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HomeMy WebLinkAboutBUILDING PLANS• 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 BY BUILDER CONTRACT DOCUMENTS. BLVD. 5610 ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN S DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER FAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT 3ED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS 2 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 FTEN/DRAWN FORMS IN A TIMELY MANNER, AB DESIGN UP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF STRUCTION BY THE BUILDER WHEN NO BFI's HAVE BEEN ERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION ED ON THE DRAWING SET, 8 2 8 �r "_?� " 9 9 �u A 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 ADJ. AIR CONDITIONING ADJUSTABLE LUM. M.C. LUMINOUS MEDICINE CABINET -FLORIDA FIRE PREVENTION CODE 6TH EDITION ALT. ALTERNATE M. MANUFACTURER -NATIONAL ELECTRICAL CODE (NEC) - 2014 EDITION AMP. AMPERAGE MIN. MTD. Mmam MOUNT® -ALL LOCAL AND STATE CODES BD. CL BOARD CENTER LINE MTL. METAL • OCCUPANCY - RESIDENTIAL, GROUP R3 CAB. CABINET N.T.S. NOT TO SCALE • CONSTRUCTION TYPE - VB CLG. CLR. CEILING CLEAR O.C. PL ON CENTER PROPERTY LINE • MIN. INTERIOR FINISH - CLASS B CONC. CONCRETE P.B. PUSH BUTTON • BASIC WIND SPEED - Vult=160 MPH CPT, CARPET PH. PHONE Vasd=124 MPH C.T. D. CERAMIC TILE DRYER PLT. PLYWD. PLATE 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 DIM. DIAMETER DIMENSION R. RAD. RISER RADIUS AND STATE CODES DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA, EQ 'A. EACH ELEVATIONEQUAL SLIT. SHEET SHOWER G SQ.FT. CALC.'S SHWR.SHTHG. EXH. EXHAUST SQL. SIMILAR LIVINrs 1916 5Q. F-T. EXT. EXTERIOR SL. SLIDING CrtARACx= 43(d 5Q, �T, F.G./FX . F.G. FI ED GLASS FUEL GAS SL. GL. STD. SLIDING GLASS STANDARD ENTRY Ilio 5Q. FT. FIN. FINISH SWS SHEAR WALL LANAI 50 SQ. F-T. FIR. FLOOR SECTION FLUOR. FR. DR. FLUORESCENT FRENCH DOOR SC TEMP. SOLID CORE TEMPERED GLASS TOTAL 2442 5Q. FT. FTG. FOOTING THK. THICK GA. GAR. GAR. DISP. GAUGE GARAGE GARBAGE DISPOSAL T.O.C. T.O.P. T.O.S. TOP OF CURB TOP OF PLATE TOP OF SLAB A/C VOLUME 166Q4.1 G.F.I. GROUND -FAULT CIRCUIT TY'• TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD, GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER BEATER INT. INTERIOR W.I. WROUGHT IRON REVISIONS REV. I DATE I DESCRIPTION BID SET ISSUED TERMITE TREATMENT REQUIRED 'ONCEALED FASTENERS OR ATTACHMENTS ARE THE RESPONSISIUTYOF THE CONTRACTOR OF RECORD ��t rn"':'1 4F i THESE PLANS AND ALL PROPOSED WORK ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT MAY BE NECESSApy IN ORDER TO COMPLY WITH ALL APPLICABLE CODE& ROAAW WIiM Fqr Eh#FRf y MoRT 446 ANo WINDOWS ImeI'EmION✓S ARE APPROVED INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI -COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN PG 1B-LINTEL SCHEDULE PG 1B.2-SAFE LOAD TABLES PG 2-FLOOR PLAN PG 3D-ELEVATIONS 'D' PG 4D-FRAMING PLAN PG 4.2-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG 6-HVAC PLAN PG DI -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 WAI-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS CUT ?V� r `Jo" ST. LUCIE TY Bt L La REVIEWED FOR C E REVIEWED BY DATE g ON JOB PLANS AND O Z NCI BNSPEC WML AC MAD& 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W Chi W 0 F 4 w a F p Cv BUDDly de LOT: CREEKSIDE LOT 43 PR.OJiICCTEJi 04321.000 043R1 MODIErs 4EBB "1828—CALI" GAItACiE OWING: RIGHT PACs COVER PAGE 160 MPH EXP. C 05/29/18 SCALM: CI 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS II. ATTICS W/ STORAGE III. ATTICS W/OUT STORAGE IV. POOLROOMS V. BALCONIES AND DECKS VI. STAIRS VI I. ALL OTHER ROOMS B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 ** I. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 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 VOLT=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 BEFOFRIE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6, THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITION'S 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 DETAIL. 10 FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1 ' 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.2.1. 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 160 MPH MIN. WIND LOAD. B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 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 GARAOF AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017). 3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN 1/2 -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 -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL EQUIVALENT. WHERE THE SEPARATION I5 AFLOOR ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. COMPACT IT095% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT CKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. 10, THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION; INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS.. SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 25W PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/<". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE F0 jNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS, LEAVE BRACING IN POSITION UNTIL PE ANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/<". 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. UAQnMDV 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 L. ni n- II IL"IN V I,,_,_,-..__-,_vvvu.,,-. . I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2, ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3, LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5, MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 & 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 #2. 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. 16. 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 FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH ACORROSION RESISTANT POLYMER PAINT'. VARY BUT IT SHALL NOT BE LESS THAN'/ INCH AND NOT MORE THAN'/ INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS FOR MORTAR JOINT THICKNESS TOLERANCES. NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 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 R606.2.11.OF THE FBCR 6TH EDITION (2017). 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12.OF THE FBCR 6TH EDITION (2017). PLUMBING 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 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. 3. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS, CONDENSATION LINES SHALL BE MINIMUM '/" PVC (SCHEDULE 40), INSULATED WITH'/" AMAFLEX. HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 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. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017). REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION {2017}. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). EDITION (2017). EXTERIOR WALL COVERINGS 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 1 ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 4 ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING THICKENED SLAB BEAM OR LINTEL EXTERIOR FINISHES SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR 031 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER '/4" D. I BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 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. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER R WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2"THICK, PAPER BACKED METAL LATH O 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 - 'L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS - CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS - WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-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) . 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w w a U w 0 F w q h ti StTSI) . de LOT: CREEKSIDE LOT 43 PROJECT* 04321.000 043R1 MODMA 4EBB "1828-CALI" t'iARAGE SwINC�: RIGHT PAGE: GENERAL ]NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA Qllik DAT]C: 05/29/18 SCALE: 1/4"=f-0" SHEET G -1de COAv 14 2" — ■ ■ ■ -0" -0" o � 4 SLAB I -31/2° 10 I pl >I EXTEND END OF PVC. CHASE UP 12' A50VE COND. CONC. PAD /CONE) =A I CI`1V -' SLAB 1 1/2" / 1 ■ 'I 'I I IOPT. I II LL JL°JL pUJJ I I REF I II SINK L1_J II ■ II � II" PVC CHASE: II (FOR ELEC. TO�I ISLAND I E I ■ I — 2Xro WALL 2X�2I WALL uTG. F I I I LAv. I I� NI I SLAB E V2p' rI of -m" ELEv. F(N. GONG. SLAB L- ■ O'-O' ELEV. /i4' PVC( FIN. CONIC. SLAB // CI LASE I\ 4" CONIC., REINF. W/ ii WI.4XWI.4 WWM ON 6-MIL POLY- ETI-4YLENE VAPOR RETARDER !% ON WELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE 50RA-CARE: --_,__. -4 // 4 � ■ �I .lol\>� X 11 � 36"x60" ! / SHWR. PAN J IL rv15-1011 If-n I 8 5OLLARD AS REQ. pl PER 5LD6;. CODE a 0 -_11/2' 4' CONG. SLAB TYP. ro a IN m NJ DI FOUNDATION PLAN 3'-4"6" 2'-a" ��_��� -�" NOTES. 4'-4" VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE F5CR &TH EDITION (2017). 2" VTR' KITCHEN 1/2/// I k " utR SINK W/ 14 AUTO VENT 1 1/2 I \ I1/2' � 1/2" � "r 1/2" WC r d � - 2�� TU5 21 I LAV I 1 I/2I1 LAV IU I I WC 31, 311 311 1 1/2"� SHWR WASHER 2' co 4' 4" PLUMBING RISER MTO AIN DIAGRAM SECURE STRAP TO UNIT W/ (2) #Dxl 1/4 A/C SHT MTL SCREWS UNIT SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO GONG. CONIC. W/ (2)-3/1il SLA5 TAP -CONS A/C CONNECTION TO PAD DETAIL NI MAIN CONE). DRAIN 3/4" PIA. OVER HEAD ® 12' FROM STRUCTURE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W w U w 0 4 U w A F 0 ti BLJHDM de LOT: CREEKSIDE LOT 43 PROJECT# 04321.000 043R1 MODEL: 4EBB "1828—CA GARAGE ! VrMG: RIGHT PAGE: FOUNDATION PLAN t60 MPH EXP. C 01 ARCHITECT: STATE OF FLORIDA Ili NNIN DATE: 05/29/18 3CALE: 1/4"=f—W 8*1ZET 1 -'ile Copy I N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i F W r U W 0 F 4 U h W A F A stmDIV. Z LOT: CREEKSIDE LOT 43 PROJECT* MODEL: 4EBB "1828—CALI" GARAGE BRING: RIGHT PAGE: DOWEL PLAN t60 MPH EXP. C SCALE: 171 „i:H: ti 05/29/18 .�"ide Co CAST RETEr LINTEL SCHEDULE 1 LINTEL No. LENC�t�4 TYPE COMMENTS L I 17'-4" aF28-IB/IT L 2 4'-6' SFI6-fdB/IT L 3 7'-6" SFI6-IB/IT L 4 - - NOT USED L 5 - - NOT USED L 6 7'-6" 8F24-IB/IT L 7 4'-6' 8�6-fDB/IT ABV. DOOR ASSEMBLY L 8 8FI6-IB/IT I I j LANAI j a, -a" CLG. I I L— 3 L— 3 I I (2) 3052-SH (2) 3052-SH I 6068 S.Gz). I EGRESS0 — — — — — DI OWNER'S LIVING ROOM I I I I I I I c1 L-8 R o° ------ UO 0. O. ——-- - BATH _ W.I.C. a'-8" GLG. I a'-&' cLG. O" -- F= — — KITCHEN r — — a'-8" cLG. LAUN. I I I — — — — — — I PAN. 5'-5" GLG. O I I — — 07 — — � _ _ _ I BDRM. #4/ == DEN I II e'-a" cLG. O� I I I m L— 2 L— 2 I I I Ln w I I m Lb lu BDRM. 3- ---- 00 rj L-----J Q� II O II BATH 2 8 -8 GLG. GARAGE —FOYER a -8 c G. BDRM. 8'-8" GLC:. i e• ENTRY L— 7 a' -a" GLG. I (2) 30D 2-SH I ---- EGRESS L— 3 L-1 .LINTEL SCHEDULE NOTE: THE LINTELS MAY 5E SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Cal W U W 0 yF K U W A F 9VHaIV. 8e LOT: CREEKSIDE LOT 43 PROJECT* asoaE� 4EBB "1828—CALI" awRnaE swirra: RIGHT PJ►Ciffi: LINTEL SCHEDULE 160 MPH EXP. C ARCHITECT STATE OF FLORIDA DAZ°. 