARC R I T E C T! 6 Design Grou Inc. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.77"078 FAX: 407-7744078 www.abdesigngroup.com AA A: 0003325 J w h m 0 v 0 F c SILVERADO LOT #3 BLK #7 PROJW W 04128, 000-00371 MOaIMA 4EBB "1828-CALI" GARAGM 13111►1NO: LEFT PAGE: SAFE LOAD TABLES (CAST-CRETE) 150 MPH MY B DA10/19/17 EICALM 1/4"=1'-O" 81i31wT n A R C I I T E C T S COIPMW AND CLADDHO YOD LOADS BASIC WM BOXO E FOR 0 SECOID GM OPT SOUAFE ZOW 50 WH W10 MA REiIARKS AID TYPE FOOTAW MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR. MIN. CRITERIA SGD. MIN. 41 5 22/-28 CRITERIA I6010 CAD. 112 1 5 1 2I/-25 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5TH ED. 2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONWL DOE 07 MOI DBL. TOP PLATE 9 m BAR DETAIL A SCALE: I/2'•I'-0' a 3 EGRESS � (2)3052-'-4" Ib'-ID" 9 SH I LIVING ROOM LANAI p_10 m i I OWNER'S = 606a sGD. SUITE --- B'-S' CLG. ------- TN�NG 0 M ! 2X8 v � /� 4'-B 1 I'110' 1 m 'n (b~g-2)' — 4 8_ 5 6 m I I ! j ryro O OD ——IR-ISH 0 vJ UJJJ --- BATH ry— I —�.---r ---- A -- -- — Q 8'-8' CLG. it 8' B IGLG IT b36 B m O v z'-4` ?s m IT HITCHEN 5'_g" 6�_®. i- b'-8° 36'xb0' V. C.- SHWR. PAN _— -- J DW I OPT. IR-ISN — SINK b2 �p REF -- r— iR=1sN I I~ • I LAUN. -10" m � - 2._10 _I CLG. R WjE b36 P E -- BDRD4/ L J B ARCH V. O 3-SH I a a �a � ul> � vJiC.! r�W II_BB' 4'_ 3 _4�" II 5,_4�, 2'-4" V II�_4�� f m IR BD8 M 3 r 22'x54 l m ry I A CE 5 j coNO. e' 11 ^ I v BOLLARD Av. O AS REQ. xI l l)I> rol PER BLDG. c0II B ! ry- BAH #2 CODE gg GG 11 8'-8' CLG. Ga C. 36'XIO' TRANS. �— 7--ARCH a W-O' ENTRY1 AFF. a' 8 CLGs. _ em v 1 & s (2)3052-SW EGRESS -- — — — -1 F' 3'-I0" 4'-Ol_ 101_0' 21'-4" 4'-4" 14'-0' 39 8 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 (R3025.1) FBCR 5TI4 ED. (2014). LLJ EXTERIOR MASONRY WALL BRG. HEIGHTS 8'® ro S v SQ.FT. CAM'S LIVING 1828 SO. FT. GARAGE 430 $0, FT. 11 ENTRY ib SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ, FT. 0 Design W .! 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX 407-774.4078 www.abdeslgngroup.com AA #: 0003325 w 0 O F O Smwiv. I. LOT. SILVERADO LOT #3 BLK #7 PROJECT# 04128.000-00371 moD 4EBB "1828—CALI" GARAGE S7►IIiG: LEFT PAGE: FLOOR PLAN 150 MPH EXP. B DAM 10/19/17 SCALE: 1/4"=1'— O" SHEET 2 A R C N I T E C T f 10'-0' FIN. FLR._.._ b 1' / OFF RIDGE VENT IFIF - FEI No FN E I mi REAR ELEVATION TEXTURED FINISH I�b 8'-8' BRG. HGT 8'-8' BRG. HGT. 0'-0' FIN. FLR. OFF RIDGE T 6 --- 4' FRIEZE - _-- BAND � ----�- - OPT. COACH LIGHT 0j 0'-0' FIN. FLR. OFF RIDGE T I E I 0'-O' FIN. FLR — — — -- — — - — — — — — -- — -- — LEFT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 b HGT•—$-- — — — — — — — — — P. m, F-I al 0'-0' FIN.— Y RIGHT ELEVATION TEXTURED FINISH AREAOFATTIC = 2354 SOL FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 2364 1300 = 7118 VENTILATION AREA% SO, INCHES PER FT. (144) = 1134.T2 SOL IN. MIN. REQWREDVENTILATION = .SX 2134.72 IN UPPER PORTION OF ATTIC - 567.36 S LIN. OFF RIDGE VENTILATION AREA = 215 SQ- IN. PER VENT 567.36 /115 TOTAL N OF VENTS REQUIRED = 4.93357 TOTALNOF VENTS PROVIDED - 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED EXROTURED FINISH LNTRATIEON FLEVATIOLASHING AS PER FBCR TN 0'-0' FIN. FLR FIN. FLR SHINGLE ROOF DECORATIVE FOAM DRAIN TILES Ib'X60' FYPON la DECORATIVE SHUTTERS OR EQUIVALENT TAP 4' RAISED BAND (TYP.) i FIN. FLR. I � �e nDECO. DETAIL 1" 1 SCALE: 1/2' = I'-0' Wneshm PH: 407-7746078 FAX: 407-7744078 www.abdmlgngtoup.com AA. 0003325 F W y v z 0 V W O F 0 rxnmxv. as LflT: SILVERADO LOT #3 BLK #7 PROJMCT# 04128.000-00371 mono 4EBB "1828-CALI" OARAOR BMWOS LEFT PAOm FRONT, REAR LEFT & RIGHT ELEV. "C" 150 MPH EXP. B ARCHITECT- STATE OF FLORIDA "-) /V DATM 10/19/17 BCALM 1/4"=l'-0" BIT 3� DENOTE RAT FAN • 10' O/C MAX ' DDM 2* STRX64CK • 0 Or MW A R C N IT E C T i CJI II 1 II II II EJ-1 Ir II II II 11 CJ3 II I I ry I I I I I I I) II '- = II II III I II II I A14G— i AI0 A4 QZ Q II II II II II II = _T FRAMING PLAN GGA 01/14/14 Design GrouSr0... 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 40747 4.6078 FAK 407-7744078 www.abdesigngroup.com 0003325 Z y w 0 A ti T aysv Di8. Lo SILVERADO LOT #3 BLK #7 PAOJm " 04128.000-00371 MODmL: 4EBB 1828— CALI" OARAOm OlnKC: LEFT PROM FRAMING PLAN ELEVATION „C„ 150 MPH EXP. B DA10//19/17 SCAB: 1/4"=1'-0" QlimmT 4C CONNECTOR SCHEDULE C4MTR°LDATE, 01-m5-n SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-fr. 1450 HTA 16-18 1625 (8) 10d x 1 1/2' 1-PLY, (b) I6d 2-PLY, (USP: (10) 10d X 1 1/2' - NO 16d OPTION) (2) META-16 198fa (2) NTA Ib-IB 2000 (10) Wd x 11/2' I -PLY, (USP: (10) 10d x 1 1/1') 29,15 (14) 16d 2-PLY (USP: NO Ibd OPTION) HETA-16 1810 HTA 16 1810 (5) 10d x 1 12' I -PLY, (8) 1611 2-PLY USP: (10) 10d x 1 12', NO 16d OPTION HETA-20 1810 HTA 20 1810 (9) 10d x 1 12' 1-PLY, (8) 16d 2-PLY USP: (10) Oct x 1 12', NO Ibd OPTION r (2) HETA-20 2035 (2) HTA-20 3230 CIO) 10d x 1 I/L' 1-PLY USP: (10) I0d x 1 1/2' 2500 112) Ibd 2-PLY (USP: NO Ibd OPTION) Z O LGT-2 2150 LUGT-2 1550 (1) - 1/4' x 2 114' TITEN, 2 (USP: SLK (5) 1/4' WB, WOOD (16) 10d DETAL-20 24M OWTA-20 2430 (16) - 10d x 1 1/2, 1 PLY MGT 3%65 MUGT 4115 (I) S/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN 12' EMBED). (22) 10d TO WOOD (USP, (28) lod TO WOOD) HST-2 . 10980 WUGT-2 5190 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MN. Yl' EMBED), ll6) 10d TO WOOD (USP: WOOD (a) 10d) HGT-3 10530 WUGT-3 9660 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1Y EMBED), 06) 10d TO WOOD (USP: WOOD (8) 10d) LCM-60525 3280 LUGT-3 3525 (12) SDS 1/4'x3' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS29) LTA2 I210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 10d x 1-12' (USP: (W) 10d x 1 1/2' VG 4S40 NO USP CONVERSION FOR SIMPSON VGT (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS I/4'X3' TO WOOD (2) vGT lies NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 1195 (14) 10d x 11/2' (USP: (14) 10d x 1 1/2', (14) 10d) WTS-Ib 1150 HTW I6 1260 (I6) 10d x 1 1/2' (USP: (16) loci x 112', (16) 10d) 14TS-20 1450 HTW 20 15W (24) 10d x 1 1/2' CUSP: (24) 10d x 1 12', (20) 106) HTS-24 W90 HTW 24 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 12', (20) 10d) LSTA-12 ++ 925 LSTA 12 S30 (to) lod USP: (10) 106 LSTA-18 ++ 1235 LSTA 18 1235 (14) 10d USP: (14) loci MSTA-18 131b MSTA-18 1310 (14) and USP, (14) 10d N M5TA-24 .. 1640 MSTA-24 1640 (18) loci USP: (18) loci MSTA-30 •• 2050 MSTA-30 2065 (22) loaf USP: (22)10.1 MSTA-36 + 2050 MSTA-36 2065 (26)106 USP: (2( )10d MSTI-36 3800 KSTI 236 3850 (36) I0d x 1 1/2' USP: (34,) 10d x 1 1/2' V) MSTI-48 5065 KTSI 248 5140 C48) 106 x 1 1/2' USp, (48) 10d x 1 12' H6 950 LFTA 6 1210 (8) 8d TO PLATES, (8) Sd TO STUDS CUSP: (I6) ad x 1 1/2', (16) 8d) SP4 am SPT 4 945 (6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS 434 395 MP 34 380 (4) Bd x 1 1/2' TO BEAM, (4) Sd x 1 1/2 TO POST. USP: (4) 8d x 1 1/2' TO BEAM, (4) old x 1 1/2' TO POST. HCP2 645 HHCP 2 Boo (12) lod x 1 1/2' USP: (10) 10d x 1 1/2' TO TRU55, (10) 10d X 1 12' TO PLATE WIOA I" RT I&A 1380 0a) loci x 1 1/2' USP: (9) 106 x 1 12' TO TRUSS, (W 10d X 1 12' TO PLATE vGT 4 HDU4 4S40 PHD 4A 5215 OW -SIDS, 1/4'x3' TO WOOD, (10)-SDS I/4'4 12' W/ THREADED ROD, (2) NUTSNIASHER2 PLY USP: 5/8' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) UJ53 WOOD SCREWS vGT 4 WD16 4940 TDX 10 10140 (I6)-8D8 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER2PLY USP: 1/8' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6115 (1)5/6' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG, (12) 16d TO WOOD USPR SAME AS SIMPSON ABU 66Z 2300 120" PAU 66 23W 16005 (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (12)16d TO WOOD USP: SAME AS SIMPSON V) LTTIS + 1840 LTS IS 120E (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (8)10d TO WOOD USP: SAME AS SIMPSON LTT205 •++ 500 LT9 20B 1109 (V 12'.T.R. AIN NIGH STRENGTH EPDXY, (MIN. 1' EMBED.J IN CONC., (10A0d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET M HIGH STRENGTH EPDXY, (10) 10d, (W) 10d x 1 1/2', 2-I2' 0 Z HTT4 4455 WTT45 4160 (U 5/8' A.TK IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN GONG, (16) 90'10 X 1 12' (USP, (20) Ibd X 2-1/29 USP HAS MORE NAIL OPTIONS: (20) IDd, (20) 10d x 1-12', (20) Ibd x 2 1/2' Q HTT5 5080 HTT45 500 (1) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN 1' EMBED) IN CONC, (26) Ibd X 2 1/2' (USP, (20) Ibd X 2-12') USP WAS MORE NAIL OPTIONS: (28) Od, (28) 10d x 1-1/2', (20) 16d x 2 12' HHDQII-SDS 25+ 11,010 UPHD 11 14355 W I' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 10' EMBED.) IN OONC., (24) 80S )'' x 1J4' WOOD SCREWS (USP: (24) WOD 53 WOSOWS) HD1B 6645 TDX 10 10140 (U 1/8' AS. M HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) Lo MBHA 356/1115 3419 9330 NFM35XI2U 2580 1130 (MIN. 6.15' EMBEDMENT) IN CJMA. TOP, (1) 3/4' SIMPSON: (U 3/4' A.T.R IN HIGH STRENGTH EPDXY, UJ AT,R IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CM. FACE, nsAod TO BEAM USP, (I) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDFEAD DTNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN s' EMBED DEPTH INSTALLED IN THE FACE. � L:.I 0 WUSC412 (WOOD) 3635 2660 (FLR) W US4121F 3060 2110 (FLR) (10) 16d TO HEADER (10) 16d TO WOOD U5P: SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) Z Q HUC410 (CMU) 1800 4920 ND410 IF 1305 5000 (15) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD; (USP: (10) 114' x 3' W83 SOWS, (10) lod TO WOOD. USP (20) 3AW TAPPER•, (10) 10d TO WOOD 14UC210-2 (CMU) Iwo 5085 HD210-21F 1305 500m (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 1" TO WOOD, (USP: (18) I/4' x 3' W83 SCREWS. (10) loci TO UIOOD. USP (20) 3/16' TAPPER., (10) 10d TO WOOD HUC210-3 (CM) 1800 50es 140210-31F 1305 5000 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (18) 1/4' x 3' W83 SCREWS, (l0) 10d TO WOOD. USP (20) 3/16' TAPPER•, 00) 10d TO WOOD LGUM26-2-S0S 1430 5595 LGUM26.2 2125 6065 (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 V2' SDS SCREW& TO WOOD, USP (4) 318' X 4' WEDGE LT.