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HomeMy WebLinkAbout6504 Wagon Trail St• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC, 1441 NORTH RONALD REAGAN BLVD LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 1 PLAN REVIEW 4EBB 1828-kc__�/AL199 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) •ALL LOCAL AND STATE CODES .00CUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B •BASIC WIND SPEED — Vult=150 MPH Vasd=116 MPH •EXPOSURE — B •1—STORY RESIDENCE — •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES YT. CALC.'S LIVING 1828 5Q. FT. GARAGE 430 50, FT, ENTRY I6 50. FT. LANAI M SQ. FT. TOTAL 2362 SQ. FT ABBREVIATIONS AN. ABOVE IAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. .ADJUSTABLE M.C. MEDICINE CABm PIT, ALTERNATE M. MANUFACTURER AMP. AMPERAGE MIN. MINMRLM M. BOARD vmD MOUNTED CL CENTER LINE MTL METAL CAB, CABINET N.T.S. NOT TO SCALE CLG. CEDING O.C. ON CENTER CLR. CLEAN PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC TILE PLT. PLATE D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED 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. EACH SET. SHEET EWA. ELEVATION MG. SHEATHING BQ. EQUAL sm SHOWER EKB. EMUST sDe. MMAR W. EKf61HOR SL SLIDING F.G./FX . FORD GLASS SL GL SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN, FINISH SWS SHEAR WALL FIR. FLOOR SECTION FLUOR. FLUORESCENT SC SOLD) CORE FR DR FRENCH DOOR TEMP. TEMPERED GLASS FIG. FOOTING THIL THICK GA GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DLSP. GARBAGE DISPOSAL T.O.S. TOP OF STAB G.F.I. GROUND -FAULT CIRCUIT TYP- TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL GLASS OTHERWISE GYP. BD. GYPSUM BOARD Y.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH i6i HEADER WD. WOOD HOT. OR HT HEIGHT WDW. WINDOW INSUL INSULATION W/H WATER HEATER INT. H TERROR W.I. WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION ALL WORK SHALL COMPLY WITH PREVAILING CODES FLORIDA BUILDING CODE, NATIONAL ELECTRIC CODE, AND THE CITY OF ZEPHYRHILLS ORDINANCES 2 t. -01 Ct REVII&WICIATE INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI —COVER PAGE PG GN—GENERAL NOTES PG I —FOUNDATION PLAN PG IA —DOWEL PLAN PG 1B—LINTEL SCHEDULE PG 1B.1—SAFE LOADS (CAST—CRETE) PG 2 —FLOOR PLAN PG 3D—ELEVATION "D" PG 4D—FRAMING PLAN ELEVATION "D" PG 4.1—CONNECTOR SCHEDULE PG 5—ELECTRICAL PLAN PG 6—MECHANICAL PLAN PG DI —MONOLITHIC FOUNDATION DETAILS/SECTIONS PG D2—MISC. DETAILS PG D3—MONOLITHIC 1—STORY WALL SECTIONS & NOTES PG D4—MONOLITHIC 2—STORY WALL SECTIONS & NOTES PG D5—MISC. DETAILS PG D6—PRODUCT APPROVALS PG WAI—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS —WINDOW FLASHING PG WA6—WALL ASSEMBLY DETAILS —SUB —BAND VA A R C N I T E CT R 6 Desi>±n Grou I2. L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-607S FAK 407-7744078 www.abdeslgngroep.Com AA A': 0003325 rl�� - I 2 o N 0. O u evanrv. as LOT: SILVERADO LOT #17 BLK #6 PsoincT* 04128.000-01761 1[ODnIs 4EBB "1828—CALI" OARAOZ 9WI NO: LEFT PAO]& COVER PAGE 150 MPH EXP. B jr ARCHITECT STATE OF UNO Mw 11/07/17 scALr. 1 /4"= Y'— O" srawr C1 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), STH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS R301 b (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 A 15 (PSF) C. ROOF LIVE LOADS R301.6 1. -MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) 1. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VOLT­-150 MPH, VASD=116 MPH IL EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.86 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS z0.18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11, THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.1.2 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1.318INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID NOWMETALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -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 HEREIMSEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11, THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33.03. MAXIMUM AGGREGATE SIZE SHALL BE'/.'. 4. PROVIDE 61% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/0. 1. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb =1,100 PSI Fv =175 PSI E=1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2' SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & RB021.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16' OSB EXPOSURE-1 OR 117 CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 51W 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 7116' OSB EXPOSURE-1 OR 112' CDX PLYWOOD SHEATHING. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SQ. DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL MASONRY POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11b, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =15M PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 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 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6"- WIA X WI A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12'. LOCATE WWF 7 FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR 031 AND SMALLER 2' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS IV 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1.1982 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS 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). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, '/y' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-CA063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS -- KICK -OUT DETAILS - 'L' FLASHING - HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS -- WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS - WINDOW CASING DETAILS -- STUCCO TO SIDING TRANSITION DETAILS -- WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 024)8117 A R C H I T E C T R Design Grou .! L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407.774-8078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 y w 0 0 F C duumv. a LOT. SILVERADO LOT #17 BLK #6 1paoinctTip 04128.000-01761 MODEL• 4EBB "1828-CALI" GAP -%OR dwiNG: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B al PA 11/07/17 dCALE: 1 /4"=1 ' - O" 8*11= G1V ro ,o 2' VTR 21AI ��\\ 1 I \ 12 KITCHEN 2, SINK W/ 2. & AUTO VENT 2• P 1/2� � \ I I/2' I1/2 1 I/2'-��21i I!1-�. I 2. T3 I TUBII LAY 2 3' 3' wG 2GR 1/2' 3' 3'ER2'CONG RISERM MTA r---- ------------, E DI I I —�T CONC. tYP. ■ SLAB I ELEv. I a d ■\ / C FIN. N. CONIC. SLAB DI -m'_...6 -2° 3 10" I 4' GONG, REINF. UP 6'xb' �1 I ■ $3„ I I WIAXWI.4 WLM ON 6-MIL POLY- ■ ■ ■ _ _ ETHYLENE VAPOR RETARDER L I ON WELL -COMPACTED CLEAN — — — — FILL TERMITE TREATMENT SHALL 0 ■ R BE BOA-GARE�` DI EXTEND $LAB I I/2' Dl I I LLJ � Q n 36'x60' SWM PAN �o I I 3 2 rL 0- I I I jt��I v DI = `k-----4�--SA/%I HB• 4GONG. SLAB � 4' PVC CHASE COND. ■ II i' BOLLARD AS REQ. PER BLDG. CODE i \ EXTEND END OF PVC. --CHASE UP 12' ABOVE 4' I COND. CONC. PAD ■ N S I v 8 DI ■ I I I I I �LDw JL. e II OPT, REF SINK I REF I e II II (((((('''r PVc CHASE I�ISLAND ELEC. TO I ISLAD I EXTEND >� SLAB 1 1/2' _ I I I I 2XI2 I2X6_WALLI WALL -Li DI LAV. t_/ 9 I I I I 'I EXTEND m SLAB 1 1/2' - 3 1/2, I CONC. I SLAB ■ ■• 0'-O' ELEv. D I 0 �p I FIN. CONC, SLAB 1 DI I � � ■ SDI — — — — FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014). 24'X24'XI2' CONIC. PAD W/3-S BARS E.W. ON CHAIRS MIN. 3' COVER --�( SECURE STRAP TO UNIT W/ (2) %xI 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONIC CONC. W/ (2)-3n6'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE A R C R I? E C T 8 6 Desijg9n --PH: 407-7748078 FAX: 407.7744078 ----AA .000 rouP.com AA #: 000332b y w w 2 y O F C J J su=rv. as IrOT SILVERADO LOT #17 BLK #6 PROdL' " 04128.000-01761 HODZZ' 4EBB "1828- CALI" GAKAGZ S'• VRG: LEFT PAGIM FOUNDATION PLAN 150 MPH EXP. B A R C N I T E C T 3 6 Design Group"... 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA A: 0003325 J h y V y i 0 m c v 0 i EIT mmm as LOT SILVERADO LOT #17 BLK #6 PROJMTIF 04128.000- 01761 MODEM& 4EBB 1828- CALI" GARAGZ E IWMG: LEFT PAOM DOWEL PLAN 150 MPH EXP. B DOWEL PLAN 4^ZT-449411W LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L I IT'-4' SF28-15AT L 2 4'-6' SFI&-OB/IT L 3 1'-6' SFI&-SAT L 4 11'-4' 8FI6-IB/IT L 5 9'-4' SFI6-SAT L 6 1'-1. SF24-I5/I7 L 'I 4'-b' SPS-IBAT ABV. DOOR ASSEMBLY, BOTTOM OF LINTEL • S'-O' AFF L I0 5'-1. SFI2-OB/IT ELEV. 'D', LINTEL SET S' BACK FROM FRONT OF HOUSE 0 elo L-3 LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED A R C N I T E C T E 5 Design Grou �2. L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 wwwZbdesigngroup.com AA M. 0003325 1; W y chi w 0 a 4 12 MI. a 0 U slulmrV. a. TAT SILVERADO LOT #17 BLK #6 PROJWT# 04128.000-01761 MOaRIZ, 4EBB "1828—CALI" GAP.Aas OWMG: LEFT PA : LINTEL SCHEDULE 150 MPH EXP. B 1 awT$ 11/07/17 1lCALtlC 1/4"=1'-O" SAFE LOAD T,45LES FOR GRAVITY, UPLIFT 4 LATERAL LOADS B" PRECAST 4 PRESTRESSED U-LINTELS C, GRAVITY' TYPEi3U8 LENGTN 8F8-06 8FI2-0B 16-032- SFB-IB SM-1B 8FI6-IBL4438 8F24-IB 8F28-18 8F32-18 2'-I0'l34') PRECAST 2302 3166 4413 6039 W04 10412 11936 3166 4413 6039 S004 10412 11936 3'-6' C42') PRECAST 2302 3138 3311 4689 1315 8630 9941 3i66 4413 6039 S004 10412 Ii936 4'-0" C48') PRECAST 202c� 2325 24% 3461 5410 6384 1358 2646 1 4413 1 6039 1526 W04 10412 11936 4'-6' C84') PRECAST 1651 lial 1913 2651 3403 4149 4896 5644 2110 4021 603E 1526 9004 10412 %68 5'-4" (64') PRECAST 1184 1223 1301 Woe 2311 2826 3336 3846 1665 288E 5051 609b 5400 6424 1450 5'-10'C10') PRECAST 512 !OOV 1051 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 6'-6' 118°) PRECAST 931 1255 2101 3263 2146 3358 3911 45W 1255 1 2101 13315& 5260 1134 8995 65W 1'-6' l9(d')PREGAST l6l 102E Ir.-IS 2385 1994 243E 2896 3333 102E 1615 2610 3839 5556 6613 5041 9'-4' C112') PRECAST 5l3 632 1049 1469 1210 1482 1154 2021 166 1212 1816 2544 3469 4030 3121 10'-6"C126') PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 Il'-4' (136') PRECAST 445 598 935 1365 1854 2355 1193 2015 598 I 935 1 1365 1854 2441 3155 4044 12'-O'(144") PRECAST qiq 545 864 1254 1689 2014 1510 1818 555 864 1254 1693 2211 2832 35W PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 1855 2343 2920 14'-O'(168') PRECAST 338 381 648 919 1190 1462 1081 1260 455 100 1003 1335 1114 2153 26bb PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3155 3165 PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 855 2310 2890 3410 Il'-4'(208')PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 400 1800 2200 2600 19'-4' (232') PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 low 1400 1120 2030 21'-4' (256')PRESTRESSED N.R. NR NR NR NR NR NR NR 163 1 330 1 610 S40 1340 IIBO 2110 22'-0'(264')PRE6TRESSED N.R. NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-Ot288') PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 410 120 1030 1350 1610 1 iATERIAL5 1. f'c precast lintels = 3500 psi. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/6' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = IWO psi. 5. Rebar provided In precast lintel per ASTM A615 GR6m. