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HomeMy WebLinkAboutBUILDING PLAN• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: DR 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 REVIEW BY BUILDER THE CONTRACT DOCUMENTS. BLVD, ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN :S DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER TAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT 9ED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS 3 THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR 'ORMATION) TO THE ARCHITECT OR ENGINEER FOR DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN TTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN UP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF STRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN ERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION ED ON THE DRAWING SET. 828 �j S 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS -FLORIDA BUILDING CODE RESIDENTIAL ABV. ABOVE LAV. LAVATORY (FBCR) 2017, 6th EDITION A/C AIR CONDITIONING LUX LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET - FLORIDA FIRE PREVENTION CODE 6TH EDITION ALT, ALTERNATE M. MANUFACTURER - NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION AMP. AMPERAGE MIN. MINIMUM -ALL LOCAL AND STATE CODES BD. BOARD MTD. MOUNTED CL CENTER LINE MTL. METAL .00CUPANCY — RESIDENTIAL, GROUP R3 CAB. CABINET N.T.S. NOT TO SCALE •CONSTRUCTION TYPE — VB �• CEILING O.C. ON CENTER • MIN. INTERIOR FINISH — CLASS B CONC. CLEAR CONCRETE P.B. PROPERTY BBUUTTONE • BASIC WIND SPEED — Vult=160 MPH CPT. CARPET PH. PHONE Vasd=124 MPH C.T. CERAMIC TILE PLT. PLATE D. DRYER PLYWD. PLYWOOD • EXPOSURE — D DBL. DOUBLE PR. PAIR • 1—STORY RESIDENCE — D.G. DUAL GLAZED P.T. PRESSURE TREATED • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL DIM DIAMETER R. RISER DIM. DIMENSION RAD. RADIO AND STATE CODES DISP. DISPOSAL R.A.G. RETURN AM GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAU, S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EQ. EACH ELEVATION EQUALS SHT. G. SHEET SHEAFGSQ.FT. CALCS EML EXHAUST SAL, SIMILAR Mr. EXTERIOR SL. SLIDING LIVING 1828 50. FT. F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS GARAGE 430 SQ. FT. F.G. FUEL GAS STD. STANDARD ENTRY 16 5Q. I=T. FIN, FINISH SO SHEAR WALL SECTION LANAI LANAI 88 SQ. FT. FLUOR. FLORESCENT sc FR. DR. FTG. FRENCH DOOR FOOTING TEMP. THK, TEMPERED GLASS THICK TOTAL 2362 SQ.1=T. GA. GAUGE T.O.C. TOP OF CURB GAR, GARAGE T.O.P. TOP OF PLATE A/C VOLUME 1(008(o.5 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.H. HOSE BIB W. WASHER H.C. HOIJAW CORE W/ WITH HDR. HEADER WD, WOOD HOT. OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER BEATER INT. INTERIOR W.L WROUGHT IRON REVISIONS REV. I DATE 9/18 IBID SET ISSUED DESCRIPTION FILE COPY SCANNJ:u BY $ftUCIeG'dno/ INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI —COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG IA —DOWEL PLAN PG 1B—LINTEL SCHEDULE (CAST—CRETE) PG 1B.2—SAFE LOAD TABLES PG 2 —FLOOR PLAN PG 3C—ELEVATIONS "C" PG 4C—FRAMING PLAN PG 4.2—CONNECTOR SCHEDULE PG 5—ELECTRICAL PLAN PG 6—HVAC PLAN PG Dl—FOUNDATION DETAILS/SECTIONS PG D2-1—STORY WALL SECTIONS & NOTES (SHINGLE) PG D3-2—STORY WALL SECTIONS (SHINGLE) PG D4—MISC. DETAILS PG D5—PRODUCT APPROVALS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS d N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W h v W 0 F c,a q A CF atrsarv. ae LOT: CREEKSIDE LOT 66 PR.OJ'&CT 0432r000 MODE 4EBB "1828-CALI" GAF.403E eWxa: LEFT PAG IM COVER PAGE 160 MPH EXP. C ARCHITECT STATE OF RLORIDA ROLAND A ABOUCHACRA AR NO 93723 02 /19 SCAlik 1/4-=1'-0" 1 c i 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. C. PV7i- I FIC CIVVI IV CCRCV YYIIV V /1%00vIl Inn IVIV . I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITP. 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. A. FLOOR LIVE LOADS R301.5 (PSF) Fb = 1,100 PSI Fv =175 PSI E=1,400,000 PSI I. SLEEPING ROOMS 30 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PRPERLY BRACED. (WHERE APPLICABLE) STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, II. ATTICS W/ STORAGE 20 HEADERS, AND POSTS. III. ATTICS W/OUT STORAGE 10 9. EXCAVATIONS TO BE A MINIMUM OF 3-0" BEYOND NEW FOOTO LINE. IV. POOLROOMS 75 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED V. BALCONIES AND DECKS 40 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTOL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. OTHERWISE). VI. STAIRS 40 VII, ALL OTHER ROOMS 40 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHII A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED, OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALEDaURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING B. FLOOR DEAD LOADS R301.4 15 (PSF) JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND:OUNTY BUILDING AND ZONING CODES. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. C. ROOF LIVE LOADS R301.6 I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA 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 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 6TH EDITION (2017). 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 FARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDINGADEQUATE 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, ETC UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBCR 3102.1. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR 310.2.1. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160MPH 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 6TH EDITION (2017) 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, OR20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017). 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO rE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDTION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMLNTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AID MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED CFHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORMTO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3W" 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL 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. MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF 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 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN INCH AND NOT MORE THAN 3W INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3 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 R606 211 OF THE FBCR 6TH EDITION (2017) 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 R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017). 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/4" 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. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP 92. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. 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 ACORROSION 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 ANDNUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12.OF THE FBCR 6TH EDITION (2017). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 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 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 3. CONDENSATION LINES SHALL BE MINIMUM 3/'PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. REINFORCING STEEL 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017). ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH EDITION (2017). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1 4 X W1 4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185 LAP EXTERIOR WALL COVERINGS SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN Y -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 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 Y2-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/2 THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3W" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/1 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-11 a & ASTM-C1063-12a. 3, LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: - ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS - 1" FLASHING HORZONTAL LATH AND PAPER DETAILS - PIPE PENETRATION DETAILS VENT PENETRATION DETAILS - WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS DRIP EDGE DETAILS - CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS - WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4, SHALL BE INSTALLED PER ASTM-Cl 063-11A AND R703.7 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION 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) . Il N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w w w 90 F 0. U w A A Etilmm de LOT: CREEKSIDE LOT 66 PROJECT 0437000 BEODELe 4EBB "1828- CALI" GARAGE E11lNKk LEFT PAGE: GENERAL NOTES 160 MPH EXP. C AFK�HITECT- STATE OF FLORIDA i MAY 93723 C� 02/19/18 1 ECA M: 1/4"=r-0" 1 4' CONC. SLAG TY '. In 3s a° 28�111_0" ---, XTEND END OF PVC. I ` 1 CHASE UP 12" ABOVE 24'X24'X12' CONC. ,COND.1 I`9 COND. CONC, PAD PAD w/3-*5 BARS 4 E.W. ON CHAIRS \I Dl DI MIN 3" COVER \\ �� 4" \\ ■ \\ r p Q' SLAB \ \1dk 0'-0" ELEV. 24°X24"X12" CONC. 1 `� Dl FIN. LONG. SLAB - PAD W/3-"5 BARS DI 0 \\\ E.U1. ON CHAIRS _ - C -- ■3 I/2° V\ MIN. 3' COVER \\ `� 4' CONC., REINF. W/ 6'x6" — �■ ■ ■ ■ ■ \\\\ W1.4XW1.4 WU1M ON 6-MIL POLY- ETHYLENE VAPOR RETARDER 10 ON WELL -COMPACTED CLEAN Di EXTEND 4 PVC \1 FILL TERMITE TREATMENT SHALL DI SLAB 1 1/2 CHASE \ BE BORA-CARE —may j \ m /0 14 I �{ r.,4.' 4 11 I ■ � � \ 1 I/ \\ j 3ro"x60, 1\ F--j� 7- 1 SHWR PAN r _1 \\\ I DW ILaJL J II I Off_ I �_===�n—J SINK 11 IREF 11 )c( I 1\ 11 L_J ■I�—= =��1 \\\ Ipp 1 a1 11rrPPVCCHASEI \\\ A _-1 I/ FOR ELEC. TO r--� _E/( ISLAND \ 1 1 I (� 3' I2' 11'-I' \� S 15'-10" 21-0' 1'-ll° 11 \ \ ■ 5 rR/A ,'I� EXTEND DI � I SLAB I I/2" l I I i \ \r!, . w5 I/2" 2X6 WALL _ ■ 0Cj2 — �00-) W L BOLLARD AS REQ. 5 LAV. PERLDCs. CODE DI 1m �I EXTEND II/2" J N -31/2' r I coNc. ■ SLAB I ■ ■■ oiL 1 ®'-ID" ELEv. S S I Dl FIN. CONC. SLAB DI I 1 1 /2 " � IJ If ■ L I' 4 FOUNDATION PLAN DI DI I " D1 2.ouIG's0" 2'-S" 63_4_ram, NOTES! 21'-4" 4'-4' 14'-0' - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS At REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF tl-iE FBCR 6TH EDITION (2017). 2 2' VTR i (\\ KITCHEN 1 I/v'j4' i I/2' SINK W/ 2" VtR i � 2 IA AUTO VENT In z" 201/2' 1 1 l I 1 WC 11/2 "1 2„ 2l11 1/2 11 LAV 1/2 3' 1 LAV 1 TUB I 2 11 WC V SHWR I J 1/2 1, 1 3" 3" 2" WASHER 11 2 " CO PLUMBING RISERTO " DIAGRAM MAIN SECURE STRAP TO UNIT W/ (2) "8xl 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONC. GONG. W/ C2)-3/16'X2' SLAB TAP -CONS TO PADNDETAION NOTE, MAIN COND. DRAIN 3/4" DIA. OAR HEAD ® 12, FROM STRUCTURE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 J 44 w w w 0 E ol w A F a BVHa LOT: CREEKSIDE LOT 66 PROJECT 0437000 �soDzu 4EBB "1828—CALI" GARAGE 8MUTG: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C DATjj: Q2/19/18 SCALE: 8HEET 14'-4------------- ■ ■ ■ ■ 2-4 ro m , 0 r t- i �1 N 1 N , m � m a I cil I UI ■ i s e N _ N e ■ ■■ ■. ;n 10'-4" DOEL PLAN I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i W W U W L O F a q q F BUDDI V. ee LOT: CREEKSIDE LOT 66 PROJECT 0437000 Moaloru 4EBB "1828—CALI" GARAGE FMING: LEFT PAGE DOWEL PLAN 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA ROL4�Q A A HE AR NO 93 23 n A rrrw.% 02/19/18 !9H> CT 1 A L— 3 — L— 3 L 4 l2) 3052-SH EGRESS (2) 30%-SH ----------- I LIVING ROOM AI 8 -8 CLG. 8'-8" CLG. OWNER'S - I SUITE L— 6 DINING I I °0 0. 00 - --- BATH I I _- 8'-8" CLG. W.I.C. I I -------- I-7------ I F I --------� I I — I I r--� KITCHEN ------ I I LAUN. 8'-8' cLG. I I L__1 cLCa I--� PAN. BDRM. #4/ I---1 -- 0 0 -- DEN =___ - Nq) i II I NN 0 m ut I I I II BDRM.#3 00 r-----i I I L ----- J II Q O I i BATH # 2 8'-8' CLG. GARAGE -FOYER_ BDRM.