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HomeMy WebLinkAbout36096 Carriage Pine Ct• 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 IP ull'.'� a 99 18 2 8 - �ALI 99 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 AN. ALTERNATE M.C. MANUFACTURER ACTURNE REER� AMP. AMPERAGE MIN. MINIMUM • OCCUPANCY — RESIDENTIAL, GROUP R3 BD. BOARD MTD, MOUNTED •CONSTRUCTION TYPE - VB CL CAD. CENTER LINE CABINET MTL N.T.S. METAL NOT TO W" •MIN. INTERIOR FINISH — CLASS B cm CEUMG C.C. ON CENTER • BASIC WIND SPEED — Vult=150 MPH CIR. CLEAR PL PROPERTY LINE CON. CONCRETE P.B. PUSH BUTTON Vasd=116 MPH CPT. CARPET PH. PHONE • EXPOSURE - B C.T. CERAMIC TILE PIT. PLATE •1—STORY RESIDENCE — D. DRYER PLYWD. PLYWOOD •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL DBL D.C. DOS DUAL GLAZED PR P.T. PAIR PRESSURE TREATED AND STATE CODES DIA. DIAMETER R. RISER DIM. DIMENSION BAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. 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. EQ .A, EACH EQUAL 0 SHT. �c. SHEET SHEATHING SQ.FT. CALC.'S EXH. EXHAUST sm. SIMILAR m. EXTERIOR SL SLIDING LIVING 1828 SQ. FT. F,G./FX . FDIED CLASS SL GL SLIDING GLASS GARAGE 430 60. FT. F.C. FUEL CAS SI'D. STANDARD ENTRY 16 SQ. FT. FIN. FINISH SINS SHEAR WALL LANAI 88 SQ. FT. FIR. FLUOR. FLOOR FLUORESCENT Sc O CORE SOIIDSOURTEMP TOTAL 2362 50. FT. FR. DR. FRENCH DOOR TEMP . D GLASS FTC. FOOTING TEE THICK GA. GAUGE T,O.C. TOP OF CURB CAR. GARAGE T.O.P. TOP OF PLATE CAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYR TYPICAL MTERRUPpER U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP, BD, GYPSUM BOARD V.P. VAPOR PROOF N.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW BNSUL INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION ALL WORK SHALL e®HAPLY N1''fH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND CITY OF ZEPHYRHILLS ORDINANCES (� ATEJ-� G�y OF m-pHYRHI S INDEX OF DRAWINGS SHEET # DESCRIPTION PC CI —COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG 1A—DOWEL PLAN PG IB—LINTEL SCHEDULE PC 2 —FLOOR PLAN PG 3C—FRONT, REAR, LEFT & RIGHT ELEVATION "C" PC 3C.2—WALL ASSEMBLY ELEVATION "C" PG 4C—FRAMING PLAN ELEVATION "C" PC 41—CONNECTOR SCHEDULE PC 5—ELECTRICAL PLAN PG 6—MECHANICAL PLAN PG DI—MONOLILTHIC FOUNDATION DETAILS/SECTIONS PG D2—MISC. DETAILS PG D3—MONOLILTHIC 1—STORY SECTIONS PC D4—MONOLITHIC 2—STORY WALL SECTIONS PG D4.1—MONOLITHIC 2—STORY I—HR WALL SECTIONS PG D5—MISC. DETAILS PG D6—PRODUCT APPROVAL LISTING PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS WINDOW FLASHING ARC N I T E C T E Design Gn roulf.c. 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J w y 0 4 A F O E — L SUDDIV. ae LOT: SILVERADO LOT 12 BLK 1 PiiCOJEC 04128.00 —12001 >�oDET1 4EBB "1828—CALI" GARAGE EW'TIING: RIGHT PAGE: COVER PAGE 150 MPH EXP. B ARCHITECT' STATE OF F -ORIDA I � 11/02/16 SCALE: 1 /4"=1' — O" SiIEET C1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 A STAIRS 40 VIA. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 10 (PSF) C. ROOF LIVE LOADS R301.6 I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH 11. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS t0.18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION ANDIOR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER 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. B. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R307.5.1. 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1- MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN''/: -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 18 -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/,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 HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. ' I4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8' LAYERS AND COMPACT TO 95%MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 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 318-08, 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 3000 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. 9. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: 1. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) E. APA - THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb =1,500 PSI Fv =175 PSI E=1,600,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 1/2" COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD, 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2' CDX PLYWOOD SHEATHING. MASONRY 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SO. 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. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-06b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =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 C270-07, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH 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-M. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (LINO). 3. WELDED WIRE FABRIC SHALL BE 6' X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185, LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED AT INTERVALS NOT EXCEEDING S-W.R506.2.5(2) 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3' B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER Y..' D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1%' 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION A 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 ANSIITPI 1.2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L1360. 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''/:" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). B. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION 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 ARC N I T E C T S 6 Design Grou l2. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA lh 0003325 w y 0 0 0 m EliTHDIV. a I.o7 SILVERADO LO T 12 BLK 1 PROJEC 04128.0--12001 moDETr 4EBB "1828-CALI" GARAGE 878MG: RIGHT PAGE: GENERAL NOTES 50 MPH EXP. B l5 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN TWO COATS, 1/2"THICK, I ROLAND A. A13OUCFIACRA 1 ` AR NO 93723 J WHERE APPLIED OVER MASONRY OR CONCRETE. r_pvjuNT DAA7- 11 /02 /16 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926 & ASTM-C1063-06. SCALE: 1 /4"=1' - O" 2-STORY GYPSUM BOARD j sir UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE T ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 07115WM 11�V� IIIN A N C H I T E C T 9 TO MAII 9 ,2`' VTR 2' VTR SINKHW/N k1/2- j3I' l� 3• AUTO VENT V1/2, W•RUa+V 2'1 ,I I/II IL�AI VI/2' 2' LA/2� WC SH WASHER , 4' :O PLUMBING RISER DIAGRAM 24'X24'XI2' CONC. PAD W/3-S BARS E.W. ON CHAIRS � MIN. 3' COVER 28'-8" TYP. T ��p o W S°46C. I— 0'-0' ELEV. _ I; 6'-2" I'-0" I DI FIN. GONG. SLAB ■ Y I 4' CONC., REINF. W/ 6'x6' ■ ■ ■ mI WI.4XUJL4 U LM ON 6-MIL POLY- _ SI J ETHYLENE VAPOR BARRIER ON EXTEND ID WELL -COMPACTED CLEAN FILL ■ /y• DI TERMITE TREATMENT SHALL BE ( BORA-CARE I j ■ Q ryl � r _1II __ r _ -1 ��aa�1 I SHUR2 PAN 1 7 — JL DWJ v REF IOPT. LI--j 1 I 'I I' PVC CHASE I I co ai - _� JI ■ FOR ELEC. TO O I ISLAND �I RANL+E -7�7 I a ° 3'-6" 15 Ira•. X_I _g — I!'- 13—� I i i I DI SLAB IDI/2' I 2X6 WALL - - \4' PVC-?6 -- ■ H* SLAB I _ r11Tr.1 �,; CHASE 5 BOLLARD AS REQ. I \COND.I LAV.I DI PER BLDG. CODE _ mN V I EXTEND END OF PVC. \ '' CHASE UP 12' ABOVE COND. CONC. PAD m; EXTEND _ SLAB 1 1/2' O -31/2' DI ■ ■ ■ I SLAB I ■ 0'-0' ELEV. FIN. CONC. SLAB y � Z 8 L — — — DI J ■ jaS I/2' DI I � II I DI DI DI DI 6• 3'-4(0" 2'-8. r i _ 39 8 FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN • FLOOR ELEVATIONS AT REQUIRED ECAM66 DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014). 8'. SECURE STRAP TO A/C UNIT W/ (2)'8xl 1/4 SHT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO GONG. CONC. W/ (2)-3/16'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD 0 12' FROM STRUCTURE el Design (-mrnuN__ LONG WOOD, FL 32750 PH: 407-7745078 FAX: 407-774.4078 www.s bdesigngmup.com AA #: 0003325 m W W 0 4 tt 0 h O w m BLTHDIV ae LOT: SILVERADO LOT 12 BLK 1 PROJEC 04128.00-12001 MODEL 4EBB "1828- CALI" GARAGE 8WING: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B ARCHITECT STATE OF FLORIDA Dw11/02/16 SCALE: 1 /4"=1' - 0" BiIEET DOWEL PLAN A R C H I T E C T S 6 Design Grou .!. AI N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 w .abdesigngroup.com AA #: 0003325 v y x a h O F O W m STJHDLV. AC LOT. SILVERADO LOT 12 BLKK 1 04128.000-12001 M0DELe 4EBB 1828- CALI" GARAGE SWMG: RIGHT PAGE: DOWEL PLAN k.150 MPH EXP. B ARCHITECT STATE OF FLORDA P � D11/02/16 SCALE: 1 /4"=1' — 0" SEMM I SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS GAFF fzRAVRV I DADG FDR R^ PRF('.AGT A PRFGTRFC. n ILI INTFI G CweeCeww SAFE LOAD - POUNDS PER LINEAR FOOT LENGTH 8118 arse eFn-e eve-e - +- - -e 2'-10'(34') PRECAST 2231 3069 9mbe 46m5 46m9 Itl iltl lltl 1s4, em4 8e14 esss IDle4 roes 3[e9 3'-6' (42') PRECAST 2231 3�s 9me9 91D Irm6 Sbl elm 1941 6034 4 'J603 eD-i1 109p1 I 4'-0' (46') PRECAST pw6 ]961 Mai 2T51 46m9 lira ma ,see 1941 5e61 6814 lM4 MSt34 awl Ie1609 4'-i 154') PRECAST 1593 ail 2- 21w .1. Sell SIP l6! 1911 A16 abl3 1400 1D]ZI 324 IKm! 5'•1'(64')PRECAST 12r1 .49 14% .•-• ]%0 9ns 9eN 4MB KbS 301m sl69 1911 T942 e1% wn 5'-WOO')PRECAST 062 Im9 m19 K91 20sm 3sN 341A H91 2e22 ,lN 1w, w lbl 61-6108') PRECAST y®D ¢% ¢% 2111 21" n4em 31A0 3m31 l3N 110, else 43e! smel l'-6' (90')PRECAST 143 1A11 nM MID 2301 Y Imo n2e 266I 3s96 16A1 ANTI, e4 9'-4' (112') PRECAST 554 693 Tan 1Km ¢49 K29 N+! ]!f•, tlu !IN 9 ]e2e 1 99m] 10'-6YD6')PRECAST 415 s% Ds0 ¢41 ]0s9 I1YI111 ]W 2sle w 1As D% 2- 2Ta !r4 4ts4 II'•4' lI36')PRECAST 361 3N l,6 B4r Wr 2. 9121 ,oAr w 9+5 Obe mw 2Q 3¢1 Amer U'-O'(H4')PRECAST 331 51m Gil nv bM 21A3 2eoD %st 94m Bl3 nZ4 YM 219! tees 3e92 19'-4'060'PRECAST 256 411 411 1ls 1. ImlS W. MM Ill 23316 2AN3 2693 H'-C'(168'JPREGA9T 219 42+ ,mb 1mM D2e Kel ]Ul ]6!m H2 10e Imm] l9ae K91 2n1 tale 14'-8'1116'J naeTleeee NR Na NR NR NR Ne ,98 le3 tltm ISM a241 26n a1¢ 15'-4'(184', naEaTle:9eE NR NR f1e "ae "1e N1e NR 4n 1. 115,11 Mill Z01411 2320 25M Il'-4' (208')Peeetwe NR tw Na Ne - Nit Ne Ne lino ale slo 132e Kml bal 2m41 19'-4'(232')PMDtM NR N¢ NR N¢ N¢ w¢ 2 2% b l90 1011 net DD nb 21'-4- (256')Pwea NR fit Nr NR Ne NR NR 1a¢ rem 3,0 596 a4D m4 I%l Is66 22'-0Y264')-_I NR N¢ fee Nr Ne NR Ne NR Ib9 3s llm w w41 nab 24'-0T2E$')F18artEABE NR NR � NR N[ NR NR Ne � elm Ile e64 nu GAFF IIll IFT I MM FMA' PRPrAGT A PRFGTRFCRFn IIJ INTFI G CAlwl'GNw SAFE LOAD - POUNDS PER LINEAR FOOT TYPE dD-rt 6¢-rt �Ib-rt AF}m-tt aPu-rt -IT ­TLENGTH 2Fe-21 6Fn-2T ii` ST m-} 4-2i!]e-]T Afl2-2T Bee 2r-A %b 4994 ltu ow line! S'•6' (42') PRECAST G9 ao% %a4 4991 s r3 eDt 1001 4'•C• (48') PRECAST lN'9 alms 3m6m !e5 N10 sl}s -a. qb9 I 3or0 3M Nlm 6m19 4'-6• (54',1 PRECAST no'I xm4m x1m1 3315 4043 ; m sna n0T am40 tl0l 331s -1 4111 lll9 51•4' (641)PRECAST ' IIDn n 2- 3391 liwl 4522 Imb n5 le 1 2- SIwl 1522 9'-10'(l0')PRECA9T 909 Fib -A 311 362M. 4133 9291 2e - 1 3.1 !e]m .01 PRECAST D% 2139 21 isl 9ln 6% um1 mb6 23n }llm s}l1 11¢ Txl 106 K24 2- 1'-6' (90') PRECAST .4 424 Tenl 24] ] !]20 9'-4' (112') PRECAST ri K6 2D ri Af•2 tlb K4! erg TSSI 261% IC'-6'(12W)PRECAST l30 9 Ew lee W n 2p1 930 699 tle0 NV IY3 Tess ]3K (136')PRECAST 4l1 Im9 ¢11 DB M! 49+ 60l tlV b49 nD.