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'• 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 DATE I CHECKED BY: [All = low"))l 9 9 2605-HAYDEN'9 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS • FLORIDA BUILDING CODE, RESIDENTIAL, ABM. ABOVE [AV. LAVATORY 5TH EDITION (2014) A/C AIR CONDITIONING LUM. LUMINOUS ADJ N.C.MAANNUF° • ALL LOCAL AND STATE CODES AE ALTERNATE MFR. MLE A CTUURREERET AMP. AMPERAGE MIN. MINIMUM .00CUPANCY - RESIDENTIAL, GROUP R3 BD. BOARD MTD. MOUNTED -CONSTRUCTION TYPE - VB CL C. CAB. CAABINECENTER BINS LINE NTT.T N.T.S NOTAL NOT TO SCALE •MIN. INTERIOR FINISH - CLASS B CIA. CEILING G.C. ON CENTER •BASIC WIND SPEED - Vult=150 MPH CIR CLUB PL PROPERTY LINE Vasd=116 MPH CONC. CPI'. CONCRETE CARPET PE. PH. PUSH BUTTON PHONE •EXPOSURE - B C.T. CERAMIC TILE PLT. PLATE •1-STORY RESIDENCE - D. DBYER PLYWD. PLYWOOD •2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL D DiG G. DOUBLE DUAL GLAZED P P.T.T . PAIR PRESSURE TREATED AND STATE CODES DIA. DIAMETER R. RISER DIY DIMENSION HAD. RADIUS DISP. DISPOSAL H.A.G. RETURN AIR GRILL OF. DEEP REF. REFRIGERATOR DR DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL DERAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA EIEVA EACH SIR. SHTION"T"WR°� SHEET AHI S OWWETR N° SQ.FT. CALC.'S sq. EXH. EQUAL EXHAUST SUM. SIMILAR EXT. EXTERIOR SL SLIDING SQ.FT. CALC.'S F.G./FX . FIXED GLASS SL GL SLIDING GLASS P.G. FUEL GAS STD. STANDARD SHEAR ALL IST FLR LIVING 1104 SGT. FT. � FLOORFINISHSINS 2ND FLR LIVING 1501 50. FT. FLUOR. FLUORESCENT Sc SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS TOTAL LIVING 2605 SR. FT. PPG. FOOTING Ta THICK GARAGE 43-1 60. FT. GA GAUGE T.O.C. TOP OF CURB GAR GARAGE T.O.P. TOP OF PLATE PORCN III SQ. FT. GAR DISP. GARBAGE DISPOSAL T.O.S. TOP OF SIAS C.F.I. GROUND -FAULT CIRCUIT TYP- TYPICAL TOTAL 3153 5Cl. FT. INTERRUPTER U.N.O. UNLESS NOTED Pafln am c.� er CL CLASS OTHERWISE GYP. BD. GYPSUM BOARD Y.P. VAPOR PROOF H.B. HOSE BIB W. WASHER N.C. HOLLOW CORE W/ WITH HDR, HEADER WD. WOOD HOT. OR TIT HEIGHT WDW. WINDOW INSUL.. INSULATION W/H WATER HEATER INT. INTERIOR W1 WROUGHT IRON REVISIONS REV. I DATE DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG lA-DOWEL PLAN FIRST FLOOR PG 1B-LINTEL SCHEDULE PG 1B.1-LINTEL LOADS PG 2 -FIRST FLOOR PLAN PG 3 -SECOND FLOOR PLAN PC 4D-FRONT & REAR ELEVATION "D" PG 5D-LEFT & RIGHT ELEVATION "D" PG 6-FRAMING PLAN ELEVATION "D" PG 7D-ROOF FRAMING PLAN ELEVATION "D" PG 7.1-CONNECTOR SCHEDULE PG 8- FIRST FLOOR ELECTRICAL PLAN PG 9- SECOND FLOOR ELECTRICAL PLAN PG 10-FIRST FLOOR MECHANICAL PLAN PG 11-SECOND FLOOR MECHANICAL PLAN PG DI-MONOLOTHIC FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-MONOLOTHIC 1-STORY WALL SECTIONS & NOTES PG D4-MONOLOTHIC 2-STORY WALL SECTIONS & NOTES PG D5-MISC. DETAILS PC D6-PRODUCT APPROVAL LISTING PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PC WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS : WINDOW FLASHING PG WA6-WALL ASSEMBLY DETAILS : SUB BAND A R C N I T I C T i 6 GrDesou i In 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-607S FAX: 407-7744078 w .abd_igngroup.com AA X: 0003325 F V y w 2 0 a N W O F O [: 2 S� POMP. & Lop SILVERADO LOT #22 BLK #6 PROJECT* 04128.000-02261 MODEL: 4EHB "2605— HAYDEN" GARAGE 8 WING: RIGHT PAG3M COVER PAGE 150 M?II EMI'. B ARCrinuCT: STATE OF FLO D 1. PATM D11/8/17 SCALE: 1/4"=1' - O" BEIEET 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 AREAS FOLLOWS; A. FLOOR LIVE LOADS R3D1.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS WI 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. RDMDEADLOADS R301A 150'SF1 C. ROOF LIVE LOADS R301.8 1. "'MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD ['SF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED VULT=150 MPH, VASD=116 MPH II, EXPOSURE CATEGORY B III. WIND DIRECTIONALITY FACTOR (KO) 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. AI S SHOWN 0 DRAWINGS D COS C 0 S CONDITIONS. 7. DET L H WN ON ARE BE CONSIDERED TYPICAL FOR SIMILAR 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.1.2 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 150 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOUD WOOD DOORS NOT LESS THAN 1 3/8INCHES 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 (2D14) R3025.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELUNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 M14 SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302A THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YANCH GYPSUM BOARD OR EQUIVALENT. SRE 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 UTIUTIES, 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 BUILDINGAND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE t. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/.". 4. PROVIDE 6 % AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACK FILUNG AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/.". 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 UMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2"CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" COX PLYWOOD. 518" COX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CUPS 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 &MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON 12, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH bz STRUCTURAL LUMBER SYP #2. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL MASONRY POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. CONSTRUCTION. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N' TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/81NCH 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" - W1.4 X W1.4AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR UNTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SWILL 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 '/.' 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-"7) 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSVTPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO 1_1240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSON' STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL 2. WATER SUPPLY UNES SHALL BE CPVC OR UPONOR PEX "A' (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM''W PVC (SCHEDULE 40), INSULATED WITH%' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 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, 1R" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2 STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTWC926-1la & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM/-G1063-1 to & 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: 02IM17 A R C R I T R C T If Groin Al N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774E078 FAX: 407-774-4078 w .abdwigngmup.mm AA #: 0003325 AF w h w 0 F 4 chi w a O 2 � GONER. do LoTql SILVERADO LOT #22 BLK #6 PROJECT* 04128.000-02261 MODEL• 4EHB "2605-HAYDEN" GARAGE STIMO: RIGHT PAGE: GENERA' NOTES 150 MPH EXP. 8 ARCI-iRECT= STATE OF R.QRDA 1 1 rA! 1/8/17 1/4"=1'-0'"N 4' SLAB 61 6 0 -3 1/2�01 �0 3 DI DI TYP. DI SLAB 11 1/2' 4' GONC- REINF. W/ &'K&' WIAXW1.4 WWM ON 6-MIL POLY- 0'-O' ELEV. ETHYLENE VAPOR RETARDER FIN. CONC. SLAB ON WELL -COMPACTED CLEAN ■ ■ i FILL TERMITE TREATMENT SHALL ?� BE BORA-CARE--___ 0 13 I � 9 ■ � 0 DI ■ I B 13 r � W Y • Il'-5' B'-6' II'-10' DI mlr� ,,, l F_ 3 ■Lt 13-1 6B I L ■ IQ I DI m EXTEND o L//� I l SLAB I I/2' AV. l / L�J ----- -- —lam 4' m u SOAK • 3'-6' — — 1 STUB UP D1 I OPT. REF. ` \ TO 2ND FLR \ 2'-8 � 9,_4. 3'-8' GOND. •� 1' PVC CHASE m ■ FOR ELEC.TO ISLAND 24'X24'XI2' GONC. I PAD W/3-"5 BARS BOLLARD� 30'W/3-2' GONG. A5 REQ. PER PADD W/3-'S BARS BLDG. CODE I E.W. ON CHAIRS s E.W. ON CHAIR5 65 MIN. 3' COVER 4' PVC — MIN. 3' COVER — DI CHASEp; I v ■ 0 � � � �Qa z-Z' 0'-0' ELEV. 9 FIN. GONG. SLAB SLA I/2 BA' L_ DI Wm0— --- _3 IR' —J -- O i wU6 ■ ■ ■ ■ ■ ■ I J I'-0. ■ I `0 T 1/2' 13 CONC. DI 13,_8. SLAB 3'-4' 21'-8' L, 9 ■■ ■■ ■■ ■ 4 IV ■ L DI— J DI J ■ II 0 _ — FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH S1TE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014) 2' V`VTTR I k� 4V 2- j-" LAV 2• TUB 3 2 �2' YfR Ili �— i 12) I L I 2' V, 2' VTR I I I�W45HER • KITGIJEN SINK W/ AUTO VENT �- AV l CO 3' I TUB 4' 2, 2' TO MAIN PLUMBING RISER NOTE: ALL PVC PLUMBED TRAP5 ARE TO BE 'P' TYPE '5' TYPE ARE PROHIBITED. SECURE STRAP TO UNIT W/ (2)5.1 1/4 A/C 5FIT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO GONG. GONG. W/ (2)-3/I6'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA OVER HEAD • 12' FROM STRUCTURE A N C N IT N C T i 6 „Daum PH: 407.774-60TS FAX: 407-7744078 w .abde lgngmup.mm AA *: D003325 W y 4 W z R a A C J 1pltoj=T# umIV. dt Lo SILVERADO LOT #22 BLK #6 04128.000-02261 MODEL 4EHB "2605- HAYDEN" GARAGE BRING: RIGHT PAGE: FOUNDATION PLAN 150 MPH EXP. B ARCMTECT: STATE OF FLORIDA 1VI, 11 03 DP TM 11/8/17 90ALE: 1/4"=1'-0" sI•tEE1' DOWEL PLAN Design Grou .nc. i1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngmup.wm AA#: 0003325 A F h a y 2 0 a y 0 F C O [: O ti F dC LiORADO #22 #6 PROJECT* 04128.000-02261 MODEL: 4EHB "2605- HAYDEN" GARAGE BTFMG: RIGHT FAGS: DOWEL PLAN 150 MPH EXP. B ARC 411ECT STA - OF FLOR DA DDA M 11/8/17 9CALE: 1/4"=1' — 0" BIiEET IA A l C N 1 T! C T t PATIO -- L-4 -------- L—g L-5 (2) 3052-SH 3052-SH CRESS 606E SG.U. I I 4^Wr-44F94TW LINTEL SCHEDULE DINING j LIVING ROOM ROOM BEDROOM #2 8'-e' CLG. e'-e' CLG_ LINTEL LENGTH TYPE COMMENTS NO. L I Il'-4' BF28-15AT I L 2 4'-6' BFB-15AT a 1 I L 3 1'-6' 8FI6-I5/IT L 4 1'-6' BF24-15/IT I I I I L 5 4'-6' 8FI6-05AT I II L 6 6'-6' 5F16-I5/IT L l 5'-10' WV-05AT 1 �I I II BATH 02 I I I I I La V-4' BFl6-IB/IT I 8'-8' CLG. L 9 II'-4' 8FI6-I5/IT Ll LI I I _BK—'I-JT8I 'CCHLEG. IIII IIII I I III I III II III II I E O ° O El LaL�GARAG FOYR 8'-8' CLG.a-cL. I' I I 36'xl0' L-7 I L-3 TRANS. PORCH 16'-0•xl'-0•o.HD. V-8' CLG. L-2 ------------ ------ L-1 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 VALUE5 STATED Wrlo-cion I rn: vu,d ,vau,e FAX: 407-774407. www.abdesigngmup.mm AA k: 0003325 h w 0 a h 0 F O O c 2 � J BXmDrv. de LOOT: SILVERADO LOT #22 BLK #6 PROJECT# 04128.000-02261 moDEu 4EHB "2605-HAYDEN" GARAGE SWING: RIGHT PAGE: LINTEL SCHEDULE (CAST—CRETE) 150 MPH EXP. B ARCHITECT STATE FLORIDA nu/ , � Ag Dp� 11/8/17 SCALE: 1/4"=1' — 0" SLEET' 1B 5AFE LOAD T,45LE,5 FOR GRAvITY, UPLIFT a LATERAL LOADS 5' PRECAST 4 PRESTRESSED U-LINTEL5 4^=r_4M" GORA V i T T' LENGTH TYPE SUS 8F8-0B 8FI2-0B 16-0 20-0 24- 25-0 32-08 BPS-115 8F12-18 8FI6-6 BF20-IB SF24-IB SF28-IB OF32-15 2'-10'(34') PRECAST 2302 3166 4413 6039 1526 W04 10412 11936 3166 4413 603E 1526 5004 10412 11936 3'-6' (42') PRECAST 2302 3135 3311 4689 6001 1315 8630 9941 3166 4413 6039 1526 9004 10412 11936 4'-0' C48') PRECAST 2029 2325 2496 3461 4438 5410 63s4 1355 2646 4413 6039 1526 W04 10412 11936 4'-6' (54') (PREGA51' 1651 1181 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 9668 5'-4' (64') PRECAST 1154 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 6096 5400 6424 1450 5'-10'(10') PRECAST 912 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 52W 6122 6'-6' C18°) PRECAST 931 1255 2101 3263 2146 3358 MVI 4585 1255 1 2101 1 3396 5260 1 1134 8995 6890 T-6' (90')PRECAST 161 1029 1615 2385 M34 2435 2886 3333 1029 1615 2610 3539 5596 6613 5041 9'-4' (112') PRECAST 513 632 1049 1469 1210 1482 1154 2021 1(8 1212 1518 2544 3469 4030 3121 10'-6'(126') PREGAST 456 482 802 1125 915 1122 1328 1535 655 1025 1514 2061 2114 3130 2404 II'-4' (136') PRECAST 445 598 535 1365 1854 2355 I193 2015 598 1 935 1 1365 1554 2441 3155 4044 12'-O'l144") PRECAST 414K45 864 1254 1689 2014 1510 isle 864 1254 1693 2211 2832 3590 13'-4' (160') PRECAST 362 126 1028 1331 1635 1224 1415 145 1016 1436 1855 2343 2920 14'-0'(168') PRECAST 338 C,45 9IS 1190 1462 1081 1260 100 1003 1335 1114 2153 2666 PRESTRESSED N.R.465, NR NR NR NR NR NR 1 165 1310 2045 2610 3185 3165 I5'-4' (184') PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1 1250 1655 1 2310 2550 1 3410 11'-4'(208')PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 550 1400 1800 2200 2600 19'-4' (232') PRESTRE55ED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4' (256')F'RESTRESSED N.R. NR NR NR NR NR NR NR 153 330 610 540 1340 1150 2110 22'-0'(264')PRE5TRESSED N.R. NR NR NR NR NR NR NR 160 300 5l0 Bl0 250 660 1910 24'-0T288') PRESTRESSED N.R. NR NR NR NR NR NR NR 7 240 410 120 1030 1350 1610 MATERIALS I. f'c precast lintels = 3500 psi. 2. F'c prestressed lintels = 6000 psi. 3. F'c grout = 3000 psi w/ maximum 3/8' aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR6,0. Field rebar per ASTM A615 GR40 or GR&O. 6. Prestressing strand per ASTM A416 grade 210 low relaxation. 1. 1/32 wire per A5TM A510. 