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HomeMy WebLinkAboutBUILDING PLANS PAGE 1-15FILE COPY • STATE OF FLORIDA CERTIFIED BUILDING D.R. HORTON HOMES CONTRACTOR: 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 ER CONTRACT DOCUMENTS. BLVD. 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 B DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN -RITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN ROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF ONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN ENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION ASED ON THE DRAWING SET. a, 6 13 Q, 7 ( j � d^�lll"�l�ld' 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 DESIGN CRITERIA: ABBREVIATIONS -FLORIDA BUILDING CODE RESIDENTIAL ABV. ABOVE LAY. LAVATORY (FBCR) 2017, 6th EDITION A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET - FLORIDA FIRE PREVENTION CODE 6TH EDITION ALT. ALTERNATE M. MANUFACTURER - NATIONAL ELECTRICAL CODE (NEC) — 2014 EDITION AMP. AMPERAGE MIN. MINIMUM -ALL LOCAL AND STATE CODES BD. CL BOARD CENTER LINE MID. MIL. MOUNTED METAL • OCCUPANCY — RESIDENTIAL, GROUP R3 CAB. CABINET N.T.S. NOT TO SCALE • CONSTRUCTION TYPE — VB CLG• CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE • MIN. INTERIOR FINISH — CLASS B CONC. CONCRETE P.B. PUSH BUTTON • BASIC WIND SPEED - Vult=160 MPH CPT. CARPET PH. PHONE Vasd=124 MPH C.T. CERAMIC THE PLT. PLATE D. DRYER PLYWD. PLYWOOD • EXPOSURE — C DBL. DOUBLE PR. PAIR • 1—STORY RESIDENCE — D.C. DUAL GLAZED P.T. PRESSURE TREATED • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL DIM. D R. RISER DIM. DIMENSIOMENSIO N RAD. RADIUS AND STATE CODES DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP HER 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. ELEV.A. EQ. EACH ELEVA'ITON EQUAL SHT. SHTHG. SHWR. SHEET SHEATHING SHOWER SQ.FT, CALL. S EXH. EXHAUST SIM. SIMILAR EXT. EXTERIOR SL. 31ADING LIVING 1612 SQ. PT. F.G./FX . FD[ED GLASS SL. GL. SLIDING GLASS GAS 432 SQ. PT. F.G. FUEL GAS STD. STANDARD ENTRY 38 5Q. Pt. FIN. FINISH SWS SHEAR WALL LANAI 96 $Q. PT. FLUOR. FLUORESCENT SC SOLD CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS TOTAL 2238 SQ. PT. FTG. FOOTING THK. THICK GA. GAUGE T.O.C. TOP OF CURB AlG VOLUMI= 14-t13.1 GAR, GARAGE T.O.P. TOP OF PLATE GAR, DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL INTERROPTER U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H.B. HOSE HIH W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW INSUL. INSULATION W/H WATER BEATER INT. INTERIOR W.I. WROUGHT IRON REVISIONS REV. DATE DESCRIPTION -- 01 31 14 BID SET ISSUED -- 02 27 14 CONSTRUCTION DOCUMENTS COMPLETE -- 06 02 14 RANEY TRUSS ENG. 160—C ELEVATION "C" STD. ONLY -- 06 05 14 RANEY TRUSS ENG. 160—C ELEVATION "D" STD. ONLY -- 07 31 14 RANEY TRUSS ENG. 160—C OPT. LARGE LIV. & LANAI -- 07/01/15 FBCR 5TH EDITION (2014) CODE UPDATE INDEX OF DRAWINGS SHEET # DESCRIPTION PG CI —COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG IA —DOWEL PLAN PG 1B—LINTEL SCHEDULE PG 1B.1—SAFE LOAD TABLES PG 2 —FLOOR PLAN PG 3D—ELEVATIONS "D" PG 4D—FRAMING PLAN PG 4.1—CONNECTOR SCHEDULE PG 5—ELECTRICAL PLAN PG 6-11VAC PLAN PG DI —FOUNDATION DETAILS/SECTIONS PG D2-1—STORY WALL SECTIONS & DETAILS PG D3-2—STORY WALL SECTIONS DETAILIS PG D4—MISC. DETAILS PG 115—PRODUCT APPROVALS PG WAI—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WAL1 ASSEMBLY DETAILS —WINDOW FLASHING PG WA6—WALL, ASSEMBLY DETAILS —SUB —BAND 1 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 E W U r d. O F~v 0. U �7 Q h F: IM BtMDXV. & LOT:CREEKSIDE LOT 51'z EiOJCT# 04321.000 051R1 ODinu 4EAB 1672— ARIA" C;ARAGIC BWMG: LEFT PAGE. COVER PAGE 160 MPH UP. C ARCHITECT: STATE OF FLORIDA JUNO/621 DATA: 06/06/18 18CA1E: 1/4$$=1'-0" cI mW o� Z oan �m Iuj 3 z lu33 las J.W-i nWLnO .W 2 W LuW< n�d'D a In 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. 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTSHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCRDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROH5ED, A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN ROPERLY BRACED. (WHERE APPLICABLE) II. ATTICS W/STORAGE 20 III. ATTICS W/OUT STORAGE 10 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FO(tING LINE. IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. VI. STAIRS 40 VII. ALL OTHER ROOMS 40 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WfHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEEED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING B. FLOOR DEAD LOADS R301.4 15 (PSF) JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY,�ND COUNTY BUILDING AND ZONING CODES. C. ROOF LIVE LOADS R301.6 ** I. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED II. EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS, THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 6TH EDITION (2017). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL 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 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). 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IcTO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/<" 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'/.*. 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDERALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. "A'e Uov 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 /ACI 530 /ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/a INCH AND NOT MORE THAN 3/a 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 R606.2.11.OF THE FBCR 6TH EDITION (2017). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE), 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED'/" 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 7116 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/FPI 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). D1 IIIIA121Kif_ 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 %` PVC (SCHEDULE 40), INSUrATED 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 P3005.2OF THE FBCR 6TH EDITION (2017). ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH EDITION (2017). 3 WELDED WIRE FABRIC SHALL BE 6" X 6" - W1 4 X W1 4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185 LAP EXTERIOR WALL COVERINGS SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25" 4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -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 1/2-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 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. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH-3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND. I. #11 AND SMALLER '/*" D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/" i 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER i 1. ALL WO. DS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN B AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION C. i SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. !TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, Y8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & 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 LIMITED TO: - ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS 1" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS - WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS, 4, SHALL BE INSTALLED PER ASTM-Cl 063-11A AND R703.7 OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 t 02 18 94 0 tj y q h stromv. de MoRl CREEKSIDE LO T 51 P1 ojmcT* 04321.000 051R1 x03DIDIA 4EAB "1672-ARIA" CtAitAGE 811MG: LEFT PA4IM GENERAL NOTES 160 MPH EP. C ARCHITECT STATE OF FLORIDA DAM. 06/06/18 BCA M-. 1/4"=1'-0" IDii�BiT GN SLAB DOWEL LEGEND ■ CONT. VERTICAL DOWEL TO LINTEL COURSE SECURE STRAP TO UNIT W/ (2) *Sxl 1/4 SHT MTL SCREWS SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONC. W/ (2)-3/16'X2" TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. I OVER HEAD a 12' FROM STRUCTURE I I/2 � 2" I KITCHEN / SINK W/ I I/2" �/� AUTO VENT i I R. r I �I I/2 2" V.T." 211 1 I I/2" 1 1/21I I 2' I TUB I / I I/2 I \� I I/2 11/2'-�/ f—I 1/2° LAV 21 wC. 2� — — — — ��-1 1/2' 1 I/2 I 1 2 3 2 3 IWC IWASHER 11 LAV. 11 3° I SHWR V 4\ TO MAIN 3 PLUMPING RISER DIAGRAM 4' CONG. SLAS� B pt TYP. 38' - 8" 12'-011 EXTEND END OF PVC CHASE UP 12' ABOVE i — COND. CONC. PAD FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAP LOCATION WITH SITE PLAN -FLOOR ELEVATIONS AT R.FQUIFA=-D EGRESS DOOR SHALL MEET PROVISION OF R3113.1 OF THE F 5CR &th EDITION (2011) 24"X24"XI2" CONC. PAD W/3-S BARS E.W. ON CHAIRS MIN. 3" COVER 1 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w w 0 yF W U A F F simmv. as LOT: CREEKSIDE LOT 51 PROJECTyJi 04321.000 051R1 UOIDEL: 4EAB 1672- ARIA" GARAGE 811MG: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP. C ARCHITECT - STATE OF FLORDA 6 DptllqT A06/06/18 ®CALD 1/4"=1'-0" SHEET DOWEL LE:CaEND ■ CONT. VERTICAL DOWEL TO LINTEL COURSE _ il d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F WW U O y� W U W A F q C� ®LIMM de LOT: CREEKSIDE LOT 51 PEiOJECT* 04321.000 051R1 saoa�Lr 4EAB 1672- ARIA" GARAGE 8'1 MQ: LEFT PAGE: DOWEL PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA nA::. ,- ROLAND A AiIOU6ACRA AR NO'93723 04 PRINT LDATE: 06/06/18 I:ICALE: 1/4"=1'-0" S*MZT IA (2J 3052-SI 4 L-3 0 EGRESS (2) 3052-SI I I I LANAI D��T (31 8'-8'R 6N _ OWNER'S 51-811 cL I I SUITE 1 1 8'-8" CLCs. (2J 3052-SN I L— 2 GREAT ROOM I W.I.C. I _ JI I s'-8" CLG. 8'-s^ Cl-G. I I o 010 KITCHEN I I 0 UHr--� _ I%.,�� ": , I Id I • lie BATH ------ c, L—� and 6-OanT SF16-OH/IT 8F16-I5/IT 8F24-15AT SF28-15/It 8'-8" GL�. BDRM #3 Qui 1 / a'-8' CLG. I •; I I ICN.11 I L--JLAI L--_j CL Oo r------i II BATH 2 II L — — — — — J II S'-S" CLG. GARAGE FOYER 8'-8" CLG. Q BDRM•#2 L-7 8'-8" GLCs. ENTRY 8'-8" CLG. -------------------- (2) 3052-SH EGRESS L-1 L— 2 LINTEL SCHEDULE` NOT;=: 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 CAST-�RET�' LINTEL SCHEDULE LINTEL No. L�NCstl-I TYPE COMMENTS L I 17'-4" SF28-1B/IT L 2 81=16-IBJIt L 3 12'-(ZJ" SF16-IBlIt L 4 9'-4" SFlfo-IB/lt L 5 SF24-1B/lT L 6 4'-6" SF16-OB/It L rt 4'-6" 8RF6-�B/IT RECESSED 41 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I N 0 F Ey U 0 CI R stmDrv. de LOT: CREEKSIDE LOT 51 PP.OJECT# 04321,0001 051R1 MODEL: 4EAB "1672- ARIA" GARAGE 8WING: LEFT PAGE: LINTEL SCHEDULE 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA A r asaa� a DATE: 06/06/18 SCALE: 1/4"=1'-0" SHEET SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B 8F20-OB 8F24-OB 8F28-OB 8F32-OB 8F8-1B 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 1 7526 9004 1 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 1 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 1 V-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 1 1855 2370 2890 3410 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'4" (232") PRESTRESSED N. R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24'-0" (288") PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS UPLIFT LATERAL TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 81728-1T 8F32-1T 8U8 81F8 8F8-2T 8F12-2T 8F16-2T 81720-2T 8F24-2T 8F28-2T 8F32-2T 2'-10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3'-6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 2215 3165 4125 5091 6061 7036 4'-0" (48"} PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'-4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5'-10" (70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6'-6" (78") PRECAST 1141* 1200 1733 2250 2769 3290 3812 707 887 1141 1182 1684 1 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 1 N.R. 357 243 352 582 852 1156 1491 1742 164" (184") PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17'-4" (20$") 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 GRAVITY TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B 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'-8" (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 1 1497 1 2179 2618 3595 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS 4^XT104arld UPLIFT LATERAL TYPE LENGTH 8RF6-1T 8RF6-2T 8RF10-IT 8RF10-2T 8RF14-IT 8RF14-2T 8RF18-1T 8RF18-2T 8RF22-IT 8RF22-2T 8RF26-1T 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 1 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 516 614 533 527 1009 1369 1728 20887-f 2450 "REUUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR #5 REBAR AT TOP MIN. (1) REQ'D ° 1-1/2" CLEAR TYPE DESIGNATION pt LD F = FILLED WITH GROUT / U = UNFILLED U = C.M.U. QUANTITY OF #5 REBAR AT a BOTTOM OF LINTEL CAVITY I z 0O ° GROUT 8F16-1B/1T z � #5 REBAR AT BOTTOM • • OF LINTEL CAVITY NOMINAL WIDTH L QUANTITY OF #5 BOTTOM REINFORCING NOMINAL HEIGHT REBAR AT TOP 7-5/8"ACTUAL PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) GENERAL NOTES SAFE LOAD TABLE NOTES MATERIALS 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 6-112". 