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Home My WebLink AboutBUILDING PLAN• STATE OF FLORIDA CERTIFIED BUILDING DESIGN CRITERIA: CONTRACTOR: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) •ALL LOCAL AND STATE CODES D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO, 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PLAN REVIEW DATE BLVD. *OCCUPANCY •CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED •EXPOSURE *I —STORY RESIDENCE •2—STORY RESIDENCE 1828 C A li.J 1�L 9 9 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 — RESIDENTIAL, GROUP R3 — VB — CLASS B — Vult=160 MPH Vasd=124 MPH —C — MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S LIVINGS 1916 sa FT. GARAGE 430 5a FT. ENTRY 16 5Q. FT. LANAI 80 50. FT. TOTAL 2442 50. FT. A/C VOLUME IrrrT ABBREVIATIONS ARV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MTD. MOUNTED CL CENTER LINE MTL. METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC TILE PLT. PLATE D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DLk DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL. S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA, EACH SHT. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOWER EXIT. EXHAUST SBI. SIMILAR EXT. EXTERIOR SL. SLIDING F.G./FX . FDIED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL FIR. FLOOR SECTION FLUOR, FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FTG. FOOTING THK. THICK 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.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR WI WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI —COVER PAGE PG PG GN—GENERAL 1 —FOUNDATION NOTES PLAN TERMITE TREATMEIyT REQUIREL7 PG IA —DOWEL PLAN PG 1B—LINTEL SCHEDULE PG 1B.1-SAFE LOAD TABLES THERE PLANS AND ALL PROPOSED WORK PG 2 —FLOOR PLAN ARE SUBjEcT TO ANY CORRECTIONS REQUIRED BY PG 3D—ELEVATIONSMAY FIELD INSPECTORS THAT BE NECESSARY IN ORDER TO PG 4D—FRAMING PLAN COMPLY WITH ALL APPLICABLE CODER. PG 4.2—CONNECTOR SCHEDULE PG 5—ELECTRICAL PLAN PG 6-11VAC PLAN PG DI —FOUNDATION DETAILS/SECTIONS aL w1Hraur-AC uli�s PG D2-1—STORY WALL SECTIONS & NOTES (nfI:r ANDSHGCcoMPIJk,rrH. PG D3-2—STORY WALL SECTIONS (SHINGLE)REMANUNALLN, AND WINDOWS PG D4—MISC, DETAILS ORS UNTILINSPECnoNSARE APPROVED PG D5—PRODUCT APPROVAL PG WAl—WALL ASSEMBLY DETAILS SCANNED PG WA2—WALL ASSEMBLY DETAILS BY PG WA3—WALL ASSEMBLY DETAILS ST LUCIE COUNTY" PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS CONCEALED FASTENERS OR ATTACHMENTS PG WA6—WALL ASSEMBLY DETAILS ARE THE RESPONSIBILITY OF THE CONTRACTOR OF RECORD ST.LC.' Ft+taii' N N -gtirmE JtEV'IEt\E 1° DATE sr PT ON30 '' I'Lt'.-"�:, .. � ;>��T� � iS�i'1\'1LLBIr ✓, lADE. rEt�P++;, i 1'IPiW St. Lucie County, PLC A R C H I T E C T S •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W G W Is 0 F Q V A E A Fi BLTHDIV. de 'L * CREEKSIDE LOT #7 P1iOJZCT* 04321.000 aiODEL: 4EBB "1828—CALI" LEFT PAGO COVER PAGE 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA 8 0• nnTjE- 11 /10 /17 SCAXM: 1 /4"=1' — 0" T•:H 4 wl 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS II. ATTICS W/ STORAGE III. ATTICS W/OUT STORAGE IV. POOLROOMS V. BALCONIES AND DECKS VI. STAIRS VII. ALL OTHER ROOMS B. FLOOR DEAD LOADS R301.4 15 (PSF) 30 20 10 75 40 40 40 C. ROOF LIVE LOADS R301.6 ** I. '"`MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF). I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) i4l11►U707_1BZaArIA:U:1 I. BASIC WIND SPEED II. EXPOSURE CATEGORY III, WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 ±0.18 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, SECTIONR301.2.1.2 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 ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, €TC. 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 24 INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID 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 ''/z -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED 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. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/a" 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 3/.". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. 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 = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8, OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED %" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11, WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING SYSTEM. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. MASONRY 13. PROVIDE SOLID BLOCKING UNDERALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/< INCH AND NOT MORE THAN'/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 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. 11 1 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FORALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL, UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 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 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION 2014 ( ) HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). PLUMBING REINFORCING STEEL 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 3. CONDENSATION LINES SHALL BE MINIMUM '/." PVC (SCHEDULE 40), INSULATED WITH%" AMAFLEX. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 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. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 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). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X WI A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH EDITION (2014). 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL EXTERIOR WALL COVERINGS SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 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 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND EXTERIOR FINISHES 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 3/." D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1Y" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TD 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) 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-C926-1 1 a & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & 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 PERASTM-C1063- 1 1A AND R703.6.1 OF THE FBCR 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . A R C H IT E C T S Desi n p 1 OU Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdosigngroup.com AA #: 0003325 h w r a r P1 0 ti I; F A OtMDZV. de LOT: CREEKSIDE LOT #7 PROJECT# 04321.000 21ODELa 4EBB "1828-CALI" 0ARAGS 8lWn4G: LEFT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA DATE: 11/10/17 SCALM: 1 /4"= V - 0" BREET GN A R C H I T E C T S 17'-4" 10'-0 �O3'-6itI DI 61 4" GONG. DI COK" C. (0 SLAB —,\ EXTEND END OF PVC. I SLAB en "' /COND.1 CHASE UP 12" A50VE 5 ) COND. CONC. PAD DI 1 / n I I31/2' TYP. \AN \ 19'-4" \\ 0'-ID" ELEV. \ \ FIN. CONC. SLAB 4' GONG., REINF. W/ W>(6" \ ■ I \\\ - WI.4XWI.4 WWM ON b-MIL POLY- ro ETHYLENE VAPOR RETARDER \\\�= ON WELL -COMPACTED CLEAN FILL TER-11TE TREATMENT SHALL ■ CHA$E \\\ BE 50RA-CARE_ I \\ o° {WC.)J III �( 1 x 3b'xbf0" i\ ISHWR PAN \ \ WL ENCL. \\ Y� I \\ L�3 - -1 1 e0 \ \ rRia; 'I $� 3'-2 BOLLARD AS REG7. PER BLDCz. CODE 7 15'-10, SLA5 11/2" 3' ■ 7.-5" ■ CIF _j�a !SA 7 II f I L �L II i OPT] SINK II ■ II I" PVG CHASE I FOR ELEC. TO RANGE ISLAND r L`_ o' IOIL 0'-0' ELEV. FIN. GONG. SLAB E- XTEND ID ip LI/2" -31/2' r L— CDC. ISLS3 -t 1/2■■ IL DI I — ■ II $ Q 4 DI DI DI 21'-4" 4'-4" 14'-0" FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOM SHALL MEET PROVISION OF SECTION R3113.1 OF THE F5CR IaTH EDITION (2014). 2J'2" VTR i KITCHEN I I� 11 SINK W/ 2 �, 2° I 1/2AUTO VENT 2"I I/a'� 111/2' 1 1/2 i I I/2" •� we I �l 1 1/22'�I L V k- 2" " 211 LAV P 2 LA I I I I/2° 3" I I TUB I 3 I 11 wG 2 SHWR 1/2" 9' 31i 3n 20 WASHER 2 Co PLUMBING ]MISER DIAGRAM �°N SECURE STRAP TO UNIT W/ (2) "Sxl 1/4 A/C SHT MTL SOWS UNIT SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO CONC. CONC. W/ (2)-3/I6'X2' SLA5 TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" PIA. OVER HEAD a 12' FROM STRUCTURE Design GI up -Inc 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w W U w ti 4 U �1 A F etrsa=v, eo LOT: CREEKSIDE LOT #7 PR.OZECT* 04321.000 a[ODZIa 4EBB 1 1828-CALI" GAR &GE 81►MG-. LEFT PACE: FOUNDATION PLAN 160 MPH EP. C ARCHITECT: STATE OF FLORIDA ap 11/10/17 IBCAum 1/4"=1'-0" SIMMT 'i� A R C H I T E C T S )e0 OU Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 V. F W U W 0 yF K C.i y W A F A F ti BUBDiv de LOT: CREEKSIDE LOT # 7 PROJECT# 04321.000 MODEU 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGBM DOWEL PLAN t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA rptmT -I DA 11/10/17 SCALE: 1/4 $$=11— 0" SHEET IL 1 A 0] L— 3 (2) 3052-SH EGRESS OWNER'S SUITE 8'-8" CLG. DINING ROOM 8'-8" CLCs. LANAI 8' -8' CLGs. (2) 3052-5H LIVING ROOM 8'-8" CLG. 8 2! N o0. 00 - - - - - BATH I I W.I.C. I I ° 8'-8° CLCs. 7-7 I I • • — — — — — — KITCHEN I I I LAUN. 8'-8" CLG. CLG. PAN. I I I 8'-8" CLCz BDRM. #4/ 0 0 -- L-_J DCA II mw II I II II F — ,fi — I i I BDRM. 3 8'-8" CLa. 00 r------ I I L-----J �1 II U if O BATH #2 GARAGE s -8 c �. -FOYER CLGs. •+�� BDRM. #2 �7; 8'-8" cLG. ENTRY O 8 -8 GLCs. I Z(2) 3052 I EGRE55 O LINTEL SCHEDULE NOTE. THE LINTELS MAY 5E SUBSTITUTED WITH LINTEL5 FROM ANOTHER MANUFACTURER AS LONG AS THE LINTE1-5 ARE OF EQUIVALENT OR GR1=ATER CAPACITY THAN THE VALUES STATED 4lftST-4CRETE" LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 17'-4" W20-15/IT L 2 414o' 8F16-0B/IT L 3 7'-6" 8F16-I5/IT L 4 - - NOT USED L 9 - - NOT USED L 6 "1'-6" 01-24-15/IT L "1 4'-6' 8RF6-0e/IT A5V. DOOR A55EMIBLY ARCHITECTS 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W w U w ti a G W A ti OUHniV. de LOT: CREEKSIDE LOT #7 PROJECT* 04321.000 MODEL: 4EBB "1828-CALI" GARAGE 81tING: LEFT PAGE: ]LINTEL SCHEDULE 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 8 DAT]C: 11 /10 /17 8CALE: 1/4"=1'-0" 1 WN)O &AFE LCAD TA L S 1=CR GRAVIT?', UPLlr-T 4 LATERAL LOADS S" PRECAST 4 PRESTRESSED U-LINTELS 4CANP14494" LENCxTP TYP Sub 8F8-CB 8FI2-058t=16-0 20-f0 24-0 28-0 32-fd SFS-15 SF12-15 SFI6-15 8F20-15 SF24-15 SF28-15 SF32-15 2'-10" (34") PRECAST 2302 3166 4473 6039 7526 W04 10412 11936 3166 4473 6039 7526 9004 10412 11936 3'-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4413 6039 7526 9004 104-12 ii936 4'-0" (48") PRECAST 202E 2325 2496 3467 443S 5410 6384 7358 2646 4473 6039 7526 W04 104-12 11936 4'-6" (54") PRECAST 1651 1187 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 W04 10472 9668 5'-4" ((o4") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2859 5051 6096 5400 6424 -1450 51-1011(-To") PRECAST 912 1000 1059 1474 188E 2304 2121 3131 1459 2464 4144 5458 4437 5280 6122 (-ia") PRECAST c331 1255 2101 3263 2746 3358 3g11 1 455D 1255 2101 3396 5260 7134 8995 68SO 6" (90") PRECAST �6� 1029 1615 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'-4" (112") PRECAST 513 632 104E 1469 1210 1482 1754 2021 768 1212 1818 2544 3469 4030 3127 10'-6"(126") PRECAST 4.56 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11'-4" (136") PRECAST 44.r-7 598 935 1365 1854 2355 1793 20-15 598 935 Mery 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 2014 15-10 1818 555 564 1254 1 1693 2211 2832 3590 13'-4" (160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 141-01(1(o8") PRECAST 338 381 648 919 1190 1462 1087 1260 455 100 1003 1335 1714 2153 2666 14'-8" (1l6") PFRESTI•ESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 Ir✓'-4" (184") PREStIESSED N.R NR NR NR NR NR NR NR 420 695 1250 1855 2310 2890 3410 17'-4" (208")PRESTPSESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1720 2030 21'-4" C256")PRESTRESSED NR NR NR NR NR NR NR NR 183 330 610 940 1340 it80 2110 22'-0"(264")PRESTRESSED NR NR NR NR NR NR NR NR 160 300 570 82700 1025300 116600 1970 24'-O(288') PR=5tRESSED N.R. NR NR N NR NRR NR 240 1— 35130 1610 8" PRECAST E PRESTRESSED U-LINTELS CA:7'l"14499" UFL FT LATERAL -�-,i.