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HomeMy WebLinkAbout6882 Silverado Ranch BlvdU-D I• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR D.R. HORTON HOMES 12602 TELECOM DRIVE TAMPA, FL 33637 TEL: (813) 740-9720 FAX: (813) 740-9715 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PLAN REVIEW 99 1672-ARIA'9 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS • FLORIDA BUILDING CODE, RESIDENTIAL, ABV. ABOVE LAY. LAVATORY 5TH EDITION (2014) A/C AIR CONDMONING LUM. LUMINOUS • ALL LOCAL AND STATE CODES ADT. ALT. ADIUSTABLE ALTERNATE M.C. WE MEDICINE CABINET MANUFACTURER W. AMPERAGE MIN. MINDIUM -OCCUPANCY - RESIDENTIAL, GROUP R3 BD. BOARD MTD. MOUNTED • CONSTRUCTION TYPE - VB cL CAB, C CABINBINE ET MTI, N.T.S. T NNOT TO SCALE NOT • MIN. INTERIOR FINISH - CLASS B CH.a. CEILING O.C. ON CENTER • BASIC WIND SPEED - Vult=150 MPH d8. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON Vasd=LIB MPH CPT. CARPET PH. PHONE •EXPOSURE - B C.T. TI CERAMIC E ILT. PLATE •1-STORY RESIDENCE - D. DRYER PLYWD. PLYWOOD •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DBL D.G. DOUBLE DUAL GLAZED PT P.T. PAIR PRESSURE TREATED AND STATE CODES DUL DIAMETER R. HISER DIM. DIMENSION RAD. RADIUS DLSP. DISPOSAL RA.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. HOUGH OPENING DTI, DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. ELEV.A EACH ELEVATION SHT. SHTHG. SHEET SHEATHING SQ.FT. CALC.'S EQ. EXH. W. EQUAL EXHAUST EXTERIOR SHWR. SIM. SL SHOWER SIMILAR SLIDING LIVING 19,12 50. FT. F.G./FX . FDLED CLASS SL GL SLIDING GLASS GARAGE 432 SQ. FT. F.C. FUEL GAS STD. STANDARD ENTRY Be SQ. FT. FIN. FINISH SWS SHEAR WALL LANAI 9Fi 5Q. FT. FIR FLUOR. FLOOR FLUORESCENT sc SECTION SOLID CORE TOTAL 2238 SQ. FT. FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS 1TG. FOOTING THK. THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.0.3. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL DTIHtRUPTER U.N.O. UNLESS NOTED GL GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. PROOF A.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HOT. OR HT HEIGHT WOW. WINDOW INSUL INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REVISIONS REV. I DATE T DESCRIPTION WiYa+ PP,EVAl"4G S FLORIOA SUILDINO CODE' ALL WORK SMALL GOMP COO ELE,CTR10 COOS, NATION CITY of Z_?vj w1LLS � AND THE ORDINANCES SHEET # INDEX OF DRAWINGS DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES PG I -FOUNDATION PLAN PG IA -DOWEL PLAN PG 1B-LINTEL SCHEDULE PG I13.1-LINTEL LOADS PG 2 -FLOOR PLAN PG 3C-ELEVATION "C" PG 4C-FRAMING PLAN ELEVATION "C" PG 4.1-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG 6-MECHANICAL PLAN PG DI -FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-1-STORY WALL SECTIONS & NOTES PG D4-2-STORY WALL SECTIONS PG D5-MISC, DETAILS PG D6-PRODUCT APPROVAL LISTING 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 PG WA6-WALL ASSEMBLY DETAILS A R C N I T 8 C T 5 Design GroM m 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32760 PH: 407-7748078 FAX 407-7744078 www.a bdasiEagroap.com AA k: 0003326 F h W 0 a a V eunDiv. as :.or SILVERADO LOT 1 BLK 7 P1tojwT* 04128.000-00171 MODEM- 4EAB "1672—ARIA" GAPtAGS OWDIG: RIGHT PAGIM COVER PAGE 150 MPH EXP. B DPIIUNT A10/19/17 BCAL2b 1/4"=1'-O" a1c1rT C1 ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR}, 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; A FLOOR LIVE LOADS R301.5 (PSF) 1. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCOL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VOLT--150 MPH, VASD=116 MPH II. EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS t0.18 V. RISK CATEGORY II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECTIENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 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 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER 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 1- MIN. RIGID NON-METALLIC CLASS OR CLASS i 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 FROiv1 ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %rINCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN %THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C3303. 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/4. I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb =1,100 PSI Fv =175 PSI E=1.400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 7 SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.14 OF THE FBCR 5TH EDITION (2014). B. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 112" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CUPS AT MID -SPAN FOR SPANS GREATER THAN 16' ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8' CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED ''/." SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11, WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 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 61NCHES AND SEALED WITH ADHESIVE TAPE, 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH b 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 4021 ACI 5301 ASCE 5. CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90.1 ib, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 1 OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3181NCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/.INCH AND NOT MORE THAN %INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6"- WiA X W1 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 D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 'b' D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/:" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS INDS) FOR WOOD CONSTRUCTION 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. i6. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, 3. CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE, 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.6 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 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-C-1063-11A & 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: 02/08/17 A R C H I T H C T S 6 Desirn Grou .a 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 W W W.Mbdesigngroup.com AA #: 0003325 ti a 0 0 o � DVBDIV. a X,OT SILVERADO LOT 1 BLK 7 PaoixcT#1 04128.000-00171 MODWLo 4EAB "1672- ARIA" GAItAGZ 91WWO: RIGHT PAGM GENERAL NOTES 150 MPH EXP. B ARcHrri-77 OF FLOMDA Kc) 2 o1? AR N 93 23 C tiA /19/17 /4"=l'-O" 8T8r 1� fr A E C N I T E C T S a�2' V.T.R. AEI I/2' 2 7 KITCHEN SINK W/ I ��1 1/2' AUTO VENT 1 2' V.T.R. I r2" I 11/2' 24'X24'X12' CONC. I TUB I r 112 2' 2' PAD W/3-"5 BARS I 1 1/2, E.W. ON CHAIRS >4' v 11��- y ��\ I�� 1 I/2' 1 1/2' / I MIN. 3' COVER 2 3' 2, i I --7------rWASHER : Imo- I I LAv, iTUB I LAY.SHWR 3' �, 43' PLUMBING RISER DIAGRAM j --- I I DI 4' CONC. SLAB °>a° �8d g91 W 3� WO SECURE STRAP TO W/ (2) "8xl 1/4 A/C SHT MTL SCREWS UNIT [UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONC. GONG. W/ (2)-3/16'X2' SLAB TAP-CON6 A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD 0 12' FROM STRUCTURE 12' 0' _ 4 — r------ Tn 4' DI = SLAB E IN/D' 5LA K 1/2' ■ FN. CONC.CESLAB D13 i ■ I I I � I .�I / 4' CONC, RE INK W/ 6'x6'WIAXWr I POLY-1 L VAPOR ■ ETHYLENEIRETARDER -QJ ON WELL -COMPACTED CLEAN it 1 FILL TERMITE TREATMENT SHALL .-.F _ r� `1 I • I BE BORA-CARE-�` � 1Ji I I I' PVC CHASE�� FOR ELEC. To p ■ ISLAND II v I ( I I� w I L J 4' PVC LAV. CHASE r-- �A� 103 I .9\Li 0 II\\�/!II / II III ' m EXTEND ■ I SLAB 1 I/2' v I°L /\ II I p I 36'xr. SHM PAN � 32 �5 1/2' I 5 � -�- �3';0� ■ ■ I I Dl BOLLARD I m l 1 LAV. 5 AS REQ. PER l^ LI ~J �/ ; Jl Dl Q_ ° BLDG. CODE - 2XI0 2X6�WALL I Jai I • I I -3 I/2' I SLAB EIN/1D I I _ �.. .. 6• 3 61 ■ I I ■ 1 EXTEND FTG.UNDER WALL I 0'-O' ELEv. DI I $ ■ I ENTRY COLS. OL p 1 1/2' FIN. CONC. SLAB 4' CONC. iC Y DI ■ ■ ■ ■ ■ ■■ ■■ ■ DI DI-0° 0 DI 13 0 _._._.. , 4 4 2 4 38 - -- FOUNDATION PLAN NOTES - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRE66 DOOR 6HALL MEET PROVISION OF R3113.1 OF THE FBCR 5TH EDITION (2014) B DI TYP. Design LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA N: 0003325. F y w a cam, 0 a F 0 SUDDIV. AC LOT. SILVERADO LOT 1 BLK 7 PROJTQCT# 04128.000-00171 MODEIA 4EAB "1672-ARIA" GARAGM BVWG- RIGHT PAGM FOUNDATION PLAN 150 MPH EXP. B i F-PADITDA' 10/19/17 SCALD 1/4"=1'-0" BiI�T 1 1 _01 DOWEL PLAN A It C B I T 8 C T 8 Design Grou .. . 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdasIgngmup'mm AA N: 0003325 F y 2 0 y 0 F O V F ti $T,THDIV. a6 LOT. SILVERADO LOT 1 BLK 7 P1ton=T# 04128.000-00171 moaEzr 4EAB "1672- ARIA" GARAGE SUING: RIGHT PAGM DOWEL PLAN 150 MPH EXP. B DA 10/19/17 !KALE: 1 /4"=1' - O" Mum" IA A R C R I T R C T 8 C^lm R^4 4 LINTEL SCHEDULE S L-2 LINTEL LENGTH TYPE COMMENTS L- 3 C2J SH NO. C2J 3052-SN EGRESS L I I'I'-4' 8F28-IB/IT ________________ L 2 T.I. 8Fi6-IB/IT i L 3 12'-C' 8FI6-I5/IT 1 L1 i L 4 9'-4' 8F16-IB/IT I L 5 1'-b' 8F24-11S/IT L-4 8-LANAI 1 L—g I O D NI G L 6 4'-b' 8FI6-0B/IT 1 ! hN L T 4'•6' 8F8-IB/IT V. DOOR ASSEMBLY, BTM. • 8'-V I B'-8' CLG. OWNER'S r2� 3052-SH SUITE L- 2 GREAT ROOM I� IL - I® I 0 i W.LC. II II tl O II _____- II I _ I - KITCHE3- F 71 0. I I I I I I 1 8'8' CLG. BATH I I OII I I I • BATH # 8'-0' CLG. O O II II II II II II II FOYER BDRM•#2#2 ENTRY L— 2 61 i YM -H I6'-0'X-I'-O'O.ND. --— — — — — — — — L-1 ------- (1) 3052-SH O EGRESS LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED Despn Gro ��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com nn r 0003325 w x y w Z 1 a y O F c � SUED T SILVERADO LOT 1 BLK 7 PRoj=T* 04128.000-00171 moan 4EAB "1672-ARIA" GARAGE 81WWO: RIGHT PAGE: LINTEL SCHEDULE 150 MPH EXP. B 917 DA 10/19/17 SCALE: 1 /4"=1' - 0" 919EET SAFE LOAD T,45LES FOR GRAVITY, UPLIFT 4 LATERAL LOADS 8" PRECAST 4 PRESTRESSED U-LINTELS ♦a,r GORAV I T1' TYPE LENGTH 8U8 8F8-0B 8FI2.0B I6-0 20- 24-0 28- 32- eft -IS OF12-15 8F16-I5 8F20-I115 8F24-I5 BF28-I5 SF32-0 2'-10'C34') PRECAST 2302 3166 4413 6039 1526 S004 10412 11936 3166 4413 6039 1526 S004 10412 II936 (42') PRECAST 2302 3138 3311 4689 6001 1315 2630 9941 3166 4413 6039 1526 W04 10412 11936 4'-0' (4$'J PRECAST 2029 2325 24%6 3461 4438 5410 6384 1358 264b 4413 6039 1526 S004 10412 11936 4'-6' (54') PRECAST 1651 1161 IS13 2651 3403 4149 48% 5644 2110 4021 603E 1526 W04 10412 %68 5'-4" (64') PRECAST 1184 1223 i301 IS09 2311 282fo 3336 3846 1665 2889 5051 6056 5400 6424 1450 5'-10"(10'J PRECAST 9i2 1000 1059 1414 1889 2304 2121 3131 1459 2464 1 4144 5458 1 4431 5280 6122 PRECAST 931 1255 2101 3263 2146 3358 3911 4585 255 2101 3396 5260 1134 8995 6890 1'-6' (SO') PRECAST 161 1029 1615 23e5 1994 243E 2886 3333 102E I615 2610 3839 55% 6613 5041 9'-4' (112") PRECAST 513 632 1049 14Fi9 1210 1482 1154 2021 16S 1212 IBM 2544 3469 4030 3121 10'-6'(126"J PRECAST 4r�6 482 802 1125 915 1122 1328 1535 (.58 1025 1514 2061 2114 3130 2404 Il'-4" (136°) PRECAST 445 598 935 13ro5 1654 2355 1193 2015 598 935 1365 1854 2441 3155 4044 12'-O'(144') PRECAST 414 545 864 1254 1689 2014 1510 1816 555 864 1254 1693 2211 2832 35W 13'-4' (160') PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 1438 IS55 2343 2520 14'-O'(168') PRECAST 33.5 361 646 TIM 11w 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8'C116') PRESTRESSED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 15'-4'(1841) PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 Il'-4'C208')PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4'(232') PRESTRESSED N.R. N.R. NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4' (256')PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1180 2110 22'-O'(264')1'RESTRESSED N.R. NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-Ot2e8') PRESTRESSED N,R. NR NR NR NR NR NR NR 130 240 410 120 1030 1350 1610 MATERIALS I, f'c precast lintels = 35,00 psi. 2. f'c prestressed lintels = 6000 pet. 3. f'c grout = 3000 psi w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength - 1900 psi. 5. Rebar provided 1n precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per ASTM 4510. 