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HomeMy WebLinkAboutBUILDING PLANS PAGE 1-15m �+ 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 • STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS -FLORIDA BUILDING CODE RESIDENTIAL ABV. ABOVE LAV. LAVATORY CERTIFIED BUILDING CONTRACTOR: DR HORTON HOMESLT. (FBCR) 2017, 6th EDITION -FLORIDA- FLORIDA FIRE PREVENTION CODE 6TH EDITION A/C ALT. AM CONDITIONING ALTERNATES ALTERNATE LUM. M.C. M. LUMINOUS MEDICINE CABINET MANUFACTURER 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 7 33 — 70 92 FAX: (3 21) 7 3 3 — 7 9 7 2 - NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION -ALL LOCAL AND STATE CODES .00CUPANCY — RESIDENTIAL, GROUP R3 •CONSTRUCTION TYPE — VB • MIN. INTERIOR FINISH — CLASS B • BASIC WIND SPEED — Vutt=160 MPH Vasd=124 MPH •EXPOSURE — D • 1—STORY RESIDENCE — 92—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES A'• BD. CAB. CLG. CLR. CONC. CPT. C.T. D. DBL. D.G. DIA. DIM. DISP. DP. AMPERAGE BOARD CABINET LINE CEILING CLEAR CONCRETE CARPET CERAMIC TIE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP MIN. MTL N S. O.C. PL P.B. PH. PIT. PLYWD. PR. P.T. R RAD. R.A.G. REF. MINIMUM MOUNTED NOTTOSCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR N0. 93723 DR. D.S. DOOR DOWNSPOUT RM. R.O. ROOM ROUGH OPENING DTL. DETAIL S.D. SMOgE DETECTOR A.B. DESIGN GROUP, INC. D.W. DISHWASHER B.H.. SINGLE HUNG 1441 NORTH RONALD REAGAN BLVD. EQ. A EQUAL SHHR THING SHOWM SQ.FT. CALC.'S LONGWOOD, FLORIDA 32750 �' � R sm. SLIDING Tel: (407) 774-6078 Fax: (407) 774-4078 uv�r�I� GARAGE ENTRY LANAI I828 SQ. FT. 430 SQ. FT. Iro SQ. FT. 88 SQ. FT. F.G. ` FIN. FLR. FLUOR. FR. DR. FTG. GA. GAR. GAR. DISP. G.F.I. GL M. HD, H.B. H.C. HDR. FDIEDGLASS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARAGE GARBAGE DISPOSAL GROUND -FAULT CRCIHT INTERRUPTER GLASS GYPSUM HOARD HOSE BIB HOLLOW CORE HEADER SGAS sm. SIPS sc Tom• THK. T.O.C. T.O.P. T.O.S. TYP• U.N.O. V.P. T. T/ WD. SLIDINGGLASS SHEAR WALL SECTION SOLID CORE TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH Wool) DRAWING CONTRACT DOCUMENT REVIEW BY BUILDER TOTAL 2362 SQ. FT. THE BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF THE CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR A/C VOLUME 16086B INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. HGT. OR HT INSUL. INT. HEIGHT INSULATION INTERIOR TDW. T/H T.I. WINDOW WATER HEATER WROUGHT IRON DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN CTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN UP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF STRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN ERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION ED ON THE DRAWING SET. REVISIONS REV. I DATE 9/18 IBID SET ISSUED DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI —COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG IA —DOWEL PLAN PG 1B—LINTEL SCHEDULE (CAST—CRETE) PG 1B.2—SAFE LOAD TABLES PG 2 —FLOOR PLAN PG 3C—ELEVATIONS °C" PG 4C—FRAMING PLAN PG 4.2—CONNECTOR SCHEDULE PG 5—ELECTRICAL PLAN PG 6-11VAC PLAN PG DI —FOUNDATION DETAILS/SECTIONS PG D2-1—STORY WALL SECTIONS & NOTES (SHINGLE) PG D3-2—STORY WALL SECTIONS (SHINGLE) PG D4—MLSC. 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 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r U W may.. ti 0. U h A F q F ®vsa=v. ee LOT: CREEKSIDE LOT 54 PROJECT# 04321.000 054R1 MODELa 4EBB "1828—CALI" GARAGE 8'ilWQ: LEFT PAGE: COVER PAGE 160 MPH EXP C pATZ: 06/01/18 8CA1J& 1/4"=1'-0" E-J;o 4 �a cI mw O O � Om F W - Y3 w ^�^ CL 0 ui J LL S6e ® �'NEL�j Mtn 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE 'JVITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY I. ENGINEERED WOOD CONSTRUCTION GUIDE EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. A. FLOOR LIVE LOADS R301.5 (PSF) Fb=1,100 PSI Fv = 175 PSI E = 1,400,000 PSI I. SLEEPING ROOMS 30 8. DO NOT CKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, II. ATTICS W/ STORAGE 20 HEADERS, AND POSTS. III. ATTICS W/OUT STORAGE 10 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. IV. POOLROOMS 75 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED V. BALCONIES AND DECKS 40 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PERALL LOCAL AND STATE REQUIREMENTS. OTHERWISE), VI. STAIRS 40 VI I. ALL OTHER ROOMS 40 11. THIS BOIL ING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN AFLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. OF THE R ISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING B. FLOOR DEAD LOADS R301.4 15 (PSF) JURISDICTION, INCLUDING ALLAPPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. C. ROOF LIVE LOADS R301.6 ** 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. I. ":*MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017) D. ROOF DEAD LOAD (PSF) CONCRETE 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017). I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 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. E. WIND LOAD CRITERIA 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE 1. BASIC WIND SPEED VULT=160 MPH, VASD=124 MPH STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE II. EXPOSURE CATEGORY C STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS III. WIND DIRECTIONALITY FACTOR (KD) O 1s5 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE %". AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS ±018 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 10. FLOOR SHEATHING SHALL BE APA RATED'/a" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING V. RISK CATEGORY II WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 6TH EDITION (2017). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS, 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC: UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER FBQR 310.2.1. 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 GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS 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 ''%-INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN °%-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN % THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 2, CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C O-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. 3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN INCH AND NOT MORE THAN'/, INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES, 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606 211 OF THE FBCR 6TH EDITION 12017) 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. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 6TH EDITION (2017). