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HomeMy WebLinkAbout6694 Wagon Trail StV .. 4EBB 4➢ 1828—CAL199 • 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 12602 TELECOM DRIVE, TAMPA, FL 33637 Tel: (813) 740-9720 Fax: (813) 740-9715 DESIGN CRITERIA: ABBREVIATIONS • FLORIDA BUILDING CODE, RESIDENTIAL, ABV. ABOVE LAY. LAVATORY 5TH EDITION (2014) A/C AM CONDITIONING LUY. LmIIOUS • ALL LOCAL AND STATE CODES 'MDT ALT. A�RNATE ALTERNATE M. YFR. URERCABINET MANUFMEDICIACTURER YANUPACTURER AMP. AMPERAGE YIN. MINIMUM • OCCUPANCY - RESIDENTIAL, GROUP R3 BD. BOARD NTD. MOUNTED :CONSTRUCTION TYPE - VB CAB. CENTER LINE CABINET N N.T.T .S. NOTAL NOT TO SCALE • MIN. INTERIOR FINISH - CLASS B CLG CEILING O.C. ON CENTER • BASIC WIND SPEED - Vult=150 MPH Ea CLEAR PL PROPERTY LINE Vasd=116 MPH CONC. CPT. CONCRETE CARPET P.B. PH. PUSH BUTTON PHONE • EXPOSURE - B C.T. CERAMIC THE PLT. PLATE •1-STORY RESIDENCE - D. DRYER PLYWD. PLYWOOD •2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL �' D.C. DOUBLE DUAL GLAZED PR P.T. PAIR PRESSURE TREATED AND STATE CODES INA. DIAMETER R. RISER DIY. DIMENSION RAD. RADIUS DRIP, DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL DETAIL SD. SMOKE DETECTOR D.W. DISHWASHER ill. SINGLE HUNG BA. ETEY.A. EACH ELEVATION SHT. SHTHG. SHEET SHEATHING SQ.FT. CALC.'S EQ. Em. KIT EQUAL EXHAUST EXTERIOR SHM . sm SL SHOWER SIMILAR SLIDING LIVING 1628 SQ. FT. P.C./FX . FIXED GLASS SL GL SLIDING GLASS GARAGE 430 50. FT. F.G. FUEL GAS STD. STANDARD ENTRY I6 SQ. Ft. PIN. FINISH SWS SHEAR WALL LANAI 88 SQ. FT. FIE. FLUOR. FIDOR FLUORESCENT SC SECTION SOLID CORE TOTAL 2362 PR DR FRENCH DOOR TEMP. TEMPERED GLASS SQ. FT. M. FOOTING THE. TICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL INTERRUPTER U.N.D. UNLESS NOTED GL GLASS OTHERWISE GYP. BD. GYPSUM BOARD Y.P. VAPOR PROOF W. WASHER H.C. HOUDW CORE W/ WITH HDR. HEADER WO WOOD HOT. OR HT HEIGHT WDW. WINDOW INSUL INSULATION W/H WATER HEATER INT. INTERIOR W.I. BROUGHT IRON REVISIONS REV. DATE DESCRIPTION .ALL ftRK SHALT "OMPLY WITH PREVAILING CODES FLORIDA 6UILDING COI-)E: NATIONAL ELECTRIC CODE, CIF AND THE CITYZERH'RHILLS ORDINANCES wro REVIEW DAT I� 2X� 1U CITY OF ZEP YH RH{j g PLAN E IINEl'3 c 3�2-a 6 INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN PG 1B-LINTEL SCHEDULE PG 1B.1-SAFE LOADS (CAST-CRETE) PG 2 -FLOOR PLAN PG 3C-ELEVATION "C" PG 4C-FRAMING PLAN ELEVATION "C" PG 4.1-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG 6-MECHANICAL PLAN PG DI -MONOLITHIC FOUNDATION DETAILS/SECTIONS PG D2-MISC. DETAILS PG D3-MONOLITHIC 1-STORY WALL SECTIONS & NOTES PG D4-MONOLITHIC 2-STORY WALL SECTIONS & NOTES PG D5-MISC. DETAILS PG D6-PRODUCT APPROVALS PG WAl-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS -WINDOW FLASHING PG WA6-WALL ASSEMBLY DETAILS -SUB -BAND • A E C N I T E C T E Grou Inc. 441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-7748078 FAX: 407.7744078 ...".Igngroup.com AA 8: 0003325 z 0 o 0 C. 1 unDIV. as LOT. SILVERADO LOT #3 BLK #6 PmJmC:T/I 04128.000— 00361 1WDMU 4EBB "1828—CALI" GAN&AOS 8WEWQ: LEFT PARim: COVER PAGE 150 MPH EXP. B DrvwT 10/19/17 80ALm: 1/4"=1' - O" Is*E mT C1 A b! u t T C a T 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 R301.5 (PSF) I. SLEEPING ROOMS 30 II. ATTICS W/ STORAGE 20 III. ATTICS WIOUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VIL ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCOL 10) E. WIND LOAD GRIT" 1. BASIC WIND SPEED VOLT=150 MPH, VASD=116 MPH IL 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 ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECTIENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A ENGINEERED FOR ISO 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.t OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1318INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 148INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R3025.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN %-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 518 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN %,INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 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. It THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI M, 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 R4022. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33.03. MAXIMUM AGGREGATE SIZE SHALL BE W. 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED W. I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb=1,100PSI Fv=175PSI E = 1,400,ODO PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4, ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R8021.8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116- OSB EXPOSURE-1 OR I/? COX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8' CDX PLYWOOD. 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 -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED %' SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 1/7 COX PLYWOOD SHEATHING. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24' AND THE MINIMUM AREA SHALL BE 8 FT . SC. DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE, 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. B. 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 4021 ACI 5301 ASCE 5. CONSTRUCTION. 2 CONCRETE MASONRY UNITS SHALL BE GRADE'N' TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F1n =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 315INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN Y41NCH AND NOT MORE THAN''% INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6'- WIA X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 12", LOCATE WWF 2' FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25'. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS, STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2' C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 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 (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I.NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSOTPI 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 U240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE'SIMPSOW STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (GROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM %' PVC (SCHEDULE 40), INSULATED WITH %' AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %' THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS,1/2' THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-11a & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C1063.11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: -- ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS - 'L' FLASHING -- HORIZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS -- VENT PENETRATION DETAILS - WEEP SCREED DETAILS -- CONDUIT PENETRATION DETAILS -- CASING BEAD DETAILS -- DRIP EDGE DETAILS -- CANTILEVER DRIP EDGE DETAILS -- CORNER BEAD DETAILS -- WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 - 11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2' GYPSUM BOARD. FBCR R3027. CONTROL DATE: 021017 6 Design Groulf.... 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-774.6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003326 w Z 0 w 0 F 0 OUNDIV. M LOT. SILVERADO LOT #3 BLK #6 PROJffiCT# 04128.000- 00361 MODEM& 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: GENERAL NOTES 150 MPH EXP. B DP+ �T 10/19/17 OCALM 1/4"=1'-O" m*mm T GN A R C H I T! C T 8 2y2' VTR I 1 iKITCHEN SINK W/ 2' VT 1/2' AUTO VENT 2•� 1/2y �-,--4 ' 1 \\ 11/2',1.� I 1 we 112��2 �11 �I NV I/ 2' 3' LAV 1 2 TUB I I WC 2. SHWR 4�1 11/2' 3. 3. 2' WASHER 2' CO PLUMBING RISER 4 TO 2B'-B' 4' I I CONC. ■ Q SLAB OIL 0'-0' ELEV. I N FIN. CONC. SLAB DI I I'-0° 3' I I 4' GONG, RE INF. W/ 6'xb' WIAXWIA WLM ON 6-MIL POLY- ETHYLENE VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE` C ■ 1 5 TWA _,T 1 EX1 L HIS ■ 4' GONG. SLABA—�%\� 31/2' �4' PVC - ` N -O�i �' CHASE COND. • i BOLLARD AS REQ. 5 PER BLDG. CODE DI / EXTEND END OF PVC. HASE UP 12' ABOVE I. 3__6^ 4" I COND, CONC. PAD ■ I N I $ I v S DI 4' CONIC. ■ I SLAB I ■ 8 8 I E LDI 5 1/2' I Dl 21'-4° I Y I® EXTEND Dl gLAS 11/2. I ro ( I I 0jL w Jrr- 1 II F _1 OPT. I I 91MMC II I REF I II L--Ij � II II rrI' PVC CHASE I�FOR ELEC. TO RAN3E I ISLAND 2'- . I I I) 2 � I I I I I I 2XI2 2X6 WALL WALL I LAV. l J I ( I 4 I EXTEND m SLAB 1 1/2. 31/2' ++ I 0'-C' ELEv. FIN. CONC. SLAB �rc 1 _� DI 4 39'-B" FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FBCR 5TH EDITION (2014). 24'X24'XI2' GONG. I PAD W/3-"5 BARS E.W. ON CHAIRS MIN. 3' COVER ro m SECURE STRAP TO UNIT W/ l2)'Bx1 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WE, ROLL STRAP OR EQUAL SECURE STRAP TO CONIC. CONC. W/ (2)-3/I&'X2' SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN CONO. DRAIN 3/4' DIA. OVER HEAD • 12' FROM STRUCTURE e_.fin LvNuWUVu, rL 3Z/bv PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003326 h m w 0 y Q F r � N sysa:v ac LOT: SILVERADO LOT #3 BLK #6 n—o m w 04128.000-00361 xoamu 4EBB 1828— CALI" GARAGm BVDM: LEFT PAGm: FOUNDATION PLAN 150 MPH EXP. B M= 10/19/17 I ICALIM 1/4'•=1'-O" axmEr 1 _4' -4' �n 0 8° m I I m I � v I 0 m I 0 o� m I i 0 v - V v i �I I I �I ■ ■■ ■■ ■ ■ ■ ■ ■ I2 DOWEL PLAN A E C N I T E C T$ Grou i In 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAK 407-7744078 www.abdosigngroup.com AA #: 0003325 F m h 0 h w 0 c NUMM as r.OT SILVERADO LOT #3 BLK #6 PROJZCT* 04128.000-00361 HODMU 4EBB "1828—CALI" CAPLAGM swans: LEFT PAO& DOWEL PLAN 150 MPH EXP. B Dw10/19/17 8CALM 1/4"=1'-0" >s*Ecw I L- 3 aL- 4 C2I 3052-SH EGRESS (2) 3052-SH I LANAI LIVING ROOM OWNER'S I I SUITE 8'-8' CLG. I _ 6068 0. BATH 8'-8' CLG. BDRM. #4/ DEN s'-B' CLG. Dd)d) L- 2 c r-----T I I L ----- U GARAGE �& W.I.C. 8'-8' CLG. -. . . _--------- L-1--------------------- O LINTEL SCHEDULE NOTE: THE LINTELS MAY E5E SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED I I _—____—_ • e I - ITK CHEN I — — 8'-8' CLG. PAN. 8'-S' CLG __ 0O II I II I it I it I II II 11 I BDRM.#3 O AT 2 II II FOYER- 8'•�' CLG. I BDRM.#2 I 1 L-7 � y , _---- , (2) 3052-SH EGRESS L-9 L-3 4^zT-4^4lTl9 LINTEL SCHEDULE LINTEL NO, LENGTH TYPE COMMENTS L 1 11'-4' 8F28-IB/IT L 3 4'-6' 8F16-OBAT L 3 1'-6' 8FI6-BAT L 4 il'-4- 8FI6-15AT L 5 1'-4- SFI6-I5/IT L 6 1'-6' 8F24-IB/IT L 1 W-6' 8F6-IB/IT ABY. DOOR ASSEMBLY, BOTTOM OF LINTEL a 8'-0' AFF L % 5'-8' 8RFb-OBAT ELEV.'C', LINTEL SET 8' BACK FROM FRONT OF HOUSE A R C N I T! C T S Design Grou Ine. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA a: 0003325 w y m 8 w 0 y 0 LJ Sulwiv. at LOT. SILVERADO LOT #3 BLK #6 PROJleCT# 04128.000-00361 MoDmu 4EBB 1828— CALI" oARAan B'WMG: LEFT PAGW: LINTEL SCHEDULE 150 MPH EXP, B I'l, t fj DA� 110/19/17 BCAL� 1/4"=1'-O" Billow I SAFE LOAD T,45LES FOR GRAVITY, UPLIFT t LATERAL LOADS 8' PRECAST 4 PRESTRESSED U-LINTELS C R"r GRAVITT' LENGTH TYP $l,l$ 8F8-06N44 16- 0• 24- 8- 32- SF8-15 8Fl6-IB 8F20-I8 BF24-IB OF28-15 BF32-iB 2'-IO'l34') PRECAST 2302 3166 6039 1526 W04 10412 11936 3166 6039 1526 9004 10412 11936 3'-6' (42') PRECAST 2302 3138 4689 6001 1315 8630 '3941 3166 6039 1526 W04 10412 11936 4'-O' l4$') PRECAST 2eU 2325 3461 4438 5410 6384 1358 2646 4413 6039 1526 W04 10412 II93e 4'-6' (54') PRECAST 1651 1161 1913 2651 3403 4149 4896 5644 2110 4021 6031 1526 W04 10412 S668 5'-4° l64') PRECAST 1184 1223 1301 1809 2311 2826 3336 3846 1665 2889 5051 609(o 5400 6424 1450 51-101(101) PRECAST S12 1000 105E 1414 1889 2304 2121 3131 145E 2464 4144 5458 4431 5280 6122 PRECAST 931 1255 2101 3263 2146 3358 3911 4585 1255 2101 3396 5260 1134 89% 68W 1'-6' (SO')PRECAST 161 1029 1615 2305 I994 2439 2886 3333 1029 1615 2610 383E 5596 6613 5041 (112') PRECAST 513 632 104E 1469 12io 1462 1154 2021 1918 1212 015 2544 3469 4030 3121 10'-6°C126") PRECAST 456 402 802 1125 915 1122 1328 1535 658 1025 1514 2081 2114 3130 2404 II'-4' (136') PRECAST 445 598 935 1365 1854 2355 1193 2015 59S 935 1365 IS54 2441 3155 4044 12'-O'(144') PRECAST 414 545 664 1254 1689 2014 1510 isle 555 864 1254 1693 2211 2832 3590 13'-4" (16O') PRECAST 362 421 126 1028 1331 1635 1224 1418 485 148 1016 143E 1855 2343 2920 14'-O'(168') PRECAST 335 381 648 919 1190 1462 I081 1260 455 100 1003 1335 1114 2153 2666 PRESTRESSED N.R. NR NR NR NR NR NR NR 465 l65 1310 2045 2610 3185 3165 15'-4'(184') PRESTRESSED N.R. NR NR NR NR NR NR NR 420 6% 1250 1855 2310 2890 3410 Il'-4'(208')PRESTRESSED N.R NR NR NR NR NR NR NR 310 530 550 1400 1 1800 2200 2600 19'-4' (232') PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4' (256') PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 bIm 940 1340 ISO 2110 22'-0'(2(o4')PRE5TRES5ED N.R, NR NR NR NR NR NR NR 160 300 510 8l0 1250 1660 191C 24'-0i288')PRESTRESSED N.R. NR NR NR NR NR NR NR 130 1 240 410 120 1030 13DO 1610 MATERIALS 1. F'c precast lintels - 3500 pal. 