05 /29 /18 SAFE LOAD TABLES FOR GRAVITY. UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS Cam* -CRC GRAVITY LENGTH TYPE $U$ 8F8-OB 8F12-0B 8F16-0B 8F20-OB 8F24-OB BF28-OB 8F32-OB 8F8-1 B 8F12-1 B 8F16-1 B 8F20-1 B 8F24-1 B 8F28-1 B 8F32-1 B 2'-10" (34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 3'-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 316 44473 6039 1 7526 9004 10472 11936 4'-0" (48") 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 6-4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 1 2889 5057 6096 5400 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 777 1255 2101 3396 5260 7134 8995 6890 T-6" (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'-4" (112") PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10'-6" (126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11'4" (136") PRECAST 445 598 935 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.R. NR NR NR NR NR NR NR 465 1 765 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.R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4" (256") PRESTRESSED N. R NR NR NR NR NR NR NR 183 330 610 940 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 Cs►sT�Rrn UPLIFT LATERAL TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8U8 8F8 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 1 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'-6" (78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 2192 2703 3216 3732 7' 6" (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* 491 793 1027 1261 1496 1731 396 493 716 611 1039 1 1389 1711 2034 2358 1V-4" (136") PRECAST 666* 439 696 899 1 1104 1309M 363 556 666 535 905 1295 1595 189612'-0" (144") PRECAST 607* 4D0 631 816 1001 1186340 494 631 486 818 1209 1514 179913'-4" (160") PRECAST Soa* Sao s32 686 841 997302 398 573 409 682 1004 1367 1 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 1 336 477 1 635 807 1 993 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 127 165 244 312 380 447 515 N.R. 135 124 186 290 408 538 680 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS GRAVITY LENGTH TYPE SRU6 8RF6-0B 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1B 8RF10-113 8RF14-113 8RF18-113 8RF22-113 8RF26-18 8RF30-113 4'-4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5' $" (68") PRECAST 785 832 1602 1550 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 1 2933 4100 6730 8177 6707 7' 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 1 2618 3595 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS cr°►�'r-C, UPLIFT LATERAL TYPE LENGTH 8RHAT 8RF10-1T 8RF14-1T 8RF18-IT 8RF22-1T 8RF26-1T 8RF30-1T 8RU6 8RF6 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 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 1 1507 2311 1 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 1 5453 5' $" (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 1100 778 956 1468 1 1987 2509 3035 3563 T-6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3157 9' $" (116") PRECAST 533* 433 808 1123 1413 1704 1995 516 614 s33 527 1009 1369 1728 2088 2450 *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR #5 REBAR AT TOP MIN. (1) REQ'D ° 1-1/2" CLEAR TYPE DESIGNATION J F a. 2 H w G.M.U. F =FILLED WITH GROUT / U =UNFILLED U = ,. a. QUANTITY OF #5 REBAR AT ¢ J Q BOTTOM OF LINTEL CAVITY CO z F' r O °.. GROUT z 8F16-1 B/1 T � #5 REBAR AT BOTTOM • • OF LINTEL CAVITY NOMINAL WIDTH QUANTITY OF #5 NOMINAL HEIGHT REBAR AT TOP ►M:1r_T41l11111 8" NOMINAL WIDTH BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE LOAD TABLE NOTES MATERIALS GENERAL NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled 1. Provide full mortar head and bed joints. lintels must be reduced by 20% if bearing length is less than 6-1/2". 1. f'c recast lintels = 3500 psi. p p 2. Shore filled lintels as required. Safe loads for all recessed lintels based on 8 nominal bearing. 2. f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 3. 4. Installation of lintel must comply with the architectural and/or structural drawings. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 2. 3. N.R. = Not Rated. Safe loads are total superimposed allowable load on the section specified. 4. Concrete masonry units (CMU) per ASTM C90 w/ vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. minimum net area compressive strength = 1900 psi. 5. Rebar in 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 lintel. provided precast Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8" meet or exceed U180. addional reinforced masonry above the precast 6. Prestressing strand per ASTM A416 grade 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. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 4078 www.abdesigngroup.com AA #: 0003325 F W W U W ti a a U W a F ti etmixv. & LOT: CREEKSIDE LOT 43 PR,OJ&CT MOaEL: 4EBB "1828-CALI" GAP.AGIC 8WING: RIGHT PAGE: SAFE LOAD FABLES (CAST-CRETE) 160 MPH EXP. C 05/29/18 8CALM:1/4 SHEET ra? 0 Pile Copy- 00MK)IJ51T AND CLADDINO WPD LOADS BASIC WIND EGE FOR 3 SECOND OUSTS OPENNGS DOTAGE ZW 0 NPH W1D NO GENU�fiC8 AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA Sis.D. MIN. 72 5 30/-31 CRITERIA 8010 O.H.D. 56 5 30/-38 16010 O.H.D. 112 5 29/-35 SOFFIT N/A 5 31.6/-38.8 -68 IF ROOF TILE N/A 3 -58.29 29 APPLICABLE 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 6TH ED. (2017) R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTROL DATE Lf j TOP PLATE 7 nl BAR DETAIL A SCALE: 1/2"=1'-0" Note: as = o in all cases, i E_11"1. vAfR1 e a H WALLS G#AyBLE ROOF$ GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATACsORY` SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP' ICE BARRIER UNDERTLAYMENT REQUIRED" FLOOD HAZARDS e AIR FREEZING INDEX ` MEAN ANUAL TI=MP? SPEEDd (MPHJ tOPOCxRAPHIG EI-ECTSk WEATHERINGA FROST LINE DEPOTHb TERMITE° NA 160 G NA NEGsL[GABLE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION FBG R302.9.1 THROUGH FBG R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL BE IN ACCORDANCE WITH SECTION FBC R302.10.1 THROUGH FBC R302.10.5 SQ.FT. CALC. S LIVING 1916 SQ. FT. GARAGE 430 80. FT. ENTRY I6 50, FT. LANAI 80 SQ. FT. TOTAL 2442 SQ. FT. A/C VOLUME 16604.1 ;zn FCJ O VANITY GABLE Rom$ 0 --< 1W HJP ROOFS 100 O VANITY 11,I 0 Ili`, eQ r S NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON MET DOOR W/ RETURN PLENUM AND RETURN AI - VERIFY CONDENSER PAD LOCATION WITH -OTHER OPENINGS BETWEEN THE GARACsE BE EQUIPPED WITH SOLID WOOD DOORS N MM) IN THICKNESS SOLID ORHONEYCOMB- IEXTERIOR MASONRY I WALL BRCS. HEIGHTS R H I2'-4�, 0'-O" �n f1 6X6 POST (2 TYP) �' LANAI j c0 8'-S" CLG. I 12 -� 10'-2" Ik, -011 31_411 (2) 3052-SH (2) 3052-Sp EGRESS NEE - - - - - - - 6068 &S.D. It U7 i DINING ROOM OWNER'S W-s' CLG. SUITE , LIVING ROOM 6-8' CLG. — 8'-8" GLCs. _ 2X8 N 7'_5° 4-S m �I " _ C. N V. IR-ISH 8 a O°OG�V.BATHj)I V(4 W.I.C8'-8' CLG,.�I-CLGs.KITCHEN ac _ ��_��� CLG. -- ---- --�— C. v. r--� OPT. I EE9110111 pW I i L r I RzF I T b2 SINK IR-ISH 3-S �' SHWR. PAN sb36 — W/ENGL - I -� � � LAUN• PAN. _ 0 RANGE CLG- CLG- 8'-8" CLG. I [j� I a 03 O O V. ARCH ,y.� 10 j I BDRM. #4/ 3-Sp DEN N ry,� B C.I IV. T4" ?'-4" 5�_411 II 3�_4�� 4� O�� I " N N 0 I I, ♦� 0 w ul BDRM.#3 t _m N I i4 IAA% R A ?, WH r— 22 x54" l 8 I ATTIC �— AC2ES6_1 -E cco �I - 8" LAV. 3'-�" 5'-4' BOLLARD - D >IU Ila AS REQ. r r U�§uql): BATH #2co 114 PER BLDCx. 8'-8" CLG. CODE v `�� GARAGE c_.� v FOYER BDRM.#2 8'-8° CLG. �30ry — ZT 36' X O" TRANS. — 8'TR �. A.F.F. 8 (2) 3052-SH EGRESS I It — -- -------------------- AL STAND OR 2-8 SOLID GRILLE. SITE PLAN. 10'- �� ��� 3: IC„�" 2'-8" lb11011 21_all AND RESIDENCE SHALL OT LESS THAN 1 3/8" (35 I41-0" 4'-4" 2I'-4" CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 4078 www.abdesigngroup.com AA #: 0003325 14 F W W U W 0 F U W ' a F: stmDm de LOT: CREEKSIDE LOT 43 PROJECT* 04321.000 043R1 asODET.a 4EBB "1828—CALI" GAPtAGE 0TfMG: RIGHT PAGE: FLOOR PLAN t60 MPH EXP. C ltrNT DA 05/29/181 BCALE: 8'-8' BRG. HGT. I�� i4B�� WA3 TYP a- ®I 12 6 1'-0✓✓ - - G TYP. I,-01, OFF RIDGE VENT 12 illl:� ■ILA' ��■ -E.LEVATION TEXTURED FINISH L—:=::: Old RIDGE VENT OFF RIDGE VENT ■ -ll � RIGHT T TEXTURED FINISH ROOF EQ. F1'PON 5KT11XI-t OR EQUIVALENT 8'-8" 5RG. HGT. 8'-8" 5RG. HGT. _ � � O 16'X62" FYPON SHUTTER OR 14B EQUIVALENT WA3 TYP. 4" RAISED SAND ITYf .) r 0'-0" FIN. FLR. 0'-0' FIN. FLl ~ ELEVATION II OFF RIDGE VENT 1'-0, 1 B 1 WA i N � LEFT ELEVATION TEXTURED FINISH OFF RIDGE VENT Ea — 12 < FRONT Q. € Q. 0 ELEVATION TEXTURED FINISH NOTE: WALL. FENESTRATION FLASHING AS PER F5CR R103.4 8'-W 5RG. HGT. I�-0` WA�' TYP. 14B) WA3 r 0'-0" FIN. FLR. 8'-8"5lt 0'-0" FIN. FLR. V-IS'-II" BL->G. HGT. —FYPON LV12X24 OR EQUIVALENT .I4m ■ l� T OPT. COACH s LIGHT wA O'-0" FIN. FLR. MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NETFREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OFATTIC = 470.4 SQ. IN. (BALANCETO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PERVENT(netfree area) TOTAL#OFVENTSREQUIRED = 4.09 TOTAL#OFVENTSPROVIDED = 5 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20 2-o" �t J1� ¢ (M OUV�ER DETAIL ri SCALE=: 1/2" = 1'-0" 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W ti W U w 0 yh W a F susDm & LOT: CREEKSIDE LOT 43 PROJECT# 04321.000 043R1 MODEL: 4EBB "1828—CALI" GARAGE STrMG: RIGHT PAGE: ELEVATIONS 3 D 7 160 MPH EXP. C ARCHTECT: STATE OF FLORIDA ROLAND A. )&UbHXCRA AR NO 93723 , r D � 05/29/18 LE: aCAi/4"=i"-0" 19HEET 3 D GA5L3= 1=ND SRACINCs SEE DTL. 14' SHEET D2 (2) 2XI2 5M. TO 6X6 POST (2) 1"19TA-24 # (1) I-IT5-16 POST TO SLAB A$U66 (TYP. 2) IX4 DIACs. BTM. CHORD BRACIN0, T1'P. .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngrou p.com AA #: 0003325 F 19 W W U W 0 E U W A F F ti SLJSDM da LOT: CREEKSIDE LOT 43 PROJECT# 04321.000 043R1 MODEL: 4EBB "1828—CALI" GARAGE 81►MG: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHfTECT STATE OF FLORIDA DATE: 05/29/18 File -�:_ .copy 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 x11/2" 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) lod 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" (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) 16d 2-PLY, EMBED 4" z O LUGT-2 2260 LGT-2 2150 ELK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d (7) - 1/4" x 2 1/4" 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) SJS" 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) lOd 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) 10d 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 PARALLEL TO 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" M UGT15 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 TRUSS (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) 10d (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) 10d X 1 1/2", (16) 10d (16) 10d X 11/2" HTW 20 1530 HTS-20 1450 (24) 10d X 11/2", (20) 10d (24) 10d X 1 1/2" HTW 24 1530 HTS-24 1450 (24) 10d X 11/2", (20) lod (24) 10d x 11/2" N Q z N 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 MSTA-30++ 2065 MSTA-30++ 2050 (22) 10d (22) 10d MSTA-36++ 2065 MSTA-36++ 2050 (26) 10d I (26) 10d K5TI236 3890 MSTI-36 3800 (36) 10d X 11J2" (36) 10d X 11/2" KTSI248 5140 MSTI-48 5065 (48) 10d X 11/2" (48) 10d X 11/2" LFTA6 1210 H6 950 (16) Sd x 11/2", (16) Bid) (8) 8d TO PLATES, (8) 8d TO STUDS SPT24 1030 04 885 (6) 10d TO STUDS (6) 10d TO PLATE (6) 10d x 11/2" TO STUDS MP34 5251N F1 @ 160% A q 515IN °F1 @ 160� (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. (4) Bid 11/2" TO BEAM, (4) Sd x 11/2" TO POST. HCP2 645 (10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12) 10d X 1 1/2" HHCP2 800 H10A. 1140 (9) 10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE (18) 10d X 11/2" RT16A 1380 VGT & HDU4 4565 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1/4"x2 1/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 MUGT15 & PH04A 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)-314" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY OLTS20B = Z Q PAU44 2535 6775 ABU 44Z 2200 6665 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MI N. 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 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 PAU66 2380 16005 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 LTS19+++ 1205 LTT20B+++ 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) 10d TO WOOD +++ 1100 HTT4 4235 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC, (18) 16d X 2 1/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 21/2" HTT45 4160 HTTS 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN, 7" EMBED) IN CONC., (26) 16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 21/2" HTT45 BOOS HHDQ11-SDS 2§+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) WS3 WOODSCREWS (1) 1" A.T.R. INHIGHSTRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SOS W x2%" WOOD SCREWS UPH D11+ 14395 PHDSA 6525 H®76 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 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD TDXH 7870 MBHA 3,56/11.25 3475 5330 (1) 1/2"' J-BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR OREQ W/MIN 5"EMBED INSTALLED IN FACE. (14)10d AT JOIST (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 Ln CW7 = NFM35X12U 2580 7130 HNSC412 (WOOD) .. 