� bl 41m V4 33e e, • EwE­ 12'-O'(144')PRECA9T 4Tm - t30a ee a S 13'-4' (160'JPRECA9T +e __j 1373. b ,bin ,am N b6, 36s 358 124 sis e6 14'-O'(168'JF'RECAST 410 ,N In wK! 14'-D'(Il6')-STREW } 346 33+ 399 920 663 1la 82l 19m a De II31 n 4 3tl , btl L 1 15'-4' (184') PREeTI� I1'-4' (208'.PRaITRE b1 M 2o3 line see NI Itll 9 R19 19'-4'(232'1 PRs81e[88E 1a9 ,4m. l4l 64 l4l Kb 363 4a9 b 9 841 nal 21'-4' (256'PI�aTIffseE R2 H3 x¢w 332 x1 9l3 !sl ell ltl sb 22'-O'(264')FREb tll tll Dl 223 2% %A 9l 919 N 66 e Y!l 24'-0Y288')PRE6TIE R4 ¢4 119 ]'0I ]6l SD W 496 4K 4. 19l srl 16 Ce--*_ SAFE LOAD - POUNDS PER LINEAR FOOT rYPE LENGTH cab erwa- ewe- ewu.e wl.-e ee»- aeNK- so- 4'-4- (52') PRECAST K% n49 3369 la60 Ole 9421 e,99 l9rl bl1 3699 b]mb K39 ambm 9419 IAeeH 4'-6- (54') PRECAST 1494 D% 3069 2112 3969 49f6 4 e904 I196 %Y! 92mb be% A%m 9fll 1m019 5'-8' (68')PRECAST >20 min 11K 2211 9402 39K ebb IK1 24e1 -1 6969 lsn all 5'-10'(109PRECAST yin 099 b99 Kmm 2n4 264e 9114 31ao Ilb 2343 ,a43 bb% 1 8l 6'-El'(80')PRECA9T -51 �1 eT9 3¢0 lmb ll4l sue 1960 eel en 3nm loos 1e5 1'-b' (90•)PRECAST 1. 1490 ].-- 1116 206 llle U H4. -a''FRECAE,---Dee 2211 3 22l)tl9 SAFE UPLIFT LOADS FOR 8" PRECAST w/ 2" RECESS DOOR U.1 JNTELR 4CM7-0M SAFE LOAD - POUNDS PER LINEAR FOOT TTPE LENGTH 4'-4' (52') PRECAST +e'e 16u txt l0lb SAI2' 4449 eR0 eeln Kbe 2362 9Cl6 3A1 44.f9 sN0 4'-6' (54') FRECAST bl 1iO4 nv alas 9s01 N1/ 4949 a61 Kot stir mal 3601 lr. S'-B' (68') PRECAST en abe n tits -4 Het �l II 619 ¢69 Il9T 13a6 2694 9!A} Sill 5'-10'(10')PRECA9T ¢ml n,b 2259 2T* 9a sill 6l9 n99 nor 2- TV 0- 2,e1 (80'1 PRECAST 9l0 929a, Dam es0 24 26K 132 9tm 10e0 530 110l 242s 26M !!2e 1'-6' (90')PRECAST 504 142- nb, n6 2 1461 90e 89A -1, n6l 2K6 2561 T960 9'-S' (IIII PRECAST 3-L U22 2 !Y 9601 2 tleb Ilml MK a%I L- 4 L- 3 (2) 3052-SH L- 3 (2) 3052-91-4 EG(ESS 1 LANAI LIVINGS 8'-8' CLG. LROOM G. I i OWNER'S I SUITE 6068 SGD. 8'-S' CLG. -- L-6 DINIOMNG RO I I • I r u - 0 BATH I W.T.C. 0 KITCHEN r - - - 8'-a' CLG. LAUN. I I I ----- 8'-8' I I CLG. L - - J I PAN. 8' G. I I BDRM. #4/ L_2 CLG. _ m(e 0w I II II II N a1w - BDRM.#3 II - - 8'-8' CLG. r-----� 0 - II II II I I L-----� _O BATH #2 - 8'-6' CLG. - GARAGE i - rnvti ti BDRM #2 I I I 8'-8' CLG. 8• ENTRY I - L'-7 I (2) 3052-81-1 I ---- EGRESS I 16'-0'Xl'-O'OHD. - - - - - - - - - - - - - - - - - - - - LINTEL SCHEDULE 4IIIIIIII'ST"IN110AV1WLINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 11'-4' SF28-IBAT L 2 4'-6' 8FI6-01EI/1T L 3 l'-6` SFI6-I5/IT L 4 II'-4' 8FI6-115AT L 5 V-4' BPIb-IBAT L 6 1'-6• BF24-I5/IT L 7 4'-1b' 8FS-I15/IT ABV. DOOR ASSEMBLY, BOTTOM OF LINTEL . 8'-0' AFF. L 8 - - NOT USED L 9 5'-8' SRF6-0B/IT LINTEL SET 8' BACK FROM FRCNT OF HOUSE L 10 - - NOT USED L II - - NOT USED L 12 - - NOT USED 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 MATERIALS GENERAL NOTES q Safe load ratNq based ell ratio ii dsalgn w tpio par sore �, �° SAFE LOAD TABLE NOTES TYPE DESIGNATION I. rc e' pretest ImWI • 4000 p,l 1. nc pree4essad lintel 6000 p,l 1. Aovlde full -1 bed and Mad Join!,. 2. 8hae filled ImteK a, regained. 31A and ACT 530 10. TM exlerl- ewfeea of 1..6 installed In ex Ia eeneretaZ I. All values based an nlnimun 4 Ir .)1 1. For composite IIMeI Mlghle rot Shaun, use fe load ham - lower MIgM Shown. F FILLED wTN G T / U I LLLED 3. G-out per ASTM C416 re 3000 asl w / maximum 3/8 inch ggregale 4 S to 11 Inch ,IwP 3. m,ulbtlon of limei ever comply wIUT U» archltettwel and/or ,Vuctural docunamne. 4. U-Lbtel, ere merufectwad with 5 In' long ratcfe, at ma ywalls shall have a Saari N stucco Iled In aeeatlanu 'g epp wllh A61M C-296 a other approved COaling. 11. LlnLels loaded elmultersrouely with vertical (gravity of Exuptlon� Safe load, for tnfllled Imle11 nwt SEE SAFE LATERAL LOAD be reduced 2oR tf bear U1 le TABLES FOR LOAD RATINGt 1­ ttwn b 112 Inches. S. For 1-1e lengths rot Shaun, we ufe load hoe next I h efwn gt S. All wra loads m -.te of po per linear t-aIANTItt OF 5 REBAR AT OF LINTEL CAVITY 4. Concrete Meaorcy Un1U (CFNI pt 1he srde to eccanodete vetleel ten rehr«ring and grouting, yallnl and hurl:dHal naterau bad. .boas bbee Weckad FOR EACH ADDITIONAL REIPFORCED CHU RILL 2. NR .Not Rated feat �BOTfOH QQQ ASIf'I C90 wAn(nisNm net Brae 9. Refawlea U CAST-CRETE Load Catwctlon Graph brocaure for Ua canbined boding wllh lM following eg.tbru COURSE 3. Sore loads are superhyaooed ellauable I.- W. All sa re loads based on elanaly supported n eoapres,lVe etrergth %00 p,l 5. Reber per AS M A615 grade 60 fa IinLe1 dellscllon mfanatbn 6. Behan flMd added rebar to be located at tM tartan 4. Saro loads based en grade 40 a grado 60 Held rebar. Wa IL TM -in In Uv the 81- 1 /_ - 1 Q /1 T CJ ICJ 4J 4 b. R'r,Ve„1 Vwd ASTf1 A41b ng • of Vw IINAI dolt . 9 [W Ilad v�t1u1 bed Applwd MrlTemtel bed S I® Safe 8afa horiza+lal n' CLR TYP 5, O,w 1 rebar ma be wbetlWled for two y parenthaels Irdlcatee the percent reduction for grads 40 S tI grade 210 Iw rebxetion 1. 1/92' dlemets wire stirrups ere welded to Ur vtUcel load bed 5 rebero m 8' Irrtels only field added rebar. LlllWTITY OF 9 TOP L 1. Mortar per ASTM C210 tty-ie M a S boLl.om Neel for m Janical anchorage. A. GN-in- lace calcete me be Ided m Ire lintel P S prav campy, pact y can 12. Addluonal Wteral load ee t be ebta rwd by the deelgnw by providing addltlaal rein/aced (219 REBAR GR40 or GR60 6. TM dslgnt may ova Ware ceneantretad IoeW hoe Ua tits bad table, by Example l'-6' lintel tyre 8F32-IB Safe Brevity load • btltra, w/ REBAR 4T NCMIN.eI, NE_ 6'1 In Ilea or crncrete ma,dny venire' Cenersu maatray above Uw lintel. bee deal! at rIBM ukubtmg-tl» maximal blMg r r reductlon�6412 (PA) . 555,5 01 Fir NCMWAL wDm /- III A R C H I T E C T S Design Grou LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 E; W y W v h 0 a V 0 F C IN ti STJBDIV AC LOT: SILVERADO LOT 12 BLK 1 PROJECT 04128.00 -12001 MODEL 4EBB "1828-CALI" GARAGE O'llil : RIGHT PAGE: LINTEL SCHEDULE 150 MPH EXP. B (CAST-CRETE) ARCHITECT- STATE OF FLORIDA n I I-IR' CLEAR PR DATE: !ft 11 02 16 rnu SCALE: 1 /4"=1' - 0" G T S ET 7 RE154R AT BOTTOM OF LINTEL CAVITY 1 B BOTTOM REIfFOI�RIG PROVIDED N LINTEL Y4R El/ COWOIBR AND CLADDNG YND LOADS BASIC WIND EWOKW FOR 3 SEC= GM OPEN" Sam ZONE 150WH1MD(OA) 1EMM AND TYPE FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR MIN. CRITERIA S,GD. MIN, 41 5 22/-26 CRITERIA 16010 O.W.D. 112 5 21/-25 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 15'-0" N 612. PRESSURES HAVE BEEN MODIFIED PER S�ODAIET072 OF THE FBCR 5TH ED. 2014) TO METED ALLOWABLE OR NOMINAL WIND LOAD VALUM HE PRODUCT MANUFACTURER. ELImEs% 8 5'_4" (2) 3052-SH (2) 3052-SH EGRESS I j LANAI LIVING ROOM I I 14'-2" � m - -- -- OWNER'S 6068 S.GD. SUITE IGLG. I i DINING ROOM ro 2X, B'-8' CLG. 4 8 + 4 a b 0' =1 6�2 n ro YA�H IR-ISHKTCHEN b36v.rc� WhC GLG. IO I v 6 8" 'L• 4' v--- 6 ® v -S_8 C. V. OPT. I REF I e 1� SHWR PAN DW I -- _._j...._ I � J2-a b24 SIWG IR ISNN sb36 e c0 _7 8 2._4. k- 3 6 LAUN. I IR-ISH 2-8 �I =' 8'-8' O I PAN. RANGE GLG. b36 ro M I I 3-54 O O ( V. ARG y� _ J BDRM. #4/ DEN nl -- a 5•" --' a il'-4" 0 � U c,lIV. ,_ 5'-4" 3 4' W =,b W y� BDRM.#3 Mf Of 22 `x54' ,I I -- I ATTIC I _ L ACCESS i I1I1 0 GOND. '.. Q - /1 3-d -- _- 6 8_LAjU 3Ba !!, jn 5 4-�- 80LLARD AS REQ. v n 3 BATH j2 @ v PER BLDG. IIQ�I �I III �N I.-,'GLG. CODE GARAGE 8'-8 CLGCLG. � I m — - FOYER BDRM #2 8' 8' GLG. 0� 8'-8' GLG m 3068 W/ ARCH m 8 -O - — — MT 36'XI0' TRANS. _ AFF. 1= - ENTRY I m ✓3' 8 CCG. ry' I I I (2) 3052-SH EGRESS v M I 16'-0'Xl'-0'OJ-ID. I -�{-- fl -- 11_4. 0'-0 4 0 3 10 j 4 35 FLOOR PLAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE (R302.5.1) FBCR 5TH ED. (2014). SQ.FT. CALC. S LIVING 1828 SQ. FT. GARAGE 430 SO. FT. ENTRY Ir. SO. FT. LANAI 88 SQ. FT. TOTAL 2362 60. FT. EXTERIOR MASONRY WALL BP/G. HEIGHTS DBL. TOP PLATE B —'k A- BAR DETAIL I r\ s B C� A R C R I T E 6 T 8 6 Desion Grou Inc. Al N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 it w ti a w 0 0 F 0 w m r x N 0 BUBDIV. da LOT. SILVERADO LOT 12 BLK 1 PROJMa� 04128.000-12001 MODEL 4EBB "1828—CALI" GAItAf3E 8 WlKC;: RIGHT PAOE: FLOOR PLAN 150 MPH EXP. B 1 DP � 11/02/16 SCALE: 1 /4"=1' - 0" BREET 2 SHINGLE — ROOF DECORATIVE FOAM DRAIN TILES 6 4' FRIEZE BAND ---� /� .0 `v BR.. HGT. 8'-8' BRG. HGT. ��— 'X60' FYPON DECORATIVE ElSHUTTERS OR'. El EQUIVALENT �'j � .I 4' RAISED - �� BAND (TYP.) FIN. FLR 0'-O' FIN. FLR. B � FRONT ELEVATION OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT TEXTURED FINISH 'D. CALCS - OFF -RIDGE VENTS ONLY AREA OF ATTIC = 2364 SO, FT. NETFREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA = 2364/300 = 7.8E VENTILATION AREA X SQ. INCHES PER Fr.(144) = 1134.72 SO. IN. MIN. REQUIRED VENTILATION = .5X 1134.M IN UPPER PORTION OF ATTIC - 567.36 SO. IN. OFF RIDGE VENTILATION AREA 115 SQ. IN. PER VENT 567.36 /115 TOTAL#OF VENTS REQUIRED = 4.93357 TOTAL#OF VENTS PROVIDED = 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOROF WALLTO EXTERIOROF WAIL, NOOVERHANGS INCLUDED) F-1 V RIGHT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT OFF RIDGE VENT L 6 ee�j &DECO. DETAIL 1-3 SCALE: 1/2' . 1'-0' REAR ELEVATION TEXTURED -FINISH 12 6 i O � I _0it a v PI i 0'-0' FIN. FLR _ _ _ _ _ 0'-0' FIN. FLR.___ LEFT ELEVATION TEXTURED FINISH 8'-8' BRG. HGT. FIN. FLR A R C H I T E C T S 74 Iloci en FAX: 407.7744078 www.a bd es igngrou p.com AA #: 0003325 W a h 2 F 4 h C o` th 0 (N E S C:l d O SLJHDLP. do LOT SILVERADO LOT 12 BLK 1 PROJEC 0412N0 -12001 MODEL& 4EBB "1828-CALI" GARAGE SIFMG: RIGHT PAGE: FRONT, REAR, LEFT & RIGHT ELEVATIONS 150 MPH EXP. B DA'M 11/02 116 SCALE: 1 /4"=1' — 0" 0*1mm 3C Fr A R C R I T E C T E ■� FRONT ELEVATION NATYP.i I a ❑ ❑ ❑ I _ _- _ REAR ELEVATION ■^JY TYP.' I RIGHT ELEVATION e14e � J ❑ WA3 TYP. I) I I LEFT ELEVATION Wnacicin FAX: 407-T74-4078 www.a bdesigngroup.com AA B: 0003325 F U h O 4 a F O w 0 N F S U C Y a 0 U 8UBDiv. & LOT: SILVERADO LOT 12 BLK 1 PROJECT 04128.00t-12001 MODEis 4EBB "1828-CALI" GARAGE S'WMG: RIGHT PAGE: WALL ASSEMBLY ELEVATIONS 150 MPH EXP. B ARCHITECT STATE OF FLORA 6 ;J BLAND A ABOUC:HACRA AR NO 93723 DBA! E: 11 /02 /16 SCALE: 1 /4"=1'— 0" allm ' 3Co 2 .. — DENOTE R4T RIN • 10' O/C MAX — = DWIE 2* 51R7NC�B+M @ It O)L tUx FRAMING PLAN CCA 0'I/14/14 GA A R C R IT E C T a 6 Design Grou i�.. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 a W 0 4 U Q 0 2 W m BtmDrv. de LOT SILVERADO LOT 12 BLK 1 PROJEC 04128.00 -12001 mops .c 4EBB 1828- CALI" GARAGE 8TIMC: RIGHT PAGE: FRAMING PLAN ELEVATION 150 MPH EXP. B CCA AR CHITECT STATE OF FLOFMA m Dp � 11/02/16 SCALE: 1 /4"=1'— 0" SHEET 4 C CONNECTOR SCHEDULE CQNTROL DATE: 01-01-15 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-18 1400 (1) 10d x 1 12' I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2' - NO 16d OPTION) (2) META-16 1985 (2) HTA 16-18 28M (10) 10d x 1 I/2' I -PLY, (USP: (10) 10d x 11/2') 1900 (14) 166 2-PLY (USP; NO Ibd OPTION) HETA-16 1810 HTA 16 1615 (9) 10d x 1 112' I -PLY, (8) 16d 2-PLY USP: (10) 1Od x 1 1/1', NO 16d OPTION HETA-20 1810 HTA 20 1615 (9) 1Od x 1 1/2' I -PLY, (&) 16d 2-PLY USP: (10) 10d x 1 1/1', NO 16d OPTION (2) HETA-20 2035 (2) HTA-20 -1110 (10) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 1/2' 2500 (12) Ibd 2-PLY CUSP: NO 16d OPTION) Z O LG7-2 2150 LU6,T-2 1915 (V - I/A' x 2 I/4' TITEN, 2 PLY (USP: BLK (S) I/4' LL43, WOOD (16) 10d V) DETAL-20 24W NO USP CONVERSION FOR SIMPSON DETAL-20 (18) - 10d x 1 1/2, 1 PLY MGi 3965 MUGT 4000 (1) 5/8' A.T.R. IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 104d TO WOOD CUSP: (28) 10d TO WOOD) HGT-2 10980 HUGT-2 S365 (2) 3/4' ASR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), C16) 10d TO WOOD (USP: WOOD (8) 10d) HGT-3 10530 HUGT-3 93b5 (2) 3/4' A.TR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) 10d) 1­GT3-6DS2.5 3285 LUGT-3 5330 (12) SDS 1/4'x2 1/2' TO GIRDER, (4) 3/8' x 5' TITEN HD TO WALL CUSP: CONC. !4) 3/8' X 5' WEDGE BOLT, WOOD (12) WS25 LTA2 1210 PARALLEL TO WALL 1425 PERPENDICULAR TO WALL LPTA 1555 (10) 10d x 1-1/2' (USP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (lb)-SDS I/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.TR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 1595 (14) 10d x 1 1/2' CUSP: (14) 10d x 1 1/2', (14) 10d) HTS-16 1150 HTW 16 1660 (16) 10d x 1 112. CUSP: (16) 10d x 1 1/2', (IS) 10d) HTS-20 1450 HTW 20 2045 (24) 10d x 1 12' CUSP: (24) Od x 11/2', (20) 10d) HTS-24 1450 HTW 24 2045 (24) 10d x I In' CUSP: (24) 10d x 1 12', (20) 10d) LSTA-12 . S25 LSTA 12 910 (10) 10d USP: (10) 10d LSTA-18 • 1235 LSTA IS 1360 (I4) 10d USP: (14) 10d MSTA-18 . 