8. Mortar per ASTM C210 type M or S. 8' PRECAST 4 PRESTRESSED U-LINTELS CRf*r UFL IFT LATERAL TYPE LENGTH S-IT 12-IT I6-IT20-21 20-IT 24-IT 0F28-IT 8F32-IT SUB 8F8 S-2 12-2T 16-24-2 8-2 BF32-2T 2'-10'C3d') PRECAST 2121 288 410332 6569 1811 90552021 2021 2121 2184 398190 6401 1630 88513'-6' l42") PRECAST 2165 22E 326231 521E 6204 11921251 1251 2165 2215 31654125 50,31 6061 1036 4'-0' (48') PRECAST 1618 1989 283650 4532 5381 6245 938 938 1818 1925 2150 3583 4422 5264 0110 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 12l 121 1660 1105 2435 3111 3913 4658 5406 5'-4' (64') PRECAST 1393• 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 45413 51-101(101)PRECAST 1212- 1351 IS30 2505 3004 3665 4241 416 416 1212 1315 181S 2441 3010 1 35S3 4151 PRECAST 1141• 1200 1133 2250 2169 32W 3812 101 881 1141 1182 1684 2192 2103 3216 3132 l'-6' (90')PRECAST 959• S12 1415 1514 2354 2191 3240 59l 651 990 1029 1466 1901 2351 275 3245 9'-4' (112') PRECAST 801• 612 980 1269 1560 1852 2144 454 30 801 155 1192 1550 ISO 2211 2634 10'-6'(126') PRECAST 116• 498 193 1021 1261 1496 1131 396 493 116 611 1035 1389 111] 2034 2358 11'-4' (136") PRECAST 666• 43S 696 899 1104 130E 1515 363 556 666 535 S05 1295 15'35 1S96 2ISO 12'-0'(144') PRECAST 601• 400 631 816 1001 1186 1312 340 494 631 486 818 1209 1514 1199 2086 13'-4' (160') PRECAST 500• 340 532 686 841 991 1153 302 398 513 40-3682 1004 1361 163-1 I891 14'-O'(1(o6') PRECAST 458, 316 493 635 118 922 1065 286 360 548 318 629 922 1254 1567 lei& 14'-8' 1116') PRESTRESSED243 295 45S 591 124 851 sso N.R. 351 243 352 582 852 1156 1491 1142 15'-4' (184') PRESTRESSED 228 278 430 553 611 WI 925 N.R. 321 226 32S 542 19I 1012 1381 1616 IT-4' (208')PRESTRESSED I88 236 361 464 561 610 114 N.R. 255 18S 216 44S 649 814 1121 1389 19'-4' (232') PRESTRESSED 165 201 313 401 490 518 661 N.R. 204 165 23S 383 550 134i 940 1160 21'-4' (256")PRESTRESSED 145 186 215 356 433 512 590 N.R. 112 142 212 336 411 635 801 993 22'-O'(264')PRESTRESSED 140 100 268 343 415 493 568 N R. 161 131 205 322 1 451 1 601 111 941 24'-O'C288')PRESTRESSED 121 165 1 244 1 312 13W 441 515 N.R. 135 124 Or. 290 408 538 680 833 GENERAL NOTES -REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8' PRECAST uJ/ 2" RECE55 DOOR U-LINTELS .� C FAVIT"I' TYPE LENCsTH 6- 8112F�-0B OW14. IS- OW22- 26- 81"�30-0H eRF6-B efiFiO-IB S1�14-IB NWIS-10 OW22-15 ORP26-15 SFF30-16 4'-4" (521) PRECAST 1489 159I 1821 3053 3412 2982 4982 3954 6412 4929 1941 5904 8416 6880 10818 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4481 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-8' (68') PRECAST 632 1602 1550 2058 2566 3015 3585 185 1153 2162 4014 6412 6516 5614 6839 5'-10' (10'J PRECAST 1"119 1500 1449 1924 2400 2616 3352 1003 2051 3811 6412 6516 5450 6411 6'-8' (80")PRECAST 822 901 I611 2933 2516 3223 3612 4522 901 1611 2933 4100 6130 8111 6101 1'-6" (90")PRECAST 161 1311 2252 1958 2451 2%44 3439 bb5 164 1311 1 232E 3609 5492 6624 5132 9'-8" Nib') PRECAST 311 420 834 1 1253 1011 1 1342 1614 1886 535 e28 1 1491 21113 1 2616 3595 2615 8" PRECAST UJ/ 2" RECESS DOOR U-LINTELS ff"I UI L IFT ATERA TYPE LENGTH SW6-IT SWIM -IT OW14-IT 8fW18-IT OW22-I1 SW26-IT S1#30-IT SW6-2T 6W10-2T SRFI4-2T SWIS-2T SIW22-2T 8W26-2 30-2 8RU 812E 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4%1 5825 S32 532 1244 1519 233E 3110 4006 4850 5696 4'-6' (54') PRECAST 1192 1501 2311 3121 3931 4156 5511 853 1192 1455 2240 3036 3831 4643 5453 853 5'-8' (66') PRECAST 924, 1112 1195 2423 3055 3689 4325 Sol 924 1132 1141 2351 2918 3603 4230 501 5'-10" 110'J PRECAST �9• 1138 1142 2352 2965 3581 41W 469 469 856 1099 i690 22W 28W 3491 4G0 (80')PRECAST T18 S82 1513 2042 2513 3101 3642 830 1100 118 S56 1468 IW-I 250E 3035 3563 (90') PRECAST 688 691 1325 1510 2280 2153 3221 110 S41 688 849 1302 1162 2225 2690 3151 9'-S' lllb') PRECAST 533• 433 808 1123 1413 I104, 995 6I4 533 521 ]COS 1369 1128 2088 2450 516 -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR S REBAR AT TOP MIN. (1)REQ'D ' 1-In' CLEAR TYPE DESIGNATION a F FILLED WITH GROUT / U UNFILLED 0 7 °' G.M.U. QUANTITY OF 05 REBAR AT BOTTOM OF LINTEL CAVITY z i GROUT aF1(a 15/1T - Z �p 45 REBAR AT BOTTOM L • • OF LINTEL CAVITY NOMINAL WIDTH NOMINAL HEIGHT QUANTITY OF "5 REBAR AT TOP 1-5i8'ACTUAL BOTTOM REINFORCING PROVIDED IN LINTEL S' 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 relnforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels IT-4' and longer with a nominal height of 8' meet or exceed L/160. rc. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 6. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. S. Safe load ratings based on rational design analysis per ACI 316 and ACI 530 1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% If bearing length is less than 6-1/2'. Safe loads for all recessed lintels based on 8' nominal bearing. 2. N.R. = Not Rated. 3. Safe load* are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One rebar may be substituted for two 05 rebars in 8' lintels only. 1. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite lintel heights not shown, use safe load from next lower height. S, All safe loads in units of pounds per linear foot. F-ANCN IT ECTa 6 Deign Grous.2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FA%: 407-7744078 www.abdeslgngroup.com AA M: 0003325 w y 2 0 U y 0 F 0 v sT 107. •s L04: SILVERADO LOT 1 BLK 7 PROn=T# 04128.000-00171 MODEM, 4EAB 1672- ARIA" OARAOffi s1TWO: RIGHT PAGZ, SAFE LOAD TABLES 150 MPH EXP. B ARCHITECT: STATE OF FLOFADA L fiA.ABOUCHACRA AR NO 93723 D M 10/19/17 8CALM 1/4"=l'-0" SIFT IB.1 0OWON3rr AND CLADDNO 1RND LOADS BASK YRD EIP08UE FOR s secm 0.m °ps"GB wuw WE SOM'HNO(VW FOAM AND TYPE FOOTAGE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING IS 5 24/-31 DR. MIN. CRITERIA S.G.D. MIN. 41 5 23/-29 CRITERIA 160'10 O.W.D. 112 5 20.4/-22.'I BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=H, EXP. B, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER FBCR 612.2 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE 07/06/61 (2) 3052-8H (2) 3052-51-1 EGRESS �NAI 8' 8' cLG• I j DIM OWNER'S SUITE 4' l2) 3052-SH - co 5'-10" 3 -4' i v 'L• C. — GREAT ROOM V - I:15H I I b36 I WI I 11 a 01 0IA 0b24IR b3b I v— _ B _ 4'-4" KITCHEN 8° 3 -0 3'-8' 3'_9'2�L'-':I 1/2 3'_Im•i 3'_6'. " F 3 m N 3_gH O. LG.LG. _ AT LAv '-8' GLG. b_4' 2'-0' 3:-6" r 5'-4" NOTE i C.I . `L� -8" ?@ 0'-8" I O SI ILS C r--� LAY. 9 LAUN O a CLG36'xb0' / . L J 3-5H _ — SHI PAN IR-ISH � vw O II GLG. i f — 22°x54 -i TT 5 8'-8I 'L u u=K1 I L AGGE D All r BOLLARD I I AS REO. IC., v� PER — — _ CODE v; OY R @I GARA E a c BDRM.#2 M.T." ro r _ ENTRY (2) 3052-SH EGRESS --- — — — — — — — — — — — — — — — — — — — — L20� 0� 160" 2'_8" 4'-4" FLOOR PLAN NOTE: -2-8 LOUv. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THEWA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING, DEVICE (R302.5.1) FBCR 5TH ED. (2014). SQ.FT. CALC. S LIVING 1612 SQ. Ft GARAGE 432 SQ. FT. ENTRY 38 SQ. FT. LANAI 96 SQ. FT. TOTAL 2238 5Q. FT. EXTERIOR MASONRY WALL BRG. HEIGHTS 8'® DBL. TOP PLATE 0 BAR DETAIL A SCALE: 1/2'•1'-O' _ ro C� m A R C N I T 8 C T 3 Grou .a Design 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774-6078 FAIL 407-7744078 www.abdesigngroup.com AA M 0003325 W 0 0 F 0 81tnmly. At RAT: SILVERADO LOT 1 BLK 7 PROJWT# 04128.000— 00171 ]tODffie 4EAB 1672— ARIA" GARAGM SWMWG: RIGHT PAO& FLOOR PLAN V. 150 MPH EXP. B DP 10/19/17 DCALft 1/4"=l'—O" sFI�T 2 fr A III C X ( T E C T 8 OFF RIDGE VENT 8'-8' BRG. HGT 14H WATYP. v 0'-0' FIN. FLR REAR ELEVATION TEXTURED FINISH OFF RIDGE VENT 0-0' FIN._FLR___—�— 8'-8' BRG. HGT I 148 WA3 TYP. J. 0'-0' FIN. OFF RIDGE VENT RIGHT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT l� 6 SHINGLE ROOF E(2 — FOAM DRAIN TILES 4' RAISED BAND 7 W, W-8' BFW. gr� TYP. 14H I6'X62' WA DECORATIVE SHUTTER 4' RAISED _ BAND (TYP.) I- 0'-0' FIN. FL.R.,�__ YY I _ I'-0IF] _0 WA j V S r 0'-0' FIN. FLR LEFT ELEVATION (DECO. DETAIL �-'1 SCALE: 12' I'-0' BLDG. HGT. RAISED BAND FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R103.8.1 AREA OF ATTIC = 2235 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/ 300 REQUIRED VENTILATION AREA = 2235 /300 = 7.45 VENTILATION AREA XSQ. INCHES PER FT. (144) = 3072.8 SQ, IN. MIN. REQUIRED VENTILATION = .5X 1072.8 IN UPPER PORTION OF ATTIC = 536.4 SQ. IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 536.4 /115 TOTAL#OF VENTS REQUI RED = 4.66435 TOTAL #OF VENTSPROVIDED = 5 •AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG EXTERIOR OF WALL TO EXTERIOR OFWAULNO OVERHANGS INCLUDED) Wrlo4ion rn: yv rE En-ovro FAX 407-774-0078 www.abdesigngroup.Ebm AA k: 0003326 F m U w O y v F E 3 �*---Tr E Liu SUNDIV. ae X,07% SILVERADO LOT 1 BLK 7 PROJWT#1 04128.000-00171 Moaa� 4EAB "1672-ARIA" OARAOS 81MG: RIGHT PAOS• REAR, FRONT RIGHT & LEFT ELEV. „C„ 150 MPH EXP. B ARCHRECT- STATE OF FLORIDA i 1 .a77 FlOLA%ID XNABOUCHA riR�i AR NO 93723 nA 10/19/17 SCAM 1/4"=1'-0" 8x2wr 3C .. — DENOTE RAT FAN • W O/C MAX .. DDM M STPQl &CK a 1-7 W Or M4)<. BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING m 4'-0' O.G. BETWEEN TOP CHORD 4 2X4 SYP "2 X-BRACING. REFER TO DETAIL S/D5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP "4 OR SPF BEVEL CUT TO TRUSS TOP CHORD W/10d x 3' NAILS a 6' O.G. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. 2 o it - I H II II i GJ I I �J5 y�A II II II � � II II II II II II II � II II II II � _ = = L J11 I L JL— LJI _JL 1 II1 = A9Cs A, = = A6 lu I I A2 II � j= — _------- _ _ = AIA HJCJ II i D I� JA A2 ATTIC ACCESS i A3 n A5 ----- tie A& i n =1 m YRAMING PLAN CJI CJ3 CJ5 A R C R 1 T E C T $ 6 Design GM .n . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7746078 FAX: 407-774-4079 wwwz"dosigngroup.com AA #: 0003325 w U 0 c, y O 0 V aysD:a. LOT v SILVERADO LOT 1 BLK 7 PROJWT* 04128.000— 00171 HODulu 4EAB "1672— ARIA" GARAO$ 81WWO: RIGHT PALM FRAMING PLAN ELEVATION „c„ 150 MPH EXP. B of i s,. DATM 10/19/17 OCAIM 1/4"=1'—O" axis 4 C CONNECTOR SCHEDULE ICONTROL DATE: 01-05-11 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-V. 1450 NTA 16-18 1625 (8) Od x 1 1/2' I -PLY, (b) I d 2-PLY, (USP: (10) 10d X 1 1/2' - NO Ibd OPTION) (2) META-16 1985 (2) HTA 16-18 2800 (10) 10d x 1 1/2' I -PLY, (USP: (10) lod x 1 1/2') 2515 (14) 16d 2-PLY (USP: NO Ibd OPTION) HE7A-I6 IBIO HTA 16 Isle (9) 10d x 1 1/2' 1-PLY, (8) 16d 2-PLY USP: (10) 10d x 1 12', NO Ibd OPTION HETA-20 ISO HTA 20 1810 (9) 106 x 1 1/2' I -PLY, (8) Ibd 2-1-LY USP: (10) 10d x 1 1/2', NO Ibd OPTION >_ w (2)WETA-20 2035 (2) HTA-20 3230 eIV) 10d x 1 1/2' I -PLY USP, (10) 106 x 1 1/2' 2500 (12) Ibd 2-PLY (USP: NO Ibd OPTION) Z O LGT-2 2150 LUGT-2 1550 (1) - 1/4' x 2 1/4' TITEN, 2 (USP: BILK (5) 1/4' WB, WOOD (16) 10d vi DETAL-20 24W DWTA-20 2430 (16) - 10d x 1 12, 1 PLY MGT 3965 MUGT 4115 (V 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (2W Tod TO WOOD) HGT-2 • lo980 HUGT-2 9190 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IV EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d) HGT-3 • 10530 WIGT-3 S660 (2) 3/4' A.TI'a. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) l0d) LGT3-SD825 3285 LUGT-3 3525 (12) SDS 1/4'x3' TO GIRDER, (4) 3/8' x W TITEN HD TO WALL (USP: CONC. (4) 3/8' X V WEDGE BOLT, WOOD (12) WS25) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) lod x 1-1/2' (USP: (10) led x 1 1/2' vls7 4940 NO USP CONVERSION FOR SIMPSON VGT (U 5/6' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (Ib)-SDS I/4'X3' TO WOOD (V VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN NIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-SDS 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 IISS (14) 10d x 1 1/2' CUSP: (14) 10d x 1 12', (14) 10d) HTS-16 1150 HTW 16 1260 (16) 10d x 1 1/2' (USP: (16) lod x 1 1/2', (16) 10d) HTS-20 1450 HTW 20 1530 (24) 10d x 1 1/2' (USP, (24) 10d x 1 VY, (20) 10d) HTS-24 1450 HTW 24 1530 (24) IOd x 1 12' (USP: (24) 10d x 1 1/2', (20) 10d) LSTA-12 •a 525 LSTA 12 930 (10) 10d USP: (10) 1Od LSTA-18 ++ 1235 LSTA IB 1235 (14) lod USP: (14) 10d MSTA-10 • 1315 MST4-18 1310 (14) IOd USP: (14) 10d N MSTA-24 •• 1640 MSTA-24 1640 j (18) led USP: (18) lod d MSTA-30 as 2050 MSTA-30 2065 (22) 10d USP, (22) 10d < MSTA-36 + 2050 MST4-36 2.5 (26)106 USP: (26)10d I-- MSTI-3b 380o KSTI 236 3890 (36) 10d x 1 1/2' USP: (36) 10d x 1 1/2' V) MSTI-48 5065 K761 248 5140 (46) 10d x 1 1/2' USP: (48) 10d x 1 12' 146 950 LFTA 6 1210 (8) 8d TO PLATES, (8) ad TO STUDS (USP: (16) 8d x 112', Orb) Sol) SP4 885 SPT 4 945 (6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS A34 395 MP 34 300 (4) 8d x 1 1/2' TO BEAM, (4) bd x 11/2' TO POST. USP: (4) Sd x 1 1/2' TO BEAM, (4) 8d x 1 1/2' TO POST, HCP2 645 HHCP 2 am (12) 10d x 1 1/2' USP: 00) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE HIOA 1140 RT I&A 1380 (18) 10d x 1 1/2' USP: (9) 10d x 1 1/2' TO TRUSS, (8) 10d X 1 12' TO PLATE VGT / HDU4 4940 PHD 4A 5215 (16)-SDS 1/4k3' TO WOOD, (10)-SD6 I/4'x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER2 PLY USP: 5/B' ATR MIK l' EMBED SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD SOWS VGT i HDi6 4940 TDX 10 10140 (I6)-909 1/4'xV TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSAUASHER2PLY USP: 1/8' ATR MIN. l' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6115 (1) 5/0' AT.R. IN HIGH STRENGTH EPDXY, (MIN, l' EMBED.) IN CONIC., (12) Ibd TO WOOD USP; SAME AS SIMPSON ABU 66Z 2300 12000 PAU 66 2380 16005 (I) 5/8' A.T.R. IN HGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CCNC, (12A6d TO WOOD USP: SAME AS SIMPSON v% LTTI9 ••• 1540 LTS 19 1205 (1) 3/4' A.TI¢. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONC., (8)10d TO WOOD USP, SAME AS SIMPSON 0 LTT206 .•• 1500 LTS 2015 1105 lU 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, l' EMBED.) IN CONC., (IOAOd TO WOOD USP: 3/4' ATR MIN l' EMBED SET IN HIGH STRENGTH EPDXY, (10) 1od, (10) led x 1 1/2', 2-12' = 0 Z HTT4 4455 WTT45 4160 (1) 5/8' AT.R. IN NIGH STRENGTH EPDXY (MN. 1' EMBED,) IN CONC, (15) SD'10 X 1 12' (USP: (20) W d X 2-1/29 USP HAS MORE NAIL OPTIONS: (20) 10d, (20) Wd x 1-12', (20)16d x 2 12' Q H7T5 5e90 HT745 5005 (V 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (26) Ibd X 2 1/2' (USP: (20) Ibd X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1.12', (20) Ibd x 2 12' HIID011-SDS 25• 11,010 UPHD 11 14395 (U 1' ATM IN NIGH STRENGTH EPDXY, (MIN 10' EMBED.) IN GONG, (24) SDS V x 715' WOOD SCREWS (USP: (24) W53 WOOD SCREWS) HD1B 6645 TDX 10 10140 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC, (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) N MBHA 356/1125 3415 5330 NFM35XI2U 2580 1t30 VMPSON: (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN, bMV EMBEDMENT) IN CMU. TOP, (U 3/4' ATR. IN HIGH STRENGTH EPDXY, (MIN, 6.15' EMBEDMENT) IN CMUU. FACE, (ISAod TO BEAM USP: (U 12' J-BOLT W/ MINIMUM 6. EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. W2660 0 HUSC412 (WOOD) 3635 (FLR) 4194121E 3060 2110 (FLR) (10) Ibd TO HEADER, (10) 16d TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) Z Q HUC410 (CMU) to" 4920 HD410 IF I305 5000 (18) 1/4'. 2.3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (IS) 1/4' x 3' WS3 SCREU6, (10) 10d TO WOOD. USP (20) 3/16' TAPPER-, (10) 10d TO WOOD W1C210-2 (CMU) 1000 5085 HD210-21F 1305 5000 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: OW 1/4' x V WS3 SCREWS, (10) lod TO WOOD. USP (20) 3/I6' TAPPER., (10) 10d TO WOOD WJC210-3 (CMU) 1800 90B5 HD210-31F 1305 5000 (10)1/(4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (1W 10d TO WOOD, (USP: (I8) 114' x Y WS3 SCREWS, 00) 10d TO WOOD, USP 20) 3/16' TAPPER-, (10) 10d TO WOOD LG11M26-2-805 1430 5595 LGU'126-2 2125 6065 1 (4) 3/4)8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 12' SDS SCREWS TO WOOD, USP l3/B' X 4' DGE BOL •( 3 UlOOD9GRE HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. • WHERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP. THE VERTICAL CELL IN CMAI. WALL MUST BE FILLED SOLID w/ GROUT. •. 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. 14. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE V, MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' W I— O A.T.R • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-Ai53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'NIGH WINO -RESISTANT CONSTRUCTION F-C-HURCAGI&, AND ANCHORING 2 FASTENING SYSTEMS FOR CONCRETE 2 MASONRY CATALOG C-SAS-2012 2 USP STRUCTURAL CONNECTORS 20115-2016. HEAUhN ZSYA1V UHAN SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x 8 5'-4' TO l'-0' DBL 2 x 10 l'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5'-0' TO 6'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-0' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO V-0' TO 81_0. UN.O, W-11 1/2' 1'_p I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING ENO OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 (2 SYP) l/16' OSB NAIL (3) 12d a W-8' O.C. TYP. 2x12 BM./HDR. 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: • TRUSS TO MASONRY/CONCRETE SHALL BE META-16 • FLOOR 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 MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.NI.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-126 HAND DRIVES g EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 'I. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. S.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A R C N 1 T E C T 11 1 Design GrouIOT... 141 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774.4078 www.abdosigngroup.com AA 8: 0003325 J F 0 Chi C O Z m� ounoxv. a. LOT SILVERADO LOT 1 BLK 7 PROJECT* 04128.000-00171 mopmu 4EAB "1672—ARIA" GARAGE 8'WWQ. RIGHT PAGE: CONNECTOR SCHEDULE 150 MPH EXP. B ARCF%TECT= STATE OF FLORA DATE: 10/19/17 8CALE: 1 /4"=1' - 0" 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP aNOL! PY)LC Homo amen II0V CUTLET VJTo ofauoURETw "no r WI 0DV OUTLET MEIBFER (TAMPER REa6rANr T,ru 220V OUTLET (4) WRE CQd*CTm Cfl a l�T ieRPRDOF nrrEmlrreFalr SUTCH SUITCH 3-UTAY OPER W4 O UTCH 4-WAY OPER 0 Ub1LL FAINTED LIGHT CEILING LloW VP V PROOF LOW `O\ RECCaLED CAN UALL ACONCE PRE-WRED VENT. FAN 1 CFM PER a2 PT. VENT. FAN uoLrlrt I OR, P8R 60. M. V F TAD KR'at (61'EC'6 6T FLUORESCENT T I.OILD UMN' ARI r muonsBC@R RUORESCENT -0--,ro.—..-� IlOE a TRACK LIGHT PANEL MIER SD. WALL FIONTED BFg1� DETECTOR GATT- BAIX.Is YIC.liEaml� CARBdI fIGIDXID! MRR-00"OTED ® °�/CO ETE DI CChem LL!% A DISTANCE BIIACr NOT LIM 7v A• PENDA LK ►tELEFI JACK UN WATER HEATER D*CGNECT TO OE lflveTED 1 N. 1 TELI I80N JACK L� CEILIJO DOX TO DE 81U°PORTED N O J.eox ACCORDANC! OF DOX i� ICEILaG FAWLIGLRDA661JGN FOR FLOOD LIGHT OPT. BEaElRY KEYPAD PA PU .mur*w FOR wms RO PORT LOCATION OF TV JACKS 4 PHONE OUTLETS : FANS TO BE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBCR 5TH EDITION 12014)- LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT- INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014)- ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR. 5TH ED (20141 -GEILING I I 6 4 �-_ MrD.TO BE e OWNER'S I�INSTALLED, SUITE PROVIDE �\ J-BOX FOR \ _ PRE -WIRED OPT, FAN--'k-- -- CLG FAN GFI /A z - 3� i I NN ' DROIOM L� PRE -WIRED - - - CLG FAN „�A, �j� 3 1 --1- - - -- -1 t) L— ! W.LC. Z GREAT ROOM \\o \ SWITCH IN I i 1 CABINET I KITCHEN GFI � 1II I - --- HOOD WIRE W/ -ooF / O. OUTLET FOR / I~'tLLuu I BATH FUTURE MICRO. ----- PRE -WIRED i� ir ' II I 7,IAUN. F-- C \\InPIS. R F-I o� 42• o ' I -' —/ �\ \ �I \ — IIII 1 WHH BATH i II GARAGE - - - - DOOR \ E� _ i - �__,_ BOLLARD Z""LL MOUNTED AS REQ. PER B DG. \ LIGHT W/SWITCH IN ' ATTIC CODE KEYLESS _ - I FIXTURE BDRM.#2 PRE -WIRED CLG FAN GFI CLG. OUTLET METER FIELD VERIFY LOG. L OHD IRRIGATION OUTLET 0 1 \ 48' AFF. I I GARAGE GFI rAL I M WP H I GFI I\ ENTRY -- -- / COACH LIGHT ELECTRICAL PLAN LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP NEC CODE -02) HOUSE PLAN: MODEL "ARIA" LOAD INFORMATION VA /642 ap rT OltlmtAL LgNITNO E 3 VA PRR RQ R 6018 2 80 AMP APPIJANCE CIRCUIT Ai f600 VA EA 9000 1 UUNDRY CHLCUR 1600 1 RANGE AT NAME PUTS EATMO OR COoRT0P/OVEN 12000 I WATER HIU,7ZR 4600 I DISRIFASTRR 1E00 1 CIOTNUS DRYER 6000 1 omm.AL 600 I MICROWAVE I6G0 1 REFRIGEEATOR 1200 SU6TOTA1. or OENERAL LOAD 96416 FIRST 10 "A OP GERERAL LOAD AT IOM 1000D REMAINDER OF GENERAL LOAD AT 40X 26416 VA 1.4 30166 TOTAL NET GENERAL LOAD 20166 36 TON HEAT PUMP IF/ 5" EWRRORNCY REAT STRIP) Q! A z 240 VA- 3.6 TON COOLMO lrR 40 A % 240 VA fr200 NST GENERAL LOAD 20166 --_ NL'T TOTAL HVAC S60o TOTAL - 2aT86 CALCULATED LOAD FOR SERVICE 2RT66 VA/240 - I24 AYP 150150 AMP-2ER F. •WORST CASE SCENARIO - MOHER'T I LOAD Us- FOR CAICULATION3.• NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA c 1001, REMAINDER ® 35% NET LOAD: 6,S4S VA RANGE: 12,000 A 10% 6,400 VA DRYER: 5,000 W 10% 3500 VA TOTAL 1804$ VA NEUTRAL AAPACITY: 18,48E / 240 - 18 A A2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3.2/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 F4/0 AL, T14UN 4 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) 150 AMP ELECTRICAL RISER NOT TO SCALE, COMBINATION SERVICE DISCONNECT SWITCH AND GENERAL NOTES: M ELECTRIC METER IN A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION 12014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P B. ALL CONDUCTORS SHALL BE TYPE THHN/THU,N UNLESS MCB NOTED OTHERWISE. TELEPHONE SERVICE lt_w ENTRANCE EQUIPMENT POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 "2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 150 AMP 9/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT A R C N I T E C T S 6 Design Groulrla 441 N. RONALD REAGAN 81 VD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX 407-774-4078 www.a bdeslgngroup.com AA $: 0003325 y V y z O h c FR. O V atTBDIV. So LOT: SILVERADO LOT 1 BLK 7 PROJECT* 04128.000-00171 SWDM I, 4EAB 1672— ARIA" GARAGE NWINCk RIGHT PAGE: ELECTRICAL PLAN 150 MPH EXP. B INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS No A cRA AR NO a0723 1 F4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD PRINT DATE: 10/19/17 aCAL� 1/4"=1�—O�� aF 5 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 LE55 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 WA 2-W 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOUTERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O EXTERIOR WALL PLENUM - T y AIR RETURN SUCTION AND LIQUID AIR SUPPLY ,r '� REFRIGERANT LINES y AIR HANDLER Imo— EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT - TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 3012.1.1 HVAC DRAINS SCORIATED NICKEL BRONZE FL, PL. BRASS PLUG 1I I __ INSIDE I I CAULK l y I FIN. FLOOR OR WALL FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED WADE 6240-K JOSAM 56000 SERIES NICKEL 5RA55 TOP P.V.0 OPTI/SPEC IV. SEE aITE PLAN FLOOR SLAB CLEAN —OUT (TYPN) T LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR I WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK --- BROKEN LINE. RETURN TRUNK BALANCING DAMPER OR OBD 0 CEILING EXHAUST FAN CEILING EXHAUST FAN 4 LIGHT O/A OUTSIDE AIR THERMOSTAT ED PASS-THRU AIR GRILL SECURE STRAP TO GONG. CONDENSER W/ (2)-3/16'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) '8X1 1/4' 5HT. MTL. 5CREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG 6 SEE SPEC. R\\ L - I -8'X8' CONC. FIN. GRADE'.I.__ —G OR PAVING F ITT ING OR I I EXTENSION TO SOIL OR WASTE AS I REQUIRED I 1 � y II III INV. SEE ------- _ _V SITE PLAN NEXT. GROUND CLEAN —OUT (T MECHANICAL PLAN PROGRESSIVE AIR SYSTEMS 05/20/14 A R C N I T E C T 3 6 Design GrouP-.2. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAK 407-7744078 www.a Edeslgngroup.c0m AA M: 0003325 W ti iq 0 0 F 0 E: F s'ummm Ae LOT: SILVERADO LOT 1 BLK 7 Plloi=T# 04128.000-00171 Monte 4EAB "1672-ARIA" GAFRAGN BMWO.- RIGHT PAGE': MECHANICAL PLAN 150 MPH EXP. B r ARCHTECT: 7 PJtl[NT DATM 10/19/17 BCALM 1/4"=1'-0° Dime= n,'s RlOAR veRrN:.ILLT W, conk LL. — -- YR !IIPDORro POR DPDgI!YGA@•! 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W NO UPLIFT W NO UPLIFT �1� SERGE DOOR �1� AGAR�AGE �UPLIFT SCALE; I!A'•I'-m' [GALE: 1/T•I'-0' 6C SCALE: 1/1'•I'-m' Y � GT-I'Z' V .� (UT ReEAR NRIIOALLY Y4 CgLC. PGw CELL g. CI'll _Y Cllm IIYYM VAREB � !V 7 RlDAR vlRTIGALLY tlV CdlC. POUR C@LL PD1 �RTIOI! A �~� L V p ' poNO. REK. W/ ♦YA' YAAMNAm L POLY CIMYLElE A teXTwlD PMUN L Y uVAPOR IaTARD•R W R IM TREATIlNt WALL !! > C <' CONC. RlK. W/ W. YYANYLAO Y!M'r DAD TRACKR IKQDD POR AR 6 0 a _--- E D' CFD J L V LLU'A GAD! L Y f3) •D IMedR ON GllAlla _ "• . dJ iNYIL PG.T ETMYLlN! VAPORRIK. % • RC1AItDHR GL Wll1-CGTACTm z CLEAN RLL TeRID! t11EATF@Ir DIIALL L Y , EE FORA-cARe n ' 'D A' TARO. REK. W' i1J' WA%GAm W111 W .