#2 8'-8' CLG. ENTRY 8 -8 CLG. L-7 I l2) 30'32-SH EGRESS O LINTEL SCHEDULE NOTE: THE LINTELS MAY 5E SUBSTITUTED WITH LINTELS FROM ANOTHI=R MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED AST�RETE' LINTEL SCHEDULE LINTEL NO. LENCsTI� TYPE COMMENTS � I 17'-4" SF28-181I? L 3 7'-6" 8�16-It3/1T L 4 8FI6-li3/IT L 5 9'-4' BFId�-IS/lt L 6 i'-6" 8F24-IB/lT L 7 4'-6' 8RF6-0i3/lt ABV. POOR ASSEMBLY -1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Fes, W w 4 F it W A F SVHDI4. de LAT: CREEKSIDE LOT 66 PROJECT 04321.000 MODEL: 4EBB "1828-CALI" GARAGE 8'1 MG: LEFT PAGE: LINTEL SCHEDULE t60 MPH EXP. C D 02%19/18 8HEET fD AM . A 92 " � FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS CASR!'r� GRAVITY LENGTH TYPE Su$ 8F8-OB SF12-0B 8F16-OB SF20-OB 8F240B 8F28-OB 8F32-OB 8F8-1B 8F12-113 8F16-1B 8F20-1B BF24-113 BF28-1B 8F32-1B 2'-10" (34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 T-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 7526 9004 1 10472 11936 4'-D" (4$") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4'-6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5-4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 1 6424 7450 5'-10" (70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 T-T (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9' 4" (112") PRECAST 57 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'-6" (126") PRECAST 456F-'65-8 482 802 1125 915 1122 1328 1535 1025 1514 2081 2774 3130 2404 11'-4" (136") PRECAST 445 1 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13'-4" (160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0" (168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14%8" (176") PRESTRESSED N [ . NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 17'-4" (208") PRESTRESSED N R, NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4" (232") PRESTRESSED N NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4" (256") PRESTRESSED N. NR NR NR NR NR NR NR 183 330 1 610 940 1340 1780 2110 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS UPLIFT LATERAL LENGTH TYPE 8F8-1T 8F12-1T 81`16-1T 8F20-1T 81`24-1T 81`28-1T 8F32-1T 8U8 81`8 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5' 4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5-10" (70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6-T (78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 T-T (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9' 4" (112") PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6" (126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'4" (136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12' 0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 1 486 818 1209 1514 1799 2086 13'-4" (160") PRECAST 500* 1 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8" (176") PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15'-4" (184") PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17'-4" (208") PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 19'-4" (232") PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'-4" (256) PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 22' 0" (264") PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 137 205 322 457 607 771 947 24'-0" (288") PRESTRESSED 127 1 165 1 244 312 380 447 515 N.R. 135 724 1 186 1 290 1 408 538 680 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4^Vrw44Rd GRAVITY LENGTTYPE H 8RU6 8RF6-0B SRF10-OB 8RF14-OB 8RF18-OB 8RF22-06 8RF26-08 8RF30-OB 8RF6-16 8RF10-1B 8RF14-18 8RF18-18 8RF22-1B 8RF26-113 8RF30-113 4'-4" (5211) PRECAST 1489 1591 1827 3053 3412 2982 4982 3954 6472 4929 7947 5904 9416 6880 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5'-8" (68") PRECAST 785 832 1602 1550 1 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5'-10" (70") PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6' 8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 8177 6707 T-6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 9'-8" (116") PRECAST 371 420 834 1253 1071 1342 1614 1886 535 928 1497 2179 2618 3595 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4^31r_44111111" UPLIFT LATERAL LENGTH TYPE 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-IT SRF30-1T 8RU6 8RF6 8RF6-2T 8RF1D-2T 8RF14-2T 8RF18-2T BRF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5453 5'-8" (68") PRECAST 924* 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5' 10" (70") PRECAST 896* 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6' $" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 110D 778 956 1468 1987 2509 3035 3563 7' 6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3157 9'-8" (116") PRECAST 533* 433 808 1123 1413 1704 1995 516 614 533 527 1009 1369 1728 2088 2450 -REUUUE VALUE BY ItNo 1-UR (3HAUE 40 HELL) REBAR #5 REBAR AT TOP MIN. (1) REQ'D ° 1-1/2" CLEAR TYPE DESIGNATION F = J = a. za -" FILLED WITH GROUT l U = UNFILLED U = ,: �. C.M.U. QUANTITY OF #5 REBAR AT a J " BOTTOM OF LINTEL CAVITY CO z ' . • ,. O °. GROUT 8F16-1 B/1 T #5 REBAR AT BOTTOM Jf OF LINTEL CAVITY NOMINAL WIDTH L QUANTITY OF #5 BOTTOM REINFORCING NOMINAL HEIGHT REBAR AT TOP 7-5/8"ACTUAL PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) SAFE LOAD TABLE NOTES MATERIALS GENERAL NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled 1. f c precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. lintels must be reduced by 20% if bearing length is less than 6-1/2". 2. fc 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 ASTM A615 GR60. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per ASTM A615 GR40 or GRfiO. longer with a nominal height of 8" meet or exceed L/180. addional reinforced masonry above the precast lintel. 6. Prestressingstrand per ASTM A416 grade p g 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 270 low relaxation. 7. 7/32" 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 7. 7/32 wire per ASTM A510. 8. Cast -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 C270 type M or S. 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. 9. All safe loads in units of pounds per linear foot. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w a v W 0 h U A F ti et?BDIV. de LOT: CREEKSIDE LOT 66 ]PROJECT MODEL: 4EBB GARAGE GARAGE OWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP. C 8CALIM r:H F-0-1i 02/19/18 COMPONENT AND CLADDING WIND LOADS BASIC WIND SIPOSUFIE FOR 3 SECOND GUM OPENINGS SOUARE ZONE 100 MPH WND (Volt) REMIAWS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA S.G.D. MIN. 72 5 30/-31 CRITERIA 8010 0.14.D. 56 5 30/-38 16070 0.14.D. 112 5 29/-35 SOFFIT N/A 5 31.6/-38.8 -6823 1;= ROOF TILE N/A 3 -5829 AppLfCA5LE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. D5L—. TOP PLATE �BARRDETAIL 2`=1'-0" DIM, VARM5 WALLS CABLE ROOF a For SL I fm m 304.8 aim, I dews w 0.01'75 rad. Note. a = 4 "ec:l In all cases. SQ.FT. CALC.'S LIVING 1&28 50. Ft. GARAGE 430 $0. Ft. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 16086.5 EQ. EQ, r O VANITY 4: GABLE ROOF$ 0 ::9 10' HIP ROOFS 100 s 30* FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES GROUND SNOW LOAD WIND DESIGN SI=ISMIC DE51GN GA?ACsORYf 5U5JECT t0 DAMAGE FROM WINTER DESIGN tEMp• ICI= 5ARRIr=R UNDERTLAYMENTHAZARDSe REQUIREDh FLOOD AIR FREEZING INDEX MEAN ANUAL 1EMp1 SpEeDd (MP1I) TOPOGRAPHIC �FECT5 WEATHERING° FROST LINE DEAL{° TERMITE NA 160 C NA NEGLIGA5LE I NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE' INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH F5C R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR fN5ULATION 514ALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 TI 4ROUG4 FBC R302.10.5 I O VANITY 100 a 0 :!� 30t, NOTE: -2-5 LOUV, DOOR W/ AIR HANDLER ON ME' DOOR W/ RETURN PLENUM AND RETURN All - VERIFY CONDENSER PAD LOCATION WITF -OTHER OPENINGS 5ETWEEN THE: GARAGE 5E EQUIPPED WITH SOLID WOOD DOORS N MM) IN THICKNESS, SOLID ORHONEYCOM5. LESS THAN 1 3/8" (35 MM) THICK, OR 20-MII EXTERIOR MA60NRY WALL 5R3. 1-EIGHTS Immmomnl 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 r 4W y W rQ w 4 4 U w a F q E; EtJHDIP LOT: CREEKSIDE LOT 66 PFCOJECT 0437000 moDET.4 4EBB "18-/2�8—CALI" GARAGE SWMG: LEFT PAGBr FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA AR'kNO93 ROLAACRA DATj& 02/19/18 8CALBl:1/4"=1'-0" 8*1=T 1 8'—an Orr RIDGE �VENT 1 0'-0' FIN. FLR �• C it VE4101 TEXTURED FINISH 8'-8" BRCS. 11-�II I OFF RIDGE VENT I - o l TYP. 0'-0" FIN. FLR OFF RIDGE VENT BLDG. PGT. 4' FRIEZE SAND v - go OPT. COACH LIGHT 0'-0' FIN. FLR 12 �WAJ SHINGLE ROOF DECORATIVE FOAM DRAIN TILES .4 T�� 0' FYPONORATIVEnQ kVALENtSHUTTERS R a� c0 4" RAISED g (� BAND (TYP.) C�8 I r 0 -O' ]-1N. FLR. TEXTURED FINISH NOTE. WALL FENESTRATION FLASHING AS PER FBCR R103.4 0'-0" FIN. FLR J 0'-0" FIN. FLR. LEFT E 1LEVATI O N TEXTURED FINISH 0 -0" FIN. FLR _ oF`F RIDGE VENT OFF RIDGE r -1 N 17Z I G H T ELEVATION TEXTURED FINISH W-W BRG. HGTT. �0'-0" FIN. FLR MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8A7 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = AX 1176 IN UPPERPORTION OFATTIC = 470.4 SQ, IN. (BALANCETO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 4.09 TOTAL#OF VENTS PROVIDED = 5 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEET OF SOFFIT REQUI RI 67.20 CVO DETAIL -2I 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 00 ti N W W to F G w A F F ti [PROJECT tnmrv. de LO'i': CREEKSIDE LOT 66 0432 .000 ODEr.: 4EBB "1828-CALI" GARAGE BWUM- LEFT PAGE: ELEVATION 1f ry 77 160 MPH EXP. C DATM. 02/19/18 8CALM.1/4"=f-0" �• j tl--�l � �n 3 II II II I II II II II If II II PE AL-2 L>-\— I A Al A6 _ y/A A5 O l)ilr ® 4 A �U — — _ — _ — _ A3 X 21_ Af 0 ��LAA /1_/T II _ I011 ( 1_011Ar sKK// KJ 1ICC// KJ IU' IV — 1� w Z a T— _ -- — — LULU O0 m - R AIA — °m< _ LL f Z — — 22'X54" oII ArcrAs I — 71 Q I I II I I 52 I I I I 54 55 I I I I 56 I Stu I D CsE C-*e 3' J" 3'-o" 3'-oll 3'-o" 3'-011 3'-011 3'-0° 3' a" 3'-P?' I=1ELD 1=RAh1ED 1X4 DIACs CsAPLE END ARCI-4 ® V -0" 51M. C 4ORD 5R4CW-v Afi - ORACI?4G, SEE DtL. '4' tYP. SHEET D2 FRAMING P" LAN 1441 N. RONALD PH: 407-77R4E6AGAN BLVD, LONGWOOD, FL 32750 078 FAX: 407-774-4078mwww.abdesigngroup.cAA #: 00031325 w w w t 0 E U W A F ti Stnmm ae LOT: CREEKSIDE LOT 66 PROJECT 0437000 MODEL: 4EBB "1828-CALI" GARAGE 8WING: LEFT PAGE: FRAMING PLAN 160 MPH EXP. C DATE: 02/19/18 8CALE: i/r-f-ow SHEET CONNECTOR SCHEDULE II CONTROL DATE: 01-05-17 MiTek USP SIMPSON MiTek USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 META-16 1450 (8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4" (8)10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" (2) HTA 16-18 2430 (2) META-16 1985 (12) 10d x 11/2" 1-PLY, EMBED 4" (10)10d x 11/2" 1-PLY, EMBED 4" 1900 (10) 16d 2-PLY, EMBED 4" (14) 16d 2-PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (10) 10d X 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" >- cC Z (2) HTA-20 2430 (2) HETA-20 2035 (12) 10d x 11/2",1-PLY, EMBED 4" (10)10d x 11/2" 1-PLY, EMBED 4" 2500 (10) 16d 2-PLY, EMBED 4 " (12) l6d 2-PLY, EMBED 4" NO LUGT-2 2260 LGT-2 2150 BLK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d (7) - 1/4" x 21/4" TITEN, WOOD (16) 16d 'Q DHTA-20 2430 DETAL-20 2480 (16) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15 + 4175 MGT + 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD) (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD HUGT2 + 9790 HGT-2+ 10980 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD HUGT3 + 9860 HGT-3+ 10530 WOOD (8)10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) lod TO WOOD LUGT-3 3525 LGT3-SDS2.5 3285 CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25 (12) SDS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL LPTA 1510 PARALLELTO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL (10) 10d x 11/2" (10) 10d x 1-1/2" MUGT15 4175 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4)10d TOP/(6) 10d FACE/(12) 10d BACK OF I RUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16} SDS 1/4"x3" HUGT 7185 (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) lod (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SDS 1/4"x3" MTW 12 1195 MTS-12 1000 (14) 10d x 11/2", (14) 10d (14) 10d X 11/2" HTW 16 1260 HTS-16 1150 (16) 30d X 11/2", (16) 10d (16)10d X 11/2" HTW 20 1530 HTS-20 1450 (24) 10d X 11/2", (20) lod (24)10d X 11/2" HTW 24 1530 HTS-24 1450 (24) 10d X 11/2", (20)10d (24)10d x 11/2" LSTA 12 ++ 930 LSTA-12 ++ 925 (10)10d (10)10d LSTA 18 ++ 1235 LSTA 18 ++ 1235 (14)10d (14)10d MSTA-18 ++ 1310 MSTA-18 ++ 1315 (14)10d (14)10d MSTA-24 ++ 1640 MSTA-24 ++ 1640 (18)10d (18)10d to MSTA-30 ++ 2065 MSTA-30 ++ 2050 (22)10d (22)10d 4 MS FA-36 ++ 2065 MSTA-36 ++ 2050 (26)10d (26) 10d N KSTI236 3890 MSTI-36 3800 (36)10d X 11/2" (36)10d X 11/2" KTS1248 5140 MSTI-48 5065 (48) 10d X 11/2" (48) 10d X 1 1/2" LFTA6 1210 H6 950 (16) 8d x 11/2", (16) 8d) (8) 