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 pal. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6, Prestressing strand per ASTM A41ro grade 210 low relaxation. 1. 7/32 wire per ASTM A510. 8. Mortar per ASTM C210 type M or S. 8' PRECAST 4 PRESTRESSED U-LINTELS Cam UFL IFT LATERAL TYPE LENGTH 8-1 12-IT 16-IT 20-IT 24-I 28-IT 8F32-Ir BU8 SF8 8-2 12-2T 16-2T 0-2 2a-2 28-2 8F32.2T 2'-IO'(34'J PRECAST 2121 2818 4101 5332 6569 18i1 9055 2021 2121 2184 3981 5190 6401 1630 8851 2021 3'-6' l42') PRECAST 2165 2289 3260 4231 521% 6204 1192 1251 251 2165 2215 3165 4125 5091 6061 1036 4'-O" l48') PRECAST Isla 19s9 2832 3680 4532 5381 6245 938 938 1818 1925 2150 3583 4422 5264 6110 4'-6' (54') PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435 3111 3913 4656 5406 5'-4' l64°)PRECAST 1393• 1404 2110 2141 3315 4010 4646 505 505 1393 1431 2050 2610 3293 3920 4549 51-101(101) PRECAST 1212• 1351 1930 2505 3084 3665 4241 41$ 41$ 1212 1315 015 2441 3010 3583 4151 6'-6' (18') PRECAST 1141• 1200 1133 2250 2169 32W 3812 101 551 1141 1182 1684 21S2 2103 3216 3132 (90)') PRECAST 959• V2 1415 1914 2354 2191 3240 591 65l 990 102E 1466 1901 2351 2191 3245 9'-4' (112') PRECAST 801• 612 980 1269 1560 1852 2144 454 &30 WI 155 1192 1550 1910 2211 2634 10'-6'(126') PRECAST 116• 498 153 1021 1261 1496 1131 396 493 116 611 1039 13SS 1111 2034 235e II'-4' (136') PRECAST 666• 43S 696 899 1104 130E 1515 363 556 666 535 905 USE, I5% 1896 2196 12'-O'(144') PRECAST 60l• 4rom 631 816 1001 1186 1312 340 4134 631 486 ale 1209 1514 Iles 2086 13'-4" ll6m') PRECAST 500• 340 532 686 841 eel 1153 30Z 39$ 5l3 40S 682 1004 13ro1 1631 1891 14'-O'(168') PRECAST 458• 316 493 635 118 922 1065 286 360 548 318 629 922 1254 1561 1816 PRESTRESSED 243 2% 459 Del 124 851 990 N.R. 351 243 352 582 852 1156 1451 I142 I5'-4' (184') PRESTRESSED 225 218 430 553 611 801 925 N.R. 321 226 32S 542 lei 1012 1381 1616 11'-4' (208')PRESTRESSED 188 236 361 464 561 610 114 N.R 255 be 216 449 649 814 1121 1389 19'-4' (232') PRESTRESSED 165K 313 401 490 Die 661 N.R. 204 165 383 550 l36 940 1160 21'-4' (256')PRESTRESSED 145218 356 433 512 590 N.R 112 142336 411 635 80l 993 22'-O'1264')PRESTRESSED 140268 343 418 493 568 ..161 131 322 451 601 111 941 24'-C'(288') PRESTRESSED 121244 312 380 441 DID N.R 135 124 Isb 290 408 538 680 833 GENERAL NOTES -REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8' PRECAST W/ 2' RECESS DOOR U-LINTELS C GR4VIT'' TYPES-� LENGTH BRF14- 18- 8RF22- b- 8RF30.0B a-Ig I®-Ig 5l�la-Is aFf18-le aWFa2-I® elif26-Is al�3m-le 4'-4' (52') PRECAST 148E 1591 1821 3053 3412 2982 4982 3%4 6412 4929 1941 5904 9416 6880 10818 4'-6' (54') PRECAST 1351 1449 2162 2114 3600 4461 5315 6264 1102 3412 4982 6412 1941 9416 10818 5'-8' (68') PRECAST 532 1602 1550 2058 2566 3015 3585 185 153 2162 4014 (.412 6516 5814 6839 5'-10' (10') PRECAST l35 110 1500 1449 1324 2400 2816 3352 1103 2051 3811 6412 6516 5450 6411 6'-8' (60')PRECAST 822 Sol lall 2933 251(o 3223 3812 4522 901 1611 2933 4100 6130 sill 6101 1'-6° l90')PRECAST 161 1311 2252 1558 2451 2944g2aI5 665 164 1311 2329 3609 54W 6624 9'-8' (116') PRECAST 311 420 834 1253 1011 342 1614 535 We 1491 2119 2618 3555 8' PRECAST W/ 2' RECESS DOOR U-LINTELS ffM UFL FT LATERAL TYPE LENGTH BRFb-IT BRFIC-IT 0FJ-14•IT 8RFI8-IT 81W22-IT aRF26•IT OW30-I aRFb-2T 0WW-2T OW14-2T 8RFI6-2TR2SIS 8RF26.7 30.2 eRU 8RF 4'-4' (52') PRECAST 1244 1513 2413 32604961 5825 932 932 1244 1519 2335 3110 4650 56e6 4'-6' (54') PRECAST 1192 1501 2311 3121 4156 5511 853 1192 1455 2240 3036 4643 5453 853 5'-8' l68') PRECAST 924• 112 195 2423 3689 4325 501 924 1132 1141 2351 3603 4230 501 PRECAST 896• 1138 1142 2352 2965 3581 4198 469 896 1099 16W 2288 2891 3491 4106 469 6'-8' (80')PRECAST 118 882 1513 2042 2513 3101 3642 830 1100 lie 956 1468 1981 250E 3035 3563 1'-6' (9O')PRECAST 680 691 1325 00 2280 2153 3221 110 941 688 849 1302 1162 2225 2690 3151 9'-8' (116') PRECAST 533• 433 1 We 1123 1413 1104 1995 614 533 1 521 1 1009 1 1369 r 1128 2088 2450 516 -REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR 5 REBAR AT TOP MIN. (1)REQ'D 1-1/2' CLEAR TYPE DESIGNATION a •. 3 0 s F - FILLED WITH GROUT / U - UNFILLED u Q = C.M.U. QUANTITY OF •5 REBAR AT BOTTOM OF LINTEL CAVITY .4 ;4 .a� " L GROUT &F1ro - z -15/1T 15 REBAR AT BOTTOM I 1 • • OF LINTEL CAVITY NOMINAL WIDTH NOMINAL HEIGHT-] L QUANTITY OF'5 REBAR AT TOP 1-516-ACTUAL BOTTOM REINFORCING PROVIDED IN LINTEL 8' NOMINAL WIDTH (VARIES) SAFE LOAD TABLE NOTES L Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3, Installation of lintel must comply with the architectural and/or structural drawings. 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L/360 vertical deflection, except lintels Il'-4' and longer with a nominal height of 8' meet or exceed L/I80. ro. Bottom field added rebar to be located at the bottom of the lintel cavity. 1. 1/32' diameter wire stirrups are welded to the bottom steel For mechanical anchorage. S. Cast -in -place concrete may be provided In composite lintel In lieu of concrete masonry units. S. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 1. All values based on minimum 4' bearing, Exception: Safe loads For unfilled lintels must be reduced by 20% if bearing length is less than Safe loads For all recessed lintels based on 8' nominal bearing. 2. N.R. = Not Rated. 3. Safe loads are total superimposed allowable load on the section specified, 4. Safe loads based on grade 40 or grade 60 field rebar. 5, Additional lateral load capacity can be obtained by the designer by providing addlonal reinforced masonry above the precast lintel. 6. One r 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 lintehei hts not shown, use safe load From next lower height. e, All safe loads in units oY pounds per linear Foot. A R C N I T It C T 8 6 Design Grou inG 141 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-7748078 FAX: 407-7744078 www.abdesigngroup.com AA * 0003326 J F x W 0 y 0 F O a SLTHDIR as LOT. SILVERADO LOT #3 BLK #6 PROJWT# 04128.000-00361 MODZU 4EBB "1828-CALI" 0ARAGZ OWWO: LEFT PAGA SAFE LOAD TABLES (CAST-CRETE) 150 MPH EXP. B ARCHITECT - STATE OF FLOPJDA MAMSOMUCHAaRA AR NO 93723 DAM 10/19/17 SCAUD 1/4"=1'-0" al1111111M 1B.1 0a1P°1 w MD OLADD110 %w LOADS BASICWWEI WMFON3AE =GI$TTB offow soum zm BG 1P11 xw M+D mumMD 7M FOOTAGE MIN. WINDOW g 25/-33 CRITERIA EXTERIOR SWING IB 5 T4/-31 DR. MIN. CRITERIA SGD. MiN. 41 5 22/-28 CRITERIA 19,010 O.H.D. 112 S 21/-25 BASIC WIND SPEED MPH = 150 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=B, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5TH ED. 2014 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. COMNOL DATE 01 DBL. TOP PLATE B BAR DETAIL A SCALE: 12'•I'-0' C2EGRESS H I (2) 3052-SP LIVING ROOM I LANAI 8'-8' Cl-G. 8'-8' CLG. I'-10, _ 14'-2" OSUI ES - 6068 SGiD. NIN DIROOMG 2xa 4/� 8'-B' CLG. ? I'I 10 I� 4'-8 m �i 6'-2' 4'-8' �'-5' 1 � 0. ry �.--- BATH w.I C. I -v ----- ------ bib N IN ' v r-a' ` e Ig 6 -B" K TI CHEN - -_--_ - 8'-8' CLG SH OPT. PAN ' - --J IR-ISH pW - I I I REF I -5 Sb136 b �p L--, Ia (= I LAUN. 3'-6" 8'-10' c0 2'-! " I ion IOC IR �. I gTg• b3b RANGE PAN. -- — 6 BDRMDE�4/ L J ?e ARCH V O O 3-SH u> __—Ui as ? v v _ To Il'_B° '� m I'�B° 4_ " vJ 3,_4. IC. II 5'-4• 0'1 2_4• v� II_4, _ al ro rR A i'� I e m BDRM.#3 \� �/i II GLG. MT. i i I wH. O r - z2•xaa-1 1 I ATTIC I L ACCESS— J ry • 5-4° I 3_g• p vi BOLLARD IT �i AS REQ. n PER BLDG. BATH #2 8'-8' Ip CODE Si QII CLG. eAqA BRA GE r v, I.OYER -- B'-a cLG. a BDRM.#2 3068 W/ 6 IM 8'-8' GLG. 36'Xi0' TRANS. �— ARCH o 8'-0' BERmy— ' AFP. ray -------------- 16'-0" 21'-4" i 4'-4' 1, 14'-0' FLOOR PLAN NOTE: -2-8 LOUV, DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR ASSEMBLY TO BE THERMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO BE EQUIPPED W/ SELF -CLOSING DEVICE (R3025.1) FBCR 5TH ED. (2014). EXTERIOR MASONRY BR.'. BR. HEIGHTS 8'-8• BRG. SQ.FT. CAM'S LIVING 1828 90. FT. GARAGE 430 60.FT. ENTRT 16 SO. FT. LANAI B8 60. FT. TOTAL 2362 80. FT. A R C N I T C C T 8 ®rmocion FAX: 407.774.407g www.a bdealgngrouP.com AA M: 0003326 w y a 8 0 y C 0 N 0 A ulwiv. ae LOT. SILVERADO LOT #3 BLK #6 PROJ>c T# 04128.000-00361 ][OD�Is 4EBB "1828—CALI" CARAas B'WMG: LEFT PALM FLOOR PLAN 150 MPH EXP. B DAM 10/19/17 SCALM 1/4"=1'-O" 8*1m r 2 b I- / OFF RIDGE VENT no 10'-0' FIN. FLR. C� N-18'-II' BLDG. HGT. J. b EQ. EQ. 4' FRIEZE BAND 8'-8' BRG. HGT. OPT. COACH e LIGHT 0'-0' FIN. FLR. 0'-0' FIN. FLR v REAR ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 7 EAOFATTIC = 2354 SQ. FT. N Er FREE VENTILATION AREA REQUIRED = 1130D REQUIRED VENTILATION AREA = 2364/300 = 7M VENTILATION AREA X SCL INCHES PER Fr.(144) = 1134.725Q. IN. MIN. REQUIRED VENTILATION = .SX 1134.72 IN LIPPER PORTION OF ATTIC = 56736 SO. IN. OFF RIDGE VENTILATION AREA . 115 SQ. IN. PER VENT 56736/115 TOTAL# OF VENTS REQUIRED = 4.93357 TOTAL* OF VENTS PROVIDED - 5 'AREA OF ATTIC IS THE PERIMITER OF THE HOUSE, LESS THE OVERHANG (EXTERIOR OF WALLTO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) EQ, MOW- ® ,Imin ❑I �'��_) i_� II_ a �� ' � ', ■■ ■■ FRONT ELEVATION TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FBCR R1038.1 W-8' BR*. — I a -- LEFT ELEVATION TEXTURED FINISH OFF RIDGE VENT OFF RIDGE VENT 12 b 8'-W BRG. I 0'-0' FIN. FLR L — — — — - — T RIGHT ELEVATION TEXTURED FINISH SHINGLE ROOF EQ. DECORATIVE FOAM DRAIN TILES 9 T. Ib'X&0' FYI -ON DECORATIVE 14 SHUTTERS OR T p EQUIVALENT 4' RAISED BAND (TYP> 0. TIk- nDECO. DETAIL 1� SCALE: 1/2' • P-0' Jim'-0' FIN. FLR. _. 0'.-_.0' FIN. FLR A R C N I T R C T: 6 N !Vn Group,. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.a bdealgngrouP.Com AA #: 0003326 m AqR 0 4O O F 0 V rUDDIV. as LOT: SILVERADO LOT #3 BLK #6 Pl'04wT'p 04128,000-00361 MOnMIA 4EBB "1828—CALI" GAPLAGS ovnwc;. LEFT PALM FRONT, REAR LEFT & RIGHT ELEV. "C" 150 MPH EXP. B ARCHITECT-. STATE OF FLORIDA A. CRA AR NO 93723 DAZt u 10/19/17 R1CAM 1/4"=1'-0" slamm" 3C DENOTE RAT RN • 10' O/C MAX .. DENOTE JXb STAX64C C • 0 OIC MAX A R C N I T E C T S GJI CJ3 CJ5 FRAMING PLAN Grnt Design LONG WO;jjU PH: 407 FAX: 40 www.abde 61 AA 8: W Z h a W 0 h O 0 aUDDIV. is LOT SILVERADO LOT #3 BLK #6 PROJECT# 04128.000-00361 MODEM, 4EBB "1828-CALI CARAOE BTaNO: LEFT PAGE: FRAMING PLAN ELEVATION C„ 150 MPH EXP. B A ',tRA AR 140 93723 DA 10/19/17 aCALE: 1 /4" =1'- O" almm" 4C CONNECTOR SCHEDULE CONTROL DATE: 01-05-11 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-18 1625 (8) led x 1 12' I -PLY, (6) I6d 2-PLY, (USP: (10) 101d X 1 )2' - NO 16d OPTION) (2) META-16 1985 (2) HTA 16-18 2800 (10) led x 1 12' I -PLY, (USP: (10) Ned x 1 1/2') 2515 (14) Ibd 2-PLY (USP: NO I(pd OPTION) META -lb 1840 HTA Ib 1810 (9) led x 1 I2' )-PLY, (0) l6d 2-PLY USP: (10) led x 1 1/2', NO I6d OPTION HETA-20 late HTA 20 laic (9) 1041 x 1 I2' i-PLY, (8) lbd 2-PLY USP: (10) 10d x 1 1/2', NO Wd OPTION }.. Q. (2) HETA-20 2035 (2) HTA-20 3230 (10) 10d x 11/2' 1-PLY USP: (10) led x 1 I/2' 2500 (R) I6d 2-PLY (USP: NO I6d OPTION) Z 0 LGi-2 2150 LUGT-2 1550 (W - 1/4' x 2 1/4' TITEN, 2 (USP: BLK (5) 1/4' U)B, WOOD (IS) led V) DETAL-20 2480 DHTA-20 2430 (18) - led x 1 1/2, 1 PLY MGT 396s MUGT 4115 (U 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) led TO WOOD (USP: (28) led TO WOOD) HGT-2 10980 HUGT-2 9190 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) Od TO WOOD (USP: WOOD (0) led) NGT-3 10530 HOST-3 So" (2) 3/4' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 101d TO WOOD (USP: WOOD (S) 10d) LGT3-SDS25 32M LUGT-3 3525 (12) $DS V4'x3' TO GIBER, (4) 3/S' x S' TITEN ND TO WALL (USP: CONC. (4) 3/8' X 5' WEDGE BOLT, WOOD (12) LL525) LTA2 1210 PARALLEL TO WALL I210 PERPENDICULAR TO WALL LPTA 1510 (10) led x 1.1/2' (USP: (10) led x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' AT.