3635 2660 (100%) (10) 16d TO HEADER, (10) 16d TO WOOD (10) 16d TO HEADER, (10) 16d TO WOOD HU54121F 3060 2710 (100%) 3325 (125%) 3265 (125%) HL/C430 (emu) 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) 10d TO WOOD: HD410IF (CMU) 1950 5000 HD210-21F (CMU) 1950 5000 G�MU�O 2 1800 4500 (18)1/4"" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3f16"" TAPPER+, (10) 10d TO WOOD (18) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10)10d TO WOOD: HD210-31F (CMU) 1950 5000 HEIC210-3 (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) lOd TO WOOD; LGUM26 -2 2125 6065 UM26-2-SD S 1430 5595 (4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS (4) 3/8 x 4 TITEN HDANCHORS (2 PER FLANGE) TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD v, O z HIGH STRENGTH EPDXY = USP CIA-GEL7000-C. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. I + 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 10d x 11/2" NAILS IN CONJUNCTION WITH A 23%REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" A.T.R. = A-307 ALLTHREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) 13ECAUSE OF THE WIDE WHEN USING STAINLESS USE OF EXPANSION ANCHORS VARIETY OF MATERIALS, STEEL CONNECTORS, WILL BE EVALUATED LOCATIONS, AND CONDITIONS USE STAINLESS STEEL FASTENERS. ON AN INDIVIDUAL BASIS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING TZ / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 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 F0C R703.1.2.1 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MITEK-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. * TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES). 1 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 REQ. 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 TIGHTTO 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 STORI' APPLIGATION SIZE CLEAR SPAN 05L 2 05L 2 D5L 2 D5L 2 x 6 x 8 x IO x 12 UP TO 5'-4" 5'-4' TO 1'-0' 1'-011 TO 10"-oil 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2 05L 2 D5L 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4' 6'-4" TO 8"-0' W-O" AND OVER MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO 8'-0" UN.O. 4'-11 1/2' 7'-I1 1/2° AND UP NUMBER OF HEADER STUDS SUPPORTINCs END OP HEADER I 2 3 NUMBER OP PULL LENGTH STUDS I 2 AT EACH END OP HEALER 3 2 x 12 (02 SYP) 7/16" OSB NAIL (3) 12d m 6"-8" O.G. TYP. 2x12 BM./HDR. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W V W O K A F ti suanIY. dl: LOT: CREEKSIDE LOT 43 PROJECT# 04321.000 043R1 MODEra 4EBB "1828-CALI" QGABAGE SWUM: RIGHT PAGE: CONNECTOR SCHEDULE 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA ROL ARL I)ATE:: 05/29/18 DAT SCALE: 114."=f-O" 39HEET 4<1 le con. ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 4) 110V OUTLET IIOV OUTLET 1/2 OF OUTLET WIRED To SWITCH CFI 110V OUTLET EOUIPED W/GRJD FAUL INTER.IPTER (TAMPER RESISTANT TYPE) E0 220V OUTLET (4) WIRE CONNECTION WP ExT. WATERPROOF GROUND FAULT CFI OUTLET INTERRUPTER SWITCH SWITCH 3-WAY OPER !' 4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT VP PROOF LVAPOR IGHT \mil 1 R-CE$SED CAN WALL SCONCE �- PRE -WIRED VENT. FAN I CrM PER SQ PT. VENT. FAN W/LIGHt I CFM PER $Q. F. VANrrY LIGHT FIXTURE (SPEC'$ TED BY IL E IE FLUOIIRGHTSC-ENT WRAP AROUND AROUND _ 2' FLUORESCENT 4'FLUORESCENT 4' TRACK LIGHT 0 PANEL METER OSMOKE S.D. DETECTOR BAIT. BACK-UP W/ HARDWIRE WALL MOUNTED GATT. BACK-UP SA SMOKE DETECTOR W! HARDWIRE_ ® S/CO CARBON MONOXIDE SMOKE DETECTOR MATT. BACK-UP W/ HARDWIRE INTER -CONNECTED SHALL BE A DISTANCE- C2150 a-- NoT LESS THEN 4' FRo`t WALL PENDANT LIGHT NATURAL GAS CUTLET ► TELEPHONE JACK WATER HEATER TO me ELEWH VATED DISCONNECT MIN. IS' A/C AIR CONDITIONING DISCONNECT N❑. TELEVISION JACK CEILING BOX REGUIREP O TO BE SUPPORTED IN ACCORDANCE W/ BOx J_BOX MARKED AS SUCH FOR I Cn CEIL � Box maul TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE V BOX MARLED AS SUCH FOR INSPECTION FLOOD LIGHT OPT. SECURITY KEYPAD Pb. PUSH-BUTTON FOR CHIMES .-4�;_ USB PORT NO- : • LOCATION OF TV JACKS 4 PHONE OUTLETS E FANS TO BE VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETING • ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011). • 20 AMP DEDICATED LAUNDRY CIRCUIT. • GFI o ISLAND (NOT ON KITCHEN CIRCUIT) • DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL • BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M1501.4 FBCR 6TH EDITION (2011). • LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS • WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). • ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011). • ALL LAMPS SHALL BE SELECTED BY BUILDER AND IBM OF LIGHTING MUST BE ENERGY EFFICIENT TYPE PER F.B.C. ENERGY CONSERVATION (RESIDENTIAL ENERG"r EFFICIENCY) 2011 6th EDITION R404.1 LANAI CEILING 1 MTD. LIGHT 1 TO BE INSTALLED, I PROVIDE \ J-BOX FOR I GOND. WPOPT. FAN II \\ 1 GFI I I ---- z DINING 0 ROOM 01 LIVING OWNER'S ROOM SUITE PRE -WIRED /j / i PRE -WIRED GLCs C F ,qN CLG FAN \ 4 i :(Dre SUJITCI-I IN OUTLET ---) m CABINET Ne;7 m �-' — — — — — — — GFIGFI O. O` = 1 BATH_I W.I.C.F OPT / GFI LKITCHEN INK LAUN.� vP PANS \ \ GFI $ — — \ RANGE \ L — J �X GFI GFI � I� II � 0 Q _ _ BDRM. #4/ A- — — DEN HOOD IFL WIRE W/' \\ — A OUTLET FOR / I i _ — FUTURE MICRO I /QPRE-WIRED I IECU B RM. 3 CLG FAN / PRE -WIRED A 1 I /CV R AI 70 CLG FAN SP. I CaFI AFF. CxFI 44 WH� GARAGE \ � — - — — AFFI WH DOOR \ L —L /5OLLARP I \ AS REQ. \ WALL MOUNTED PER BLDG. LIGHT W/SWITCH IN CODE BATH #2 1 \ ATTIC I \ S/CO/ \ CFI CLG. / \ / O — KEYLESOUTLET / FIXTURE F IRRIGATION / OUTLET a 48" APP. 1 PRG� WREAp _ ENTRY GFI GARAGE \1)11 l -Frll———— — — — — —— ~ — — — — — — — — — — — — — — — — — — — — — — \J OPT. COACH LIGHT METER FIELD VERIFY LOC. ELECTRICAL PLAN WP Panel MAIN -A PANEL: 8/16 Wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B 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. Wire Pole Bkr Description Watts Circuit Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 2 Space #12 2 20 Irrigation Pump 1000 M 4 Space 6 5304 A/C C.U.-1 35 2 #8 Space 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEE DER: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. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #6 # 12 1 20 Microwave / Hood GFI 180D 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 # 12 1 20 Refrigerator 1500 7 8 # 12 1 20 Dining Rece acles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GFI _ 20 1 #12 #14 1 15 Foyer / Hall / Bed. #2 & #3/ Bath #2 AFCI 900 13 14 5000 Dryer GFI 30 2 #10 914 1 15 Living Room, Lanai Lights AFCI 900 15 16 #14 1 15 Kitchen, Pantry, & Dining Lights & Rcpts 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 #12 1 20 Laundry / Bed #4 / Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24 900 Owner's Suite AFCI 15 1 #14 Space 25 26 900 Owner's Bathroom AFCI 15 1 #14 Space 27 28 900 Exterior Lights and Recept GFI 15 1 #14 Space r 29 30 1000 Irrigation controls only 20 1 #12 Space 31 32 Space Space 33 34 Space Space 35 36 Space Space 37 38 Space #8 2 35 A/C AHU-1 (Heater 5 KVA at 65% 5525 39 40 Space 41 42 Space Load subject to demand factor calculations / line 16000 27600 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43600 First 10000 watts at 100% 10000 Remaining watts at 40% 13440 Total A/C load 10829 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Amps (watts / 240 volts) 142.8 General Lighting & Receptacle Load Total A/C Square Feet 1828 General Lts & Rec 3 W / Sq. Ft. 5484 Hi -Hats 1 at 65W/Li ht at 100% 65 Total General Lights & Rec (Watts) 5549 Ckts# I watts/ckt I Total watts General Lts & Rec Panel A 1 91 6171 5549 50 A4 If= ELEGTR1C:AL R(SER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR &TH EDITION (2011) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THHNIrHWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE, PROVIDE 3 #1 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 N2/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 01D. PROVIDE 3^'2/0 CU, TI4WN + 1% CU IN 2" CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT E) OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDINCs TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT �- 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6TH EDITION (2011). DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-774-4078 www.abdesigngrou p.com AA #: 0003325 F w Cal U W ti f7h. U W A h ti SLTSDIV. de LOT: CREEKSIDE LOT 43 PROJECT# 04321.000 043R1 MODEL: 4EBB "1828—CALI" GARAGE BT# MG: RIGHT PACE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA av® om fit A ITIIA DATE: 05/29/18 BCALE: 1/r=r-0" I19HEET !'We co".' LIVING ROOM 10X6 1 0 GPM L—� KITCHEN 12XI2 12XI2 10X6 120 CPM DINING ROOM Im 10X6 120 GPM�5 10k6 120 CPM - o O ---- I I 12X16 I� LOUVEI 3 PLANTATION BDRM. BDRM180-04 2'8" 10X6 MAX AIR '15 GPM 584.15 GPM 5" II 12X8 C O 8X4 BAT 5 2 12X8 PASS __ t� u 10X6 15 GPM �J L FOYER BDRM•#2 I ENTRY I I 4" SX4 W.I.C. 45 GPM I Cr I L J 8X4 L C :tr J--J BATH XS RL P SE 4" 1 r 4" I I OWNER'S SUITE 10X6 15 CPM BDRM. DEN #4/ o0 CALI EQUIPMENT SCHEDULE 3 TONS MFG CARRIER Cu 25H5C536Ao030f GARAGE AHU FX41DN(51=V311— HEAT 5KW SEER 15 SEER TOTAL CAP 34800 ELECTRIC 208/230/INP BRKR CU 35 AI—IU 35 REP LINES 3/4" E 3/8" H[ AC LAYOUT PLAN h W Cal w 0 FA W q F ti SVBDIV. AC LOT: CREEKSIDE LOT 43 PROJECT# 04321.000 043R1 MODEL: 4EBB "1828—CALI" GARAGE l3TnXG: RIGHT PAGE: H VAC PLAN t60 MPH EXR C DATE.. F05/29/18, SCALE: i/e=f or -pile C© py (U 5 REBAR VERTICALLY W/ CONC, POUR CELL SEE ENERGY CODE FORM FOR INSULATION R-VALUES ? TEXTURED FINISH Y d b• CK� 1/2' GYP. UIL. W. WOOD BASE S = p SLOP 4t CONC. REINFORCED W) 6'X6' W.4XW 4 UU- OR FIBERNIESH ON �q a 6-MIL. VAPOR RETARDER ON - O HELL -COMPACTED CLEAN FILL. �-_ TERMITE TREATMENT TO BE BORA-CAR= APPLIED AT FRAMING. ?p =w q' I'_m" ,' ~ (3) 5 REAR ON CHAIRS 1—STORY FOOTING 1 W BLOCK WALL SCALE: In'=I'-0' _ 4' CONC, REINF, W/ VW WAXWIAO WUM ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON HELL -COMPACTED CLEAN FILL TERMITE ;n 8„ TREATMENT SHALL BE SORA-CANE !V 5 REAR ON CHAIRS 4 THICKEN EDGE SCALE: 1/7'.I'-0' wN a ro V a 4 6'X6' WL4XWL4 FIRE ON 6-MIL VAPOR a - MT L-COMPAOTED CLEA _ FILL. TREATMENT TO BE AIE APPLIED AT FRAMING. i 5 MBAR ON CHAIRS w 4' 4', 1—STORY FOOTING 4A AT FRONT PORCHES �lo^ THI 3900 P81 + 38 PAYS BLAB REINFORCED W/ 6 x i - WIAAUA WWM. I" NC51 IC" 0' FIN. A 04 REBAIR �N 4 1n' RAP1 z OR ., - w6 mr 'L �? -EM w W 4 Q w 13' MIN. > �+ POREGR UNC 3 STAIR DETAIL SCALE: %1 NOT USED STUDS K' O AX\ HEAD �/ BEGUPE P. T ATE LAS W/ VAR W MASON 3 MAX TO SLAB W/ IOd M + W. 00- MAX n w m, ° � w IEINF. W/ 6'xb' WAXWIAO W1IUM ' VAPOR 6-MIL POLY ETHYLENE LARDER ON WELL -COMPACTED CLEAN o a _ n FILL TERMITE TREATMENT SHALL BE .. CONIC. REINFORCED W/ 6'XW 6• WW A -CARE FIBER'IEBH ON 6-MIL VAPOR t W RET R ON HELL -COMPACTED GLEAN n V - L > FILL ITE tR8ATMIFNT TO BE (3) 5 R ON CHAIRS I'_C• 4" BORA- APPLIED AT FRAMING. -g !3) 5 SMEAR CHAIRS _a GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. F) B L. B. W. W NO UPLIFT W/NO UPLIFT scALE: 1/2'=I'-V &�UENDED FOOTING SCALE: GRADE v RECES6FOR D DOOR 'xb' WIAXWL40 IUIM -MIL ETHYLENE VAPOR In'XS' �L7 LLy7' R'1' RE METE TREATMENT ^' EMBED. 33 �w CLE F TERMITE 1REATMENT SHALL ° 4' IL P YET W/ ENE VAPOR UALM EON R z OF ;� O 4' a a" 4" -CAR: 6-MIL POLY ETHYLENE CLEAN FPILL I EIR DER ON Lw Z q NOTE: OPTIONAL USE OF Q O T4 G MBE E Y V 2'- 4" 5 REBAR ON CHAIRS - i'-e�' TREAUELLMENT ACTEDSHALL SE501 FILL TERMITE _ .I , NOTE. OPT CURB + GARAGE TREATMENT SHALL BE BORA-CARE ON -M LY Uf W ENE VAPOR UUM J WALLS TO BE DETERMINED BY •DIVIBIONL w u ° RCN WE1L-GONIPACTEp CLEAN B BUILDER BY DINBION. 