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. HORIZONTAL JOINT REINFORCEMENT IS TQ BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 3. CONDENSATION LINES SHALL BE MINIMUM %" PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. REINFORCING STEEL 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 6: NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017). ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 8: FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017). 9: THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH EDITION (2017). 3. WELDED WIRE FABRIC SHALL BE 6' X 6" - W1.4 X WIAAND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP EXTERIOR WALL COVERINGS SIDES AND ENDS A MINIMUM OF 12'. LOCATE WWF 2' FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 1, ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 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 FROMADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _3` B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER D. BEAMS, COLUMNS: q I. PRIMARY REINFORCEMENT, TIE$, STIRRUPS, SPIRALS 1'/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPI CTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C92E-11a & 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 063-11AAND R703.7OF 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) . 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 w U w t 0 F a U W a ti p stmDrw: & rroT: CREEKSIDE LOT 54 PROJ8 coo# 04321.000 054R1 MODELA 4EBB "1828-CALI" GARAGE ISWMC#: LEFT PAQE: GENERAL NOTES 160 MPH EXP C ARCHITECT - STATE OF FLORIDA r"`J'" a 06 01 18 DATE* / / 8C7ALE: 1 /4"= V - 0" GJLV DOWEL LE(zEND ■ CONT. VERTICAL DOWEL TO LINTEL COURSE SECURE STRAP TO UNIT W/ (2) M8xl 1/4 A/C SIT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONIC. J CONIC. W/ (2)-3/16'x2" SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD a 12" FROM STRUCTURE 2> 2" Yi'R \�11/2" i \\ � wc 1 .. LAV 2 I LAV �1 1/2' 3' I ,v 12" 3 I II 2" SHWR 1/2" WASHER KITCHEN SINK W/ 2' VTR AUTO VENT I ' 1 /2 ° 11/2- I 1 1/2 r2 u LAVI 111 ! �\ UB PLUMBING RISER DIAGRAM lUG 0; d) 4' CONC. SLAB ID r e` cY1 TYP, EXTEND END OF PVC CHASE UP 12" ABOVE HP COND. CONIC. PAD 1 \\ 24'X24'XI2" CONIC. \ \ PAD W/3-+5 BARS \ ■/ I \\ E.W. ON CHAIRS \\ MIN. 3" COVER 4" PVC \\ co 4' CONIC., REIN=. W/ 6'x6' *I0 E CHASE r wit-i ON 6-MIL POLY ETHYLENE \\ - VAPOR BARRIER ON ■ �\ WELL -COMPACTED CLEAN \\ TERMITE TREATEMENT SHALL \\ 5E BORA-CARE x\i El x n \ > \\ OL0 PIN. ELEV. SHWR. PAN ;\ =IN. CONIC. SLAB W/ENCL. \ \ II \\ \` N I� � I \\ 311211 III -I, 15' - I011 J I® io y\1 4' Q CONIC. SLAB N ■ 10 EXTEND DI SLAB 1 1/2" 31-4" I I 2X4 WALL_II 1 -17 LDW JL SINK I I I oPt.I I III IREFf I L-+� II I" PVC c0 CHASE RANGE FOR ELEC. I (TOISLAND up I 3'-61, 2'-9° ! I'-11" I I DI �G EXTEND � SLAB 11/2" L--- -- ��.-y - HB 2Xih WALL UJALL I ■ BOLLARD AS REQ. try ■ I PER BLD(s, CODE D1 \�� F LAV. cm 3 I CONIC EXTEND %�5-z " SLAB 0'-0' FIN. ELEV. )1 I SLAB 1 1/2' FIN. CONIC. SLAB I DI L-0�7DI 71/2' J L_— ----� (— — ■ II 8 DI DI DI I 3 4' DI —74 21'-4" 4'-4" 14'-0" FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS POOR STALL MEET PROVISION O= SECTION R3113.1 OF THE FBCR 6TI EDITION (201-1). 24'X24'XI2' CONC. PAD W/I BARS E.W. ON CHAIRS MIN. 3" COVER ro 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W U W 0 F y A F q otmDmde LOT: CREEKSIDE LOT 54 PROJECT# 04321.000 054R1 MODEL: 4EBB "1828—CALI" GARAGE !!WnCC;: LEFT PAGE: FOUNDATION 1PLAN 160 MPH EXP C ARCHITECT - STATE OF FLORIDA ]DRENT AATI., 06/01/18 ®CALE: 1/4"=1'-0" 8HEET I 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W V N F~O , V W A F A ®VHDN. da LOT: CREEKSIDE LOT 54 PROJECT# 04321.000 054R1 MODEL 4EBB "1828-CALI" GARAGE 39wngG: LEFT PAGE: DOWEL ]PLAN Q60 MPH EXP C 06/01/18 8CALE: 1/4"=1'-0" Ed �* L— 3 — L— 3 L 4 (2) 3052-SH EGRESS (2) 3052-SH ( LANAI LIVING ROOM I L-5 cL�. OWNER'S SUITE 60aa s�D. L— 6 DINING aRa OMB 00 ----- 0. I ----— OBATH I Ell, s'-e° cL W.I.C.a'-a° CLG. I -------- ��------ r--, r--� KITCHEN I---J I I LAUN. 8'-8" CLG. ai�a° 8RF6-05/IT 81 -05/IT SFIb-15/1T SF24-I5/1T W28-15/IT CLG. PAN. I I a'-8" cL� L--J BDRM. #4/ II DEN I I I N CLG. I I I L-2 I I 0 u1 I I BDRM.#3 a'-8' CLG. I/I i� I II v � -y �o r-------I I I L ----- J II 0 O BATH #2 I I 8'-8° GLCs. GARAGE a' -8' CLG. —F -0YER 8'-a' G[Ga. 41 ro 0 �a BDRM.#2 8 -8^ CLG. I I �/ I 161 -0"X7'-0"O.H.D. -------------------- 8'-B' CLC�. (2) 3052 -SH L-1 ECsRE55 L— 3 L�[NTIF]L SCHEDULE NOTE: THE LINTI=LS MAY 5E SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE 0; =_OUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED CAST•�RETEr LINTEL SCHEDULE LINTEL NO. LENCxt{-I t1'PE COMMENTS L I 17'-4' 8F28-IB/IT L 2 4'-6" 8FI6-0B/IT L 3 i'-6' BFIb-IB/IT L 4 BFIb-IB/IT L 5 9'-4' SFIb-IB/It L b 7'-b' 8F24-IB/IT L "I 4'-b" 81s�b-0B/IT REGESS�D 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F w U w 4 0 F Q U w A F atraarv. � LOT: CREEKSIDE LOT 54 PRAJBiCT# fl4321.000 054R1 �soaErl 4EBB "1828—CALI //��" GARAGE OWING: LEFT PAGE: LINTEL SCHEDULE 160 MPH EXP C !liiEET os/oi/la SAFE LOAD TABLES FOR GRAVITY. UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS C GRAVITY TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B 8F20-OB 8F24-0B 8F28-0B B 8F32-0 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 T-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 1 3166 4473 6039 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 5' 4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 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 1255 2101 3396 5260 7134 8995 6890 7' 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 465 765 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 1 610 940 1340 1780 2110 22'-0" (264") PRESTRESSED N NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24'-0" (288") PRESTRESSED N f-, NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS 40=4490M UPLIFT LATERAL LENGTH TYPE 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 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 1 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* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'-4" (136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 13'-4" (160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8" (176") PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15'-4" (184") PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17'-4" (208") PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 19'4" (232") PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'-4" (256") PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 22'-0" (264") PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 137 205 322 457 607 771 947 24'-0" (288") PRESTRESSED 127 165 244 312 380 447 515 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 4^ZT0404WA GRAVITY TYPE LENGTH 8RU6 8RF6-0B 8RF10-OB 8RF14-OB SRF18-OB 8RF22-0B 8RF26-OB 8RF30-OB 8RF6-1B 8RF10-1B 