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HomeMy WebLinkAboutBUILDING PLAN PAGE 1-15FILE COPY • 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 BLVD. LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 REVIEW BY BUILDER BUILDER ASSUMES ALL LIABILITY FOR INTERPRETATION OF CONTRACT DOCUMENTS. ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN S DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER PAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT 3ED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS 3 THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR 'ORMATION) TO THE ARCHITECT OR ENGINEER FOR DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN FTEN/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. 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 • OCCUPANCY — 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 S9.FT. CALC.'S LIVING 1828 SQ. r-T. GARAGE 430 SQ. Ft. ENTRY 16 5Q. r-t. LANAI SS SQ. Pt. TOTAL 2362 SQ. Pt. A/C VOLUME 16086 5 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM HD. HOARD MTD, MOUNTED CL CENTER LINE m 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 RAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGE OPENING DTL. DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEET ELEV.A. ELEVATION SHTHG. SHEATIING EQ. EQUAL SHWR. SHOWEI DE, EXHAUST SIM, SIMILAR EXT. EXTERIOR SL. SLIDING F.G./FX . FDIED GLASS SL. GL. SLIDING GLASS F.G. FUEL GAS STD. STANDAD FIR. FINISH SWS SHEAR TALL FLR. FLOOR SECTION FLUOR. FLUORESCENT SC SOLID ORE FR. DR. FRENCH DOOR TEMP. TEMPERID GLASS FIG. FOOTING TIM THICK GA. GAUGE T.O.C. TOP OF 7IIRB GAR. GARAGE T.O.P. TOP OF'LATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF ILAB G.F.I. GROUND -FAULT CIRCUIT TYP• TYPICAL INTERRUPTER U.N.O. UNLESS TOTED GL GLASS GYP. HD. GYPSUM BOARD V.P. VAPPOORR PROF H.H. HOSE BIB W 'WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT "T. WINDOW INSUL. INSULATION W/H WATER HATER INT. INTERIOR W.I. WROUGHT IRON REVISIONS INDEX OF DRAWINGS REV. DATE DESCRIPTION SHEET # DESCRIPTION -- Ol 29 14 BID SET ISSUED PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG CI —COVER PAGE GN—GENERAL NOTES 1 —FOUNDATION PLAN IA —DOWEL PLAN 1B—LINTEL SCHEDULE (CAST—CRETE) 1B.1—SAFE LOAD TABLES 2 —FLOOR PLAN 3D—ELEVATIONS "D" 4D—FRAMING PLAN 4.1—CONNECTOR SCHEDULE 5—ELECTRICAL PLAN 6—HVAC PLAN DI—FOUNDATION,DETAILS/SECTIONS D2-1—STORY WALL SECTIONS & DETAILS D3-2—STORY WALL SECTIONS DETAILLS D4—MISC, DETAILS D5—PRODUCT APPROVALS WAi—WALL ASSEMBLY DETAILS WA2—WALL ASSEMBLY DETAILS WA3—WALL ASSEMBLY DETAILS WA4—WALL ASSEMBLY DETAILS WA5—WALL ASSEMBLY DETAILS —WINDOW FLASHING WA6—WALL ASSEMBLY DETAILS —SUB —BAND -- 02 27 14 CONSTRUCTION DOCUMENTS COMPLETE 160—C ABS -- 06 05 14 RANEY 160—C TRUSS ENG. ELEV. "C" & "D" -- 12 11 14 A.B. MODEL CLEAN UP — J.M. -- 07 01 15 IFBCR 57H EDITION (2014) CODE UPDATE -- 07 12 16 QUARTERLY REVISIONS -- 01 15 18 2017 FBC UPDATE 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abde-signgroup.com AA #: 0003325 w U W O 0. U rn A F FI 39LTHDIY. da LOT: CREEKSIDE LOT 94 PEtOJECT�ji 04321.000 094R1 arOaEr1 4EBB "1828—CALI" GARAGE DWIIdG: RIGHT PAGE: COVER PAGE 160 MPH EXP C ARCHITECT - STATE OF FLORIDA R 0 U P p.06/01/18 KALE: 1/4"=1'-0" mi-MET CI W o 0 < f W m J3^ZObaEI?2 ic<n Z W ILuGC 1n a'cea SEI 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH ---•----•-'�•�, •••.. •. �nri+iv vi i. ,��v�v��rv\vi vi V"11YVLn1\I I LL. I LMVI [IN V LnI CRJ MIN COMPACT TO 95% MAXIMUM DRY DENSITY DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10, SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY 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 FOOTING 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 VI I. ALL OTHER ROOMS 40 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 B. FLOOR DEAD LOADS R301.4 15 (PSF) JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 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 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 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017). 3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0,48 MM) SHEET STEEL V MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS CONCRETE 1, ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVER 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'/a". 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. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION, MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402/ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 PSI. I 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'/+ 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). L. nrn- nl 1zItll711VCCRCU YRVVU HJJVVf11 IV IV : 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 =1,100 PSI Fv = 175 PSI 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, ORAGAINST 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. FORASPHALT 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 6/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED, ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING SYSTEM. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION, 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360, DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 1& 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'/," PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. REINFORCING STEEL 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. REINFORCED CONCRETE STRUCTURES, ACI 316; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017). ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE, 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH EDITION (2017). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" -W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP EXTERIOR WALL COVERINGS SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 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 1N 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 ANCI-ORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL EXTERIOR FINISHES SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF Af LEAST 25". 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AN[AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSeIBLE. . WHERE APPLIED OVER MASONRY OR CONCRETE. 2STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & ASTM-C1063.12a. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 3. LATH &ACCESORIES PER ASTM-C-1063-1IA & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 311 LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" 1"FLASHING - HORIZONTAL LATH AND PAPER DETAILS C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTAC WITH GROUND: PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS I. #11 AND SMALLER '/" D. BEAMS, COLUMNS. CASING BEAD DETAILS - DRIP EDGE DETAILS I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPRALS 1"/" CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATETHE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.70F THE FBCR 6TH EDITION (2017) APPROVAL of THE ARCHITECT, FIRE-RESISTANT CONSTRUCTION TIMBER UNDER STAIR PROTECTION: 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR W)OD CONSTRUCTION EXTERIOR CEILINGS C. SOUTHERN PINE INSPECTION BUREAU: 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER MEMBERS, THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/411 D. TRUSS PLATE INSTITUTE: TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . I. NATIONAL DESIGN STANDARDS FOR LIGHT META. PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w w U w 0 F a U w q F a r04321.000/094RI iY. de LOT: EKSIDE OT 94 CT# L•EBB "1828-CALI" GARAGE 97rn4G . RIGHT PAGE: GENERAL NOTES 160 MPH EXP C ARCHITECT: STATE OF FLORIDA IN, I-\ DATA 06/01/18 SCALE: 1 /4"= V - 0' SiIS�T GN e DOWEL LECzEND ■ CONT. VERTICAL DOWEL TO LINTEL COURSE SECURE STRAP TO UNIT W/ (2) #Sxl 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WIS ROLL STRAP OR EQUAL SECURE STRAP TO GONG. GONG. W/ (2)-3A6'X2" SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. oVER HEAD + 12" FROM STRUCTURE KITCHEN VTR SINK W/ AUTO VENT f� 2" 11/2' 1/2'1 2 " 1 1/2 ° �LAV 3 3 2' VTR2" In' / 1J� -2' I 3n 3'211L 1/L" Av I! >I I IVw 11/2'-� sHWR 2" h WASHER CO TO 4' PLUMBING ]�IS]EP - rAIN DIAGRAM 24"X24"XI2" CONC. PAD W/3-°5 BARS EAU, ON CHAIRS MIN. 3" COVER ■� 411 GONG. !—i��ii g 4 I SLA5 0. V ■ c0 D I N CL 3-10v 1'-011 SLA5 /2' DI DI ■I I 2X4 WALL r1 r-7 I IOPT. I II aJC_4JL DWJ REF Ij SING m ■ I" PVC CHASE FOR ELEG. NCE TO ISLAND III 0-) EXTEND END OF PVC CHASE UP 12" ABOVE \ COND. GONG. PAID ; Hp --24'X24°XI2" GONG. PAD W/3-05 BARS E.W. ON CHAIRS �� I ` ■ \ MIN. 3' COVER /, I 4" GONG, REINF. W/ 6"xro" 010-�s WWM ON 6-MIL POLY ETHYLENE 4' PVC VAPOR BARRIER ON /CHASE WELL -COMPACTED CLEAN TERMITE TREATEMENT SHALL // I ■ SSE 50RA-CARE 14'-3" > / \ x If It m'-O' FIN. ELEv. 3ro"x60' FIN, CONC. SLA5 // = SHWR. PAN ,n ■ EXTEND I I SLA5 1 1/2' pl r _ ■ I WALL 2X6 WALL F- �- C I I U LAv. ■ h0'-O' FIN. °LEV. FIN. CONC.6LA5 = 4' GONG. SLA5 31/2' I 1 � FOUNDATION w/ENCL. Lie _ —_�■ L // ro — V 3'-2 EXTEND SLA5 1 1/2' L_ 7 20" 313'-E PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLCOR ELEVATIONS At REQUIRED ECiRESS DOOR SHALL MEETPROVISION OF SECTION R3113.1 OP THE F5CR 6TH EDITION (201-1). s 1/2' v / ■ 145 �J 5OLLARD AS REQ. ■ PER 5LDG. CODE I -v1 In' 10'-01 21'-4" n 4" CONIC. SLAB TYP. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 la W 0. 8 W A F ti otTimly. & LOT: CREEKSIDE LOT 94 PROJECT# 04321.000 094R1 MODEZA 4EBB "1828-CALI" GARAGE 8WnfG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP C DAB: 06/01/16 BCALM: 1/4"=1'-0" 1 SHEET I aLue� I 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W r U W h y� U W A F q F; otmn v. de LOT: CREEKSIDE LOT 94 PROJ87CT# 04321.000 094R1 MOa&L4 4EBB "1828-CALI" GARAGE J9TnWG: RIGHT PARK: DOWEL PLAN 160 MPH EXP C 0) ARCHTECT- STATE OF FLORIDA aRngT -I A 06 f 01/18 ®CALF: 1/4"=1'-0" l9ii&ET A L-3 L-3 CL 4 ! 1 <4W#llT=<4191GTt LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 IT-4' 8F28-I5/IT L 2 4'-6" SFI6-05/IT L 3 Z'-6. 8FI6-IB/IT L 4 II'-4' 8FI6-I5/IT L 5 9'-4' 8FI6-I5/I7 L 6 I "I'-6' SF24-I5/IT L 7 1 4'45" 8W-6-08/IT RECE89Eo (L) 3ID(91-51-1 EGRESS L-1 L- 3 LINTEL SCHEDULE` NOTE: THE LINTELS MAY BE SUBSTITUTED LUITH LINTELS FROM ANOTHER MANUFAGTURI=R AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED 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 U W 0 F w 4 F A F: 9L7amv. de LOT: CREEKSIDE LOT 94 PROZECT# 04321.000 094R1 MODE � 4EBB "1828-CALI" GAilAGE BWMG: RIGHT PAGE: LINTEL SCHEDULE 160 MPH EXP C ARCHITECTS STATE OF FLORIDA 01 DATE; 06/01/18 SICMX.