8T C C RETE PAD (1, 5 REBAR °" CHAIRS FI ITE TREATMENT SHALL ISE STOP ^r. IGHr VARIES 9 BGAL , 1n'.r 11 GARAGE DOOR FOOTING Q ° ° 4 . INK W/ b'xb' WIAXW.40 WLLM : "� -GAIRE CURB HEIGHT VARIES w e SCALE: In'=1'-0' > ON b I- POLY ETHYLENE VAPOR m - .. � - - RE ER ON WELL -COMPACTED CLEAN .. F TERMITE TREATMENT 8HALL ME z �' !3) 5 R ON CHAIRS -�7• ? p ' - A , z b' VARIE5 r -CARE E -° ` C - a °. a I' IECE88 FOR a � > ? z � ;p V 4• CONIC. IREINFORCED W/ 6'X6' WIAXWIA 6 V - O .4° a' ,4" , - ° a' m, o OR F BEIR"IESFN ON 6-MIL. VAPOR SfsD. TRAGIC tp 6 4' GONG. IEINFOIRCED W/ 6'X6' WULx1111A fa ON WELL -COMPACTED CLEAN z <]) 5 ON CHAIRS _ r UAIF OR FIBEIRMEBH ON 6-MIL VAPOR RIDER N FINISH FLOOR fll 5- a . r . FILL. RMITE TREATMENT TO SE w a > ++� RETARDER ON DELL -COMPACTED CLEAT % - SORA- APPLIED AT FRAMING a. - FILL. TERMITE TREATMENT r0 BE 4 ARAGE STEP—UP S) Or, WEAR APPLIED AT FRAMING U' . a, w - C. 2—STORY L.B.W. � (3) B r� oN CHAIRS 4 u; (3) 5 IREBAR ON CHAIRS EXTENDED FOOTING m m g a, \/\ \ GARAGE STEP—UP G SCALE: I/2'=I'-0' q v;��� ,A �j��� V�j/�A ��� �.�/�N�� ���������/ /��` `✓ 1—STORY L.B.W. 1—STORY FOOTING 2—STORY FOOTING W/ UPLIFT BLAB I In, Culm HEM E6 8 AT GARAGE �AD ATGARAGE SLAB AT S. G. D.E 2SHOWER RECESS FQOTER 6D EXT NDED FOOTINGscALE: In'=r-m' 10 6GALE:1'.1' SCALE: I/2' = I' -0' z= _ (V 5 REBAR VERTICALLY W/ CONC. E POURED CELL �. ONO. WINK ILV 6'xb' WL4XWA0 W RIM SEE ENERdGY = ,"':a a..° ON 6-MIL POLY ETHYLENE VAPOR INSULATION R- 6 RETARDER ON HELL -COMPACTED GLEAN TEXTURED OI B Mltlt CAE TREATMENT SHALL BE S' QMU \\��(\\\I� z V (3) 5 RE ON CHAIRb GROUTED BOND BEAT Z In' l VARIES ELEV. E� m LAB AT GARAGE SERVICE DOOR '°Z�R _0' } 0'-0' FIN. FLR IREBAR W/ 10' HOOK TIE VERTICAL CALF TO HORIZONT GRCN1tED BOND BEAM e a REBAR Po NOT USED CAULK AND SEAL a ., .. VARIES PER ELEV. - RIEB PER ELEV. z w TOP a 4' CONIC. REINFORCED W/ 6'X6' 14 Z , wz WIAXUAA WLF OR FIBERMESH ON � LINE NOT USED C 4 ° a TED BOND BEAM L V 6-MIL. VAPOR RETARDER ON LL-COMPACTED CLEAN FILL. .. mueED LINTEL CONT. lT'YPJ I 'PVC SLEEVE L - n ITE TMATMENNT TO @E ItUlASRER p• pMU FILLED CELL (TYP.) FOR GAS LINE 1 - u N -CARE APPLIED AT '^ U i' PVC CHASE THRl FOOTING= ' 4 FRAMI 3X WALL PRAIMWNG 8' OMU z V , L 04 a„ a, 4, (3) 5 RE ON CHAIRS r, (4 WISH ANCHOR SOUS a (4) )O T' /�IA' DRY UALL ! 7 WMAR ON CHAIRS m 2'-0' J-BOLTS mZ 5' EMBEDMENT W/ 3'X3'XI S' �/ 3-STORY a a, O AND NUT SPACED EVENLY FROM WOOD BABE (3)'C REBAR ON CHAIRS FLOOR TO BOND SEAM. SET IN JOINTS 2—STORY FOOTING SSOOILIIDDPTOUOFIRLW�E�Wl IoRIN 13 W BLOCK WALL EXT. /INT. FRAME WALL TO („ «a MBAR VERTICALLY W/ GONG POUCELL SCALE: In"-F-m' 15 BLOCK WALL CONNECTION SEE ENERGY BGAL-E: In'•I'-0' INSULATION R-�UE �S FOR a S, cm GLEANOUT REMIRI D (L CLEANOUT REQUIRED 1 GAS LINE�RU BLOCK WOOD BABE FOR INSPECTION FOR INSPECTION 1n' GYP. u�L. Bv. z NOT USED L fL w 4' CONIC, REINF. W/ b'xb' WAXUTAO UUM - o ON 6-MIL POLY ETHYLENE VAPOR c ° 4 RETARDER ON WELL -COMPACTED CLEAN C-0• FIN. FLR 0'-0' PIN. FLR ° VU FILL TERMITE TREATMENT SHALL BE ° p BORA-CARS a TIE VERTICAL RESAR a '..� IE VERTICAL REBAR To HORIzCNrA_ HORIZONTAL (l) 5 IEBAR SET IN SIMPSON HIGH �` a ° RESAR UW 10• HOOK a.< BAR W/ 10' HOCK !3) 5 MBAR + I -STORY z BtRENYdH EPDXY 6' EMBED. MIK > I I �.� f3) 5 IEBAR + 7-STORY z 4 ° �- OUTSIDE REBAR TO BE 6' PVC CHASE 114R1 FOOTING CONTINUOUS p m O !U5 VERT-DOWEL ° V 4' CONC. IEINP. Wl 6'xb' WAXWL40 �a - LAPPED LW BOND SEAM IV UUM ON 6-MIL POLY ETHYLENE ' VAPOR RETARDER ON f ° (U 5 IESAR CORNERS U q° 5" 4�" (3) 5 REBAR ON CHAIRS WW 38• LAP MIN. NL m HORIZONTAL/VERTICAL DELL -COMPACTED CLEAN FILL � � V 7-STORY TERMITE TREATMENT SHALL BE '-q" (3) 51EBAR ON CHAIRS SORA_CARE s'-I' MIN. LAP HORIZONTAL/VERTICAL REINFORCING AT PIPE THROUGH E REINFORCING ��� BEARING CHANGE TYP. RETROFIT FOR 1—STORY FOOTING 1' SCALE: OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP W BLOCK WALL SAT LINTEL CORNERS D ALL EXrI'ER]COR F'00'�'7EJRS AT 17INIESI—I SLAB'S TO IBE MIN. 12 BELOW U]N-IDISTUR]B7EID SOIL CONTROL DATE: 07/01/15 STUDS OrMAX10 ®TLLD W/ SP ISE T. BLAB LWPLATE TO GLAD W1 . PLATE TO SLAG W/ J' AN WASHER T• NAIL + 37 O.C. MAX 10d T YW 3' WA84-IER T' D. IN. + OC MAX. 33' OC MAX t) B 0 4 . f3EINFOICED W/ i'Xi' WAXWIA 4' PfORCED W/ b'X6' WIAMWL% 'CONIC. f•EMFORCED W/ b'X6' WAMUTA WLF FBERME614 ON 6-MIL. VAPOR t a, UW.F OR PI $H ON 6-MIL. VAPOR OR FIBER'1EH4 ON 6-MIL. VAPOR it R_T R ON UELL-COMPACTED CLEAN T j RETARDER DELL -COMPACTED CLEAN z_ w' RE ER ON HELL -COMPACTED CLEA FILL TE TE TREATMENT TO ISE - FILL. TERMITE ATMENT TO me FILL. ITE TREATMENT TO BE BORA-CA APPLIED AT FRAMING. SORA-CARE A IED AT FRAMING. 4, BORA- APPLIED AT FRAMING (3) 5 REBAR CHAIRS !3) 5 REBAR ON IRS (3) 5 REBA CHAIRS 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING 2 AT L.B.W. W UPLIFT AT L. B. W. AT L.B.W. (W/ NO —UPLIFT) SCALE: SCALE: 1/2"=F-V r� 1J 6CALE: C 4' CONC, MINK w/ 6'x6' WL4XWA0 WWM ON 6-MIL POLY ETHYLENE VAPOR 8=6 16' O.C. MAX RETARDER ON LLELL-COMPACTED CLEAN FILL TERMITE TREATMENT SHALL ISE SECURE BOTTOM O W/ SECURE BOTTOM BORA-CAE SIMPSON OF ' O 61MPBON SP4 + ' O GARAGE STEP—UP HEIGHT OF GARAGE BEcuRE BT L 3 O kxe, HEIGH7 OF GSLAGE ANC BT. A 2'° R1W E'xv t IMED. NON —BEARING VARIES WIh ELOPE VARIES WITH SLOPE 5 M NL + tt MIN. • oG MAX SCALE. n'=I'-0' w ME XY D FOR EXPANSION D FOR EXPANSION ff J S u REINFORCED W/ 6'X6' WIAXWIA _ ' CONIC. REINFORCED W/ 6'Xb' WIAXWIA w a - 4• AO URIM ON F, FISERMEBH ON 6-MIL. VAPOR I OR HoER`ESH ON 6-MIL. VAPOR vI ° -MI POLY E7 VAPOR RETARDER Diu META ON WELL -COMPACTED CLEAN Z It F BER ON DELL -COMPACTED CLEA N . CLEAN FILL TERMITE Z 5 FILL. TE TE TREATMENT TO BE L > a„ FILL. ITE T}EATiMEN7 TO BE A I HALL BORA-CARE m -C" BGRA- APPLIED AT FRAI'IING, m 4' 4" m:R. 4PPLIED AT FRAMING. (3) 5 MBAR AIRS 13J 5 REB.4 CHAIRS ER mg GARAGE STEP—UP GARAGE STEP—UP RAGE STEP— NON— BEARING 6 L.B. W. W UPLIFT 6 A 2—STORY L.B.W. W/ UPLIF 5 EXTENDED STEP-STEMWALL TOALE:BE MIN.3 COURSES00 SCALE: 1/2"=r-®' SCALE. n•.r-m. SECURE P.T. Br. TO SL wl In'XS' T - T_� EMBED. MIN. ' OC M (U 5 FEBAR VERTCALLY W/ CCENC. !U 5 REBAR IC Y '�—POURED CELL W/ CCNC. CEL 6' CMU 6• aMu 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 m MISS w n U w �O Fy~+ w cq W Q F Q �r sstmDIV. de LOT: CREEKSIDE LOT 43 PROJACT# 04321.000 043R1 MODEL : 4EBB ")1828—COAL*/I�" �RMG GARAGE& s : RIGHT PAGIM MONOLITHIC FOUNDATION DTLS/SECTIONS t60 MPH EXP. C ARCHITECT STATE OF FLOR DA r ivaa. a DATE: 05/29/18 scmx-. I/r=f-0" 3HEET File Co py FIBERGLASS SHINGLE" OVER 030 FELT PAPEf INSTALLED PER FBGf RR905.1.1 ON 16" O.S.E SHEATHING OR J" CD: PLYWOOD SECURE! PER FASTENEf SGHEDULI PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN I%" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1-STORY O DBLCK WALL SCALE: 8' CMU Yt' DRYWALL I'X4' OR Da' P.T. NAILER ❑ Ix4 P.T. OR %%x4' MIN. SECURE THIS! FRAME 4 ❑ EXTEND IA' INTO BLOCK W/ %' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Ya' WITHIN 8' OF EACH END 4 18' OL. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y%l DOOR JAMB TO BLOCK +3/4 OR +5/4 (� WINDOW TO BUCK +3/4 OR +6/4 USGA_E: 3/8'"1'-W SEE ENERGY CODE FORMS FOR 4SULATION R-VALUES GYPSUM BOARD OR HIGH TRENGTH GLG. BOARD -ONC. PILLED LINTEL BLK W/ (1) i RE5AR CONTINUOUS RECAST LINTEL °E ENERGY CODE FORMS FOR SULATION R-VALUES ,",INDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U 05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS a 16" O.G. 8' CMU 1/2' GYP. WL. 5D. WOOD BASE 2X4= FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RR905.1.1 ON I-" O.5.B. SHEATHING OR" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ I/VxV A.5 w/ 2" DIA. WASHERS, -t" MIN. EMBEDMENT WITHIN V OF EA. END, 32" O.G. MAX IN FIELD. CONC. FILLED LINTEL BLK. W/ (1) w;, RE5AR CONTINUOUS PRECAST LINTEL 5/8" THICK, 3 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) "5 RE5AR VERTICALLY W/ GONG. POURED CELL 8" CMU ff 1-STORY GABLE BLOCK~ 2 WALL SCALE: 3/4" = I' -0" SECURE TO BLOCK W1 �(►' 2X4m TAPCONS OR DRIVE PIN SECURE TO BLOCK Wl Vw (MIN. 64ANK 617E .140 TAPCONS OR DRIVE PIN MIN. HEAD SIZE 300 (MIN. SHANK SIZE .148 MIN. EMBEDMENT I A') MIN. HEAD SIZE 300 WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X MUST BE MIN. EMBEDMENT I Y%) KOTE: STRUCTURAL 2X MUST BE is' O.G. MAX SPAGM�J:. ON OUTSIDE «SECURED TNROUGµ WITHIN 8' OF EACH END 10' OL. MAX SPACING. ON OUTSIDE a 9EGIRED 2xb4� NON-STRUCTURAL 2Xbm NON-W N' SECURE TO BLOCK W(2-%' NT INTO MB1LNOGC EMBEpMElttt INTO TAPTHROUGH MM. I-Y% EMBEDMENT IEMB PME TAPCONB OR DRIVE PIN SECURE t0 BLOCK INTO BLOCK INTO BLOCK (MIN. SHANK SIZE .149 W/2-';(`' TAPCONS OR MIN, HEAD SIZE 300 ' CMU MIN. EMBEDMENT I Y%� . p L DRIVE PIN (MIN. SHANK SIZE .145 8. �U WITHIN e' aF EACH EI�fD • OR 1'X2' P.7. NAILER MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y%WITHIN 'DRYWALL 18' oL. MAX SPACNQ• nX.40' 8' OF EACH END 4 ❑'X4' OR I'K2' P.T. NAILER SECLLIiE TO BLOCK U2-3(�,' ,SB. X 4' MM. IS'Or- MAX SPACING. TAPGON6 OR DRIVE PIN (MIN. SHANK STYE CASING 2%B4� SECURE TO BLOCK wa-W DOOR CASING .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW TAPCGN6 OR DRIVE PIN (MIN. SHANK SIZE DOOR JAMB OR WINDOW MIN. EMBEDMENT 141) ATTACH TO ZX PER WITHIN 8' OF EACH END 4 MANLPAGTU�S DETAILS. .148 MIN, HEAD SIZE -400 ATTAG4 t0 2X PER 10' OL. MAX SPACING. MIN. EMBEDMENT I Y%) MANUFACTURES DETAILS. NOTE: S4UM AS NEEDED TO PLUMB WITHIN 8' OF EACH END 4 18' OL. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMS !DO NOT EXCEED N) JAMB (DO NOT EXCEED A-) DOOR JAMB TO BLACK +1-15 //18" DOOR JAMB TO BLACK +3" � W TO BLACK +1-15/ %\ WD4DOW TO MCCK +3" �c, 3/e'=l'� ALES 3/CI'=I'-0' 2x4 BLOCKING BETWEEN TRUSSES AT FIRST FIVE BAYS 4'-0" O.C. CAT SHEATHING SEAMS) STIF�BACK At ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) PRE-ENG WD. TRUSS 24" O.C. MAX. CONT. 2x4 RAT RUN SECURED W/ (2) 12d'6 a 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 :-CAST CONC. SILL P-T. FURRING STRIPS a 24" O.G. 1/2" GYP. WL. BD. WOOD BASE 2X4s SECURE TO BLOCK W/Yp' TAPCONS OR DRIVE PIN (MIN. SHANK BITE J46 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') NOTE: STRUCTURAL 2X MUST BE WITHIN 8' OF EACH END 4 ON OUTSIDE 4 SECURED 18' OL. MAX SPACING. THROUGH NON-STRUCTURAL W 2X6 TAPCON MIN. 1-4' EMBEDMENT SECURE TO BLOCK INTO BLOCK WA-1/4' TAPCCNS OR DRIVE PIN (MIN. SHANK SIM MS' CMU MINN, HEAD SIZE 300 ,DRYWALL MIN. EMBEDMENT I Y4,) WITHIN e' Op EA(µ END 4 I'x4' OR I'XZ' P.T. NAILER Is' OL. MAX SPACING. ❑ 2X8� 7(r' OB9. X 4' MIN. SECURE TO BLOCK lW1-114' TAF CCKS OR DRIVE PIN DOOR CASING (MIN. SHANK 51ZE .145 DOOR JAMB OR WINDOW MIN. HEAD 61M _W ATTACH TO 2X PER MIN. EMBEDMENT 1 A') MANUFAGTU11111E6 DETAILS. WITHIN 8' OF EAC•1 END 4 NOTE: SHIM AS NEEDED TO PLUMB 18' O.C. MAX SPACING. JAMS (DO NOT EXCEED Y%) DOOR JAMB TO STACK +3-7/18" rG WINDOW TO BLACK +3-7/18' 2X4:m 2X4s SECURE TO BLOCK W/ W 2x4s BECJRE TO BLOCK W/ 2X4-= SECURE YO BLOCK W/ V eMIKSHTAPCONS OR DRIVE PIN MIN. SHANK SIZE APCONS OSECURE TO R DRIVE POCK IN TAPCONS OR DRIVE PIN (MIN. SHANK SIZE TAPCONS OR DRIVE PIN .W8 MM. HEAD 61XE 300 lMIN. SFkMNK STYE .145 .I46 MIN. HEAD SIZE 300 (MIN. SHANK SIZE MS MIN. HEAD 617E 300 I-IIK EMBEDMENT I YW) WITHIN e' END J IB' OL. MIN. HEAD SIZE 300 MIN. EMBEDMENT I YEN MIN. EMBEDMENT I Ya') WITHIN MIN. EMBEDMENT 149 SIN MAXEACH X SPACING. NOTE: STRUCTURAL 2X MUST WITHIN 8' OF EACH END NOTE: STRUCTURAL 2X MUST 8' OF EACH END 4 IS' OL. 8' OF EACH END 4 10' OL. NOTE: STRUCTURAL 2X MUST 2X6 ON < SECURED IB' OZ. MAX SPACING. ON OUTSIDE 4 SECURED MAX SPACING. MAX SPACING. BE ON OUTSIDE 4 SECW�D SECURE TO BLOCK H NONE THROUGH THROUGH NON-BTRLLCTURAL 2X64� THROUGµ NON-STRUCTURAL TP THROUGH NON-STRUCTURAL W/2- TAPCONS OR ' TAPCON MIN. I-Ya' SECURE TO BLOCK UM-1/4' W TAPCCN MIN, 1-4' SECURE TO BLOCK Wa-%' SECJRE TO BLOCK WA-WW6' W TAPCON MIN. I -A' ,' DRIVE PIN EMBEDMENT INTO BLOCK TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK TAPG4" OR DRIVE PIN TAPCONS OR DRIVE PM EMBEDMENT INTO BLOCK MAIN. SHANK SIZE (MIN. SHANK .10 (MIN. SHANK SITE .145 MIN. SHANK SIZE .140 .10 MIN. HEAD SIZE 8: GMU MIN. HEAD 81ZE 300 M MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y%) MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN CMU 1 Y4 MIN. EMBEDMENT I Ya'l K' DRYWALL MIN. EMBEDMENT 1 Y4') e' CALL WITHIN 6' OF EACH END 4 18' OL. MAX SPACING, B' CI"N e 8' MAXACH END 4 18 OL. SPACING. e, )f' DRYWALL WITHIN 8' 0 EACH END 4 10' O.C, MAX SPACING. ❑ : : , 1'X4 OR I x2 P.T. NAILER 2ND 2X SECURE TO WITHIN 8' OF EAC: END 4 10' O.C. MAX SPACING. ❑ Y)' DRYWALL 1'X4' OR 1'x2' P.T. NAILER K' DRYWALL 2X8m ❑ I'X4' OR 1'X1' P.T. NAILER 2XB:m STRUCTURAL MEMBER 2X8® ' 2X8: m I'X4' OR 1'X2' P.T. NAILER R CASING SECURE TO BLOCK SECURE TO BLOCK WA-1/4' PT. X 4' MIN. SECURE TO BLOCK W/2-%'OOR CASING SECURE TO BLOCK W/J-�)%,' TAPCONS OR DRIVE PIN W/)-i4' TAPCONS OR W/l2712d WITHIN 8' of EACH END 4 6' TO 8' OL. MAX TAPGONS oR DRIVE PIN ooR CASING TAPCONS OR DRIVE PIN (MIN. SHANK SIZE DRIVE PIN (MIN. SWANK 51ZE .145 (MIN. SHANK SIZE .145 MIN. HEAD SIZE ZOO OOR JAMB OR WINDOW CA' .148 MIN. HEAD SIZE 30® DOOR Jl+MB OR WINDOW (MIN. 64ANK 612E .145 MIN. HEAD SIZE 300 OOR CASING DOOR JAMB OR WINDOW MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y%) DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y%1 WITH! TTACµ TO 2X PER MU'L EMEIEDMENT I Ys') WITHIN 8' OF EACH END 4 I8' OL. TTAGH t0 2X PER MAWJFAGTURE9 DETAILS. MIN. EMBEDMENT I Y%) TTAC1-F TO 2X PER WITHIN 8' OF EACH END 4 ATT%aCl-I TO 2X PER ANUFACTUI�EB DETAILS. 