-PE LENGTH-1 SFS-I 81=12-It 81=16-it 8U8 SF8 8-2 12-2t 16-2t 20-224-2 28-2 SF32T 2- 2'-10"(34") PRECAST2727 2878 4101 5332569 fr5219 7811 9055 2021 2727 2784 3981 5190407 7630 88572021 l42') PRECAST 2165 2289 3260 4237 6204 '11923'-6" 1257 1257 2165 2215 3165 4125 5091 6061 -1036 4'-0' (45") PRECAST 1878 1989 2832 3680 4532 5381 6245 930 938 1878 1925 2750 3583 4422 5264 6110 4'-6' (54") PRECAST 1660 1762 2501 3251 4010 4767 5525 121 121 1660 1-105 2435 3171 3913 4658 5406 5'-4" l649 PRECAST 1393# 1484 2110 2741 3375 4010 4648 505 505 1393 1 1437 2050 2670 3293 3920 4549 5'-10"(10") PRECAST 1272# 1357 1930 2505 3084 3665 4247 418 418 1212 1315 I815 2441 3010 3583 4157 6'-6" (18") PRECAST 1141# 1200 1133 2250 2769 3290 3612 101 58-1 1141 1182 1684 2192 2103 3216 3132 1'-6" (90")PRECAST 959# 912 1475 1914 2354 219t 3240 59l 657 990 1029 1466 1907 2351 219-1 3245 9'-'�" (112") PRECAST 801, 612 980 1269 1560 1852 2144 454 630 80l 755 1192 1550 1910 22-11 2634 l0'-6"(12ro") PRECAST 716# 498 793 1027 1261 1496 1731 396 493 116 roll 1039 1389 1-111 2034 2358 (136") PRECAST 666*1 439 696 Bee 1104 1309 1515 363 556 666 1 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 607# 400 11 Biro 1001 flab 1372 340 494 631 486 818 1209 1514 1-199 2096 13'-4" (160") PRECAST 500# 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0"(168") PRECAST 458• 1 316 493 635 778 922 1065 206 360 548 1 378 1&29 922 1254 1567 1816 (176") PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 862 1156 1491 1742 (164') PRESTRESSED 228 278 430 553 677 801 S25 N.R. 32-1 228 329 542 791 10-12 1381 1676 C2089PREStR1=5SED 155 236 361 464 567 670 774 N.R. 255 155 276 449 649 874 1121 1389 19'-4" (232") PRESTRESSED 165 20t 313 401 490 578 667 N.R. 204 165 239 353 550 736 S40 1160 21'-4' (256')PRE5TRE55ED 145 186 278 356 433 512 590 N.R. 1-i2 142 212 336 477 635 801 993 22'-0"(264°)PRESTRESSED 140 180 268 343 418 493 568 NR 161 131 205 322 451 607 771 947 24'-C'(288') PRESTRESSED 12-1 165 244 312 380 447 515 N-R. 135 124 186 290 408 1 538 680 833 #REDUCE VALUE 5Y 2r;% FOR GRADE 40 FIELD RE5AR 8" PRECAST W1 2" RECESS DOOR U-LINTELS 4011"04m" IRA V f T �' TYPE s1�6-0 BRFI®-05 81@FI4-0B 8RFI8-05 SI�22-® SRF26-0 Sfa'F30-CB LENGT SRU6 OF-6-I5 SWIC-I5 SW14-15 SWIS-15 BW22-I5 8R=26-I5 OW30-15 4'-4" (5211) PRECAST 1489 1591 3053 2202 3954 4929 5804 6880 1827 3412 4982 6472 7947 9416 10878 4'-6" l54") PRECAST 1357 1449 2182 2114 3600 448t 53'15 6264 1702 3412 4982 6472 7947 9416 10818 832 1602 1550 2058 2566 3015 3585 5'-8' (68") PRECAST 785 1153 2162 4014 64-12 6516 5814 6839 5'-10" (10") PRECAST 735 779 1500 1449 1924 2400 287o 3352 1103 2051 3511 6472 6516 5450 6411 6'-8" (8011)PRECA5T 822 901 1677 2933 2516 3223 3872 4522 907 1677 2933 4100 6730 8177 6707 I'-6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 54W 6624 5132 (1169 PRECAST 371 420 634 1253 loll 1342 1614 1886 535 928 1497 I 2179 261$ 3595 2875 8" PRECAST W1 2" RECESS DOOR U-LINTELS 4wrIlOwn Uf=L= IFT LATERAL T7PE LENGTH-i 8WO-IT 8110=10-17 OW14-IT 8W18-IT 8RF22-IT 810=26-IT OW30-I 5Rue 8w6 81Rr& -2T 8%'F10-2T ORP14-2t 84;Z-18-2T 8t?,F22-2T 8W26-2 81;4-30-2 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 g32 932 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4156 5577 B53 B53 1192 1 1455 2240 3036 3837 464:3 5453 5'-8" C68") PRECAST 924# 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'-10" (rt0°)PRECAST 896# 1138 1742 2352 2965 3551 4198 469 469 896 1099 1690 2288 2891 3497 4.106 6'-S" (80")PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 718 956 1468 198t 2509 3035 3563 �'-6" C90")PRECAST rose 697 1325 1810 2280 2t53 3227 710 941 658 049 1302 1762 2225 2690 3157 9'-S" (11(o') PRECAST 533* 433 808 1123 1413 1 1704 1995 516 614 533 527 100-B I 1369 1128 1 2088 1 2450 "REDUCE VALUE 5Y 15% FOR GRADE 40 FIELD R J-=5AR *5 RE5AR AT TOP MIN. (1) RIza'D ° 1-1/2" CLEAR T1'PE DESIGNATION . P = FILLED LUITI4 GROUT / U = UNFILLED 0 LU CMiI QUANTITY OF *5 REBAR At 50TTOM OP LINTEL CAVITY z LIN O ° • GROUT 15/1T fI � • • OF LAR AT INTEL tOM LINTEL CABO,tr NOMINAL LUIDTW L QUANTITY OF 05 5OTTOM REINFORCING NOMINAL I-IEIG1 4T RE5AR AT TOP 1-5/5'ACTUAL PROVIDED IN LINTEL 8" NOMINAL LUIDTI-i (VARIES) SAFE LOAD T,�i�L� NOTES '�'TE`I'�`L6 GENERAL NOTES1. All values based on minimum 4' bearing. Exception: Safe loads for unfilled I, f'c precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. lintels must be reduced by 209P if bearing length is less than 6-1/2". 2. f'c prestressed lintels = 6000 psi. 2. Shore filled lintels as required. Safe loads for all recessed lintels based on 8" nominal bearing. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 3. installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated. 4. Concrete masonry units (CMU) per ASTM C90 w/ 4. Lintels are manufactured with 5-1/2' long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. minimum net area compressive strength = 1900 psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Rebar provided in precast lintel per A5TM A615 GR60. 5. All lintels meet or exceed 1-1360 vertical deflection, except lintels 17'-4' and 5. Additional lateral load capacity can be obtained by the designer by providing Pield rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8' meet or exceed L/180. addional reinforced masonry above the precast lintel. 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6. One *-i rebar may be substituted for two *5 rebars in 8' lintels only. 210 low relaxation. T. 1/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7, The designer may evaluate concentrated loads from the safe load tables by 1. t/32 wire per A5TM A510. 8. Gast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. calculating the maximum resisting moment and shear at d-away from the face of support. 8. Mortar per ASTM C210 type M or 5. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. S. All safe loads in units of pounds per linear foot. A R C H IT E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w W a U w 0 F a A h BUDDTV. de LOT: CREEKSIDE LOT #7 PROJECT* 04321.000 M0DELs 4EBB "1828-CALI" GAP.40E 8MMG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C 11 /10 /17 SCALE: 1/4"=1'— 0" E T$:_IF]VIa e COMPONENT T AND CLADDINQ WIND LOADS BASIC WAD EXPO&W FOR 3 SECOND GUSTS OPEW" SWARE ZONE 160 MPH WIND (M) REIW0 MITI FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN, CRITERIA SLsD. MIN. -72 5 30/-31 CRITERIA 8070 O.H.D. 56 5 30/-36 160'10 O.H.D. 112 5 2"1 SOFFIT N/A 5 31.6/-38.8 -6829/ IF ROOF TILE N/A 3 -58.29 Af='PLICADLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. Cl EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR R612.2 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. EQ. EQ. C VANITY rl� O VANITY SQ.FT. CALC. S LIVING 1916 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 80 SQ =T. TOTAL 2442 SQ. FT. A/C VOLUME 16086 5 EXTERIOR MASONRY WALL 5RG. HEIGHTS 8'-8" 51 ow 00 NN0 Q0 1'1'-4" 10'-0" 12'-4" 31,141 I I 1 6X6 POST I 1 (2 TYP) I I I I LANAI I I 8'-8' CLG. I 28'-5" I I-�" / � 777 COND. III (2) 3052-SI-1 OWNER'S SUITE 8'-8" GLCs. 4'-8 `u C 0. BATH ti ? CLG. cv D Q 5'-8" � _� dr 2'-4" V. C. BDR UP/ V -8" CLG. � WH. BOLLARD AS REQ. PER 5LDG. CODE �a m ROOM -10" W-W CLG. �I �a 0" I6 &' 2 LIVING ROOM 8'-8" CLG. N 4' -8" a) N V. V. _— — — — — b36 I KITCHEN 1 8'-8" CLG. 1 F--- I Ol RE -54 8 sN' 1� IsY I IOa r— CLG. I 3'-�^ b36 RANGE _ ct� PAN. 8'-a" CLG r IL ?� ARC4_4 V _ FU O 7 1 3-SH U � LI) v.l 1 3'-4" 1ICI I C. I I rR A /fi�y�l �I n@-: rt u r z2"x64° — I �G ACE55 _ J GAS 16'-O" 21'-4" zi 8 Q 1i L co �11 a UI rI 2'-011 W-all cLG. 3068 W/ 36"XIO" TRANS. ENTRY R 2'-8" 6 3'-10" 1, 4'-0" 4' -4" BDRM.#3 m cz m 11'-0" BDRM•#2 8'-8" CLG. DR a IN -a" AFF. LD (2) 3052-SH EGRESS 10'-0" 14'-0" I! � MBAR�1/2�� SCALE PLAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VEERIPY CONDENSER PAD LOCATION WITH SITE PLAN. - PROM' DOOR ASSEMBLY TO 5E THERMA-TRU 1=I5ERSLASS DOOR W/ TRANSOM (SINGLE ASSEMDLY) - 20 MIN. FIRE RATED DOOR PROM GARAGE: TO RESIDENCE TO 5E EQUIPPED W/ SELF -CLOSING: DEVICE (R302.5.1) P5CR 5TH ED. (2014). A R C H I T E C T S Design Group-inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h U w ti a w A F Q ti sysaiv'. ao LOT: CREEKSIDE LOT #7 PROJECT* 04321.000 MODICIA 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: FLOOR PLAN t60 MPH EXP. C ARCHITECT - STATE OF FLORIDA pt FDKINT A11/10/17 BCALIE- 1/4 REAR ELEVATION TEXTURED FINISH 6 � I I�6 BRG. HGT. — — 11E WA3 TYP. AB r 0'-0" PIN. FLR — — OPF RIDGE VENT 8'-8" t3RG HCs� 0'-O" FIN. PLR OFF RIDGE VENT FYt=ON LV12X24 OR EQUIVALENT EQ- 12 6� EQ. E Q. co SHINGLE: ROOF EQ. FYfi'ON 5KTIIXI-t OR EQUIVALENT 1r� p �--_-__- - IIII ■■ ■= IIII =ON . �_ �!�I ICI �I �I -- ■■ ■ -EQUIVALENT - ' - . -,T. C:OACHIIII I�i LIGHT 4' RAISED riII IIII _. OFF RIDGE VENT — �" K — — — ELEVATION TEXTURED FINISH RIG11T TEXTURED FINISH OF- RIDGE VENT ELEVATION 12 6 �: III \IMsvi0I1� 0 TEXTURED FINISH NOTE: UJALL FENESTRATION PLASHING AS PER F5GR R-103.8.1 12 �6 MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. N ET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1176 IN UPPER PORTION OF ATTIC = 588 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 5.11 TOTAL# OF VENTS PROVI DED = 6 SOFFIT VENTILATION AREA 7 SQ. IN. PER U N EAR FT (net f ree area) LINEAR FEET OF SOFFIT REQUIRI 84,00 1_011 _0II it WA TYP. 14B WA3 ciJ t— I OiLO,-off FIN. FLR I� I � ro I _A N N ]LOUVER DETAIL SGALE: I/2" = I'-0" A R C H I T E C T S 6 Design Group ��<. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W w U 0 w q E ,E tmDIV. de LOT: CREEKSIDE LOT #7 PitOJECT# 04321.000 �coaEL: 4EBB "1828—CALI" GARAGE OWDCG: LEFT PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA X/40]v3 2 J7 / nRINT p11/10/17 8CALE: 1/4"=1'-0" 8*1ZET 3� 511 5J3 5J5 14 Ift II II II c�> EJi - DETAL-20 5JIA Im.IwC5310 (2) 2XI2 5M. TO &X& f=OST (2) MSTA-24 E (1) HT5-16 POST TO SLA5 A5U66 (TYf=. 2) jr2) 2x12 6MN SqA 4 EJI3A _ I 2Ci M I r XI tU —�^I ! oC7 I( C71(1 II IIj<c�� II V4 I EJ-tA f(l � II II EJi A — DETAL-20� A14Cs T _ I I I I I I I 3'-0° 3'-O' 3'-0' I. 3'-0" 3'-0"-0 � 3' a" IX4 DIACs. STM. CHORD BRACM, TYP. FRAMING PLAN CAA 6/15/14 AIA 0" I, 5JI 5J3 -CsA51-E END 5RACINC�s SEE OTL. '4' &- EET 02 ARCHITECTS DesirnGrou I. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w w U w 4 a Q F A 2 ®VHDIV. da LOT: CREEKSIDE LOT #7 PROXMCT# 04321.000 MODEU 4EBB "1828—CALI" GARAGE BVMG: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C 0)1 ARCHITECT STATE OF FLOPoDA � a 11 10 17 DATE: i SCALE: 1/4"=1'-0" 1 H E D� T L ��j ,'1 CONTROL DATE: 01-05-17 IllIJ IIIIILII 'tlllJl �IIlr1/ CONNECTOR SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 HTA 16-18 1625 (13) 10d x 1 1/2' I -PLY, (6) 16d 2-PLY, (USP: (10) 10d X 1 1/2' - NO 16d OPTION) (2) META-16 1985 (2) HTA 16-18 2800 (10) 10d x 1 1/2" I -PLY, (USP: (10) 10d x 1 1/2') 2575 (14) 16d 2-PLY (USP: NO 16d OPTION) HETA-16 1810 HTA 16 1870 (5) 10d x 1 1/2" I -PLY, (5) 16d 2-PLY USP: (10) 10d x 1 1/2", NO 16d OPTION META-20 1810 HTA 20 1870 (S) 10d x 1 1/2' 1-PLY, (8) 16d 2-PLY USP: (10) 10d x 1 1/2", NO 16d OPTION � Z 0 C2) I-20-20 2035 (2) HTA-20 3230 (10) 10d x 1 1/2" I -PLY USP: (10) 10d x 1 1/2" 2500 (12) 16d 2-PLY CUSP: NO 1(wd OPTION) LGT-2 2150 LUGT-2 1550 (7) - 1/4" x 2 1/4" TITEN, 2 (USP: BLK (5) 1/4' WB, WOOD (1(p) 10d V) DETAL-20 24W DHTA-20 2430 (IS) - 10d x 1 1/2, 1 PLY MGT + 3965 MUGT 4115 (1) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (22) 10d TO WOOD (USP: (28) 10d TO WOOD) HGT-2 + 10980 HUGT-2 9790 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 106 TO WOOD (USP: WOOD (8) 10d) HGT-3 + 10530 44UGT-3 9860 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (13) 10d) LGT3-SP82B 3285 LUGT-3 3525 02) SDS 1/4"x3' TO GIRDER (4) 3/8' x 5" TITEN HD TO WALL (USP: CONC. (4) 3/8' X 5" WEDGE BOLT, WOOD (12) W825) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 15I0 00) 106 x 1-1/2' CUSP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT lU 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (16)-SpS 1/4'X3" TO WOOD (2) VGT lift NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (32)-5D5 1/4'X3' / 2 PLY V) 12 < I— V) MTS-12 1000 MTW 12 1195 (14) 106 x 1 1/2' (USP: (14) 106 x 11/2', (14) 10d) 14TS-I6 1150 HTW 16 1260 (16) 10d x 1 1/2' (USP: (I6) 10d x 1 1/2', (16) 10d) HTS-20 1450 HTW 20 1530 (24) 10d x 1 1/2' CUSP: (24) 10d x 1 1/2', (20) 10d) HTS-24 1450 HTW 24 1530 (24) 10d x 1 1/2' (USP: (24) 10d x 1 1/2", (20) 10d) LSTA-12 ++ 925 LSTA 12 930 (10) 10d USP: (10) 10d LSTA-18 ++ 1235 LSTA 18 1235 (14) 10d USP: (14) 10d MSTA-18 ++ 1315 MSTA-18 1310 (14) 10d USP: (14) 10d MSTA-24 ++ 1640 MSTA-24 1640 (10) 10d USP: (IS) 10d M5TA-30 ++ 2050 MSTA-30 2065 (22) IOd USP: (22) 10d MSTA-36 ++ 2050 M5TA-36 2065 (26) 10d USP: (26) 10d MSTI-36 3800 KSTI 236 3890 (36) 10d x 1 1/2" USP: (36) 10d x 1 1/2" MSTI-48 5065 KTSI 248 5140 (48) 10d x 1 1/2" USP: (48) 10d x 1 1/2" H6 950 LFTA 6 1210 (a) Sd TO PLATES, (8) Sd TO STUDS CUSP: (I6) Sd x 1 1/2', (16) 86) 51=4 885 SPT 4 946 (6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 1 1/2" TO STUDS A34 395 MP 34 380 (4) Sd x 1 1/2' TO BEAM, (4) Sd x 1 1/2' TO POST. USP: (4) 86 x 1 1/2" TO BEAM, (4) 8d x 1 1/2" TO POST, HCP2 645 HHCP 2 S00 (12) 10d x 1 1/2' USP: (10) 10d x 1 1/2" TO TRUSS, (10) 10d X 1 1/2" TO PLATE PICA 1140 RT 16A 13W (IS) 10d x 1 1/2' USP: (9) 10d x 1 1/2" TO TRUSS, (8) 10d X 1 1/2" TO PLATE VGT 4 HDU4 4940 PHD 4A 5215 06)-SpS 1/4"x3' TO WOOD, (10)-SpS 1/4'x2 1/2' W/ THREADEP ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. 