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SDS 1/4'X3' TO WOOD (2I VGT lies NO U5P CONVERSION FOR $IMP50N (2) VGT) (2) 5/8' AT.R IN HIGH STRENGTH EPDXY (MIN. 12- EMBED), (32)-SDS 1/4'X3' / 2 PLY MTS-12 1ee0 MTW 12 IHS (14) led x 1 1/2' (USP: (14) 10d x 1 12', (14) led) HTS-lb 1150 HTW 16 1260 (16) 10d x 1 1/2' (USP: (16) 10d x 1 12', (16) 10d) HTS-20 1450 HTW 20 1530 (24) Ned x 1 12' (USP: (24) led x 1 12', (20) 10d) HTS-24 145m HTW 24 S30 (24) led x 1 12' (USP: (24) 10d x 1 12', (20) led) LSTA-12 + 925 LSTA R S30 (10) led USP: (10) 10d LSTA-18 .. 1235 LSTA 18 1235 (14) A9d USP: (14) led MSTA-16 • INS MSTA-16 1310 (14) led USP: (14) led V) MSTA-24 • 1640 MSTA-24 1640 OW 10d USP, (I8)10d OL MSTA-30 .+ 2050 MSTA-30 2065 (22) Icd USP: (22) 10d MSTA-36 + 2050 MSTA-36 2065 (26)led USP: (26)led MSTI-36 38" KSTI 236 3890 (36) Ned x 1 12' USP: (36) 10d x 1 12' V) MSTI-48 5065 KTSI 248 5140 (4a) 10d x 1 12' USP: (48)led x 1 12' H6 950 LFTA 6 1210 1(8) Sd TO PLATE$, (8) Sd TO STUDS (USP: Or.) Bd x 1 12', (16) ed) SP4 sea SPT 4 945 (6) led x 1 12' TO STUDS U5P: (6) led x 1 12' TO STUDS A34 305 MP 34 380 (4) Sd x I I/2'. TO BEAM, (4) Sd x 1 I2' TO POST. USP: (4) Sd x 1 12' TO BEAM, (4) 8d x 1 1/2' TO POST. HCP2 64S HHCP 2 am (12) led x 1 12' USP: (10) led x 112' TO TRUSS, (10) 10d X 1 12' TO PLATE HIOA 1140 RT 16A I!1w (18) Imd x 1 12' USP: (9) Ned x 1 12' TO TRUSS, (8) Ned X 1 12' TO PLATE VGT 4 HDU4 4S40 PHO 4A 5215 (Ib)-SDS 1/4'xV TO WOOD, (10)-506 1/4'x2 12' W/ THREADED ROD, (2) NUTS/WA6HER2 PLY USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, 00) WS3 WOOD SCREWS VGT U HD1B 4940 TDX 10 10140 (16)-SIDS I/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUTSN)ASHER2PLY USP: 1/S' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY (4) 1/8' THRU-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6115 (1) s/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1- EMBED.) IN GONG, (12) Ibd TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 12000 PAU 66 23W *005 W 5/5' ATR IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) N CONIC., (12)16d TO WOOD USP: SAME AS SIMPSON N LTTIS .+ 1340 LTS 19 1205 (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. V EMBED.) IN CONC., (8110d TO WOOD USP; SAME AS SIMPSON = LTT206 ... IScc LT9 206 Iles (U 12' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONIC., (10X0d TO WOOD USP: 3/4' ATR MN 1' EMBED SET IN HIGH STRENGTH EPDXY, (10) Ned, (10) 10d x 1 12', 2-12' V Z HTT4 4455 HTT45 4160 (1) 5/8' ATR IN HIGH STRENGTH EPDXY (MIN. 1' EMBED) N CONC„ (16) SD-10 X 1 I2' (USP: (20) I601 X 2-129 USP HAS MORE NAIL OPTIONS: (20) led, (20) led x 1-IR', (20) Wd x 2 1/2' Q HTTS Sew HTT45 sees) 5/8' A.TR. IN HIGH STRENGTH EPDXY (MIN, 1' EMBED,) IN CONC„ (26) Ibd X 2 12' (USP: (20) Ibd X 2-1/2')USP HAS MORE NAIL OPTIONS: (28) 101cl, (28) led x 1-12', (20) I6d x 2 12' HHDQII-SDS 25• 11,510 UPHD 11 14395 (U 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN CONC., (24) SDSYa' x 21$' WOOD SCREWS (USP: (24) WS3 WOOD SCREWS) HD16 6645 TDX le 10140 (1) 1/8' A.B. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED-) IN CONC., (3) 3/4' STUD BOLTS TO WOOD (U5P: (4) 1/6' BOLT$) (n MBHA 356/1125 3419 5330 NFM35XI2U 258c 1130 SIMPSON: (1) 3/4' ATR IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. TOP, W 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. EMBEDMENT) IN CML. FACE, (I0)10d TO BEAM USP: (1) t2' J-BOLT W/ MINIMUM 6: EMBED, A NOT LESS THAN 4' FROM EDGE OF CONIC W/ 3/4' DIA ITW RAMSEVREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ. UV MN 5' EMBED DEPTH INSTALLED IN THE FACE. (14) Wd AT JOIST w 0 4USC412 (UIDODJ 3635 2660 (FLR) NU54121F 306e 2110 (FLR) (10) I6d i0 HEADER, (10) I6d TO WOOD USP: SAME A8 SIMPSON 3265 (ROOF) 3925(RCOF) Z Q HUC410 (CMU) lace 4920 WD410 IF 1305 5000 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD, (USP: (18) 1/4' x 3' W63 SCREWS, (10) Wd TO WOOD. USP (20) 3/16' TAPPER-, (10) led TO WOOD = 14UC210-2 (CMU) 1900 DOSS, ND210-21F 1305 5000 (10) V4' a 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) led TO WOOD, (USP, (M) 1/4' x 3' WS3 SCREWS, (10) led TO WOOD, USP (20) 3/16' TAPPER., (10) led TO WOOD HUC210-3 (CMU) low 5089 HD210-31F 1309 5ee0 (IS) 1/4' x 2.3/4' TITEN (9 PER RANGE) TO CM, (10) led TO WOOD; (USP: (10) 1/4' x 3' WH3 SCREWS, (10) led TO WOOD. USP l20) 3/16' TAPPER-, (10) Wd TO WOOD LGUM26.2-SDS 1430 5595 LGUM26.2 2125 6065 (4) 3/8' x 4' TIT HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 I2' SDS SCREWS TO WOOD, l41 3/8' X 4' WE T•s WS3 SC WS HIGH STRENGTH EPDXY . SIMPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WWERE ANCHOR EMBEDMENT IS GREATER THAN 1' DEEP, THE VERTICAL CELL IN CML. WALL MUST BE FILLED SOLID w/ GROUT. .. 1Od COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 12' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. V) .• MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' W I— 0 ATR • A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTOR5, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL 15E EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-C2011' , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING 1 FASTENING SYSTEMS FOR CONCRETE 9 MA90NRY CATALOG C-SAS-2012 < USP STRUCTURAL CONNECTORS 20115.2016. 11 HhADEN bFAIN UHANT SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 x b UP TO 5'-4' DBL 2 x 8 5'-4' TO 1'-0' DBL 2 x 10 1'-0' TO 10'-0' DBL 2 x 12 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 6 5'-0' TO b'-4' DBL 2 x 10 6'-4' TO 8'-0' DBL 2 x 12 8'-O' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (1`0 UP TO 5'-0' TO U.N.O. 4'-II I2' 1 1'-II I/2' AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 F(2 x 12 '2 SYP) 1/I6' OSB NAIL (3) 12d o 6'-8' O.C. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: TRUSS TO MASONRY/CONCRETE SHALL BE META -I& • FLOOR TRUSS TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32' ON CENTER ON JOISTS PARALLEL TO WALL. • TRUSS TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6, MIN. 2X4 HIP CUT BLOCKING SECURED W/3-106 GUN NAILS OR 3-12d HAND DRIVES * EA, END, CUT PITCH a BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. 8.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 5F. COMPARTMENT PER 5TH ED, 2014 FBC RESIDENTIAL -SECTION R302.12, 9.REFER TO DETAIL 6 SHEET D5 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS a DETAILS. A R C N I T! C T I16 Des*!gn Grou lnc. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH:407.774.6078 FAX: 407-7744078 www.abdealgngroup.eom AA #: 0003325 y 0 G O F 4 cRa y A m1mm1V• la 102,: SILVERADO LOT #3 BLK #6 PROJMT# 04128.000-00361 MOIDMIi 4EBB "1828- CALI" GARAOR STIMO: LEFT PAGIM CONNECTOR SCHEDULE 150 MPH EXP. B D TA 10/19/17 DCALR: 1 /4"=1' - O" R1212wr 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES +-1 125V OUTLET JO AMP 9114LE POLE 11OV OUTLET ImV OUTLET N C: — T W,TED TO SIRTCH GFI 0&1 CUTLET YpS18ID Fd! MERJPTER rTAMPER RE"TANT TTPE) 220V OUTLET I W UIRE OOWWTION WE�p! GPI EXT. WATEM.ROOF OUTLET GIl'YA.ID FAULT jwrEFawpTm IT I 6WITCH ItsSWITCH 3-WAY OPER W4 SWITCH 4-WAY OPER HALL MOIN W LIGHT CEILING LKe11T VP FIBOCP `O1 LIGHT ,q R!Cl66[D CAN �- WALL ECONCE PRE-MRED VENT. FAN I CRI PER ea FT, V XI FAN uVLIGHT 1 G4'1 PER BO. PT. If Z±h Y FOAORE rePEcsTIeD eY I I FLIIORmT z-dlLB uwr A a�w 2. FLUORE6CEM 4'FLuoRE6CENT 4- TRACK LISNT © PANEL METER • S.D. 811OKE DETECTOR egn. naac-uP WALL MONi6D N4TT. EAO[.uP 6D. BMOKH D@TECTOR WLHA�Il16E ® ar)CO OI'UK! D!IlCTOR G—WALLCOLLECT® CQeO ALL EE A DI6TAN OP NOT LEEK TIER 4' FRom PpDAM LIfiNT IJ� �RMAL GAE ► TELRPNOIR JACK � WATER 4RATER DRCCNUECT ITQ.YEAEIrAy�tT P�=V6T D^-V6� D I TV.I TEL.V16ION JACK TO E! EItPORTED M JO J-eGX AW.0 IMLL'"I� FLOOD LI D GM KEYP a D� —AD PA PWH-EUTTON FOR CNME6 �-�-+ us* PORT LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO BE VERIFIED R HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI • ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION 111501.3 FBCR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH _ED.(2014). Cr METEF FIELD VERIF LOC. _------------- OPT. COACH L IGHT ELECTRICAL PLAN 150 AMP ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL O CMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THLIN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 -1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 12/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY, COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP ,N cove at) HOUSE PLAN: MODEL '"CALI" LOAD INFORMATION VA =8 SQ FT GENERAL LLGHTDIG Y 3 VA PER EN Fr 6484 R 20 AMP APPLIANCE CIRCUIT AT 1600 VA EA 3000 1 LAUNDRY CIRCUIT 1600 1 RANGE AT NAME PLATE RAT OR COOXTOP/OVEN 12000 1 WATER HEATER 4600 i DSHWASHER 1200 1 CLOTHER DRYER 6000 1 DEPOSAL Soo 1 MICROWAVE 16DO i REFRIGERATOR 12D0 RUBTOTAL OP OCNERAL LOAD .96864 PIRST 30 IIVA of GENERAL LOAD AT 10OX ID000 REYADIDER OF OEHERAL LOAD AT 40% 26EB4 VA 1.4 o3 TOTAL NET GENERAL LOAD 20 3.6 TON HEAT PUMP (W/ 61- EIRRGENCY HEAT STRIP) 21 ANP • 240 VA- 3.5 TON COOLING SYSTEM 40 A— x 240 VM • GOOD NET GENERAL LOAD 20064 NET TOTAL HVAc R600 TOTAL WAD 2aa64 CALCULATED LOAD FOR SERVICE 204164 VAA40 V" 126 AMP 150 AMP SERVICE •EORST CASE SCENARLO - HIGHEST HVAC WAD USED MR CALCULATION&• NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS, 14,283 VA 3000 VA • 100%, REMAINDER ® 35% NET LOAD: 6,949 VA RANGE: 12000 ® 10% 8,400 VA DRYER: 5,000 ® 109. 3500.VA TOTAL 18,849 VA NEUTRAL AMPACITY: 15,489 / 240 . 18 A -2 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 3'4/0 CU, THWN . 1% CU IN 2' CONDUIT OR 3 14/0 AL, T14UN + i•6 CU IN 2' CONDUT. (CONDUIT TO TERMINATE ABOVE SOFFIT m OVERHANG,) COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE MLO PANEL ISOA/2P MCB TELEPHONE SERVICE CABLE TELEVISION ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 1 A4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C N I T R C T 6 DesWi Win 1nD. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www. a bd EElgiigrou p.com AA #: 0003325 1 W O 4 W FO 4 4 F C k OxneDIV" !E LOT SILVERADO LOT #3 BLK #6 PROJWTII 04128.000-00361 MODIC1e 4EBB 1828- CALI" GAPAGIN BWMG2 LEFT PAGII: ELECTRICAL PLAN 150 MPH EXP. B �71 DATM 10/19/17 $CALF 1/4"=1'—O" SI�:RT 5 HVAC NOTES 1. ALL MECHANICAL EQUIPMENT SHALL_ BE PROVIDED WITH PROPER CLEARANCE, FOR SERVICING, PER MFG. REQUIREMENTS. 2, ALL DUCT SYSTEMS INSTALLED IN NON -CONDITIONED AREAS SHALL BE CONSTRUCTED OF A VALUE OF NO LESS THEN R-6 RATING. ALL SEAMS SHALL BE SEALED WITH GLASS FAB A MASTIC. AND INSTALLED AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 603. 3. ALL FLEX DUCTS SHALL BE APPROVED UL I81 CLASS I AIR DUCT AS PER NFPA 130A 2-3.1 4. FRESH AIR INTAKES SHALL NOT BE LOCATED CLOSER THAN 10 FT. FROM ANY CHIMNEY OR VENT OUTLET, OR SANITARY SEILER VENT OUTLET 5. ALL EXHAUST AND OUTSIDE AIR INLET DUCTS, SHALL BE CONSTRUCTED OF SMOOTH GALv. METAL. OR OTHER MATERIALS AS PER FBCR 5TH EDITION (29>14) MECHANICAL CODE SECTION 603 6. ENCLOSED SUPPORT PLATFORMS SHALL BE CONSTRUCTED IN ACCORDANCE TO FBCR 5TH EDITION (2014) MECHANICAL CODE 603.1 1. BATHROOMS CONTAINING BATHTUBS, SHOUTERS, SPAS AND SIMILAR BATHING FIXTURES SHALL BE MECHANICALLY VENTED IN ACCORDANCE WITH FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 403. 8. ALL EXHAUSTED BATH ROOMS, SHALL HAVE UNDER -GUT DOORS FOR MAKE-UP AIR TO BE RETURNED, TO EQUAL AIR EXHAUSTED. S. ALL FIRE RATED CEILINGS AND WALLS SHALL HAVE AN APPROVED FIRE OR FIRE/SMOKE DAMPER'S LOCATED AT CEILING OR WALL PENETRATION AND BE SLEEVED WITH ACCESS DOORS TO RESET DAMPER. ALL DAMPERS SHALL BE INSTALLED TO MFG. RECOMMENDATIONS AND FBCR 5TH EDITION (2014) MECHANICAL CODE SECTION 601. 