The URL can be used to link to this page

Home My WebLink AboutBUILDING PLANS PAGE 1-15• STATE OF FLORIDA CERTIFIED BUILDING CONTRACTOR: D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 REVIEW BY Ix.3. CONTRACT DOCUMENTS. I: RTA 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 INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN PTEN/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. b ( 2 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: -FLORIDA BUILDING CODE RESIDENTIAL (FBCR) 2017, 6th EDITION -FLORIDA FIRE PREVENTION CODE 6TH EDITION -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 - Vult=160 MPH Vasd=124 MPH • EXPOSURE - C 1-STORY RESIDENCE - • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.1S LIVING 1,-t68 SQ.1=T. GARAGE 432 SQ. ET. ENTRY' 38 SQ. ;=T. LANAI 80 SQ. ET. TOTAL 2,318 SQ. i=T. A/C VOLUME 15322.E ABBREVIATIONS ABV. ABOVE LAY. LAVATORY A/C AIR CONDITIONING LUX. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE M. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD, BOARD MID. MOUNTED CL CENTER LINE MTL. METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC. CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC TILE PLT. PLATE D. DRYER PLYWD. PLYWOOD DBL. DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. RISER DIM. DIMENSION BAD, RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL. DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SHWR. SHOVER EXIT. EXHAUST SDd, SIMILAR EXT. EXTERIOR SL. SLIDING F.G./FX . FIXED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINLSH SWS SHEAR WALL FLR. FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FIG. FOOTING THE THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR, DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND —FAULT CIRCUIT 7YP_ TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL, GLASS OTHERWISE GYP. BD, GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER HEATER INT. INTERIOR W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl-COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN PG 1B-LINTEL SCHEDULE PG 1B.1-SAFE LOAD TABLES PG 2 -FLOOR PLAN PG 3C-ELEVATIONS $V) PG 4C-FRAMING PLAN PG 4.2-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG 6- HVAC PLAN PG Dl-FOUNDATION DETAILS/SECTIONS PG D2-WALL SECTIONS & DETAILS PG D3-WALL SECTIONS PG D4-MISC. DETAILS PG D5-PRODUCT APPROVALS PG WA1-WALL ASSEMBLY DETAILS PG WA2-WALL ASSEMBLY DETAILS PG WA3-WALL ASSEMBLY DETAILS PG WA4-WALL ASSEMBLY DETAILS PG WA5-WALL ASSEMBLY DETAILS PG WA6-WALL ASSEMBLY DETAILS V U W J J� at. Lucie Court,; 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W U N' O yF W U W A F a CF 9CREEKSIDE LOT8 T: 04321.000 038R1 MODEL: 4EAB "1672—ARIA" GARAGIE OMMO: RIGHT PAGE: COVER PAGE 160 MPH EXP. C ARCHITECT: (STATE OF FLORIDA 14a� 3 DA�T3E: 05/27/18 DCAI.Z: 1/4"=1'-0" ��' 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 30 II. ATTICS W/STORAGE 20 III. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B. FLOOR DEAD LOADS R301.4 15 (PSF) C. ROOF LIVE LOADS R301.6 ** I. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6OF 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 VULT=160 MPH, VASD=124 MPH II. EXPOSURE CATEGORY C III. WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS ±0.18 V. RISK CATEGORY I I 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..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 FBCR 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 Ime71CL`Ce3: 11100]DO 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 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 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 518-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN/2-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 FORALL 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. ALL BACKFILL AT STRUCTURES, SLABS, STEPS: AND PP ,-E'AENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATfONS. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0" BEYONDNEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROLSOIL 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 TH LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODIQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON $'ROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED 3/4" 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. .1. r,Ir.T.1.1.1VA 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 UNITSSHALL BE GRADE'IN" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1 lb, 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 SIN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/, INCH AND NOT MORE THAN 3/< INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606 211 OF THE FBCR 6TH EDITION (2017) L. /'ll /-' II IL LIVVIIVLLI\LV YYVVV/"VVVVIlII IVIV . 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 7116" 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 CEMENT ITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED'/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING SYSTEM. 12, MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 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 U360. 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 TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 3. CONDENSATION LINES SHALL BE MINIMUM 3/4" PVC (SCHEDULE 40), INSULATED WITH'/" 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 WI A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM Al85. 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 EXTERFOR FINISHES SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER THROUGHOUT THE HEIGHT OF THE WALL; WITH LAP SPLICES OF AT LEAST 25". 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. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.7OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH-3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/" D. BEAMS, COLUMNS: j I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 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 - 1 1A 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) . 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w U w 0 U w a F A h 8tT=m ae LOT: CREEKSIDE LOT #38 PaodECT* 04321.000 038R1 MODEL: 4EAB "1672- ARIA" CtARAGE SWnfC . RIGHT PAGE: GENERAL NOTES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA np� 05/27/18 SCALE: 1/4"=1' - 0'° SIB ST GN 1 2' V.T.R. 1 1/2" �\ r2" j� 1 1/2° I I�"� I I z" I I 1 1/2 ° I TU5 I ILAV Wc. 2' 3" 3" KItGI-4EN V SINK W/ AUTO VENT 2 V.T.R. rll� Iln° 211 �2° I 11/2"-1 1/2° 11/2° �� I 2„ I I/2 1 1 1 1/2°-----—� 2" II 2 I 11/2" I WASHER 1'I LAv. I LAv. k SHWR 1 3° TO MAIN 411 3" 3 PLUMBING RISER DIAGRAM 4'-2" 0'-O" 24'-4" 4 D1 24'X24"XI2" CONC. PAD W/3-"5 BARS E.W. ON CI -LAIRS MIN. 3" COVER (TYP. 2) 20'-4" 4 4 � -- GONG. iAp D1 SLAB EXTEND END OF PVC CHASE UP 12" A50VE 4' CONIC. W CON::), GONG. AID COND. SLAB pl 3 I/2" O(L I I m i Q pl v. / 10 EXTEND DI I SLA511/2' ■ SECURE STRAP TO UNIT W/ (2) #5xl 1/4 SHT MTL SCREWS SIMPSON W5 ROLL STRAP OR EQUAL SECURE STRAP TO CONC. W/ (2)-3/16'X2" Kl TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAD o 12" FROM STRUCTURE I 19, ■ 4" PVC / CHASE o'-0" ELEv. PIN. CONC. SLAB 1(E)1-011 4" GONG., REINF. W/ 6"x6" F- ■ WI.4xWI.4 WWI" I ON ro-MIL POLY- I ETHYLENE VAPOR RETARDER