8. Mortar per ASTM C210 type M or S. 6' PREGA5T 4 PRE5TRE55ED U-LINTEL5 C•IN= UPL ITT LATERAL TYPE LENGTH 8-1 a-2 12-IT 2-2T 16-IT 16-2T 20-11 20-2 24-1 24-2 25-IT 28-2 SF32-IT 8F32-2T 8U8 8Fb T-10'(34') PRECAST 2111 2818 4101 5332 6569 1811 W55 2021 2021 2121 2154 39s1 5190 6401 1630 8651 3'-6' (42') PRECAST 2165 2289 3260 4231 5219 6204 11W 1251 1251 2165 2215 3165 4125 5Oel 6061 1036 4'-0' (45') PRECAST 8i8 1989 2832 3680 4532 5351 6245 938 938 1815 1-125 2150 3583 4422 5264 6110 4'-Fi' (541) PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 I660 1105 2435 3111 3913 4658 5406 5'-4' (64')PRECA5T 1393• 1464 2110 2141 3315 4010 4645 505 505 1393 1431 2050 2610 3293 3920 4549 PRECAST 1212' 1351 1530 2505 3084 3665 4241 418 416 1272 1315 1815 2441 3010 3583 4151 6'-6' (18') PRECAST 1141• 1200 1133 2250 2169 3290 3612 101 881 1141 1182 1654 2192 2103 3216 3132 (90')PRECAST 959• 912 4l5 914 2354 2191 3240 651 990 102-3 1466 1901 2351 2151 3245 591 9'-4' (112") PREGAST Do'. 612 980 I269 1560 1852 2144 454 630 801 155 1192 1550 1910 2211 2634 10'-6'(126') PRECAST 116• 49B 193 1021 1261 1496 1131 396 493 ll6 1 611 1039 1389 1111 2034 2356 Il'-4' (136') PRECAST 43S 696 899 1104 130E 1515 363 556 535 905 1295 1595 1896 2198 12'-O'(144') PRECAST 400 631 516 1001 Q6 1312 340 454 P45a- 486 BIB 1209 1514 I199 2086 13'-4' (160') PRECAST Sam 532 686 Bat 1 53 302 398 409 682 1004 1361 6 1631 1891 14'-VOrva') PREGAST 316 493 635 ll8 922 1065 286 360 54s I 318 625 922 1254 1561 1816 14'-8' CIl6') PRESTRESSED 243 2!6 455 5el 124 e51 990 N.R 351 243 352 582 852 I156 14SI 1142 15'-4' 1184') PRESTRESSEDK1445 2l8 430 553 Ell 801 92S N.R 321 325 542 1.51 1012 1351 I616 IT-4' (208•)PRE5TRES5ED 236 361 464 561 610 114 N.R. 255 216 445 649 514 1121 1389 IV-4' (232') PRESTRESSED 201 313 401 490 515 66l N.R. 204 239 383 550 l36 940 1160 21'-4' (256')PRE5TRE5SED 166 218 356 433 S12 590 N.R. 112 142 212 336 411 635 80l 993 2T-O'(264')PRESTRESSED 140 150 268 343 418 493 568 N.R 161 131 205 322 451 601 ill 541 24'-O'(288') PRESTRESSED 12l 165 T44 312 380 44-1 515 N.R 135 I24 I86 2901 406 1 535 1 680 533 -REDUCE VALUE BT 25% FOR &R.ADE 40 FIELD REBAR 8' PRECAST W/ 2' RECESS DOOR U-LINTELS TYPE LENGTH TYPE DFF-6-00 elm-05 8RF14 19-0 8RF22-m 9IW26- 8RF30-0B 6 5WO-15 OW14-IB SWIS-IB SW22-IB SRF26-I13 9RF30-115 4'-4' (52') PRECAST I591 3053 2582 3954 4929 5904 6880 1489 1821 3412 4982 6,412 1941 9416 10818 4'-6' (54') PRECAST 1351 1449 2182 2114 3600 4451 5315 6264 1102 3412 4982 6412 1941 '1416 10518 5'-8' C68') PRECAST 832 1602 1550 2058 2566 3015 3585 i85 1153 2162 4014 6412 6516 5814 6839 5'-10'C10')PREGAST 135 119 1500 1449 IB24 2400 2616 3352 1103 2051 3511 6412 6516 5450 6411 6'-8' (80')PREGAST 822 80l Ibll 2933 2516 3223 3812 4522 901 1611 2933 4100 6130 Bill (1101 1'-6' (90')PREGA5T 161 1311 2252 1958 2451 2944 3439 665 164 1311 2325 3609 5492 6624 5132 9'-8' (116') PRECAST 311 420 534 1253 i0li 342 Ib14 1886 535 928 14el 2119 7 3595 2815 S' PREGAST W/ 2' RECESS DOOR U-LINTELS 4^Wr_4ffM UFL IFT ATERA TYPE LENGTI-I 8RF6-IT sRFIC-IT 8RFi4-IT BRFIs-m 5RF22-IT 8W26-IT SW30-I 6-2T 5WIO-2T 5W14.2T 9RFIs-2T 8RF12-27 s1.IF26-2 sRF30-2 BRIT BRF 4'-4' (52') PRECAST 1244 1513 2413 3260 4112 4961 5525 932 932 1244 1519 2339 3110 4005 4s50 5696 4'-6' (54') PRECAST 1192 1501 2311 3121 3931 4156 5511 8S3 1192 1455 2240 3036 3831 4643 5453 553 5'-8' C68') PRECAST 924• 12 l95 2423 3055 3689 4325 S01 501 924 1132 1141 2351 2918 3603 4230 5'-IC' C10") PREGAST 596• 1138K 2352 2965 3551 4155 469 896 1095 2288 2891 3491 4106 469 6'-8' (80')PREGA5T 115 552 2042 2513 3101 3642 630 1100 115 956 1981 250E 3035 3563 1'-6' C90") PRECAST 658 691 810 2280 2153 3221941 658 849 1162 2225 2690 315i PREGAST 533•433 1123 1413 1104 1595l116') 516 614 521 1369 1126 2055 2450 -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 5 REBAR A7 TOP MIN. ! V REQ'D 1-1/2' CLEAR TYPE DESIGNATION a F = FILLED WITH GROUT / U UNFILLED Q QUANTITY OF 5 REBAR AT BOTTOM OF LINTEL CAVITY = Z CM.U. GROUT aF1( - Z =15AT L �q • • 5 REBAR AT BOTTOM OF LINTEL CAVITY NOMINAL WIDTH QUANTITY OF 5 NOMINAL HEIGHT REBAR AT TOP BOTTOM REINFORCING PROVIDED IN LINTEL 1-5/8'AC7UAL 8' NOMINAL WIDTH (VARIES) GENERAL NOTES I. Provide full mortar head and bed Joints. 2. Shore Filled lintels as required. 3. Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed 1_/360 vertical deflection, except lintels 1T-4' and longer with a nominal height of 8' meet or exceed L/180. 6, Bottom Field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel For mechanical anchorage. 8. Gast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 9. Safe load ratings based on rational design analysis per ACI 315 and ACI 530 SAFE LOAD TABLE NOTES I. All values based on minimum 4' bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% IF bearing length is less than 6-1/2'. Safe loads for all recessed lintels based on 8' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified. 4. Safe loads based on grade 40 or grade 60 Field rebar. 5. Additional lateral load capacity can be obtained by the designer by providing addional reinforced masonry above the precast lintel. 6. One -1 rebar may be substituted For two 45 rebars in 8' lintels only. 1. The designer may evaluate concentrated loads From the saFe load tables by calculating the maximum resisting moment and shear at d-away From the Face of support. 8. For composite lintel heights not shown, use safe load From next lower height. 9, All safe loads In units of pounds per linear foot. ASCNITICT• 6 Growl! Al N. RONALD REAGAN BLV LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abCesigngroup.mm AA #: 0003325 Z y 0 F h W 0 c 7 U-017. Z X,071 SILVERADO LOT #22 BLK #6 PIROJMT# 04128.000-02261 1LODEL: 4EHB "2605-HAYDEN" GARAGZ ST ZNQ: RIGHT PAGE: SAFE LOAD TABLES (CAST—CRETE) V. 150 MPH EXP. B ARCHITECT. - STATE OF FLORA DATJC: 11/8/17 SCAM: 1/4"=1• — 0" 6*Ec T 1B.1 I S31 PATIO OVERHANG 0 OF ROOF 0 ABOVE -- -- ------ — 1 6066 SGD ® 305-2-SH I I (2) 3O52-5H EGRE55 DINING j LIVING ROOM ROOM BEDROOM #2 v W-8' CLG. i9 8'-8' CLG. 2T-0' — IT-15' 6'-10' 3'-8' '-10' 5'-4' 3'-4' � I I - m � 1 1 9 A 9 V.IC. I I Y O w z�II N v v IR-ISH I I C "' O I I I I I BATH 3 a L Blu. I A , C I V. -8' CLG. no o 3 I 0 I I I I ro LAV. I I O 3'-4' 0 � 0 II 1 9 UP I I 0 r I I - m KITCHEN I 8'-8' CLG. _ m iff T 2-8 42' H. HALF L$.W. s WALL W/ CAP O 'OPT STOR. SLOPED CLG. HB M I� .I REF I —b36 STAIR DATA 3-SH —J — -- C. 16 RISERS • 154' 0 AWN V 15 TREADS m 10' COND 1' NOSING in BOLLARD 13'-0" 1 4'-0- E 21'-4' AS REQ. tj PER BLDG. II13065LU/ CODE GARAGEFLEX9as'-a c e'-a'cLG. C.1 V2�121 3O2-SHT-4-T-10' I6'-0' 2'-10 a v I PORCH ®I6'-0'XT'-O'OHD. - i0 a 10'-0' 1'-4 20'-4' FIRST FLOOR PLAN -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2.5 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THEST IA-TRII FI5ERGLA55 DOOR W/ TRANSOM (SINGLE ASSEMBLY) -20 MIN. FIRE RATED DOOR TO BE EQUIPPED W/ SELF -CLOSING DEVICE PER SECTION R302S.1 OF THE FBCR 5TW EDITION (2014) EXTERIOR MASONRY WALL BRG. HEIGHTS 8'-8' BRG. LOAD BR,. WALL UN.O. ON PLANS SQ.FT. CAM'S 15T FLR LIVING 1104 SQ. FT. 2ND RR LIVING 1501 5Q. FT. TOTAL LIVNG 2605 60. FT. GARAGE 431 SQ. FT. PORCH III SQ. FT. TOTAL 3153 SQ. FT. PATIO 80 SQ. FT. C DBL. TOP PLATE 0 � BAR DETAIL A SCALE: IV2'=1'-O' C� 0 calpowff m am= Wm LOAM &WC WIO owWM FOR 3 MCM GM ommm SOIJAW zafE U NIN W10 MID REMM NOTWE FDIAOE MIN. WINDOW 10 5 25/-33 CRITERIA EXTERIOR SWING 15 5 24/-31 DR MIN. CRITERIA SGD. MIN. 41 5 23/-29 CRITERIA 16010 OND. 112 5 1 111-15 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT -II, EXP.=B, MEAN ROOF HT. = 23'-0" PRESSURES HAVE BEEN MODIFIED6122 OF THE FBCR 5th EDITION (2014)ALLOWABLE OR NOMINAL WIND LOAD VARODUCT MANUFADALE 07103n5 A R C R I T R C T 3 rDeson PH: 407-774b078 FAX: 407-774-4078 www.abde lgngroup.mm AA #: 0003325 F y a W 0 a y 0 F 0 J SxngDly. de LAT: SILVERADO LOT #22 BLK #6 ]PH OJMT# 04128.000-02261 MODI l 4EHB "2605-HAYDEN" GANAGIC OWING: RIGHT PAC= FIRST FLOOR PLAN 150 MPH EXP. B ARCHITECT: STATE OF FLORIDA DAW- 11/8/17 OCALM 1/4"=1'-0" skim= 2 THE CLEAR SPACE BETWEEN 1 1/2' THE HANDRAIL AND THE WALL MIN. SHALL BE NO LESS THAN 1 1/2' HANDRAIL a 36' AS PER FBCR R311.182 W/ 2X4 RE-INFORGING NOTE: I. HANDRAILS SHALL HAVE EITHER A CIRCULAR CRO65 5ECTIC DIAMETER OF 1}'i 2' OR A NONCIRCULAR CROSS SECTION WITH PERIMETER DIMENSION OF AT LEAST 4' BUT NOT MORE THAN E A LARGEST CRO55 SECTION DIMENSION NOT EXCEEDING 2 1/4' SHALL HAVE A MINIMUM RADIUS OF 1/5'. 2. THIS RAILING SYSTEM 15 DESIGNED TO RESIST A LOAD OF 5 FOR A CONCENTRATED LOAD OF 200 POUNDS APPLIED IN AN DIRECTION AT THE TOP OF SUCH BARRIERS AT ANY LOCATIOr SAFEGUARD, WHICHEVER CONDITION PRODUCES THE MAXIMUM STRESSES- PER SECTION 1601.5.1 / F.B.C. 2014 HANDRAIL DETAIL SCALE: 3/4'=1'-0' 4'-2' 15'-10' 15'-6' 4'.2' 3052-SN (2) 3052-51-1 EQ R EGRESS I I I= I I 0 e n 7I �g RI I UPSTAIRS CHASE HDRM.4 I LIVING CHASE B'-0' CLG. ;p HDRM. #5 8CLG. DBL STUD = DBL STUD 2'-4' 2'-4- 2'-B' BATH #3 0 ?� q 3-SH :p in 3'-4' 4'-O' 12'-0' '� 42' H. HALF CIy WALL W/ GAP I LAUN. 4'-10' I 1. LAV. 99 yIG GLG. r� ? I S A--lr--� DN. I OPT. OPT. I D- II w- I I_A --- m3 N Ov 5-0' GLIG. 1. I� STAIR DATA 16 RISERS 6 154' 3-SH C`8 0 IR-IS 15 TREADS 0 10' �I' NO51NG i0 ti' 2' — 2' i0 ti0 22X36 ATTIC 4'-4' 3'-0 3'-10' B '-10' "r 6'-6' ACCESS 13'-5' 0• VC 4X4 POST ATH 4X4 P05T CHASE 9 5'-0. g - CLG. j OWNER'S BDA I �Q SUITE B'-0' GLG. 8'-0GL i0 ? 1I = Z. O J I m O ma A f2J EGRE55 19, W.c.c�'-0' 2040-514 3052-51.1 3052-5W ® EGRESS EGRESS ® o II'-4' 4'-2' 1'-0' 1'-0' —ILI H. HALF WALL SECOND FLOOR PLAN T T 6EGJRE TREADS TO STRNGER (2) LAYERS OF 3/4' PLYWOO � C Au 11y W/(378 3' SCREWS � EA (21 LAYERS OF 3/4' SUB 3/4' TAG SUB FLOOR NOTE: STRINGER UNTI4rgtED SHANC L FLOOR MATERIAL RIPS FOR GLUED 4 SCREWED 2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID t0 EXTEND BEYOND THIGIQdE56 OF SUB -FLOOR SHEATHING SOLID NAILING PER FASTENER 51—HEDULE DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE 10'-O 3/4' 2ND FIN. FLR � B — — B'-BRG ' B. HGT. - PRE-ENG. / FLR TRU55E5 i NOTE. 42' H. 1/2 3/4'KICK- STAIRS RISERS TO GONFOR•1 TO FBCR 5TW WALL W/ PLATE EDIt1DN (2014) GAP N051 / STAIR DATA: MIN. TREAD.10, MAX. RISER.1 3/4' 3/16' 10, 16R ® 154' MAX. VARIATION M RMER5/TREADS 'S MIN. / IS TREADS 6 ADJACENT EACH HEMAHANDRAIL r1 VARIATION INOANT RISE 10'• P NOSING CIRCULAR CROSS SECTION DIA TO BE 1 3/4' 1/4' OR PROVIDE EQJIVALENT S T 0 R • GRASPABILITY WINDERS- MIN. 6' WIDE NARROW END MIN II' WIDTH r. [2'FROM NARROWEND 34' MIN. HANDRAIL HGi. W U -2.12 SYP STRINGER x REINFORCED W/2X4 SFF W/CONT. BEAD OF NOTE: Q SUB -FLOOR ADHESIVE -ENCLOSED ACCESSIBLE SPACE UNDER FL-400 OR 51MILARE • STAIRS SHALL HAVE WALLS, UNDER STAIR 1O EA HORIZONTAL RUN SURFACE AND ANY SOFFITS PROTECTED ON am a O 4 THE ENCLOSED SIDE WITH 1/2'GYPSUM m / 2 X 4 RE-INFORCING BOARDS. FBCR 31122 • EA. 2 X 12 STRINGER / SECURE WA2d 6'-8' OG 0'-0' FIN. FLR. ATTACHED YU 12X MASONR2X4 TNTO5 A5WP.T. SLEEPER INTO WITHIN 8' SLEEPER STAIR DETAIL OF EACH END. 3T OL. MAX. 2' O (y xxe� vr.r_r A R C N I T L C T N GDesign WIN. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774EO78 FAX: 40T-7744078 www.abdmigngroup.mm AA #: 0003325 F h 0 a m F 0 SUBDrw. ac L.OT: SILVERADO LOT #22 BLK #6 PRoa=T# 04128.000-02261 xoaEX. 4EHB "2605— HAYDEN" GARAGE 81rMG: RIGHT PAGE: SECOND FLOOR PLAN TAMPA 150 MPH EXP. B ARCHITECT• STATE OF FLORIDA [,I apA11/8/17 9CALE: 1/4"=1'- 0" 9itEET STD. CALCS - OFF -RIDGE VENTS ONL AREAOFATTIC = 1585 SQ. FT. NET FREE VENTILATION AREA REQUIRED = 1/300 REQUIRED VENTILATION AREA 1%S /300 5.28 VENTILATION AREA SO, INCHES PER FT.(1") = 7608 SO, IN. MIN. REQUIREDVENTILATION = .5X 760.8 IN UPPER PORTION OF ATTIC = MA SO, IN. OFF RIDGE VENTILATION AREA = 115 SO.IMPERVENT MIA /115 TOTAL N OF VENTS REQUIRED = 130783 TOTAL If OF VENTS PROVIDED - 4 'AREA OF ATTIC 15 THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) 1/3' THICK 3 COAT CB'MN1 PLASTER OVER GRADE 'D'� FELT PAPER BACK METAL LATH OVER APPROVED HOUSE WRAP OR GRADE 'D' FELT PAPER 4'x4' GALV.'L'-TYPE FLASHING SET IN ROOFING CEMENT FIBEfYaLASS S"PER V 2x6 LEDGER SECURED FELT PAPER OO.S.B.W/ 1/4' x 4' LAG BOLT SHEATHING ORW/ 2' DIA. WASHER PLYUJOOD SEC24' OL. MAX NAILING SCHE LSU-262x6 RAFTERS LU526 W/ (4) 10d's TO LEDGER AND (2) 10d'e TO 2x6 JOIST 2X6 LEDGER W/ 1/1'x5' THREADED ROD 32' OL. MAX. SET IN SIMPSON 2,-0• HIGH STRENGTH EXPDXY 6' MIN EMBED. 141 THICK 2 COAT CEMENT PLASTER APPLIED DIRECTLT TO MASONRT nROOF C S.G.D. SCALE: I/2' I'-0' SHINGLE ROOF FYPON I6'X48' DECORATIVE SHUTTER OR EQUIVALENT W-0 3/4' 2ND FLR rl 11'-8' 6'-4' 12 �6 T'-H' 14'-0' 7A T FYPON I6'X48' SHEATHING TO LAP DECO RTIVE OR FRAME TO GABLE SHUTTEQUIVALENT CONNECTION 12' MIN 6' RAISED BAND 18'-O 3/4' 2ND FLR ERG. HGT. — — — BRG. HGT. 0' ❑ FYPON I6'X62' FYPON 1 '-0' U U DECORATIVE 15KTIIXII OR MIN. 0' 12 15 16A SHUTTER OR EQUIVALENT 1 ZA `.' d 3'-4' 1A EQUIVALENT '1'7P• I Ir #A 5 2'-0' 4' RAISED 9 MIN. BAND I "A m 10'-0 3/4' 2ND FM. FLR _ _ _ A _ JJ0'-0 3/4. 