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. 5" PRECAST 4 PRESTRESSED U-LINTELS Rrn UPL FT LATERAL TYP LENGTH 8-1 12-IT 16-IT 20-IT 24-I SF2a-IT 8F32-IT Su8 BF8 6-2 12-2T 16-2T 20-2 24-2 26-2 BF32-2T 2'-10'(34') PRECAST 2121 2818 4101 5332 6569 1811 9055 2021 2021 2121 2184 3981 5190 6401 1630 5651 3'-6' (42') PRECAST 2165 2289 3260 4231 5211 6204 1192 1251 1251 2165 2215 3165 4125 SCSI 6061 1036 4'-0' (48') PRECAST 18-18 1989 2632 3680 4532 5381 6245 S38 538 1618 1925 2150 3583 4422 15264 6110 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 1 5525 -121 '12-1 1660 1105 2435 3111 3913 4658 5406 5'-4' C64") PRECAST 1393" 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 32W 3920 4549 51-101(101) PRECAST 1212" 1351 IWO 2505 3084 3665 4241 418 418 1212 1315 1 1815 2441 3010 3583 4151 PRECAST 1141" 1200 1 1133 2250 2169 3290 3612 101 ea-1 1141 1162 1684 2192 2103 3216 3132 1'-6" C90") PRECAST 059" 912 1415 IS14 2354 2191 3240 591 651 990 102E 1466 1901 2351 2151 3245 5'-4' (112') PRECAST 801" 612 980 1269 1560 1852 2144 454 630 WI 155 1192 1550 1510 2211 2634 10'-6'(126') PRECAST 116" 498 193 1021 1261 14% 1131 396 493 116 611 1035 1389 1111 2034 2358 11'-4' (136') PRECAST 666" 439 6% 899 1104 1309 1515 363 556 666 535 905 1295 15SS 1896 2198 12'-0'(144') PRECAST 601" 400 631 a* 1001 1186 1312 340 4S4 631 486 ale 1209 514 1199 Zrpg6 13'-4' (160') PRECAST 500" 340 532 686 S41 99l 1153 302 398 513 409 682 1004 1361 1631 1891 14'-O'(168'J PRECAST 458" 316 493 635 1-18 922 1065 286 360 545 318 629 922 1254 1561 1816 I4'-8' lll6') P9TRESSED 243 295 459 591 124 85l 990 N.R. 35l 243 352 562 852 1156 1491 1142 15'-4' (ISd') PRESTRESSED 228 218 430 553 611 801 925 N.R. 321 228 329 542 191 1012 1381 Ibl6 Il'-4' (208')PRESTRE55ED ISO 236 361 464 561 610 114 N.R. 255 lea 216 449 649 814 1121 1389 19'-4' (232') PRESTRESSED 165 201 313 401 490 518 66l N.R. 204 165 239 383 550 136 S40 1160 21'-4' (256')PRESTRESSED 145 186 218 35Fi 433 542 590 N•R, 112 142 212 336 411 635 801 SW 22'-O'(264')PRESTRESSED 140 ISO 268 343 418 493 568 N.R. I61 131 205 322 45l 601 111 947 24'-0'(288')PRESTRESSED 121 1 165 1 244 312 380 441 515 N.R. 135 124 1-290 408 538 680 833 GENERAL NOTES -REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W1 2' RECESS DOOR U-LINTELS GRAVIT`i' TYPE sfwt BFWIV-06 OW14- 18- S#M2-0 sRF26- 8R=30-08 LENGTH 6 8RF6-I6 BRFI0-16 8RF14-16 6W18-16 BRF22-8 VQF26-16 8RF30-I6 4'-4' (52") PRECAST 1489 1591 3053 2982 3354 4329 5904 6880 1821 3412 4982 6412 1941 S416 10618 4'-6' (54') PRECAST 1351 1445 21B2 2114 3.600 4481 5315 6264 1102 3412 4982 6412 1941 '3416 10818 632 1602 1550 2058 2566 3015 3585 5'-8" (68')PRECAST l85 1153 2162 4014 6412 6516 5814 6639 119 1500 144E IS24 2400 2816 3352 PRECAST 135 1103 2051 3811 6412 6516 5450 6411 6'-8' (80')PRECAST 922 901 1611 2933 2516 3223 3812 4522 901 1611 2933 4100 6130 8111 blol 161 1311 2252 I%a 2451 2944 3439 665 T-6' (SO")PRECA5T 164 1311 232E 3609 5492 6624 5132 9'-8' (ll6') PRECAST 311 420 834 1253 loll 1342 1614 1806 535 S28 1 1491 2119 2618 3595 2615 S' PRECAST W1 2' RECESS DOOR U-LINTELS UPL IFT LATERA TYPE LENGTH aRF6-IT BRFIo-IT 8W4-IT 8IW18-IT 8RF22-17 BRF26-17 OW30-IT DWO-2T 8RF14-ZT BRFus-2T OW22-2T &W26-2 3m-2 aftre aRF r. 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5825 931 932 1244 1515 2339 3110 4008 4850 5696 4'-6' (54') PRECAST 1192 1501 2311 3121 3931 4156 5511 853 1192 1455 2240 3036 3631 4643 5453 853 5'-S" C68') PRECAST 924" 1112 1155 2423 3055 3689 4325 501 924 1132 1141 2351 2918 3603 4230 501 5'-10, (10") PRECAST 896• 1138 1142 2352 2965 3581 41W 469 8136 1099 1690 2288 2891 3491 4106 469 (0'-8' (80')PRECA5T ll8 882 1513 2042 2513 3101 3642 630 1100 118 956 1468 1981 2509 3035 3563 1'-6' C90')PREGAST 688 69l 1325 1810 22W 2153 3221 110 941 688. 849 1302 1162 2225 2690 3151 9'-8' C116") PRECAST 533" 433 Sob 1123 1413 1104 1995 516 614 533' 521 1009 1 1369 1 1128 1 208E 1 2450 •REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR "5 REBAR AT TOP MIN. (1) REQ'D ° 1-1/2' CLEAR T`i'PE DESIGNATION -4 42 F . FILLED WITH GROUT / U UNFILLED 0 FQUANTITY OF 5 REBAR AT BOTTOM OF LINTEL CAVITY Z� �' .a_ "' E GROUT a1°1( 15/1T _ Z �q "5 REBAR AT BOTTOM • • OF LINTEL CAVITY NOMINAL WIDTH NOMINAL HEIGHT QUANTITY OF 5 REBAR AT TOP 1-5/8-ACTUAL BOTTOM REINFORCING PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) SAFE LOAD TABLE NOTES I. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels IT-4' and longer with a nominal height of 8' most or exceed L/180. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. S. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 315 and ACI 530 I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled lintels must be reduced by 209. if bearing length Is less than 6-1/2'. Safe loads for all recessed lintels based on 8' nominal bearing. 2. N.R. - Not Rated, 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addlonal reinforced masonry above the precast [Intel. 6. One 'rl rebar may be substituted for two 45 rebars in 8' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. S, All safe loads In units of pounds per linear foot. A R C N I T E C T 8 Design Grou In.. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774$078 FAX: 407-7744078 www.abdesigngroup.com AA #: OOD3325 F x U m 0 y c R 0 E UNDIR Aa M;.! SILVERADO LOT #17 BLK #6 PROam" 04128.000-01761 MODEic 4EBB "1628-CALI" GARAGE 9TRNG- LEFT PAGE: SAFE LOAD TABLES (CAST-CRETE) 150 MPH EXP. B DATM 11/07/17 8CAL.W. 1 /4"=1' - 0" Ewan T 1B.1 CO PMW AND CLAWW WIND LOADS BASIC WPD 8708UE FOR 3 MCI= Q= OPEWO SOUARE ZONE SO M'H WI D MO RBAAW AND TYPE FWTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 18 5 24/-31 DR. MIN. CRITERIA S.G.D. MIN. 41 5 22/-26 CRITERIA 16010 O.HD. 112 5 21/-25 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II. EXP.=B, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5TH ED. 2014 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONMOL DATE 07/08151 r-4.. DBL. TOP PLATE 0 BAR DETAIL A SCALE: 1/2'•I'-C' M. ro s 9 41- COND. (2) 3052-SH EGRESS 39' -S• (2) 3052-SW 1 LANAI � LIVING ROOM 14'-2'_ mI0'-0. 1 - OWNER'S - bo68 sfsD. SUIT 1- - 8'-8' GLG. -- ---- ' I IJgING OM 2XS I= � -� `� 1 8'-8• CLG. 4'_g ? 1 to — - C.- IR-ISH 0.--------- GLG. h V.A - - - -- -b36 Q 8'-8 w 8'-S�G i a 2'-4'KITCHEN - �' 6'_8. - --- - 8' T CLG. I r SHWR. AN - _ J IR-16H • • DW - SINK 4 I OPT. � I REF I - _ _ -- I O 0 e IR-ISHn I`- I h I�L1 Tr CLG. 3'-6' B'-10' rol 2'-10' '-I " _ rp IK r- b3b RANGE PAN. BDRM. #4/ I g ?s ARCH _ _ 0 0 3-SH `r DEN 8'-8' CLG. V,V11C. B gl 3 _4. I s � I 5_4. 2'-4- v I II'_4• -R a DRM. 3 a, r 22'x54 l � I ATTIC I 1' L ACCESS J BOLLARD ,n 5_-4' II lam' LAV.� 0 3'-4' =1 I u > iA 11 B ti� AS REQ. PER BLDG. - CODEII. gAm a A C. FOYER- -5- GLG, ? BDRM.# S'-8' GLG. - 36'X10' TRANS. T. BOTTOM OF LINTEL ® l'-8' �I (2)3052-5H EGRESS -------------------- 14 m FLOOR PLAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE (R3025.1) FBCR 5TH ED, (2014). EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-8' BRG. SQ.FT. CAM'S LIVIWj 1626 SO, FT. GARAGE 430 $0. FT. ENTRY 16 SQ. FT. LANAI 88 SO. FT. TOTAL 2362 SQ. FT. A R C N I T E C T S Gro uSii n LONG WOOD, FL 32750 50 PH: 407.77478 FAX: 407-7744078 www.abdealgngroup.com AA k: 0003325 0 0 0 a 0 F c 3 ounDIV. as X.011. SILVERADO LOT #17 BLK #6 MJ 00 1—01761 moDul- 4EBB "1828—CALI" GAIRAGZ 81Wn1G: LEFT PAGIM FLOOR PLAN 150 MPH EXP. B a. DAPUNT 11/07/17 �CALTQ: 1 /4"=1' - 0" album 2 OFF: RIDGE VENT REAR ELEVATION TEXTURED FINISH T P. EQ. Ea, FYPON LV12X24 iq SHINGLE OR EQUIVALENT -ROOF: EQ EQ. Ea. FYPON 12 4 Es KTIlXll OR EQUIVALENT & WA WAI U W'A I WA 711 0 8'-8' WGT. Bp,_ WA A A BRG. HGT- 161xr.21 FYPON DECO. SHUTTER OR xA OPT. Co LIGHT EQUIVALENT Tyr. 4' RAISED BAND (TYP.) 0' FIN. FLR. 01-01 FIN FLR. T- FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBr-R R103,13.1 OFF RIDGE VENT OFF RIDGE VENT LEFT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT Vid rr RIGHT ELEVATION TEXTURED FINISH — �-- -- ---,0'-0' FIN..FLR. 4REA OF ATTIC = 23134 SQ. FT. NET FREE VENTILATION AREA REQUIRED 1/300 REQUIRED VENTILATION AREA = 2364/300 7.88 VENTILATION AREA X SQ, INCHES PER Fr. (144) WA72 SQ, IN. WIN. REQUIRED VENTILATION = .5 X I134.72 IN UPPER PORTION OF ATTIC 56736 SQ. DFF RIDGE VEN nLATION AREA = US SQ. IN. PER VENT 567.36 /115 TOTAL #OF VENTS REQUIRED 4.93357 TOTAL #OF VENTS PROVIDED = 5 'AREA OF ATTIC IS THE PERT MTER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 2" 1' (LOUVER DETAIL SCALE: 1/2' - V-0' A R C N I T E C T 3-1 6 Design G r . . i"i N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-7746078 FAX: 407-7744078 www,&Ilealgngroup'com ". 0003325 O O rMUDDIV. M X.01.1 SILVERADO LOT #17 BLK #6 IPIROJWT# 04128.000-01761 WOMM, 4EBB "1828-CALI" GARAOM BWZNG-. LEFT PAGIM FRONT,REAR LEFT, RIGHT ELEV. "D" 150 MPH EXP. B M !-WAl WA r-pAnqT DAW" 11/07/17 8CALM 1/4"=1'-0" 8311n" L 3 D so .. _DENOTE RAT RIAd a 10'J11 DWM 2x6 6TRXZACK e FRAMING PLAN CCA 01/14/14 A R C N I T E C T 8 6 Design Grou . 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407.774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 J Z I. y 0 F4 U y O F 4 V 9UDDIV. as Lo SILVERADO LOT #17 BLK #6 PADJ=Tfp 04128.000-01761 mc>pz3 s 4EBB "1828-CALI" GAAWZ BWING: LEFT PAGE FRAMING PLAN ELEVATION "D" 150 MPH EXP. B ]DATIM 11/07/17 SCAUM 1/4"=1'-0" slismT 4D CONNECTOR SCHEDULE I CONTROL DATE: 01-05_11 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-I6 1625 (8) 10d x 1 1/2' I -PLY, (b) I66 2-PLY, (USP: (10) I0d X 1 1/2' - NO 16.1 OPTION) (2) META-16 F385 (2) HTA I6-18 2800 (10) 10d x 1 IRE' ]-PLY, (USP: (10) 1" x 1 I29 2515 (14) Ibd 2-PLY (USP: NO I6d OPTION) HETA-I6 1810 HTA Ib 1810 (9) 10d x 1 1/2' 1-PLY, (6) Ibd 2-PLY USP: 110110d x 1 1/2', NO I6d OPTION HETA-20 1810 HTA 20 1810 (9) 10d x 1 1/2' I -PLY, (8) Ibd 2-PLY USP: (10) 10d x 1 1/2', NO 16d OPTION } w Z (2) HETA-20 2035 (21 HTA-20 3230 00) 10d x 1 1/2' I -PLY USP: (10) 10d x 1 I/2' 2500 (12) 16d 2-PLY (USP: NO I6d OPTION) O LGT-2 250 LUGT-2 550 (1) - 1/4' x 2 U4' TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (Ib) 10d U) DETAL-20 2480 DWTA-20 2430 (18) - 10d x 1 112,1 PLY MGT 3565 MUGT 4115 lU 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (22) 10d TO WOOD (USP: (2S) 10d TO WOOD) HGT-2 10980 HUGT-2 5190 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d) HGT-3 10930 HU13T-3 98b0 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP, WOOD (S) U0d) LGT3-SD825 3285 LUGT-3 3525 (12) SDS 1,14'x3' TO GIRDER (4) 3/8' x 5' TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, U)OOD (12) WS25) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 10d x I-I2' (USP: (10) 10d x 1 12' VGT AS40 NO USP CONVERSION FOR SIMPSON VGT (I) 5/0' ATR. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED),, (16)-SDS 1/4'X3' TO WOOD (2) VGT III* NO USP CONVERSION FOR SN'1P50N (2)VGT) (2) 5/8' AIR. IN HIGH STRENGTH EPDXY (MIN 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 1155 (14) 10d x 1 I2' (USP: (14) 10d x 1 12', (14) 10d) HTS-Ib 1150 HTW 16 1260 (16) 10d x 1 I2' (USP: (I6) 10d x 1 12', (16) 10d) HTS-20 1450 HTW 20 1530 (24) 10d x 1 I2' (USP: (24) I" x 1 I2', (20) 10d) HTS-24 WSO HTW 24 1530 (24) 10d x 1 1/2' (USP: (24) 1" x 1 I2', (20) 10d) LSTA-12 .. 