8' OF EACH END 4 18' OL. MANUFACTURES DETAILS. WITHIN 8' OF EACH END 4 MANUFAGTw�S DETAILS. 18' OL. MAX SPACNG. MAX SPACING. . SHIM AS NEEDED TO PLUMB MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB Is' OL. MAX SPACING. NOTE, SHIM A6 NEEDED TO PLUMB NOTE: BRIM AS NEEDED TO PLUMS JAMB MDO NOT EXCEED Y4') JAMB (DO NOT EXCEED 49 JAMB (DO NOT EXCEED 49 JAMB (DO NOT EXCEED Yi ) 8' Cm K' D 1'k4' ORYR I'WALL X2' P.T. NAILER ❑ Ix4 PT. OR %'X4' MIN. SECURE THIQU I'TAPCONS AME 4 EXTEND I- INTO BLOCK W/ OR DRIVE PIN ❑IN. SHANK SIZE J48 N. HEAD SIZE 300 MIN. EMBEDMENT I -A' WITHIN 8' OF EACH END 4 18' O.G. MAX SPACING \'DOOR CASING DOOR JAMB OR WINDOW ATTACH TO Ix PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +3/4 OR +5/4 /r1�WINLDOW3� BLOCK +3/4 OR +6/4 DOOR JAMB TO BLACK +1-1/� DOOR JAMB TO BLOCK +2�� DOOR JAMB TO BLACK +8' DOOR JAMB TO H1ACK +9 3/4" v /--N WINDOW TO BLOCK +1-1%2'" /n1 WINDOW 1Y) BLACK +Z 1%4f" W TO BLACK WINDOW TO HIACK +9 3/4" v SCALE: 3/8'• 1'-0' 4' SG :3/8'=I'-0' F SCALE: \ZV SCALE: 3/8'=I'-0' FASTENER SCHEL?ULE NAIL REQUIREI` IENT5 ROOF DIAPHRAGM USE 7/16" O.S.B. OR 1/2, CDX PLY WITH 08 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6' O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. THINTO GABLE END FRAME USE "8 WIN NAILS • 4' OZ SIZE HEAD LENGTH DIA. ENSILE ST R. Sd ROUNDMOPIFIED 11/8" .113 1-10,000 OR T 10d U.NDMODPED 21/8' .128 1'10,000 O ROOF SHEA G EXTERIOR SHEATHING NOTE: NAILS TO BE MFG. BY MEMBER OE INT. USE 1/2, CDX OR 'I/I6' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6' STAPLE, NAIL TOOL ASSOCIATION O.G.AT PANEL SIDES AND "8 RING SHANK GUN NAILS 4' O.C. TOP 4 I OILS INGN NOMINAL SHANK DIAMETER BOTTOM PANEL AND 4'8 RING SHANK GUN NAILS AT ( OG. AT 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER INTERMEDIATE SUPPORTS OR -T/16' ZIP SHEATHING SYSTEM 3.16 TO 2ID RINGS PER INCH (INSTALLED F'ER MANUR SPECS). SEE DETAIL. 4 0280 INCH FULL ROUND HEAD DIAMETER NOTE: -RING SHANK GUN NAILS SHALL BE PERMITTED AS AN 5 2 INCH NAIL LENGTH ACCEPTABLE FASTENER FROM ANY MANUFACTLLR'.ER -ROOF DESIGN PRESSURE BASED ON WORST CASE SCENARIO FOR ZONE 3 z� TOP CORD BLOCKING AT 4' w O.G. MAX. IN FIRST 2 FRAMING NOTE T TYP. EXT. SHEATHING ATTACHMENT Q SPACES AT EACH END. FOR SHEAR 4 UPLIFT (OS.B. TO BE STRUCTURAL N RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE ROOF SHEATHING NOT REGWRED EXCEPT a OPENINGS z r �0 �9 ROOF BREATHING L,41'OUT — AND ENDWALL PRAGING BUILDING LENGTH I=OR G,45LE END IRA" IING =8 pRING SHANK GIUN NAILS w 4' CG_ TOP 4 50TTON EDGE5 FIBERGLASS SHINGLES OVER I'30 FELT PAPER INSTALLED R F5CR RRc305.1.1 ON IS" O.S.B. SHEATHING OR }" CDX \ PLYWOOD SECURED PER FASTENER SCHEDULE fiTF. 0_+4_ MTL. DRIP EDGE J 2x4 OR 6 FASCIA PER — ELEVATIONS VENTED A M. SOFFIT — STIFFBAC t ALL — UPRIGHTS OVER-10" HIGH (SEE SEALED FOR SIZE GONDITIO 0.5.5. SHEATHING OR CD PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR 1116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 1/8" THICK, 3 GOAT PORTLAND— CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFI5ER JUMBOTEX GRADE 'D" PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR I/16 ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED n (SEE DETAIL 1/WA2— SECURE GABLE TO 2x6 P.T. PLATE W/ 126'6 8' O.C. MAX SECURE 2x6 PT. PLATE TO 5L / J"x9" ANCHOR BOLT W/ 2' W ER SET IN SIMPSON HIGH ST NGTH EPDXY 1" EMBED. MIN 32" OC MAX. 6/B" THICK, 3 PORTLAND CEMENT COPL TER APPLIED pIREC Y t0 MASONRY z a 1- ORY GABLE VAULT C LG. LO C K WALL SCALE: 3/4" =1' -0" E 2X6 P.T. SECURED TO MASONRY w/ 1/2"x9' A.B. w/ 2" PIA. WASHERS, i" MIN. EMBEDMENT WITHIN 8' OF EA. END, 32" O.G. MAX IN FIELD. CI 08 2' DECK SCREWS 0 W-V D.G. MAX ea EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4" T4G SUD-FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 2x4 BLOCKING BETWEEN TRUSSES WHERE 'X" BRACING: IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED (2) 12d'6 EACH TRUSS TO BE INSTALLED e MID. DINT OF tRU85 SPAN, OR 10' - " O.C. MAX. 5EE ENERGY C E FORMS FOR INSULATION R- ALUES " GYPSUM OARD OR }" HIGH STRENGT CLG. BOARD 2x AILER x4 a 24" O.C. a INTERIOR KNEE WALL 7' GONG. FILLED LINTEL BLK W/ (1)Jr. wo REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 45 RE5AR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS a 16" O.C. " CMU I " GYP. WL. 5D. NOTE: PER F5CR R905.1.1 - FOR R001= SLO S 2:12 TO LESS THAN 4:12, A (2) LAYER UNDI=RLA ENT SYSTEM IS REQUIRED. FOR ROOF SLOPE 4.12 OR GREATER, (I) LAYER UNDERLAYi" IS PERMITTED 5UT MUST 5E PER ASTM D226 TY 11, ASTM D 4869 TYPE IV, OR ASTM D 6757 0 IX4 DIAGONAL 5TM. CHORD BRACING. SEE PLAN FOR LOCATION PRE-ENGV WOOD TRUSS (TYP) e 24' O.C. MAX SIMPSON HEtA-16 (TYP) VERIFY 7-W/ TRUSS PLAN CONC. POURED LINTEL COURSE IX4 SYP LATERAL FE-INFORCING 36, O.G. MAX a TRUSS BTM. CHORD, SECURE W/(3) 10d NAILS e EA. TRUSS CHORD GABLE END BRACING SCALE: 1/2"=1'-O" C09 RING SHANK GUN NAILS + 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTAC4I TENT FOR ROOF SHEATHING (O.SM. TO BE STRUCTURAL GRADE) 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774 407, www.abdesigngroup.com AA #: 0003325 w w U w 0 F G W A F A FF ti i9LJ8DiV. de LOT: CREEKSIDE LOT 43 PROJECT# i[ODELe 4EBB "1828—CALI" GARAGE S IMG: RIGHT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EV. C ARCHITECT: STATE OF FLORIDA 05 /29 /18 SCALE:1/4"=1'-0" 910CET D2 I5ERGLA55 SHINGLES vER "30 FELT PAPER I STALLED PER FBCR R905.1.1 ON r" 0.5.5. SH ATHING OR }" CDX P YWOOD SECURED FI5E LASS SHINGLES OVER PER FASTENER EMBED. STRA "3 0 LT PAPER INSTALLED SCHEDULE VERIFY W/ T S5 PE F5CR RRg05.1.1 ON PRE- NG WD. TRU55 PLAN O.S.B. E:ATHING OR J" CDX 24' O.C. MAX. PLY OD SECURED PER F tENER SCHEDULE MTL. RIP EDGE K SEE ENERGY CODE ORMS MTL. D IP EDGE FOR INSULATION R ALUES 2X4 OR 2X6 Al 2X4 OR 2 FASCIA 5/8" GYPSUM BO OR I/2" PER ELEV TIONS PER EL NATIONS HIGH STRENGTH LG. BOARD DOUBLE TOP' ATE VENTED Al IT VENTED ALUM. OFFIt TY1='. WINDOW HEAD R SIZE VARIES 1/2' CDX OR 1/16" S5 —� oN. PER WINDOW PENING 5EE SECURE TO WALL R HEADER 5P N CHART FOR FASTENER SGHEDUL 1/2" CDX OR �/16" SH DETAILS ON SHEET D SECURE TO WALL R FASTENER SCHEDU WINDOW A ACHMENT AS PER OR Will ZIP ON SHEET D MANUFA URE6 SPECIFICATIONS SHEATHING SYSTEM OR 1/16' ZI WINDOW ILL (INSTALLED PER SHEATHING SYSTEM 2x6 ST D5 s 16' O.G. MAX W/ MANUF. SPECS.) (INSTALLED PER INSUL. SEE EG NERY CODE MANUF. SPECS.) FO FOR INSULATION 1/8" THICK, 3 COAT V LUES I/g" THICK, 3 GOAT CEMENT PLASTER 4 G SU5FLOOR GLUED AND CEMENT PLASTER �\ APPLIED TO METAL REWED AS PER FASTENER APPLIED to METAL LATH OVER 2 LAYERS HEDULE ON SHEET D2 LATH OVER 2 LAYERS OF GRADE "D" OF GRADE I 5UILDING PAPER OR BUILDING PAPER OR PAPER BACKED LATH PAPER HACKED LATH OVER AN APPROVED OVER AN APPROVED HOUSE WRAP HOUSE WRAP f DETAIL 15/WA2 CONC. FILLED LINTEL 5LK. W/ (U "5 RE5AR CONTINUOUS 5/8" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY/ -STORY WALL 1 SECTION SCALE: 3/4" = I' -0" OVER 030 FELT PAPER INSTALLED PER FBCR Rf;now.1 ON 0'&5. SHEATHING OR j" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2X4 OR 2X6 FASCIA) PER ELEVATIONS SECURED W/ '3) 12d NAILS 1/2 CDX OR 1/16 0515-� SECURE TO WALL PER FASTENER SCHEDULE ON SHEET D2 OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS) WEEP SCREED, 5EE — DETAIL i5, SHEET WA2 2X6 P.T. SECURE W/- 1/2"X9' ANCHOR BOLT 32" O.G. MAX. NAIL GABLE TO 2X6 W/ 126 NAILS 6" O.C. MAX. SECURE TO TRUSS W/ (2) 12d NAILS PRE-ENG FLOOR TRUSS (INSTALL PER MPG. Si S7GIiCs71 GA60Ai�DI HIGH IX2 NAILER/CSRAFT STOP - SEE ENERGY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WI OW ATTACHMENT AS PER MA FACTURE6 SPECIFICATIONS PRE AST CONCRETE SILL (1J "5 BAR VERTICALLY W/ CON POURED CELL Ix2 P.T. FU RING STRIPS " O.G. 8' CMU 1/2" GYP. WL. D. WOOD 5ASE 0'-0" FIN. FLR PRE-ENG GABLE TRUSS DETAIL 15/WA2 5/6" THICK, 3r.OAT PORTLANp 9EMENT PLASTER APPLIED DIREtTLY TO 2-STORY WALL SECTION SCALE: 3/4" =1' -0 SPF STIFFBACK (SEE SEALD TRUSS ENG. PACK FOR SIZE 4 CONNECTION) 2x4 SPF BLOCKING BETWEEN Ti AT FIRST (5) BAYS 4'-0' O.G. (AT SHEATHING SEAMS) O.G. MAX. CONT. 2x4 SPF RAT RUN SECURED W/ (2) 12d's 6 EACH TRUSS (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) 12d's m EACH TRUSS DIAGONAL X-BRACING TO COVER 5-TRU55ES 5/8' GYPSUM 50ARD OR 1/2" HIGH STRENGTH CLG. BOARD .11_0 T'Y'F. 2x4 BLOCKING BET TRUSSES AT FIRST I BAYS Ill O.G. (A SHEATHING SEAMS) PRE-ENG D.TRUSS 24" O.G. X. C CONT. 2x4 RAT N SECURED W/ (2) 12d's g CH TRUSS SEE ENERGY ODE FORMS FOR INSULATION -VALUES 5/8" GYPS BOARD OR 1/2" HIGH RENGTH CLG. BOARD DOU5L TOP PLATE WINDO HEADER SIZE VARIES PER Ill OPENING SEE HEA ER SPAN CHART FOR DET ILS WI OW ATTACHMENT AS PER NUFACTURES SPECIFICATIONS INDOW SILL l STUDS ® 16" O.G. MAX W/ INSUL., SEE ENES�3t' CODE FORMS FOR INSULATION R-VALUES J" T 4 G SUSFLOOR GLUED AND SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 O 41 FLOOR TRUSS (INSTALL PER MFG. SPECS.) " GYPSUM BOARD OR' HIGH STRENGTH CLG. Ell IX2 NAILER/DRAFT StOP GONG. FILLED LINTEL BLK W/ (1) 05 RE5AR CONTINUOUS EE ENERGY CODE FORMS R INSULATION R-VALUES P CAST LINTEL WIND ATTACHMENT AS PER MANUF CTURES SPECIFICATIONS PRE-C T CONCRETE SILL (1) "5 REB R VERTICALLY W/ GONG. P URED CELL Ix2 P.T. FURR G STRIPS w 24" C. 8' CMU 1/4' GYP. WL. BD. WOOD BASE FI RGcLASS SI-41NCzLES OVER "30 FELT PAPER (OR APP OVED EQUIVALENT) ON " 0.5.13. HEATHING OR 2" CDX PLY OOD SECURED PER F STENER SCHEDULE PRE—ENG TRUSS TL. DRIP EDGE 2x4 OR x6 SU5-5AND PE ELEVATIONS VENTED UM. SOFFIT 1,0000 UPLIFT ONNECTOR 2 SYP "2 D TOP PLA E ZIP 5H THING SYSTEM NSTALLED PER MAN 5PEC5.) OR WALL SHEATHING 2 x5 5YP 1*2 WOOD STUDS AT 12" O.G. MAX 2x5 P.T. SYP 02 O SOLE PLATE IL wz 4 O a � W WEEP SCREED PER ASTM 926-C 4 1063-C O W (SEE DETAIL 2,l In l —1 O z I RESAR 11 16 ly O.C. MAX, IN lzil CONCRETE p(z POURED C L, O 0 VERIFY P LL PLAN. a Zn 0 O R- 4.1 mu INS LATION D m IV4 z EQ Lw z 0 11-0' Z FLR W LLco ._ CTION 11 - OOD . _. FRAME TO > LO C K WALL FI5ERGLAS5 SHINGLES VER "30 FELT PAPER I ALLED PER FHCR RR0 .1 ON O.S.B. SHE:ATHIN }" CDX PLYWOOD 5 RED PER PASTE SCHEDULE NOTE: DIAGONAL BRACE a" MTL. DRIP EDGE CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA HIGHEST RIDGE. DIAGONAL PER ELEVATIONS BRACE t0 5E ANY SPAN SECURED W/ (3) 12d 15'-0' OR GREATER REFER NAILS TO TRU55 ENG. FOR SEE FASTENER ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS REINFORCEMENT. D2 FOR SHEATHING FASTENER PATTERN 0'-0" TO 30'-0' (1) 1/2' CDX OR 1/16" 055 X-BRACE SECURE t0 WALL PER 30'-1' TO 60'-0' (3) FASTENER SCHEDULE X-BRACE (1) X-5RACE ON SHEET D2 a CENTER AND (2) OR I/16' TIP SHEATHING HRACE DIVIDED SYSTEM (INSTALLED PER EQUALY FROM CENTER MANUF. Sill J/ TO END 2X4 W/ 3/8' X 5 LAG 632" O.G. MAX. O GABLE SIMPSON MST X- BRACING 32' . MAX. D OP PLATE SCALE: 3/4"=1'-0" 2X D 16' o.c. MAX. SECURE TO TRUSS W/ (2) 12d NAHS5 PROVIDE EAVE BAFFLE OVER THE TOP OF INSULATION FOR CLEAR VENTILATION / PER F5EC R402.23 SEE Ellin COI:)g FORMS FOR INSULATION —VALUES. a" GYPSUM BO OR " HIGH STRENGT CLG. BOARD SIMPSON SP2 6 E 2X8 STU 2" RY WALL D I A ANCHOR 5OLT AT 16" O.C. MAX WITH 1" EMBEDMENT AND 2" DIA. WASHER S II" iPSON SPI m EA. 2X8 STUD —� (1) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1) "5 RE5AR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS /-- PRECAST SILL ZIP SHEATI 1NG SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIMER BUILDING PAPER METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER ® 'I" O.G. MAX @ '----1/8' TEXTURED FINISH s WOOD "M" TYPE CONTROL JOINT FRAME TO BLOCK CONNECTION SEE DETAIL 15lDI 6' METAL LATH STRIP 6' WIDE STRIP SELF FLASHING, GLEAN ,ADHESIVE MASONRY BEFORE APPLYING: TEXTURED FINISH a MASONRY 8' CMU VERTICAL CONTROL BETWEEN DISSIMILAR (PME.TERIALS N.T.S. " T 4 G 5U5FLOOR GLUED ND SCREWED AS PER FA EVER SCHEDULE ON SHEET D2 CMU) W/F,lEC5? 