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'a grout = 3000 psi w/ maximum 3/8" aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated. 4. Concrete masonry units (CMU) per ASTM C90 w/ 4. Lintels are manufactured with 5-1/2" long notches at the ends to accommodate 3. Safe loads are total superimposed allowable load on the section specified. minimum net area compressive strength = 1900 psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Rebar provided in precast lintel per ASTM A615 GR60. 5. All lintels meet or exceed L/360 vertical deflection, except lintels 17'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8" meet or exceed L/180. addional reinforced masonry above the precast lintel. 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6. Prestressing strand per ASTM A416 grade 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 270 low relaxation. 7. 7132" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 7. The designer may evaluate concentrated loads from the safe load tables by 7. 7/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. calculating the maximum resisting moment and shear at d-away from the face of support. 8. Mortar per ASTM C270 type M or S. 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y W W may.. A E a IJ stmDrv. ee LOT: CREEKSIDE LOT 51 PROJECT�Ji 04321.000 051R1 MODELe 4EAB 1672- ARIA" GARAGE 93WMG: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXR C ARCHITECT - STATE OF FLORIDA ` AT ` 06/06/18 DATE; SCALE: 1/4 11=11- 0" GROUND SNOW LOAD WIND DESIGN SPEEDd tOPOCxRAPI-41G IMPH) EFFECTS` SEISMIC DESIGN CATAGORYr SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP' ICE BARRIER UNDERTLAYMENT �QuiRED" FLOOD HAZARDS g AIR FREEZING INDEX ` MEAN ANUAL TEMPS WEATNERINGa FROST LINE DEPTI-4b TERMITE` NA 160 C NA NEGLIGA5LE NA VERY HEAVY 42 NA SEE SURVEY NA NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.5.1 THROUGH F5C R302.-B.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION FIBC R302.10.1 THROUGH F5C R302.10.5 COIaPOMW MD CLADDING WIND LOADS BASIC WIND ERPOSIIRE FOR 3 SECOND OUSTS 0H NGS SOUAFE TONE SO WH WILD Mil) FEYAWCS AND TYPE FOOTAGE MIN, WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA Sfs.D. MIN. 12 5 30/-37 CRITERIA 80'i0 O.H.D. 56 5 30/-38 160-70 O.H.D. 112 5 29/-35 SOFFIT N/A 5 31b/-38.8 -6829/ IF ROOF TILE N/A 3 _5829 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. WALLS 3 I i 10°<0—<450 GABLE ROOFS 100 < 0 z5 45" For Sl: I foot -- 304.8 mm. l degree = 0.0175 Tad. Note: a = 4 fleet in all cases. I GABLE ROMPS 0:510v in HIES ROOFS 100<€It� 301' s s loo 106 < 0 - 30m FIGURE R301; (7) COMPONENT SAND CLADDING PRESSURE ZONES v 301-a" 11 NOTE: -2-8 LOUV. DOOR 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 OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" (35 MM) IN THICKNESS, SOLID ORHONEYCOMB-CORE STEEL DOORS NOT LESS THAN 1 3/8' (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. EXTERIOR MASONRY WALL 5R3. HEIGHTS ,,,,,,,,,,,,I SQ.FT. CAM'S LIVING 1612 SQ. FT. GARAGE 432 SQ. FT. IENTRT 38 SQ. FT. LANAI S6 SQ. FT. TOTAL 2238 SQ. FT. A/C VOLUME 14113.1 cue DSL. TOP PLATE BAR DETAIL A SCALE: 1/2"=I'-0" I r EQ. O VANITY (y)VANITY d 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 R a A h A BXMDXV. de LOT: CREEKSIDE LOT 51 PitojECT# 04321.000 051R1 MODEU 4EAB 1672— ARIA" C;ARAGE e111MG: LEFT PAGE: FLOOR PLAN 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 06 DATE: 06/06/18 SCALE: 1/4"=1'-0" SHEET I S'-8'_-BRCS.I-4Czt. -0 1 0-0" FIN, PLR IREAR ELEVATION 11=XTURE:D FINISH 1I6 8'-8" BRCS. HGT. 0'-0' FIN. FLR. CS. HCsT. AA 2'-4' 0'-0' PIN. FLR 7J — — OFF RIDGE VENT EQ FYFI BKTIIXI-t OR EQUIVALENT DECORATIVE BRACKET FYPON LVI2X24 OR EQUIVALENT 12 6 BRCS. HGT. 6-8' BRG. HGT. WA2TYP. 14s 6 RAISE:D BAND (TYP.) 9 TYP. WA? �=E mat r.-wri i 0'-0" FIN. FLR 0'-0' FIN. PLROIL TI OFF RIDGE VENT LEFT ELEVATION TEXTURED FINISH OFF RIDGE: VENT OFF RIDGE: VENT RIGHT ELEVATION TEXTURED FINISH v � - SHINGLE ROOF FYPON BKtIIXI� OR 14 EQUIVALENT _ TYP. 4" RAISED � BAND (TYPJ �0'-0" FIN. FLR. �N I I FR ONT ELEVATION TEXTURED FINISH NOtE:: WALL FENESTRATION PLASI-41NCx AS PER PBCR R103.4 0'-0" FIN. FLR. 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 = .4X 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 (net free area) LINEAR FEET OF SOFFIT REQUIRI 64.02 m 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 h W U w ti Q. A F A SVHaIV, de LOT: CREEKSIDE LOT 51 PR.O.TzCTyJi 04321.000 051R1 MoaE1.4 4EAB "1672—ARIA" aaP.wGZ e111MG: LEFT PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA PRINT 06/06/18 m m m BJI II II II II II BJ3 Ix4 DIAL. BTM. BJ5 = I( II II CHORD BRAC yp. AS yr� A6 A5 - -� F '-0" Ix4 BTM. CHORD BRACING A4 12' OTC. MAX., SECURED W/ — — (2) 10d COMMON NAILS a 43 EA. CHORD INTERSECTION, _ TYP. T �A- , 22 X 54 = 1 ATTIC I A3 _ ACCESS — s44 _ =1 A5 Alp — lu Ilt A � m m In I —I y II ro —IT r-Ili\�i E ICE 3'-O" I, 3'-0" I, I, 3'-oo I, 3'-PI" I, 3'-0" I,A3'-O, I, 3'-0" 1r-v a IX4 DIAL. BTM. CHORD V-CsABLE END BRACING BRACINCs, TYP. SEE DTL. '4' SHEET 02 PRA ING PLAN �1 BJ I BJ3 BJ5 BJ5 BJ3 BJI r h�l 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www. a b d es i gn gro u p. co m AA #: 0003325 E w y U w 0 0. U 41 Q ti ti [P3MOJZCT# BDnr. ae LOT: CREEKSIDE LOT 51 321.000 051R1 DEL: 4EAB 1672— ARIA" GARAGE S WMG: LEFT PAGE: FRAMING PLAN t60 MPH EXP. C ARCHITECT STATE OF FLORIDA JUN _C D t A A HHACRA AR NO 93723 PRINT DATE: 06/06/18 8CALE: 1/4"=1'-0" NBEET 4� 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com l AA #: 0003325 F W Cal W v W 0 0. p h p evaa=v ad LOT: CREEKSIDE LOT 51 PROJECT# 04321.000 051R1 MoIDElt 4EAB "1672-ARIA" GARAGE ST#MG: LEFT PAGE: CONNECTOR SCHEDULE 160 MPH EXP. C ARCHITECT STATE OF FLORIDA Iil 06/06/18 SCALE: 1 /4"=1' - 0"' 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION I NOTES 125V OUTLET 20 AMP BINDLE POLE 110V OUTLET =m I 110v OUTLET 1'r'0—, ' ---- 1 6UTC CsFI IIOv OUTLET cwircv uicsrvv+ r+wt. i INTERUPfER CTAMPER REWSTAxr TYPE) EO 220V OUTLET (4) WIRE C NNEC'TION ll� EXT. WATERPRl2C)F GRMND FAULT Url CUTLET INTERR FPMR SWITC44 SWITC44 I 3-WAY OPER. ,V4 SWITCH 4-WAY OPBR WALL MOUNTED —o L1044T CEILING LIGHT \q V' I VJAG +ram M,11 F RECESSED CAN WALL SCONCE PR8-WIRED t� VENT. FAN I Cr M PER sQ PT. II UK-*+r ' I C P M PER $a Fr. I FIXTURE CSPEC'S TBD BY mwe =I 2-13111-13 WRAP AROUND I )= = =( 12'FLUORESCENT I I I )-- _ _ _ ==( 14' PLUORMSCENT I I 4' TRACK LIGHT 0 I PANEL METER OSMOKE S.D. BAIT. DETECTOR DLLP uI/ uARW[REwIRe WALL MOUNTED 9ATT. BACK-LLP B.D. SMOKE DETECTOR W/ I+ARDWII41E CARBON MONOXIDE WOKE DETECTOR �. r+N�wlne INTER-CONIJEGTtA SHALL BE A DISTANCE OP NOT LESS THEN 4' OM WALL PENDANT LIC:2-IT NATURAL GAS 11/ CUTLET ` TELEPHONE JACK HEATER WATU44 TO W ELEVATED DIOD DISCONNECT I I ' A/C AIR CONDITIONING DISCONNECT Tv. TELEVISION JACK CEILING BOX RECUIRE O TO BE SUPPORTED IN ACCORDANCE W/ BOX J-BOX MARKED AS SUCH %OR GTICN BOX RECEUIRE TO 9E SUPPORTED IN CEILING FAWLIGHr ACCORDANCE W/ 9Ox MARKED AS SUCH FOR lNePECTION FLOOD LIGHT OFT. SECURITY KEYPAD --� P.B. PUSH-BUTTON FOR CHIMES use PORT LOCATION OF TV JACKS 4 PHONE OUTLETS t 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 6TH EDITION (2011). 