925 LSTA 12 930 00) Iod USP, (10) Iod LSTA-18 .• 1235 LSTA 18 1235 04) 10d USP: (14)10.1 MSTA-10 1315 MSTA-18 1310 (14) 10d USP; (14) 106 V) MSTA-24 . 1640 MSTA-24 1640 (18) IOd USP: (18) Iod CL MSTA-30 •• 2050 META-30 2065 (22) 10d USP; (22)10d MSTA-36 .+ 2050 MSTA-36 2065 (26)10d USP, (26)106 I— MSTI-36 30" KSTI 236 3890 (36) 10d x 1 1/2' USP: (36) 10d x 1 I2' U) MSTI-48 5065 KTSI 248 5140 (49) 10d x 1 I2' USP: (48) 10d x 1 I2' H6 95o LFTA 6 1210 (S) Bd TO PLATES, (8) 8d TO STUDS (USP: 0( ) 8d x 1 I2', (Ib) Sd) SP4 885 SPT 4 543 (6) 10d x 1 I2' TO STUDS USP: (6) 10d x 1 I2' TO STUDS A34 359 MP 34 380 (4) Sd x 1 1/2' TO BEAM, (4) Sd x 1 12' TO POST. USP; (4) 86 x 1 I2' TO BEAM, (4) Bd x 1 1/2' TO POST. HCP2 645 WHOP 2 800 (12) 10d x 1 I2' USP: (10) 10d x 1 I2' TO TRUSS, (10) 10d X 1 I2' TO PLATE HIOA 1140 RT I&A 13M (18) Iod x 1 I2' USP, (9) 10d x 1 1/2' TO TRUSS, (W 10d X 1 I2' TO PLATE VGT 4 HDU4 4S40 PHD 4A 5215 (I6)-SDS 1/4'x3' TO WOOD, (10)-SDS I/4'x2 I2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS VGT 4 WD1B 4540 TDX 10 10140 (16)-SOS 1/4'xV TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER2PLY USP: 1/8' ATR MIN, 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS ABU 44Z 2200 6665 PAU 44 2535 b115 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONIC., (12) Ibd TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 @coo PAU 66 2380 16005 (U 5/9' At.R IN HIGH STRENGTH EPDXY, (MN.'I' EMBED.) IN CONC., (12)16d TO WOOD USP: SAME AS SIMPSON V) LTTI9 •+ i940 LTS 19 1205 (U 3/4'ATR. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONC„ (8710d TO WOOD USP: SAME AS SIMPSON O = Lt720B ••. 1500 Lt8 205 1105 lU I2' A.T.R. IN HIGH STRENGTH EPDXY, (MINI. 1' EMBED.) IN CONC„ (I0)10d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 101d x 1 I2', 2-I2' 0 HTT4 44S5 WTT45 4160 !U 5/e' ,4T.R IN HIGH STRENGTH EPDXY (MIN 1' EMBED) IN CONC, (W8 SD'10 X 1 U2' (USP: (20) I6d X 2-1/2')Z U8P HAS MORE NAIL OPTIONS: (20) 10d, (20) Od x 1-I2% (20) I6d x 2 12' Q HTT9 5090 NTT49 9005 (U 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONIC, (26) Ibd X 2 I2' (USP: (20) Ibd X 2-1/2*)USP HAS MORE NAIL OPTIONS: (20) 10d, (28) 10d. 1-1/2', (20) Ibd x 2 1/2'HHDQII-SDS 25+ 11010 UPND 11 14395 (I) I' A.T.R IN HIGH STRENGTH EPDXY, (MIN O' EMBED.) IN CONC, (24) SDS Y.' x A' WOOD SCREWS (USP: (24) Wb3 WOOD SCREWS) HD16 6645 TDX 10 10140 (U 1/V A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (3) 3/4- STUD BOLTS TO WOOD (USP: (4) 1/W BOLTS) 0 MBHA 356/1125 3415 5330 NFM3gX12U 2580 1130 SIMPSON: (1) 3/4* A.TJt IN HIGH STRENGTH EPDXY, (MIN 6.15' EMBEDMENT) IN CU-W. TOP, (U 3/4' ATINHIGH STRENGTH EPDXY, (MIN.6.15' EMBEDMENT) IN CML. FACE, (U'l)10U TO BEAM USP: (I) 12' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSETiREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. W/ MIN 5' EMBED DEPTH INSTALLED IN THE FACE, W V' 14USC412 (WOOD) 363 2660 (FLR) HU54121F 3060 2110 (FLR)5 llO/ I66 i0 HEADER (10) I6d TO WOOD USP: SAT'B AS SIMPSON 3265 (ROOF) 3325 (ROOF) Z Q HUC410 (CMU) 1800 4920 WD410 IF 1305 5000 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD, (USP: (18) 1/4' x V WS3 SCREWS, (10) 106 TO WOOD. USP l20) 3/I6' TAPPER-, (10) 10d TO WOOD = WUC210-2 (CMU) Is" 5085 HD210-21F 1305 5000 08) 1/4' x 2-3/4' TITEN (9 PER FLANGE) i0 CMU, (10) 10d TO WOOD, (UW: (I8) 1/4' x 3' U.153 SCREWS, (10) 10d TO WOOD. USP (20) 3/I6' TAPPER-, (10) IOd TO UIOOD HUC210-3 (CMU) Ib®0 Sobs HD210-31F 1305 500o (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP, (18) 1/4' x 3' W83 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER-, (10) 10d TO WOOD LGUM2(.-2-SDS 1430 5s99 LGUM26-2 2125 6065 (41 3/8' x 4' TTEN HD ANCHORS (2 PER PLAICE) TO CM . (4) 114' X 2 1/2' SDS SCREWS TO WOOD, (4) 3/ ' X 4' WEDG BOLT.e W93 WOODSCREWS HIGH STRENGTH EPDXY • SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARGHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. WHERE ANCHOR EMBEDMENT IS GRATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. •+ IOd COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 239, REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 18 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. + MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' LI I-- O AIR. • 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 / HOG 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/ENGNEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'U100D CONSTRUCTION CONNECTORS G-C2011' , 'NIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING FASTENING SYSTEMS FOR CONCRETE MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x (o UP TO 5'-0' DBL 2 x IS 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO V-0' DBL 2 x 12 V-0' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (it.) UP TO 5'-0' TO B'-0' U.N.O. 4'-II 1/2' 1'-11 I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 F(2 x 12 22 S 2 1AS, OSB NAIL (3) 12d a W-W O.C. 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, U.N.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO WOOD FRAMING SHALL BE MT5-12 3, TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4, REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN C6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-126 HAND DRIVES a EA. END_ CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS, 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302,12, S.REFER TO DETAIL 6 SHEET D5 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A R C R I T E C T 81 6 Design Grou .2. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-774-6078 FAX: 407.7744078 www.abdeslgngroup.com AA M. 0003325 J F h W V W 0 F yC y 4 F 0 Ii BTJ9DIV: a LSILVERADO LOT #17 BLK #6 ROJi9CTfp 04128.000-01761 >tcoa>eee� 4EBB "1828—CALI" GARAGM SWMG: LEFT PAGB: CONNECTOR SCHEDULE 150 MPH EXP. B mm 11/07/17 BCALft 1/4"=1'-O" EDMO T 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES -6 129,V OUTLET 20 AMP SNOLE POLE 110V OUTLET IIOV OUTLET N OP OUTLET WRED TO SWTCH (4FI 110v OUTLET P. PLO-T a ITMMP— Ww*T TT(TAMPER IQNSTANT TTPEJ a@ 220V OUTLET 141 W O 00-ECTION II1IPP EXT.—ERPRXT GeRAFID FAULT GFI OU LT WMARUP" �j WTOH [NUITCM 9-WAT OPER �4 81WTOH 4-WAY OPER I � 0 W4LL MgMED L. CEILBIC LIGHT VP PROGF LVAFOR I ff �Q` RF-cESBED CAN WALL SCONCE P'I�•WRED eVENT. FYJ I cm FER ANT. FAN w&k3w I CIM RR BO. PT. V FO DTE (BPEC'S TOPam OT eu4W' �l PLUOREI�CENT 2AROIM 21PLUORESCENT 4' FLUOI 26C T -°--en---:.-: 4' TRAGIC LIGHT h= 6 PANEL ofiam METER / t • 1 sD. BMOKE OETEOTOR ����n�R�P•� ® B/CO a' DElECiOR �.� NTER.COPfECTw SHALL ME A O%TANC OF NOT LESS t1EN 4' M IgLL RNDAM LKaHT �l1�� 11/ OUTLETn fa4S ► TELEPHONE JAOC D4TER HEATER DIBCQTIECT AIR CR al DISCONtCT U TELEVINCN JACK C LNG O Pe RE ERI TO &A CIRTED N J J-Cole ACCOO RDANCE W/ DO>t MAI1KEp AE SYCH FOR TO BE SUPPORIIID N CEILNG PA.11.1 M ACCORDANCE UV ®OX MARKED AE OUCH FOR PLOOD LK�M OPT. SECURITY 10!YPAD PA RaH-eurtow FGR CNMES UBe FORT LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION f2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISGC "'4ECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OP F'BCR 5TH ED (20I4). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FEY-2 5TH ED (2014). coN� METEF FIELD VERIF LOC. _____________ OPT. COACH LIGHT ELECTRICAL PLAN 150 AMP ELECTRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHN/THLL.N UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 "1 COPPER (CU) IN 1-1/2" CIA 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. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE -DV HOUSE PLAN: MODEL "'CALI- LOAD INFORMATION VA 1828 BO FT GENERAL LLGNTING X 3 VA FEN 3Q FT 54" 2 20 AYP APPLUNM CIRCUIT AT 1300 VA SA 3000 1 WUNDRY CLRCULT 1000 RANGE AT NA P TE RATING ON COOETOP/OVEN 12000 1 wA Im LATER aEoo 1 DBAlIAE2RR 1200 1 CIOTilliB DRYER 8000 1 DLTP09AL 000 1mRowAVE 1D00 1 REFRIGERATOR 1300 BUR'TOTAL OF G� IAAD 38884 FIST 10 EVA OF OENBIiAl tOAD AT 100E 10000 RI•JIADTDER OF Gm1ERAL LOAD AT 40% 288" VA .4 10384 TOTAL NET GENERAL LOAD 20384 — TON NEAT FU1m (w/ EEw dRMENCY NEAT S ) 21 A11P :[ 240 VAS --- 3.8 TON COOLING B"nm b AMP s 240 VA- • "00 NET GENERAL LOAD 203E4 NET 'TOTAL m- 2600 TOTAL LOAD 2 4 CALCULATED LOAD FOR SERVICE ERPE4 VA/24D v- IP0 AW 150 AMP SERVICE -WORST CABS SCENARIO - NMNEBT HVAC LOAD UBED MR CALOU MNR• NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14283 VA 3000 VA a 100%, REMAINDER o 35 % NET LOAD: 6,S4S VA RANGE: 120M 0 10% 8,400 VA DRYER: 5,000 61 10% 3500 VA TOTAL 180413 VA NEUTRAL AAPACITY: 18,489 / 240 • 18 A "2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3"2/0 CU, THWN • 1% CU IN 2' CONDUIT OR 3 410 AL, THIN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 50A/2P MCB TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMNAL AT LOU) VOLTAGE CONNECTIONS 1 "4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PRCV15IONS OF THE FBCR 5TH EDITION (2014), 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C H I T E C T 6 Design Group.... .2. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W y U 1wG O y O F 0., aysaiv & L07 SILVERADO LOT #17 BLK #6 PROJ=T# 04128.000-01761 moaa� 4EBB "1828- CALI" GARAGM awns: LEFT PAGE: ELECTRICAL PLAN 150 MPH EXP. B HVAC NOTES I. ALL MECHANICAL EQUIPMENT SHALL BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2. ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB 4 MASTIC, AND INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 161 CLASS I AIR DUCT AS PER NFPA SOA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 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 51H EDITION (2014) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403, 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. 9, ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'5 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. R DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® 51DE-WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK -- BROKEN LINE. RETURN TRUNK 1 BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN + LIGHT O/A OUTSIDE AIR THEW05TAT m PA55-THRU AIR GRILL NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING 00 EXTERIOR WALL PLENUM - T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY J REFRIGERANT LINES AIR HANDLER EXTERIOR WALL 3/4' PVC CONDENSATE DRAIN LINE SECURE STRAP TO CONECONC. W/ (2)-3/16'X2' TAPCONS CONDENSER UNIT 5IMP50N WB ROLL STRAP EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB OR EQUAL REFRIGERANT LINES TO PLATFORM - RETURN CONDENSING UNIT !