2ND FIN. FLR. 8'-8' BRG. HGT.�A8'-8' BRG. I-KsT. 6' RAISED 6' RAISED — — 9 BAND BAND (TYP.) /?,4� I Q I � 11 EA 4' RAISED BAND CTYP.) 8' RAISED I 9 OPT. COACH S LIGHT BAND (TYP.) 9 0'-0' FIN. FLR - 0'-0' FIN. FLR FRONT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 16'-O 3/4' 2ND FLR BRG. NGT. AA I , I 15 1FA I MIN. I TFA TYP I1 1 AA A 10'-0 3/4' 2ND FIN. FLR L 8'-8' BRG. HKsr. I ❑ 7B ElIF-11 EuTYP. 0'-C' FIN. FLR — — — — — REAR ELEVATION TEXTURED FINISH BRG. J�.B'-8'-BRG. HGT. 0'-C' FIN. FLR A R C R I T E C T t — D PH: 407-774-6078 FAX: 407i7744078 www.abdesgngroup.com AA #: 0003325 y v W 0 a h O F O °g z I!] avHDXV So I.OT: SILVERADO LOT #22 BLK #6 PROJ=Tfo 04128.000-02261 KODEL' 4EHB "2605—HAYDEN" GARAGE 8VMG: RIGHT PAGE: FRONT & REAR ELEV. "D" 150 MPH EXP. B apcIrrECT: STATE of FLC>HiJa. /I „fit, -► DAM 11/8/17 SCALE: 1 /4"=1' - 0" slIEET D RIGHT ELEVATION TEXTURED FINISH 12 OFF RIDGE VENT 18'-0 3/4' 2ND FLR 5Sr.. HGT. II 14A IEA TTp. I 12'-2' 12'-3' 12'-3' 1 , eA 10'-0 3/4' 2ND FIN. FLR, 12 8'-8' 5R3. HGT. II A ��I I II LEFT ELEVATION TEXTURED FINISH FRAME DOU.N FOR FYFON 5KTIIXIT OR EQUIVALENT J 18'-0 3/4' 2ND FLR I-IGT. .0. 10'-0 3/4' 2ND FIN, FLR 8'-8' 11 HGT. 0'-0' FIN. FLR A E G X IT E 6 T t _ DeSin FAX: pH:407-71, 1,5 407-74-008 www.abtlesigngroup.rnm AA #: 0003325 F Z Chi d O F a U y O F O O [: z � J gXMDIV. & LOT: SILVERADO LOT #22 BLK #6 PROJECT 04128.000-02261 MODEL• 4EHB "2605-HAYDEN" GARAGE 6WING: RIGHT PAGE: LEFT & RIGHT ELEV. " D' v 150 MPH EXP. 3 :jTAE iITECT: SF FLOFID A 201 a AMC3723 DATIM 11/13/17 BCALE: 1/4"=1' — 0" 8I=T 5 D DENOTE RAT rare • W O/CBlOj _ = DiE lYb SiRRYSALK. IV' O BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING 4'-C' O.C. BETWEEN TOP CHORD i 2X4 SYP -2 X-BRACING. REFER TO DETAIL 9/DS FOR BRACING REQUIREMENTS FASTEN 2X4 STP -2 OR 5PF BEVEL CUT TO TRU55 TOP CHORD W/10d x 3' NAILS • 6' O.C. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED < SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. ---------------- �FT9� FT5 FT6 1 � II II III LL 11 1 FT4 LL II II II II II III II II II II II II II II I I I I II II II II II I. I, N N N H N H H H H H I NNNN�N;HNN�m w w I INN NNE II II II II I III III II II II II II II II I I I -�-��__.}�I�� u u u I GN I I I I 11 11 11 II III II IF_TIKa ��—I FZ12 I it I I I TRUSS TO 4 T LJ I P2TO SL 2 OSTI I I I I 1 41TT- I I I I I I =1 $. . J W — —T — — — — — — mi ---- 12J 2XI2 HDRT Wl'2)JACKI O = _ �— _ — (2) FULL STUDS EA SIDE — — — m X H LL J O LL - - '-�- - N- - - _r_ - - - I � (2) 2X6 LEDGERT SECURED W/ 1/4'X6' 1 LAG BOLT WF2' DIA. A a 24' O.C. J1 = 1-7 � F Jry 11 11 11 11 = _� a =__ tl ! 1III 11 mill �c��c�� FRAMING PLAN CCA 01122116 1-1 A R C N I T 10 T• gig 1441 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 WWWZbde lgngroup.mm AA M: 0003325 J F Z h v w 0 F h O UJ J OUSDIV. Sc LOT: SILVERADO LOT #22 BLK #6 PROJECT: 04128.000-02261 DLODEL• 4EHB "2605- HAYDEN" GARAGE STIiNG: RIGHT PAGE: FRAMING PLAN ELEVATION „D„ 150 MPH EXP. B ARCW?tCT STATE OF FLOR—A O 1/ -1111 aA W 11/8/17 SCALE: 1 /4"=1' - 0" mKil 6 A R C N I T I C T N .. _ DENOTE RAT RUN s 10' O/C MAX = DWIE 2X6 STRI MOACK 10' OL MAX BRACING LEGEND EXTERIOR GABLE TO BE ® BRACED W/2X4 BLOCKING 4'-0' O.C. BETWEEN TOP CHORD 4 2X4 SYP -2 X-BRACING. REFER TO DETAIL S/D5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP -2 OR 5PF BEVEL CUT TO TRU55 TOP CHORD W/10d x 3' NAILS 6' O.G. STAGGERED NOTE: REFER TO TRUSS MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. �j TRUSS TO 4X4 POST (2) ITS-12 POST TO BLK. HTT-4 TRUSS TO 4X4 POST (2) MTS-12 C,)S POST TO BLK HTT-4 CJ3 C-) I ROOF FRAMING PLAN CCA 04/08/15 TRUSS TO 4X4 POST (2) MTS-12 POST TO BILK. HTT-4 TRU55 TO 4X4 1-05T (2) MTS-12 P05T TO BLK HTT-4 e' Groun< 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32TSO PH: 407-77"078 FAX: 4OT-7744078 www.abd4 igngroup.com AA $: 0003325 F N w 0 F a h W O [: O BVBDIV- Sc TAT SILVERADO LOT #22 BLK #6 PROJMT# 04128.000-02261 MODEIt 4EHB "2605— HAYDEN" GARAGE BTIING: RIGHT PAGT�O O F, FRAMING PLAN ELEVATION „p„ 150 MPH EXP. B ARC HMECT= STATE OF FLMDA —114 DATM 11/8/17 BCAIM: 1/4"= l' - 0" 1 D CONNECTOR SCHEDULE CONTROL DATE: 01-05-I1 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META -lb 1450 NTA 16-16 1625 2) IOd x 1 1/2' 1-PLY- (6) I6d 2-PLY, (USP: 00110d X 1 I/2' - NO I6d OPTION) (2) META- I6 1985 (2) HTA 16-18 2800 (10) 10d x 1 1/2' I -PLY, (U5P: (10) 10d x 1 1/)') 2515 (14)16d 2-F'LY (USP, NO I6d OPTION HETA-16 1510 NTA 16 16-10(,3 10d x 1 1/2' I -PLY. (0) I6d 2-PLY USP: (10) 10d x 1 1/2'. NO I6d OPTION HETA-20 181m HTA 20 1810 (5) Nod x 1 1/2' I -PLY, (0) I6d 2-PLY USP: (10) 10d x 1 1/2%NO Ibd OPTION >. (2) HETA-20 2035 (2) HTA-20 3230 (10) 10d x 1 I/2' I -PLY USP: (10) IOd x I V2' 2500 (12) Ibd 2-PLY (USP: NO Ibd OPTION) Z LGL-2 2150 LUG7-2 1550 (V - I/4' x 2 I/4' TITEN 2 (U5P: BLK (5) I/4' WB, WOOD (I6) loci V) DETAL-20 24W DHTA-20 7430 (15) - 10d x 1 1/2, 1 PLY MGT 3565 MUGT 4115 (1)5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (25) 10d TO WOOD) HGT-2 Io9B0 NUGT-2 9190 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6) I0d TO WOOD (USP: WOOD (8)10d) HGT-3 10530 HUGT-3 52*0 (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (16) 10d TO WOOD (USP: WOOD (8) IDd) LG73-SDS25 3285 LUGT-3 3525 (0) 5D5 1/4'x3' TO GIRDER (4) 3/8' x 5' TITEN ND TO WALL (USP: CONC. (4) 3/B' X 5' )LEDGE BOLT, )HOOD (12) W5257 LT42 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 10d x I- . (USP: (10) 10d x 1 IR' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/B' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (lb)-SDS 1/4'X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR 51MPSGN (2) VGT) (2) 5/8' ATR IN HIGH STRENGTH EPDXY ()MIN 12' EMBED), (32)-5DS 1/4-X3- / 2 PLY MT6.12 1000 MTW 12 1155 (14) IOd x 1 1/7' (USP: (14) 10d x 1 1/1', (14) 10d) HTS-16 1150 HTW Ib 1260 (16) loci x 1 V2' (USP: (I6) I0d x 1 1/2', (16) 10d) HTS-20 1450 HTW 20 1530 (24) locix 1 1/2' (USP: (24) 10d x 1 1,12, (20) 10d) HT5-24 1450 HTW 24 1530 (24) Od x 1 1/2' CUSP: (24) 10d x I V2', (20) 10d) LSTA-12 . 925 LSTA 12 930 (10) Nod U5P: (10) Od LSTA-18 • 1235 LSTA 18 12. 0411. USP: (141 IOd M5TA-18 . 1315 MSTA-18 1310 (14) 10d USP: (14) 10d V) M57A-24 « 1640 MSTA-24 1640 (IB)lod U5P: (15)IOd CL MSTA-30 •• 2050 MSTA-30 2065 (22) 10d USP: (22) 10d M97A-36 • 2050 MSTA-36 2065 (26)10d USP: (26)10d MSTI-36 3500 KSTI 236 3890 (36) 10d x 1 1/2' USP: (36) 10d x 1 I/)' V) MSTI-40 5065 KT51 248 5140 (45) Wd x I V2' USP: (48) 10d x 1 1/2' H6 950 LFTA 6 1210 (8) Od TO PLATES, (8) Bd TO STUDS (USP: (16) 8d x 1 1/2', (16) 8d) SP4 885 BPT 4 545 (6) 10d x I V2' TO STUDS USP: (6) 10d x 1 1/2' TO STUDS A34 395 MP 34 1. 141 Bd x 1 IR' TO BEAM, (4) 8d x 1 IR' TO POST. U5P: (4) 8d x 1 I/2' TO BEAM, (4) ad x 1 1/2' TO POST. HCP2 645 HHCP 2 am (12) 10d x 1 1/2' U5P: (10) 10d z 1 V2' TO TRUSS, (10) 10d X 1 I/2' TO PLATE HIOA 1140 RT 16A 13M (18) 10d x 1 1/2' USP: (9) 10d x I V2' TO TRUSS, (8) 10d X 1 I/2' TO PLATE VGT 4 HDU4 4940 PHO 4A 5215 (16)-SDS 1/4'x3' TO WOOD, (10)-5DS 1/4'x2 1/2' W/ THREADED ROD, (2) NUTSAUASHER/2 PLY USP: 5/5' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) W53 WOOD SCREWS VGT 4 HD15 4540 TDX 10 10140 (16)-SDS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS WV THREADED ROD- (2) NU7SAUA5HER/2PLY USP: 1/0' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/5' TNRI-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6115 (I) 5/8' ATR IN HIGH STRENGTH EPDXY, (MIN l' EMBED.) IN CONC- (12)16.1 TO WOOD U5P: SAME AS 51MP5ON ABU 66Z 2300 12000 PAU 66 23W 16005 (U 5/8' A.TR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (12A6d TO )HOOD USP: SAME AS 51MP50N V) LTTI9 .. 134V LT5 19 1205 (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (8ACd TO WOOD USP: SAME AS SIMPSON Of 0 = LTT205 ... 1500 LTS 205 1105 (U 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 1' EMBED.) IN CONC. (10)I0d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2', 2-1/2' u HTT4 4455 HTT45 4160 (U 5/8' ATR IN HIGH STRENGTH EPDXY (MIN 1' EMBED,) IN CONC. (15) 5D'10 X I V2' (USP: (20) Ibd X 2-1/2')Z USP HAS MORE NAIL OFTIONS: (20) 10d, (20) 10d x I -In', (20) I6d x 2 V2' Q HTT5 Sow HTT45 5005 (1) 5/8' A.TR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN CONC., (26) I6d X 2 1/2' (U51.: (20) I6d X 2-I/2') U5P HAS MORE NAIL OPTIONS: (25) 10d, (25) 10d x 1-I/2', (20) Ibd x 2 1/2' NHDQII•SDS 25• 11,310 UPHD 11 14395 (1) 1- ATR IN HIGH STRENGTH EPDXY, (MIN. 10- EMBED.) IN CONC. (24) 5D5 )i' a A' WOOD SCREWS (U5P: (24) 153 WOOD SCREWS) HDl6 6645 TDX 10 10140 (1) 1/5' AB. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC. (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/5' BOLTS) V) M5WA 356/1125 3415 5330 NFM35XI2U 2580 1130 SIMP50N: (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN 6.15' EMBEDMENT) IN CML. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN 6.15' EMBEDMENT) IN CMU. FACE, (IB)1Od TO BEAM USP: (U 1/2' J-BOLT Wt MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW R,4MSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN 5' EMBED DEPTH INSTALLED IN fHE FACE. W U' HU5C412 (WOOD) 3635 2660 (FLR) HU54121F 3060 2110 (FLR) (10) I6d TO HEADER (lo) Ibd TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3315 (ROOF) Z Q HUC410 (CMU) [Boo 4920 HD410 IF 1305 5000 (IS) V4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (16) 1/4' x 3' W53 SCREWS, (10) 10d TO WOOD. USP (20) 3A6' TAPPER•, (10) I0d TO WOOD = W IC210-2 (CMU) ISM 5085 HD210-21F 1305 5000 (0) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CM, (10) 1Od TO WOOD: (USP: (15) 1/4' x V W53 SCREWS, (10) 10d TO WOOD. U5P(20) 3A6'TAPPER•, (10/10d 70 WOOD HUC210-3 (ChN) 1800 5085 HD210-31F 1305 5000 US I/4' x 2-3/4' TITEN (9 PERFLAW.E) TO CMU, (10) IOd TO WOOD: (USP: (I511/4' x V W83 SCREWS, (10) 10d TO WOOD. USP (201 3/16' TAPPER•, PE 10d TO WOOD LGUM26-2-SDS 1430 1 5595 1 LGUM26-2 2125 6065 1 (4) 3/8' z 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' 505 SCREWS TO WOOD, USP (4) 3/8' X 4' WEDGE BOLT.f W53 WOOD5CRSW5 HIGH STRENGTH EPDXY . SIMPSON '5ET 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 CMU. WALL MUST BE FILLED SOLID w/ GROUT. • loci COMMCN NAILS CAN BE SUBSTITUTED WITH 10d a I V2' NAILS IN CONJUNCTION WITH A 23. REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. 0 .. MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' LJ I— O ATR . A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARES) 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 15 USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLE55 STEEL FASTENERS. WHEN USING ZMAX / HDG 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 V1000 CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-G-W RCAGI6, AND ANG-IORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115.2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-4' DBL 2 x B 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR 5PAN DBL 2 x 6 UP TO 5'-1' DBL 2 x 8 5' _0' TO &'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 W-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'-0' UNA. 4'-II 1/2' 1'-II 1/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER 1 3 2 x 12 ('2 SYP) l/I6' OSB NAIL (3) 12d a &'-V O.G. FRAMING NOTES: I TYP. 2x12 BM./HDR. I I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: TRUSS TO MASONRY/CONCRETE SHALL BE META-16 FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO WOOD FRAMING SHALL BE MT5-12 3, TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRU55 MANUFACTURER. 4. REFER TO TRU55 MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD UN.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-I06 GUN NAILS OR 3-12d HAND DRIVES s EA. END, CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRU55 BEARING. &PROVIDE DRAFT STOPPING IN FLOOR TRU55ES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. 'B.REFER TO DETAIL 6 SHEET D5 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A R C N IT R G T 11 6 Grow i In Al N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 w .abdesigngmup.mm AA n: 0003325 F Z rn a V W R 0 F a Oy w 14 G O F rXTSDIV. do I40T: SILVERADO LOT #22 BLK #6 PROJECT# 04128.000-02261 MODE):. 4EHB "2605- HAYDEN" GARAGE SWING: RIGHT PAGE: CONNECTOR SCHEDULE 150 MPH EXP. B RFIF, MR. -114 DAil/8/17 SCALE: 1/4"=1' - 0" S 7.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES nSV OUTLET tat N S—E POLE RGT' WTLET IY'N OUTLET O QRLET WRED r0 81111TCN GFI IIvv CUTLET EOIIPED WC.NO FtW MEIRIRER lTAHPER REBIATANT TYPE( a@ 22— OUTLET W WRE Lw -T— W UP -i�OR EXT QTL"TER9GO'F METili1RERT UNTO. 6WITO41 3-UTAT OF'ER .Ve 9WIT. 4-WAT OPER OEILMG LIGHT — \O� VP LXbiT Pam. 