= W83 WOODSG W9 HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARC441TECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. • WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. • 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO NSTALLATION V) +. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' LLJ I— 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 BE RESPONSIBLE FOR MAKING SURE TWAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS, WHEN USN. ZMAX / WDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL SE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-NURGAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR C014CRETE 4 MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. SINGLE STORY APPLICATION SIZE CLEAR SPAN DEL 2 x b UP TO 5'-4' DBL 2 x 8 5'-4' TO I'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOUN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-O' DBL 2 x 12 W-0' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-O' TO 8'-0' UN.O. 4'-II 1/2' 1'-II I/2- AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 C5 1/Ib' OSB NAIL (3) 12d 0 6'-V O.G. TYP. 2x12 BM./HDR. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMP50N STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: TRUSS TO MASONRY/CONCRETE SHALL BE META-16 FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. + TRUSS TO WOOD FRAMING SHALL BE MT5-12 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 e EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL 514EATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRU55ES AS REQUIRED FOR MAX 1000 5F. COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302.12, 9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A R C B I T E C T 8 6 m Ign Grou .Za 441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigng(oup•com AA 41: 0003325 y cam, C a A F 0 svaa:v 4L LOT: SILVERADO LOT #3 BLK #7 PX0J=Td§ 04128.000-00371 U0aRU 4EBB "1828- CALI" GARAGE BWD90: LEFT PAGE: CONNECTOR SCHEDULE 150 MPH EXP. B ARCHITECT-. STATE OIF FLOPoDA DA10/19/17 SCALE: 1/4"=1'-0" 8*19:w 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -e 125V OUTLET W AMP 5L3LE POLE IV, OUTLET 110V OUTLET NTo OP5911iGH CUTLET'" E' d#1 IIOV OUTLET 1poIPED a (T PAU llIEIeIANT (TAMPER REMBTANT TYPE) 220V OUTLET 141 WIRE CONNECTION Wp 6 WATlRPR?p OIBOIWD PAW.T OPI OUTLET INTERfd7-mR ID suutw 9UNTCN 3-UWT OPER W4 SWTCH 4-WAY CM -ER 1.-0 WALL MOUNTED Lahr CEILING LIGHT VP PR[JfP �0 Lahr ,0) RECEMM CAN WALL B PRE-WRWRlD eSENT. PAN I CM PER BQ PT. vew' PAN 241aHT I cm PER 9Q FT. PIxTURE " "zFV rePEc'e TED er 2-EILD YI21,1• ARCUm 2' R.uORESCENT �p — —p— � 4' FLDORESDEIIT I-�e.�r d®d 4' TRALTC LYiR PANEL METER • SD. eMOKe DlTEcroR yy Y- ep�c�-u YIC WALL MO . pATr. eYJc-IP 6D. 5M1'KE DETECTOR CARBON MONOXIDE 5/CO! D!TlCtOR C?00 MTER CUED ONALL !!E A DI5t4NC OP NOT LEM T A' u -LI.-- JACK W2Na eox all T C eP SUTORw M N JO J-epX ACCOMMC! YU DOX MARQD A5 SUCH 101! ii ICEILBIO PANM1aNTIFN�511GN� FLOOD Lank oPr. 2eaAertY KEYPAD PA Pu9H-vU m "—me .-��• uae PORT NOW — LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION 11I501.3 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (20I4). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE EBCR5TW ED (2014). METEF FIELD VERIF' LOC. ----------- OPT. COACH LIGHT ELECTRICAL PLAN LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (n WOE'D2) HOUSE PLAN: MODEL '"CALL" LOAD INFORMATION VA 3525 9p PT 010tRRAL LIOL1TINo % 3 VA Pet 9p IT 6454 2 20 A APPLIANCE CIRCUIT AT 1500 VA IM 9000 1 LAUNDRY cm= — ----- 15W 1 RAN08 A4 NAAR PWT6 RATTND OR C00%TOP/OVeI 12000 1 VATRR NRATIDt 41100 1 D®N12A9fdR 1200 1 cw— DRYet 5000 1 DDPOSAL 500 1 L WWAW 1500 ] RIE%Io ATOx ----- --- 1200 9URTOTAL OF ORNRRAL IDAD 968&4 ►RIIIT 10 %VA OF oeffitAL LOAD AT 100% '0000 Rllll R OF oL:NRRAL LOAD AT 40% 251— Vw z .0354 TOTAL NR4 DBNER/.L LOAD 20954 3.5 'ION NEAT PUMP (w/ — EIRRORNCY -- STRIP) 21 A z 24D VM 3.5 TON cOOLDNO 1-1 4D ANP z 240 VA • -00 NET ORNLRN W] 20354 NE2 TOTAL NVAC 2500 TOTAL LOAD 22254 CALCULATED LOAD FOR SERVICE 20RL4 VA/240 V- 125 ALP 150 AMP SERVICE •woRS'r cAse BCID- FDORLBL NYAC TOAD i)HRD !OR, OAIOUWTION9.• NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 142S3 VA 3000 VA • 100%, REMAINDER a 35 . NET LOAD: 6,949 VA RANGE: 12000 6,109. 8,400 VA DRYER: 5,000 a 109. 3500 VA TOTAL IS,849 VA NEUTRAL AMPACITY: IS,489 / 240 - 18 A A2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3A2/0 CU, THWN • 1% CU IN 2' CONDUIT OR 3 04/0 AL, THIUN . 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVERHANG.) 150 AMP ELECTRICAL R15ER NOT TO SCALE. (::COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES, M ELECTRIC METER IN I PHASE 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 POWER COMPANY RECUIREMENTS. I50A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MGB NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE ISO AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 °2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS - 1 •4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C N II T!® T II Design Group.. . 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 w. wwabde9igngroup.ODM AAlh.0003325 I Z O V h Q F 0 ISt"mm a I407 SILVERADO LOT #3 BLK #7 Pno"=T# 04128.000-00371 moanu 4EBB 1828— CALI" GARAas 8'WWG- LEFT PAGM ELECTRICAL PLAN 150 MPH EXP. B p mm 10/19/17 NCALm: 1 /4"=1' - 0" sxlm" 5 VAC 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 5T14 EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 CLASS I AIR DUCT AS PER NFPA 90A 2-3.1 4, FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5, ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALV. METAL. OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHMG 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. 9. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 601, 10, GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. It. 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 LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE. SUPPLY TRUNK --- BROKEN LINE- RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR ® THERMOSTAT r-,] PASS-THRU AIR GRILL `'c117 I /� EXTERIOR WALL PLENUM P y AIR RETURN SUCTION AND LIQUID AIR SUPPLY 1 REFRIGERANT LINES AIR HANDLER Iy J EXTERIOR WALL SECURE STRAP TO GONG. CONDENSER 3/4' PVC CONDENSATE DRAIN LINE W/ l2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB OR EQUAL T REFRIGERANT LINES TO PLATFORM RETURN '�-__ CONDENSING UNIt— SECURE STRAP TO UNIT W/ (2) TRAP DRAIN LINE AND TERMINATE 4' CONCRETE SLAB '8XI 1/4' 5HT. MTL. SCREWS 10 IN AN APROVED DRAIN, AS PER C5TH EDITION ME ANICAL BLDG.. CODE MECHANICAL CONDENSER UNIT HVAC SECTION 3012.1.1 DRAINS CONNECTION TO PAD NOTE: MAIN COND, DRAIN 3/4' DIA. OVER HEAD m 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL i I BRASS PLUG — — _ _--- FITTING OR EXTENSION TO I SOIL OR WASTE AS L REQUIRED WADE 5240-K JOSAM 56000 INSIDE I I SERIES NICKEL BRASS TOP CAULK 1 I P.V.0 OPTI/SPEC I � ---'---- v 2,INv. SEE —ATE PLAN FLOOR SLAB CLEAN —OUT (TYPN4 COUNTERSUNK C.O. PLUG 6 SEE SPEC. FIN. GRACE 'k A _ OR PAvING �II FITTING OR I I EXTENSION TO SOIL OR WASTE AS REQUIRED I I _INV BEE Y �--------�'-� SITE PLAN NEXT. GROUND CLEAN —OUT (TYPN) FIRST FLOOR MECHANICAL PLAN PROGRESSIVE AIR SYSTEMS 05/20/14 A R C N I T E C T 5 6 Design GrouP"I2. I41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774-6078 FAX: 407-7744078 www.abdeslgngroup.com AA N; 0003325 A w Po w y 0 6_3 tu BTJHDIV. a LOT: SILVERADO LOT #3 BLK #7 PBOJOOTfp 04128.000-00371 MOnMI., 4EBB 1828- CALI" GAP_%GO OWING: LEFT PAGO: MECHANICAL PLAN 150 MPH EXP. B ARCHITECT STATE OF FLOM 9l .! A. ABOUCHACRAY N, AR NO 93723 DAM 10/19/17 8CAr.W 1/4"=1'-O- OIowT 6 rV � MDAR vBB11CALLY W CONG row cEIL sec eNHICY COD! PORro PGR NBLATKIN R• VKIE6 n%filMD PNDN B[Cllne I.Y. Bi. P 11 t0 CR.IC. W BCGan P.T. BT. PLATV TO BLAB W • A' CCNC. MBi. W 616' ua4JNaM sun Q1 6-MB- POLT lTMT1 •.s VAPOR RLT MI M I L a y q'U -.e £Q IR' Y4. w7 w ANCHOR BOLT W ]' WA6YER T' el'ellD. MW . !]' OL. MAX N'%b' ANCHOR Dq.T W T' SABER 1• B•R®. MN . N' OC MAX MCJA Pi. BT. PLAn TO KAB W r!J Ip1 MAaRRY NAB.• • N' OG. 4• TNICK B1t• rol . >p DAYa CCNC. BLAB M6!'OI6"eD W n TREATMENT aNALN1.ALL e[ BORA-CAIE rU'B MHwt QI CNAMB 4 6TP. BD. 6 p YtlOD DAa[ OONC. 6'Y' UTAXRA• vaA ON 6•ML POLY eTNrL®F _ • 4' CONC. RE6P. W 616' bBAMR4• UBM ON i-MIL POLY el-L[K VAPOR - • • e. 4` CONC•610' YILI)NAAB Y[H ON b-MIL POLY eTNTLB'E VALOR MTN.D[R IV.% 4' CO-. ft-. W .S ' BBA%LLIAD BIIM ON 6•ML PCLT eTHYLCN! VAPOR •164' r Noal " ` - `T"'a"•4 �'' w.e. —m* 4 R[BAR (YTJ '� �.. dV THICKEN EDG E 4 arxE, lO'•Y-D' -_ VAPOR RETAIB]!R ON U"-C"AonD CLAN PEl TeR'Bn TMAn'!NT DNALL ed !' BORA•CAM !]J7 REBAR ONCWae9•)y E MTARDHI! ON tlELL•CCTTAGTED C i CLHAN PILL TB••InE TMAfi MALL m 8 4. DE eaeA-GAM IlDAR M CNAaa >> o4 LL -ooI ACTED CI.HAN P" T[RTIn = O TR[ATPlM eNAu SE eoRA-cARe '^ u A. r ®. !!J'! MBAR W CHAIN I�-a. G .0 TO" TWA MALL r]) • MDAR oN GN4NM E� oR oun+ele _= d b __ (/ _ aw Q' M6l KLLW aauoe I C r•-..r:_._. 4 CONC 11eB1.W646'YAA%NAO WIM ON b-Ma. POLY ETNYIDL VALOR MtA,ImeR aN uLLL-tarAGnD cLEAnI 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING 1•— - — •- Fp.L R1MRe 1REAlMEM •HALL BE GARB 4• a STEP-UP GARAGE STEP W/ BLOCK WALL 1 xAL[•vJ•.r-•• ro�T L.B.W. (W/ UPLIFT} acae•v•.r-ar �� AT L B. W. r SCALE:V7'.I'-m �� AT L B. W. (W/ NO -UPLIFT} 2 acALe:v•.r.m - STAIR DETAIL �j NO G 3 anus r• oG, nAx ! V]' . KAD CP 6AInA•e vawa uxrN xaro 9eCNM I.Y. eR. Pun r0 OLAe W D IR' . HlAD GARAO[ vARlea DTH eLOPe esala! I.T. DT. Pun TO xAD W ! L]' . HeAD pARM! vaaae6 uxiu aLoPe e[uan! I.T. DT. PLAn TO BLAB W V. s y�j. bLom ru'B R[BAR e[RrIeALLT W eoNG PCIIB CELL MIA A D'UIl i a N'%•' ANCHOR BOLT W Y BIABIaR l' EMBED. MN.. N' OC MAX p V]'%9' ANCHOR BOLT W ]' B41BER T' EMB[D. MN . !]