- 1/4"=1'-0" SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS 4~111%4mw GRAVITY TYPE LENGTH $US 8F8-OB 8F12-0B 8F16-0B 8F20-0B 8F24-0B 8F28-OB 8F32-OB 8F8-1B 8F12-1B 8F16-113 8F20-1B 8F24-1B 8F28-1B 8F32-1B 2'-10" (34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 3' 6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 6039 1 7526 9004 1 10472 11936 4'-0" (48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4'-6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5'-4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 5' 10" (70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6'-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7'-6" (9D") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 1 6613 5047 9'-4" (112") PRECAST 573 632 1049 1469 1210 1482 1 1754 2027 768 1212 1818 2544 3469 1 4030 3127 10'-6" (126") PRECAST 456 482 802 1125 915 1122 1 1328 1535 658 1025 1514 2081 2774 1 3130 2404 11'-4" (136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 1 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 2074 1 1570 1818 555 864 1254 1693 2211 2832 3590 13'-4" (160") PRECAST 32 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0" (168") PRECAST 33$ 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 1 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 1 720 1030 1 1350 1610 MATERIALS 1. f'c precast lintels = 3500 psi. 2. fc prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi wl maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTM C90 w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTM A615 GR60. Field rebar per ASTM A615 GR40 or GR60. 6. Prestressing strand per ASTM A416 grade 270 low relaxation. 7. 7/32 wire per ASTM A510. 8. Mortar per ASTM C270 type M or S. 8" PRECAST & PRESTRESSED U-LINTELS 40ST6441119am UPLIFT LATERAL TYPE LENGTH 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-IT 8F32-1T 8U8 8F8 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-27 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 93$ 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 139W 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 1 1182 1684 2192 2703 3216 3732 7'-6" (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4" (112") PRECAST 801* 612 980 1269 1560 1 1852E35 630 801 755 1192 1550 1910 2271454 10'-6" (126") PRECAST 716* 498 793 1027 1261 1496 493 716 611 1039 1389 1711 2034396 11'-4" (136") PRECAST 666* 439 696 899 1104 1309 363 556 666 535 905 1295 1595 1896 2198 12'-0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 1 486 818 1209 1514 1799 2086 13'-4" (160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8" (176") PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15'-4" (184") PRESTRESSED 1228 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 578E590 N.R. 204 165 239 383 550 736 940 21'-4" (256") PRESTRESSED 145 186 278 356 433 512142 172 212 336 477 635 807N.R. 22'-0" (264") PRESTRESSED 140 180 268 343 418 493 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 GENERAL NOTES -REUUGE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS GRAVITY TYPE :LEGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1B 8RF10-18 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 1 6472 7947 1 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-T (90") PRECAST 665 761 1377 2252 1958 2451 2944 3439 764 1377 2329 3609 5492 6624 5132 9'-8" (116") PRECAST 371 420 834 1253 1071 1342 1614 1886 535 928 1497 2179 2618 3595 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS UPLIFT LATERAL TYPE :LEGTH 8RF6-1T 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-1T 8RU6 8RF6 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-27 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 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 1 1704 1995 516 614 533 527 1 1009 1369 1728 1 2088 2450 TYPE DESIGNATION F= FILLED WITH GROUT/ U = UNFILLED 8F16-1 NOMINAL WIDTH J NOMINAL HEIGHT J r QUANTITY OF #5 REBAR AT +I BOTTOM OF LINTEL CAVITY B/1 T L QUANTITY OF #5 REBAR AT TOP SAFE LOAD TABLE NOTES REUUUE vALUt BY '15% FUR URAUE 4U HELD REBAR #5 REBAR AT TOP MIN. (1) REQ'D CLEAR J F- a. F- w C.M.U. Q _ , A J yr 00 Q ui 2 O '. GROUT z #5 REBAR AT BOTTOM • OF LINTEL CAVITY 7-5/8"ACTUAL BOTTOM REINFORCING PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) 1. Provide full mortar head and bed joints. 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2". 2. 3. Shore filled lintels as required. Installation of lintel must comply with the architectural and/or structural drawings. 2. Safe loads for all recessed lintels based on 8" nominal bearing. N.R. = Not Rated. 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. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 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 6. longer with a nominal height of 8" meet or exceed U180. Bottom field added rebar to be located at the bottom of the lintel cavity. addional reinforced masonry above the precast lintel. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. 7. The designer may evaluate concentrated loads from the safe load tables by 9. Safe load ratings based on rational design analysis per ACI 318 and ACI 530 calculating the maximum resisting moment and shear at d-away from the face of support. 