8d TO PLATES, (8) 8d TO STUDS (6) 10d x 11/2" TO STUDS SPT24 1030 SP4 885 (6) 10d TO STUDS (6) lod TO PLATE MP34 525 IN F1 @ 160% A34 515 IN F1 @ 160% (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. (4) Sd x 11/2" TO BEAM, (4) Sd x 11/2" TO POST. HHCP2 800 HCP2 645 (10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12) 10d X 11/2" RT16A 1380 H10A 1140 (9) 10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE (18) 10d X 11/2" MUGT15 & PHD4A 4175 VGT & HDU4 4565 (28) lod TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x21/2" W7THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 VGT & HD7B 4940 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2200 6665 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12) 16d TO WOOD PAU66 2380 16005 ABU 66Z 2300 12000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD LTS19+++ 1205 LTT19 +++ 1340 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (8)10d TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD LTS20B +++ 1100 LIT20B+++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x 1-1/2 TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) lod TO WOOD 0 HTT45 4160 HTT4 4235 (1) 5/8" A.T.R, IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC,,: (26) 16d X 2 1/2" Z HTT45 5005 HTT5 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16d X21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 21/2" Q UPHD11 + 14395 HHDQ11-SDS 2 5+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) WS3 WOOD SCREWS (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS Y" x 2;4" WOOD SCREWS PHDSA 6525 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED} IN CONC. (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTS TO WOOD TDX8 7870 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD NFM35X12U 2580 7130 MBHA MBHA 1.25 3475 5330 (1) 1/2"' 1-BOLT W MIN 6" EMBED & NOT LESSTHAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/RE'DHEAD DYNA.BOLT SLEEVE ANCHOR OR EQ W/MIN 5' EMBED INSTALLED IN FACE. (14)10d AT101ST (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18)10d TO BEAM HUS4121F 3060 2710(100%) HUSC412 (WOOD} 3635 2660(100%) (10) 16d TO HEADER, (SO) 16d TO WOOD (10) 16d TO HEADER, (10) 16d TO WOOD 3325 (125%) 3265 (125%) 0HD4101F (CMU) 1950 5000 HUC410 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) lod TO WOOD (18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: Z 2 HD210-21F (CMU) 1950 5000 HUC210-2 (CMU) 1800 4500 (18)1/4"" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) lad TO WOOD (18)1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: HD210-31F (CMU) 1950 5000 HUC210-3 (CMU) 1800 4500 (18)1/4"" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10)10d TO WOOD (18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) lOdTO WOOD: LGUM26-2 2125 6065 SGUM26-2-SI2 1430 5595 (4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS (4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE)TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD HIGH STRENGTH EPDXY = USP CIA -GEL 7000-C. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U, WALL MUST BE FILLED SOLID w/GROUT. ++10d COMMON NAILS CAN BE SUBSTITUTED WITH lod x 1.1/2" NAILS IN CONJUNCTION WITH A 23%REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. H +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" w ~O Z A.T.R. = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) 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 TZ/ HDG 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 & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 2015-2016. SOFFIT SHALL COMPLY WITH FBC R703.1.2.1 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MTTEK-USP OR EQUAL, U,N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * FOR OPEN WEB TRUSSES -TRUSS TO MASONRY/CONCRETE SHALL BE HTA16 (INCLUDING FLOOR TRUSSES). " FOR FLOOR JOISTS (I -JOISTS) - STRUCTURAL RIM BOARD TO MASONRY /CONCRETE SHALL BE HTA16 AT 32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR I -JOIST STRAP TO MASONRY/CONCRETE SHALL BE HTA16-18 AT 24" ON CENTER MAX. a TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES). 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 & MINIMUM WALL& HEADER STUD RECL ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES @ EA. END. CUT PITCH & BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 7. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. 8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12. 9. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS. HEADER SPAN CHART SINGLE STORE" APPLICATION SIZE CLEAR SPAN DBL 2 x 6 DBL 2 x 8 DBL 2 x 10 DE5L 2 x 12 UP TO 5'-4" 5'-4' TO 7'-0" 7'-0" TO 10'-0" 10-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 x 6 D15L 2 x 8 DBL 2 x 10 DBL 2 x 12 UP TO 5'-0' 5'-0' TO 6'-4' 6'-4' TO 8"-0' 8'-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS r-TAXIMUM HEADER SEDAN (ft.) UP TO 5'-0" TO 8'-0" U.N.O. 4'-II I/2" 7'-II I/2" AND UP NUMBER OF I-4EADER STUDS SUPPORTING END OF HEADER 1 2 3 NUM51=R OF FULL LENGTH STUDS AT EACH END OF HEADER 1 2 3 2x12 (02 SYfo) i/I6" OSE3 NAIL (3) 12d ® 6'-8' D.G. TYP. 2x12 BM. f HDR. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 E W W U w O W A F E4 rummN aC LoF CREEKSIDE LOT 66 I PRO.MCT# 04321.000 MODELA 4EBB "1828- CALI" GARAGE D'f1111MG: LEFT PAGE: CONNECTOR SCHEDULE 160 MPH EXP. C ARCH[TECT STATE OF FLORIDA ROL A. _ CRA AR NO 93723 DATA 02/19/18 SCALE; 1/4-!=f-0" 0 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES WP Panel MAIN -A -� 1291V OutLEt 70 AMP SINGLE POLE PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B umv outLET FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 1 /2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. IIOV OUTLET 117 or ED SWITIC. 4 OUTLET WIR Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire GFI 110v OUTLET E11=F5A I W/ (TAM FAUL — NESISTA T 1 (TAMPER GOND. #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space RESISTANT TTFEJ WP #12 2 20 Irrigation Pump 1000 3 4 Space TIT 5304 A/C C.U.-1 35 2 #8 22mV OUTLET r4J WIRE CONNECTION �I r 5 6 r -q-- UIP EXr. WATERFROCf GROUND PALLET \ ■ -L �, _._ _ - Space 7 8 tl- GFI OUTLEY hiTERRLLPRER � - -- �■ swlrc + LANAI PANEL - A CEILING PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. LIVING ROOM 9WItCH 3-tuAY OpER. - r BE LIGHT FEEDER: 341 Cu THWN & 1-#6Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 146 Cu (G) in 1 1/2" C. �4 SWITCH 4-WAYOPER. OWNER'S INSTALLED, PROVIDE WALL MOUNTED SUITE y (P I_ WFAN GFI J-BO>< FOR LJ LIGHT }- �l"]!\ % OPT. FAN Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire _ # 12 1 20 Small Appliance 1500 1 2 e CEILING LIGHT L \ _ - _ - _ _ - 8000 Range 50 2 #6 ` \ # 12 1 20 Microwa�! Hood GFI 1800 3 4 Lo) VP � dlVAPOR PROGF PRE -WIRED \ \ ' � � - - #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 CLG FAN \ , - - # 12 1 20 Refrigerator 1500 7 8 l0\ RECESSED CAN \ ` _ # 12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 \ I DINING #12 1 20 Bath GFI Receptacles 1200 11 12 1500 Dishnrasher GFI 20 1 #12 �-• PRE WIRED -- \ I tS>' ROOM #14 1 15 Foyer/ Hall / Bed. #2 & #3/ Bath 02 AFCI 900 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Lining Room, Lanai Lights AFCI 900 15 16 VENT' FAN I Cl" PER BQ. Pt + #14 1 15 Kitchen, Pantry, & Dining Lights AFCI 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 WILIGH I GFr1 PER 84 Fr. 'S'D\� #12 1 20 Laund I Bed #4 f Den AFCI 1200 21 22 ('{-�� / ry 1200 Garage Lights and Receptacles GFI 20 1 #12 -- rJ, GO -- Space 23 24 Soo Owners Suite AFCI 15 1 1 #14 _ _ i 900 Owners Bathroom AFCI 15 1 #14 FIMLLRE ■ IPM (SPEG'B tt3D 91' .'� '� Space 25 26 d,X2, BULH WRAR •p � Q �- 1 Space 27 28 900 Exterior Lights and Recept GFI 15 1 #14 FLUORESGENt ANp / \ >- - - - 'O*DE SWITCH IN Space 29 30 1000 Irrigation controls only 20 1 #12 I T -v — — — —ET Space 31 3z space F s' FLuORESGENT - - - Space 33 34 Space Space 35 36 Space Ve - A' I �' Space 37 38 Space 4 FLUORESr.ENT 1 _ I BATH \`• \ CAI #8 2 35 AIC AHU-1 5525 39 40 Space gg ggTRAGIC LIGHT V (Heater 5 KVA at 65% 41 42 Space 1 / W.I.C.AI� PANEL -' \ iREF Load subject to demand factor calculations /line 16000 27600 Load subject to demand factor calculations I line �IIIIII�■ METER /.. CHEN \ Demand Factor Calculations: O S.D. eMDKE DETECTOR BATT. n� , - � n Q LAUN, \ \ �I Total load subject to demand factor 43600 ABBREVIATIONS: �Iu1 AFCI: ARC FAULT CIRCUIT INTERRUPTER CsFI / PAN. / First 10000 watts at 100% 10000 NC: NON -COINCIDENT LOAD WALL MOUNTED BATt. BACK-UP O i - Sp. Sf1010E DETECTOR UV HARDWIRE i �- - �� j ROE Remaining watts at 40% 13440 HART. HACK -UP uv I - MM GFI: GROUND FAULT INTERRUPTER S�Go emolla MONOXMi IHNAI®WI�.RE�NIEG'tt:D G� �� ! � ••� CsFI ��. j %FI _ Total A/C load 10829 Cpy®O SHALL ae A DISTANCE �,_ \ OF NOT LESS T 4' BDRM. 4 L — — PI wALL LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD PENDANT LIGFIt EN Total Connected Load Watts 34269 Total Amps (watts 1 240 wits) 142.8 NATURA-- HOOD WIRE W/ OUTLET 4A8 ( General Lighting & Rece tacle Load Ifl OUTLET / ` " \ U \ OUTLET FOR 9 9 P FUTURE MICRO Total A/C square Feet 1828 PRE-WIRi=D J 5484 TELEFI40ME JACK CLG FAN / �,S O General Lts &Rec 3 WLIU ! Sq. Ft. WATER HEATER / BDRM.#3 Hi -Hats 1 at 65W/Li ht at 100% 65 DISCGNNEGr MIN. 1188' AP ATE - �./� I _ Total General Lights & Rec (Watts) 5549 r 7 (� }/ A/G AIR CONDITIONING 1216= 4NI cr IRA _ TELEVISION JACK -�_ �— — 1 — / = 1 I = J/ CLG FAN General Lts &Rec Panel A Ckt 9 watts/ckt Total watts CEILING P�Po w - W 44� I 1 617 5549 Q J_EIOX ACCORDANCE WV PDX WH '1 44 CsFI AFF CzFI I S ^, MARCEP A8 SUCH FORP B. FOR Gelu ctlHox Reml AFF - - - - - ! GARAGE _ DOOR CEILING FAWLIGHt MACGORDE7 R L _ - ' I� ....— BOLLARDl� eaPEC ION COI AS II / 1 WV1- FLOOD LIGHT PER BLDG WALL MOUNTED / ❑ � CODE L16HT W/SWITCH IN ATTIC ' �' _ / I BATH #2 H] P.H. PusH-ourtoN FORCFiIMEB `7 ueaPORr CsPI �/ j A � 1 PROVIDE 3"2/0 CU, tl-4LL7N + 1116 GU fN 2" CONDUIT OR 3 METER i CLG. 0410 AL, THWN + 1% CU IN 2" CONDUIT. �O ES FIELD OUTLET YLESS - - \ l) y (CONDUIT TO TERMINATE ABOVE SOFFIT m oVERHANG.) LOCATION OF TV JACKS 4 PHONE OUTLETS 4 z FANS TO BE VERIFIED ® HOMEOWNER LOI � FfXTURE \ PRE -CONSTRUCTION MEETING. FOYE \ BDRM. 2 ALL RECEPTACLES IN ALL HABITABLE IRRIGATION \ 150 r�AMP ELECTRICAL R 15E R ROOMS TO BE ARC FAULT PROTECTED PER OUTLET ® ; ELECTRICAL PROVISIONS DF FBCR 6TH OUTLET ET �� ` \� NOT TO SCALE. COMBINATION SERVICE 150 AMP EDITION (2011). DISCONNECT SWITCH AND 120/240 VOLT 20 AMP DEDIGAtEP LAUNDRY CIRCUIT. GFI ENTRY GENERAL NOTES: M ELECTRIC METER IN I PHASE GFI ® ISLAND (NOT ON KITCHEN CIRCUIT) GARAGE — _ - PRE WIRED — A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO DISHWASHER DISCONNECT TO BE LOCKOUT CLG FAN COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH PANEL IN PANEL \ \ EDITION (201-0 LOCAL CODES, AND ALL LOCAL POWER BATHROOM EXHAUST FAN TO HAVE MIN. \ \ COMPANY REQUIREMENTS, CAPACITY OF 50 GFM INTERMITTENT PER I "v 150A/2P V P.B FOR I ELECTRICAL PRO PROVISIONS OF SECTION — } g I B. ALL CONDUCTORS SHALL BE TYPE THHN/TWWN UNLESS MCIB MI501-4 }�GR 6TH EDITION (2011). NOTED OTHERWISE. LAUNDRY ROOM RECEPTACLE SHALL BE it GROUND FAULT CIRCUIT -INTERRUPTER - - _ - - TELEPHONE SERVIC= GABLE TELEVISION PROTECTION 2- -OR PERSONNEL ON FEEDERS — > > — _ _ ENTRANCE EQUIPMENT SERVICE ENTRANCE WIRING METHOD SHALL BE NON METALLIC ' — — — — — — — — — — - CABLE PER ELECTRICAL PROVISIONS OF OPT. — — — — — — — — FBCR 6TH ED (2011). COACH POWER COMPANY ALL WORK TO COMPLY WITH ELECTRICAL LIGHT TRANSFORMER PROVISIONS OF THE FBCR 6TH ED (20I1). INTERSYSTEM BONDINGx ALL LAMPS SHALL BE SELECTED BY TERMINAL AT LOW BUILDER AND 15% OF LIGHTING MUST BE GRADE VOLTAGE CONNECTIONS ENERGY EFFICIENT TYPE PER F.B.C.ENERGY PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2'' DIA SCHEDULE 50 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (Al.-) IN 2" DIA SCHEDULE W PVC CONDUIT UNLESS SERVICE IS PROVfDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6TH EDITION (2011). 