10. GRILLES AND DIFFUSERS SHALL BE PROVIDED WITH BALANCING DAMPERS. 11. DRYER BOOSTER TO BE A FANTECH DBF BOOSTER FAN OR EQUAL. FANTECH DBF 110 DRYER BOOSTER CAPACITY 60 LINEAR FEET WITH MAX. SIX ELBOWS. NOTE: ALL HVAC TO HAVE PROPER PANS W/ DRAINS ATTIC CEILING O Oi EXTERIOR WALL PLENUM y AIR RETURN SUCTION AND LIQUID AIR SUPPLY y REFRIGERANT LINES AIR HANDLER EXTERIOR WALL y 3/4' PVC CONDENSATE DRAIN LINE EVAP, TRAY ,I, PVC SLEEVE TO LINES BELOW SLAB T REFRIGERANT LINES TO PLATFORM RETURN CONDENSING UNIT TRAP DRAIN LINE AND TERMINATE IN AN APROVED DRAIN, AS PER FBCR 5TH EDITION (2014) MECHANICAL BLDG. CODE SECTION 3012.1.1 HVAC DRAINS SCORIATED NICKEL FIN. FLOOR BRONZE FL. PL OR WALL BRASS PLUG _ __—FITTING OR EXTENSION TO SOIL OR WASTE AS 1 I_ REQUIRED WADE 8240-K J06AM 56000 INSIDE I I SERIES NICKEL BRASS TOP CAULK J I P.V.G OPTI/SPEC --9 SITE PLAN FLOOR SLAB CLEAN —OUT (TYP.) N S LEGEND ® SUPPLY AIR DIFFUSER RETURN AIR GRILL ® SIDE -WALL OR 1 WAY DIFFUSER — SOLID LINE- SUPPLY TRUNK --- BROKEN LINE- RETURN TRUNK BALANCING DAMPER OR OBD O CEILING EXHAUST FAN CEILING EXHAUST FAN ! LIGHT O/A OUTSIDE AIR THERMOSTAT m PASS-THRU AIR GRILL SECURE STRAP TO CONIC. CONDENSER W/ (2)-3/16'X2' TAPCON9 I UNIT SIMPSON WB ROLL STRAP OR EQUAL 4' CONCRETE SLAB SECURE STRAP TO UNIT W/ (2) '8XI 1/4' 5HT. MTL. SCREWS CONDENSER UNIT CONNECTION TO PAD NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD 0 12' FROM STRUCTURE COUNTERSUNK C.O. PLUG I .6 � SEE SPEC. — !'. r- - - - - - - - - -8'X8' CONC. FIN, GRADE OR PAVING— FITTING OR I I EXTENSION TO SOIL OR WASTE AS — —I REQUIRED I I y I- — — — — — — — 2,INV. EE �9 SITE PLAN L PLAN DEXT. GROUND CLEAN —OUT (TYPN ) FIRST FLOOR MECHANICAL PLAN PROGRESSIVE AIR SYSTEMS 05/20/14 A R C H I T E C T S :::::6 Design Groulr.... 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32760 PH: 407-7748078 FAX: 407.774-4078 www.abdesigngroup.com AA M: 0003325 J W y 0 y 0 C c> h c 0 H 2 F-summ as wm SILVERADO LOT #3 BLK #6 P1toi=T# 04128.000-00361 moms$ s 4EBB "1828-CALI" CARA032 8p/srTo: LEFT PA38: MECHANICAL PLAN 150 MPH EXP. B DA10/19/17 8CAM 1/4"=1'-0" D*Em T (V+MDae VDRtIGKLYw GCNG POUt au DS[ LNERGT CGS! fa•D Pat REVLATKD R-VALIEB •. 4' Ca]C. 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MTAImlR W YELLSQPAGTlD 0.CAN £ ( PILL TEKTITE TREATMENT DIALL EE E MTARDER ON YELL-taTPAOTCD 0.GIN,• m PILL TFRMIn TMATTlNT DIULL M GONG- MN. YF.W WAMUAE W W W DiTIL 1.0.Y FTNrtDi VAPOR ,' j=� MTAImER ON WILL-GQPAGTFD -a— • PILL TlIFB1[ TTIE4T'tEM DULL Dfi AIaDARGNCHARD PITAImETt ON FELL-taTKTCD 0.EAN FILL TERMITE TREAIIRNT MIALL D RLL TD•IITE TIISA1MFFIT DYL e[0.H 1 !D)+RFDAft__1Iw f11+RlDAR ON CNAwB eORA•CAM !!)+MDARW CHAIRS ri nYr4 ( T a' B lllfi{{S GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE TEP—UP 2—STORY L.B.W. SLAB AT GARAGE 1—STORY FOOTING 6 1 B. w. w UPLIFT 6 A 2—STORY L B. W. W/ UPLIFT 6 B L.B.W. W NO UPLIFT � W/ NO UPLIFT %Z SERVICE DOOR AT GARAGE SCALE: In'.1•-D' SCALE: In'•1'-0''� (U+ MDAR VERTICALLY YV GONG, pap aLl Ca.IC. fll+ RE64. vlRTICALLT q4COLL s• u u GUt6 WDM VARED OE! R CODE FOTEID Pa! 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GARAGE DOOR FOOTING Z2 SHOWER RECESS FOOTER � 13 w BLOCK WALL SCALE: V2'•I'-m' sGArer T.T-0• 11 ecxer w'•r•®• DcdLer r.r-•• SCALE: I. -1'-m• ���'CAVLK MJD DIAL GImYTCD OOIA BEAM i LDDI If vCRTILdL MBAR J, vARlee PeR euy. £ VIRTIGAL MDAR TO 1101•LGNiK I i• PVC SLEEVE ]aT: GAD I- e'-•' fp FLR ToTlE . 4 ° POURS L—L LONT. (MJ D' OL fRLCD CELL (TTTJ 6 e• av p¢I'WAIA FADE GD:UTlD KAD 6ldH VAlEED P!R CLlV. k ° z C - McAR YV IE' NOOK VARED PER ELEV. i)f WALL PItNtN15 <,)R•xT' .Nct]GR Da.rs w ru1xT•— t a EtmuTeD ea+D eEAn PIAA b Mt1 D' T WAI I'IDIT W 'XT'NYD' RASHER ATE wT RmM ° C Su o C - ALA S T N R TO DONS BEAM. SET D .uDTD TO PILLMG ° '^ U D' PVG GLAD! rill•! POOTDYa l SOLE,Aakm D ANCHOR D PRIOR PAIR AGCCPTAeLC MTRWIT) I•DTO CI' f])'D MDM a! GIAIM ]•sTOR rD)+ REEAR cN CIaM EXT./INT. FRAME WALL TO 14 NOT USED 15 BLOCK WALL CONNECTION D:AI.E. V]'•I'-0' 16 GAS LINE THRLOCK �� ' Q+Meae eenGxLTuucwe POUT aLL I f]E! [NCRST GCSE fa•n POR NEIAATM}l R-vAL1Ep D' LMU IO' GYP. YIL Ea. d 0.EANali MOORED RCR NDRGtICN 0_ GLEANOVi MOUw19 FCR INDPECTIGN LLIDDD DARE L L zl, L a •� ° • I, I t G ,• GONG. P-MYYhVN oN D•rYL Par eLIYLEW VAPOR MTymeR aJ IRATI CITAGtlD GLEAN C 19 PILL 1lR1NE TMAIFIDIT DULL DE E'-0' FN fLR Ta e'•E' RFL RR fU+M9AR DET DDtTDON N'WI i " ml®ErM EPDXY D' E'bCD. MN .I (])+ REDdR � I-BTaIY AO DQPA-CAM TE VlRTICAL R[DDt . 2 MNDRIlONtAL MDAR YV w' IDGIC iD VlRlICA1 RlDNt TO FLiIE][lITAL REEAR YP YD' NM' C C ,IO (D) 9 REDAR • ]-DTaIY OVTDm! RlDAR t0 E! (v+ VEIR. DD1EL LAPPED Yi. DONS ElAM z' E - D' PK C114EC TIpV POOTN6 / 3 `—• .•T.a I- a LONT.,IaE MT GDIMM ! LAP, = n ^ U • ,• GONG MN.WI D'..• WANIUAO POLY ETI]YLEW H... - WIYI ON D-MIL : MTdMCRd YELL-G ACTED -RAN PILL L I•DTGRT ;.o !v+ReDAwoNcIARD Da 4 HORIZONTAL/VERTICAL TCRruTe TMATneNr ___L eE DORA-GAM ]'-I•MIN LAP i-moRr ("+Ri•AR a1 CHAIRS HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR TYP. REBAR LAP PIPE THROUGH REINFORCING BEARING CHANGE A OMITTED DOWELS REBARcLPv.AT FOOTING AT LINTEL CORNERS 1—STORY FOOTING D W BLOCK Web ALL ALL EXTERIOR FOOTERS AT FINISH SLABS TO BE MIN. 12" BELOW UNDISTURBED SOIL CONTROL DATE: 07/01/15 A R C N I T E C T 8 1 6 Design Grou .a Al N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-8078 FAX: 407-774.4078 www.abdosigngroup.com AA 8: 0003325 z y w 0 Fo U O F STJHDIV. A¢ LOT: SILVERADO LOT #3 BLK #6 PROJmT/1 04128.000-00361 MOD=& 4EBB "1828—CALI" GARAaa ErwMGs LEFT PAOltb MONOLITHIC FOUNDATION DTLS/SECTIONS 150 MPH EXP. B F" ARCHITECT- DRINT AM 10/19/17 SCAM 1/4"=V-0" olgxwr D1 ml • a r u I r le r r a SECURE 2x6 MIN. TO BLK W/ (2) YN' ANCHOR BOLT W/ 2' WASHER SET IN AIMPAON .- ATRENf TH EPDXY 4' EMBED. SECURE 2.1 ON FLAT TO BLK W/ CUT NAILS. SIDE& 2X6 GARAGE DOOR BUCK UP (3) Y,'XB' J-BOLTS 4' EMBEDMENT MIN. W/2'X2'A WASHER AND NUT � SPACED EVENLY FROM FLOOR TO GARAGE DOOR HIM IN JOINTS PRIOR TO FILLING. 1.2X6 PT BLOCK CENTER OF DOOR HEADER W/(U )f'X8' J-BOLTS 4' EMBEDMENT W/ 2'X2')%' WASHER AND NUT O NOTES: 0' ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS, ARE MORE STRINGENT UARAVC., uvvn 3 BUCK ATTACHMENT SCALE. V2'•I'-0' q 2X4X4' SECURE TO TRU89 W/ 3-12d 6'-8' OC. MAX TYP. 2X4 SECURE TO 2X4 BLK WR-12d SECURE TO BLK W/ META-16 7 2' L.NSON @ OPT SERVICE R. SCALE. iq'.1'•0' 2X4 SECURED TO GABLE END W/(2A2d.EA UPRIGHT 2X4 SECURED TO �-1x4 BLOCKING EA. RAFTER L-30 EA RAFTER ;?71' A.ER Zx4 RAFTER • 24' OC. (,,1 FRAMED OVERHANG M NT9. rR1NOT USED v PRE-ENG TRUSSES W/ TRWS ON CNECTOR VERIFY WV FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS s t6. OC. MAX HEADER SIZE PER SIMPSON LSTA-12 a EA. JACK SPAN CHART. STUD, BOTH SIDES OF OPENING. 2x STUDS • 16'Or— MAX W/ SHEATHING. SHEATHING TO BE DOOR/ WITHIN }' OF WINDOW/ DOOR WINDOW OPENING AND SECURE PER OPENING FASTENER SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JAC" (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY . A TIME. USE 124 NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE JIJI L THAN 12' OC. STAGGERED SP4 OR H5 • TOP AND BOTTOM PLATES r EA. FULL LENGTH STUD, BOTH BIDES OF OPENING. SHEATHING TO LAP TO TOP OF MASONRY WALL. _ SHEATHING MUST NOT BREAK t'•4' MIN. FROM 2NO TYP. EXTERIOR WINDOW/ DOOR FLR LINE. ��1OPENING W FRAM D (W/FLOOR TRUSS) 8CALE: iR'.I'-0' FASTENER SCHEDULE ROOF DIAPHRAGM USE 1/16' 098. OR 1/2' COX PLY WITH 'S RING SHANK GUM NAILS AT 4' OC. AT SUPPORTED PANEL EDGES AND 'S RING SHANK GW NAILS AT 6' OC. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE '8 GUN NAILS • 4' O.C. EXTERIOR SWEAT14NG USE 1/16' O.S.B. OR 1/2' PLY WITH 'S RING SHANK GUN NAILS AT 6' OC. AT PANEL SIDES AND 'e RING SHANK CANNAILS 4. OC. TOP 4 BOTTOM PANEL AND'8 RING SHANK GUN NAILS AT 6' OC. AT INTERMEDIATE SUPPORTS. SEE DETAIL, NOTE: RING SHANK GW NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. NAIL REQUIREMENTS SIZE HEAD LENGTH DIA. TENSILE 9 TOP CORD BLOCKING AT 4' ed ROWVr"C`IFIE 2 3/8' .113 110pOO OC. MAX IN FIRST 2 FRAMING OR T NOTE: NAILS TO BE MFG. BY MEMBER OF INT, STAPLE, NAIL 4 TOOL ABSOOIA710N L ®.113 INCH NOMINAL SHANK DIAMETER DIAMETER OF OVER SHANK DIAMETE 3. IS TO 20 RINGS PER INCH 4. 0280 INCH FULL ROUND HEAD DIAMETER 9. 2 INCH NAIL LENGTH ROOF 5HEATHINCs LAYOUT AND ENDWALL BRACING FOR CzABLE END FRAMINCs SPACES AT EACH END. RAFTER OR TRJb9�� ROOF 6HEATNUNG l BUILDING LENGTH 1 STICK BUILT WALL DETAIL N.r9. 8PS • EA STUD TOP N BOTTOM PRE-ENG TRUSSES WRRUSS CONNECTOR UP TO'1,00m UPL IFT DOABLE TOP PLATE SIMPSON MSTA-24 4 EA JACK 2x8 STUDS • 16' O.C. MAX W/ SHEATHING. SHEATHING TO BE WITHIN }' OF WINDOW/ DOOR OPENING AND SECURE PER FASTENER SCHEDULE (2) STUDS. (2) JACKS • EA SIDE OF OPENING JACK STUD ASSEMBLY TO BE SECURED ONE PLY • A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END 4 NO MORE THAN 12' O.C. STAGGERED WINDOW SILL W/CRIPPLES I6.O.C. }' DIA ANCHOR BOLT AT 16' OC, MAX WITH V EMBEDMENT AND 2' DIA. WASHER SIMPSON MSTAM-24 a EA JACK SECURED W/ SPECIFIED ANCHORS ZX8 P.T. BOTTOM PLATE 5 WINDOW OPENING ® 2—STORY WALL TYP. EXT. SHEATHING ATTACHMENT FOR WALL SHEATHING (050 TO BE STRUCTURAL GRADE) R-F 1/ 4'gq.' 2X4 BLA2X4 PLA DBL. TOP PLATE 2X4 STUD 16' O.G. l/W' 098. IR' AB. W/ MN. I. EMBEDMENT LOCATE 6'-8' FROM ENDS AND 32' OC. MAX TEXTURED FINISH MT8•META-16 32' O.C. MAX. .1. WALL NEE WALL DETAIL 2 TO BLOCK SCALE: 1/2'.I'-O' A SECURE 2. TO BLOCK W/ (2) I' TAPCCNB OR DRIVE PM (MIN SHANK SIZE .149) PR6CAlr L (MIN EMBED. I I') � WITHIN a' OF EACH 7 END AND B' OC, MAX SPACING. O.S.B. SHEATHING OR }• COX PLYWOOD 2x4 BLOCKS CMU WALL Za ARCH WINDOW FRAME A SECTION BCALE� I/2'.1'-0' NOTE: TYP. EXT. SNEATNUJG ATTACHMENT FOR SHEAR 4 UPLIFT (09B. TO BE STRUCTURAL GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT • OPENINGS 3 C'S RING SHANK GUN NAILS • 6' O.O. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (09B, TO BE STRUCTURAL GRADE) '8 2' DECK SCREWS • 6'-8' OC. MAX • EDGES N Q' OC. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP, 3/4' TNG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS PRE -ENO. TRUSS DBL. 2X TOP PLATE 1 1/16, 098. a 2X BLOCKING TOP OF 1/16' 098. 2X STUDS 16' OC. MAX. 2X Br L PLATE 3/4• FLOOR DECKING i PRE- ENGINEERED FLOOR TRUSS 2X4 4 TOP N BOTTOM CONT. W/ (5) 12d NAILS HETA-16 BLK WALL OI CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK W/ 1/4' GAP FROM BLK TO 098. OPWORTAL 2X AT ERIMEER OF 09BFT0 PROVIDELCONT. NABLOCKIL PATTERN O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP PLATE TO HORIZONTAL BLOCKING. ® SHEATHING • TOP OF WOOD FRAMED WALL TO BE STAGGERED MIN. OF Ife' FROM SHEET BELOW ®INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS 9 EXT. WALL SHEATHING SCALE: 1/2' • I'-0' L441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 W Z N O U W 0 a U y w c F [O2� ti J mulwiV. as Lo14 SILVERADO LOT #3 BLK #6 PROJECT/ 04128.000-00361 HODEts 4EBB "1828— CALI" GARAGE DWING: LEFT PAGE MISC. DETAILS 150 MPH EXP. B FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R905.2:1 ON I,' O.S.B. SHEATHING OR J' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY WOOD CONSTRUCTI< 170 iEE ENERGY CODE FORMS :OR INSULATION R-VALUES ' GYPSUM BOARD OR }' WIG ,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 (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 I6' O.C. 8' CMU 1/2' GYP. WL. BD. WOOD BASE 1—STORY 1 BLOCK WALL 1/1(6' 0.5.15. OR ¢' CDX TYVEK BUILDING WRAP FORTIFIBER BLDG PAP GALV'D MTL. LATH 1/8' TEXTURED FINISH o WOOD Ya' TO %' MID WALL WEEP SCREED zq F J 8' CMU 5/8' TEXTURED FINISH m MASONRY WEEP SCREED DETAIL ® WOOD TO LV l� ri L V 1V 1V SCALE: I I/2'=I'-0' ���NOT USED 8' CMW V DRYWALL FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R905.2.1 ON 2' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. Ix2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION.) O.S.B. SHEATHING OR CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 '1/6' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER 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.C. MAX 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRL IS PRESENT I PRE-ENG GABLE TRUSS 2x4 NAILER CONT, 2x4 RAT RUN SECURE m" W/ (2) 12d's a EACH TRUSS TYP. TO BE INSTALLED 0 MID. o.N. POINT OF TRUSS SPAN, OR 10'-0' O.G. MAX. SECURE 2x6 PT. PLATE TO R1, BLK W/ }'x9' ANCHOR BOLT W/ 1 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY l' EMBED. MIN. s 32' OC MAX. g/e THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED w DIRECTLY 70 MASONRY �o VX4' OR I'W' P.T. NAILER .4 IT. OR E'X4' SECURE ❑ THRU FRAME 4 EXTEND I TEN INTO BLOCK ICU %' TAPCONS OR DRIVE PM MIN. SHANK 612*14. HEAD SIZE 3000 MIN. EMBEDMENT 1-Y' *MK WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANFACTURES DETAILS. NOTE: $HIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +3/4 OR +5/4 ��tn-1Lr WINDOW TO BLOCK +3/4 OR +5/4 U SCALE: 2X4: CEO SECURE TO BLOCK W/• T OR DRIVE PIN MINSHAW N.SHASHA NK 812E X0 MIN, FIEAD 812E 300 MR EMBEDMENT I),') WITHIN V OF EACH END I IB' O.C. MAX SPACING. 