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 MI501.4 FBCR 6TH EDITION (2011). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6T14 ED (2011). ALL LAMPS SHALL BE SELECTED BY METER FIELD VERIFY LOC. OPT. COACH LIGHT � ELECTRICAL PLAN WP Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) i n 1 1 /2" C. OR 3- #2/0 AL THWN & 1- #6 Cu (G) i n 1 1 /2" C. Wire Pole Bkr Description Watts 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 CLITHWN & 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 Apppliance 1500 5 6 4500 Water Heater 25 2 #10 #12 1 20 RefigeratorGFI 1500 7 8 # 12 1 20 Dining Receptacles AFCI 15W 9 10 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 #12 1 1 20 Foyer / Hall / Laundry AFCI 12W 13 14 5000 Dryer GFI 30 2 #10 #14 1 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 15 1 #14 Space 25 26 900 Owners Bathroom AFCI 1 #14 Space 27 28 1000 E)derior Lights and Recpt. GFI 20 1 #12 S ace 29 30 1000 Im ation controls only 20--1 #12 Space 31 32 Space Space 33 34 Space Space 35 36 Space Space 37 38 Space 48 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 15400 1 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 43100 First 10000 watts at 100% 10000 Remaining watts at 40% 13240 Total A/C load 9800 100/6 for future growth LOAD CALCULATION IS BASED ON AfC NON -COINCIDENT LOAD Total Connected Load Watts 33040 Total Arns (watts / 240 molts) 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 Totalwatts General Lts & Rec Panel A 1 81 6351 5081 1�PO A`1f=' ELECTRICAL RI5ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH EDITION (2011). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THWN/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 #2/0 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 302/0 CU, THUAN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT 0 OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MCB TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT 1 PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT - 1 "4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE FBCR 6TH EDITION (2011). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W U W O F 4 U Q F A ti 1BtTHDiV: aC LOT: CREEKSIDE LO T 51 04321.000 051R1 MODEL: 4EAB "1672- ARIA" GARAGE 81►ING: LEFT ]PAGE: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECT( STATE OF FLORIDA l' 6 ram" DATE: 06/06/18 SCALE: 1 /4"=1' — 0" BHZET 11) HOP ARIA EQUIPMENT SCHEDULE 2.5 TONS mI;G CARRIER G.U. 25-45C530A#030# A.H.U. FX4DN(5P)031L HEAT 5KW SEER 15 SEER TOTAL CAP 28400 ELECTRIC 208/230/IHF 5RKR C.U. 30 A.H.U. 35 REF LINES 3/4' d 3/8' F W v W 4 O yF W U W A F Q SVHDIV: ae LOT: CREEKSIDE LO T 51 PIRO.TECT# 04321.000 051R1 MODELt 4EAB "1672- ARIA" GARAGE >9WMG: LEFT PAGE: HVAC PLAN t60 MPH EXP. C DA�TZ: 06/06/18 19C.il 1 /4"=1' - 0" 8HEET 6 !U b REBAR VERTICALY Ul/ CONC. Y FOUR CELL SEE ENERGY GORE FORMS FOR STUDS INSULATION R-VALUES TE TO STUD W/Ak TEXTURED FINI81-! SP • O.O. MAX 0. twlB`CMU PLATE r0 BLAB UY 8' I! LUAS1.4ER T. P UW }' .PLATE 70 BLAB UV IOd TN BLAB WP5IRrEORC0p W/SLT W/ 2' WASHER T' K • DO MAX. M NAIL • 32' O.C" MAX 6 x 6 - A4AUTA WLIM. n `1�' GYP, BD. ` WOOD BABE . MK • 32' OG MAX I' NO81 IO" a z 04 � z p STOP � � 4' CONG. IREYJFORtED UV 6'X6• � a o m � RE'BAR .) . . F ° ° .a+ WAXWIA UII.F OR FY3ERMEBH ON d 4 RE W-OROEP W/ i'X6' WIAXkU - • • - °+ 6-MIL VAPOR (RETARDER ON ULF FIBERMEBH ON 6-MIL. VAPOR 4' INFOR�D W/ 6'Xb' UA.CJ(W,4 . m IA' RADI � p > L 4FJ_L-COMPACTED GLEAN FILL. 0.' RM Cry YE4 ON 6-MIL. V D CLEAN ' OR F BERMEBH ONON 6--MIL VAPOR'A i- OR R 4 N WLF OR FI RMEBH ON 6-MIL VAPOR 0. z . BORA- APPLIED At F1R/J'11Nf•. BORA-CARE IED AT TiRATiUdG. R ON LLELL COMTO SP GLE • TERMITE TiREATMENT TO BE FILL. TE TE 71REATM9JT t0 JSE E RETARDER DELL -COMPACTED CLEAN z �u FILL. IYO TREATMENT PA T 4 BORA-CARE APPLIED At FRM'11NCx FILL TERMITE ATMENT TO BE L €L., w 0. 4' 4 DORA- APPLIED A7 FRAMING. z (3) 5 14MOAPR ON IR8 a" A ? O, (2) 5 REBAIR CHAIRS E 4' 1'-m' 4' I'-g' ry o nt 0 ='-O' (2) 5 RE CHAIRS > w I.-s. G' MIN BE _ � l > ��___� I FOIREGRDUND ryT^ �.. (2)5 F9BAR ON CHAIRS r—o) vn i t vv Luv� 1—ZSTURY FUOTING 2-STORY FOOTING ------ 1-STORY FOOTING /'� W/ BLOCK WALL UPLIFT) AT L.B. W. STAIR DETAIL 1 BGAALE: I/J'.I'_®' @AT_�&W�- I/v_,_®, � � AT L.B.W. (W/ NO -UPLIFT) SCALE: I/2'.I'-0" sGALE: U2'.I'-®: SCALE, 1'=1'-0' 3A NOT USED C a e 4' COdC, RENF. � 6'x6' WIAXWIA® WUM ON 6-MIL POLY ETHYLENE VAPOR RETARDER L > 4" Oi ATMEN OMPA L M GLEAN FILL TERMITE 4' ONC,6-MIL FMrWPOL*f W/ 6'x6' WL4XWIOR UAYI'I 81UpB li' O p TRREATMENT SHALL BE BORA-CARE RE ARD POLY ETHYLENE VAPOR IAX p $' RETARDER ON YELL -COMPACTED GLEAN 8TUD8 16' O.G MAX (I1 b REBAR Qi GI-IAiIRB 4' 4' FILL TERMITE TREATMENT SHALL BE SECURE BOTTOM O W1 BECIII� BOI•I'OM O VAIRI WI BEGUIRE P. T SATE M W/ BORA-CARE SP1PBON 6P4 ' O ARAM BmPBGN BP4 • ' O 4 THICKEN EDGE GARAGE STEP-UP HEIGHT OF GARAGE SECURE Br o w/�x8' HEIGHT BGALEe U2'.I'-0' VARIES WITH SLOPE 2' R l' EMBED. VARIES, W TH SLOPE SECURE St. 2 O Ul/ EMi,xTO SLAB V wd cJ NON —BEARING MK. MAMIN . oc MAx . M2 OM MAk 8 E: In'.P-0' X7 FOR EXPANSION 'E D FOR EXPANSION _w 4 ww w > a a FEINF. W/ 6'xb' WIA44UL40 WIN ° ? POLY ETHYLENE VAPOR b'XG' WACWIA 1 ... a, ea - ' ° TARDER ON UELL-COMPACTED GLEAN < FIRE -C 6-MIL. VAPOR " ° .� a ° _ - a FILL TERMITE TREATMENT 814ALL BE RET LL-COMPACTED GLEAN w I,INFOIRGEP UI/ 6'X6' WL4XWL4 REINF'OR!.EP Ul/ i'Xd' WUXWL4 -CARE . �. 