�-- TRAP DRAIN LINE AND TERMINATE 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ C2) "8X1 1/4' SHT. MTL. SCREWS IN AN DRAIN,AS PER RI 5TPFEDITION MECHANICAL BLDG. CODE CONDENSER UNIT SECTION 3012.1.1 HVAC DRAINS CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD m 12' FROM STRUCTURE SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRASS PLUG FITTING OR EXTENSION TO 501L OR WASTE AS 1 1 REQUIRED — WADE 8240-K JOSAM 56000 INSIDE I I SERIES NICKEL BRASS TOP CAULK ) ( P.v.0 OPTI/SPEC -- - P SEE SITE PLAN (I)FLOOR SLAB CLEAN —OUT (TYPN ) TS COUNTERSUNK G.D. PLUG 7`I 8EE SPEC. 17 77 —�� —� r-e xa coNc. FIN. GRADE\ OR PAVING — FITTING OR I EXTENSION TO SOIL OR WASTE AS REQUIRED I I 1 i ' IN -. SEE 751TE PLAN NEXT. GROUND CLEAN —OUT TYPN FIRST FLOOR MECHANICAL PLAN PROGRESSIVE AIR SYSTEMS 05/20/14 A R C N I T E C T 3 6 Despin Grou 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAX 407.7744078 www.a bdesigngroup.com AA #: 0003325 L4 U m 0 F h O F 0 Sumwv. da LOTs SILVERADO LOT #17 BLK #6 PROJECT* 04128.000-01761 HoDEL: 4EBB 1828- CALI" GARAGE OWING - LEFT PAGE: MECHANICAL PLAN 150 MPH EXP. B (U • ReDAR VHZTICALLT W CONG PCUR CELL 8EB eNERGY COD! PCRM6 POR m� , - • . A• GONG. REN. W SSW' W4XUII.dD WW W NDYATION R-VALUlS _ Tpr1Y16D PNDN Q Ft-�� BlCWI! P.I. T. PLArz TO CONC. 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TRACK m FNBH RNR w ° IEICIBe FOIE m• GawaGE oomR 0 IpgN9ell GYP. ED. d W]Op H 0 '� J IT. �C LP1' Q ? ,� � L F.7 c oN cHAn]e K-MLP��6T�ON •k—TREATMeNi SHALL e! DDIE4-tale! / -'' 2 b B6 A m 3 - ' "I Imo' T RIpAR GN OHAMB v ReBaR a+ aurae 2-STORY FOOTING m'A 2-STORY FOOTING n1 AT GARAGE CONCRETE PAD 9 SLAB AT S.G.D. 10 GARAGE DOOR FOOTING 11 �1 SHOWER RECESS FOOTER ° �1W/ BLOCK WALL SCALE: I!l•.i'-D• �.�-�•,'� BC.Y-E. r.r-r eCALp IR'•I'-O' 1 r.. ECKl. I••I'-0' 1 J SCALE li1'.1'_m• -� -��-�DAl11.K AID EEAL GIBIIED DGW !.M J,VARli PeR eLlV. aqe LNE re eERra:AL PlDAR - C TE VERTICAL 11EDaR T01IC.1e20IftAl I �• PVC eLEEVE PCR 6Ae Lr$ 9 d-m' FN. 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REBAR LAP PIPE THROUGH ��� REINFORCINGFI c' `� BEARING CHANGE 1-STORY FOOTING (tee A OMITTED D0� WELS REBAR LAP AT FOOTING $ D , �•.I'-• AT LINTEL CORNERS C . -m D W/ BLOCK WALL G:171' ALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A R C N I T E C T I 6 Deign Grous.2. {41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32780 PH: 407-7746078 FAX: 407-774.407a www.abdeslgngroup.com AA M: 0003326 F h W O V 0 y O F O v SVnDIV. as LOT: SILVERADO LOT #17 BLK #6 PROJRCT* 04128.000-01761 MODm& 4EBB 1828— CALI" GARAGE 8WENG' LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B A 0 R Y 17 C P T! /—SECURE 2x6 MN, TO BLK W/(2)h' / ANCHOR BOLT W/2'WASHER SET / IN SMPSON HIGH STRENGTH EPDXY 4' EMBED. 77— SECURE 2x4 ON ❑' - - FLAT TO BLK W/ CUT NAILS. SIDES: L 2X6 GARAGE DOOR BUCK W/ (3) h'XS' J-BOLTS 4' EMBEDMENT MIN. W/ 2'X2'XYs WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR N JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK s CENTER OF DOOR HEADER WX2'XX)(I)Y,'XS' J-BOLTS 4' EMBEDMENT W/ 2'e' WASNgR AND NUT g NOTES, ALL ANCHORS SMALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WMeRE SUCH INSTRUCTIONS ARE MOB STRINGENT UANAIdt DUUN (g1BUCK ATTACHMENT $GALE, V2'.I'-O' 2X4X4' SECURE TO TRUSS W/ 3-12d 6'-S' OC. MAX TYP. 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TO BLK W/ META-16 7 2'-0" IQ'.EXTENSION ® OPT SERVICE DR. SCALE, 2X4 SECURED TO GABLE END W/(2)12d-EA. UPRIGHT 2X4 SECURED TO I-2%4 BLACKER • EA RAFTER LEA RAFTER K 'TER 2x4 RAFTER • 24' OC. A FRAMED OVERHANG �Q�NOT USED v rj—�_STICK BUILT WALL DETAIL N.TS. PRE -EEG TRESSES 98 W/ TRU CONNECTOR VERIFY W/ 8P8 EA. STUD TOP �� OM FRAMING PLAN PRE-EN'G TRUSSES W/TRESS DOUBLE TOP PLATE HEADER CONNECTOR UP TO 01000 UPLIFT CRIPPLE STUDS • 16, OC. MAX DOUBLE ?OP PLATE SIMPSON LSTA-12 s EA JACK SIMPSON META-24 • EA JACK STUD, BOTH SIDES OF OPENING 2x6 STUDS • 16' OC. MAX W/ SHEATHING. SHEATHING TO BE ix STUDS I6' OC. MAX W/ WITHIN }' OF WINDOW/ DOOR SHEATHING. SHEATHING TO BE oPEui as _ OPENING AND SECURE PER WITHIN }' OF WINDOW/ DOOR FASTENER SCHEDULE OPENING AND SECURE PER (2) STUDS, (2) JACKS • EA FASTENER SCHEDULE SIDE OF OPENING KING STUDS (SEE HEADER JACK STUD ASSEMBLY TO BE SPAN CHART FOR DETAILS SECURED ONE PLY q TIME. AND SPECIFICATION) M USE 12d NAILS, TWO WITHIN 6' JACKS (SEE HEADER SPAN FROM EACH END N NO MORE CHART FOR DETAILS AND THAN 72' O.C. STAGGERED SPECIFICATION) WINDOW SILL W/CRIPPLES JACK STUD ASSEMBLY TO BE 16, OC. SECURED ONE PLY • A TIME. USE 12d NAIL$, TWO WITHIN 6' }' DIA ANCHOR BOLT AT 16' O.C. MAX WITH 1' FROM EACH END ✓I NO MORE EMBEDMENT AND 2' THAN 12' O.C. STAGGERED DIA. WASHER SP4 OR HS s TOP AND SIMPSON MSTAM-24 s EA. BOTTOM PLATES s EA FULL JACK, SECURED W/ LENGTH STUD, BOTH SIDES SPECIFIED ANCHORS OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. 2X8 P.T. BOTTOM PLATE _ SHEATHING MUST NOT BREAK 1'.4' MIN. FROM 2ND --l_ ._ .7— TYP. EXTERIOR WINDOW/ DOOR FLR LINE' cJ OPENING WD FRAMED W FLOOR TRUSS SCALE, IR'.P_0• FASTENER SCHEDULE ROOF DIAPHRAGM USE 1/16' OSB. OR 1/2' COX PLY WITH 'S RING SHANK CAN NAILS AT 4' OC. AT SUPPORTED PANEL EDGES AND '8 RING SHANK GW NAILS AT 6. OC. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE -S GUN NAILS s 4' O.G. EXTERIOR SHEATHING USE 1/16, O.SB. OR W2' PLY WITH 'S RING $HANK GUN NAILS AT 6' OC. AT PANEL SIDES AND 'B RING WITH GUN NAILS 4' O.C. TOP N BOTTOM PANEL AND M RNG SHANK. WIN NAILS AT 6' OC. AT INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RMG SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE STQ 8d ROUNDMODIFIE 2 3/8' .IB Il0)a0® TOP CORD BLOCKING AT 4' OR T OC. MAX. N FIRST 2 FRAMER NOgy NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL 1 TOOL ASSOCIATION I. 0.1M INCH NOMINAL SHANK DIAMETER 2. RING DIAMETER OF 0IDI2 OVER SHANK DIAMETER 3. 16 TO 20 RINGS PER INCH 4. 0280 INCH FULL ROUND HEAD DIAMETER S. 2 INCH NAIL LENGTH ROOF 514EAT+41NG LAYOUT AND ENDWALL BRACING FOR GABLE END FRAMING SPACES AT EACH END. RAFTER OR TiF186 ROOF SHEATHING-, (, BUILDING LENGTH I �5 WINDOW OPENING ® 2—STORY WALL :B RII.G SHAWL GWI N 11 . 4' oc. I TYP. EXT. SHEATHING ATTACHMENT FOR WALL SHEATHING (OSB TO BE STRUCTURAL GRADE) NOTE: TTP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.SB. TO BE STRUCTURAL GRADEI CONNECTORS FROM STUD TO PLATE ARE NOT RECUIRED EXCEPT • OPENINGS TRUSA�S.CMWALL MTS- lA6. 2X4 BTM PLA2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. 1/16, CBS. V2' AB. W/ MIN. 1'EMBEDMENT LOCATE 6'.8' FROM ENDS AND 32' OC. MAX. TEXTURED FINISH MTS-1META-16 92' O PRE-ENGINEERED TRUSS KNEE WALL DETAIL 2 ALE:IR'.r-TO BLOCK sc0' 2. TO BLOCK TAPCCNS OR -IN ANK SIZE .149) BED.I I') OF EACH D 18' OC. MAX'. SHEATHING OR-� -LYWOOD X:K9 L 1 j �1ARCH WINDOW FRAME A SECTION SCALE: I/2'4'-0' C'S RING SWANK GUN NAILS • 6' O.G. N FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OSB. TO BE STRUCTURAL GRADE) '8 2- DECK SCREWS • 6'-e' D.C. MAX • EDGES 1 12' OC. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING \ TYP. 3/4'TNG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENS. TRU88 DSL. 2X TOP PLATE l/I6' OSB. q& 2X BLOCKING TOP OF 1/IG' O.S.B. 2X STUDS Ib' OC. MAX' 2X BTM.PLATE 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR TRUSS 2X4 . TOP 1 m BOTTOM CANT. W/ (S) 12d NAILS WETA-16 BILK. WALL @ CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 114' GAP FROM BLK TO OSB. OAT PERIMETER2 OSB. TO PROVIDE CONT, NAIL PATTERN O REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING • TOP OF WOOD FRAMED WALL TO BE STAGGaERED MIN. OF 16' FROM SHEET BELOW ® INSTALL ALL SHEETS W,FACE GRAN PARALLEL TO STUDS 9 EXT. WALL SHEATHING SCALE: I/1'.I'-0' Design Grou :n�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.. AA N: 0003325 h Chi h Z 0 c� N/1 O F O 0 N U a U MON ae LOT SILVERADO LOT #17 BLK #6 PROJmICT* 04128.000-01761 4EBB "1828- CALI" GARAGR BWMG: LEFT PAGR: MISC. DETAILS 150 MPH EXP. B F 11/07/17 : 1/4"=1'—O" D2 FIBERGLASS SHINGLES OVER "30 FELT PAPER INSTALLED PER FBCR R5052.1 ON 16' O.S.S. 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 EMBED. STRAP VERIFY W/ TRUSS PLAN %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD — CONSTRUC iEE ENERGY CODE FORMS :OR INSULATION R-VALUES ' GYPSUM BOARD OR }' HIG ,TRENGTH CLG. BOARD :ONC, FILLED LINTEL BLK W/ 1) 05 REBAR CONTINUOUS 'RECAST LINTEL ,EE ENERGY CODE FORMS OR INSULATION R-VALUES 11NDOW ATTACHMENT AS PER MANUFACTURES 5PECIF CAT IONS PRECAST SILL (1) 415 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS a 16' O.C. 8' CMU 1/2' GYP. WL. SD, WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4' 21-0' 1/16, O.S.B. OR }' CDX TYVEK BUILDING WRAP FORTIFIBER BLDG PAP GALVD MTL. LATH 1/5' TEXTURED FINISH e WOOD Ye' TO V MID WALL WEEP SCREED Z Q � J -8' CMU -5/8' TEXTURED FINISH 0 MASONRY WEEP SCREED DETAIL C) WOOD TO 2)t2 "J tS l.V1VIN. SCALE: 1 I/2' = I' - 0' ���NOT USED a' CMU Y1' DRYWALL FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED 2x4 BLOCKING BETWEEN PER FBGR R905.2.1 ON TRUSSES WHERE 'X' BRACII O.S.B. SHEATHING OR }' CDX IS PRESENT PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG GABLE TRUSS P.T. Ix2 W/ MTL. DRIP EDGE 2x4 NAILER 2x4 OR 2x6 SUB -BAND CONT. 2x4 RAT RUN SECURE PER ELEVATIONS m W/ (2)12d's m EACH TRUSS TYP. VENTED ALUM. SOFFIT o.H. TO BE INSTALLED e MID. POINT OF TRUSS SPAN, OR STIFFBACK (SEE SEALED 10'-0' O.C. MAX. TRUSS ENG. FOR SIZE 4 --' SEE ENERGY CODE FORMS CONDITION.) FOR INSULATION R-VALUES O.S.B. SHEATHING OR %' i' GYPSUM BOARD OR CDX PLYWOOD. ATTACHED HIGH STRENGTH CLG. PER FASTENER SCHEDULE BOARD ON SHEET D5 1/8' THICK, 3 COAT FILLED LINTEL BLK I PORTLAND CEMENT PLASTER (1) 05 REBAR CONTINUOUS OVER EXPANDED GALV'D S BEE BEE ENERGY CODE FORMS METAL LATH ON FORTIFIBER INSULATION R-VALUES JUM50TEX GRADE 'D' PAPER PRECAST LINTEL OVER TYVEK BUILDING WRAP WINDOW ATTACHMENT AS (REFER TO STUCCO SPECS PER MANUFACTURES FOR COMPLETE INFORMATION) SPECIFICATIONS WEEP SCREED PRECAST SILL (SEE DETAIL 2) (1) S REBAR VERTICALLY SECURE GABLE TO 2x6 P.T. W/ CONC. POURED CELL PLATE W/ 12d's 8' O.C. MAX Ix2 P.T. FURRING STRIPS w I6' O.C. SECURE 2x6 PT. PLATE TO 8' CMU BLK W/ 1J'x3' ANCHOR BOLT W/ I/2' GYP. WL. BD. 2' WASHER SET IN SIMPSON WOOD BASE HIGH STRENGTH EPDXY 1' EMBED. MIN. m 32' OC MAX. %' THICK, 3 COAT ~ PORTLAND CEMENT PLASTER APPLIED w DIRECTLY TO MASONRY z () 0 1—STORY GABLE 9BLOCK WALL SCALE: 3/4'-1'-0' MC'P,T. NAILERtI'X4'OR Ix4P.T.OR% 4'MIN.SECURE THRU FRAME 4 EXTEND I-V INTO BLOCK W/ ?I(.' TAPCONS OR DRIVE P❑(MIN. SIZE MIN HEAD SIZE 0e -See MIN EMBEDMENT 4 E WITHIN 8' OF EACH END 4 b' _�=k O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUME, JAMB (DO NOT EXCEED YV) DOOR JAMB TO BLOCK +3/4 OR +5/4 (_1 WINDOWTO BLOCK +3/4 OR +5/4 tf SCALE: 1*.I'-m' 2x4: CM SECURE TO BLOCK W/ jb ' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN HEAD SIZE .300 MIN. EMBEDMENT I Y4•) WITHIN S' OF EACH END 4 B' Or- MAX FACING. 2X6: CEM i0 OCKDRIT W1PN SECURE TO TAPCONS R DRIVE PM (MIN. SHANK SIZE .145 ❑ MIN. 1EAD SIZE 300 MIN, EMBEDMENT I V) WITHM 8' OF EACH END 4 V O.C. MAX SPACING. a' C•AJ 2X6 ® )V DRYWALL SECURE TO BLOCK W2-i6' TAPCONS OR DRIVE PM I'x4' OR 1'X2' P.T. NAILER (MIN. SWANK SIZE.145 DOOR CASING MR 1EAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT I V) ATTACH TO 2X PER WITHM e' OF EACH END 4 B' OC. MAX FACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.') DOOR JAMB TO BLOCK +1—" WINDOW TO BLOCK +1-1/2" SCALE, 2X4, CM SECURE TO BLOCK W/)W TAPCCNS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y') WITHIN 8' OF EACH END 4 IS' OC. MAX SPACING. 