1315 MSTA-18 1315 (14) 10d USP: (14) 10d (n MSTA-24 •+ 1640 MSTA-24 1150 (15) 10d U5P: (18) 10d d MSTA-30 .+ 2050 MSTA-30 2140 (22) IOd USP: (22) 10d MSTA-36 • 2050 MSTA-36 2525 (26)IOd USP: (26)10d F- MSTI-36 3800 KSTI 236 3090 (36) 10d x 1 1/2' use: (36) 10d x I I/2' (n MSTI-48 5065 KTSI 248 4250 (4W Od x 11/2' USP: (48) 10d x 1 1/2' Hb 950 LFTA 6 15SB (8) 8d TO PLATES, (8) 8d TO STUDS CUSP: (16) Od x 1 12% (16) ed) SP4 885 SPT 4 S45 (6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS A34 395 MP 34 410 (4) Sd x 1 1/2' TO BEAM, (4) 8d x 11/2' TO POST. USP; (4) 8d x 112' TO BEAM, (4) 8d x 1 1/2' TO POST. HCP2 645 HHCP 2 1010 (12) 101d x 1 12' USP: (10) 10d x 1 12. TO TRUSS, CIO) 10d X 1 12' TO PLATE HIOA 1340 RT I&A 2180 (IS) 10d x 1 12' USP: (9) 10d x 1 1/2' TO TRUSS, (8) 10d X 1 12' TO PLATE VGT 4 HDU4 4565 PHD 4A 4535 (16)-SD6 1/4'x3' TO WOOD, (10)-SDS 1/41x2 12' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) WSW WOOD SCREWS VGT 1 HD1B 4940 TDX 10 5110 (16 )-5D5 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WA5HER2PLY USP: 1/6' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS ABU 44 2200 6665 PAU 44 2535 6115 (1) 5/8' A-TR. IN HIGH STRENGTH EPDXY, (MIN, l' EMBED.) IN GONG, (12) 16d TO WOOD USP: SAME AS SIMPSON ABU 66 2300 12000 PAU 66 2535 13615 (U 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN. l' EMBED.) IN GONG, (12)[ d TO WOOD USP: SAME AS SIMPSON V) • LTTI9 +• 1340 LTS 19 1205 (I) 3/4' AEMBED.)IN HIGH STRENGTH EPDXY, (MIN. 1' EMBEDIN CONC, (8)10d TO WOOD USSAME AS SAAS SIMPSON Q = LTT208..• 1500 LTS 20B 1105 (1) 1/2' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, (10)10d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 11/2% 2-12' (� Z HTT4 4455 HTT4 4465 !1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) IN CONC, (19) SOW X 1 12' (USP: (20) 16d X 2-12') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 104J x 1-1/2', (20) Ibd x 2 12' Q HTT5 5090 HTT5 5430 (1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG, (26) 16d X 2 12' (USP= (20) 16d X 2-12') USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-12', (20) 16d x 2 12' HHDQII-SDS 2.5. 11010 UP14D II 120W (I) 1' A.TR IN HIGH STRENGTH EPDXY, (MIN. 10' EMBEDJ IN CONIC., (24) SOS)` x A' WOOD SCREWS (USP: (24) WS3 WOOD SCREWS) HD1B 6645 TDX 10 5110 (U 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC., (3) 3/4' STUD BOLTS TO WOOD CUSP: (4) 1/8' BOLTS) (n M15HA 356/1125 3415 5330 NFM35X12U 3165 1130 SIMPSON: (I) 3/4' A.TR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMU. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 6.15' EMBEDMENT) IN CMU. FACE, (W104 TO BEAM USP: (U 12' J-BOLT W/ MINIMUM 6: EMBED, 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. 14) i'jo LLI U' HUSC412 (WOOD) 3635 2660 (FLR) HUS4121F 3060 2530 (FLR) (10) 16d TO HEADER, (10) 16d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3225 (ROOF) QHUC410 (CMU) 1810 5085 HD410 IF 1505 3115 CIS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (IS) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD. = HUC210-2 (CMU) ISIO 5085 HD210-21F 1905 3115 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD HUC210-3 (CMU) 1810 4. HD11D-31F 1905 3115 (IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 101d TO WOOD: CUSP: (18) 1/4' x 3' W63 SCREWS, (10) 10d TO WOOD LGUM26-2-SDS 1 1430 5595 NO USP CONVERSION FOR SIMPSON LGUM26-2-SDS (4) 3/S' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SDS SCREWS TO WOOD HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. • WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CMll. WALL MUST BE FILLED SOLID w/ GROUT. •. 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. .. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE V LA 0 ATR • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / 14DG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-20W , 'HIGH WIND -RESISTANT CONSTRUCTION C-HWO9, AND ANCHORING 2 FASTENING SYSTEMS FOR CONCRETE ( MASONRY CATALOG C-SAS-2012. SOFFIT SHALL COMPLY WITH FBCR 5TH EDITION R703.1.3 SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 6 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 6-0' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8--0' UN.O. 4'-II I/Z' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 1 2 AT EACH END OF HEADER 3 Fl2 x 12 2 5YP) 1AW 05B NAIL (3)12d a 6'-8' O.G. TYP. 2x12 BM./HDR. I, HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: TRUSS TO MASONRY/CONCRETE SHALL BE META-16 FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO WOOD FRAMING SHALL BE MTS-12 3. TRU55 TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES m EA, END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. -1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF, COMPARTMENT PER 5TH ED- 2014 FBC RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL 6 SHEET D5 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS, A R C H I T E C T 3-1 Design Grou ln�. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abd'esigngroup.com AA S: 0003325 F ti Chi W 0 F a h W O F O 9L79DIV. a LOT: SILVERADO LO T 12 BLK 1 PROJECT 04128.001-12001 i[ODEL: 4EBB 1828- CALI" GARAGM 81IFMG: RIGHT PAGI CONNECTOR SCHEDULE 150 MPH EXP B .� DAM 11/02/16 SCALE: 1 /4"=1'- 0" skimm T 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V CUTLET 20 AMP aSx:.LLE POLE TT� TTTT�j I T�TT� I10V CUTLET VL 110V CUTLET IR CF CUTLET WNFED LANAI /yWI .IL/1 TO 8 NTCH �GFI IIpV CUTLET E-IPED WA FAIL CEILING NTER,PIER(T" * MTD. LIGHT LIVING ROOM RESISTANT TYPE, IN BE 22mvouTLET (+1 CONNECTIONWCONNECTIONINSTALLED, SIP ExTWATEWrImCCP GROIMDFAI2.T PROVIDE I WP• PRE -WIRED OWNER'S _ CPI CUner WE_ J-BOX FOR I GFI CLG FAN SUITE 1 OPT. FAN SWITCH SWITCH 3-WAY CPER i� PRE -WIRED l F' 4 SWITCH 4-WAY GER I j li � ` / CLG FAN DINING-1, I / WuL nO>rreD J ROOM', CEILMG LK=MT _5•-6' L I - - O\VP VAPORPROLF I�-1�---,("�C(�I I S/COI \ RECESSED CON \ _ - _- FRE T.PA SWITCH OUTLET'--- 1 - VENT. FAN ISM PERSQ Fr. IN DW _ GFI� _ - - - __ _ - - l CaFI I III �Y I CiTI PER 36 Fi. 0. � J I . �- Yi % Ij BATH �`1 (SPECS T9D 6Y �'r-� J — L. / . nul _ _ W.I.C. \ A x2 2-auLe IMEAP OPT.', f�.� / I FLuoIVESTENT DW GFI )_ _ rR,uoREacnn SINK I HI KITCHEN4. mw f' TRAOG LkiHT \ \ RANGE O PANEL GFI GFI - C LLLIII��� p /Y MERE METER0 g,! BDRM. #4/ \ -7 OS.D. V—S DETECTOR eaue. a - DEN �°TI�_jl � \ � �I HOOD WIRE W/ I OUTLET FOR parr. amc-uP uv - - aaRecNna+anDE FUTURE MICRO I / I D. PRE -WIRED i ® gKp erlacE DETECOR 3 s/ O 0 �.� , DISTANCE j l_ -� ,� CLG FAN Ba p NOT LETHEN f• (—' BDRM. PENDANT L*Hi PRE -WIRED AI Q� I� CUTLET CLG FAN ► TELEPHONE JAOC WATER HEATER I S(TX•'T' I PB. FOR GF1844' .-. �/ 1WLR - --{{- DIBCOMRCT TO EfE ELEVATED �/ I \ I -.- — _. --I AFF. `\ J GARAGE A( AIR CONDITIONWG - I DOOR DISCOMIECT N. TELEVISIO+JAcx 6/CO ® \ BOLLARD -- COND. �\ I \ AS REQ. CEILING nox RE-M ( _ _ \ PER BLOC. ae SUProRTED IN WALL MOUNTED 0 J J-Eox ACCORDANCE.WX \ CODE - --------- naRCED N 80Gi FOR \ LIGHT W/SWITCH IN BATH # I \ ATTIC Jol MILLM EbSUp X R AIM I \ CEILRY FANA.K=IfI ACCORDANCE UV n0X / \ -..- MARLED Aa 80CH FOR -- � GF CLG. METER ❑ / O KEYLESS OUTLET Z FIELD KP oPr. sEaRlrY _ / FIXTURE Q - VERIFY BDRM-#2 / FOYER n Loc. Pn. PuaH-EurrCN rCR CHII�a IRRIGATION OUTLET a use PoleT y-.L i I II 48 AFR T PRE --WIRED L.--1-- _I ENTR GFI i. LOCATION OF TV JACKS A PHONE OUTLETS 4 CLG FAN - _- GARAGE FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. l ALL RECEPTACLES IN ALL HABITABLE Wp ROOMS TO BE ARC FAULT PROTECTED PER EDITION (2014). P.B. FOR ELECTRICAL PROVISIONS OF FBCR 5TH 1 � -CHIMES DEDICATED IT _T GFI0N(NOKCIRCUIT) D DISCONNECT TO BE T P� I--- - 1-- -I IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTEWITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR STH 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 FBGR5TN ED (2014). ELECTRICAL PLAN tl ALL RECEPTACLES TO BE TAMPER- 1 RESISTANT TYPE ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCRaTJ-I. EDS2014). LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CCDE VV HOUSE PLAN: MODEL "'CALI" LOAD INFORMATION VA 1828 SQ FT GENERAL LIOHTWG X 3 VA PER SQ FT 5f8A 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA 9000 - 1 LAUNDRY CIRCUIT 1500 I RANGE AT NAME PLATE RATING OR COOITIOP/OVEN 12000 I WATER HEATER I DISHWASHER CLOTH® DRYER ♦500 1200 5000 _ _.__ 1 D19Po3AL 600 1 MICROWAVE 1500 1 REFRIGERATOR 1200 SUBTOTAL OF GENERAL LOAD W884 PRT3T 10 EVA OF OE-- WAD AT 3001L ]0000 REMAWDER OF GENERAL WAD AT 40% 28524 VA x .f 10354 TOTAL ME, cEWRRAL LOAD 20=4 3.5 TON HEAT PUMP (W/ 5KW EMERGENCY HEAT STRIP) 21 AMP x 2 O VM — TON COOLING SYSTEM lo AMP 2 O Q500RET JA• GENERAL W20354 NET8800 TOTAL WAD 2 4 CALCULATED LOAD FOR SERVICE 22054-/240 — I25 wHE 150 AMP SERVICE -WORST CARE SCENARIO - HN:HES'! HVAC WAD USED FOR CAWULATIONS.- NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14253 VA 3000 VA a 100%, REMAINDER a 35% NET LOAD: 6,S413 VA RANGE: 12000 0 10% 15,400 VA DRYER: 5,000 a -10% 3500 VA TOTAL 1804E VA NEUTRAL AMPACITY: 18,48E / 240 = 18 A -2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3 -1 CU, I % CU GND 2" CONDUIT OR PROVIDE 3 -2/0 AL, 1 -4 AL GND IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN I PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH PANEL EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS MCB NOTED OTHERWISE. POWER COMPA TRANSFORMER L, 7r7� PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 PI 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 I I CABLE TELEVISION ENTRANCE TII ITII SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 14 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/5" DIA X 6 FT LONG COPPER CLAD GROUND ROD �I A R C H I T E C T S Design Gr LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngmup.mm kh AA #: 0003325 w ti kl y. O 4 Cal w O O SVHDIV. dt X,07 SILVERADO LOT 12 BLK 1 PROJEC 04128.00 -12001 MODELe 4EBB "1828-CALI" GARAGE SNr MG: RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B ARCHrrECT STATE OF FLORDA P = D11/02/16 SCALE: 1 /4"= V - 0" alamw 5 HVAC NOTES L ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MPG. 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 4 MASTIC. AND INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL I81 CLASS 1 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 57H EDITION (2014) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 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. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL, FANTECH DBF 110 DRYER BOOSTER CAPACITY 6O LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O OI EXTERIOR WALL PLENUM AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR HANDLER I W EXTERIOR WALL r� y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY L O y PVC SLEEVE TO LINES BELOW SLAB _ T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT _ TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 3012.1.1 HVAC DRAINS SCORIAT£D NICKEL FIN. FLOOR BRONZE FL. PL, OR WALL BRASS PLUG -- __ � �—FITTING OR EXTENSION TO SOIL OR WASTE AS _ REQUIRED — WADE 6240-K JOSAM 56000 INSIDE ! I SERIES NICKEL BRASS TOP CAULK 1 I P.V.0 OPTI/SPEC Y III INV. SEE_, —------— `(SITE PLAN FLOOR SLAB CLEAN —OUT (TYPN ) LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE= SUPPLY TRUNK --- BROKEN LINE= RETURN TRUNK 1 BALANCING DAMPER OR OBD O CEILING EXHAUST FAN FMCEILING EXHAUST FAN d LIGHT O/A OUTSIDE AIR © THERMOSTAT ED PASS-THRU AIR GRILL SECURE STRAP TO GONG .CONDENSER W/ (2)-3/I6'XV TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4CONCRETE SLAB SECURE STRAP TO UNIT W1 (2) '8XI 1/4' SHT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD a 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG I _6" SEE SPEC. FIN. GRADE = q_ OR PAVING FITTING OR I EXTENSION TO SOIL OR WASTE AS REQUIRED I I i, — --_--- —_V , INV. SEE SI PLAN DEXT. GROUND CLEAN —OUT (TYPN ) TS FIRST FLOOR MECHANICAL PLAN PROGRESSIVE AIR SYSTEMS 05/20/14 �1) A R C R IT E C T S 6 Design Group"i!�. 41.N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w x r7 z F 4 0 F 0 4 w w SVHDIV. a IAT SILVERADO LOT 12 BLK 1 PROJEC 041270 -12001 monEL4 4EBB "1828-CALI" GARAGE 817MCk RIGHT PAGE: MECHANICAL PLAN 150 MPH EXP. B ARCHITECT -- STATE OF FLORIDA 1/61" ZA. ABOUCHAOR AR NO 93723 DR7EA11/02/16 SCALE: 1 /4"=1' - O S*Kw= 6 tD �A ReeaR VERncALLY uv ccT+c. PCtR ceu — _ - • SEE E4ER3Y CODE FOR'$ FOD NDL4Tk}I R-V41E8 TCXTDED FNBH L LL�I DECIDE P.T. BT. PLdre TO C01G YV In'%Im' NCNO¢ BOLT UV x' WaNER 8lClRE P.T. DT. PLAre TO ELb W/ Vl'0Im' ANCl10R DOLT YV }' wAslEle P.T. 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IEw. uU ET — ~ J � W W QJ 6-MIL AJLT (119 REBAIt VERTICALLY W/ GONG. _.._-_.. PODe CELL _ iI ENERGY CODE FOR NDLLdTION R-VdL1E5 M TExTUiED FNIOH f C - D• CNI , ILL m UELML�Cp'PAGIEE D CLEAN I 1 O ERMITE TIEATI E T DH4LL BE BOR3-CARE °, ) PlDAR 01 CHAaFD L01OiC! m .� e• GRADE ,' CONC. REw. W/ 616' WAMUAm 01V'1 , OJ MIL P0. ETHYLENE VAPOR _ BARTER QI WELL-COMP4CTED 0.EaN FRL reIMIR iREdmEM u.. L !!E Q ' FECE00 FJR 96D. IIDACtC FNIBN BOOR li� •• , IECEO$ FOR '. ,' C9NC. FEw. W/ b'Fb' WUJa1L W W OV 3,_X (I)9-CANT. !� v I/x• GYP.ILL. BD. ry £ 1 WOOD BADE m O �- �N H L FV7LY III— ,. n - ♦ -_.- -" • � _ __ DOR4 CAFE O D , U e• •' - 6- LPOLY ETHYLENE VA FILL YELL -COMPACTED CLEAN FLL 1ER81E a FILLV4PoR F�LLL�TMIL 1RIII SHALL eEEAN '[ LL' BORa'C•NE 1. 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(eLEEVED AN- M 80.1Dr \K ACCEPTABLe RETRStt) • I.OroRY 2- t REBAR ON CNNRO L NOT USED WA /� ./K /..^�T\GAS LINE THRU BLOCK 1`F / _WALL TION 1J aCALE•In'•I'-m' ' ' '^ ` 11==TR`SC�P.f� (U 9 111 VERTICALLY IN COYC. POIe CeLL ,.-. '.I I• � �/ 8EE ENETGT CODE FOR'19 FOR WEIILaTION R-VaLIlE6 e, CMII In' GYP. W.. BD. I WOOD BA$E I ' 4 - -.'- - FOR MOPECTIONMED 3 L, CI J f ° 0.EAT REOIIIED Y 1 .. FOR INSPECTION _1._�L b'F•' WAW IIIIA'1 _ _ •I, I I• d °V ON 6•MIL POLY EMYLENE VAPOR E j e. BARlRR dJ WELL-CONIPAOTED CLEAN . C FILL relenre ­T—IBE m SPA -CARE Y TIE V@RTICAL REBAR TIE VERTICAL REBAR (U 5 REBAR BET N DIMPDLN HKM 9tRFNYTH EPDXY A. EMBED. 1,...iRK (x1:D -1 • 1-$TORT ' ° TO HORIZONTAL REDWDw--x-EE_ ° TO ZONTN. 6' PVC CHaOe 1T,T1 FOOT_ ,• COYC, REw. YV 61•' WAMIYAm ,WTINLOIB —"cl - � (1191EDAR AT CORERO W/xa'LAP NN _ n� MD ° VMdD BARTER CN - � • WEL4CQ'TAC'IE 11MMLL TI TERMITE EaTMPT ALL BE 1SH n, U ^ 12 BAFt NDHAY� HORIZONTAL/VERTICAL (-DTOeY HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH REINFORCING E •1n.F-' �1 BEARING CHANGE A OMITTED DOWELS �R1_REBAR LAP AT FOOTING C AT LINTEL CORNERS 1-STORY FOOTING D W BLOCK WALL �1 J��-` ALL EXTERIOR FOOTERS AT FINISH SCAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 ARCH IT ECTE-1 117.2. G 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 F W y w 0 w v O 4 U W G F Q Z � m BLJHDIV. & m- SILVERADO LO T 12 BLK 1 PROJECT 04128.00t-12001 MODRu 4EBB 111828- CALI" GARAGE BVFMG: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 50 MPH EXP. B DATE: 11/02/1. 8CAI,: 1 /4"=1 • - 0" 8*1ERT D1 SECURE 2x6 MIN. TO BLK W/ (2),V ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON NIG14 AT�N TH EPDXY 4' EMBED. J SECURE 2.4 ON @ —__--- — -- FLAT TO BLK W/ CUT NAILS. j SIDES, 2X6 GARAGE DOOR BUCK W/ (3) U$'X8' J-BOLTS 4• EMBEDMENT MIN. - W/ 2'X2'X16 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HIM IN JOINTS - _ PRIOR TO FILLING. 1-2X6 PT BLOCK • CENTER OF DOOR HEADER WRU)$'X8' J-BOLTS 4' EMBEDMENT W/ 2'X2'XV WASHER AND NUT -'^- -,a ,I y — --- IsHKHI�L' 1JVVtC 3 BUCK ATTACHMENT SCALE: V2'=1'-m' 2X4X4' SECURE TO TRUSS W/ 3-12d 6'-8. OC. MAX TYR 2X4 SECURE TO 2X4 BLK Wrz-12d SECURE TO BLK W/ META -IS 7 2'-0" EXTENSION ® OPT SERVICE DR. SCALE: 1/2'-1'-0' 2X4 SECURED TO GABLE END W/12)I2d•EA. UPRIGHT 2X4 SECURED TO I-2x4 BLOCKING EA EA. RAFTER L-30 RAFTER H25 EA RAFTER 2.4 RAFTER 24' OCR- , PRE-ENG TRUSSES W/TRUSS CONNECTOR VERIFY W/ FRAMING PLAN — DOUBLE TOP PLATE — CRIPPLE STUDS • Ib' OC. MAX — SIMPSCN LSTA-12 • EA. JACK STUD, BOTH SIDES OF OPENING. 2x STUDS • 16' OC. MAX W/ SHEATHING. SHEATHING TO N WITHIN I' OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE �— KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) J=(SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BI SECURED ONE PLY • A TIME USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' OC. STAGGERED SP4 OR H5 • TOP AND BOTTOM PLATES • EA FULL LENGTH STUD, BOTH SIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. SHEATHING MUST NOT j I- - - BREAK 1'-4' MIN. FROM 2ND TYP, EXTERIOR WINDOW/ DOOR FLR LINE. �1 FRAMED OVERHANG %OPENING WD FRAMED (W/FLOOR TRUSS) SCALE: 1/2'-1'-0' ,I.I�I■II�I, ll„ 1 II < Owl �;ey�N7=' ;� 'I.Ir'■I■I� �/ ��� FASTENER SCHEDULE ROOF DIAPHRAGM USE 1/I6' O.S.B. OR 1/2' COX PLY WITH'8 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND '8 RING SHANK GUN NAILS AT 6. OC, AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE '8 GUN NAILS • 4' OC. EXTERIOR SHEATHING USE 1/I6' OSB. OR 1/2' PLY WITH $ RING SNAK GUN NAILS AT 6' OC. AT PANEL SIDES AND 'S RING SHANK GW NAILS 4' O.C. TOP 4 BOTTOM PANEL AND B RING SHANK GUN NAILS AT 6' OC. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER NAIL REQUIREMENTS SIZE HEAD LENGTH DIA ITENSILE ST rj1 STICK BUILT WALL DETAIL i N.Ts. Bd ROUNDMODIFIE 2 3/8' .113 ITmpmm TOP CORD BLOCKING AT 4' OR T 1 OC. MAX IN FIRST 2 FRAMING SPACES AT EACH END. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL A550CIATICN RAFTER OR TRUSS I. m.113 INCH NOMINAL SHANK DIAMETER DIAMETER2. RIW3 ROOF SHEATHING INCH FULH NAM T 71 5. 2 INCH NAIL LENGTHIn 3 ROOF 5HEATHINGn LAYOUT AND ENDIUALL BRACING BUILDING LENGTH NOT USED FOR GABLE END FRAMING; SP8 • EA. STUD TOP 4 BOTTOM PRE-ENG TRUSSES W/TRJSS CONNECTOR UP TO Mmmm UPLIFT DOUBLE TOP PLATE SIMP' META-24 • EA JACK 2x8 STUDS • 16' O.C. MAX W/ SHEATHING, SHEATHING TO BE WITHIN I' OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE (2) STUDS, (2) JACKS • EA. SIDE OF OPENING JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 12.1 NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12OC. STAGGERED WINDOW SILL WA -RIPPLES 16, OC. I' DIA ANCI4OR BOLT AT Ib' O.C. MAX WITH l' EMBEDMENT AND 2' DIA. WASHER SIMPSON MSTAM-24 • EA. JACK, SECURED W/131 Y.' X I 3/4' TAPCONS TO CMU WMIK 2' COVER 4 2' APART 2X5 P.T. BOTTOM PLATE 4WINDOW OPENING -2—STORY WALL RANG SutwK GlN IA- . a• OL. Q li • TYP. EXT. SHEATHING ATTACHMENT FOR WALL SHEATHING (OSB TO BE STRUCTURAL GRADE) NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (0515. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT • OPENINGS j- TRUSS MTS-12 l/I6' 0535, 2X4 STM. PLATE 2X4 DBL. TOP PLATE 2X4 STUD 16' OC. l/Ib' OSB. 1/2' AS. W/ MIN. I' EMBEDMENT LOCATE 6'-8' FROM ENDS AND 32' O.C. MAX, TEXTURED FINISH MTS-12 META-16 32' OC. MAX, 8' CMU WALL PRE-EI-K_INEERED TRUSS KNEE WALL DETAIL 2 TO BLOCK sCALE:Irz•.r-m• A SECURE 2. TO BLOCK W/ (2) a' TAPCONS OR DRIVE PIN (MIN SHANK 91ZE .145) - (MIN EMBED. I }') RacaBT L -I WITHIN 8' OF EACH END AND 10' OC. MAX -' SPACING. a' 0.523. SHEATHING OR 'F Ra.,;No�FwNe uP Toe m - -- I' COX PLYWOOD 2.4 BLOCKS 1 __ 1 ICMU WALL C'8 RING SHAW CAN NAILS • 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OBB. TO BE STRUCTURAL GRADE) '8 V DECK SCREWS • 6'-8' D.C. MAX • EDGES 4 12' OC. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T46 SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS WINDOW FRAME A SECTION SCALE: I/!' • I'-m' PRE-ENG. TRUSS a, DBL. 2X TOP PLATE 2X BLOCKING TOP OF r T/16' OSB, 2X STUDS 16' OC. MAX. 2X BTI"I. PLATE 3/4' FLOOR DECKING i PRE- ENGINEERED @ FLOOR TRUSS -ml 2X4 • TOP 4 BO]z TTOM CONT. —'I: HETA-16 q BLK WALL e �J Oj CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK. W/ 1/4• GAP FROM BLK TO OSB. HORIZPAT ERIMETER R OF OSB. TO PROVIDETAL 2X SPF. STRUCTURALCONTCNAIBLOKIILL PATTERN O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. O SHEATHING • TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW Q INSTALL ALL SHEETS WiFACE GRAIN PARALLEL TO STUDS EXT, WALL SHEATHING 9 SCALE: Irz'•I'-m' A R C N I T E C T 8 5 DesO..2c. Grou 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407.7744078 www.abdesigngroup.com AA #: 0003325 [: h W 0 U h 2 F 4 v y O F Q 0 U ti m al-Tmiv. ae 7401`. SILVERADO LOT 12 BLK 1 PROJH:C 04128.00 —12001 HODEIs 4EBB "1828—CALI" -GARAGE SWING: RIGHT PAGE: MIS-. DETAILS 150 MPH EXP. B DA11/02/16 SCALE: 1 /4"=1' - O" SHEET D 22 FIBERGLASS SHINGLES OVER •30 FELT PAPER INSTALLED PER FBCR R90521 ON I6' O.S.B. SHEATHING OR �' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY w Z0 3EE ENERGY CODE FORMS :OR INSULATION R-vALUES ' GYPSUM BOARD OR }' HIG ,TRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK W/ 1) "5 REBAR CONTINUOUS 'RECAST LINTEL iEE ENERGY CODE FORMS OR INSULATION R-VALUES 11NDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 16' O.G. 8' CMU I/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4' =1' -0' 1116' O.S.B. OR ¢' CDX TYVEK BUILDING WRAP FORTIFIBER BLDG PAF GALV'D MTL. LATH 1/8' TEXTURED FINISH ® WOOD 3/6' TO %' MID WALL WEEP SCREED Z a � J -8' CMU -5/8' TEXTURED FINISH 6 MASONRY WEEP SCREED DETAIL CC WOOD TO 2 LuV 5 r- l u"`4 SCALE: 1 1/2' = V- 0' a' CMU )'DRYWALL FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R90521 ON J' O.S.B. SHEATHING OR 2 CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL- DRIP EDGE 2x4 OR 2x6 SUB -SAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION.) Ib O.S.B. SHEATHING OR CD X PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BR/ IS PRESENT PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE -m' W/ (2) 12d's is EACH TRU55 TYFI, TO BE INSTALLED o MID. o a. POINT OF TRUSS SPAN, OR 10'-0' O.G. MAX. SECURE GABLE TO 2x6 P.T,_f PLATE W/ 12d's 8' O,G, MAX 4 SECURE 2x& PT. PLATE TO I, BLK W/ j'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' _ EMBED. MIN. -m 32' OC MAX. %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MA50NRY ❑I 3:: v zo I'X4' OR I'X2' P,T, NAILER P.T. ORE MIN, SECURE TW THRI FRAME 4 EXTEND I E INTO BLOCK W/ Y' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE 145 MIN HEAD 912E 300 a MIN EMBEDMENT I-V WITHIN V OF EACH END 4 1. OC. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB lDO NOT EXCEED).') DOOR JAMB TO BLOCK +3/4 OR +5/4 A WINDOW TO BLOCK +3 4 OR +5 4 SCALE: I'•I'•0' 2X4: CM SECURE TO BLOCK W/ �6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 MIN EMBEDMENT I Y') WITHIN 8' OF EACH END 4 IV D.C. MAX SPACING. 2X6: SECURE TO BLOCK W/2-% OR DRIVE PIN DRIVE (MIN SWS (MIN. SHANK SIZE .146 ❑ MIN. HEAD SIZE -100 MIN. EMBEDMENT IYJ WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING, ' 8CMU ® WALL 1$' DRYECURE SECURE TORBLOCK DRIVE PIN S OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER eMIK SH (MIN. SHANK SIZE 145 DOOR CASING MIN. HEAD SIZE -0m DOOR JAMB OR WINDOW MIN. EMBEDMENT 1 Y.') ATTACH TO 2X PER WITHIN 8' OF EACH END 1 B' OC. MAX SPACING. MANFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +1-1/2" B WINDOW TO BLOCK + 1-11 2" SCALE: F.P.. 1—STORY GABLE BLOCK WALL fly SCALE: 3/4'=1'-O' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK I (1) "5 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS Im Iro' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES - OVER *30 FELT PAPER INSTALLED PER FBCR R905.2.1 ON �' O.SB- SHEATHIN6 OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE- 2x4 OR 2x6 SUB -BAND - PER ELEVATIONS VENTED ALUM. SOFFIT - STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED EN6. FOR SIZE 4 CONDITION.)- 16 0.5.5- SHEATHING OR }- CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 -I/V THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALv'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8' O.C. MAX SECURE 2x& PT. PLATE TO BLK W/ 2'x9' ANCHOR BOLT W/ 2' WASHER SET IN 51MP5ON HIGH STRENGTH EPDXY 1' EMBED. MIN. o 32' OC MAX. %" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE-ENG GABLE TRUSS ' CONT. 2x4 RAT RUN SECURED W/ (2) 12d's 0 EACH TRUSS -m, TO BE INSTALLED e MID. POINT OF TYP, TRUSS SPAN, OR 10-0' O.C- MAX. SEE ENERGY CODE FORMS FOR INSULATION R-vALUES j' GYPSUM BOARD OR 7 HIGH STRENGTH CLG. BOARD 2x4 NAILER 2x4 aT 24' O.G. 6T INTERIOR KNEE WALL CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS DIRECTLY TO MASONRY \ Zall ki 0 1—STORY GABLE W/ VAULT CLG. BLOCK WALL 11J SCALE: 3/4'=1'-0' PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS 6 16' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE NOTE: PER FBGR 90521 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE Iv, OR ASTM D b151 2X4: ® 2X4: ® 2X4: CEO SECURE TO BLOCK W/ V.• TAPCONS OR DRIVE PIN SECURE TO BLOCK W/ A(+' TAPCONS OR DRIVE PIN SECURE TO BLOCK Wb1' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 (MIN. SHANK SIZE J45 (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN, HEAD SIZE 300 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y") MIN. EMBEDMENT I Y') MIN EMBEDMENT I Y') WITHIN 8. OF EACH END 4 WITHIN 8' CF EACH END 4 WITHIN 8' OF EACH END 4 IS' OC. MAX SPACING, ID OC. MAX SPACING, IS' or. MAX SPACING. 2X6: ® SECURE TO BLOCK W/2-j(' TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 1 SECURED 2X6: ® SEGIRE TO BLOCK W/2-11' TAPCCNS CR DRIVE PIN ❑ NOTE: STRUCTURAL 2X MUST 2X6: ® SECURE TO BLOCK W/I-I/4' TAPCONS OR DRIVE PIN ❑ (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL (MIN. SHANK SIZE J45 BE ON OUTSIDE + SECURED (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 'Yy' TAPCON MIN. I-V MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN HEAD SIZE 300 MIN. EMBEDMENT I V) EMBEDMENT INTO BLOCK, MIN. EMBEDMENT I)/') j(' TAF--M MIN I-V MIN. EMBEDMENT Y'1 WITHIN 8' OF EACH END 4 Qyu WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK WITHIN 8. OF EACH END 4 IS' OC. MAX SPACING. J5' DRYWALL r�V IS' O.C. MAX SPACWC a, CMU 1V O,C. MAX SPACING. 2X8: ® I'X4' OR 1'X2' P.T. NAILER 2X8: ® DRYWALL 2X8: CEM SECUF£ TO BLOCK WPN TAPCONS OR DRIVE PIN J(s' 03B. X 4' HM�L SECURE TO BLOCK W2- OR DRIVE PIN TAIN. I' I'X4' OR I'k2' P.T. NAILER SECURE TO BLOCK I -IN 4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 DOOR CA5MG SH (MIN. SHANK SIZE .145 DOOR CASING (MIN. SHANK SIZE J45 MIN, HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. HEAD SIZE Jl00 DOOR JAMB OR WRHDOU MIN. HEAD SIZE 300 ATTACH TO ZX PER yl ATTACH TO 2X PER MIR EMBEDMENT ENACNyEND WITHIEMEiEDNIENT H END 1 IS' O.C. MAX SPACING, MAN -FACTURES DETAILS. MTHINHEOF EEACH END 4 B' OC. MAX SPACING. MANUFACTURES DETAILS. WITHIN + IV O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUNK JAMB (DO NOT EXCEED Ys') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" SCALE: 1'•1'-0' 2X4: CRI SECURE TO BLOCK W/ 1' TAPCONS OR DRIVE PIN (MIN, SHANK SIZE 345 MIN, HEAD SIZE '00 MIN. EMBEDMENT I Y'7 WITHIN 8' OF EACH END / IV O.C. MAX SPACING. 2X6: SECURE TO NOTE: STRUCTURAL 2X MST TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 5EQIRED (MIN. SHANK SIZE J45 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 W,' TAPCON MIN. 1-V MIN. EMBEDMENT 10 EMBEDMENT INTO BLOCK WITHIN 8. OF EACH END 4 a' CMIJ IS' OG. MAX SPACING. Y DRYWALL 2X8: CM I'' X4' OR I'W' P.T. NAILER SECURE TO BLOCK W/2-Gi(' TAPCONS OR DRIVE PIN I' P.T. X 4' MIN. (MIN. SHAW SIZE J45 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I W) ATTACH TO 2X PER WITHIN 8' OF EACH END + B• O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUNK JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +2 1/4" D WINDOW TO BLOCK +2 1/4" L SCALE: I'.I'-0' NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T L SCALE: 1'•1'-0' 2X4: CEO SECURE TO BLOCK W/ 34' TAPOONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y WITHIN 8' EN ACX EH END < NOTE: STRUCTURAL 2X MUST IV O.G. MAX SPACING. BE O4 OUTSIDE 1 SECURED TW THROUGH NON-STRUCTURAL 2X6: ®' TAPCON MIN..i-YI-Y' .' SECURE TO BLOCK W/2;I34' EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN (MIN. SWANK SIZE J45 8' CMU MIN. HEAD SIZE 300 J' DRYWALL MIN EMBEDMENT 1 Y'1 WITHIN a' OF EACH END 4 I'X4' OR 1'XV P.T. NAILER IV OC. MAX SPACING, 21,10 2X SECURE TO 2X8: ® STRUCTURAL MEMBER WK2)12d SECURE TO BLOCK W/J-%' WITHIN 8' OF EACH END + 6' TAPCONS OR DRIVE PIN TO 8' Or- MAX (MIN SHANK SIZE J45 DOOR CASING MIN. 14EAD SIZE -100 M. EMBEDMENTgiiACH DOOR JAMB OR WINDOW WITHIN 8' OF EACH END + TO 2X PER Is, O.G. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +3" SCALE: I'.I'-0' NOTE: STRUCTURAL 2X MUST Be ON OUTSIDE 4 SECURED THROUGH NON-5TRUCTUURAL V TAPCON MIN. I-V EMBEDMENT INTO BLOCK 8' CNN If' DRYWALL I'X4' OR I'JCJ' P.T. NAILER V OSB. X 4' MIN. DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANJFACTURE5 DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7 16" SDALE: I'.I'-0' 2X4: SECURE TO BLOCK WA:' TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT I Y4•) WITHIN 8' OF EACH END 4 18' OL. MAX SPACING. 2X6: CEM SECURE TO BLOCK W/1.1/4' TAPCONS OR DRIVE PIN NO STRUCTURAL 2X MUST (MIN. SHANK SIZE .145 BE ON OUTSIDE 4 SECURED MIN, HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN, EMBEDMENT Y'1 i(.' TAPCON MIN 1-Y.' WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOCK. IS, OC- MAX SPACING, 8' OI'1U 2XS: ® JS' DRYWALL SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER (MIN SHANK SIZE .145 1' P.T. X 4' MIN MIN HEAD SIZE 300 DOOR CASING MIN EMBEDMENT 1 Y') WITHIN 8' OF EACH END 4 DOOR JAMB OR WINDOW IS' OC. MAX SPACING. ATTACH TO 2X PER MANFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y•) DOOR JAMB TO BLOCK +3 3/4" LT WINDOW TO BLOCK +3 3 4" SCALE: A Y r Y IT F r T 4 Design Grou .nc. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAK 407-774-4078 www,a bdesigngroup,com AA #: 0003325 w m w y 2 a 0 0 w i m 9VHDIV. Z LOT. SILVERADO LOT 12 BLK 1 PROJEC 04128.00 —12001 MODEL 4EBB "1828— CALI" GARAGE S'WMG: RIGHT PAGE: MONOLITHIC 1—STORY WALL SECTIONS & NOTES %150 MPH EXP. B ARCHITECT: STATE OF FLORIDA N F 11/02/16 1/4"=1'-0"T FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RS052.'I ON 1,' O.S.B. SHEATHING OR %' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 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 JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. ® TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED _ (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY FIRST FLOOR BLOCK SECOND 1 FLOOR FRAME SCALE: 3/4' = I'-O' 2x STUDS o 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS SIMPSON HETA-16 EMBED. STRAP s 32' O.C. MAX VERIFY W/TRUSS PLAN ' GYPSUM BOARD OR 2' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' GYPSUM BOARD OR J' HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS g 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1)05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1)'5 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS s 16' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R905.21 ON a' O.S.S. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ 8'x6' THRU-BOLTS is 32' O.G. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 8' O.C. MAX OR SECURE GABLE TO DEL TOP PLATE W/ SIMPSON HTC4 9 24' O.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS aw O.S.B. SHEATHING OR I' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 -1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALv'D METAL LATH ON FORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. -a TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN 5/e THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND 1A FLOOR FRAME SCALE: jb O.S.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 116' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX Sal GRADE 'D' PAPER OVER TYVEK ' BUILDING WRAP (REFER TO j STUCCO SPECS FOR COMPLETE INFORMATION) 2x4 CONT. w TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED - (SEE DETAIL 2/D3) EMBED. STRAP VERIFY V4L__ W/ TRUSS PLAN 5/8' THICK, 3 COAT PORTLAND r CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FLOOR CONNECTION AT PARALLEL/ (�TERPE�NDICULAR PRE-ENG FLOOR TRUSS SCALE: 3/4' = I' -O' 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's 9 EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS 9 16' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1)05 REBAR CONTINUOUS PRECAST LINTEL 1 WINDOW ATTACHMENT AS PER MANUFACTURER I SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS e 16' O.G. i 8' CMU 1/2' GYP. WL. BD. WOOD BASE 2x STUDS 9 Iro' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUES 4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS 1' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1)'5 REBAR CONTINUOUS 3/4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 FASTEN 2X4 RIBBON (P.T. 9 CMU) W/ (3) 12d NAILS 9 EACH TRUSS PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) CONC. FILLED LINTEL BLK W/ (U 05 REBAR CONTINUOUS RIBBON ��FASTENING DETAIL 1i SCALE: 3/4'-1'-0' FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R-3052.1 ON 16' O.S.B. SHEATHING OR 2' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 1,000" UPLIFT CONNECTOR 2x6 SYP "2 DEL TOP PLATE WALL SHEATHING 2x8 SYP 02 — WOOD STUDS AT 12' O.C. MAX 2x8 P.T. SYP 02 SOLE PLATE '5 REBAR ® 16' I r, O.C. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. SEE ENERGY CODE FORMS FOR INSULATION R-vALUES z I ILl �QI zQ N � V O zl ' s WALLe SECTION - L WOOD FRAME TO F, 6' NOTE: PER FBCR 5052.E - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II. ASTM D 4869 TYPE IV. OR ASTM D 6-15-1 SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD SIMPSON SP2 s EA, 2X6 STUD " DRY WALL }' DIA ANCHOR BOLT AT 16' O.C. MAX WITH T' EMBEDMENT AND 2' DIA. WASHER SIMPSON SPI b/ EA. 2X8 STUD (1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1)05 REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL Ix2 P.T. FURRING STRIPS a 16' O.C. 6' CMU 1/2' GYP. WL. BD. (1) 04 CONTINUOUS REBAR WOOD BASE "4 REBAR 40' LONG W/6' HOOK s 24' O.G., MIN. 24' IN SLAB 2'-0' (1`11N. IN SLAB) 4' CONC, REINF. W/ 6'x6' WIAXW1.40 WWM ON 6-MIL POLY ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE (3) #5 REBAR ON CHAIRS • O P V I T O E T A 6 Design Group -in.. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abde igngroup.mm AA 8: 0003325 w ti 0 4 0 0 m Bumm ai: LOT SILVERADO LOT 12 BLK i PROJECT# 04128.000-12001 mODEis 4EBB "1828-CALI" GARAGE S'WMG: RIGHT PAGE: MONOLITHIC 2-STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCHfTECT: STATE OF FLORDA Ul P 'M D11/02/16 BCAX 1/4"=l'-0" BlEm= D 4 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR Rw52,1 ON ib' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 16 0_5.5. SHEATHING OR 12' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/0' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. 9 TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT, 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/D3) - EMBED. STRAP VERIFY W/TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY FIRST FLOOR BLOCK SECOND rj_--�FLOOR FRAME 1 SCALE: 3/4'=1'-0' EE ENERGY CODE FORMS �)R INSULATION R-VALUES GYPSUM BOARD OR }' IGH STRENGTH CLG. SOARD WIST STRAP VERIFY W/ RUSS PLAN IINDOW ATTACHMENT AS 'ER MANUFACTURES PECIFICATIONS UNDOW SILL ?x STUDS 6 1&' O.G. MAX W/ NSUL., SEE ENERGY CODE 'ORMS FOR INSULATION R-VALUES I' T 4 G SUBFLOOR GLUED AND SCREWED AS PER 'ASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS., R' GYPSUM BOARD OR #' HIGH STRENGTH CLG, BOARD CONC. FILLED LINTEL BLK I (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS =0R INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U "S REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS g 16' O.G. 8' GMU 1/2' GYP. WL. BD, WOOD BASE OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON r' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ 8'xb' THRU-BOLTS @ 32' O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 6' O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 9 24' O.G. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 6 O.S.B. SHEATHING OR I' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUMBOTEX GRADE 'D' PAPER OVER TYvEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4" MIN, FROM 2ND FLR LINE 2x4 CONT. e TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BT. 2x4 IS FOR WALL SHEATHING NAILER) WEEP SCREED (SEE DETAIL 2/03) EMBED. STRAP VERIFY W/ TRUSS PLAN V 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' 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d'5 o EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS 9 16' O.G. MAX W/ IN5UL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) J' GYPSUM BOARD OR }° HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (U 05 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (U 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS a 16' O.C. S' CMU 1/2' GYP. ILL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RS052.1 ON 6' 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 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT If000" UPLIFT - CONNECTOR 2x8 SYP 02 — DBL TOP PLATE WALL SHEATHING 2x8 SYP 02 — WOOD STUDS AT 12' O.C. MAX 2x8 P.T. SYP 02 SOLE PLATE '5 REBAR im 1(o O.G. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES z w QI ,fi,nt N V WALL )d SECTION — _- WOOD FRAME TO ZB LOCK WALL m° SEE ENERGY CODE FORMS FOR INSULATION R-VALUES I' GYPSUM BOARD OR HIGH STRENGTH CLG, BOARD SIMPSON SP2 a EA. 2X8 STUD J' DRY WALL J' DIA ANCHOR BOLT AT 16' O.G. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMPSON SPI 0 EA. 2X8 STUD (U COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1) "5 REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS i PRECAST SILL I� Ix2 P.T. FURRING STRIPS 16' O.C. 8' CMU 1/2' GYP. WL. BD. (1)04 CONTINUOUS REBAR WOOD BASE "4 REBAR 48' LONG W/6' HOOK 6 24' O.C., MIN. 24' IN SLAB 2'-0" (MIN_ 1 IN SLAB) a 4' GONG, REINF. W/ 6'x6' WI.4XWI.40 N ON -MIL POLY WI6 4--� ETHYLENE VAPOR BARRIER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE 50RA-CARE � (3) *5 REBAR ON CHAIRS A R C R I T E C T E 6 Design Grou .2.. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngmup.mm AA #: 0003325 x y z F 4 0 F 0 � 2 d n m N s- 3 0 � e SLJBDIV. de LOT: SILVERADO LO T 12 BLK 1 Flw00 OUO-12001 MODEL& 4EBB "1828— CALI" GARAGE S'WMG: RIGHT PAGE: MONOLITHIC 2—STORY 1—HR WALL SECTIONS & NOTES %150 MPH EXP. B r- ARCHITECT: -I N DA 11/02/16 BCAL,: 1 /4"= l' - 0" 8HEET PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN MN SHANK SIZEJ45 MN HEAD SIZE 300 MN EMBEDMENT 1 1/4') e' FROM EACH END AND B' a' O.C. MAX. MN 1-1/4' EMBEDMENT �� 2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZEJ45 MIN HEAD SIZE 900 MN EMBEDMENT 1 1/4') 8'FRCM EACH END AND 19' OC. MAX. MN 1-1/4' EMBEDMENT 7 X 8 MN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MN SHAWL SIZEA45 MIN HEAD SIZE 300 2X4 SOLID BLOCKING MIN EMBEDMENT 1 I/4') SECURE TO SHEATHING W/ 8' FROM EACH END AND B' MIN. 2-12d PER BLIC EA. END OC MAX. MN 1.114' EMBEDMENT l/16' 09B SHEATHING CM WALL ARCHWAY DETAIL 1 16" AND UNDER 5CALE: IR'•I'-0' DBL. TOP PLATE 2X4 16' OC. MAX. SECURE 2X4 TO D W/1-12d • 6'-S' SECURE 2X4 W/ 2-i6' I I 11 TAPCONB OR DRIVE PIN MN $HANG SIZE J45 MN. HEAD SIZE 300 MR EDAr EE"TO Nor io ARCHWAY EXCEED IS' OC. MAX 2X4 SOLID BT. PLATE BLOCKING SECURE I2' PLYWOOD. TO SHEATHING WITH OR 1/16' 022B. MIN_ 2-12d PER MILK EA END EXTERIOR ARCHWAY v SCALE: 1/2'•I'-0' 14,; O.SB. OR 1(2' PLYWOOD D SHEATHING 1O. 0 -30 BLDG. FELT O 24' WIDE 26 GA GALVANIZED METAL FLAMING O MUST ADD DI910, 36' WIDE AND AND MUST BE A MIN 24- WIDE METAL. 0 FIBERGLASS SHINGLES TRUSS 91MP9C 1/2' CLG. BOARD / TEXT, SP4 e SIMPSdN SP4 2X4 DBL. TOP PLATE EVERY • EVERY 1/2' DRYWALL OTHER OTHER STUD 2X4 WOOD STUDS V.OL. STUD UNO. ON TRJ55 PLAN 2X4 CONT. STRESS BLOCKING MID -WALL ld 2X4 PT. PLATE 91MPBO 1141 f-12' OC. MAX /2'X9' AB. 32' OC. l' EMBEDMENT CONC. SLAB 2 S'e CONT" 1-STORY - 6 INT. BEARING WALL SCALE: I/2'.1'-0' NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT HAS CONNECTORS, DBL. TOP PLATE 2X4 16. O.C. MAX SEOIRE 2X4 W/ 2-%' TAPCONS OR DRIVE PIN (MIN. SHANC b1ZE .145 MN HEAD SIZE 300 MN EMBEDMENT I Y.' W/N e' EA. END NOT TO EXCEED IS' O.C. MAX 2X4 SOUL BLOCKING SECURE TO SHEATHING WITH MIN. 2-12d PER ELK EA. ENE PRECAST HEADER(MN) 2 X 4 (MIN 2 X 3) 1-3/16 TAPCON OR DRIVE PIN (MIN SHAWL SIZEJ45 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') e' FROM EACH END AND IS' OC. MAX. MN 1-1/4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2-3/16 TAFCON OR DRIVE PIN MIN SHANK SIZEJ45 MN HEAD SIZE 300, MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND IS- OC. MAX. MIN 1-I/4' EMBEDMENT 2 X S (MN 2 X 3) 2.3/16 TAPCCN OR DRIVE PIN IMIN 9HAAeC 91ZE.145 MIN HEAD SIZE 300 1/I6' OSB SHEATHING MIN EMBEDMENT 1 1/4') 2X4 I6' OC. MAX 8' FROM EACH END AND IS- (WHEN OVER 16' IN HEIGHT.) OC. MAX MN 1- 1/4' EMBEDMENT 2X4 SOLID BLOCKING — SECURE TO SHEATHING W/ MR 2-12d PER BLK EA END ARCHWAY DETAIL 4 16 AND UP SCALE• 1/2'.I'-0' /-��CLOSED VALLEY FLASHING DETAIL 'J ITS. DOUBLE TOP PLATE 2x4 CONTINOUS STRESS BLOCKING MID WALL 2.4 STUDS s 16' OC. MAX, UON. T I G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMP5ON META-36 a 32' OC. MAX PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE 2x4 CONTROU9 STRESS BLOCKING MID WALL 2.4S TUDS s 16' OC. MAX, v:uo,,L 1/2' GYP. ILL. W. SEUURE MT. PLATE TO SLAB W/ I'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY l' EMBED. MIN. SIMPSON SP4 • 32' OC. MAX / 7 \ INT. 2-STORY L.B.W. SCALE: 1/2'-F-0' PRE -ENS TRISSE9 OR CCNV. FRAMED RAFTERS a' OBB. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCIURE BETWEEN TRUSS BAYS W/ (3112d'> EACH END 2. DOUBLE TOP PLATE STUDS s Ib' O.C. MTS-12 • EVER STUD 2X4 BT. PLATE DORMER ATTACHMENT 8 SCALE: 05L. TOP PLATE SECURE 2 X RIP TO FIT W/2-12d9 6'-8' OC. MAX 1/8' TEXTURED FINISH lAb' 096 SHEATHING 2 X 4 16' OL. MAX. lLLHEN OVER 16' IN FIIEGHTJ 2 X 4 (WHEN OVER 16' IN HIEGHTJ 114' TEMPERED MASONITE GLUE + NAIL W/8d'S 8'-12' OC. F NEEDED. 2 X SOLID BLK'G a ARCH SECURE W/2-12d EACH END ATTACHMENT PER MANUFACTURER'S SPECS, MTL W.DW FRAME 440TE: NO GAP a WOW FRN"E TO EXCEED 114' ARCHWAY DETAIL CUTAWAY Ly SCALE: IR'.I'-0' 2 X 4 (MIN 2 X 3) 1-3/I6 TAPCCN OR DRIVE PIN MIN SHANK SIZE145 MIN HEAD SIZE -100 MIN EMBEDMENT 1 1/49 8' FROM EACH END AND IS' EXISTING BLK ABV. OC. MAX. MIN 1-1/4' EMBEDMENT 114' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3/16 TAPCCN 1/8' TEXTURED FINISH OR DRIVE PIN (MIN 9HANC SIZE.145 MN HEAD SIZE 300 1/16' OSS SHEATHING MIN EMBEDMENT 1 1/4') 8' PROM EACH END AND 18' 2 X 4 16' O.G. MAX. (WHEN OVER WV IN HEIGHT.) O.C. MAX. MIN 14/4' EMBEDMENT 2 X 4 (WHEN OVER 16' 2 X 6 (MN 2 X 3) 2-.SA6 TAF=CON 16, IN HEIGHT) OR DRIVE PIN (MIN SHAWL SIZEJ45 MIN HEAD SIZE 300 MIN EMBEDMENT 1/4') 2 X SOLID BLK'G ARCH SECURE W/1.12d EACH END 8'PROM EACH END AND B' ATTACHMENT PER OC. MAX. MIN 1-114' EMBEDMENT MANUFACTURER'S SPEC'$. MTL WOW FRAME 1/4' TEMPERED MA^ BITE NO GAP • WDW FRAME GLUE 1 NAIL W/8d'S e'-12' OC. TO EXCEED 1/4- IF NEEDED. ARCHWAY DETAIL %1 CUTAWAY $GALE: I/1'•I'-0' ASPHALT SHINGLES OVER 30 FELT ON 1/Ib' 0.5B. PRE -ENS GABLE TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE I CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT CONT. 1,4 SPF FIAT,RUN ' SECURED W/ (2112d'e • EACH TRUSS 0) 2x4 2 S.YP. DIAGONAL BRACE W/ (3) 126's • EACH TRU99 (DINsONAL X-BRACING TO COVER 5-TRUSSES I j' GYPSUM BOARD OR J}' HIGH STRENGTH CLG. NOTE: BOARD DIAGONAL BRACE s CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE ! ANY SPAN B'-0' OR GRATER REFER TO TRUSS ENS. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0' (1) X-BRACE 30'-1' TO 60'-0' (3) X-BRACE (V X-BRACE ! CENTER AND (2l BRACE DIVIDED EOUALY FROM CENTER TO END %1 GABLE X-BRACING SCALE: I!G'.1'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN (3) 12d NAILS OR MIN. (4) 1Cd GUN NAILS Ix(. COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIK (4) Wd GUN NAILS 2x RAFTERS Ix8 NAILER SECURE TO TRUSSES BELOW W/ 11) 12d NAILS OR (3) I0d GUN NAILS ! EA TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP ROOF DECKING OVER PRE-ENG TRUSSES PRIM-ENG. TRUSS CONV. FRAMED ROOF SCALE: 122'.It 0'-0' TO 30'-0' (1) 'X' BRACE 30'-1' TO 60-0' (3) 'X' BRACE (1 'X' BRACE • CENTER) (2 'X' BRACE DIVIDED EGUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER 30 FELT ON 1/16' 0.Sm. (2) 2X4 2 SYP DIAGONAIL BRACE — W/ 3-12d • EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING WHERE 'X' BF 19 PRESENT (2) 10d NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE / CONNECTION) 1/16' OSB SHEATHING — USE 9d NAILS AT 4' oc. EDGE / 6' oc. FIELD 2X4 W/ 31V X 5 LAG !32' OC. OR 91MP9ON MSTA-24 s 32' O.C. SHEATHING NAILING TO BE 6'-e' OC. IN FIELD 4' 0C..ALL EDGES W/9d NAILS TRUSS 24' oc. 1/2' CLG. BOARD NAIL CONT. RAT RUN TO TR15S W/ (2) 12d • EA TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. DBL TOP PLATE 2X4 STUD 16' O.C. MAX. 11�2-STORY GABLE END CROSS BRACING SCALE: " 1115 UPLIFT 511MPSOM HT8MT20 W/10 10d TO TRUSS AND (4) I/4' z 2 1/4' TAP TO CONT POURED LINTEL • 2350 UPLIFT (2) SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 114' x 2 114' TAPCON9 TO CONT -POURED LINTEL -ENS TRJ88 TAP CONS MIN. 2' COVER 2' APART 12 TRUSS ANCHOR RETROFIT N.T.S. ,2 7- FINISH 6 LANDING y: 3/4' PLYWOOD F.F. DBL 2X6 36" MiN. F!NiSI-I 1 3/4" PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED THRRIN 3/Z PLYWOOD INTO FINISH B LANDING— ANDING EACH STRINGER 3/4' PLYWOOD F.F. , 3-2x12 SYP STRINGER DBL 2XI2 REINFORCED W/2X4 SPF�LOOR JOIST W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL-400 OR SIMILAR o EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3n 3' SCREWS ® EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) MIN. TREAD 10', MAX. RISER 1-3/4' 3/16' MAX. VARIATION IN RISERS/TREADS ADJACENT TO EACH OTHER 3/8' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' .