8RF14-16 8RF18-1B 8RF22-1B 8RF26-16 8RF30-113 4'-4" (52") PRECAST 1489 1591 1827 3053 3412 2982 4982 3954 6472 4929 7947 5904 9416 6880 10878 4'-6" (5411) PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5' 8" (68") PRECAST 7S5 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 2933 4100 6730 8177 6707 T-T (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 535 928 149 22179 2618 13595 2--5 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4AZT040M UPLIFT LATERAL TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 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 1507 2311 3121 3937 4756 5577 853 853 1192 1 1455 2240 3036 1 3837 4643 5453 5' 8" (68") PRECAST 924* 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'-10" (70") PRECAST 896* 1138 1742 2352 2965 3581 469 469 896 1099 1690 2288 2891 3497 6'-8" (80") PRECAST 778 882 1513 2042 2573 3107830 E3563 1100 778 956 1468 1987 2509 3035 7' 6"' (90") PRECAST 688 697 1325 1810 2280 2753 710 941 688 849 1302 1762 2225 2690 3157 9'-8" (116") PRECAST 533* 433 808 1123 1413 1704 1995 516 614 533 527 1 1009 1369 1728 2088 2450 TYPE DESIGNATION 8F1 6- NOMINALWIDTH J i NOMINAL HEIGHT J F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 1 B/1 T L- QUANTITY OF #5 R EBAR AT TOP *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR J co F- Q 0 a. a C° •�� 7-5/8"ACTUAL 8" NOMINAL WIDTH #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2"CLEAR C.M.U. ,e7t�Dj #5 REBAR AT BOTTOM OF LINTEL CAVITY 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. f'c precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. lintels must be reduced by 20% if bearing length is less than 6-1/2". 2. f'c prestressed lintels = 6000 psi. 2. Shore filled lintels as required. Safe loads for all recessed lintels based on 8" nominal bearing. 3. grout = psi maximum aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated. 4. Concrete masonry units (CMU) peerr ASTM C90 w/ C 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. minimum net area compressive strength = psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 615 5. Fieprovided in precast lintel per ASTM GR60. r 5. All lintels meet or exceed Ll360 vertical deflection, except lintels 17'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing Fielldd rebar per ASTM A615 GR40 or GR60. 6. longer with a nominal height of 8" meet or d L/180. ongexceed Bottom field added rebar to be located at the bottom of the lintel cavity. addional reinforced masonry above the precast lintel. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 6. 7. One a rebar may be substituted for two #5 reba r in 8" lintels only. The designer may evaluate concentrated loads from the safe load tables by 7. 7/32 wire per ASTM A510. 8. 9. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. Safe load ratings based on rational design analysis pel ACI 318 and ACI 530 calculating the maximum resisting moment and shear at d-away from the face of support. 8. Mortar per ASTM C270 type M or S. 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. 1441 N. RONALD REAGAN B1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com 1 AA #: 0003325 W W a U W R F U W A F etmDrv. de LOT: CREEKSIDE LOT 54 P1OJECTyJi 04321.000 054R1 MODEU 4EBB "1828-CALI" GARAGE SWING: LEFT PAGE* SAFE LOAD TABLES 160 MPH EXP C PRINT A06fOlfl8 8CALE: 1/4"=1'-0" 8HEET J FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH F5C R302.cJA FLAME: SPREAD AND SMOKE: -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5 COAPONENT AND CLADDING WIND LOADS BASIC WIND EXPOSURE FOR 3 SECOND G13T3 OPENNOS SOUARE ZONE 100 WH MID NO REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA S.G.D. MIN. -12 5 30/-3-t CRITERIA 8010 O.H.D. 56 5 30/-38 160-t0 O.H.D. 112 5 29/-35 SOFFIT N/A 5 31.6/-388 -682SI IF ROOF TILE N/A 3 -5829 APPLICA5LE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" HAVE BEEN MODIFIED PER FBCR R301.2.1 =PRESSURES ESTED ALLOWABLE OR NOMINAL WIND LOAD FROM THE PRODUCT MANUFACTURER. WALLS GABLE ROOF 10c <0<4 � Por E 1. foot = 304.8 :nirm 9, degree, - 0.0175 r ad, Note. a,— 4 feet. in oR cases. r {9 w<0s4 ° st m ALE ROOFS 0510" HIP ROOFS 100<0530i 100 0 5 300 FIGURE R301,2(7) COMPONENT AND CL+4131aaNG PRESSURE ZONES I: 0 (2) 3052-614 FLOOR PLAN el­411 1 DW� e •-- m NOTE: -2-8 LOUV. POOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENMCmS 5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH OOLID WOOD DOORS NOT LESS TITAN 1 3/8" (35 MM) IN THICKNESS, SOLID ORHONEYCOMS-GORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE: -RATED DOORS. I IEXTERIOR MASONRY WALL 5R3. HEIGHTS SQ.FT. m NOTE: -2-8 LOUV. POOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. -OTHER OPENMCmS 5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH OOLID WOOD DOORS NOT LESS TITAN 1 3/8" (35 MM) IN THICKNESS, SOLID ORHONEYCOMS-GORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE: -RATED DOORS. I IEXTERIOR MASONRY WALL 5R3. HEIGHTS SQ.FT. CALC.'S LIVING 1828 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. A/G VOLUME 16086.5 cv I' 4" DSL. TOP PLATE A BAR DETAIL SCALE . 1/2" =1' -0" (K)VANITY O VANITY 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 F N U w 0 4 w A F Q stmDIV. de LOT: CREEKSIDE LOT 54 PROJECT# 04321.000 054R1 MODELS 4EBB "1828—CALI" GARAGE 9'I MC;: LEFT PAGE: FLOOR PLAN 160 MPH EXP C 06/01/18 1 ®CALM: 1/4"=1'—O" 1 A 4 9 '1 "10 a R I 6-S" 5R3, HGT. 0'-0" FIN. FLR. ��E3RCs. HCzt. 0'-0" FIN. FLF, I�6 OFF RIrDGEVrmNT I eO.- EQ. 4" FRIEZE 13ANp 7B v 1 8'-8" E3RCs. I;CsT. B'-8" E3RCx. i-IC�t. wAz WAl �❑ waz 14 wA TYP. �- coach LIGHT 0'-0" FIN. FLR 0'-0' FIN. FLIP, - - SHINGLE ROOF CdG2. FQ, , pECORATI VE FOAM DRAIN TILES ■■ ■ C)IEECORATIVE SHUTMRS OR ■■ ■■ , ■ - ■■ONEVALENT �_. . '■1 p p - L ®■ REAR ELEVATION FRONT ELEVATION TEXTURED FINISH TEXTURED FINISH NOTE: WALL FENESTRATION FLASHING AS PER FIBCR R-103.4 1�6 OFF ROG5 VENT LEFT TEXTURED FINISH OFF RII t OFF RIDGr= VENT — — — ELEVATION OFF RI� T d. — — — 0'-0" FIN. FLR RIGHT ELEVATION TEXTURED FINISH MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ, FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = .4X 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCETO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT(net free area) TOTAL#OF VENTS REQUIRED = 4.09 TOTAL#OF VENTS PROVIDED = 5 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUI RI 67.20 �e8 A pETAIL 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w V w 4 O F 4 V W A F R F stTHDIV. IAT: CREEKSIDE LOT 54 PROJZCT# 04321.000 054R1 MODEL: 4EBB "1828-CALI" GARAGE BTUNG: LEFT PAGE: ELEVATION )> r a) 160 MPH EXP C ARCHITECT STATE OF FLORIDA x � PMAK� A A&�JCHACRA NO 93723 DENT 'I ARTrjC.. 