'o RELE88FD LdN MALL 6LONLE PRE-WRED VENT. FAN I CR1 PER ffi R. VENT. FAN IwLXwr CR'1 FER 9G. R. 1 V Fl%T S rePEcs Tev er -14L w OU RUD RxENT T � FO, OR .�g. 4• rRAuc Lt3NT 0 PANEL METER l • 1 SD. BMLIQ DE.- os/co EYIDTE DETECTOR MTER-CONBGTCD Cpm 6uni CE A DISTANC GF NOT LS88 TtFN 4' FRon utuL PENDCNT —T - Ifl o�iTnT�r G�'s ► TELEFz108a JACK � YNTER„•TER Dlsca+gcr _ en- AIR roNDmcTa� n I 0 I u-Sox I occolmaNce uu` a Vx' FLOOD LKa11T OUR. -TT Pa NSN-GNTTW FOR LNREB •--�s�• use PGRr AOTE5: LOCATION OF TV JACKS 4 PHONE OUTLETS t FANS TO BE VERIFIED • HOMEOWNER PRE-CON5TRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F13CR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI s 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 MI50T3 FBCR T. EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL P'ROVISION5 OF FBCR 5TH PER (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). ALL LAMP5 SHALL BE SELECTED BY BUILDER AND 15% OF LIGHTING MUST BE I I O I DINING j LIVING _ ROOM a C PRE -WIRED / CLG FAN / / I GFI / \ I / \ SWITCH IN / I CABINET / �- OUTLET / TO 2ND F L. FOR DW / / 5TCH W I / -- 1 I I EN T \ `GFI I - 1 `\ 1 \1® \ 1 5/COS REF i L - - J -GFI I I \ 1 � 1 I PRE -WIRED // � CLG FAN II y( (1 �1/� FLEX / FOYER j 1 I GFI y{I u Ps. � I CHUM 5 I PORCH/� I / GARAGE / DOOR I I I 1 KEYLESS FIXTURE GFI GARAGE DOOR PREWIRE GARAGE /BOLLARD AS REQ. CONE. • PER BLDG. CODE FIELD w VERIFY IL LOC. IRRIGATION OUTLET - 48' AFF. COACH LIGHT FIRST FLOOR ELECTRICAL PLAN 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL F-ROV15ION5 OF THE FBCR 5TH EDITION 12014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. S. ALL CONDUCTORS SHALL BE TYPE TPLIN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 h COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 210 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 1 UNIT - NEW CHART LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP rtgL LODE —1 HOUSE PLAN: 4EHB HAYDEN MODEL LOAD INFORMATION VA E803 SQ R GENEML IeGHTING X 9 VA Pot SY R lam IItCUIT AT 16 TAUNDRY CIRCUIT W00 RANOR Ai NAPE PLATC RATING OR COOKTOP/OVEN 12000 T NATca xuraa i D�HRASNER 1Y00 CLOTH® DRYER S000 I DOPOBAL 5m t YICRORAYE 1800 t REFRIGRRATOR IE00 SUBTOTAL OF GENERAL LOAD 3BYle PBis'T IO RYA OF GENERAL (GAD AT — -1. V TOTAL NET GEN — Ioan83 TON t[EAT PUYP (W/ 3XN EYERGENCT —T3.3 k—. TON COO—G SWTEYENERAL TOTAL TOTAL LOAD 30SS8 CALCULATED LOAD FOR SERVICE DDeae Yw/z.o r- TZR 150 AMP SERVICE •RORST CASE SCENARIO - HTGFR4C HYAC LOAD VBED POR CALCUWTIDNS.• NEUTRAL CALCULATION: LIGHTING, APLLIANCE, LAUNDRY LOADS: 14,283 3000 vA - 1009, REMAINDER • 359. NET LOAD: 6,949 RANGE: 12000 * 10% 5,400 DRYER: 5p00 • 10% 3500 TOTAL I5)545 NEUTRAL AMPACITY: 18,489 / 240 • 18 A 2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 32/0 CIL, THWN + Ib CU IN 2' CONDUIT OR 3 •4/0 AL, THILN • 106 CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL 150ARP MCB LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdmIgngmup.com AA #: 0003325 F Up y 2 F a 0 F a J aulgmv. as LOT SILVERADO LOT #22 BLK #6 PROJMTA/ 04128.000-02261 movzu 4EHB "2605—HAYDEN" GARAGE awIMG: RIGHT PAGE: FIRST FLOOR ELECTRICAL PLAN 150 MPH EXP. B ARCHTECT: STATE OF FLORIDA J TELEPHONE SERVICE I CABLE TELEVISIOIF ENTRANCE SERVICE ENTRANC ^ EQUIPMENT EQUIPMENT !UI INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS `, // OLAW A.A�CHACRA AR NO 93723 1 •4 CU SERVICE GROUND CONNECTED TO DAR 11�8�17 CONCRETE ENCASED FOOTER STEEL PER mcmAr. 1/4"=1'-O" ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). aRELRP 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A N C N IT N C T t ELECTRICAL LEGEND SYMBOL DEFINITION NOTES " i2w OUTLET I0 AMP SNGLE role IN2v OUTLET IIOv OUTLET 0 OUTLeT WUED TO. cH " �GFI IW2v OUTLET EOWrEDWKddID FAH NTEf TTArIreR T-1 REENiTb1T TTFEI 220, OUTLET — W RL GO OTIOH 17 EXf. 4IERPRDGf OUTLET GRaa+D reLLr NTERRUP2R &WITCH SWITCH 3-W4Y OFER W4 SWITCH 4-WAY O R. i �f WYL nLWTED LIGHT CEILING LIGHT VP LIGHT F'RA� 'o RECESSm CMl �. WALL 80G IG! PIE-WRm Vmxt. rm 1 OR'I PER BD. Ff. veNr. TAN uWtgHr OR' PE1 OR' xi FT. 11 v FI%NRE rsrEc» rev er Ew RU04REEGENT 2-DWLDI— AIITalO 2' RUORESOEIR — — — � 4' RVOIE50ENi 4' TRACK LIGHT 0 PANEL METER OSD. � DETECTOR SD. ROLL MOUNTED GATT. e4ae 3rA:1:e DETEROR W/ HAIHJIYIRe C4®C�l ff'M MTER-OCNECTED ® ((CO 9IKKE DETECTOR BALL ME A DIST4 LQ`Ie0 _ _ U R06NT LGNT Il/ OUTLET Ges ► tELEFTJOE JAIX WATER HI —ER DII—OT AIR LOIIDITIONN; DIECONEOT I TV.I TeLEVIGIDH JADK LJ �ILNG OO)( REa11E O eE BURVMED N JO J-DOX ACCOI®ANCE YW GO% HAIUCED AS RICH FOR ROOD Lv H CPI. EEQAdTT �Ao P13. ruD+-MTON FOR UlR'EE 7 LOCATION OF Tv JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED D HOMEOLLNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PEF ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • I5LAND (NOT ON KITCHEN CIRCUIT) DISHUTASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI5013 FBGR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (20142 ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH ED (2014). SECOND FLOOR ELECTRICAL PLAN el Design n Groin_ LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 "mabdeDigngroup.mm AA #: 0003325 �1 y U W O yF 4 L2 ti �n c F 0 6 J BUBDIV. a LOT: SILVERADO LOT #22 BLK #6 PROJECT* 04128.000-02261 MODEL: 4EHB "2605— HAYDEN" GARAGE STRNG: RIGHT PAGE: SECOND FLOOR E? ECTRICAL PLAN 150 MPH EV. B Flop A N 11/8/17 SCALE: 1/4"=1' - 0" SHEET HVAC NOTES L 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 t MASTIC. AND INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL 181 GLASS I AIR DUCT AS PER NFPA WA 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT ----------------- OUTLET, OR SANITARY SEWER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, H,SHA L BE CONSTRUCTED OF SMOOTH GALV. METAL. _------ OR OTHER MATERIALS AS PER FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 603 I 6. ENCLOSED SUPPORT PLATFOSt I5 SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL CODE 603.1 NIN DfI T. BATHROOMS CONTAINING BATHTUBS, SHOWERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE 8' 5/A LIVING I RO M MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE FROM 'ABOVE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -CUT DOORS FOR MAKE-UP AIR TO BE BEDROOM #2 RETURNED, TO EQUAL AIR EXHAUSTED. 9. ALL FIRE RATED CEILINGS AND WALLS $HALL HAVE AN APPROVED FIRE OR FIRE/SMOKE I I 12XS I DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO I III \ _ - - - - - _ - - - - - - - - - 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. �IQ Ll __________ I n 3 I I 11 12XI2 14X6 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. p Rill I I PN�FANTECH I I I I BATH #2 OI -------------------I x 1 I I KITCHEN I I I I I BTOR. NOTE: I _ ALL HVAC TO HAVE PROPER PANS W/ DRAIN5 I O ATTIC PAN. r I I 0 CEILING O O EXTERIOR WALL --- ---- PLENUM T y AIR RETURN 12Xa aXX4, 1 \ SUCTION AND LIQUID \ I \� AIR SUPPLY L REFRIGERANT LINES \\ FROM L \ I I ABOVE AIR HANDLER EXTERIOR WALL \\ PVG CONDENSATE DRAIN LINE E.. FLEX EVAP. TRAY y PVC SLEEVE TO LINES BELOW SLAB FOYER i REFRIGERANT LINES TO j PLATFORM RETURN CONDENSING UNIT I TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER - - - GARAGE FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 3012.1.1 HVAC DRAINS PORCH I -------------------- SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL. OR WALL BRA55 PLUG FITTING OR EXTENSION TO I SOIL OR WASTE AS ' REQUIRED I I WADE 8240-K JOSAM 56000 INSIDE SERIES NICKEL BRASS TOP CAULK J I P.V.0 OPTI/SPEC ! III - III AINy. SEE �-,�------�- v � SITE PLAN FLOOR SLAB CLEAN -OUT (TYP.) N FIRST FLOOR MECHANICAL PLAN COUNTERSUNK CO. PLUG SEE SPEC. 1'-51Xa' CONIC. FIN. GRAD J - OR PAVING FITTING OR EXTENSION TO SOIL OR WASTE AS REQUIRED I I ic--IFJ� F-'---� i III -� III -------—y J. INV.5EE SITE PLAN NEXT. GROUND CLEAN -OUT (TYP.) N 5 SECURE STRAP TO CONIC. CONDENSER W/ (2)-3/I6'X2' TAPCONS UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB /SECURE STRAP TO UNIT W/ (2) •8X1 1/4' 5HT. 1-ITL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN GONE). DRAIN 3/4' DIA. OVER HEAD 0 12' FROM STRJGTURE 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 O CEILING EXHAUST FAN CEILING EXHAUST FAN t LIGHT O/A OUTSIDE AIR 0 THERMOSTAT m PASS-THRU AIR GRILL A■CNITICT• 6 GroQu� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40T-7744078 wwwabdesigngroOP.wm AA If: 0003325 d 2 m U w 0 4 h c F a 7 i i! 9xnmrv. de LOT: SILVERADO LOT #22 BLK #6 PROJECT* 04128.000-02261 KODEL: 4EHB "2605- HAYDEN" GARAGE 19WUM: RIGHT PAGE: FIRST FLOOR MECHANICAL PLAN 150 MPH EXP. B ARCNRECT STAM: OF FLOMA Li] Dpw 11/8/17 SCALE: 1/4"= l' - O" $FLEET 10 6 Groton 31 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.mm AA S: 0003325 E. v y 2 0 F h O F C C O C� 2 � pa Y BVHDLV. do LOT: SILVERADO LOT #22 BLK #6 PROJECT* 04128.000-02261 MODEL 4EHB "2605- HAYDEN" GARAGE SWUM: RIGHT PTt-COND FLOOR ECHANICA PLAN 150 MPLM B ARCMTECT: SECOND FLOOR MECHANICAL A LAN $TATEOFFLO"riR_7A p IA Ml DA � 11/8/17 8CALE: 1/4" =1' — O" BFIi.ET 11 r1Y S PEDNe KRTICALLT W CO.VG POIR CELL I EN-eRiT CODE FORMD FOR NDLLATION R-vALUEb = TIXTtNED fMDN eEOIIFE P.t. Dt. PL4K 10 CRC. W h XID' A1CHRe DOLT W I' IW DIiR 1' FF'IpED. 1'R! . 3]' OG. nAK iccula P.T. OT. RATC i0 xm W V+'xlm' MIDIGR D0.T W T WbVe! l' EnDED. MN . 3]' CC nAx DEDME rt^� Doti. ale TO DL4D W L9 . >I' OG. !' IYIIX ].DD rel . a DAYi !' CRC. RE.i. W bYb' LLU)m0.b FYM RJ i-nl DOLT ETIITLENE VAroR RETCIOR Q! YCLL.DCMrAGTED 0.EAN F6L TERIITE ^� }Rl4lf@lrr DN.ALL � eowA-DAR rU :. IEDR1 CHdM = YI' GYP. ul. 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REBAR LAP PIPE THROUGH E REINFORCING F, BEARING CHANGE ��� OMITTED DOWELS t;zm�m'aca� �QIREBAR LAP AT FOOTING L, B . w•.r-m• (-r,�\AT LINTEL CORNERS vs�xe� m'� 1—STORY FOOTING %� W/ BLOCK -W �12" ALL EXTERIOR FOOTERS AT FINISH SLAB'S TO BE: MIN BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A N C N IT E C T E Design Grou . L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 rvww. abdesigngmup.com AA #: 0003325 ti y U O W E; O F r 0 R axmz)xv. ae 7,074 SILVERADO LOT #22 BLK #6 PROJWT# 04128.000-02261 monsr.: 4EHB 112605-HAYDEN" GA %AGS BIVWG: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B Aft' CHRECT: STATE OF FLOR DA —44 DATM 11/8/17 SCAUM 1/4"=V-0" az DI PRE-ENGINEERED TR155 4'-m' MIN. MT5-12 BOTTOM PLATE: 1/16- 058. (2) I2d NAILS AT ZX4 EA STUD. BTM. PLATE 2X4 DBL. TOP PLATE 2X4 STUD IG' OC. VIA' 05B. /2' AJ56 W/ MIN. l' EMBEDMENT LOCATE 6'-B' FROM ENDS AND 32' OC. MA. TEXTURED FINISH MTS-12 META-16 T A 32' OC. MA. B' OMU WALL (2) I2d NAIL6 WITHIN 4' OF EA PRE-:ZEERED END 4 (2) I'd NAILS • 121 OC. TRUSS MAX N FIELD. KNEE WALL DETAIL rj-1 STICK BUILT WALL DETAIL �J TO BLOCK "� SCALE V2'•I'-0' SECURE 2.6 MIN. TO BLK LLV (2))J' _ _ CONNED OR VERIFY W/�55 SPB • EA STUD TOP 4 BOTTOM ANCHOR BOLT UY 2' WASHER SET FRAMING PLAN PRE -END TRUSSES W/TRU55 IN 91MP� J HIGH EPDXY 4' EMBED. STRENGTH 2X4 5ECURED TO GABLE END W/(2JQd•EA UPRIGHT DOUBLE TOP PLATE CRIPPLE STUD5 • IS' O.G. MAX HEADER COId�ECTOR UP TO g000 UPL� DOUBLE TOP PLATE SECURE 2. TO BLOCK W) f2J ,}' TAPCON9 OR DRIVE PIN (MIN SHANK SIZE J45) HEADER SIZE PER nryn6r L 2X4 SECURED TO SIMPSON LSTA-12 • EA JACK SIMP60N MSTA-24 • EA JACK IMIN EMBED. I ) ® 9 6 .. 2.4 ON FLAT TO BLK ® GABLE ENG W/12112d 6'-B' O.C. SPAN CHART. STUD, BOTH SIDES OF OPENING. 2z STUDS • 16' OC. MAX W/ SHEATHING. SWEATWINS TO BE WITHIN }' OF WINDOW/ DOOR 2.5 STUDS • IS' O.C. MAX W/ SHEATHING. SHEATHING TO BE OR OPENING AND SECURE p ' FASTENER SCHEDULE WITHIN B' OF EACH 01 END AND IS' OC. MA a� SPACING. }' OSB. SHEATHING OR DOOR/ L-- W) CUT NAILS. WINDOW OPENING OPENING AND SECURE PER FASTENER SCHEDULE (2) STUDS, (2) JACKB • EA. SIDE OF OPENING }' COX PLYWOOD 0 SIDES: 2XS GARAGE DOOR BUCK W/ (3) VXV J-BOLTS 4' EMBEDMENT MIN W) 2•X27C>: WASHER AND MST SPACED EVEN-T FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. PRIG PT BLOCK •CENTER OF DOOR HEADER W(I))5-XS' J•BOLTS 4' EMBEDMENT W/ 2'X2'XW WASHER AND NUT ® NOTES: R ® L-30 • GABLE BLOCKING TRUSS 2x4 BLOCKING EA. RAFTER L.30 EA RAFTER H25 EA. 2x4 RAFTER • 24' D.C. 2z4 FR4 Ml (TYP) �7 T� HEADER KING STUDS FOR ANDS CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK AND ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.G. STAGGERED SP4 OR H5 • TOP AND BOTTOM PLATES • EA FULL LENGTH STUD, BOTH SIDES OPENING. SHEATHING SHEATHING TO LAP TO TOP OF MASONRY WALL BE JACK STUSECURED ONE PL - TIME. USE 12d NONE PLY • A TIME. USE I2d NAILS, D 4 WITHIN E THAN17 EACH STAGGERED � WINDOW SILL W/CRPPLES 16, O.C. }• DIA ANCHOR BOLT AT 16' OC. MAX WITH T' EMBEDMENT AND 2' PIA WASHER SIMP` M5TAM-24 • EA JACK, SECURED W/ SPECIFIED ANCHORS 2X5 P.T. BOTTOM PLATE 2x4 BLOCKS CMU WALL 11yy S • PfiGabr SILL 4 ALL AUCHORG SHALL BE IN ACCORDANCE TO MANLFACTURER'S INSTALLATION INSTRUCTIONS WHERE 6FIEATHING MJ6T NOT SUCH INSTRUCTIONS ARE MORE STRINGENT BREAK 1'-4' MIN. FROM 2ND GARAGE DOOR i1BUCK ATTACHMENT SCALE: IlJ'.I'-0' �41 FRAMED OVERHANG N.TS. TYP. 5 OPENING EXTERIOR WINDOW / DOOR WD FRAMED (WfFL00R If' LINE. TRUSS) WINDOW ® 2—STORY OPENING WALL FRAME SECTION A ARCH WINDOW 6 $GALE: Il2'•I'•0' SCALE: I/J'.I'-0' FASTENER SCHEDULE NOTE: TYP.EXT. SHEATHINGATTACHMENT ROOF DIAPHRAGM s I•na 6w4tK 6u4 NNL6 • 4• at *a' . ern.rn FOR SHEAR 4 UPLIFT (OSB. TO BE 5TRUCTURAL USE VIA' OSB. OR V2' CDX PLY WITH 'B RING SHANK GUN NAILS AT 4' O.C. AT GRADE) CONNECTOR5 FROM STUD TO PLATE ARE T SUPPORTED PANEL EDGES AND 'B RING SHANK GUN NAILS AT W OC. AT IE SUPPORTS. SEE DETAIL. NOT REQUIRED EXCEPT OPENINGS PRE -FIND. TI4U55 DBL. 2X TOP PLATE �x I I WIATE ROOF SWEATHI Ya TO GABLE END FRAI•IE F 5WE USE 'B GUN NAILS • 4' OC. l/16' OSB. g L 2X BLOCKING �Y EXTERIOR SHEATHING • / I I USE VIA' OS.B. OR V2' PLY WITH $ RING SHANK GIN NAILS AT 6- OC. AT PANEL SIDES AND B RING SHANK CAN NAILS 4- O.G. TOP 4 BOTTOM PANEL AND 'B RING SHANK GUN NAIL6 AT 6' O.C. AT / .