2X6: CEO SECURE TO BLOCK WR-i(4TAP' S DIVE PIN (MR SWANK SIZE .CUB ❑ MR D S MM. HEAD SIZE 300 MR EMBEDMENT I Y') WITHIN V OF EACH END 4 18' O.C. MAX $PACING 8 CR 2X& ® )s DRYWALL SECURE TO BLOCK WR-%' TAPCON$ OR DIVE PM i'X4' OR I'W' PA. NAILER MR SHANK SIZE .146 DOOR CASING MR HEAD SIZE 300 DOOR JAMB OR WINDOW MIN' EMBEDMENT ATT4CN TO 2X PER WITHIN 8. OF EACH END 4 IV OA. MAX SPACING. MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLU 15 JAMB (DO NOT EXCEED Y') DOOR JAMB TO BLOCK +1-1/2 " "E) INDO WW TO BLOCK +1-1 2" SCALE, 1'.I'•0' 1—STORY GABLE �� BLOCK WALL SCALE: 3/4'-1'-0' SEE ENERGY CODE FORMS FOR INSULATION R-VALUES j' GYPSUM BOARD OR J' HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK I (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST BILL (1) "5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 16' O.C. 8' CMU 1/2' GYP, WL. BD. WOOD BASE 2XA: cic SECURE TO BLOCK W/ CO TAP" R DRIVE PM (MIN. SWANK SIZE J45 MRd HEAD SIZE 900 MR EMBEDMENT IY') WITHIN 8' OF EACH END 4 IS' OA. MAX SPACIN3, 2X6, CEO SECURE TO BLOCK WR-%' TAPC" OR DIVE PM NOTE: STRUCTURAL 2X MAST BE ON OUTSIDE I SECURED (MIN. SHANK SIZE .W5 THROUGH NON-STRUCTURAL MR4. HEAD SIZE 300 %' TAPCON MIN. 1414 MIN. EMBEDMENT I W) EMBEDMENT INTO BLOCK WITHIN 8. OF EACH END I 8' CMU B• OA. MAX SPACING. Y' DRYWALL 2Xa: C� SECURE TO BLOCK W/l•if4' VX4. OR PW P.T. NAILER TAPCONS OR DIVE PM' OSB. X 4' MR MIN. SHANK SIZE .14s DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT 0' ATTACH TO ZX PER WITHIN 8. OF EACH END 4 W. O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED)') DOOR JAMB TO BLOCK +1-15/16" WINDOW TO BLOCK +1-15/16" L' SCALE: VO'-O' 2X4: SECURE TO BLOCK W/ nr.' TAPCCN$ OR DRIVE PM (MIN SHANK 611E J49 MR HEAD SIZE 300 MR EMBEDMENT WITHIN 8. OF EACH END I IS' O.C. MAX SPACING 2X6: CEO SECURE TO BLOCK WIlJ-% NOTE: STRUCTURAL 2X MUST TAPCONS OR DRIVE PIN ❑ BE ON OUTSIDE 4 SECURED (MIN. SHAW SIZE .145 TWROUGH NON-STRUCTURAL MIN. WEAD SIZE 300 II6' TAPCCN MIN. I-)W MUM. EMBEDMENT I Y') EMBEDMENT INTO BLOCK WITHIN 8. OF EACH END 4 8' CMU 18' OC. MAX SPACING Y4' DRYWALL 2X8: CS2 1'X4' OR 1'XV P.T. NAILER SECURE TO BLOCK W)2-%, TAPC0NO OR DRIVE PM I- P.T, X 4' MIN. (MIN. SHAM SIZE J45 ING DOOR CAS MR HEAD SIZE 300 DOOR JAMB OR WDOWWINDOWWITHIN MIN EMBEDMENT t h') ATTACH t0 2X PER 8' OF EACH END I B' O.C. MAX SPACING MANUFACTURES NUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +2 1/4" y WINDOW TO BLOCK +2 1/4" SCALE. I'.I'-0' FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN OVER 030 FELT PAPER �—TRUSSES WHERE 'X' BRACING INSTALLED PER FBCR IS PRESENT R9052.1 ON �,' O.S.B. SHEATHING OR }' CDX PRE-ENG GABLE TRUSS PLYWOOD SECURED PER FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ (2) P.T. Ix2 W/ MTL. DRIP EDGE 126's * EACH TRUSS 2x4 OR 2x6 SUB -BAND m, TO BE INSTALLED A MID. POINT OF PER ELEVATIONS TYP. TRUSS SPAN, OR 10'-0' O.C. MAX. VENTED ALUM. SOFFIT °H SEE ENERGY CODE FORMS FOR INSULATION R-VALUES STIFFBACK (SEE SEALED j' GYPSUM BOARD OR I' TRUSS ENG, FOR SIZE 4 HIGH STRENGTH CLG. CONDITION . ) BOARD O.S.B. SHEATHING OR �' t 2x4 NAILER CDX PLYWOOD. ATTACHED PER FASTENER SCHEDULE 2x4 624' O.C. s INTERIOR ON SHEET D5 KNEE WALL -1/8' THICK, 3 COAT CONC. FILLED LINTEL BLK W/ PORTLAND CEMENT PLASTER (1) S REBAR CONTINUOUS OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER PRECAST LINTEL JUM50TEX GRADE 'D' WINDOW ATTACHMENT AS PAPER OVER TYVEK PER MANUFACTURES BUILDING WRAP (REFER TO SPECIFICATIONS STUCCO SPECS FOR COMPLETE INFORMATION) PRECAST SILL WEEP SCREED (l) S REBAR VERTICALLY (SEE DETAIL 2) W/ CONC. POURED CELL SECURE GABLE TO 2x6 P.T. Ix2 P.T. FURRING STRIPS PLATE W/ 12d's 8' OC. MAX a 16' O.G. SECURE 2x6 PT. PLATE TO BLK W/ J'x9' ANCHOR BOLT 8' CMU W/ 2' WASHER SET IN SIMPSON - 1/2' GYP. WL. BD. HIGH STRENGTH EPDXY -I' WOOD BASE EMBED. MIN. m 32' OC MAX. %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY �o 1—STORY GABLE W/ VAULT CLG. Uj_Bp_� BLOCK WALL SCALE: 3/4' =1' -0' 2X4: CM SECURE TO BLACK V Y' TAPC" OR DRIVE PM (MIN. SHANK SIZE .145 MR HEAD SIZE 300 MR EMBEDMENT I V) WITHIN 8' OF EACH END 4 W OC MAX SPACING. 2X6: CEO 6EOJFIM TO IS W'2-M�' TAPC" OR DRIVE PM NOTE: STRUCTURAL 2X MUST MIN SHANK SIZE .148 BE ON OUTSIDE 4 SECURED MIN. HEAD SIZE 300 THROUGH NON-STRUCTURAL MR EMBEDMENT I Y') i(.' TAPCON MIN. 1-Y.• WITHIN V OP EACH END 4 EMBEDMENT INTO BLOCK B' OIC. MAX SPACING 8• CMU 2Xa: ® Y' DRYWALL SEOJRE TO BLOCK WP-S(4' TAPCONS OR DRJ4 PM VX4' OR 012- P.T. NAILER IN.SHAW, (MIN. SHANK SIZE .M9 DOOR CASING MR HEAD SIZE 300 DOOR JAMB OR WINDOW MM. EMIBEDMENi I Ya') ATTACH TO 2X PER WITHIN 8' OF EACH END 1 B' O.C. MAX SPACING MANUFACTURES DETAILS NOTE: SHIM AS NEEDED TO PLUMB JAMS (DO NOT EXCEED Yi) DOOR JAMB TO BLOCK +3" WINDOW TO BLOCK +3" L SCALE: I'.1'•0' 2X4: SECURE TO BLOCK W/'.K,' TAPCONS OR DRVE PM (MIN. SHANK SIZE .149 MR HEAD SIZE 300 MIN. EMBEDMENT WITHIN e• OF EACH END 4 IS' O.C. MAX SPACING. NOTE: STRUCTURAL 2x MUST BE ON OUTSIDE I SECURED THROUGH NON-STRUCTURAL 2X6: CM li6' TAPCON MR 1-Y' SECURE TO TAPOONS OR BLOOK IVE W!J-4i(44' ❑ EMBEDMENT INTO BLO-BLOCKDR (MIN SHAW SIZE .145 S CMU MIN. HEAD SIZE 300 )Y DRYWALL MIN. EMBEDMENT I)") WITHIN 8' OF EACH END 4 VXA' OR I'W' P.T. NAILER W O.G. MAX SPACING 2ND 2X SECURE TO 2XS: Cm STRUCTURAL MEMBER W/(2)12d SECURE TO BLOCK W/1- WITHIN 8' OF EACH END 16' TAPCONS OR DRIVE PM TO 8' OC. MAX (MIN. SHANK SIZE .145 DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW MIN. EMBEDMENTAtTgCN TO 2x PER WITHIN VOP EACH END I IS' O.C. MAX SPACING MANUFACTURES DETAILS NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A-) DOOR JAMB TO BLOCK +3" rv1 WINDOW TO BLOCK +3" SCALE, I'.I'•0' NOTE: PER FBCR 90521 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE II, ASTM D 4869 TYPE IV, OR ASTM D 615.1 2X4: CID SECURE TO BLOCK Wb: TAPCONS OR DRIVE PIN (MIN. SWANK 812E J45 MR HEAD SIZE 300 MIN. EMBEDMENT 01,') WITHIN 8' OF EACH END 4 IV O.C. MAX SPACING. 2x6, ® SECURE TO BLOCK UNI-V4• NOTE, STRUCTURAL 2X MUST TAPCONB OR DRIVE PIN BE ON OUTSIDE 4 SECURED (MIN. SWANK SIZE.145 THROUGH NON-STRUCTURAL MIN. HEAD SIZE 300 ir.' TAPCON MIN. I-V MR EMBEDMENT I Y4') EMBEDMENT INTO BLOCK'WITHIN VOF EACH END 4 IW OA. MAX SPACING. a• CMU 2x8, Cg'1 )J' DRYWALL SECURE TO BLOCK W/I-I/4' I'X4. OR I'X'J' P.T. NAILER TAPCONB OR DRIVE PIN 36' OSB. X 4' MIN. (MIN. SHAW SIZE .145 MRHEAD SIZE 300 DOOR CASING HM. EMBEDMENT I Y I DOOR JAMB OR WINDOW WITHIN 8' !TEEEND 4 ATTACH TO 2X PER 18. O.C. MAX SPACING. MANUFACTURES DETAILS. NOTE: SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED W) DOOR JAMB TO BLOCK +3-7/16" G WINDOW TO BLOCK +3-7 16" SCALE: I'.I'-®• 2X4: CM SECURE TO BLOCK WlYW TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN HEAD SIZE 300 MR EMBEDMENT I Y4') WITHIN 8. OF EACH END 4 18' OC. MAX SPACING. 2", CEa SECURE TO BLOCK U41-1/4' TAPCONS OR DINE PIN NOTE, STRUCTURAL 2x MUST (MIN. SWANK SIZE .145 BE ON OUTSIDE 4 SECURED MIN HEAD SIZE 300 THROUGH NON-STRUCTURAL MR EMBEDMENT I V) - %' TAPCON MIN I ' WITHIN 8' OF EACH END 4 EMBEDMENT INTO BLOOK IV O.G. MAX SPACING 8, CI'IU 2Xa, ® JS' DRYWALL SECURE TO BLOCK W/1-V4' TAPCONS OR DRVE PM I-X{' OR I'W' P.T. NAILER (MIN. SHANK SIZE J. V P.T. X 4' MIN IN. MHEAD SIZE 3,W DOOR CABRdG MIN EMBEDMENT I Y4') WITHIN V OF EACH END 4 DOOR JAMB OR WINDOW B• O.C. MAX SPACING ATTACH TO 2X PER MMIFACTURES DETAILS. NOTE, BRIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED YW DOOR JAMB TO BLOCK +3 3/4" u1 WINDOW TO BLOCK +3 3/4" SCALE, A R C N I T E C T 3 6 Design GWO-��. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774,6078 FAX 407-7744078 www.abdesigngroupmm AA M: 000332b m ti c�I x w 0 F 0 0 U evsniv. & :Loa% SILVERADO LOT #3 BLK #6 Pnojm 04128.000-00361 momeirL 4EBB "1828—CALI" GARAOM SAWCk LEFT PAC& MONOLITHIC 1—STORY WALL SECTIONS & NOTES 150 MPH EXP. B IPUDM DA10/19/17 CALM 1/4"=1'-0" aff sxrc FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R905,21 ON �,,' O.S.B. SHEATHING OR }' COX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P,T. IX2 W/ MTL, DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT DOUBLE TOP PLATE WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS O.S.B. SHEATHING OR I - COX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5, 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIP15ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK I'-4' MIN. FROM 2ND FLR LINE 2x4 CONT, s TOP AND BT, OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 15 FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS o EACH TRUSS. BTM. RIBBON TO BE P.7. - WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2— STORY FIRST FLOOR BLOCK SECOND 1 FLOOR FRAME 2x STUDS 19 16' D.G. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS SIMPSON HETA-16 EMBED. STRAP 0 32' O.C. MAX VERIFY W/TRUSS PLAN J' GYPSUM BOARD OR J' HIGH STRENGTH CLG. BOARD 2 SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD TWIST STRAP VERIFY W/ TRUSS PLAN WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS o 16' O.C. MAX W/ IN5UL., SEE ENERGY CODE FORMS FOR INSULATION R-vALUE5 J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) J' GYPSUM BOARD OR I' HIGH STRENGTH CLG. BOARD CONC. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ CONIC. POURED CELL Ix2 P.T. FURRING STRIPS ® 16' O,C, 8' CMU 1/2' GYP. WL. BD. WOOD BASE j 0.5.5. SHEATHING OR }' COX PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D5 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALv'D METAL LATH ON FORTIFIBER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) 2x4 CONT. o TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 15 FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS s EACH TRUSS. BTM. RIBBON TO BE P.T. WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR R9052.1 ON J' O.S.B. SHEATHING OR %' CDX PLYWOOD SECURED PER FASTENER SCHEDULE P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT STIFFBACK (SEE SEALED TRUSS ENG. FOR SIZE 4 CONDITION) SECURE 2x4 PLATE TO WALL W/ i'x6' TI4RU-5OLT5 0 32' O.C. MAX THEN SECURE GABLE TO 2x4 PLATE W/ 126's 8' O.C. MAX OR SECURE GABLE TO DBL TOP PLATE W/ SIMPSON HTC4 6 24' O.C. MAX WINDOW HEADER SIZE VARIES PER WINDOW OPENING SEE HEADER SPAN CHART FOR DETAILS 16 0.5.5. SHEATHING OR }' CDX PLYWOOD, ATTACHED PER FASTENER SCHEDULE ON SHEET D5 VS" THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) NOTE: SHEATHING MUST NOT BREAK 1'-4" MIN, FROM 2ND FLR LINE 2x4 CONT, 0 TOP AND BT. OF FLR TRUSS (TOP 2x4 SUPPORTS BT PLATE OF 2ND FLR, BTM. 2x4 IS FOR WALL SHEATHING NAILER) FASTEN EACH 2X4 RIBBON W/ (5) 12d NAILS 6 EACH TRUSS. BTM. RIBBON TO BE P.T. WEEP SCREED (SEE DETAIL 2/D3) EMBED. STRAP VERIFY W/ TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 2—STORY GAB FIRST FLOOR BLOCK SECON �A�FLOO R FRAME 1 h SCALE: 3/4'=I'-O' FLOOR CONNECTION AT PARALLE 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING 15 PRESENT GABLE TRUSS CONT. 2x4 RAT RUN SECURED W/ (2) 126's 0 EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-vALUES I' GYPSUM BOARD OR }' HIGH STRENGTH CLG. BOARD DOUBLE TOP PLATE WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS WINDOW SILL 2x STUDS 0 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) I' GYPSUM BOARD OR }" HIGH STRENGTH CLG. BOARD GONG. FILLED LINTEL BLK W/ (1) +5 REBAR CONTINUOUS PRECAST LINTEL """^ )W ATTACHMENT A5 IANUFACTURER IFICATIONS AST SILL REBAR VERTICALLY INC. POURED CELL r. FURRING STRIPS O.C. U 1'P. WL. BD. > BASE FIBERGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR R905.2.7 ON I,' O.S.B. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS P.T. IX2 W/ MTL. DRIP EDGE 2x4 OR 2x6 SUB -BAND PER ELEVATIONS VENTED ALUM. SOFFIT 1000" UPLIFT - CONNECTOR 2x8 SYP 02 — DBL TOP PLATE WALL SHEATHING 2x8 SYP "2 — WOOD STUDS AT 12' O.G. MAX 2x8 P.T. SYP *2 SOLE PLATE "5 REBAR o 16' O.C. MAX, IN CONCRETE POURED CELL, VERIFY PER PLAN. SEE ENERGY CODE FORMS FOR INSULATION R-VALUES z w AIL ZQ SEE ENERGY CODE FORMS FOR INSULATION R-VALUES J' GYPSUM BOARD OR J- HIGH STRENGTH CLG. BOARD SIMPSON SP2 o EA. 2X8 STUD P DRY WALL j' DIA ANCHOR BOLT AT 16' O.C. MAX WITH 1' EMBEDMENT AND 2' DIA. WASHER SIMPSON SPI o EA. 2X8 STUD (1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1) 05 REBAR HORIZONTALLY PRECAST LINTEL -WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS -PRECAST SILL Ix2 P.T. FURRING STRIPS a 16' O.C. 8' CMU 1/2' GYP. WL. BD. (1) 04 CONTINUOUS REBAR WOOD BASE 04 REBAR 48' LONG W/6' HOOK o 24' O.C., MIN. 24' IN SLAB 2'-0" (MIN. WALL i _ 4' GONG, REINF. W/ 6'x6' i a SECTION — roLW1.4XWI.40 UAJI ON 6-MIL POLY WOOD ETHYLENE VAPOR RETARDER ON IV WELL -COMPACTED CLEAN FILL FRAME TO 16" 6 6" 6° TERMITE TREATMENT SHALL BE LOCK WALL m ° 2'ea°BORA-CARE 1 B ° (3) "5 REBAR ON CHAIRS 2x STUDS s 16' O.C. MAX W/ INSUL., SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' T 4 G SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE NOTE; PER FBCR 9052.1 - FOR ROOF SLOPES 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 4869 TYPE IV, OR ASTM D 6151 EXTERIOR WALL STUDS PLACE STRAPS SPACED (WALL 8FIEATHNG NOT AND FASTENED AS SWOLLN FOR CLARITl) SHOWN WITH ONE FASTEN STUDS TO BLOCK WALL ADDITIONAL STRAP AT WITHUSPB OTTA48 STRAP , INSTALL EACH WINDOW KING STUD STRAP • EA. END (UNO) 4 MN (10) 10d COMMON NAILS SPACE STRAPS AS FOLLOWS: INTO eTUD I.I. DIA X 1I.- 'C, 3/4' T 4 G SUBFLOOR GLUED AND SCREWED AS PER •TI0 MPH 32. OO. LOW.) 10 MPH 'CS 32 OZ. FASTENER SCHEDULE ON -11440 MPN c'' S' OZ. SHEET D2 TOP OF STUD WALL _ SOLE ATE FILL ALL REMANING STRAP PRE-ENG FLOOR TRUSS FASTEN EACH 2X4 RIBBON W/ WOw NAILS INTO WOOD OD B/ WdN (5) 12d NAILS ® EACH TRUSS. m DO NOT PLACE SCREW N GYPSUM BOARD OR }' BTM. RIBBON TO BE P.T. TOP HOLE NEAREST TO TOP MA�� H NIGH STRENGTH CLG. WALL _ of crw BLOCK WALL BOARD PRE-ENG FLOOR TRUSS CONNECT BOTTOM OF (IN -STALL PER MFG. SPECS.) - STRAP TO CM BLOCK WALL CONC. FILLED LINTEL BLK W/ LOW. TA CCiNMMA1�IsONRY (1)'S REBAR CONTINUOUS CONIC. FILLED LINTEL BLK W/ CMU BLOCK WALL OCREWS (1) 05 REBAR CONTINUOUS RIBBON EXTERIOR STUD WALL CONNECTION FASTENING DETAIL TO FIRST FLOOR MASONRY WALL 2 A SCALE: 0' A R C N I T E C T 8 6 Design Grou sae. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407.774-6078 FAX: 407.7744078 www.abdesigngroup.com AA M: 0003326 Jq w y w 8 z w 0 EJ r 0 e SUI=rV. fe LOT: SILVERADO LOT #3 BLK #6 Pnoi=T# 04128.000-00361 MOD=- 4EBB "1828—CALI" GARAGM a1RNa: LEFT PAGIM MONOLITHIC 2—STORY WALL SECTIONS & NOTES 150 MPH EXP. B rpRINT DA10/19/17 aCAM 1/4"=1'-0" axam'r D4 PRECAST HEADER(MIN) 2 X 4 (MN 2 X 3) 1.3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE140 MN HEAD SIZE 300 _ MN EMBEDMENT I V4') 8' FROM EACH END AND IS'— O.C. MAX MN 1-1/4' EMBEDMENT ?� 2 X 6 MN 2 X 3) 2.3/16 TAPCON ST OR DRIVE PM (MIN SHAWL SIZE.14b w_ MIN HEAD SIZE 300' MIN EMBEDMENT I V4') W FROM EACH END AND S' O.C. MAX. MN 1-1/4' EMBEDMENT 2 X S MN 2 X 3) 2.3N16 TAPCON OR DRIVE PIN (MN SHANK 81ZE.i49 MIN HEAD SIZE 30D 7X4 SOLID BLOCKING MN EMBEDMENT I I/4') SECURE TO BHEATHN6 W/ S.FROM EACH END AND B' MIN 7-12d PER BLK EA. END OC, MAX. MN I-V4' EMBEDMENT 1M,' De6 SHEATHINW, OMIT WALL ARCHWAY DETAIL i 16" AND UNDER SCALE: IR' • F-0' DBL. TOP PLATE 2X4 W OC. MAX. .145 MIN HEAD SIZE 300 MIN. EMBEDMENT I J" W/IN W EA. END NO To V,4fRCHWAY EXCEED IS' OC. MAX MIN. 2.12d PER BLK EA. END ST. PLATE - 1/J' PLYWOOD. OR 1/16, O.Sa r;EXTERIOR ARCHWAY � SCALE: IR'•1'-0' 1/W Oha OR IV PLYWOOD SHEATHING (2) 30 SLDG FELT ® 24' WIDE 26 GA. GALVANIZED METAL FLASHING MUST ADD DIS10, 36' WIDE MID AND MUST BE A MIN 24' WDE METAL. ® FIBERGLASS SHINGLES TRUSS 1/2' CLG. BOARD 4 TExT. 9MPSON 9P4 2X4 DBL. TOP PLATE e 32' OC. 1/2' DRYWALL 2X4 WOOD STUDS s16' O.C.. ONO. ON TAUS$ PLAN 2X4 CONT. STRESS BLOCKING MID -WALL X4 PT. PLATE 91MPSON SP4 92' OC. MAX 1/2"' AS. 32. OC. l'EMBEDMENT CONC. SLAB 2 S'e CrNT. 1-STORY INT. BEARING WALL 7 SCALE, 1/2'•I'-0' NOTE, FOR WALLS W/NO UPLIFT OR HAS FLOOR LOAD ONLY, DO NOT INSTALL CONNECTOR$, DBL. TOP PLATE 2X4 16' OC. MAX SECURE 2X4 W/ 2-%' TAPCON6 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN EMBEDMENT I V W/N 8' EA END NOT TO EXCEED 18' OC, MAX 2X4' LIC EfLOCKING SECURE TO SHEATHIINS WITH MIN 2-12d PER BLK EA ENC PRECAST HEADER(MN) 2 X 4 (MN 2 X 3) 1.3/16 TAPCON OR DRIVE PIN (MN SHANK SIZEJ45 MN HEAD SIZE 300 MIN EMBEDMENT 11/49 8' FROM EACH END AND IS- OC. MAX, MIN 1.1/4' EMBEDMENT 2 X 6 MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN (MIN SHANK SIZE.145 MN HEAD SIZE 300 MIN EMBEDMENT 1 1/4') 8' FROM EACH END AND IS- OC. MAX MIN 1.1/4' EMBEDMENT 2 X 8 MIN 2 X 3) 2-3/16 TAPCON OR DRIVE PIN MN SHANK 91ZE.H8 MN HEAD SIZE 300 1/16' 055 SHEATHNG MN EMBEDMENT 1 1/4') 2X4 UH' OC. MAX 6' FROM EACH END AND ID' (WHEN OVER IL' N HEK.HT.) O.C. MAX MIN 1.1/4' EMBEDMENT 2X4 SOLID BLOCKING — SECURE TO SHEATHING W/ MIK 2-YJd PER BLK EA END ARCHWAY DETAIL 4 16 AND UP SCALE, 1/2'•I'•0' 5 CLOSED VALLEY FLASHING DETAIL N Tb. BLOCKING MID WALL BIMP80N 32'Lu..MAX OX 2x4 STUDS a 16' OC. MAX, SP4 • oc. j' T 4 (3SUBFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE BT FLOOR STUDS i0 2ND FLOOR STUDS 81IMPBON META-36 a 32' \L-PRE-ENO FLOOR TRUSS DOUBLE TOP PLATE 2x4 CONTNNOUS STRESS BLOCKING MID WALL 2x4 STUDS a 16' OC. MAX, U.ON. 1/2, GYP. W'L. BD. SECURE ST. PLATE TO BLAB W/ I'x8' ANCHOR BOLT W/ 2' WASHER SET IN SIMPSON HIGH STRENGTH EPDXY 1' EMBED. MIN • SIMPBON SP4 a 32' OC. MAX %g INT. 2-STORY LB.W. 9CALE: V2'•I'-0' PRE -ENO TRUSSES OR CONV. FRAMED RAFTERS a' 0.5,8, SHEATHING OR I' COX PLYWOOD SECURED PER FASTENER SCHEDULE 2.4 BLOCKING UNDER WALL STUDS $CURE BETWEEN TRUSS BAYS W/ (3) 12d's EACH END 2. DOUBLE TOP PLATE STUDS a W' OC. MTS-12 a EVER STUD 2X4 ST. PLATE DORMER 9 ATTACHMENT SCALE, I/2'•I'-0' OSL. TOP PLATE SECURE 2 X RIP TO PIT W/2-12d8 b'-S' OC. MAX 1/8' TEXTURED F141OW 1/I6' 085 SHEATHING 2 X 4 I6' OC, MAX. (WHEN OVER W' N HIE" J 2 X 4 (WHEN OVER 16' N HIEGHTJ 1/4' TEMPERED MASONITE GLUE 4 NAIL W/8d'8 W-12' OC. IF NEEDED. 2 X SOLID SLK'G a ARCH SECURE W/2.12d EACH END ATTACHMENT PER MANUFACTURER'S SPECS. MTL WDW FRAME 'MOiE, NO GAP a WDW FRAME TO EXCEED 1/4' ARCHWAY DETAIL CUTAWAY 9CALE: VI'•1'-0' 2 X 4 (MN 2 X 30 1.3/16 TAPCON OR DRIVE PIN (MN SHANK $IZE.148 MIN HEAD SIZE 300 MN EMBEDMENT I V4') 6' FROM EACH END AND 18' EXISTING BLK ASV. OC. MAX. MIN 1.1/4' EMBEDMENT 1/4- TEXTURED FINISH 2 X 6 (MN 2 X 3) 2.3/16 TAPCON 1/0' TEXTURED FINISH OR DRIVE PIN (MIN SHANK SIZE.Hb MIN HEAD SIZE 300 1/16' OSB SHEATHING MN EMBEDMENT 1 1/49 6' FROM EACH END AND b' 7 X 4 16- D.C. MAX. OC. MAX. MIN I-V4EMBEDMENT (WHEN OVER I6' N HEIGHT-) 2 X 4 (WHEN OVER 16' 2 X 8 (MIN 2 X 3) 2.3/16 TAPCON I6' IN HEk3HTJ OR DRIVE PM (MIN SHANK SIZE.HS MIN HEAD SIZE 300 MIN EMBEDMENT I V4') 2 X SOLID BLKG • ARCH SECURE W/J-12d EACH END 8' FROM EACH END AND 18' ATTACHMENT PER OC. MAX MIN I-1/4' EMBEDMENT MANUFACTURERS SPEC'S. MTL WDW FRAME 1/4' TEMPERED MASONITE "NOTE: NO GAP a UAW FRAM GLUE I NAIL W/Sd'8 8'-I2' OC. TO EXCEED 114, IF NEEDED. ARCHWAY DETAIL �1 CUTAWAY SCALE:1--V-0' ROOF TRUSS UPLIFT CONNECTOR NOT SHOWN FOR CLARITY (SEE SHOP Dumb.) EXTERIOR WALL SHEATHING (SEE NOTES) FASTEN EACH STUD TO DBL. TOP PLATE W/ LISP 5PT24 NAIL PER MANOR SPECS. SECTION AT TOP OF EXTERIOR WALL 6 SCALE:NTS ASPHALT SHINGLES OVER 30 FELT ON 1/I6' Ob.B. PRE -ENO GABLE TRUSS SPF BTIFFBACK (SEE SEALO E. PACK FOR SIZE N CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES WHERE 'X' BRACING IS PRESENT `CONT. 1,4 SPF RAT RUN ' SECURED W/ (2) 12d's a EACH TRUS5 (2) 2.4 4 IA.G S.Y.P. DO4AL BRACE W/ (3) bd's a EACH TRUSS (DIAGONAL X-BRACING TO COVER B-TRUSSES I' GYPSUM BOARD OR HIGH STRENGTH CLG. NOTE; BOARD DIAGONAL BRACE a CENTER OF TRUSS SPAN OR HIGHEST RIDGE DIAGONAL BRACE TO SE a ANY SPAN S'-O' OR GRATER REFER TO TRUSS ENS. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. 0'-0' TO 30'-0' (U X-BRACE 30'-1' TO 60'-0' (3) X-BRACE (U X-BRACE a CENTER AND (2) BRACE DIVIDED EOUALY FROM CENTER TO END go GABLE X-BRACING SCALE: 1/2'.I'-0' 2. RIDGE ONE SIZE LAWSER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS Ix6 COLLAR TIE AT EVERY OTHER RAFTER W/ MN. (3) 12d NAILS OR MN. (4) I041 GUN NAILS 2x RAFTERS NO NAILER SECURE TO TRUSSE$ BELOW W/ (2) 12d NAILS OR (3) I0d GUN NAILS a EA TRUSS RAFTER TO TRUSS MTS•12 CREATE VOID FOR 8TRAP ROOF DECKING OVER FIE -ENG TRUSSES PRE -ENS. TRUSS META-24 RAFTER TO SLK'G BETWEEN TRUSSES n1CONV. FRAMED ROOF 1 V SCALE: VI'•1'•0' 0'-C. TO 30'-O' (1)'A' BRACE 30'-I' TO 60'-0' (3)'X' BRACE (I 'X' BRACE • CENTER) (2 'X' BRACE DIVIDED E01)ALY FROM CENTER TO END) FIBERGLASS SHINGLES OVER 30 FELT ON 1/16' 0.535. (2) 2X4 4 BYP DIAGCNAIL BRACE UV 3-12d a EA TRIM ( DIAGONAIL BRACE TO COVER 5-TRUSSES 2X4 BLOCKING WHERE 'X' BRACING IB PRESENT (2) IOd NAILS EA END TO TRUSS SPF STIFFBACK (SEE SEALD ENS. PACK FOR Im BIZE 4 CONNECTION) corMorl 1/16' 080 SHEATHING TRUSS 24' o.e. USE 8d NAILS AT 4' — EDGE 4 6' o.o. FIELD 1/2' CLG. BOARD 2X4 W/ 3/B' X 5 LAG e32' OC. M NAIL CONT. RAT RUN TO OR S94/814 M TA-24 a 32' OC. MAX. TRUSS W/ (2) 12d a EA. TRUSS 2X4 SYP RAT ADJACENT TO DIAGONAL BRACE. SHEATHING NAILING TO BE 6' AT IN FIELD DBL TOP PLATE 4' OGeALL EDGE$ W/8d NAILS 2X4 97UD 16' OC. MAX n2-STORY GABLE END CROSS BRACING SCALE: 1/2'•I'-0' LANDING DETAIL FINISH is LANDING 3/4' PLYWOOD F.F. , ID ING )D F.F. • 1115 UPLIFT SIMP80M HTSM20 W/10 I0d TO TRUSS AND (4) 1/4' x 2 1/4, TAF'CONS TO CONT POURED LINTEL • 23W UPLIFT (2) $IMPSOM HT5M20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 IOd TO TRUSS AND (4) 1/4' x 2 1/4, PRE -ENO TRU88 CONTINUOUS BOND BEAM TAP CONS MIN. 2' COVER 2' APART 12 TRUSS ANC N.Tb. OR RETROFIT 30" MIN. FINISH 3/4' PLYWOOD WITH 4 12-D COMMONS WINDER DETAIL NAILED THRU 3/4' PLYWOOD INTO EACH STRINGER LESS THAN 4' TYP, 3-2x12 SYP STRINGER DBL 2XI2 2XI2 TREAD BETWEEN SPINDLES REINFORCED W/2X4 SPFOLOOR CUT TO FIT W/CONT. BEAD OF JOIST IXS RISER SUB -FLOOR ADHESIVE PL-400 OR SIMILAR g m' 1 HAND RAIL EA HORIZONTAL RUN i SECURE TREADS TO STRINGER II III W/(3r18 3' SCREWS IS EA STRINGER, UNTHREADED SHANK 1/2' DRYWALL TO EXTEND BEYOND THICKNESS OF SUB -FLOOR SHEATHING IXIO TRIM NOTE: I' NOSING TYP. STAIRS RISERS TO CONFORM TO FBCR 5TH EDITION (2014) MIN. TREAD I0', MAX. RISER 1-3/4' (3) l0d CUT NAILS ®2X4 P.T. 3/1(o' MAX. VARIATION IN RISERS/TREADS Q ADJACENT TO EACH OTHER SLEEPER INTO m 3/8' MAX. VARIATION IN ANY RISER/TREAD SLAB HANDRAIL CIRCULAR CROSS SECTION DIA. TO BE 1 3/4' +-I/4' OR PROVIDE EQUIVALENT GRASPABILITY 3 STAIR SECTION DETAILS WINDERS- MIN. 6' WIDE 0 NARROW END MIN. 11' WIDTH * 12' FROM NARROW END SCALE: 3/4'=I'-O' 34' MIN. HANDRAIL HGT. A E C N I T E C T 6 Design Grou F�N:. 41 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX 407-7744078 www.a bdesigngroup.com AA #: 0003326 F w V (O. 4 LRi W O F C V 0 U O SILVERADO LOT #3 BLK #6 PROJZCT# 04128.000-00361 moDuz. 