06 /01 /18 ISICALM 1/4"=1'—O" BMEET 3� �$% Ix4 VAG. BTM. CHORD BRACING:, Typ. Ix4 BTM. CHORD BRACIWa T2' O.C. MAX., SECURED W/ (2) 10d COMMON NAILS EA. CHORD IWERSECTION, Typ. W DIA& 5tM. CHORD BR4CINCs, rrp. ARCH 0 V - 0" AFF SEE DtL. 14' SHEET D2 _p"RAMING PLAN t�~ 5JI 5J3 5J5 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U W O F 0. U w A F A ti BUBDrv. ee LOT: CREEKSIDE LOT 54 P RAJECT# 04321.000 054R1 MODEL: 4EBB "1828-CALI" GARAGE i rmo: LEFT PAGE: FRAMING PLAN 160 MPH EXP C ARCHITECT STATE OF FLORIDA JU LAR. U'CHACRAO 93723 DA�T3M:: 06/01/18 SCALE: 1 /4"=1' — 0" �iIEET 4� 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y W V W 0 C F FF LRVHDIY. de LiOT: CREEKSIDE LOT 54 PRodmCT# 04321.000 054R1 �soaa� 4EBB "1828—CALI" GARAGE OWMG: LEFT PAGE: CONNECTOR SCHEDULE 160 MPH EXP C 06/01/18 BCALM 1/4"-l'-0 4.1 ELECTRICAL LEGEND SYM^50L DEFINITION NOTES —(-� 1215V OUTLET 20 AMP SINGLE POLE 110V OUTLET IIOV OUTLET IR OF OUTLET WIRED t0 SWITCH /-� GFI 110V OUTLET EQUIM-P WIGRSP FAUL INTERUPTER (TAMPER �✓ RESISTANT TYPE) E@ 220V OUTLET (4) WIRE CONNECTION GROUNDFAULT GFI OUTLETTE SWITCI4 63 SWITCH 3-111AY OPER u/4 SWITCH 4-WAY OPER. %1 WALL MOUNTED �J LIGHT CEILING LIGHT ` VP VAPOR LIGHTPROOF REc1=ssED CAN WALL SCONCE �- PRE -WIRED VENT. PAN 1 GPM PER SQ FT. VENT. FAN W/LIGHt I CH`I PER SQ. Ft. 1 I /Il 37— FIXTURE I� (SYEG5T6D BY YIIII fSCOI u FLUORIEWENT 2-134,11-13 AROUN WRAP _ 2' FLUORESCENT 4'FLUORESCENT I- 4' TRACK LIGHT —rra II®� PANEL METER OSMOKE S.D. BAIT. BACK-UP U1/ HARDWIRE DETECTOR 8D. WALL MOUNTED SMOKE DETECTOR BATT. BACK - W1 HARDWIRE 51G0 GARBO✓nl MONOXIDE SMOKE DETECTOR COMBO HAR7WIR= BATT, BACK-;9r INTER-CONNE SHALL BE A CF NOT LESS PENDANT LIGHT TV. I I TELEVISION JACK TO BE SUPPORTED IN O J-BOX ACCORDANCE W/ BOX MARLED AS SUCH FOR CEILING ►•mnam T: FLOOD LIGHT OPT. SECURITY KEYPAD P.B. PUSH-BUTrON FOR C"r ES •-tom• usa Pow LOCATION OF TV JACKS 4 PHONE OUTLETS 1 FANS TO BE VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 6TH EDITION (2017). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI507.4 FBCR 6TH EDITION (2011). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL 5E NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F5CR 6TH ED (2011). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 6TH ED (2017). OWNER'S SUITE € PRE -WIRED N CLG FAN �\ t LJJ S.D. LIVING ROOM PRE -WIRED \ CLG FAN \ \tl 1 1 W.I.C. 0. BATx , LAUN. L--_J3:� OBI / BDRM. #4/ DEN i PRE -WIRED SD ST:0 CLG FAN F 7\A RA/1 / I O W 44' 44" — - AFF. I AFF. CzFI 10.5. FOR C - — — — 1 GARAGE DOOR WALL MOUNTED % LIGHT W/SWITCH IN / ATTIC / / METERt4l(48' CCFI TUBES FIELD CLG. VERIFY OUTLET LOC. RIGATION UTLET Q A.FF.I GARAGE ENTRY- LANAI CEILING MTD. LIGHT t0 BE INSTALLED, FI PROVIDE / J-BOX FOR OPT. FAN -- --- DINING ROOM / / / ( lIZZO- / / / SWITCH IN - - - OUTLET CABINET FOR DW r----- -- --- N F 1 It C:FI GFI I \ DW �I— emu. REF `\\ IjSINK I KITCHEN PAN. / \ rt/ RANGE/ csF1 0 (� GFI LLI I/ 2 HOOD WIRE W/ I OUTLET FOR I u FUTURE MICRO BDRM.#3 1 � / / PRE -WIRED 1 / CLG FAN I / 5 ' I • I 1 I II s/® BATH #2 1 4RL\BDRM•#PRE-WIRED CLG FAN im — — — — -----. -/ OPT. - - - - - - - - - - - - - - - COACH LIGHT 0 I� I111111111 I� 11 1. iJ k W P Panel MAIN -A PANEL: 8116 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 I Circuit I I Circuit I Watts I Description Bkr Pole I Wire #12 1 20 1 Exterior Receptmcla GFI for TUG 1200 Space #12 2 20 Irrigation Pump 1000 5304 Space A/C C.U.-1 35 2 #8 k�4 6 Space 71 8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. 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 1 112" 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 1800 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 Receptacles 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 i 1 15 Foyer / Hall / Bed. #2 & #3/ Bath #2 AFCI 901) 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 U 7,g 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 I Bed # 41 Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24 900 Owner's Suite A FCI 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 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 AtKVA (Heatert 65% 5625 39 40 Space 41 42 Space Load subject to demand factor calculations / line IT000 276M 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 AIC NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Amps (watts / 240 molts) 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# watts/ckt Total watts General Us & Rec Panel A 1 91 6171 5549 150 AIf= ELEGTRIGAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 6TH EDITION (201-0 LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL BE TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 31'2/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT ,o OVERHANG,) e COMBINATION SERVICE ISO AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE PANEL 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT -. 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 6TH EDITION (201-). 5/8'' DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w W U W F y A F SVHDIY. de LOT: CREEKSIDE LOT 54 PR.OJZCT# 04321.000 054R1 MOD&LA 4EBB "1828-CALI" GARAGE 87IMG: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP J ARCHITECT STATE OF FLORIDA NO 93723 DATE: R ITT A06/01/18 SCALIM 1/4"=1'-0" F..44 W U W 4 O F Q U A F F; SVHDrv. de LOT: CREEKSIDE LOT 54 PR®,JSCT# 04321.000 054R1 MODEU 4EBB "1828-CALI" GARAGE BWMG: LEFT PAGE: H VAC PLAN 160 MPH EXP C Dptnm AATZ: 06/01/18 SCALE: 1 /4"=1' — 0" SHEET b (U b RETAR VERLIGALLY W/ CONC, POUR CELL SM ENERGY Ol FONIMS FOR INSULATION R-vALUE6 z TEMURED FNISH vaCm �In' GYP. U .. OP. WOOD DABS STucl ' z p STOP 4' Car- REIl W/ 6'X6' — Will OR 1= 1EBH ON V 6-MIL VAPP OR RETARDER ON UELL-COMPACTED CLEAN FILL. �-• , . TERMITE TREATMENT TO DE FORA -CARE APPLIED AT FRMTNRL zp bW 4" I' -ID' 4' (7) ISISBAIR ON CHAIRS 1—STORY FOOTING W/ BLOCK WALL 1 SCALE, 0 .. 4' Cl RE". W/ 6'xb' WI.4)dWA0 U LM ON 6-MIL POLY MYLENE VAPOR RETARDER 1= Wj r4"J ON DELL -COMPACTED CLEAN FILL TERMITE m 0 a, TREATMENT &HALL DE BORA-GARS (1) b REEAR ON C 4AM 4 THICKEN EDGE SCALE: In'.I'-0' wW z�q 6'X6' WAXIIIA - METFIRECOMPACTED CLEA FILL TREATMENT TO ME ° - APPLIED AT FRMTPIG. b !SEAR ON CRAWS w 4" 4" Q m 1'-4 1—STORY FOOTING 4A AT FRONT PORCHES T N w u NF. W/ 6'x6' WI.4JeWA0 WLM ON SOL POLY ETHYLENE VAPOR " R ON WELL -COMPACTED Cl TERMITE TREATMENT SHALL DE (7) b RE ON CHAIRS jGARAGE STEP—UP 1—STORY L.B.W. W UPLIFT 4�_1EXTENDED FOOTING ME i •� h lo Eli �_ -.0131 4' GCMG REUFORCED W/ (,%6. z_ - WEBH AXIIIA Will OR PlEle ON L 6-MtL VAPOR RETARDER ON ° -COMPACTED CLEAN FILL ITE TREATMENT TO BE -CARE APPLIED AT MR06M z 4' a' a,", q" (3) will RE ON CHAIRS 2—STORY FOOTING W/ BLOCK WALL (U b R MAR SET' IN SMOWN HIGH z STRENGTH EPDXY 6' E1' Il MIN. E r 4' =NC.. DINE. tW 6'x6' WL4XWA0 4 WLM ON 6-MIL POLY ETHTLENE VAPOR RETARDER ON ' •� WELL -COMPACTED CLEAN FILL TERMITE TREATMENT 64ALL DE DORA-CARE TYP. RETROFIT