^, $W VIA' O..Sa 2X STUDS I6' O.C. MAX. 77;�INTER•IEDId1E — SUPPORTS. SEE DETAIL. NOTE: RING 614 GUN NAIL5 SHALL BE PERMITTED AS ACCEPTABLE FASTENER FROM ANT ('MANUFACTURER AN C _ ^ 9 RING SHANK GUN NAILS 1j • b' O.C. M FIELD 30 - 2X BTM PLATE 3/4' FLOOR DECKING NAIL REQUIREMENTS SIZE HEAD LENGTH DIA TENSILE ST Btl ROUNDi'IODIFIE 2 3/8' J13 I10i500 OR T NOTE: NAILS TO BE PFr. BY MEMBER OF INT. STAPLE. NAIL 4 TOOL ASSOCIATION I. 0.II3 INCH NOMINAL SHANK DIAMETER Z I I2 R HANK 1 TOP CORD BLOCKING AT 4' O.C. MAX. N FIRST 2 FRAMING �• SPACES 4T EACH END. �'� RAFTER OR TRU55 EQe Q ROOF SHEATH ING [! o'er = w m °'L Z -�a, ¢) 0 .p • ! - PRE- ENGINEERED FLOOR TR15S 2X4 •TOP 4 BOttam CONT. W/ (5) I2d NAILS WETA-16 BLK WALL Oj CONTINUOUS SHEATHING TO BEGIN AT TOP or BLK W/ V4' GAP FROM BLK TO CAB, 6 TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (OSJB. TO BE STRUCTURAL GRADE) 2X4X4'SECURE TO TRUSS W/ 3-IZd 6'-B' OC. MAX TYP, 2X4 SECURE TO 2X4 BLK Wl1-12tl 2X4 SE TO BLK W/ META-16 SEC$o 3. 16 TO 20 RINGS PER INCH N I 5, 2 INCH NAIL LENGTH R-IOOF 514EATILNG LAYOUT G~ 3� ' �^ �m • 'B 2' DECK SCREW" • 6'-B' �O-C MAXIN FIELEPPLVI4 ADED 'SHANK TO EMEND BEYOND' rHIOKNE55 OF SUB -FLOOR SHEATHING O HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT PERIMETER OF ObH. TO PROVIDE COST. NAIL PATTERN 3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP O PLATE TO HORIZONTAL BLOCKING. ® 54EATHNG • TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF 16' FROM SHEET BELOW ® INSTALL ALL SWEETS W�FACE GRAIN PARALLEL EM, SHEATHING ATTACHMENT AND ENDUTALL BRACING BUILDING LENGTH TYP. ! TO STUDS 2'-0" EXTENSION ®OPT SERVICE DR. i�NOT USED FOR GABLE END FRAMING F FOR WALL SHEATHING (065 To R WALL WEATWGRACE) BE ALSHEATHING 7 SCALE: V2'•I'-0' TYP. 3/4' TAG 5U5-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS SCALE. V2'.I'-0' r A R C N I T R C T DesiVn GrouFrno. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 W W W.abdeslgngroup.mm AA #: 0003325 A F h U h 2 0 F y W A F O O IF rUBDIV. !c LOT. SILVERADO LOT #22 BLK #6 PROJECT# 04128.000-02261 MODEL: 4EHB "2605-HAYDEN" GARAGE OWWO: RIGHT IPA : MISC. DETAILS 1'50 MPH EXP. B ARCHITECT STATE OF jLTJR�A q02 R 11/8/171/4"=1'-0" 2 FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R90521 ON J' O.S.B. SHEATHING OR 21 CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS I.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 5U5-5AND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN 5/9 THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY TEE ENERGY CODE FORMS :OR INSULATION R-VALUES ' GYPSUM BOARD OR 1' HIG 'TRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK W/ 1) 05 REBAR CONTINUOUS 'RECAST LINTEL 'EE ENERGY CODE FORMS OR INSULATION R-VALUES IINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (I) 05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS e I6' O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL SCALE: 3/4' = I' -0' 1/16' O.S.B. OR }' CDX TYVEK BUILDING WRAP FORTIF15ER BLDG PAF GALV'D MTL. LATH T/5' TEXTURED FINISH m WOOD YB' TO %' MID WALL WEEP SCREED Z(L -a, CMU -5/8' TEXTURED FINISH B MASONRY WEEP SCREED DETAIL @) WOOD TO 2 LOCK CONNECTION SCALE: 1 1/2' = I'-0' NOT USED FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RB0521 ON J' O.5.5. SHEATHING OR 7 CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION.) O.S.B. SHEATHING OR J' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 T/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' ER/ 15 PRESENT PRE-ENG GABLE TRUSS 2x4 NAILER CONT, 2x4 RAT RUN SECURE 0' W/ (2)12d's 0 EACH TRUSS TYR TO BE INSTALLED B MID. O.H. POINT OF TRU55 SPAN, OR 10'-0' O.C. MAX. SECURE GABLE TO 2x6 P.T. J PLATE W/ 12d's 8' O.G. MAX E SECURE 2x6 PT. PLATE TO I, BLK W/ }'x-J' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -I' EMBED. MIN. 0 32' OC MAX. 5/B THICK, 3 COAT . I; PORTLAND CEMENT PLASTER APPLIED M DIRECTLY TO MASONRY i13 ' L �o 1—STORY GABLE BLOCK WALL �/ SCALE: 3/4'=1'-O' 8• CMJ KDRYWALL I'X4' OR I'X2' P.T. NAILER b,4 P.T. OR %X4' MIN SECURE ❑ TWRU FRAME < EXTEND 1-4- INTO ELOCK W/ )W TAPCONS OR DRIVE PM .1 (MIN SHA"NK SIZE 45 MIN FSIZE 1 ❑ MIN EMBEDMENT 1-Y- WITHIN 8' OF EACH END < ID' OG MAX $PACING DOOR CA5MG DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +3/4 OR +5/4 WINDOW TO BLOCK +3/4 OR +5/4 SCALE: I'S.5 2X4: CM SECURE TO BLOCK UU W( - TAPCCN5 OR DRIVE PIN (MIN. SHAN< 51ZE J45 MIK HEAD SIZE 3M MIN. EMBEDMENT I4 ) W THIN 8' OF EACH END . B' OL. MAX SPACING. 2%6: CEM SECURE 10 BLOCK Wl�1-3(.' OR DRIVE PIN (MG$WS MIN SHANK $172 J!5 ❑ MIN HEAD 612E 300 MIN EMBEDMENT I Y.') WITHIN B' OF EACH END < B' OL. MAX 5PACRG. 8' 2X6 ® DRY Y' DRYWALL SECURE TO BLOCK W2-%' TAPCGN5 OR DRIVE PIN I'X4' OR I'X2' P.T. NAILER (MIN. SHAY. SIZE J45 DOOR CASING MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT Y.'1 ATTACH TO 2X PER WiWM B' OF EACH END . B' OZ. MAX SPACING. MAAJFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +1-1/2" %B3 WINDOW TO BLOCK +1-1/2" SCALE: I'.I'-0' SEE ENERGY CODE FORMS FOR INSULATION R-vALUES I' GYPSUM BOARD OR 21 HIGH STRENGTH CLG. BOARD GONG. FILLED LINTEL BLK I (1) "5 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) S REBAR VERTICALLY W/ CONIC. POURED CELL Ix2 P.T. FURRING STRIPS ® 16, O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RIB0521 ON �,' O.S.B. SHEATHING OR 7 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 TRU55 ENG. FOR 51ZE 4 CONDITION.) - O.S.B. SHEATHING OR I' CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 I/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIF15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) WEEP SCREED (SEE DETAIL 2) SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8' O.G. MAX SECURE 2x6 PT. PLATE TO BLK W/ %'xV ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY -1- EMBED. MIN, B 32' OC MAX. 5/B' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING 15 PRESENT / PRE-ENG GABLE TRU55 CONT. 2x4 RAT RUN SECURED W/ (2) 12d's ® EACH TRUSS 1•-m• TO BE INSTALLED A MID. POINT OF TYR TRUSS SPAN, OR 10'-0' O.C. MAX. O.W. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES g GYPSUM BOARD OR 2 HIGH STRENGTH CLG. BOARD 2x4 NAILER 2x4 B 24' O.G. B INTERIOR KNEE WALL CONIC. FILLED LINTEL BLK W/ (1) "5 REBAR CONTINUOUS I, a DIRECTLY TO MASONRY o m� 4 0 1—STORY GABLE W/ VAULT CLG. Uj_Bp_� BLOCK WALL SCALE: 3/4' = I'-O' PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U'S REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS 0 16' O.C. S' CMU 1/2' GYP. WL. BD. WOOD BASE NOTE: PER FBCR 9052.E - FOR ROOF SLOPES 2:12 TO LE55 THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT 15 PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, A5TM D 4869 TYPE IV, OR ASTM D 615l 2X4: ® 2X4: ® 2X4: CM SECURE TO BLOCK IW j6' SECURE To BLOCK W/ +N . SECURE TO BLOCK WH' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 TAPCONS R DRIVE PIN O (MIN. SHANK SIZE Mr, TAPCONS OR DRIVE PM (MIN. SHANK SIZE 345 MIN. HEAD SIZE 300 MIN HEAD SIZE 300 MR HEAD SIZE 300 MR EMBEDMENT I Y.') MK EMBEDMENT I Y') MIN EMBEDMENT I Ya') WITHIN W OF EACH END • ID• OL. MAX 5PACRY WTHN D' OF EACH END < 0' OZ. MAX SPACNG. WITHIN 8' OF EACH END < B' OC. MAX SPACING. 2X6: ® 2X6: ® 2X6: cm SECURE TO BLOCK wa.)6' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 1 SECURED tHROUCH NON-STRUCTURAL SECURE TO BLOCK W't- TAPCONS OR DRIVE PIN ❑ NOTE: STRUCTURAL 2X MUST SECURE TO BLOCK W/1-U4' TAPC0N6 OR DRIVE PIN NOTE: STRUCTURAL IX MUST BE ON OUTSIDE < SECURED THROUGH NON-STRUCTURAL MIN HEAD SIZE 300 K.' TAPCON MK I-Y' (MRL SANK SIZE J45 MIN HEAD SIZE 3RD Be ON OUTSIDE 1 SECURED THROUGH NON-5TRUCTURAL (MIN SHA4C SIZE J45 MR HEAD SIZE 300 3f.' TAPGON HIN I-Y.' MIN EMBEDMENT I V) EMBEDMENT INTO BLOCK MIN EMBEDMENT I Y.') 3(,' TEDME N MIN Imo' MIN EMBEDMENT YEN EMBEDMENT INTO BLOCK WITHIN 0' OF EACH END < B, C'Tl WITHIN B' OF EACH END 1 EMBEDMENT INTO BLOCK WITHIN D' OF EACH END . IB' OL. MAX SPACING. K' DRYWALL B' OL. MAX SPACING. B, QM ID' OZ. MAX SPACING. B' GMU ® I-X4' OR I-XY P.T. NAILER 2X& ® V DRYWALL 2X8: ® Y' DRYWALL SEC SECURE TO BLOCK TAF'COJS OR DRIVE PIN Y,' OAS. X s' MIN SECURE TO BLOCK WR-7(.' iA=COIJ$ OR DRIVE PIN I'X4' OR I'M' P.T. NAILER SECURE TO BLOCK W/I-I/4' TAPCONS OR DRIVE PIN I'X4' OR I'M' P.T. NAILER N.' OSJB. X 4'MIN. (MIN. SHANK 612E J45 DOOR CASW. (MIN. SANK SIZE J45 DOOR CASING (MIN SHANK SIZE 145 DOOR CASINGHIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN HEAD S1ZE 300 DOOR JAMB OR WINDOW MIN HEAD SIZE 300 MIN EMBEDMENT Y.') ATTACH TO 2X PER MIN EMBEDMENT I Ya'1 ATTACH TO IX PER MRL EMBEDMENT I Y& DOOR JAMB OR WITHIN B' OF EACH END < IS' OL. MAX SPACNG. MANUFACTURES DETAILS. WTWIN B' OF EACH END 1 IB' OL. MAX SPACRHG. MA4FACTUREB DETAILS. WITHIN 8' OF EACH END < U!' OZ. MAX SPACING.. PUNDOUI ATTACH TU 2E PER ER MANUFACTURES DETAILS. NOTE: 50AIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y.'1 DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" SCALE: I'.I'-0' 2X4: cm SECURE TO BLOCK WV.• OE P TAPCONS R DRIVE (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT IA-) WITHIN B' OF EACH END < 15' OZ. MAX 6PAC:W- 2X6: QM SECURE TO ELOIX TAPQDWS OR DRIVE PIN ❑ NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE < SECURED (MIN. SWANK SIZE J45 TWROJGW NON-STRUCTURAL MIN HEAD SIZE 300 ) ' TAPCON MIN. I-Y,' MIN EMBEDMENT I Y.') EMBEDMENT INTO BLOCK WITHIN 8' OF EACH END <*DOOR D. CMU IS- Or —MAX SPACNG.Y' DRYWALL 2X& ® SECURE TO BLOCK W2°N.'—I'X4' - OR I'X2' P.T. NAILER TAPGON$ OR DRIVE PINI- P.T. X 4' MIN (MIN. SANK SIZE J45DOOR CA51NO MIN HEAD SIZE 300 JAMB OR WINDOW MIN EMBEDMENT I V) ATTACH TO 2X PER WITHIN 8' OF EACH END < 15' OZ. MAX SPACRY- MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +2 1/4" �n1 WINDOW TO BLOCK +2 1/4" SCALE: I'.I'-0' NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T SCALE: P.P-0' 2X4: CM SECURE TO BLOCK W/ )6 TAPCONS OR DRIVE PM (MIN. SWANK SIZE 14D MIK HEAD SIZE JIM MIN EMBEDMENT I V' WITHIN 8' OF EACH END 1 IB' Or— MAX SPACING. NOTE, 9TIRIJCTURAL 2X MUST BE O1 OUTSIDE < SECURED 2XG' ® THROUGH NON-STRUCTURAL %' TAPCON MIN I-Y' SECURE TO BLOOK WlJ-3(.' EMBEDMENT INTO BLOCK TAPCON5 OR DRIVE PIN (MIN. SHANK SIZE J48 ❑ e' C•u MIN HEAD SIZE 300 n• DRYUALL MIN EMBEDMENT I Y-) WITHIN 8' OF EACH END < I'X4- OR I-X2' P.T. NAILER 18' OL, MAX SPACING. i. 2X SECURE TO 2XS, ® MEMBER UIKI12d SECURE TO BLOCK Wa-V.- WITHIN W OF EACH END 1 6• TAPCONS OR DRIVE PIN LSTRUCTURAL TO 8' OL. MAX (MIN. SHAY. SIZE J45 DOOR CA5RG MIN HEAD SIZE 300 DOOR JAMB OR WINDOU MR EMBEDMENT I Y•) ATTACH TO 2X PER WITHIN 8' OF EACH END ( Z. CZ. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM A6 NEEDED TO PLUMB JAMB (DO NOT EXCEED )'4') DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +T SCALE: I'.I'-0' NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED V< DOOR JAMB TO BLOCK +3-7/16" WINDOW TO BLOCK +3-7/16" SCALE: P.P-0- 2X4: CEO 6E0UF9 1O BLOCK WN' TAPCONS OR DRIVE PIN MIN SHANK SIZE J45 MIN HEAD SIZE 300 MIN EMBEDMENT I Y') WITHIN D' OF EACH END < 15' OL, MAX SPACING. 