• Q f We N MAaOIRf NA[ • N' 04 MA% B[GUIQ IT. ST. PLATe TO GLAD W MABONBr NSa.. N' OG.IM% EMBOED alb I VJ• O!m N[VM VYPIB IR' RECIBB WR B[MK! OR - V CtBtO KIONT VAttlp `0 1 a a 1 O • ° 4'taC, Mlli. W 616' UA.bNB./0 Ba/1 S • A 4' cONC. ILN. W a}b' BIIAJYIA40 WH a' • • 4' GOHC IQN.W b`Y' UMWMB WVI L • w CONG. IQba. W 61J' WAJCLl4D tlYl•I m— CQC. R[M. W a'Y' LL1.1f•aM WIM k� ON 6-MIL POLY [nn'LBi VAIOIe K MTAIB)!R ON BlLL•CQ'IPKieD ? _ ON 6-MLL DOLT lTMT.Q! VAPOR E MTAIIDlR ON YELL•COIT.YTED CLEAN PCL lele•Iln TREAtneNt ON b-rIIL POLY EINTLRI VAPOIB !' MTAIgR ON LLBLL-COFIIAGreD CLCAN 9 • A 4' CONC. MM. W bYb' IIMXIIE.IB BBl1 ON ♦-MLL DOLT [TNTLe1B VAPOR , • ON 6-MIL POLY FTIIYI.W VAPOR - R[TARD[R Q! LLELL-laTAGnD CLEAN • a FILL THRIIT[ TMAn MALL RE ON b-MIL POLY ET-L&W VAPCIe - MTARDeIa ON YELL-CQ'IIAGTlD CLeAN PLL n n TMAM MALL m EE DORA-CAM aHALL x n b' 8' 4' BCR4-CAM m FILL TEAIITH TREATMENT MALL as DCRA•CAM e R[TARJER GN LLELL-CCFIACT[D CLEAN PB1 nIBMNE TREATMHNT BNALL Y BORA.CARC tt - CLAN PLLL T m TREATMENT aHALL E De moOR CAM m �4- SF < r9) 9 REGR ON CWaM A t� m s 1-4, GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY LB.W. SLAB AT GARAGE 1-STORY FOOTING UPLIFT �1 2-STORY B.W. W/ UPLIFT 6B LB.W. W NO UPLIFT r-,� W/ NO UPLIFT 7 SERVICE DOOR 8 AT GARAGE �L.B SCALE: IJ'2'•I'-0' SCALE: 1/2'.F-V UL' SCALE: V2'.i'.0' f U T RlBaR vlRTK:ALLr W CONC, R,1E r., L e• cu n> � Rl!BAR veRTK:ALLY W talc. PMt CtLL e[e BiItlT coot POID-B roR � aalB KKM vARlea . Q 4' Cd1C. �IM.W b'rb' E]A>aIBAB JI DeAy4TKaJ R-VALISB n)(nB1eD PN16H a z � uun oN 6-MIL POLY eTHrLB! L APOIe R[TARWR ON � o D• a•u �Y V!•O'T. u4. DD. Qy EELL-Ca'PACTFD CLEAN FILL m O TeRMIn TMATMDlT SHALL M d DORA-GALS! 6RdDE ' M4BB POR � ahD. TRAhC m � � PMIb10.00R MCE96. Pq! _� 9ARMe DOOR � �'+ I BKKID DAK — __ _ � ° •. r . -. 1p !!) S MBAR ON C11AlIN 'r ° lf—T.� , • ON bH4l DOLT eTNTL@t VAPOOR z MTNOIR ON BELL-COITACtED QLY1 PILL rER111e 1MAT•ENT BNALL • e 4' CONC. HIM. W 6W WAM4./m W W ON VAR Ea _� fU'a•Calr. L ' GONG. MN. W b`Y' WA)aYIAO RlM • GM b-M4 NLT [tNYLps VAPOR RETM®[R ON HELL-COMPACIHD CLHAN FILL, nR11n TMATM[M N4LL DE 'kf'r H B[ DORA-CAIEi •B 6-MIL POLY eTNYLBD VAPOI! MTMQ)eR GN ABLL-COMPACTBD CLEAN FILL THRan MAT'IEIR BVIAL.L Be DORA-cA11E C ,/ _ BORA•CAM E p� 4• 6 6, 4• . e ] m .._ MICR W GWIIN I�--m'� rUS MBAR CN CJi4M8 am \�/� •° e. b ry 9 MB4! Ql GW1NM mU 1 D e. . \ :iT\�i\� �:�\iT\�T�/�%\�i��' . �;�yr?�l�J\i%�\ �\1�\iT�iT\%`p�✓ 2-STORY FOOTING ^� 2-STORY FOOTING %1 AT GARAGE 9 CONCRETE PAD 10 SLAB AT S.G.D. GARAGE DOOR FOOTING 12 SHOWER RECESS FOOTER 13 W BLOCK WALL SCALE: V1'•I'-0' •I-• BCA{i� r.r-m• 11 ernLe: vr.r-m' BCKe, r.r-m• SCALE: IR'.I•_0• i �,-�-CMLLK ABID BEK Lab , � TE VeRIm REBAR OIKINED DOND BEAM AREB PeR ELEV. _• I �' ►VC BL[eN Pqe 06a LNe o e• a1u J•'-O' PILL RR — r0 HOR120MK RLDAR W 10' NOOK fiRWtlD TE VEIeT1GK REDAR L _ O HOIBZOMK REDAR W 10' NOOK PWMD LNT[L .OM. (MJ Y CMI PLL® C!LL (TYPJ " ✓I DRrWALL BGJD SHAM � e VAREB PHR CLeV. - •- VARI[! PBR ELEV. — ruaxl•ANaIORsan>ru lyxT• NrU."RnllT a oE PRa1 �-- °- r e — - � � aTacuTeD Bono B[AH FLOORAND _ 6 T JO mm TO Sam NAM aET N JOMTa A 10 TO ACC (SLEEVED AN 111 M saro PouR AcctrrAeLe RT:YlrxlrJ n '^ b' PVt rA+Aae i:au PDOTRO STOW (TJ'a MDAR ON C1MRB e ]-DTaer rN'D REBAR aJ CHAIN 1 _ - r EXT./INT. FRAME WALL TO 14 NOT USED 15 BLOCK WALL CONNECTION SCALE: Vl'•1'-•• 16 GAS LINE THRU BLOCK ue eeAR ER ICALLY W ccNc. IouR GLL aeE ertlur rme PORx Fa. WRILATION R-VKV[6 a• au N' OYI. Bt BD. A• CONC• I W el4%IIMD BJLM IMD _ L bR NaPICTION i PaOER NOIEci�W a ._ C - 1I .6 ON 6-MIL POLY HTIIwYLn. HI! VAPaE L MTARDER ON al[LL-COF►AGIEO 0.CAN O PILL TeRMIn ne.ATMeNt SHALL BE A 0 BORA CAM A •'-C PBL FLR � • TE veRTICK RHBAR O'.D' PM RR lle veR'fIGK MBAR rV T REDAR eET BJ arP•ON Mall " aTMNBTN !I.OXt b' [MDHD. nint la rTJ'B MBAR . I-aTCIEY - a t0 NORDGJYK MBYE W iD' HOOK a TO Hq zoW_ REBAR W b' NOpC L raJ •a ReDAR • T•eroRT LLA'AT GGI•EMVWTDM i tiL • ,• UELL-CC-►AGIBD CLEAN PLL T[�RT mATI�•®+r MALL 1T) . R[d1R ON GNAMa „ice HORIZONTAL/VERTICAL Bcla'A-cAM ]-r n N law rN 9 RHBAR a! CNAlllb HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH iL 1 REINFORCING F BEARING CHANGE 1-STORY FOOTING A OMITTED DOWELS B REBAR LAP AT FOOTING acALe: u]•.r-D' rr+1AT LINTEL CORNERS 1 �.. /�.��f'.r�— D W BLOCK WALL ALL EXTERIOR FOOTERS AT FINISH SLAB'S 'I'O BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A N C H IT EC T 5 1 6 GZs0Design .nc. {41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 A w y V 0 O R O y 0 aunDiv. as "LOV SILVERADO LOT #3 BLK #7 PROZMT* 04128.000-00371 MOa>Ms 4EBB 1828— CALI" GARAGM EIWWO: LEFT PAGIR MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B ARCHITECT STATE OF FLORIDA 017 DA10/19/17 8CALLt 1/4"=1'-0" matmuT PRE-ENGINEERED TRUSS 4•-O' MIN. MTS-12 BOTTOM PLATE, T/Ib' o88. (2) 12d NAILS AT 2X4 EA. STUD I BTM. PLATE 2X4 DBL. TOP PLATE 2X4 STUD W OC. 1/Ib' OSB. 1/2' A.B. W/ MIN. I -EMBEDMENT LOCATE 2"S' FROM ENDS AND 32- O.C. MAX. TEXTURED FINISH jMTS META-I 6 3 Off. MAX. 8' CMU WALL (2) Qd NAILS WITHIN 4' OF EA. END t (2) Rd NAILS • 12' OC. PRE •ENGP ME TRUSS MAX IN FIELD. %-l�TICK BUILT WALL DETAIL KNEE WALL DETAIL `� TO BLOCK SCALE: V2'. is-O• SECURE 2.6 MIN. TO SLK W/ (2)h- ANCHOR BOLT W/ 2• WASHER SET M SIMF'BON HIGH STRENGTH EPDXY 4' EMBED. — - — --�— 2X4 SECURED TO LADLE END W/(2)I2deEA. UPRIGHT PRE-ENG TRUSSES 11V TRUSS CONI.BCTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a 16' OC. MAX 8F'8 • EA. STUD TOP BOTTOM PRE-ENG TRUSSES WRRUSS CONNECTOR UP TO •IOW UPLIFT DOUR DOUBLE 70P PLATE A SECURE 2. TO BLOCK W/ (2) �' TAPCONS OR (MIN SWANK SIZE .145) HEADER • O p• SECURE 2x4 ON FLAT TO DLK O• FADER SIZE PER SPAN CHART. 41. DOOR/ rIBC4eT 2X4 SECURED TO GABLE ENG W/(2A2d b'-8' OC. !! SIMPSON LSTA-12 a EA JACK STUD, BOTH SIDES OF OPENING. 2x STUDS a Ib• OC. MAX W/ SHEATHING. SHEATHING TO BE WITHIN 7)' of WINDOW/ DOOR orsu� 4e• SIMPSON MSTA-24 a EA JACK 2x8 STUDS • 16' D.C. MAX W/ SHEATHING. SHEATHING TO ME WITHIN )a' OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE (MIN EMBED. I ?,'1 g WITHIN S' OF EACH d u � N. IS' DC, MAX 04,B. SHEATHING OR '"- _ W/ CUT NAILS. WINDOW OPENING `` OPENING AND SECURE PER FASTENER SCHEDULE (21 STUDS, (2) JACKS • EA. SIDE STUDS, OPENING �' GDX PLYWOOD M SIDES: 24X6 GARAGE DOOR BUCK UA/ (3) r6'X8' J-BOLTS 4' EMBEDMENT MIN. W/ 2'X2'A WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. I-2X6 PT BLOCK a CENTER OF DOOR FADER W/(I)VX8' J-BOLTS 4' EMBEDMENT W/ 2'X2'XYe' WASHER AND MIT IF pe L-W • GABLE BLOCKING TRUSS 2x4 BLOCKING EA RAFTER L-30 EA. RAFTER N29 EA. RAFTER x4 RAFTER • 24' OC. FRAMING (TYP) —7I I� HEADER KING CHAR FOR SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATIONI JACK STUD ASSEMBLY TO BE SECURED ONE PLY e A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 1 NO MORE THAN 12' OC. STAGGERED SP4 OR F15 •TOP ANDJACK, BOTTOM PLATES a EA. FULL LENGTH STUD, BOTH SIDES SHEAATTHINNG i0 LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT BE JACK STUD ASSEMBLY TIME. SECURED ONE PLY • A TIME. USE Rd NAILS, TWO WITHIN 6' FROM EACH END < NO MORE THAN 12. O.C.STAGGERED WINDOW BILL W/CRIPPLE9 W' O'C. ATDI6' O ANCHOR BOLT I' EMBEDMENT AND 2' DIA WASHER —SIMPSON MBTAM-24 • EA SECURED W/ SPECIFIED ANCHORS 2XS P.T. BOTTOM PLATE - 2x4 BLOCKS Cm WALL j µµ 5 m FIBCAst Nu j _ — - I _ NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANISACTURER'8 INSTALLATION INSTRUCTIONS W$RE I f_ - E MORE STRINGENT SUCH INSTRUCTIONS ARE GARAGE DOOR 3 BUCK ATTACHMENT SCALE: In'.1'-0' ��RAMED OVERHANG 4 _ TYP. 5 OPENING T EXTERIOR WINDOW/ DOOR WD FRAMED LW/FLOOR BREAK -4• MIN. FROM 2ND I' FLR LINE. TRUSS cJ WALL FRAME SECTION A T��• WINDOW ® 2-STORY — OPENING Z ARCH WINDOW v SCALe: In•.r•0• SCALE: V2•.I'-0' 3 ® FASTENER SCHEDULE ROOF DIAPHRAGM n'c sNnHx cur, NAiLs • a• oc. 92SEs NOTE: TYP. EXT. SWEATHING ATTACHMENT FOR SHEAR x UPLIFT (O.SU3. 70 BE STRUCTURAL USE 1/16' OBB. OR 1/2' COX PLY WITH •S RING SHANK GUN NAILS AT 4' O.C. AT GRADE) CONNECTORS FROM STUD TO PLATE ARE — SUPPORTED PANEL EDGES AND % RING SWANK GUN NAILS AT 6' OC. AT NOT REQUIRED EXCEPT a OPENINGS PIE -ENS. TRUSS T MTER'EDIATE SUPPORTS. SEE DETAIL. DBL. 2X TOP PLATE ROOF SHEATHING TO GABLE END FRAME USE %GW NAILS a 4. OC. T/16' O.S.B. a -- EXTERIOR SHEATHING USE 1/16' ObB. OR V2' PLY WITH •S RING SHANK GUM NAILS AT b' OZ. AT PANEL SIDES AND •8 RING SHANK GUN NAILS 4' OC, TOP 2 BOTTOM PANEL AND •B RING SWANK GW NAILS AT 6' O.C. AT • m 2X BLOCKING • t. _ TOP OF 111c., 015.5. 2X STUDS I6' O.C.MAX. � s k INTERMEDIATE SUPPORTS. BEE DETAIL. NOTE: RING,2X SHANK GUN SHALL BE PERMITTED AS ACCEPTABLE FASTENER FROM ANY MANUFACTURER AN _ iS ^ ' w •S RING SHANK GUN NAILS Y • • 6' O.G. M FIELD 5 o BTM PLATE 3/4' FLOOR DECKING w NAIL REQUIREMENTS •' p PRE- ENGINEERED o FLOOR TRUSS - SIZE HEAD LENGTH DIA TENSILE 8 ed ROWDMODFIE 2 3/8' .113 IT01D00 OR T NOTE: NAILS TO BE MFG. MY MEMBER OF INT. STAPLE, NAIL / TOOL ASSOCIATION I. 0.113 INCH NORMAL SHANK DIAMEIER 2. RING DIAMETER OF 0ID12 OVER SHANK DIAMETER OC. M X I BLOCKING FRAMING SPACES AT EACH END. RAFTER OR TRUSS ROOF SHEATHING -a y 3 u�I 1 d — V' LL IC V 7P m — TYP. EXT, SHEATHING ATTACHMENT FOR ROOF SHEATHING (ObB. TO BE STRUCTURAL GRADE) y— , OP 4 BOTTOM iOVNT. W/ (5) 12d NAILS META-16 BLK WALL Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ I/4' GAP FROM BLK TO O.S.B. 2X4X4' SECURE TO TRM W/ 3-12d OC. MAX TYP. 3. K TO 20 RINGS PER INCH 4. 