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 F W y G w U w A F A 8t1BDsV. at LOT: CREEKSIDE LOT 94 PiiOJrECT# 04321.000 094R1 >acoaEr� 4EBB /+�-"1828-CALI" GAP.AGZ 19VfMW\!: RIGHT PAGE: SAFE LOAD TABLES L160 MPH EXP C ARCHITECT STATE OF FLORIDA A. A NO DRINT A06/01/18 SCALE: 1 /4"=1' - 0" SHEET 1 B. d' FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.9.1 THROUGH F5C R302.c .A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION BHALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5 COM:0ENr NO CLAIM WIN) LOAM BMC WIND BPOSM FOR 3 9E0010 GUSTS OPENNGS OWN E ZOPE 16D WH WIN) NO FEMAWS AID TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR MIN. CRITERIA SGD. MIN. 12 5 30/-31 CRITERIA 80-t0 O.H.D. 56 5 30/-38 160-10 O.H.D. 112 5 29/-35 SOFFIT N/A 5 31.6/-388 -68.25/ IF ROOF TILE N/A 3 -58.n APPLICA51-E BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG- CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEEN MODIFIED PER F13CR R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. '<J WALLS I } d 1 1 1 ,�t 1 , 1 1 1 S I " 10°<8--445" GABLE ROOFS 100405450 For Sl: I foot = 304.8 mm,1 degree = 0.0175 Tad. Note: a .= 4 feet in all ca.ses. e 0510 GABLE ROOFS 0 5 1 iv INt w f 4 -7 ,m. n �r 1 1 I "i r 'J 100 4 0 S 300 _ (D , d_ eR = HIP ROOFS 10Q < 0 s 30` FIGURE R'301.2(7) COMPONENT AND CLADDING PRESSURE ZONES (2) 3052-S44 211 , • iI" NUIt: -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 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/6' (35 MM) IN THICKNESS, SOLID ORI-IONEYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. EXTERIOR MASONRY WALL 5RCx. HEIGHTS 8'-8" 5R3. SQ.FT. CALC.I LIVING 1828 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 16086.8 DBL. TOP PLATE 0 I m � nBAR DETAIL SCALE: 1/2"=1'-C' DIM. VARIES IN L EQ. EQ. uy r rt 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 U W 0 F A F A BVHDIV. ee LOT: CREEKSIDE LOT 94 PiiOJECT# 04321.000 094R1 MODEL: 4EBB /� "1828-CALI" GARAGE 0WMQ: RIGHT PAGE: FLOOR FLAN 160 MPH EXP C F'3pnurr -I DATE: 06/01/18 8CALE: 1/4$$=1'— 0" 8*=ET 111116. 2 J 8 -8" 5R3. HGT. 1'-O F 0-0" FIN. FLR. 8'-8' 5iars. 0-0" FIN. I=LR. 0'-0" FIN. PLR. E AR TEXTURED FINISH 1'-0,, -0. ELEVATION I�6 OFF RIDGE VENT F LET TEXTURED FINISH SHINGLE ROOF � Q FYPON 5KTIIXI7 OR EQUIVALENT �, 8 -8 5R3. HGT. 8'-8" S(;Cs. HGT. L — 16"X62" FYf'ON DECO. SHUTTER OR EQUIVALENT i4B WAs TYP. 4" RAISED HAND (TYP .J L 2 0'-O' FIN. FLR 0-0" FIN. FLR. N E= OFF MIDGE VENT IELEVATION OFF RI�VENT c�a' 4L Ni— ARIGHT TEXTURED FINISH ELEVATION OFF RIDGE VENT Ea, Ea. oa FYPON LVI2X24 11 FQ, Fa. Fa. OR EQUIVALENT 12 wA 6 U � 7B WA OL 8'-8' SRG. HC OPT. COACH `4 v �1 LIGHT FRONT ELEVATION TEXTURED FINISH NOTE: UUALL FENESTRATION FLASHING AS PER F5cR Ri03.4 0'-0" FIN. FLR. 8'-8' 5RG. HGT. 0'-0' FIN. FLR• wA 79L 0-0" PIN. FLR MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area)' TOTAL# OF VENTS REQUIRED = 4.09 TOTAL# OF VENTS PROVIDED = 5 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20 z" 2" N N I � a�UOULJ,VER DETAIL E/2' = 1'-0" 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 00 F W U w1-3 O 4 U w A F A 2now flulmIY. de LOT: CREEKSIDE LOT 94 PROJ80CT# 04321.000 094R1 MODElr 4EBB "1828-CALI" GAMAG�E ®1 MG-. RIGHT PAR'&: ELEVATIONS 11 DIP 160 MPH EXP C a+Nam: --/ --• -- 09CALM: 1 /4"=1' — 0" WELICT v 'FA -IF II ii II 5J3 Fill III 1 11 llr=j-lll 11 11 5Jrp C)ETAL-20 tl 1� Al rb —Ab Arp T_ A4 A3 AIA 0 CABLE END BRACING-/ SEE PTL. '4' SWEET P2 I I. HUC-419 -mij X T_ 22'X5411 -ATTIC ACCESS III 21-8ll I, 3'=o" I, 3,-0" '31= PLAN 31-011 31.011 IX4 DIAL. 15TM. CHORD BRACING, TYID. COP 5JI 5J3 Ix4 PIAG. 5TM. CHORD 5RACINCs, Typ. Ix4 STM. C1401WD BRACING: 12, O.C. MAX, SECURED W1 (2) 10d COMMON NAILS 0 EA CHORD INTERSECTION, Typ. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 go t. E-; 0 ov. tyjmra LOT: LOT 94 PROJECT# I 014321.000/094RI MODErA 4EBB I "1828-CALI" GARAGE ARAGE BWMG.- RIGHT PAGE: FRAMING PLAN 160 MPH EXP ARcHrrEcT STATE OF FLORIDA AA NO DX-A'*A"'L: 06/01/18 ATE BCA=.- 1/4"1'-0 CONNECTOR SCHEDULE II CONTROL DATE: 01-05-17 MITek USP SIMPSON ` !Tek 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 H LUGT-2 2260 LGT-2 2150 BLK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d (7) - 1/4" x 21/4" TITEN, WOOD (16) 16d Q DHTA-20 2430 DETAL-20 2480 (16) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) -10d x 11/2,1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15+ 4175 MGT+ 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD) (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD HUGT2+ 9790 HGT-2+ 10980 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD HUGT3+ 9860 HGT-3+ 10530 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LUGT-3 3525 LGT3-SDS2.5 3285 CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25 (12) SDS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL EFTA 1510 PARALLEL TO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLELTO 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) SDS 1/4"x3" HUGT 7185 (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SDS 1/4"x3" MTW 12 1195 MTS-12 1000 (14) 10d x 1112", (14)10d (14) 30d X 11/2" HTW 16 1260 HTS-16 1150 (161 10d X 11/2", (16) lod (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" LSTA12++ 930 LSTA-12++ 925 (10)10d (10)10d LSTA 18 ++ 1235 LSTA-18 ++ 1235 (14)10d (14)10d MSTA-18++ 1310 MSTA-18++ 1315 (14) 10d (14) 10d MSTA-24 ++ 1640 MSTA-24 ++ 1640 (18)10d (18)10d N MSTA-30 ++ 2065 MSTA-30 ++ 2050 (22)10d (22)10d MSTA-36++ 2065 MSTA-36++ 2050 (26) 10d (26) 10d H KSTI236 3890 MSTI-36 3800 (36) 10d X 11/2" (36)10d X 11/2" (48)10d X 11/2" KTSI248 5140 MSTI-48 5065 (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 515 IN FS @ 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 1/4"x2 1/2" W/THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 VGT & HD7B 4940 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2200 6665 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (M IN. 