26 NBBON PRE -EN VOR 55 ( INSTALL EC 2 P.T. FURRING STRIPS a 16" O.G. GONG. F I EL BLK W/ a„ MU (1 5 CONTINUOUS 1/2 " P. WL. 5D. I B B O N C1)4 NTINUOUS REBAR FASTENING DET WOOD SE SCALE: 3/4"=1'-0° 04 REBA 48" LONG 11,1/6" HOOK 24" O.G., ` MIN. 24" IN 5 B RooF TRUSS uPUFr 2 - 0 " (MIN. CONNECTOR NOT IN 5LAB) SHOWN FOR CLARITY (SEE '. I SHOP DWsS.) I 3 1/2" GONG., REI W/ 6"x(o" °. WI.4XWI.40 WWM ON -MIL r=XMRIOR a �. POLY ETHYLENE V FOR THINi NOTES) FASTEN 1=ACH STUD a RETARDER ON TO DBL. TOP PLATE WELL -COMPACTED CL AN W/ USP SPT24 NAIL PER MANUF. SPECS. FILL TERMITE TREATME T14 5HALL 5E 50RA—CARE SECTION AT TOP 2 (3) 05 RE5AR CONTINUO �OF EXTERIOR WALL ON CHAIRS SCALE: NTS -PRE-ENG GABLE T14ZU55 SPF STIFFBACK (SEE SEALD TRUSS ENG. PACK FOR SIZE 4 CONNECTION) 2x4 SPF BLOCKING BETWEEN TRUSSES AT FIRST (5) BAYS 4'-1 O.C. (AT SHEATHING SEAMS) CONT. 2x4 SPF RAT RUN SECURED 10 i (2) 12d's tv EACH TRUSS (2) 2x4 012 5.Y.P. DIAGONAL 5RACE W/ (3) 12d's ® EACH TRUSS DIAGONAL X-BRACING TO COVER 5-TRUSSES 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD NOTE: DIAGONA CE 6 CENT OF TRUSS S OR HIGHEST IDLE. DIAGONAL BRACE TO 5E a ANY SPAN 15'-0' OR GREATER. REFER TO TRUSS ENG. FOR ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT, 0'-0" TO 30'-0' (U X-BRACE 30'-1" TO 60'-0" (3) X-BRACE (1) X-BRAGS a CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER TO END 2-STORY � S END Q D a al. ll'V.i� (� SCALE: 3/4" = XTERIOR WALL STUDS 4 WALL SHEATHING FASTEN STUD O BLOCK WALL WITH USP MST STRAP WITH FASTENERS AS SH INSTALL STRAP a EA. EN UXO) 4 SPADE STRAPS AS OWS: 70 MPH 'C': 32 C. -160 MPH 'C: 32' O.G. -150 MPH 'B': 48' O.G. -140 MPH 'C' 48' O.C. TOP OF STUD WALL SOLD PLATE - TOP OF MASONRY WALL CMU BLOCK WALL PLACE STRAPS SPACED Al FASTENED AS SHOWN wrrH oNE ADDITIONAL S AT EACH WINDOW STUD VrUD(2="317A NAILS X 1 1/2, STRAPS INSTALLED OVER WALL SHEATHING FILL ALL REMAINING STRAP HOLES W/ 10d NAILS INTO WOOD BACKING DO NOT PLACE SCREW IN TOP HOLE NEAREST TO TOP OF CMU BLOCK WALL CONNECT BOTTOM OF Oil STRAP TO CMU BLOCK WALL O W/ (-I) 3/1V DIA. X 1-1/4' TAIl MASONRY XTERIOR STUD WALL CONNECTIO TO FIRST FLOOR MASONRY WALL 10 SCALE: NTS 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 N U w a F U w A 1114 A c4 evaa=v ae LOT: CREEKSIDE LOT 43 PROJECT# MODEM 4EBB "1828-CALI" GARAGE !)WING: RIGHT PAGE: SHINGLE MONO. 2-STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE: 05/29/18 ecAI.E:1/r=1'-0" BIDET 7 TOP PLATE 2X4 O.G. MAX SECURE 2X4 W/ 2-1/4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ya' W/Ib�@' EA END NOT TO E 2X4 SOLID CKING SECURE t BATHING WITH MIN 2d PER ELK EA END ,NOTE: NAIL SNEATNINGz TO ALL. 2X AS PER EXT. 5I4=ATHING NAILINCx, Sd 4" O.G. MAX 6 EDCZEB 4 Io"-V O.C. MAX IN THE 1=I=LD p RE!1viQ PA p 11:m7m 'M MEN i I w I —win! BT. EXTERIOR ARCHWAY WITH WINDOW 1 I r- In, C . Bc 1/2" CLG. AIR D 1/2, DR A WOOD UPS ®I6' C., U.O.N. 2X4 CONT. 2X4 WOOD STRESS STUDS 616" BLOCKING OC„ UAN. MID -WALL SECURE ET. 1/2'X9' A PLATE TO S 1/2' DRYWALL 32' O G. W/ 10d MA� EMEE NAIL ® 32 O. MAX 5E �coNc.SLAE Fo DEr I o° , ATION ET Ls 1ST FLOOR INT. BEARING WAL ,(NO UPLIFT) SP4®32' MSTA-36 32' MAX �i7q�1r�iL11mV WOOD q SECURE 2X4 W/ 2-34' TAPCONS OR DRIVE PIN (MIN. SPANK SIZE J45 MIN. HEAD SITE 300 MIN. EMBEDMENT 1 Ya' W/IN 8' EA. END NOT t0 EXGEEI� IS, O.C. A(`c 2X4 SOLID BL K SECURE r0 SHE HINC3 WITH MIN. 2-I2d PER I;M 2 EXTERIOR ARCHWAY SCALE. 1-PRE-FAE 1/2" CLG. 50ARD TRUSS /2X4 CONT. In" DRYWALL-\ STRESS BLOCKING MID -WALL SECURE 5T.PLAT TO SLAB W/ 10d MASONRY NAIL 32" O.C. MAX 2X4 Pi. PLATE :ONG. SLAB auo- C. MAX 1ST FLOOR INT. BEARING W (W/ UPLIFT) TE 2X4 SECURED TO GABLE ENG W1(2n 6'-8' O.G. UPRIGHT L-30 • SLOCKIr —2x4 BLOCKING a EA. RAFTER EA GONT. TAL J TRACKS, OP Y BOTTOM 1/2" DRYWAL 2X4 WOOD CHANNEL SPA STUDS o24' STUDS 24' O.G. W O.G. LAYER OF 1/2' TYPE GYPSUM ATTACHE E SIDE 12 GONC. SLA CONC. SLAB 1ST FLOOR 1ST FLOOR TYP.INT. WALL TYP.INT. WALL METAL STUD: 8 (NON—BRG.) NON—BRG. SCALE:I/2"=I'-0' 8C SCALE:I/2'=1'-0° TRUSS t0 WOOD FRAMING 51MPSON MTS-12 'RE-ENG TRUSS PRE-ENG.TRUSS OP LATE —2 T 2 ONT STRESS DBL. 2X TOP PLATE �X E 1 ID WALL 2x S 5 16' O.G. MAX, OR t/I6' ZIP SHEATHING SYSTEM (INSTALLED PER N MANUF. SPECS.) t SUEFLOOR GLUED 2X BLOCKING • RELIED AS PER TOP of Ln A ER SCHEDULE 1/2' COX z 1 FLOOR STUDS TO 2X STUDS 16' O.C. MAX w D FLOOR StUD5 SIMPSON MSTA-36 a 32' 2X BTM. PLATE O.G. MAX 3/4' FLOOR DECKING C. PRE- ENGINEERED FLOOR GIRDER PRE-ENG FLOOR TF�I.ISS DOUBLE TOP PLATE PRE- ENGINEERED FLOOR TRUSS 2x CONTINOUS STRESS LOCKING MID WALL � CONTINUOUS SHEATHING TO BEGIN AT TOP OF ELK 2 STUDS • 16' O.G. MAX, W/ 1/4" GAP FROM BLK TO O.S$. U.O . 1/2' P. WL. ED. HORIZONTAL 2X S.PF. STRUCTURAL 5LOGK[NG AT SEGU BT. PLATE TO PERIMETER of O.S.B. t0 PROVIDE CONT. NAIL PATTERN 5P4'32' O.G. AX SLAB W 'x9" ANCHOR O3 REMAINING AREA TO EE 5HEATHED FROM DEL. TOP BOLT W/ WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON STRENGTH EPDXY 1" E ED. MIN. SHEATHING * SIMPSON SP4 STAGGERED M� OF i6P OF WOOR MFSPEET RAMED WALL BELOW O 32' O.G. MAX �:/ INSTALL ALL SHEETS WiFACE GRAIN PARALLEL TO STUDS 9 INT. 2—STORY L.B. EXT. WALL SHEATHING SCALE: I/2'=I'-0' 4 s_ALE. In =I'-0' 0 SECURE 2x4 ON FLAT TO BLK W/ GUT NAILS. SIDES: 2X6 GARAGE DOOR SUCK W/ (5) )4'XB" A -BOLTS 4' EMBEDMENT MIN. W/ 21X21X6 WASHER AND NUT Ell SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X(7 Pr BLOCK ® CENTER OF DOOR HEADER WKI) VX8' J-5OLT6 4' EMBEDMENr W/ 2"X2'XY®' WASHER AND NUT. (NOTES: G C ALL ANCHORS SHALL EE IN ACCORDANCE t0 MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR r� BUCK ATTACHMENT u SCALE:In'=I'-0" CDX PLYWOOD -�r�r��tJiNr PRECAST LINTEL a � n � I° TO SECURE M G, ED MIN I� THAN 1 1 ', WIND 7 E a _ AB SE TO L CK a d 4 4 LOCKS T BLOCK W/ (2) x3' CON OR DRIVE PIN ° C N ANK SIZ 145) IN 8" OF EACH D ARC) ° 1 O.G. MAX SPACIN as I CMU W L a °4 a 4 a° I °a ARCH WINDOW FRAME SCALE: 3/4" = I'-O` EVEN 11010412101mris TYP. EXTERIOR WINDOW/ 4 DOOR OPENING WD F'RAb SCALE: 1/Y = I' -0' PRE-ENG TRU55ES W/TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DoU15LE ToF, PLATE zJ VIP LE STUDS • ' O.G. S SON LST -12 • EA JACK 7UD, SOT IDES of OPENING 2x St 5 a I6" O.G. MAX W/ SP tPING. SHEATHING TO 5E PIN }' OF WINDOW/ DOOR PENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO EE SECURED ONE PLY 9 A TIME. SE I2d NAILS, TWO WITHIN W EACH END i NO MORE TH 12' D.G. STAGGERED 6104 P5 a TOP AND EOTT LATES • EA FULL LENGTHS D, BOTH SIDES OF OPEN( SHEATHING T AP TO BOTTOM OF NG'D TRUSS BELOW.. THING MUST NOT BREAK I'- MIN. FROM 2ND FLR. LINE. -ENG TRUSSES OR FRAMED RAFTERS r} O.S.B. SPEAT OR in COX PLYWOOD. T D PER FASTENER EEt z OR 1/16, ZI SHE A HI SYSTEM ( R MANUR 2x4 NDER STU SCURE BETWEEN S BAYS W/ (3) I2d' ACP END 2x DOUE TOP PLATE DS a 16, O.G. MT -12 + EVER STUD 2x4 ET. PLATE DORMER UATTACHMENT 15 SCALE:1/2'=I'-0' 2x RIDGE ONE slzk'`I+�4WsER THAN RAFT IYE MIN. (3) I2d NAILS MIN. (4) 10d GUN NAILS 2x4 COLLAR TIE AT EVERY OTHER RAFTER W1 MIN. (3) I2d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) I2d NAILS OR (3) 10d GUN NAILS ® EA TRUSS RAFTER t0 TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TRUSSES PRE-ENG. TRUSS ALTERNATE CoNNECTI MSTA-24 RAFTER TO_WnCG < 4 CONV. FRAMED ROOF SCALE: 1/2' m I'-0' PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN OUBLE TOP PLATE RIPPLE STUDS o 16' O.C. MAX w-E HEADER SIZE PER SIMPSON LOTA-12 A JACK SPAN CHART. BO7H 51 of PE NG. 2 1&' O.G. MAX W/ RING. SHEATHING TO BE OOR PIN J' OF WINDOW/ POOR ING� OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPEGIFIGATION) --JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) CK STUD ASSEMBLY TO BE RED ONE PLY ® A TIME. i USE NAILS, TWO WITHIN W FROM E END t NO MORE THAN 12' O . TAGGERED I/2"xV A.S. MIN, T' EMEEDMENMT 8' CH " 1115 UPLIFT SIMPSOM PTSM20 WAO 104d TO TRUSS AND (4) 1/4' x 2 1/4" TAPCON5 TO CONT POURED LINTEL » IS00 UPLIFT (2) SIMPSOM PTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4" TAPGONS TO CONT -POURED LINTEL PRE-ENG TRUSS CONTINUOUS / BOND BEAM CONS TYP. INTERIOR END E 32 OZ. Max. - 11 DOOR OPENING WD FRA SP4 OR 145 6 TOP AND SCALE: I/2"=1'-0' 50TTOM PLATE5 ® EA. FULL TRUSS ANCHOR LENGTH STUD, BOTH SIDES 1 RETROFIT OF OPENING. N.T.S. LINE OF SLAB »5 REBAR VERT. IN SOLID GROUTED CELL B/8' THICK 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16'xl 1/4' LAG GALV. STEEL vERTICAL TRACK BY MAUF. FASTENED TO TRACK BRACKETS W/ 1/4'-20XI/1' CARRIAGE BOLTS AND LOCK NUTS. MTS-12 IA&' 05.5. MTS-12 COINER BEAD / SEALANT : / 15ACKER ROD e' CMU SEE STRUCTURAL FOR REINFORCEMENT �2x6 P.T. U.O / ATTACHED TO FILL / - CELL AS PER % PRODUCT SPPRoVAL REQ. FROM MIAMI-MADE i COUNTY WEATHER STRIP /MOULDING ALL i AROUND (5Y DOOR MANUR) OVERHEAD DOOR BY OTHERS 13 GARAGE DOOR JAMBS SCALE: /KNEE WALL DETAIL SCALE: 3/4' =1' -0' 2X4 D5L. TOP PLATE .2X4 STUDS 16' 1/16" 05.5. —TEXT. FINISH —META-16 'svmU WALL CONTROL DATE: 07/01/15 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h w a U w 0 F A h A 64 ti SUDDIV. dC LOT: CREEKSIDE LOT 43 PROJECT# MODEL: 4EBB "1828—CALI" GARAGE BRING: RIGHT PAGE: MISC. DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA PRIm'r 05/29/18 DATE: SCALE. 1 File Copy, 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 distance @ jamb, 4" each side of transom centerline to Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL20461.17 N/A 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 corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max, from corners, 7 1/4" o/c atjamb, 10 1/4" SH Window (+38) / (-48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R9 Non Impact @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type ll: 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 at jamb, 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 Builders Series distance. 6" max o/c from corners and 20 3/4" max o/c Sliding Glass Door (+33) / (-41) (+50) / (-50) Ply Gem 4780 FL14634.2-R3 Non Impact elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" 0/C Double Garage Door (+29) / (-35) (+46) / (-42) Clopay 16.2x7 73 W6 FL16546.6-R9 N/A Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R10 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 gauge I Y4" annular ring -shank nails, Underlayment Interwrap RhinoRoof U20 FL15216.1-R3 spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of they roll soffit +31.6, -38.8 (+157) / (-46.1) PlyGem Variform Soffits FL24161.1 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. Less than 6 span (+47) / (-53) panel MFG. 24 GAGE FL16293-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. (+45) / (-50) panel MFG. 24 GAGE FL16293-R2 edge distance, 12" o/c max. spacing. Can be headed screw span or more or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Huber Wall Sheathing 17147-R2 Sheathing .