- L POLY ETNTLeNe VAPOR RErAImeR W LLELL-CQIPACTEO CLEAN PILL TIRMIT@ j, !U'D-CONY. '�-- -�+. IW D'rb' WAXWM WlM f ON b-MLL POLY LL- VAPOR r p.• e PdTARDER ON @EI.L-CQIPA LL CLEAN RLL teRpETl TREAtIlM DNAI-L eK OORA'CARC PZKI L Su m s 6-6_� - ft= OJ ONARD TREAT•lNi DNALL M eORA•CAR! \ \'- 1 , T REGAR GJ CNANa m Ij y I. (V 3111EAR d C1MII18 2-STORY FOOTING L 2-STORY FOOTING AT GARAGE [GALE: 12'•I'•0' 9 CONCRETE PAD c :..1� 10 SLAB AT S.G.D. DCALE� p.r-m• 11 GARAGE DOOR FOOTING ecue� vJ•.r-m' 12 SHOWER RECESS FOOTER DCALe, p.r-m• 13 W BLOCK WALL baE IR'•I'-0' __��_�. �j•-�OAl1LIC AND DIAL OROUtID EdA !!AM �� VAREDPlRlLly- LDa iOvm— I �' PVC bLEly! PqY AAD LYa m'�' PDL PLR '�I�'AL� RleAR YV MP NOGG Tle vERrICAL RL'DAR D' au DYroImD eGc ecAn £ c TO FIOItlIPJiAl laeaE Yv YP• uroK - _ � ° POLRED LMlL CONY. (MJ D' G1 PILLED CCLL rMJ M WALL PRAMMD n N DRYWALL YDOD eAOE . 2 � � " y L ° • - _ I A AlmurcD eoNo elan r x'xT• AnnalY eGLTD w l4, x'x1' J-ld"ie MYJ. D' eMeeorexr W/ ]SO'xVD' WA&#R bm IUT MACED lYEW.T RDG1 FLOOR TO eOND eEAn DET M JOMD PRIOR TD FY1YJs IR.E!\TD ANDNDR M DOLID roles 4CCLTIAeLe RTDROPT, 1 ' ° pI m (n ti D' PVC CN46E TNII I00IlIL' S } - � �. — �-- 1•D,DRY r], 9 REEAR aN GNAIRD t-BTCRT fS> 9 ReeAR R! CNAIRO _ �_ � i - -- EXT./INT. 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REBAR LAP PIPE THROUGH it1 REINFORCING L$ �— F BEARING CHANGE S TORY G �— A OMITTED DOWELSFOOTIN B REBARKLAAP AT FOOTING CAT LINTEL CORNERS BLOCK WALL D W ALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A R C H I T E C T 8 6 Design Grou IRD. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407.7744078 www.abdesigngroup.com AA k: 0003325 e y �B Pi yo y O F Q V aysn:v. Be LOT SILVERADO LOT 1 BLK 7 PROJWT* 04128.000-00171 woasozr 4EAB "1672—ARIA" GARAGIC NVaNG. RIGHT PAQr. MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B DA6M 10/19/17 aCAUM 1/4"=1'-O" axzzr D1 PRE-ENGINEERED TRUSS 4'-0' MIN. MTS-12 BOTTOM PLATE: 1/16' OSB. (2) 12d NAILS AT EA STUD. BTM. PLATE 2X4 DBL. TOP PLATE 2X4 STUD 16' O.C. J 1/Ib' OSB. L✓ V!' All. W/ MIN. 1' EMBEDMENT LOCATE W-e' FROM ENDS AND 32' OG. MAX I. TEXTURED FINISH MTS-12 META-16 (2) 12d NAILS WITHIN 4' OF EA. 32' O.G. MAX S' CMU WALL PRE-ENGINEERED END 4 (2) 12d NAILS a 12' O.C. TRUSS MAX IN FIELD. KNEE WALL DETAIL 1 STICK BUILT WALL DETAIL N.Tb. 2 0 BLOCK SCALE: V2'.I'-0' SECURE 2x6 MIN. TO BLK W/(2)h' ANCHOR BOLT W/ 2' WASHER SET IN SIMP80N HIGH STRENGTH EPDXY 4' EMBED. 2X4 SECURED TO GABLE END W/(2A2deEA. UPRkCWT PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS a 16' O.C.W/ MAX BOTBPS • EA. STUD TOP / BOTTOM PRE-ENG TRUS9E8 W/TR188 TOR UP TO '1�00 UPLIFT DOUBLE TOP PLATE A' _-SECURE 2x TO BLOCK 1}' TAPCONS OR DRIVV E PIN (MIN SHANK SIZE .145) "HEADER a .p SECURE 2x4 ON HEADER SIZE PER SPAN CHART. 2X4 SECURED TO GABLE ENG W/(2)12d 6'-0' O.C. SIMPSCN LSTA-12 a EA JACK STUD, BOTH SIDES OF OPENING. 2x STUDS a 16' O.C. MAX W/ SHEATHING. SHEATHING TO BE nnx ovE°iu� ae• SIMP80N MBTA-24 s EA JACK 2.0 STUDS a 16' O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN 7y' OF WINDOW/ DOOR OPENING AND SECURE PER PRICMT [MIN EMBED. I }•) WITHIN S' OF EACH kp u - END AND IB' O.C. MAX m a SPACING a T FLAT TO BLK DOOR/ WITHIN I' OF WINDOW/ DOOR FA87ENER SCHEDULE �' OSB. SHEATHING OR W/ CUT NAILS. WINDOW OPENING OPENING AND SECURE PER FASTENER SCHEDULE (2) STUDS, (2) JACKS • EA. BIDE OF OPENING �COX PLYWOOD D SIDES: 2X6 GARAGE DOOR BUCK W/ (3) Vxs J-BOLTS 4' EMBEDMENT MIN. W/ 2'XI'X6 WASHER AND NUT SPACED EVENLY FROM FLOOR TO © L a GABLE BLOCKING TRUSS 2x4 BLOCKING a EA RAFTER L-30 EA RAFTER 17- KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD A98EMBLY TO BE SECURED ONE PLY e A TIME. JACK STUD ASSEMBLY 10 BE SECURED ONE PLY a A TIME. USE 12d NAILS, TWO WITHIN b' iTHAN tl O.C. S�TAGGERE4 NO D� WINDOW SILL W/CRIPPLES �' O'C' 1' DIA ANCHOR BOLT 2.4 BLOCKS —� Chit WALL spj a ,� GARAGE DOOR WM IN JOINTS PRIOR TO FILLING. I-2Xb PT BLOCK a CENTER OF DOOR HEADER W/(U XfXB• J-BOLTS 4' EMBEDMENT W/ 2'X2'X)6' WASHER AND NUT L W23 EA. RAFTER 2x4 RAFTER a 24. O.C, 22x4y.IpX (TYP) �i _ L USE Qd NAILS, i11JO WITHIN b' FROM EACH END 4 NO MORE THAN IV Or. STAGGERED SP4 OR N5 a 10P AND LENGTH STUD, BOTH SIDES BOTTOM PLATES . EA L OF OPENING. 9NEATHING i0 LAP TO TOP OF MASONRY WALL. SHEATH MUST NOT AT 16' O.C. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMP' MSTAM-24 a EA. JACK, SECURED U1/ SPECIFIED ANCHORS 2X6 P.T. BOTTOM PLATE Pr�wT aLL I _1_ _ NOTES: ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACIURER'8 INSTALLATION INSTRUCTIONS "RE y �� - — SUCH INSTRUCTIONS ARE MORE STRINGENT BREAK 1'-4• MIN. FROM 2ND GARAGE DOOR BUCK ATTACHMENT c.l SCALE, I!['.I'-0' �1 FRAMED OVERHANG `I' NTS. TYP. OPENING v EXTERIOR WINDOW WD FRAMED / DOOR (W/FLOOR FLR. LICE. E. TRUSS) WINDOW ® 2-STORY OPENING WALL ARCH WINDOW FRAME A SECTION \ v J scALE: 1/2•.r-®• SCALE: V1'•I'-0' 3 FASTENER SCHEDULE NOTE: TYP. EXT. SHEATHING ATTACHMENT ROOF DIAPHRAGM USE 1/16' ObB. OR V2' CDX PLY WITH 'BRING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 'S RING SHANK GUN NAILS AT 6' =. AT roc sNA:.rc `nry Na�6 • a• oc. R oP eoncn EooEs FOR GRADE) NOT SHEAR 4 UPLIFT (OS$. TO BE STRUCTURAL 02,1NECTORS FROM STUD TO PLATE ARE REOUI-D EXCEPT • OPENINGS PRE-ENG. TRUSS / INTERMEDIATE SUPPORTS. SEE DETAIL. DBL. 2X TOP PLATE ROOF SHEATHING GABLE END FRAME USE '8 GW NAILS • 4. O.C. 1/I6' OSB. - — — EXTERIOR SHEATHING 2X BLOCKING TOP OF USE 1/Ib' O.S.S. OR 1/2' PLY WITH -S RING SHANK GUN NAILS AT 6' O.C. AT PANEL SIDES AND SS RING SHANK GUN NAILS 4' O.C. TOP t BOTTOM PANEL AND'B RING SHANK GUN NAILS AT 6' O.C. AT ° �•$ 1/I6' OSB. 2X STUDS 16' D.C. MAX. s * INTERMEDIATE SUPPORTS. SEE DETAIL. NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED A8 ACCEPTABLE FASTENER FROM ANY MANUFACTURER AN 44 Y '�'. o _ RIN3 SHANK GUN NAILS • 6' O.G. M FIELD 2X BTM PLATE a 9/4' FLOOR DECKING ' NAIL REQUIREMENTS (� � PRE- ENGINEERED s FLOOR TRU88 SIZE HEAD LENGTH DIA. TENSILE 97 8d DMODIPIE 2 3)8' 1 .113 1 110ID00 OR I NOTE: NAILS TO SE MFG. BY MEMBER OF INT. STAPLE, NAIL U TOOL ASSOCIATION mU13 y NOMINAI 4HANK bl ETER TOP CORD BLOCKING AL 4' O.C. MAX IN FIRST 2 FKAMW. SPACES AT EACH END. a u RAFTER OR TRUSS ROOF SHEATHING rc 9 Z K 0SHEATHING ✓P O :p a F 2X4 a 1'OP 1 BOTTOM CONT. W/ (5) 12d NAILS WETA-16 BLK WALL QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK — TYP. EXT. SHEATHING ATTACHMENT FOR ROOF (OSB. TO BE STRUCTURAL GRADE) , 2. RING DIAMETER OF 0ID@ OVER SHANK DIAMETER P W/ 1/4' GAP FROM BLK TO ObB. 2X4X4' SECURE TO TRU99 W/ 3-12d O.C. MAX TYP. IN 3. Ib TO 20 RINGS PER CH 4. 0180 INCH FULL ROINJD HEAD DIAMETER 'B 2• DECK SCREWS a 6'-8' O HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT PERIMETER OF 0.8B. TO PROVIDE CONT, NAIL PATTERN 2X4 SECURE TO 2X4 BLK W/2-12d SECURE TO BLK W/ META-16 S. 2 INCH NAIL LENGTH ROOF 6hIEATh41NG LAYOUT AND ENDWALL BRACING BUILDING LENGTH _ p 3 m TYP, yy 3 o a� P MAXrIN FIELD. UUNNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING O IDEATE T G AREA TO BE B OCKIED FROM DBL. TOP PLATE I HORIZONTAL BLOCKING. ®SHEATHING •TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF III,* FROM SHEET BELOW O5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL To STUDS EXT. SHEATHING ATTACHMENT 2'-0" EN ON ®0 T SERVICE DR. 8 NOT USED FOR GABLE END FRAMING FOR sTR WALL SHEATHING (086 TO CTURAL GRADE) BE k EXT. WALL SHEATHING SCALE: I!1'•I'-0' 7 SCALE: 1/2--1'-0' TYP. 3/4' TUG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS A R C N I T E C T! 1 6 Design Grou 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA M: 0003325 F y O y O F A Z EIV8D2V. d6 I40T. SILVERADO LOT 1 BLK 7 PRGJMT# 04128.000- 00171 MO DI M 4EAB "1672-ARIA" GARAQZ B'WXKG' RIGHT PAGffi: MISC. DETAILS 150 MPH EXP. B B� DATM 10/19/17 8CAI.ft 1/4"=V-0" 82EM CT D2 FIBERGLASS SHINGLES OVER 1130 FELT PAPER INSTALLED PER FBCR R9052.1 ON J' O.S B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS �.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 iEE ENERGY CODE FORMS :OR INSULATION R-VALUES ' GYPSUM BOARD OR }' HIG ITRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK W/ 1) 05 REBAR CONTINUOUS 'RECAST LINTEL IEE ENERGY CODE FORMS OR INSULATION R-VALUES 11NDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1)05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 16' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL 1/16' OS.B. OR }' CDX TYVEK BUILDING WRAP FORTIP15ER BLDG PAP GALv'D MTL. LATH 1/5' TEXTURED FINISH w WOOD )e' TO s/8 MID WALL WEEP SCREED Z Q LJ -8' CMU -5/S' TEXTURED FINISH a MASONRY WEEP SCREED DETAIL C WOOD TO 2 LVut" uV1N1N SCALE: 1 1/2'=1'-0' 8 NOT USED 8' GIMIU )f' DRYWALL FIBERGLASS SHINGLE5 OVER 030 FELT PAPER INSTALLED PER FBCR R005 ,1 ON 2' O.S.B. SHEATHING OR 1' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL, DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 5TIFF5ACK (SEE SEALED TRUSS ENG. FOR SIZE t CONDITION.) �6 O.S.B. SHEATHING OR j' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX 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 6' O.C. MAX SECURE 2x6 PT. PLATE TO BLK W/ %'x9' ANCHOR BOLT W/ 2' WASHER SET IN SIMPBON HIGH STRENGTH EPDXY 1' EMBED. MIN. m 32' OC MAX. %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY I-X4' OR 170• P.T. NAILER P.T. OR'/'x4' MIN. SECURE ❑ TH -yI THRU FRAME 1 EXTEND I-Y,' INTO BLOCK WA/ M�' TAFYANS OR DRIVE PM (MIN. 9NANK SIZE .145 MIN 1A SIZE 300 ❑ MR EMBEDMENT 1-Y.' WITHIN 8' OF EACH END 1 B' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +3/4 OR +5/4 A WINDOW TO BLOCK +3 4 OR +5 4 eCALE: 2X4: CM SECURE TO BLOCK W/',N., TAPO" OR DRIVE PIN (MIN, SHANK 812E .10 MIN. HEAD SIZE 300 MIN, EMBEDMENT I )V,') WITHIN 8' OF EACH END 1 B' O.C. MAX SPACWW 2X6: SECURE TO ROCK WPN SECURE TTAPOONS O DRIVE PIN (MIN SHANK SIZE .10 ❑ MIN. HEAD SIZE 300 MIN EMBEDMENT I Y4') WITHIN I" OF EACH END 1 18' O.C. MAX SPA01453, a, cm 2X8' Cs= X' DRYWALL SECURE TO ROCK W'2-%* TAPCONS OR DRIVE PIN I'X4' OR I'M' P.T. NAILER (MRI. SHANK SIZE .W5 DOOR CASING MIN. HEAD SIZE 3" DOOR JAMB OR WINDOW MIN EMBEDMENT I Y') ATTACH TO 2X PER WITHIN 8' OF EACH END 1 IBM. MAX SPACNG. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +1-1/2" B WINDOW TO BLOCK +1-1 2" SCALE. I'.1'-0' z� �o 1—STORY GABLE 1 A BLOCK WALL SCALE: 3/4' -1'-0' 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' 15R4 IS PRESENT PRE-ENG GABLE TRUSS 2x4 NAILER CONT. 2x4 RAT RUN SECURE W/ (2) 12d's tv EACH TRUSS TO BE INSTALLED * MID. POINT OF TRUSS SPAN, OR 10'-0' O.C. MAX. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 1' GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK I (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) R5 REBAR VERTICALLY W/ CONIC. POURED CELL Ix2 P.T. FURRING STRIPS g 16' O.C. 8' CMU 1/2, GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN OVER 030 FELT PAPER aadel TRUSSES WHERE 'X' BRACING INSTALLED PER FBCR IS PRESENT R9052.1 ON a' O.S.B. SHEATHING OR }' CDX PRE-ENG GABLE TRUSS PLYWOOD SECURED PER FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) P.T. Ix2 W/ MTL. DRIP EDGE 12d'6 ® EACH TRUSS 2x4 OR 2x6 SUB -BAND m= TO BE INSTALLED o MID. POINT OF PER ELEVATIONS TYR TRUSS SPAN, OR 10'-0' O.C. MAX. VENTED ALUM. SOFFIT a off SEE ENERGY CODE FORMS FOR INSULATION R-vALUES STIFFBACK (SEE SEALED 1' GYPSUM BOARD OR TRUSS ENG. FOR SIZE 4 HIGH STRENGTH CLG. CONDITION.) BOARD O.S.B. SHEATHING OR }' r 2x4 NAILER CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE 2x4 m 24' O.C. m INTERIOR ON SHEET D5 KNEE WALL 1/8' THICK, 3 COAT CONIC. FILLED LINTEL BLK W/ PORTLAND CEMENT PLASTER (1) S REBAR CONTINUOUS OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER PRECAST LINTEL JUMBOTEX GRADE 'D' WINDOW ATTACHMENT AS PAPER OVER TYVEK PER MANUFACTURES BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO SPECS FOR COMPLETE INFORMATION) PRECAST SILL WEEP SCREED (1) S REBAR VERTICALLY (SEE DETAIL 2) W/ CONC. POURED CELL SECURE GABLE TO 2x6 P.T. Ix2 P.T. FURRING STRIPS PLATE W/ 12d'e 8' O.C. MAX B 16' O.C. SECURE 2x6 PT. PLATE TO BLK W/ }'x9' ANCHOR BOLT 8' CMU W/ 2' WASHER SET IN SIMPSON 1/2' GYP. WL. BD. HIGH STRENGTH EPDXY 1' WOOD BASE EMBED. MIN. m 32' OC MAX. %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY T 0 1—STORY GABLE W/ VAULT CLG. UI—pB—) BLOCK WALL SCALE: 3/4' = I' -O' NOTE: PER FBCR 905.2.