2X6, CEM SECURE TO BLOCK W/2-96' NOTE, STRUCTURAL 2X MUST TAPCONS OR DRIVE PM BE ONOUTSIDE 4 SECURED (MIN SHANK SIZE J45 THROYH NON-STRUCTURAL MIN. HEAD SIZE 300 %' TAPCON MIN 144' MIN EMBEDMENT I Y.') EMBEDMENT INTO 61.00K. WITHIN S' OF EACH END 4 a' cm IS' O.C. MAX SPACING. )'DRYWALL 2X8, ® SECURE TO BLOCK W/t-' I'X4' OR III P.T. HAILER TAPCONS OR DRIVE PM )6' OBB. X 4' MIN (MIN, SHANK SIZE.145 DOOR CAST G MIN. HEAD SIZE 300 DOOR JAMS OR WINDOW MIN. EFBEDMENT I Y.`) ATTACH TO 2X PER WITHM 1E OF EACH END 4 IS, O.G. MAX SPACING. MANUFACTURESDETAILS. NOTE, SI4M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y`) DOOR JAMB TO BLOCK +1-15/16" r1 WINDOW TO BLOCK +1-15/16" I SCALE: 2X4, CM SECURE TO BLOCK W/ 3(N' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE.145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Yi ) WITHIN 0' OF EACH END 4 IS' OC. MAX FACING 2X6: CIM SECURE TO BLOCK W/2-v NOTE, STRUCTURAL 2X MUST TAPCONS OR DRIVE PM BE ON OUTSIDE 4 SECURED (MR SHANK SIZE .145 THROUGH NON-SIRICTURA.L MIN. HEAD SIZE MINTTO I V EMBEDMENT YEN EEMBEDDMMENNTON BLOCK WITHINMIN. WITH8' OF EACH END 4 a, cm 18' OC. MAX FACING. h' DRYWALL 2X6 ® SECURE TO BLOCK W2-%- I•X4' OR I'.' P.T. NAILER TAPC4" OR DRIVE PM I' P.T. X 4' MIN. (MIN. SHANK SIZE.14S DOOR CASING ZHEAD SIZE 300 DOOR JAMB OR WINDOW EMBEDMENT I )w ATTACH TO 2X PER WITHIN 8' OF EACH END 4 18' OC. MAX FACING. MANFACTURES DETAILS, NOTE: SNM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +2 1/4" �D1 WINDOW TO BLOCK +2 1/4" SCALE: FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RS05.2.1 ON �,' O.S.S. 51-IEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. 1x2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION.) — O.S.B. SHEATHING OR CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET 05 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALv'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED. (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8' O.C. MAX SECURE 2x6 PT. PLATE TO BLK W/ J'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. -m 32' OC MAX. V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT / PRE-ENG GABLE TRU56 CONT, 2x4 RAT RUN SECURED W/ (2) 12d's aT EACH TRUSS o, TO BE INSTALLED 6 MID. POINT OF TYR TRUSS SPAN, OR 10'-0' O.C. MAX. off SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD 2x4 NAILER 2x4 m 24' O.G. is INTERIOR KNEE WALL CONIC. FILLED LINTEL BLK W/ (1) S REBAR CONTINUOUS DIRECTLY TO MASONRY z r� L 7zo a 1—STORY GABLE W/ VAULT CLG. UI—B—p) BLOCK WALL SCALE: 3/4' = I' -0' 2X4: CM SECURE TO BLOCK W/' TAPCONS OR DRIVE PIN (MIN. SWANK SIZE J45 MIN. HEAD SIZE 300 MIN, EMBEDMENT I)1,') WITHIN S' OP EACH END 4 IB' O.C. MAX SPACING, 2X6: CM SECURE TO BLOCK W/2-96' TAPOONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIR SHANK SIZE .145 BE ON OUTSIDE 4 SECURED MIN HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN EMBEDMENT I Y') %' TAPCON MIN. 1411' WTHM 8' OF EACH END 4 EMBEDMENT INTO BLOCK IB' OC. MAX SPACING. a, ct-u 2X6 ® )F DRYWALL SECURE TO BLOCK W2-96' iAPCONB OR DRIVE PM i'X4' OR I'XI' P.T. NAILER (MIN. SHANK SIZE.145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT 14') ATTACH TO 2X PER WITHIN 8. OF EACH END 4 I8' O.C. MAX SPACING. MANFACTURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMBS (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +T v WINDOW TO BLOCK +3" SCALE: I'. P-0' 2X4: CM SECURE TO BLOCK W/ 1U6• TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE MO MIN EMBEDMENT I Y.') WITHM 8' OF EACH END 4 18' OC. MAX FACING. NOTE. STRUCTURAL 2X "AT BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL 2X6: ® %' TAPCON MIN I-V SECURE TO BLOCK W/2-86' EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PM (MIN. SHANK SIZE.W5 ❑ MIN. HEAD SIZE 300 A' DRYWALL MIN. EMBEDMENT IV) WITHM B' OF EACH END 4 I'X4' OR I'XV P.T. NAILER 18' OC, MAX FACING. 2ND 2X SECURE TO 2X6 ® STRUCTURAL MEMBER W/(2)Ud SECURE TO BLOCK I V , WITH8' OF EACH END 4 6• TAPCONS OR DRIVE PIN TO a' OC. MAX (MIN SHANK SIZE.145 DOOR CASING MIN HEAD SIZE 900 DOOR JAMB OR WINDOW MIN EMBEDMENT I V) ATTACH TO 2X PER WITHIN 8' OF EACH END 4 Is. OC. MAX FACING. MANIUFACIURES DETAILS. NOTE. SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V DOOR JAMB TO BLOCK +T �1 WINDOW TO BLOCK +3" 1SCALE: I'.I'-0' PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONC, POURED CELL Ix2 P.T. FURRING STRIPS s Vo' O.G. 8' CMU 1/2' GYP. WL, BD. WOOD BASE NOTE: PER FBGR'505.2.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED, FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER A5TM D22h TYPE II, ABTM D 466S TYPE IV, OR ASTM D 6151 2X4: CEO SECURE TO BLOCK Wb: TAPCONS OR DRIVE PM (MIN. SHANK SIZE .10 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 B' OC. MAX SPACRY. 2X6: SECURE TO BLOCK W/1.1/4• NOTE: STRUCTURAL ZX MUST TAPCONS OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN. SHANK SIZE .145 THROUGH NON-STRUCTURAL MIN HEAD SIZE 300 %' TAPCON MIN I -A' MR EMBEDMENT IY4') EMBEDMENT INTO BLOCK WITHIN e' OF EACH END 4 IS' O.C. MAX SPACING. e' CMU 2X6 ® 1$' DRYWALL SECURE TO BLOCK W/1.1/4'. 1'X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN 36' 0.6m. X 4' MIN (MIN. SHANK SIZE J45 MIN HEAD SIZE 900 DOOR CASING MIN EMBEDMENT IYi) DOOR JAMS OR WINDOW WITHIN V OF EACH END 4 IS' OC. MAX FAr ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7 16" 9CALE, P.I'-V 2X4: CM SECURE TO BLOCK U04 TAPCONS OR DRIVE PM (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4') WITHIN S' OF EACH END 4 18' OC. MAX FACING. 2X6: CEM SECURE TO BLOCK WA-1/4' TAPCONS OR DRIVE PM NOTE 9TRICTURAL 2X MUST(MIN. SHANK SIZE .149 BE ON OUTSIDE 4 SECURED MIN HEAD SIZE 900 THROUGH NON-STRUCTURAL MR EMBEDMENT I Yf) N.' TAPCON MK I-Y' WITH0' OF EACH END 4 OMENT INTO BLOCK IW O.C. MAX FACING. a, cm 2X6 ® K' DRYWALL SECURE TO BLOCK WA-114' TAPCONS OR DRIVE PIN I'X4. OR 150' P.T. NAILER (MIN. SHANK SIZE .145 I' P.T, X 4' MIN MIR HEAD SIZE 300 DOOR CASING MR EMBEDMENT I Y4') WITHIN 8' Cr EACH END 4 DOOR JAMS OR WINDOW B' OC. MAX FACING. Al. TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W) DOOR JAMB TO BLOCK +3 3/4" u1 WINDOW TO BLOCK +3 3/4" SCALE, I'.1'-0' A R C N IT E C T 5 6 Design Grou �2. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 m 0 c F 0 N 0 U avBDiv 4iQ 7401`. SILVERADO LOT #17 BLK #6 PRGJW fi 04128.000-01761 MODSLc 4EBB "1828—CALI" GAItAGIC BWJNG. LEFT PAGIC: MONOLITHIC 1—STORY WALL SECTIONS & NOTES 150 MPH EXP. B rDA7M 11/07/17 8CAI�: 1 /4"=1'— 0" axe IF -JN3 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R005.2.1 ON J' 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 ig D.S.B. SHEATHING OR P CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5. 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYvEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT, 10 TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS 9 EACH TRUSS, BTM. RIBBON TO BE P.T. - WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY FIRST FLOOR BLOCK SECOND U-11_-�FLOOR FRAME SCALE: 2x STUDS 0 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS SIMPSON HETA-16 EMBED. STRAP -6 32' O.C. MAX VERIFY W/ TRUSS PLAN J' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD SEE ENERGY CODE FORMS =OR INSULATION R-VALUES I. GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS m I6' O.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) 1' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) i15 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) S REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS N 16' O.G. 8' CMU 1/2' GYP. WL, BD, WOOD BASE O.S.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/5' 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) 2x4 CONT. ® TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS m EACH TRUSS, BTM. RIBBON TO BE P.T. WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP vERIFY W/ TRUSS PLAN 5/e THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RS05.2.1 ON �"' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. 1X2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ i'x6' THRU-BOLTS o 32' O.G. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 12d's 6' O.G. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 0 24' O.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 16 O.S.B. SHEATHING OR }' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE; SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT. m TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS 9 EACH TRUSS. BTM. RIBBON TO BE P.T. WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN g/8 THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2-STORY GABLE FIRST FLOOR BLOCK SECOND FLOOR FRAME 1 tl SCALE: 3/4' FLOOR CONNECTION AT PARALLE 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 12d's A EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' GYPSUM BOARD OR J' HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS is 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) I' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) "5 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURER SPECIFICATIONS PRECAST SILL (U S REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS I6' O.C. i e' CMU I/2' GYP. WL. BD. ---WOOD BASE 2x STUDS s 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE NOTE: PER FBCR 505.2.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED, FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4865 TYPE IV, OR ASTM D 6151 3/4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 PRE-ENG FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS a EACH TRUSS. ' GYPSUM BOARD OR BTM, RIBBON TO BE P.T. HIGH STRENGTH CLG. BOARD PRE-ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) CONIC. FILLED LINTEL BLK W/ (1) S REBAR CONTINUOUS CONIC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS RIBBON FASTENING DETAIL SCALE: 3/4'=I'-0' FIBERGLASS SHINGLES OVER '30 FELT PAPER INSTALLED PER FBCR R9052.1 ON J' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. 1X2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 1,0000 UPLIFT - CONNECTOR 2x8 SYP "2 — DBL TOP PLATE WALL SHEATHING 2x8 SYP "2 — WOOD STUDS AT 12' O.C. MAX 2x8 P.T. SYP "2 SOLE PLATE °5 REBAR O I6' O.G. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN, SEE ENERGY CODE FORMS FOR INSULATION R-VALUES z ,u �7 ro WALL z SECTION WOOD FRAME TO z 1B LOCK WALL FASTEN STUDS TO BLOCK WALL WITH USP MSTA48 STRAP WITH FASTENERS AS SHOW INSTALL STRAP • EA. END (UNO) 4 SPACE STRAPS AS FOLLOWS: -110 MPH 'C': 32' O.C. -160 MPH 'C', 32' OO. -B0 MPH 'B', 48' OL. -140 MPH 'C' 48' D.C. TOP OF STUDWALL _ WOLE PL4_ V m rof MABA6 ONR9' WALL CHU BLOCK WALL SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD SIMPSON SP2 m EA. 2X8 STUD I' DRY WALL J' DIA ANCHOR BOLT AT 16' O.C. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMPSON SPI 6 EA, 2X8 STUD (1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (U 05 REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL Ix2 P.T. FURRING STRIPS ® fro O.C. 8' GMU 1/2' GYP. WL. BD. (1) •4 CONTINUOUS REBAR WOOD BASE 04 REBAR 46' LONG W/6' HOOK s 24' O.G., MIN. 24' IN SLAB 2'-0" CMIN. I{' 4' CONIC., REINF. W/ ro o WIAXWI.40 WWM ON 6-MIL POLY • ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE (3) S REBAR ON CHAIRS — 2 PLACE STRAPS SPACED AND FASTENED AS SNpIN WTH ONE ADDITIONAL STRAP AT EACH WINDOW KING BTUp 06 COMMON NAILS D (0.148 DIA X 1 1/2' :]=1ILLALL REMAINING STRAP HOLES W/ Wd NAILS INTO WOOD BACKING DO NOT PLACE SCREW IN TOP HOLE NEAREST TO TOP OF CMU BLOCK WALL wj II COMIECT BOTTCM OF STRAP TO CMU BLOCK WALL - _ W/ (U 3/I6' DIA X I- 1/4' LONG TAPCON MA - SCREWS EXTERIOR STUD WALL CONNECTION . TO FIRST FLOOR MASONRY WALL A R C N I T E C T 8 6 min E. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407.774-6078 FAX 407-7744078 www.abdeslgngroup.ean AA #: 0003326 w x 0 y 0 F 0 0 9 r V8D SILVERADO LOT #17 BLK #6 PROJZCTOF 04128.000— 01761 x01DRU 4EBB "1828—CALI" GA %AGZ DWIN is LEFT PAOX. MONOLITHIC 2—STORY WALL SECTIONS & NOTES 150 MPH EXP. B DI►Tij 11/07/17 SCALD 1/4"=1'-0" 4>rsR�T 4 PRECAST 4EADEWMN) 2 X 4 (MN 2 X 3) 1.3/16 TAPCON OR DRIVE PIN (MN SHANK SIZE.IAB MIN HEAD SIZE 300 MIN EMBEDMENT 1 114') B' FROM EACH END AND O.C. MAX. MIN 1-1/4' EMBEDMENT,_ 2 X 6 (MIN 2 X 3) 2-3/I6 TAPCON ni OR DRIVE PIN (MIN SHANC 912E,145 MIN HEAD SIZE 300 1 MN EMBEDMENT 1 I/4•) 8' FROH EACH END AND E' O,C. MAX MN 1-1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANG 51ZE.145 MN HEAD SIZE 300 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHINGW/ S. PRdi EACH END AND IS' MIN 2-dd PER BLI EA. END O.C. MAX MIN 1.114' EMBEDMENT 1/16' Oe6 BHFATHING CP Al WALL ARCHWAY DETAIL %116" AND UNDER ,GALE: I/2'.I'_D• DBL. TOP PLATE 2X4 16' O.C. MAX. SECURE 2X4 TO D Wd-12d • 6'-A' SECURE 2X4 W/ 2-%' Jf� ll I I TAPCONS OR DRIVE -^ PIN (MN. SHANK SIZE .145 MIN. HEAD SIZE 900 MIN EMBEDMENT 8' E'EMD'� o AAEARCHWAY EXCEED WO., MAX 2X4 SOLID ET. PLATE BLOCKING SECURE 1/2, PLYWOOD. TO SHEATHING WITH OR 1/16' ObB. MIN. 2.12d PER BL - EA END EXTERIOR ARCHWAY v SCALE: 1/2'•I'-0' 1Q. 14,; OSB. OR )j PLYWOOD SHEATHING (2) W ELM FELT Q9 24. WIDE 26 GA GALVANIZED METAL FLASHING MUST ADD DIS10, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. QS FIBERGLASS SHINGLE$ TRUS$ I/2' CLG. BOAR 4 TEXT. 91MP90MJ SP4 2X4 DBL. TOP PLATE e 32, D.C. Imo' DRYWALL 2X4 WOOD STUDS 416- OC., UN.O. ON TRUSS PLAN 2X4 CONT. STRESS BLOCKING MID -WALL 2X4 PT. PLATE SIMF'SON SP4 e 32' O.C. MAX 1/2'XS' AB. 32' OZ. ONO. SLAB W. CONT. 1—STORY INT. BEARING WALL 7 SCALE: V2'•1'•0' NOTE: FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. DBL. TOP PLATE 2X4 16' Or- MAX. EECURE 2X4 IV 2-a(.' V TAPCCNB OR DRIVE PN (MN. SHANK SIZE .I45 MN HEAD SIZE 300 MIN EMBEDMENT I , W/IN B' EA END NOT TO EXCEED BT. SI' OL. MAX irz BLOCKING4 �JN l I \��w TO SHEATHING WITH MIN. 2-12d PER SILK EXTERIOR ARCHWAY EA END PRECAST HEADER(MN) 2 X 4 (MIN I X 3)I-3A6 TAPCON OR DRIVE PIN (MIN SHANK bIZE.145 MIN LEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND B' O.C. MAX MINI-1/4' EMBEDMENT 2 X 6 fMIN i X S) 2-3/16 TAPCCN OR DRIVE PIN (MIIR SHANK SIZE.145 MN LEAD SIZE 300 MIN M EBEDMENT I 1/4')S' FROM EACH END AND IS' OL. MAX MIN 1.1/4' EMBEDMENT 2 X 8 (MIN 2 X 3) 7-3/16 TAPCCN OR DRIVE PIN (MIN SHANK SIZE.WS MNLEAD SIZE 3003001, I6' OSB SHEATNINCx MIN EMBEDMENT 1 1/4') 2X4 Ib' O.C. MAX. 8' FROM EACH END AND 18' (WHEN OVER E' N HE GHTJ O.C. MAX MIN I.1/4' EMBEDMENT 2X4 SOLID BLOCKING — SECURE TO SHEATHING W/ MIN. 2-12d PER SILK EA END ARCHWAY DETAIL 4 16 AND UP SCALE, IR'.I'-0• 5 CLOSED VALLEY FLASHING DETAIL NTb. DOUBLE TOP PLATE 2x4 CONTINOUS STRESS BLOCKING MID WALL SIMfd 32 2.4 STUDS • 16' C.C. MAX, 9Pa 32• U.ON, O.C. j' T 4 G SUBFLOOR GLUEC AND SCREWED AS PER FASTENER SCHEDULE IST FLOOR STUDS TO 2NO FLOOR STUDS SIMPSON META-36 a S2' OL. MAX PRE -ENS FLOOR TRU88 DOUBLE TOP PLATE 2x4 CONTINOUS STRESS BLOCKING MID WALL 2x4 STUDS a 16' OZ. MAX, U.ON. I/2' GYP. ILL. BD. SECURE ST. PLATE TO SLAE W/ I7x8' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN. SIMPS014 SP4 a 32' OZ. MA 8 N 2—STORY L. .W. SCALE: 1/1'•1'-0' PRE-ENG TRUSSES OR CONV. FRAMED RAFTERS O.S.B. SHEATHING OR I' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 2.4 BLOCKING UNDER WALL STUDS SCURE BETWEEN TRUSS BAYS W/ (3) 12d'e EACH END 2. DOUBLE TOP PLATE STUDS a 16, OL, MTS-12 a EVER STUD 2X4 ST. PLATE DORMER 9 ATTACHMENT SCALE: I/2'•I'-0' DBL. TOP PLATE SECURE 2 X RIP TO FIT W/2-12dS 6'-8' OL, MAX. 1/8, TEXTURED FINISH T/16' 08B BHBATNMG 2 X 4 16' OL. MAX (LL 4EN OVER 16' IN HIEGHTJ 2 X 4 (WHEN OVER Ma' IN NIEGHTJ 1/4'TEMPERED MASONITE GLUE . NAIL W/8d'S 8'-I2' O.C. IF NEEDED. 2 X SOLID BLK'G a ARCH SECURE W4-12d EACH END `MTL WOW FRA1"IE 'NOTE: NO GAP • WDW FRAME TO EXCEED 1/4' AIL 2 X 4 (MIN 2 X S) i-S/I6 TAPCON OR DRIVE PM (MN SHLANK 81ZEAS MIN HEAD SIZE 300 MIN EMBEDMENT 1 V4') 8' FROM EACH END AND 10' EXISTING ELK ASV, O.G. MAX. MIN 1-1/4' EMBEDMENT V4' TEXTURED FINISH 2 X 6 (MN 2 X 3) 2-3/16 TAPCON 1/8' TEXTURED FINISH OR DRIVE PIN (MIN eHANC SIZE345 MIN HEAD SIZE 900 1/16' 085 SHEATHING MIN EMBEDMENT 1 I/4') 8' EACH END AND 1. 2 X 4 16' O.C. MAX. MAX. OL. MIN IA/4' EMBEDMENT (WWEN OVER W' IN WE. OVER 2 X 4 (WHEN I6' 2 X 8 (MIN 2 X 3) 2-3/16 TAPCON 16, IN HEIGHT.) OR DRIVE PIN (MN SHAW SIZEA45 MN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 2 X SOLID BLK'G •ARCH SECURE W/2-dd EACH END B' FROM EACH END AND B' ATTACHMENT PER OL. MAX MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL UOW R F 1/4' TEMPERED MASONITE 'NONO TE: GAP • VOW FRAAMEME GLUE 4 NAIL W/Sd'S e'-12- OC. TO EXCEED 1/4' IFNEEDED. ARCHWAY DETAIL rR1 CUTAWAY SCALE: 42'.1'-0' ROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP DWGSJ EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE W/ LISP SPT24 NAIL PER MANUP. SPECS. SECTION AT TOP OF EXTERIOR WALL 6 SGALE:NTS ASPHALT SWN 46 OVER W FELT ON 1/16' OhM. PRE-ENG GABLE TRUSS SPF STIFFBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES 112-ERE 'X' BRACING 19 PRESENT CONY. 2x4 SPF RAT IRl2J SECURED W/ (2) Rd'e s EACH TRUSS !2) 2x4 B.YP. DIAGONAL BRACE W/ (3) 12d'a • EACH TRUSS (DIAGONAL X-15PACIN0. TO COVER 5-TRUSSES a' GYPSU'I BOAR OR I' HIGH STRENGTH CL.G. NOTE: BOARD DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE a ANY $PAN IB'-V OR GRATER REFER TO TRUSS ENS, FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0' (1) X-BRACE 30'-1' TO 60'-C' (3) X-BRACE (1) X-BRACE a CENTER AND (2) BRACE DIVIDED EOUALY FROM CENTER TO END @GABLE X—BRACING SCALE: V2'•I'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN (3) 12d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MR (4) IOd G19J NAILS 2x RAFTERS Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) )Old GUN NAILS a EA TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TRUSSES PRw-ENG. TRUSS MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES FIBERGLASS SHINGLES OVER -30 FELT ON 1/Ib' OSB. CONV. FRAMED ROOF OGALE: V2'•I'•0' TO 30'-0' f11'A' BRACE TO 60'-0(3)'X' BRACE (1 'X' BRACE • CENTER) (2 'X' BRACE DIVIDED EOUALY FRCM CENTER TO END) (2) 2X4 -2 SYP DIAG ONAIL BRACE —/ W/ 3-12d a EA TRUSS ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING WLERIE 'X' SRACNG IS PRESENT (2) 1Od NAILS EA END TO TRUSS SPF STIFPBACK (SEE SEALD ENG. PACK FOR SIZE 4 CONNECTION) VIE' d N SHEATHING TRJS9 26' o.c. USE Bd NAILS 6' 4' oa. EDGE 4 b' —FIELD IR' CLG. BOAR 2X4 W1W/ 9/S' X g LAG e32' C M NAIL CONT. RAT RIN TO 2X SIHP80N �/ META-24 • 32' OL. MAX. TFS158 W/ (2) t2d a EA, ifdl88 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. SHEATHING NAILING TO — 6' OL. IN FIELD DEL TOP PLATE 4' OL.eALL EDGES W/Sd NAILS 2X4 STUD Ib' O.C. MAX n-2 STORY GABLE END CROSS BRACING SCALE: 1/2'•1'-0- • 1115 UPLIFT SIMPSOM HT& -no W/10 IOd TO TRU99 AND (4) I/4' x 2 I/4' TAPCONS TO CONY POURED LINTEL • 2350 UPLIFT (2) SIMP$OM WTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL Wm I" TO TR198 AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL TAP CONS MIN. 2' COVER 2' APART 12 RUSS ANCHOR RETROFIT N Tb. ,2 _Z FINISH 43 LANDING 3/4' PLYWOOD F.F. =_ DBL 2X6 -- I 36" MIN. FINISFJ 1 3/4' PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED THRU 3/4, FINISH LANDING PLYWOOD INTO 3/4' PLYWOOD Ff. EACH STRINGER 3-2xI2 SYP STRINGER ' DBL 2XI2 REINFORCED W/2X4 SPFO FLOOR JOIST W/CONT. BEAD OF SUB -FLOOR ADHESIVE PL-400 OR SIMILAR* EA HORIZONTAL RUN SECURE TREADS TO STRINGER W/(3)e8 3' SCREWS 0 EA STRINGER, UNTHREADED SHANK TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING NOTE: STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) MIN. TREAD 10', MAX. RISER 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 IL 1 TY WINDERS- MIN. 6' WIDE 1) NARROW END MIN, 11' WIDTH 0 12' FROM NARROW END 34' MIN. HANDRAIL HGT. TREAD TO FIT :8 RISER (3) I0d CUT NAILS S 2X4 P.T. SLEEPER INTO SLAB — HAND RAIL 1/2' DRYWALL IX10 TRIM -I' NOSING TYP. 1 „Q 3 STAIR SECTION DETAILS SCALE: 3/4' VV-0' ARCRITECTa Design Grou .... 141 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-774.6078 FAX: 407-774-4078w. wwabdesigagroap.00M AA #: 0003325 E+ y V 4•Ri 0 F 4 V W a F C ti ausniv S. LOT: SILVERADO LOT #17 BLK #6 PROJmCT# 04128.000— 01761 awDmLt 4EBB 1828— CALI" GARAGm BWMG2 LEFT PAGm2 MISC. DETAILS 150 MPH: EXP. B ARCHITECT- STATE OF FLORID4 DA 11/07/17 BCAIM 1/4"=1'-0" BHmmT D5 PRODUCT APPROVAL LISTING -SHINGLES -STANDARD PRODUCT APPROVAL LISTING EXPIRATION DATE FL 10446-114 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 30456-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-R2 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244-R1 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17243 FL 17241 FL 17236 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244 FL 6223-112 FL 17236 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 7473•R6 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR 12/31/2018 FL 12019-RS AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR 7/31/2019 FL 14039-R2 PLYGEM SINGLE HUNG 2014 FBCR 7/31/2019 FL 14634-R2 PLYGEM SLIDING GLASS DOOR 2014 FBCR 7/31/2019 FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-113 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 15217-R4 MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349-114 MI WINDOWS & DOORS SLIDING GLASS DOOR 2014 FBCR 12/31/2017 FL 15333-112 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR 12/31/2017 FL 15076•113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR 12/31/2017 FL 5678-R3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 15279-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5891-115 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR 12/31/2018 FL 10758-R6 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2018 FL 10477-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13192-114 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13223-113 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265-112 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 4103•118 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL158-R8 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @ W W W.FLORIDABUILDING.ORG CONTROL DATE: 09/26/201 A R C H I T E C T 8 i Design Gr u lno. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.abdeslgngroup.com AA »: 0003325 F 14 yoo C� 0 b a >b a Oulwiv. as LOT' SILVERADO LOT #17 BLK #6 PRO.TIq " 04128.000-01761 MODMIs 4EBB "1828—CALI" GARAOM OWING LEFT PALM PRODUCT APPROVAL LISTING 150 MPH EXP. B ID 11/07/17 OCAMM 1/4"=l'—O" SHOW D V PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WIRED TIED TO LATH R S' O.C. MAX (VERT.).. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ v LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT DURING INSTALLATION \ FASTENERS TO BE SPACED • T' O.C. MAX VERTICALLY LATH SHALL NOT PE CONTINUOUS 'NROUCH CONTROL \ SE Mt9 BUT SHALL STOPPED AND IED AT EACH SIDE k THICK, 3 COAT CEMENT PLASTER WRB LATER -2, FORrIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED RT' (VERT.) Or— MAX AT SUPPORTS WRB LAYER 1, STUCCO WRAP WOOD SHEATHING R ASTM C1063 PROVIDE 2X4 BLOCKING .1014 PLACED FLAT MAX. 6' TO S' FROM CONTROL JOINT WHEN \\ CONTROL JOINT FALLS ON FASTENERS FOR LATH TO BE NAILS Oir STRUCTURAL STUD tAPLES IN COMPLIANCE W) ASTM C"!, . WIRE TIES TO BE (NO. IS) 00416' WIRE . BLOCKING SHOWN MAY BE IN ADDITION \ O WALL STUDS REQUIRED PER PLAN / n"M" TYPE CONTROL JOINT OI. FOLD R41{Aim . PT. A O LFOL -.A 3. CI@AEE . PL. c e Tr OL FOLD RaJARD . iM. 4 2. CIffAeE . Pr. 6 FOLD ..a AC OL FOLD MYMI®• PT. A 2. GREAaE • M.! 3. arEAae . Pr, c A. FOLD R. C OVER M. ! Te.J, M. a TOUC4lS eorron FL..ksE Imo; .r T✓° BOTtOM SEAL FOLD. Qp t1T2 qrt. j' THICK 3 COAT CEMENT PLASTER MRAM),, In' 2 coat OSNlNT PLASTER (CM) WRB LAYER 4, FORTFIBER WILDING PAPER(FIWrE ONLY) WIl3 LATER 1. STUCCO WRAP(M2ArlE ONLY) NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING MEMIBRANE 6' R VERTICAL LAPS (ROLL FLASHING. (COMPATIBLE W/ HOUSE ENDS) a 6' HORIZONTAL LAPS. WRAP MATERIAL) OVER 4' ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I- APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING TAPE FLASHIMG TO EXTEND ONTO PIPE / I' OR LESS PIPE / \ PENETRATION - / \ f / 1' MN. LAP . METAL LATH— \ bCX X X I X X X CUT AND OVERLAP ONE SIDE OF METAL LATH SELF -ADHERING MEMBRANE . FLASHING STEP 01 WRB LAYER 1, I i' THICK, 3 COAT CEMENT STUCCO WRAP PLASTER e nN PAr'ER SAP aeLau OwLY METAL LATH WRB LAYER R, FORTIFIBER WRB LAYER -2, FORTIFIBER BUILDING PAPER BUILDING PAPER WRIS LAYER 1, STUCCO _ STUCCO WRAP _ I INSTALL FASTENERS (CLIPS, (- WOOD SHEATHING STRAPS, STAPLES) AS -- \ I REQUIRED TO SECURE PIPE/ WIRE TO FRAMING 2 A R LAP SCALE, I U2'•I'-0' ® KICKOUT DETAIL ANSE, Srcr ASQ12 RIOR \ WALL RAWAM -OIIt FLASHN6 (SEE O �a AIL) g NP1ls INSTALL KICKOUi W3 AT WALL rXYrtOM OF A'Y-P . ALL N,ERSECTIGNa WATER TIo Hr SEAL (LEND OR SOLDER Q2HOT Our VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH 0D4TS-IN. (121-MM) WIRE AT INTERVALS NOT MORE THAN S' (22S-MM). AS PER ASTM C1063 1A.1. FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANUF. SPEC. OR PEEL a STICK z Z in ROOF WOOD SWEAT BUILDI PAPEF STUCCI HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WRE, LAYER "I, STUCCO WRAP (FRAME ONLY) J' THICK, 3 COAT CEMENT PLASTER (FRAME), 1/2' 2 COAT CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) LAP WRB d TAPE OVER RDOF/IUALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK, NOT WALL SHEATHING) CAP SHINGLE - DO NOT NAIL, INSTALL WITH ROOF CEMENT ROOF PER ELEVATIONS O"L" FLASHING N.T.S. I: 6. --W.W SELF -ADHERING MEMBRANE FLASI-mdG (COMPATIBLE W/ HOUSE ::- WRAP MATERIAL) OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED N HOUSE WRAP. PLASHING TO EXTEND ONTO PIPE 11— STEP 02 FLASHING WRB LAYER 1. STUCCO WRAP --- UM LAYER O, POWIP15ER BUILDING PAPER METAL LATH —61x6' SELF -ADHERING MEMBRANE PLASNMG OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TD EXTEND ONTO PIPE —%' C)NT. BEAD OF SEALANT INSTALL APPROVED HCUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) SECTION PER FSC R703.8.1 1 E#eMr lift arm plYlerint Exterior of Portland cemx p erester j chat cornply wm, tha applioab n pl—rd of ASTM C 626-12A. Installaton of exterior lathing and framing shall comply with ASTM C IM3-12A FIFE FENETRATION IDETAIL N.T.S. I0, OF «R14 DRAINAGE PLANE (UJRB LAVER 1*1, STUCCO WRAP) UJRB LAVER *2 (FORTH-15ER BUILDING PAPER) METAL LATH x—x—x—x STUCCO �' WOOD 5HEATI41NG F1�-= SELF-ADI-IESIYE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R-103.(o.1 / ASTM C-04-1-0e, MIN. 2.5 LBS. PER SQ. YARD (UTILIT'T' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) Fr A It C N I T E C T S Des�n Grou LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdealgngroup.com AA A: 0003326 h V 0 c> Q DE V Etu=Xv. at LOT SILVERADO LOT #17 BLK #6 PROJmCTp 04128.000-01761 MODRIc 4EBB "1828— CALI" CARAGM SVWC9: LEFT PALM WALL ASSEMBLY DETAILS 150 MPH EXP. B 11/07/17 DCALR: 1 /4"=1'- O" Euim= WAI INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE- 1. BOTTOM. 2. SIDES, 3. TOP '':X: VENT CAP IS TO BE SET IN BED X OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE II TOOLED 50 AS TO DEFLECT WATER AWAY FROM JOINTS. X. E-Z BEAD ALL AROUND ��---I VENT -APPLY SEALANT ALL i �X JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF BACKER ROD NON -MOVABLE FRAME AND STUCCO — ON ALL SIDES, Ys' CAULKING -JOINT ALL AROUND I!� PER FBC R703.6.1 II Exterior IatldrMl Bnd plasterir� BACKER ROD Exterior use of portland cement plaster shall comply with the application F requirements of ASTM C 926.12A. X Installation of exterior lathing and framing I �� shall comply with ASTM C 1063-12A_ II'1 -- WRB LAYER -1, 1! STUCCO WRAP �I X' HOODED VENT THICK 3 COAT CEMENT X. PLASTER METAL LATH WRB LAYER "2, FORTIFIBER BUILDING PAPER WOOD SHEATHING 6A DRYER VENT (FRAME-) UK700 SHEATHING WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER coN9TUCT—I� �., —METAL LATH VINYL CASING BEAD >M 6' RAISED BAND Y.' TO )$' MID -WALL WEEP SCREED b' WIDE STRIP SELF ADHESIVE FLASHIWG, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCKi LT ��� DRAINAGE PLANE (WRB LAYER*I, STUCCO WRAP) WRB LAYER #2 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO F--: ' WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R7I03.6.1 / ASTM C-641-0'3, MIN, 2.5 L155. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC, METEI VERIFY LC STUCCO FINISH 6' SELF ADHESIVE OVER TOP t SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT o TOP E SIDES 6B DRYER VENT (BLOCK) BUILDING PAPEF OVER 'QUICK FLASH' PIPE THROUGH WALL 6' SELF ADHESI\ FLASHING (INSTA PER MANUF. SPE( BUILDING PAPEF UNDER 'QUICK FL A WENT PENETRATION 1 SCALE: N.T.S. r�rzcf+ IV 1CClrCIVC STUCCO SCRATCH COAT d 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC . METER FIELD VERIFY LOCATION 1 I i APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -)R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES CONSTRUCTION WOOD SHEATHING WRB LAYER 41, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER ' THICK, 3 COAT CEMENT PLASTER )'a' TO _)a' MID -WALL WEEP SCREED �-6' SELF-ADHESIVE FLASHING 1` WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) ;O SCRATCH COAT LARGER THAN THE ELEC, METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THAT_ NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE APPLY E-Z BEAT OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING RB WLAYER -1, STUCCO WRAP 'WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH .9/9' TEXTURED FINISW o WOOD -FASTEN TO WOOD STRUCTURAL MEMBER • I' O.C. MAX _ V TO)i' MID -WALL ii�oc gr�apn 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING - V - -- FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCKI 8" WRB LAYER "I, STUCCO WRAP CUT 'X' INTO 5ELF-ADHERING X MEMBRANE FLASHING i APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER P STEP #1 APPLY 60 MIN GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER AF'ROVED HOUSEWRAP STEP #3 STEP #2 WRB LAYER "I, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER 02, FORTIFIBER BUILDING PAPER STEP #4 ELASTOFIERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 STEP #ro OELECTRICAL RECEPTACLE A R C H I T E C T S Dnwn Grou rno. L W rtCAY/UY OLYV. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-40TS www.abdesigngroup.com AA N: 0003326 h w 0 y 0 C m N 0 0 sEMS17 a. 7.07.4 SILVERADO LOT #17 BLK #6 PROJffiOT# 04128.000-01761 MODZIi 4EBB "1828—CALI" GwsswGs sws�Tcs: LEFT PAGM WALL ASSEMBLY DETAILS 150 MPH EXP. B I'm REIRT 11/07/17 CAIJ: 1 /4"=1'— O" I�T A2 WOOD SHEATHING WOOD SHEATHING WRB LAYER M, STUCCO WRAP J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 9, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER J' THICK, 3 COAT CEMENT PLASTER W SAF. o TOP OF WEEP SCREED TO SHEATHING BEHIND WEEP SCREED 4' POSITIVE DRAIN WEEP SCREED W SELF-ADNEREING FLASHING WRAPPED s TOP OF WEEP SCREED TO SHEATHING BELOW \ WRB LAYER -1, STUCCO WRAP WRB LAYER -2, FORTIf m{ BUILDING PAPER (' SELF-ADHEREING WRB LAYER 9, - FLASHING WRAPPED STUCCO WRAP �u • CORNER OF CANTILEVER 4' POSITIVE DRAIN AMICO AM66-W.aIJG-180 ! Y WEEP SCREED CUSTOM CASING BEAD NO GAP IN FIELD — (SHOUIJ FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. ® CANT. NOTE: METAL. LATH: LATH TO BE PER FBC R-103.6.1 / 45TM C-54-1-09, MIN. 2.5 LBS, PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) I 3/4 RESILIENT HAT CHANNEL 5/S' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH I' THICK, 3 COAT CEMENT PLASTER VINYL CASING BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER •2 d' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER 4' POSITIVE DRAIN I�EP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXT. WOOD FRAMED WALL SUB -FLOOR DECKI--.