0-250 INCH FULL ROUND HEAD DIAMETER m 'O 2' DECK SCREWS a 6'-8• O HORIZONTAL 2X BPP. STRUCTURAL BLOCKING AT PERIMETER OF O.SU3, TO PROVIDE CONT. NAIL PATTERN 2X4 SECURE TO 2X4 BLK Wn-12d SECURE TO BLK W/ META-16 S. 2 INCH NAIL LENGTH ROOF 6I4EATI—IINCx LAYOUT AND ENDWALL BRACING T L_ L BUILDING LENGTH p p 3 — j yyi MAX IN FIELD. UN AREAD D W 54 'SHANC TO EXTEND BEYOND' }: o THICKNESS OF SUB -FLOOR SHEATHING a P O3 REMAINING AREA TO BE SHEAT4ED FROM DBL, TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING a TOP OF WOOD FRAMED WALL TO Be STAGGERED MIN. OF *'FROM SHEET BELOW Q INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO 8TUDS Np EXT. SHEATHING AttACHMENT 2'-0" EXTENSION ®OPT SERVICED . �Q1NOT USED v FOR GABLE END FRAMING FOR STRUCTURALWALLGRADE) WALL SHEATH NG (oSe TO BE TYP. 3/4' TKv "-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS EXT. WALL SHEATHING 7 SCALE: In'.I'-0' 9 SCALE: In'•I'-0' A R C R I T I G T S 5 Design Grou,01.2. Al N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774.6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA M.0003326 4 h V Kai h O C~Ri O ti O V SUDDIV fa LOT SILVERADO LOT #3 BLK #7 PROJffiC" 04128.000-00371 MODEMA 4EBB "1828-CALI" GARAGM ewDdG: LEFT PAGE.." RISC. DETAILS 150 MPH EXP. B ARCHR•ECT� STATE OF FLORIDA DATE: 10/19/17 dCALM 1/4"=1'-0" FIBERGLASS SHINGLES OVER 1130 FELT PAPER INSTALLED PER FBCR R9052,7 ON a' O.S.B. SHEATHING OR J' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I rI '2EE ENERGY CODE FORMS :OR INSULATION R-VALUES ' GYPSUM BOARD OR }' HIGI ,TRENGTH CLG. BOARD :ONC. FILLED LINTEL ELK W/ 1) 05 REBAR CONTINUOUS 'RECAST LINTEL LEE ENERGY CODE FORMS OR INSULATION R-vALUES )INDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONIC. POURED CELL Ix2 P.T. FURRING STRIPS m 16' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1-STORY 1 BLOCK WALL 1/16' OSB. OR }' COX TYVEK BUILDING WRAP FORTIFIBER BLDG PAP GALv'D MTL, LATH 1/5' TEXTURED FINISH m WOOD ')S' TO %' MID WALL WEEP SCREED zCL F J 8' CMU 5/8' TEXTURED FINISH m MASONRY WEEP SCREED DETAIL Cb WOOD TO 2 L��,n l V1V1V. SCALE: I I/2'=1'-0' ��NOT USED FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES 030 2x4 BLOCKING BETWEEN PER FBCR R905.21 ON ® TRUSSES WHERE 'X' BRACI OVER FELT PAPER INSTALLED PER FBCR TRUSSES WHERE 'X' BRACING O.S.B. SHEATHING OR }' CDX IS PRESENT RS0521 ON I. O.S.B. IS PRESENT PLYWOOD SECURED PER SHEATHING OR I' COX FASTENER SCHEDULE PRE-ENG GABLE TRUSS PLYWOOD SECURED PER PRE-ENG GABLE TRUSS P.T. Ix2 W/ MTL. DRIP EDGE 2x4 NAILER FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) 2x4 OR 2x6 SUB -BAND CONT. 2x4 RAT RUN SECURE P.T. Ix2 W/ MTL. DRIP EDGE 12d's m EACH TRUSS PER ELEVATIONS ° W/ (2) 12d's m EACH TRUSS 2x4 OR 2x6 SUB -BAND 0 TO BE INSTALLED m MID. POINT OF VENTED ALUM. SOFFIT -P o.N. TO BE INSTALLED m MID. PER ELEVATIONS TYP. TRUSS SPAN, OR 10'-0' O.C. MAX, - POINT OF TRUSS SPAN, OR VENTED ALUM. SOFFIT ° SEE ENERGY CODE FORMS STIFFBACK (SEE SEALED 10'-0' O.C. MAX. FOR INSULATION R-VALUES TRUSS ENG. FOR SIZE d SEE ENERGY CODE FORMS STIFF -BACK (SEE SEALED I' GYPSUM BOARD OR " CONDITION.) FOR INSULATION R-VALUES TRUSS ENG. FOR SIZE 1 HIGH STRENGTH CLG. 16 O.S.B. SHEATHING OR #' ' GYPSUM BOARD OR %' CONDITION.) BOARD COX PLYWOOD. ATTACHED l HIGH STRENGTH CLG. j O.S.B. SHEATHING OR }' 2x4 NAILER PER FASTENER SCHEDULE BOARD COX PLYWOOD. ATTACHED 2x4 m 24' O.G. m INTERIOR ON SHEET D5 PER FASTENER SCHEDULE KNEE WALL �/8' THICK, 3 GOAT CONC. FILLED LINTEL BLK W/ ON SHEET D5 PORTLAND CEMENT PLASTER (1) 05 REBAR CONTINUOUS �/8' THICK, 3 COAT CONC. FILLED LINTEL BLK W/ OVER EXPANDED LASTED SEE ENERGY CODE FORMS PORTLAND CEMENT PLASTER (1) S REBAR CONTINUOUS METAL LATH ON FORTIF15ER ! FOR INSULATION R-VALUES OVER EXPANDED SALVED JUMBOTEX GRADE 'D' PAPER PRECAST LINTEL METAL LATH ON FORTIFIBER PRECAST LINTEL OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT AS JUM50TEX GRADE 'D' WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS PER MANUFACTURES PAPER OVER TYVEK PER MANUFACTURES FOR COMPLETE INFORMATION) SPECIFICATIONS BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO SPECS FOR WEEP SCREED PRECAST SILL COMPLETE INFORMATION) PRECAST SILL (SEE DETAIL 2) (I) M5 REBAR VERTICALLY WEEP SCREED (1) S REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. W/ CONC. POURED CELL (SEE DETAIL 2) W/ CONC. POURED CELL PLATE W/ 12d's 8' O.C. MAX I Ix2 P.T. FURRING STRIPS SECURE GABLE TO 2x6 P.T. x2 P.T. FURRING STRIPS I m 16' O)C. PLATE W/ 12d's 6' O.G. MAX 16O.C. SECURE 2x6 PT. PLATE TO 8' CMU SECURE 2x6 PT. PLATE TO BLK W/ 17'x9' ANCHOR BOLT W/ I I/2' GYP. WL. BO. BLK W/ }'x9' ANCHOR BOLT a, CMU 1/2 GYP. WL. BD. 2' WASHER SET IN SIMPSON WOOD SASE W/ 2' WASHER SET IN SIMPSON -I-WOOD HIGH STRENGTH EPDXY 7° �' HIGH STRENGTH EPDXY BASE EMBED. MIN. m 32' Or- MAX. EMBED. MIN. m 32' OC MAX. % THICK, 3 COAT ~ %' THICK, 3 COAT -r— PORTLAND CEMENT , PORTLAND CEMENT PLASTER APPLIED w PLASTER APPLIED DIRECTLY TO MASONRY ? DIRECTLY TO MASONRY NOTE 1- STORY GABLE 1-STORY GABLE PER FBCR S052.'1 - FOR ROOF SLOPES 2:12 TO BLOCK WALL W/ VAULT CLG. LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 1 A SCALE: 3/4'=1'-0' �� !1 L2\ BLOCK WALL 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS SCALE: 3/4'=I'-O' PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 8' CM1U Y4' DRYWALL VX4' OR 17(2' P.T. NAILER Ix4 PT. OR y MEN. E THEW EXTEND 14111 INTO BLOCK W/ 4V TAPCONB OR DRIVE IN ❑ (MIN SHANK SIZE .I45 MIN. HEAD SIZE 300 MN EMBEDMENT 4 E WITHIN X OF EACH END 4 B' OC. MAx SPACING DOOR CASING NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED )W) DOOR JAMB TO BLOCK +3/4 OR +5/4 1 WINDOW TO BLOCK +3/4 OR +5/4 +`LI SCALE: 2X4: SECURE TO BLOCK UP ar.' TAPCONS OR DRIVE PIN (MIN SHANK SIZE J48 MIN. HEAD SIZE 300 MN. EMBEDMENT I W) WITHIN 8' OF EACH END 4 B' O -, MAX SPACING. 2X6: CEO aEcweE TO BLocK W/!-jfe' PIN B ORAH( (MIR WANK SIZE MN. 7E U a MM. HEAD SIZE 900 MIN EMBEDMENT I V) WITHIN 8' OF EACH END 4 B' OC. MAX SPACING. 2X6 CEO Y' DRYWALL SECURE TO BLOCK W*-jf ' TAPCONB OR DRIVE PEN I'X4' OR I'M' P.T. NAILER (MIN SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT OW) ATTACH TO 2X PER WITHIN t OF EACH END 4 MANLFAC7URE8 DETAILS. NOTE: WM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-1/2" B WINDOW TO BLOCK +1-1 2 SCALE: 2X4: CM SECURE TO BLOCK UV' TAPCONS OR DRIVE PM (HIN. SHANK SIZE Job MIN HEAD SIZE 300 MIN EMBEDMENT IY') WITHIN 8' OF EACH END 4 18' OC. MAX SPACING. 2X6, CEIM SECURE To BLOCK WJ-4w NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PM BE ON OUTSIDE I SECURED (MIN SHANK SIZE .145 ❑ TIROUGH NON-STRUCTURAL MDA HEAD SIZE 300 %' TAPCON MU4. I -A' HER EMBEDMENT I Y4.) EMBEDMENT INTO BLOCK WITHIN e' OF EACH END 4 a' CI`N 8, 13' OC. MAX SPACING. DRYWALL 2X6: ® SECURE TO BLOCK W/U-%' rX4' OR I'X2' P.T. NAILER TAPGONS OR DRVE PIN )6' 09B. X 4' MIN (MN. SHANK 817E .145 DOOR C46WY= MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I V) ATTACH TO 2X PER WITHIN 6 CP EACH END I MAMFAC7U . DETAILS. NOTE, WM AS NEEDED TO PLUMB JAM (DO NOT EXCEEO)4 ) DOOR JAMB TO BLOCK +1-15/16" r1 WINDOW TO BLOCK +1-15/16" j SCALE: 2X4, SECURE TO BLOCK W 1 TAPCONB OR DRIVE PIN (MIK SHANK SIZE A45 MIN HEAD 812E 300 MR EMBEDMENT 149 WITHIN e' OF EACH END 4 b' OC. MAX SPACNG. 2xb: CEO SECURE TO BLOCK W/1-3(c' NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN ❑ BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE J45 THROUGH NON-BTRICTURAL MIN HEAD SIZE PCCN HER � IN. Y4'1 MEMBEDMENT 1 Y. NWT INTO BLOCK WITHIN 8' OF EACH END A a' CMU 18' OC. MAX SPACING. Ii' DRYWALL 2XS, ® SECURE TO BLOCK W2-Ul(�' i'X4' OR 1'M' P.T. NAILER TAPCONS OR DRIVE PN I' P.T. X 4' MIN (MIN. SHANK SIZE J4S DOOR CASING INA H MEAD SIZE 300 DOOR JAMB OR WINDOW MN. EMBEDMENT I)1111 ATTACH TO 2X PER WITHIN In OK EACH END A MANIFACTURES DETAILS, NOTE: SWIM A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED V ) DOOR JAMB TO BLOCK +2 1/4" �n1 WINDOW TO BLOCK +2 1/4" SCALE: I.."S 2X4: CM SECURE TO BLOCK W ifN' 7APCONS OR DRIVE PM MIN SHAW SIZE .145 MIN. HEAD 812E 300 MN. EMBEDMENT I V) WITHIN 8' OF EACH END 4 B' O.C. MAX SPACNG. 2Xb, CEO SECURE TO BLOC K WR-V CONS TAPOR DRIP£ PM NOTE: STRIKTURAL 2X MUST (MIN. SHAH( 912E .I45 BE ON OUTSIDE 4 SECURED MN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN. EMBEDMENT I Y') %' TAPCON MIN. 1-Y' WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK W OC. MAX $PACING. B' CMU 2x6: ® K' DRYWALL SECURE TO BLOCKC A(i TAPCONS OR DRIV I'X4' OR 1'X2' P.T. NAILER (MIN SPAW SIZE .14 DOOR CASING MN, HEAD SIZE DOOR JAMB OR WINDOW I MN, EMBEDMENT I Y ATTACH ATTACH 70 2X PER WITHIN 8u OF EACH TUREB DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T L ` SCALE: 2X4: CM SECURE TO BLOCK W/ TAPCONS OR DRIVE PIN (MN. SHAW SIZE .145 MIN HEAD SIZE 300 MN. EMBEDMENT 049 WITHIN 8' CP EACH END 4 B' OC. MAX SPACING. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGH NON-STRJCTURAL 2X6: ® ' TAPCON MIN. I-V SECURE TO BL OCK W/2-j(H' EM SEDMEM BLOCK TAPGONS OR DRIVE PIN (MN. SHANK SIZE .W5 ❑ MIN HEAD RISE 300 W DRYWALLINTO MIN EMBEDMENT I V) WHEN 8' OF EACH END A OR I'M' P.T. NAILER IS- OC. MAX SPACING. 2ND 2x SECURE TO 2X6, CSW 8TRUCTURAL MEMBER -2I: 6ECURE TO BLOCK W/U-%' WITHIN V OF EACH END I V TAPCONS OR DRIVE PIN TO 8' O.C. MAX (MIN SHANK SIZE .10 DOOR CASING MM, HEAD RISE 300 DOOR JAMS OR WINDOW MINA EMBEDMENT IY.1 ATTACH r0 2X PER WITHIN 8' OF EACH END A 18' OC. MAX 6PACwa MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +T F WINDOW TO BLACK +T SCALE: 2X4: CM SECURE TO OLD= UUYi 7APCONS OR DRIVE PIN (MIN SHANK SIZE J4b MIN HEAD SIZE 300 MIN. EMBEDMENT I Y') WITHIN 8' OF EACH END A 18' OC. MAX SPACING. 