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J w W U w 1 0 F 0. U W A F A F h IBVHDIY. de LOT: CREEKSIDE LOT 43 FROJECT# MODELo 4EBB "1828—CALI" GARAGE BIWMG: RIGHT PAGE: PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA DATE `: AT,j ` 05 29 18 1111CALE:1/4'=1'-0' 1 File Co Ay NOTE: NOTE: IF ZIP 51-4EAT1-41NCa SYSTEM IS APPROVED BUILDING: WRAP IF- ZIP 5141HAT1 41NG SYSTEM 15 INSTALLED, PLEASE SEE )HALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE MANUFACTURERS 6' a VERTICAL LAPS (ROLL FLA6HING (COMPATIBLE W/ HOUSE ENDS) 4 6' + HORIZONTAL LAPS. MANUFACTURERS WRAP MATERIAL) OVER \ \ INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. / WITH FORTI5ER SHEATHING TAPE FLASHING: TO EXTEND ONTO PIPE I' OR LESS PIPE �6'xb' SELF -ADHERING: MEMBRANE PREFOR'1ED CONTROL JOINT' THICK 3 COAT CEMENt TRATION FLASHING <COMPATIBLE W/ HOUSE FLANGE OF CONTROL JOINTS T / \ PLASTER SELF -ADHERING MEMBRANE I WRAP MATERIAL) OVER 4 x4 BE WIRED TIED TO LATH s 9" \ WR5 LAYER 02, FORTIFIBER / \ / i FLASHING OVER APPROVED O.G. MAX (VERT.). NOTE_ DO BUILDING: PAPER I MIN. LAP TET 1- LATH HOUSE WRAP. NOT FASTEN CONTROL JOINT TO / \ FLASHING TO EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH 90" LEG MAY BE USED TO TEMP. FASTENED S�' (VERY.) O.C. MAX X X X I // SECURE CONTROL JOINT AT SUPPORTS X X X \ DURING INSTALLATION GUT AND OVERLAP ONE SIDE OF / FASTENERS t0 BE SPACED STUCCO YWRAP METAL LATH ER 01, SELF -ADHERING MEMBRANE GUT AND OVERLAP ONE SIDE OF FLASHING SELF -ADHERING MEMBRANE •TOG. MAX VERTICALLY WOOD SHEATHING / ST P •I STEP 02 FLASHING OR t/16' ZIP SHEATHING / / x WRB LAYER M, THICK 3 COAT CEMENT STUCCO LAAYEERAp SYSTEM q NSTALLED PER / STUCCO WRAP PLASTER MANUF 9 Ca.)/ METAL LATH WR5 LAYER 02, FORiIFIBER E rl PAPER LAP eE_ w orILY I WR8 LAYER 02, FORT FIBER BUILDINGS PAPER WRB LAYER M2, FORTIFIBER BUILDING PAPER BUILDING PAPER I METAL LATH i, WR5 LAYER M, b'xb' SELF -ADHERING MEMBRANE STUCCO WRAP FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE Lv FLASHING OVER APPROVED LATH SHALL NOT INSTALL FASTENER) IGLIPB, WRAP. BE CONTINUOUS 6' TO a' ` I OR� 65Z ZIP STRAPS, STAPLES) AS FLASHING� TO EXTEND ONTO PIPE /`I REQUIRED TO SECURE SYSTEM (INSTALLED PER PIPE/ WIRE TO FRAMINrx 4"x4" SELF -ADHERING MEMBRANE THROUGH CONTROL N. m, INUF. SPECS_) FLASHING OVER APPROVED JOINTS BUT SHALL * .;� BE STOPPED AND TIED At EACH SIDE. PROVIDE 2X4 BLOCKING — FLASHING: O EXTEND ONTO PIPE PER ASTM G1063 LAP w OVFR PLACED FLAT MAX 6' TO 8' — ALL LAP 1.OTE: FROMCONTROL CONTROL JOINT WHEN � NOTE: \ � coNTROL JOINT FALLS ON 2 APER LAP CONT. BEAD OF SEALANT \ STRUCTURAL STUD SCALE: 11/2'=I'-0" I. FASTENERS FOR LATH TO BE NAILS OR INSTALL APPROVED HOU)EWRAP AIR STAPLES IN COMPLIANCE W/ ASTM C1063 INFILTRATION BARRIER OVER 2. WIRE TIES TO BE (NO. 18) 0.0415" WIRc / ' SHEATHING 3. BLOCKING SHOWN MAY BE IN ADDITION \ ELASTOMERIC COATING OVER STUCCO/ TO WALL STUDS REQUIRED PER PLAN / G.V. FINISH (SEE TYP WALL SECTION) alalal MI,',,y..,... .a VERTICAL LATH & PAPER DETAIL WOOD STUDS �C �I SECTION PER SECTION TION R703.Exterioand as[erin9 NOTE: SHEATHING <: Exterior use of portland cement plaster SIDE LAPS OF METAL OR 1/I6, ZIP SHEATHING SYSTEM shall comply with the application PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) t: requirements of ASTM C 926-12A. BE SECURED TO BUILDING NOTE: O „ „ FRAMING MEMBERS. PAPER )LAP IF ZIP 51-4EATH NG SYSTEM 15 Installation of exterior lathing and framing 1 M TYPE CONTROL JOINT_ THEY SHALL BE TIED INSTALLED, PLEASE SEE shall comply with ASTM C 1063-12A. BETWEEN )UPPORTS WITH 0.0415-IN (12I-MM) STUCCO h^ LAP ® LATH MANUFACTURERS WIRE AT INTERVALS NOT 3" LAP °PAPER INSTALLATION PROCEDURES MOIRE THAN S' (229-MM). AS PER ASTM C1063 c?' {���J J^� (/ {��,�r //�� \/ O I. FOLD INWARD + PT. A ( l j I. FOLD INWARD Pf. A 18.1. F I 1 f N T � A T I O N !_✓ TAIL \ � \?F � / 2- CREASE . Pr. B NOTE: ` QjFOLD ® ®��C �� UTI FOR REPAIR OF TEARS HORIZONTAL LATH 1 �t.T.e. DETAIL MA`YBEPATCHEDAR) & PAPER DETAIL W/1-OUSE WRAP TAPE E7 PER MANUF. SPEC. OR FOLD PEEL 4 STICK ® 1/16" ZIP SHEATHING SYSTEM ( INSTALLED PER r I"IANUF. SPECS.) OR OL FOLD INWARD • O I. FOLD INWARD + PT. A WOOD 5HEATH ING OR GMu A 2. CREASE + PT. B WR5 LAVER *I, 2. GREASE • PT. B 3. CREASE + PT. G 9. GREASE . Pi. C STUCCO WRAF- (FRAME ONLY) _ 4. FOLD PT. C OVER Pf. B TILL PT. C TOUCHES BOTTOM FLANGE ® " THICK, 3 GOAT CEMENT PLASTER IFRAMEJ, I/2" 2 GOAT LEGEND CEMENT PLASTER (CMU) METAL LATH (1=RAME ONLY) ® © ' LAP WR5 4 TAPE OVER ,� I NAGFLN C UJi� FOLD WA'TERTIGH7 \ ROOF/WALL SCREED #1, 5TU'CCO UJR>44i='� • „ 4SW07r� NOTE: SEAL FOLD. D.4 / IF ZIP SI-4EAT1-41NG SYSTEM 15 ME G"T. INSTALLED, PLEASE SEE z — — — — — — �' THICK, 3 GOAT GEMENt 5°XrJ" °L° TYPE GONTINI,40u5 �R�j L,�,�� #2 C1sO�T (F 1 5� PLASTER (MR"), In' 2 GOAT � -- GALV, METAL FLASHING MANUFACTURERS CEMENT PLASTER(CM) Z (NAIL TO ROOF DECK, Not 5u1 D INCH FAFER) INSTALLATION PROCEDURES WR5 LAYER 02, FORTIF15ER BUILDING PAPER (FRAME ONLY) WALL SHEATHING) wRBLAYER M, GAP SHINGLE - DO NOT NAIL, �ETAL LATE STUCCO WRAP(MRAME ONINSTALL WITH ROO ONLY) INSTALL X X X LAP LAYERS OF iWILDING U.RAP F DEMENT _ OVER NAILING FLANGE, STOP SHINGLES (FW.&M ONLY) um APPROX I JS' ABO,rE eTUCCO FR.M M OR CMUEXTERIOR A��N ��". x x x x waLL SCREED ROOF CEMENT SxS WALL FLASHING ROOF PER ELEVATIONS UJOOD 4 e� ATh4INCH 717711- OR rt/I6" ZIP 51 4EATHING SY5TEM y � .... w— KICK-OUTFLAbHMG (SEE (INSTALLED PER MANIJ=. 5PEC5.) / DETAL) ,� 5 LF-AD� 4E51VE FLAeI4 NG ,. IF ZIP 51-4EATI-4ING SYSTEM 15 NOTE: INSTALLED, PLEASE SEE i MANUFACTURERS 1 ITAL LATE 4: LATH TO 8E f EF, SECTION rELT ERLAYMErrr� — WATER TIGHT SEAL (BEND OR INSTALLATION PROCEDURES SOLDER DO NOT CUT J T 03.E .1 / 5T1�1 C - S - BHINGL ROOFING ,,......, _ FA G CK �F ROB , i� 09, 1"f I N. 2 . � 85. fii� SQ. Yi�D CI�Tl1T�' Oil NOl„CiN,4I� INTE DRIP EDGE: OVERLAP 31, '�� � EXTEND 1/2' BELOW 84EAT14MG, MECHANICALLY FASCIA WRAP L POEe NOT II E T 5 f' E `./ I F I C A T I ON `/ FASTEN 4' O.G. MAX " L' 7 5 FLASHING N.T.S. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 .4 h U W 0 0. Chi W Q F A ti Stmi)rv. de LOT: CREEKSIDE LOT 43 PROJECT# MODEL: 4EBB "1828—CALI" GARAGE i 3WMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 3 rip 05/29/18 SCALE: 1/r=1'-0" SI1EET WA1 file C W`` 0 NOTE: IF ZIP SH THIN( SYSTEM IS INSTALLED, LEASE SEE 1" IANUFACTU RS INSTALLATION ROCEDURES BACKER ROD BACKER ROD WR5 LAYER "I, STUCCO WRAP a' CMU tl VENT INSTALL 6' SELF-ADHERI MEMBRANE FLASHING, 0 TOP, SIDE(S) ANp eOt G FLANGES OF NON -MO AE FRAME OF THE EXH St. VENl 15 BE SET IN BED OF WALANT T TOP AND SI 5 SEALANT 15 TO BE t L AS TO DEFLECT AY FROM JOINTS. AD ALL AROUND APPLY SEALANT ALL TS AND INTERSECTIONS i LY SEALANT At PERIMETER OF / cN-MOVABLE FRAME AND STUCCO ON AROUND SIDES. Y4" CAULKING, a, JOINT ALL PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. In Ilation of exterior lathing and framing shal omply with ASTM C 1063-12A. HOODED VE t i" THICK, 3 COA EMI PLASTER METAL LATH WRB LAYER 02, FORTIF BUILOING PAPER WOOth SHEATHING, (FRAME), /111514L,'A PER MANUF. 8 CO.) OR EATHING, ER M, RAP ER , FORTIFIBER P ER THSINGm BEAD BAND yo° to )5' M—P-WALL WEEP SGREE� w WIDE STRIP SELF ADHESIVE FLASHING,, CLEAN MASONRY BEFORE APPLYING: Z FLASHING, OVER kRATCH COAT 7C IZONTAL WEEP SCNEW./STONE VENEER)(FRAME TO BLOCK LEGEND DRAINAGE F'LANE (WR5 LAYER #I, STUCCO WRAF) WRB LAYER 02 (PORTII=IBER - - - - - PUILDING PAPER) 1 IETAL LATH X—X—x—x STUCCO C. ' WOOD 5NEATHING EZ/,/- , OR 1/16" ZIP SHEATHING SY5TEM (INSTALLED PER MANUF. SPECS.) 6ELL=-ADHE51vE ELA5I=41NG - — — - NOTE: METAL LATH: LATH TO BE PER SECTION R-103.7.1 / AST" I C-84l -Oe, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PEGIEIOATION5) 6B DRYER VENT BUILDING, PAPER OVER 'QUICK FLASH" PIPE THROUGH / WALL I\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING, PAPER — UNDER "QUICK FLA5W ELEC. 1"IETEF VERIFY LO STUCCO 1=1NISH 6" SELF ADHESIVE OVER TOP d SIDES SELF FL ASH ING UNIT PREI`IANUR DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT m TOP B 51DES BLOC NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES �A�VENT PENETRATION SCALE: N.T.S. ,Atl C.) KI:zL Y=1yC STUCCO SCRATCH COAT E 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION i ELEC. METER FIELD VERIFY LOCATION 11 0 0 1) CONSTRUCT I 1/16' ZIP SHEATWNC- 6Y EM (INSTALLED PER MAN . SPECS.) OR WOOD SHEATHI Cz WR5 CR # STUG_ W P :R 02, FORTIFI5ER PAPER HICK, 3 COAT CEMENT ASTER TO Ys rl"10- -(o" SEL DHESIVE FLA5HINCs Oi WOOD FRA D WALL ONTAL WEEP SCR D RAME TO FRAME) NOTE: 11= ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES APPLY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC I5OCYANOTE-POLY5LEND FOAM i ui a� / t cti itc "iR SIMILAR) APPLY A SILICON SASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES .:O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENING, IN APPROVED HOUSEWRAP FOR 50X INSTALLATION WR5 LAYER "I, STUCCO WRAP WOOD SHEATHING 1/16' ZIP SHEATHING, SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD 514EATHING, WR5 LAYER "I, STUCCO WRAP WR5 LAYER "2, FORTIFIBER BUILDING, PAPER METAL LATH WOOD CONSTRUCTION ri i; "I/V TEXTURED �. FINISH a WOOD FASTEN TO WOOD STRUCTURAL ;. MEMBER a i' OZ. MAX a' GMU ye' TO )9 MID -WALL WEEP SCREED LQ �-6" WIDE STRIP SELF ADHESIVE FLASHING,, CLEAN MASONRY BEFORE APPLYING, TEXTURED FINISH a MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES all WR5 LAYER 01, STUCCO WRAP AA CUT "X" INTO rj� SELF-ADHERING, MEMBRANE FLASHING APPLY SELF-ADHERINGx MEMBRANE FLASHING OVER 50X AND OVER APPROVED WR5 LAYER "1 5T F #1 ST #2 APPROVED HOUSEWRAP WR5 LAYER 01, 5ELOW STUCCO WRAP CUT SUCH THAT APPLY 60 MIN SELF -ADHERING, NO MEMBRANE GRADE 'D" FELT 10MEMBRANE FLASHING, ENTERS 50X, OVER APPLY TO FACE SELF -ADHERING EvGmE FLASHING OVER APROVED HOUSEWRAP WR5 LAYER »2, FORTIFI5EiR BUILDING PAPER 5T F #3 eT f= APPLY E-Z 5EAD .o.o. .o OVER &0 MIN o •a.o•o 0 •o o• GRAPE "D ° . o • . o .n o• FELT -PROVIDE Ann SEALANT AT ALL JOINTS AND INTERSECTIONS ELASTOMERIC COATING, OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP E� STE f pro ELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W 10 04 U 0 F a G w q F A 2 l9VHDTV. da LO'P: CREEKSIDE LOT 43 PROJECT# acoDElt 4EBB "1828-CALI" GARAGE IB7III G: RIGHT PAGE: WALL ASSEMBLY DETAILS t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA 3 apTE; 05/29/18 sCALE: 1/4"=1'-0" 8iIMET File co py WOOD SHEATHING {INCx SXT. OD FRAMALL ED COLUMN SHEATHING WRB LAYER 44, ` WEATHER RESISTIVE STUCCO WRAP SUB -FLOG ECKING BARRIER "I WOOD WRB LAYER "2, FORTIF ER FINIS( 4 LAYER !2 LAYER 3° X 3' 26 CsA GA WEATHER RESISTIVE CONSTRUCTION Bl11LDITdCs PAPER PRE-ENG'D SS EEL STISET IN FULL CK) METAL DRIP ED BARRIER "2 HAT CHANNEL ° THICK, 3 COAT MENT WEATHER R-SISTI ^ ~ �' SEALANT, Y2' B , - W!5/s' TYPE 'X' DRYWAL PLASTER BARRIER 6 EEL < SPACE FRO DRIP / 6 SAP ` PEEL E STICK 6" SAP. • 70P WEEP SCREED WEATHER RESISTIVE STI g DRIP FACE TO t X 112"xV 'L' FLASHING ING EHIND WEEP SCREED B TO S ARRIER 02 EDG o ` THICK 3 COAT GEMEN DECK `` FULLY EMBEDDED IN ROOF CEMENT 4" I SIN v RIES WOOD SHEATHING S PLASTER , IV X 3' 26 GA. GALV. " y4° G FOR BACKER ' METAL DRIP EDGE METAL LATH RO < SEALANT y4 GAP FOR BACKER SET IN FULL BED OF WRB LAYER "I, \ ` WOOD SHEATHING I X�'XI V4" P.T. SIMULATED SEALANT, " M STUCCO WRAP INYL CASING qp ROD < SEALANT SPACE FRO I " THICK, 3 GOAT CEMENT WOOD (tREX) LER, CONTINUOUS ; AM66AWFWC-780 CUSTOM CASING BEA _ 6" SELF-ADHEREING FAGS TOT WEATHER RESISTIVE r FLASHING WRAPPED WATER PROOFING I BARRIER RESISTIVE VINYL CASING BEAD BARRIER "I LAYER (2 LAYER L E WEATHER RESISTIVE • + •�:� 0 TOP OF WEEP SCREED y EXTERIOR GRADE �. DRY WALL STICK) WRAPPED FR i WEATHER RESISTIVE WATER PROOFING Ist BARRIER "2 TO SHEATHING BELOW "THICK, 3 GOAT CEMENT .vawr , BALCONY DECK TO BARRIER "2 LAYER (2 LAYER PEEL '-- � _ - '� EXTERIOR COLUMN WRB LAYER "I, CANTILEVER ?' E STICK) `� ernes Kaa° COLUMN SHEATHING X STUCCO WRAP 4" POSITIVE DRAIN O PLASTER + 6 PEEL t STICK g DECK MEMBRANE, WEEP SCREED i i — DRIP EDGE t0 DECK EXTEND OVER DRIP EEL < tCK VINYL CORNER BEAD 6' S.AP. ­1171 , I 1 - WRB LAYER 02, FORTIFIBER N AP FI D VINYL CASING BEAD SUB FLOOR EDGE --- ----------- BUILDING PAPER (SHOWN FOR I ATION OF ` FULLY EMBEDDED IN SEPARATE ACC IES ONLY) ®® 3' X 3" 26 GA. GALV. SUB PLO METAL DRIP EDGE - ROOF CEMENT 6' 5ELF-ADHEREING SET IN FULL 55P WOOD ItREX�FRI IE At D Ji �+ LASHING WRAPPED / SPACE FROM DRIP ". 