'I" EMBED SET IN HIGH STRENGTH EPDXY, (10) W93 WOOD SCREWS VGT 4 HD715 4940 TDX 10 10140 (16)-SDS 1/4'x3' TO WOOD, (W-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WA5HER/2PLY USP: 7/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS N 0 _ 0 Z .Q ABU 44Z 2200 6665 12000 PAU 44 2535 6775 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7 5M55D.) IN CONG., (12) 16d TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 PAU 66 2380 16005 (I) 5/8' A.T.R IN HIGH STRENGTH EPDXY, (MIN.'i' EMBED.) IN GONG., (12)16d TO WOOD USP: SAME AS SIMPSON LTTIC3 +++ 1340 LTS 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD USP: SAME AS SIMPSON LTT2013 +++ 1500 LTS 208 1105 (1) 1/2" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN GONG., (10)10d TO WOOD USP: 3/4' ATR MIN 7' EM15ED SET IN HIGH STRENGTH EPDXY, (10) 10d, (10) 10d x 1 1/2", 2-1/2" HTT4 ¢¢r�r� HTT45 4160 (1) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 7' EMBED) IN GONG., (IS) SD010 X 1 1/2' CUSP: (20) 16d X 2-1/2') USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10d x 1-I/2', (20) 16d x 2 1/2' HTT5 5090 HTT45 5005 (1) 5/8' A.T.R IN HIGH STRENGTH EPDXY (MIN. 7' EMBED) IN GONG, (26) *d X 2 1/2" (USP: (20) 166 X 2-1/2"J USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2', (20) 16d x 2 1/2' HHDQII-SDS 2 5+ 11010 UPHO 11 14395 (U I' AT.R IN HIGH STRENGTH EPDXY, (MIN. I0' EMBED.) IN CONC., (24) SDSY4' x * WOOD SOWS (USP: (24) W53 WOOD SCREWS) Hp7B 6645 TDX 10 10140 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (3) 3/4" STUD BOLTS TO WOOD (USP: (4) 7/8' BOLTS) N �<14) W MBHA 3.56/11.25 3415 5330 2660 IFLR) NFM35XI2U 2580 1130 SIMPSON: (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN CP9.U. TOP, (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, 118X001 TO BEAM USP: (1) 1/2' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5" EMBED DEPTH INSTALLED IN THE FACE. 10d AT JOIST HUSG412 (WOOD) 3635 4US412IF 3060 2710 (FLR) (10) 16d TO HEADER (I0) 16d TO WOOD USP: SAME AS SIMPSON 3265 !ROOF) 3325 !ROOF) Z Q = HUG410 (CMU) Iwo 4920 5085 HD410 IF 1305 5000 (18) 1/4' x 2-3/4' TITEN 09 PER FLANGE) TO CMU, (10) 106 TO WOOD: CUSP: (18) 1/4' x 3' W83 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD HUG210-2 (CMU) 1800 Hp210-21F 1305 5000 (18) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (I8) 1/4' x 3' WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD HUC210-3 (CMU) 1800 5085 5595 HD210-31F 1305 5000 (18) 1/4' x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: (USP: (l8) l/4' x 3' WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) I0d TO WOOD LGUM26-2-5D5 1430 LGUM26-2 2125 6065 (4) 3/8" x 4' TITEN HD ANCHORS (2 PER FLANGE) TO GMU, (4) 1/4' X 2 1/2' SpS SCREWS TO WOOD, USP (4) 3/8' X 4' HEDGE BOLT+t WS3 WOODSCREWS HIGH STRENGTH EPDXY = SIMPSON 'SET Eh OXY-TIE". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHEN ANCHOR EMBEDMENT IS GREATER THAN l' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 1 I/V NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 13E 7" LL.I I— 0 A.T.R. - A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-545-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 DBL 2 D13L 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-4' 5'-4' TO T-0" 11-0" TO 10"-0' 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE: CLEAR SPAN D5L 2 DeL 2 DBL 2 DRL 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO 8"-0' 8'-0' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-O' TO 81-0" UN.O. 4'-II I/2" '1'-II 1/2" AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS 2 AT EACH END OF HEADER I 3 2 x 12 ("2 SYP) 7/16' OSB NAIL (3) 12d 6 6"-8" O.C. TYP. 2x12 BM./HDR. 1. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: # TRUSS TO MASONRY/CONCRETE SHALL BE META-16 * FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. # TRU55 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/3-10d GUN NAILS OR 3-126 HAND DRIVES .8 EA. END. CUT PITCH 4 BEVEL TO FIT TIGHT TO TRU55 AS PER APA REQUIREMENTS. 'I.EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. &PROVIDE DRAFT STOPPING IN FLOOR TRU55ES AS REQUIRED FOR MAX 1000 5F. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. 9.REFER TO DETAIL 5 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS 4 DETAILS. A RCHITECTS .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W W U W 0 w A ®LTHDIY. CREEKSIDE LOT #7 :Q PROJECT* 04321.000 MODEL: 4EBB "1828-CALI" GARAGE DIrMWG: LEFT PAGE: CONNECTOR SCHEDULE 160 MPH EXP. C ARCHrrECT: STATE Cr- FLORIDA ;;J`d 0 PRINT DATE: 11 /10 /17 8CALE: 1 /4"=1' — 0" !!HEETT�IjII- II + ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SII.51.E POLE Ili OUTLET 110V OUTLET 1/2CP OUTLET WIRED 4!)ro swi iiov OUTLET ECUIPED W/GRND FALL j NTEI01PrER fra'IPER G AIAtd T T ) 220V OUTLET 1(4) WIRE CONNECTION I OUTLET I ININ mDpTER T rA � SWITCH I 3-WAY OMR ZV4 SWITCH 4-1OPER WALL MOUNTED LIGHT CEILING LIGHT & VP I LIAP0111 PROCF I CO), RECESSED CAN WALL SCONCE �- PRE -WIRED VENT. PAN 10" PER Sa PT. IN I W/LIGN � I I GH"I PER So. Pr. I FlXTU ISFEC'S TBD BY d w ne-, 2-5UL5 WRAP AROUND = d I T FLUORESCENT _ _ _ =( 14' FLUORESCENT I I 4' TRACK LIGHT METER �. Cj' „r). SATT. BACK-UP SMOKE DETEC;tOR w/ HARDWIRE WALL MOUNTED i BACK-UP B.D. Si DETI=CTOR W/ HARDWIRE CARBOY MONOXI INTER-COWJEGtEP 8/CO SMOKE DET'EGTOR coli SHALL 68 A DISTANC CP NOT LESS THEN 4' PENDANT LIGHT NATURAL GAS CUTLETH> TEL EP-IONE JACK WATER ER �I�--�I�,�J�' �I� DISGONNECt_._..1 'OBE ELEVATED 1 I' -""I I I DISCONNECT TV. I I TELEVISION JACK vc wrr� O J_SOX AC:CORDANC MARKED AS TO BE SUPPORTED IN CEILING FAN/LI&4t ACC4MANCE W/ BOX MARKED AS SUCH FOR FLOOD LIGHT 7 AD R1T7 I I P.B. I PUSP-BUTTON I FOR CHIMES I 11«U-ram:: LOCATION OF TV JACKS t PHONE OUTLETS FANS TO BE VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTEFd'1ITTENT PER ELECTRICAL PROVISIONS OF SECTION M15i F5CR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL 5E NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F5CR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH ED (2014). ALL LAMPS SHALL 5E SELECTED BY METER FIELD VERIFY LOC. OPT. COACH LIGHT ------------------------'i WP Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3-#2/0 Cu THWN & 1-#6 Cu (G) in 2" C. OR 344/0 AL THWN & 1- #6 Cu (G) IN 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #8 2 35 A/C C.U.-1 5664 1 2 Space N.0 3 4 Space #12 1 20 Exterior Receptacle GFI 1200 5 6 Space Space 7 8 Space PANEL - A PANEL: 40 crt. breaker VOLTAGE: 1201240 V -1 Ph MAIN: 150 Amp M.L.O FEEDER: 3- #2/0 Cu THWN & 146 Cu (G) in 2" C. OR 344/0 AL THWN & 1- #6 Cu (G) IN 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #6 2 60 AHU-1 (Heater 10 KVA at 65%) 4750 1 2 Space 3 4 Space #6 1 50 Range 4500 5 6 2250 Water Heater GFI 25 1 #10 #6 1 50 Range 4500 7 8 2250 Water Heater GFI 25 1 #10 #10 1 30 Dryer GFI 2500 9 10 1200 Washer GFI 20 1 #12 #10 1 30 Dryer GFI 2500 11 12 1500 Laundry AFCI 20 1 #12 #12 1 20 Garage Lights and Recepticles/ GFI 900 13 14 1200 Dishwasher GFI 20 1 #12 #12 1 20 Disposal GFI 500 15 16 1200 Refrigerator 20 1 #12 #12 1 20 Smoke Carbon Monox./AFC] 900 17 18 1500 Exhaust Hood Micro 20 1 #12 #12 1 20 Kitchen Reop/ GFI 900 19 20 900 Kitchen Recp/ AFCI 20 1 #12 #12 1 20 Breakfast Room/AFCI 900 21 22 900 Toilet Room Recepricles / GFI 20 1 #12 #12 1 20 Dining Room /AFCI 900 23 24 900 Owners Suite Lights and Recept,/' AFCI 15 1 #12 #12 1 20 Toilet Room Recepricles / GFI 900 25 26 900 BDRM#3 Lights and Recpt/AFCI 15 1 #14 #14 1 15 BDRM #2/Lofts Lights and Recpt/AFCI 900 27 28 2640 Irrigation Controls 15 1 #14 #14 1 15 General Lights and Recpt/AFCI 900 29 30 900 General Ligths and Recpt./AFCI 15 1 #14 #14 1 Space 31 32 Space Spare 33 34 Space Space 35 36 Space Space 37 38 Space Space 39 40 Space Load subject to demand factor calculations / line 27650 18240 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 45890 First 10000watts at 100% 10000 Remaining watts at 40% 14356 Total A/C load 4750 Future Growth = 10% 2910.6 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 29106 Total Amps watts / 240 VOItS 121.3 General Lighting & Receptacle Load Total A/C Square Feet 1672 General Lts & Rec 3 W / Sq. Ft. 5016 Hi -Hats 0 at 65W/Li ht at 100% 0 Total General Lights & Rec (Watts) 5016 Ckts# I watts/ckt I Total watts General Lts & Rec Pane] A 121 4181 5016 1F20 At -*I= ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROV15IONS OF THE F5CR 5TH EDITION (2014) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER ' f p E PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2'' DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 510. PROVIDE 302/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT 0 OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 50NDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT 1 PHASE MLO PANEL CCALE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION 12914), 5/8'' DIA X 8 FT LONG COPPER CLAD GROUND ROD ARCHITECTS i1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F N v W 0 a a U r A E41 'V F stmDIV. ac LOT: CREEKSIDE LOT #7 PR.OdECT# 04321.000 MODELe 4EBB "1828—CALI' GARAGE 9WMG: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP. C D 11/10/17 BCALE: 1/4 #'=f— 0" 8HEET OWNER'S SUITE 10x6 1-75 cP LANAI 9 DINING (I2 12XI2 ROOM 10X6 F /1 120 crM 10 8X� �5 GPM oO BATH 10X6 15 CPM BDRDM. #44/ 6 EN 12) PA TP ' 16 22 SX4 4' h 45 cPM W.I.C. I — — 1V GFM L — 8X4 4� GP I I L - - J WON Oo r -I I I L -1 4" GARAGE EN 10X6 120 CPM LIVING ROOM 10X6 120 GPM I KITCHEN IL j IILL 12A , tMA r A I LOUVER MPLANTATION I80-04 2'8' BDRM.#3 MAX AIR 10X6 584.15 CPM 75 GPM II 5" lm 10X6 '15 GPM ® 5X4 O �=m 12X8 BAH 2 PASS TI-4RU 751c0PXM FOYER BDRM.#2 CALI EQUIPMENT SC�4EDULE 3 TONS MFG CARRIER CU 251-45C536A — — — A 4U Fv4CN5006 — — — HEAT 5KW SEER 15.5 SEER ENTRY 1 TOTAL GAP 35400 ELECTRIC 208/230/II-4P 1 5RKR CU 35 AHU 35 - — — — — 1 FV= LINES 3/4" 6 3/8" h w w w 0 U h W A E Er ®VHDIV. de LOT: CREEKSIDE LOT #7 P1iOJECT# 04321.000 MODEL: 4EBB 1828- CALI" GARAGE OWING: LEFT PAGE: H VAC PLAN 160 MPH EXP. C pp 11/10/17 SCALE: 1/4"=1' — 0" OIMMCT Cl/ b REBdJ! YERTIGAL _Y W/ CONS. POUR CELL STWO 16' O.G. MAX SEE ENERGY GORE FORMS FOR MSLILATION R-VALUES SECURE BOTTGIM t0 S z SIMPSON IlP4 2' TEXTLk�EP FINISH t141 2 PSI 2S DAYS a SECURE sr. rE r sL a S' GI'iWl SECURE BT TO IOd INFOI�ED W/ '? SE e . A T LAB W/ i' ArIc4IOR T 7' M NA 2' AX 6 6 - WIAAIA4 WWM. i� IR' GYP. ILL. Do. T WASHER 7' MIN. 32, OG AX I" NO61NCx 10" IN OG MAX WOOD E+d.BE ° ff4'2 V4' NG. REINFORCED W/ b'Xi' _ 9N r A ILIIIF OR FIBERME&4 ON 4' CONC. REINFORCEp W/ 6X6' W 4XWL4 4' CONC. IENFORCED W/ 6'X6' WIAXIII44 CONS. WMFORCEP W/ 6'Ab'WIAXWIA. VAPOR RETARDER ON WLF OR FIBERI'l ON 6-MIL. VAPOR WWF OR MISS E8F4 ON 6-MIL. VAPOR OR FIDEM M 814 ON 6-MIL. VAPOR IY`0-COMPACTED CLEAN FILL. z_ RETARDER ON WELL-OOMPAGTED GLEAN - RETARDER GN LLl=1.L-COMPACTED CLEIW TARDER ON LLELL-COMPACTED CLE � a". I'-0' a' a I' - 0L. tERMITE "QrATMENTTO BEw ITE TREATMENT TO BE F (9 ,5 MBAR aN CHAIRS FRA) P'l RA-OAM APPLIED At FRA"IING.z zl21 9 MBAR CN CHAIRS 4'FILL. tERTTItE 1}IEATME'Nt TO BE +S REBAR ON CHAIRS °-CAII� APPLIED AT FRAMING. ILL tERMITE TREA'11MEN7 t0 BEty DORA-GAIN APPLIED A7 FRAMING. U ET O' MIN. OW GRADE + > REAR ON CHAIRS 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING L W/ BLOCK WALL �1 AT L.B.W. (W/ UPLIFT) �� AT L. B. W. AT L.B.W. (W/ NO —UPLIFT) 3 STAIR DETAIL �� A NOT USED 1 SCALE. IR'.I'-0' (v SCALE, I!/':I'-0' �' SCALE: 1/2'=I'-0' �� -!� SCALE, 1/2'•I'-®' SCALE, I'.I'-®' ��4' CONS. REUF. W/ 6'rt6' WIAXWIAO WUi ON _ ° .... . 6-MIL POLY ETHYLENE VAPOR RETARDER 4' GONG. WINK W/ 6'x6' Al ULM STUPS 16' O.C. MAX 4" ON ATMEN SHALL ISE CLEAN FILL TER'UTE �' ON 6-MIL POLY ETHYLENE VAPOR STUDS 16, O.G. MAX 8„ TREATMENT SHALL BE BORA-CARE RETARDER ON WELL -COMPACTED CLEAN !V'b REBAR ON CHAIRS 4' 4" FILL TERMITE TREATMENT SHALL BE SECURE BOTTOM PLATE' STUD W/ SECURE BOTTOM PLATE TO STUD ' GAS SECURE P.T. IL PLATE 70 W/ BORA-CARE SIMPSON SP4 +37' O.C. MAX /(\/�\j SIMFSON 6P4 692' OG. MAX 1 VARIES WITH SLOPE r(\/'�\' MASONRY NAIL 32. O 4 THICKEN EDGE GARAGE STEP— UP HEIGHT OF GARAGE SECURE BT. PLATE TO 6LAB x8' Y } E,GHT OF 6ARAC,E 9EcuRE Br. PLATE ro 9 YYY SE BT, p 9�/ 10d VARIES WITH SLOPE ANCHOR BOLT W/ 2' Y'" ANCHOR BOLT W/ Y R lG .GjC1RA7Jt( X 5 NON —BEARING VARIES W7H SLOPE N MIN. � 92' OC MAX MIN. = 32' OC MAX m M -® Iu 'EPDXY NOT 14EGUI E 'EPDXY NOT I ION w ° 4 BOLTS d BOLTS a w ZAI M . W/ b'x6' WIAXWA0 UIM ON Y ETHYLENE VAPOR KILL TER"II TREATMENT LSHAL RECLEAN ro ° D W/ 6'Xb' WL4XWIA ° • ° n .. .: ° ° ° ° as .. ° BORA-GARE L O _ f 8H CN 6-MIL VAPOR w 4' GONG. MEW -OWED W/ 6'X6' WAm1IlA 4' CONS. REINFORCED W/ 6'X6' WIAXWIA 4' CONC, REINFOICED W/ 6'X6' W 4XWL4 a ITS UEATMENT TO IR CLEAN > 4' CONS. l A0 WWM ON > RE OR rIMER ON WEH - MMIL. VAPOR ° RETAI�ERR ON ELL -COMPACTED CLEAN RETARDER ON U.EL-COMPAl GLEAN z V (2) OS REBAR ON C44AIRS .a e p 6-MIL. VAPOR UJILIF OR PIMERM15614 ON 6-MIL. VAPOR FILL. CARE APPLIED AT FRAMNG. Q 6-MIL H D F°OR 1�iEt tA1mER r0 ,4' _0^ F�ATERMITE TR A - TPA BE CLEAN T W FIILL.BORTr ARE TREATMEAPPLIEDNT � � 4" I' 0" a" FILL TERMITE 1111EATMENt TO BE L z_ a�^\ ° . 