FOR a OMITTED DOWELS 1� A7777TE TO STUD W/ O.G MAX 1=LLA/1E TO BLAB W/ k _T W/ 2' WASHER T' • 37' OC MAX d 4 C. RER'FORCED W/ 61X6' WI.4>Ul LLIJF FIDERMEBH ON b-MIL. VAPOR Lo RETA ONDELL-GOhR•ACTED CLEAN FILL TE YE 1'IIATMENt t0 ISE 4 I'-�, 4 BORA- APPLIED AT FRA'TRNG. I_8(7)b REBAR GE{AfIS 1—STORY FOOTING (o1 AT L.B.W. (W/ UPLIFT) N m 1 4' CCNG. REO'F. W/ 6'xb' WAXWIAO WIIM ON 6-MIL POLY ETHYLENE VAPOR R£TAI®ER ON WELL -COMPACTED CLEAN q• 4' FILL TERMITE TREATMENT SHALL BE BORA-CARE GARAGE STEP—UP 5 NON —BEARING SCALE, In'='-0' AXWIAO U)UM �i-IL%RL N rILL RETARD ` LCLEAN FILL TEIOMITE W BORA-CARE -1RAGE STEP— NON— BEARING EXTENDED STEP E, IJlll SECT P.T. BT. TO 6L W/ "_ nEm 'ANC-10(q,BDI-T law', MIN.lr EOcM W/ 6'xb' W1.0dUl O UWM ON -M Y ETHYLENE VAPOR - R ON WELL -COMPACTED GLEAN ° FI RMITE TREATMENT SHALL DE _CARE (3) b ON CHARS 4' B, q. _m ARAGE STEP—UP 2—STORY L.B.W. 6 EXTENDED FOOTING 41l SL.AD I W ' � � CUIR9 HEUi�Y `(AISIES REO=F. W/ 6'x6' WAXWIAO WU'T ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON WELL-r, "IPActED CLEAN -* - TERMITE TREATMENT SHALL EE CARE (7) b aN CHAIRS B AT GARAGE �� THI 7500 P81 • 7& DAYS BLAB W/!'' ,( t "\\ WgsHER T PLATE TO BLAB IW IDd . '_z ' \ BLAB REIrFORCED W/ OG MAXIT NAIL . 37' O.G. MAX \ i x e - WL4AUTA W1WM. • 4ME=T011 W/ 6'X6' WA UAoptPi N 6-MIL. VAPC r j R-COMPAGT7=p f KITEtdTTODE4,EAT RRAMNC•. (3) b REBAR ON IRS 2 D 2—STORY FOOTING AT L.B.W. Ib' O.G. MAX HEIGHT OF GARmE SECURE Bt O UV;'x6' VARIES WITH SLOPE M1CH i' R T' E)'R9ED. MIN • MA w 'EPpXY - FOR EXPANSION r NG REINFO FIR ON U RET RCNLL FILL TR m 4 FORA -CA AP 8 — (7) b REDAR L. B. W. W f UPLIFTB. W. W�UPLIFT V SCALE.�.'� 'STEMWAd_L TO BE MN. 3 COURSES W/ 6'X6' WL4XW.4 14 --n) b IIR=GM1R VERTICALLY W/ Cl POWRED CELL e' cm Z a NOTE, OPTIONAL USE op: CONCRETE CURB DEDE E GARAGE t3E WALLS TO TERMINED HY STUCCO BUILDER BY DIVISION. &TOP m cl HEIGHT VARIER w w 0 a 4' CONC. REINFORCED W/ 6'X6' WIAXWIA WIF OR FIEERME84 ON 6-MIL. VAPOR �- RETARDER ON WELL -COMPACTED CLEAN i • �. - FILL TERMITE TREATMENT TO BE BORA-CARE APPLIEP AT FRAMING. w2O7K 4' L (7) b RETRR ON CHAIRS � m m' a. o 1—STORY FOOTING @)__AAT�GAR��AG�E 0'-0' FIN. FLR_!�_ m '4 ' CONG. RER•FORCED W/ 61x6' WIAXWL4 In' W OR POWW ESI-1 ON 6-MIL. VALOR r OR W' z ER VEIL ON -COMPACTED CLE '^ FILL. ITE TREATMENT TO SE DORA- APPLIED AT F'RA1MINCL I1_8, (7) b RE CHAIRS D' MIN. *MG.Ro' 1—STORY FOOTING �r � AT L.B.W. (W/ NO —UPLIFT) 3 STAIR DETAIL �.. 1J SCALE: In'.1'_0: SCALE, HEIGHT OF GARAGE VARIES WITH SLOPE SECURE BOTLOM 81MPSON SP4 SECURE BT. MIN. • OG MA w kkw R T' EMBED. FOR EXPANSION N ° �� , CONG REINFORCED W/ 6'Xi' WL4XW,4 OR FIBERMEBH ON 6-MIL VAPOR z K� ER ON DELL -COMPACTED GLEA L FILL. ITE TREATMENT TO BE 6' ,4 4' BORA- APPLIED AT FRAMING. Z-0 (3) b RE CHAIRS GARAGE STEP—UP R2—STORY L.B.W. W/UPLIF—STORY L.B.W. W/ UPLIF �� SCALE:1/2'.I'-0' (1) IS Jill I Y W/ Cl CEL 0' cm z J • AARdne ;., ETERMINED BY DIVISION. STUCCO STOP KyHY VARIES a a , >z_ L l7 4' Cl REI•^OR—ED UV 6'X6' WL4>dLU OR HIMRMEBH IXN 6-MIL VAPOR ON WELL -COMPACTED GLEAN - r • FLL.'NF1l TREATMENT TO BE ° BORA- R`c APPLIED AT FRl a z 4" 8^ e' 4' r3) b REDA ON CHAIRS �o 2—STORY FOOTING 8 A AT GARAGE SCALE: I/2' = I'-0' z L 16. CIE TO GLAD W/ bd • 37' O.G. MAX W/ 6'X6' WIA Ill VAPC Ol C NT t0 BE AT FRAMIN4, (7) It. RETAR GHAIRe �1 GARAGE STEP—UP L.B.W.B. W. W/NO UPLIFTB. W. W/NO UPLIFT v� SCALE:I/2'=I'-O' =-�7Y4,,�V.AgL�XWAVWUM 9=:�7 6 1' RECESS FOR SGD. TRACK N FNIBH KLOOR w d, '% 1 O SLAB AT S. G. D. SCALES I'=I'-0' TIE VERTICAL ISBAR TO HORIZONTAL I>�®AR W/ l HOCK GROUTED DOND BEAM 14 NOT USED CKAND SEAL _ V, d 4. P'OI.Ill LNrEL Cl (rrPJ I SI PVGSLEEVE 1 NOT USED C I V C MU FILLEDCELL (TYPJ FOR GAB LONE7X WALL PillCMU to' PVC CHASE THR! FOOTING (4)h'XT'ANCHOR DOUR or (4))l �IR'DRYWALL I-BtORYJ-BOLl-8 MIN. IllEMBEDMENT W/ 21)C V8' (7) b REEAR ON CHARSWA& ER AND NUT SPACED EVEW_T Pull WOOD DACE 7-STORY FLOOR TO BOND BEAM. BET N JOINT6 (3) b MBAR ON GHAIRB PRIOR TO FILLING (SLEEVED ANCHOR IN SOLID POUR ACCEPTABLE RETROFIT) EXT. /INT. FRAME WALL TO 15 BLOCK WALL CONNECTION n `IP'ell OURCELI, LLYuvc�nc SCALE, W7'.I'-0' .c ENE RCtFORMB FOR Cm 16 GAS LINE THRU BLOCK �' GYP WL BD a cLEMOur SQUIRED [4 FOR INBPEGTION .., - z WOOD RASE E l d ry NOT USED I w 4' GONG„ Ill W/ 6'xb' WIA UL40 VAN 2 ON 6-MIL POLY ETHYLENE VAPOR q I RETARDER ON WELL -COMPACTED CLEAN 01-0' FIN. FLR L FILL TEl TREATMENT SHALL BE d a} I& a o 30RA-CARE 4 TIE VERrICAL ro roNrALBAR t (7) b RETRR a 1-STORY - - ° (3) b fill • 7-STORY - dtl WEAR W/ i0' HOOK a da OUTSIDE RETAR t0 DE 6' PVC CHASE THRU t:00ti G o CONTINUOUS ° ... f U b VERT. DOWEL ° LAPPW/ BOND ED BEAM IV ° (1) b Fell AT cOIRNE S Lp I-STOR7 W/ 78• LAP MIN. in U 4" 8" 4" (7) b REBAR ON CHAIRS 2'-I" MIN. LAP 2-STORY fill ON CHAIRS I_ _ HORIZONTAL/VERTICAL Y' PIPE THROUGH /_REINFORCING 1—STORY FOOTING �'-� ��-°� REBAR LAP AT FOOTING TYP. REBAR LAP W BLOCK WALLB C AT LINTEL CORNERS D ALL, EXTE]ZIOR F'OOTE]EZS AT SLA]B'S 70 BE M]C]L12" B]ET OW UN1DISTU]EZ7BE1a SOIL, �1NOT USED W/ w " 4 � a . RENF. W/ 6'x6' WIAbIIL40 USM -MIL POLY ETHYLENE VAPOR ARDER ON IMI I -COMPACTED GLEAN a FILL TERMITE TREATMENT SHALL BE CARS z d (7) is ON CHAIRS L .4• 4" 1 _e. GARAGE STEP—UP 2—STORY L.B.W. W NO UPLIFT @K��ENDEJ D FOOTING LE:R"®I'-0' RECE6e FOIa GARAGE DOOR w 4' Cl RE R.F. W/ 6'x6' WAXWIAO LLUM oN 6-MIL POLY MUYLENE VAPOR RETARDER ON -� TRREEATMENT8HALLAr-TED BE DORA--CARE 11E (V b Rl ON CHAIRS GARAGE DOOR FOOTING SCALE: I/J'.I'-0' a" `':1RIE8 31,3" (U gyp„ SHOWER RECESS FOOTER 0'-0' FN. KLR IE VERLIGAL 111l HORIZONTAL R W/ 10, HCOK m0 /HORIZONTAL/VERTICAL REINFORCING AT F BEARING CHANGE CONTROL DATE: 07/01/1; 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Ica. W O Env U A F A ti ELTHDIV'• de LOT: CREEKSIDE LOT 54 PROJECT¢ 04321.000 054R1 MODEL: 4EBB "1828—CALI" GARAGE ®'1MM. LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP C ARCHITECT.