L ON WELL -COMPACTED CLEAN e /� FILL TERMITE TREATMENT SHALL z � p 5E 5ORA-CARE--"ti e / I' PVC CHASE I // _ _ FOR ELEC. TO I F 1 ■ ISLAND III ■ ■ ■ I� I (Q 0 LAv. IWALL WC.2X10 2XOj 101-71 -3 1/2'iF\ L ,a'-0" ELEv. FIN. GONG. SLA5 4' COIN I 11'-0" DI 13'-01 SLAB END F SLAB IE 1�' ■ ■ / ■ — ■ ■ 4 4'-4" 36'x60" SHWR PAN ri *5 1/2" 5OLLARD N AS REQ. PER a 5LDlE 0 EXTEND FTG. UNDER WALL 1 1/2' ENTRY COLS. 38'-8" FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF R3113.1 OF THE F5CR 6TH EDITION (2017) n' -all H5 n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com Ilkk AA #: 0003325 SLAB IE 1�' ■ ■ / ■ — ■ ■ 4 4'-4" 36'x60" SHWR PAN ri *5 1/2" 5OLLARD N AS REQ. PER a 5LDlE 0 EXTEND FTG. UNDER WALL 1 1/2' ENTRY COLS. 38'-8" FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF R3113.1 OF THE F5CR 6TH EDITION (2017) n' -all H5 n 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com Ilkk AA #: 0003325 W 1, w U w 0 F 4 U w A F a CREEKSIDE LOT #38 PROJECT# 04321.000 038R: MODEU 4EAB 1672- ARIA" GARAGE 9'11'ngG: RIGHT PAGE: FOUNDATIOT PLAN MELBOURNE t60 MPH EV. C ARCHITECT - STATE OF FLORIDA V38 DA�TZ:: 05/27/18 8CALM 1/4"=1'-0" 8EMET 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti W W V W 0 F 4 U h A F A F� ti SVHDIV. de LOT: CREEKSIDE LOT #38 PROJECT# 04321.000 038R1 DtCDPL: 4EAB 1672- ARIA" GARAGE SWUM RIGHT PAGE: DOWEL PLAN t60 MPH EXP. C 05/27/18 SCALE: 1/4"=1'-0" SHEET n (2) 3052-5F4 EGRESS (2) 3052-6I-4 (2) 3052-SH EGRESS LINTEL SCHEDULE NOTE: THE LINTELS MAY BE SUBSTITUTED WITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE: LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED 4C4WZTm4Ci9ET4' LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L I I I'-4' SP28-IB/IT L 2 7'-6" 8FI6-IB/It L 3 -- -- NOT USED L 4 -- -- NOT USED L 5 1'-6" SP24-I5/IT L 6 4'-6' 8FI6-05/IT L 7 4'-6' 8W6-05IT ABV. DOOR ASSEMBLY 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 F w I w U W 0 yF K U W A F A 3'�VHDIV: de LOT: CREEKSIDE LOT #38 PiiOJECT# 04321.000 038R1 MODELo 4EAB 1672- ARIA" GARAGE OWING; RIGHT PAGE: LINTEL SCHEDULE 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA 05/27/18 1 OCALI 1/4"=1'-0" 1 al -MET SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS 4^3T-JC4X4W GRAVITY TYPE LENGTH SUS 8F8-OB 8F12-0B 8F16-0B 8F20-08 8F24-OB 8F28-OB 8F32-OB 8FB-18 8F12-1B 8F16-1B 8F20-1B 8F24-1B 8F28-1B 8F32-1B 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 3166 4473 6039 7526 1 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 183 330 610 1 940 1340 1780 2110 22'-0" (26411) PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS UPLIFT LATERAL TYFE LENGTH 8F8-1T 8F12-1T 81`16-1T 8F20-1T 8F24-1T 81`28-1T 8F32-1T 8U8 8F8 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 81732-27 2'-10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'-4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5'-10" (70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6'-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 Sol* 612 980 1269 1560 1851 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 (136") PRECAST 666* 439 696 899 1104 1309 11 363 556 666 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1 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 1 922 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 N.R. 135 124 186 290 408 538 680 E515 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4^Xr-<M" GRAVITY TYPE LENGTH 8RU6 8RF6-OB 8RF10-013 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1 B 8RF10-1 B 8RF14-1 B 8RF18-1 B 8RF22-18 8RF26-1 B 8RF30-1 B 4'-4" (52") PRECAST 1489 1591 1827 3053 3412 2982 4982 3954 6472 4929 7947 5904 9416 6880 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5'-B" (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 2933 4100 6730 8177 6707 T-6" (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 9'-8" (116") PRECAST 371 420 834 1253 1071 1342 1614 1886 535 928 1497 2179 2618 3595 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS C�'��,•�• UPLIFT LATERAL TYPE LEN GTH 8RF6-17 8RF6-2T BRF10-IT 8RF10-2T 8RF94-`T 8RF14-2T 8RF18-IT 8RF18-2T 8RF22-IT 8RF22-2T 8RF26-IT 8RF26-2T 8RF30-IT 8RF30-2T 8RU6 8RF6 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5453 5'-8" (68") PRECAST 924* 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'-10" (70") PRECAST 896* 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6'-8" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 956 1468 1987 2509 3035 3563 7'-6" (90"} PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3157 9'-8" (116") PRECAST 533* 433 808 1123 1413 1704 1995 516 614 533 1 527 1009 1369 1728 2088 2450 TYPE DESIGNATION F = FILLED WITH GROUT / U = UNFILLED 8F16-1 NOMINAL WIDTH NOMINAL HEIGHT QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY B/ 1 T L QUANTITY OF #5 REBAR AT TOP *REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR J Q U Q 00 LO 11') x LD w x J Q z_ 2 O z A. 7-5/8"ACTUAL 8" NOMINAL WIDTH — #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR C.M.U. GROUT #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. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2, N.R. = Not Rated. 4. Concrete masonry units (CM U) per ASTM C90 w/ 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. minimum net area compressive strength = 1900 psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Rebar provided in precast lintel per ASTM A615 GR60. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8" meet or exceed L/180. addional reinforced masonry above the recast lintel. Y P 6. Prestressing strand per ASTM A416 grade 6. Bottom d dd field oom eld 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. P 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 ACI 318 and ACI 530 per 9 9 Y P 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 h W W U W F 4 U A I a ti BUDDrv. de LOT: CREEKSIDE LOT #38 P1iOJZlCT* 04321.000 038R1 MODEL: 4EAB "1672- ARIA" GABAGE 'L7VfMG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA M 3 018 f i L OLAND A ABO HACRA AR NO 93723 05/27/18 SCALE: 1/4"=1'-0" 1 113 e 1 FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.`W THROUGH FHC R302.c3.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN y , ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5 COhPOW AND CLADDM MAID LOADS BARD 00 MSIM FOR 3 SEWO GM OF'E*= 36IWE ZONE 180 WH Wffl (W RSA" 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/-3i CRITERIA 80,10 O.P.D. 56 5 30/-38 16010 O.H.D. 112 5 29/-35 SOFFIT N/A 5 31.6/-38.8 -6829I (F ROOF TILE N/A 3 -$8.29 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = ± 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 09 NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTIAOL DATE" 03120 WALLS .. A 3. - .y i 0 < 10o mt- v - ABLE ROOFS 'It1° Xoz 4,b1., , GABLE ROOFS 1W<0<450 FI I fool - 304.3 auii I dggre,#-=O.01`!5 rad.. Note; a" :.,,I feet inall apt", s, cl `;� I=~ 10°<0r450 I r'.