- PRE-ENG'D TRUSS UJEAT14ER RESISTIVE BARRIER of WEATHER RESISTIVE BARRIER •2 f J' THICK, 3 COAT CEMENY PLASTER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN WEEP SCREED ES (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXTERIOR GRADE DRY WALL i' THICK 3 COAT CEME PLASTER VINYL COMER BEAD -VINYL CASING BEAD 10 CANTILEVER DRIP EDGE LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO FINISH LAYER (2 LAYER 3' X 3' 26 GA. GALV. PEEL t STICK) METAL DRIP EDGE SET IN FULL BED OF 6' PEEL 1 �\ SEALANT, )4MIN. STICK • DRIP SPACE FROM DRIP EDGE TO •\ FACE TO TREX DECK Y,' GAP FOR BACKER 1 y2'XI V4 P.T. OR SIMULATED ROD t SEALANT WOOD (TREX) FILLER, CONTINUOUS VINYL CASING BEAD WATER PROOFING let �` - /1 WEATHER RESISTIVE LAYER (2 LAYER PEEL ��•. ,! BARRIER h STICK) WRAPPED WEATHER RESISTIVE BALCONY DECK TO ) BARRIER -2 CANTILEVER 6' PEEL 4 STICK • DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR ,t' EDGE ®® 3' X 3' 26 GA. GALV. METAL DRIP EDGE '- • ---'- •—------ ---- ------ -- -•-- � SET IN FULL BED OF I )4'XI % P.T. OR SIMULATE I SEALANT, )f' MIN. WOOD (TREX) FILLER % SPACE FROM DRIP CONTINUOUS / FACE TO TREX W GAP FOR BACKER VINYL CASING BEAD ROD a SEALANT WATER LAYER PC2ROAFING lot PEEL 1 FINISH LAYER (2 LAYER PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER VINYL CASING BEAD J' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/0' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED / PAINTED WEATHER RESISTIVE FINISH BARRIER -1 WEATHER RESISTIVE J' THICK, 3 COAT CEMENT BARRIER 7 PLASTER 4' POSITIVE DRAIN VINYL CORNER BEAD WEEP SCREED VINYL CASING BEAD NO_ GAP_ IN. FIELD (SHOWN FOR CLARIFICATION OF _ , _ , — SEPARATE ACCESSORIES ONLY) BALCONY DRIP x—x—x—X 11A EDGE INSTALLATION WOOD SHEATHING 1 " SELF-ADHESIVE I=LASHING — I Ya' GAP FOR BACKER ROD 1 SEALANT — VINYL CASING BEAD WATER PROOFI lot - LAYER (2 LAYER PEE / STICK) WOOD SHEATHINGS 2x FRAMING MEMBER WRB LAYER w, STUCCO WRAP THICK, 3 COAT CEMENT PLASTER WRB LAYER "2, FORTIFIBER CORNER BEAD BUILDING PAPER\ FASTENED TO SHEATHING 6 1' O.G. MAX. METAL LATH J' THICK, 3 COAT CEMENT PLASTER WRB LAYER 01, 6`SELF-ADHERING STUCCO WRAP FLASHING WOOD SHEATHING METAL LATH t DRIP CAP ---1 DRIP EDGE 1.I 11D INSTALLATION -BUILLATER 02, FORTIFIBER DING PAPER WINDOW FLANGE WOOD GONSTRUCITON ,� n CORNER BEAD @ FRAME 14A W/TEXTURED 4 PAINTED FINISH }' THICK, 3 COAT CEMENT PLASTER VINYL CORNER BEAD VINYL CASING BEAD WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER -2 J' THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED ND GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION \ / 2 1/2° 4- CORNER BEAD (FASTENER & SPACING 1w l' O.C.) CMU 5/Es" THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD @ BLOCK :OLUMN SHEATHING WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER "2 -PEEL t STICK - I ,V,'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA. GALV. METAL DRIP EDGE SET IN RILL BED OF SEALANT, )4' MIN. SPACE FROM DRIP FACE TO TREX l-- PEEL / I )f Xl Yt' P.T. OR SIMUL, WOOD (TREX) FILLER CONTINUOUS Y.' GAP FOR SEALANT OPT. BACKER ROD. - MODIFIED 90 3/4 RESILIENT HAT CHANNEL VINYL CASING BEAD WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER •2 EXTERIOR COLUMN COLUMN SHEATHING 6' SAP I Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,)J* MIN. SPACE FROM DRIP WATER PROOFING let LAYER (2 LAYER PEEL 1 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER 9' THICK, 3 COAT CEMENT PLASTER 515' TYPE 'X' DRYWALL lu L LATH W/TEXTURE- t PAINTED SHEATHING FINISH THICK, 3 COAT CEMENT SITIVE DRAIN PLASTER SCREED L CORNER BEAD R CLARIFICATION OF AMYL CASING BEAD ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION � COLUMN (W/"T" T;T OCT-TTATf`_1 WRB'LAYER -1, STU, Ip WRAP WRB LAYER 02, FORT BUILDING PAPER — METAL LATH *— { J' THICK, 3 COAT• CEf PLASTER 6'SELF-ADHERING FLASHING DRIP GAP WINDOIII FLANGE — 15B CASING BEAD @ WINDOW (FRAME, NO BAND) WOOD SHEATHING fM ! WRB LAYER •I, pp STUCCO WRAP WRB LATER 02, FORTIFIBER I' BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) A R C N I T E C T 8 0'0 /GrWoup...._� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA ih. 0003325 b cam, 0 C F O 2 Bt"3DIV. AMC LOT: SILVERADO LOT #17 BLK #6 PROJMT#f 04128.000-01761 MODmIs 4EBB 1828— CALI" GARAGE 8QING: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT.. ST OF L. 9 Lei _ F' ' _AND CRA AR 723 DA11/07/17 OCAIM 1/4"=1'-0" 821mR'P A3 AItCNITEcT8 ----------------------------------------------------------------------------- ------ WOOD SHEATHING c'As eeAD PLASTER 3 COAT CEMENT J' THICK, 3 COAT CEMENT TO TRIM ---METAL LATH SEALANT PLASTER IX TRIM MEMBER � METAL LATH WRB LAYER h, a STUCCO TO STUCCO WRAP SIDING TRANSITION —WRB LAYER 01, FORTIFIBER ! WOOD SHEATHING BUILDING PAPER Design SIDING Wppp SHEATHING i I GroulT..c. WIRE, LAYER 02, FORTIP15ER a - l BUILDING PAPER >t i 1441 N. RL AN BLVD. WRB LAYER *I, '1 I STUCCO WRAP WINDOW FRAME ,( I LONG750 METAL LATH '! I ! /__..„_ ..„.._._ __„__..— WRB LAYER 02, FORTIFIBER PH:78 WRB LAYER 9, I BUILDING PAPER FAX78 �' THICK, 3 COAT CEMENT a ! WRB LAYER *2, FORTIFIBER STUCCO WRAP WRB LAYER h, VI www.ap.com I STUCCO WRAP I I A PLASTER ? i BUILDING PAPER I -- --- / —E-Z BEAD VINYL CASING ro'SELF-ADHERING ' i METAL LATH — CASING BEAD I 0( CW/3/e' FLEXIBLE PVC BACKER ROD) FLASHING ••' ' / i A. �u - W SELF-ADHEREING I VINYL ANGLED % (EXPLODED 8 THICK, 3 GOAT CEMENT FLASHING TOR PEEL d STICK I I CASING BEAD VIEW FOR PLASTER SIDING TO S 1 V C C O WRB LAYER "I, STUCCO WRAP, I CLARITY) CASING BEAD MEMBER AROUND FRAMING I I 6' SELF ADHESIVE FLASHING DRIP CAP (CROSS SECTION) ; I WINDOW FLANGE )` WRB LAYER •1, =:'T- ING ---WOOD SHEATHING STUCCO WRAP''... '1 2x FRAM EMBER DETAIL BELOW EXPLODED VINYL ANGLED / ' WDOD CCNBTRucnoN BED D FOR CLARITY �`•�CASING BEAD /� f WOOOD 8BREATHING WEATHER RESISTIVE WRB LAYER •2, FORTIFIBER ' BARRIER' BUILDING PAPER i ' BOARTaRIeRelBnvE '/� \ ` -------------------------------------------- 1 / \ METAL LATH I ..:.i. j+ �.' x T ➢: LAP BIbING � � // \ 6' SELF -ADHERING � ------------------------------------------------ �. 6' REVEAL FLASRING -- ---------------------------------------------------------------------------------------------- 0 4 R 0 g J' THICK, 3 COAT CEMENT . 6' SELF-ADHERMG 1 a THICK, 3 GOAT CEMENT + ; i FLASHING t - BAAT ,H ER SISTIVE Y4" GAP TYP PLASTER PLASTER —' + , ( CASING BEAD \ 0 _ U�E'ATI$R RESISTIVE 6'SELF-ADHERING / STARTER STRIP \ \ BARRIER 4 SEALANT — TO WINDOW METAL LATH FLASHING .: • DO NOT CAULK OR 1 1 \� Bj 6' SELF-ADHERMG SEAL OPENING / - / FLASHING r.\ __ GALV'D METAL \ I ZALv'D METAL WRB LAYER *2, FORTIFIBER DRIP CAP Z' F:LASWW. - p0 NOT CAULK OR i BUILDING PAPER — ��— ---_ I Y' x W SIMULATED \I -- WINDOW FRAME — WINDOW FLANGE U30D TRIM MEMBER , \ 1 WOOD SHEATHING STUCCO CASING CASING BEAD +� WINDOW r�eD // I W6TRIMMLM�e (FRAME, W/BAND) \� SEAL GAP WOAULKING OR APPROVED SEALANT STUCCO CASING U SIDING TO STUCCO WRB LAYER 01, I a ® BLOCK TO FRAME — STUCCO WRAP WOOD SHEATHING�� TRANSITION I I 1 (o' WIDE PEEL ! STICK WINDOW FLANGE OVER FLANGE I METAL LATH NOTE: E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER FBC j (W/3/a' FLEXIBLE PVC BACKER ROD) I R1m3.6.1 / ASTM C-841-m9, MIN. 2.5 LBS. 2X FRAMING - WRB LAYER 1, 1 MEMBER STUCCO WRAPACrMEN WOOD SHEATI-ZING PER SQ. YARD (UTILITY OR NOMINAL \ 'APPLY FULL BED OF SEALANT BETWEEN LATH DOES NOT MEET SPECIFICATIONS) FLANGE t BUILDING WRAP BUILDINGWRB LAYER 02, FOi WRAP BUILDING PAPER LURB LATER #ITRUCTION V SELF-HERMGTHICK, 3 GOAT IjY. STUCCO IURAP WOOD "ATHING PLASTER I BAARRER RESISTIVE i WEATHER RESISTIVE I I•, �/ I \ BARRIER 'I TO LAPUJEAT I B�,(�RRHERR'�'RESISTIVE / / \` 6�MZN.FLABOVE TOP A N lY�VI ,- ) ; x WRB LAYER 02, FORTIFIBER W6 RE ALP SIDING i .4 /\ I 1 I 1 U ATT ER RESISTIVE LH3 vINYL ANGLED ' BUILDING PAPER FLSELF-ADNERMG WEATHER RESISTIVE I: a FLASHING zl \ 'a CASING BEAD I ' METAL LATH / \\ \\\ // BARRIERR STARTER STRIP Ipa nDiv. asSILVERADO LOT #17 BLK #6 oj=T* 04128.000-01761 1[ODDIs 4EBB 1828- CALI" GARAGE 81rMG: LEFT PACs&". WALL ASSEMBLY DETAILS 150 MPH EXP. B VINYL CASING BEAD 1 1 I ALYD AL DO NOT CAULK OR BEeI �ENIW, 1=TECT� (EXPLODED" THICK, 3 COAT CEMENT °R srATE 0OF FLo6i�A GALV D METAL WEATF$R RESISTIVE VIEW FOR PLASTER 2'RLASH6IG BARRIER M TO LAP LEGEND I Y.' X 6' SIPIILATED 6' MIN. ABOVE TOP CLARITY) UIOOD TRIM ,•,EMBER��� or'Z'FLASHING BEAD VINYL CASMG j I Y' x 6' SIMULATED DRAINAGE PLANE (WRB (WIV FLEXIBLE PVC \ / I BACKER ROD) :j \ / UIaOELF-ADWERMBER LAYER *1, STUCCO WRAP) 6' ASSELF-ADHERING I .. I I I FLASHING FLHING WRB LAYER *2 (FORTIFIBER \ I , 7�' THICK, 3 COAT \1 ' SEAL GAP W/CMG AULK CEMENT PLASTER \ II{ OR APPROVED SEALANT BUILDING PAPER) WEATHER RESISTIVE Y'�' I UEATI-ER RESISTIVE A CASING BEAD C RAISED BARRIER -1 BARRIER METAL LATH x—x—x—x " 723 WEATHER RESISTIVE E-Z BEAD VttJI'L CASMG BARRIER 9 (W/96' FLEXIBLE PVC PRINT 1 BACKER ROD) STUCCO DATR 11/07/17 BAND (FRAME) SIDING TO STUCCO WEATHERRESISTIVE ECAL.Ik1/4"=1'-0" ® FRAME TO FRAME BARRIER4 WOOD SHEATHING SCALE: 1 1/2"=1'-,a' � TRANSITION �� 1/1 j SELF-ADHESIVE FLASHING — — — — WAS '.-I CUT HOU AT 45' 4 MODIFIEI IN HOUSE LINE OF OPENING ' APPRO'� OVER 51 WD STUC IINSTALL 6 SELF-ADN FLASHING NAILING FL JAMBS EXTEND Fl I' BELOW f FLEXIBLE 'DO NOT SI FIN EMPORARILY OLD -UP 4 SEC IOUSEWRAP (01 UCK FLAP UND t HEAD FOLD HOUSEUA IN AT JAMBS t SLOPE SILL R INSTALL &' SELF -ADHERING FLASHING OVER VINYL HEAD FLASHNG (WITH END DAMS) NAILING FLANGE EXTEND _ SELF -ADHERING FLASHNG 1' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP STEP 7 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 APPLY 4's' NOM.— ;ONTIN000S BEAD JF SEALANT AT IAMBS AND HEAD of 1PPLY TO BACK OF 11NDOW NAILING :LANGE IN LINE W/ RE -PUNCHED SOLES OR SLOTS. JIDE ADHE51VE - EXIBLE FLASHING VER DRIP CAP 'ECTO-WRAP EQUIV) WINDOW FLASHING INSTALLATION DETAILS O1� (FULL WRAP) SCALE: NT6 CIA 0Nil STEP 9 INSTALL PLUMB, L AND SOL MANUFAC WRITTEN NSTRUCI APPLY -: MEMBRANE -� FLASHING OVER JOINT �NOTE,— —__— --- ._- . IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION, 12. INSTALL ALL MATERIALS PER MANUFACTURERS I� WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. CLEACLEAN AND SEAL JAMS TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK 7 �-----J NOTE REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING (NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH i SEALANT _�{ A R C H I T E C T! _ Desijn PH: 407-7746078 FAX 407-774-401, www.a bdesigngroup.coro AA k 0003325 r: h C a cam, W 0 4� y 0 F G r OUBDIV. ad LOT: SILVERADO LOT #17 BLK #6 Pimon=T# 04128.000-01761 1EODIEIa 4EBB 1828— CALI" GAPAGM 8WING: LEFT PAGM WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B DA 11/07/17 SCAUM 1/4"=1'-0" slaw" WA5 1 I I 4 I I I 1 2xro SUB-BANb { T/S' TEXTURED W/I'x4' NOTCH 6 FINISH ° D, END, WRAPPED IN I/2' TENURED RE PEEL 4 STICK FINISH ° CMU i METAL LATH DRIP EDGE I\\ ' \ METAL FASCIA WRAP OOCDDSHEATHING '1/8' TEXTURED I \\1 WRB LAYER h, FINISH a WOOD I \ STUCCO WRAP(FRAME ONLY) 1/2' TEXTURED \ _ WRB LAYER •2, FORTIFIBER II FINISH 0 CMU / \ � (BUJILFDBINSP,APER / \ METAL FASCIA \ 2X6 SUB BAND - m '� ROOFING CEMENT WRAP Y6' FROM STUCCO, I' FROM \ DRIP EDGE WOOD WALL \ \i METAL KICK OUT ©f=L AI � E3 EXTERIOR WALL \\ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X6 \ SUB BAND ONLY ROOF KICK OUT REMOVED �� \\ FOR CLARITY ROOF DECK (BEYOND) `\ DRIP EDGE, 1' OFF WALL NOT INTO STUCCO) 11/0' TEXTURED FINISH 6 ` \ / WOOD, 1/2' TEXTURED FINISH m CMU SUB -BAND W/I'x4' NOTCH 9 END, WRAPPED IN PEEL 4 STICK ®ELEVATION r: METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL ®PL,4N A PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/126 NAILS O.C. MAX. 2x SUB -BAND Wll1 "x4' NOTCH 9 END METAL FASCIA WRAP —DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0P WALL SUB BAND DETAIL @ WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY. FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Ya' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH 6 END, WRAPPED IN PEEL 4 STICK -ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -SAND WA'x4' NOTCH 9 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY ARC N I T E C T S 6 rou Gl 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH:407-774.6078 FAX: 407-7744078 www.abdesigngroup.com AA k: 0003325 w y W 0 z c F O 0 0 e avBD:v as LOT. SILVERADO LOT #17 BLK #6 PROJRCT# 04128.000-01761 MODRis 4EBB "1828—CALI" GARAGZ SWING: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 14,150 MPH EXP. B ARCHITECT rtw 11/07/17 0 AIM 1/4"=j'-0" spimmT WA6 j