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, (M IN. 7" EMBED) IN CONC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD LTS19+++ 1205 LTT19+++ 1340 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (8)10d TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD vt LTS20B+++ 1100 LTT20B+++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x 1112TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) 10d TO WOOD O x HTT45 4160 HTT4 4235 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 16d X 2 1/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 2 1/2" Z HTT45 5005 HTT5 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 2 1/2" Q UPHD11 + 14395 HHDQ11-SDS 2 5+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) WS3 WOOD SCREWS (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS %" x 2k" WOOD SCREWS PHOSA. 6525 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTS TO WOOD TDX8 7870 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD NFM35X12U 2580 7130 MBHA 3.56/11.25 3475 5330 (1) 1/2"' J-BOLT W MIN 6" EMBED & NOT LESSTHAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD 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 HUS4121F 3060 2710(100%) HUSC412 (WOOD) 3635 2660(100%) (10) 16d TO HEADER, (10) 16d TO WOOD (10) 16d TO HEADER, (10) 16d TO WOOD 3325 (125%) 3265 (125%) W (7 HD4101F (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: Z = 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 Is LGUM26-2-SD I 1430 5595 (4) 3/8" X 4" Wedge-Bolt+Anchors, WOOD (4) WS3 WOOD SCREWS (4) 3/8 x 4 TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4 X 2-1/2 SDS SCREWS TO WOOD HIGH STRENGTH EPDXY = USP CIA -GEL 7000-C.. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 7" DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/GROUT. ++10d COMMON NAILS CAN BE SUBSTITUTED WITH 10d x 11/2" NAILS IN CONJUNCTION WITH A 23°% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. +++MINIMUM EMBEDMENT INTO THE TOP OF BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" w ~O 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-HWRCAG16, AND ANCHORING &, ASTENING 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 AREAS FOLLOWS, U.N.O; *FOR OPEN WEB TRUSSES -TRUSS TO MASONRY/CONCRETE SHALL BE HTA16 (INCLUDING FLOOR TRUSSES). * FOR FLOOR JOISTS (I -JOISTS) - STRUCTURAL RIM BOARD TO MASONRY /CONCRETE SHALL BE HTA16 AT 32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR I -JOIST STRAP TO MASONRY/CONCRETE SHALL BE HTA16-18 AT 24" ON CENTER MAX. * TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES). 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MINIMUM WALL &HEADER STUD REQ, ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES @ EA. END. CUT PITCH & BEVEL TO FIT 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 D5L 2 x 6 Ui= TO 5'-4" D5L 2 x 8 5'-4" TO 7'-0" D5L 2 x 10 1'-0" TO 10'-0" D5L 2 x 12 10'-0" AND OVER TWO STORY APPLICATION DOUN STAIRS SIZE CLEAR SPAN D5L 2 x 6 UP TO 5'-O' 05L 2 x S 5'-0" TO 6'-4' D5L 2 x 10 6'-4" TO W-O" D5L 2 x 12 W-0' AND OVER MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO 8'_011 U.N.O. 4'-11 1/2° 7'-I1 I/2" AND UP NUM5ER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUM5ER OF FULL LENGTH STUDS AT EACH END OF HEADER 1 2 3 2 x 12 (02 SYP) /I6" CE75 NAIL (3) 126 9 6"-S" O.C. TYP. 2x12 BM./HDR. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 F W W V IN O U W A ti A C� 93UBDIV. &a r.0 CREEKSIDE LOT 94 PROJECT# 04321.000 094R1 MODEL: 4EBB "1828-CALI" GARAGE as'1 MG: RIGHT PAGE: CONNECTOR SCHEDULE 160 MPH EXP C ARCHITECT STATE Cr- FLORIDA A v. DATIM 06/01/18 8CALE:1/4" V-0" IF X�+=4 ___ i 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE II®v OUTLET Rev OUTLET 1/2 OF OUTLET WIRED t0 SWITG-I GF1 IIOV OUTLET EQUIPED W/GRND FAUL INTERUPtER It.MYPER HP RESISTANT TYPE) WP E 220V OUTLET (4)01111115 CONNECTION Gil=I / GF1 OUTLET TrMG �PTER rAIALT LANAI I DI SWITCH CEILING SWITCH 3-WAY OPER MTD. LIGHT TO 5E � LIVING ROOM /!�4 SWITCH 4-WAY 0MR. I INSTALLED, I WP OWNER'S u , WALL MOUNTED PROVIDE 1 GFI SUITE LIGHT J-50X FOR \ RE -WIRED CEILING CEILING LIGHT OPT. F — — — / CLGa FAN `''° PRE -WIRED `Q\ RECESSED CAN DINING CLGz FAN ► / �1-WI� � ROOM � I ! t� VENT. FAN i CPM PER SO. FT. I W/LIGNTAN I CPM PER SQ. PT. 75�� — (SM05 TOP BY \ \ WILDER) 1� FLUO iRESCENT aAROUND uwaPSWITCH IN CAB NET OUTL FOR DW 2'FLUORESCENT I ------ --- ---— W.LC. I I Q' I 0. GFI CFI ! BATH *TRACK LIGHT _ — — — — — OPTS q © PANEL I REF( I pal / L I .