�°., 10=x.0*,30° rl HIP ROOFS 1W<0s30' FIGURE R301 J AND CLADDING FLOOR PLAN NOTE: -2-8 LOUV. DOOR W1 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 OPENINGS 5ETUEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" (35 MM) IN THICKNESS, SOLID ORHONEYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. in w N B m 10'-0" I I I I LANAI I 8'-8" CLG. I 12'-4" I --- -- 6(dfo8 S,G.D 38' - 8" 24'-611 GOND. 3'-4" 4'-0" (2) 3Or72-514 DROOM 8'-8' CLG. (2) 3052-514 EGRESS 25'-0'Jt OWNER'S SUITE LIVING ROOM a) 8'-8' CLG. 8'-8' GLCs. 7'-e�° 1'-011 - 5'-10" 3'-4" 3'-10" c PROVIDE D5L Fill I I STUD EA. END —� b36 I OF KNEEWALL Lu 0o � II A O b24 I G. b36 I V. = f51 KITCHEN �� 0 >: 8'-8' CLG. � 3'-0" ' 11 1/2" -- 2X8 . I 8'-W CLG. W.I.W-� IN I �r IR-IS14 C 0. SDa M3 n NLAV. s-5+� BATH ® NOTE r — —,-8" CLG. 61 47 1Q3 � E C r--r LAY. I IV LAUN. I 6"x60" ST " I , 5I43WR PAN IR-1I*�TH2 N a'°�B80QIIII 0 IR-1514 = I I G v — — — — — — m -- -a' -41 BDRM.#2 M 611 , 8'-8' CLG. in ro (2) 3052-614 EGRESS 2 1-011 8' 4" 4' /II-45 4'-4" - FOYER 8'-8" GLG. 3068 W/ 3611 TRANS. -ENTRY 38'-<5" W/ENCL. WH. I 2 ATTIC I L 995-IL J BOLLARD AS REQ. PER 5LDG. CODE GARAGE 21'-4" H5 a) a r ,n SQ.FT. CALC.'S LIVING 1,168 SQ. FT. GARAGr= 432 SQ. FT. ENTRY 38 SQ.1=T. LANAI 80 SQ, =T. TOTAL 2,315 50, FT. A/C VOLUME 15322.6 c�A EXTERIOR MASONRY WALL 51;iG. HEIGHTS BN'ZG. BAR DETAIL A SCALE: I/2'=1'-0" - W cOARcx O VANITY W/OPT. LAv ARCH O VANITY 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 0 4 V w q h A stmDIY. de LOT: CREEKSIDE LOT #38 PROJECT# 04321.000 038R1 WODEL: 4EAB 1672- ARIA" GARAGE OWING: RIGHT PAGE: FLOOR PLAN t60 MPH EV C ARCHITECT: STATE OF FLORIDA ti MAI RINT DAI 05/27/18 ----4 0" CIS � � Mill TEXTURED FINISH OFF RODE VENt OFF RIDCsE VENT SPINGLE ROOF FOAM DF TILES 4' RAISE BAND S' -a, 514a s. I- 16"; DECORA SHUT 4" RAISE BAND CT 0'-0" FIN. F DECO. DETAIL �riJ SCALE: 1/2" = 1'-0" BLOG. HGT. FRONT ELEVATION TEXTURED 1=1NI9I4 NOTE: UJALL FENESTRATION FLAS141NG A$ PER FBCR R103.4 12 <16 14A WA3 1-07 0'-0" FIN. FLR. 0 -0 FIN. FLF: � — — — TYP - 14 c0 1-0 IWA ITYP. — RIGHT ELEVATION TEXTURED FINISH I�6 OFF RIDGE VENT" OFF RODE VENT u 1�14A 6 WA 8'-8" BRCS. FICst. " 11,011 � �" -L r lE I ■ 11-0II A3 T7P_ 4H b r 1VA3 T— � TYP 0'-0" FIN. FLR — — 0'-0" FIN. FLR LEFT ELEVATION TEXTURED FINISH MODEL 1672-ARIA AREA OF ATTIC = 2334 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2334 /300 = 7.78 SQ. FT. 7.78 = 1120.32 SQ. IN. MIN. REQUIRED VENTILATION = AX 1120.32 IN UPPER PORTION OF ATTIC = 448.128 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 3.90 TOTAL# OF VENTS PROVIDED 4 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEETOF SOFFIT REQULRI 64.02 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U W a k A r Q E: BVHDrv. a LOT: CREEKSIDE LOT #38 PRAdECTjp 04321.000 038R1 ac0DEL. 4EAB "1672- ARIA" GARAGE 87FING: RIGHT PAGE: ELEVATION )f C" 160 MPH UP. C ARCHITECT - STATE OF FLORIDA 14AY DATE: 05/27/18 IscAize: 1 /4"=1' — 0" 8EMET 3 C lU DETAL Ix4 STM. 04ORD 5RACIWs 12, O.C. MAX, SECURED W1 (2) 10d COMMON NAILS • EACH CI40RD INTERSECTION, TYP. Ix4 5TM. CHORD SR.ACINCs 12' O.C. MAX, SECURED W1 (2) 10d COMMON NAILS s EACH CHORD INTERSECTION, TYP. GABLE END 5RACINCs SEE DTL. '4' SHEET 02 (2) 2XI2 5M. TO 6X6 POST (2) MSTA-24 t (U HTS-I6 POST TO SLA5 A5U66 (TYP. 2) 3< IX4 DIAL. 5TM. CHORD 5RACINCs, TYP. FRAMING PLAN RANEY 06/02/14 5JI 15J3 5J5 —(I) DETAL-20 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w W a U w 0 F ci V W q h A h sLTBDrv. de LOT: CREEKSIDE LOT #38 PROJECT* 04321.000 038R1 MODEX4 4EAB "1672—ARIA" GARAGE BVMG: RIGHT PAGE: FRAMING PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA 4MAY C 20 A ABOUCHACRA NO 93723 DA�TIC: 05/27/18 sCAC.E: 1/4"-l$-0" CONNECTOR SCHEDULE II CONTROL DATE: 01-05-17 MiTek USP SIMPSON MiTek USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 META-16 1450 (8)10d X 11/2" 1-PLY, (7)16d 2-PLY, EMBED 4" (8)10d x 11/2" 1-PLY, (6)16d 2-PLY, EMBED 4" (2) HTA 16-18 2430 (2) META-16 1985 (12) 10d x 11/2" 1-PLY, EMBED 4" (10)10d x 11/2" 1-PLY, EMBED 4" 1900 (10)16d 2-PLY, EMBED 4" (14) 16d 2-PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (10)10d X 11/2", (8) 16d 2-PLY, EMBED 4" (9)10d x 11/2" 1-PLY, (8)16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" > z (2) HTA-20 2430 (2) HETA-20 2035 (12)10d x 11/2", 1-PLY, EMBED 4" (10)10d x 11/2" 1-PLY, EMBED 4" 2500 (10) 16d 2-PLY, EMBED 4" (12)16d 2-PLY, EMBED 4" O v) LUGT-2 2260 LGT-2 2150 BLK (5)1/4"x 3" Wedge -Bolt+ Anchors, WOOD (16) 10d (7) -1/4" x 21/4" TITEN, WOOD (16) 16d < � DHTA-20 2430 DETAL-20 2480 (16) -10d x 1 1/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) -10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15 + 4175 MGT+ 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22)10d TO WOOD) (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD HUGT2+ 9790 HGT-2 + 10980 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD HUGT3 + 9860 HGT-3 + 10530 WOOD (8)10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 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"0" 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" MUGT15 4175 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6) 10d FACE/(12) 10d BACK OF TRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SIDS 1/4"0" 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) SIDS 1/4"x3" MTW 12 119S MTS-12 1000 (14) 10d x 11/2", (14)10d (14) 10d X 11/2" HTW 16 1260 HTS-16 1150 (16) 10d X 11/2", (16)10d (16) 10d X 11/2" HTW 20 1530 HTS-20 1450 (24)10d X 11/2", (20)10d (24) 10d X 11/2" HTW 24 1530 HTS-24 1450 (24)10d X 11/2", (20)10d (24) 10d x 11/2" LSTA 12 ++ 930 LSTA-12 ++ 925 (10)10d (10)10d LSTA 18 ++ 1235 LSTA-18 ++ 1235 (14)10d (14)10d MSTA-18 ++ 1310 MSTA-18 ++ 1315 (14)10d (14)10d v) MSTA-24 ++ 1640 MSTA-24 ++ 1640 (18)10d (18) 10d (22) 10d MSTA-30 ++ 2065 MSTA-30 ++ 2050 (22)10d CL < cc MSTA-36++ 2065 MSTA-36++ 2050 (26)10d (26)10d j KSTI236 3890 MSTI-36 3800 (36) 10d X 11/2" (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) 8d x 11/2", (16) 8d) (8) 8d TO PLATES, (8) 8d TO STUDS SPT24 1030 SP4 885 (6) 10d TO STUDS (6)10d TO PLATE (6) 10d x 11/2" TO STUDS MP34 525 IN F1 @ 160% A34 515IN F1 @160% (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. HHCP2 800 HCP2 645 (10)10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12) 10d X 11/2" RT16A 1380 H10A 1140 (9) 10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE (18) 10d X 11/2" MUGT15 & PHD4A 4175 VGT & HDU4 4565 (28)10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (10)-SDS 1J4"x21/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 VGT & HD78 4940 (28)10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ S/8" THREADED ROD (16)-SDS 1/4"0" TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2200 6665 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12) 16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12) 16d TO WOOD PAU66 2380 16005 ABU 66Z 2300 12000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONIC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC„ (12)16d TO WOOD LTS19+++ 1205 LTT19 +++ 1340 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (8)10d TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD LTS20B+++ 1100 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 HTT45 4160 HTT4 4235 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18)16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC„ (26)16d X 21/2" HTT45 5005 HTT5 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" Q UPHD11 + 14395 HHDQ11-SDS 2.5+ 11810 (1)1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) WS3 WOOD SCREWS (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONIC., (24) SIDS '/<" x 2%" WOOD SCREWS PHD5A 6525 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTS TO WOOD TDX8 7870 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD NFM35X12U 2580 7130 '' HA 3.56/11.25 3475 5330 (1)1/2"' 1-BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSETJREDHEAD DYNA BOLT SLEEVE ANCHOR OR EQ 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 HU54121F 3060 2710(100%) HUSC412 (WOOD) 3535 2660(100%) (10)16d TO HEADER, (10)16d TO WOOD (10)16d TO HEADER, (10)16d TO WOOD 3325 (125%) 3265 (125%) CC LLJHD4101F 0 (CMU) 1950 5000 HUC410 (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)10d TO WOOD: a _ HD210-21F (CMU) 1950 5000 HUC210-2 (CMU) 1800 4500 (18)1/4"" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 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 HUC210-3 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: LGUM26-2 2125 6065 LGUM26-2-SD S 1430 5595 (4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS (4) 3/8 x 4 TITEN HD ANCHORS 2 PER FLANGE TO CMU, 4 1/4 X 2.1/2 SIDS SCREWS TO WOOD ( ) O HIGH STRENGTH EPDXY = USP CIA -GEL 7000-C. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS, + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/GROUT. ++10d COMMON NAILS CAN BE SUBSTITUTED WITH 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. cn +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE S", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" LU 8 A.T.R. = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING TZ / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 2015-2016. SOFFIT SHALL COMPLY WITH FBC R703.1.2.1 FRAMING NOTES: 1. HURRICANE STRAPS TO BE 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 FLOORTRUSSES). * 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). 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. S. 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 & BEVELTO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 7. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. 8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12. 9, REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN! 05L 2 Di31- 2 D15L 2 1D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-4" 5'-4" TO 7'-0' 7'-0" TO 10"-0" 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 D5L 2 x rco x 8 x 10 x 12 UP TO 5'-0" 5'-O" TO 6'-4" 6'-4" TO 8"-0" V-0" AND OVER MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (ft.) UP t0 5'-0' TO g'_0" U.N.O. 4'-II I/2" AND UP "I -Il 1/2 NUMBER OF 1-4EADER STUDS SUPPORTING END OF HEADER I 2 3 NUMBER OP PULL LENGTH STUDS AT EACH END OF HEADER I 2 3 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w Iro W w t. 0 F 0. U w 4 F x SUDDrv. & LOT: CREEKSIDE LOT #38 PROJECT# 04321.000 03BR1 MODEL: 4EAB 1672- ARIA" GARAGE 91111MG: RIGHT PAGE: CONNECTOR SCHEDULE t60 MPH EXR C ARCHITECT: STATE OF FLORIDA ra ma DATE: 05 /2'7 /18 SCALM: 1 /4"=1' - 0" SIMET 4*2 ELECTRICAL LEGEND SYMBOL DEFINITION I NOTES 1215V OUTLET 2® AMP SINGLE POLE 11i OUTLET Iii OUTLET I TO SWITCH r �V GFI I IIOV OUTLET I twit-c�+ w, rwj Zn it �1 INTEIBJPrER <TAl'IPER RESISTANT tYFrnE) 220V OUTLET 1 (4) WIRE CICN ECTION 1 I CUTLET LuATr�� I N �P1ER T GFI I SUIITGI-4 SWITCH I 3-WAY OPER ZV4 SWIT04 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT VP VAF-CR PROOF ('01) LIGHT RECESSED CAN WALL SCONCE �- PRE -WIRED VENT. FAN I I cFhl PER SQ FT. 111/1-1c."T I I CFM PER SO. PT. 2-9111-5 WRAP AROUND = =( 1 2' FLUORESCENT �= = = = ==( 14' r_UORESCENT I I 4' TRACK LIGHT ® L PANEL Minim I 1'15TER O1S.D. SP'tOKE DETECTOR W/eATT. HARDWBACX5, IRE WALL MOUNTED I BAIT. BACK-UP SD. SMOKE DETECTOR W/ HARDWIRE CARBON MONOXIDE INTER -CONNECTED SMOKE DEIEG'OR SHALL BE A DISTANt �� OF NOT LESS THEN 4' PENDANT LIGHT II\ NATURAL GAS rV OUTLET ► TELEPHONE JACK WATER HEATER IM7t0 1 ELEVATED DISCONNECT A/G AIR CONDITIONING DISCONNECT TV. I I TELEVISION JACK O 1 J-DOX TO BE SUPPORTED IN CEILING FANLIGHT ACCORDANCE W/ BOX MARKED AS SUCH FOR FLOOD LIGHT I KP I I f'<EfrA& RITY I I --❑� P.B. PUSH-BUttON FOR CHIMES .--�—+ use PORT LOCATION OF TV JACKS E PHONE OUTLETS 4 FANS TO BE VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR fcTH EDITION (201-1). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M1501.4 FBCR &TH EDITION (2017). 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 (2017). ALL LAMPS SHALL BE SELECTED BY BUILDER AND -15% OF LIGHTING MUST BE CONSERVATION (RESIDENTIAL ENr=5*Y EFFICIENCY) 2011, 6th EDITION R404.1 METER FIELD VERIFY LOC. u i OPT. COACH L IGHT ELECTRICAL PLAN W P 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 I Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 Space #12 2 20 Irrigation Pump 1000 3 4 Space 5 6 4680 A/C C.U.-1 30 2 #10 Space 7 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 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 1800 3 4 #12 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 # 12 1 20 Refrigerator GFI 1600 7 8 # 12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 #12 1 1 20 Bath GFI Receptacles 1200 11 12 1 1500 Dishwasher GFI 20 1 #12 #12 1 20 Foyer/ Hall / Laundry AFCI 1200 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Great Room, Lanai & Dining Lights AFCI 900 15 16 Space 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 Bed #2 & #3 ! Bath #2 AFCI 1200 21 22 1200 Garage Lts & Receptacles GFI 20 1 #12 Space 23 24 900 Owners Suite AFCI 15 1 #14 Space 25 26 900 Owners Bathroom AFCI 15 1 #14 Space 27 28 1000 EMerior Lights and Recpt. GFI 20 1 #12 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 AHU-1 (Heater 5 KVA at 65% 5120 39 40 Space 41 42 Space Load subject to demand factor calculations / line 1 15400 27700 1 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 1 43100 First 10000 watts at 100% 10000 Remaining watts at 40% 13240 Total A/C load 9800 10% for future growth LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 33040 Total Amps (watts / 240 wlts) 137..7 General Lighting & Receptacle Load Total A/C Square Feet 1672 General Lts & Rec 3 W / Sq. Ft. 5016 Hi -Hats 1 at 65W/Li ht at 100% 65 Total General Lights & Rec (Watts) 5081 Ckts# watts/ckt Total watts General Lts & Rec Panel A 181 6351 5081 IE,O AMP ELECTRICAL RI5ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH EDITION (2011J. LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. 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 3"2/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 *14/0 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT m OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIP" LENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 15O AMP 120/240 VOLT 1 PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT - 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6TH EDITION (2017). 