2X6: CEM SECURE TO BLOCK W/1-U4' TAPCONS OR DRIVE PIN NOTE: STRUCTURAL 2X MUST (MIN SHANK SIZE J45 BE ON OUTSIDE < SECURED MIN HEAD SIZE 300 MIN EMBEDMENT t Ys') THROUGH NON-STRUCTURAL W.' TAPCON MIN I-Y- WITHIN 8' OF EACH END < EMBEDMENT INTO BLOCK 10' OL. MAX SPACING. e' CMU 2X8. ® V DRYWALL SECURE TO BLOCK WI-114' TAFCONS OR DRIVE PIN I'X4' OR I'-' P.T. NAILER (MIN. SHANK SIZE .145 I' P.T. X 4' MRMIN HEAD SIZE 3'4 DOOR CASING MIN EMBEDMENT I Y') WITHIN S. OF EACH END ( DOOR JAMB OR WINDOW B' OL. MAX SPACING- ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y-) DOOR JAMB TO BLOCK +3 3/4" Sul WINDOW TO BLOCK +3 3/4" SCALE: i'.I'-0' ARC R I T R C T 6 G e ro i In 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngmup.mm AA #: 0003325 m i a y x F 4 U w 0 C d BVHDsv. ae MT: SILVERADO LOT #22 BLK #6 PROJECT* 04128.000-02261 MODELS 4EHB "2605—HAYDEN" GARAGE BRING: RIGHT PAGE: MOINOLITHIC 1—.STORY WALL SECTIONS & NOTES 150 MPH EXP. B ARCFTM--CT: STA iE OF FLORIDA DATJR: 11/8/17 8CALJ: 1/4"=l'-0" SKEET D3 FIBERGLASS SHINGLES FIBERGLA55 SHINGLES A N C N I T E C T N OVER 30 FELT PAPER OVER 030 FELT PAPER 2x4 BLOCKING BETWEEN FIBERGLASS SHINGLES INSTALLED PER FBCR INSTALLED PER FBCR TRUSSES WHERE 'X' BRACING OVER 30 FELT PAPER R9052.1 ON a, O.S.B. R9052.1 ON J' O.5.B. 15 PRESENT INSTALLED PER FBCR SHEATHING OR }' CDX SHEATHING OR }' CDX R9052.1 ON J' O.S.B. PLYWOOD SECURED PER PLYWOOD SECURED PER SHEATHING OR }' CDX FASTENER SCHEDULE 24449 7j FASTENER SCHEDULE PRE-ENG GABLE TRU55 PLYWOOD SECURED PER Flo PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE GONT. 2x4 RAT RUN SECURED FASTENER SCHEDULE SEE ENERGY CODE FORMS LJG�0 P.T. IX2 W/ MTL. DRIP EDGE SEE ENERGY CODE FORMS PRE-ENG TRUSS FOR INSULATION R-VALUES Grou .na FOR INSULATION R-VALUES 2x4 OR 2x6 5UB-5AND PER W/ (2) 12d's a EACH TRUSS 2x4 OR 2x6 5U5-5AND ELEVATIONS P.T. IX2 W/ MTL. DRIP EDGE I' GYPSUM BOARD OR z 1441 N. RONALD REAGANBLVD. PER ELEVATIONS H GYPSUM BOARD OR }' 2x4 OR 2x6 5UB-BAND HIGH STRENGTH GLG. LONGWOOD,FL32750 HIGH STRENGTH GLG. VENTED ALUM. SOFFIT BOARD PH: 407-7746078 VENTED ALUM. SOFFIT gpgRp PER ELEVATIONS FAX: 407-7744078 DOUBLE TOP PLATE TWIST STRAP VERIFY W/ STIFFBACK (SEE SEALED VENTED ALUM. SOFFIT SIMPSON w .abdesigngmup.mm WINDOW HEADER SIZE TRUSS PLAN TRU55 ENG. FOR SIZE t SEE ENERGY CODE FORMS 1,000" UPLIFT SP2 a EA. AA M: 0003325 VARIES PER WINDOW CONDITION) FOR INSULATION R-VALUES 2X8 STUD OPENING SEE HEADER WINDOW ATTACHMENT AS CONNECTOR SPAN CHART FOR PER MANUFACTURES SECURE 2x4 PLATE TO WALL W/ 2x8 SYP 02 O.S.B. SHEATHING OR DETAILS SPECIFICATIONS 3'xFi' TI-IRU-BOLTS o 32' O.G. J' GYPSUM BOARD OR }' DBL TOP '' S HIGH STRENGTH GLG. PLATE a WINDOW SILL MAX THEN SECURE GABLE TO g0ARD }' DRY WALL CDX PLYWOOD. 2x4 PLATE W/ 12d's 8' O.G. MAX WALL ATTACHED PER FASTENER OR DOUBLE TOP PLATE SHEATHING i DIA ANCHOR BOLT 2x STUDS 16' O.G. MAX W/ AT IVO.G. MAX WITH -I'SCHEDULE ON SHEET D5. IN5UL., SEE ENERGY CODE SECURE GABLE TO DBL TOP WINDOW ATTACHMENT AS 2x8 SYP "2 EMBEDMENT AND 2' 1/8' THICK, 3 COAT FORMS FOR INSULATION PLATE W/ SIMPSON HTC4 0 24' PER MANUFACTURES WOOD STUDS DIA. WASHER PORTLAND CEMENT R-VALUES O.G. MAX SPECIFICATIONS AT 12' O.C. MAX SIMPSON SPI PLASTER OVER WINDOW HEADER SIZE VARIES EXPANDED GALV'D PER WINDOW OPENING SEE WINDOW SILL a EA. 2X8 METAL LATH ON A' T t G SEWED AS PER HEADER SPAN CHART FOR 2x STUDS a 16' O.C. MAX W/ _ STUD AND SCREWED D PER IN5UL., SEE ENERGY CODE FORTIFIBER JUM50TEX DETAILS FORMS FOR INSULATION GRADE 'D' PAPER OVER FASTENER SCHEDULE 2x8 P.T. SYP "2 TYVEK BUILDING WRAP } O.S.B. SHEATHING OR }' CDX R-VALUES O SOLE PLATE (IJ COURSE TIE -BEAM (REFER TO STUCCO Z PLYWOOD. ATTACHED PER POURED SOLID WITH FASTENER SCHEDULE ON SHEET' T t G 5UBFLOOR GLUED CONCRETE. (1) 5 w SPECS FOR COMPLETE DS AND SCREWED AS PER IL Q REBAR HORIZONTALLY INFORMATION) 1/8' THICK, 3 GOAT PORTLAND FASTENER SCHEDULE ° PRECAST LINTEL NOTE: SHEATHING MUST CEMENT PLASTER OVER u_ w Z 0 y 0 F NOT BREAK I'-4' MIN, PRE-ENG FLOOR TRUSS EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX ° WINDOW ATTACHMENT AS FROM 2ND FLR LINE (INSTALL PER MFG. SPECS.)IQL GRADE 'D' PAPER OVER TYVEK �7 2x4 CONT. ® TOP AND BT. I' GYPSUM BOARD OR }' BUILDING WRAP (REFER TO Z w PER MANUFACTURES OF FLR TRUSS (TOP 2x4 HIGH STRENGTH CLG. STUCCO SPECS FOR COMPLETE w Q SPECIFICATIONS SUPPORTS ET PLATE OF INFORMATION) 2ND FLR, BTM. 2x4 IS FOR BOARD NOTEPRE-ENG FLOOR TRUSS w S : SHEATHING MUST NOT I I CONC. FILLED LINTEL BLK W/ (INSTALL P"5 PER MFG. SPECS.) -W Z REBAR a 16' PRECAST SILL WALL SHEATHING NAILER) BREAK V-4' MIN. FROM 2ND FLR GYPSUM BOARD OR (1) "5 REBAR CONTINUOUS ~ w O.G. MAX, IN FASTEN EACH 2X4 RIBBON I I LINE }' Z W/ (5) 12d NAILS o EACH SEE ENERGY CODE FORMS NIGH STRENGTH GLG, w CONCRETE TRUSS. BTM. RIBBON TO BE FOR INSULATION R-VALUES 2x4 GONT. o TOP AND BT. OF BOARD p{ Z POURED CELL, Ix2 P.T. FURRING STRIPS FLR TRUSS (TOP 2x4 SUPPORTS O O VERIFY PER I ®16' O.G. P.T. PRECAST LINTEL U- t BT PLATE OF 2ND FLR, BTM. 2x4 CONC. FILLED LINTEL BLK W/ PLAN. WEEP SCREED WINDOW ATTACHMENT AS 15 FOR WALL 5HEATHING (1) 115 REBAR CONTINUOUS p 0 8' CMU (SEE DETAIL 2/D3) PER MANUFACTURES NAILER) FASTEN EACH 2X4 - 6 SEE ENERGY 1/2' GYP. WL. BD. RIBBON W/ (5) 12d NAILS g PRECAST LINTEL O SPECIFICATIONS V CODE FORMS EMBED. STRAP VERIFY EACH TRUSS. BTM. RIBBON TO D (I) 04 CONTINUOUS REBAR W/ TRUSS PLAN PRECAST SILL BE F,T WINDOW ATTACHMENT AS �U FOR WOOD BASE V THICK, 3 COAT (1) S REBAR VERTICALLY PER MANUFACTURER INSULATION PORTLAND CEMENT W/ GONG. POURED CELL WEEP SCREED SPECIFICATIONS � m R-VALUES Z w 04 REBAR 45' LONG PLASTER APPLIED Ix2 P.T. FURRING STRIPS (SEE DETAIL 2/D3) PRECAST SILL R/ Q Y W 0 W/6' HOOK o 24' O.G., EMBED. STRAP VERIFY 3 Q MIN. 24' IN SLAB DIRECTLY TO MASONRY 16' O.C. (1) "5 REBAR VERTICALLY O - W/ TRUSS PLAN C. POURED CELL IL {{ 2'-0' (MIN. 2—STORY 8' crlu x2 P.T. FURRING STRIPS I I/2' GYP. WL. BD. S/8 THICK, 3 GOAT IN SLAB) FIRST FLOOR WOOD BASE PORTLAND CEMENT u 16' O.G. _ BLOCK SECOND PLASTER APPLIED I Z DIRECTLY TO MASONRY 8' CMU f° &RE. OIFI' GYP. WL. BD. WALL 4' GONG, REINR W/ 6'x63/4'=r-0' �. ° 2—STORY GABLE �. WooD BASE SECTION — _° LA_ WIAXWI.40 WWM ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON FIRST FLOOR WOOD WELL -COMPACTED GLEAN FILL BLOCK SECOND i FRAME TO �> 6' 6' 6' 6' TERMITE TREATMENT SHALL BE 1A FLOOR FRAME L 1B LOCK_WALL �° 2,_m. BORA-CARE SCALE: 3/4'=I'-0' U (3) S REBAR ON CHAIRS 2x STUDS o llo' O.C. MAX W/ O.S.B. SHEATHING OR }' CDX 2x STUDS o 16' O.G. MAX W/ NOTE: ATTACHED PER INSUL., SEE ENERGY CODE PLYWOOD. INSUL., SEE ENERGY CODE PER FBCR 9052.1 -FOR ROOF SLOPES 2:12 TO FASTENER SCHEDULE ON SHEET FORMS FOR INSULATION DS FORMS FOR INSULATION LESS THAN 4:12, A (2) LAYER UNDERLAYMENT R-VALUES R-VALUES SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF EXTERIOR WALL 5TUD5 RAGE STRAPD SPACED 1/8' THICK, 3 GOAT PORTLAND (WALL SHEATHING NOT AND FASTENED A5 T t G SUBFLOOR GLUED J' T t G 5UBFLOOR GLUED 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS SHOW FOR 'LAwmi SHOIN WITH ONE CEMENT PLASTER OVER ADDITIONAL STRAP AT AND SCREWED AS PER EXPANDED GALV'D METAL LATH AND SCREWED AS PER PERMITTED BUT MUST BE PER ASTM D226 TYPE FASTENSTUDSA BLOCK WALL EACH WINDOW KNG SND FASTENER SCHEDULE ON FOPTIF15ER JUM50TEX FASTENER SCHEDULE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 FASTENERS AS SHOW INSTALL GRADE 'D' PAPER OVER TYVEK MIN (I0) I0d COMMON NAILS STRAP • EA. END (UND) aUEWIV. & I.OT: SILVERADO LOT #22 BLK #6 PROJECT# 04128.000-02261 MODEZA 4EHB "2605-HAYDEN" GARAGE OW MG: RIGHT PAGE: MONOLITHIC 2—STORY WALL SECTIONS & NOTES 1.50 MPH. E!T. B BUILDING WRAP (REFER TO 3/4' T t G SUBFLOOR GLUED SPACE STRAPS AS FOLLOW; INTO STUD (0J4 DIA X I Ill' STUCCO SPECS FOR COMPLETE AND SCREWED AS PER -nm MPH c, sr OZ. LONGI AR�FiiTECT: wm nFu Cl az• D.C. -Ism n W: 4 O.C. j'aTE QF .�QFUDA INFORMATION) FASTENER SCHEDULE ON -um rPH V 4.Oc. 2X4 CONT. m TOP AND BT. OF SHEET D2 TOP [FLR TRU55 (TOP 2x4 SUPPORTS -oLe r�AtE STUD L 2T PLATE OF 2ND FLR, BTM. 2x4 FILL ALL REMANING STRAP5 FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ HOLES W/ Imd NAILS INTO / PRE-ENG FLOOR TRUSS PRE-ENG FLOOR TRUSS - wDOD aAacl� 1/J FASTEN EACH 2X4 RIBBON W/ (5) (5) 12d NAILS o EACH TRUSS. DO NOT PLACE SCREW IN 12d NAILS m EACH TRUSS. BTM. TOP HOLE WARIEST TO TOP SIMPSON HETA-16 EMBED. I' GYPSUM BOARD OR BTM. RIBBON TO BE P.T. TOP OF RIBBON TO BE P.T. FA6oNRr w&7L - of crw mLocK WALL STRAP m 32' O.G. MAX VERIFY HIGH STRENGTH GLG. W/ TRU55 PLAN WEEP SCREED gpgRp PRE-ENG FLOOR TRUSS 9 STRAP T 00TTCt OF (SEE DETAIL 2/D3) (INSTALL PER MFG. SPECS.) STRAP ro rnu BLOCK wALL ROLAN A. ABOUCHACRA ' GYPSUM BOARD OR }' EMBED. STRAP VERIFY CONC. FILLED LINTEL BLK W/ cru aLa x uuLL �L T a+nAsoNm uv n/ s/w• DIA. x I-I/a' AR NO 9372J HIGH STRENGTH GLG. BOARD W/ TRU55 PLAN (1) "5 REBAR CONTINUOUS GONG. FILLED LINTEL BLK W/ PRIr1T s/8' THICK, 3 COAT PORTLAND (1) 05 REBAR CONTINUOUS DA'PE 11/8/].'7 CERECT MENT PLASTER MASONRY RIBBON APPLIED RIBBON OCAXM1/4"=1'-0'• FLOOR CONNECTION AT PARALLEL EXTERIOR STUD WALL CONNECTION aI� FASTENING DETAIL TO FIRST FLOOR MASONRY WALL 2 PERPENDICULAR PRE—ENG FLOOR TRUSS 2A SCALE: 3/4'=I'-0' 3 SCALE NTS SCALE: 3/4' = I' -O' JJJLVVJ PRECAST HEADEWMIN) 2 X 4 (MIN 2 X 3) 1.3A6 TAPCON OR DOVE PIN MN SWANK SIZEJ45 MIN HEAD SIZE 300 MN EMBEDMENT I V4') S.FRCM EACH END AND IV 3 O.G. MAX MN I-V4' EMBEDMENT 2 X 6 (MIN 2 X 3) 2.346 TAPCCN OR DRIVE PIN MIN SHANK SIZEJ4b MN HEAD Siff 300 MN EMBEDMENT 1 V4') D' FROM EACH END MID 10' O.G. MAX MIN 1-V4' EMBEDMENT 2 X 5 (MIN 2 X 3) "3/16 TAPCCN OR DRIVE PIN (MN SHANK SIZFJ45 MN HEAD 51ZE .300 2X4 SOLID BLOCKING MIN EMBEDMENT 1 1/4') SECURE TO SHEATHNG W/ VCMU D' FROM EACH END AND 10' MN 2-12d PER ELK EA END OC. MAX MN 1.1/4' EMBEDMENT lAW 0$5 SHEATHING WALL ARCHWAY DETAIL 16" AND UNDER SCALE, I/2'.I'-O' DEL. TOP PLATE 2X4 V OC. MAX SECURE 2X4 TO WOOD W12-12d - 6'-D' OC. STAGGERED J45 MN HEAD 612E 90N7 MN EMBEDMENT IY'WAN 5' EA END NOT TO ARCNUTAY EXCEED IS' OC. MAX IX4 SOLID BT. PLATE BLOCK R-' SECURE V2' PLYUIOOD- TO 5HEATHR43 WITH OR 1/16' OSB. MN 2-121 PER BLK EA END 3DEXTERIOR ARCHWAY u SCALE: V2'.I'-0' Q lu OS3. oR1' PLTwooD 5HE—wo O 30 BLOC FELT O3 24' WIDE 26 GA GALVANIZED METAL FLASHNG MUST ADD DIS10, 36' WIDE AND AND MUST BE A MIN 24' WIDE METAL. O5 FIBERGLASS 54N3LES DEL. TOP PLATE 2X4 16' O.O. MAX SECURE 2X4 UV MW TAPCON6 OR DRVE PIN MN. SHANK SIZE 345 MN HEAD SIZE -100 MN EMBEDMENT I X. W/M a - EA END NOT TO EXCEED ID' O.C. MAX 2X4 SOLIL BLOCKING SECURE TO SHEATHING WITH MN 2-12d PER BLK EA END EXTERIOR ARCHWAY �1 WITH WINDOW PRECAST HEADER(MIN) 2 X 4 MIN 2 X 3)1-3/16 TAPCON OR DRIVE PN (MN SHANK SIZEJ45 MIN HEAD SIZE 300 MN EMBEDMENT 11/4') 5' FROM EACH END AND ID' OC. MAX MN 1-1/4' ET'3EDMENT 2 X 6 MIN 2 X 3) 2-3A5 TAPCON OR DRIVE PIN (MN SHANK 51ZEJ45 MN HEAD SIZE 300 MN EMBEDMENT I V4') 6' FROM EACH END AND IS- OC. MAX MM 1-1/4' EMDEDMENT 2 X D (MIN 2 X 3) 2-3A6 TAPCON OR DRIVE PIN MN SHANK SIZEM5 MN HEAD SIZE JIM lAW 065 SHEATHING MIN EMBEDMENT I V4') 2X4 16' O.C. MAX. 5' FROM EACH END AND IS' (WHEN OVER IS' IN HEGWTJ OC. MAX MIN 1-1/4' EMBEDMENT 2X4 SOLID BLOCKING SECURE TO SHEATHING UV MIN. 2-12d PER BLK EA END t-=1CLOSED VALLEY FLASHING DETAIL PRE -FAD TRUSS SIMP50N 1/2' CLG. BOARD . TEXT. SP4. 32' SMF50N 5P4 2X4 DBL. TOP PLATE OC. 32, OL. V2' DRYIUALL 2X4 WOOD STUDS e16' or UNO. ON TRUSS PLAN 2X4 CONY. STRESS BLOCKING MID -WALL X4 PT. PLATE 6M1 SP4 32' OC MAX 1/1'X9' AG,. 32. O.C. l'EMBEDMENT CONC. SLAB 2 •s'. CONT. 1-STORY INT. BEARING WALL 7 soALE:Irz'-1'-0' NOTE: FOR WALLS WMO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTORS. DOUBLE TOP PLATE 2.4 CONTINOUS STRESS BLOCKING MID WALL 2x4 STUDS • 16' OC. MAX, UON i' T N G SUBFLOOR GLUED 15T FLOOR STUDS TO 2ND FLOOR STUDS SIMFSON M5TA-36 • 32' OC MAX PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE 2.4 CCNTINOJB STRESS BLOCKNG MID WALL 2.4 STUDS • 16' OC. MAX, UON. V2' GTP. WL. BD. SECURE BT. PLATE TO SLAB W' }'x9' ANCHOR BOLT W/ 2' W45WER 5ET IN SIMPSON HIGH STRENGTH EPDXY V EMBED. MN 51MP50N EPA • 32' OC. MAX INT. 2-STORY L.B.W. SCALP: V2'.1'- ARC11WAY DETAIL 16 AND UP SCALE: V1'.I'-0' PRE-ENG TRUSSES OR CONY. FRAMED RAFTERS I}' OS3. SHEATHING, OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE 2.4 BLOCKING UNDER WALL STUDS SCURE BETWEEN TRUSS BAYS UV (3) 12d'. EACH END 2. DOUBLE TOP PLATE STUDS • 16, OL. FITS-12 • EVER STUD 2X4 BT. PLATE DORMER n9 ATTACHMENT SCALE: IR'.I'-0' DEL. TOP HATE SECURE 2 X RIP TO FIT 02.12d$ 6'-0' OC. MAX. 1/5' TEXTURED FINISH lA6' OBB SNEATHMG 2 X 4 16. OC. MAX (WHEN OVER 16' N HIE 14TJ 2 X 4 (WHEN OVER IS' N HIEGWY) V4' TEMPERED MA50NITE GLUE . RAIL WMd5 5'-U' OC. IF NEEDED. 2 X SOLID BLK'G - ARCH SECURE W/U-Ud EACH END `MTL WOW FRAME MOTE: NO GAP • WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL ET AWAY E: IR'•I'-0' 2 X 4 MN 2 X 3) 1-3A6 TAPCON OR DRIVE PIN (MN $HANK 51ZE145 MIN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 5' FROM EACH AND ID' IV. EXISTING BLK AV. AS OC. MAX. MIN 1-1/4' EMBEDMENT 1/4' TEXTURED FINISH 2 X 6 MIN 2 X 3) 2-3A6 TAPCON l/D' TEXTURED FINISH OR DRIVE PIN (MN SHANK SIZEJ45 MIN READ SIZE 300 TA6. 