� METER L — — � KITCHEN/ SINK — / LAUN. — BATT. BACK-UP O+ fj.D. SMOKE DETECTOR W/ 14ARDWIRE i' PAN. _lf] WALL MOUNTED BAM BACK-UP / O SMOKE DETECTOR W( 41A 11111E \ RANGE L — — MATT. BACK-UP UY r — — , CARBON I'tQJO)dD)= CAI OF I 1 Q fillBF4ALL ME A DISTANCE oP NOT LESS T�1 4' \_ - - - L — — BDRM. #4/ PROM WALL d) DEN PENDANT LIGHT LU \ OUTLET GAs HOOD WIRER \ 4�=ORG ouTLEr OUTLET FORFUTURE MICROTELEFi401NE JACK PRE -WIRED BDRM.#3 CLGs FAN TO BE EI EVATED AIR. CGNDI ICKI NGu?t DISOonwlcr A TV.TELEVISION JACK CLGS FAN\CEILING BOX REQUIRE I To ME SUPPORTED IN S I44"GI I J oox MARKEINISIRECD auto FOR I I GARAGE I PZ. OR F.Ft. — — — — AFF. O TO BE SUPPPPORYED IN I DOOR 1 .E% _ CEILING PAX&IGI-IT ACCORDANCE W/ Box — —�J MARKED ore BUCFV FCM2 � I \ I \ FLOOD LIGHT MAWALL MOUNTED ❑�, OPT. SECUQIIY i1LIGHT W/SWITCH IN KE'P"D \ ATTIC P.B. PUSH -MUTTON FOR C148M O BATH-#2 .—�• UM PORT !/ \ / KEYLESS 6GsFI LOCATION OF TV JACKS 4 PHONE OUTLETS / O / FIXTURE CLG z FANS TO 5E VERIFIED a HOMEOWNER / S D' OUTLET IL PRE -CONSTRUCTION MEETINGS. BDRM.#2 �/ \ FOYER ALL RECEPTACLES IN ALL 14A51TA5LE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 6T14 /� \ \ GFI EDITION (2011). 20 AMP DEDICATED LAUNDRY CIRCUIT. PRE -WIRED \ 1 - ENTRY GARAGE IRRIGATION GFI a ISLAND (NOT ON KITCHEN CIRCUIT) CLGS FAN DISHWASHER DISCONNECT TO 5E LOCKOUT OUTLET a IN PANEL // 48" A.F.F. 5ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION I—.B. FOR MI501.4 F5CR 6TH EDITION (201-1). GI 41MES LAUNDRY ROOM RECEPTACLE SHALL 5E \ GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS \ _ _ _ WIRINGS METHOD SHALL 5E NON METALLIC — — — — — — — — — — CA5LE PER ELECTRICAL PROVISIONS OF lOPT, FBCR COACH 6TH ED 12011). LIGHT WORK TO COMPLY WITH ELECTRICAL PROVISIONS Or THE F5CR 6T14 ED (2011). METER FIELD VERIFY LOC. WP Panel MAIN - A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 1bU Amp M.U.13 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 12" C. Wire Pole Bkr Description Watts Circuit circuit I Watts 6304 Description —Tew-I Space Space A/C C.U.-135 Pole 2 Wire #e #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 #12 2 20 Irrigation Pump 1000 3 4 5 6 Space 7 e 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- #210 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit 2 4 6 8 10 12 14 16 18 20 22 24 26 28 30 32 34 36 38 40 42 Watts Description Bkr Pole Wire # 12 1 20 SmIlAppliance 1500 1 8000 Range 50 2 #6 # 12 1 20 Microwave / Hood GFI 1900 3 M2 1 20 Small Appliance 155M 5 4500 Water Heater 25 2 #10 #12 1 20 Refii rator 1500 7 # 12 1 20 Dining Receptacles AFCI 15W 9 1200 Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 1200 11 ISM Dishwasher GFI 20 1 #12 #14 1 15 Faver / Hell / Bed. #2 & #3/ Bath #2 AFCI Soo 13 5000 Dryer GFI 30 2 #10 #14 1 1 15 LiNing Roam, Lanai Lights AFCI 900 16 #14 1 15 Kitchen, Pantry, & Dining Lights & Rc is AFCI 900 17 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Laundry / Pled #4 / Den AFCI 1200 21 1200 Garage Lights and Receptacles GFI 20 1 012 Space 23 9W Owner's Suite AFCI 15 1 #14 Space 25 900 Owner's Bathroom AFCI 15 1 #14 Space 27 900 Exterior Lights and Recept GFI 15 1 #14 Ispace 29 1000 Irrigation controls only 20 1 #12 Ispace 31 Space S ace 33 space Space 35 Space Space - 37 Space #8 2 35 A/C AHU-1 (Heater 5 KVA at 65% 5525 39 Space 41 Space Load subject to demand rector calculations / line 16000 27600 Load subject to dernand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43600 First 10000 watts at 100% 10000 Remaining watts at 40% 13440 Total A/C load 10829 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Amps watts 1240 whs) 142.8 General Lighting & Receptacle Load Total A/C Square Feet 182g General Us & Roe 3 W / S . Ft. 5484 Hi -Hats 1 at 65W/Li ht at 100% 1 65 Total General Lights & Rec (Watts) 5549 Ckis# watts/ckt Total watts General Us & Rec Panel A 9 617 5549 PROVIDE 302/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT is OVERHANGS.) 150 ,AMP ELECTRICAL R15ER NOT TO SCALE. COMBINATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN I PHASE A. ELECTRICAL MATERIALO AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 6TH PANEL EDITION (201-1), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/2P 5. ALL CONDUCTORS SHALL 5E TYPE THHNrrHWN UNLESS MC5 NOTED OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE 5ECONDARr- 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 60 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 5ONDINGS TERMINAL AT LOW VOLTAGE CONNECTIONS CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 6TH4 EDITION (201-1). 5/8" DIA X 8 FT LONGS 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 F W U W 0 F 4 U 47 Q F A LlVaDIv. tee LOT: CREEKSIDE LOT 94 PROJ83CT# 04321.000 094R1 MOD&L: 4EBB "1828-CALI" GARAGE BWMG: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP C D �`. 06/01/18 8CALM: 1 /4"=1' — 0" 8H&&T 01 CALI EQUIPMENT SCHEDULE 3 TONS MFG CARRIER C.U. 25145C536AR30v A.H.U. FX4DN(5,F)03'lL HEAT SKIU SEER 15 SEER TOTAL CAP 34800 ELECTRIC 208/230/I00 5RKR C.U. 35 A.H.U. 35 REF LINES 3/4' 4 3/8" IT nVAC PLAN F w U W may.. O F U W q EW. A F; L9VBDIV. de LOT: CREEKSIDE LOT 94 PROJECT# 04321.000 094R1 MODEL: 4EBB "1828-CALI" GARAGE OWING. RIGHT PAGE: H VAC PLAN 160 MPH EXP C z E 06/01/18 BCALE: 1/4"=1'-0" 1 MMET 11 !U 03 IMPAIR VERTICALLY W/ C T4CL POUR CELL ODE E'IEER^sY CODE FORMS FOR MBULA710N R-VALUES z DMIRE FINISH �aAil a, cm N / IA• GYP. W.. OP. WOOD BABE s z O STQ'R4�0) REItFORCd=D W/ 6'X6' AXWIA WU= OR FIBEIR'MGH ON -MIL VAPOR RETARDER ON ELL -COMPACTED CLEAN FILL. ER-IITE TIMATMENT TO EE ORA-CARE APPLIED AT FRA1UNi 5 REPAIR ON CHAIRS 1—STORY FOOTING �1 W/ BLOCK WALL 1 SCALE, IA'.I'-®• S.. 4' CONS. RENF. W/ 6'x6' WIA)QL41P W)M ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON DELL -COMPACTED CLEAN HILL TITE m 0 a, TREATMENT SHALL BE BORA-CARE (1) 5 DEAR ON CHAIRS IRS THICKEN EDGE w� zQ� 4 m 0 7APPLI7M 6'Xl. 6' WIAXWI.4 COMPACTEDD CLEA TREANT TO PE °AT PRATING. 