8H E DORA-CARE O fTB J 9 MBAR ON APPLIED IRS AT MRAMIN&D 4 a z 0 a 4 4 !31'5 IEB.QR ON CHAIRS ) I'-8' (2) IS, At RFAhIING. 8' (2) 9 REBAR ON CHAIRS V GH �►.,/ REB ON CHAIRS m - z w 4, 4, 3' MIN. ? W �vER �' GARAGE STEP—UP 1—STORY FOOTING AGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. 4A AT FRONT PORCHES N—BEARING 6 L.B.W. W UPLIFT @Yg:7SCAoLEM1,T_1l_oiSTL B.W. W/ UPLIFT 68 L.B.W. W/NO UPLIFT WNO UPLIFT EXTENDED STEP ''� �'' ®' SCALE: 1/2'=r-m' WEXTENDED FOOTING LE, 'BTBMwAI.L TO OE MIN. 9 GOIJRBE6 SCALE: GRADE RECESS FOR BEGURE P.T. BT. PLATE TO a °a . a m 6AMABE POOR V2'X'S' ANCHOR BOLT W/ 1 41E 'I• EMBED. MIN. 32' \Yj lU 4i FEBAR VERTICALLY W/ CONC. (U wb IEBAR VERTICALLY 41 ' WL4XIIII.dO WIM :, POURED CELL W/ CONC. POURED CELL 7^ O -MIL ETHYLENE VAPOR SECURE P.T. BT. PLATE TO BLAB W/ S, cm CL DELL -COMPACTED .4. INF. W/ 6'x6' WL4XIUI.4O WIM ON VJ'XS' ANCHOR BOLL W/ 2' W4yrNER� S' GMN w CLE F TERC'TITE TREATMENT 54M1L.L EMBED. MII'L 32' ac MAX 1\Y\, ° ° 4 OPTIONAL USE CONCI:ETE a 21- 4 4" -9 REBAR ON CHHAIRS z L a NOTEe OPTIGNAL m O 8" 6-MIL POLY ETHYLENE VAPOR RETARDER ON TREATMENT &-TALL BE BORA-CARE w �I, q TREATENT&WALL CLEAN FILLTERMITE 4 '4 a GCTd i' W/ 6'xb' WI.4XWA0 W1M WALLS 70 BE DETERMINED BY BUILLDER I WON. > b-FII POLYETHYLENEVAPOR 6TOP C CRETE PAD � BUILDER BT DINSIONL STUCCO (V 9 REBAR ON OHAIRS w ER ON WELL-GOMPAC'tEp CLEAN S a a FILL TERMITE TR=ATMIE SHALL BE STOP t B 9 11 GARAGE DOOR FOOTING I . W/ 'xi' WIA)QIA.40 WUM : 1 '•I'-®' ° ° -MIL L HYLENE VAPOR ° /t° ° DORA-CARE m CURB HEK•F4T VARIES w w o- 8CAL6 RE ON WELL -COMPACTED CLEAN !'k I - FILL TREATMENT SHALL BE w O g- . ° w (3) 9 1EBAR ON CHAIRS > z E I > E . ...- '.. BORA-CARE ' ° z e^ 4, , E . m ` . e CONS. REINFORCED W/ b'X6' WIAXWIA P RECESS FOR a 3' _. vARIE3 °' m O e Will OR KIBERMESH ON 6-MIL. VAPOR S6D TR,gdC 3 z V (2) 5 REBAR ON C44AIRS -0 ro 0 WIP ON FIBERNEON / VX6VAI°IOR .4 _ RETARDER ON WELL-GCMPACTYD CLEAN m FINISH FLOOR (Il w _ • e, ° FILL. TERMITE 1'F£AT1`IENT TO BE O , z a' 4 • FILL. APPLIEDCATPFRA*II AP -GMT APPLIED AT E > ++� . .Il ON O 4 GARAGE STEP—UP � — > ° 2—STORY L.B.W. q � m^ 4" (2) 0S IEBAR ON CHAIRS _ e" 0 WDA R ON cHAIRS ° GARAGE STEP—UP EXTENDED FOOTING 1—STORY L.B.W. SCALE: m ° \ — UPLIFT 1—STORY FOOTING 2—STORY FOOTING &E�X�TENDED FOOTING EXIENDEDSLABII/)' CU-10HE S 8 AT GARAGE A AT GARAGE 10 SLAB AT S.G.D. 2SHOWER RECESS POOREREo IR' DR ' lJ SCALE: 1/2'=1'-D' SCALE, I'=1'-0•ALE: =1'-0' SCALE: I'.I'-0, z= f1)10, REBAR VERTICALLY UV GONG. E . PCUREP CELL ro OONC. WINK W/ 6'x6' WL4XWIA0 WLM am ON 6-MIL POLY ETHYLENE VAPOR INWLATELN R-VALUEl GOPE lS FOR - ° Iw TARDER ON DELL -COMPACTED CLEAN FILL TEYO'IITE TREATMENT SHALL BE tEXTUIP.ED FNISH BO ,A_CAft S' crnL z (2) Mb MBAR ON C -4AIRb z IA' GDP. WL BP. AB AT GARAGE GROUTED F.X2IND BEAM H 4 Y WOOD BASE /* VARIES PER ELEv. 7 SERVICE DOOR TOH�'� — _ yyy"' SCALE, / .I'- B' FIN. R.R. Il W/ 10' HOOK L TO HORIZONTAL BAR ° a GROUTED BOND BEAM C °. ° PEBAIR W/ b' HOOK' NOT USED �LLK ° VARIES PER ELEv. - VARIES PER ELEV. z w oP ..I�. a 4' . REINWIll W/ 6'Xb' 14 a a WI A W)F OR F19ERMESH ON L 6-MIL, VAPOR RETARDER ON ° - GROUTED BOND BEAM O ILELL-COMPACTED CLEAN FILL. �y NOT USED TERMITE TREATMENT TO ISE POURED L .! ) • BOIiA-CARE APPLIED AT S' cm ED L _ LANE00 6' PVC CHASE THRU FOOTING z g" (3) b REBAR ON CHAIRD 2X WALL B CM) °a Z (4))§ lT' ANCHOR sol m C4))4'XY' �14' DRYWALL ° J-BOLTS MN S' fiMBEEDI'l W(2'X2'XI/S' I -STORY WASHER AND NUT SPACED EVENED FROM !WOOD BASE !2) T }EBAR ON CHAIRS LOOM TO BOND BEAM. SET IN JOINTS / f91 �S REBAR ON CHAIRS 2—STORY FOOTING PRIOR 70rILLNG.(SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RE7IBCFIT) °° ° 13 W/ BLOCK WALLQT./INT. FRAME WALL TO SCALE= In"=P-O' 15 BLOCK WALL CONNECTION FOURMILLLR VE lTICALLY W/CONc. SCALE: I/!'.P_E' SEE ENERGY CODE PORMS FOR a " INSULATION R-vALUEb a S, CMU a q. CLEANOW)t RAMMED �,i a ° CLEANO)T P94IWRW 16 GAS LINE THRU BLOCK 1/2' GYP. ILL.50• FOR "B G71ON FOR ACTION WOOD BASE E - °. '.ol° i ..I.o r�J NOT USED a W w 4' 6-MILTPOLY wf 6'xb' E VAPOR WUIM - z ( z ON 6=MIL POLY ETHYLENE VAPOR 1° RETARDER E T W ATMrN &HALL D CLEAN 0'-0' FIN FLR KILL 1ERMITE TREATMENT SHALL BE (1)9 REDAR SET IN SIMPSON 4NG41 °' ` - s.. '- '° ° °a o a TO HORIZONTAL ° °a °: TO HORIZONTALREBAR z STI7ETNl.'NH EPDXY 6' EMBED. MIN I . (2) b MBAR • I -STORY O BORA- FE a _ TIREBAR uV W' HOOK ° L ° (3) 9 REBAR • 2-STORY ° I'iEWSAR W/ 10' 410015 a -ac OUTSIDE MBAR t0 BE ro ° ° GONrNUOUS - b' PVC cd+.46E Y1-Ile1 FooTING E pp i 4' GONG, IEIN R W/ 6'xb' WIAXWL40 f U "S Y£IFT. DOWEL a.. VAPOR R RETARDER POLO ETHYLENE - e LAPPED W/ BOND BEAM ° VAPOR RETARDER L ° - !V'7 R AIP M N. GOBNERS E (2) 15 Y WELL -COMPACTED CLEANFILL - W/26'LAP MIN. O a - 4 (2)T REBAR ON CHAIRS HORIZONTAL/VERTICAL 7E70'I17'!= tREAtNTETtt SHALL B7= ° - , _4 2-STORY 130RA-CAI )'-I'MIN.LAP /I- (3) to IEBAR ON CHAIRS HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR PIPE THROUGH Kl REINFORCING 1—STORY FOOTING%��EARING CHANGE 1J SCALE-."=)'"-O� \ 1' / CIE °='T0' OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP B BCALE,IR'=1' W/ BLOCK WALL C AT LINTEL CORNERS `�D�---a—x�r�:,'�� ALL EXr'ERIOR F'007E;RS Ar F'I1`%;1SI—I SL `S rrO BE MIN. 12" BEL " UT%T1DISTU1=;z1REID SOIL CONTROL DATE: 07/01/15 T 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y w r U W t O 0. �i VEn W Q F A ti stmDrv. de LOT: CREEKSIDE LOT #7 PR.OJMCT# 04321.000 MODEL: 4EBB "1828-CALI" GARAGE OWMG: LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA C p DptxmT A 11/10/17 8CALE: 1/4 I*=1' — 0" D 1 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE "X" BRACING IS PRESENT I'30 FELT PAPER INSTALLED PER FBCR R9052-1 ON a', O.S.B. V FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR }" GDX FIBERGLASS SHINGLES OVER 030 FELT PAPER AT FIRST FIVE BAYS 4'-0" O.G. PRE -ENO GABLE TRUSS OVER 030 FELT PAPER INSTALLED PER FBGR (AT SHEATHING SEAMS) pLYFASTENER SCHEDULE o CONT. 2x4 RAT RUN SECURED W/ INSTALLED PER FBCR RS0521 ON a" O.S.B. TYP. (2) 12d'e a EACH TRUSS RCJ052.1 ON all O.S.B. SHEATHING OR i' CDX TO BE INSTALLED 0 MID. POINT SHEATHING OR I" GDX PLYWOOD FASTENESECURED R SCHEDULE MTL. DRIP EDGE y`�` SPAN, OR 10'-0" O.C. PLYWOOD SECURED STIFFBACK At ALL UPRIGHTS PER FASTENER OVER 4'-10" HIGH (SEE SEALED 2x4 OR 2x6 FASCIA PER SCHEDULE ENG. FOR SIZE AND CONDITION) ELEVATIONS SEE ENEi'2GsY CODE FORMS FOR INSULATION R-VALUES 11-011 VENTED ALUM. SOFFIT " MtL. DRIP EDGE fiY�. PRE -ENO WGYPSUM BOARD OR }" HIGH D. TRUSS 24" O.G. STIFFBAGK At ALL STRENGTH CLG. BOARD SEE ENERGY CODE FORMS FOR °W MAX. UPRIGHTS OVER 4'-10° PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER HIGH (SEE SEALED ENG. ELEVATIONS MtL. DRIP EDGE J" GYPSUM BOARD OR J" HIGH CONT. 2x4 RAT RUN SECURED W/ FOR SIZE CONDITION.), 2x4 NAILER STRENGTH CLG. BOARD VENTED ALUM. SOFFIT .S.B. SHEATHING OR (2) 12d s a EACH TRUSS O � ' GDX � 2x4 * 24" O.C. a INTERIOR KNEE 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD. ATTACHED PER WALL ELEVATIONS CONC. FILLED LINTEL BLK W/ (U WEEP SCREED SEE ENERGY GODS FORMS FOR FASTENER SCHEDULE ON SHEET D2 5 REBAR CONTINUOUS INSULATION R-VALUES OR -1/16" ZIP SHEATHING SYSTEM VENTED ALUM. SOFFIT (SEE DETAIL 5/D3) (INSTALLED PER MANUF. SPECS) LONG. FILLED LINTEL BLK W/ (1)'-0" PRECAST LINTEL 2X6 P.T. SECURED TO 5/8" GYPSUM BOARD OR 1/2° 05 REBAR CONTINUOUS EMBED. STRAP VERIFY TY�. I SEE ENERGY CODE FORMS FOR MA/SO'NRY w/ I/2" cJ` Z° HIGH STRENGTH CLG. BOARD 1/8 THICK, 3 COAT PORTLAND W/ TRUSS PLAN o.H. INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIRE -STOP CEMENT PLASTER OVER PRECAST LINTEL EXPANDED GALV'D METAL LATH WINDOW ATTACHMENT AS PER 8' OF EA. END, 32" O.C. INDOW ATTACHMENT A5 PER SEE ENERGY CODE FORMS FOR ON FORtIPIBER JUMBOTEX GRADE I%" THICK, 3 GOAT MANUFACTURES SPECIFICATIONS MAX IN FIELD. INSULATION R-VALUES 'D' PAPER OVER TYVEK - ANUPACTURES SPECIFICATIONS PORTLAND CEMENT BUILDING WRAP (REFER To CONC. FILLED LINTEL WINDOW ATTACHMENT AS PER PLASTER APPLIED STUCCO SPECS FOR COMPLETE PRECAST SILL BLK W/ (1) N5 REBAR MANUFACTURES SPECIFICATIONS PRECAST SILL DIRECTLY To MASONRY OR �/16" ZIP SHE4 )SYSTEM (1) N5 CONTINUOUS (INSTALLED PER MANUF. SPECS.) (1) NCJ GONG.. POURED VERTICALLY W/ ED CELL PRECAST LINTEL PRE -CAST LONG. SILL WEEP SCREED REBAR VERTICALLY WJ I (SEE DETAIL 5/D3) CONC. POURED CELL p . Ix2 P.T. FURRING SCRIPS m 24" O.G. 5/8° THICK, 3 COAT Ix2 P.T. FURRING STRIPS 16" O.G. PORTLAND CEMENT SECURE GABLE TO 2x6 P.t Ix2 P.T. FURRING STRIPS + 16" O.C. PLASTER APPLIED 1/2" GYP. WL. BD. PLATE W/ 126's 8' O.G. MAX 8" GMU 8' CMU DIRECTLY To MASONRY WOOD BASE -- �� SECURE 2x6 PT. PLATE TO BLK W/ 1/2" GYP.WL BD I/2' GYP. WL. BD. (1) 05 R'2EBAR �"x9" ANCHOR BOLT W/ 2' WASHER WOOD BASE WOOD BASE VERTICALLY W/ CONC. I z ® � SET IN SIMPSON 1-41CsH STRENGTH } POURED CELL _ A , EPDXY 7" EMBED. MIN. A 32" OG ; r ; 8" CMU 4 - MAX. 0 W THICK, 3 GOAT PORTLAND j uu\ CEMENT PLASTER APPLIED uu z Q DIRECTLY TO MASONRY z .. .: 1-STORY I -STORY GABLE BLOCK~ 1- STORY GABLE 'L NOTE: PS LOCK WALL WALL W/ VAULT CLG. f ER 1=5GR W52.1 - FOR ROOF SLOPES 2.12 TO LE55 THAN 4:12, A (2) LAYER UNDERLAYMENT ALE: 3/4" = I'-m" SCALE: 3/4" =1'-0 3 B LO C K WALL SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (I) LAYER UNDERLAYMENT 15 SCALE: 3/4"=I'-0" PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, AST1" I D 4869 TYPE IV, OR ASTM D 615-t SEOW 2X4: IX4 DIAGONAL BTM. r°Er oNe aeDRIVE P'NN►' SECU SECURE ro BLa V PI MASONRYPw! /2'x9'A.B. w// SEE PLAN FOR SECURE 70 BLoaK W/'1(`' TAFIC,SECURE OR DRIVE PIN Gi-iORp 5RACINCs. MIN. SHANK 617E J45 TIN. OKSSHANK OR DRIVE PIN (MIN. SHANK SIZE .145 2' DIA. WASHER°✓, 7" MIN. MIN, HEAD SIZE 300 MIN. SHANK STYE 0 MIN. HEAD SIZE 300 , MIN. EMBEDMENT iYa') MIN. HEAD SIZE.300 8' crat EMBEDMENT WITHIN S OF LOCATION WITHIN 8. OF EACH END 4 NOTE: STRUCTURAL zX must BE MIN. EMBEDMENT I Y4') NOTE, 811RLC'ItlRAL 2x MUST BE MIKE EMBEDMENT 1 Y<4 ! NOTE: STRUCTURAL zX MUST BE 1S' DRYWALL EA. END, 32" O.C.MAX IN PRE-ENG'D WOOD 8' cm 18 O.G. MAX SPACING, WITHIN 8' OF EACH END ! ON OUTSIDE 4 SECURED I'X4' OR I'X2' P.T. NAILER TRU$5 (tYP) ®24' li' DRYWALL � � ON OUTSIDE ! BEGUI�D tNROUGF4 18' O.C. MAX SPACING OUTSIDE 4 SECURED 8' OC MAX SPACING THROUGH NON-STRuCTURAL 4b'�rlx4 P.T. OR k4lx4' MIN. SEGUI'e THRU FIELD. I'X4' OR I'X2' PT. NAILER NON-STRUCTURAL W TAPCCN THROUGH NON-STRUCTURAL ,' 2X6� TAPC.ON MIN. I-Y4' EMBEDMENT O.C. MAX ❑ IX4 P.T. OR g's'X4' MIN. t0 -'�MIN I-Y� EMBEDMENT INTO 2X6� TAPCON MIN. 1 44 EMBEDMENT SECURE t0 BLOCK INTO BLOCK ❑ FR,4T'IE !EMEND 144 INTO BLOCK W/ $IMP$ON BEWRE 7WRU F;BAME ! tAPCONS OR RIVE PIN SECURE TO BLOCK INTO BLOCK 'w, tAPGONS OR DRIVE PIN W/I-1/4' YAPCONS OR CMN, 8L4ANK 817E Job W/2-V&' TAPCONS OR lMI, bFi.ANK SIYE .145 HETA-16 ❑ EXTEND 1-Y4 INTO BLOCK MIN, HEAD SIZE 300 DRIVE PIN D�'� P MIN. HEM SIZE 300 O W/ %' TAPGONS OR DRIVE ' CMU (MN. SHANK SIZE J45 (TYP) VERIFY MIN. EMBEDMENT I YE ,DRYWALL (MIN. SHANK SIYE .14b 8: C2`61 ' CMU MIN. EMBEDMENT I-Y4' PIN WITHIN 6' OF EACH END ! MIN. HEM SIZE 300 , MIN. HEM SIZE 300 , DIQI'UTALL WITHIN 8' OP EACH END ! 18' O.C. MAX W/ TRU$$ PLAN (MIN. SHANK 812E .146 18' O.G, MAX SPACING. 'X4' OR I'X2' P.t. NAILER MIN. EMtSEDMENt I Y4) DRYWALL MIN. EMBEDMENT I Y4) I'X4' a¢ 1'x2' P.r. NAILER SPACING MIL HEM SIZE 300 2X8 ❑ 'X4' OR 1'X!' P.T. NAILER WITHN S' OP EACH END 4 MIN. EMBEDMENT M WITHIN S' OP EACH END ! WITHIN B D EACH END 1 SF_CIA E TO BLOCK WA-9(u' 7ir' OAS. X 4' MN. 18' O.G MAX SPACING. � 18' OG MAX SPACING. IB' O.G. MAX SPACING TAPCONS OR RIVE PIN 2)0� 2}C84>i 74, OAS' X 4' MIN. IMIK SHANK SIZE J45 DOOR CASING SECURE TO BLOCK W/2-W SECURE' SOCK W/I-1/4, DOOR CASING DOOR CASING DOOR CASING TAPCONS OR DRIVE PIN DOOR CASING DOOR JAMB OR WINDOW a MIL HEM SIZE 300 DOOR JAMB OR WINDOW TAPCONS OR DRIVE ION DOOR JAMB OR WINDOW MIN, EMBEDMENT I Y4) ATTACH TO 1X PER (MIN. SHANK SIZE J45 DOOR JAMB OR WINDOW (MIN. SHANK SIRE .145 DOOR JAMB OR WINDOW ATTACH TO IX PER MANUFACTURES ATTACH t0 2X PER WITHIN 8' OP EACH END ! MIN. HEM SIZE 300 ATTACH TO 7X PER MIN, HE SIRE 900 ATTACH TO 2X PER DETAILS. MANUFACTURES DETAILS. MANUFACTURES DETAILS. MIN. EMBEDMENT I Y4) MA7VUPAGTUia6 DETAILS. 