2Xb: CEO SECURE TO BLOCK UWI-I/4' NOTE: STRUCTURAL 2X MUST OR DRIVE PIN TIN. BE ON OUTSIDE A SECURED SHAONSW MIN SHANK SIZE .I45 7HR000N NON-STRUCTURAL MIN HEAD SIZE %' TAPCON MIN I- M. MEMEMBEDMENTI Y') Y. EMEEDMNT EINTO BLOCK WITHIN B' OF EACH END 4 ID' OC. MAX SPACING. 8' CM1U 2x8: ® JV DRYWALL SECURE TO BLOCK WUI-1/4' I'114' OR 1'12' P.T. NAILER TAPCONS OR DRIVE PIN 71r' O.SUB. X 4' MIN (MEN. SHANK SIZE J45 M IR HEAD SIZE 3" DOOR CASING MIN. EMBEDMENT IYi) WITHIN w OF EACH ENDG4 DOOR JAMB OR WINDOW AMTTAC44 TO It IS ' OC. MAX SPACIN. MANU FACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yi ) DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7 16" SCALE: 2X4, CM SECURE TO BLOCK UUYi TAPOONS OR DRIVE PIN (MIN SHANK SIZE .W5 MIN. HEAD SIZE 300 M6A EMBEDMENT IYi ) WITHIN 8' OF EACH END 4 18' OC. MAX SPACING. 2X6: CEW SECURE TO BLOCK W/1-114' TAPCON6 OR DRIVE PIN NOTE: 674a)C7URAL 2X MUST (MIN. SHANK 817E J49 BE ON OUTSIDE 4 SECURED MIN HEAD SIZE -400 THROUGH NON-STRUCTURAL MIN EMBEDMENT I Y.') �(' TAPCON MIN I-Y' WITHIN 6' OF EACH END 4 EMBEDMENT N70 BLOCK 18' OC. MAX SPADING. e' CMU 2X6 ® Y4' DRYWALL BEGIJI� TO BLOCK UN-1/4' TAPCONS OR DRIVE PIN 1'14' OR 17O' P.T. NAILER (MIN SHANK 817E .10 1' P.T. X 4' MIN MM. HEAD 817E DOOR CASING 1 V MIN EMBEDMENT I Y') WITHIN 8' OF EACH END 4 OC. MAX SPACING. ATTACH TO 2XPERIB' MANUFACTURES DETAILS. NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLOCK +3 3/4' �u1 WINDOW TO BLACK +3 3/4" SCALE. A R C N I T E C T R M ej$n Grou,01... 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774 6078 FAX: 407-774.4078 www.a bdesigngrouP.00m AA #: 0003325 F w h w 0 0 F 0 IrUHDIN. a LOT.SILVERADO LOT #3 BLK #7 noj=T1y 04128.000-00371 i[ODBIs 4EBB "1828- CALI" OARAOZ BTaNG: LEFT PAO& MONOLITHIC 1-STORY WALL SECTIONS & NOTES 150 MPH EXP. B /I DA 10/i 7 BCALJk 1/4"=1'-O" BiIBET 1)3 FIBERGLASS SHINGLES OVER "30 FELT PAPER INSTALLED PER FBCR R9O52.1 ON 2' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUS -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE // INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. GI TOP AND BT, OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 15 FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS v EACH TRUSS. BTM. RIBBON TO BE P.T. — WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/TRUSS PLAN s/s' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY FIRST FLOOR BLOCK SECOND 1 FLOOR FRAME 2x STUDS g 16' C INSUL., SEE ENEF FORMS FOR I ' T 4 G SUBFLO AND SCREWE FASTENER PRE-ENG FLOOR TRUSS SIMPSON HETA-16 EMBED. STRAP 0 32' O.C. MAX VERIFY W/ TRUSS PLAN ' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD 2 \_5EE ENERGY CODE FORMS FOR INSULATION R-vALUE5 " GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL FLOOR 2x STUDS 0 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUES ' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRU56 (INSTALL PER MFG. SPECS.) 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1)05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPEC IF ICAT IONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 16, O.C. 6' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON a' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ i'x6' THRU-BOLTS 6 32' O.G. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 126's 6' O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON WTC4 0 24' O.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SWEET D5 1/6' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. m TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS 0 EACH TRUSS. BTM. RIBBON TO BE P.T. WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND 1A FLOOR FRAME SCALE: 3/4'-1'-0' O.S.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/6' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) 2x4 CONT. m TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS 57 PLATE OF 2ND FLR, BTM. 2x4 I5 FOR WALL SHEATHING OF FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS ®EACH TRUSS. BTM. RIBBON TO BE P.T. WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/TRUSS PLAN s/s' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY CONNECTION AT PARALLE ICULAR PRE—ENG FLOOR 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING 15 PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED Ill/ (2) 12d's EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' GYPSUM BOARD OR }' NIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS m 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) J' GYPSUM BOARD OR I' HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (U S REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 16' O.C. 6' CMU 1/2' GYP. WL. BD, WOOD BASE 2x STUDS m 16' O.C. MAX W/ INSUL, SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE NOTE: PER FBCR 905.2.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 6151 3/4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 PRE-ENG FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS 9 EACH TRUSS. ' GYPSUM BOARD OR }' BTM. RIBBON TO BE P.T. HIGH STRENGTH CLG. BOARD PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) CONC. FILLED LINTEL BLK W/ (1) •5 REBAR CONTINUOUS CONC, FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS RIBBON 4 FASTENING DETAIL 2 A SCALE: 3/4'=I'-0' FIBERGLASS SHINGLES OVER •30 FELT PAPER INSTALLED PER FBCR R9052.1 ON a' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 5U5-5AND PER ELEVATIONS VENTED ALUM. SOFFIT 1,0000 UPLIFT - CONNECTOR 2x6 SYP 02 — DBL TOP PLATE WALL SHEATHING 2x6 SYP •2 — WOOD STUDS AT 12' O.G. MAX 2x6 P.T. SYP 02 SOLE PLATE 05 REBAR g I6 O.C. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN, SEE ENERGY CODE FORMS, FOR INSULATION R-VALUES z w AIL ZQ �a fu zi WALL _ SECTION - WOOD FRAME TO 1 B LOCK WALL FASTEN SKIDS TO BLOCK WALL WITH USP MSTA48 STRAP WITH FASTENERS AS SHOWN. INSTALL STRAP • EA END (UNO) 4 SPACE STRAPS AS FOLLOWS, -110 MPH IC 'i 32' O.C. -160 MPH 'C1 32' O.G. -ISO MPH 'B': AV O.G. -140 MPH 'C' 4a' Oc. TOP OF STUD WALL _ soLE P1=aTE a - ro TOP OF MABGNRT WALL r CM BLOCK WALL SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' GYPSUM BOARD OR }' HIGH STRENGTH CLG, BOARD SIMPSON SP2 a EA. 2X5 STUD J' DRY WALL }' DIA ANCHOR BOLT AT 16' D.C. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMPSON SPI A EA. 2X6 STUD �-(1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1) 05 REBAR HORIZONTALLY PRECAST LINTEL I WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL Ix2 P.T. FURRING STRIPS jIS, 16, O.G. 6' CMU 1/2GYP. WL. BD. Ell lU 04 CONTINUOUS REBAR WOOD BASE 04 REBAR 45' LONG Wlro' HOOK 0 24' O.G., MIN.. 24' IN SLABr112'-0" (1-11N. 4' CONC., REINF. W/ 6'xro' WIAXW1.40 WWM ON 6-MIL POLY • ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE (3) °5 REBAR ON CHAIRS 2 D - PLACE STRAPS SPACED AND FASTENED AS SHOWN WITH ONE ADDITIONAL STRAP AT EACH WINDOW KING 8TI1D MIN 00) IOd COMMON NAILS INTO STUD (0.148 DIA x 1 1/2' LONG) FILL ALL REMAINING STRAP NOLES W/ 101d NAILS INTO WOOD BACKING DO NOT PLACE SCREW IN TOP HOLE NEAREST TO TOP OF CM BLOCK WALL CONNECT BOTTOM OF STRAP TO CM BLOCK WALL W1 (1) 3/I6' DIA, X 1.1/4' LONG TAPCON MASONRT SCREWS EXTERIOR STUD WALL CONNECTION 3 TO FIRST FLOOR MASONRY WALL • s P u I T c r* a Design Grou .2. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 111: 0003325 F w y cam, w 0 0 F C 64 Ilik- m N o mumm a LOIN T SILVERADO LOT #3 BLK #7 PADJWT# 04128.000-00371 moamu 4EBB "1828— CALI" GARAGM BWMG- LEFT PAGE MONOLITHIC 2—STORY WALL SECTIONS & NOTES 150 MPH EXP. B '' I • z'_•i1l• DA10/19/17 8CALM 1/4"=l'-0" axmmT D 4- PRECAST NEADEWMIN) 2 X 4 (MIN 2 X 3) 1-3A6 TAPCON OR DRIVE PIN (MIN SHAM, SIZE.145 MIN HEAD SIZE 300 MN EMBEDMENT1 1/4'1 S.FROM EACH END AND IB' j � O.C. MAX MN 1.1/4' EMBEDMENT?q 2 X b (MIN 2 X 3) 2.3/16 TAPOON s? kK OR DRIVE PIN (MIN SHANK SIZEM5 w-_ MN HEAD SIZE 300 MINEMBEDMENT I V4') e' FROM EACH END AND b' OZ. MAX MIN 1-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MN SHAW SIZE149 MN HEAD SIZE 300 2X4 SOLID 6LOCKNG MN EMBEDMENT 1 V4') SECURE TO SHEATHING W/ V1/16' 2'. FROM EACH END AND 18' MIN 2-12d PER BLK EA END O.C. MAX MN 1-V4' EMBEDMENT OSS SHEATHING 0-I U WALL ARCHWAY DETAIL 1 16" AND UNDER SCALE: DBL. TOP PLATE 2X4 IS' O.C. MAX 345 MIN HEAD SIZE 300 MIN EMB8' EATEN INat TTO ARCHWAY EXCEED E" O.G MAX 2X4 SOLID BT. PLATEBLOCKINGBLOCKG SECURE V2' PLYWOOD - TO SHEATHING WITH OR T/*. O.S.S. MR 2-12d PER BLK EA END 3 EXTERIOR ARCHWAY SCALE: I2'.I'-0' 0 11W; CAB OR Y2 PLYWOOD SHEATHING O -30 BLDG FELT O3 24' WIDE 26 GA. GALVANIZED METAL FLASHING O MAST ADD DI910, 3b' WIDE AND AND MUST BE A MN 24' WIDE METAL. ® FIBERGLASS SHINGLES DBL. TOP PLATE 2X4 16' O.C. MAX SECURE 2X4 W/ 2.%' TAPCONS OR DRIVE PIN (MRL SHANK SIZE .4b MK HEAD SIZE 300 MIN EMBEDMENT I Y' WIN 8' EA END NOT TO EXCEED 16' O.C. MAX 2X4 SOLIC BLOCKNG SECURE TO SHEATHING WITH MIN 2-12d PER BLK EA END EXTERIOR ARCHWAY PRECAST HEADERMIN) 2 X 4 (MN C 2 X 3) 1-3/16 TAPON OR DRIVE PIN (MN SHANK SIZE.145 MN LEAD SIZE 300 MIN EMBEDMENT V4') END A1 S' FROM EACH AND IS- O.C. MAX. MIN I-1/4' EMBEDMENT 2.. (MIN 2 X 3) 2-3/16 TAPCCN OR DRIVE PIN 'MNSHANK SIZE.14b MIN HEAD SI300, SIZE 300, HIEMBEDMENT 1 1/4') a' FROM EACH END AND IS' O.C. MAX MIN I-I/4' EMBEDMENT 2 X 8 MN 2 X 3) 24/16 TAPCON OR DRIVE PIN MN SHAM, SIZE.45 MIN HEAD SIZE 300 1/16' COS &4EATHR4CG MN EMBEDMENT I V4') 2X4 16' O.C. MAX. S' FROM EACH END AND IS- (WHEN OVER YG' IN HEIGHT) O.C. MAX MIN 1.1/4' EMBEDMENT 214 SOLID BLOCKING — SECURE TO SHEATHING WV MIN 2-12d PER BLK EA END ARCHWAY DETAIL 4 16 AND UP SCALE: I2'r I'-0' �1CLOSED VALLEY FLASHING DETAIL v NTb. TRESS SIMPSON - I/2' CLG. BOARD 4 TEXT. 9P4 • 32' SIMPSON SP4 2X4 DBL. TOP PLATE O 4 • 32, O.C. 1/2' DRYWALL 2X4 WOOD STUDS •16' C.C. UAO. ON TRUSS PLAN 2X4 CONT, STRESS BLOCKING MID -WALL X4 PT. PLATE SIMPSON SP4 32' O.C. MAX I2'X9' AB: 32' O.C. 1'EMBEDMENT CONC. SLAB 2 9'. COIN. 1-STORY INT. BEARING WALL 7 SCALUPLIFT OR E, 12'.I'-0' NOTE: FOR WALLS WINO HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTOR&, DOUBLE TOP PLATE 2.4 CONTINOUS STRESS BLOCKING MID WALL 2.4 STUDS o Vo' O.C. MAX, UON I' T 4 G SUBFLOOR GLUED AND SCREWED A9 PER FASTENER SCHEDULE BT FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 0 32' O.C. MAX PURE -ENS FLOOR TRUSS DOUBLE TOP PLATE 2.4 CONTNOIUS STRESS BLOCKING MID WALL 2.4 STUDS o 16' O.C. MAX, UON. I2, GYP. WL. BD. SECURE ST. PLATE TO SLAB W/ I' 9' ANCHOR BOLT W/ 2' WASHER SET IN "-ON HIGH STRENGTH EPDXY 1' EMBED. MIN SIMPSON SP4 0 32' O.C. MAX 8 INT. 2-STORY LB.W. SCALE: 1/2T F-0' PRE-ENG TRUSSES OR CONY. FRAMED RAFTERS J' CAB. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCORE BETWEEN TRUSS BAYS W/ (3) 12d'. EACH END 2x DOABLE TOP PLATE STUDS o 16, OC. MTS-12 o EVER STUD 2X4 ST. PLATE DORMER 9 ATTACHMENT SCALE§ I2'•I'-0' DBL. TOP PLATE SECURE 2 X RIP TO FIT W2.12dS 6--b' O.C. MAX T/&' TEXTURED FNIS44 1/16' OSB SHEATHING 2 X 4 b' O.C. MAX (WHEN OVER 16' N HEEGHT.) 2 X 4 (WHEN OVER IS' IN HIEGHTJ 1/4' TEMPERED MASONITE GLUE 4 NAIL W/ad'S 8'-12' OL. IF HEEDED. 2 X SOLID BLK'G s ARCH SECURE W2-12d EACH END ATTACHMENT PER MANUFACTURER'S SPECS. MTL WOW FRAME 'NOTE, NO GAP • WDW FRAME TO EXCEED 1/4' 2 X 4 (MN 2 X 3) 1.3/16 TAPOON OR DRIVE PIN (MN SWANK SIZE.M5 MN HEAD SIZE 300 MN EMBEDMENT 1 1/49 S' FROM EACH END AND 10' EXISTING BLK ASV. O.C. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPOON 1/8' TEXTURED FINISH OR DRIVE PIN (MN 84AW SIZE.145 MN HEAD SIZE 300 1/16' COS SHEATHING MIN EMBEDMENT 1 INT') 6' MCO'1 EACH END AND 16' 2 X 4 16' O.C. MAX O.G. MAk. MIN I-V4' EMBEDMENT (WHEN OVER 16' IN HEIGHT.) 2 x 4 (WHEN OVER I6' 2 X S (MN 2 X 3) 2-3/16 TAPCON 16, IN WEIGHT.) OR DRIVE PIN (MIN SHANK SIZE145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 V4') 2 X SOLID BLKYG • AR:C11 SECURE W2-12d EACH END S.FROM EACH END AND 16' ATTACI4-ENT PER O.C. MAX MIN 1-V4' EMBEDMENT MANUFACTURER'S SPECS. MTL WDW FRAME 1/4- TEMPERED MASONITE 'NOTE' NO GAP o WDW FRAME GLUE 4 NAIL W/8d'S 8'-12' O.C. TO EXCEED V4' IF HEEDED. ARCHWAY DETAIL B CUTAWAY SCALE: 12'.I'-0' ROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP DOGS,) EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE W/ USP SP724 NAIL PER MANUF. SPECS. SECTION AT TOP 6OF EXTERIOR WALL SCALE: NTS ASPHALT SHINGLES OVER �39) FELT ON 1/16' OAS. PRE-ENG GABLE TRUSS SPF STIFFSACK (SEE SEALD ENS. PACK FOR SIZE 4 CONNECTION) 2x4 SFF BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT � COIN. 2x4 9PP RAT RUHI ' >#CURED W/ (2) 12d'e o EACH TR 85 (2) 2x4 4 B.Y,P, DIAGONAL BRACE W/ !31 Tld'R o EACH TRUSS (DIAGONAL X-BRACING TO COVER 5-TRUSSES i' GYPSUM BOARD OR I' HIGH STRENGTH CLG. NOTE: BOARD DIAGONAL BRACE o CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE o ANT SPAN B'-V OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0' (1) X-BRACE 30'-I' TO 60'-0' (3) X-BRACE (I) X-BRACE • CENTER AND (2) BRACE DIVIDED EG IALY FROM CENTER TO END 11 GABLE X-BRACING i v SCALE: 112'.I'-0' 2x RIDGE 01,E SIZE LARGER THAN RAFTER SIZE MIN. (3) I2d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MR (4) 10d GUN NAILS bce NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) IOd GIRD NAILS • EA. TRUSS RAFTER TO TRUSS MTS-d CREATE VOID FOR STRAP PRE-ENGTRUSS) ALTER•IATE coNNEcnoN �ZCONV. FRA ED ROOF META-24 RAFTER TO BLKYG SCALE: V2'.I'-0' BETWEEN TRUSSES V-0' TO 30'-0' (I) W BRACE 30'-1' TO 60'-0' (3)'X' BRACE (I 'X' BRACE o CENTER) (2 'X' BRACE DIVIDED EOUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER 430 FELT ON 1/16' O.S.B. (V 2X4 n SYP DIAGONAIL BRACE W/ 9-12d EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING WHERE 'X' BRACING IS PRESENT (2) 10d NAIL$ EA END TO TRUSS 91-F STFFSACK 1 V:116 (SEE SEALD ENS. PACK FOR 812E 4 CONNECTION) am CoMMoM r-ommom 1AW 086 SHEATHING TRUSS 24' 04•.. USE Od NAILS AT 4' — EDGE 4 6' .-FIELD 1/2' CLG. BOARD 2X4 3/8' X 5 LAG o32' O.C. M NAIL CONT. RAT FEN TO OR 91 MSTA-24 • 32' O.O. MAX. TRUSS W/ (2) 12d o EA TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. SHEATHING NAILING TO BE 6' O.C. IN FIELD DBL TOP PLATE 4. O.C.-ALL EDGE$ W/W NAILS 2X4 STUD I6' O.C. MAX. n2-STORY GABLE END CROSS BRACING SCALE: I2'.I'-C' • 1115 UPLIFT SIMPSOM 14T$Mi20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL r 2380 UPLIFT (2) SMP50M HTSMO INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 114' TAPCONS TO CONT (@TRUSS ANCHOR RETROFIT RTS. 12" 7- FINISH m LANDING y 3/4' PLYWOOD FR — 1 z E — -- CL DBL 2X6 -- \ I 36" MIN. FINISH VI — 3/4' PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED THRU 3/4' FINISH a LANDING PLYWOOD INTO 3/4' PLYWOOD FF. EACH STRINGER LESS THAN 4" TYP. 3-2x12 SYP STRINGER 1 DBL 2XI2 2XI2 TREAD ETWEEN SPINDLES CUT TO FIT REINFORCED W/2X4 SPFOLOOR JOIST W/CONT. BEAD OF IXS RISER SUB -FLOOR ADHESIVE m HAND RAIL PL-400 OR SIMILAR a z EA HORIZONTAL RUN SECURE TREADS TO STRINGER U II 0 W/(3)08 3' SCREWS - EA STRINGER, UNTHREADED SHANK 1/2' DRYWALL TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING IXIO TRIM NOTE: I' NOSING TYP. STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) (3) 10d GUT NAILS MIN. TREAD 10', MAX. RISER 1-3/4' v 2X4 P.T, d 3/16' MAX. VARIATION IN RISERS/TREADS d ADJACENT TO EACH OTHER SLEEPER INTO M 3/8' MAX. VARIATION IN ANY RISER/TREAD SLAB HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' .-1/4' OR PROVIDE EQUIVALENT GRASPA51LITY 3 STAIR SECTION DETAILS WINDERS- MIN. 6' WIDE o NARROW END MIN, 11' WIDTH o 12' FROM NARROW END SCALE: 34' MIN. HANDRAIL HGT. A R C R I T E C T 8 6 . Design Grou .2, L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 F ti Kai O y O IN �i a U 8)TJ8l m da LOT. SILVERADO LOT #3 BLK #7 Pnoj=T# 04128.000-00371 MODEL 4EBB "1828- CALI" GARAGE SIWMG: LEFT PAGE MISC. DETAILS 150 MPH EXP. B [,D,ATU 10/19/17CALD 1/4"=1'-O"lillaT 8 155 PRODUCT APPROVAL LISTING -SHINGLES -STANDARD r PRODUCT APPROVAL LISTING EXPIRATION DATE FL 10446-R4 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10456-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-112 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244-RI LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/I020 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 14253-113 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 15217•114 MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349-114 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 15279-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5891-115 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR 12/31/2018 FL 107S8-R6 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2019 FL 10477-113 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 13223-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265-112 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 4103•R8 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006-R9 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL l%R8 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2019 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORI DABUILDING.ORG CONTROL DATE: 09/26/201 A R C R I T I C T E 1 6 Design Grou :nc. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32780 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA IF.0003325 y 0 a V a Bumxv. a I/O'l SILVERADO LOT #3 BLK #7 PROJ=T# 04128.000- 00371 MODZU 4EBB "1828-CALI" GARAOZ BWMG: LEFT PAOIC: PRODUCT APPROVAL LISTING 150 MPH MY B NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINMUM OF 4'x4' SELF -ADHERING+ MEMBRANE 6' • VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE 4 ENDS) 4 6' • HORIZONTAL LAPS. LATH VERTICAL LAP TO BE 1' WRAP MATERIAL) OVER ALL SEAMS NEED t0 BE TAPED APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING TAPE FLASHINGF TO EXTEND ONTO PIPE / I' OR LESS PIPE PENETRATION PREFORMED CONTROL JOINT i J' THICK 3 COAT CEMENT FLANGE OF CONTROL JOINTS T / \ PLASTER / \ BE WIRED TIED TO LATH • S' WRB LAYER R, FORTIFIBER O.C. MAX (VERTd,, NOTE DO BUILDING PAPER /. • nM._L_AP . nETx LATH \ NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES Up/ APPROVED METAL LATH X. LEG MAY BE USED TO TEMP. FASTENED al' (VERT.) O.C. MAX —'I-�X X X I SECURE CONTROL JOINT AT SUPPORTS X X X DURING INSTALLATION WRB LAYER 'I, �— I CUT AND OVERLAP ONE SIDE OF FASTENERS TO BE SPACED gTUCCO WRAP METAL LATH FL LASHING RING MEMBRANE • T' O.C. MAX VERTICALLY WOOD SHEATHING STEP 01 STUCCO LATER 1, P THICK, 3 GOAT CEMENT I 81UCC0 WRAP I PLASTER J _ METAL LATH 6' HIN PAPER LAP BELOW GNL=� { "•� WRB LAYER •2, FORTMISER LAYER R, FORTPIBER / I WRB BUILDING PAPER BUILDING PAPER \ UAUS LAYER -1, STUCCO WRAP TH SHALL NOT \ LLr)OD SHEATHING INSTALL FASTENERS (CLIPS, CONTINUOUS A• ro a' ( ( STRAPS, (CIUI EDS TO SECURE HROUGH CONTROL -- nlu. j �I \ + PIPE/ WIRE TO FRAMING OPPED AND T EACH SIDE. STM CI063 PLACED FLAT MAX. 6' TO B' FROM CONTROL JOINT LLHENCONTROL [il"I] ENERS FOR LATH TO BE NAILS JOINT FALLS ON BTRIJCTURAL STUD ES IN COMPLIANCE W/ ASTM CI063 7- E TIES TO BE (NO.IS)0O41S'WIRECKING SHOUN MAY BE IN ADDITI07LL STUDS REQUIRED PER PLAN / 118 y�, n"M" TYPE CONTROL JOINT Ol FOLD eALLNFD • FR. 4 ®FOLD i I OL FOLD RaMI✓D . FR. A A. CRCAAE • R. D 9. CREAaE • PT. C I i ® �roLo . Tr Ot FOLD NWARD • PT. 4 z CREASE • n. e FOLD ss Ol FOLD F°141m • Fi. A z. cRe4sE • n. e s. cREAeE • Pr. c 4 FOLD FT. C OVER P1. D TILL PT. O TOUCKa DOTTOM RAFYB DOTTOI® FLANGE TIGHT "— FOLD. 02 NQT CUT. 4' THICK• 3 COAT CEMENT PLASTER (FIW!), W A COAT CEFOAT FEASTER (CFAI) UIRB LAYER R, FORTIFIBER BUILDING PAPER (FltAhlE ONLY, UR5 LAYER S, STUCCO WKAP(FRAHE WILY) LAP LAYERS OF M=N3 IlRAP 2 A R LAP SCALE. 