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4669 TYPE Iv, OR ASTM D 6151 2X4. ® 2X4: ® 2X4, CM SECURE TO BLOCK W/ SECURE TO W/ 9L' SECURE TO BLOCK LW' TAPCONS OR DRIVE PM OBLOCK TAPCONS OR DRIVE PM TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN. SHANK SIZE J45 (MIN. SHANK SIZE J45 MRJ. HEAD SIZE 300 MIN. HEAD SIZE 300 MILL HEAD SIZE 300 MR4. EMBEDMENT I Y') MIR EMBEDMENT I V) MIN. EMBEDMENT 149 WITHIN 8' OF EACH END 1 WITHIN 8' OF EACH END 1 WITHIN &- Or EAC14 END 1 B' O.C. MAX SPACING. W O.C. MAX SPACNW. V O.C. MAX SPACING. 2x6, ® SECURE TO ROOK WR-i(' TAPCONS OR DRIVE PM NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 1 SE-11 2X6.ET SECURE TO ROCK W/2- TAPCONS OR DRIVE PM ❑ NOTE: STRUCTURAL 2X MUST 2X6. ® SECURE TO BLOCK W//1IN 7APCONB OR DRIVE PM ❑ (MIN. SHANK, SIZE J45 THRODUGH NON-STRUCTURAL (MIN. SHANK SIZE J45 BE ON OUTSIDE 1 SECURED lMIR SHANK SIZE J45 MIN. HEAD SIZE 300 V TAPCOJ MIN. 1-Yi MIN HEAD SIZE 300 THROUGH NON-STRUCTURAL MIN HEAD SIZE 300 MIN. EMBEDMENT I Y') EMBEDMENT INTO ROCK MIR EMBEDMENT I Y') %' TAPCON MIN. I-Y.' MR EMBEDMENT I Y,') WITHIN 8' OF EACH END 1 a, CMR.I WITHIN 8. OF EACH END 1 EMBEDMENT IMO BLOCK WITHIN 9' OF EACH END 1 W OG. MAX SF°AGRWC.s. h' DRYWALL IB' O.C. MAX SPACING. a, CMIJ 18' O.G. MAX SPACING. 2X8: ® I'X4. OR 1•X2' P.T. NAILER 2X& ® K' DRYWALL IXB, SECURE TO BLOCK 02'%' TAPC4" OR DdVE PM .X' M J6' OBB. X 4' MIN. SECURE TO BLOCK W/2-i(.' TAPCCNS OR DRIVE PM I'X4' OR 1'X2' P.T. NAILER SEa11� TO BLOCK WA-V4' TAPCONS OR DRIVE PIN MIN. SHAI SIZE .W5 DOOR CASING (MIN SHAH- SIZE J45 DOOR CASWG (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMS WINDOW MIN. HEAD SIZE -100 DDOR JAMB OR WINDOW MIN HEAD SIZE 300 HEDMENT ATTACH TO 2X PER MIN E 8 OD EACH NT E'ND ATTACH TO 2X PER MIR REBED WITHINMIR CF EACHYEND 1 B' O.C. MAX SPACING. MANUFACTURES DETAILS. WI NIN 1 B' OC. MAX BPACWG. MANUFACTURER DETAILS. EACHENDEND 1 18' O.G. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLOCK +1-15/16" C WINDOW TO BLOCK +1-15 16' SCALE: I'.I'-0• 2X4: SECURE TO BLOCK W/ TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MIN. EMBEDMENT IV) WITHIN 8' OF EACH END 1 ID'O.C. MAX SPACING. 2x6: cm SECURE TO BLOCK W/J-�il�' NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PM (MIN. SHAM- SIZE 145 BE ON OUTSIDE 1 SECURED THROUGH NON-STRUCTURAL MIN HEAD SIZE 300 %- TAPCCN MIL 1-Y' MIN. EMBEDMENT 1)" ') EMBEDMENT INTO BLOCK WITHIN 6' OF EACH END 1 a, allu B' O.C. MAX SPACNG Y2' DRYWALL 2Xa, ® SECURE TO ROCK Wrl-%- I'X4' OR I'X2' P.T. NAILER TAPCONS OR DRIVE PIN I- P.T. X 4• MIL (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 1 B' O.C. MAX SPACING. MAMPACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAM® (DO NOT EXCEED V) DOOR JAMB TO BLOCK +2 1/4" WINDOW TO BLOCK +2 1/4" L SCALE, NOTE: SHIM AS NEEDED TO PLUMB JAM (DO NOT EXCEED V) DOOR JAMB TO BLOCK +T WINDOW TO BLOCK +T L SCALE: 2X4: SECURE TO BLOOD W` 34' tAPCONS OR DRIVE PIN (MIN SHANK SIZE .145 MR HEAD SIZE 300 MIN. EMBEDMENT I IN S' O EN WITHIN 8' MAXEACN END 1 B' O.C. X SPACING NOTE, STRUCTURAL 2X MUST ON NONE 1 SECURED THIB7UGH NON-STRUCTURAL THROUGH 2x6: ® TAPCON MIR I-B SECURE TO ROCK Wll-N' EM EMBEDMENT INTO BLOCK OR DRIVE PM TAP(MIR SHANK (MIN BHANC SIZE .I45 D a' CMtI MIN. HEAD SIZE 300 )S' DRYWALL MIN. EMBEDMENT IV) WITHIN e' OF EACH END 1 I'X4' OR I'X2' P.T. NAILER B' O.C. MAX SPACNG T1. 2X SECURE TO 2X8: C3= MEMBER.2A2d SECURE TO ROCK W/2-V WITHIN W OF EACH END 1 6• TAPCONS OR DRIVE PIN r.. TO a' OL. MAX (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT I Y') ATTACH TO 2X PER W1711IN 8' OF EACH END 1 B' O.C. MAX SPACNG. MAFACTUIRES DETAILS. M NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)') DOOR JAMB TO BLOCK +T ��1 WINDOW TO BLOCK +T SCALE, NOTE: STRUCTURAL 2X MIST Be ON OUTSIDE 1 SECURED THROUGH NON-STRUCTURAL %- TAPCON MUM. 1-V EMBEDMENT INTO BLOCK a' CMU h'DRYWALL I'x4. OR 1'X2' P.T. NAILER 36' 0.9.15. X 4' MIN DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MAWFACTURES DETAILS. NOTE: 8 41M AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7 16" SCALE: I'.I'•0' 2X4. CEO SECURE TO BLOCK "'I TAPCCNB OR DRIVE PIN (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT I Y49 WITHIN S' OF EACH END 1 IS' O.C. MAX SPACING. 2X6. CEO SECURE TO BLOCK ILIA-1/4' TAPCONS OR DRIVE PIN NOTE. BTRUG7URAL IX M18T (MIN SHANK SIZE .145 BE ON OUTSIDE 1 SECURED MIN. HEAD SIZE 300 1THROUGH NON-STRUCTURAL MIR EMBEDMENT I Y') %' TAPCON MIN I-V WITHIN 8' OF EACH END 1 EMBEDMENT INTO BLOCK I," OL, MAX SPACING, a, cm 2X8. ® K' DRYWALL SECURE TO ROCK WA-V4' TAPCONS OR DRIVE PIN 1'14. OR I'-' P.T. NAILER (MIN. SWANK SIZE .145 1• P.T. X 4' MIL MRHEAD SIZE 300 DOOR CAGING MIN. EMBEDMENT I Y49 WITHIN 8' OF EACH END 1 DOOR JAMB OR WINDOW 18' OC. MAX SPACING. ATTACH TO 2X PER NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3 3/4" �u1 WINDOW TO BLOCK +3 3/4" SCALE: 1'.I'-0' A E C N I T E C T B Design Grou .2. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7746078 FAX: 407.774.4078 www.ab esigngroup.com AA M. 0003325 w x y 8 y x F 0 F 4 F SLTnDIV. AC LOT: SILVERADO LOT 1 BLK 7 PROJWT# 04128.000-00171 MOii111111ma 4EAB "1672—ARIA" GARA IC 8TrWG: RIGHT PAGB: MONOLITHIC 1—STORY WALL SECTIONS & NOTES 150 MPH EXP. B rj:DA'jTaT 10/19/17� 1/4"=1'-0" 1)3 FIBERGLASS SHINGLES FIBERGLASS SHINGLES OVER 030 FELT PAPER OVER 030 FELT PAPER 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES INSTALLED PER FBCR INSTALLED PER FBCR TRUSSES WHERE 'X' BRACING OVER 030 FELT PAPER R90521 ON J' O.S.B. 7 R90521 ON �S' O.S.B. IS PRESENT INSTALLED PER FBCR SHEATHING OR }' GDX SHEATHING OR I' CDX R9m521 ON J' O.S.B. PLYWOOD SECURED PER PLYWOOD SECURED PER SHEATHING OR z' CDX FASTENER SCHEDULE FASTENER SCHEDULE PRE-ENG GABLE TRUSS PLYWOOD SECURED PER PRE-ENG TRUSS I SEE ENERGY CODE FORMS P.T. IX2 W/ MTL. DRIP EDGE CONT. 2x4 RAT RUN SECURED FASTENER SCHEDULE SEE ENERGY CODE FORMS P.T. IX2 W/ MTL DRIP EDGE FOR INSULATION R-VALUES 2x4 OR 2x6 SU BAND PER W/ l2J 12d's m EACH TRUSS PRE-ENG TRUSS FOR INSULATION R-VALUES 2x4 OR 2x6 SUB -BAND I' GYPSUM BOARD OR ? ELLEVATIONS P.T. IX2 W/ MTL. DRIP EDGE ' GYPSUM BOARD OR }' PER ELEVATIONS HIGH STRENGTH CLG. VENTED ALUM. SOFFIT 2x4 OR 2x6 SUB -BAND HIGH STRENGTH CLG. BOARD VENTED ALUM. SOFFIT BOARD PER ELEVATIONS DOUBLE TOP PLATE TWIST STRAP VERIFY W/ STIFFBACK (SEE SEALED VENTED ALUM. SOFFIT SIMPSON WINDOW HEADER SIZE TRUSS PLAN TRUSS ENG. FOR SIZE 4 SEE ENERGY CODE FORMS 1,0m0" UPLIFT SP2 m EA, VARIES PER WINDOW CONDITION) FOR INSULATION R-VALUES CONNECTOR 2X8 STUD OPENING SEE HEADER WINDOW ATTACHMENT AS SPAN CHART FOR PER MANUFACTURES SECURE 2x4 PLATE TO WALL W/ GYPSUM BOARD OR }' 2x8 SYP 02 DETAILS SPECIFICATIONS 'x6' THRU-BOLTS 32' O.G,' HIGH STRENGTH CLG. DBL TOP O.S.B. SHEATHING OR I' WINDOW SILL MAX THEN SECURE GABLE TO BOARD PLATE }' DRY WALL CDX PLYWOOD. 2x4 PLATE W/ 126's 8' O.C. MAX WALL DIA ANCHOR BOLT ATTACHED PER FASTENER 2x STUDS m 16' O.C. MAX W/ OR DOUBLE TOP PLATE SHEATHING AT 16" O.G. MAX WITH '1' SCHEDULE ON SHEET D5. INSUL., SEE ENERGY CODE SECURE GABLE TO DBL TOP WINDOW ATTACHMENT AS 2x8 SYP "2 EMBEDMENT AND 2' �/8' THICK, 3 COAT FORMS FOR INSULATION PLATE W/ SIMPSON HTC4 m 24' PER MANUFACTURES WOOD STUDS DIA. WASHER PORTLAND CEMENT R-VALUES O.G. MAX SPECIFICATIONS AT 12' O.G. MAX PLASTER OVER WINDOW HEADER SIZE VARIES WINDOW SILL SIMPSON PI EXPANDED GALV'D �' T d G SUBFLOOR GLUED PER WINDOW OPENING SEE EA. 2X8 STUD METAL LATH ON AND SCREWED AS PER HEADER SPAN CHART FOR 2x 2x ST STUDS � 16' O.C. MAX W/ FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER FASTENER SCHEDULE DETAILS SEE ENERGY CODE FORMS FOR INSULATION 2x8 P.T. SYP 02 TYVEK BUILDING WRAP I, O.S.B. SHEATHING OR I' CDX R-VALUES 0 SOLE PLATE (1) COURSE TIE -BEAM (REFER TO STUCCO PLYWOOD, ATTACHED PER FASTENER SCHEDULE ON SHEET T 4 G SUBFLOOR GLUED w POURED SOLID WITH CONCRETE. (I) r5 SPECS FOR COMPLETE D5 AND SCREWED AS PER Z IL q REBAR HORIZONTALLY INFORMATION) �/8' THICK, 3 GOAT PORTLAND FASTENER SCHEDULE 0 NOTE: SHEATHING MUST CEMENT PLASTER OVER CL PRECAST LINTEL NOT BREAK 1'-4' MIN. PRE-ENG FLOOR TRUSS EXPANDED GALv'D METAL LATH ON FORTIFIBER JUM50TEX = w FROM 2ND FLR LINE 2x4 m TOP AND B7, (INSTALL PER MFG. SPECS.) GRADE "D' PAPER OVER TYVEK BUILDING WRAP (REFER TO (L WINDOW ATTACHMENT AS PER MANUFACTURES J' GYPSUM BOARD OR }' U SPECIFICATIONS OF FLR TRUSS (TOP 2x4 FLR HIGH STRENGTH CLG. STUCCO SPECS FOR COMPLETE SUPPORTS BT PLATE OF BOARD INFORMATION) PRE-ENG FLOOR TRUSS w 2ND FLR, BTM, 2x4 I FOR WALL SHEATHING NAILER) CONC. FILLED LINTEL BLK W/ NOTE: SHEATHING MUST NOT BREAK 1'-4' MIN. FROM 2ND FLR (INSTALL PER MFG. SPECS.) z "5 REBAR I6' � PRECAST SILL FASTEN EACH 2X4 RIBBON (I) S REBAR CONTINUOUS LINE' GYPSUM BOARD OR w O.C. MAX, IN Z 0. W/ (5) 12d NAILS m EACH TRUSS. BTM. RIBBON TO BE SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 2x4 CONT, m TOP AND BT. OF HIGH STRENGTH CLG. BOARD w CONCRETE Z POURED CELL, Ix2 P.T. FURRING STRIPS P.T. FLR TRUSS (TOP 2x4 SUPPORTS O VERIFY PER ( ID16' O.G. PRECAST LINTEL BT PLATE OF 2ND FLR, BTM. 2x4 CONC. FILLED LINTEL BLK W/ LL PLAN. E SG WEEP REED WINDOW ATTACHMENT AS IS FOR WALL SHEATHING (ll "5 REBAR CONTINUOUS 00 8' GMU (SEE DETAIL 2/D3) PER MANUFACTURES NAILER) FASTEN EACH 2X4 -: 6 SEE ENERGY 1/2' GYP, WL. BD, EMBED. STRAP VERIFY SPECIFICATIONS RIBBON W/ (5) 12d NAILS m EACH TRUSS. BTM. RIBBON TO V� PRECAST LINTEL 20 E FORMS (U CONTINUOUS REBAR W/ TRUSS PLAN PRECAST SILL .I.W BE P.T. V WINDOW ATTACHMENT AS -i w FOR O WOOD SASE 5/a' THICK, 3 COAT (1) M5 REBAR VERTICALLY WEEP SCREED PER MANUFACTURER SPECIFICATIONS Q > INSULATION 3 f0 R-VALUES "4 REBAR 48' LONG PORTLAND CEMENT W/ CONC. POURED CELL (SEE DETAIL 2/D3) z w R' Q IL Q W/6' HOOK m 24' O.C., PLASTER APPLIED Ix2 P.T. FURRING STRIPS EMBED. STRAP VERIFY PRECAST SILL - Q ? Q MIN, 24' IN SLAB DIRECTLY TO MASONRY m 16' O.C. W/ TRUSS PLAN (1) 05 REBAR VERTICALLY _) v IL 2'-0' (MIN. 2—STORY i 8' CMU W/ CONC. POURED CELL U FIRST FLOOR I/2' GYP. WL. BD. 5/e' THICK, 3 COAT Ix2 P.T. FURRING STRIPS 0 1 _ IN SLAB) 1 WOOD BASE PORTLAND CEMENT m 16, O.G. BLOCK SECOND PLASTER APPLIED i Z O DIRECTLY TO MASONRY 8' CMU I/2" GYP. WL. BD. i WALL 9 ° ° &ML—E. 3/4'=r—m' 2—STORY GABLE A WOOD SECTION — _ 1. 4• CONG., R=_INF. W/ 6'xR' WWM ON RETIE POLY a° FIRST FLOOR e WOOD ---, T EHYLENTHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL BLOCK SECOND ��~~ 1A FLOOR FRAME e _ FRAME TO; U 1B LOCK WALL �° 6 6" 6 R r—m° TERMITE TREATMENT SHALL BE BORA—CARE (3) "5 REBAR ON CHAIRS SCALE: 3/4'=1'-m' a 2x STUDS m 16' O.C. MAX W/ O.S.B. SHEATHING OR }' CDX 2x STUDS m 16' O.G. MAX W/ NOTE: INSUL., SEE ENERGY CODE PLYWOOD. ATTACHED PER INSUL., SEE ENERGY CODE PER FBCR 9m52.1 -FOR ROOF SLOPES 2:12 TO FORMS FOR INSULATION FASTENER SCHEDULE ON SHEET DE, FOR INSULATION LESS THAN 4:12, A (2) LAYER UNDERLAYMEN7 - R-VALUES '1/V THICK, 3 COAT PORTLAND R-VALUES SYSTEM IS REQUIRED. FOR ROOF SLOPES OF ExTERICRWALL STUDS (WALL SNEATNIN6 NOT PLACESTRAPSAPAceD AND FASTENED J' T 4 G SUBFLOOR GLUED CEMENT PLASTER OVER J' T t G SUBFLOOR GLUED 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS OWL" FOR CLARITY) UT++� AND SCREWED AS PER EXPANDED GALV'D METAL LATH AND SCREWED AS PER PERMITTED BUT MUST BE PER ASTM D226 TYPE FASTEN STUDS TO BLOCK WALL ADDITIONAL STRAP AT EACH wiNDow Ki eTUD FASTENER SCHEDULE ON FORTIFIBER JUMBOTEX FASTENER SCHEDULE II, ASTM D 4869 TYPE Iv, OR ASTM D Co�51 SMSTSWOIIN. RJSTALL wlTu uSP FASTENERS AS STRAP WILL GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STRAP' EA END (UMO) 4 SPACE STRAPS AS FOLLOWS 'c', _' MIN (IV) I0d COMMON NAILS INTO STUD (0.148 DIA x 11/2' 3/4' T 4 G SUBFLOOR GLUED STUCCO SPECS FOR COMPLETE AND SCREWED AS PER -n0 MPN 32' O.G. -I60 MPI4 'O': 32' O9. Lam) INFORMATION) FASTENER SCHEDULE ON .440".w Cc. l4wO 2x4 CONT. m TOP AND BT. OF SHEET 02 UALL FLR TRUSS (TOP 2x4 SUPPORTS � PLATE - BT PLATE OF 2ND FLR, BTM. 2x4WOLE6iOd FILL ALL REMAINISTRAP NAILS INTO PRE-ENG FLOOR TRUSS IS FOR WALL SHEATHING NAILER) PRE-ENG FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ v WOOD BACKS FASTEN EACH 2X4 RIBBON W/ (5) (5) 12d NAILS m EACH TRUSS. 