18' OL, MAX SPACING. MIN. EMBEDMENT I W) MANUFACTURE$ T7EtAILS. WITHIN 8' OF EACH END NOTE, SHIM AS NEEDED TO PLUMB NOTE: SHIM A8 NEEDED 70 PLlJ9B WITHIN 6' OP EACH END 4 NOTE: SHIM AS NEEDED TO PLUMB 18' O.G. MAX SPACING. NOTE: SHM'1 AS NEEDED TO PLUMB NOTE' SHIFT AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A') JAMB (DO NOT EXCEED Y47 18' O.C. MAX SPACING. JAMB (DO NOT EMMND Y4) JAMB (DO NOT £xmED Y4) JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLACK +1-15/1,�" DOOR JAMB TO BLACK +3" DOOR JAMB TO BLACK +"7/15' DOOR JAMB TO BLACK +9/4 OR +5/4 (1 WR(DOfi TO BLOCK +3/4 OR +6/4 (1 WINDOW TD HI.00K +1-15/18 (1 WIIiDOW TO HtACK +3" /1 WBTDOW TO BLACK +3-7/IS' WINDOW TO HIACK +3/4 OR +6/4 E: 3/8'=1'-0''=1'-0e=I'-0' 2X4i SECURE TO BLOCK W/ V SECU TAPCONS OR D>CURE TO IV PINS' SECURE TO BLOCK WHs' TAPCONS OR DRIVE PIN SECJRB r0 BLOCK W/ IN (MIN. SHANK SIZE ." TAPGCNe OR RIVE PIN (MIN. SHANK SIZE J45 TAPCONS K DRIVE PIN MIN. HEM SIZE ZOO (MIN. 814ANK 61 E J48 CONC. POURED MIN, HEM SIZE 300 IMIN. SHANK SIZE U45 LINTEL COURSE MIN. HEAD eIYE 300 MIN. EMBEDMENT 1 Y4') WITHIN MIN. HEM 817E 900 MIN. EMBEDMENT I Y49 WITHIN MIN° EM 15EDMENT I Y4) WITHIN 8' OF EACH END 4 18' O.C. MIL EMBEDMENT I Y♦') 5 2X MUST 8' OF EACH END ! 18' Off. MAX 6PAGMG. NOTE: STRUCTURAL 2X MUST WITHN e' OF EACH END < MAX SPACING. S' OF EACH END 4 18' O.C. NOTE: ST1alCTURAL 2X MUST BE ON OUTSIDE 4 SECURED BE ON OUTSIDE ! SECURED MAX SIVACINCs. 2X6Am B' O.G. MAX SPACING. 2X6: 2Xbm BE THROUGH OUTRIDE ! SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL 2X6� THROUGH NON-STRUCTURAL SECURE TO BLOCK W/2-alb' SECUft TO BLOCK WA-%' THROUd4 NON-bTRUCTURAL W/2-%' TAPGCN6 OR %' TAPCON MIN. 14a' SECURE TO BLOCK WA-V4' W TAPOON MIN. I-Y4 tAPGONS OR DRIVE PIN TAPCONS OR DRIVE PIN N. TAPCON MIN. 14a' DRIVE PIN EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PN 'a RiN� SHANK GUN NAILS m a' ac- EMBEDMENT INTO BLOG< oP < Eorro eoGEs IX4 SYP LATERAL (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK MIN. HEM SIZE 3PJ0 IMIN. SHANK 617E .145 (MIN. SPANK SIZE .148 (MIN. SHANK SIYE .145 MIN. HEAD SIZE 300 MIN, HEM SIZE 30(MIN.MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys) MIN. EMBEDMENT I X9 WITHN 8, CMU MIN. EMBEDMENT I Y4) N DRYWALL MIN. EMBEDMENT I Y4) 8' Cmu RE-INPORCINCs 36' Q.G. WITHN 8' OP EACH END ! 6' CNMJ 8' aF EACH END ! Is, O.C. WITHIN 8' GF EACH END I'X4' OR 1'X2' P.T. NAILER WITHIN 8' OP EACH END ! 4- DRYWALL MAX a TRUSS BTM. ID' O.C. MAX SPACNG. Y,' DRYWALL MAX SPACING. ❑ lS' DRYWALL 4 18' O.G. MAX SPACING. � 18' O.C. MAX SPACING, I'X4' OR I'X2' P.T. NAILER 1'X4' OR "M' P.T. NAILER 2x8:® ND ZX SECURE TO CHORD, SECURE W/(3) 10d 2x8,m ❑ I'X4' R I'X2' Pt.NAILER 2X88s1 2X8� SECURE TO BLOCK W/2-3)b' CASING SECURE TO BLOCK W/2- OOR CASING SECURE 70 BLOCK STRUCTURAL MEMBER SECURE t0 BLOCK W/i-1/4' ' P.T. X 4' MIN. . NAILS ®EA. TRUSS WK2)Od WITHIN 8' OP EACI4 t21PGON6 OR DRIVE PIN DRIVE PINS R END 4 6' TO 8' O.G. MAX TAPCONB OR DRIVE PN OOR CASING (MIK SPANK OR RIPE PIN CHORD (MIN. SFIANK BITE .148 TWILL SHANK 817E .145 (MIL SHANK SIZE .146 MIN. HEM SIZE 300 DOOR JAMB OR WINDOW MIL HEAD SITE 300 DOOR JAMB OR WINDOW (MIN. HEANK 146 DOOR Al"'S WINDOW MIN. EMM RIB •� DOOR JAMB OR WINDOW � GABLE END B R AC I N G MIN. EMBEDMENT 149 WITHI ATTACH TO 2X PER MN. EMBEDMENT I Ys') WIT tTACH t0 2X PER , MN. ETTBEDMETIT I Y4) N V GF EACH END 4 IS' O.C. MA%FAGTuREB DETAILS. S' OP EACH END 4 b' OL. MANUFACTURES DETAILS. MIK EMBEDMENT I Y4) rTACH TO 2X PER WITHIN V OF EACH END ♦ ATTACH TO 2X PER J MAX $PAGING. MAX SPACING, WITHIN 8' Cr- EACH END ! MANUPACTURES DETAILS. IS' O,C. MAX SPACING. AM PACTURES DETAILS, . SPIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB 18' O.C. MAX SPACING. NOTE, BRIM AS NEEDED TO PLUMB NOTE, 64M AS NIMDED TO PLUMB Y ' JAMB (DO NOT Excew Al) JAMB (DO NOT EXCEED 49 JAMB (DO NOT EXCEEDY4') JAMB (DO NOT EXCEED Y49 DOOR JAMB TO BLOCK +1-1//2" DOOR JAM® TO BLACK +2 ��j DOOR JAMB TO BLACK +5 DOOR JAMB TO BI:OCK +3 3/4' "v / /� WDIDOW TO BLOCK +i-1/2' /ii1 WINDOW TO BLOCK +2 1!4 �L1 W TO HLAC% +3" rvrl WINDOW TO BI2)CK +9 9/4' m SCALE: 3/8'=I'-0' " SCALE: 3/8'=1'-0' i SCALE: 3/8'=I'-0' " SCALE. 3/8'=1'-0' m Y Q FASTENER SGHE�ULE� �� A_� NAIL REQUIREMENTS TOP CORD BLOCKING AT 4' aw „ y . "' USE 'i/I6" O.S.B. OR 1/2' CDX PLY WITH 08 RING SWANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND N8 RING SHANK GUN NAILS AT 6' O.C. AT NTERMEDIATE SUPPORTS. SEE DETAIL. SIZE WEAD LENGTH DIA. ENSILE STR O.C. MAX. IN FIRST 2 FRAMING w O : TYP. EXT_ SHEATHING ATTACWMENt SPACES A7 EAGW END. aU FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL N ° RAFTER OR TRUE GRADE) CONNECTORS FROM STUD TO PLATE ARE 2 = O - 08 2' DECK SCREWS • W-V i m 8d ROUNpMODIFIED OR T I T/B" Ii3 I10000 10d ROUND MODIFIED OR t 21/8' 128 110000 - ROOF SWFATWINn TO nABLE END FRAME U8E 08 GUN NAILS a 4' OG. 0 ROOF SWEATWINGI NOT REGxlIRED EXCEPT ®OPENINGS a .l ® w� u p O.G. MAX 6 EDGES Y 12' O.G. w o m W Ili ^ u� riG�N. uivirl7�CF+,VCV "w `"8 RING SWANK GUN NAILS NOTE: NAILS TO BE MPG. BY MEMBER OF INT. y e EXTERIOR SHEATHING STAPLE, NAIL 4 TOOL ASSOCIATION ° SPACKN TO EX SUB -FLOOR * 6' ot. IN FIELD USE I/2' COX OR 1/16' OSB PLY WITW 08 RING SWANK GUN NAILS At 6' w u O.C. A7 PANEL SIDES AND 08 RING SWANK GUN NAILS 4' O.G. TOP t I. 0.113 INCH NOMINAL SWANK DIAMETER ? z ° o SHEATHING BOTTOM PANEL AND 08 RING SWANK GUN NAILS AT 6' O.C. AT 2. RING DIAMETER OF 0,012 OVER SWANK DIAMETER 1 INTERMEDIATE SUPPORTS OR't/16 ZIP SHEATHING SYSTEM 3. 16 TO 20 RINGS PER INCW LrA3 J (INSTALLED PER MANUF. SPECS). SEE DETAIL. 4.0280 INCW FULL ROUND HEAD DIAMETER ROOF 5# 4EAT44ING LAYOUT NOTE: -RING SHANK GUN NAILS SWALL BE PERMITTED AS AN 5. 2 INCW NAIL LENGTW AND ENDLUALL $RAG INCx ACCEPTABLE FASTENER FROM ANY MANUFACTURER TYP. 3/4" TAG SUB -FLOOR DECKING GLUED 'TO TYP_ EXT. SHEATHING ATTACWMENt FOR ROOF -ROOF DESIGN PRESSURE ®ABED ON WORST CASE BUILDING LENGTH � r-aR CzA5LE END ERA" 4ING ALL EXPOSED MEMBERS SHEATHING (O.SM, TO E =- STRUCTURAL GRADE) SCENARIO FOR ZONE 3 A R C H IT E C T S Design Gr0u Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W U w 0 0. U w A h A BUDDIV. d6 LOT: CREEKSIDE LOT #7 PROJECT# 04321.000 MODEL: 4EBB "1828-CALI" GARAGE 8WMG: LEFT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH UP. C ARCHITECT: STATE OF FLORIDA V 11 /10 /17 SCALE: 1/4"=1'-0" i SHEET FIBERGLASS SHINGLES OVER *30 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN R905.2.1 ON a" O.S.B. TRUSSES At FIRST (5) FIBERGLASS SHINGLES OVER PROVIDE SAVE SHEATHING OR }" CDX 5AY5 4'-0" D.C. (AT *30 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAMS) PER FASTENER EMBED. SCRAP *30 FELT PAPER INSTALLED APPROVED EQUIVALENT) ON OF INSULATION FOR SCHEDULE O.S.B. SHEATHING OR 2 CDX CLEAR VENTILATION VERIFY W/ TRU55 PER FBCR R905.2.-t ON �r," PLYWOOD SECURED PER PER FBEC R402.2.3 PRE-ENG WD. TRUSS PLAN O.S.B. SHEATHING OR J" CDX FASTENER SCHEDULE 24' O.C. MAX. PLYWOOD SECURED PER FASTENER SCHEDULE 1 -0, PRE-ENG TRUSS MtL. DRIP EDGE SEE ENERGY CODE FORMS MTL. DRIP EDGE TYP PRE-ENG WD. TRUSS MTL. DRIP EDGE SEE ENERGY CODE FORMS y FOR INSULATION R-VALUES 2X 2x FASCIA O.H.FO INSULATION - WOOD SHEATHING 4 OR 6 F SG 24 O.G. MAX. R LATION R VALUES. 2x4 OR 2x6 SUB -BAND 2X4 OR 2X6 FASCIA 5/8 GYPSUM BOARD OR I/2 PER ELEVATIONS HIGH STRENGTH CLG. BOARD PER ELEVATIONS PER ELEVATIONS 5" " CONt. 2x4 RAT RUN SECURED 8 GYPSUM BOARD OR � WRS LATER "1, DOUBLE TOP PLATE C�AW/ (2) 12d's g EACH TRUSS VENTED ALUM. SOFFIT HIGH STRENGTH CLG. stucco WRAP VENTED ALUM. SOFFIT o" VENTED ALUM. SOFFIT LAYER WINDOW HEADER SIZE VARIES SEE ENERGY CODE FORMS FOR BOARD BWRBDING A�FORTIFIBER I/2" CDX OR 1/16" OSB INSULATION R-VALUES * METAL LATH o.N. PER WINDOW OPENING SEE SECURE TO WALL PER 1,000 UPLIFT SIMPSON FASTEN t0 WOOD STRUCTURAL HEADER SPAN CHART FOR FASTENER SCHEDULE 5/8" GYPSUM BOARD OR CONNECTOR SP2 a EA 1/2" CDX OR "1/16° OSB DETAILS ON SHi=Et D2 1/2" HIGH STRENGTH CLG. MBMISER * I" O.C. MAX SECURE to WALL PER BOARD 2x5 SYP 02 2X8 STUD FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 1/16, ZIP DBL TOP FIN15H a WoOD ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM DOUBLE COP PLATE 'l TYPE CONTROL JOINT OR 1/16' ZIP WINDOW SILL !INSTALLED PER WINDOW HEADER SIZE VARIES PLATE FRAME TO BLOCK SHEATHING SYSTEM MANUF. SPECS.) PER WINDOW OPENING SEE ZIP SHEATHING SYSTEM (INSTALLED CONNECTION SEE DETAIL 2x6 STUDS 0 16" O.G. MAX W/ HEADER SPAN CHART FOR 15iD1 (INSTALLED PER PER MANUF. SPECS.) OR 1, MANUF. SPECS.) INSUL-, SEE ENERGY GODS DETAILS FORMS FOR INSULA 2 DRY WALL S METAL LATH STRIP WINDOW ATTACHMENT AS PER fi WIDE STRIP SELF R-VALUES 2 DIA ANCHOR BOLT r: ADHESIvE FLASHING, CLEAN �/8 CHICK, 3 COAT �/8" THICK 3 GDAt MANUFACTURES SPECIFICATIONS AT 16" O.G. MAX WITH 1" \ MASONRY BEFORE APPLYING: CEMENT PLASTER S' T 4 G S SL L EDEAND CEMENT PLASTER WINDOW SILL WALL EMBEDMENT AND 2" u% TEXTURED APPLIED TO METAL W LATH OVER 2 LAYERS SC L+%7 l E 5 Et D2 APPLIED to METAL 2x6 STUDS a 16" O.G. MAX W/ SHEATHING DIA. WASHER FINISH ® MASONRY OF GRADE LAYERS LATH OVER 2 LAYERS INSUL., SEE RGY GODS 8' Cmu BUILDING PAPER OR OF GRADE 'D" FORMS F IN AtiON 2x8 SYP k2 PAPER BACKED LATH BUILDING; PAPER OR R-V ES WOOD STUDS ON PI PAPER BACKED LATH " g UA. x VERTICAL CONTROL 3 5UVA;P%FR R GLUED AND AT 12 O.C. MAX OVER AN APPROVED OVER AN APPROVED HOUSE WRAP HOUSE WRAP GH N SHEET FASTENER BETWEEN DISSIMILAR I O SOLE PLATE *2 z (1) COURSE TIE -BEAM ERIALS PETAI PRE-ENG FLOOR TRUSS ..: POURED SOLID WIT( -I z (P-OE: N.T.S. (INSTALL PER MFG. SPECS.) tll Z CONCRETE. C1) *5 [L 1REBAR HORIZONTALLY GONG. FILLS L � GYPSUM BOARD OR � HIGH O � 3/4" T G SUBFLOOR GLUED DETAIL 5 WEEP SCREE PRECAST LINTEL AND SCREWED AS PER CONOU5 BLK. w/ (I) 05 BAR STRENGTH CLG. BOARD � �- t 63 C IX2 NAILER/DRAFT STOP � PRE-ENG FLOOR TRUSS (y ASTM 1326-C 4 � !u (SEE I 2/D ) FASTENER SCHEDULE ON (INSTALL PER MPG. SPECS.) WINDOW ATTACHMENT AS SHEET D2 " GYPSUM BOARD OR }' z w PER MANUFACTURES SEE ENERGY' CODE FORMS HIGH STRENGTH CLG. BOARD to 0 SPECIFICATIONS FASTEN 2X4 RIBBON (P.T. FOR INSULATION R-VALUES IX2 NAILER/DRAFT stop CMU) O CMU) W/ (5) 126 NAILS a EAGff PRECAST LINTEL w z *5 REBAR is16" PRECAST SILL T SS CONC. FILLED LINTEL BLK W/ O.C. MAX, IN PRE-ENG FLOOR TRU WINDOW ATTACHMENT AS PER (I) 05 REBAR CONTINUOUS Z 111 CONCRETE (INSTALL PE G. SPECSJ 5/8 THICK, 3 COAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS (�/ O POURED CELL, Ix2 P.T. FURRING STRIPS PORTLAND CEMENT PRE CAST CONCRETE SILL FOR INSULATION R-VALUES O VERIFY PER m 16" O.C.GONG. FI LI T L BLK W/ PLASTER APPLIED PRECAST LINTEL PLAN. C RE AR CONTINUOUS DIRECTLY TO BAR VERTICALLY on 8 CMU !U "5 RE WINDOW ATTACHMENT AS PER — Z MASONRY W/ CON(. POURED CELL 0 O R-4.1 1/2" GYP. WL. BD. 16 B O N 5/8" CHICK, 3 GOAT MANUFACTURES SPECIFICATIONS O U oz Ix2 P.T. FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL INSULATION (1) 04 CONTINUOUS REBAR FASTENING DETAIL STRIPS A 24" O.G. PLASTER APPLIED WOOD BASE �j 8 CMU DIRECTLY to (1) S REBAR VERTICALLY Q O SCALE: 3/4"=1'-0° 1/2 GYP. WL. BD. MASONRY W/ GONG. POURED CELL Z L1 *4 REBAR 46' LONG `1 IL p W/6" HOOK 24" O.C., z fl j WOOD BASE Ix2 P.T. FURRING = 1 Z Q MIN. 24' IN SLAB SCRIPS a 24 O.C.0 -0 O o _g (� ROOF Ill UPLIFT FIN.FLR. 8' CMU (L 2'-®" (MIN. GONraGTORNat O6 0 1/2' GYP. WL. BD. I IN SL45) CLAR�IITY (SEE WOOD S OP DUM.) z � ° l_. FIN. FLR WALL ° 3 1/2" GONG., REINF. W/ 6 °x6 ° ' ° WI.4XWI.40 WWM ON 6-MIL EX-MRIORWALL SECTION — POLY ETHYLENE VAPOR SHEATHING$ FASTEN EACH STUD 2-STORY 2-STORY ° WOOD RETARDER ON TO DBL t� PLACE WELL CLEAN wi uSP sPTz4 NAIL WALL WALL R FRAME TO j &" a" &" 6, FILL TERMITE TREATMENT PER MANUF.SPEGS. SHALL BE 50RA-CARE SECTION �% SECTION LOCK WALL ° 2'-0 (3) «5 REB4R CONTINUOUS TION AT TOP 1 SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" ON CHAIRS OF EXTERIOR WALL :GALE: NTS FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FI$ERGLASS SHINGLES OVER °30 FELT PAPER OVER *30 FELT PAPER PRE-ENG GABLE TRUSS NOTE INSTALLED PER FBCR INSTALLED PER FBCR - ER WALL STUDS PLACE STRAPSSPACED R905.2.7 ON � O.S.R. SPF St(FFBACK (SEE SEALp tRtUSS SPF STIFFBACK (SEE SEALD TRUSS DIAGONAL BRAGS 0 (WALL aLL bHEAtHINCz Not AND FASTEENEDNED AS ENG. PACK FOR SIZE E CONNECTION) R905.21 ON �&" O.S.B. ENG. PACK FOR SIZE d CONNECTION) CENTER OF TRUSS SHORN FOR CLARITY) SHOWN WITH ONE SHEATHING OR J" CDX SHEATHING OR }" cDX FASTEN 6TUDS TO BLOCK WALL ADDITIONAL AT 2x4 SPF BLOCKING BETWEEN 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST EACH WIND KI TUD PLYWOOD SECURED , PLYWOOD SECURED WITH USP MSTA48 STRAP WITH TRIUSSES AT FIRST (5) BAYS 4 -0 TRUSSES AT FIRST C5) BAYS 4 - RIDGE. DIAGONAL WITH AS SHOWN. INSTALL PER FASTENER PER FASTENER O.C. CAT SHEATHING SEAMS) D.G. (AT SHEATHING SEAMS) BRACE t0 BE a ANY STRAP • EA. END (UN.0) " SPACE STRAPS AS FOLLOWS: NAILS SCHEDULE NO-�-E. SCHEDULE SPAN 15 -0 OR I.14arDIA x I Irz' MTL DRIP EDGE DIAGONAL BRACE MTL. DRIP EDGE GREATER. REFER TO -I10 MPH 'C': 32' O.C. CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA , TRUSS ENG. FOR -l" MPu '5': 49' o.