1 1/2'•1'-0' ® KICKOUT DETAIL OVt!R N4U.MG FLMYiE, ATOP IIRD �{, lU' 4eOVE eHINGLE! (FlFAfE' ON.YJ FR" aR cm � exTERIDR '� WALL FLAaHFIG n o ' u KICK -OUT BASHING fBEE .,a � ' DETAIL) y T•- a�L AJpT4LL lclocour I FLaswmG Ar eOTTOM a ROOF r I WALL M1ERaECTIONB I WATER TIGHT a•^, (BEND OR SOLDER DO 2 QJT VERTICAL LATH & PAPER DETAIL NOTE, SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETUEEN SUPPORTS WTH 0J041S-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN S' (2291'1 -1). AS PER ASTM CI063 18.1 FOR REPAIR OF TEARS IN W'RB LAYERS, TEARS MAY BE PATCHED WMOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL 4 STICK ROOF WOOD SHEATI BUILDIl PAPER STUCC HORIZONTAL LATH & PAPER DETAIL -UJOOD SHEATHING OR CMU -WRB LAYER 01, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER(FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) 'METAL LATH (FRAME ONLY) LAP WRE, 4 TAPE OVER ROOF/WALL SCREED EOXF7' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS "L" FLASHING N.T.S. 314 _r r^ 6'a6' SELF -ADHERING MEMBRANES FLASHING(COMPATIBLE IU/ HOUSE WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSEWRAP. FI ASH - TO ONTO PILE CUT AND OVERLAP ONE SIDE OF �-�Ep 02 SELF -ADHERING MEMBRANE y�yFLASHING WRB LAYER -1, STUCCO WRAP - UAFD LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH — 6'x6' SELF -ADHERING MEMBRANE FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHUJG TO EXTENID ONTO PIPE ---4'x4'SELF-ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE \---%' CONT. BEAD OF SEALANT INSTALL APPROVED HOIJSEUIRAP AIR NFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER FSC R70b.a.1 �Elaerlor ltlhhg antl OlaaTaT619 $zarbr use of pordaM camera Pl W fall comply with the ap*aaon raquir•mena of ASTM C 926-12A. Insallatlon w exterior atkq aW homing slaty comply with ASTM C 1093-12A PENETRATION DETAIL (FiR)4M 1 DRAINAGE PLANE (UJRB LATER 01, STUCCO URAP) WRB LAYER #2 CFORTIFIBER - - _ _ _ _ BUILDING PAPER) METAL LATH x-x-x-x STUCCO - WOOD 5I4EATHING SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER FBC R703.6.1 / ASTM C-a471-09, MIN, 2.5 LBS. PER SQ, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N I T E C T 8 6 Design LONGWOOD, FL 32780 PH: 407.774-6078 FAX: 407-7744078 www.abdosigngroup.com AA O: 0003325 N V 0 y O F A ti V SILVERADO LOT #3 BLK�a#7 PROJSC,•p 04128.000-00371 MODRLc 4EBB "1828-CALI" GARAG& sWD'T6: LEFT PAG]b WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT. - STATE OF FLORIDA OC 2 • if DumT A10/19/17 E/C,&% 1/4"=1'-Oa WAI A R C H I T E C T S INSTALL W SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST, SEQUENCE OF FLASHING TO BE: I. BOTTOM 2 SIDES 3. TOP -XVENT CAP 18 TO BE SET IN BED X OF SEALANT AT TOP AND 1 -1 SIDES ONLY. SEALANT IS TO BE II TOOLED 50 AS TO DEFLECT IWATER AWAY FROM JOINTS. X.: E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL i x JOINTS AND INTERSECTIONS I I APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO A«LJL LLOUNDS, y4 CAULKING ® JOINT PER FBC R703_6.1 Exterior lathin0 and�lastering BACKER ROD Exterior use of Portland cement plaster shall comply with the application requirements of ASTM C 926-12A. I 1 ?� Installation of exterior lathing and framing x.I shall comply with ASTM C 7063-7 2A. WRB LAYER -1,- $Tucco WRAP I x HOODED VENT x X: J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIRBER BUILDING PAPER WOOD SHEATHING 6 A DRYER VENT (FRAME. WOOD SHEATHING WRB LAYER h, STUCCO WRAP WRB LAYER -1, FORTIFIBER BUILDING PAPER WDOD s. CONSTUCTION � -METAL LATH a' CMU VINYL CASING BEAD `4 6' RAISED BAND n;. V TO $' MID -WALL WEEP SCREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER "l, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO L ' ° WOOD SHEATHING I�JIZIII�T1� SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R-103.6.1 / ASTM C-84l-01B, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH &' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER vENT CAP (SET IN CONT. SEALANT) SEALANT e TOP a SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING ONSTALI PER MANUF. SPEC; BUILDING PAPER UNDER 'QUICK FL< A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO ,• 7=f I v m=l..=I y= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/B,4CK- ROLL PRIOR TO ELEC. METER INSTALLATION i ELEC. METER FIELD VERIFY LOCATION 1 i APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER 'THICK, 3 COAT CEMENT %* TO Ye' MID -WALL WEEP SCREED �—ro' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED (FRAME TO FRAME CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM A, �T I - 7R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING fN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP UIOOD SHEATHING APPROVED HOUSEWRAP BELOW SU CUT CH THAT_ NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVII SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING UAFB LAYER -1,STUCCO WRAP U1RB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/0' TEXTURED CONSTRUCTION -FINISH - WOOD FASTEN TO WOOD STRUCTURAL MEMBER - l' O.C. MAX B' Q111 - k'TO)V MID -WALL - IICFP l'oCFn • W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING H V FIN16- MASDNRT 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) a• WRB LAYER -I, STUCCO WRAP CUT 'X' INTO SELF -ADHERING X MEMBRANE FLASHING / t APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER -I STEF #1 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED NOUSEWRAP STE F *`3 5TEP *2 WRB LAYER 01, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER -2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 5TEF *5 5 T E F #ro (�) ELECTRICAL RECEPTACLE LONG WOOD, FL 32760 �• V PH: 407-774-6078 FAX 407-7744078 www.abdosigngmup.com AA M: 0003325, y U 0 c a V BVHDIV. & LOT: SILVERADO LOT #3 BLK #7 PAOJL'CTd1 04128.000-00371 HODNIs 4EBB "1828— CALI" GARAGM BWZNG-. LEFT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT STATE OF FLORIDA (RA [RIC6. R O 93723 D TM 10/19/17 aCALM 1/4"=1'-0" e1KOW A2 WOOD SHEATHING WOOD CONSTRUCTION '14' HAT CHANNEL _ WA/.' TYPE 'X' DRYWALL WOOD SHEATHING WRB LAYER -1, STUCCO WRAP THICK, 3 COAT CEMENT - PLASTER WRB LAYER M, STUCCO WRAP WRB LAYER -2, FORTIF15ER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER 6' SAP. a TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSItIVE DRAIN WEEP SCREED W SELF-ADHEREING FLASHING WRAPPED \ • TOP OF WEEP SCREED TO SHEATHING BELOW — WRB LAYER 'I, STUCCO WRAP WRB LAYER -2, FORTY mBUILDING PAPER SELF-ADHEREING WRB LAYER'I, - - FLASHING WRAPPED STUCCO WRAP • CORNER OF CANTILEVER 4' P051TIVE DRAIN AMICO AM66-WFWC-78O I � WEEP SCREED CUSTOM CASING BEAD---f' NO GAP IN FIELD (SHOIIN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. (9� CANT. SCALE: I I/2' • I'-®' NOTE: METAL LATH: LATH TO BE PER FBC R103.6.1 / 45TM C-B471-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RE51LIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED C PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER wfzwjmmmp WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER -2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER 4' POSITIVE DRAIN WEEP SCREED (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE - 15ARRIER '1 WEATHER RESISTIVE - BARRIER '4 J• THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING 4' P051TIVE DRAIN WEEP SCREED ES LNO GAP INFIELD (SHOU.N FOR CLARIFICATION OF SEPARATE ACCES50RIES ONLY) EXTERIOR GRADE DRY WALL j' THICK, 3 COAT CEME PLASTER VINYL C 4;NER BEAD 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING"' SELF-ADHESIVE FLASHING — — COLUMN SHEATHING WEATHER RESISTIVE BARRIER'1 3' X 3' 26 GA. GALV. / i I.FINISWEATHER RESISTIVE PEEL EEL 2 STICK) LATER l2 LAYER METAL DRIP EDGE I ', BARRIER -2 PSET IN FULL BED OF // _ W PEEL 4 SEALANT, )J' MIN. - 6' SAP. •'•,\ STICK • DRIP SPACE FROM DRIP PEEL 2 STICK \ EDGE TO FACE TO TREX / ', I Y,*.3' 'L' FLASHING DECK I FULLY EMBEDDED IN ROOF CEMENT I )f' X 3' 26 GA. GALV. Y4' GAP FOR BACKER METAL DRIP EDGE I ROD / SEALANT SET IN FULL BED OF WOO ( P.T. OR SIMULATED Y.iGAP FOR BACKER D (TREX) FILLER, ROD 5EALANT, j' MN. SEALANT SPACE FROM DRIP CONTINUOUS VINYL CASING BEAD .f FACE t0 TREX WEATHER RESISTIVE WATER PROOFING lot I� WEATHER RESI5TIVE VINYL CASING BEAD BARRIER'I LAYER (2 LAYER PE£L 1�., t ' i BARRIER -1 i_.. WEATHER RESISTIVE STICK) WRAPPED FROM I i BARRIER '2 BALCONY DECK TO WEATHER RESISTIVE WATER PROOFING l.t CANTILEVER ,�,�,,� "n l BARRIER -2 LAYER (2 LAYER PEEL - EXTERIOR COLUMN I 4 STICK) ,. COLUMN SHEATHING 6' PEEL 4 STICK 0,, 1 ,` '~ ' DRIP EDGE TO DECK DECK MEMBRANE, •\ EXTEND OVER DRIP PEEL A STICK 6' SAP. SUB FLOOR EDGE = I Vx3' 'L' FLASHING ®® 3' X V 26 GA. GALV. SUB FLOOR 'FULLY EMBEDDED IN METAL DRIP EDGE ® ,/� j I ROOF CEMENT .-._`.