5/a" DIA X 5 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J w r�i W O ti Q F IBtJHEm a LOT: CREEKSIDE LOT 66 FrMJ'ZCT 0437000 MOD== 4EBB "1828-CALI" GARA IC 8WnfG: LEFT FII ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA NT DAZ 02/19/18 SCA=: 1/4*=f -O' SHEET 5 CALI rzOUIPMENT SCHEDULE 3 TONS mr-G CARRIER CU 26)H5C53&A*030* A14U PX4DN(5F)03-IL HEAT 5Kw SEAR 15 SEER TOTAL CAP 34800 ELECTRIC 208/230/II-If= 5RKR CU 35 ANU 35 REP LIN3=S 3/4' E 3/6' HVAC LAYOUT PLAN F W h W U W 0 F U A F stn3DIV. & LOT: CREEKSIDE LOT 66 PROJECT 04321000 MODEIA 4EBB "1828-CALI" GARAGE BRING: LEFT PAGE: HVAC PLAN 160 MPH EXP. C DATB�: 02/19/18 SHEET tD (U 5 REBAR VERTICALLY W/ CONC. Y V Y FOUR CELL 6TUP6 i it SEE ENERGY CODE FORMS FOR INSULATION R-VN_Ue8 AtE YO STUD W! z TEXTURED FINISH SP, No O,C. MAX TFN 21500 P61 • 26 DAYS LQ ? Wl 8' G111 . PLATE TO SLAB W1 }' � T LL1A841ER �; PLATE TO SLAM WV fOd SLAG RfiINFOR^ED . N V2' GYP. V_ BP. Y UV 2' WASHER T' D. K • OC MAX. N,4LL • 32' O.G. MAX b x b - WIdRUId WWUM. /— I" NOSL 149" i-" w . MIR . '32' OG MAX. 0'-0' IN. FLR IQ S ., 4' CONC. REINFORD W! 6'X6' ° 8 ° - o r'4 REBAR a STOP o WI.4XUlld WlF OR FIBERMESH ON ° a4 IR=INFORCEP Wl 6'Xb' W,4XIUTA 4 -I - L i - In' RAP J "? �7 ' e 6-MIL. VAPOR RETARDER ON : R`FORGED WV b'Xb' U.1.4)0UL4 _ ' CON- RE W) b'Nb' IU,4XW1A D- z U)1F PIBERMESH ON 6-MIL. VAPOR WIF OR FI 64 ON 6-MIL VAPOR OR ReER IEEi4 ON 6-MIL, VAPOR OR w O U.ELL-COMPACTED CLEAN FILL. - IY m m �` FLLL TE TE TREATMENT TO BE FILL. TERMITE TMBNT r0 BE } PILL N E TREATMENT TO BE 'I :- E . IRETARDER WELL -COMPACTED CLEAN [ ER ON UELL-COMPACTED p � � REY R ON HELL-COMPAGI'ED CLEAT Y � w � TERMITE TREATMENT D T BORA-CARE APPLIED AT FRAMING. - BORA- APPLIED AT FRAMING. I r� BORA-GARB A At FRAMING. BORA- APPLIED AT FRAMING- ? p �` a !2) 5 MBAR GHAIRB (3) 5 REBAR ON RB -- -' !a) 5 CHAIRS U4 w 12' Mh1 ; f2J'b I AM ON CHAIRS • • —' --- 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING J / W/ BLOCK WALL AT L.B.W. (W/ UPLIFT) AT L. B. W. AT L.B.W. (W/ NO —UPLIFT) 3 STAIR DETAIL NOT USED SCALE. I'=1'-0' 1 SCALE, I/)'.I'-0' ♦'., SCALE: V2'.I'-®' SCALE: I/1'•1'-�' IC+D eGALE=IR'•P-®' \v nJ °• ° REs .. 4' CONGI II'1F. W16'x6' WIAXWIAO LLIIUII ON \ ... < i-MLL POLY ETHYLENE VAPOR RETARDER w 4" ON YELL-cOh1PACl'Ei7 GLEAN FILL Y'6"R"IItE ! 4' GCNG, REWF. IW i-W W°44AAO U M m 8„ TREATMENT SHALL BE BORA-CANE ON 6-MLL IN FI'4YL8NE VAPOR STUDS 16' OL° MAX STUDS is O AX RETARDER ON YELL -COMPACTED CLEW !U 5 REBAR ON CHAIRS A' 4' FILL TERMITE TRFr4ThIB+t7 e4�W-L BE SECURE BOTTGM O W/ SECURE BOTTOMS SECURE P.y �yIT��AP,L9Aj�TE Ub THICKEN EDGE ooRA- 6fMPeorN aP4 ' O SIIMPSON SP4 • ' O Y WI MABaNRMh J )MAX�E` q GARAGE STEP-UP HE014T OF QAR fW SEG41E Br L o Wv;'xe' HEIGHT of GANe.r2E SECURE ST. O W1 dke'oor SON-E: IR'.I'-0' VARIES WITH BLOFE a' T' EMBED. VARIES WITH ELOPE 2' R.1 D- TO CLAD M W/ 10d NON— BEARING eon MIN . tt MIN • OG MAX M . 32' OG MAX Tarr X7 FOR EXPANSION D FOR EXPANSION 'w W ° °.T . .a . V-rAPMV'Lr /b'x&'W 4X UTAOUIIM IV w ?SON w.,° LL-COMPACTED GLEAN > FILL TERMITE TREATMENt SHALL Be z� 4 b'Xb' WL4XW,4 m a ® .. .. . _ . ' ° _ °-...— _ .°.f_ I ° � -CARE L OF - FI CN i-MIL VAPOR w .. RENFORCED WV 6'X6' WdXWId 'GONG. REIfFORCED UI/ b'X6' WIs4MWd CGR1C IiEINFOIsCED W/ 6'X6' WdXWL< �? RET-CVIIIPACTEP CLEAN 4' WLN ON FISER`ESH ON 6-MIL° VAPOR OR IRBEIRMES4 ON b-MIL, VAPOR FISERMEBH ON 6-MIL. VAPOR -. FILL. TREATMENT TO SE i-tt YET VAPOR REYARDER -. it {RtZA ON WELL -COMPACTED GLEAN z ER ON YELL-OOI'1PAGTEP CL w RET R ON YELL -COMPACTED CLEAN z'!r 'a RE AILED AT FRAMING- > < ALL B LEAN MILCARE '� b� _G" 4" FtCOR4- APPLIED TmtATMENTTO BE E i �, 4' 4° FIB_ TIE TREATMENT T�� � > � . I FILL I'I'E 'TREATMENT TO � R ON CHAIRS z U' E D AT -O" ,4" "J APPLIED AT FRAMING- 5 REBAR ON CHAIRS _ C2J 5 REBAR AIRS l3J 5 CHAIRS (2) 5 REBAR CHAIRS I s w 4 4 GARAGE STEP—UP p J w vi W Sf W 0 ti cq Q F A ti 1—STORY FOOTING RAGE STEP— GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. NON —BEARING 6 L B.W. W UPLIFT 6A 2—STORY L.B.W. W/ UPLIF 6B L.B.W. W/NO UPLIFT W NO UPLIFT 4A AT FRONT PORCHES 5 EXTENDED STEP '='- SCALE:1/1' -m' SCALE:I/2'•f 6C EXTENDED FOOTING diTE7MUWLL TO BE MIN. 3 COURSES SGALC : I/1' • I'-®' GRADE — RECESS FOR v e° GARAGE DOOR eealrim P.T. Sr. TO wa u 'EMBED. MN. ' OC M - !U 5 PEOAR VERTICALLY WU CONC. N'B REBAR I Y � d - 'xb' WAXIUL40 WIN POUTED CELLGE_ O -MIL Eh1YLENE YAPYJR SEGURe P.T. [/^'TE lW ®� L w G-E F TEWITE TREATMENT 64&L 4' OCNC, IEINK Uu 6'xb' WYW1,001,40 T ON I/2'XY Sh�IRE IIJELI-COMPACTED R'1' _ 6' QNU ERASED. 32 w m J e' s" 4" CARE 4-MIL l POLY E14� AN FF'OR CARDER ON i 1L NOTE, OPSE OPTIONAL UOF GARAGE 1 -� W ° a - of CONGIRETE CURB • GNRAOe ' -� O TERMNED BY A' INREBAR ON CHAIRS - TREATMENT SHALL BE BORA-CARE W) 6'xb' WA>01190 WIN ' -I LIM 1 8 TO B6 DJ=TEIRMII D B7 DIVISION,ON -M LY ETHYLENE VAPOR BUILDER BY DINBION- "6.6. l115 REBAR ON CHAIRS ETTMENSHALL C CRETE PAD (�'ETERFM'RI marl LT el-1ALL0E�EAN c.w .�IG4r YA1RE8 -IGFHr VARIES e7 SG4LE, IR'.r-o' 11 GARAGE DOOR FOOTING Q :i . INF. W/ b'xb' WIdXW440 UWfM a FI ITE TREATMENT SHALL BE STOP ON 6 POLY ETHYLENE VAPOR •' `.� - — N ° SCALE, 1R'=1'•®' a z tt <3) 5 R ON GHAIFb -ES ' F. . «, . -CARE �� z E - E ro J 4' GONG. READ LLV b'Xb' WdXW1.4 6� 1' RECE86 FOR 6 VARIES 1` _ •, p <- g. 4• E a a p 4 OR HNIERMES44 ON 6-MIL VAPOR S,GD. TRACK r 3' _ Tp p 4' CO NC° IEPFORGED UY 6'X6' WW WA _ a RDER ON YELL -COMPACTED CLEAN I W ° C2) 5 ON CHAIRS 0 r • IWP OR FIBERME614 GN 6-MIL. VAPOR r ° • ., FTILL. RMITE TREA11'NT TO BE W FINISH FLOOR FV 5 w RETARDER ON WELL -COMPACTED CLEAN - BORA_ APPLIED AT FRAMNCe. m U FILL TERMITE TREATMENT TO - I' ARAGE STEP—UP , .. ° BDRn-CARE APPLIED AT MRAMNG. 2—STORY L.B.W. n)�REBARaNc AIR• l3J5� CHAIRS GARAGE STEP—UP EXTENDED FOOTING G g. m 2 f iy a ii SCALE: I/2'=I'-0' BUSS Y, X Lopr 1-STORY L.B.W.°a ° Y�� ,����� �' �� ✓i�� ��_::_��w' i�i 1—STORY FOOTING 2—STORY FOOTING W/ UPLIFT E SLASIIn' CURBHEI ES AT GARAGE AT GARAGE SLAB AT S.G.D. CREEDSIDE 6D ExrENDED FOOTING ,�, 6, 8 �1A ,_ , 10 2 SHOWER RECESS FOOTER SCALE: D =1'-?J' SCALE: I/7 -I 0 Se v E: r=r-® SCALE, r=I'-0 LOT 66 z !V 5 REBAR VERTICALLY uw CONC. f- 0437000 POURED LL a 11 REINF. W/6'xb' WL4xwL40 WU1 PRO.T�iC CN 6-ttIL POLY ETHYLENE VAPOR INSULATICNN R—SEE ENEF12 -- - _. _ "° ' RETARDER ON WELL -COMPACTED CLEAT tEXTUREp 1 rM111 1ITE TREATMENT SHALL BE CARE S' O'Wl z f77 XODEra - W b RE ON G{AIRB LAB AT GARAGE `'ROUTED BOND SEA' 4 E B B L Q m __ _ VARIES ELEv. f f f f SERVICEENI,2 _DOOR ®' 0' F1N. FLR TRE9 AR U 10 H� = TIE VE°RTIGAL 1 8 8 — C ALI ° ° To HORIXLNT GROUTED BOND SEAM C e REBAR W/ 10, GARAGE F'�f x• WAG: ! TUC.GO NOT USED CAULK ANP SEAL ' VARIES I'ER tLEV. - B PER ELEV. z w TOP j - 4' CONC. REINTO�D W) 6'?(6' ON � — — LEFT ao 8 U - - 6-MI 'L. VAPOR RETARDER 4 1 GAO LINE E _ __. _ TIED BOND BEAN NOT USED Z PAGE: LL-COMPACTED CLEAN FILL. ' P� NTDEN� I - MONOLITHIC p ` �: TTE T1EA'ttNET1T TO BE �;; ON O'U1 FILLED CELL frYPJ 'FOPVC R LPNE 1 - -CARE APPLIED A7 - 6' PVC. CHASE THRU FOOTBNC• <a lFR4^tl GN CHAIRS 7K lud fT,NG 6' alp, 1-STORY FOUNDATION - (4)li'XT' ANCHGR BOLTS a !4)1S'M' �1J2' DRYWALL !2) 5 1!ffiAR ON CHAIRS p J-Blal76ANC S' E SOUS m UV a'X2'XIJS' UTABHER AND NUT SPACED EVENLY FiROM WOOD BABE FLOOR TO BOND BEAM- SET IN JOINTS C9) 5 REBAR ON CHAIRS ° a . 2—STORY FOOTING 0o, N DTLS/SECTIONS W BLOCK WALL EXT. /INT. FRAME WALL TO 13 16Q MPH EXP. C SCALE: 1/2'.I'-0' 15 BLOCK WALL CONNECTION lI x^CELL VERTICALLY W/CONG BGALE: I/2'.I'-O' BEE ENERGY COPE FORMS FOR z v ` ... INSULATION R-VALUE6 ON aMu I cLE.wa)r REMPREP u. eLEAOUT ReaWIReD ARCHITECT: 16 GAS LINE THRU BLOCK � 1/2'GYP-IIL.SP. FO1R'"�c'''c" - - FDRINa^EcnoN z woof SASE ° sa STATE OF FLORIDA w = 4' CONGw REM, W) 6'xb' WAXWAO WUM .-- I 1'y NOT USED 3' ; n oN i MIL POLY ETHYLENE VAPOR RETARDER ON UELL-COMPACTED CLEAN d-0' FIN. FVt 0'-0' FN FLR FILL TEN°TITE TREA'it`ENT SHALL BE !IJ 5 IEBAR ET M BIMTBO4 4K#I - �.. O BOR4-CARE �', ° ° O HORIZONTAL VtRTICAL ° ° IE VERTICAL REBAR 6TF'NIGTH EPDXY i' EMBED. T11hL a I C2) b REBAR • 1-STORY ° ° E C315 REBAR. 2-STORY - b HORIZONTAL 10' H REBAR UV 10 4NOO1C LLV 10 HOOK Ib 1 ry OUTSIDE RESAR TO BE q� n° 6' PVG UH°d.6E THRU FOOTING T �_ a a a s CONTINUOUS _ E� 11 4' CCNC- REW. WI b'x6' UAXW AO �., �� ° l 1 1115 VERT. DOWEL ° n/ A ` LAPPEP WV BOND BEAM V A °+�CIVi z Ir !a) 5 ReSAR ON CHAIRS AR WO 93.723 a WUMCNbTARpOLYEh17LENE HORIZONTAL/VERTICAL VAPOR RETARDER ON !1) 5 REBAR AT CORNERS % 1$70R7 • °R DELL-GOMPACTEp GLEAN FILL - UV a8' LAP I'TU+L ;� O 4" fl" 4° ISOPI ITC TREATMENT SHALL BE p ,�_4. a3)toRv HORIZONTAL/VERTICAL REINFORCING AT BORA-CARE 2 -1 MIS. LAP (3) 5 IRE6211! ON CHAIRS TYP. RETROFIT FOR - -- — INT PIPE THROUGH E REINFORCING BEARING BEARING CHANGE DATE: 02/19/16 OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING 8CAL8: 1/r=1'-0" c AT LINTEL CORNERS D W BLOCK. WALL 911EMT .® ALL EXTERIOR FOOTERS �T OOTES Arr F'IISIg SLAB' S r'O BE MIN. 12" BELOW UI�TDISTURBED SOIL CONTROL DATE: 07/01/15 � � FIBERGLASS SHINGLE" OVER 030 FELT PAPEI INSTALLED PER FBGI RR905.1.1 ON a" 0.62 SHEATHING OR }" CD PLYWOOD SECURE PER FASTENEI SCHEDUL PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN THICK, 3 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1-STORY (DEL OE: 3/4" SEE ENERGY CODE FORMS FOR gSULATION R-VALUES GYPSUM BOARD OR J" HIGH TRENGTH CLG. BOARD :ONC. FILLED LINTEL ELK W/ (1) 5 REBAR CONTINUOUS 'RECAST LINTEL EE ENERGY CODE FORMS FOR SULATION R-VALUES .JINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) wo REBAR VERTICALLY W/ CONC. POURED CELL lx2 P.T. FURRING STRIPS 6 16" O.G. 8' CMU 1/2' GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RR905.1.1 ON J" 0.5.5. SHEATHING OR }' CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRU55 WEEP SCREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ I/2"x9" A.B. w/ 2' DIA. WASHERS, *11 MIN. EMBEDMENT WITHIN 8' OF EA. END, 32" O.G. MAX IN FIELD. CONC. FILLED LINTEL BLK. W/ (1) S REBAR CONTINUOUS PRECAST LINTEL 5/5" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) 05 REBAR- VERTICALLY W/ CONC, POURED CELL 8' GMU z� 1-STORY GABLE BLOCK � WALLI SCALE: 3/4" = I' -0" 2x4 BLOCKING BETWEEN TRUSSES AT FIRST FIVE RAYS 4'-0" O.G. (AT SHEATHING SEAMS) STIFFBACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) PRE-ENG WC). TRUSS 24" Q.C. MAX. CONT. 2x4 RAT RUN SECURED W/ (2) 12d's EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUE5 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG, BOARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST GONG. SILL -Ix2 P.T. FURRING STRIPS A 24" O.G. 1/2" GYP. WL. BD, WOOD BASE 2X4w 3EcuRE To BLOCK W/ 94' 2x4: 2x4■,I TAPCONS OR DRIVE PIN 8ECUIRE TO BLOCK W/ SECURE 70 BLOCK LLK TAPGCNb OR DRIVE PIN (MIN. SHANK J 7APCONB OR DRIVE PIN (MIN. GHANK SITE J45 V MIN. HEAD 812E 300 = MIN. EA 1 Yti 7 (MN. SHANK SITE .10 MN. HEAD 300 MN. HEAD SIZE 300 D' CM WITHIN 8' OF EACH END < IN V OF 18' O,C. MAX SPACMCs NOTE: STRUCTURAL 2X MUST BE MN. EMBEDMENT I Y<) ME WITHIN 8' OF EACH END 4 2X MUST BE WIT E'MBEIaM A 149 EN NOTE. SIDESTRIJCTLIRALSEC RE MUST BE 8' OF EACH END J OUTSIDE < SECURED _LrlS' DOiTVM1LL I'X4' OR I'X2' P-T. NAILER 2X6= ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL Y*' TAPCCN IV O.C. MAX SPACNCi ONO SIDE 4 812c OUTSIDE 4 SECURED THROUGH NON-ST'RUC'IURAL 9b,' VOA IB OC MAX SPACING TROUGH NON-STRUCTURAL jb' Tw 2x6 Ix4 P.T. OR 94'X4' MIN. SECURE 70 BLOCK W/2-)i6' TAPC.GNS OR DRIVE PIN MN. I-Y4' EMBEPn>3'l7 INTO 2Xbm SE0,1E TO P.LOCK tAPCON MIN. I-Ya' EMBEDMIENT TAPC.CN MIN. 14 EMBEDMENT eEGURE t0 BLOCK INTO BLOGIC ❑ SECURE THRU PiRAME ! MI'L SHANK 812E U BLOCK WR4 TAPCGNS OR INTO BLOCK W/I-1/4, TApco%* OR DRIVE PN EX7ENP I-Y' INTO BLOCK 0 MN. HEAP SIZE 300 ) VVE ! PM (MN. SHANK SITE ❑ W/ W,' TAPCCNb OR DRIVE MN. EMBEDMENT I Ya') Df2Y1IMLL (MIN. SHANK SIZE .145 8' CMU .14E MIN. HEAD SITE 300 • CJMUU PIN (MN. SHANK SIZE J48 Wt7HIN 8' CP EA"OH END ♦ 18. O>r. MAX sppcING. 