4' AbI11A0 WIM ON z V FIBESI E8H ON b-MIL VAPOR - .: OR FIBERMESH ON 6-MIL VAPOR ° LONG '4' FILL TREA1FENr r0 BE - b-MI PO YET VAPOR RETARDER - w BETA R ON YELL -COMPACTED CLEAN z v 0. FIRE 6-MIL VAPOR LL- GLEAN FILL TERMITE FILE-G APPLIED ATTo MEFRAMMG. M a' 4 4" BORq- ITE TREATMENT APPLIED AT TO ISE . > 0 �T ER ON UELL-GOMPAGTED CLEAN o !2)'6 ON CHAIRS 5 REBAR ON CHAIRS ° M z (U A L BE BORA-CARE '" .g 4' 21-OIll <915 REBA CHAIRS FILL ITE TREATMENTTO MI p 4 I �+ ° ME APPLIED AT FRAMING. L > ER ON UELL-COMPACTED CLEAN z or 4" BORA- APPLIED AT FRAMING. 4" w 4" ., vER I, (2) b WEAR AIRS II-8�� (2) b REBAR CHAIRS > — 1—STORY FOOTING .RAGE STEP— GARAGE STEP—UP GARAGE STEP UP GARAGE STEP—UP GARAGE STEP-UP 2-STORY L.B.W. AT FRONT PORCHES NON -BEAR NG 6 LAW. W UPLIFT 2-STORY L' B. W. W/ UPLIF W/NO UPLIFT WINO UPLIFT 4A 'STEMIUALLTO`asMilt3CGURSes °+�AIE' Irz I (a @11AL5, EXTENDED FOOTING EXTENDED STEP A I!2 -I -0 SCALE: IR'• I'-0' GRADE RECESS FOR SECURE P.T. or. TO SL B UU y v I�6+" II1'x8' t ° ° o � m � GARAGE DOOR � EMBED. MIN. 7' OC M (I15 REBAR VERTICALLY W/ CON5 C. (1) REBAR I Y -MIL ETHYLENE VAPOR SECURE P.T. TE O W/ n• "POUREP CELL ..�-�—IL( GONG. xb' WL4XWA0 WLM IR'XS' T B Cr11J B GMU CLE F L TERMITE TEE TREATMENT SHALL m GONG, RER'F. W/ 6'x6' WAXWL40 ULM ON F Q NOTE, OPTIONAL USE 0= 4 •GARAGE "' 0 4' S"' 6" ,4' I-m° 6-MIL L-COFIPAGTED GLEANA fl•LL TERMITERETARDER ON 4 . W/ 8'x6' WAXWIAO UWM -� CONCRETE CU1R6 • GARAGE - 4" b WEAR ON CHAIRS O BY TREATMENT SHALL BE BORA-CARE w > n ON -M 'ETHYLENE VAPOR �� ,I WALLS 70 BE DETERMINED BY N DIVISION. R as DELL -COMPACTED CLEAN S,UCCO BUILDER BY PIVI8ILK BAP C CRETE PAD (V 5 REBAR ON CHAIRS n FI RARE TREATMENT SHALL BE Bra• sroP 11 GARAGE DOOR FOOTING a INF. UU 6'x6' IUL4XIUTAO uLM a > ON 6 POLY ETHYLENE VAPOR 0° '�'� K•147 VARIER ER O1 WELL -COMPACTED CLEAN ° w CURB HEIGHT VARIED w- F TER`TITE TREATMENT SHALL BE w W SCALE: .° bn _CARE w (3) 5 ON CHAIRS Q Y > Z L e 9 > z L a 0 4' CCNf_ REW-OI�D W( 6'X6' UMA)aMA a'. m O 4° B° 4' z z 0. p _ ° p 4 RDER ON DELLCOMPAGTEIMEOH ON 6-MIL D BEAN FMIBFV FLOOR ��ARIE6 L iS (2) b IRE ON CHAIRS - -m -�' ULF OR MISE ON 6-MI4' CONC. IlIttr-ORCED Ull L. VAPOR _ a RETAF •- • FILL. iTE TREATMENT TO M w p Oq�� • . ". FILLI�'I TREATMENT TTO CLEAN APPLIED AT FRAMNG. q .. ° : - v ARAGE STEP—UP Bow, -CARE APPLIED AT FRAMING. IK I' w z 4 Rx 4 4 8 8 4 > 2-STORY L.B.W. � m � � I � (2) b REBae ON CHAIRS - Z � (3) 5 RED, oN CFA4IR8 GARAGE STEP—UP EXTENDED FOOTING 8 0 8 6E SCALE: t/2' "=r-0 1-STORY L B.W. 1-STORY FOOTING 2-STORY FOOTINGB�Drv. de LOT: W/ UPLIFT D �� cures HE A TES AT GARAGE 6D EXT NDED FOOTING C, 8 R. A AT GARAGE AT S.G.D. m SCALE: 1/2' = I' -0" @�SLAB2 SHOWER RECESS FOOTER CREEKSIDE SCALE: I/2'=I'-0- SCALE, r=r m' SCALE, I' LO T 51 (1) b MBAR VERTICALLY W/ CCNC. \ POURED CELL v' RERF. W/ 6'x6' WAXWIAO WJM NE SEE ERGYW 1. .. ON 6-MIL POLY ETHYLENE VAPOR IN8ULA710N R- 6 °_" RErARDeR ON WELL-COMPACTEDPMJIECT# TREATMENT CLEAN 04321. {i00 051R1 TEXTURED i .. B i'EIV"RE TREATMENT SHALL BE B' rent ��� z IdOD�L: 2 5 GN cHARe 4- E AB r Q Irz' LAB AT GARAGE GROUTER„DEA, m SERVICE DOOR TOH rAL�BA VARIES RELEV. f7 » 7 1672— ARIA C-0' FK RR RDAR W/ IO• HOCK TIE VERTICAL ZONT .. Po 4 GRGUTED BONG BEAM a - TO HORREBAR W/ Vo' GAEtAG� ®TANG: z w TOP 9 a 4' GONG. RENFORCEP W/ i'X6' NOT USED /'CAULK AND SEAL a ° ° VARES PER ELJ:V. L Z_ � Z, InWAXWA WIF OR FIBER'1ESP ON 14- _.FL18J�/ `' ES PER ELEY. LEFT ro° 6-MIL VAPOR RETARDER ON GAS LINE z ' ` ° L-COMPACTED CLEAN FILL. L p 0 ° ' ITE TREATMENT TO BE • .. POURED LNtEL CONT. (TYP-) 1 1"J NOT U- TED BOND BEAM APPLIED AT ;'e. S' CMU FULLED CELL (TYP.)IFS L 1 i SED PAGIM FRAM" 2X WALL FRAMNG GASm 0 6' PVC CHASE THIRD FOOTNG !3) b ON CHAIRS 6' CMU MONOLITHIC (4)ij'Xt' AiGHOR BOLTS or (4) JS'xT' ✓/ (2) REBAIR ON CHAIRS FOUNDATION 0 - J -C � J-BCLt6 Milk IV EI'MBEOMENT W/ VWXI/8' I/2' DRYWALL 1-STORY(2) WASHER AND MIT SPACED EVENLY FROM -WOOD BABE 2-81ORY FLOOR TO BOND BEAMSE . T Et JOMTS (3) 5 IOEBAR GN CHAIRS ° °_ 2-STORY FOOTING PRIOR TOFULWN (61-EEVEDA-WORN DTLS/SECTIONS SOLD POUR ACCEPTABLE RETROFIT) . 13 W BLOCK WALL EXT. /INT. FRAME WALL TO _ 6CALE:In'.r-0" BLOCK WALL CONNECTION a7bPOUIRREBARVERTICALLY W/CONC. 15 SGA r, U2'.I'_®' A SEE ENERCELGY GORE ME FORFOR H ELLS . C INSULATION R-VALUES B' a "` a . 'r flr D ° CLEANOUT REGUUIRED ARCHITECT- ���GAS LINE THRU BLOCK W'GYP•YL50• Z FOR INSPECTION WOOD BASE STATE OF FLORIDA . z F ° NOT USED 0. w 4' GONG, REINF. W/ 6'x6• WAML40 Or - p ON 6-MIL POLY ETHYLENE VAPOR - - j 0'-0' FK FLR 0'-0' FK FLR Io , FILL RETARDER MPI I -ENT SHALL BE (RETARDER ON YELL . -COMPACTED GLEAN (V 5 REBAR BET IN SIMPSON HIGH ; ( <I g 0 BORA-CARE s - o , STRENGTH EPDXY 6' EMBED. Mk Q TE VERTICAL R`cBAR sa .1 IE VERTICAL REBAR JulC (3) b REBAR • I-87ORY `e TO REI Ull 10' W 4 ° U O �' (3) b WEAR • 2-STORY I/°/ IB,q,R Uy m. Hays HORIZONTAL - a z f - �. ° W/ IO' HOOK _- ...y.. C CONTINUOUS IT t0 6' PVC CHAISE THRU FOOTING IY 4' CONC, REINR UV 61x6' RR4xWA0 (V b VERT. DOUEJ- ° WUM ON 6-MIL POLY ETHLAPPEDYLENE n D Ull Bc>`IP BEAM RO ND A UC�iACRA VAPOR RETARDER ON u� g'' APMltr` � 0 4" S. 4" HORIZONTAL/VERTICAL UELL-COMPACTED CLEAT FULL a" I -STORY 1ERMITE TREATMENT SHALL 8E - m (2) b REBAR ON CHAIRS BORA-CARE 2 I' MIN' LAP 0 ''-4° (3 b RE3AR cN cualRa HORIZONTAL VERTICAL AR NO 9372 / REINFORCING AT F BEARING CHANGE 06/O6/18 TYP. RETROFIT FOR PIPE THROUGH E REINFORCING PRI1RiT 1—STORY FOOTING eC ''� a '.r-®' DATE: A OMITTED DOWELS B REBAR LAP AT FOOTING TYP. REBAR LAP D W/ BLOCK WALL l9CAL� 1/4"-1'—O" SCALE:IR'=I'-®' C+ AT LINTEL CORNERS - cAL - r�mT SIMET ALL EXTEERIOR FOOTERS AT FINISH SLAEB'S 70 BE MIEN_. 12" BEELC)W UNIDISTURBEID SOIL CONTROL DATE: 07/01/15 nj w U W O F y A F A h FIBERGLASS SHINGLEc OVER 030 FELT III INSTALLED PER FBCf RR, I.I ON a' O.S.1 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 THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY t0 MASONRY w z� 1— STORY 1 BSCALELOCK WALL I'X4' OR I'X2' P.T. NAILER ❑ Ix4 P.T. OR %X4' MIN. 6ECU� THRU FRAME 4 ❑ EMEND 1-Y4 INTO BLOCK W/ %' TAPCON6 OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE -200 MIN. EMBEDMENT Ia' WITHIN 8' of EACH END 18' = MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE: 841M AS NEEDED TO PLUMB JAl (PO NOT EXCEEDY4) DOOR JAMB TO BLACK +3/4 OR +6/4 OMHIAW TO CK +3/4 OR +6/4 SEE ENERGY CODE FORMS FOR qSULATfON R-VALUES GYPSUM BOARD OR �" HIGH TRENGTH CLG. BOARD ;ONC. FILLED LINTEL BLK W/ (U 5 REBAR CONTINUOUS 'RECAST LINTEL HE ENEW-%Y CODE FORMS FOR SULAVON R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U *5 REBAR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS B 16" O.C. 8" CMU 1/2" GYP. WL. BD. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RR905.1.1 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/ 1/2'1 A.B. w/ 2' DIA. WASHERS, 1' MIN. EMBEDMENT WITHIN 8' OF EA. END, 32' O.C. MAX IN FIELD. GONG. FILLED LINTEL BLK W/ (U *5 REBAR CONTINUOUS PRECAST LINTEL 5/8" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) *5 REBAR- VERTICALLY W/ CONC. POURED CELL 8" CMU 1—STORY �o GABLE BLOCK WALL SCALE: 3/4" =1' -0" 2X4m SECURE YO BLOCK W/ Vol 2X4m TAPCONS OR DRIVE PIN SECURE TO BLOCK W/ 96' (MIN. SHANK SIZE J46 TAPCONB OR DRIVE PIN MIN. HEAD SIZE ' 0 (MIN. SHANK 611 MIN. EMBEDMENT 149 MIN. HEAD SIZE 300 WITHIN 8' OF EACH END J NOTE: STRUCTURAL 2X MUST BE 18' O.C. MAX SPACING. MIN. EMBEDMENT I Ya') WITHIN 8' OF EACH END 4 NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED THROUGHON 2X6mf 10' O.C. MAX SPACING. OUTSIDE < SECURED NON-STRIGTURAL V TAPCON SECURE TO BLOCK =-%' MIN. I-& EMBEDMENT INTO 2X&= THROUGH NON-STRUCTURAL'Nir TAPCCN MIK 1-W EMBEDMENT TAPCONS OR DRIVE PIN RLoI SECURE TO BLOCK INTO BLOCK. (MIN. SHANK 812E J45 W/J-V*' TAPGONS OR MIN. HEAD SIZE Mc C.n) DRIVE PIN MR EMBEDMENT 1 Y<) D L (MIN. SHANK WITHIN 8' of EACH END 4 'X4' OR I'X2' P.T. NAILER ttM. HEAP SIZE 300 SISIZZE 0 1i' DRYWALL IS' OG. MAX SPACING. 2X8� ❑ MIN. EMBEDMENT 149 WITHIN 8' OF EACH END J ❑ 'X4' OR 1'X2' P.T. NAILER SEAS B ' 36' 08.8. X 4' MIN. �X8>�MAX SPACING. R PRIvEPM DOOR GA61NGz (MIN. SHANK SIRE .i45 SECURE- TO BLOCK tm-v&' POOR CASING MIN. HEAD &IZS 300 DOOR JAMB OR WINDOW TAPCONS OR DRIVE PIN MIN. EMBEDMENT 149 ATTACH 70 2X PER lMIN. SHANK 812E .14b DOOR JAMB OR WINDOW WI7HIN 8' OF EACH END / MAMPAGTIkRES DETAILS. MIN. HEAD SIZE 300 ATTACH TO 2X PER IS' O.0 MAX SPACING. MR EMBEDMENT 1 Y4) MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB WITHIN 8' OF EACH END 4 WY OL. MAX SPACING. INOM SHIM AS NEEDED TO PLUMB JAMB (DO Not EXCEED Y4') JAMB (DO NOY EXCd=ED Y<') DOOR JAMB TO BLOCK +1-16 IS' DOOR JAMB TO BLACK +3" `, WDlDOW TO BLACK +1-16 8" ^ WINDOW TO BLACK +3" /0 = - ALE: 2x4m 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) Im . CONT. 2x4 RAT RUN SECURED W/ (2) 12d's a 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 GONG. SILL -Ix2 P.T. FURRING STRIPS 6 24' O.C. 1/2" GYP. WL. BD. WOOD BASE 2X44m SECURE To BLOCK WN4 TAPCGN& OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT 149 NOTE. STR:1G'NRAL 2X MUST BE WITHIN a' OF EACH END 4 ON OUTSIDE 4 SECURED 18' O.C. MAX SPACING. THROUGH NON-STRUCTURAL W6' 2X6,= TAPCON MIN. I-N EMBEDMENT SECURE TO BLOCK INTO BLOCK 11/I-1/4' YAPGONS OR DRIVE PIN (MIN. SHANK SIZE J46 , CM I MIN. HEAD 61ZE JAW MIN. EMBEDMENT i Y4') 'DRYWALL WITHIN 8' of EACH END 4 'X4' OR I'X2' P.T. NAILER 18' O.C. MAX &PAGING. ❑ 2X84= YA' OAJ5 X 4' MIN. SEOAlIlE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN POOR CASING (MIK 614ANK SIZE .14b DOOR JAMB OR WINDOW MR HEAD SIZE 300 ATTACH TO 2X PER MIN. EMBEDMEtdt I Y4) MANUFAC'nllREB DETAILS. WITHIN V OF EACH END 4 NOTE, SHIM AS NEEDED tO PLUMB 18' O.C. MAX SPACING. JAMB (DO NOT EXCEED Y41 DOOR JAMB TO BLACK +3-7/10" @ WINDOW TO BLACK +3-7AG" 2X4m TO , BLOCK O SECURE TO BLOCK W/ i(.' YO �"' $gCURE PCONB OR DRIVE PIN SECURE 70 BLOCK WNx' TAPCONS OR DRIVE PIN OR DRIVE PIN (MIN. SHANK 61 .i45 TAPGCNS OR DRIVE PIN (MIN. SHANK SIZE J45 APING 812E J45 (MIR SHB SH MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 IK HEAD 6D'E 300 MIN. MIK EMBEDMENT I Y<') WITHIN h'lIK HEAD SIZE 300 MIN. EMBEDMENT I Y4') WITHIN 6' OF EACH END 4 10' O.C. MR EMBEDMENT I Y4) WITHIN 8' OF EACH END 4 18' O.C. MAX SPACING. NOTE: STRUCTURAL 2x MUST MIK EMBEDMENT I Y4 ) WITHIN e' OF EACH END 4 NOTE, STRUCTURAL 2X MUST MAX SPACING. 8' OF EACH ENP 4 W3' OL. MAX SPACING, NOTE: STRUCTURAL 2X MUST 2XSf�e BE ON OUTSIDE 4 SECURED 18' OG, MAX SPAGMG. BE ON OUTSIDE 4 SECURED 2X6,= 2X64s BE ON OUTSIDE 4 SECURED SECIAW TO BLOCK THROUGH NON-STRUCTURAL 2X6mq THROUC�-! NON-STRUCTURAL SECURE TO BLOCK WA-�(�,' BECJRE YO BL4?GK WR-M4' THROUGH NON-STRUCTURAL 4)ie TAPG(RN MIN. I-Y4 W!J-' TAPGON6 OR %' TAPCON Milk 144" EMBEDMENT INTO BLOCK SECURE TO BLOCK W/1-1/4"W TAPCON MIN. I -Ye EHBEDMIENT INTO BLOCK T'APCONG OR DRIVE PIN TAPGONB OR DRIVE PIN EMBEDMIEPIT INTO BLOCK PRIVE PIN TAPCONS OR PRVE PIN (MIN. 84ANK SIZE .145 (MIN. SHANK 612E J45 (MIK 54ANK SIZE .145 (MIN. SHANK SIZE .145 Milk HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. HEAD 612E 300 ®, CMU MINI HEAD SIZE 300 MIN. EMBEDMENT I Y4') MIK EMBEDMENT I Yv WITHIN 6, Cm Milk EMBEDMENT I Y4) A' DRYWALL MR EMBEDMENT I Ya') 8' CMU WITHIN V OF EACH END 4 W3' OL. MAX SPACING. 8' CMU A' DRYWALL 8' OF EACH END 4 18. O.G. MAX SPACING. K' DRYWALL WITHIN &' OF EACH ENP 4 18' O.G. MAX SPACING. I'X4' OR 1'X2' P.T.NAILER WITHIN Vol: EACH END 4 O�MAX SPACING. ❑ )p DRYWALL I'X4' OR 1'X2' P.T. NAILER I'X4' OR 1'X2' P.T. NAILER 2X8mo ❑ I'X4' OR DO' P.T. NAILER 2XS. NP 2X SECURE TO 2X8:me SECURE TO BLOGG W/J-'/(4,' ❑ CABWGs SECUI 70 BLOCK WQ-�(s' R CASING SECURE TO BLOCK STRUCTURAL MEMBER W/(2)I2d WITHIN V OF EACHTAPCONS SECURE TO BLOCK W/I-I/4' ' P.T. X 4'MIN. OR DRIVE PIN TAPGONS OR DRIVE PIN W/2-i(�' TAPGONS OR END 4 6' TO 8' O.C. MAX TAPCONB OR DRIVE PIN CASING (MIK SPANK SIZE.145 MIK HEAD 617E 300 DOOR JAMB OR WINDOW IMIK SHANK 81$ J48 MIK HEAD a' 300 POOR JAMB OR WINDOW (MIN. SHANK SIZE J45 OCR CASING (MIK 8HANK SIZE .145 MIK HEAD SIZE 300MIK rOOR EMBEDMENT I Y4) WITHIN ATTACH TO TX PER MR EMBEDMENT I Y4) WITHI ATTACH TO 2X PER MIK HEAD SIYE 300 MIN. EMBEDMENT i Y4) DOOR JAMB OR WINDOW TTAGH TO 2X PER MIK EMBEDMENT 1 Y4') OOR JAMB OR WINDOW TTACH TO 2X PER 8- O 8' OF EACH END 4 IB' Ot. MANUFACTURES DETAILS. 8' (2F EACH END 4 b' O.C. MAX SPACING,WITHIN MANUFACTURE& DETAILS. 0' O= EACH END 4 MANUFACTURES DETAILS. WITHIN 8' OF EACH END / 18' O.C. MAX SPACING, ANUFA Touz DETAILS. MAX SPACING. SHIM AS NEEDED TO PLUMBNOTE, 8 4M AS NEEDED TO F'LLM5 16' O.G. MAX 61 NOTE, 641M AS NEEDED TO PLUMB NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') JAMB MO NOT EXCEED Ye) jw-ra MDO NOT EXCEED Y4') JAMB (DO Nor ExGEED Y4) a' CMu 1S'DRYWALL 1'X4' OR I'M' P.T. NAILER ❑ Ix4 P.T. OR %'X4' MIN. SECURE THRJ FRAME 4 EXTEND I-& INTO BLOCK UV '1ti,' TAPCON6 OR DRIVE PIN ❑ CMI'L SHANK 612E .