5/8'' DIA X S FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i�' W U1 U W may.. �O F 4 U W A F A SVHaIY. & LOT: CREEKSIDE LOT #38 P1R0jzCT* 04321.000 038R1 MODELc 4EAB "1672-ARIA" GARAGE !9VMG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT STATE OF FLORIDA ZAMAYRO ABOUCHACRA AR NO 93723 np�; 05/27/18 SCALE: 1 /4"=1' — 0" 81-MET 9) ARIA EQUIPMENT 5CHEDULE 2.5 TONS t-FG CARRIER Cu 25H5C530A•030• AI-4U EX4DNC5, r-:031L HEAT 5KW 5EER 15 SEER TOTAL GAP 28400 ELECTRIC 208/230/lHP 5RKR C.U. 30 A.H.U. 35 REI= LINES 3/4" k 3/8" F W U W O F Q U y W A F A C: Btnmrv. de LOT: CREEKSIDE LOT #38 PROJECT* 04321.000 038R1 moaErJ 4EAB "1672-ARIA" GARAGE SlrMG: RIGHT PAGE: H VAC PLAN MELBOURNE 160 MPH EXP. C jDp�: 05 /27 /18 BCALE: 1 /4"-1' - 0" SHEET No (U 5 RESAR VERTICALLY W/ CONC. Y F17UR CELL BiUDS O.C. SEE ENERGY CODE FORMS FOR MBULATION R-VALUES ArE MAXA uD u1/ 97 z TENURED FINISH THI 25M PSI • 26 DAYS L Q 6' cm SE T. P W/ }' PLATE TO SLAB W/ 10d v . PLATE TO SLAB W/;' SLAB WL4MIA WAU . In' GYP. UIL. BD. LT W/ 2' WASHER T' D. IN. • a MAX M NAIL • 32' O.C. MAX 6 z b - WUAUTA WIUM. ]'NO,',!! I l n / WOOD BASE . MIN. • 32' OC MAX 0'-0' FIN. p R . 7 z p STOP 4' GONG RENFORCED W/ i'X6' 0 a - ° 0' .gym P4 RETBAR J i z. WAXWIA uUIF OR FIBERRMEBH ON 4 IEII'FORGED W/ b'Xb' WIAXWL4 4' WORDED W/ 6'Wr' WIAXWA ' GONC. RENFORCEO W/ 6'X6' WIAM L4 m " ln• RADI - 6-MIL VAPOR RETARDER ON uw_ FI5ER'7ESµ ON 6-MIL. VAPOR UUF OR M RMSN ON 6-MIL VAPOR OR rMISIRIESH ON 6-MIL. VAPOR '� 0 WF1L-COMPACTE0 CLEAN FILL w' REA ON WELL -COMPACTED CLEAN X w RETARDER WELL -COMPACTED CLEAN z_ E ER ON WELL -COMPACTED CLEA,^� l - w r .P TERMITE TREATMENT TO BE FILL. TE TREATMENT TO ME FILL. TE7E' RMITE A1N7 TO BE FILL. ITE TREATMENT TO BE r ` v' > BORA-CARE APPLIED AT FRAT1UYx W M 6 BORA-CARE ED AT FRAMING. MORA- APPLIED AT FRAMING. - _ - - - - z z w (2�)5 REBAR APPLIED fRhMs. (3) 5 MBAR ON IRS (2) 5 RE CHAIRS . °� 2 W L > 4" I'-O' 4' ' TI' MIN. BE O 4- (2) 5 WEAR ON CHAIRS i • • FORESOROU"D 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING W/ BLOCK WALL 2 AT L.B.W. (W/ UPLIFT) �1 AT L.B.W. 2 AT L.B.W. (W/ NO -UPLIFT) 3 STAIR DETAIL �3A NOT USED 1 SCALE. 1/7-1'-0' eCALB. In'.P-o' �• SCALE: 1/2'•I'-V SCALE, 1n'=1'-0' SCALE: I'.,'-0 4' CONC. MIN. W/ 6'x6' WIAXWL40 WWM ON - _ w 6-MIL POLY ETHYLENE VAPOR R`TARDER 4' OOI'K, REM W/ 6'x6' WAXWIAO WUM STUDS ib' O AX` J 4" ON WELL -COMPACTED C.EAN FILL TERMTE ON 6-MIL POLY ETHYLENE VAPOR ETUDE w O.C. MAX r O TREATMENT SHALL SE MORA-CARE RETARDER ON DELL -COMPACTED CLEAN HEAD SECURE P. T PLATE AS W/ (U 5 REBAR ON CHAIRS 4" .q' FILL TERMITE TREATMENT SHALL BE SECURE 601YOM O W/ SECURE BOTTOM VARI WI M 3 MAX BORA-CARE SIMPSON SP4 ' O arFaCN OF • ' O 4 THICKEN EDGE GARAGE STEP—UP HEIGHT OF GARAGE SECURE BT O W/;x8' HEIGHT OF GARAGE SECURE BT. A O w/;'xa' ro SLAB W/ led SCALE: In'.I'-0' VARIES WTH SLOPE AN 2' R 7' EMBED. VARIES WITH SLOPE 2' R T' EMBED. NON -BEARING MN. • M'4 MIN. • CC MAX oor RY ' • 32' OC. MAX wXY FOR EMPAN6ICN •E D FOR EXPANSION ,W � N REINF. W/ 6'xb' WIAMIUTAO WAI•I -MIL POLY EYHriENE VAPOR .' 0 •.. > F3, - B a TARDER ON WE -COMPACTED CLEAN FILL TEKTITE TREATMENT 814ALL BE 6'Xi' WAXWIA °" a . _ .. ° • .. _ - I _. a -CARE L O _ FIRE ON 6-MIL. VAPOR r . REIf.PO1RGED W/ 6'X6' WL4XUAA ' XNC. IEIWORC.ED UV 6'Xb' WL4XWI.4 '� CONC. IENFORCED W/ 6'X6' WIAXWIA RET LL-COMPACTED CLEAN 4'WILA=O�RACAR�E 410;IWETAROEM LM ON fC FIBERMEBH ON 6-MIL. VAPOR OR FIBEIRMEBH ON i-MIL VAPOR FIBERME81-F ON 6-MIL. VAPOR FILL TREATMENT TO BE i-MI Y= �u IET RCN WELL -COMPACTED CLEAN z W e RE ER ON UE1L-COMPACTED CLEAN ? w R:T ER ON WELL-CO`1PACTE10 CLEAN z W {219 ON CHAIRS ICE APPLIED AT FRAMING. " LL-FILL tr, 1TE - 4 FILL. TE TREATMENT TO BE > FILL. ITE TREATMENT TO BE > _O. FILL. I'M TREATMENT TO ME J w A m O' - DORA-CA APPLIED AT MRAMNG. s' 4 4° BORA- APPLIED AT MUMMCa. a _a. L90RA-CA APPLIED At FRAMING. O 4' I' 4^ " :�. s _a w 4" ° 4" � REBAR ON CHAIRS 3„ M � (2) 5 IEBAR AIRS (3) 5 IEB5 A CHAIRS f21 REBAR CHAIRS GA ER RAGE STEP—UP o > 1—STORY FOOTING RAGE STEP— GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. NON —BEARING L.B.W. W UPLIFT 2—STORY L.B.W. W UPLIF L. B. W. W NO UPLIFT W/NO UPLIFT AT FRONT _ PORCHES EXTENDED STEP 6 SCALE: '� 6 A scAL> : 1a'' / 6 B scALE: I /' FOOTING •STEMWALL 70 BE MIN. 3 COURSES @EEXCUENDED SCALE: I/2 _ I 0' SCALE: In'=I'-0' n_ i_ GRAM RECESS FOR SEOIIE P.T. MT. TO SL W/ ° v I'-O" GARAGE DOOR TENSED. MIN. ' OC M —(115 WEAR VERTICALLY W/ CONIC, (V 5 REBAR I Y 'xb' WL4XWIA0 VIM l ' ETHYLENE VAPOR SECURE P.T. TE O W/ POURED CELL / 9 DEL I _ �'��-MIL PO WELL -COMPACTED In'XV L 7' e' CP1U EMBED. 32' A • z L w 0 - a' e" 4' RA -CAR= z w GLE F L TERMITE TREATMENT SHALL 4' CONC. REIPF. W/ 6'x6' WAXWIAO U 11M ON 6-MIL POLY ETHYLENE CLEAN VAPOR RETARDER ON _w 6- NOTE: OPTIONAL USE C° - 4 • GARAGEWELL-COMPACTED CLEAN FILL TERMITE ' 'L CONCRETE CURB • GAIIRAGI= O EMAMINFD BY _ - ,4" . 5 IREBAR ON CHAIRS TREATMENT 844-L BE BORA-CARE q . W/ 6'xb' WAXWIAO WNM WALLS TO BE DETERMINED BY ` DIVISION. ON -M Y ETHYLENE VAPOR w ° > 4 ON WELL -COMPACTED CLEAN STUCCO BUILDER BY DIVI61GT1 8TI1CG0 <U 5 REBAR ON CHAIRS n F ITE TREATMENT SHALL M 61 _ STOP 9 C CRETE PAD > G� oN8 POLYUYWK6NEWVAPOR�' K•H7VARIES SCALE. vr-r- 11 GARAGE DOOR FOOTING . " •' G ° -�'� CURB HEIGHT VARIES w� .. 1 a ER ON WELL -COMPACTED CLEAN w L .. ° SCALE: I4'=1'_0: TMlITE TR=A'MEINT SHALL BE z w-CARE (3) 5 ON CHAIRS Q Z °'-' - ^'"-`- > z E jW4 ' ... 4' > E Y - 4' CONC. REINFORCED W/ b'Xi' wAXWIA 'p w G . a 4' GONG REINFORCED W/ 6'Xe' WLOR I' IECES6 FOR 5" L. i'ARIES " ro - OR KIBERMEBH ON i-MIL VAPOR 64D. TRACK ! 3" z ! (2) 5 ON CHAIRS ` -O UAW OR FIBERMEBH ON b-MIL. VAPOR IRDER ON WF1L-COF,TO ME CLEAN w PINIBH FLOOR (U 5_ w •- • MOR ITE TREATMENT TO M w,11 m Oa 4" • q. •` PILL TERMITE TREATMENT TO BORA- RE APPLIED AT FRMTMCa. RETARDER ON WELL -COMPACTED CLEAN i _ ARAGE STEP—UP f z -�. ,. MORA-CARE APPLIED AT PRNMNG. _ 4• , a e' .4 . r3)•� REBa aN CHA1R6 ' �� 2—STORY L.B.W. �o-(2,5EBeRONCHAIE - G �� EXTENDED FOOTING - �' �� GARAGE STEP—UP ��° 1—STORY L.B.W. SCALE: Ire'=r-�" W UPLIFT 1—STORY FOOTING 2—STORY FOOTING mzo / E SLAB I ,n OURB HE 6 AT GARAGE AT GARAGE SLAB AT S.G.D. 6D EXTENDED FOOTING Im 66 8 �a,� �A SCALE: I/2' -m' lO 6CALE,,',r_m' 2 SHOWER RECESS FOOTER sGALE: 1/2'=I'-0" SCALE: r.r-0' z- (1) 5 RESAR VERTICALLY W/ CONC. E - POURED CELL /'''� C'IC. RENF. W/ 6'xb' WAXWIAO WII•T SEE ENE RGY-'01kL I�M�'iR ON RETARDER POLY ETHYLENE VAPOR ZI-INGULATION R- IUE�Y/ _ ETaRDER ON WE THEN SHALL D CLEAN TEXrillED i TERMITE TREAT SHALL ME 8' CMU Z (2) 5 ON CHARS '�' LAB AT GARAGE GRo1„ED BOND IMAM Q VARIES R ELEV. r - TIE VERTICAL MBARSERVICE DOOR To HORIZONTAL SCALE: In'=1'-0 W-0' FIN. PLR REBAR W/ W HOCC tiE VERTICAL. -- rO PORIZONT GROUTED CONO, SEAM - REBAR W/ . 10' . VARIES PER ELEV. & - 4' CONC. RENFORCED W/ 61X6' 14 NOT USED CAULK AND REAL ' G ° ; ° E8 PER ELEV. i 4 WAXWIA UAIF OR FIBERMESH ON GAS LINE L 6-MIL VAPOR RETARDER ON YED BOND BEAM L-COMPACTED CLEAN PILL. TOWED LNTFl CON7. (TUTU 'r �'`J NOT USED r 0 Gam:' ITE TREATMENT To me I;' PVC SLEEVE 1 ( F _ • • -CAFE APPLIED AT :� : 6' C u FILLED CELL (TYPJ FOR GAS LINE - 0 DRAM 6 (3) 5 IE ON CHAIRS 2X WALL FTRAMING 0 6' PVC CHAISE THRU FOOTUIG 4' W V 4" S CY111 I -STORY n O J4180L1"8 'REMBEI7MEfNT(W/ 7 X2'XI/B' �In' DRYIUALL 0 (2) 5 REBAR ON CHAIRS Ul484FR AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAM, SET N JOINTS WOOD SASE (3)) 5 REBAR ON CHAIRS r° 2-STORY FOOTING SSOOLIIDD tPnl CCCEPTABBLE°R '" 13 W BLOCK WALL EXT. /INT. FRAME WALL TO SCALE: fI 5 BLOCK WALL CONNECTION FOUR CELL TIOALLYw/co a 1 SCALE, VV III'-O' SEE ENERGY CODE FORMS FOR �'- INSULATION R-VALUES 16 GAS LINE THRU BLOCK `"�I Q � INSPECTION D 7 CLEANOUT RECURRED In' GYP. WL BD. FOR INSPECTION z �� z WOOD BASE L ',l' 1'�J NOT USED N 4 w 4' CONC, REINP. W/ 6•x6• 11114)01,40 WLM - - 4 ( w Z ON i-MIL POLY ETHYLENE VAPOR I°.. RETARDER ON UIELL-COMPACTED CLEAN 0 -0' FR{. PLR. 0'-0' FIN, PLR.W 1 PILL TERMITE, TREATMENT SHALL BE STRENGTH EPDXY WE,, BED MIHORIZONTALTO <I g... (2) 5 REBAR • I -STORY I ° a °a ° G ° IRESAR W/ 10' HOOK ' 0 BORA-CARE z TIE VERTICAL RESAR IE VERTICAL REBAR =+ HORIZONTAL L (3)5 REBAR • 2-STORY I ,. 