0 z DO NOT PL AGE SCREW IN SIMPSON HETA-16 EMBED. 126 NAILS is EACH TRUSS. BTM. J'GYPSUM BOARD OR �' BTM. RIBBON TO BE P.T. TOP of TOP HOLE NEAREST TTOP o STRAP m 32' O.G. MAX VERIFY RIBBON TO BE P.T. HIGH STRENGTH CLG. MAsoNRr WALL OF av BLOCK WALL W/ TRUSS PLAN WEEP SCREED (SEE DETAIL 2/D3) BOARD PRE -ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) a — COt.MCT BOTTOM OF STRAP TO CM BLOCK WALL ' GYPSUM BOARD OR � EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ (I) "5 REBAR CONTINUOUS CON(. FILLED LINTEL BLK W/ cruBLOCK WALL W) (1) 3)16• DIA x 1-114- LGNGTAPCONMASONRY HIGH STRENGTH CLG. BOARD W/ TRUSS PLAN %' THICK, 3 COAT PORTLAND (1) 05 REBAR CONTINUOUS ��-- CEMENT PLASTER APPLIED DIRECTLY TO MASONRY RIBBON EXTERIOR STUD WALL CONNECTION FLOOR CONNECTION AT PARALLEL/ DETAIL TO FIRST FLOOR MASONRY WALL 2 PERPENDICULAR PRE—ENG FLOOR TRUSS @JASTENI�NG 3 SCUE•NTs SCALE: 3/4' =1' - 0' A R C R I T E C T 8 1 5 Design Grou Inc. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774.6078 FAK 407E7744078 www.abdesigngroup.com AA N: 0003325 w y w �w 0 0 F 0 F ES ON. as I.01`. SILVERADO LOT 1 BLK 7 PROJECT# 04128.000-00171 moo" e 4EAB "1672— ARIA" GARAGE' S'VnNC- RIGHT MONOLITHIC 2—STORY WALL SECTIONS & NOTES I50 MPH EXP. B r ARCHITECT: _ " DATM 10/19/17 DCALM 1/4"=1'-0" BIm em D4 PRECAST HEADERMIN) 2 X 4 (MIN 2 X 31 I.Mb TAPC.ON OR DRIVE PIN (MIN SHANK 61ZE.145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 V4') 6' FROM EACH END AND 18' 3� D.C. MAX MIN 1-V4' EMBEDMENT r- 2 X 6 (MIN 2 X 3) 2.3/I6 TAPCCN . OR DRIVE PM (MIN SWANK SIZE.H5 w_ MIN HEAD SIZE 300 MIN EMBEDMENT 11/49 S' FROM EACH END AND IB' OL, MAX MIN 1-V4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2.3/Ka TAPCON OR DRIVE PIN (MINSHANK SIMMS HEAD SIZE 300 BLOCKING 2x4 SOLID OLOCKG MIN EMBEDMENT 1 1/4') SECURETO 8HEATWW. III/ VCMUWALL B' FROM EACH END AND 16' MIN 2.12d PER BLK EA. END O.C.MAX. MIN 1-1/4' EMBEDMENT 1/W' OeB SHEATHING ARCHWAY DETAIL rl116" AND UNDER 1 SCALE: 12'.I'-0' DEL. TOP PLATE 2X4 IS' OC. MAX, SECURE 2X4 TO WOOD 102-12d . 6'-6' OC. STAGGERED PM (MIN SHANK SIZE .145 MIN. HEAD SIZE 900 MIN. EMBEDMENT I V W/IN 8• EA. END NOT TO ARCNUJAY EXCEED B'OC. MAX 2X4 6DL1D Bi. PLATE BLOCKING SECURE V2'PLYUCIOD- TO SHEATHING WITH OR 1/16' OSD, MIN 2-12d PER BLK EA END EXTERIOR ARCHWAY U SCALE: 12'.I'-0' SIMPSON 32' O.C. 0 1,W OS.5. OR I< PLYWOOD SHEATHING 0 90 BLDG FELT ® 24' WIDE 26 GA. GALVANIZED METAL FLASHING O MUST ADD DI6T0, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. O9 FIBERGLASS SHINGLES F4E=FAB TRUSS 1/1' CLG. BOARD 4 TENT. 2X4 DSL. TOP PLATE 1/2' DRYWALL 2X4 WOOD STUDS -w OC., UNC. ON TRUSS PLAN 2x4 CONT. STRESS BLOCKING MID -WALL 2X4 PT. PLATE SIMPSON SPA . 32' OC. MAX 5LAIS 2 94 COW, 1-STORY INT. BEARING WALL 7 9CALE, 12'.I'-0' NOTE: FOR WALLS WINO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. DBL. TOP PLATE 2X4 16' OC. MAX SECURE 2X4 Ill 2-%' TAPCON6 OR DRIVE PM (MIN SWANK SIZE .HS MIN. HEAD SIZE 900 MN EMIBEIOMIENi 14' W/IN 8' EA. END NOT TO EXCEED IS- OC. MAX 2X4 SOLID BLOCKING SECURE S TO EATHING WITH MIN. 2-12.1 PER BLK EA END EXTERIOR ARCHWAY WITH WINDOW PRECAST HEADER(MIN) 2 X 4 (MIN 2 X 3) 1-SA6 TAPCCN OR DRIVE PIN (MIN SHANK SIZE.145 MIN HEAD SIZE 300 MM EMBEDMENT 1 1/49 B' FROM EACH END AND I8' OC. MAX. MIN 1.1/4' EMBEDMENT2 X 6 (MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PM (MIN SHANK SIZE.HS MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 6' FROM EACH EPA AND 18' OL. MAX MIN 1-1/4, EMBEDMENT 2 X 6 (MIN 2 X 3) 2.3/16 TAPCON OR DRIVE PM (MIN SWANK SIZE.145 MIN HEAD SIZE -100 1/16' 065 SHEATHING — MIN EMBEDMENT 1 I/4') 2X4 I6' OL. MAX 8' FROM EACH END 10' (WHEN OVER 16. IN HEIGHT, OC. MAX MINI-V4' EMBEDMAND ENT 2X4 SOLID BLOCKING — SECURE TO SHEATHING W/ MIN 2-12d PER BLK EA END ARCIAWAY DETAIL 4 16 AND UP SCALE: I2'.I•_0• 5 CLOSED VALLEY FLASHING DETAIL TUTS. DOUBLE TOP PLATE 2x4 CONTINOUS STRESS BLOCKING MID WALL 2x4 STUDS . 16' OC. MAX, U ON. I' T t G SIUBFLOOR GLUED AND SCREUED AS PER FASTENER SCHEDULE IST FLOOR STUDS TO 2ND FLOOR STUDS SIMPSON MSTA-36 . 32' O.C. MAX PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE 2.4 CCNTINOUS STRESS BLOCKING MID WALL 2x4 STUDS . IS• OC. MAX, U ON. 12' GYP. WL. BD. SECURE BT. PLATE TO BLAB W/ I'xS' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN SIMPSON SP4 . 32' OC. MAX INT. 2-STORY L.B.A. SCALE, 12'•L_0• PURE-ENG TRUSSES OR CCNV. FRAMED RAFTERS I}• OSB. SHEATHING OR �• CDX PLYWOOD SECURED PER FASTENER SCHEDULE 2x4 BLOCKING UNDER WALL STUDS SCURF BETWEEN TRUSS BAYS W/ (3) 12d'° EACH END 2x DOUBLE TOP PLATE STUDS . 16. OC. MTS-12 . EVER STUD 2X4 ST. PLATE DORMER 9 ATTACHMENT scALE:12'.r-0 D5L. TOP PLATE SECURE 2 X RIP TO FIT W/2-T2dS 6'-8' OL. MAX. 1/8• TEXTURED FINISH TAS O66 6FHEATNW. 2 X 4 16' O.C. MAX (WHEN OVER 16' IN HIEGHTJ 2 x 4 (WHEN OVER 16' IN WIEGWJ VA' TEMPERED MAWNITE GLUE t NAIL W2d'S IF NEEDED. 2 X SOLID BLKY° . ARCH SECURE W2-12d EACH END \_MANUFACTURER'S SPEC'8. MTL UAW FRAYIE -NOTE: NO GAP . WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL 2 X 4 (MIN 2 X 3) 1-3A6 TAPCON OR DRIVE PIN (MIN SHAW SIMMS MM WEAD SIZE 300 MIN EMBEDMENTI VA') 6' FROM EACH END AND 18' EXISTING BLK ASV. O.C. MAX MIN 1-1/4, EMBEDMENT V4' TEXTURED FINISH 2 X 6 (MIN 2 X 3) 2-3A6 TAPCON 1/8' TEXTURED FINISH OR DRIVE PIN (MIN SWANK SIMMS MM HEAD SIZE 300 1/16' O88 SHEATHING NT MIN EMBEDME1 1/41) 6' FROM EACH END AND 15' 2 X 4 16' OC. MAX. (WHEN OVER 16' IN WEIGHT.) OL. MAX. MIN I-V4' EMBEDMENT 2 X 4 (WHEN OVER W' 2 X 8 (MIN 2 X 3) 2-3/I6 TAPCON 16' IN WEIGHT.)OR DRIVE PM (MIN SHAW SIZE.145 MIN HEAD 812E 300 MIN EMBEDMENT 1 V4') 2 X 60LID BLKYa . ARCH SECURE W4-12d EACH END e' FROM EACH END AND B' ATTACtENT PER OC. MAX. MIN 1.1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL WOW FRAME 1/4' TEMPERED MASONITE 'NOTE' NO GAP . am FRAME GLUE t NAIL W/Sd'S 6'-IV OC. TO EXCEED 1/4' IF NEEDED. ARCHWAY DETAIL B CUTAWAY 9CALE: V2'.I'-0' ROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP DWCsSJ EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO D5L. TOP PLATE W/ USP 5PT24 NAIL PER MANUF. SPECS. SECTION AT TOP OF EXTERIOR WALL 6 SCALE: TUTS ASPHALT SHINGLES OVER W FELT ON 1/16' OSB. PE•EW. GABLE TRUSS SPF STIFFISACK (SEE SEALD ENS. PACK FOR SIZE t CONNECTION) 2.4 SPF BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT �— COIN. 2x4 SPF RAT SECURED W/ (2) I2d'. 4 EACH TRUSS (2) 2z4 -2S.YP, DIAGONAL BRACE W/ (3) 12d'° . EACH TRUSS (DIAGONAL X-BRACING TO COVER S-TRUSSES III'GYPSUM BOARD OR I' HIGH STRENGTH CLG. NOTE: BOARD DIAGONAL BRACE . CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE . ANY SPAN S'-V OR GRATER RE:£R TO TRUSS EUG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'.0' TO 30'.0' (1)X-BRACE 30'-1' TO 60'-0' (3) X-BRACE (1) X-BRACE . CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END 10 GABLE X-BRACING SCALE: 1/1'.P-V 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR 10 MIN. (4) d GUN EVERY NAILS Ix6 COLLAR TIE AT OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN (4)10d GUN NAILS 2x RAFTERS NS NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d CAN NAILS . EA TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION - ROOF DECKING OVER PRE-ENG TRUSSES PRE-ENG. TRUSS ALTERNATE CONNECTION ME7A-24 RAFTER TO SLK'G BETWEEN TRUSSES 10 CONY. FRAMED ROOF SCALE: V2'•1'-®• 0'-0' TO 30'-0' (U X' BRACE 30'-1' TO 60'-0' (V'X' BRACE 0 'X' BRACE . CENTER) (2 'X' BRACE DIVIDED EQUALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER °30 FELT ON VI6' OSB. (2) 2X4 °2 SYP DIAGONAIL BRACE —� W/ 3-12d . EA TRUSS ( DIAGONAL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING WHERE W BRACING J IS PRESENT NAILS EA ENDTO TRUSS ro rRu6s SPF STIFFBACK (SEE SEALD ENG. PACK FOR / SIZE t CONNECTION) 1/16' OSB SHEATHING USE ed NAILS AT 4' oc. EDGE t 6' oc. FIELD 2x4 W/ 3/I X 5 LAC4a .92' OC. MAY OR SIMPBON TA-2 . 32' OC. MAX. SHEATHING NAILING TO BE 1 V OC. IN FIELD 4. OC,.ALL EDGES W/Sd NAILS TRUSS 24' oc. 12' CLG. BOARD NAIL CCNT. RAT RUN TO i1GU99 W/ !2) 12d . EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL ENRAGE. DBL TOP PLATE 2X4 STUD 16' OC. MAX. n2-STORY GABLE END CROSS BRACING SCALE: 1/2'.I'-V ° His UPLIFT SIMPSCH HT5M20 W/10 IOd TO TRUSS AND (4) I/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL • 2350 UPLIFT (2) SIMPSOM 14TSM O L INSTALED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' 12 TRUSS ANCHORIT TUTS. I21 FINISH i+ LANDING r 3/4' PLYWOOD F.F. z — — -- - ('L DBL 2X6 ---- 1 36" I" IIN. FINISH VI 3/4' PLYWOOD WITH LANDING DETAIL 4 12-D COMMONS WINDER DETAIL NAILED THRU 3/4' FINISH ®LANDING PLYWOOD INTO 3/4' PLYWOOD F.F. EACH STRINGER LESS THAN 4' TYP. 3-2x12 SYP STRINGER D5L 2XI2 2XI2 TREAD ETWEEN SPINDLES REINFORCED W/2X4 5PFOR CUT TO FIT JOIST W/CONT, BEAD OF IX S R15ER SUB -FLOOR ADHESIVE m' F'L-400 OR SIMILAR w z HAND RAIL EA HORIZONTAL RUN SECURE TREADS TO STRINGER II 9 W/(3n 3' SCREWS o EA 4 um STRINGER, UNTHREADED SHANK 1/2' DRYWALL TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING IXIO TRIM NOTE: V NOSING TYP. STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) (3) 10d CUT NAILS MIN. TREAD 10% MAX. RISER 1-3/4' 3/Iro' MAX. VARIATION IN RISERS/TREADS SLEEPER INTO Q ADJACENT TO EACH OTHER SLAB 315' MAX. VARIATION IN ANY RISER/TREAD HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4'-1/4' OR PROVIDE EQUIVALENT GRASPABILITY ��STAIR SECTION DETAILS WINDERS- MIN. 6' WIDE 9 NARROW END 0 MIN. II' WIDTH o 12' FROM NARROW END SCALE: 3/4':I'-O' 34' MIN. HANDRAIL HGT. AIICN IT ECTI► Design Grou R.e. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA F: 0003325 F 2 Kai W OF cEi W O 14 6 4 I SuBI) ►. 46 RAT: SILVERADO LOT 1 BLK 7 PROJWT* 04128.000-00171 moDm 4EAB "1672- ARIA" GARAGz 8WING2 RIGHT PAGz: MISC. DETAILS 150 MPH EXP. B T71 DA 10/19/17 SCAT LI1/4"=1'—D" SIiazT 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 10456-R3 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-112 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244-RI USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244 FL 6223-R2 FL 17236 USP 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 12019-115 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR 7/31/2019 FL 14039-112 PLYGEM SINGLE HUNG 2014 FBCR 7/31/2019 FL 14634-112 PLYGEM SLIDING GLASS DOOR 2014 FBCR 7/31/2019 FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-R3 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 15217-114 MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349-R4 MI WINDOWS & DOORS SLIDING GLASS DOOR 2014 FBCR 12/31/2017 FL 15333-R2 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR 12/31/2017 FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR 22/31/2017 FL 5678-R3 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5684-R7 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 15279-114 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 Fl 5891-R5 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-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13192-R4 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13223-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265-R2 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 4103-RS TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 700&R9 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL 158-118 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 @ WW W.FLORIDABUILDING.ORG CONTROL DATE: 09/26/201 A R C N 1 T E C T 8 1 DesI n Grou .ne. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 y 0 a rr eUBDIV. as Lom SILVERADO LOT 1 BLK 7 PROJWT* 04128.000-00171 HODuu 4EAB "1672—ARIA" OARAGS BITING: RIGHT PAG1C PRODUCT APPROVAL LISTING 150 MPH EXP. B DA7M 10/19/17 BCALM 1/4"=l'-0" 8*1mw D A R C H I T E C T S PREFORMED CONTROL JOINT FLANGE OF CONTROL JOINTS TO BE WILD TIED TO LATH • W O.C. MAX (VERTU. NOTE, DO NOT FASTEN CONTROL JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ ". LEG MAY BE USED TO TEMP. SECURE CONTROL JOINT OURWG INSTALLATION — ------- FASTENERS TO BE SPACED • 1' O.C. MAX VERTICALLY I ATH SHALL NOT CONTINUOUS HROUGH CONTROL , e � � IN'-tk Is, Ta a i' THIM 3 COAT CEMENT PLASTER WRB LAYER -2, FORTIFIBER BUILDNG PAPER APPROVED METAL LATH FASTENED RT' (VERT.) O.C. MAX AT SUPPORTS WRB LAYER 1, STUCCO WRAP WOOD SHEATHING �R AStM CI063 \ PROVIDE 2X4 BLOCKING BLOCKING PLACED FLAT MAX. 6' TO W CONTROL JOINT WHEN CGN7ROL JOINT FALLS ON FASTENERS FOR LATH TO BE NAILS OCR �. / STRUCTURAL STUD TAPLES IN COMPLIANCE Ulf ASTM CI063 . WIRE TIES TO BE (NO. 18) 00415' WIRE I. BLOCKING SHOWN MAY BE IN ADDITIOy \ O WALL STUDS REQUIRED PER PLAN / OL FOLD INaARD . PT. A ®TOLD O LFOL PT, A 2. CREASE . Pi. D 3 CIEAeE . PT. C I ® ®FaLo . TT DRIP BDGE, OVHeL4P 3_ ExtlFD 10' BELOW 1N mi1- 4FCCHANICALLY FAaIEN O.C. MAX. OL POLD sISLO.IPD . PT: A 2. LREAaE . PT. D FOLD ® X\ OI--- . PT. A 2. DRBAft.M.B 1. cIR . PT. G 4. FOLD Pr. C OViR Pt. D TILL R. C TOUCrBa BOTTOM RAKE Aa r Y'6 SOTTO® PLAK'd2 WATER T— REAL Ii�T CUT. i' THICK 3 COAT CEMENT PLASTER (IRAs), N' 2 COAT (BENT PLASTBR 1C 1 WRB LAYER '2, FORTINISER BUILDING PAPER (PR" ONLY) WIB LATER 1, STUCCO URAP(FRAME (FLY) LAP LAYC!Ra OP BIILLDe1C WRAP OVER9NAI�LM4, F. ,STOP NOTE. APPROVED BUILDING WRAP SHALL ISE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING MEMBRANE 6' b' R VERTICAL LAPS (ROLL FLASHNG (COMPATIBLE W/ ENDS) 1 6' s HORIZONTAL LAPS. WRAP MATERIAL) HOUSE OVER 4' ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP 70 BE 1' APPROVED HOUSE WRAP. WITH FORT15ER SHEATHING TAPE FLASHING TO EXTEND ONTO: II / I' OR LESS PIPE t b'xb' SELF -ADHERING MEMBRANE / \ PENETRATION FLASHING (COMPATIBLE W/ HOUSE / \ WRAP MATERIAL) OVER NE SELF -ADHERING MEMBRANE ` 1... FLASHING OVER APPROVED IN LAP .METAL AT4 HOUSE WRAP. X L X � \I FLASHING TO EXTEND ONTO PIPE X X CUT AND OVERLAP ONE SIDE CP SELF-ADHERNG MEMBRANE — T LATH OF — METAL ALL FLASHING - -CUT AND OVERLAP ONE SIDE OF CT�e� 1p Ct�c� 1yf 9ELR•ADHERING MEMBRANE WRB LAYER 1, ]' THICK, 3 COAT CEMENT STEP 0I STEP 02 FLASHNG I -� STUCCO WRAP I PLASTER WRB LAYER 1, vna»R LAP BELow CNLr METAL LATH Si1�C0 WRAP UARB LATER 4, FORiFIBER / I UIRB LAYER 4, FORiFIBER -- WRB LAYER 7, FORTFIBER BUILDING PAPER BUILOWG PAPER BUILDING PAPER � I METAL LATH \ / LLIRB LAYER 1, —6'x6' SELF -ADHERING MEMBRANE -�' STUCCO WRAP FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED WOOD SHEATHING STRAPS. STAPLES) AS ..I HOUSE WRAP. REQUIRED TO SECURE FLASHING TO EXTEND ONTO PIPE PIPE/ WIRE TO FRAMING 4'.4- SELF -ADHERING MEMBRANE FLASHNG OVER APPROVED HOUSE WRAP. Ml LOT» �R RJG O O PPE Aa L LAP 2 P PER LAP SCALE 1 I/2'.I,_D•iL' CONt. BEAD OF SEALANT --INSTALL APPROVED HOUSEWRAP AIR ,I INFILTRATION BARRIER OVER SHEATHING '------ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYP WALL SECTION) ® KICKOUT DETAIL I#N-B DR CFL CMERIOR 1 � \\\ ' SF3 LLNLL PL4911e1G D KItlC•OUT ILABHMO lBCE E �� � I DETAIL] FASCIA WRAP — IwreR Tlaur xA1 (BDrD oR eoLDER DD NOT can tIQ¢. PDTALL KKKOIIT PLA6HMO Ai BOTTOM OF Id'KGi 1 UNLL kaER6ECTpNe VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO PRAMw. MEMBERS. THEY SHALL BE TIED BETUEEN SUPPORTS WITH 0,04T8-N. (121-MM) WIRE AT INTERVALS NOT MORE THAN S' (228-MM). AS PER ASTM C1063 I'al FOR REPAIR OF TEARS IN WIRES LAYERS, TEARS MAY BE PATCHED W/HOUSE WRAP TAPE PER MANIF. SPEC. OR PEEL A STICK —II— WIND SWEAT] BUILD] PAPEF STIUCCI HORIZONTAL LATH & PAPER DETAIL WOOD SHEATHING OR CMU WRB 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 i TAPE OVER ROOF/WALL SCREED 5'XS' '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. 3A c- SECTION PER F8C R703.S.1 it ExYrExte6o_gn _erM_�Wland shall c r use of portlantl cement plasmr �I shall com with eFPEcatlon egWremeMb of ASTM C 92&120. Irelalla .. of ...a. Iaf V end karWng j shall comply with ASTM C 108.3-12A. NETRATION DETAIL DRAINAGE PLANE (WRB LATER *11, STUCCO WRAF) WRB LAVER #2 (FORTIFIBER - --- - - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO f_i WOOD SHEATHING %TITITlll� SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE FER FBC R703.(o.1 / ASTM C-(541-09, MIN. 2.5 LBS. PER SQ. WARD (UTILITY OR NOMINAL LATr-4 DOES NOT MEET SPECIFICATIONS) Design Grou EnD. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W Z Chi W Fo Chi rn O F O e BvsD:v e. LOT: SILVERADO LOT 1 BLK 7 PROJWT# 04128.000-00171 �EOD»c 4EAB "1672—ARIA" GARAGM B'WMG- RIGHT PAGIM WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITEC STATE OF IF RDA FV , S 17 A CIA mm 10/19/17 BCALJM 1/4"=1'-0" BiI>Q�Ea�T�/7 /�pp\ q' Y Y L I BACKER ROD BACKER ROD WRB LAYER'(, STUCCO u1RAP INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM, 2. SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE A TOOLED SO S TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES, V CAULKING ® JOINT ALL AROUND PER FE3C R703.6_1 -- --- Exterior lathing and plastering Exterior use of ponland cement plaster shall comply With the application requirements of ASTM C 926-12A. Installation of exterior lathing and framing shall comply with ASTM C 1063-12A. HOODED VENT .I X THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER `2, FORTIFIBER BUILDING PAPER WOOD SHEATHING DRYER VENT((FRAME) WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WRS LAYER -2, FORTIP15ER BUILDING PAPER WOOD CONSTUCTION METAL LATH a' CMU " VINYL CASING BEAD W RAISED BAND 'y' TOY:' HID -WALL WEEP SCREED 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFOFZ APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT 7C HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK DRAINAGE PLANE (WRB LAYER "I, STUCCO WRAP) WRB LAYER "2 (FORTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO IL 7: -- WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R103,&A / ASTM G-84�-m9, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 70P 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (INSTAL] PER MANUF. SPECI BUILDING PAPER UNDER 'QUICK FLL A VENT PENETRATION SCALE: N.T.S. ELEC. METEF VERIFY LO NIGH IV rCC I.CIYC STUCCO SCRATCH COAT f 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION 1 APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR 70 INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM -)R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEG. WIRE PENETRATES ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER 02, F-ORTIF15ER BUILDING PAPER gT' THICK, 3 COAT CEMENT PLASTER Ye' TO Ye' MID -WALL WEEP SCREED -6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) ;O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA NO MEMBRANE ENTERS BOX, APPLY TO Flu EDGE APPLY E-Z OVER 60 M' GRADE 'D' FELT-PROVI SEALANT AT JOINTS AND INTERSECTIC WOOD r CONSTRUCTION e' CMU WOOD SHEATHING WRB LAYER fl, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH -1/8' TEXTURED FINISH - WOOD -FASTEN TO WOOD STRUCTURAL MEMBER o 1' O.G. MAX -Ys' TON MID -WALL ME—, SCREIED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) 8" WRB LAYER fl, STUCCO WRAP CUT 'X' INTO - SELF -ADHERING �< MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER fl STEP #1 APPLY 6O MIN - GRADE 'D' FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP STEP #3 STEP #2 WRB LAYER fl, STUCCO WRAP SELF -ADHERING MEMBRANE FLASHING WRB LAYER °2, FORTIFIBER BUILDING PAPER STEP #4 ELASTOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) ,L METAL LATH STEP STEP #� OELECTRICAL RECEPTACLE A E C H IT E C T 8 6 Design Groupo. . 1441 N. RONALD REAGAJBLVD. LONGWOOD, FL 32PH: 407-7744607FAX- 407.77440www.abdesigngroup AA q: 0003325 w may. 0 V A 0 e Lr�_, ><v asVERADO LOT 1 LK 7 CT# 0412.000-00171 MOD( ili 4EAB "1672—ARIA" GARAG87 81WINO: RIGHT PAG& WALL ASSEMBLY DETAILS 150 MPH EXP. B D � 10/19/17 SCALIM 1/4"=1'-O" a�sT A2 EXT. WOOD FRAMED WOOD SHEATHING WALL WRB LAYER -1, STUCCO WRAP SUB -FLOOR DECKING WOOD WRB LAYER -2, FORTIFIBER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRJ5S HAT CHANNEL THICK, 3 COAT CEMENT WEATHER RESISTIVE W/%' TYPE 'X' DRYWALL PLASTER BARRIER "I 6' 9AF. •TOP OF WEEP SCREED WEATHER RESISTIVE - TO SHEATHING BEHIND WEEP SCREED BARRIER -2 WOOD 9HEAtHING �� 4' POSITIVE DRAIN IIEFP &FREED THICK 3 COAT CEMEN�' v RIES PLASTER METAL LATH WRB LAYER .1 STUCCO WRAP WOOD SHEATHING THICK, 3 COAT CEMENT PLASTER AM66-11FUIC-180 CUSTOM CASIW3 BEADFLASHING 6' SELF-ADHEREING ' WRAPPED s TOP OF WEEP SCREED LZA i TO SHEATHING BELOW -1, WRB LAYER 4' POSITIVE DRAIN STUCCO WRAP WEEP SCREED 14 I I .-.. _ WRB LAYER -2, FORTIFIBER - - � - 1 I I BUILDING PAPER (SHO11N FOR CLARIFICATION OF i SEPARATE ACCE55ORIES ONLY) i , 6' SELF-ADHEREING WRB LAYER -1, FLASHING WRAPPED STUCCO WRAP w • Onl;a ER OF CANTILEVER u 4' POSITIVE DRAIN AMICO AM66-WPWC-160 I IIEFP SCREED --- �— --- CUSTOM CASING BEAD NO GAP IN FIELD —� (SHOUN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. ® CANT. NOTE: METAL LATH: LATH TO BE PER FBC R703.ro.1 / ASTM G-04_1-09, MIN. 2.5 LBS. PER &a, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEGIFIGATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER •I 3/4 RESILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER •2 "I "-a' THICK 3 COAT CEMENT PLASTER METAL LATH 5/5, TYPE 'X' DRYWALL W/TEXTURED 1 PAINTED WOOD SHEATHING FINISH THICK, 3 COAT CEMENT (2) 2x12 HEADER PLASTER 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD L NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER •2 THICK, 3 COAT CEMENT V PLASTER 5/6' TYPE 'X' DRYWALL METAL LATH W/TEXTURED / PAINTED WOOD SHEATHING FINISH a' THICK 3 COAT CEMENT I' '.'.: HEADER/BEAM PLASTER VINYL CORNER BEAD VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11EDRIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL }' THICK, 3 COAT CEME PLASTER . VINYL CORNER BEAD 10 CANTILEVER DRIP EDGE L 'GEND DRAINAGE PLANE (WRB LAYER #I, STUGGO WRAP) WRB LAYER 02 0=01RTIFIBER — — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SI-IEATPING f'lTl%Tll�l/� SELF-ADHESIVE FLASHING — — — — — COLUMN SHEATHING WEATHER RESISTIVE - BARRIER FINISH LAYER (2 LAYER 3' X 3' 26 GA. GALV. METAL DRIP EDGE / EATHER RESISTIVE ARRIER '2 PEEL / STICK) SET IN FULL BED OF / = �• SEALANT, k�' MIN. L 4 £• SAP. '• STICK DRIP SPACE FROM DRIP /' \QPEEL r 1 STICK EDGE TO i FACE TO TREX I)Wx3' 'L' FLASHING DECK FULLY EMBEDDED r -...... '� 1 IN ROOF CEMENT I Yz' X 3' 26 GA. GALV. Y4' GAP FOR BACKER METAL DRIP EDGE 1'XI 9/a' P.T. OR SIMULATED ROD / SEALANT Y+• GAP FOR BACKERSET ak5 IN FULL BED OF WOOD (TREX) FILLER, ROD 1 SEALANT SEALANT,Yt' MIN. SPACE FROM DRIP CONTINUOUS , VINYL CASING BEAD �) ; ', FACE TO TREX WEATHER RESISTIVE I \ WATER PROOFING let •� _.. WEATHER RESISTIVE VINYL CASING BEAD i:> BARRIER h LAYER (2 LAYER PEEL 1` FROM r BARRIER M \' 44 i -_ WEATHER RESISTIVE -2 STICK) WRAPPED WEATHER RESISTIVE WATER PROOFING let 1 BARRIER BALCONY DECK TO "u. P ' BARRIER "2 LAYER (2 LAYER PEEL - EXTERIOR COLUMN CANTILEVER ,„ 1 STICK) rn.,al"nm COLUMN SHEATHING 6' PEEL 1 STICK • ' I DECK MEMBRANE, •' DRIP EDGE TO DECK ` EXTEND OVER DRIP '��PEEL 1 STICK 6' SAP. SUB FLOOR EDGE -, ., I ){a'x3' 'L' FLASHING 3' 26 GA. GALV. SUB FLOOR l FULLY EMBEDDED IN - METAL DRIP EDGE r/ i ROOF CEMENT 1 .. .....-- ... __—,-.. ._... ----...- - i (SET IN FULL BED OF r I I X,' X 3' 26 GA. GALV. I )f'XI 9'i P.T. OR SIMULATED j SEALANT, H' MIN. - --- - - --- METAL DRIP EDGE WOOD (TREX) FILLER, SPACE FROM DRIP i FACE TO TREX I Yt'XI V P.T. OR SIMULATED SET IN FULL BED OF CONTINUOUS I WOOD (TREX)FILLER, SEALANT, i' MIN. Y4' GAP FOR BACKER - VINYL CASING BEAD CONTINUOUS SPACE FROM DRIP ROD 1 SEALANT I WATER PROOFING let Ya' CAI' FOR SEALANT - '' -FACE TO TREX VINYL CASING BEAD FINISH LAYER (2 LAYER LAYER (2 LAYER PEEL 1 OPT. BACKER ROD. PEEL 1 STICK) STICK) WRAPPED FROM MODIFIED 90 WATER PROOFING let 3/4 RESILIENT ' BALCONY DECK TO LAYER (2 LAYER PEEL 1 STICK) WRAPPED HAT CHANNEL VINYL CASING BEAD - I' CANTILEVER �' THICK, 3 COAT CEMENT 3/4 RESILIENT HAT CHANNEL I ` FROM BALCONY DECK TO PLASTER VINYL CASING BEAD I CANTILEVER METAL LATH I - J' THICK, 3 COAT CEMENT 5/8' TYPE 'X' DRYWALL WOOD SHEATHING PLASTER W/TEXTURED 1 PAINTED FINISH I WEATHER RESISTIVE WEATHERBARRIER IRESISTIVE 5/8' TYPE 'X' DRYWALL W/TEXTURED / PAINTED METAL LATH WOOD SHEATHING J' THICK, 3 COAT CEMENT BARRIER -2 FINISH PLASTER 4' POSITIVE DRAIN J' THICK, 3 COAT CEMENT 4' POSITIVE DRAIN WEEP SCREED VINYL CORNER BEAD WEEP SCREED PLASTER I I VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY SEPARATE ACCESSORIES ONLY) BALCONY DRIP 011C EDGE INSTALLATION 0 BALCONY EDGE INSTALLATION DRIP ® COLUMN (W/"L" FLASHING) 2x FRAMING MEMBER J' THICK, 3 COAT CEMENT PLASTER 2 1/2" CORNER BEAD FASTENED TO SHEATHING B -1' O.G. MAX. i —WRB LAYER 01, STUCCO WRAP 1 -- — WOOD SHEATHING METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER 14A CORNER BEAD C) FRAME 2 1/2" - -'­� - J, CORNER BEAD (FASTENER 4 SPACING 6 i' O.G.) GMU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD Ca?? BLOCK WOOD SHEATHING WRB LAYER M, STUCCO WRAP WRB LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6 "SELF-ADHEIRING— FLASH ING DRIP CAP WINDOW FLANGE WRB LAYER e1, FORT BUILDING PAPER — METAL LATH„ � I THICK, 3 COAT GEt PLASTER Fi"SELF- ADHERING FLASHING DRIP CAP WINDOW FLANGE — 1`JB CASING BEAD ® WINDOW ( FRAME, NO BAND) WOOD SHEATHING r WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER METAL LATH (EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) AIItcNITEcTS Despn GMn�. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA S: 0003325 F w y s cam, 0 O F 0 F EOUSDy ag LOTERADO OT 1LK 7 PROJWT* 04128.000-00171 MODMIA 4EAB 1672- ARIA" OARAOX ORINO: RIGHT PAOI4: WALL ASSEMBLY DETAILS 150 MPH EXP. B iE MNT DRTM w10/19/17 SCALD.` 1/4"=1'-0" 8iTIZT WA3 WOOD SHEATHING WRB LAYER -1, — STUCCO WRAP WRB LAYER 02, PC BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6"SELF-ADHERING FLASHING VINYL ANGLED / CASING BEAD DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WRB LAYER #2, FORTIFIBER BUILDING PAPER �_�1 METAL LATH -(EXPLODED J' THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRAP NNG�L/ED BEAD i ER 12, FORTIFIBER ! ' NG PAPER ' i • ,1 I j� 3 COAT CEMENT -w ' ADHERING DRIP CAP WINDOW FLANGE CASING BEAD C� WINDOW 15C (FRAME, W/BAND) WOOD SHEAATHII METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER 02, BUILDING PAPE J" THICK, 3 C01 PLASTER VINYL ANGLED CASING BEAD VINYL CASING WRB LAY STUCCO VINYL A LA WRB LAY BUILD\ METAL L J' THICK, PLASTER WSELF- FLASHIN & GAP T rP THICK, 3 COAT CEMENT CASING BEAD PLASTER TO TRIM METAL LATH IX TRIM MEMBER 4? STUCCO TO - WRB LAYER -2, FORTIFIBER SIDING TRANSITION r ;: BWOOD SHEATUILDIWG HING SIDINCs � //11 UOOD SHEATHING LLJICC LAI CK 9, \ \ WRB LAYER *1, STUCCO WRAP STUCCO WRAP �- CASING BEAD 6" SELF- ADHEREING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SIEATIING—_ WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER -2 X 1 V LAP SIDING—� 6' REVEAL 6' SELF -ADHERING FLASHING STARTER STRIP —� OPENING \ 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE BARRIER '2 6' SELF-ADIERING FLASHING GALV'D METAL Z' FLASHING DO NOT CAULK OR OPENIN IY' X 6' SIMULATED --- — WaOD TRIM MEMBER $TUCCD CASING �• / \ l 11 �y�11' ��X-- TRIM REHEATED I UIDOD TRIM MEMBER SEAL GAP W/CAULKING OR APPROVED SEALANT SIDING TO STUCCO CA) BLOCK TO FRAME 19 TRANSITION NOTE: METAL LATH: LATH TO BE PER FBC R�03.roo.1 / ASTM C-541-013, MIN. 2.5 LBS. PER 50, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS WfP,5 LAYER #1, U�IOOYONDWOOONSTRUCTIDN STUCCO WRAP UlEAT 9IEATHING— WEARIER RESISTIVE — BARRIER 9 WEATI$R RESISTIVE — '+B'+,,((A.RRIER 4 WRB LATER #2, FORTlF1BER UT/6 REVEALP9IDINC BUILDING PAPER 6- SELFWERING- METAL LATH STARTER STRIP — DO NOT GAULK OR— $" THICK, 3 COAT CEMENT SEAL OPENING PLASTER 71 FLA METAL— 'Z' FLASIING CASING BEAD Ca? RAISED 1 7 A BAND ( FRAME) G/ SCALE: 1 1/2"=1'-0" IUIaOD TR" MMEMBESMULATER W SELF -ADHERING FLASHING U.EATIER RESISTIVE BARRIER 9 UEAT44ER RESISTIVE BARRIER '2 --------------------------------------------------------------- - - - - - ----------------- _ THICK, 3 COAT CEMENT SEALANT PLASTER - METAL LATH ' I I / 1 WINDOW FRAME 0( ./__.......... ......... ............. .— _— WRB LAYER "2, FORTIFIBER BUILDING PAPER —M E-Z BEAD VINYL CASING - (W/3/a' FLEXIBLE PVC BACKER ROD) 2X FRAMING MEMBER ---------------------- SEALANT i r I I WINDOW FRAME I 1 i I /— 6' SELF -ADHERING FLASHING IUEATHER RESISTIVE \ BARRIER 9 TO LAP \ 6' MIN. ABOVE TOP \ OF 'Z' FLASIING / I UEATLIER RESISTIVE LLEAT14ER RESISTIVE \ / BARRIER 4 \ \ / GALV'D METAL I I 'Z' FLASHING / DO NOT CAULK OR \ / M nx WEATHER RESISTIVE - _ BARRIER -1 TO LAP 6' MIN. ABOVE TOP OF W FLASHING t I Y.' X 6' SMULATED WOOD TRIM MEMBER SELF -ADHERING I I I FLASHING SEAL GAP IL/CAULKING \ I OR APPROVED SEALANT WEATHER RESISTIVE BARRIER'I F-Z BEAD VINYL GASING BACKER ROO) PVC BACKER ROD) SIDING TO STUCCO LLEATHER RESISTIVE 9 FRAME TO FRAME BARRIER 4 19 TRANSITION WINDOW FLANGE LRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING 'MMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING BELOW EXPLODED i OR CLARITY ______________ ____ _ ____ _ _ _—_-- ----------3------------------------------------------------ Y4" GAP TYF >' THICK, 3 COAT CEMENT .CASING BEAD PLASTER TO WINDOW ---METAL LATH I WRB LAYER "2, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OvER FLANGE / E-Z BEAD VINYL CASING 2X FRAMING —/ (W/3/a' FLEXIBLE PVC BACKER ROD) I MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ---------------------------------------------------------------------------------------- �E2 BEAD WINI�O W CASING LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO I WOOD SHEATHING � ll�T/T�T/i SELF-ADHESIVE FLASHING — — — — A R C N IT E C T E Design Gr u �... 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.a bdeslgngroup.com AA #: G003326 m y a 0 0 0 evsasv. a. LOT SILVERADO LOT 1 BLK 7 P1oJNCT# 04128.000-00171 MOaRU 4EAB 1672— ARIA" GARAGN OWING: RIGHT PAGO. WALL ASSEMBLY DETAILS 150 MPH EXP. B STAFLORIDA CASING BEAD Ca? RAISED 1 7 A BAND ( FRAME) G/ SCALE: 1 1/2"=1'-0" IUIaOD TR" MMEMBESMULATER W SELF -ADHERING FLASHING U.EATIER RESISTIVE BARRIER 9 UEAT44ER RESISTIVE BARRIER '2 --------------------------------------------------------------- - - - - - ----------------- _ THICK, 3 COAT CEMENT SEALANT PLASTER - METAL LATH ' I I / 1 WINDOW FRAME 0( ./__.......... ......... ............. .— _— WRB LAYER "2, FORTIFIBER BUILDING PAPER —M E-Z BEAD VINYL CASING - (W/3/a' FLEXIBLE PVC BACKER ROD) 2X FRAMING MEMBER ---------------------- SEALANT i r I I WINDOW FRAME I 1 i I /— 6' SELF -ADHERING FLASHING IUEATHER RESISTIVE \ BARRIER 9 TO LAP \ 6' MIN. ABOVE TOP \ OF 'Z' FLASIING / I UEATLIER RESISTIVE LLEAT14ER RESISTIVE \ / BARRIER 4 \ \ / GALV'D METAL I I 'Z' FLASHING / DO NOT CAULK OR \ / M nx WEATHER RESISTIVE - _ BARRIER -1 TO LAP 6' MIN. ABOVE TOP OF W FLASHING t I Y.' X 6' SMULATED WOOD TRIM MEMBER SELF -ADHERING I I I FLASHING SEAL GAP IL/CAULKING \ I OR APPROVED SEALANT WEATHER RESISTIVE BARRIER'I F-Z BEAD VINYL GASING BACKER ROO) PVC BACKER ROD) SIDING TO STUCCO LLEATHER RESISTIVE 9 FRAME TO FRAME BARRIER 4 19 TRANSITION WINDOW FLANGE LRB LAYER "I, STUCCO WRAP, WRAPPED AROUND FRAMING 'MMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING BELOW EXPLODED i OR CLARITY ______________ ____ _ ____ _ _ _—_-- ----------3------------------------------------------------ Y4" GAP TYF >' THICK, 3 COAT CEMENT .CASING BEAD PLASTER TO WINDOW ---METAL LATH I WRB LAYER "2, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER 01, STUCCO WRAP 6' WIDE PEEL 4 STICK OvER FLANGE / E-Z BEAD VINYL CASING 2X FRAMING —/ (W/3/a' FLEXIBLE PVC BACKER ROD) I MEMBER APPLY FULL BED OF SEALANT BETWEEN FLANGE 4 BUILDING WRAP BUILDING WRAP ---------------------------------------------------------------------------------------- �E2 BEAD WINI�O W CASING LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — - - — BUILDING PAPER) METAL LATH x—x—x—x STUCCO I WOOD SHEATHING � ll�T/T�T/i SELF-ADHESIVE FLASHING — — — — A R C N IT E C T E Design Gr u �... 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407-774-4078 www.a bdeslgngroup.com AA #: G003326 m y a 0 0 0 evsasv. a. LOT SILVERADO LOT 1 BLK 7 P1oJNCT# 04128.000-00171 MOaRU 4EAB 1672— ARIA" GARAGN OWING: RIGHT PAGO. WALL ASSEMBLY DETAILS 150 MPH EXP. B STAFLORIDA evsasv. a. LOT SILVERADO LOT 1 BLK 7 P1oJNCT# 04128.000-00171 MOaRU 4EAB 1672— ARIA" GARAGN OWING: RIGHT PAGO. WALL ASSEMBLY DETAILS 150 MPH EXP. B STAFLORIDA :~T JA III Dr-RDrr 'I A10/19/17 OCALlft 1/4"=1'-0" SIVMT WAS A R C R I T E C T E CUT HOUSEWRAP AT 45' ANGLE MODIFIED '1' CUT IN HOUSEWRAP LINE OF WINDOW - OPENING 1 APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP I INSTALL 6' SELF-ADHE FLASHING C NAILING FLU JAMBS EXTEND FL I' BELOW SI FLEXIBLE F DO NOT SE FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP(0 TUCK FLAP UNC at HEAD FOLD HOUSEW IN AT JAMBS 4 SLOPE SILL R INSTALL 6' SELF -ADHERING FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE EXTEND _ SELF -ADHERING FLASHING I' MIN BEYOND JAMB FLASHING INSTALL VINYL DRIP CAP STEP '7 1' 'I' MIN ALIGN FLASHING WJ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TH FLASHING AT THE FOLD DOWN DIAGC ACROI WINDO 4PPLY %'NOM. -ONTINUOUS BE. 7 SEALANT AT IAMBS AND HE, 4PPLY TO SAC W UINDONAILING :LANCE IN LINE -RE-PUNCHED SOLES OR SLOI 11DE ADHESIVE — .XIBLE FLASHING VER DRIP CAP ECTO-WRAP EOUI V) WINDOW FLASHING INSTALLATION DETAILS O1 (FULL WRAP) SC,4LE: NTS STEP J INSTALL PLUMS,t AND $a MANUFAC WRITTEN INSTRUCI APPLY MEMBRANE /FLASHING OVER JOINT TI IT 5 THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS ! SELF-ADHERNG FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. I` NOTE - CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW IIS9 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK i NOTE: l REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH Design Gr uF4.nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 a bdeaigngroup.com www. AA a: 000332s y W 0 4 ti W IN aUEGM ae 1,014 SILVERADO LOT 1 BLK 7 p3moj=T# 04128.000-00171 3&ODZT, 4EAB 1672— ARIA" GARAGE SWMG: RIGHT "'WALL ASSEMBLY DETAILS: WINDOW FLASHING I50 MPH EXP. B EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING L 37 (NOTE: 11 SEAL INTERIOR PERIMETER OF WINDOW WITH-J ,SEALANT 7 NQ A AMK ' A,CRA AR NO 93723 r 10/19/17 9k 1/4"=1'-O„ �r � A • { - 2x6 SUB-BANb W/1'x4' NOTCH - J END, WRAPPED IN �I f PEEL 4 STICK "—DRIP EDGE 1� METAL FASCIA WRAP '1/STEXTURED I �� g 4— FINISP 0 WOOD V8 1/2' TEXTURED FINISH A CMU _ pia 2X6 SUB BAND \� METAL FASCIA WRAP Ye" FROM STUCCO, I" FROM \� WOOD WALL a \� FLAN —EXTERIOR WALL \� (FRAME OR CMU) `� NOTE: NOTCH FOR 2X6 SUB BAND ONLY ROOF KICK OUT REMOVED �\ �� FOR CLARITY 'J/ ROOF [)ECK(BEYOND) �DRIP EDGE, 1" OFF WALL : _Z7Z_..._ 77_ _T- Z NOT INTO STUCCO) ®ELEVATION ®PL,4N 4 — 1l/8" TEXTURED FINISH ID I WOOD, 1/2' TEXTURED / / FINISH 0 CMU —2x6 SUB -BAND W/1"x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL, SUB BAND 2' OFF WOOD WALL 1/5' TEXTURED FINISH ® WOOD. 1/2' TEXTURED FINISH ® CMU - METAL LATH x x x x WOOD SHEATHING OR CMU x x x x x WRB LAYER 01, x x x x x x STUCCO WRAP(FRAME ONLY) WRB LAYER •2, FORTIFIBER x x x x x x BUILDING PAPER x x x x x z x x x x x x��� f� (FRAME ONLY) x x x x x z x x x x x x ROOFING CEMENT x x x x x x x x x x x x x x x x x x x z x x x x x / DRIP EDGE x x x x x x x x x x !/ METAL KICK OUT x x x x x x x x x x x x x x x x x x x x x u x SUB BAND DETAIL ® WALL 3„ 1 X � a) x x x 3 x x x x x x x x x x x x x x x x x x x x x x x x x X x x x x x x x x x x x x x x x ... - PRE-ENG'D TRUSS TO BE CUT x x x x x x x x x x x x x x x x x x z x x x x x WALL LINE TO AVOID CONTACT x x x x x x x x x x W/TEXTURED FINISH x x x x x x x x x x 2'X4'x4'-O' x x x x x x x x SCABBED TO TRUSS x x x x x W/126 NAILS 6"-V O.G. MAX. I 2x 5UB-BAND WAV2'x4' NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) 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. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IV2'x4' NOTCH 9 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 5U5-54ND W/1�'x4' NOTCH END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY A R C N I T E C T 8 Design Grou L441 N. RONALU REAGAN tdLVU. LONGWOOD, FL 32760 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA 8: 0003326 F y w 0 w 0 0 0 evaaiv as IiOT SILVERADO LOT 1 BLK 7 PROJWT# 04128.000-00171 �toa� 4EAB "1672-ARIA" GARAGE W'WMQ. RIGHT PAa WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B ARCHffECT 7 DATjj 10/19/17 aCALM 1/4"=1'-0"