1"' „ I)4" X 3" 26 GA. GALV. METAL DRIP EDGE WRB LAYER "I, ' SET IN FULL BED OF \ - ip CORNER OF CANTILEVER FACE TO TREX STUCCO WRAP , CONTINUOUS SEALANT, h' MIN. 4 POSITIVE DRAIN INYL GASIN BEAD I I R SIMULATE W It X) FILLER, SPACE FROM DRIP AMICO AM66-Ur-WIC\ + EP SCREED Xi' GAP FO s US N/FACE TO TREX CUSTOM CASING BEAD ROD t SEAL W TER PROOFING Ist Xa" FOR SEALANT VINYL CASING BEAD FINISH LAYER AYER LA R C2 LAYER PEEL < OPT ACKER ROD. STIG WRAPPED FROM WATER PROOFING 16t CANTILEVER D R PEEL < STICK) M IFIED 9PJ 3/4 RESILIEN BALC Y DECK TO LAYER (2 LAYER PEEL E NO GAP IN FI D O HAT GHANN CANTIL R /4 RESILIENT STICK) WRAPPED FROM (SHOWN FO cLARIFICA-rioN of NOTE: VINYL CASIN BEA " THICK, COAT CEMENT HAT CHANNEL BALCONY DECK TO SE 4F ACCESSORIES ONLY) IF ZIP SH ATHIN SYSTEM IS D PLASTER INYL CASING BEAD ANtILEVER ASING BEAD INSTALLEID, PLEA SEE METAL LATH �' ICK, 3 COAT CEMENT DTL. C� CANT. MANUFACTURERS 5/5, TYPE " DRYWALL WOOD 5HE AT G PL TER 1 O A INSTALLATION PROC URES E N WEATHER RESIS vE LEGEND Jl �J W/1 EXTURE t PAINTED /8 TYPE X DRYWALL METAL ATH BARRIER "1 W/TEXTURED 4 PAINTED SCALE: 1 V2'=1'-0" FINISH WEATHER RESIST( WOOD S ATHING FINISH THIC R3 GOAT CEMENT B„AP SI�t VE DRAIN g" THICK, 3 COAT CEMENT W' O SIG( RAIN DRAINAC P�AN� CUJRB WEEP SCREED PLASTER NOTE,VINY CORNER BEA NO GAP IN FIELD 1 A ��; �� © P � S C I LAB' R 1PrN, STl�CGO UJRAP� V Y CASING A NO GAP IN FIELD VINYL CORNER BEAD SEPARATE ACCERlrl TION ONOY (SHOWN FOR CLARIFICATION of VINYL CASING BEAD IURB LA�'R CORtIIBR — — — — — SEPARATE ACCESSORIES ONLY) BALCONY DRIP BALCONY DRIP fi EfiR SQ. ''I',4iRp (UtILIt''I' Oil N01"I L BI�ILpING PAPER) EDGE L I� pOES NOT 1"I'EET S CI1�1 ATIONS) MEt,a,L LATH x x x x 11A EDGE INSTALLATION 11C EDGE INSTALLATION ® COLUMN (W/" L" FLASHING) SCALE: NTS NOTE` OOP CONSTRUCTION S�"UCGO� WOOD SHEATHING NOTE: IF ZIP SHEA7 IING SY I" f IS IF ZIP SHEATHING SYSTEM IS INSTALLED, P EASE ,E INSTALLED, PLEASE SEE MANUFACTU RS WEATHER RESISTIVE WR5 LAYER M, i MANUFACTURERS INSTALLATI PROLE IRE S BARRIER M WOOD SHEATHINC; �'%iii�// 2X ERAS IING Mr="15ER STUCCO WRAP ;! INSTALLATION PROCEDURES 3/4 RESILI t WEATHER RESISTIVE OR �/16" ZIP SHEATHING SYSTEM HAT CHANNEL BARRIER "2 !INSTALLED PER MANUF. SPECS.) Z" THICK, 3 COAT CEMENt SELF-ApH�SIYE FLASHING � S a � WOOD sl-IEATHINC� VINYL GAS BEAD / PLASTER WRB LAYER 02, ORTIFIBER _ �" THICK, 3 COAT CEMENt BUILDING PAPS PLASTER ' ,'� 2 1/2" �� CORNER BEAD' ~' ' WRB LAYER #1, 5/e" TY E WALL METAL LATH FASTENED TO SNEATNINCz STUCCO WRA W/TE TU AINTED t 7 ° O.C. MAX. METAL LATH � ) WOjW SHEATHING ac�x x. x .x-x� x = t FIN( OR l ZIP SNEA114ING SYSTcM (MST MANt1F. SPECS,) , , t�u X i THIG GOAT CEMENt 2) 2>1�EADER g' THICK, 3 COAT CEME WRB LAY *2, FORTIFIBER I� PLASTER BUILDIN PAPER PLAS R �� s WRB LAYER 0% ro SELF-ADHERiNCx'- i I , . META LAT{-4 VINYL CORNER BEAD 4" PP S IN v i �` ! STUCCO WRAP FLAS+-IING sc y. WOOD SI-4EATI-IINCx / -IEXPLOD s T ICK, 3 GOAT CEMENT VINYL CASING BEAD NO GAP IN FIELD \ VIEW ASTER V � I ,, (SHOWN FOR CLARIFICATI OF GLARI T SEPARATE ACCESSORIES O Y) / ' I� METAL LATH DRIP CAP ' DRIP EDGE WRB LAYER �2, � �oRTI�IBER 11 D, INSTALLATION /� � BUILDING PAPER WINDOW FLANGrE NOTE: �Q q STRUBCG YWRAP IF ZIP SHEATHING S S EM IS WOOD cONSTRUGITON /� CORNER BEAD k F � A M E � ,� INSTALLED, PLEAS S E x 1�y' MANUFActla RER5 I/? WRB LA "2, INSTALLATION PRO E URES WEATHER RESISTIVE CORNER BEAp TIF15ER BARRIER "I WEATHERR RESISTIVE / (FASTENER 4 SPACINCx BUILDIN I 1 BARRI METAL LA VINYL CASING BEAD s THICK, 3 GOAT CEMENT f PLASTER ` 8' THIC GOAT CEMENT ' PLAAT i 5/8' TYPE "X' DRYWALL METAL LATH W/TEXTURED t PAINTED �rg�Ia+ SYSTEM FINISH �o"S RING SYSTEM THICK, 3 COAT CEMENT saD`E iI �I �ur.SPEcs.) CMU F 5HING i PLASTER L VINYL CORP. 4" 5/e" TI-IICK, 3 GOAT CEMENT DRIP CAP VINYL CORNER BEAD POSITIVE DRAIN PLASTER APPLIED _ WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIEF (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 14 B CORNER BEAD k BLOCK 1 5 B C A I N G BEAD (6) WINDOW 11E RIP EDGE INSTALLATION (FRAME, NO BANDO .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w W v W 0 F A E 9ZTBDIY. de LAT: CREEKSIDE LOT 43 PROJECT* MODEU 4EBB "1828—CALI" GARAGE BV MG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C i aATTE: 05/29/18 9CALE:11r=1'-0" SHEET WAS File C,0 WOON SHEATHING WR5 LAYN "I, STUCCO W WR5 LAYER "2, F TIFISE BUILDING PAPER METAL LATH " THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING VINYL ANGLED CASING BEAD DRIP CAP WINDOW FLANGE 15C NOTF:: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATH WR5 LAYER en STUCCO W P /AL R #2, FORTIF15ER APERI-IGOAT CEMENT PLASTER n � . , DRIP CAP WINDOW FLANGE CASING BEAD (6) WINDOW 1 ( FRAME, W/BAND) S1HE,4THING METAL LAT WR5 LATER #I, STUCCO WRAP WR5 LAYER #2, PORTIF15E BUILDING PAPER 8" TIHICK, 3 GOAT CEMENT PLASTER VINYL ANGLED GA51NG 5EAD VINYL CASING BEAD CR5 LAYER 02, FORTIFV BUILDING PAPER METAL LATH " THICK, 3 COAT CEMENT PLASTER �--- 6 "SELF -ADHERING FLASHING IF ZIP SHEATHING SYSTEM 18 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 0 (EXPLODED VIEW FOR CLARITY) 1.000p Sl���t tl-IICK, 3 GOAT C Nt PLASTER TO TR METAL LATH XTRAN L L ER N2, FORt11 15ER I INCs PAPER OOD SHEATHING _i ' WRS LAYER "I, Ilse WR5 LAYER "I, W STUCCO RAP O STUCCO WRAP CASING 5EAD roll SEL DHEREING FLASHING PEEL 4 STICK SIDING TO S F-luc O CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING WEATHER RE5ISTIVE BARRIER "1 THEIR RESI5TIVE 3A IER "2 " LAP SIDING b' SELF-ADH ING — FLASHING STARTER STRIP / DO NOT CAULK OR SEAL OPENING GALV'D METAL 'Z' FLASHING 1 Y, X 6' SIMULATED WOOD TRIM MEMBER m FLASHING ELF -ADHERING 1 \ ` WEATHER RESISTIVE BARRIER M \ WEATHER RESISTIVE BARRIER 02 SELF -ADHERING FLASHING GALV'D METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING X 6' SIMULATED OD TRIM MEMBER AL GAP W/CAULKING ;APPROVED SEALANT NOTE: METAL LATH4: LATH TO 5E PER SECTION R703.7.1 / A57M G-04-1-09, MIN. 2.5 L55. PER SQ. YARD (UTILITY OR NOMINAL L,4TH DOES NOT MEET 8PEC11=1GATION5) wooD 5H THING CO ujfRAf= WEATHER sTiVE� BARRIER "I WEATHER RESISTI II II��jj JJ��1� �,pp}� p B,{ARRIER 02 VR5 Lim l i\ ' L, �OfRT 1F 1 5E i\ W/6 RAAL P 5IDING 5U f Z:)1NCz PA1=EfRrLAeHING HERING �IE AL L A �4 STARTER STRIP—�\ DO NOT CAULK OR 8 SEAL OPENING �" �f C</ 3 COAT CE1" ENT \ SEALANT ----------------------------- $" TIHICK, 3 COAT CEMENT PLASTER METAL LATH 1 , a'/� WINDOW FRAM001* 1 ---•-------------------------------- r-Z BEAD VINYL CAz5EAQVINYL CA CW/3/8" FLEXIBLE PVC I 2X FRAMING MEMBER ------------ SEALANT WINDOW FRAME FLANGE 2X FRAMING MEMBER 5UILDING i WRAP HER RESISTIVE RRIE�,1 To LAP Il ! OF 'Z' FLASHING WEATHER BARB ER RESISTIVE WEATHER RESISTIVE / BARRIER 02 i GALV'D METAL I 'Z" FLASHING / DO NOT CAULK OR SEAL OPENING ���� GALV'DMETAL� ��� WEATHER RESISTIVE 'Z' FLASHING BARRIER "I TO LAP CASING BEAD OP RAISED A ]BAND (FRAME) 17 SCALE: 1 1/2"=1'-0" 6' SIMULATED 6 MIN. ABOVE TOP WOOD TRIM MEMBER Z" FLASHING E-Z BEAp VINYL CASING I Y' X 6' SIMULATED lW/V FLEXIBLE PVC / W�OD TRIM MEMBER BACKER ROD) \ / SELF -ADHERING 6' SELF -ADHERING I I i 1 SHING FLASHING \ Yd THICK 3 GOAT \` I SEAL AP W/CAULKING CEMENT PLASTER OR A OVED SEALANT WEATHER RESISTIVE WEATHER SISTIVE BARRIER 01 BARRIER M WEATHER RESIST vIN CASING BARRIER n (W/%' FLEXIBLE Nr, BACKER ROD) SIDING TO STUCCO WEATHER RESISTIVE C9) FRAME TO FRAME BARRIER 02 TRANSITION in 16A Ez_ WR5 LAYS k *2, FORTIEI5ER 5UILDIN(Z PAPER ROD) - WR5 LAYER 01, yUCC0 WRAP, \ WRAPPED AR ND FRAMING \ MEMBER roll L A HE51 VE FLASHING EATHING ET FLOW EXPLODED O R CLARITY ---- ---- - - -- -.-- ------------ ------------------- " THICK, 3 COAT CEMENT �_ PLASTER UJIN )OW / METAL LATH WR5 LAYER #2, FORTIFI5ER �UILDING PAPER UJCS�OD SHEATHING WR5 LAYS=R *1" STUCCO WRAP 6° WIDE PEEL 4 STIC OVER FLANGE E-Z BEAD VINYL CASING (W/%" FLEXI5LE PVC 5AC *APPLY FULL BED OF SEALANT 5 FLANGE 4 BUILDING WRAP DRAINAGE PLANE (WR5 LAYER #1, STUCCO WRAP) WR5 LAYER *2 (FORTIF15ER — — — — 5UILDING PAPER) METAL LATH x—x—x—x 5TUGGO WOOD SHEATHING OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPEGSJ SELF-ADHESIVE FLA5IHING — i i ROD) I i 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N w U w 0 w EL BtJ8DM de LOT: CREEKSIDE LOT 43 PR.OdECT# MODEL: 4EBB "1828-CALI" GA %AGE g91rU4G: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH Up. C 000 `AT DATE: ` 05/29/18 SCALE:1/4"=1'-0" SIMET .piL COPY CUT HOUSEM AT 45' ANGLE MODIFIED 11, CUT IN HOUSEWRAP LINE OF t OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER LID STUD WALL INSTALL 6' 6ELF-ADHERING FLASHING OVER NAILING FLANGE AT JAMSS EXTEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHING PO NOT SEAL BOTTOM pIN Ykqi TEMPORARILY — FOLD -UP i SECURE I-IOUSEWRAP (OR TUCK FLAP UNDER) at HEAD FOLD POUSP IN AT JAMBS SLOPE SILL R.O. TO EXTERIOR ALIGN FLASHING W/ INT. EDGE OF SILL R0, MECHANICALLY FASTEN FANNED EDGES.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI- FLASHING AT THE 1PPLY AY' NOM. :ONTINUOUS BEAD 7F SEALANT AT AMBS AND HEAD of 1PPLY TO BACK OF 11NDOW NAILING LANG-E IN LINE W/ 'RE -PUNCHED IOLES OR SLOTS. INSTALL WINDOW PLUMS, LEVEL AND SQUARE PE MANUFACTU7 WRITTEN STEP 1 Nw STEP 2 STEP 3 /STEP 4 STEP 5 INSTALL 6' SELF -ADHERING FLASHING OVER VINYL HEAD FLASHING (WITH END DAMS) NAILING FLANGE \ EXTEND � SELF -ADHERING *5 FLASHING I' MIN FLASPING INSTALL VINYL CAP WINDOW 6 STEP 8 STEP 7 STEP 8 INSTALL 6' WIDE ADHESIVE - 5ACKED FLEXIBLE FLASHING MATERIAL OVER DRIP CAP JOINT (PROTECTO-WRAP 5T-20XL or EQUIV) WINDOW FLASHING INSTALLATION DETAILS FULL WRAP 5CALE: NT5 STEP 9 NOTE: IF Lf::' 5�4ATE f N e*'�eT 15 f N5TAL L , ECG[DU5 —APPLY MEIMSRANE FLASHING OVER JOINT NOTE: I. IT IS THE CONTACTORS RESPONSISILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS UJARtING: SEALANTS MAY REACT ADVERSELY IF NOT COMPATIBLE. NOTE: CLEAN AND SEAL JAMB TO SILL JOINTS WITH DOW 1199 FOLLOWING COMPLETION OF EXTERIOR RETROFIT WORIK, NOTE: REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH VIDENCE OF WATER INTRUSION BELOW THE W OW OPENING: INTERIOR PElRiZETER OF WINDOW WITH 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 J F W y W U W 0 F 0. U W q F A 2 19VHDIV. de LOT: CREEKSIDE LOT 43 PROJECT# MODEra 4EBB "1828—CALI" GARAGE BVrnRG: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA I 6 Tom: 05/29/18 SICALE: SHEET WA5 Flln C'opj. \ 2x6 SUB -BAND W/1 "x4" NOTCH 6 END, WRAPPED IN P1=1=I 4 STICK DRIP EDGE -1/8' TEXTURED FINISH a WOOD 1/2' TEXTURED FINISH 9 CMU METAL FA I\ I\ I\ I\ \ 2X& SUB E I \ METAL 1=A5GfA \ WRAF Ya" FROr I \\ STUCCO, 1" FRor I \ WOOD WALL \ EXTERIOR WALL \ (FRAi-IE OR CMU) \\ `\ NOTE: NOTCH FOR 2X�o SUB BAND ONLY �\ I \ � E�EVATION \ —ROOF KICK OUT REMOVED \\ FOR CLARITY \ROOF DECK (BEYOND) \\ \ DRIP EDGE, I" OFF WALL (NOT INTO STUCCO) �— 11/8" TEXTURED FINISH / WOOD, 1/2" TEXTURED FINISH -8 CMU �N 2x6 SUB -HAND W/1"x4" NOTCH 'a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8" TEXTURED FINISH IV WOOD, 1/2' TEXTURED FINISH 1v CMU METAL LATH WOOD SHEATHING OR CMU WRB LAYER 01, STUCCO WRAP (FRAME ONLY) WRB LAYER *2, PORTIFIBER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHINC PLEASE SEE 1" IAr PROCEDURES PRE-ENG'D TRU55 TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED F-INI5H 2 "x4"x4' -m" SCABBED TO TRUSS W/126 NAILS (o"-a" O.G. MAX. 2x SUB -BAND W/ly"x4" NOTCH -8 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAI IE OR CMU) SUB BAND DETAIL C WALL SUB BAND DETAIL @) WALL W/KICK-OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/ly"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *R001= CEMENT a ROOF EDGE OMITTED FOR CLARITY 1-RAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET C1F COMPONENTS) METAL FLASHING, WRAPPED MIN. )/4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/ly"x4" NOTCH 6 END, WRAPPED IN PEEL 8 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w h U w a a v a F a Fi x stmDIV. de LOT: CREEKSIDE LOT 43 PMZRCT# xmDEL: 4EBB "1828—CALI" GARAGE BVMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 05 /29 /18 1 01CALE:1/4"=1'-0" 1 sHEET WAf pile no v