'X4' OR I'M P.T. NAILER M@L HEAD SIZE s00 MN. EMBEDMENT I Y4) 'DRYWALL MIN. EMBEDMENT I YEN , DRYWALL 'X4' MIN. HEAD SIZE 300 ❑ WITHIN 8' CP EACH ENp40, X4' OR I'X2' P7_ NAILER lV O.C. MAX BPACTHIN a' or HINrx 4IN. OR I'X2' P.T. NAILER DME42Xe+m TO 19LOCK WA-�l(`' J(`' O!i$. X4' MIN. 18. OG. MAX SPACING.SECURE THIB' CP EACH END TAPCOPIS OR DRIVE PIN 2XA�OBU3. X 4' MIN. 18.GBPAGNCs (MIN. BNAWG 81ZE .14E DOOR GAGING SECUREt0 BLOCK WRDOORING GASRJCs SECURE TO BLOCK W/I-I!4' DOOR5OR WNDCW MIN. HEAD 812E 300 MIN. EMBEDMENT I Y<') JAMB OR WINDOW TAPGCNS OR PRIV1= PDOOR (MIN. SHANK ERE .145DOOR JAMB OR WINDOWMANUFACTURES 7APCCNB OR P (MN SHANK SIZE J48 DOOR CASING DODR JAMB OR WINDOW ATTACH r0 2X PER WITHIN 8'OF EACH END 4 ATTACH 70 7X PER MANLPAGTURES DETAILS4. MIN. HEAP SIZE 300ATTACH TO 2k PER ATTACH TO 2X MR MIN. �Ry DETAILS. Is' Or- MAX SPACING. MIN. EMBEDMENT 1 Y<')MANUPACYURES DETAILS.NOTE: NIY4') MANUPAGTUI�S DETAIL& SHIM AS NEED>=PtO PLUMBNOTE: SHIM AS NEEDED TO Pw2MB WITHIN 8' CP EAC-4 ENDAS B'O.C. MAX SPACING.JAMB NEEDEP TO PLU"16 WITHIN VCP EACH END 4 NOTE, SHIM AS NEEDED TO PLUMBJAMB IV O.C. MAX SPACING. (DO NOT (Do Nor EXCP-ED Y4) JA^'B (DO NOT EXCEED R) (DO NOT EXCEEDYt') JAMB EXCEEDYI) DOOR JAMB TO BLOCK +9/4 OR +5/4 DOOR JAMB TO ffiACK +15/],¢" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLACK +3-7/15" /Ai w'Bi'DOII TO BLACK +3/4 OR +6/4 MWDOM TO BSDCS( 4.111151118 @ 1jj 0M TO BLOCK +3" (1 N1RD09 TO BLACK +3-7/18" 4 2X4,v 2x4<� SECURE to BLOCK W/ 9b' SECURE TO BLCCK W/ -to STEApCpNS TAPGONS OR DRIVE PIN SECURE TO BLOCK WH4' TAPCONS OR DRIVE PIN OR DCuRE RIVE R' (MIN. SHANK SIZE .14E TAPGONb OR DRIVE PIN (MIN. 91-I.dIVIL 812E U48 (MIN. SHANK SIZE J46 MIN. HEAD SIRE 300 (MIN. SHANK 817E .I4S MIN. HEAD SIZE 300 MIN. HEAD SITE 300 EMEECIMENT 8OF 4 IV OWN MIN. EMBEDMENT I Yi) WITHIN B' 0= £AG -I END 4 IS' OL. E MIN. EMBEDT'N7 I Y<) WITHIN 8. OF EACH END 4 B' O.C. EACH END MAX AGRYa, NOTE: STRUCTURAL 2x MUST MIN. EMBEDMENT �) EACH END 4 NOTE: STRUCTURAL 2X MUST WITHIN'= MAX SPAC MAX SPACING. NOTE° 41. 2X MUST � ON OITSODE t SEGUI D , BE ON OUTSIDE J SECURED MAX SPACING. 2X6 2X6m OUTSr OUTRIDE 4 SECI� SECURE t0 BLOCK TH THROUGH NON-STRUCTURAL 2X6a THROUGH NON-STRUCTURAL SEOJIRE 70 BLOCK w4-W6, SECURE TO 'sLocK W/2-')(�' AL THROUGH NON-87IeJCTURAL TH OU W/2-�Xn' TAPGONS OR 'i(i' TAPCON MIN. Q4' SECURE TO BLOCK W/I-Vd'' TAPGON MM. I-Y4' tAPCONB OR DRIVE PN 7APCONB OR DRIVE PIN tAPCON MN. 1-Y4' DRIVE PIN EMBEDMENT INTO BLOCK TAPCONB OR DRIVE PIN EMBEDMENT INTO BLOCK (MIN. SHANK SITE .14E (MIN. SHANK SIM .14E EMBEDMENT NTO BLOOC (MIN. SHANK SIZE J48 (MIN. SHANK BfZE J45 MPL. HEAD SIZE .300 nIN. HEAD 61YE j� MIN. HEAD SIZE 300 V Cm MIN. HEAD BITE .300 MN. EMBEDMENt 149 i Y'1 WITHIN MIN. EMBEOMMJ�K B, CMU MIN. EMBEDMENT I Y4') A- D�ALL MIN. P-IM.IAEDMENT I Yd) 8' Cm WITHIN 8' 0= EACH END ♦ g' GMU B' CF EACH END ' D WRHIN 8' OF EACH END IX4 OR I X2 P.T. NAILER UITI-IIN B' CP EACH E7Jp e 1V O.G MAX SPACWC V PRYWALL MAX SPACING.❑ ''tiL OR DO' P.T. NAILER 4 B' O.C. MAX SPACING. 2xa, 2ND 2X SECURE TO O''7>mMAX SPACNCx ❑ IIX4' OR I O' P.T. NAILER 2X8.m SECURE TO BLOCK W!J- ' ❑ I'X4' OR I'X2' P.T. NAILER CASNCs 2XD�I'X4' SECURE t0 OI.OR GAGNG SECUI� TO BLOCK py(Y d wRIt�HNMB OAP EAG-V SECURE 70 BLOCK ' P.i. X 4' MIN. TAPGON9 OR DRIVE PIN 7APGONS OR D (MM SHANK BIZ TAPCONS OR DRIVE PIN END 4 6' TO 8' O.G. MAX plig4'W/2-%' TAPGGNC Oi DRIVE PIN (MIN. 84{ANIK 817E OOR CASING(MIN, SHANK SIZE .145 HEAD 81XE 300 DOOR JAMB OR WINDOW MN. HEAD SIZE MIPL DOOR JAMB OR WINDOW TtACI-I TO 2X PER (MN. SHANK SIM J4B ttIN. I$AD SIZE 300 CASING DOOR JAMB OIR WINDOW .14EMIPL MIN. HEAD SIZE 3ATTACH MIN. EMSEDMNT 149 DOOR JAMB oR WINDOW EMI EMBEDMENT �Y� IG I OF EAC44 END YO 2X PER MAIyUFAGTUREB DETAILS. EMBEDMEN 8' aK EA�GI-I ENDMANUFAGILI�B DETAILS. MIN. EMBEDMETIT I Y4') WITHIN V OF EACH END 4 TTACI-F TO 7X PER MANUFACTURES DETAILS. WITHIN 8' CP BAGµ4 ATTACH TO 2X PER MAX 6PAGING. - SHtt AB NFPJ:DED TO PLUMB TO MAX SPACING. -NOTE: SHIM AS NEEDED TO PLW`iB IS' OG. MAX SPA,GNG. NOTE+ SHIM AS NEEP= TO PLUMB IVO.G. MAX SPACpETAILB. NOTE" SHIM AS NEEDED to PLUMB JAMB (DO MOT EXCEED Y49JAMB JAMB /D0 NOT PYi) (DO NOT EXCEED )f4') JAMB (DO NOT EXCEED Y4 ) B' (alru LF , gRYWALL 1'X4' OR 1'X2' P.T. NAILER ❑044 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND I-& INTO BLOCK W/ %' TAPCONS OR DRIVE PIN ❑ (MIN SHANK STYE J48 MN. HEAD SIZE 300 MN. EMBEDMENT 1-v WITHIN 8' CF EACH END 4 IV O.C. MAX SPACING _DCOR CASING `DOOR JAMB OR WINDOW ATTACH TO 1X PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (Do NOT EXCiED)a') DOOR JAMB TO BLACK +3 4 OR +5/4 n MIIiDOIr TO BIACK +3/ OR +6/4 DOOR JAMB TO BLOCK +1-1/2' DOOR JAMB TO BLOCK +2y 1700R JAMB TO BLACK +3" DOOR JA1ID TO BiACIC +9 9/4" :� u NDiDOA TO BLACK +1-1 /n\. TfR'ID0 TO HIACK +$ 1 4 11D w TO HACK +3" H WIMON TO ffiACK +9 3 4 a SCALE. 3A3'.I'-0' `i',f BGALE, 3/tY=To `\1 SCALE: 3!8'.I'-0' SCALE- 3/8'.1--0' m ROOF DIAPHRAGM USE 1/16" O.S.EI. OR I/2' GDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND 06 RING SHANK GUN NAILS AT 6' O.G. AT INTERt'TEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 45 GUN NAILS r 4' O.G. EXTERIOR SHEATHING USE 1/2' CDX OR 1/16' OSS PLY WITH •8 RING SHANK GUN NAILS AT W O.G. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TOP 4 BOTTOM PANEL AND "8 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS OR 7/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS). SEE DETAIL. NOTE. -RING SHANK GUN NAILS SHALL BE PEsimiTTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER. -ROOF DESIGN PRESSURE BASED ON WORST CASE NAIL REQUIREI" IENT5 51ZEI HEAD I LENGTH I DIA. h7ENaILE 5TRI ad ROUND)MOpIFIED 1 -1/8" .I13 110fd0m OR T 10d 1ROUNDMODIFIED 21/8' 1 .128ORT 170000 NOTE: NAILS TO BE MFG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION I. 0.113 INCH NOMINAL SHANK DIAMETER 2, RING DIAMETER OF 0012 OVER SHANK DIAMETER 3.16 TO 20 RINGS PER INCH 4. 02W INCH FULL ROUND HEAD DIAMETER 5. 2 INCH NAIL LENGTH LLL TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING NO E - m'- EXT. SHEATHING ATTACHMENT SPACES AT EACH END. FOR SHEAR 4 UPLIFT (OS.B. TO BE STRUCTURAL 2 RAFTER OR TRUS GRADE) CONNECTORS FROM STUD TO PLATE ARE 0 ROOF SHEATHING NOT RE CIUIRED EXCEPT 4a OPENINGS a 77 r �Q m� ROOD 5�4EAT4NG LAYOUT 15U1Lp1NG LEND*" AND ENDWALL BRAGING - I=OR GABLE END FRA" f ING L' RIN(x 5H4NK nUN NAII_5 �+ 4' OG. OF, 60TTOM EDGES FIBERGLASS SHINGLES OVER •30 FELT PAPER INSTALLED PER FBCR RR905.1.1 ON �r" O.S.B. SHEATHING OR �" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR PO FASCIA PER — ELEVATIONS VENTED A M. SOFFIT — STIFFBAC T ALL — UPRIGHTS OVE '-10" HIGH (SEE SEALED FOR SIZE 4 CONDIV OSB. SHEATHING OR }' co PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR -1/16" TIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 1/8" THICK, 3 COAT PORTLAND— CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUMBOTEX GRADE 'D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED A (SEE DETAIL -t/WA2— SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8' O.G. MAX SECURE 2x6 PT. PLATE TO BL / "x9" ANCHOR BOLT W/ 2' W R SET IN SIMP50N HIGH 5T NGTH EPDXY rt" EMBED. MIN 32" OG MAX. —J b/b' THICK, 3 GO PORTLAND CEMENT PL TER APPLIED DIREG Y TO MASONRY z 1 1- ORY GABLE / VAULT C LG. LO C K WALL SCALE: 3/4" = I' -/Ill C I� 2X6 P.T. SECURED TO MASONRY w/ 1/2"xS' A.B. w/ 2" DIA. WASHERS, rt" MIN. EMBEDMENT WITHIN W OF EA END, 32" O.G. MAX IN FIELD. J MB 2' DECK SCREWS r 6'-8' O.G. MAX r EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X" BRACING 15 PRESENT -PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED (2) 12d's 0 EACH TRUSS TO BE INSTALLED MID. IN' OF TRUSS SPAN, OR 10' - " O.G. MAX SEE ENERGY C,96E FORMS FOR INSULATION R- ALUES 460ARD OR }" HIGH CLG. BOARD 2x AILER x4 24" D.C. a INTERIOR KNEE wV/cm:,5 ALL ONE FILLED LINTEL BLK W/ (1)a". REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 REBAR VERTICALLY W/ GONG- POURED CELL Ix2 P.T. FURRING STRIPS m 16" O.C. MU �@' C I "GYP. WL. BD. NOTE: PER 1=BCR R905.1.1 - 1-OR ROOD SLO 5 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLA ENT SYSTEM IS REQUIRED. FOR ROOF SLOPE 4:12 OR GF EATER, (1) LAYER UNDERLAYME 15 PERMITTED BUT MUST BE PER A5TM D2210 T II, ASTM D 4869 TYPE IV, OR ASTM D 675-t II ■ GONG. POURED LINTEL COURSE IX4 SYP LATERAL RE-INFORCING 36' O.C. MAX B TRUSS BTM. CHORD, SECURE W/(3) 106 NAILS a EA TRUSS CHORD GABLE END BRACING SCALE: 1/2 " = I' - 0" 08 RING SHANK GUN NAILS • 6' O.G. IN FIELD 1 TM- EXT. riHEATHINCF ATTACHIMENT FOR ROOF SHEA71-IfNG (OSML TO BE STRUCTURAL GRADE) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J F W W N 0 Q In In a h i9VHDTV T: CREEKSIDE LOT 66 PROJECT# 4EBB "1828-CALI" GARAGE F3WMG: LEFT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATA: 02/19/18 8CAXJk 1/r=1'-0" SHEET �2 IBERGLASS SHINGLES VER 030 FELT PAPER I STALLED PER FBCR 2x4 BLOCKING BETW N "05.1.1 ON % OSB. TRUSSES AT FIRST l FI RGLA55 SHINGLES OVER PROVIDE SAVE SH ATHING OR �" CDX BAYS 4'-0" O.C. (A 030 FELT PAPER (OR BAFFLE OVER THE TOP P YWOOD SECURED FIRE LASS SHINGLES OVER SHEATHING SEAMS APP OVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER SCHEDULE EMBED. STRA "30 LT PAPER INSTALLED D.S.B. HEATF-{INCY OR CDX CLEAR VENTILATION VERIFY W/ T SS PE FBCR RR905.1.1 ON a" PL OOD SECURED PER PER FBEC R402.2.3 PRE- NG WD. TRUSS PLAN O.S.B. EATHING OR }" CDX F STENER SCHEDULE 24' O.G. MAX. PLY OD SECURED PER ZIP SHEATHING SYSTEM z F tENER SCHEDULE -©1' ,^ PRE ENG TRUSS (INSTALLED PER MANUF. MTL. RIP EDGE SEE ENER3T CODE RMS MTL. D IF EDGE T"P. „ PRE-ENG TRUSS TL. DRIP EDGE SEE ENERG r GOD FORMS SPECS-) OR WOOD SHEATHING FOR INSULATION R ALUES O.H. 2x4 OR 2X6 ASCIA �, 24" O.C. X. 2x4 OR x6 SUB -BAND FOR INSULATION -VALUES. 2x4 OR 2 FASCIA PER EL VATIONS 5/8 GYPSUM BO OR 1/a HIGH STRENGTH LG. BOARD PER El I TIONS PE ELEVATIONS " GYPSUM BO OR STTUUCCOYWRRAP GONT. 2x4 RAT N SECURED I-IICsI-I STRENCrtT CLOY. DOUBLE TOP P ATE VENTED ALUM. S It w/ C2) 12d's m CH TRUSS VENTED UM. SOFFIT BOARD WRB LAYER 02, FORTIFIBER VENTED ALUM. OFFIT WINDOW HEAD R SIZE VARIES -1/16" SEE ENERGY DE FORMS FOR °^' BUILDING PAPER o.H. PER WINDOW PESIZE SEE I/2' CDX OR 5B SECURE TO WALL R INSULATION -VALUES Y 000 UPLIFT S IMPSON METAL LATH 1: '' 1/2" CDX OR _t/16" SB HEADER SP CHART FOR FASTENER SGHEDUL „ 5/8 GYPS BOARD OR ONNECTOR SP2 E FASTEN TO WOOD STRUCTURAL MEMBER ®7" O.C. MAX SECURE TO WALL R DETAILS ON SHEET D 1/2" HIGH RENGTH CLG. ��� 2 SYP1 2X8 5TU ., ii8' TEXTURED FASTENER 5CHEDU WINDOW A AGHMENT A5 PER OR l/16" ZIP a DOUBL. TOP PLATE D TOP FINISH •WOOD 'M' ON SHEET MANUFA URES SPECIFICATIONS SHEATHING SYSTEM WINDO HEADER SIZE VARIES PLA E TYPE CONTROL JOINT ,FRAME OR '1/16' ZI WINDOW ILL (INSTALLED PER MANUF. SPECS.) PER NDOW OPENING SEE TO CONNECTION SEEKDETAIL SHEATHING SYSTEM (INSTALLED PER 2x6 St DS 16" O.C. MAX W/ HEA ER SPAN CHART FOR ZIP 5IH T�-41N�s x 15/DI MANUF. SPECS.) ;" IN5UL. SEE ENEFXsY GORE DET ILS SYSTEM NSTALLED RY WALL 6' METAL LATH STRIP AOftftV FO FOR INSULATION LUES WI OW ATTACHMENT A5 PER PER MAN SPECS.) I DIA ANGI-4oR BOLT 6' WIDE STRIP SELF ADHESIVE FLASHING, GLEAN 7/8' THICK, 3 GOAT 7/8' THICK, 3 GOAT NUFACTURES SPECIFICATIONS OR AT 16" O.G. MAX WITH I" _ MASONRY BEFORE APPLYING CEMENT PLASTER 'i t G 5Ui3FLOOR GLUED AND CEMENT PLASTER INDOW SILL WALL EMBEDMENT AND 2" TEXTURED APPLIED TO METAL REWED AS PER FASTENER APPLIED TO METAL 2x6 STUDS o 16" O.G. MAX W/ SHEATHING DIA. WASHER FINISH • MASONRY LATH OVER 2 LAYERS HEDULE ON SHEET D2 LATH OVER 2 LAYERS INSUL., SEE FTIERG-r CODE g' CMU OF GRADE "D' OF GRADE 'D" FORMS FOR INSULATION 2x8 5YP p2 51 5P1 BUILDING PAPER OR BUILDING PAPER OR R-VALUES WOOD STUDS EA. 2X8 EA. 2X PAPER BACKED LATH PAPER BACKED LATH 11 34 T k G SUBFLOOR GLUED AND AT 12" O.G. MAX STUD VERTICAL CONTROL OVER AN APPROVED HOUSE WRAP OVER AN APPROVED HOUSE WRAP SCREWED AS PER FASTENER SCHEDULE B E T W]E E N DISSIMILAR ON 61-IEET D2 2x8 P.T. S'I'P 412 o z SOLE PLATE • , - (1) COURSE TIE -BEAM POURED SOLID WITH �j AT]ERIALS `1- DETAIL -t5/WA2 PRE-ENG FLOOR TRUSS CONCRETE. p5 SCALE: N.T.S. (INSTALL PER MFG. SPECS.) CL �" IZ REBAR I-IORIZONTALLY GONG. FILLED LINTEL BLK. W/ (1) "5 REBAR " GYPSUM BOARD OR HIGH STRENGTH CLG. BOARD DETAIL iB/WA2 O C WEEP SCREED PER PRECAST LINTEL " T G SUBFLOOR GLUED ND SCREWED AS PER CONTINUOUS -e IX2 NAILER/DRAFT STOP 0 -1 PRE-wNG FLOOR TRUSS (INSTALL, PER MF-G. SPECSJ ASTM 926-G # 1063-C O (SEE DETAIL 2/D3 WINDOW ATTACHMENT AS FA ENER SCHEDULE ON SHEET EE D2 GYPSUM BOARD OR ' z 1J1 PER MANUFACTURES SEE ENERGY CODE FORMS FOR INSULATION R-VALUES HIGH STRENGTH CLG. BOARD IX2 NAILER/DRAFT SLOP JUU Q _ SPECIFICATIONS FASTEN 2X4 BBON CMU) WI (5) 126 N S A lll PRECAST SILL PRECAST LINTEL 9z 05 REBAR 16 WI OW ATTACHMENT AS PER Cor1C. PILLED LINTEL BLK W/ (1) M5 REBAR CONTINUOUS i= — z Ul O.C. MAX, IN CONCRETE PRE -EN OR SS - (INSTALL EG MA ACTURES SPECIFICATIONS EE ENERGY GORE FORMS z POURED C L, 2 P.T. FURRING STRIPS O THICK, 3 GOAT PORTLAND CEMENTLL P A5T CONCRETE SILL R INSULATION R-VALUES Qs) VERIFY P 10 16' O.G. CONC. F I EL BLK W/ PLASTER APPLIED