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y4' WITHIN V OF EACH END 4 18' O.C. MAX SPACING CASING JAMB OR WINDOW 4 TO IX PER MAKPACTUR_S NOTE:SHIM AS NEEDED TO PLUMB JAMB too NOT EXCEED Y41 DOOR JAMS TO BLACK +3/4 OR +5/4 /'1 WINDEW� MOCK +3/4 OR +6/4 Al_ DOOR JAMB TO BLACK +1-1/2" DOOR JAMB TO ]BACK +2 }' DOOR JAMB TO BLACK +3" DOOR JAMB TO BLACK +9 9/4' v %1 WttVDOW TO BLACK +1-1 �,y� WINDOW TO BLACK +2 1 4 WINDOW TO LACK +3' n WINDOW TO BLACK +9 9/4" 9/8'•I'-0' SCALE, 3/06 '-e' ` SCALE: 3/8'=1'-0' FASTENER SGHEL?ULE NAIL REaUIREMENT5 ROOF DIAPHRAGM USE 1/16' O.S.B. OR 1/2' CDX PLY WITH 09 RING SHANK GUN NAILS AT 4" O.G. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE V GUN NAILS • 4' OZ. SIZE HEAD LENGTH DIA. TENSILE STR. 8d ROUNpJMOpIFIEp 17/8' .113 1100 m OR T told F *DMODIFIED 21/0, .128 1'10000 OR EXTERIOR SHEATHING NOTE: NAILS TO BE MFG. BY MEMBER OF NT. USE I/2' COX OR 1/16' OSB PLY WITH 43 RING SHANK GUN NAILS AT 6' STAPLE, NAIL 4 TOOL ASSOCIATION O.C. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP 4 1. 0.113 INCH NOMINAL SHANK DIAMETER BOTTOM PANEL AND *8 RING SHANK GUN NAILS AT 6' O.G. AT 2, RING DIAMETER OF 0012 OVER SHANK DIAMETER INTERMEDIATE SUPPORTS OR i/16' ZIP SHEATHING SYSTEM 3. 16 TO 20 RINGS PER INCH (INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 0.2Bol INCH RILL 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 60 Arm& AT GArl I I=kl Y l BUILDING LENGTH z 13 13 NOTE: TYP. EXT. SHEATHING ATTACHMENT FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL m GRADE) CONNECTORS FROM STUD TO PLATE ARE z NOT REQUIR=-D EXCEPT ® OPENINGS Z �RI 5I4EATPING LA`1 I AND ENDWALL 5RACING r-©R GA5LE END I=RR LING •8 RING SHANK GUN NAILS 9 4" OG TOP 4 BOTTOM EDGES F15SII ASS SHINGLES OVER 030 FELT PAPER INSTALLED R FBCR RR505.1.1 ON J" O.S.B. SHEATHING OR J" CDX PLYWOOD SECURED PER \ FASTENER SCHEDULE o' o.H. MTL. DRIP EDGE - 2x4 OR 6 FASCIA PER - ELEVATIONS VENTED A M. SOFFIT - STIFFBAC T ALL - UPRIGHtB OVER-10" HIGH (SEE 5EALED G. FOR SIZE t CONDITI OS.B. SHEATHING OR �" CD PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR i/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. 511 l/8' THICK, 3 COAT PORTLAND- CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE "D' PAPER OVER TYVEK BUILDING WRAP (REFER t0 STUCCO SPECS FOR COMPLETE INFORMATION) OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED (SEE DETAIL'1/WA2- /2A URE GABLE TO 2x6 P.T. J TE W/ 12d's 8" O.G. MAX PT. PLATE TO BL /OR BOLT W/ 2" W ERMPSON HIGH ST NGTH" EMBED. MIN 32" OCMAX.K, 3 CO PORTLANDNT PL TER APPLIED IREC Y TO MASONRYORY GABLEVAULT CLG. K WALL SCALE: 3/4" =1' -0' 7 2X6 P.T. SECURED t0 MASONRY w/ I/2'x9" A.B. w/ 2' DIA. WASHERS, 7' MIN. EMBEDMENT WITHIN 8' OF EA. END, 32' O.G. MAX IN FIELD. *8 2' DECK SGREU� • 6'-8' O.C. MAX 6 EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF 5U5-FLOOR SHEATHING TYP. 3/4' T4G 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 6 EACH TRUSS t0 BE INSTALLED D. INT OF TRUSS SPAN, OR 10'- " O.C. MAX. SEE ENERGY G E FORMS FOR INSULATION R- ALUES S' GYPSUM ARD OR }" HIGH STRENGt CLG. BOARD _�NN x4 tv 24' O.C. 6 INTERIOR KNEE WALL GONG. FILLED LINTEL BLK W/ (I) � *5 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) *5 111 VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS 6 16" O.C. CMU I "GYP. WL. BD. NOTE: PER FBCR R905.1.1 - FOR ROOF SLO \EN LESS THAN 4:12, A (2) LAVER UNDERL SYSTEM 15 REQUIRED. FOR ROOF SLO4.12 OR GREATER, (1) LAYER UNDERLPERMITTED BUT MUST BE PER ASTM 11, ASTM D 4869 TYPE IV, OR ASTM D 6i51 GONG. POURED LINTEL COURSE 1X4 SYP LATERAL RE-INFORCIN3 36" O.C. MAX w TRUSS BTM. CHORD, SECURE W/(3) 10d NAILS 6 EA. TRUSS CHORD GABLE END BRACTNCT a `"8 RING SHANK GUN NAILS • 6° O.G. IN FIELD TTF'. EXT. SHEATHING ATTACHMENT POR ROOF SHEATHING (0 t0 Be, STRUCTURAL GRADE) 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 0 F 0. U A q 19tmDIV: dC LOT: CREEKSIDE LO T 51 PROJECT# 04321.000 051R1 )dODEL: 4EAB "1672— ARIA" GAiiAGE 19MMO: LEFT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EV. C ARCHITECT - STATE OF FLORIDA 1 ROLAND A)ABOGC�CRA AR NO 9372 J DATBis 06/06/18 I KALE: 1/4"=1'-0" SEMET ij 2 IBERGLASS SHINGLES VER 030 FELT PAPER I STALLED PER FBCR 2x4 BLOCKING BE N 905.1.1 ON �' O.F.B. tRU55Es AT FIRST ( F1 RGLASS SHINGLES OVER PROVIDE EAVE 514 ATHING OR i" GDX BAYS 4'-0' O.C. (A *130 FELT PAPER (OR BAFFLE OVER THE TOP P YWOOD SECURED FIRE LASS SHINGLES OVER SHEATHING SEAMS APP OVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER SCHEDULE _EMBED. sle 030 LT PAPER INSTALLED O.S,B. In HEATHING OR GDX CLEAR VENTILATION VERIFY W PE FBGR RR905,1,1 ON I}' PL OOD SECURED PER PER FBEC R4022.3 PRE- NG WD. TRUSS PLANO.SB. EATHING OR i" CDX F STENER SCHEDULE 24" O.C. MAX. PLY p SECURED PER F TENER SCHEDULE PRE-ENG TRUSS ZIP SHEATHING SYSTEM O (INSTALLED PER MANUF. MTL. RIP EDGE SEE ENERGY CODE MTL. p IP EDGE TYP. ' D TRUSS TL. DRIP EDGE SEE ENERGY GOD FORMS SPECS., oR FOR INSULATION R ALUES 2X4 OR 2X6 ASCIA G•H• 24' O.C. 2x4 OR x6 SUB -BAND FOR INSULATION -VALUES. WOOD SHEATHING 2X4 OR 2 FASCIA PER EL vATIONs 5/5" GYPSUM BO OR 1/2° HIGH STRENGTH LG. BOARD PER ELEv LIONS PE ELEVATIONS r � GYPSUM BO D OR � uIRS LAYER M, DOUBLE LOP P ATE VENTED ALUM. 5 IT GONt. 2x4 RAT N SECURED W/ (2) 12d's g CH TRUSS VENTED UM. SOFFIT HIGH STRENCxT CLCx. stucco WRAP Willi LAYER, FORTIFISER VENTED ALUM. IT -O" TYP. WINDOW HEAD R SIZE VARIES FEE ENERGY ODE FORMS FOR BOARD 1 p' BUILDING PAPER °. -�- PER WINDOW PENIRT FEE 1/2, CDX OR 1/Ifo" SB SECURE to WALL R INSULATION -VALUES * 1,000 UPLIFT SIMPSON " METAL LATH ' "' HEADER 5P N CHART FOR FASTENER SCHEDUL 5/8" GYPS BOARD OR ONNECTOR SP2 g E FASTEN TO WOOD STRUCTURAL I/2" GDX OR �/16" SB SECURE t0 WALL R DETAILS ON SHEET D 1/2" HIGH RENGTH CLG. 2 SYP r2 2X8 STU MEMBER a 7' O.G. MAX FASTENER SGHEDU WINDOW A tAGHMENt AS PER OR I/16' ZIP BOARD D TOP FIN1 WOOD FINISHH 0 WOOD ON SHEET D MANUFA URES SPECIFICATIONS SHEATHING SYSTEM DOUBL TOP PLATE WINDO IHEADER SIZE VARIES PLA E 'M' TYPE CONTROL JOINT OR III6" ZI SHEATHING SYSTEM WINDOW ILL (INSTALLED PER MANUF. SPECS.) PER NDOW OPENING SEE - Go NECTIIBLOCK SEE DETAIL (INSTALLED PER 2x6 ST DS ® 16' O.G. MAX W/ INSUL. FEE ENERGY CODE HEA ER SPAN CHART FOR DET ILS zIP 5H THING �° RY WALL 15/DI 6' METAL LAIN STRIP MANUF. SPECS-) FO FOR INSULATION WI OW ATTACHMENT AS PER SYSTEM NSTALLED 1 6' WIDE STRIP SELF '1/8" THICK, 3 COAL v LUES NUFAGTURES SPECIFICATIONS PER MAN 5PEC5.) DIA ANCHOR BOLL ADHESIVE FLASHING, CLEAN �/8" THICK, 3 GOAL OR AT 16" O.C. MAX WITH rt" MASONRY 5EFOIs'E APPLYING: CEMENT PLASTER " t G f�UBFLOOR GLUED AND CEMENT PLASTER