5 REPAR ON C 4AIRB 1—STORY FOOTING AT FRONT PORCHES Ern '.ram' SEGWM P.T.TE .& W/ VJ•XB 1' F]'IBED. 3Z' A w M W/ 6'x6' WAXWAO MM ON 6 POLY ETHYLENE VAPOR ER ON YELL -COMPACTED GLEAN ° F TERMITE TREATMENT SHALL BE -CAIRE L C)I 5 RE ON GHAURB 0 R" 4, GARAGE STEP—UP 1—STORY L.B.W. W/ UPLIFT @E;X�T!IENDED FOOTING ALE: 1/2' = I' -O" (U 5 REPAIR VERTICALLY W/ CONS. F'OLLI�D CELL SEE ENERGY INSULATION R- TEXIIURED I B' GMIl r � IR' i J AIL z w oP a 4' CON- mEWWROE-D uu 6'X6' E i WAXW.4 U8F OR FIBERME514 ON o, L , 6-MIL VAPOR RETARDER ON -COMPACTED C4.EAN LI TREATMENT TO MEFILL- -CARE APPLIED AT FFNM z Q q, $, S�� q�� (3) 03 RE ON CHAIRS / 2—STORY FOOTING W/ BLOCK WALL SCALE: 1/2'=I'-V (V 5 REPAIR SET IN SM'SON HIGH z " STRENGTH EPDXY 6' EMBED. MIN. � a 4' GONG. IRIEW. III/ 6'x6' W 4>at4iV °. Q.. WUM ON 6-11I1. POLY ETHYL" °9 VAPOR RETARDER ON HELL -COMPACTED CLEAN FILL TERMITE TREATMENT SHALL BE BORA-CARE TYP. RETROFIT FOR OMITTED DOWELS et'o" I upe 0 OrMAX sno w!A. THI 7b08! PSI • 78 DAYS �T. P SLAB I' }' PLATE TO BLAB W/ I" BLAB REW-OROED W/ . PLATE TO BLAB uV }' E'ER T X • T W/ Z' WASHER 1' D. • Or- MAX NAIL • 32' OG. MAX I' No51 lo" 6 x 6 - WL4AUTA HULA. '11 . MIN. • 37' OC MAX ®'-®' FIN. FLR ' < 4 REINFORCED UI/ i'X6' WIA> UL4 F • 41 INFORGED W/ WXW WAXWA ' CONC. IEUFORCM W/ 6'X6' WIA>ZWL4 `_ " IA' RAP UUF FIBERME614 ON 6-MIL. VAPOR W)F OR FI R'E614 ON 6-MIL VAPOR OR FII5ERMES4 ON 6-MIL. VAPOR i— OR R a a O BETA GN DELL-0:P"ACTED CLEAN RETARDER HELL -COMPACTED CLEAN z_ a' ER ON U,E1.L-COMPACTED OLE '^ • 2 w r FILL TE TE tREAtMENT TO BE FILL TERMITE ATMEN7 TO BE FILL. ITE TREATMENT TO PE } m PORA- APPLIED At FRAMM6c BO¢A-CARE A ED AY FRAIMINGk BORA- APPLIED AT PRATING. 4' I' q�� (3)5 REPAR ON IRS qq. 11 (Z) 5 REPAR CHAIRS 2'_ra' (Z) 5 CHAIRS Q w 17' MIN. BE � y r. .� FOREt•RDUND L------- 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING %1 AT L. B. W. (W/ UPLIFT) AT L. B. W, AT L.B.W. (W/ NO —UPLIFT) STAIR DETAIL NOT USED � SCALE: 14 •1'-®" r.. J_.) SCALE, IR'=I'-®' U SCALE. r=r-o' C 4' CONS. MINK W/ 6'x6' WAXWIAV WLM ON 6-MIL POLY ETHYLENE VAPOR $TWO 16' O.G. MAX STUDS Y,' O AX Af RETARDER ON DELL -COMPACTED CLEAT 4 4' FILL TERMITE TREATMENT 8HALL BE SECURE BOTTOM O W/ SECURE BOTTOM O �'� SECURE P. T PLATE AB Ul/ BORA-GAPE SAMPSON SP4 ' O BPiPBON 6P4 • .0 VARI WI M MAX GARAGE STEP—UP HEIGHT GF GARAGE SECURE BT O W/ }'x8' sEaJRE ST. uv }'x8' NON —BEARING A" 7' R 7'eE°- VERET of GARAGE s, �, 5 VARIES WITH ELOPE VARIES WITH ELOPE TO SLAB W 1®d MIN, • MA MIK • OC MAX RY • 37' O.C. MAX GGALE= 1 '=t -0 w XY FOR EXPANSION E D FOR EXPANSION w r w w } , TARDER ON WELL -COMPACTED CLEAN ,.. .: '. • : MIL POLY ETHYLENE VAPOR FILL TERMITE TREATMENT SHALL BE n .. _ a •_.` ° a -_ m -CARE w RE r INFORCED W/ 6'X6' WRE 1.4=4 ' CONC. I ORCED W/ 6'X6' 1111.4X IM COIu CONIC. REINFORCED 6'X6' WIAXWIA a 4' U/ A R Rr UAU'I ON _ PIBERMEBH -C 6-MIL. VAPOR m .. " a a 4 BON@! OR FIBER`IUELL- Ill-ACTEOW ON 6-MIL Z - FIRE N 11ELE814 -C 6-MIL. VAPOR :. 6-MI YET VAPOR RETARDER ' a RETA R ON UELL-COTTTO ISEp CLEAT z a' RE ER ON REATMENT TO ME° GI..EAN z W RET ER ON AIMS INTO Be D CLEA{ W CLEAN FILL TERMITE � � FILL. 7E TREATMENT TO 0E )_ � FILL. 17E TREATMENT TO BE � � FILL. ttE TREATFENt TO BE � � (7) 5 ON CHAIRS A L BE BORA-CARE T^ (/>' 4' ISORA-CA APPLIED AT FRA rNCx m" 4" " EOM- APPLIED AT PRAMPYk m O 4' I' " 4" (Z) 5 MBAR AIRS z ID (9) 5 RE CHAIRS I e (Z) 5 REPAIR CHAIRS V ER° GARAGE STEP—UP RAGE STEP— GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. NON —BEARING 6 L.B.W. W e UPLIFT 6 A 2—STORY L.B.W. W/ UPLIF U11--ftL.B.W. W/NO UPLIFT WNO UPLIFT rJ EXTENDED STEP .STEMWALLTO'BEMX3COURSES scAtE: i�'•1' m' scALE: ice'=i'-m' @q=NDED FOOTING SCALE: r vmv-0' �'IRADE� RECESS MR SECURE P.T. PT. TO W/ o - GARAGE ° OOR IA'k0' Td EMBED. MIN 7' OG M (1) 5 REPAIR VERTICALLY W/ CONS. (I) 5 MBAR I Y 'x6' WAXWAO WUM POURED CELL uV CONC. CEL r -MIL ETHYLENE VAPOR INEL8' CI'TLI e' CT1U E CLE F L TERMITEL TREATMENT SHALL lM 4' GONG. REI•F. W/ 6'xi' WAXWIAV UIIM ON °o a ON -T1 Y ETHYLENE VAPOR OI QUIRE •GARAGE O L-(ERMINED BY -� 6-MIL POLY ETHYLENE VAPOR R=TAf®ER ON z m z L a OF :n 0 4" 8' 8�� q� w F a NOTE, - a • WELL-COMR°ActED GLEAN FILL TERMITE _ q J 2'- " 4" 5 REEAAR ON CHAIRS TREATMENT BHAU.L DE BORA-CARE 4 W/ 6'x6' WAXWIAO UAU`I J n 'I' WALLS TO M DEIER'IINEP BY DIVI6ICN. R ON DELL-CCMPAGtED CLEAN STUCCO BUILDER PY DIVISIGK STUCCO C CRETE PAD (1) 5 REPAIR ON GHAIRS a FI ITE TREATT'ENY SHALL BE STOP TCURB HEIGHT VARIES KaFCT VAREB 9 AL a •.,_ q 1 GARAGE DOOR FOOTING -CARE `D 1 .. .. - - a SCALE, 1/J'.1'-0' ? w (3) 5 ON CHAIRS q 0 -° t -. a > z L e .. . > z e �+ WIF OR NDERME6H O'1 6-MIL. VAPOR °- .�.