-1/4' OR PROVIDE EQUIVALENT GRASPAB I L I TY WINDERS- MIN. 6' WIDE A NARROW END MIN. II' WIDTH m 12' FROM NARROW END 34' MIN. HANDRAIL HGT. LESS THAN 4' TYP. 2X12 TREAD ETWEEN SPINDLES CUT TO FIT IX8 RISER 1m"- HAND RAIL 1/2 DRYWALLS IXIO TRIM— (3) 10d CUT NAILS 6 2X4 P.T. X SLEEPER INTO SLAB 3 STAIR SECTION DETAILS SCALE: 3/4' - P O' • O r Y I T! 1� T! Design Grou ill. 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 All F W h w 0 c, 0 4 chi y C F O Z d F W d 0 O aysnsv ae LOT SILVERADO LOT 12 BLK 1 PltOJMCT 04128.001-12001 ]IIODEIs 4EBB 1828— CALI" GAP —ADM 81►ING: RIGHT PAGS: MISC. DETAILS 150 MPH EXP. B ARCHITECT-- DA 11/02/16 DCAL k 1/4"=f-0" 8IiffiET R 5 PRODUCT APPROVAL LISTING FL 10446-114 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 104S6-R3 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17236-112 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17244-R1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 17244 FL 6223-112 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR FL 7473-116 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR FL 12019-115 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR FL 14039-112 PLYGEM SINGLE HUNG - 2014 FBCR FL 14634-112 PLYGEM SLIDING GLASS DOOR - 2014 FBCR FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR FL 14253-113 PLYGEM FIXED GLASS - 2014 FBCR FL 1S217-114 MI WINDOWS & DOORS SINGLE HUNG - 2014 FBCR FL 13349-114 MI WINDOWS & DOORS SLIDING GLASS DOOR - 2014 FBCR FL 15333-112 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR FL 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 15279-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR FL 5891-115 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR FL 10758-116 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR FL 10477-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13192-114 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13223-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR FL 13265-112 FL 4103-118 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @ WW W.FLORIDABUILDING.ORG CONTROL DATE: 05-19-16 ARC R IT ECTE1 6 Des0.2. Grou 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.o AA B: 0003325 w y w 0 c F 0 NJ, sT imm a. Mr'.' SILVERADO LOT 12 BLK 1 0�41 82 00t-12001 moaau 4EBB 1828— CALI" GARAGE SIWMG: RIGHT PAGE: PRODUCT APPROVAL LISTING 50 MPH EXP. B CC lim DA�7'L�. 11/02/16 SCALE: 1/4"=1'-0" SHEET D6 PREFORMED CONTROL JOINT-\ FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH • S' ®L. MAX (VERT.). NOTE; DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ W LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION FASTENERS TO BE SPACED-7 e T' Or_ MAX VERTICALLY / -H SHALL NOT \ CONTINUOUS :.OUCH CONTROL 'ITS BUT 514ALL STOPPED MID J AT EACH SIDE a' THICK, 3 COAT CEMENT PLASTER WRB LAYER -2, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED e1' (VERTJ OC. MAX AT SUPPORTS WRB LAYER 9, STUCCO WRAP WOOD SHEATHING :R ASTM C1063 \ PROVIDE 2X4 BLOCKING 0.1.4 - PLACED FLAT MAX. 6' TO 6' \ FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON JTE. :A5TENERS FOR LATH TO BE NAILS O\R / / STRUCTURAL STUD 'APLES IN COMPLIANCE W/ ASTM C1063 WIRE TIES TO BE (NO. 18) 00415' WIRE / BLOCKING OA 5HN MY BE IN ADDITIC/ \ WALL STUDS REQUIRED PER PLAN / \ / "M" TYPE CONTROL JOINT O1. Fp,D MJIIAIFD . PT. A ®FOLD OL FOLD wu.RD PT.A ), CIEAW • PT. D 3. CIff40E • PT. C i ® ®FOLD OL FOLD MWJ®• Pr. A 1. CREASE . M. D 3. CREASE • PT. C A, FOLD PT. C OVER PT. D TILL M. C TOUCIffe BOTTOM FLANGE • urx ; rr r° Earrp� FLANGE UWiER iKdiT wAL.:oLo, u¢x Do. a' THICK, 3 COAT CEMENT PLASTER URS LAYER -2, FORTIFIBER BUILDING PAPER WRB LAYER 9, STUCCO WRAP LAP CATERS 6 DURDNG WR.GP eOVERNAILING)p 6TOP was l�)s. . I k ADDVE 5x5 WALL 0.A6NHG DETAIL) RAWRp IeEE DlTAILI NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING MEMBRANE-- &'- VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE ENDS) 4 6- • HORIZONTAL LAPS. WRAP MATERIAL) OVER 4' WRAP. ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I' APPROVED HOUSE � WITH FORTIBER SHEATHING TAPE FLASHING TO EMEND ONTO PIPE / I' OR LESS PIPE- - --x, -b'xb' SELF -ADHERING MEMBRANE / \ PENETRATION FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4'a4- / \ SELF-ADHERIW. MEMBRANE FLASHING OVER APPROVED / r nix LaP . rlera� LaTu _ _ \ -i HOUSE WRAP. y(� FLASHING TO EXTEND ONTO PIPE X X X CUT AND OVERLAP ONE SIDE OF METAL LATH SELF -ADHERING MEMBRANE FLASHING — - -CUT AND OVERLAP ONE SIDE OF STEP �1 STEP "2 SELF- FLASHING. WRING MEMBRANE ;7t ER 9, I a' THICK, 3 COAT CEMENT RAP PLASTER ERB LAYER 9, __ e:..nirvR nP BELau orvLr / METAL LATH STUCCO WRAP --_ WRB LAYER 7, FORTIFIBER WRB LAYER 9, FORTIFIBER -- - - WBBRUu''BLLppLANGYEpR �, FORTIFIBER BUILDING PAPER BUILDING PAPER METALI LATH'o'�R WRB LAYER -1, 6'xb' SELF -ADHERING MEMBRANE STUC=0 WRAP �.. FLASHING OVER MEIN SELF -ADHERING MEMBRANE INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED WOOD SHEATHING STRAPS, STAPLES) AS _ — HOUSE WRAP. REQUIRED TO SECURE FLASHING TO EXTEND ONTO PIPE PIPE/ WIRE TO FRAMING-4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAPFLASHING TO EMEND f _. 2 APER LAP I SCALE: I I/2'.I'-0' 1 -%' CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER > SHEATHING t-- --------'-'--'-ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) (4) KICKOUT DETAIL �� 1M 71 N� \y WATER Ik T eEAL (REND OR / F4 EDLDER DO NOT n1T/ Py � l;L INSTALL KICKp11 &1PY1.E lih')FMY �F"' �1 10.A.eNING AT BOTTOM OF RD. jWALL rtl1ER8ELTKND _. J DPoPEDGE. OVERLAP 9'. EXTEND ATH I!e' DELOL kJCa, t'BCNANICALLY FASCIA 1ASTDI WRAP FASTEN /' O.C. MAX. VERTICAL LATH Lg' & PAPER DETAIL — WOOD STUDS SECT PER Feb R708.8.01 I SHEATHI NOTE: NG Exeeror lalhiria BrM pWalerinp Exterior ,fporWmdoerrRnlplesrer SIDE LAPS OF METAL hall conidY 'th the appticatiori PLASTER BASES SHALL BUILDING -_.. _.A BE SECURED TOo. requirements of A STM C -1-11A M,ry FRAMING MEMBERS. TIE PAPER _ ^ La„_-� THEY SHALL BE TIED -�� _ shell coInstMamply with ASTM C 1a6311A. I� �.:._>__:-_ BETWEEN SUPPORTS WITH 00415-IN. (121-MIN) STUCCO N' nP s LaTw WIRE AT INTERVALS NOT MORE THAN S' (2213-MM). AS PER ASTM CI063 NOTE_ FOR REPAIR OF TEARS HORIZONTAL LATH WRB LAYERS, TEARS �I�E FEN�T�)4TION DET>41L M MAY BE PATCHED & PAPER DETAIL WMCUSE WRAP TAPE PER 4 5TI..aPEG. OR PEEL STICK /�+y (DN.T.!/. WOOD SHEATHING WRES LAYER RI, STUCCO WRAP g' THICK, 3 COAT CEMENT tt PLASTER L� LEGEND r METAL LATH - LAP WRB 8 TAPE OVER DRAINAGE PLANE (IURB ROOF/WALL SCREED L/4YER *1, STUCCO WRAP) ? _ _ I 'L' TYPE CONTINUOUS WRB L,4 T ER *2 (FORTIFIBER i ! GAL C:ALV' METAL FLASHING �' (NAIL TO ROOF DECK, NOT BUILDING PAPS R WALL SHEATHING) _ CAP SHINGLE - DO NOT NAIL, METAL LATH X—X—X—X INSTALL WITH ROOF CEMENT STUCCO ROOF CEMENT SHINGLE ROOFING WOOD e44EATHINC ��If SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER FBC R-03.ro.1 / ASTM C-84-1-12, MIN. 2.5 LBS. PER 50. YARD (UTILITY OR NOMINAL OcJ "L)) FLASHING LATH DOES NOT MEET SPECIFICATIONS) N.T.S- A R C R IT E C T 8 5 Design GIN .nc. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774,6078 FAX: 407-774-4078 www.a bdesigngmup.cOm AA #: 0003325 W Z y W U O Chi c F O 2 � 0 OTON. ac LOT EIt SILVERADO LOT 12 BLK 1 PROJECT/ 04128,000-12001 MODEL: 4EBB 1828- CALI" GARAGE S'WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHrrECT STATE OF FLORIDA 7 P � D11/02/16 8CALE: 1 /4"=1'— O" 8*1ZETV/T v/ny Y Y A I BACKER ROD BACKER ROD WRB LAYER'(, STUCCO WRAP 6A DRYER VENT WOOD - CONSTUCTION e' CMU INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM 2. SIDES 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT 15 TO BE TOOLED 50 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, V CAULKING ® JOINT ALL AROUND PER FBC R703.6.01 Exterior lathing and plastering Exterior use of portland cement plaster shall comply With the application requirements of ASTM C 926-11 A. Installation of exterior lathing and framing shall comply With ASTM C 1063-1IA. _- HOODED VENT J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER'), FORTIFIBER BUILDING PAPER WOOD SHEATHING ( FRAME) WOOD SHEATHING WRB LAYER'(, STUCCO WRAP WRB LAYER `2, FOFMFIBER BUILDING PAPER METAL LATH - VINYL CASING BEAD - W RAISED BAND Ye' TO %' MID -WALL WEEP SCREED 0' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT �C HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO'- " T WOOD SHEATHING11 SELF-ADHESIVE FLASHING NOTE: METAL LATH: LATH TO BE PER FBC R'103.6.1 / ASTM C-84-1-12, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH ro' SELF ADHESIVE OVER TOP a SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT v TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FLE WENT PENETRATION SCALE: N.TS. ELEC. METEF VERIFY LO H7GN V RGL.GVG 5TUCC0 SCRATCH COAT 4 1 COAT OF PAINT W/BAGK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER g' THICK, 3 COAT CEMENT PLASTER 3/a" TO 5/a' MID -WALL WEEP SCREED 'k�6" SELF-ADHESIVE FLASHING -7—WOOD FRAMED WALL �A HORIZONTAL WEEP SCREED ( FRAME TO FRAME i ELEG. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC IC ^r ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC, WIRE PENETRATES :;0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT — NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z OVER 60 MI GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD SHEATHING WRB LAYER'(, STUCCO WRAP WRB LAYER 1, FORTIFIBER BUILDING PAPER METAL LATH WOOD 1/8' TEXTURED CONSTRUCTION �.��FINISH • WOOD " FASTEN TO WOOD STRUCTURAL MEMBER s l' O.G. MAX 8 CMI� Yp' i0 %' MID -WALL WEEP 6GREED —tea • 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH a MASONRY �B HORIZONTAL WEEP SCREED (FRAME TO TO BLOCK) WRB LAYER -4, STUCCO WRAP CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER STEfi= *11 APPLY 600 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER AF'ROVED WOUSEWRAP STET= #3 b STE i= #2 WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 12, FORTIFIBER BUILDING PAPER STET= #4 ELA5TOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH 6TEF *5 51Efi= *ro OELECTRICAL RECEPTACLE A R C N I T E C T S WDesign Grou tnc. L . rtVRNLV RCMIfWY 6LY U. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 y w a W 0 a V 0 ti m d F sysD:v 4k LOT: SILVERADO LOT 12 BLK 1 PROJECT 04128.07-12001 MODEL: 4EBB "1828— CALI" GARAGE 8111ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT STATE OF FLORDA 0y1mbA DAT 11/02/16 SCALE: 1 /4"=1' — 0" sximmT dd A2 WOOD SHEATHING WOOD CONSTRUCTION -% HAT CHANNEL W/'/e' TYPE 'X' DRYWALL D SHEATHING WRB LAYER 'I, STUCCO WRAP }' THICK, 3 COAT CEMENT PLASTER WRB LAYER'I­)� / STUCCO WRAP AMICO AM66-WFWG-T80 CUSTOM CASING BEAD WRB LAYER M, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER }' THICK, 3 COAT CEMENT PLASTER 6' SAF. STOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WEEP SCREED \ 6' SELF-ADHEREING FLASHING WRAPPED �\ * TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER `I, STUCCO WRAP WRB LAYER -2, FORTIFIE i BUILDING PAPER i 6' SELF-ADHEREING FLA5HING WRAPPED * CORNER OF CANTILEVER 4' WEEP POSITIVE DRAIN SCREED NO GAP IN FIELD — (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR CASING 1OA BEAD DTL.0 CANT. NOTE: METAL LATH: LATH TO BE PER FBC R703.ro.1 / 45TM C-84-1-12, MIN, 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH }' THICK, 3 COAT CEMENT PLASTER WOOD CONSTRICTION WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER '2 }' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER VINYL CORNER4' POSITIVE DRAIN BEAD INO'GAP WEEP SCREED VINYL CASING BEAD IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 1—HOUR DRIP EDGE 11D INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH }' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WOOD CONSTRUCTTON WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER "2 }' 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 EXT. WOOD FRAMED WALL SUB -FLOOR DECKING PRE-ENG'D TRUSS WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER -2 }' THICK, 3 COAT CEMENT; RIES PLASTER METAL LATH WOOD SHEATHING EXTERIOR GRADE DRY WALL 4' POSITIVE DRAIN _-__ }' THICK, 3 COAT CEME PLASTER WEEP SCREED VINYL CORNER BEAD NO GAP IN FIELD - VINYL CASING BEAD (SHOWN FOR CLARIFICATION OF _- SEPARATE ACCESSORIES ONLY) - 10 CANTILEVER DRIP EDGE DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER *2 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO .-_ WOOD SHEATHING llT/� ""� SELF-ADHESIVE FLASHING - FINISH LAYER (2 LAYER PEEL t STICK)—\ W PEEL 4 STICK ®DRIP EDGE TO DECK I Y2'XI ''/j P.T. OR SIMULATED WOOD (TREX) FILLER, / CONTINUOUS WATER PROOFING lot LAYER (2 LAYER PEEL t\, STICK) WRAPPED FROM / BALCONY DECK TO —/ CANTILEVER 6' PEEL t STICK * 1 DRIP EDGE TO DECK—\ 1 I Y2'XI % P.T. OR SIMULAT WOOD (TREX) FILLER CONTINUOUS Y,' GAP FOR BACnm� ROD t SEALANT FINISH LAYER (2 LAYER PEEL t STICK) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED t PAINTED FINISH }' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD COLUMN SHEATHING . WEATHER RESISTIVE -BARRIER •1 3' X 3' 26 GA. GALV. WEATHER RESISTIVE METAL DRIP EDGE !ir ARRIER -2 SET IN FULL BED OF j \, �]' lam•,, SEALANT, Yt' MIN. SPACE FROM DRIP SAF. PEEL t STICK \ FACE TO TREX I J(2'x3' 'L' FLASHING ` FULLY EMBEDDED IN ROOF CEMENT ,I I Y/' X 3' 26 GA. GALV. YW GAP FOR BACKER METAL DRIP EDGE ROD t SEALANT y, GAP FOR BACKER SET IN FULL BED OF ROD t SEALANT - SEALANT, ,�' MIN. VINYL CASING BEAD : SPCFACEEOR� DRIP /J ((BATHER RESISTIVE WEATHER RESISTIVE VINYL CASING BEAD ? BARRIER 'I BARRIER'( X' WEATHER RESISTIVE WEATHER RESISTIVE WATER FROOFI I t BARRIER '2 BARRIER '2 LAYER (2 LAYER PEEL - \ EXTERIOR COLUMN 1 t STICK) arm.'" COLUMN SHEATHING DECK MEMBRANE, 6' 9AF. EXTEND OVER DRIP PEEL t STICK ,I _ EDGE ', -,, X,'x3' 'L' FLASHING 3' X 3' 26 GA. GALV. SUB FLOOR • ;' .. FULLY EMBEDDED IN METAL DRIP EDGE i C-��� _�. � _ ' ROOF CEMENT SET IN FULL BED OF I SEALANT, Y,' MIN. I )5' X 3' 26 GA. GALV. :D SPACE FROM DRIP FACE TO TREX __ I,i'XI)6' P.T. OR SIMULATED METAL DRIP EDGE SET IN FULL BED OF VINYL CASING BEAD WOOD (TREX) FILLER, I ; SEALANT, Y2' MIN. SPACE FROM DRIP WATER PROOFING lat CONTINUOUS ` /FACE TO TREX - LAYER (2 LAYER PEEL t Ys' GAP FOR SEALANT VINYL CASING BEAD STICK) WRAPPED FROM OPT. BACKER ROD. WATER PROOFING Ist BALCONY DECK TO MODIFIED 90 LAYER (2 LAYER PEEL 4 CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM }' THICK, 3 COAT CEMENT PLASTER HAT CHANNEL VINYL CASING BEAD BALCONY DECK TO CANTILEVER ' METAL LATH }' THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER j WEATHER RESISTIVE 5/8' TYPE 'X' DRYWALL METAL LATH - BARRIER -1W/TEXTURED WEATHER RESISTIVE t PAINTED WOOD SHEATHING BARRIER "2 FINISH _ 4' P051TIVE DRAIN }' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED PLASTER WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 011A 1—HOUR BALCONY DRIP EDGE INSTALLATION 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING l' O.C. MAX. WRB LAYER *I, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER 1 � � CORNER BEAD C� FRAME 2_ l 2 CORNER BEAD (FASTENER 4 SPACING 6 'I" O.C.) CNIU 5/8' THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1q-B CORNER BEAD Cap BLOCK VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD : SEPARATE ACCESSORIES ONLY 1—HOUR BALCONY DRIP 11C EDGE INSTALLATION C COLUMN (W /"T " PT, A Q T-TTM('-) WOOD SHEATHING WRB LAYER'(, STUCCO WRAP WRB LAYER -2, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER E,'SELF-ADHERING—. FLASHING DRIP CAP WINDOW FLANGE WOOD SHEATHING WRB LAYER *I, STUCCO WRAP I WRB LAYER *2 FORTIFIBER II; ' ' BUILDING PAPER I METAL LATH 8' THICK, 3 COAT CEMENT (EXPLODED 'VIEW FOR PLASTER CLARITY) WRB LAYER -2, FORTIFIBER 'I ' ' BUILDING PAPER( �X ; METAL LATH -t--i, 5 THICK, 3 COAT CEO PLASTER 6"SELF-ADHERING FLASHING DRIP GAP _ WINDOW FLANGE 15B CASING BEAD Cb WINDOW (FRAME, NO BAND) A R C H I T E C T S fDesign GInc. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA f: 0003325 w y Chi 0 a IN, stn3DI`1. ae 110T SILVERADO LOT 12 BLK 1 PROJECT 04128.00 -12001 ][ODELs 4EBB "1828-CALI" GARAGE 91ING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B DAil/02, 8CA1.E: 1 /4"=1' - 0" 8imw WA3 A R C R IT E C T 8 WOOD SHEATHING WRB LAYER-, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER — METAL LATH J' THICK, 3 COAT CEMENT PLASTER &'SELF -ADHERING FLASHING VINYAL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE WRB LA' STUCCO VINYAL WRB LA' BUILDIN METAL L g THICK PLASTEI &'SELF FLASHII DRIP WINDO'w , CASING BEAD C> WINDOW 15C (FRAME, W/BAND) WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER "2, FORTIFIBER I i BUILDING PAPER ' METAL LATH !EXPLODED vIEw FOR $" THICK, 3 COAT CEMENT PLASTER CLARITY) WOOD SHEATHING METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER g" THICK, 3 COAT CEMENT — PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD l5" GAP TYP J' THICK, 3 COAT CEMENT C451NCz BEAD PLASTER IX TRIM MEMBER TO TRIM ---METAL LATH IT 9 STUCCO TO SIDING TRANSITION , _ U1RB LAYER -2, FORTIFIBER BUILDING PAPER SIDING -- WOOD SHEATHING WRB LAYER -9, / WRB LAYER 'I, STUCCO WRAP STUCCO WRAP CASING; BEAD 6' SELF- ADHERE ING FLASHING OR PEEL a STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION - \ f - - BEYOND V WOOD SHEATHING WEATHER RESISTIVE BARRIER 'I WEATHER RESISTIVE -2 i ' \ \ BARRIER X��LAP SIDING / \ W I 6' SELF -ADHERING FLASHING 6' SELF -AD HERII-Y FLASHING L- \ , IIJEATPERRESISTIVE BA WEATHER RESISTIVE STARTER STRIP \ \ BARRIER -2 \ NOT OR I \ - •' W SELF-ADHERWG SDO EAL OPEN I _ ING \ - GALV'D METAL GALv'D METAL 'Z' FLASHING Z' FLASHING ----- - DO N07 CAULK OR I Y' X 6' SIMULATED --- SEAL OPENING UIaOD TRIM MEMBER STUCCO CASING .... �.. / \ BEAD X 6' SIMULATED - I WOOD TRIM MEMBER - \,\ SEAL GAP W/CAULKING OR APPROVED SEALANT 121 --- - SIDING TO STUCCO Cb BLOCK TO FRAME 19 TRANSITION SEALANT WINDOW FRAME ------------------------- SEALANT i I WINDOW FRAME NOTE: METAL LATH: LATH TO BE PER FBC j R-103.ro.1 / ASTM C-841-12, MIN. 2.5 LBS. WOOD 5I4EATHING PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) "I I WRB LAYER *'I WOOD CONSTRUCTION BEYOND ` ��.1': STUCCO UJRAP WAD SHEATHING— WEATHERRESISTIVE- BARRIER -1 7` WEATHER RESISTIVE - 'I WRB LAYER #2, FORTIFIBER BARRIER 4 SIDING W16REFLAP /6 RVEAL � BUILDING PAPER r.' SEE{LFF--ADHERING - � I METAL LATH ,1 STARTERSTRIP DO NOT CAULK OR- BEAL OPENING 1" THICK, 3 COAT CEMENT (EXPLODED 8 VIEW FOR PLASTER GALYD METAL 'Z' FLASHING I Y' X 6' SIMULATED—� _ 6' 11N"°'BovE TOP CLARITY) WOOD TRIM MEMBER OF'Z'FLASHING CASING BEAD @) RAISED 17 A BAND ( FRAME) SCALE: 1 1/2"= I'-O' 6' SELF -ADHERING FLASHING WEATHER RESISTIVE \ BARRIER -1 TO LAP \ 6' MIN. ABOVE TOP \ OF Z' FLASHING '_�UEATHER RESISTIVE BARRIER 'I HEATHER RESISTIVE / SARRIER -2 / `GALV'D METAL 2' FLASHING SEAL NOT EKING OR E-Z BEAD VWYL CASING r I Y' X 6' SIMULATED (WP/' FLEXIBLE PVC \ / I I WOOD TRIM MEMBER BACKER ROD) \ / ' SELF -ADHERING W. 6' SELF -ADHERING I� I I FLASHING FLASHING \ EMETHICK, T 63L ER \`\ OR APPROVED SEAT SEAL GAP ANT WEATHER RESISTIVE _ WEATHER RESISTIVE BARRIER M BARRIER -1 WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER R (W/U' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO WEATHER RESISTIVE 0 FRAME TO FRAME BARR ER'2 ��� TRANSITION 1J WINDOW FLANGE 2X FRAMING MEMBER BUILDING WRAP ----------------------------------------------------------------------- �' THICK, 3 COAT CEMENT PLASTER METAL LATH ,I V. I I i . __. WRB LAYER 02, FORTIFIBER BUILDING PAPER E-Z BEAD VINYL CASING (W/3/a' FLEXIBLE PVC BACKER ROD) WRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER Co' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY -------------- i --------------------------------------------------- Ya" GrAP TYP g" THICK, 3 GOAT CEMENT CASiNb BEAD PLASTER TO WINDOW / -—METAL LATH I 1 WRB LAYER 02, FORTIFIBER BUILDING PAPER i WOOD SHEATHING • �6esdSasj!*sA 1 -- WRB LAYER 01, STUCCO WRAP 6" WIDE PEEL a STICK I x OVER FLANGE E-Z BEAD VINYL CASING (W/3/o' FLEXIBLE PVC BACKER ROD) I 1 'APPLY FULL BED OF SEALANT BETWEEN ----------------------------------------------------------------- FLANGE a BUILDING WRAP EZ BEAD WINDOW CASING1 . LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com III AA #: 0003325 w y w 0 m 4 F O d sxnmzv. at Li01, SILVERADO LOT 12 BLKK 1 0�4128 000-12001 1[ODEie 4EBB "1828—CALI" GAPtAGE 81rMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHRECT STATE OF FLORIDA LEGEND DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) 7` t' WRB LAYER 02 (FORTIFIBER — — — — ` BUILDING PAPER) METAL LATH x—x—x—x p CRA � No 9:i723 DATE-. ltlIRT it/'2 16 STUCCO _° _ IOCALM 1/4"=1'-0" WOOD SHEATHING ITllOJ sue. SELF-ADHESIVE FLASHING WAS mm A R C N I T E C T S CUT HOUSEWRAP AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF WINDOW - OPENING I APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL IINSTALL 6'F- SELADHE FLASHING C NAILING FL: JAMBS EXTEND FL I' BELOW S. FLEXIBLE F 'DO NOT SE FIN w STEP I TEMPORARILY FOLD -UP 8 SEC HOUSEWRAP(0 TUCK FLAP UND at HEAD FOLD HOUSEWI IN AT JAMBS 4 SLOPE SILL R, INSTALL 6' SELF_ ADHERING FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE EXTEND SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP STEP 7 I MIN ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TH FLASHING AT THE FOLD DOWN DIAGC ACRO: WINDO 1PPLY V NOM.— :ONTIN000S BEAD SEALANT AT IAMBS AND HEAD o %PPLY TO BACK OF JINDOW NAILING LANGE IN LINE W/ 'RE -PUNCHED 40LE5 OR SLOTS. JIDE ADHESIVE - ?XIBLE FLASHING VIER DRIP CAP ECTO-WRAP EQUI V) WINDOW FLASHING INSTALLATION DETAILS (FULL WRAP) O SCALE: NTS STEP 4 STEP 9 INSTALL PLUMB,[ AND SOl MANUFAC WRITTEN INSTRUCT —APPLY MEMBRANE FLASHING OVER JOINT IINOTE: I IT 15 THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING II HOUSEWRAP, SEALANTS l SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. III 1 11l, INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS (WARNING SEALANTS MAY REACT ADVERSELY IF NOT .L[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 INTERIOR PERIMETER OF WINDOW WITH 7131r)l FAX: 407-774-4078 www.abtlesigngroup.com AA #: 0003325 111 h 0 4 cam, ti 0 A i m 5 aVBDIV. de LOT: SILVERADO LO T 12 BLK 1 PROJEC 04128.00 -12001 AEODSie 4EBB "1828- CALI" GARAGE OVING: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B r ARcHrrECT STA FLOFUDA DATE: anqT 11/02/16 BCAIJ: 1 /4"= l' - 0" 8I'IEET tl T A5