4. R W/ 10' HOOC OUTRIDE REAR TO BE .a b' PVC CHASE THRU FOOYING CONTINUOUS r ° (1) 5 VERY. DOYEL !i i ' 0 0 II GONG. -mll-MINW/ 6'xi' WL4XETHYLENE � LAPPED WU BOND BEAM WB'I ON 6-MIL POLY ETHriENEG VAPOR RETARDER ON ° _ (V 5 REBAR AT CORNERS L I -STORY WELL -COMPACTED CLEAN PILL G° W/ 25' LAP MN . - 0 .4" 8' 4° ON TERMITE TREATMENT SHALL BE - lL 0 _q 2-ST R cHa1Ra HQRIZQNTAL/VERTICAL BOR4-CARE 2'_I" MIN. LAP " _ (315�ARONGH41RB HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR PIPE THROUGH �� REINFORCING %� BEARING CHANGE A OMITTED DOWELS B REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING '� 6cALE:In'=1'-0' 1 BCALE:In'=1'-m' �— c AT LINTEL CORNERS D W BLOCK WALL ecALE: tn'=r^0 ALL EXT7E1RIO1R FOOTERS AT 7I1'gISH SLAB'S TO BE MII%4-. 12" BELOW U1*IIQ_7DISTZJR1B=D SOIL 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 P. w oI U W O Q F A ti gouBi)IV. a LOT: CREEKSIDE LOT #38 PROJECT* 04321.000 038R1 MODEL: 4EAB GARAGE GARAGE 8TrMG: RIGHT PAGE: FOUNDATION DETAILS/SECTIONS 160 MPH EXP. C DARTS 05/27/113 SCALE: 1/4`1p-0" SHEET FIBERGLASS SHINGLE - OVER 030 FELT PAPEI INSTALLED PER FBGI RRW5.1.1 ON �6,' 0.5.E SHEATHING OR J" CD; PLYWOOD SECUREI PER FASTENEI SCHEDUL PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN V THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY w z� 1- STORY (TDO__ 54LE: 3/4" B' cm J¢' DRYWALL I'X4' OR I'X2' P.r. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE tHRl FRAME t EXTEND I-,W INTO BLOCK W/ fir' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN HEAD SIZE 300 MIN. EMBEDMENT I -A' WITHIN I! aF EACH END 4 18' OJ:, MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMMB (DO NOT EXCEED Y1) DOOR JAM® TO BLOCK +3/4 OR +5 4 WINDOW TO BLOCK >EE ENERGY CODE FORMS FOR �SULATION R-VALUES GYPSUM BOARD OR i" HIGH TRENGTH CLG. BOARD ;ONC. FILLED LINTEL BLK W/ (1) 5 REBAR CONTINUOUS RECAST LINTEL °E ENERGY CODE FORMS FOR SULATION R-VALUES wINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL lU 05 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS I6" O.G. all GMU 1/2" GYP. WL. Bp. WOOD BASE FIBER.rsLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RRW5.1.1 ON J' O.S.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/ 1/2"x9' A.B. w/ 2' D IA. WASHERS, MIN. EMBEDMENT WITHIN 8" OF EA. END, 32' O.C. MAX IN FIELD. GONG. FILLED LINTEL BLK W/ (1) 45 REBAR CONTINUOUS PRECAST LINTEL 5/8" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) 05 REBAR VERTICALLY W/ CONC. POURED CELL 8" GMU 2x4 BLOCKING BETWEEN TRUSSES 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) TYP. PRE-ENG WD. TRUSS 24" O.G. c.H. Alff— MAX. N IV 1- STORY GABLE BLOCK~ 2 WALL SCALE: 3/4" =1' -0" 2X4m SECURc YO BLOCK W/')(6' 2X4m TAPCONS OR DRIVE PIN SECURE TO BLOCK W/' (MIN. SHANK SIZE .146 TAF10" OR DRIVE PIN MIN, HEAD SIZE 3120 (MIN. SHANK SIZE .14S MIN. EMBEDMENT 1 Y1) MIN. HEAD SIZE 300 WITHIN 6' OF EACH END t NOTE: STRUCTURAL 2X MUST BE 18' O.G. MAX SPACING. MIN. EMBEDMENT 1 Y17 WITHIN 8' Or EACH END t NOTE- STRUCTURAL 2X MUST BE ON OUTSIDE t SECURED THROUGH 2xbm IIIOG. MAX SPACING. OUTSIDE < SECURED SECURE t0 BLOCK UVJ-i(.' NON-STRUCTURAL )W TAPCON MIN I-& EMBEDMENT INTO 2X6= TH THROGGI-1 NON-STRUCTURAL TAPCCN MIN I-Y4' EMBEDMENT TAPCONS OR C)l PIN BLOC R SECURE TO BLOCK INTO BLOCK (MIN, SHANK 9IZE .145 W/2-74- TAPCONS OR MIN HEAD SIZE 300 CMU DRIVE ION MIN EMBEDMENT 149 X' DRYWALL (MIN SHANK SIZE .145 , CMU WITHIN S' OF EACH END t 'X4' OR I'k2' P.T. NAILER MIN HEAD SIZE 300 N DRYWUALL is, O.G. MAX SPACING. ❑ MIN EMBEDMENT 1 Y1) WITHIN S' OF EACH END 4 'X4' OR DO' P.T. NAILER ORBLOCK %' OAD. X 4' MMl is' Or- MAX SPACING. ❑ SAP S PM DOOR CASING (MIN. SHAI,41C SIZE J45 SECURE TO BLOCK LW2-tl(a' DOOR CASING MIN HEAD SIZE 300 DOOR JAMB OR WINDOW TAPCONS OR DRIVE PIN MIN EMBEPMENr 149 ATTACH TO 2X PER 0*11k SHANK SIZE A45 DOOR JAMB OR WINDOW WITHIN 8' GP EACH END • MANUFACTURES DETAILS. MIN. HEAD 917E 300 AYlACH TO 2X PER IS' O.G. MAX SPACING. mix E MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB 8r 0 ENACHY41) t WITIB' O.C. MAX SPACING. NoTr' SHIM AS NEEDEP TO PLUMB JAMB (DO NOT EXCErPV) JAMB (DO NOT EXCEEDye) DOOR JAMB TO BLOCK 4- lb IS' DOOR JAMB TO BLACK +3" WINDOW TO BLOCK +1115 8" � WIIiDOW TO BLACK 4-3" 3/8'=I'-0' 2X4m CONT. 2x4 RAT RUN SECURED W/ (2) 12d's to EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST CONC. SILL -Ix2 P.T. FURRING STRIPS m 2411 O.C. 1/2" GYP. WL. BD. WOOD BASE 2X4m SECURE TO BLOCK TAPCONS OR DRIVE PIN (MIN. 64AW SIZE .145 MIN. HEAD SIZE 300 MIN, EMBEDMENT 141) NOTE: STRUCTURAL 2X MUST BE WITHIN 8' OF EACH END t ON OUTSIDE t SECURED 18' O.C. MAX SPACING. THROUGH NCN-STRUCTURAL )6' 2X6:m TAPCON MIN IA' EMBEDMIENT SECURE TO BLOCK INTO BLOCK W/1-114' TAPCON6 OR DRIVE PIN [MIN SHANK SIZE J45 , CmMIN. HEAD SIZE 300 'DRYWALL MIN EMBEDMENT I Y;') WITHIN 8' OP EACH END t 'X4' OR I'X2' P.T. NAILER 18' OG. MAX SPACING. ❑ 2X8ximiii 7b' O.SD. X 4' MIN SECURE TO BLOCK WA-1/4' tAtPGONB OR DRIVE PIN DOOR CASING (MIN. SHANK SIZE .146 DOOR JAMB OR WINDOW MIN HEAD SIRE 300 ATTACH TO 2X PER MIN EMBEDMENT I Y4') MANUPACTURES DETAILS. WITHIN Ill EACH END t NOTE: BRIM AS NEEDED TO PLUMB 18' O.C. MAX SPACING. JA m (DO NOT ExCmD 41) DOOR JAMB TO BLACK +3-7/18" /1 WINDOW TO BIJ)C% +�7/18"TO 2X4,m 2ECU SECURE TO BLOCK W/ 3{y' 4X4m wl SECURE TO BLOCK WPIN OR DRIVE TO TAPCOONS OR DRIVE PINN, OR DRIVE PIN MIPCCNS TTAP OWNS OR DRIVE PIN (MIN. SHANK SIZE .145 (MIN SHANK 812E .14E (MIN. MIN HEAD SIZE 300 (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN HEAP SIZE 300 MIN EMBEDMENT I Y;') WITHIN MIN. HEAP SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END 4 18' O.C. MIN EMBEOMENT I Y1) WITHIN 8' OF EAC 4 END 4 18' OJ.:. 8' OF EACH END t 18' O.C. MAX SPACING. NOTE: STRUCTURAL_ 2X MUST MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END ! NOTE: STRUCTURAL 2X MUST MAX SPACING. MAX SPACING. NOTE, STRUCTURAL 2X MUST 2X6 BE ON OUTSIDE t SECURED 18' O.G. MAX SPACING. BE ON OUTSIDE t SECURED 2X6 BE ON OUTSIDE t SECURED SECURE TO BLOCK THROUGH NON-STRICTURAL. 2X6 THROUGH NON-STRUCTURAL SECURE SECW� TO BLOCK WR-',lG,' SECURE TO BLOCK W!t-VO' THROUGH NON-STRUCTURAL V4 TAPCON MIN. 1-Yi W/J-�J(r.' TAF^GONS OR %' TAPCON MIN. 144' EMBEDMENT INTO BLOCK SECURE TO BLOCK W/1-1/4' %' TAPCCN MIN. I-Y4' EMBEDMENT INTO BLOCK TAPCGNB OR DRIVE PIN TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK DRVE PIN TAPGONS OR DRIVE PIN (MIN 814AAK SIZE .145 (MIN. SHANK SIZE 146 [MIN SHANK SIZE .145 (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN HEAD SIZE 300 MIN, HEAD 617E 300 s, cm MIN. HEAD 612E 300 MIN. EMBEDMENT 144) MIN EMBEDMENT I41) WITHIN s, cm MIN. EMBEDMENT 149 h' PRYWALL MIN. EMBEDMENT I Ya')-TLrn,.. CMU WITHIN 8' OF EACH END t H' cm 8' OF EACH ET'm t 0' OG. K' PPITI AL1 8' OF EAC44 END' LIB, IOJy. � I'X4N OR I'X2' P7. NAILER t BIrOIG. )S' DRYWALL 18' OL. MAX SPACING. K' DRYWALL MAX SPACING. ❑ I'X4' OR DO' P.T. NAILER t MAX SPACING. 