�c. PRE- MAX.4 HIGHEST RIDGE. DIAGONAL PER ELEVATIONS P - G 82 ADDITIONAL 4m MPH 'C, 4a, O.C. O.G. X. BRACE to BE a ANY SPAN TOP OF STUD WALL 2X4 OR 2X6 FASCIA � SECURED W/ l3) 12d � HORIZONTAL TRUSS PER ELEVATIONS 15'-0' OR GREATER. REFER NAILS REINFORCEMENT. soLE PLACE FILL ALL REMAINING STRAP SECURED W/ (3) 12d SECURE t0 TO TRUSS ENG. FOR SEE FASTENER SECURE TO 0'-0" TO 30'-0' (1) 7 HOLES w/ 10d NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL SGHEpULE ON SHEET TRUSS W/ X-BRACE = WOOD BACKING 1/2' CDX OR 1/16' 05B (2) 12d TRUSS REINFORGEMENt. D2 FOR SHEATHING l2) 12d 30'-I" t0 60'-0" (3) Q DO NOT PLACE SCREW IN SECURE t0 WALL PER NAILS FASTENER PATTERN NAILS X-BRACE (1) X-BRACE 0'-0" TO 30'-0' (1) 1/2' CDX OR 1/16" OSB a CENTER AND (2) CRY WALL POLE Ol WALLTo TOP FASTENER SCHEDULE ON SHEET D2 X-BRACE SECURE t0 WALL PER BRAGS DIVIDED CONNECT BOTroM of OR rt/16" ZIP SHEATHING 30'-I' TO 60'-0' !3) FASTENER SGHEpULE EQUALY FROM CENTER = STRAP to CMU BLOCK WALL SYSTEM (INSTALLED PER X-BRACE (1) X-BRACE ON SHEET D2 TO END wi (T) 3na' Dla x I-va' MANUF. SPECS.) ®CENTER AND l2) OR 1/16' ZIP SHEATHING LONG TAPCON MASONRY BRACE DIVIDED SYSTEM (INSTALLED PER CMU BLOCK SCREWS WEEP SCREED, SEE GONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER MANUF. SPECSJ Coat. 2x4 SPF RAT RUN SECURED W/ 2 —STORY DETAIL 5, SHEET D3 (2) 12d'a ®EACH TRUSS TO END 2X4 W/ 3/8' X 5 LAG C2I 12d s EACH tRZUSS GABLE END�I 2X(o P.T. SECURE W/ !2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ 4032" O.G. MAX. OR (2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ 1/2"X9' ANCHOR l3) 12d's a EACH TRUSS DIAGONAL GABLE SIMPSON MSTA-24 a (3) 12d's m EACH TRUSS DIAGONAL CROSS BOLT 32" O.C. MAX. x_ORACING TO COVER 5-TRUSSE5 '� X— BRACING 32' O.C. MAX. X-BRACING TO COVER 5-TRUSSE8 BRACING EXTERIOR STUD WALL CONNECTION NAIL GABLE: TO 2X6 5/8' GYPSUM BOARD OR 1/2" HIGH „- DBL TOP PLACE 5/8" GYPSUM BOARD OR 1/2, HIGH g „- TO FIRST FLOOR MASONRY WALL W/ 126 NAILS 6 O.C. STI ENGtH CLG. BOARD SCALE: 3/4 = I -0 2X STUD Ira' O.G. MAX. STRENGTH CLG. BOARD SCALE: 3/4 = I -0 3 SCALE: NTS MAX. A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w y w ci W 0 F 0. U DI a F q stnmIV. de LOT: CREEKSIDE LOT #7 PROJRCT# 04321.000 MODRL: 4EBB "1828-CALI" GARAGE SIMMIM: LEFT PAGE: SHINGLE MONO. 2-STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 0�n'w/ DAB 11/10/17 SCALE: 1/4 1,P=1' — 0" SHEET D3 *NOTE: NAIL 514;�ATI 41NG4 TO ALL 2X A5 PI=R r=XT. 51 4;=ATNING NAII_INCx, 8d 4" O. X EDCzE5 E 6"-8" O.C. MAX IN THE I=IELp 2x RIDGE ONE SIZE LARGER SECURE 2x6 MIN. TO BLK W/ (2) )(8 A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SIZE A --- W/ 2'X2"XYe WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) 12d NAILS OR GARAGE DOOR H IN JOINTS PRIOR TO FILL[ 1G MIN. (4) 10d GUN NAILS DBL. TOP PLATE — �— DBL. TOP PLATE 2X4 I6" O.G. MAX. © 2x4 COLLAR TIE AT EVERY OTHER -- _ -- RAFTER W/ 2X4 16' D.G. MAX. SECURE 2X4 TO 0 ® O MIN. (3) 12d NAILS OR WOOD W/2-12d 0 6'-V MIN. (4) 10d GUN NAILS O.G. STAGGERED IN#9 2x RAFTERS SECURE 2X4 W/ 2-1/4' SECURE 2X4 W/ 2-%' TAPCONS OR DRIVE PIN (M�HANK 917E DRIVEONS OR MIN. 0 ❑ NO NAILER SECURE To BELOW W$ (MIN. SWANK SIZE .145 MIN. HEAD SIZE 3 SECURE 2x4 ON (2) 12d NAILS OR HEAD SITE 900 MIN EMBEDMENT 1 Y4 W/IN EMBEDMENT I Ya- IN D FLAT TO ILK (3) 10d GUN NAILS 0 EA TRUSS EA, END NOT ISO ExcE BT. PLA A. END NOT Is o aX ARC-4LUA*r W/ cut NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 RAP 2X4 SO BLOCKING Bt. PLATE O W/(2'X2'A WASHER A DDMENT MIN 0 CREATE VOID NUT PENETRATION SECURE SHEATHING In' =X SPACED EVENLY FROM FLOOR TO 2 BLOCKING 1/2, GDX WITH MIN. 2-12d PER BLK GARAGE DOOR HDR IN JOINTS ROOF DECKING OVER SE T HEATWING EA. END PRIOR TO FILLING. PRE-ENG TRUSSES WITH M 2-12d PER BLK 1-2X6 PT BLOCK 0 CENTER OF PRE-ENG. TRUSS EA END EXTERIOR ARCHWAY EXTERIOR ARCHWAY 0 DOOR HEADER W/(1)A,xs' J-BOLTs 501 ALTERNATE CONNECTION WITH WINDOW 2 4 EMBEDMENT W/ 2 X2 XY. WASHERMSTA-24 RAFTER TO BLK'G 4 CONV. FRAMED ROOF 1 SCALE: In"=1'-0 AND NUT. SCALE: 1/2'4-0' BETWEEN TRUSSES SCALE: I/2'=I'-0' 2X4 SECURED TO " GAB NG W/(2)12d O NOTES: 0 PRE-ENG TRUSSES W/ TRUSS IIi5 UPLIFT CONNECTOR VERIFY W/ SIMPSOM 14tSM20 ALL ANCHORS SHALL BE IN ACCORDANCE TO FRAMING PLAN W/10 10d TO TRUSS ` 2X Cu t0 MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE 1— AND (4) 1/4' x 2 1/4" —DOUBLE TOP PLATE � GAB SUCH INSTRUCTIONS ARE MORE STRINGENT TAPCONS TO COST W 2)1 A. UPRIGHT RIPPLE STUDS 0 16' O.C. POURED LINTEL GARAGE DOOR L]L�:E MAX BUCK ATTACHMENT HEADER SIZE PER :. SIMPSON LSTA-12 0 EA. JACK " is" UPLIFT SCALE= I/2'=I'-0" SPAN GWART. STUD, BOTH SIDES OF (2) SIMPSOM HTSM20 OPENING. INSTALLED ON OPPOSITE FACES OF BLOCK WALL L-30 0 GABLE BLOCKING CDX PLYWOOD � 2x STUDS 0 16' Q.G. MAX W/ AN 10d TO TRUSS TRUSS 2x4 BLOCKING DOOR WITHIN J' OF WINDOW/ DOOR SHEATHING. SHEATHING TO BE TA°PCOSS To CONT ® EA. RAFTER L-30 EA ` RAFTER \ H25 EA \ RAFTER 2x4 RAFTER 0 24' O.G. 2x4 FRAMING (TYP) VALLEY FLASHING DETAIL FRAMED OVERHANG (��CLOSED V ST.S. 2X4 DBL. SP4032' O.G. MAX 2X4 DBL. 2X4 TOP PLATE „ TOP PLATE TOP t BOTt TOP PL TE I/2 CLG. BOARD P -FAB PRE-FAB P-FAB TRUSS I/2' CLG. BOARD TRUSS i/2" CLG. BOARD TRUSS Q TRUSS 1/2" CLG. BOARD CONT. METAL 2X4 WOOD 1/2' DRYWALL ^ TRACKS, TOP t STUDS 016' '�Y) BOTTOM O.G., N. 2X4 WOOD T. 1/2" DRYWALL 1/2" DRYWALL T. STUDS 016E SS [wj O.C, U.O.N.OGKING 2X4 WOOD CHANNEL 24'SOAPPE/ D MID -WALL MID -WALL SECURE BT. PLATE STUDS 024' ryA2-N SECURE BT. 1/2'X5' TO SLAB W/ 10d O.C. LAYER P M PLATE TO S IR' DRYWALL 32' 7' MASONRY NAIL 0 W W/ I0d � E t 32" O.C. MAX AT -Tv , t0 EACH O NAIL.0 yy 2X4 Pt. SID • 12' OG. M SEE FOUNDATION PLATE CONC. SLAB FOR DETAILS GONG. SLAB CONC. SLAB o.. C. SLAB SEE FOUNDATION FOR DETAILS SP4032' O.G. MAX 1—STORY 1—STORY 1—STORY 1—STORY TYP. INT. WALL INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL METAL STUDS (NO UPLIFT) Q (W/ UPLIFT) (NON—BRG.) NON—BRG. 8 SCALE: i/2'=I'- v SCALE. In -I'-0" 8 �aLE: In°.I'-0' �C scALE: 1/2'-I'-0" G '-C" ®PENINCa o 4 a. a v oo PRECAST LINTEL a a , a a „ A-71" a d d I Ilk, TO SECURE TO FRAMING, NEED MIN 1 1/2', LESS TH N a 1 1/2', WINDOW MUST B SECURED TO 51- a d a 2x4 OG � a RE 2x TO BLOCK W/ (2) x3' TAPCONS OR DRIVE PIN IN SWANK SIZE .1451 a ( EMBED. I k) a ITWN 8" OP EACH END AND IS' O.C. MAX SPACING. e a CMU WALL I a da v 4 d II, a 4 a. v a o a d a q a d v a 9 C I- ARC H WINDOW FRAME OPENING OPENING AND SECURE PER POUia D LISTEL NAILING SCHEDULE ING STUDS (SEE HEADER SPAN CHART FOR DETAILS PRE-ESG TR155 AND SPECIFICATION) --JACKS (SEE HEADER SPAN CHART FOR DETAILS AND BONTIOSD BEANUOUS BEEM SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY 0 A TIME. USE 12d NAILS, TWO WITHIN 6' FROM EACH END t NO MORE THAN 12' OZ. STAGGERED 1/2'x9' A.B. MIN. i' TAP CONS EMBEDMENMT 8' FROM EACH MIN 2' COVER TYP. INTERIOR END t 32' O.G. MAX. 2' APART ql—)ll)DOOR OPENING WD FRA SP4 OR 145 0 TOP AND BOTTOM PLATES 0 EA. FULL SCALE: I/2"=1'-0' TRUSS ANCHOR LENGTH STUD, BOTH SIDES OF OPENING. 12 RETROFIT N.TS. LINE OF SLAB 05 1ZE15AR VERT_ IN CORNER BEAD SOLID GROUTED CELL SEALANT E BACKER ROD 5/8' THICK 3 COAT CEMENT PLASTER 8'Cmu SEE APPLIEP STRUCTURAL FOR DIRECTLY TO REINFORCEMENT MASONRY 2x6 P.T. LLD .. ATTACHED TO FILL CELL AS PER 5 PRODUCT SPPROVAL REQ FROM MIAMI-DADE COUNTT WEATHER STRIP MOULDING ALL AROUND lBY GALV. STEEL DOOR MANUFJ TRACK BRACKETS FASTENED TO WOOD JAMB W/ GALV STEEL I/4' HAG VERTICAL TRACK OVERHEAD DOOR SCRIE1 , SCREWS I MIN. MAUF. BY OTHERS rA SLIDE FASTENED t0 ROOM TRACK BRACKETS SCALE. 3/4"=I'-0ll W/1/4'-2(AXI/2' UGARAGE DOOR JAMBS CARRIAGE BOLTS SCALE: 1/2"=U-0' AND LOCK NUTS. TRUSS TO WOOD FRAMING SIMPSON MTS-12 PRE-ENG TRUSSES W/ TRU55 CONNP-ENG TMIENGTPLAOR VERIFY W/ R RUSS DOUBLE TOP PLATE PRE-ENG. TRIM PRE-ENG TRUSSES OR 2x GONTISOLLS STRESS DBL. 2X TOP PLATE _ DOUBLE TOP PLATE CONv. FRAMED RAFTER5 SP4032' O.G. MAX /BLOCKING MID WALL 1/16' O.SB. a CRIPPLE STUDS 0 16' D.G. 2x STUDS 0 16' O.G. MAX, OR 1/16' TIP SHEATHING aN MAX PRE -ENfs(N�1=RED U.O.N. SYSTEM (INSTALLED PER WEAVER SIZE PER SIMPSON LST • EA JACK MANS. SPEC Sa SPAN CHART. 5TUD, BO 51D TRUSS 2' T t G SLLBFLOOR GLUED 2X BLOCKING 0 AND SCREWED AS PER TOP OF OPEN MT5-12 FASTNER SCHEDULE 1/2' CDX i T DS 0 OAT�ING MAX W/ 15T FL Cups t0 I 1-0 BE 2ND F TUDS 2X STUDS 16' O.G. MAX w DOOR/ WITWINDOW/ POOR L Alt Il SI A-36 0 32' 2X BTM. PLATE WINDOW PE �' AND SEGLLRE PER 2X 3/4' FLOOR DECKING e OPENING IL NG SCHEDULE O PLATE MSTA-36 32' OG. m KING STUDS (SEE HEADER 1/16' 05.5. SPAN CHART FOR DETAILS MAX PRE- ENGINEERED AND SPECIFICATION) FLOOR GIRDER 2X4 X4 STUDS 16" O.0 PRE-ENG FLOOR TRUSS JACKS IEEE HEADER SPAN a 0 OR J/ DOUBLE TOP PLATE PRE- ENGINEERED CHART FOR DETAILS AND GDX PLY ATTACHED PLATE i/16" OSB. 2x CONTINOUS STRESS FLOOR TRUSS SPECIFICATION) PER FAS R SCHEDULE BLOCKING MID WALL / JACK STUD ASSEMBLY TO BE ON SHEET p2 TS- (1 CONTINUOUS SHEATHING TO BEGIN AT TOP OF ELK R0 A TIME. OR T/16, ZIP 8HEATHING 2x STUDS 0 16' D.G. MAX, W/ 1/4' GAP FROM BLK TO OSBSECURED ONE PLY , . USENAILSSYSTEM (INSTALLED PER TEXT. i°IN15W UAN. TWO WITHIN 6' MANUF. SPECS.) FROM EACH END t NO MORE ' 1/2, GYP. WL. BD. 2 HORIZONTAL 2X SPF. STRUCTURAL FLOCKING AT 2x4 BLOCKING UNDER % THAN @' O.C. STAGGERED SECURE Et. PLATE TO PERIMETER of OSB. TO PROVIDE COST. NAIL PATTERN WALL STUDS SGUR= ETA-16 � 5P4 OR H5 0 TOP AND BETWEEN TRUSS SAYS W/ PRE-ENGINEER=D SP4032' OL. M SLAB W/ }'xV ANCHOR REMAINING AREA TO BE 51-1EATWED FROM DBL. TOP N i EOTTOM PLATES 0 EA FULL (3) 12d'a EAGW END TRUSS GMU WALL BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON HIGH STRENGTH LENGTH ITUD, $OTW SIDES 2x DOUBLE TOP PLATE EPDXY 'I" EMBED. MIN. SHEATHING 0 TOP OF WOOD FRAMED WALL TO BE OF OPENING. STUDS 0 16' O.C. STAGGERED MIN. OF 16' FROM SWEET BELOW SHEATHING TO LAP TO SIMPSON SP4 0 ^ BOTTOM OF P�-ENG'D MTS-12 0 EVER STUD 32' O.G. MAX INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TRUSS BELOW- SHEATHING TO STUDS MUST NOT BREAK I'-4' MIN. 2X4 BT. PLATE INT. 2—STORY L.B.W. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ FROM 2ND FLR LINE. DORMER KNEE WALL DETAIL ENTRY SCALE' 1a'.r-°' 4 SCALE: Ire^=r-0' 14 DOOR OPENING WD FRAMED ATTACHMENT 1 V SCALE` 3/4'=r-(a' 9CALE: 1/2'=r-V' 15 SCALE; 1/2'=1'-0' CONTROL DATE: 07/01/15 A R C H I T E C T S 6 1 Design Grou lnc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W w v W 0 0. j w A h A st7BDM de LOT: CREEKSIDE LOT #7 PR,OJBCT# 04321.000 MODEZA 4EBB "1828—CALI" G'ARAGB sw1111G': LEFT PAG IC: MISC. DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 11 /10 /17 1 sCALm: 1/4"=V-0" 1 A R C H IT EC T S Rnildino Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top right and left corners, 14" max. spacing elsewhere Swing door ( +36 47 ) / ( ) +67 67 ( ) / ( ) Therma-Tru Smooth Star FL5891.2 RS N/A horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c atjamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4" o/c atjamb, 10 1/4" SH Window (+38) / (48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R5 Non Impact from corners, 8 1/2" o/c atjamb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @ head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" Picture Window +38 48 ( ) / ( ) +55 55 ( ) / ( ) PI Gem y PI Gem 1500 y FL16104.2-R3 Non Impact @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Builders Series distance. 6" max o/c from corners and 20 3/4" max o/c Sliding Glass Door (+33) f (-41) (+25) / (-50) Ply Gem 4780 FL14634.1-R2 Non Impact elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedment. Single door with sidelite. 1/4" concrete tapcon anchor. 3" Opaque slab with or without impact (+36) / (47) (+50) / (-50) Therma-Tru Smooth Star FL15037.1-R2 N/A max o/c for comers as well as each side of sidelite. Tapcon needed at top and bottom middle of opening for sidelights (1 or 2) door panel and sidelite. 14" vertical max o/c elsewhere. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque double door (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15225.5-R3 N/A bottom. Top and bottom centerline of each door slab get without sidelights tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Double Garage Door (+29) / (-35) (+46) / (-42) Clopay 16.20 73 W6 FL16546.6 N/A Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R9 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 gauge 1'/+" annular ring -shank nails, Underlayment Interwrap Rhino U10/20 FL17801 spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit +31.6, -38.8 (+157) / (-46.1) Veriform Triple 4 FL17673.1 R-1 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. Less than 6' span (+47) / (-53) panel MFG. 24 GAGE FL16293-Rl edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6' Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. (+45) / (50) panel MFG. 24 GAGE FL16293-R1 edge distance, 12" o/c max. spacing. Can be headed screw g span or more or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Huber Wall Sheathing 17147-R1 Sheathing 6 Design Grou inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W C6 W U w 0 CnCn A F p F ti BIMD=v. ae LOT: CREEKSIDE LOT #7 PROJECT* 04321.000 MODEis 4EBB "1828—CALI" GARAGE 8'1rING: LEFT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT-. STATE OF FLORIDA Ef "` M ` DAT. 11 1O 17 E 3CAXM: 1/4 "=11-0 1, 1 NOTE: NOTE: NOTE - IF Zip 51-4EATa41NG SYSTEM 15 APPROVED SUILDINI's WRAP IF ZIP SHEATHING SYSTEM IS 1E INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OP INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE MANUFACTURERS 6' ®VERTICAL LAPS (ROLL PLASHING (COMPATIBLE W/ HOUSE MANUFACTURERS 4„ ENDS) t 6' * HORIZONTAL LAPS. WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE 1" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH PORTIBER SHEATHING TAPE FLASHING r0 EXTEND ONTO PIPE / I' OR LESS PIPE t, 6'x6' SELF -ADHERING MEMBRANE PREFOI� MP CONTROL JOINT s �' THICK 3 COAT CEMENT PENETRATION } FLASHING MATERIAL) OVER 4"x4°OUSE FLANGE OP CONTROL JOINTS T PLASTER / \ BE WIRED TIED TO LATH * V WRB LAYER 42, FORTIPMER \ I FLASHING ovERERNG MEMBRANE /` FLASHING OVER APPROVED OC. MAX (vERT� NOTE: DO BUILDING PAPER / MIN. LaP a METAL LATH \ 'J HOUSE WRAP. NOT FASTEN CONTROL JOINT TO FLASHING To EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATHFASTENED 01' X X I V LEG MAY BE USED TO TEMP. A SUPPORTS (YERT.J OG MAX j^ X X X SECURE CONTROL JOINTCUT AND OVERLAP ONE DURING INSTALLATION WRB LAYER •I, SELF -ADHERING MEMBRANEE METAL LATH 4 CUT AND OVERLAP ONE SIDE OF FASTENERS t0 BE SPACED STUCCO WRAP FLASHING * T O.G. MAX VERTICALLY STEP 0I STEP 02 PLASHING WOOD SHEATHING - HERINCs MEMBRANtE OR T/16' TIP SHEATHINGS WRB LAYER 0I, a' THICK, 3 GOAT CEMENT WRr3 LAYER ", I SYSTEM INSTALLED PER I STUCCO WRAP PLASTER STUCCO WRAP MANUF S CS.) METAL LATH m� MIN PaF ER LaP eELow oNLr *r WRB LAYER 1, FORTIFtBER WRB LAYER 02, PORTIFIBER WRB LAYER 02, PORTIFIBER BUILDING PAPER BUILDINGS PAPER BUILDING PAPER METAL LATH WRB LAYER "I, 6'x6' SELF -ADHERING MEMBRANE STUCCO WRAP FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE \ INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED ro aP M�N. WOOD SHEATHING STRAPS, STAPLES) AS LATH SHALL NOT I REQUIRED TO SECURE HOUSE WRAP. 6 ro a H 5' �i OR P. TIP SHEATHINGS PLASHING -A EXTEND ONTO PIPE BE CONTINUOUS MIN. PIPE/ WIRE To FRAMING OF THROUGH CONTROL SYSTEM (INSTALLED PER JOINTS BUT SHALL M UP. SPECS.) 4 A SELF -ADHERING MEMBRANE JOINTS STOPPED AND z, PLASHING OVER APPROVED TIED A7 EACH SIDE. PROVIDE 2k4 BLOCKING I" MIN LATH PLASHING TO EXTEND TO PIPE OVER J�j PER ASTM CI063 LAP, a" AP "1.10.1.4 PLACED FLAT MAX. 6' TO 8" � ALL LAP CONTROL JOINT JOINT FALLS ONL JOINT 2 APER LAP \ �' CONT. BEAD OF SEALANT 18'ENERS FOR LATH TO BE NAILS OR STRUCTURAL STUD SC -ALE: I I/2'=I'-m" INSTALL APPROVED HOUSEWRAP AIR INFILTRATION BARRIER OVER STAPLES IN COMPLIANCE W/ ASTM CI063 SHEATHING 2. WIRE TIES TO BE (NO. IS) 0.0475' WIRE 3. BLOCKING SHOWN MAY BE IN ADDIT1/ ELASTOMERIC COATING OVER STUCCO/ TO WALL STUDS REQUIRED PER PLAN it C.V. FINISH (SEE TYP WALL SECTION) „r 1 a1a�',' ,., •�;� .. , ,I' VERTICAL LATH & PAPER DETAIL WOOD STUDS SECTION PER FBC R703.6.1 Exterior lathing and plastering SHEATHING y Exterior use of portland cement plaster NOTE. OR 1/16' ZIP SHEATHINGS 9Y81 M shall comply with the application SIDE LAPS OF METAL (INSTALLED PER MANUF. SPECS.) requirements of ASTM C 926-12A. PLASTER BASES SHALL NOTE: BE SECURED TO BUILDINGS Q 6. MIN. Installation of exterior lathing and framing O"M" TYPE CONTROL JOINT FRAMING MEMBERS- PAPER LaP IF ZIP SHEATHING SYSTEM 15 shall comply with ASTM C 1063-12A. THEY SHALL BE TIED INSTALLED, PLEASE SEE BETWEEN 5UPPORTS WITH 0D4'15-IN. (121-MM) STUCCO :>' Y"° LAP ® LATN MANUFACTURERS WIRE AT INTERVALS NOT PaPER INSTALLATION PROCEDURES MORE THAN S' (229-MM). O AS PER A5TM CI063 I. FOLD NWARD • PT. A ( J I. FOLD MW4RD • 101'. A i.8.1. 2. CREASE • PT. 5 �J jj'� NOT : ®FOLD KI C KO U T FOR REPAIR OP TEARS ® IN WRB LAYERS, TEARS IN LATH Flf=E f N TRAT I ON DETAIL C FRA1 l DETAIL MAY Be PATCHED & PAPER DETAIL W/HOUSE WRAP TAPE FN,T.S.PE R MANUF. SPEC. OR FOLD PEEL d STICK •4Fr' ® 1/16" ZIP SHEATHINCz SYSTEM ( INSTALLED PER OMANUF. SPECS.) OR L FOLD INWARD • O I-FOLDNWARD e PT. A WOOD SHEATHING OR CMU 3 ''"- A z. CREASE • 1-1. B WRB LAYER 01, 2. CREASE 0 M B 3. CREASE • Pr. c STUCCO WRAP (FRAME ONLY) 3. CREASE • PT. C. 4. FOLD FT. G OVER FT. B TILL PT. G TOUCI es 44 OMF"" ® THICK, 3 COAT CEMENT PLASTER (FRAME), M) GOAT LEGEND - OVER CEMENT PLASTER (GMU)70 IIaMETAL LATH (FRAME ONLY)LAP WR5 4 TAPE DRAINAGE PLANE (U 5 0 ®FOLD ® ROOF/WALL 5CREED .,, WATER TOWT �. LANT' R #1/ STUCCO UJRAP) NOTE: GrAL FOLD, eQ eQ1eur. IF ZIP SHEATHING SYSTEM 15 i' rHluc. 3 coAr CEMENT Z �✓"X$" "L" WR TYPE CONTINUOUS III # PLASTER (ERA, 0' 2 COAT GALV. METAL FLASHING � L R 2 il°ORT I1� I B R INSTALLED, PLEASE SEE M) MANUFACTURERS Ce'MNT PLASTER (CM) z INSTALLATION PROCEDURES WRI5 LAYER 02, FORTIF15ER (NAIL TO ROOF DECK, NOT B D C R� BUILDING PAPER (FRAME ONLY) WALL SHEATHINGS) UM LATER SI, CAP 514INGLE - DO NOT NAIL, t'ITAL LATH X X X X arucco WRAP(RRArE ONLY) INSTALL WITH ROOF CEMENT LAP LAYERS OF OUtLDNG WRAP OVER NAILNGS FLANW. STOP / ry 1 ABOVE STUCCO q BHPJGI_B8 1FRA1`IE ONLY) 8. e d ° MRAM OR `""EXTEl �arnaaLL SCREED ROOF DEMENT - Sx5ROOF PER ELEVATIONS LLOOD SHEATHING g OR rt/10" ZIP 5HEATHING SYSTEM KICK -CUT FLA04NO (SEE ( INSTALLED PER IMANL4r. SPECS.) DETAIL) �0 SELF-ADHE51VE FLAeHING NOTE: IF ZIP 51-4EATI-4ING SYSTEM 15 NOTE INSTALLED, PLEASE SEE MANMANUFACTURERSt*' ETAL LATH: LATH TO 5E PER F15C FELT UISDERLAYMENT WATER TICNT SEAL (BEND OR INSTALLATION PROCEDURES SOLDER, DO NOT CUT) Ri03.�o.1 / ASTr~l C-84l-Oe/ 1 1'IN. 2.E LB5, NCrM; NStALL KIGKCUT SHNCSLE ROOFNO tLFLASFirWs AT BOTTOM OF ROOF 4 /'� 1� /� t t 1� %� WALL NTERMCtIGNS PER SQ. ARD CU I IL I I OR NO1�1NAL DRIP EDGES OVERLAP 3' EXTEND 1/2' BELOW SNEAT14M, MECHANICALLY FASCIA WRAP ,, -I� ,, p �-y L DOES O P C I I C A T (ON S FASTEN 4' O.C. MAX p F L ) ` C � I N [ _ N.T.5. L11J X A R C H I T E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y W Q Co W ti I, 14, a y Q F 4 otmDrv. da LOT: CREEKSIDE LOT #7 PROJECT# 04321.000 MOD( s 4EBB "1828- CALI" GARAGE 8TrMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA A ""a�` DATE: 11/10/1'7 99CAXM: 1/4"=1'-0" NOTE: IF ZIP SI-IEATI-IINC: SYSTEM IS It MEMBSTALLRANE 6' FLASHING IERINc, INSTALLED, PLEASE SEE MEMBRANE) ASHINCz OVER STUCCO MANUFACTURERS FL TOP, EOr)NON VAAND BL 1=1NISN INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 6" SELF AD+4ESIYE WOOD CONSTRUCTION SEQUENCE OF FLASHING; TO BE: OVER TOP 4 SIDES '1/16" ZIP SHEATHINGS SYSTEM 1/16' ZIP SHEATHINGS SYSTEM I BOTTOM 2 SIDES 3 TOP (IN5TALLED PER MANLE. SPECS.) OR !INSTALLED PER MANUF. SPECS.) OR X: VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHING WOOD SHEATHINGS X SIDES SEALANT At TOP AND FLAS-IINis �1RB LAYER "I, ti /// SIDES ONLY. SEALANT 15 t0 BE /—WRB LAYER "I, / STUCCO WRAP t� 1 =P 0✓ AC. Tn r1CCl CI"T UNIT40 1- Ct[ 1� II 1G Ai l ® ,^I* WATER AWAY FRQ%JOINTS. I �1 pR MAh1l1P- DRY�i2 I I I �y I.� /� u��v w/� I WR5 LAYER P, FORTIFIBER I N / BUILpINCs PAPER ' i VENT AP S A ALL VENT CAP (SET IN METAL LATH JOINT INTE cTIONS CONT. SEALANT) W Y ORTIFIBER f WOOD I/8' TEXTURED 1 I Y AL T At PERIMETER OF U� GONSTRUGTION —FINISH WOOD BACKER ROD 1 OV E FRAME AND STUCCO FASTEN TO WOOD STRUCTURAL ON A SIDES. Ya" ;AULKING JOINT SEALANT MEMBER ®�' OG. MAX TOP 4 SIDES I-IICK, 3 GOAT CEMENT } Y�' To14° MID -WALL ROUND i" e' CMU PER FBC R703.6.1 PLASTER WEEP 5GREED Exterior lathing and plastering IS+ BAGGER ROD Exterior use of Portland cement plaster DRYER VENT B LO C K� i "4 shall comply with the application %8 TO y8 MID -WALL requirements of ASTM C 926-12A. WEEP SCREED 1' X 9 6° WIDE STRIP SELF 1 Installation of exterior lathing and framing ADHESIVE FLASHINCS, CLEAN MASONRY BEFORE APPLYING �r' X shall comply with ASTM C 1063-12A. 6" SELF-ADHEVVE � WR5 LAYER 01, x; FLASHING STUCCO WRAP TEXTURED X' HOODED VENT OVER I QUICK ER FINISH *MASONRY _ _ WOOD FRAMED ,�B HORIZONTAL WEEP SCREED THICK, 3 COAT CEMENT FLASH" � � � WALL PLASTER FRAME TO BLOCK METAL LATH _ HORIZONTAL WEEP SCREED WR5 LAYER 02, FORTIFIBER PIPE THROUCxH / '/ WALL FRAME TO FRAME NOTE - IF WOOD SHEATHING IF ZIP SHEATHINGSYSTEM IS _ IF ZIP SHEATHING SYSTEM 15 INSTALLED, INSTALLED, PLEASE SEE PLEASE SEE MANUFACTURERS MANUFACTURERS 6� DRYER VENT (FRAME) 6"sELI=ADHESIVE / /i INSTALLATION PROCEDURES INSTALLATION PROCEDURES FLASHING (INSTALL PER MANUF. SPECS.) ' OR 1/I6' ZIP 6PEATWIWO SYSTEM 00 (N !INSTALLED t°ER MANUrUF. SPECS.) BUILDING PAPER WOOD SHEATHING UNDER "QUICK FLASH" WR5 LAYER *1I, R5 LAYER M. NOTE: GUT OPENINGS IN STUCCO WRAP STUCCO WRAP IF ZIP SI }EAtI 41NCa SYSTEM IS APPROVED HOUSEWRAP WR5 LAYER 02, FORTIFI5ER INSTALLED, PLEASE SEE FOR BOX INSTALLATION BUILDING PAPER MANUFACTURERS WOOD uctloN INSTALLATION PROCEDURES CUT "X" INTO t Af WRB LAYER "I, SELF-ADHERINGz X METAL H A VE N T PENETRATION STUCCO WRAP MEMBRANE PLASHING t SCALE: N.T.S. 8' CMU v L ASI B APPLY SELF -ADHERING 6 I AND I WOOD SI-IEAtI-((NCx MEM5RNrz OVER BOX AND OVER 15' MID -WALL APPROVED WRB LAYER VEEP SCREF� "I 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY 5Er-oRE APPLYINGAPPROVED Z FLASHING1315 WRB LAYER "I, STUCCO WRAP ELEC. METER FIELD I STONE VENEER VERIFY LOCATION ELEC. METER FIELD OVER SCRATCH GOAL VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN SELF-ADHERINCx NO MEMBRANE GRADE "D" FELT MEMBRANE FLASHING -N ENTERS BOX, OVER APPLY STUCCO SCRATCH COAT APPLY TO FACE SELF -ADHERING FLAQHORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT EDCzE AFRO E OVER PRIOR TO INSTALLING ELEC. HODUSE RAP W/STONE VENEER PRIOR (FRAME TO BLOCK � WRB LAYER "2,F0RT11=1BER CAVITY TO BE FILLED PUILDING PAPER WIT! -I RIGID POLYMERIC �TEf= 5T � 4 LE �T ISOCYANOTE-POLYBLEND FOAM JL �1 (11GREAT STUFF" OR SIMILAR) �I ACt/1MCt�l/" APPLY A SILICON DRAINAGE PLANE (WRB BASE SEALANT AT POINT LAYER #I, STUCCO WRAP) THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD WRB LAYER 02 (FORTIFIBER - - - - - GRADE 'D' BULDING PAPER) AREA TO RECEIVE STUCCO SCRATCH COAT SEALANT AT ALL i" IE7,4L LAT'L4 x—x—x—x 4 1 COAT OF PAINT W/BACK- UOINT6 AND ROLL PRIOR TO INTERSECTIONS STUCCO ELEC. METER INSTALLATION PROVIDE STUCCO SGRATCI-I COAT LARGER THAN TPE ELEC. •o.o•o•o e • O• O• O e •eA06o o.o.00• o •o.e.o 0 .o.o•o•o WOOD 5PEATL41NG METER CAN OR METER CAN � OR 1/16' ZIP SHEA-HING SYSTEM COMBO OR METER CAN AND 5EL1`I AD4EESIVE FLAS54fi`G — — DISCONNECT �T E f= #E:) 6T F NOTE: i"IETAL LATH: LAT-4 TO BE PER I=BC ELECTRICAL CONDUIT' ELECTRICAL RECEPTACLE R103.6.1 / ASTM C-547-013, MIN. 2.5 LBS. 8 PENETRATION PER SCE. YARD (L"ILITY OR Nci IINAL LAT+4 DOES NOT i~ ET SPECII°ICATIONS) A R C H IT E C T S 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w U W ti 0. a U w Q F 8LJHDIy. ae LOOT: CREEKSIDE LOT #7 PROZBCT* 04321.000 MODEL; 4EBB 1828- CALI" GARAGE 81RNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA Wov nRIORT 11/1©/17 BCALM: 1 /4"=l'- EXT. WOOD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WRB LAYER #I, STUCCO WRAP SUB -FLOOR DECKING: WEATHER RESISTIVE WRB LAYER "2, PORTIPIBER �' BARRIER wl 3" X 3' 26 GA GALV. WEATHER RESISTIVE WOOD FINISH LAYER l2 LAYER CONSTRUCTION BUILDINGS PAPER PRE ENG'D TRUSS PEEL E STICK) METAL DRIP EDGE / BARRIER "2 -Y4' HAT CHANNEL 's° tl IIGK, 3 COA EMENT WEATHER RESISTIVE 6" PEEL E SEALANT,X�" MISET IN FULL N. � I = rc" SAP. UAW TYPE 'X' DRYWALL PLASTER BARRIER M SPACE FROM DRIP y� PEEL t STICK 6" SAP. P P SCREED WEATHER RESISTIVE STICK DRIP FACE TO TREX / , EDGE t0 1 FULLY EMBEDDEID TO S T ING H WEEP SCREED BARRIER "2 �; IN ROOF CEMENT THICK 3 COAT CEMENT DECK OSI IN V RIES 1, WOOD SHEATHING PLASTER S i I V X 3' 26 GSA. GALV. RIP EDGE WRB LAYER 01, f �`� `� METAL LATH / J PROD 44 SEALANT" GAP FOR R SET IN FMETAL DULLL 15ED OF STUCCO WRAP / \ WOOD SHEATHINGS I X"XI %" P.T. OR SIMULATED Ya' GAP FOR BACKER gEALANT, }4" MIN. i" THICK, 3 GOAT CEMENT �` WOOD (TREX) FILLER, VINYL CASINGS BEAD ROD a SEALANT SPACE FROM DRIP CONTINUOUS PLASTER ' ` FACE TO TREX WEATHER RESISTIVE 6" SELF-ADHEREING WATER PROOFING let t WEA R SISTIVE VINYL CASING BEAD BARRIER 01 AM66-WFWG-181D GUSTO SI A , t ry �-- FLASHING WRAPPED i TOP OF WEEP SCREED EXTERIOR GRADE LAYER (2 LAYER PEEL R "I W RESISTIVE .