- TE OF FLOF D� 06/01/18 mcAT&m 1/4"=1'-0" NHEICT L� FIBERGLASS SHINGLE - OVER 030 FELT PAPEi INSTALLED PER FBCI RR905.1.1 ON a' Ozz SHEATHING OR I" CD: PLYWOOD 5EGURM PER FASTENE1 SCHEDUL PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY t0 MASONRY 1— STORY TRILLE0 : C 3/4° a, CMU 14' DRYWALL I'X4' OR I'XV P.T. NAILER Ix4 P.T. OR 9YX4' MIN. SECURE THRU FRAME t ❑ EXTEND 1-Y4 INTO BLOCK W/ V TAPCONS OR DRIVE PIN (MN. SHANK SIZE 145 MN. HEAD SITE 300 MIN. EMBEDMENT 144, WITHIN 6' OF EACH END t S' OL. MAX SPACING CASING DOORJAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 841M A6 NEEDED TO PLUMB JAMB (DO NOT L=xGEBO X') DOOR JAMB TO BLACK +9 4 OR +6/4 (1 WINDOW TO BLACK +3/ OR +6/4 eE ENERGY CODE FORMS FOR qSULATION R-VALUES GYPSUM BOARD OR i" HIGH TRENGTH CLG. BOARD 0NC, FILLED LINTEL BLK W/ (U i REBAR CONTINUOUS 'RECAST LINTEL -E ENERGY CODE FORMS FOR SULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U "5 REBAR VERTICALLY W/ GONG, POURED CELL Ix2 P.T. FURRING STRIPS a 16" O.G. s' CMU 1/2' GYP. WL, BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR 5zR905.1.1 ON W' O.S B. SHEATHINGS OR 4" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRUSS WEEP SGREEP (SEE DETAIL 5/D3) 2X(o P.T. SECURED TO MASONRY w/ 1/2"x9' A.B. w/ 2' DIA. WASHERS, -t' MIN. EMBEDMENT WITHIN 8" OF EA. END, 32' O.G. MAX IN FIELD. CONC. FILLED LINTEL BLK W/ (U 05 REBAR CONTINUOUS PRECAST LINTEL 5/8" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY !1) S REBAR- VERTICALLY W/ CONC. POURED CELL all CMU 2x4 BLOCKING BETWEEN TRU55ES At FIRST FIVE BAYS 4'-0' O.G. (AT SHEATHING SEAMS) STIFFBACK At ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) PRE-ENG WD. TRUSS 24" O.C. o.H. MAX. zq 1—STORY �o GABLE BLOCK 2 WALL SCALE: 3/4" =1' -0" 2X4w SECURE YO BLOCK W/'1V' 2X4w TAPCONS OR DRIVE PIN SECURE TO BLOCK W/ W&' (MIN, SHANK 6122 .145 TAPCONS OR DRIVE PIN MIN. HEAD SIZE 300 (MIN. 644ANK SITE .145 MIN. EMBEDMENT I Y49 MIN. HEAD SITE 300 WITHIN 8' OF EACH END t NOTE: STRUCTURAL 2X MUST BE IS O.G. MAX 6PAGINd, MIN. EMBEDMENT I Y41 WITHIN S' OF EACH END t NOTE: STRUCTURAL. 2X MUST BE ON OUTSIDE t SECURED THROI61-1 2X6= 18' O.C. MAX 6PACNG. ON OUTSIDE t SECURED NON-STRUCTURAL %' TAPCON SECURE TO BLOCK W/J-jls' MILL IA EMBEDMENT INTO 2Xb� THROUGH NON-STRUCTURAL'14' TAPC.CN MIN. 1-Y4' EMBEDMENT TAPCONS OR DRIVE PN BLOCK SECURE TO BLOCK INTO 15LOCK (MIN. SHANK SIZE .145 X W/2- TAPCONS OR UP MIN. HEAD SIZE 300 CHU I PN MIN. EMBEDMENT I Y4) ' DRYWALL (MIN. SHANK SITE .145 : q.My WITHIN 8' OF EACH END t 'X4' OR 1'X2' P.T. NAILER MIN. HEAD SIZE 300 1¢' DRYWALL 18' OL. MAX SPACINti'. ❑ MN. EMBEDMENT 114 ) WITHIN 8 OF EAGH END t 'X4' OR I'X2' P-T. NAILER 2X8m SECURE TO BLOCK W/J-% 7b' 0.5.8. X 4' MN. �' O.C. MAX SPACING. ❑ TAF'C.CNS OR DRIVE PIN DOOR CAGING 2XBm (MIN. SHANK SIZE .145 SECUFm TO BLOCK wa-Vol DOOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW TAPCONS OR DRIVE PIN MIN. EMBEDMENT 1 49 ATTACH TO 2X PER (MIN. SHANK SIZE .145 DOOR JAMB OR WINDOW WITHIN 8' OF EACH END t MAWXPACTURES DETAILS. MIN. HEAD SIZE .900A AttAGH TO 2X PER IS' O.G. MAX SPACING MIN. EMBEDMENT I Y4) MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB WITHN S' OF EACH END 4/ 18' OZ. MAX SPACING. ATE, SHIM AS NEEDED TO PLWMB JAMB (DO NOT E> n A') JAMB (DO NOT EXCEEDY4) DOOR JAMB TO BLOCK +1-I5 DOOR JAMB TO BLACK +S" C WINDOW TO BLACK +1-15 6 n WINDOW TO HTACK +5 2x4m 2x4 RAT RUN SECURED W/ (2)12 C2) 12d'6 ®EAGH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/8" GYPSUM BOARD OR 1/211 HIGH STRENGTH CLG. BOARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE-GASt CONC. SILL Ix2 P.T. FURRING STRIPS a 24" O.G. 1/2" GYP. WL. BD. WOOD BASE 2x4® SECURE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN (MIN. SHANK 612E .145 MIN. HEAD SITE 300 MIN. EMBEDMENT I Y4') NOTE: STRUCTURAL 2X MUST BE WITHIN D' OF EACH END t ON OUTSIDE t SECURED IS' O.C. MAX SPACING. THROUGH NON-STRUCTURAL 34' 2X6:m TAPCON MIN. I Y4 EMBEDMENT 6ECURE TO BLOCK INTO 15LOCK WA-114' TAPCONS OR DRIVE PIN (MN. SHANK SIZE J45' CMU MIN. HEAD SITE 300 MIN. EMSEDMENT I Y4) 'DRYWALL WITHIN 8' oR EAGH END t 'X4' OR I'X2' PT. NAILER Is' OZ. MAX 5PACIWx El 2X6® 74' OAS. X 4' MIN. SECURE TO BLOCK WA-114' TAPCONS OR DRIVE PN DOOR C.ABNG (MIN. SHANK SItE .148 DOOR JAMB OR WINDOW MIN. HEAD 512E 300 ATTACH TO 2X PER MIN. EMBEDMENT I Y4) MANUFACTURES DETAILS. WITHN 8. OF EACH END 4 NOTE, SHIM AS NEEDED TO PLUMB 18' O.G. MAX SPACING. JAMB (DO NOT EXCEED Ys') DOOR JAMB TO BLACK +3-7/16" WINDOW TO BLACK +3-7/16" SCALE: 2X4,H 2X4:e1 SECURE TO BLOCK W/ V 2x4m SECURE SECURE r0 W/ �4' SITE VB PIN SECUREBLOCK VS OR DRIVE PIN' TAPC.ONS DIQ DRIVE �N R DRIVE (MIN, CO NS OR PIN (MIN. SHANK SIZE .145 (MIN. SHANK SITE .K5 MIN. HEAD 8IZE 300 (MIN. 614ANK SIZE .146 MIN. HEAD SITE 300 MIN. HEAD 812E 300 MIN. EMBEDMENT I Y4) WITHIN MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4) WITHIN 8' OF EACH END t 18' O.C. MN. EMBEDMENT I Y41 WITHIN O 8' OF EACH END t 18' O.C. MAX SPACNG. NOTE: STRUCTURAL 2X MUST MN. EMI3EOMENT I Y4 ) WfTHN 6' OF EACH END t NOTE: STRUCTURAL 2X MUST MAX SPACING. 8' MAXEACH END t 18' X SPACINGS. NOTE: STRUCTURAL 2X MUST 2X*Pm BE ON OUTSIDE / SECURED 18' OL. MAX SPACNG. BE ON OUTSIDE t SECURED 7X6+:ss 2X6® BE ON OUTSIDE t SECURED SECURE TO BLO.^.IC THROUGH NON-STRUCTURAL 2X6 THROUGH NON-STRUCTURAL TO BLOCK ECTAPCONS SSEAPCONS T�� $ OR To 4' N MIN. I-Ys' DPIN OR DRIVE PNW6, % �N�N. I DRIB, P EMBEDMENTTIN 01 B4LOCK TAAPGONS OR pRcul;E IW pfN EMISEDMEN7 INTO BLOCK EMBEDMENT (MIN. SHA)1C SITE J45 (MIN. SHANK SITE .148 kT1BEDFIEMlT INTO Mom (MIN. SHANK SIZE .145 (MIN. SHANK SITE J48 MIN. HEAD SIZE 300 MIN. HEAD SIRE 300 MIN. HEAD SITE 300 8, GI"N MN. HEAD SITE 300 MIN. EMBEDMENT I V) MIN. EMBEDMENT I Y4) WITHN S, U'Ri MIN. EMBEDMENT I Y4) 15' DRYWALL MIN. EMSEDMt=.Nt I Ya') 8' CMU WITHIN S'OF EACH END t 6' CMU 8' OF EACH END t IS, O.C. DRrWA'L— WITHIN 8' OF EACH END ❑ PX4' OR I'X2' P.T. NAILER WITHIN V OK EAGH END t )p DRYWALL 18' OL. MAX SPAGINCx 1Q DRYWALL MAX SPACING. ❑ 1'X4' OR I'X2' P.T. NAILER t 18' O.C. MAX SPACNG. 2X8m ND 2X SEC2JRE YO 7�>�MAX SPACING. ❑ I'X4' OR i'X2' P.T. NAILER 2XB:m SECURE TO BLOCK W/t- ❑ 1'X4' OR PX2' P.T. NAILER OOR GABMYs 2XBm SECURE TO BLOC'UK W/J-' C:ABNfs SECURE TO BLOCK BTRJCTURAL MEMBER a- OF EACH SECURE TO BLOCK UVI-1/4' ' P.T. X 4' MN. TAPCONS OR DRIVE PIN TAPCONB OR DRIVE PN W/2-7fr TAPC:ONS CAR DRIVVEE PN ET1D 621 'UT018' O.G. MAX tAP("ONS OIR DRIVE PIN OOR CASING 0"WNL SHANK SITE .145 MIN. HEAD SIZE 300 POOR JAMB OR WINDOW (MIN. SHANK SIZE .148 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW (MIN. SHANK SIZE .145 OCR CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW WITHN ATTACH TO 2X PER MIN. EMBEDMENT I Ys') wIYHI 1TACP t0 2X PER MIN. HEAD SITE 300 MIN. EMBEDMENT I Ys') DOOR JAMB OR WINDOW TTAC44 TO 2X PER MIN. EMBEDMENT I Ys') ATTACH TO 2X PER 8'I OF EACH ENDT 18' O:C. MANUFACTURER DETAILS. V OF EACH END t 10' O.G MAX SPACING. MANUFACTURES DETAILS. WITHIN 8 OF EACH END t MANIFACTURES DETAILS. WITHIN a, OF EACH END t 18' O.G. MAX SPADING. *WPACTURES DETAILS. MAX SPACING. SHIM AS NEEDED TO PLUMB NOTE, SWIM AS NEEDED TO PLUMB 18' O.G. MAX BPAGINCs. NOTE, SHIN AS NEEDED TO PLUMB NOTE: 6HIM AS NEEDED TO PLUMS JAMB !DO NOT EXGED Ys') JM'IB (DO NOT EXCEED Y4) JAMB (DO NOT EXCEED Y41 JAMB (DO NOT EXCEED Y4) I -A t, I'X4' OR I'X2' P.T. NAILER IX4 P.T. OR 9'4X4' MIN. SECURE rHRU FRAME t EXTEND I Y4 INTO BLOCK W/ V TAPCCNS OR DRIVE PIN ❑(MIN. SHAW SIZE J46 fMX HEAD SITE 300 MIN. EMBEDMENT 1-4' WITHIN W OF EACH END t 18' O.C. MAX SPACING} ZDOOR CASING DOOR JAMS OR WINDOW ATTACH TO IX PER MANLPACTURES DETAILS. NOTE, BRIM A8 NEEDED TO PLU I-0 JAMB (DO NOT EXCEED Y4) DOOR JAMB TO BLACK +3/4 OR +5/4 Tr07 TO BLACK +3/4 OR +6/4 DOOR JAMB TO BLACK +1-1/2" DOOR 7kM® TO BLOCK +2 1/} DOOR JAM® TO BLOCK +9 DOOR JAMB TO BLACK +3 3/4' v B WIRDOW TO BLACK +1-1 D WINDOW TO BLOCK +2 1 4 (i1 WINDOW TO BLOCK +3" /� WINDOW TO BLOCK +9 9/4" ''' ` SCALE, 3/5'=1'-0' �l 8C:ALE: 3/8'=I'-0, m FASTENER SCHEC>ULE J ROOF DIAPHRAGM NAIL REQUIREMENTS TOP CORD BLOCKING At 4' W' USE 1/I6' OSM. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.G. AT SUPPORTED PANEL EDGES AND MB RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS • 4' O.G O.G. MAX IN FIRST 2 FRAMING NOTE - ®' SPACES AT EACH END. , TYP. EXt. SHEATHING ATTACHMENT SPACES 0i RAFTER OR TRUSS FOR SHEAR UPLIFT (OSB. TO BE STRUCTURAL N° GRADE) CONNECTORS FROM STUD TO PLATE ARE z ROOF SHEATHS NOT REQUIRED EXCEPT • OPENINGS EXTERIOR SHEATHING NOTE: NAILS TO BE MFG. BY MEMBER or INT. USE 1/2' CDX OR 1/I6' 065 PLY WITH •8 RING SHANK GUN NAILS AT 6' STAPLE, NAIL < TOOL A OCIATION OC. A7 PANEL SIDES AND 08 BRINGS SHANK GUN NAILS 4' OG. TOP L 0.113 INCH NOMINAL SHANK DIAMETER BOTTOM PANEL AND % RING SHANK GUN NAILS AT 6' O.C. AT 2. RING DIAMETER OF 0sa12 OVER SHANK DIAMETER INTERMEDIATE SUPPORTS OR 1/I6' TIP SHEATHING SYSTEM 3.16 TO 20 RINGS PER INCH (INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 0.280 INCH FULL ROUND HEAD DIAMETER NOTE: -RING SHANK GUN NAILS SHALL BE PERMITTED AS AN 5. 2 INCH NAIL LENGTH ACCEPTABLE FASTENER FROM ANY MANUFACTURER -ROOF DESIGN PRESSURE BASED ON WORST CASE SU!E HEAD j LENGTH I DIA ITENZILE 5TR 8d ROUNDMODIFIED 11/8' .113 1 I10fd00 OR T 1 10d D1`TODIFIED RO 2 1/8' .128 IT0000 TT P {1 -' ROOF SHEAT4 41NG LAYOUT AND ENDWALL BRACING SCENARIO FOR ZONE 3 FOR GA5LE END ERR-TING O ;� „ l -- L�11 NONE___. �� - r "8 RING SHANK GUN N41LS "a 4" oc TOP a EOTTON EDGES FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RR905.1.1 ON J" O,S.B. SI-4EAtl LING OR J" GDX PLYWOOD SECURED PER FASTENER SCHEDULE ox MTL. DRIP EDGE - 2x4 OR 6 FASCIA PER - ELEVATIONS VENTED A M. SOFFIT - STIF�BAC T ALL - UPRIGHTS OVER '-10, HIGH (SEE SEALED G. FOR SIZE E CONDITIO O.S.B. SHEATHING OR i" CD PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET P2 OR'1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) -1/8' THICK, 3 COAT PORTLAND- CEMENT PLASTER OVER EXPANDED GALVT) METAL LATH ON FORTIFIBER JUMBOTEX GRADE "D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED (SEE DETAIL t/WA2- SECURE GABLE TO 2x6 P.t. —� PLATE W/ 12d's 8" O.C. MAX SECURE 2x6 PT. PLATE TO BL / }'x9' ANCHOR BOLL W/ 2" W ER SET IN SIMPSON HIGH St NGTH EPDXY 7' EMBED. MIN 32" OC 4 MAX. I THICK, 3 CO PORTLAND CEMENT PL46TER APPLIED ull DIREC Y TO MASONRY z D 1— ORY GABLE VAULT CLG. LOCK WALL SCALE: 3/411=1' -La" 2X6 P.T. SECURED TO MASONRY w/ 1/2'x9" AM, w/ 2' DIA. WASHERS, 1' MIN. EMBBEDMENT WITHIN 8" OF EA. END, 32' O.G. MAX IN FIELD. u N u 0 P 0 19 08 2' DECK SCREWS 6 6'-8' O.G. MAX a EDGES 4 12' O.C. MAX IN FIELp. UNTHREADEp 'SHANK TO EXTEND BEYOND' THICKNESS OF 5115-FLOOR SHEATHING TYP. 3/4' T4G SUB -FLOOR PECKING GLUED TO ALL EXPOSED MEMBERS 2x4 BLOCKING METWEEN TRUSSES WHERE "X BRACING IS PRESENT 'PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED (2) 12d's ® EAGH TRUSS TO BE INSTALLED a MID. IN- TO TRUSS SPAN, OR 10'- " O.C. MAX. SEE ENERGY C E FORMS FOR INSULATION R- ALUES " GYPSUM OARP OR i" HIGH STRENGt CLG. BOARD x4 0 24" O.C. ® INTERIOR KNEE WALL GONG. FILLED LINTEL BLK W/ (I) wo REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U +5 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS a 16" O.C. i " GYP. WL. BD. A NOTE: PER F5CR Rc3O5.1.1 - FOR ROOF SLO S 2:12 TO LESS THAN 4,12, A (2) LAYER UNDERLA\ENT SYSTEM IS REQUIRED. FOR ROOF SLOP 4.12 OR GREATER, (1) LAYER UNDERLAPERMITTED BUT MUST BE PER ASTM DII, ASTM D 4869 TYPE IV, OR ASTM D 615t IX4 DIAGONAL BTM. .40 CHORD BRACING. SEE PLAN FOR LOCATION PRE-ENG'D WOOD TRUSS (TYP) a 2411 O.G. MAX SIMPSON d BETA-16 (TYP) VERIFY W/ TRUSS PLAN CONC. POURED LINTEL COURSE IX4 SYP LATERAL RE-INFORCING 36" O.C. MAX s TRUSS $TM. CHORD, SECURE W/(3) 10d NAILS w EA. TRUSS CHORD GABLE END BRACING E: 1/2"=1'-0 `08 RING SPANK GUN NAILS ® 6" O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF 5HEATHING (OSB. TO BE STRUCTURAL GRADE) 1441 N. RONALD REAGAN Ell LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w U w ti 0. W A h alxmnrv. as LoT: CREEKSIDE LOT 54 PROJECT# 04321.000 054R1 alsODIM 4EBB "1828-C�rA*�LI�t" rGARAGE B IING: LEFT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP C ARCHITECT: STATE OF FLORIDA Dp.• 06/01/18 8CAl 1/4"=1'-0" 8HZET 1)2 IBERGLASS SHINGLES VER 030 FELT PAPER I STALLED PER FBCR 2x4 BLOCKING BET N 05.1.1 ON J" O.S.B. TRUSSES AT FIRST ( Ff RGLASS SHINGLES OVER PROVIDE EAVE 5H ATHING OR ill CDX BAYS 4'-O' O.C. (A 030 FELT PAPER (OR BAFFLE OVER THE TOP P YWOOD SECURED F=IBE LA58 SHINGLES OVER SHEATHING SEAMS APP OVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER SCHEDULE D EMBED. STRA °30 LT PAPER INSTALLED O.5•5• HEATI-IINCz OR �" CDX CLEAR VENTILATION VERIFY W/ T 55 PIE FBCR RR905.1.1 ON J� PL OOD SECURED PER PER FBEG R402.2.3 PRE- NG WO. TRUSS PLAN O.S.B. EATHINCx OR i" CDX F STENER SCHEDULE 24" O.C. MAX. PLY 00 SECURED PER F TENER SCHEDULE PRE-ENG TRU55 ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. MTL. RIP EDGE SEE ENERGY CODE ORMS MTL. P IP EDGE TT F. PRE-ENG D. TRUSS TL. DRIP EDGE SEE ENERG r COD FORMS SPECS.) OR FOR INSULATION R ALUE5 O.H. 2X4 OR 2X6 ASCIA 24 O.C. X. 2x4 OR x6 SUB -BAND FOR INSULATION -VALUES. WOOD SHEATHINGS 2X4 OR 2 FASCIA PER EL VATIONS 5/8" GYPSUM BO OR I/2° HIGH STRENGTH LG. BOARD PER ELEV TIONs PE ELEVATIONS $" GYPSUM BO D OR WR5 LAYER 01, POUBLE TOP P ATE VENTED ALUM. s It CONY. 2x4 RAT N SECURED W/ l2) 12d's s CH TRUSS VENTED UM. SOFFIT I-IICsI� STRENCxt CLCx. STUCCO WRAP 02, VENTED ALUM. OFFIt �" i rP. WINDOW HEAD R SIZE VARIES SEE ENERGY ODE FORMS FOR BOARD WRB LAYER FORTIFIBER E BUILDNG PAPER o.H. PER WINDOW PENING SEE I/2" CDX OR 1/16" 5B SECURE to WALL P R INSULATION -VALUES 1,000 UPLfi=T SIMiPSON I METAL LATH HEADER SP N CHART FOR FASTENER SCHEDUL 5/8" GYPS BOARD OR ONNECTOR I FASTEN TO WOOD STRUCTURAL I/2" GpX OR �/16" SB SECURE TO WALL pIEtAILs ON SHEET D I/2 HIGH RENGTH GLG. 2 5 rf= "2 2X8 STU MEMBER � �' OZ. MAX -1/8, TEXTURED R FASTENER SGHEDU WINDOW A TAGHMIENt AS PER OR 1/16' ZIP BOARD D TOP �M'ISYPE ON SHEET p MANUFA URES SPECIFICATIONS SHEATHING SYSTEM DOUBL TOP PLATE WINDO HEADER SIZE VARIES PLA E CONTROL JOINT OR 1/I6" ZI SHEATHING SYSTEM WINDOW ILL (INSTALLED PER MANUF. SPECS.) PER NDOW OPENING SEE FRAME TO BLOCK CONNECTION SEE DETAIL (INSTALLED PER 2x6 ST pS ® 16' O.G. MAX W/ HE ER SPAN CHART FOR ZIP 5{� tl-{INCH 15/DI MANUF. SPECS.) INSUL. SEE IENIERGY CODE Fo FOR INSULATION DE ILS SYSTEM NSTALLED RY WALL s' METAL LATH STRIP �: " 1/8" THICK, 3 COAT v LUES WI OW ATTACHMENT AS PER NUFACTURES SPECIFICATIONS PER MAN SPECS.) DIA ANCHOR BOLT 