0$5 SHEATHING MIN EMBEDMENT 11/4') D' FFX)M EACH END AND V 2 X 4 IG' OC. MAX OC. MAX MIN 1-1/4' EMBEDMENT (W a OVER IS- N tnGWTJ I X 4 (WHEN OVER 16' 2 X D MIN 2 X 3) 2.3A6 TAPCON 16' N HEKriHTJ OR DRIVE PIN (MN SHANK SIZEJ45 2 X SOLID BLK'G • ARCH MN WAD SIZE 300 MN EMBEDMENT 1 I/4'J�� W/t-Dd EACH END "'FROM EACH END AND IS. ATTACHMENT PER OC. MAX MIN 1-1/4' EMBEDMENT MANUFACTURER'S SPECS. MTL WOW FRAME 1/4' TEMPERED MA' KITE 'NOTE: NO GAP • WOW FRAME GLUE . NAIL W/ed'S 9-AV OC. TO EXCEED V4' IF NEEDED. ARCHWAY DETAIL �1 CUTAWAY SCALE: V2'•I' 0' ROOF TRUSS UPLIFT CONNECTOR NOT SNOUN FOR CLARITY (SEE SHOP DW35.) EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE W/ U5P 51'T24 NAIL PER MANUF. SPECS. SECTION AT TOP OF EXTERIOR WALL 6 SCALE: TUTS ASPHALT SHINGLES OVER 30 FELT ON 1/16' 0S3. PRE-ENG GABLE TRUSS 5PF 5TIFFBACK (SEE SEALO ENG. PACK FOR SIZE a CONNECTION) 2x4 5PF BLOCKING BETWEEN TRJ55E5 WHERE 'X' BRACING 15 PRESENT ` CENT. 2,4 SFF RAT RUN ' SECURED UE/ (2) 12d'a • EACH TR SS (2) 214 � S.YP. DIAGONAL BRACE W/ (3) 12d'9 EACH TR155 (DIAGONAL X-BRAONG TO COVER 5-TRUSSES g' GYPSUIM BOARD OR I' HIGH STRENGTH CLG. NOTE: BOARD DIAGONAL BRACE • CENTER OF TRUSS SPAN OR HIGHEST RIDGE. DIAGONAL BRACE TO BE • ANY SPAN 15'-0' OR GRATER REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-O' (U X-BRACE 30'-1' TO 60'-0' (3) X-BRACE (1) X-BRACE - CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END �n1 GABLE X-BRACING SCALE: I!!'•I'-0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) Cd GUN NAILS 1,1 COLLAR TIE AT EVERT OTHER RAFTER UV MIN. (3)12d NAILS OR MIN. (4) 10d GUN NAILS 2. RAFTER5 IxD NAILER SECURE TO TRUSSES BELOW UV (2) 12d N41LS OR (3) Wd GUN NAILS • EA TRUSS RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP FIRE-ENG. �1 CONV. FRAMED ROOF SCALE: VI'•I'-0' 0'-O' TO 30'-0' lU'X' BRACE 30'-1' TO 60'-0' (3) 'X' BRACE (I X. BRACE • CENTER) (2 'X. BRACE DIVIDED EOUALY FROM CENTER TO END) FIBEIW.aLASS SHINGLES OVER 30 FELT ON lA6' 0S3. (2) 2X4 4 5YP DIAGONAL BR4CE W/ 3-12d • EA TRUSS ( DIAGONAL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING WHERE 'X' BRACING 15 PRESENT (2) 10d NAILS EA END TO TRUSS SPF 5TIW5ACK J, (SEE SEALD ENO. PACK FOR 517E N CONNECTION) coMMO M l/16' 05B SHEATHING TRUSS 24'.- USE 5d NAILS AT 4' — EDGE 2 6' — FIELD 1/2' CLG. BOARD 2X4 W/ 3/0' X 5 LAG -32' O.C. MA NAIL CONT. RAT RUN TO OR SIMPSON MSTA-24 • 32' OC. MAX. TRUSS W/ (1) 12d a EA 11111" 2X4 SUP RAT ADJACENT TO DIAGONAL BRACE. SHEATHING NAILIPY TO BE 6' OC. IN FIELD DBL TOP PLATE 4' OC.vALL EDGES W/5d NAILS 2X4 STUD 16' OC. MAX. n2-STORY GABLE END CROSS BRACING SCALE: V2'.I'-0' • 1115 UPLIFT SIMPSOM HT5M20 WAO 10d TO TR166 AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL • 2350 UPLIFT (2) SIMP50M HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL UVIO 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT 12 TRUSS ANCHOR RETROFIT NTs. 12' FINISH w LANDING i 3/4' PLYWOOD FF. - z DBL 2X6 ;5 \ I 36' MIN. FINISH VI 2CMSTH a -DOMMONWINDER DETAIL LANDING DETAIL NAILED THRU 3/4' FINI5P a LANDING PLYWOOD INTO EACH STRINGER 3/4' PLYWOOD LESS THAN 4' TYP. 3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD ETWEEN SPINDLES REINFORCED W/2X4 SPFOR GUT TO FIT JOIST W/CONT. BEAD OF IX8 RISER 5U5-FLOOR ADHESIVE 0 PL-400 OR SIMILAR a i HAND RAIL EA HORIZONTAL RUN SECURE TREADS TO STRINGER II m^ W/(3)05 3' SCREWS 0 EA STRINGER, UNTHREADED SHANK DRYWALLTO EXTEND BEYOND TPIC-KNE55OF 5UB-FLOOR SHEATHING XIO TRIM %NAIL5 STAIRS RISERS TO CONFORMTO FBCR 5TH EDITION (2014) (3) IOd CUT® MIN. TREAD 10', MAX. RISER T-3/4' 2X4 P.T.3/16' MAX. VARIATION IN RISERS/TREADSADJACENT TO EACH OTHERSLEEPERIN 3/5' MAX. VARIATION IN ANY RISER/TREAD SLAB HANDRAIL CIRCULAR GRO55 SECTION DIA. TO BE 1 3/4" .-1/4' OR PROVIDE EQUIVALENT GRABPA51LITY STAIR SECTION DETAILS WINDERS- MIN. 6' WIDE a NARROW END v MIN. 11' WIDTH o 12' FROM NARROW END SCALE: 3/4'=1'-O' 34' MIN. HANDRAIL HGT. ARCHITECTS" Gr uO. Design . Al N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.mm AA #: 0003325 F W h V O 0. W O 2 � i i! 5T.7E'aiv. a LOP SILVERADO LOT ##22 BLK ##6 PROJWT# 04128.000-02261 MOnarr 4EHB "2605- HAYDEN" CiARAdS SVi Gi RIGHT PA6ffi: misc. DETAILS 150 MPH EXP. B ,ARCHREC.T: STATE C : FLOOMA 7 —14 DAR jM 11/8/17 SCAM: 1/4" =1' - 0" ax�a�T 'rl \J L V PREFORI'E:D CONTROL JOINT - FLANGE OF CONTROL JOINTS Td BE WIRED TIED TO LATH • S' O.G. MAX (VERTd.. 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 WRING INSTALLATION FASTENERS TO BE SPACED • T' O.G. MAX VERTICALLY ]' THICK 3 COAT CEMENT PLASTER WRB LAYER Ft, FORTIFIBER BUILDING PAPER APPROVED METAL LATH FASTENED •1' (VERTJ O.O. MAX AT SUPPORTS UIRB LAYER 9, STUCCO WRAP WOOD SHEATHING [-A ALL NOT TINUOUS •• TL a �• To e• H C�-3 L MN BUT PPEEAEPROVIDE 7X4 BLOCKINGTM C PLACED FLAT MAX. 6' TO B' FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON FASTENERS FOR LATH TO BE NAILS / STRUOTURAL STUD TAPLES IN COMPLIANCE W/ ASTM C1063 / . WIRE TIES TO BE (NO. 10) 00415' WIRE B0f� LOCKING SHOWN MAY BE IN APPIT1\ WALL STUDS REQUIRED PER FLAN 777"/ "M" TYPE CONTROL JOINT OL PoLD MIIARD • rt. A ®FOLD O1. FOLD e•INfp . rt.A :. cREAEE • n. B !. GFE49E • rt. C n O �rOLD e1l,AlQ7 • rt. A . LIEAEE • rt.6 FOLD s ® ?FOLD MII/I� • Pf. 4 . cI�ASE • rr. B !. GRE49E • rt. L 4. ran rt. c ovcR rt. B nu n. c TwneE llDTTLM FLArGE ,a r° r BDTT� ��'E W:ItER T1611T w—T FOLD. QQ t�T am. j• THICK, 3 COAT CEMENT PLASTER (FRAME), N' ] COAT LEFQNT PLASTER 1-1 WIB LAYER Q, FORTIFIBER BUILDING PAPER(FRaE O Yl WFB LAYER 9, STUCCO URAP (CRAPE ONLY, L,Y LAYERS OF E4 PYI•M OVER NAILING LbYi5.E. 6TOP YIRDE6 1A'AGOJE &NNOL(FRAME ONLY) �—FRAME OR QL CAEOIA )RAP NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 4'x4' SELF -ADHERING MEMBRMIE 6' 6' • VERTICAL LAPS (ROLL BASHING (COMPATIBLE lU! HOUSE ENDS) 1 6' • HORIZONTAL LAPS. WRAP MATERIAL) OVER ALL SEAMS NEED TO BE TAPED LATH APPROVED VERTICAL LAP TO BE 1' WiA1 WITH FORT15ER SHEATHING TAPE FLASNIW, TO EXTEND ONTO PIPE / I' OR LESS PIPE 6'x6' SELF -ADHERING MEMBRANE / \ PENETRATION FLASHING (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4k4' rELF-ADH\ ' f BRANE FLASHING OVER APPROVED / r nlR LAP • rETAL LAIN \ HOUSE Ud2AP. I FLASHING TO EXTEND ONTO PIPE I X X X CUT AND OVERLAP ONE SIDE OF ' METAL LATH SELF -ADHERING MEMBRANE CUT AND OVERLAP ONE BIDE OF FLASHING STEP 01 STEP 02 FFLLASHIIND•NERING MEMBRANE WRB LAYER'6 I I' THICK, 3 COAT CEMENT STUCCO URAP PLASTER IIRB LAYER 9, 5TI1000 WRAP METAL LATH • r+el PAPeR L.eP BaLOw a•AY LLRB LAYER 4, FORTIFIBER II.RB LAYER Z, FORTIFIBER WRB LATER 4, FORTIFIBER dIILDRKa PAPER BUILDING PAPER I BUILDIN.a PAPER METAL LATH \ / W a5 LAYER 9, STUCCO WRAP FLASWISOVE 4'. MEMBRANE BASHING OVER MEM SELF -ADHERING MEMBRANE INSTALL FASTENERS (CLIPS, BASHING OVER APPROVED WOOD SHEATHEY HOUSE WRAP. FQUIR , STAPLES) REG7111RED TO SECURE BASHING TO EXTEND ONTO PIPE PIPE/ WIRE TO FRAMING 4'x4' SELF-AER AMG MEMBRANE G FLASHINOVER APPROVED FIOU5E WRAP. LaImN uTN BASHING TO EXTEND ONTO PIPE P, a• OKR ALL L4P 2 APER LAP ir' CONT. BEAD OF SEALANT 504LE: I Vl'.I'-0' INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL WOOD STUDS SECTION PER FBC R703A.1 NOTE: SHEATHING EdE,tenno Ru>Wf Fon� -plaster SIDE LAPS OF METAL slap comply ft apFliceson PLASTER DOSES SHALL requirements oI ASTSTM C 9261211. BE 5ECURED TO BUILDING PAPER Insta"non of exterior lathin' Rxl haminp FRN-IItJCa MEMBERS. shall comdY wIM RSTM C 106312A. THEY SHALL BE TIED BETWEEN SUPPORTS WITH OID41S-IR (121-MM) STUCCO M LAP • L4TN WIRE AT INTERVALS NOT !' LM •PAPER MORE THAN S' 1275-11M .. AS PER ASTM CI063 101. ® KICKOUT NOTE, FIFE fi ENETi,)4TION DETAIL CFi,)41"i FOR REP AIR OF TEAR5 HORIZONTAL LATH DETAIL IN MAY PATCH E°� (34)�) MAY BE PATCHED & PAPER DETAIL PEELW/HO.E WRAP TAPE PER M44UF. SPEC. OR N.T.S. PEEL a STICK WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO WRAP (FRAME ONLY) A' THICK, 3 COAT CEMENT PLASTER )FRAME), 1/2' 2 COAT CEMENT PLASTER(CMU) METAL LATH (FRAME ONLY) LAP WRB 4 TAPE OVER ROOF/WALL SCREED 5'X5' 'L' TYPE CONTINUOUS GALV. METAL FLASHING (NAIL TO ROOF DECK NOT ? WALL SHEATHING) GAP SHINGLE - NOT NAIL, INSTALL WITH ROOF CEMENT I�ROOF an.LL PLAl m ;.OUT ROWING (SEE E NL) a4TER TIGHT BEAL laElm aR FOLDER W NOT Ct1T iLauL INSTALL KILKOII� FL4W NG 4T BOTTOM ROOF N14LL INTERSErnoNE ROOF PER ELEVATIONS O"L" FLASHING N.T.S. LEGEND DRAINAGE PLANE (WRB LATER #I, STUCCO WRAP ) WRB LAYER #2 (FORTIFIBER—'—'—'—'—'— BUILDING f AFER) METAL LATH x—x—x—x STUCCO I-. e':.:. SELF-ADHESIVE FLASHING — — — — — — NOTE: METAL LATH: LATH TO BE PER FBC R-103_lo.l / ASTM C-541-09, MIN- 2.5 LBS. FER 5a, YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SFECIFICATIONS) —114 A R C N I T N C T• 6 V VulP. Grou 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407-774-6078 FAX: 407-774-4078 www.abdeslgngroup.Dom AA #: 0003325 W Z y U O 4 Lei W O F O G ti MGM & LNOT: SILVERADO LOT #22 BLK #6 PROJECT# 04128.000-02261 MODEL: 4EHB "2605-HAYDEN" GARAGE 19WING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B _ r — • L_ • , i Dp� 11/8/17 BCALE: 1/4"=l'-0" 819=Tr C 7 Al 00 BACKER ROD BACKER ROD INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHdUST. SEQUENCE OF FLASHING TO BE: I. BOTTOM. 2. SIDES. 3. TOP VENT CAP 15 TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 50 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL 51DE5.Yi CAULKING m JOINT ALL AROUND PER FBC R703.6.1 E: @ft laNno end p1991edna Exterior use of portland 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. WRB LAYER 'I, STUCCO WRAP ..;- HOODED VENT C, d' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER -2, FORTIRBER BUILDING PAPER WOOD SHEATHING 6 A DRYER VENT (FRAME) WOOD SHEATHING WRB LAYER -1, STUCCO WRAP WIRE, LAYER -2, FORTIFISER BUILDING PAPER WOOD CONSTUCTION METAL LATH B' CMU VINYL CASING BEAD 6' RAISED BAND Ye' TO)6' MID -WALL WEEP SCREED W WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT �C HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WRB LAYER 01, STUGGO WRAP) WRB LAYER 02 (FORTIFIBER - - - - • - - BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING - — — — - NOTE: METAL LATH: LATH TO BE PER FBG R-103.6.1 / ASTM G-&47-09, MIN. 2.5 L55. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) STUCCO FINISH 6' SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT o TOP 4 51DES 0 DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH — WALL 6' SELF ADHESIVE FLASHING (IN5TAL PER MANUF. SPEC BUILDING PAPER UNDER 'QUICK FLt A_1VENT PENETRATION `Y SCALE: N.T.5. ELEC. METEF VERIFY LO HKCH IL.' V PGCL'C I V C STUCCO 5CR.ATCH COAT d 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION CONSTRUCTION WOOD SHEATHING WIRE, LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIF15ER BUILDING PAPER THICK 3 COAT CEMENT Ya' TO YB' MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME) -ELEC. METER FIELD VERIFY LOCATION APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM JR SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES %O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER -1, 5TUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E-Z BEAI OVER 60 MIN GRADE 'D' FELT -PROVIDE SEALANT AT ALL JOINTS AND INTERSECTIONS WOOD SHEATHING ? LATER -1, STUCCO WRAP LAYER -2, FORTIFIBER BUILDING PAPER METAL LATH CONSTRUCTION �F�� TEXTURED CONSTFaJCTION FASTEN TO WOOD STRUCTURAL MEMBER c T' O.G. MAX B' CM1 Yr' TO )6' MID -WALL WEEP SCREED _ iQ �J '�- &' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Ll- FINISH • MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK) STEP #1 STEP #5 WRB LAYER h, STUCCO WRAF - CUT 'X' INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER .I S' 5TEP #2 WRB LAYER M, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING ® OVER SELF -ADHERING FLASHING OVER APROVED HOU5EWRAP WRB LAYER -2, FORTIP15ER BUILDING PAPER STEP #4 ELASTOMERICIW, COATTING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL. SECTION) METAL LATH 5TEP #5 STEP #ro OELECTRICAL RECEPTACLE A N C N I T E C T E 6 Gro� 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 W W W.abdesigngroup.com AA #: OD03325 d Z U R I a W O o � evsDrV & LOOT SILVERADO LOT #22 BLK #6 PROJECT# 04128.000-02261 MODELS 4EHB "2605—HAYDEN" GARAGE 19MMO: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MRI E)T, B ARCHITECT n EXT. WOOD FRAMED WOOD SHEATHING WALL WIRE, LAYER -1, STUCCO WRAP SUB -FLOOR DECKING WOOD WIRE, LAYER -2, FORTIF15ER CONSTRUCTION BUILDING PAPER PRE-ENG�D TRUSS HAT CHANNEL ]' THICK, 3 COAT CEMENT WEATHER RESISTIVE Wh/o' TYPE 'X' DRYWALL PLASTER BARRIER -1 6' SAP. • TOP OF WEEP SCREED WEATHER RESISTIVE - TO SHEATHING BEHIND WEEP SCREED BARRIER -2 4' POSITIVE DRAIN ]' THICK 3 COAT CEMENT - V RIES WOOD SHEATHING WEEP SCREED PLASTER METAL LATH WRB LAYER M, `- STUCCO WRAP WOOD SHEATHING ]' THICK 3 COAT CEMENT PLASTER ' _ 6' SELF-ADWEREING AM6 -WFWC-T CU''TOM CASING A FLASHING WRAPPED i • TOP OF WEEP SCREED TO SHEATHING BELOW _ LATWRAP 4' P051 TIVE DRAIN STUCCO • ::' WEEP SCREED t WRB LAYER -2, FORTIF15ER NO GAP IN FIELD BUILDING PAPER ----- ---------- --- cn (SHOUN FOR CLARIFICATION OF i SEPARATE ACCESSORIES ONLY) ^+,;%. ,,..•._.