2XBmo 2ND 7X SECURE TO MAX SPACING. 2kDm I'X4' OR 1'X2' P.Y. NAILER ❑ 2 ;m I'X4' OR I'X2' P.T. NAILER OOR CASING 2X8� SECURE TO BLOCK WQ-�(j' OOR CASING SECURE TO BLOCK STRUCTURAL MEME`ER SECURE r0 BLOCK W/1-1/4' ' P.T. X 4' ttM1 SECURE TO BLOCK W/J-i16' TAPCON9 OR DRIVE PIN TAPCONS OR DRIVE PIN DRIVVE' TAPGONS WYl2)12d WITHIN 8' Q= EACH END i 6' TO 8' O.G. MAX TAPCOMS OR DRIVE PIN OOR CASING (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW (MIN E+F1'M1K 812E 145 MIN HEAD SIZE 300 DOOR JAMB OR WINDOW (MIN. SHANK SIZE J45 MN. HEAD SIZE 300 CASING (MIN. SPAINK SIZE J 45 MIN, HEAD SIZE I 300 DOOR JAMB OR WINDOW MIN. EMBEDMENT I Y4) WITHIN ATTACH r0 2X PER M.MWFACTURES DETAILS. MIN n , PMENT 149 WITH( 8' O= EAOH END t 18' O.C. ATTACH TO 2X PER MANUFACTURES DETAILS. MPL EMBEDMENT 1 Y;') DOOR JAMB OR WINDOW TTACH TO 2X PER MIN. EMBEDMENT I Y4 ) WITHIN 8' OF EACH END t ATTACH TO 2X PER 8' OF EACH END ! 18' O.C. MAX SPACNG. WITHIN 8' OF EACH END t MANUPAGTURES DETAILS. 18' O.G. MAX 6PAGINGx ANUPACTURES DETAILS. MAX fiPAGING. , BHLM AS NEEDED TO PLUMB NOTE: 8HM AS NEEDED TO PLU"M5 W O.C. MAX SPACING. NOTE, 8HM AS NEEDED PLUMB NOTE: 8HM A8 NEEDED PLUMB Y4') JAMB !DO NOT EXCEED JAMB (DO NOT EXCEED v 4, JAMB (DO NOT EXCEED Y1J JAI'@ (DO NOT EXCEEDA,YI) 6' cm K' DRYWALL Lr I'X4' OR 1'X2' P.T. NAILER ❑ Ix4 F.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 1-Y4' INTO BLOCK W/ W&' TAPCONS OR DRIVE PIN ❑ [MIN SHANK 812E .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y1 WITHIN 8' OP EACH END t is, O.G. MAX SPACING >`DOOR CASING DOOR JAMB OR WINDOW ATTACH TO IX PER MANIFAGTURE6 DETAILS. NOTE: SHIM AS NEEPEP TO PLUMB JAMB (DO NOT EXCEED V) DOOR JAMB TO BLACK +3/4 OR +5/4 WINDOW TO BACK +3/4 OR +6/4 ALE: 3/8'• -0' DOOR JAMB TO BLOCK +1-1//2 DOOR JAMB TO BLOCK +E DOOR JAMB TO BLACK +3 DOOR JAMB TO BLACK +9 9/4 in>1 WINDOW TO BLACK +1-iA" /D WINDOW TO BLACK +2 1 4 %1 WINDOW TYU BLOCK 3• �vrl WINDOW TO BLACK +3 9/4" c SCALE: 9/S'•I'-0' �' SCALE: 3/8'=1'-0' 1 SCALE: 3J6'=1'-0' 11 SCALE: 3/8'=1'-0' Im FASTENER SCHEDULE NAIL REQUIREIIENT5 ROOF DIAPHRAGM USE 1/16, O.S.B. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.G. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6" O.G. AT INTERf-MDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS • 4' O.G. SIZE HEAD LENGTH DIA. TENSILE 87111111. ad ROUND) IODIFIED 1 -1/8, 13 10fd00 OR T 1001 ROUND) IODIFIED 2 1/8' .128 1-10000 OR T EXTERIOR SHEATHING j OTE: NAILS TO BE MFG. BY ME R OF INT. USE 1/2' GDX OR 1/16' 065 PLY WITH 08 RING SHANK GUN NAILS AT 6' STAPLE, NAIL *TOOL AS IATION O.C. AT PANEL SIDES AND V RING SHANK GUN NAILS 4' O.G. TOP t I. 0.113 INCH NOMINAL SHANK DIAMETER BOTTOM PANEL AND "8 RING SHANK GUN NAILS AT 6" O.G. AT 2. RING DIAMETER Or 0012 OVER SHANK DIAMETER INTERMEDIATE SUPPORTS OR'1/16' ZIP SHEATHING SYSTEM 3,16 TO 20 RINGS PER ING4I (INSTALLED PER MANUF. 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 MANUFACTURER -ROOF DESIGN PRESSURE BASED ON WORST CASE TOP CORD BLOCKING AT 4' O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TRU85 ROOF SHEATHING-1� 12 TLL TLL 5k NOt E : TYP. $XT. SHEATHING ATTACHMENT 4 FOR SHEAR 4 UPLIFT (O.S$. TO BE STRUCTURAL N c GRADE) CONNECTORS FROM STUD TO PLATE ARE NOT REQUIRED EXCEPT isOPENINGS z v ROOF 81IEATHING LXrOUT AND ENDWALL BRACINGz FOR rzA5LE END FRA-ZINC •6 RING SHANK GJN NAILS 4" OG TOP a BOTTCi EDGES FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RR1305.1.1 ON �&" O.S.B. SHEATHING OR �" CDX PLT'WOOD SECURED PER FASTENER SCHEDULE c° T'r P I J.N. MTL, DRIP EDGE J 2x4 OR 6 FASCIA PER — ELEVATIONS VENTED A M. SOFFIT — STIFFBAC T ALL — UPRIGHTS OVER '-101, HIGH (SEE SEALED FOR SIZE 4 CONpITIO is O.S.B. SHEATHING OR J" CD PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) V8' THICK, 3 COAT PORTLAND—/ *4� CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE "D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED (SEE DETAIL I/WA2 i SECURE GABLE TO 2x6 P.T. PLATE W/ 12d's 8" O.G. MAX 5EGURE 2x6 PT. PLATE TO BL / }"x5' ANCHOR BOLT W/ 2" W ER I __ SET IN SIMPSON HIGH ST NGTH EPDXY t" EMBED. MIN 32" OC MAX. a °° V THICK, 3 COq PORTLANID J�f CEMENT P1_46TER APPLIED u I ' ;IREC Y TO MASONRY jL/VAULT ORY GABLE CLG. O C K WALL SCALE: 3/4" =1' -011 Id 2X6 P.T. SECURED TO MASONRY w/ 1/2'x9" A.B. w/ 2' DIA. WASHERS, 7' MIN. EMBEDMENT WITHIN 8" OF EA. END, 32' O.G. MAX IN FIELD. 08 2' DECK SCREWS 0 6'-8' O.G. MAX a EDGES i 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' 74G SUB -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's to EACH TRUSS TO BE INSTALLED to MID. DINT OF TRUSS SPAN, OR 10'- " O.C. MAX. SEE ENERGY CCOE FORMS FOR INSULATION R- ALUES 60ARD OR I" HIGH CLG. BOARD x4 A 24" O.G. a INTERIOR KNEE WALL GONG. FILLED LINTEL BLK W/ (1) 05 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) S REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS a 16" O.C. " CMu I " GYP. WL. BD. NOTE: PER 1=5CR R1305.1.1 - FOR ROOF SLO S 2:12 TO LESS THAN 4:12, A (2) LAYER UNDERLA ENT SYST3=M IS REQUIRED. FOR ROOF 5LOPE 1= 4.12 OR GREATER, (1) LAYER UNDERLAYM3= IS PERMITTED BUT MUST BE PER ASTfl D226 TY II, ASTM D 486S TYPE IV, OR ASTM D 6-t5-t IX4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION PRE-ENG'D WOOD TRUSS (TYP) s 2411 O.G. MAX SIMPSON PETA-16 (TYP) VERIFY *.\ T-W/ TRUSS PLAN GONG. POURED LINTEL COURSE IX4 SYP LATERAL RE-INFORCING 36" O.G. MAX • TRUSS BTM. CHORD, SECURE W/(3) 10d NAILS ® EA. TRUSS CHORD GABLE END BRACING `08 RING SHANK GUN NAILS + 6" O.G. INFIELD TYP. EXT. SHEATHINQI ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STRUCTURAL GRADE) 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W r w w �o F q F A h sv�la=v a� LOT: CREEKSIDE LOT #38 PROJECT* 04321.000 038R1 a1[ODELe 4EAB "1672- ARIA" GARAGE OWING: RIGHT PAGE: WALL SECTIONS & DETAILS t60 MPH EXP. C DAB 05 f 27/18 8CAI.E: 1/4"=1'-0" SHMET 1)2 IBERGLASS SHINGLES VER 030 FELT PAPER STALLED PER FBCR 05.1.1 ON" 0.5.5. 7H ATl 41NC: OR }" CDX P YWOOD SECURED PER FASTENER SCHEDULE PRE- G WD. TRUSS 24" O.C. MAX. MTL. RIP EDGE 2X4 OR 2 FASCIA PER EL VATIONS VENTED ALUMA 501FFIT 1/2" CDX OR 7/16" SB SECURE TO WALL R FASTENER SCHEDU ON SHEET D OR 1/16" zl SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 1/8" THICK, 3 COAT CEMENT PLASTER APPLIED t0 METAL LATH OVER 2 LAYERS OF GRADE "D" BUILDING PAPER OR PAPER BACKED LATH OVER AN APPROVED HOUSE WRAP 1'-0" TY(=. I DETAIL 15AUA2 CONC. FILLED LINTEL BLK W/ lU 415 REBAR CONTINUOUS 5/8' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO 2—STORY WALL SECTION SCALE: 3/4" =1' -0" OVER #30 FELT PAPER INSTALLED PER FBCR RR905.1.1 ON a" 0.5.5. SHEATHING OR i" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE --,- m 2X4 OR 2X6 FASCIA) PER ELEVATIONS SECURED W/ (3) 12d NAILS 1/2' CDX OR 7/16" 055---, SECURE TO WALL PER FASTENER SCHEDULE ON SHEET D2 OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED, SEE — DETAIL 75, SHEET WA2 2X6 P.T. SECURE W/ — 1/2'X9" ANCHOR BOLT 32" O.G. MAX. NAIL GABLE TO 2X6 W/ 12d NAILS 6" O.G. MAX. SECURE TO TRUSS W/ (2) 12d NAILS VERIFY W/ PLAN SEE ENERGY CODE ORM5 FOR INSULATION R ALUES 5/8" GYPSUM 80 OR 1/2" HIGH STRENGTH LG. BOARD DOUBLE TOP P ATE WINDOW HEAD R SIZE VARIES PER WINDOW PENING SEE (HEADER SP N CHART FOR DETAILS WINDOW A ACHMENT AS PER MANUFA URES SPECIFICATIONS