P CAST LINTEL 0 p PLAN. �, 8 MU C 1 B CONTINUOUS DIRECTLY TO MASONR (l) "5 BAR VERTICALLY W/ CON POURED CELL WIND ATTACHMENT A5 PER MANUF — z � „ 1/2 P. WL. BD. B B O N 5/8" THICK, 3 AT GtURES SPECIFICATIONS () U INS lx2 P.T.P ING PORTLAND MENT PRE-C T CONCRETE SILL N LATION a (1) " 4 NTINUOUS REBAR FASTENING D]ET STRIPS OG. PLASTER LIED WOOD 5E 8' GMU DI TL1' TO (I)'S REB R VERTICALLY O 4 REBA 48' LONG1/2, SCALE: 3/4"=1'-0° GYP. WL. D• A5ONRY W/ CONC. P URED CELL m Z 1 u, w W 16 HOOK 2 4 O.G. Q ;� WOOD BASE Ix2 P.T. PURR GK1. MIN. 24" IN 5 B 0'-0" STRIPS ® 24' C. Q% �CONNEc FIN. FLR 8 CMU f2 2' 0' � I N. T OR NOT SHOWN FOR O w I/2' GYP. WL. BD. I �- WOOD BASE SHOP ouiss.) - z d a W LLI I 3 1/2" CONC., RE W/ 6'x6" �11 , v C TIO N W1.4XWI.40 WWM ON -MIL a EXTERIOR WALL SHEATHING (SEE — POLY ETH rLENE v FOR NOTES) 2—STORY —STORY " N ooD C a RETARDER ON WELL CL AN FASTEN EAGI-4 STUD W/ SP TOP PLATE W/ SPT2NLP. NAIL -COMPACTED PER MANUF. SPECS. R M WALL WALL "' ; ' TFILL TERMITE TREATME T FRAME O z SECTION SECTION1 LOCK WALL ° „ SHALL BE BORA-CARE (� (3) "5 REBAR CONTINUO SECTION AT TOP 1 OF EXTERIOR WALL SCALE: 3/4 --01 SCALE: 3/4 -1 -0 ON CHAIRS n SCALE: Nrs FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FIBER'xLASS SHINGLES OVER "30 FELT PAPER INSTALLED PER F-BGR OVER 030 FELT PAPER INSTALLED PER FBCR PRE-ENG GABLE TRUSS NOTE: XTERIOR WALL STUDS 1 � PLACE STRAPS SPACED RRtaow.1 ON a' O,S.B. SPF STIFFBACK (SEE SEALD TRUSS RRwE5.1.1 ON a" O.S.B. SPF STIFFBACK (SEE SEALD TRUSS DIAGONAL BRACE 4 WALL SHEATHING AND FAST�TIED AS WITH ONE SHEATHING OR �" CDX ENG, PACK FOR SIZE t CONNECTION) SHEATHING OR }" cDX ENG. PACK FOR SIZE t CONNECTION) CENTER of TRUSS FASTEN STUD O BLOCK AC)PISHOWN S At WALL PLYWOOD SECURED 2x4 SPF BLOCKING BETWEEN PLYWOOD SECURED 2x4 SPF BLOCKING BETWEEN SPAN OR HIGHEST RIDGE. DIAGONAL EAC44 INAJ- EACH WINDOW stub WITH usP MST STRAP WITH PER FASTENER TRUSSES At FIRST C5) BAYS 4 -0 O.G. (AT SHEATHING SEAMS) PER FASTENER TRUSSES At FIRST (5) BAYS 4'-0' O.G. (AT SHEATHING SEAMS) BRACE TO BE a ANY Fg6tENERS A6 6H .INSTALL STRAP • EA. EN UXO) 4 ( Od C31"IMON NAILS SCHEDULE NOTE: SCHEDULE SPAN 15'-0° OR SPACE STRAPS A6 OWS, 7llp (0.145 DIA X I I/2' MTL. DRIP EDGE DIAGONAL BRAGS MTL. DRIP EDGE GREATER. REFER t0 ii® u 'e' 32' C. PRE-E G TRUSS 24' CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA PER ELEVATIONS PRE-ENG TRUSS 24" TRUSS ENG. FOR ADDITIONAL -160 MPH 'C': 32' O.G. STRAPS INSTALLED BO MPH 'B': 4S' O.C. OVER WALL SHEATHING 2X4 OR 2X6 FASCIA OZ. MAX. HIGHEST RIDGE. DIAGONAL BRACE t0 BE � ANY SPAN 5ECURED W/ l3) 12d O.G. MAX. HORIZONTAL TRUSS -140 MPH "C' 45' O.c. TOP OF STUD WALL - PER ELEVATIONS OR GREATER REFER NAILS i REINFORCEMENT. BOLE PLATE L FILALL REMAINING STRAP SEGUED W/ C3) 12d SECURE TO TTOO T TRUSS ENG. FOR SEE FASTENER 5EGURE TO � 0'-0" TO 30'-0' (1) �r HOLES W/ 10d NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCI FERULE ON SHEET TRUSS W/ k-BRACE - WOOD 15ACKING I/2" CDX OR "I/16' OSB (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1' to 60'-0" (3) ° DO NOT PLACE SCREW IN SECURE TO WALL PER NAILS 0'-0' TO 30'-0' (1) FASTENER PATTERN 1/2, CDX OR -t/16" 055 NAILS X-BRACE (1) X-BRACE TOP of - TOP HOLE NEAREST TO TOP FASTENER SCHEDULE X-BRACE SECURE TO WALL PER ® CENTER AND l2) MASONRY WALL OF CM FLOCK WALL ON SHEET D2 OR 7/16" ZIP SHEATHING 30'-1' TO 60'-0' (3) FASTENER SCHEDULE BRACE DIVIDED EQUALY FROM CENTER CONNECT Botrtori of = STRAP r0 CMU BLOCK WALL SYSTEM (INSTALLED PER x' b�� X-BRACE (I) X-BRACE a CENTER AND (2) ON SHEET D2 OR rt/16' ZIP SHEATHING N, TO END W/ (T) 3/16' DIA. X 1-1/4' TAPCONMASONRY MANUF. SPECS.) WEEP SCREED, SEE BRACE DIVIDED GONT. 2x4 5F:F RAT RUN SECURED W/ EQUALY FROM CENTER SYSTEM (INSTALLED PER MANUF. SPECS.) - 2x4 SPF RUN SECURED W/ 2—STORY CMU BLOCK WALL S IIIs DETAIL 7B, SHEET WA2 -- _ __ � EACH TRUSS (2) 12d a E TO END 2X4 W/ 3/8 X 5 LAG H T C2J 12d's s EACH TRUSS (2) 12 GABLE END ��� 2X6 P.T. SECURE W/X_(2) 2x4 02 S.Y.P. DIAGONAL 5RACE W/ GABLE 632" O.G. MAX. OR (2) 2x4 "a S.Y.P. DIAGONAL BRACE W/ (3) 12d's m EACH TRUSS DIAGONAL CROSS 1/2"Xe' ANCHOR BOLT 32' O.G. MAX. (3) 12d's av EACH TRUSS DIAGONAL X-BRfNG TO COVER 5-TRUSSES �j �r X—BRACING SIMPSON MSTA-24 ® 32' O.C. MAX. X-BRACING To COVER 5-TRUSSES BRACING XTERIOR STUD WALL C;ONNECTIO NAIL GABLE TO 2X6 ( pBL TOP PLATE 5/s" GYPSUM BOARD OR 1/2" HIGH 8 TO FIRST FLOOR MASONRY WALL 5/8 G "rPSUM BOARD OR 1/2" HIGH SCALE: 3/4 -1 -0 SCALE: 3/4 = I -0 3 W/ 126 NAILS 6" D.G. STRFT1*tH GLG. BOARD 2X STUD 16 O.C. MAX. STRENGTH GLG. BOARD SCALE. Nts MAX. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i W cnl u W 0 F U W A A mtJBwv. ac LOT: CREEKSIDE LOT 66 PROauCT# MODEZA 4EBB "1828—CALI" GARAGE 8'WnWG: LEFT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NmmmOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA I7AT� 02/19/18 scar.M-1/4'-l$_o" TOP PLATE 16L O.C. MAX SECURE 2X4 W/ 2-1/4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MN. EMBEDMENT I Ya' w EA END NOT TO E 2X4 SOLID SEGUE T EATPING WITH MN. d PER HLK EA END In" CLG. *NOT=: NAIL 5Nr=ATHING TO ALL 2X A5 PAR r=XT. 5NEAT4NG NAILING, 86 4" O.G. 1"1AX EL:)GES 4 6"-8" O.G. MAX IN tN1= 1=11^LD W/ 2 'X1b WASHER AND NUTTo 5LK W/(SPACED EEN Y FROMTS 4'B WEDMENT FLOOR TO A GARAGE DOOR P IN JOINTS:: TO FILL DBL. TOP PLATE X 2X4 16' D.G. MA - EST. EXTERIOR ARCHWAY WITH WINDOW i SCALE:1/2'=1'-0' CLOSED VALLEY FLASHING DETAIL N.TS. SECURE Bt. PLATE TO $ W/ IOd MA RY NAIL a 32 O MAX At0. ION - ILS 132' OZ. 4 BOTT( I/2' WOOD 1/2, DR A UDo If .cuoN. 2X4 CONT. 2X4 WOOD aSS STUDS 016" BLOCKING OL„ UAN MID -WALL I/2' IB";A 32'O. in, DRYWALL EMBE SECURE 2X4 TO WOOD W/2-12d Y 6'-8' O.G. STAGGERED SECURE 2X4 W/ 2-)W TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .14b MIN. HEAD SIZE 300 MN. EMEIEDMENT I Ya' WAN 8' EA. END Not TOEXCEEDARGNW,4Y hat. PL. 2X4 SOLID 5LOCKNCs SECURE To SHEATHING I� WI7P MIN. 2-12d PER SLK EA. END 2 EXTERIOR ARCHWAY SCALE: 1/2"=1'-0' 2X4 SECURED TO GABLE ENG UV(2) 6'-8' O.G. i �i,�� I WIp. NS , - >•' - 0 •• ` • • 2X4 TOP PLATE' P V2" CLG. BOARD- 1/2" CLG. I I/2' DRYWALL�., 2X4 CONT. almoas - BLOGKING MID -WALL SECURE 5T. PATE - TO SLAB W/ 10d MASONRY NAIL • 32" O.C. MAX GONG. SLAB SE DET ILSj`� GONG SLAB 1ST FLOOR INT. BEARING W / A MAX 1ST FLOOR TNT. BEARING W L � UPRIGHT TRUSS CONT. TAL TRACKS, OF 4 BOTTOM 1/2" DRYWAL 2X4 WOOD CHANNEL SPA STUDS o24' STUDS 24' O.C. W OA LAYER OF 1/2' TYPE GYPSUM WALLBOA"�" ATTACHE[ E SIDE a 12 7 CONC. SLA -CCNC. SLAB 1ST FLOOR 1ST FLOOR TYP.INT.WALL TYP. INT. WALL METAL STUDS 8 (NON—BRG.) NON—BRG. 8C SCALE:1/2'=I'-®" TRUSS TO WOOD FRAMNG 51MP5ON MTS-12 PRE-ENG TRUSS PRE-ENG.TRI$S It DO NTOP ATE 2 ONT STRESS OBI=. 2X TOP PLATE SP4932' O MAX B 1 ID WALL TA6' OS.B. IA&' ZIP EAIPING oft SH . w = x $ S 16' O.0 MAX, SYSTEM (INSTALLED PER N MANUF. SPECS; < SUBFLOOR GLUED 2X ELOCKNG e WIED AS PER TOP or A ER SCHEDULE in, CDX z 7 1 FLOOR STUDS TO 2X STUDS 16' OZ. MAX w D FLOOR STUDS SIMPSON MSTA-36 a 32 2X BTM. PLATE OG MAX 3/4' FLOOR DECKING MSTA-36 32' O.G. MAX PRE-ENGINEERED FLOOR GIRDER PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE PIKE- ENGNEERED FLOOR TRUSS 2x CONTINOUS STRESS LOCKING MID WALL (DCONTItNUOU5 SHEATHING TO BEGN AT TOP OF BLK 2 STUDS a 16' O.G. MAX, W/ 1/4" GAP PROM BLK TO O.S.B. 1/2 P. , Ep, Q HORIZONTAL 2X $PP. STRUCTURAL BLOCKING AT PERIMETER OF 0.5U3. TO PROVIDE CONT. NAIL PATTERN sEGU Br. PLATE r0 SP4o32' DG. AX SLAB W 'xS' ANCHOR O3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT W/ WASHER SET IN PLATE TO HORIZONTAL BLOCKNG. SIMPSON STRENGTH EPDXY 7" E ED. MIN. ® SHEATHING • Top or WOOD FRAMED WALL TO EE STAGGER2D MN. of IS' FROM SHEET BELOW SIMPSON SP4 ®INSTALL ALL SHEETS W/FAGE GRAIN PARALLEL 32' D.G. MAX 70 STUDS 9 INT. 2—STORY L.B. EXT. WALL SHEATHING SCALE- 1/2'=I'-0' 4 SCALE: 1/2"=I'-0' ❑ SECURE 2x4 ON FLAT TO ELK W/ GUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) J, X'XS' A -BOLTS 4' EMBEDMENT MIN. W/ 2-X2->0& WASHER AND NUT SPACED EVENLY PROM FLOOR TO GARAGE DOOR IHDR IN JOINTS PRIOR TO FILLING. I-2X6 PT BLOCK ®CENTER OF DOOR HEADER WKI)jj'XS' J-BOLTS Yl 4' EMBEDMENT W/ 2"X2'A' WASHER ° AND NUT. J (NOTES: C ALL ANGNOR6 SHALL BE IN ACCORDANCE TO MANUPAGTURtR'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 3 BUCK ATTACHMENT SCALE= 1/2'=I'-0" COX PLYWOOD a 4 r BLOCK W/ C2J x3'ED. ON R DRIVE PI C NK SIX 145) l 1 4") IN all of EACH AND I OG MAX SPAGfN CMU L a a, I. a °a �j ARCH WINDOW FRAME r SCALE. 3/4" = V -0 zx RIDGE ONE SI 4RrR tPAN RAFTE 12:E MIN. (3) IZd NAILS MIN. (4) 10d GUN NAILS 2x4 COLLAR TIE AT EVERY OTHER RAFTER W! MIN (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS ixS NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d &AN NAILS A EA TRUSS RAFTER TO TRU85 MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TRUSSES PRE-ENG. TRUSS s 11 4 CON A.LEFRAMED ROOF SC A: I/2' PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN OUBLE TOP PLATE RIPPLE STUDS • IV O.C. MAX SIMPSON LSTA-12 A. JACK BOTH 81 of 2 A 16' O.G. MAX W/ RING. SHEATHING TO BE PIN J' or WINDOw/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) CK StLLD ASSEMBLY TO BE RED ONE PLY a A TIME. USE NAILS, TWO WITHIN 6' FROM E END i NO MORE THAN 12' O _ TAG3ERED " II'15 UPLIFT SIMPSOM H7-SM20 WAO 104d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS TO CONT POURED LINTEL " IS00 UPLIFT (2) SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCONS To CONT -POUND LINTEL PRE-ENG TRUSS �,�/ CONTINUOUS BOND BEAM 1/2'x9' AB. MIN. i' TAP c V ' EMBEDMENMT ®' F CH 2 � 2' TYP. INTERIOR END « 32' O.G. MAX. AP, 11 DOOR OPENING WD FR 50 P5 o TOP AND GABLE: I!7°=1'-0' BOTtOM PLATES e EA. FULL TRUSS ANCHOR LENGTH STUD, BOTH SIDES 12 RETROFIT OF OPENING. NtS. LINE OF SLAB WE,REBAR VERT. IN CARVER eEAD SOLID GROUTED CELL �, SEALANT f b/8' TPICK 3 COAT ., \, BACKER ROD S' CMu SEE CEMENT PLASTER APPLIED \ /— STRUCTURAL FOR ' �'/ REINFORCEMENT DIMCTLY 70 MASONRY WP / GATT C D FILL ACELIA5 l X i FER PRODUCT ,,I / SPPROVAL REQ FROM MIAMI-DADS .. :, c ,/ COUNTY r / WEATHER STRIP / MOULDING ALL AROUND MY _ DOOR MANUFJ TRACK BRAC'KETB FASTENED TO WOOD JAMB W/ 3/Ib'xl I!4' LAG GALV. 8TEEL �� '`OVERdEAP DOOR SCREWS VERYIC,� TRACK 1' MIN BY OTHERS BY pIAUF. SLIDE FASTENED TO ROOM tB GARAGE DOOR JAMBS WT 1R,44K2B0RXII/2' 13 CARRIAGE BOLTS SCALE: 1/2"=1'-0' AND LOCK NUT8. PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE -ENG TRJSSES OR C F1RAIMED RAFTERS C LE STUDS O.G. A HE R SIZE PER 5 50N LOT -12 EA JACK SPAN ART. TUD, EOT IDES OF ;�OPENLI x ST 8 • 16" O.G. MAX W/ SH tPING. SHEATHING TO ESE DOOR/ PIN }' of WINDOW! POOR WINDOW KING AND SECURE PER OPENING NAILING SCHEDULE / KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN OA5. &EAT OR }" AD 014ARTFO N) AILS AND C PER FAS ER ., JACK STUD ASSEMBLY TO BE E7 2 OR Tl16' ZI SHE //� •,� SECURED ONE PLY c A TIME. SYSTEM ( R SE 12d NAILS, TWO WITHIN 6' MANIIF, � / /'X EAGP END NO MORE / i " TP 12' O.G. STAGGERED 2x4 ER S SCURF % SP4 P5 • TOP AND BETWEEN BAYS W/ BO LATES s EA FULL (3) 12d' ACP END LENGTH. S BOTH SIDES a 2x DOLLS TOP PLATE /� OF OPEN( DO o 16, D.G. SHEATHING T AP TO BOTTOM of NG'D MT -12 s EVER STUD TRUSS EELOW THING MUST NOT BREAK I'- MIN. 2X4 BT. PLATE TYP. EXTERIOR WINDOW/ FROM 2Np FLR LINE. DORMER DOOR OPENING WD FRAMED 4 — UATTACHMENT SCALE; 1/2'=1'-0' 1/2'=1'-0' SCALE: MT5-12 -IJI6' OS.B. 16 MTS-12 W n 2X4 C)5L. TOP PLATE 2X4 5TUp5 16" 7/16" OS E3. _TEXT. FIN15W -META-16 \cm WALL CONTROL DATE: 07/01/15 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 60788mPH: 407-774-0FAX:407-774-4 groupwww.abdesign AA #: 0003325 W w w 0 F a A h 81tJ33DIV. at LOT: CREEKSIDE LOT 66 PROJECT# MODEL: 4EBB "1828-CALI" GARAGE 19WMG: LEFT PAGE: MISC. DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DAT " 02/19/18 SCALE: 1/4"=1'-a" SINEET L) 4 Building 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 1/4" concrete screw 6" edge distance @ head, 4" edge Swing door g +36 ( ) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL20461.17 N/A distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @head and jamb. Min. embedment of all anchors to be 1 1/4" Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max, from 7Gem corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type ll: 3/16" or 1/4" ITW concrete tapcon SH Window (+38) J (-48) (+50) / 00) Ply Gem FL16103.1-R9 Non Impact anchor. 