� DRY WALL STICK) WRAPPED FROM RIE "2 -�- ATHE SISTIVE WATER PROOFING lat : ` TO SHEATHING BELOW BALCONY DECK t0 „,gyp R I 02 LAYER (2 LAYER PEEL "---- "� XT I COLUMN "✓✓ i WRB LAYER 0I, "CHICK, 3 GOAT CEMENT CANTILEVER APARrwoiec�nwr #STICK) .a ° ra F-JL ° N SHEATHING STUCCO WRAP 4" POSITIVE DRAIN PLASTER WEEP SCREED 6' PEEL t STICK a E MEMBRANE, DRIP EDGSE to DECK END OVER DRIP PEEL • SttC VINYL CORNER BEAD , WRB LAYER 02, FORTIFIBER VINYL CASING BEAD SUB FLOOR t EDGE I SAP. BUILDINGS PAPER NO GAP IN FIELD ----_ (SHOWN FOR CLARIFICATION OF ®® 3' X 3" 26 GSA. GALV. SUB FLOOR I U L L FLASHING --'---"'-- , SEPARATE ACCESSORIES ONLY) FULLY EMBEDDED IN METAL DRIP EDGE � OF CEMENT - _ t , --- SET IN FULL BED OF ------ - --- t W SELF-ADHEREING SEALANT, 'MIN. I " X 3" 26 GA. GALV. FLASHING WRAPPED I X,xl %' T. R SI ACED 4 SPACE FROM DRIP METAL DRIP EDGE WRB LAYER I _ i CORNER OF CANTILEVER ( REX) ILL R, SEt IN FULL BED Or - STUCCO WRAP ` m FACE TO TREX °XI T. OR SIMULATED 4' POSITIVE DRAIN N S OD TREX) FILLER, SEALANT, N�' MIN. VINYL CASING BEAD SPACE FROM DRIP AMICO AM66-WFWC-'180 `. I it WEEP SCREED FOR BACKER TINUOUS OOFING lst �pgCE t0 TREX CUSTOM CASING BEAD D E SEALANT LAYER WATER PC BEAVER PEEL E Ya" GAP FOR SEALANT - VINYL CASING BEAD FI SH LAYER l2 LAYER OPT. BACKER ROD. -- PEEL t STICK) STICK) WRAPPED PROM WATER PROOFING lot CANT][]C�EVE]E� DR1]P MODIFIED90 3/4 RESILIENT BALCONY DECK TO LAYER (2 LAYER PEEL i NO GAP IN FIELD CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE: 10 HAt CHANNEL SEPARATE ACCESSORIES ONLY) IP ZIP SHEATHING SYSTEM IS �I D �j VINYL CASING BEAD PLA6GEKR3 COAL CEMENT HAT CHANNEL BALCONY DECK TO VINYL CASING BEAD I I' CANTILEVER CASING BEAD INSTALLED, PLEASE SEE METAL LATH j' TTICK, 3 GOAT CEMENT MANUFACTURERS 5I8' TYPE "X" DRYWALL WOOD SHEATHING PLASTER 10 A DTL. CQ CANT. INSTALLATION PROCEDURES W/TEXTURED e PAINTED WEATHER RESISTIVE 5/8" TYPE "X" DRYWALL METAL LATH SCALE: 1 1/2'=I'-(D" LE L E N D FINISµAtHR RESISTIVE WIiEXTURED E PAINTED WOOD SHEAtI{fNG i" THICK, 3 COAT CEMENT 5ARRIER 02 FINISH PLASTER 4" POSITIVE DRAIN J" THICK, 3 COAT CEMENT 4' POSITIVE DRAIN NOTE. DRAINAGE PLANE t(�UJ RR VINYL CORNER BEAD WEEP SCREED PLASTER WEEP SCREED LAYER #I, 5TUGCO WRAP) (S GAP IN FIELD VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF 1"IETAL LATH; LATH TO 8E PER 1:5C (SHOWN FOR CLARIFICATION OF VINYL CASING HEAD SEPARATE ACCESSORIES ONLY R703.6.1 / ASTI"f C=84m1=09, 111N. 2-F5 L55_ WRB LAYER #2 (=ORTIFIBEIR — — — — — SEPARATE ACCESSORIES ONLY) PER SQ. YARD (UTILITY OR NOl"fINAL BUILDING PAPER) BALCONY DRIP BALCONY DRIP LATH DOSS NOT 1"1ET SPECf1sfCAT10NS) 1'�I'ET,�L L,4T�+ x x x x 11A EDGE INSTALLATION 11C EDGE INSTALLATION (� COLUMN (WrL" FLASHING) SCALE: NTS NOTE: 0 1 WOOD CTION STUCCO WOOD SHEATHING NOTE: IF ZIP SHEAT ING SY E IS as vw' ZIP eueAruinu, SrsreM INSTALLED, P EASE E MSTAlLWPereMANLP.ePrCAJ IF ZIP SHEATHING SYSTEM IS 00, MANUFACTU RS TH R ISTIVE INSTALLED, PLEASE SEE INSTALLATIONPROCIE RES I UJOOD 5HEATI41NG 2x I=RAMING MEMBER WRB LAYER M, MANUFACTURERS STUCCO WRAP 3ti INSTALLATION PROCEDURES 3/4 RESILIENT HER RESISTIVE HAT CHANNEL BARRIER "2" THICK, 3 COAT CEMENT ; = FLA5HING PLASTER WOOD SHEATHINCx 5ELF=ADHE5IVE VINYL CASING BEAD — — — WRB LAYER "2, FORTIFIBER J" THICK, 3 GOAT CEMENT BUILDINGS PAPER k ' 2 I/2" CORNER BEAD wRB LAYER PLASTER - 5/8" TYPE 'X° ALL METAL LATH F,45TENED TO SHEATHING W/tExtU PAI Woop sH1NG' -1" O.G. MAX. METAL LATH 1 1 STUCCO WRAP FINI oa 7n ' zm ire rsTwl > x sac�ic x X xr.�s _ M''� THICK, 3 COAT CEMENT I wRB LATER2, 1=0RTfFIBER HI At CEMENT (2) 2x12 FADER ' PLASTER i I BUILDINCz PAPER WRB LAYER *1, ro"SELF-ADHERINCs = VINYL CORNER BEAD 4 POSITIVE DRAIN STUCCO WRAP FLASHINC: METAL LATH WEEP SCREED (EXPLODED THICK, 3 GOAT CEMENT WOOD SHEATHING VINYL CASING BEAD NO GAP IN FIELD i' 1 VIEW FOR PLASTER (SHOWN FOR CLARIFICATION OF 1 I CLARITY) SEPARATE ACCESSORIES ONLY) METAL LATH DRIP GAP DRIP EDGE 11D INSTALLATION WRB LAYER 02, FORTIF15ER BUILDING PAPER WINDOW FLANGE \�~` NOTE: WRB�L YER Ill e IF ZIP SHEATHING S' sTr=M IS -WOOD GONSTRUCftON ,¶ C O RNE-I R B E-I AD � �I RAM�I sTUCC WRAP INSTALLED, PLEASE SEE L MANUFACTURERS 2 1 /2 INSTALLATI PROCEDURES —WEATHER RESISTIVE \ \� BARRIER "I i GARNER 5EAD WRB LAYER 02, FORTIFIBER —WEATHER RESISTIVE (FASTENER 4 SPACING � rt" O.G. BUILDING PAPER BARRIER 02 METAL LATH i ' THICK, 3 COAT CEMENT VINYL CASING BEAD , PLASTER THICK, 3 COAT CEMENT e ; TYPE 'X' DRYWALL METAL LATH PLASTER W/TEXTURED 4 PAINTED e FINISH , , / 10WAMPG BTSta=M 6 "SELF-ADI-IERINC� ` ' r f 5 A ANt17.6�cs.� GMU FLASI-IINCs i ' THICK, 3 COAT GEMEN F = I �d17Elt> ` e PLASTER 5S" THICK, 3 GOAT CEMENT VINYL CORNER BEAD VINYL CORP. 4 DRIP CAP POSITIVE DRAIN PLASTER APPLIED WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION Or - SEPARATE ACCESSORIES ONLY) 14�¶ B C, O �NBI R BEAD C BLOCK-15 B CASING BEAD @ WINDOW \ @DRIP EDGFRAME, NO BAND E INSTALLATION +� I T E d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I F W w ti. 0 4 A F C Miff- stn3 v. as LOT: CREEKSIDE LOT #7 PROJECT# 04321.000 acoaEu 4EBB "1828—CALI" GARAGE BVfMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C DATE: 11 /10/17 SCALE: 1/4 PJl=11— 0" SHEET WA3 ��R NOTE;--------- --------------------------- IF ZIP SI-IEAtl-41NC•� SYSTEM 15'"�--------------------------------- INSTALLED, PLEASE SEE Y4' rxAP T� P °-rHicG, 3 GOAT CEMENT i" THICK, 3 GOAT CEMENT PLASTER \ WOOD SHEATHING MANUFACTURERS GATo �MA� P tAL ATH �/ SEALANT" �� 1X TRIM MEMBER METAL LATH , . , INSTALLATION PROCEDURES a STUCCO TO � � \� STUCCO COYWRAP SIDING TRANSITION LAYER 02, FORt11=1C3ER WOOD SHEATHING UILDING PAPER SIDING I 4 I WR5 LAYER 02, FORTIFeER r'— WOOD SI-4EAtNINCs m 5UILDING PAPER ' � WRB LATER #I, I I WINDOW FRAME , STUCCO WRAP METAL LATH ...... WRB LAYER #2, FORTIFIBER THICK, 3 coAt CEMENT '8 WRB LAYER #2, FORTF18ER 8 c w WRB LAYER �1 BUILDINCx PAPER i BTUCCO WRAP - BEAD VINYLCASING PLASTER BUILDING PAPER ` ,,,,,.....,.,.,,,,,.......... (W/3/e" FLEXIBLE PVC BACKER ROD) 6"5ELF-ADHERING x; METAL LATH CASING BEAD FLASHING b' SELF-ADHEREING VINYL ANGLED 10, \��lEXPLODED a T4-41GK, 3 GOAT GEl"IENT FLASHING OR PEEL E STICK T CASING BEAD I cVIELU LARI FOR CASTER SIDING T O S rI' U C C O WRB LAYER 01, STUCCO WRAP, WRAPPED AROUND FRAMING CASING BEAD MEMBER 18 6" 5ELF ADHESIVE FLASHING DRIP CAP (CROSS SECTION) WINDOW FLANGE B L "I"a; ~� �` WOOD SHEATHING I 2X FRAMING $ G WRAP WOOD CONSTRUCTION `\ MEMBER DETAIL BELOW EXPLODED VIN'I'L ANGLED / BEYOND GAGING BEAD e WOOD SHEATHING ` `. FOR CLARITY ` RE518TIVE BARRER R 02, FORTIFIBER `�__----- -------------------------------WRP LAYE-- ------------------------------------------------- - 0BUI\ PAPEs1srIED9 aE' METAL LAtI 1 °' `,.7 �Ji 1(rbiLAALP SIDING b° SELF-ADHERINCs Iwi -------------------------------------------------------------------------------------------------- • i i I FLASHING F' THICK 3 COAT CEMENT " T�41CK, 3 COAT CEMENT �i % b' SELF -ADHERING : ' „ i" FLASHMG d WEATHER RESISTIVE Y4 �P Ti f� `. 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MEMBER ' WRB LATER #1, APPLY FULL 5ED OF SEALANT BETWEEN STUCCO WRAP 1.000p S�I�r�TI� f NCB PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPEGIFIGATION5) `\� BUILDING FLANGE BUILDING WRAP WRB LAYER 02, FORTH-15ER WRAP BUILDING PAPER IIf WOOD CONSTRUCTION W ---------------------------------------------------------------------------' i R5 LA��ER 11, BEYOND _ VSELNGDµERING rLASPI" D SHEATHING THIGK, 3 GOAT CEMENT '� STUGG0 WRAF I3 ATTHI R RESISTIVE ,,/ PLASTER WEATHER 01 To LAP \ BARRIER TO LAP E Z BEADWINDOW CASING BARRIERSISTIVE / / / \ b' ABOVE TOP " II q / ! ` Z ASHING X X iLUfR5 LAB T R �1 FORTIF15ER X/ F"AAPSIDINCs // i 4 16 A ! 8U f LD INCH Pr4PR / IER01 RESISTIVE VINYL ANGLED rLAS IING DHERING z XATHER RESISTIVE CASING BEAD '�� / \\ \ \ BaRR1ER Z VINYL CASING BEAD �� STARTER STRIP GALV'D METAL ' /� /� }�� p0 NOT CAULK OR I I 15, 1 'Z" FLASHING 11 LK OJR_ -� I GK, G 0,4 T G I I �lT SEAL OPENING \ / �. •� SEAL OPENIDO NOT NNG (EXPLODED 8�+ GALV�D METAL WEATHER RESISTIVE p VIEW FOR L y4J T R 'z' FLASHING BARRIER "1 TO LAP LEGEND WI Y' XOD TRIM MEMR 6' SIMULATED b" MM. ABOVE TOP CLARITY) OBE _ OF 'z" FLASHING x Y 6' 61MULATEp DRAINAGE PLANE (WRB I I Ys' X (W/' FLEXIBLE \ / i wooD TRIM MEMBER LAYER #1, STUCCO WRAP BACKER ROD) \ / ' SELF -ADHERING I=LASSHILNCsaDHERING I II WRB LAYER 02 CFORT11=1BER — CEMNTPLASTER \1N ORAAGPPROVEDSEALANT BUILDING PAPER BERsILWEATHER RESISTIVE ARRIR BARRIER "I METAL LATH X—X—X—X E-Z BEAD VNYL CASING AISE WRRSICASING BEAD BARRIER wl (W/%' FLEXIBLE PVC BAND (F-5%)AME) SACKER ROD) STUCCO SIDING TO STUCCO WEATHER RESISTIVE 17ACa? FRAME TO FRAME BARRIER 02 WOOD 5H4EATH4ING SCALE: 1 1/2" =1' -m ° TRANSITION OR 1/16' ZIP SI-IEATWNG SYSTEM (INSTALLED PER MANUF. SPEGSJ 19 SELF-ADHESIVE FLASH4ING — — — — A R C H I T E C T S Design rou inc. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 w w U w 0 F a q 4 4 ti strHaiv. e� zroT: CREEKSIDE LOT #7 PROJECT# 04321.000 MOaEs 4EBB "1828-CALI" GARAGE SIVING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ROLAND A ABOUCHACRAI AR NO 93723 // DATA: 11/10/17 8CAXM 1/4' =1'-0" 810CET WA4, 1RCHITECTS I a CUT HOUSEM AT 45' ANGLE MODIFIED 'I' CUT IN HOUSEWRAP LINE OF l OPENING APPROVED HOUSEWRAP OVER SHEATHNG OVER UV STUD WALL STEP 1 INSTALL 6' SELF-ADHERNG FLASHING OVER NAILING FLANGE AT JAM56 EXTEND FLASHING MN I' BELOW SILL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 6 61 TEMPORARILY FOLD -UP f SEG HOUSEWRAP(0 TUCK FLAP UNC at HEAD FOLD HOUSEW IN AT JAMBS 4 SLOPE SILL R INSTALL V SELF -ADHERING FLASHING OVER viNTL HEAD FLASHING (WITH END DAMS) NAILING FLANGE EXTEND VINYL MN STEP 7 ALIGN FLASHING W/ INT. EDGE OF BILL R.O. MECHANICALLY FASTI=N FANNED EDGES.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE FOLD DOWN DIAGC ACRO WINDC v � i� a tiff 1DE ADHESIVE :XIBLE FLASHIN! DER DRIP CAP ECTO-WRAP EQUI V) WINDOW FLAS-flaTING INSTALLATION DETAILS (FULL WRAP NOTE-, IF zIP SHEATHING 51'StEM 15 IN5TALLED, PLEASE 5EE INSTALLATION PROGEDL4RES Y Ne NG DINT NOTE: I. IT IS THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS MR MANUFACTURERS WRITTEN SPECIFICATIONS WAFNING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAME3 TO SILL JOINTS WITH DOW 1159 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORK NOTE: — REPAIR SCHEME SHOWN SHALL BE IMF'-E:MENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENINCs NOTE: 'SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT 6 Des u02. Gro 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 F W clil V W O 0. Q F A F» 2 I stmDrv. Aa LOT: CREEKSIDE LOT #7 PROJECT# 04321.000 MODEL: 4EBB "1828-CALI" GARAGE FSW MG: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT STATE OF FLORIDA I A ABOU&ACRA NO 93723 DA=: 11/10/17 8CALE: 1 /4" =1' - 0" BIDET 5 2x6 SUB -BAND W/1 "x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK DRIP EDGE 7/5" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH 9 CMU METAL PA I\ I\ I\ I\ I \ j \ 2X6 SUB I r \ METAL FASCIA \ WRAP Y8" FROM \ STUCCO, 1" FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \ NOTE: NOTCH FOR 2X(o SUB BANS) ONLY i `\ I � ELEVATION \ —ROOF KICK OUT REMOVED \\ FOR CLARITY —ROOF DECK (BEYOND) DRIP EDGE, I" OFF WALL 'VNOT INTO STUCCO) �— I-I/5" TEXTURED FINISH / WOOD, 1/2" TEXTURED FINISH 19) CMU ',,,-12x6 SUB -BAND W/1"x4" NOTCH -a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8" TEXTURED KNISH m WOOD, I/2' TEXTURED FINISH + CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER "I, STUCCO IlP.4P (FRAME ONLY) WRB LAYER 02, FORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SI-IEATI41NG SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -(d" SCABBED TO TRUSS W/126 NAILS 6"-8" O.C. MAX. 2x SUB -BAND W/lY"x4" NOTCH Is END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL 0P WALL SUB BAND DETAIL QP 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/1y"x4" NOTCH -a END, WRAPPED IN PEEL 4 STICK 'ROOr- CEMENT a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENT5) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/1y"x4" NOTCH -m END, WRAPPED IN PEEL 4 STICK %ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A R C H IT EC T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 w w U W ti a a U w a F SvBDrv. de LOT: CREEKSIDE LOT #7 PROJECT# 04321.000 MODEr1 4EBB 1828- CALI" G/1RA0E 8WWG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA m nZfid. 11/10/17 SCA M1. 1/4"=1'-0" Sr�ET WA