-- --- - ----- ---- .'SET IN FULL BED OF I )J'XI 3/� P.T. OR SIMULATED SEALANT, )f' MIN. _ I Ye' X 3' 26 GA. GALV. METAL DRIP EDGE WOOD (TREX) FILLER i SPACE FROM DRIP SET IN FULL BED OF CONTINUOUS I % FACE TO TREX I WOOD )5 P.T. OR SIMULATED VINYL CASING BEAD WOOD (TREX) FILLER, SEALANT, )4' MN. Yi GAP FOR BACKE CONTINUOUS SPACE FROM DRIP ROD 4 SEALANT WATER PROOFING lot I -FACE TO TREX FINISH LAYER (2 LAYER LAYER C2 LAYER PEEL Y: GAP FOR SEALANT \ VINYL CASING BEAD PEEL • STICK) OPT. BACKER ROD. STICK) WRAPPED FROM WATER PROOFING lot 3/4 RESILIENT i BALCONY DECK TO MODIFIED SO LAYER (2 LAYER PEEL 4 HAT CHANNEL CANTILEVER 3/4 RESILIENT I STICK) WRAPPED FROM VINYL CASING BEAD >�' THICK, 3 GOAT CEMENT HAT CHANNEL BALCONY DECK TO PLASTER VNYL CASING BEAD - CANTILEVER METAL LATH i d' THICK, 3 COAT CEMENT 5/0' TYPE 'X' DRYWALL WOOD SHEATHING PLASTER W/TEXTURED A PANTED I WEATHER RESISTIVE g/g• TYPE 'X' DRYWALL METAL LATH FINISH BARRIER 'I W/TEXTURED 4 PAINTED WEATHER RESISTIVE FINISH WOOD SHEATHING J' THICK, 3 COAT CEMENT B POSITIVEIRDRAIN 4' F•061TIVE DRAIN WEEP SCREED PLASTERd' CHICK, 3 COAT CEMENT WEEP SCREED VINYL CORNER BEAD PLASTER O GAP N FIELD VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY SEPARATE ACCESSORIES ONLY) BALCONY DRIP BALCONY DRIP 011C EDGE INSTALLATION EDGE INSTALLATION ® COLUMN 0 (W/"T." PT.AST4TNG) WOOD SHEATHING 2x FRAMING MEMBER WRB LAYER "I, \ STUCCO WRAP ' THICK, 3 COAT CEMENT PLASTER WRB LAYER °2, FORTIP15ER CORNER BEAD BUILDING PAPER--, FASTENED TO SHEATHING 6 l" O.G. MAX. METAL LATH THICK, 3 COAT CEMENT PLASTER WRB LAYER 01, 6'9ELF-ADHERING STUCCO WRAP FLASHING WOOD SHEATHING % METAL LATH! DRIP CAP I 11D DRIP EDGE WRB LAYER 02, FORTIFIBER INSTALLATION BUILDING PAPER I WINDOW FLANGE 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CA5I�BEAD WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER w WEATHER RESISTIVE BARRIER '2 a' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11EDRIP EDGE INSTALLATION (14A CORNER BEAD C FRAME /- CORNER BEAD (FASTENER 4 SPACING 0 1' O.C.) CMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1q-B CORNER BEAD � BLOCK WOOD SHEATHING ti WRBLAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB•LAYER •I, STUCGQ WRAP ; WRB LAYER *2, FORTIFIBER ' BUILDING PAPER i METAL LATH 1 THICK, 3 COAT CEMENT PLASTER ro'SELF-AD 4ERING FLASHING r DRIP CAP L WINDOW FLANGE 15B CASING BEAD @ WINDOW (FRAME, NO BAND. A E C E IT EC T 3 Design Grou .2. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.abdealgngroup.com AA N: 0003325 w y IN a 0 FL TV. a LOT:VERADO OT #3 LK #7 PROJECT► 04128.000-00371 MODEL: 4EBB "1828— CALI" GARAGE EVrXKG: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT STATE OF FLORIDA DATM 10/19/17 SCALE: 1/4"=1'-0" EItu= WA3 WOOD SHEATHING -� WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER -� METAL LATH -� J' THICK, 3 COAT CEMENT PLASTER FLASHING I - ADHERING � NG VINYL ANGLED CASING BEAD �� i DRIP CAP --------- WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP I WRB LAYER "2, FORTIFIBER i BUILDING PAPER METAL LATH -.,(EXPLODED J" THICK, 3 COAT CEMENT vIEW FOR PLASTER CLARITY) WRB LAYER 01, - STUCCO WRAP VINYL ANGLED WRB LAYER -2, Fc BUILDING PAPER METAL LATH THICK, 3 COAT PLASTER &'SELF-ADHER FLASHING — DRIP CAP WINDOW FLANGE CASING BEAD Cab WINDOW (15C (FRAME, W/BAND) WOOD SHEATHING METAL LATH WRB LAYER •I, STUCCO WRAP WRB LAYER '12, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD Y<' OAP TYP GA5TRIM BEAD IX TRIM MEMBER TO ? ® STUCCO TO SIDING TRANSITION SIDING WRB LAYER "1, STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER -1, STUCCO WRAP \- CASING BEAD b' SELF-ADHEREING FLASHING OR PEEL a STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD 9HEAIHING— WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE — BARRIER 4 &' x lE LAP SIDING RVEAL &'SELF -ADHERING — FLASHING STARTER STRIP IWaODMULA TieIM MEMM im CASIWS SEALANT WINDOW FRAME ------------------------------------------------------------------------ _ THICK, 3 COAT CEMENT PLASTER METAL LATH 'a .. ..... f _ WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEADVINYL CASING BEAD VINYL CASING (W/a/s' FLEXIBLE PVC BACKER ROD) WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING 2X FRAMINGMEMBER DETAIL BELOW EXPLODED FOR CLARITY / 1 `--------------------------------------------------- _ ---/ WSELNGDHERMG _____________________________ FLASWI --------------------------------------------------- -- J' THICK, 3 COAT CEMENT o WEATHER RESISTIVE Y4" CxAP TYP PLASTER / \ BARRIER-1 CASING BEAD ERREeISTIVE LUEATHER SARR SEALANT --- TO WINDOW --METAL LATH 6' SELF -ADHERING 1 / FLASWW. 1 ' It \ \ _ GALVD METAL ---WRB LAYER 02, FORTIF15ER I DO NOT CAULK OR I BUILDING PAPER I \ SEAL OPENING ; WINDOW FRAME - - WOOD SHEATHING j r If \ WIaOD TRIM MEMBER \ � SEAL GAP VEO S ANT / OR APPROVED SEAL 1 \ � 411E l'Jl I'n411.1. BEBQ. I I SIDING TO STUCCO Ca) BLOCK TO FRAME 19 TRANSITION NOTE ' METAL LATH: LATH TO BE PER FBC j R103.6.1 / ASTM C-841-09, MIN. 2.5 LBS. 1 LUOOD e44EATHING PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB L AYE R *I, &' SELF -ADHERING STUCCO WRAP WOOD SHEATHING WEATHER RESISTIVE , FLASHING i WEATHER RESISTIVE BARRIER 'I BARRIER 9 TO LAP RESISTIVE ABOVE TOP / / 6O' MZN.FLASHIW. B��ARR ER.a / WRB LAYER #2, FORTIF15EIR W%6 REV ALAP S'D ,// IJ Q 1 UILDIN�s PAPER 4ERING 7 LEATHER RESISTIVE I\ BARRIER "I FLASH ING z WEATHER RESISTIVE _ \ / BARRIER -2 ' I METAL LA ITt4 STARTER STRIP / \� \� / GALV'D METAL DO NOT CAULK OR I I 'Z' FLASHMG S" TN 1 C- K 3 COAT CEMENTSEAL Om'I" / —" DO "DCAULK OR GALv'D METAL WEATHER RESISTIVE PL AS I E R 'Z' FLASHING BARRIER 'I TO LAP CASING BEAD C RAISED 17 A BAND ( FRAME) SCALE: 1 1/2 "=1'—O" IV x 6' SIMULATED 6' MIN. ABOVE TOP LLIOOD TRIM MEMBER OF 'Z' FLA&FII. E=Z BEAD VINYL CdSING ` \ ` I Y!' X &' SIMULATED (W/' FLEXIBLE FNC \ / I WOOD TRIM MEMBER BACKER R G \ I I ' I 6' SELF -ADHERING FLASHIN FLASHING \ 77(( THICK, 9 COAT \` I SEAL GAP W/CAULKING CEMENT PLASTER �I OR APPROVED SEALANT WEATHER RESISTIVE `' WEATHER RESISTIVE BARRIER'I BARRIER -1 WEATHER RESISTIVE % BEdD VINYL CASING BARRIER (W/9G'FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO WEATHER RESISTIVE ® FRAME TO FRAME BARRIER 4 TRANSITION 1J WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL s STICK OVER FLANGE WINDOW FLANGE �._ (W/ BEAD VINYL CASING I 2X FRAMING -ILA (W/3/a' FLEXIBLE PVG BACKER ROD) I MEMBER .APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE < BUILDING WRAP WRAP ---------------------------------------------------------------------------------------- A�EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO = . — WOOD SHEATHING 2�T SELF—ADHESIVE FLASHING — A II c N i T E c T 8 6 De Grousi n 1-1 LONGW000, FL32750 PH: 407-774$078 FAX: 407-774.4078 www.abdesigngroup.com AA d: 0003325 F y 0 4 0 F C ounDiv. as wTil SILVERADO LOT #3 BLK #7 Pnojww 04128.000-00371 moan 4EBB "1828— CALI" QARAGZ STIMO: LEFT PAGIM WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT: STATE OF FLORIDA OV Dw 10/19/17 SCALD 1/4"=l'-0" 88mw WA4 • CUT HOUSEWRAP AT 45' ANGLE 135' MODIFIED 'I' CUT I IT IN HOUSEWRAP LINE OF WINDOW OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I INSTALL SELF -AC FLASHI k NAILING JAMBS EXTEND I' BELOLL FLEXIBLI DO NOT FIN TEMPORARILY FOLD -UP 4 SEC WOUSEWRAP (O TUCK FLAP UND at HEAD FOLD HOUSEW IN AT JAMBS / SLOPE SILL R NSTALL 6' SELF-ADHE LASHING C VINYL HEAI =LASHING ( DAMS) NAIL RANGE EXTEND SELF-ADHE FLASHING I' BEYOND J. FLASHING NSTALL VIt CAP ALIGN FLASHING W/ TNT. EDGE OF SILL R.D. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE FOLD DOWN DIAGC ACRO; WINDO I,PPLY %, NOM.- :ONTIN000S BEAD )F SEALANT AT IAMBS AND HEAD of 1PPLY TO BACK OF ANDOW NAILING :LANCE IN LINE W/ 'RE -PUNCHED I0LE5 OR SLOTS. AIDE ADHESIVE EXIBLE FLASHIN VER DRIP CAP 'ECTO-WRAP EC1UI V) WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) SCALE: NTS STEP 4 INSTALL PLUMB, L AND SOT. MANUFAC WRITTEN INSTRUCT Y 4NE W. DINT NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEW2AP, SEALANTS ! SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION, I2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WAINS, SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE, NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: ------___—_— REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH (EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING � I ! _ SEAL INTERIOR PERIMETER OF WINDOW WITH LSEALANT A R C N I T E C T 3 6 Design GrZ .2. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdes Igngroup,com AA S: 0003325 F y cam, 0 v ti 0 F O 2 C .t oulmlv. as LOT. SILVERADO LOT #3 BLK #7 Pnoilic * 04128.000-00371 HODZU 4EBB "1828-CALI" GARAGE 81WANIM: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH E)T. B ARCHITECT-. STATE F O I A 4r, -114 DATM 10/19/17 BCAi 7: 1 /4"=1'- 0" R1*am" WA5 41 ft wl� ------------- ; ----- — --- - - - - -- 2x6 SUB-BANb / W/1'x4' NOTCH g : •j 1/9' TEXTURED FINIS I . wOOD, - WRAPPED IN '' 1/2' TEXTURED / PEEL d STICK xa FINISH o GMU METAL LATH j - DRIP EDGE !\ I I`\ METAL FASCIA WRAP r j> WOOD SHEATHING I------- ------- --- /8 1/S' TEXTURED I J f OR CMU WRB LAYER 1, 1 FINISH 0 WOOD I `\ I ' STUCCO WRAP(FRAME ONLY) \ I/81/2' TEXTURED I \ - WRB LAYER'2, FORTIFIBER 1 FINISH mCMU \ 3 BUILDING PAPER \\ (FRAME ONLY) METAL FASCIA \\ 2X6 SUB BAND ROOFING CEMENT \� f WRAP Ya' FROM ` STUCCO, I" FROM \ DRIP EDGE a WOOD WALL \\ \\ x © ELAN 8 METAL KICK OUT , '—EXTERIOR WALL ` �o \\ (FRAME OR CMU) \\ NOTE: NOTCH FOR 2X6 SUB BAND ONLY 0 —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK(BEYOND) �J� �VNOT DRIP EDGE, I' OFF WALL INTO STUCCO) \ I - 171/S' TEXTURED FINISH 0 WOOD, 1/2' TEXTURED FINISH Q CMU 2x6 SUB -BAND W/I"x4' NOTCH 9 END, WRAPPED IN PEEL 4 STICK V AT I ON � f=L>4N A METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT m WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/126 NAILS &'-V O.C. MAX. 2x SUB -BAND W/U2'x4' NOTCH -m END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0) WALL x �I x x x 3 x x x x 4" x x x x x x x x x x x x' x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I x x x x x x x x x x x J x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I SUB BAND DETAIL ® WALL W/KICK-OUT :AME OR CMU LT 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/lY2'x4' NOTCH m END, WRAPPED IN PEEL 4 STICK ROOF CEMENT 9 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/0/2'x4' NOTCH a+ END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY A R C N I T E C T 3 6 Despn Grac N.. L441 N. NONALU NtAGAN tlLVU. LONG WOOD, FL 32750 PH: 407-774 6078 FAX: 407.7744078 www.abdesigngroup.com AA M: 0003326 W y 8 w 0 0 F Bum as LOT: SILVERADO LOT #3 BLK #7 PROJRCT* 04128.000-00371 IMDZU 4EBB "1828— CALI" GARAGE BVrJNG: LEFT PAGL': WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B ARCHITECT - STATE OF FLORIDA D 10/19/17 BC1/4"==l''-0" BDIMM Vd A6