6" max. from comers, 7 1/4" o/c at jamb, 10 1/4" @ 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-R6 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. 1/4" concrete tapcon anchor. 2 1/2" minimum edge Sliding Glass Door (+33} / (-41} (+50) f (-50) Ply Gem Builders Series FL14634.2-R3 Non Impact distance. 6" max o/c from corners and 20 3/4" max o/c 4780 elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for comers. 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. Double Garage Door (+29) / (-35) (+46) / (-42) Clopay 16.2x7 73 W6 FL16546.6-R9 N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C 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-R10 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nalls straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 Underlayment Interwrap RhlnoRoof U20 FL15216.1-R3 gauge 1'/," annular ring -shank nails, 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) PlyGern Variform Soffits FL24161.1 1/4" x 20 stainless steel or ELCO Paneimate 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-R2 edge distance, 12„ o/c max. spacing. Can be headed screw orall 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. an or more s p (+45) J (-50) panel MFG. 24 GAGE FL16293-R2 edge distance, 12" o/c max, spacing. Can be headed screw or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Sheathing Huber Wall Sheathing 17147-112 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W w w 0 �Fy W U N*i ra ti A h stmE Y. Ae LOT: CREEKSIDE LOT 66 PROZMCT# MODEU 4EBB "1828-CALI" GARAGE OWMG: LEFT PAGE: PRODUCT APPROVALS 160 MPH EXP, C ARCHITECT: STATE OF FLORIDA 02/19/18 IDCALE: 1/4ws��Ow 8*[MET IF)5 NOTE: NOTE: NOTE: IF ZIP E44EAT�41NG SYSTEM IS APPROVED 5UILDING WRAP IF ZIP 544EAT441NG SYSTEM IS INSTALLED, PLEASE SEE SHALL M LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEM5RANEL 6 ` MANUFACTURERS 6' • VERTICAL LAPS (ROLL MANUFACTURERS FLASHING (COMPATIBLE W/ HOUSE� 7 '. \ ENDS) ♦ 6' is HORIZONTAL LAPS. WRAP MATERIAL) OVER , INSTALLATION PROCEDURES ALL SEAMS NEED To 5E TAPED LATH VERTICAL LAP TO 5E 1" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FORTI5ER SHEATHING TAPE q A3yING To Ex1END ONro PIPE \ 1' OR LESS PIPE 6'x6' SELF-Apµmm MEM5RLWE PREFORMED CONTROL JOINT J' THIC `- K, 3 COAT DEMENT PENETRATION \ FLASHING \ PLA(COMPATIBLE WI HOUSE STER WRAP MATERIAL) OVER 41x4' FLANGE OF CONTROL JOINTS T , SELF -ADHERING MEMBRANE M WIRED TIED TO LATH • 9" \ WRB LAYER 02, FORTIFI5ER / \ FLASHING OVER APPROVED O.G. MAX (VERT.). NOTE: DO BUILDING PAPER ti _AP MET LGT HOUSE WRAP. NOT FASTEN CONTROL JOINT TO FLASHING TO EXTEND ONTO PIPE WALL EVEN IF STI1D EXISTS� BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH V LEG MAY 5E USED TO TEMP. FASTENED *7' (VERT.)O.G. MAX T^ $ECURE CONTROL JOINT AT SUPPORTS X X if X — — DURING INSTALLATION GUT AND OVERLAP ONE SIDE OF WRB LAYER M, FASTENERS TO BE SPACED $TTCCO WRAP METAL LATH SELF -ADHERING MEMBRANE CUT AND OVERLAP ONE SIDE OF a T' O.G. MAX VERTICALLY I SELF -ADHERING MEMBR x WOOD SHEATHING STEP FLASH( •I STEP 02 FLASHING j OR IAA ZIP SHEATWNG WRB MI LAYER , ' THICK WR3 3 COAT CEMENT LAYER Ml f SYSTEM qINSTALLED PER / STUCCO WRAP PLASTER STUCCO WRAP 1`IAyi• SF�Ec57 METAL LATH e' Mli1 =A=ER LAP B'cLGW ONLY / WR8 LAYER M2, FORTIFIBER WRB LAYER 02, FORTIFIBER — WR5 LAYER M2, FORiIF15ER �— BUILDING PAPER I BUILDING PAPER BUILDING PAPER METAL LATH WR5 LAYER MI, 1/,-/ / / % // �% !�/ ' / i -� STUCCO WRAP j FLASHING INGSELOVER tE x4' MEMBRANE � FLASHING OVER 4'x4' ' SELF -ADHERING MEMBRANE 1 A' To I°_ INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED CHAP IN. WOOD SHEATHING STRAPS, STAPLI=S) AS HOUSE �f'• LATH SHALL NOT \ OR i/I6' ZIP SHEATHING FLASHING TO EXTEND ONTO PIPE REMIIR=D TO SECURE 5E CONTINUOUS MIN. s. 6 MIN. ` �- �I SYSTEM (INSTALLED !�R PIPE/ WIRE TO FRAMMCx THROUGH CONTROL \ :/r> u + w z ,sa $My 11F. SPECS.) - FLASHING OVER A IPPROVEDNG RANE JOINTS BUT SHALL HOUSE WRAP BE STOPPED AND TIED AT EACP SIDE. PROVIDE ZX4 BLOCKING MIN _atu PER ASTM CI063 PLACED FLAT MAX. 6' TO S' -AALL o =ER FLASHING TO EXTEND ONTO FIFE i.l0.l 4 FROM CONTROL JOINT WHEN \ CONTROL JOINT FALLS ON 2 AP E R LAP 36' COST, BEAD OF SEALANT NOTE:\ /' STRUCTURAL STUD SCALE: 1 1/2' =1'-0' 1. FASTENERS FOR LATH TO 5E NAIL$ OR �' — INSTALL APPROVED HOUSEWRAP AIR STAPL3=S IN COMPLIANCE W/ ASTM CI063 �ILTRAT 5ARRIER OVER 2. WIRE TIES t0 BE (NO. 10) 0.0415" WIRE / J 3. BLOCKING SHOWN MAY 5E IN A PIT( ELAStOMERIG COATING OVER STUCCO/ TO WALL STUDS REQUIRED PER PLAN CV. FINISµ (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL Z_ � WOOD STUDS- /+ - `� S CTION ". PER SECTION R703.7 III Exterior lathing and plastering NOTE. SHEATHING • r, EMenor use of Portland cement plaster SIDE LAPS OF METAL OR tAb' ZIP OWIFATWNCz SYSTEM shall comply with the application PLASTER RASES SHALL (INSTALLED PER MANUF. SPECS.) £, requirements of ASTM C 926-12A. NOTE. 5E SECURED TO BUILDING Installation of exterior lathing and framing 'M" FRAMING MEM5ER5. PAPER IF ZIP SI-4EAtl-4ING SYSTEM IS I 1 1 M TYPE CONTROL JOINT THEY SHALL 5E TIED _= _ _ shall comply with ASTM C 1063-12A rl BETWEEN SUPPORTS INSTALLED, PLEASE SEE 11I1TN 0.0419-1N (121-MM) STUCCO x" LAB 0 LAru MANUFACTURERS WIRE At INTERVALS NOT 3" LA= ®PaPeR INSTALLATION PROCEDURES MORE THAN S' (22S-MM). AS PERASTM GI063 I. FOLD NWARD • PT. A I. FOLD INWARD • PT. A 7'S.L � 7. GIWABE • PT-B `�rA -g-/ KIc Ka UT NOTE;7� ® �J FOR REPAIR of TEARS HORIZONTAL LATH FIFE l�.T.�. FN TRATION DETAIL C1RA� I IN WR5 LAYERS, DETAIL MAY EIC PATCHED TEARS & PAPER DETAIL 11/140USE WIEAP TAPE PER MANUF, SPEC. OR FOLD PEEL 4 STICK • 4& i i ® —1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. 510EGS) OR n LFOLD l O 1. FOLD INWARD • Pr. A WOOD SHEATHING OR CMU PT. A s. a4EAW • Pr. a WRB LAYER 01, 2. CMAW • Pr. 15 3. 09SAW . Pr. G STUCCO WRAP (FRAME ONLY) 3, CREASE • PT. G 4. POLD Pr. C OVER Pr. B TILL PT. G TOUGI-ES eorrcMFLaNGE I 8" THICK, 3 COAT CEMENT ® PLASTER (FRAME), 1/2" 2 COAT R CEMENT PLASTER (GMU)LEG END ' METAL LATH (FRAME ONLY) ® ®FOLD ® LAP WRB 8 TAPE OVER DRAINAGE FLAN (UJfR5 wArERrGur ROOF/WALL SCREED LASER "I STUCCO WRAF ) • TT• t3orroM riaNGE NOTE: REAL FOLD, 22 IF ZIP 514E+AT-NNG SYSTEM IS �G"T'z INSTALLED, PLEASE SEE i' THICK, 3 COAT OEMENt _ 511X5" "L" TYPE CONTINUOUS WIR5 LAYE R #2 (FORT IF 15E R — — — — — — PLASTER (FRAM, lam' s GOAT CxALV. METAL FLASHING MANUFACTURERS �MENT PLASTER (cr�I+) Z INSTALLATION PROCEDURES WR15LAYER 02, FOWIFIBER (NAIL t0 ROOF DECK, NOT 5U I L D INC-G FAF rz R) BUILDING PAPERIFIenME ONLY) WALL SHEATHING) WRBLAYER Ml, CAP SHINGLE — DO NOT NAIL, r'IETAL LATH XXXX STUCCO WRAP lFRN`IE ONLY; / LAP LAYERS aF BUILDING WRtw f.// INSTALL WITH ROOF CEMENT OVER NAILNG FLAwA,9, STOP i FRAI'm OR CM T \ \-3300MVALL 099= ROOF CEMENT �, �> 5>vwAlI FLAeHrrr,OF PER ELEVATIONS I.000D I S ATI IN ; 7�/ OR zIP SHEATHING 6Y51'EM tDETAIL) r �ABFi VG rGer ��. ( INSTALLED PER MANU�. SPECS.) Deraru 5 Lf=ADI� 5IV FLA5HING ra /\�- i \� <` I � � � . • "- � �� FZIP SHEATHING SYSTEM IS — — — — — y INSTALLED, PLEASE SEE NOTE: \ MANUFACTURERS I ETAL LATH. LATH TO 5E I EIR eECTION FELT u4OERLAYMIENr \ INSTALLATION PROCEDURES /� "Pe' SOLPMDON TCLLr D� R 03.i-1 / A5T1"� C 1" IIN. 23 LP5, SHINGLE ROOFNG j / RASFd IN"Cs A L rJCKM OF ROOF 1 I WALL 1`4AT OTTO R 5Q. YARD (UTILITY OR NOr'wIINAL MID EAT141WOE, OVERl.C-ALL LATH D0 5 NOT 1„I ET 5FECFICATION5) EXTEND Ili' BELOW BHEATHNG, MrEG:HANICAI_LY FASCIA WRAA FASTEN 4' O.C. MAX. " L" FLASHING- .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h W W L 0 F 4 W A h jd stmEll . de LOT: CREEKSIDE LOT 66 PROJECT# MODEIs 4EBB "1828- CALI" GARAGE SVMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA FltxmT immm 02/19/181 WAI NOTE: IF ZIP SH TI-ZINC SYSTEM IS INSTALL 6' v= F-AD INSTALLED, LEASE SEE MEMBRANE FLASHING- < TOP, 51pE(5) AND BOT MANUFACTURXR5 FLANGES OF NDN-MO INSTALLATION ROCEDURES FRAME OF T:= EX= . _ X VENT IS RE 5E- IN BED X, OF AL " TTOP AND SI SEALANT IS TO SE T L AS TO DEFLECT AY FROM JOINTS. E - AD ALL AROUND APP-Y SEALANT ALL ' i :� i TS AND INTERSECTIONS BACKER ROD ti f' LY SEALANT At PERIMETER OF ON -MOVABLE FRAME AND STUCCO ON �ppS, )4 CAULKING: a JOINT Al-LI I PER SECTION R703.7 ,r Exterior lathing and plastering BACKER ROD Exterior use of Portland cement plaster shall comply with the application X requirements of ASTM C 926-12A. / 1 In Ilation of exterior lathing and framing shal omply with ASTM C 1063-12A. WRB LAYER 01,2DRYER X- STUCCO WRAPHOODED THICK, 3 COA MENT PL--ASTER MIF.TAL LATH Wie5 LAYER 02, FORTIN R BUILDfNGx PAPER WOOD SHEATHfNG VENT (FRAME, S' CMU .Y11To J4' tMly-wa uEEP 5CBEE12 6' WIDE STRIP SELF ADHESIVE FLASHING:, CLEAN MASONRY BEFORE APPLYING X 1=LASHING: STON VENEER OVER BATCH COAT rr IZONTAL WEEP SCR W/STONE VENEER (FRAME TO BLOCK) LEGEND DRAINAGE PLANE (WR5 LA`t'ER 01, STUCCO WRAP) WRB LATER 1*2 (FORRTII=I5ER - - - - - 5UILDING PAPER) 1 IETAL LATH x—x—x—x STUCCO - WOOD SHEATHING; OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) SELL==ADHESIVE FLASHING; - - - - NOTE: METAL LATH: LATH TO 5E PER SECTION R103.1.1 / ASTM C - 84l - 09, I" I Ili- 2.5 L55. PER 6a. (UTILIT'r OR N<? INAL LATH DOES NOT 1" IEET SPECK-ICATIONS) STUCCO FINISH ro' SELF ADHESIVE OVER TOP 4 SIDES SELL= FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT S TOP E SIDES 9 DRYER VENT (BLOCK) BUILDING: PAPER OVER 'QUICK I— — — — FLASH" PIPE THROUGH WALL /i 6' SELF ADHESIVE - FLASHING (INSTALL PER MANUF. SPECS.) BUILDING: PAPER — UNDER "QUICK FLASH" NOTE: IF ZIP 5F-IEATPINCx SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. ELEC. METER VERIFY LOG A1cCA ICJ MMLL=1Y>= STUCCO 5CRATCH COAT 4 1 COAT OF PAINT W/5ACK- ROLL PRIOR TO ELEC. METER INSTALLATION :C- METER FIELD 21FY LOCATION JJOOD CONSTRUCT[ -M6" ZIP SHEATHING: SY EM (INSTALLED PER MA . SPECS.)OR WOOD SHEATHI G WRB C�R STUD W P :R "2, FORTH=15ER PAPER CHICK, 3 COAT CEMENT ASTER TO Yell — WOOD FRAM WALL WEEP SC 7/16' ZIP SHEATHING: SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING: 5 WRB LAYER 01, STUCCO WRAP WR15 LAYER 02, FORTIFIBER BUILDING: PAPER METAL LATH WOOD CONSTRUCTION�F�ISI 'TES' TEXTURED I ® WOOD FASTEN TO WOOD STRUCTURAL MEMBER a i' O.G. MAX 8 GMU 36' TO J9" MID -WALL DEEP SCREED VE LWIDE STRIP SELF - ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH 0 MASONRY HORIZONTAL WEEP SCREED E D t ( FRAME TO BLOCK) FRAME TO FRAME NOTE: IF ZIP SHEATI-IINCx SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO 5E FILLED WITH RIGID POLYMERIC 15OCYANOTE-POLY5LEND FOAM APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES .;0 SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COM50 OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING IN APPROVED HOU5EWRAP FOR SOX INSTALLATION WRB LAYER "I, STUCCO WRAP WOOD SHEATIHIP APPROVED HOUSEWRAP BELOW CUT SUCH THAT - NO MEMBRANE ENTERS Box, APPLY TO FACE EDGE APPLY E-z SEAD— OVER 60 MIN GRAPE "D" 1-ELT-PROVIDE SEALANT At ALL JOINTS AND INTERSECTIONS STEP '*1 STEP 1*3 •o•o•o•o •o o• A0. NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES &T E P 1*2 WR5 LAYER +'I, STUCCO WRAP APPLY 60 MIN SELF -ADHERING GRADE "D' FELT MEMBRANE FLASHING OVER SELF -ADHERING FLASHING OVER APRGIVED HOUSEWRAP WRB LAYER "2, FORTIFIBER BUILDING PAPER STEP ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP *1+t5 STEP ;*(o C� ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 wo F N W ti a a � F I A ti CREEKSIDE LOT 66 PRAJECT# aMDEI l 4EBB "1828-CALI" GARA03C 811ING: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA y� IDATM: 02/19/18 8CALEb 1/4"=V-0" BIt�ffiT W L w EXT. OD FRAMED COLUMN SHEATHING WOOD SHEATHING WALL WRB LAYER "I, - .WEATHER RESISTIVE / STUCCO WRAP SUB -FL EGKING BARRIER "I3' X 3' 26 GA. f/ WEATHER RESISTIVE WOOD WIRE, LAYER "2, FORTIFI$3 R p-ENCs'D SS FINISH LAYER (2 LAYER METAL DRIP ED BARRIER 02 CONSTRUCTION BUILDING PAPER EL 4 STICK) T SEt IN FULL BSAP. WEATHER RESISTI SEALANT, Y2 s/4 PAT CHANNEL a HICK, 3 COAT CEMENT � WAV TYPE 'X' DRYWALL PLASTER BARRIER `�` STI E� DRIP SPACE DRIP PEEL 4 STICK I x3 L FLASHING 6' SAP. * TOP OF WEEP SCREED WEATHER RESISTIVE EDC O FACE TO t X FULLY EMBEDDED w- TO SHEATHING BE" ND WEEP SCREED BARRIER "2 WOOD SHEATHING \" d' POSITIVE DRAI4 tµIGK, 3 GOAT CEMENT REcJ DECK , ! IN ROOF CEMENT I J4 X 3 26 GA. GALV. \ WEEP SCREED PLASTER t , WRB LAYER 01 v� vv METAL LATH Y4' G FOR BACKER �''% METAL DRIP EDGE Ya" GAP FOR BACKER SET IN FULL BED OF / \\ 1 ! RO 4 SEALANT n STUCCO WRAP / `\ WOOD SHEATHING WOOD ItREX) LER�AD SEALANT, J4 M " THICK, 3 COAT CEMENT / \` INYL CASING BEAD ROD 4 SEALANT SPACE F I PLASTER i CONTINUOUS AM66-WFWG-780 CUSTOM CASING BEAD r.' \\\ 6' SELF-AD+�EREING VINYL CASING BEAD FACE TO t WEATHER RR 0RESIStIVE J-� FLASHING WRAPPED WATER PROOFING 1 WEAtI-4ER RESISTIVE i i i\\ m - EXTERIOR GRADE LATER (2 LAYER L # BARRIER "I 1 WEATHER RESISTIVE TOP OF WEEP SCREED �" TO SHEATHING BELOW DRY WALL STICK) WRAPPED FRO `'.