6' WIDE STRIP SELF z. FL s, CLEAN CEMENT PLASTER t G SUBFLOORGLUED AND i/8" THICK, 3 GOAT CEMENT PLASTER INDOW SILL OR WALL AT 16" O.C. MAX WITH 7°MASONRY EMBEDMENT AND 2" MASONRYADHESIVE BEFOG APPLYING: =ORE APPLIED TO METAL LATH OVER 2 LAYERS REWED AS PER FASTENER HEDULE ON 5HEET D2 APPLIED to METAL 2xro STUDS A 16" O.G. MAX W/ SHEATHING DIA. WASHER "^ FNISH�MAS�IRY OF GRADE V" LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE 8' cmBUILDING PAPER OR OF GRADE "D' FOR`15 FOR INSULATION 2x8 5YP 02 51MPSON 5P1 PAPER BACKED LATH BUILDING PAPER OR R-VALUES WOOD STUDS m EA. 2X8 OVER AN APPROVED PAPER BACKED LATH ' T 4 G SUBFLOOR GLUED AND SCREWED AT 12" O.C. MAX STUD VERTICAL CONTROL HOUSE WRAP OVER AN APPROVED HOUSE WRAP AS PER FASTENER SCHEDULE ON SHEET D2 BETWEEN DISSIMILAR \' o SOLE PLATE A Cu COURSE T1E-5EAM ATERIALS �/ v" POURED SOLID WITHSCALE: /p DETAIL -t5nuA2 PRE-ENG FLOOR TRUSS z CONCRETE. CIJ "a N.T.S. (INSTALL PER MFG. SPECS.) to Z O Q REBAR 1-HORIZONTALLY GONG. FILLED LINTEL" BLK w/ ru "5 REBAR GYPSUM BOARD OR J" HIGH STRENGTH CLG. BOARD DETAIL 'TB/WA2 WEEP SCREED PER PRECAST LINTEL T e SUBFLOOR CLUED ND SCREWED AS PER CONTINUOUS O .; IX2 NAILER/PRAFT STOP j �. PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) � ASTM 926-C E 1063-G (SEE DETAIL 2/D3 Q WINDOW ATTACHMENT AS I A511 NER SCHEDULE ON SHEET D2 "GYPSUM BOARD OR �" z Lu PER MANUFAGTURE5 SEE IENIERGY CODE FOR`18 FOR INSULATION R-VALUES HIGH STRENGTH CLG. BOARD IX2 NAILER/DRAFT STOP U4 U UO SPECIFICATIONS FASTEN 2X4 BBON CMU) W/ (8) 12d N 5 A PRECAST LINTEL T z it REBAR m 16 PRECAST SILL l CONC. FILLED LINTEL BLK W/ Z O.C. MAX, IN PREEN OR 55 WI OW ATTACHMENT A5 PER REBAR CONTINUOUS Lu TCONCRETE (INSTALL G 5/8' THICK, 3 COAT MA FACTURES SPECIFICATIONS EE ENERGY CODE FORMS (Y/ O POURED G L, 2 P.T. FURRING STRIPS PORTLAND CEMENT PRE AST CONCRETE SILL R INSULATION R-VALUES O VERIFY P m 16" O.G. G©NC. F I EL BLK W/ PLASTER APPLIED P CAST LINTEL LL II PLAN. 8 MU C1 B CONTINUOUS DIRECTLY TO MA50NR () A VERTICALLY I "5 B R W/ CON POURED CELL WIND ATTACHMENT AS PER MANUF CTURES SPECIFICATIONS Z 0 R-4.1 1/2' YP. WL. BD. IBBO N - 5/8" THICK, 3 OAT 0 U IN CATION Ix2 P.T.FLL RING PORTLAND MENT PRE-C T CONCRETE SILL Cu 4 NTINUOUS REBAR FASTENINGDIET STRIPS a ° O.C, PLASTER LIED WOOD SE �j 8 CMU DI TLY TO 1 ((1)"5 REB R VERTICALLY <[ SCALE: 3/4"=1'-O" 1/2" GYP. WL. D. ASONRY w/ GONG. P RED CELL D [Q Z llll 04 RE15A 48" LONGS Q WOOD BASE I( Ix2 P.T. FURR G -4 (K (L p W/6" HOOK m 24" O.G., z ? I � 0 -0 STRIPS m 24" G. O _ r MIN. 24" INS B R0o tRuss uPLIFT 0 — F p FIN_ FLR. all CMU CL _ 0 2'-0" (MIN. CONNECTOR NOT 0 I ln" GYP. WL. BD. �0 0 IN 5J_AB) CLARITY (SEE SEE : Z WOOD BASE •�I SHOP DWGB� — FLR Z g.a W LL I a 3 1/2" GONG., REI W/ 6"x6" a WI.4XWI.40 WWM ON -MIL EXTERIOR WALL C TIO N —� POLY ETHYLENE V FOR SHEATHING (SEE NOTES) 2—STORY —STORY OOD RETARDER ON FASTEN EACH STUD TO DBL. TOP PLATE W/ NAIL WELL -COMPACTED CC: AN PER MANUF. SPECS. R M NUI=. WALL WALL �; ,' FRAME TO G G FILL TERMITE TREATME T SECTION S EC TIO N LOCK 0 WALL n ® -�_(3) SHALL BE BORA-CARE SECTION AT TOP B 05 REBAR CONTINUO OF EXTERIOR WALL SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" ON CHAIRS SCALE: Nt8 FIBERGLASS SHINGLES PRj=-_IENG GABLE TRUSS FIBERGLASS SHINGLES OVER W30 FELT PAPER VER 030 FELT PAPER PRE -ENG GABLE TRUSSACK NOTE: INSTALLED PER FBCR ON OSB. SPF STIFFB(SEE SEALD TRUSS ALLIED PER FBCR RR9 ION " O.SB. 5PF STIFFBACK (SEE SEALD TRUSS DIAGON ACE a XTERIOR WALL STUDS + PLACE STRAPS SPACED WALL SHEATHING1 AND FASTENED AS RR905.1.1 SHEATHING OR } CDX ENG. PACK FOR SIZE t CONNECTION) SHEATH( CDX ENG. PACK FOR SIZE CONNECTION) GIENt OF TRUSS SHOWN ADDITIONAL WITH ONE At PLYWOOD SECURED 2x4 SPF BLOCKING BETWEEN PLYWOOD S RED 2x4 SPF BLOCKING BETWEEN S OR HIGHEST FASTEN STUD O BLOCK WALL EACH WINDOW STUD WITH USP MST STRAP WITH PER FASTENER tRU551pS At FIRST (5) BAYS 4 -0 PER FASTIE TRUSSES At FIRST (5) BAYS 4'-0" IDLE. DIAGONAL FASTENERS AS . INSTALL SCHEDULE O.G. (AT SHEATHING SEAMS) SCHEDULE O.G. (AT SHEATHING SEAMS) BRACE TO BE 6 ANY STRAP • EA E UN.0) i n Od corrlON NAILS CO NAILS NOTE: MTL. DRIP EDGE SPAN 15'-0' OR GREATER. REFER t0 SPACE STRAPS AS F -1'10 MPH 'c', 32 oWB, t TUD ( DIA X I ) MTL. DRIP EDGE DIAGONAL BRACE 0 PRE-ENG W . tR SS 24' CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA PER ELEVATIONS TRUSS 24 TRUSS ENG. FOR ADDITIONAL 60 160 MPH 'c': 32' -ISO MPH 'B': 4e' OC. STRAPS INSTALLED OC. OVER WALL SHEATHINGS 2X4 OR 2Xro FASCIA O.G. MAX. HIGHEST RIDGE. DIAGONAL BRACE t0 BE ®ANT SPAN SECURED W/ (3) 12d "^ HORIZONTAL TRUSS -140 MPH STUD WALL 'C'48' TOP OF O.c. PER ELEVATIONS 15'-O" OR GREATER REFER NAILS REINFORCEMENT. SOLE PLATE- SECURED W/ (3)12d SECURE TO TO TRUSS ENG. FOR SEE FASTENER SECURE TO 0'-0' TO 30'-0" (1) y FILL ALL REMAINING STRAP HOLES W/ 10d NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL SGHEpLLLE ON SHEET TRUSS W/ X_5RACE WOOD BACKING 1/2" CDX OR '1/16" 055 (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1" TO ro0'-0" (3) °� SECURE t0 WALL PER NAILS 0'-0" TO 30'-0" (l) FASTENER PATTERN I/2" CDX OR 7/I6" OSB NAI X-BRACE (I) X-BRACE DO NOT PLACE SCREW IN 0000 TOP HOLE NEAREST TO TOP FASTENER SCHEDULE SHEET D2 X-BRACE SECURE TO WALL PER a CENTER AND (2) MSOvRY WALL OF CMU BLOCK WALL ZIPON SHEATHING 30'-1" To 60'-0" (3) X-BRACE (1) X-BRACE FASTENER SCHEDULE ON SHEET Da BRACE DIVIDED IEQUALY FROM CENTERIL � CONNECT BOTTOM OF STRAP T CMU BLOCK WALL TEM INS SYSTEM SYSTEM (INSTALLED PER MANUF. SPECS.) x - _ m CENTER AND (2) OR 1/16" ZIP SHEATHING to END W/ (1) 3/14' DIA. x 1-1/4' TAPCON MASONRY WEEP SCREED, SEE BRACE DIVIDED CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER SYSTEM (INSTALLED PER ANUR SPECS.) CONT. 2x4 SPF RAT RUN SECURED 2—STORY `"��`°°""`L _II $ `� DETAIL 15, SHEET WA2 (2) 12d'e EACH TRUSS t0 END 2X4 W/ 3/8" X 5 LAG l2J 12d e EACH TRUSS ABLE END 2X6 P.T. SECURE W/ ANCHOR (2) 2x4 02 S.Y.P. DIAGONAL i3RACE W/ GABLE 1032" O.G. MAX. O (2) 2x4 P2 S.Y.P. DIAGONAL BRACE W/ (3) 12d's ® EACH TRUSS DIAGONAL �+ C S 1/2'X9" BOLT 32" O.C. MAX. NAIL (3) 12d's o EACH TRUSS DIAGONAL X-BRAGI4NG TO COVER 5-TRUSSES X—BRACING SIMPSON Mst m 32' MAX. X-BRACING To COVER 5-TRUSSES BRA XTERIOR STUD WALL CONNECTIO GABLE TO 2X6 5/8 GYP6LLM BOARD OR I/2 HIGH " D OP PLATE 5/8' GYPSUM BOARD OR 1/2" HIGH TO FIRST FLOOR MASONRY WALL W/ 12d NAILS roll O.G. STRENGTH GLG. BOARD SCALE: 3/4"=1'-0" " 2X D I6 O.C. MAX. STRENGTH GLG. BOARD SCALE: 3/4" _ - " `3 $GALE: NTS MAX. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W U w 0 0. w A F A Btmlorv. da LOT: CREEKSIDE LOT 54 PROJECT# 04321.000 054R1 MODEL4 4EBB "1828—CALI" CtARAGE 8Wn4GF: LEFT PAGE: SHINGLE MONO. 2—STORY WALL QSECTIONS & NOTES 160 MPH EXP C ARCHITECT: STATE OF FLORIDA c�r`�s fit; ND A. ABOUCHACRA AR NO 93723 06/01/18 SCALE: 1/4"=1'—O" 1