INDOW SILL WALL EMBEDMENT AND 2" TEXTURED APPLIED TO METAL REWED AS PER FASTENER APPLIED TO METAL 2x6 STUDS is 16" O.G. MAX W/ SHEATHING DIA. WASHER FINISH ® MASONRY LATH OVER 2 LAYERS HEPULE ON SHEET D2 LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE s' GMu OF GRADE D OF GRADE "D' FORMS FOR INSULATION 2x8 5'rf= 02 SIMPSON SPl BUILDING PAPER OR BUILDING PAPER OR R-VALUES WOOD STUDS a EA. 2X8 PAPER BACKED LATH OVER AN APPROVED PAPER BACKED LATH T 4 G SUBFLOOR GLUED AND AT 12 " O.G. MAX STUD VERTICAL CONTROL HOUSE WRAP OVER AN APPROVED HOUSE WRAP SCREWED AS PER FASTENER SCHEDULE ON SHEET 02 �p rT, D E JL WE E N DISSIMILAR \' o SOLE PLATE A (1) COURSE TIE -BEAM � SOLID WITH 4. UT.IALSDETAIL -TB/WA2 PRE-E►�1G FLOOR TRUSS pRE-(D zPOURED (1) *S N.T.S. ILL PER MSG. SPEGSJCONCRETE. z REBAR HORIZONTALLY GONG. FILLED LINTEL" BLK W/ (I) 05 REBAR GYPSUM BOARD OR" HIGH STRENGTH CLG. BOARD DETAIL 16/WA2 O Iy WEEP SCREED PER PRECAST LINTEL " T G SUBFLOOR GLUED ND SCREWED AS PER CONTINUOUS /'''� ) IX2 NAILER/DRAFT SLOP O PRE-ENG FLOOR TRUSSjy (INSTALL PER MFG. Si U � tu ASTM S26-C E 1063-G ,0 (SEE DETAIL 2/D3 WINDOW ATTACHMENT A5 FA ENER SCHEDULE ON SHEET D2 " n GYPSUM BOARD OR } 0 Z u 1 PER MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FOR"is HIGH STRENGTH CLG. BOARD FASTEN 2X4 BBON FOR INSULATION R-VALUES 1x2 NAILER/DRAFT stop Q GMU) W/ (6) 126 N S A PRECAST LINTEL z "S REBAR g6 1 PRECAST SILL S ' GONC, FILLED LINTEL BLK W/ w O.C. MAX, IN PRE -EN OR SS WI OW ATTACHMENT AS PER ll) "5 REBAR CONTINUOUS Z �/ Iu CONCRETE CINStALL EC 5/8' THICK, 3 GOAT MA FACTURES SPECIFICATIONS EE ENERGY CODE FORI%16 (X z POURED C L, VERIFY P 2 P.T. 1=URRING STRIPS PORTLAND CEMENT PRE AST CONCRETE SILL R INSULATION R-VALUES 0 - 16' O.G, CONC. F I EL BLK W/ PLASTER APPLIED CAST LINTEL 0 Q PLAN. 8„ U C1 B CONTINUOUS DIRECTLY TO MASON (1) "5 13AR VERTICALLY W/ CON POURED CELL WIND ATTACHMENT As PER MANUF GTURES SPECIFICATIONS Z O R-4.1 I/2° YP. WL. BD. 7�T IBRO iV 5/8" THICK, 3 OAT O � U IN LATION Ix2 P.T.FU ING PORTLAND MENT PRE-C T CONCRETE SILL (1) 4 NTINUOUS REBAR FASTENING DET STRIPS 0 " O.G. PLIEAO PLASDIR WOOD SE 8" GMU TLY (I) "5 REB R VERTICALLY a O `-' SCALE: 3/4 1/2" GYP, WL. D. ASONRY W/ GONG. P URED CELL !ii Z 11V �4 REBA 48° LONGS ,I WOOD BASE Ix2 P.T. FURR G Q � IL b W/6" HOOK 24' O.C., STRIPS a 24" C. Q Z < � MIN. 24" IN 5 B Roor so UPLIFT FIN. SLR allCMU 0 _ �$ 2'-0" CI 11N. CONN OR NOT 4� 1/2" GYP. WL. BD. I IN SLAB) CLARITY FOE { SHOP D WOOD BASE _ �011 8 SLR. W LL 3 1/2' GONG., RE W/ 6"X6" W1.4XW1.40 WWM ON -MIL ExtERIORwALL a ` I a C TIO N — L� POLY ETHYLENE V FOR �AtHINn se 2—STORY :".� 2— STORY �_: ;`, ` OODV// ° RETARDER ON W -COM ACT C AN ELL P ED L FAs EACH ®tuD r0 D5L. P PLATE W/USPa NAIL PER Mom. s . WALL WALL ` FRAME TO ; " FILL TERMITE TREATME T 1 SECTION SECTION B LOC]K WALL 0 SHALL BE BORA-CARE 21-01 C3) *S REBAR CONTINUO ECTION AT TOP OF EXTERIOR WALL SCALE: 3/4°=1'-0" SCALE: 3/4'=I'-O' ON CHAIRS SCALE: NTS FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FIBERGLAS5 SHINGLES OVER 030 FELT PAPER INSTALLED PER FBGR R 15CR VER 030 FELT PAPER =1 R ALLED PER FBGR PRE-ENG GABLE TRUSS N©T�E. xrERIOR WALL SCUDS +! PLACE STRAPS SPACED RR9LLE ON sty StIFFBAGK (SEE SEALD TRUSS RR9 .I ON R" 5 SPF STIFFBACK (SEE SEALD TRUSS DIAGONA AGE B WALL SHEATHING ANDSHOr STENEWITH ODNe S „ SHEATHING OR } CPX EKG. PACK FOR SIZE Y CONNECTION) „ SHEATH( } GDX ENG, PACK FOR SIZE E CONNECTION) GENT TRUSS FASTEN STUD O BLOCK ADDITIONAL S At WALL PLYWOOD SECURED ax4 5PF BLOCKING BETWEEN PLYWOOD 5 Fp 2x4 SPF BLOCKING BETWEEN S OR HIGHEST EACH WINDOW stub WITH USP MST STRAP WITH PER FASTENER TRUSSES At FIRST l5) BAYS 4 -0 PER FASTS TRUSSES At FIRST (5) BAYS 4 -0„ IDLE. DIAGONAL F,a,srENERs AS s INSTALL SCHEDULE OZ. (AT SHEATHING SEAMS) SCHEDULE OZ. (AT SHEATHING SEAMS) BRACE t0 BE •ANY : STRAP • Ea E uxo� ( COMMON NAILS SPACE . MTL. DRIP EDGE NOTE: DIAGONAL BRACE 0 MTL. DRIP EDGE GREATER. REFER TO -1-10 MPH C': 32 -I ID MPH 'S': 32' �TUp (mld8 DIA x 1 1/2" o PRE-E G D. 2 CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA PER ELEVATIONS — 2 TRUSS ENG. FOR -I60 MPH 'c': 32' -BO MPH E': 48 o.C-ol STRAPS INSTALLED Or- OVER WALL sHEarHn�G 2X4 OR 2X6 FASCIA O.G. MAX. HIGHEST RIDGE. DIAGONAL BRACE to 5E w ANY SPAN SECURED W/ (3) 12d HORIZONTAL TRUSS -140 MPH �c� 48' TaP S140 MP14 _ O.C. PER ELEVATIONS 15'-0' OR GREATER. REFER NAILS REINFORGEMENt. PLAT FILL ALL REMAINING STRAP SECURED W/ (3) 12d SECURE TO TO TRUSS ENG. FOR SEE FASTENER SECURE TO �^+. �' 0'-0' TO 30'-0' (1) HOLES W/ 10d NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE � WOOD SACKING 1/2" COX OR 7/16' 055 (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING FASTENER PATTERN (2) 12d 30-1" TO 60-0" (3) Do NOT PLACE SCREW IN � FASTEN to WALL PER NAILS 0'-0" t0 30'-0" (I) I/2" GDX OR l/16" OFB NAI X-BRACE (1) X-BRACE TOP HOLE NEAREST TO TOP FASTENER SCHEDULE X-BRACE SECURE TO WALL PER 0 CENTER AND (2) MBoOFNRY WALL OF CM BLOCK WALL ON SHEET D2 OR �/16 21P SHEATHING 30'-I" TO 60'-0' (3) FASTENER SCHEDULE BRACE DIVIDED FROM CENTER CONNECT coNNEct 5ottoM of STRAP To cMu BLOCK WALL SYSTEM (INSTALLED PER X-BRACE (1)X-5RACE ON SHEET D2 TO END _ W/ (1) 3/1&' DIA, x 1-1/4' MANUF. SPECS.)BRACE CENTER AND (2) OR 1/16" ZIP SHEATHING TAPCON MASONRY WEEP Si SEE DIVIDED COSIT. 2x4 5PF RAT RUN SECURED W/ EQUALY FROM CENTER SYSTEM (INSTALLED PER ANUF. SPECS.) CONT. 2x4 SPF RAT RUN SECURED 2—STORY CM BLOCK WALL WS DETAIL 15, SHEET WA2 - (2) 12d s e EACH TRUSS t0 END 2X4 W/ 3/8 X 5 LAG " (2) 12d s 6 EACH TRUSS ABLE END 2X6 P.T. SECURE W/ (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ GABLE 632" O,C. MAX. O (2) 2x4 02 S.Y.P. DIAGONAL BRAGS W/ (3) 12d's a EACH TRUSS DIAGONAL C S 1/2'X9" ANCHOR BOLT 32" O.G. MAX. (3) 62d's a EACH TRUSS DIAGONAL X_C�RACING TO COVER 5-TRUSSES % X—BRACING SIMPSON MST * 32" MAX. X-BRACING TO COVER 5-TRUSSES BRA XTERIOR STUD WALL CONNECTIO NAIL GABLE TO 2X6 1 D OF PLATE 5/8' GYPSUM BOARD OR 1/2" HIGH 8 TO FIRST FLOOR MASONRY WALL 12d NAILS GYPSUM BOARD I/2 HIGH SCALE: 3/4"=I'-0' SCALE: 3/4"= 3 W/ 6" O.G, STRENGTH D St�NGTH CLG. BOARD 2X D 1+6" OG. MAX. STRENGTH CLG. BOARD SG.41_E: Nth MAX, 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 [ar4 W 0 0. U w A F �tJHDIV'. de LOT: CREEKSIDE LOT 51 PRojmcT# 04321.000 051R1 MODIM 4EAB "1672—ARIA" GARAZE FgW MG: LEFT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA 06/06/18 IBCAL 1/4"=1'-0" 1 4