WINDOW ILL 2x6 ST D5 A 16' O.C. MAX W/ INSUL. SEE ENERGY CODE FO FOR INSULATION V LUES 4 G SUBFLOOR GLUED AND REWED AS PER FASTENER HEDULE ON SHEET D2 PRE-ENG FLOOR TRUSS ( INSTALL PER MFG. SPECS.) I" GYPSUM BOARD OR J" HIGH STRENGTH CLG. BOARD IX2 NAILER/DRAFT STOP — SEE ENERSY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WI OW ATTACHMENT AS PER MA FACTURES SPECIFICATIONS PRE AST CONCRETE SILL 11J +5 BAR VERTICALLY W/ CON POURED CELL Ix2 P.T. FU ING STRIPS s " O.G. all CMU 1/2" GYP. WL. D. WOOD BASE FIN. FLR. FIRE LASS SHINGLES OVER *30 LT PAPER INSTALLED PE FBCR RR905.1.1 ON j' O.S.B. EATHING OR i" CDX PLY OD SECURED PER F TENER SCHEDULE MTL. D IP EDGE 2X4 OR 2X6 ASGIA PER ELEv LIONS VENTED ALUM. 5 It 1/2" CDX OR 1/16" SB SECURE t0 WALL P R FASTENER SCHEDUL ON SHEET D OR 1/16' TIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) 1/8" THICK, 3 GOAT CEMENT PLASTER APPLIED TO METAL LATH OVER 2 LAYERS OF GRADE V' BUILDING PAPER OR PAPER BACKED LATH OVER AN APPROVED HOUSE WRAP DETAIL 75/WA2 5/8" THICK, 3 PORTLAND .Q PLASTER Ai :OAT "PENT 'LIED Y TO 2—STORY WALL SECTION SCALE: 3/4" = I' -0" 2x4 BLOCKING BEt N TRUSSES AT FIRST l FI RGLASS SHINGLES OVER BAY5 4'-C' O.G. (A *30 FELT PAPER (OR SHEATHING SEAMS APP OVED EQUIVALENT) ON " O.S.B. HEATHING OR "" CDX FL COD SECURED PER F STENER SCHEDULE PRE-ENG TRUSS TL. DRIP EDGE PRE-ENG D. TRUSS 24" O.C. X. 2x4 OR x(o SUB -BAND P E ELEVATIONS T. 2x4 RAT N SECURED W/ (2) 12CI'S CH TRUSS VENTED UM. SOFFIT SEE ENERGY ODE FORMS FOR INSULATION -VALUES 1,000* UPLIFT 5/8" GYPS BOARD OR ONNECTOR 1/2" HIGH RENGTH CLG. 2 SYP *2 BOARD DOUBL TOP PLATE D TOP WINDO HEADER SIZE VARIES PLA E PER NDOW OPENING SEE HEA ER SPAN CHART FOR ZIP 5HI THING--� DET ILS SYSTEM NSTALLED WI OW ATTACHMENT AS PER PER MAN SPECS.) M NUFACTURES SPECIFICATIONS OR INDOW SILL WALL 2x6 STUDS m 16" O.G. MAX W/ SHEATHING INSUL., SEE ENERGY CODE FORMS FOR INSULATION 2x8 SYP *2 R-VALUES WOOD STUDS J' T 4 G SUBFLOOR GLUED AND AT 12" O.G. MAX SCREWED AS PER FASTENER SCHEDULE ON SHEET D2 2x8 P.T. SYP *2 O SOLE PLATE I— :.� z w z O IL WEEP SCREED PER O �r ASTM 92�o-C 8 1063-C O PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) (SEE DETAIL 2/D3 " GYPSUM BOARD OR }° Z lU U HIGH STRENGTH CLG. BOARD lu IX2 NAILER/DRAFT STOP O CONC. FILLED LINTEL BLK W/ ? "s REBAR a 16 Z O.C. MAX, IN (1) 05 REBAR CONTINUOUS w CONCRETE EE ENERGY CODE FORS (X Z POURED G L, R INSULATION R-VALUES O VERIFY P P CAST LINTEL LL t- PLAN. WIND ATTACHMENT AS PER O O MANUF CTURES SPECIFICATIONS u INS PRE-C T CONCRETE SILL N LATION lU 05 REB R VERTICALLY I O W/ GONG. P URED CELL 73 m z U IX2 P.T. FURR G Z STRIPS m 24" C. Q I'v 5" CMU 1/2" GYP. WL. BD. l� WOOD BASE jE '-0" Z P Ft-R. CTION — OOD .—;'. FRAME TO > B LOCK WALLno PRE-ENG GABLE TRUSS VL1�7Ls+vv ar iivcaL�a VER *30 FELL PAPER AL PER FBCR ,r SPF STIFFBACK (SEE SEALD TRUSS ERR9ION 1"NG. PACK FOR SIZE t CONNECTION) SHEATH( `" GDX 1-2x4 SPF BLOCKING BETWEEN TRUSSES AT FIRST (5) BAYS 4'-C' PLYWOOD ED O.G. (AT SHEATHING SEAMS) PER FA5TE NOTE: SCHEDULE MTL. DRIP EDGE-T DIAGONAL BRACE ® PRE-ENG TRUSS 24' CENTER OF TRU55 SPAN OR 2X4 OR 2X6 FASCIA O.C. MAX. HIGHEST RIDGE. DIAGONAL PER ELEVATIONS BRACE TO BE a ANY SPAN `SECURED W/ (3) 12d OR GREATER. REFER NAILS TO TRUSS 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 7/16" 055 X-BRACE SECURE TO WALL PER 30'-I" TO 60'-0' (3) FASTENER SCHEDULE X-BRACE (1) X-BRACE ON SHEET D2 _ 6 CENTER AND (2) R 7/I6" zip SHEATHING E3RAGE DIVIDED SYSTEM (INSTALLED PER CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER MANUF. SPECS.) (2) 12d'6 ® EACH TRUSS TO END 2X4 W/ 3/6" X 5 LAG (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ 632" O.C. MAX. 0 (3) 12d'e ® EACH TRUSS DIAGONAL GABLE SIMPSON MST X-BRACING TO COVER 5-TRUSSE5 '� X— BRACING 32" .. MAX. 5/8" GYPSUM BOARD OR 1/2' HIGH D OP PLATE STRENGTH CLG. BOARD SCALE: 3/4"=1'-0" 2X D 16" O.C. MAX. PROVIDE EAVE BAFFLE OVER THE TOP OF INSULATION FOR CLEAR VENTILATION / PER FBEC R402.2.3 SEE ENERGY GC FOR INSULATION $" GYPSUM BO HIGH STRENGT BOARD S IMPSON SP2 .9 E 2X8 STU FORMS VALUES. kz D OR 2" CLG. 2" RT' WALL DIA ANCHOR BOLT AT 1(o" O.C. MAX WITH 7" EMBEDMENT AND 2" DIA. WASHER SIMPSON 5P1 a EA. 2X8 STUD (I) COURSE TIE -BEAM POURED SOLID WITH CONCRETE. (1) 05 REBAR HORIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL ZIP SHEATHINGS SYSTEM (INSTALLED PER MANUF. SPECS_) OR WOOD SHEATHINGS WRS LAYER 01, STUCCO WRAP WRB LAYER 02, FORTIFIBER t` BUILDING PAPER r METAL LATH FASTEN TO WOOD STRUCTURAL MEMBER M 7' O.C. MAX 7/8' TEXTURED FINISH • WOOD . x ' 'M' TYPE CONTROL JOINT FRAME TO BLOCK CONNECTION SEE DETAIL 6' METAL LATH STRIP 6' WIDE STRIP SELF ,- ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING TEXTURED FINISH a MASONRY 8' CMU VERTICAL CONTROL ]BETWEEN DISSIMILAR ATERIALS SCALE: N.T.S. " T E G 5L5FLOOR GLUED ND SCREWED AS PER FA EVER SCHEDULE ON SHEET D2 ON CMU) W/ (5) 2d NA5TN 2X4BB5 OCA PRE -EN Z)OR SS--' (INSTALL INrz. EG 2 P.T. 1=URRING STRIPS _ - Vr=LLK 16" O.G. CONC. F I W/ 8" Mu (1 B CONTINUOUS I/2" YP. WL. BD. IB �B O N (u *4 NTINUOUS REBAR FASTENING DET WOZ D SE SCALE: 3/4"=1'-0" *4 EBA 48" LONG W/�o" HOOK 24" O.G., MIN. 24" IN S B ROOF 56 UPLIFT 2'-0." ilIN. COMNN OR IN 5LA5) CLARITY FOE a.I SHOP DWl'z .111111100 I , 3 1 /2 " GONG., RE I W/ 6 "x6 " WI.4XWI.40 WWI" ON -MIL EXTERIOR WALL sHEAtHINCS ( ". POLYETHYLENE V FOR ) FAS EACH STUD r ' * RETARDER ON TO DBL. P PLATE WELL -COMPACTED CL AN W/ U6P MANUF6 NAIL PER .8 ° G FILL TERMITE TREATME T SHALL BE BORA-CARE OP TWALL (3) *5 REBAR CONTINUO OFCEXTERIOR ON CHAIRS SCALE: NT5 PRE ENG GABLE TRUSS NQtE: 5PF STIFFBACK (SEE SEALD TRUSS pIAGONA AGE g ENG. PACK FOR SIZE E CONNECTION) CENT OF TRUSS 2x4 5PF BLOCKING BETWEEN tpA< OR HIGHEST TRUSSES At FIRST (5) BAYS 4'-0" IDLE. DIAGONAL O.G. (AT SHEATHING SEAMS) BRACE TO BE g ANY SPAN IV-0- OR GREATER REFER TO TRUSS ENG. FOR - TRUSS 2 ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. SECURE t0 \r 0'-0' TO 30'-0" (1) TRUSS W/ X-BRACE (2) 12d 30'-1" TO 60'-0" (3) Al X-BRACE (1) X-BRACE ® CENTER AND (2) BRACE DIVIDED EQUALY FROM CENTER C rsm �� T x xx_`k TO END CONT. 2x4 5PF RAT RUN SECURED 2—STORY (2) 12d's a EACH TRUSS ABLE END (2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ (3) 12d's a EACH TRUSS DIAGONAL s X-BRACING TO COVER 5-TRUS5ES BRA 5/8' GYPSUM BOAR) OR 1/2" HIGH STRENGTH CLG. BOARD SCALE: 3/4" _ - " XTER(OR WALL STJOi WALL 64EATHII FASTEN STUD O BLOCK WA WITH USP MST STRAP WI FASTENERS AS S INSTA STRAP • EA E UND SPACE STRAPS AS F Ol -110 MPH 'C': 32' -110 MPH 'B': 32' C -160 MPH 'C': 32' C -150 MIF 4 'B': 48' C -140 MPH 'C' 48' C TOP OF STUD WALL SOLE PLATE - LOP OF MASONRY WALL CMU BLOCK WALL -,,000 � 1 1 ILI -i- PLACE STRAPS 6PAGE0 AND FASTENED AS SHOWN WITH ONE ADDItfONAL S At EACH WINDOW STUD M (I Od COMMON NAILS \\ T TUD (0.148 DIA 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 STRAP TO CMU BLOCK WALL W/ (T) 3/I6' DIA X 1-1/4' TAPCON MASONRY XTERIOR STUD WALL CONNECTIO TO FIRST FLOOR MASONRY WALL 3 BC . Nt5 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w v w 0 0. W A F Q 2 SVSDIP. de iAT: CREEKSIDE LOT #38 PR0mccT# 04321.000 038R1 alsoaEz.: 4EAB 1672- ARIA" GARAGE 8W1NG: RIGHT PAGE: WALL SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA r ate. m a DATE: 05/27/18 BCALJL- 1 /4" =1' - 0"