�b..:;,,,:;;.y,{� 6'SELF-ADHEREING WRB LAYER -1, t FLASHNG IWRAPPED STUCCO WRAP �,. /' • CORNER OF CANTILEVER 4' POSITIVE DRAM & AMICO AM&.WFWC80 -1 - 1 l WEEP SCREED NO GAP IN FIELD � (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL.® CANT. SCALE: 1 1/2'.I'-0' NOTE: METAL LATH: LATH TO BE PER FBG R-103.6.1 / ASTM C-541-09, MIN. 2.5 LB5. PER 50. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER •1 3/4 RE5ILIENT WEATHER RESISTIVE HAT CHANNEL BARRIER -2 VINYL CASING BEAD ]' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED WOOD SHEATHING FINISH ]' THICK 3 COAT CEMENT (2) 2x12 HEADER PLASTER 4' POSITIVE DRAIN VINYL CORNER BEAD WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 11D DRIP EDGE INSTALLATION 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH ]' THICK 3 COAT CEMENT PLASTER VINYL CASING BEAD WOOD CONSTRUCITON -WEATHER RESISTIVE BARRIER '1 -WEATHER RESISTIVE BARRIER -2 ]' THICK 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @D-RIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL ;' THICK 3 COAT CEME BLASTER VINYL CORNER BEAD 10 CANTILEVER DRIP EDGE DRAINAGE PLANE (WRB LAYER 01, STUGGO WRAP) WRB LAYER *12 (FORTIF15ER ------ BUILDING PAPER) METAL LATH x—x—x—x STUCCO SELF-ADHESIVE FLA5I-IINC3 — — — — — 3' X 3' 26 GA. GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL STICK) SET IN FULL BED OF 6' PEEL 4 5EALANT,Y:' MIN. STICK • DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Ya' GAP FOR BACKER I VXI V P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER CONTINUOUS ' VINYL CASING BEAD WATER PROOFING let 0I`" WEATHER RESISTIVE LAYER (2 LAYER PEEL 4 ,� BARRIER'I STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO I BARRIER '2 CANTILEVER ..wr.w.ar^T 6' PEEL 4 STICK • '� DECK MEMBRANE, DRIP EDGE TO DECK t EXTEND OVER DRIP SUB FLOOR ' EDGE ®® 3' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF I Y4'XI %' P.T. OR SIMULATED 5EALANT, Y,' MIN. WOOD (TREX) FILLER SPACE FROM DRIP CONTINUOUS FACE TO TREX Yi GAP FOR BACKER VINYL CASING BEAD ROD 4 SEALANT WATER PROOFING lot FINISH LAYER (2 LAYER LAYER (2 LATER PEEL 4 PEEL 4 STICK) STICK) WRAPPED FROM 3/4 RESILIENT BALCONY DECK TO HAT CHANNEL CANTILEVER VINYL CASING BEAD ]' THICK, 3 COAT CEMENT PLASTER METAL LATH 5/5' TYPE 'X' DRYWALL - WOOD SHEATHING W/TEXTURED 4 PAINTED WEATHER RESISTIVE FINISH BARRIER 'I WEATHER RESISTIVE ]' THICK 3 COAT CEMENT 15ARRII E PLASTER IVE DRAIN VINYL CORNER BEAD WEEP SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION Yi GAP FOR BACKER ROD 4 SEALANT - WATER PROOFING: loth LAYER (2 LAYER PEEL 4 STICK) ....,.o,.o.a,. PEEL 4 I SUB FLOOR - WOOD SHEATHING 7LUMN SHEATHING =ATHER RESISTIVE ARRIER '1 ?ATHER RESISTIVE 4RRIER -2 SAP. \ -EEL 4 STICK I lfi'x3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT 1,2' X Y 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF 5EALANT,V MIN. SPACE FROM DRIP FACE TO TREX I A'XI $' P.T. OR 51MUL. WOOD (TREX) FILLER CONTINUOUS Yi GAP FOR SEALANT OPT, BACKER ROD. - MODIFIED 50 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH- ]' THICK 3 COAT CEMENT PLASTER WEATHER RESISTIVE BARRIER '1 WEATHER RESISTIVE BARRIER -2 EXTERIOR COLUMN COLUMN SHEATHING 6' SAF 11(i x3' 'L' FLASHING 'FULLY EMBEDDED IN ROOF CEMENT I V X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT,Yz' MIN_ SPACE FROM DRIP 'FACE TO TREX VINYL CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER ]' THICK 3 COAT CEMENT PLA5TER METAL LATH WOOD SHEATHING 4' POSITIVE DRAIN WEEP SCREED VINYL CORNER BEAD J / (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION C� COLUMN /WP'T" L-T AcuTNTrml 2x FRAMING: MEMBER WRB LAYER -1, t STUCCO WRAP THICK, 3 COAT CEMENT WOOD SHEATHING PLASTER WRB LAYER St, FORTIF15ER 2 I/2" CORNER BEAD BUILDING PAPER "I, FASTENED TO SHEATHING: -_ WRB LAYER STUCCO WRAP - A -I' O.C. MAX. METAL LATH x THICK, 3 COAT CEMENT +' i WRB LAYER 02, FORTIF15ER t` N PLASTER � I ; BUILDING PAPER WRB LAYER 01, 6"SELF-ADHERING ' ' METAL LATH STUCCO WRAP FLASHING fi i (EXPLODED THICK, 3 GOAT CEMENT WOOD SHEATHING VIEW FOR PLASTER ' CLARITY) _ METAL LATH DRIP GAP ' WRB LAYER 02, FORTIF15ER BUILDING PAPER WINDOW FLANGE 14A CORNER BEAD C FRAME I,zlrz',k �� CORNER BEAD (FASTENER 4 SPACING Q I" O.G.) GMU %' THICK, 3 GOAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C BLOCK WRB'LAYER "I, STUGC WRAP 1, WRB LAYER -2, FORTIFIBER BUILDING PAPER---_ METAL LATH ]' THICK, 3 COAT CEI' PLASTER b'SELF-ADHERING FLASHING DRIP GAP WINDOW FLANGE 15B CASING BEAD @ WINDOW ( FRAME, NO BAND) A R C N IT N C T N 6 Grou O L441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdesigngroup.wm AA S: OD03325 J b Z h U y 2 0 4 y 0 O Si ih a s SLT9DIV ae LOT: SILVERADO LOT ##22 BLK ##6 PROJWT# 04128.000-02261 MODEIa 4EHB "2605-HAYDEN" GARAGE STING: RIGHT PAGE: WALL ASSEMBLY DF,TAILS 150 MPH EXP. B GAP GOAT CEMENT WOOD 5HEATHING CA51W,13 AE D PLASTERS I 7O TRIM IX TRIM MEMBER METAL LATH WRB LAYER •I, ® STUCCO TO STUCCO WRAP SIDING TRANSITION RTIFIBER LAYDIW, A WOOD SHEATHING BU�I PAPER WRB LAYER -2, FORTIFIBER J -T- - SIDING WOOD SHEATHING BUILDING PAPER ' "•'a ; ; WRB LAYER #I, r.. ' STUCCO WRAP METAL LATH a' THICK, 3 COAT CEMENT `- WRB LAYER #2, F-ORTIF15ER S BCO WERRAP WRB LAYER srucco WRAP PLASTER .' BUILDING PAPER 6'SELF-ADHERING I ! METAL LATH CASING BEAD FLASHING \l, THICK, 3 GOAT CEMENT 6' SELF-ADHEREING VINYL ANGLED '\-(EXPLODED 8 PLASTER FLASHING OR PEEL 4 STICK CASING BEAD VIEW FOR SIDING TO STUCCO T• CLARITY) C BEAD 1ASING � ` (CROSS SECTION) DRIP CAP WINDOW FLANGE WRB LAYER STUCCO WF:AP T''3 WRB LAYER "2, FORTIF15ER BUILDING PAPER METAL LATH\ THICK 3 GOAT CEMENT PLASTER \ 6'SELF-ADHERING FLASHING \ DRIP CAP WINDOW FLANGE CASING BEAD C WINDOW 15C (FRAME, W/BAND) WOOD SI-IEATHI�'� METAL LATH WIRE, LAYER #I, STUCCO WRAP WRB LAYER 02, BUILDING PAPE J' THICK, 3 CO/ PLASTER VINYL ANGLED CASING BEAD VINYL CASING 1 WOOD CONSTRUCTION BEYOND UIOOD SNEATNING WEATHER RESISTIVE BARRIER M UEATHER RESISTIVE \\ BARRIER 4 / /j 9W, x Y' LAP SIDING / / \ W/6' REVEAL DFIERING FLASHUY.a 6' SELF -ADHERING FLASHING y \ I a W ATTHHEERR PM515TIVE ' \� \\ LUEATPER STARTER STRIP ,. BARKER RE515TIVE DO NOT CAULK OR I I \ \ y W SELF -ADHERING SEAL OPENING -/ FLASHING \ GALV'D METAL GALYD METAL Z' LASHING 'Z' LASHING Do NOT CAULK OR IJi' X 6' SII-NLATED SEAL OPENING WOOD TRIM MEMBER 5TUC410 CASING BEAQ X 6' SIMULATED WOOD TRIM MEMBER \ \ - SEAL GAP UYC.CULKING ORT�PP QASINQ, SEALANT SIDING TO STUCCO ® BLOCK TO FRAME l�� TRANSITION --------------- SEALANT i i I i i WINDOW FRAME — i i i I I i i 2X FRAMING I ` MEMBER NOTE: ' METAL LATH: LATH TO BE PER FBC j R103.6.1 / ASTP'I C-84'1-09, MIN. 2.5 L55. 1 W00D SHEATHING PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER #I, WECONSTRUCTION 6'5ELF-ADHERING WOOD SHEATHING LASHING /� STUCCO UJRAP LLEATHER RESISTIVE WEATHER RESISTIVE BARRIER M BARRIER M TO LAP _ RESISTIVE / / / \ W MINFAABOVE TOP BARRIER WRB LAYER "2, FORTIF15ER X6REVyE-ALLP SIDING 1 BUILDING PAPER /,' Q `M 6ELF-ADHERING LLEATffR RESISTIVE BARRIER M � FLASHING ? IL UIEATWCARRIER RESISTIVE \ / BARRIER M! METAL LATH STARTER STRIP ' `� `\ ' GALYD METAL DO NOT CAULK OR I I 'Z' LASHING 8" TNIGK, 3 GOAT CEMENT -- - - — \ / —�'� 9EANOT.4111- OR PLASTER GALV'D METAL /� WEATHER RESISTIVE T FLASHING BARRIER M TO LAP CASING BEAD C RAISED 1 "7 A BAND ( FRAME) SCALE: 1 1/2"=1'-0- IY' X 6' SIMULATED \ 6 MIN ABOVE TOP W'SO;;!4, ETMEMBER OF W FLASHING E-i BANY D VIL CASING IY.' X b' SIMULATED (W/w FLEXIBLE PVC \ / I WOOD TRIM MEMBER BACKER ROD, 'SELF -ADHERING W SELF-ADHERIN3, 1 I I FLASHING FL46NIw.s \ GETH MENP L46iAT \\� I SEAL GAP W/CAULKING OR APPROVED SEALANT U.EATHER RE616TIVE \"{' WEATHER RESISTIVE BARRIER M BARRIER M WEATHER RESISTIVE E•i DEAD VINYL CASING BARRIER M!LEXIBLE PVC BACKER ROD) SIDING TO STUCCO (LEATHER RESISTIVE ® FRAME TO FRAME BARRIER4 TRANSITION 1 e7ll a THICK, 3 COAT CEMENT - PLA5TER METAL LATH WRB LAYER 12, FORTIF15ER BUILDING PAPER E-Z BEAD VINYL CA51NG (W/Y8 FLEXIBLE PVC BACKER ROD) WIRE, LAYER FI, STUCCO WRAP, WRAPPED AROUND FRAMING MEMBER Fi' SELF ADHESIVE FLASHING WOOD SHEATHING DETAIL BELOW EXPLODED FOR CLARITY g' THICK, 3 GOAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIF15ER BUILDING PAPER WOOD SHEATHING WRB LAYER "I, STUCCO WRAP &' WIDE PEEL 4 STICK OVER FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/3/8 FLEXIBLE PVC BACKER ROD) � MEMBER -APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP ---------------------------------------------------------------------------------------------- �A Ez BEAD �rINDo�r cAs�N� LEGEND DRAINAGE PLANE (WRB LAYER #I, STUCCO WRAP) WRB LAYER 02 (FORTIF15ER — • — • — • — BUILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING SELF-ADHESIVE FLASHING — — — — A R C N I T R C T i 6 Grou . . 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.mm AA #: 0003325 U y 0 N A F a 'OusDiv de LOT: SILVERADO LOT #22 BLK #6 PIRDJECT# 04128.000-02261 MODEL: 4EHB "2605— HAYDEN" GARAGE SWING: RIGHT PAGE: WALL ASSEMBLY DETAILS 150 MPH UP. B .10 ARCHITECT — STATE OF FL-OFD-A 7 Dp� 11/8/17 SCALE: 1/4" =1' - 0" Sf�ET VWA4 CUT HOUSEWRAP AT 45' ANGLE MODIFIED '1' CUT IN HOU5EWRAP LINE OF WINDOW - OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WD 5TUD WALL STEP I INSTALL 6' SELF-ADHE FLASHING C NAILING FL, JAMBS EXTEND FL. I' BELOW $1 FLEXIBLE F DO NOT SE FIN TEMPORARILY FOLD -UP 4 SEC HOUSEWRAP (OI TUCK FLAP UND at HEAD FOLD HOUSEWI IN AT JAM55 4 SLOPE SILL R INSTALL 6' SELF-ADHE FLASHING C VINYL HEAI FLASHING ( DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING 1' BEYOND J, FLASHING INSTALL VP CAP ALIGN FLASHING W/ INT. EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TH FLASHING AT THE FOLD DOWN DIAGC ACRO WINDO 1PPLY 4'e' NOM. :ONTIN0005 BE, * SEALANT AT AMBS AND HEI 1PPLY TO BAG 11NDOW NAILING LANGE IN LINE 'RE -PUNCHED LOLE5 OR SLOT 11DE ADHESIVE - EXIBLE FLASHING VER DRIP CAP ECTO-WRAP EOUIV) WINDOW FLASHING INSTALLATION DETAILS 1� (FULL WRAP) SCALE: NT5 STEP 9 INSTALL PLUMB,L AND Sa MANUFAC WRITTEN IN5TRUC' / MEMBRANEAPPLY I FLASHING OVER JOINT NOTE: I. IT 15 THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPAT151LITT OF ALL PRODUCTS INCLUDING 1-101.15EWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WANING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH A R C R i T R C _ ?hinil PL1: 4V7-774iU7S FAX: 407-774-00T8 W".abtlesigngroup.com AA Ji: 000332- F h a U 0 4 chi h 0 O [: 2 J SIIHDIV. de M- SILVERADO LOT #22 BLK #6 PROJECT# 04128.000-02261 MODELA 4EHB 2605- HAYDEN" GARAGE 8WINO: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B EVIDENCE OF WATER INTRUSION BELOW THE —04 WINDOW OPENING ARCHITECT+ STATE OF FLoRIDA NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT O i ROL X Ca CRA AR NO 93723 DpR 11/8/17 SCALE: 1 /4"=1' - O SF>�ET WA5 z-------------+---; I \ / - -- - — - I 2x& SUB -BAND I W/I'x4' NOTGI 19 . • 1/5' TEXTURED FINISu a WOOD, END, WRAPPED IN .CND / I PEEL 4 STICK FINISH METAL LATH x DRIP EDGE x x x I I\ METAL FASCIA WRAP ! WOOD SNEATFIING oR c�-Iu x x x x x 1/8' TEXTURED I\ l: WRI LAYER -1, x x x x x x FINISHWOOD I \\ STUCCO WRAPCFRAME ONLY) x x x x x x 1/2' TEXTURED I \ a \ — WRB LAYER -2, FORTIFIBER PAPER x x x x x x x x x x x x FINISH CMU / 2x6 SUB BAND (FRAME x x x x x x x x x x x x x ROOFING CEMENT x x x x x x x x x x x x x FRAME OR CMU V METAL FASCIA \ WRAP Ye' FROM \ x x x x x x x x x x x FELT PAPER \ V ! \ STUCCO, I' FROM \ DRIP EDGE x x x x x x x x x x ----------------- , ✓ WOOD WALL \\ ©FLAN B METAL KICK OUT x x x x x x x x x x x x x DRIP EDGE EXTERIOR WALL \\ (REFERENCE POINT (FRAME OR CMU) \ x x x x x ONLY FOR WALL OFF SET OF COMPONENTS) �. NOTE: NOTCH FOR 2XC6 \ SUB BAND ONLY ®ELEVATI®N ®PLAN A —ROOF KICK OUT REMOVED \\ FOR CLARITY ROOF DECK (BEYOND) 'SNOT EDGE, I' OFF WALL SNOT INTO STUCCO) �— �115" TEXTURED FINISH 0 / WOOD, 1/2' TEXTURED i FINISH a CMU � 2xFi SUB -BAND W/I'x4' NOTCH o END, WRAPPED IN PEEL 3 STICK METAL FASCIA WRAP 1' OFF WOOD WALL, SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRU55 TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRU55 W/12d NAILS 6'-V O.C. MAX. 2x 5UB-15AND WIV2'x4' NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL @ WALL SUB BAND DETAIL @) WALL W/KICK—OUT METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/V2'x4' NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY OR CMU KICK -OUT FLASHING (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM( OF DRIP EDGE 2x SUB -BAND WA'x4' NOTCH END, WRAPPED IN PEEL 4 $11�;K -ROOF CEML!� ROOF EDGE OMITTED FOR CLARITY 6 A R c N I T i e T 1 6 Groin Ine 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 w .abdmigngroup.mm AA#: 0003325 y 0 C 3 SVSDIR at IAT: SILVERADO LOT ##22 BLK ##6 PROJECT# 04128.000-02261 xoaEL: 4EHB "2605— HAYDEN" GARAGE NV MG: RIGHT PAGE: WAIL ,ASSEMBLY DL�'TAll LS: SUB —BAND 150 MPH EXP. B ARCHITECT. — STATE OF FLORID �u Ai DA a 11/8/17 SCATLM 1/4"==V-0" S Vd AV DA