4EBB 1828- CALI" GARAGR 9VMG2 LEFT PAGW. MISC. DETAILS 150 MPH EXP. B [ ip DATM 10/19/17 SCALft 1/4"=1'-0" EII�R'P 5 PRODUCT APPROVAL LISTING -SHINGLES -STANDARD PRODUCT APPROVAL LISTING EXPIRATION DATE FL 10446-114 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10447-113 SIMPSON STRONG -TIE CO STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 10456-113 SIMPSON STRONG -TIE CO STRUCr COMP. WOOD CONNECTORS 2014 FBCR 12/31/2017 FL 17236-112 LISP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244-R1 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17243 FL 17241 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 17244 FL 6223-112 FL 17236 USP STRUCTURAL CONNECTORS STRUCT COMP. WOOD CONNECTORS 2014 FBCR 12/31/2020 FL 7473-R6 EAGLE PRODUCTS ROOFING ROOF TILES 2014 FBCR 12/31/2018 FL 12019-R5 AMERICAN CONST. METALS PANEL WALLS SOFFIT 2014 FBCR 3/2/2020 FL 17624 PLYGEM PANEL WALLS SOFFIT 2014 FBCR 7/31/2019 FL 14039•R2 PLYGEM SINGLE HUNG 2014 FBCR 7/31/2019 FL 14634-R2 PLYGEM SLIDING GLASS DOOR 2014 FBCR 7/31/2019 FL 15264 PLYGEM WINDOWS MULLIONS 2014 FBCR 7/31/2019 FL 14253-113 PLYGEM FIXED GLASS 2014 FBCR 7/31/2019 FL 15217-114 MI WINDOWS & DOORS SINGLE HUNG 2014 FBCR 12/31/2017 FL 13349-114 MI WINDOWS & DOORS SLIDING GLASS DOOR 2014 FBCR 12/31/2017 FL 15333-112 MI WINDOWS & DOORS WINDOWS MULLIONS 2014 FBCR 12/31/2017 FL 15076-113 GLOBAL PROTECTION PRODUCTS SHUTTERS STORM PANELS 2014 FBCR 12/31/2017 FL 5678-113 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5684-117 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 15279-R4 CLOPAY BLDG. PRODUCT CO. EXT. DOORS SECTIONAL 2014 FBCR 12/31/2038 FL 5891-R5 THERMA-TRU EXT. DOORS SWINGING EXT. DOOR 2014 FBCR 12/31/2018 FL 10758-116 OWENS CORNING ROOFING ROOFING ACCESSORIES 2014 FBCR 04/13/2018 FL 10477-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13192-R4 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13223-R3 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 FL 13265-R2 FL 4103-118 JAMES HARDIE BOARD PANEL WALLS SIDING 2014 FBCR 01/01/2018 TAMKO ROOFING ROOFING ACCESSORIES 2014 FBCR 12/31/2018 FL 7006-119 IKO SHINGLES 30 YEAR 2014 FBCR 9/6/2021 FL158-R8 CASTCRETE STRUCTURAL LINTELS 2014 FBCR 9/11/2018 THIS IS A COMPILATION OF PRODUCT APPROVAL LISTING IN THE STATE OF FLORIDA VERIFY PRODUCTS WITH THE APPROVED LIST PRIOR TO PURCHASE AND INSTALLATION. REFER TO THE FLORIDA FBCR 2014 (5th EDITION) BUILDING CODE INFORMATION SYSTEM @ WW W.FLORIDABUILDING.ORG CONTROL DATE: 09/26/201 A R C N I T I C T 3 Desi$n Group"12. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.a bdesigngrou p.00m AA k: 0003325 J F y 0 y O R R umm as LOT SILVERADO LOT #3 BLK #6 Pa0im" 04128, 000— 00361 HOD�Is 4EBB "1828-CALI" GARAGM EWWO: LEFT PAGE PRODUCT APPROVAL LISTING 150 MPH EXP. B _ . 7rl A,1 DAM 10/19/17 WCALM 1/4"=V-0" Rl*i>a= D6 REFORMED CONTROL JOINT / r THICK, 3 COAT CEMENT .ANGE OF CONTROL JORNTS T \ PLASTER E WIRED TIED TO LATH e 9• WRB LAYER -2, FORTIFIBER C. MAX (VERT,), NOTE, DO BUILDING PAPER �T FASTEN CONTROL JOINT i0 4LL EVEN IF STUD EXISTS EYOND EXCEPT STAPLES W/ APPROVED METAL LATH ' LEG MAY BE USED TO TEMP. FASTENED el' (VERT.) O.C. MAX iCUFtE CONTROL JOINT AT SUPPORTS URINE INSTALLATION Ifl— WRB LAYER R 1. 01C.R9 TO BE SPACED-� \ W'DOD SHEA RING IS O.C. MAX VERTICALLY STUCCO NOT \ ✓I\ o �00'Io, P BUT SHALL OPPED AND T EACH SIDE, PROVIDE 2X4 BLOCKING ASTM CI063 PLACED FLAT MAX. 6' TO S' [.TAPLES FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON ENERS FOR LATH TO BE NAILS OR --�._ STRUCTURAL STUD N COMPLIANCE W/ ASTM C1063 T E TIES TO BE (NO. 16) 0ID418' WIRECKING SHOWN MAY BE IN ADDITIO�t� \ O WALL STUDS REQUIRED PER PLAN / auz7 22�:�f��__Tellell­ I 7M "M" TYPE CONTROL JOINT OL FOLD aAI1AIID a M. ®F0.D Ot 1t�LD IlaaelBD • M. A t CREASE . PI. D FOLD • a NOTE: APPROVED BUILDING WRAP SHALL BE LAPPED A MINIMUM OF 6' a VERTICAL LAPS (ROLL ENDS) 1 6' a HORIZONTAL LAPS. ALL SEAMS NEED TO BE TAPED WITH FORTE3ER 9NEAINING TAPE I' / MN. LAP . METAL LATH LATH VERTICAL LAP TO BE I- n METAL LATH IT WRB LAYER STUCCO WRAP 6' MIN PAPER LAP BELOW ONLY / WRB LAYER -, FORTIFIBER BUILDING PAPER @APER LAP SCALE: 11/2'.I'-0' ® KICKOUT DETAIL VERTICAL LATH & PAPER DETAIL NOTE: SIDE LAPS OF METAL PLASTER BASES SHALL BE SECURED TO FRAMING MEMBERS. THEY SHALL BE TIED BETWEEN SUPPORTS WITH C V41S-IN. 021-MM) WIRE AT INTERVALS NOT MORE THAN S' (22$-MM). AS PER ASTM C1063 1B.L FOR REPAIR OF TEARS IN WRB LAYERS, TEARS MAY BE PATCHED WMOUSE WRAP TAPE PER MANUF, WE OR PEEL x STICK JZ THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER •2, PORTIFIBER BUILDING PAPER WRB LAYER R, STUCCO WRAP WOOD SHEATHING WOOD SHEATI BUILOt PAPEF STUCCI HORIZONTAL LATH & PAPER DETAIL O4 FOLD NII4RD • ® t FOLD -- • PTA WOOD SHEATHING OR CMU ,T. A clBe4e! . PT. D WRB LAYER "I, 2. CREASE . M. B ]. B. cREAeE•PT.c STUCCO WRAP (FRAME ONLY) a CREASE . Pr, c a TILL COLT IenLL M. c TO9C1®6 aoTTOMti�ne ® �' THICK, 3 GOAT CEMENT PLASTER(FRAME), 1/2' 2 COAT = CEMENT PLASTER (CMU) METAL LATH (FRAME ONLY) ® ® ® LAP WRB 4 TAPE OvER ROOF/WALL SCREED FLA""E —TIR T— BHLL. FOLD, DQ NOI WT. ;• THICK, 3 COAT CEMENT ? 5'X5' 'L' TYPE CONTINUOUS IR PLASTER RAMI) W' 2 OA41 GALV. METAL FLASHING �ftmI a(D ) (NAIL TO ROOF DECK, NOT WRB LAYER 7, FORTIRBER to BUILDING PAPER(isMnE C Y) WALL SHEATHING) UPS LAYER �I CAP SHINGLE - DO NOT NAIL, STUCCO w"P(FINf E oNLY INSTALL WITH ROOF CEMENT LAP LAYERD OF DIIILDN2 WRAP OVER NAILM R.AHGE, DTOP UIRB L ' ABOVE Rea1E oR au exfelBDR : �I ROOF CEMENT ~ 3xB110ALLF AeHNG ROOF PER ELEVATIONS I DETAIL) g RlLT AYFDNT 1 /y' ^ WATER TgHT BELL lBlND OR Vp1?P BOLDER Lb NOT 4*IWOM Y E ISOOFMG p O RAMIBJ6 AAT BOTTOM Rqw r tl1AI.L NTDeBECTIDI* DRIP ED_ OVE !' EXTEND N'tsELOW "ATHING, MECHANICALLY FASCIA WRAP FAI!I4-D` ° "L" FLASHING 5 N.T.S. 4'x4' SELF -ADHERING MEMBRANE FLASHING (COMPMATERIAL) OVEIBLER W/ HOUSE WRAP MATERIAL) OVER 4: APPROVED. HOUSE WRAP. 1. OR LESS PIPE " ' PENETRATION �+� CUT AND OVERLAP ONE SIDE OF / SELF -ADHERING MEMBRANE FLASHING STEP 01 INSTALL FASTENERS (CLIPS, STRAPS, STAPLES) AS — REQUIRED TO SECURE PIPE/ LURE TO FRAMING 6'Z SELF -ADHERING MEMBRANE FLASHING (COMPATIBLE 1111 HOUSE WRAP MATERIAL) OVER 4'X4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP, FLASHING TO EXTEND ONTO PIPE CUT AND OVERLAP ONE SIDE OF SELF -ADHERING MEMBRANE STOP 42 FLASHING URB LAYER R, STUCCO WRAP UPS LAYER Q, FORTIFIBER BUILDING PAPER METAL LATH 6k6'SELF-ADHERING MEMBRANE FLASHING OVER 4'a4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. PLASHING TO EXTEND ONTO PIPE 4'X4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED HOUSE WRAP. FLASHING TO EXTEND ONTO PIPE W CONT. BEAD OF SEALANT INSTALL APPROVED HOUSEWR4P AIR INFILTRATION BARRIER OVER SHEATHING ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYP WALL SECTION) SECTION PER FSC R703.6.1 Exbrior IOMIT Wd plaXROW Exterior use of portlanU eemeM pester shall comply with ths eppk,36- regelremeMs of ASTM C 926.12A. InsteUatlon of exterior laftV wd frRrssng shell comply with ASTM C 1063-121 I� 4PIPE PENETRATION DETAIL CF LEGEND DRAINAGE PLANE (LURB LATER 01, STUCCO WRAP) LURE LATER *2 (FORTIFIBER - BUILDING PAPER) METAL LATH x-x-x-x 6TU000 I- - SELF-ADHESIVE FLASHING - - - - - - NOTE: METAL LATH: LATH TO BE PER FBC R-103.6.1 / ASTM C-84-1-0S, MIN, 2.5 LBS, PER SQ. YARD (UTILITI' OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) A R C N I T E C T 3 6 Grou i gn 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-774.4078 www.abdeulgngroup.cortt AA N: 0003325 y od U W O A O V..................... 0 U SVHDIV. a. LOT: SILVERADO LOT #3 BLK #6 PI10awTjp 04128.000-00361 MODS 4EBB "1828—CALI" GARAGTR 01WING: LEFT PALM WALL ASSEMBLY DETAILS 150 MPH EXP. B ARCHITECT STATE OF FLORIDA R��a�l�ll DA 10/19/17 SCALD: 1/4"=1'-0" mlizw WAl I— BACKER ROD BACKER ROD WRB LAYER •I, STUCCO WRAP 6 DRYER WOOD — CONSTUCTION INSTALL 6' SELF -ADHERING MEMBRANE FLASHING OVER TOP, SIDE(S) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING TO BE: 1. BOTTOM, 2, SIDES, 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED 60 AS TO DEFLECT WATER AWAY FROM JOINTS. E-Z BEAD ALL AROUND VENT -APPLY SEALANT ALL JOINTS AND INTERSECTIONS APPLY SEALANT AT PERIMETER OF NON -MOVABLE FRAME AND STUCCO ON ALL SIDES,V CAULKING • JOINT ALL AROUND PER FBC R703.6.1 Exterior lathing and plastering 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. HOODED VENT i' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER •2, FORTIF15ER BUILDING PAPER WOOD SHEATHING VENT (FRAME) WOOD SHEATHING WRB LAYER h, STUCCO WRAP 'WRB LAYER -2, FORTIFIBER BUILDING PAPER —METAL LATH VINYL CASING BEAD z; W RAISED BAND 'V TO V MID -WALL 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING Z FLASHING STONE VENEER OVER SCRATCH COAT HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK)- LEGEND - DRAINAGE PLANE (WRB LAYER 01, STUGGO WRAP) LURE LAYER 02 (FORTIFIBER - - - - - BUILDING PAPER) METAL LATH x-x-x-x STUCCO SELF-ADHESIVE FLASHING - - - - - NOTE: METAL LATH: LATH TO BE PER FBC R103.1 l / ASTM C-64-1-013, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) ELEC. METEF VERIFY LO STUCCO FINISH w SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT o TOP 4 SIDES 6B DRYER VENT (BLOCK) BUILDING PAPER OVER 'QUICK FLASH' PIPE THROUGH - WALL 6' SELF ADHESIVE FLASHING IINSTALI PER MANUF. SPEC: BUILDING PAPER UNDER 'QUICK FLA �A_�VENT PENETRATION ti SCALE: N.T.S. ' =F-0 I V IC=L'=I V= STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION ELEC. METER FIELD VERIFY LOCATION CONSTRUCTION WOOD SHEATHING: WRB LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER 9' THICK, 3 COAT CEMENT PLASTER la' TO Ye" MID -WALL WEEP SCREED �6' SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME 4PPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES �O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOUSEWRAP FOR BOX INSTALLATION WRB LAYER 01, STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TWA' NO MEMBRANE ENTERS BOX, APPLY TO FAt EDGE APPLY E-Z OVER 60 M GRADE '0' FELT-PROVI SEALANT AT JOINTS AND INTER5ECTIC WOOD SHEATHING WRB LAYER'(, STUCCO UIRAP WRB LAYER -2, FORTIP15ER BUILDING PAPER METAL LATH WOOD Ve' TEXTURED CONSTRUCTION —FNISH s WOOD FASTEN TO WOOD STRUCTURAL MEMBER • T O.C. MAX e' a1u TO V HID -WALL WEEP SCREED — A �J • 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING, V FINISH s MASONRY 7B HORIZONTAL WEEP SCREED (FRAME TO BLOCK. 5TEP #1 STEP #3 8" WRB LAYER 01, STUCCO WRAP CUT 'X' INTO SELF -ADHERING X MEMBRANE FLASHING \ APPLY SELF -ADHERING MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER 5TEP #2 WRB LAYER 'I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE 'D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP WRB LAYER 12, FORTIFIBER BUILDING PAPER STEP #4 _ ELA5TOMERIC COATING OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP #5 5TEP #ro OELECTRICAL RECEPTACLE AItCIfIT9CT! Design GrouM.!. 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-7744078 www.abdoeigngroup.com AA #: 0003325 W w 0 rr 0 K LO"11DIV, a.M74 RADO #3 #6 1pnoincTip 04128.000-00361 MOIDMI, 4EBB 1828- CALI" GARAGE 9'IiI G: LEFT PAGE: WALL ASSEMBLY DETAILS 150 MPH EXP. B r- APPOHME DA 10/19/17 SCALE: 1 /4"=1' — 0" 8*Mw" VV A2 EXT. WOOD FRAMED WOOD SHEATHING WALL WRB LAYER •I, STUCCO WRAP SUB -FLOOR DECKING WOOD WRB LAYER "2, FORTIFIBER CONSTRUCTION BUILDING PAPER PRE-ENG'D TRUSS HAT CHANNEL a' THICK, 3 COAT CEMENT WEATHER RESISTIVE W/%' TYPE 'X' DRYWALL PLASTER BARRIER •1 6' SAP. a TOP OF WEEP SCREED WEATHER RESISTIVE ' TO SHEATHING BEHIND WEEP SCREED BARRIER 4 ' WOOD SHEATHING 4' POSITIVE DRAIN WEEP Sroocn THICK 3 COAT CEMENr� RIES PLASTER METAL LATH WRB LAYER -1, \� STUCCO WRAP /� WOOD 614EATHI J' THICK 3 COAT CEMENT PLASTER CUSTOM CAS ING BEAD_ W SELF-ADHEREING FLASHI WRAPPED e TOP OF WEEP SCREED i y TO SHEATHING BELOW �� WAS LAYER -1, �P OSITIVE DRAIN X: STUCCO WRAP i WEEP SCREED WRB LAYER mot, FORTIFIBER -n NO GAP IN FIELD BUILDING PAPER ------ - - - - --- - (SHOWN FOR CLARIFICATION Or i SEPARATE ACCESSORIES ONLY) 6' SELF-ADNEREING WRB LAYER "I, FLASHING WRAPPED STUCCO WRAP �v • CORNER OF CANTILEVER IIWI AMICO AM66-C-jW CUSTOM CASING BEAD n, 4' POSITIVE DRAIN I u_cEP vREEn NO GAP INFIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CASING BEAD 10A DTL. C CANT. SCALE: 11/2. • I' NOTE: METAL LATH: LATI-I TO BE PER FBC R103.6.1 / A5TM C-841-OC3, MIN. 2.5 LB5. PER 5Q. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 6PECIFIC,4TION5) 3/4 RESILIENT HAT CHANNEL 5/8' TYPE 'X' DRYWALL W/TEXTURED 4 PAINTED FINISH THICK, 3 COAT CEMENT PLASTER VINYL CORDER BEAD VINYL CASING BEAD 11D DRIP EDGE INSTALLATION 5/8' TYPE 'W DRYWALL W/TEXTUREO 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CASING BEAD WOOD CONSTRUCTION WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER -2 THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING (2) 2x12 HEADER (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON RESISTIVE I RESISTIVE •2 THICK, 3 COAT CEMENT PLASTER METAL LATH WOOD SHEATHING HEADER/BEAM VINYL CORP. 4' e: POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) @DRIP EDGE INSTALLATION EXTERIOR GRADE DRY WALL THICK, 3 COAT CEME PLASTER . VINYL COMER BEAD @pAANMILEVER DRIP EDGE DRAINAGE PLANE (WRB LATER #], STUCCO WRAP WRB LATER #2 (FORTIFIBER BUILDING PAPER) METAL LATH STUCCO 3' X 3' 26 GA. GALV. FINISH LAYER (2 LAYER METAL DRIP EDGE PEEL 4 STICK) — _ SET IN FULL BED OF fo' PEEL 4 . SEALANT, )4' MN. STICK a DRIP SPACE FROM DRIP EDGE TO FACE TO TREX DECK Yi GAP FOR BACKER I K'XI %' P.T. OR SIMULATED ROD 4 SEALANT WOOD (TREX) FILLER, CONTINUOUS VINYL CASING BEAD WATER PROOFING lets WEATHER RESISTIVE LAYER (2 LAYER PEEL \1. BARRIER 'I STICK) WRAPPED FROM WEATHER RESISTIVE BALCONY DECK TO BARRIER -2 CANTILEVER 6' PEEL 4 STICK a DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR ' EDGE ®® 3' X 3' 26 GA. GALV. METAL DRIP EDGE _ --------- ----- -- --- ' SET IN FULL BED OF SIMULATE ) SEALANT, Y2' MIN. WOOD (TREX) FILLER, i SPACE FROM DRIP CONTINUOUS / FACE TO TREX Ya' GAP FOR BACKER -�� VINYL CASING BEAD ROD 4 SEALANT I WATER PROOFING lot FINISH LAYER (2 LAYER _ LAYER (2 LAYER PEEL 4 PEEL 4 STICK) I STICK) WRAPPED FROM 3/4 RESILIENT �� BALCONY DECK TO HAT CHANNEL I CANTILEVER I A oLtKIA I J' THICK 3 COAT CEMENT PLASTER METAL LATH 5/8' TYPE 'X' DRYWALL WOOD SHEATHING W/TEXTURED 4 PAINTED _ WEATHER RESISTIVE FINISH BARRIER "1 WEATHER RESISTIVE THICK, 3 COAT CEMENT BARRIER *2 PLASTER DRAIN 4' POSITIVEWEEP VINYL CORDER BEAD SCREED VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION x—x—x—x WOOD SHEATHING III SELF-ADHESIVE FLASHING — — 2x FRAMING MEMBER THICK, 3 COAT CEMENT PLASTER CORNER BEAD FASTENED TO SHEATHING g '1" O.G. MAX. WRB LAYER 01, STUCCO WRAP WOOD SHEATHING METAL LATH WRB LAYER e2, FORTIFIBER BUILDING PAPER (14A CORNER BEAD C FRAME F 2 1/2" CORNER BEAD (FASTENER 4 SPACING m l' O.C.) CMU %* THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 14B CORNER BEAD C� BLOCK Yi GAP FOR BACKER ROD 4 SEALANT VINYL CASING BEAD DATER PROOFING \ t - LAYER (2 LAYER PEE t STICK) WOOD SHEATHING WRB LAYER 'I, STUCCO WRAP WRB LAYER e2, FORTIFIBER BUILDING PAPER—� METAL LATH THICK, 3 COAT CEMENT PLASTER 6'SELF -ADHERING — FLASHING DRIP CAP WINDOW FLANGE ;1LUMN SHEATHING .ATHER RESISTIVE ARRIER -I °ATHER RESISTIVE ARRIER -2 SAP. \'\ -EEL 4 STICK I Vx3' 'L' FLASHING FULLY EMBEDDED IN ROOF CEMENT I h' X 3' 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED OF SEALANT, )f' MIN. SPACE FROM DRIP FACE TO TREX /- n I )4'XI N P.T. OR SIMUL, WOOD (TREX) FILLER CONTINUOUS Y♦' GAP FOR SEALANT OPT, BACKER ROD. - MODINED SO 3/4 RESILIENT HAT CHANNEL WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE BARRIER -2 EXTERIOR COLUMN COLUMN SHEATHING �6' SAP -1 Y.'x3' 'L' FLASHING `FULLY EMBEDDED IN ROOF CEMENT 1 Yt' X 3' 26 GA. GALV METAL DRIP EDGE SET IN FULL BED OF SEALANT,)¢' MIN. SPACE FROM DRIP 'FACE TO TREX WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO CANTILEVER }' THICK, 3 COAT CEMENT PLASTER 5/8' TYPE 'X' DRYWALL I F� METAL LATH W/TEXTURED 4 PAINTED I WOOD SHEATHING FINISH a' THICK 3 COAT CEMENT 4' POSITIVE DRAIN PLASTER WEEP SCREED GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF VNYL CASING BEAD SEPARATE ACCESSORIES ONLY BALCONY DRIP 11C EDGE INSTALLATION ® COLUMN (W/"T." PT.A, TIWTAT(`1 WRB LAYER -2, FORTI BUILDING PAPER — METAL LATH --� THICK, 3 COAT, GEr PLASTER 6'SELF-ADHERING FLASHING DRIP CAP WINDOW FLANGE - 15B CASING BEAD @ WINDOW ( FRAME, NO BAND) WOOD SHEATHING I i WRB LAYER el, i I i STUCCO WRAP i WRB LAYER e2, FORTIFIBER I BUILDING PAPER METAL LATH [L f I _i J� THICK, 3 COAT CEMENT (EXPLODED VIEW FOR PLASTER CLARITY) A i c N I T c c T 3 6 Design GZ �no. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL32750 PH: 407-7746078 FAX: 407-7744078 www.abdeslgngroup.com AA #: 0003325 k b O 0 0. e mTjMjV �e LOT: SILVERADO LOT #3 BLK #6 Pn0JzCT* 04128.000-00361 MODlxs 4EBB 111828—CALL" LEFT PAO3M WALL ASSEMBLY DETAILS 150 MPH EXP. B DAM 10/19/17 8CALlft 1/4"=1'-O" 8DEMM WA3 WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER •2, FORTIF15ER BUILDING PAPER METAL LATH J' THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING --, FLASHING / VINYL ANGLED CASING BEAD —� DRIP CAP — WINDOW FLANGE WOOD SHEATHING WRB LAYER 01, STUCCO WRAP x WRB LAYER 02, FORTIFIBER BUILDING PAPER ' METAL LATH I I i ` -._(EXPLODED J" THICK, 3 COAT CEMENT VIEW FOR PLASTER CLARITY) WRB LAYER "I, — STUCCO WRAP VINYL ANGLED WRB LAYER 02, PC BUILDING PAPER METAL LATH THICK, 3 COAT PLASTER ---7 6'SELF-ADHER FLASHING — DRIP CAP — WINDOW FLANGE CASING BEAD C WINDOW 15C (FRAME, W/BAND) WOOD SHEATH("" METAL LATH WRB LAYER 01, STUCCO WRAP WRB LAYER "2, BUILDING PAPE J' THICK, 3 CO,, PLASTER VINYL ANGLED CASING BEAD VINYL CASING Y.' GAP TYP J' THICK 3 COAT CEMENT CASING BEAD PLASTER IX TRIM MEMBER TO TRIM METAL LATH s STUCCO TO SIDING TRANSITION WRB LAYER -2, FORTIFIBER GPAPER SHEATHING WOOD SHEATHING WRB LAYER N, WTU LAYER I STUCCO WRAP STUCCO WRA CASING BEAD 6' SELF- ADHERE ING FLASHING OR PEEL 4 STICK SIDING TO STUCCO 18 CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATUING— WEATHER RESISTIVE BARRIER -1 WEATHER RESISTIVE — BARRIER -2 x l Y,' LAP SIONG 6' REVEAL b'SELF•ADHERING — FLASHING STARTER STRIP — DODO NOTE — a a I \\ \ 6' SEL FLASHINGF-ADHERN's WEATHER RESISTIVE BARRIER - URATHRES ISTIVE SISTIVE BARRIER b' SELF-ADHERNG FLASHING GALV'D METAL 'Z' FLASHING DO NOT CAULK OR LSA6' SIMULATED_- I SEAL OPENING TRIM MEMBER STUCCO CA6IWQ BED 6' 8IMULATED UlaOD TRIM MEMBER \` SEAL GAP W/CAULKING OR APPROVED SEALANT n - SIDING TO STUCCO ® BLOCK TO FRAME �� TRANSITION 1J NOTE: METAL LATH: LATH TO BE PER FBC R103.6.1 / ASTM C-841-09, MIN. 2.5 LBS. PER 60. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) WRB LAYER *'I, WOOD OND STRUCTION-,' STUCCO UWAF WSHEATHING WEATAT HER RESISTIVE--__ BARRIER'( WEATHER RESISTIVE BARRIER-2—� UWRB LAYER #2, FORTIFIBER bE AL P9ID NG---_ BUILDING PAPER iF-'ADHERINGFI.ASH—� METAL LATH STARTER STRIP DO NOT CAl1LK OR SEAL OPENING g" THICK, 3 COAT CEMENT \ PLASTER CALMETAL-- Z' FLASHING SIMULATED--- UJaOD TRIM MEMBER CASING BEAD C RAISED S17A_:�i BAND (FRAME) SCALE: 1 1/2'=1'-0' 6' SELF•ADHERING FLASHING WEATHER BARRIER WEATHER BARRIER ----- ------------------------------------------------------------------ ---- J' THICK, 3 COAT CEMENT SEALANT PLASTER METAL LATH / a WINDOW FRAME ,( .............._....... ...... _............ ._... WRB LAYER -2, FORTIFIBER BUILDING PAPER / E-Z BEAD VINYL CASING (W/%' FLEXIBLE PVC BACKER ROD) 1, 2X FRAMING MEMBER ------------- 1 I i 1 WINDOW FRAME ---------------------------------------�------------ Ya" GAP TYP /CASING BEAD SEALANT � TO WINDOW � WEATHER RESISTIVE \ BARRIER -1 TO LAP \ S. MN. ABOVE TOP OF Z. FLASHING -WEATHER RESISTIVE BARRIER 9 WEATHER RESISTIVE / BARRIER 4 / .TW!w.lzamc WEATHER RESISTIVE BARRIER'( TO LAP V MIN. ABOVE TOP OF 'Z' FLASHING I Y.' X b' SRRILATED WOOD TRIM MEMBER WEATHER RESISTIVE BARRIER 9 (W1%' FLEXIBLE PVC BACKER ROD) SIDING TO STUCCO \—WEATHERRESISTIVE ® FRAME TO FRAME BARB ER4 TRANSITION 1� WRB LAYER 01, STUCCO WRAP, I WRAPPED AROUND FRAMING MEMBER 6' SELF ADHESIVE FLASHING WOOD SHEATHING I i DETAIL BELOW EXPLODED ' FOR CLARITY ----------------------------------------- ----------------------------------- THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD SHEATHING WRB LAYER "I, I STUCCO WRAP 6' WIDE PEEL 4 STICK OVER FLANGE WINDOW FLANGE � I 1 E-Z BEAD VINYL CASING 2X FRAMING (W/N9' FLEXIBLE PVC BACKER ROD) I MEMBER -APPLY FULL BED OF SEALANT BETWEEN BUILDING FLANGE 4 BUILDING WRAP WRAP -------------------------------------------------------------------------------------------- r,,__'��EZ BEAD WINDOW CASING LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER 02 (FORTIFIBER — — — — BUILDING PAPER) METAL LATH x—x—x—x STUCCO �^ , WOOD SHEATHING E=�1 SELF-ADHESIVE FLASHING — — — — A R C 0 IT E C T 8 6 Design Ga Inc. i441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX- 407-7744078 www.abdoslgngToup.com AA t.. 0003325 m i 8 w 0 Rd 0 2 sulmrv. as I.om SILVERADO LOT #3 BLK #6 PROJSCT* 04128.000-00361 Uoaats 4EBB 1828- CALI" 4sARAGM BWMG- LEFT PAO]& WALL ASSEMBLY DETAILS 150 MPH EXP. B CUT HOUSEWR AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF L OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WO STUD WALL STEP I IINSTALL 6' SELF-ADHE FLASHING C NAILNNG FL, JAMBS EXTEND FL 1' BELOW S FLEXIBLE F 'DO NOT SE FIN TEMPORARILY FOLD -UP t SEC HOUSEWR.AP (0 TUCK FLAP UND at HEAD FOLD HOUSEW IN AT JAMBS 4 SLOPE SILL R INSTALL 6 SELF-ADH FLASHING VINYL HE6 FLASHING DAMS) NAI FLANGE EXTEND SELF-AOH FLASHING BEYOND FLASHING INSTALL V CAP ALIGN FLASHING W/ INT. EDGE OF SILL R.O. MECHANICALLY FASTEN FANNED EDGES.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TN FLASHING AT THE FOLD DOWN OIAGC ACRO; WINDO ,PPLY Ai' NOM.- :ONTIN000S BEAD IF SEALANT AT AMISS AND HEAD o IPPLY TO BACK OF IINDOW NAILING LANGE IN LINE W/ 'RE -PUNCHED IDLES OR SLOTS. 11DE ADHESIVE - 'XIBLE FLASHING VER DRIP CAP 'ECTO-WRAP EDUIV) WINDOW FLASHING INSTALLATION DETAILS O1 ( FULL WRAP) SCALE: NT& STEP 4 STEP 9 INSTALL PLUMB, I AND SIX MANUFAC WRITTEN INSTRUC' APPLY MEMBRANE FLASHING OVER JOINT NOTE: I. I THE CONTACTORS RESPONS15ILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS (WARNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW IM9 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING ��TZSEANTERIOR PERIMETER OF WINDOW WITH NT A R C N I T E C T R Design Grou Inc. 1441 N. RONALD REAGAN BLVD. LONG WOOD, FL 32750 PH: 407-774.6078 FAX: 407-7744078 www.a bdesigngroup'oom AA #: 0003325 F N h W 0 0 E; ti 0 O 2 V M O l SunDIV. AI: 7.iOT: SILVERADO LOT #3 BLK #6 PROJ>QCT# 04128.000-00361 ][ODffit 4EBB "1828—CALI" GARA131111 B'W NG- LEFT PAOR WALL ASSEMBLY DETAILS: WINDOW FLASHING 150 MPH EXP. B DR MA10/19/17 SCALM 1/4"=1'—O" e*1zaT WA5 2x6 SUB-BANb W/1'x4' NOTCH o END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1\\ I\ -1/8' TEXTURED i \ FINISH 6 WOOD I \\ 1/2' TEXTURED \ FINISH a CMU / \ \\ METAL FASCIA WRAP YB' FROM \ STUCCO, I' FROM \ \\ WOOD WALL EXTERIOR WALL \ \\ (FRAME OR CMU) NOTE: NOTCH FOR 2X6 SUB BAND ONLY ®ELEVATION \ T/V TEXTURED .{ FINISH ® WOOD, 1/2' TEXTURED FINISH • CMU METAL LATH METAL FASCIA WRAP WOOD SHEATHING OR cmu f WRB LAYER -1, STUCCO WRAP (FRAME ONLY) WRB LAYER'2, FORTIF15ER ESUILDING PAPER (FRAME ONLY) 2x6 SUB BAND ttl�ROOFINCs 7 CEMENT DRIP EDGE METAL KICK OUT —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) `\DRIP EDGE, I' OFF WALL XNOT INTO STUCCO) �I/8' TEXTURED FINISH 6 / WOOD, 1/2' TEXTURED / FINISH 0 CMU \ 2xr SUB -BAND W/1'x4' NOTCH e END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2' OFF WOOD WALL PRE-ENG'D TRUSS TO BE CUT to WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2'x4'x4'-O' SCABBED TO TRUSS W/12d NAILS O.C. MAX. 2x SUB -BAND W/1Y'x4' NOTCH w END TAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL x x x" 1, \x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x i x x x x x x x x x x x - x x x x x x x x x x x x x x x x x x x x x x x SUB BAND DETAIL ® WALL W/KICK—OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/llz'x4' NOTCH 0 END, WRAPPED IN PEEL a STICK -ROOF CEMENT 6 ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4' ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/0/2'x4' NOTCH 0 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY 2.441 N. NUNALU'It" N 6LVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA 8: 0003326 F m y W 0 Ca w 0 V c F i straDm ae LOT: ol SILVERADO LOT #3 BLK #6 PROJaCT/ 04128.000- 00361 MODSIa 4EBB "1828— C ALI" GAPL& sa 8wWQ- LEFT PALM WALL ASSEMBLY DETAILS: SUB —BAND 150 MPH EXP. B DATA' 10/19/17 eCJUM 1/4"=1'-0" s V tl A6