- U�� _..•! WEATHER RESISTIVE WATER PROOFING let BARRIER 02 BALCONY DECK TO i \ WR$ LAYER "I, CANTILEVER a. r( BARRIER +`2 LAYER (2 LAYER PEEL `� MY -LED EXTERIOR COLUMN STUCCO WRAP 4" POSITIVE DRAIN THICK, 3 COAT CEMENNt r +SLICK) asaa*�a. COLUMN SI�EAt1�INCx / �`` PLASTER ,IN WEEP SCREED \`./J 6 PEEL t STICK Q ;•'T„ ; �, VINYL CORNER BEAD t DECK MEMBRANE, DRIP EDGE TO DECK 6' SAP. EXTEND OVER DRIP PEEL < �— WRB LAYER #2, FORTIFIBER k ' BUILDING PAPER N AP FIE D VINYL CASING BEAD SUB, FLOOR EDGE I J(z"x3' "L" FLA5141NC� ___-- ____• _ (SHOWN FOR I AtION OF ®® 3' X 3" 26 GA. GALV. SUB FL FULLY EMBEDDED (N i SEPARATE ACC IES ONLY) ROOF CEMENT � METAL DRIP EDGE q ----------------------- ---- _ __ L BED OF6' SELF-ADHEREING X 3" 26 GA GALV WRB LAYER *, WRAPPED � METAL DRIP EDGEFLAG3/4 P.T. OR IlCORNEROF CANTILEVER WOOD (TREX) FI E SPACE FROM DRIP SET IN FULL BED Or - STUCCO WRAP ` `ar FACE TO TREX I 1 R -SIMULATE CONTINUOUS SEALANT, J , MIN. 4' POSITIVE DRAIN INY CASING A It X) FILLER, AMIGO AM66-WFWG- i80 `. % Ya" GAP FO -S SPACE FROM DRIP WEEP SCREED CUSTOM CASING BEAD ��.. /FACE TO TREX ROD < SEAL W TER PROOFING 1st yd' FOR SEALANT VINYL CASING BEAD ------ FINISH LATER 2 ATER LA R (2 LAYER PEEL 4 OPT ACKER ROD. CANT 1 LE VE R D R PEEL 4 STICK) 6TIC5AL WRAPPED FROM WATER PROOFING lot NO GAP IN FIELD 3/d RESILIEN BALC Y DECK t0 M (PIED 90 4 y LAYERl2 LaPArYEDR R 4 HAT CHANN CANTIL R /4 RESILIENT BALCONY DECK TO (SHOWN FOR CLARIFICATION OF NOTE: 10 VINYL CASI A OM �° THICK, GOAT CEMENT HAT CHANNEL ANTILEVER SEPARATE ACCESSORIES ONLY) IF ZIP SHEATI-4ING 5Y5TEM 15EDGE PLASTER INYL CASING BEAD CASING BEAD INSTALLED, PLEASE SEE iii METAL LATH MAI�IUFAGTURERS ICK 3 COAT CEMENT 5/8' TYPE DRYWALL WOOD SPEAT G PL TER 10A DTL. C� CANT. N W/TExtuRE 4 PAINTED WEATHER RESIS vE /8" TYPE 'X'DRYWALL METAL ATH INSTALLATION PROCEDURES ®1 SCALE: 1 /2'=I'-0` FINISI BARRIER "I WITEXTURED 4 PAINTED WEATHER RESISTI WOOD S ATHING ' THIG , 3 COAT CEMENT BARRIER "2 41 FINISH DRAINAC � PLANE CUJRB PLAS R WEEP SCREED POSITIVE RAIN " THICK, 3 COAT CEMENT WEEP IGI AIN NOTE: VINY Go PLASTER S ELD LA1''ER #1, 5TUCCO WRAP) VINYL CORNER BEAD (SHOWN FOR 0 GAP IN IG ARIN LION OF 1`'IETAL LATH: LATH TO 5E PER 5ECTION v YL CASING BEAD (5 GAP IN FIELD SEPARATE ACCESSOR -S ONLY -t -I-t� ,t -t t� ISHOWN FOR CLARIFICATION OF VINYL CASING BEAD R703. I.1 / AS I I I C=a =Og, IN. 2_� L55. WRB LAYER *2 (FORTIFIBER — — — — — SEPARATE ACCESSORIES ONLY) PER 5a. BARD (UTILITY' OR NOt-IINAL BUILDING PAPER) BALCONY DRIP BALCONY DRIP LATH DOSS NOT 1"IT SPECIFICA�"IONS> >�E-�AL L,q�-� x x x x 11A EDGE INSTALLATION 11C EDGE INSTALLATION Ca) COLUMN (W/" L" FLASHING) SCALE: NTs WOOD CONSTRUCTION STUCCO WOOD SHEATH]NG NOTE: IF SPEAt ING SYSTEM IS IF IF PING SYSTEM IS INSt ED, P EASE E INSTALLED, PLEASE SEE MANUFA R5 WEATHER RESISTI ,'�"; - -- 2x 1=RAMINC� MEMBER WRB LAYER *1, � MANUFACTURERS INSTALLATI PROGE URES BARRIER WOOL) SI4rHATi4INCz �Tix,; ; % �; � STUCCO WRAP S%= INSTALLATION PROCEDURES 3/d RESILIENT ER STIVE OR -1/16 ZIP SHEATHINGS SYSTEM / I-IAt CHANNEL IE (INSTALLED PER MANUF. SPECS.) S L1=-ADS-I SIV� 1�LASI�INCx — — //�� PLASTERS GOAT CEMEN WOOD SHEATHING VINYL SING BEAD / WRB LAYER *2, oRt1F15ER >1� HICK, 3 COAT CEMENTi CORNER BEAD BUILDINGS PAPE WRB LAYER1, PLASTER , ; 1=AgT ED TO EATNINCx SiUGGO WRA 5/8" TYPE 'X" DRY METAL LATH j i W/TEXtURED 4 PAINMETAL LATH T D WOODS At INOIRS FINISH 'MAIL z� a NUr.8M S. s THICK, 3 GOAT eEME � 1 � WRB LAY 02 FORTIFIBER crtrsr rra�. ereca./ / � . � 7, x � " THICK, 3 G E t (2) 2x1ADER r ^�Y PLASTER ; BUILDIN PAPER PLASTER ;- LAYER *1, 6"SELL=-ADHERINGx � ' VINY G A 4 POSITIVE DRAIN', META LATH STUGGO WRAP FLASHING �, E sc T ; V. WOOD SHEATHING . (EXPLICK, 3 COAT GE1"IENT OD VI CASINGBE NO GAP IN FIE L ; ,' >I 'VIEW FO ASTER (SHOWNFOR cA CATION of , DRIP GAP t j . CLARIt ` SEPARATE ACCESSO S ONLY) ' ' TAL LATH t f DRIP EDGE , � � ' �. e? � `'��• 11D INSTALLATION -- - WRB LA *2, F©RTII=IBER ' BUILDING P R WINDOW FLANGE ` '\.J �•, WRB L YER *1, , NOTE: �A CORNEA BEAD �� y IF ZIP SHEATHING S S EM IS WOOD CONSTRUCITON STCGC WRAP j INSTALLED, PLEAS SEE MANUFACTURERS, WEATHER RESISTIVE 2 1 i 2 INSTALLATI PROCEDURES BARRIER el CORNER BEAD WRB LAYZ, TIFIBE R WEATHER RESISTIVE -- CEASTENER 4 SPAGING BUILDIN BARRIER 02 METAL LA VINYL CASING BEAD, ( tl IfGK, 3 THic COAT CEM GOAT CEMENT ; PLASTER �' ENT ra ' i 5/8' TYPE "X' DRYWALL METAL LATHPLAST W/CEXTURED 4 PAINTED W�p gu�dtU u�� FINISH i� �R�Rb' LII�-6N 'A' YFJ1RYs SYSTEM 6n5 LF-ADHERING f a AN. Scs.1 Gj*q� F SHING r / ' THICK, 3 COAT CEMENT Cr�\ ra PLASTER I V THICK, 3 COAT CEMENT VINYL CORP. d DRIP GAP VINYL CORNER BEAD POSITIVE DRAIN A PLASTER APPLIED - WEEP SCREED v DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD @) B L O C 1 5 B C A I N G BEAD Ca) WINDOW FRAME, No BAND @D-RIP EDGE INSTALLATION .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W w n U w 0 ti A F A stn3DIV. de LOT: CREEKSIDE LOT 66 PR0xmcT# MODEL: 4EBB "1828—CALI" GAP.&GE 8WWG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATA 02/19/18 8HEET WA3 W0013L SHEATHING WRB LAY STUCCO W WR5 LAYENFAIFER IFI5ER BUILDING METAL LATI4 �\ l i' TRACK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASPING VINYL ANGLED�� CASING BEAD DRIP CAP WINDOW FLANGE NOTE: IF ZIP 51-IEATI-IING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHING I — WRB LAYER STUCCO W P 1 WR5 L ER #2, 1=0RT11=1BER BI.IL G PAPER — AL LATH T ICK., 3 GOAT CEMENT PL ASTE R ff�0,072- 7 8 LAYER "2, FORTIFT�E BALDING PAPER'�'.,�\ METAL LATI4 " TI-41CK, 3 GOAT CEMgNT PLASTER 6'SELF-ADNERINCx w, FLASI-IINCx -� DRIP CAP WINDOW FLANGE Y4° CxAf- T1'1- CASING 5EAD TO TRIM 1X TRIM M5ER m STUCCO - SIDING: TRAN ION SIDINGS r WRB LAYER "I, STUCCO WRAP 0 J'-rHici<, 3 COAT C NT PLASTER METAL LATH B L ER 02, FORTIF15ER 41 INCH PAPER �I D SHIZZAT ING WR5 LAYER "I, STUCCO WRAP 0 5EL DHEREING FLASH NG PEEL i STICK SIDING TO S' - uC o CASING BEAD (CROSS SECTION) 1 WOOD CONSTRUCTION BEYOND .t r WOOD SHEATHING �\ ! 1 1 WEATHER RESISTIVE 1 5ARRIER 01 1 THER RESISTIVE i 1 5A IER n i J I i I g�" X T 'LAP SIDING k, RE t1 1 6' SELF-ADH NG �\ FLASHR ICs 1 1 , / 1 �f STARTER STRIP all • I DO OR i;1 , BEALOOPENNI OPENING CASING BEAD Ca) WINDOW 1 5C (FRAME, W/BAND) SHEATHING METAL LAT WRB LAYER #1, STUCCO WRAP WRB LAYER 02, FORTIF-I5E 5UILDING PAPER S" THICK, 3 COAT CEMENT PLASTER VINYL ANGLED CASING BEAD VINYL CASING 5EAD GALV'D METAL 'r ;=LASHING 6TRIM ME iLgA NOTE. IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES LJOOD 5I4r=AT r 4 � ASHING DHERIWs \ ` WEATHER RESISTIVE \ Y BARRIER M WEATHER RESISTIVE BARRIER 02 1 o/ 6" SELF-ADHERIWs FLASHING - GALv'D METAL 7' FLASHING gDO NOT GAULK OR rx�CNIN� i5ER / I Y' X 6' SIMULATED I W�JOD TRIM MEM5ER \ 1 SEAL GAP W/GAULKIWs OR APPROVED SEALANT ST CASING SIDING TO STUCCO C4) BLOCK TO FRAME TRANSITION NOTE_ METAL LATH: LATH TO BE PER SECTION R-703.1.1 / ASTM C-547-013, MIN. 2.5 LBS. PER SCE. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) 6' WINDOW -------------------- ----------- g" TWCK, 3 COAT/r-ORTIr-15ER PLASTER SEALANT- i, METAL LATHFRAM WRB BUIL r�BEAD VINYLCASINGZBEAD VIN3�CASING (W/3/8" FLEXIBLE PVC B KER ROD) 1 / 2X FRAMING MEM5ER ------------------------ ---------------------- rrr�i r' SEALANT F I I I I WINDOW FRAME WRB LAYER 01, UCCO WRAP, WRAPPED AR ND FRAMING MEM5ER I fo" L A HE51VE FLA5HING i i EATHING 1 ET FLOW EXPLODED \ R CLARITY rr rr \" THICK, 3 COAT CEMENT EAL� PLASTER ll�pGUJ METAL LATH WRB LAYER '*2, FORTIFI5ER j UILI PAPER / W D SHEATHING X *` X WR5 LAYER 01, STUCCO WRAP --- 6" WIDE PEEL E STIC AN �, / OVER FLANGE INDOW FLANGE E-Z BEAD VINYL CASING 2X FRAMING (W/3/a" FLEXI5LE PVC 5AC MEM5ER #APPLY FULL 5ED OF SEALANT 5 =� FLANGE 4 51JILDING WRAP 5UILDING WRAP HER RESISTIVE RRIER Of TO LA12 'MIN. A50HINGTOP Z / r 16- UEATHER RESISTIVE BARRIER M _ 15ARRIERR RESISTIVE E02 \ GALV'D METAL 7' FLASHING ' DO NOT CAULK OR / SEAL OPENING T GALV'D METAL - /"' — WEATHER RESISTIVE VIEW FOR �� IR 'T FLASHING BARRIER M TO LAP 1rY) I Y' X 6' SIMULATED GARIT6" MIN. ABOVE TOP W$OD TRIM MEM R Z FLA5Hlw% E-Z BEAD VINYL CASING 1 Y<' X 6' SIMULATED (W/%' FLEXI5LE PVC / WOOD TRIM MEM5ER SACKER ROD) \ / 'SELF -ADHERING 6' SELF -ADHERING I I 1 SHING FLASHING \ &4N7 PLASTER \11 OR AP VED SEALANT WEATHER RESISTIVE \ ' ' WEATHER SfSTIVE 1ri� #1 SEYo i WOOD SH THING- CO W�hll WEATHER TIvE BARRIER M 1 WEATHER RESISTI II ''��jj I pp } �j p 15ARRIER °Z X 1 wlRE LXrEIR 2, FORTIFIf5F-1R Ul%6F"AAP51Dl \ 1 FLASHING: y �-lETAL• LATE STARTER STRIP I 1 I DO NOT GAULK�[�+ T#4 f CK, 3 COAT CE1"IENT SEAL oPENIN6 (EXPLODED CASING READ C' RAISED ]BAND (FRAME) 1 7 1 A � SCALE: 1 1/2"=11A-0" BARRIER M SARRIER M (LEATHER RESIST -Z 5EAD"I � 5ARRIER 01 (W %' FLEXI5LE C SACKER ROD) SIDING TO STUCCO WEATHER RESISTIVE BARRIER 42 ® FRAME TO FRAME Ira TRANSITION LEGEND DRAINAGE PLANE (WR5 LAYER 411, STUCCO WRAP) WR5 LAYER "2 (FORTIFI5ER — — — — 51JILDING PAPER) METAL LATH x—x—x—x STUCCO WOOD SHEATHING OR '1/16' ZIP BHEATWNG SYSTEM (INSTALLED PER MANUF. SPECS.) SELF-ADIHESIVE FLASHING 11441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w 0 F 4 V w q h A m 1 ROD) F� 1 Svsarv. as LOT: CREEKSIDE LOT 66 PROJMCT# MODEIs 4EBB "1828-CALI" GARAGE SVMG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C jr ARCHITECT: STATE OF FLORIDA as 02/19/18 8CAXM 1/4"=1'—Q' SI3MET lly-mv, will MOD(FIEp 11, C1LT IN HOUSEWRAP LINE OF I GnENINCs APPROVED HOUSEURAP OVER SHEATWINGs OVER UV STUD WALL STEP I INSTALL 6' SELF -ADHERING PLASRIWS OVER NAILINCs FLANGE AT JAMBS EXTEND FLASHING: MIN I' BELOW SELL FLEXIBLE FLASHING DO NOT SEAL BOTTOM FIN STEP 6 NOTE IF: Z I F SHEATHING 5`rST 13 f N5TAL L , FlROCE APPLY jOVr=R JOINT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 04 W h W 0 U W 4 yF K U W Q F A F4 h Istmorv. & LOT: CREEKSIDE LOT 66 PROJECT# MODEL: 4EBB "1828-CALI" GARAGE 8VMG: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C DATE: U;d/1U/lb SICALM SHEET Www"o"WRA 4 l� Ii 1/8" TEXTURED Ir FINISH m WOOD, j 1/2' TEXTURED FINISH a CMU 2X6 SUB-3A'I�'.�' W/I°x4" NCTC,- METAL LATH END, WRAPPED IN PEEL E STIC< METAL FASCIA WRAP I,I �OODUSHEATHING WRB LAYER °I, DRIP EDGE I\\ "" 5TUCCO WRAPIFRAME ONLY) As i XI WRB LAYER 02, FORTIFIBER d BUILDING: PAPER -I/S' TEXTURED I �\ - -- (FRAME ONLY) F IN I SH g WOOD I i 2X6 5Ue BAND = 1/2" TEXTURED \ RooFIN CEMENT =1NISH CMU \ j \ DRIP EDCxE `1ET,4_ FASCIA \t .URA= Ya" FROM \\ STUCCO, I' FROM .000D WALL \\ EXTERIOR WALL \ 'FRAME OR CMU) \\ NOTE: NOTCH FOR 2Xro cOFLAN e - REMOVED IE1rOND) OFF WALL :CO) > FINISH � :TUBED W/IIIx4" NOTCH a IN PEEL 4 STICK WRAP I" OFF IB BAND 2" L r METAL KICK OUT NOTE: IF ZIP SHEATHING 81'5TEM IS INSTALLED, SUB BAND DETAIL 0 WALL PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES � �\ PRE-ENG'D TRUSS TO BE CUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 211x4"x4' _oIl SCABBED TO TRUSS W/12d NAILS 1'o"-8" O.C. MAX. 2x SUB -BAND W/1Y"x4" NOTCH 0 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR Ct IU) x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x I x x x x x x x x x x x x x -- x x x x x X x x x x x - x x x x x x x x x x -' x X x x x x x x x x-- x x x x x x x i x x.- SUB BAND DETAIL (9) WALL W/KICK— OUT F-R4ME 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/ll "x4" NOTCH Q END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY OR CIMu WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/ly"x4" NOTCH le END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY I N. RONALD REAGAN 6L LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w cn w a F cl cl a A M stminv. & LOOT: CREEKSIDE LOT 66 PROJECT# a[ODELa 4EBB "1828-CALI" GARAGE BWMG-. LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND 160 MPH EXP. C ARCHITECT STATE OF FLORIDA LQAr � NO 93 CH CRA DATA 02/19/18 a o