° • FILL. ITE TREATMENT TO M w ell, fU TES " 0 _ W 4' CONC. REINFORCED W/ i'X6' WL4XWL4 1, RECE86 FOR L t7 a' a- a O e I F OR FIPERMESH ON i-MIL VAPOR 64D. TRACK 3" } _mof 0 4' GONG. REINFORCED W/ 6'X6' 0AXWL4 _ a R I=I ON UEWL-COMPACTED CLEAT . •. RETARDER ON HELL-CO'TPACIED CLEAN FINISH FLOOR 80RA- RE AP'PLIEP AT FRATMfs. ° - - FILL TERMITE TREATMENT 70 BE w ° ' RE APPLIED AT FRAMING. a > ° -/ ARAGE STEP—UP DORA-CA 2—STORY L.B. W. o � 4 (7) 5 REPAIR ON CHAIRS = (3) 5 GN CHAIIR6 � � y C' E EXTENDED FOOTING m 8 SCALE: 1/2'.1'-0" � o ° /��� A � �A �A v / /��/�/ / /`� 1—STORY FOOTING 2—STORY FOOTING SLAP I v7• culm HE 8 AT GAR GE E A AT GARAGE SLAB AT S. G. D. In' SCALE: I/2'=r-0' 10 SCALE, SHOWER 2 RECESS FOOTER z- ip REI•F. U1/ 6'x6' W.dXWl.4® UJIM - ON 6-MIL POLY ETHYLENE VAPOR ' RETARDER ON UELL-COMPACTED CLEAN TERMITE TREATMENT 814ALL BE CARE M5 ON CHAIRS LAB AT GARAGE GRa)rED BON° pEAM 7 SERVICE DOOR rcIZONTAIMPAIR LL VARIES ELEV. ° I = -m O'-0, FI'1 FLR REPAIR W/ V' HOOK z TIE VERTICAL TO VERIYONT a T GROUTED BOND BEAT _ ~ 4 REBAR W/ Im' NOT ANP ° ° VAREB PER ELEV. - _ EB PER ELEV. y�y! GAB LINE ° a a 8 TED BOND BEAM l� NOT USED , c .. POURED LINTEL CONT. (TYPJ 1 }' Pvc SLEEVE B• CMFILLED CELL (TYPJ FOR GAs LINE M 6, PyG CHASE THRI FOOTING - 7X WALL FRAMING e' cm (4))j'X1' ANCHOR BOL16 w' 4))Ocl. �IR' DRYWALL 1-STORY ° J-5OL'r6 ATM. 8' EMEEPM NT W/ 7'X)'XV8' (Z) 5 R@O.AR ON CHAIRS I&WASPER AND NUT SPACE° EVENLY FROM W CX) BAD ORY FLOOR TO BOND BEAT. GET IN JOINTS (3)5 RBBAR ON CHARS r4` PROP TO FILLMG. (SLEEVED ANCHOR IN- GOLIP POUR ACCEPTABLE RETROFIT) . EXT. /INT. FRAME WALL TO 15 BLOCK WALL CONNECTION n n��RVERr1GALLYuucGNc. BGALE. I/)'=I'-O' SEE ENERGY GORE PO %FOR INSULATION R-VALUES ° 16 GAS LINE EGUIRED THRU BLOCK 1/ �I Q FOR IMrePECLEANOUr �OGN RED Q FOR h r= TIQX I!)' GYP. � BD. FOR INSPECTION WOOD BASE ° - NOT USED L4 w 4' CONC, REINF. W/ 6'x6' 1111A>01,40 Or ON 6-MIL. POLY ETHYLENE VAPOR RETARDER ON DELL-GOM PAGIED CLEAN m'-O' FM. PLR. O'-m' FM. FLR 'U FILL TERMITE TREATMENT 614ALY BE a 4 t0 0 BORA-CARE 9 `o "a ° I N R VERTICAL L PAIR ' ° a IE HORIZONTAL IL PAIR 5 M !7) BAR T • I -STORY ° '.. o ;' , REPAIR W/ W HOOC ° AR W/ I®' HOOK (3)S REPAR•Z-STORY z ,f ° 'e a 4 CUMIDE REPAIR to PE 6' PVC CHASE THRU FOOTING 2 �� . �•: r CONTINUOUS = Q L > !U 5 VERY. DOWEL ° 0 e LAPPED W/ POND BEAM (1) 5 REPAIR AT GORJEW � �o ::I.STORY uU Zs' LAP MIN. m V 4" 8" 4" (7) 5 IMPAIR ON 04AIR6 Z-BTOR'I' HORIZONTAL/VERTICAL MIN. LAP (3)SREPAIR ON"IRS HORIZONTAL/VERTICAL REINFORCING AT %;A.. PIPE THROUGH REINFORCING L� ��� BEARIN MANGE REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING U—� c AT LINTEL CORNERS D W BLOCK WALL AL,L, EXT]El:ZIOR F'OOTE]RS AT FINISH SI.AB'S 70 BE MI]N-. 12" BEL.OW UNIJISTUl=ZBEID SOIT, CONTROL DATE: 07/01/15 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w W U O F a F A h L9inmrV: da LOT: CREEKSIDE LOT 94 PROJICT# 04321.000 094R1 MOIL: 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP C DA�T]C:: 06/01/18 ®CALI: 1/4"=1'-0" 8NMET D 1 F15ERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F5CR RRwB5.1.1ON 0.5.5. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EM5EP. STRAP VERIFY w/ TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1— STORY 1 BLOCK WALL SEE ENERGY CODE FORMS FOR INSULATION R-VALUES ' GYPSUM 5OARD OR J" HIGH STRENGTH CLG. 5OARD CONC. FILLED LINTEL 5LK W/ (1) S RE5AR CONTINUOUS PRECAST LINTEL SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) *5 RE5AR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS O 16" O.G. 8" CMU 1/2" GYP. WL. 5D. WOOD SASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F5CR RRS05.1.1 ON a' O.S.B. SHEATHING OR z" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GA5LE TRUSS WEEP SCREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED t0 MASONRY w/ 1/2"xV A.S. w/ 2' DIA. WASHERS, -t' MIN. EMBEDMENT WITHIN 8 OF EA END, 32 O.G. MAX IN FIELD. CONC. FILLED LINTEL 5LK W/ (1) 05 RESAR CONTINUOUS PRECAST LINTEL 5/5" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (I) S RE5AR VERTICALLY W/ CONC. POURED CELL s" CMU 1'-O° TYP O.N. u 1—STORY �o GABLE BLOCK 2 WALL SCALE: 3/4" =1' -m" 2x4 5LOCKING 5ETWEEN TRUSSES AT FIRST FIVE 5AY8 4'-0" O.G. (AT SHEATHING SEAMS) STIFF5ACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED E:NG, FOR SIZE AND CONDITION) PRE-ENG WD. TRUSS 24" O.G. MAX. CONT. 2x4 RAT RUN SECURED W/ (2) 126'6 g EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/8" GYPSUM 5OARD OR 1/2" HIGH STRENGTH CLG. 50ARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 'RE -CAST CONC. SILL Ix2 P.T. FURRING STRIPS 6 24" O.G. 1/2" GYP. WL. 5D. WOOD BASE SECURE TO BLOCK W/ W 2X4m SECURE TO BLOCK WbY TAPOONS OR DRIVE PIN SECURE TO BLOCK W/ )W TAPGONS OR DRIVE PIN (MIN. SHANK 612E At, TAPCONS OR DRIVE PIN (MIN. SHANK SITE .145 MIN. HEAD 612E 300 (MIN. SHANK SIZE .14b MIN. HEAD SITE 300 MIN. EMBEDMENT I Y1) MIN. HEAD SITE 300 , MIN. EMBEDMENT I YEN NOTE= STRUCTURAL MUST BE WITHIN V OF EACH END 1 NOTE: STRUCTURAL 2X MUST BE MIN. EMBEDMENT I A') NOTE= STRUCTURAL 2X MUST DE WITHIN B' OF EACH END t RE ON OUTSIDE 1 SECURED R' CMU IV OZ. MAX SPACING OUTSIDE 1 SECURED 7HR000sH WITHIN 8' OF EA04 END / IS'O.C. MAX SPACINfs. ON OUTSIDE 1 SECURED 10' O.C. MAX SPACING. THROUGH NON-STRUCTURAL W 14' DRYWALL NO OON NON-87@UCTZIOM THROUGH NON-STRUCTURAL )(�.' 2X6: TAP( -.ON MIN. I-Y1 EMBEDMENT I'X4' OR I' a' P.T. NAILER WCUR t0 BLOCK W12 Nr INTO I-Y1 EMBEDMENT INtp 2X6m MIN. 1-Y<' EMBEDMENT SE-114' TO BLOCK INTO BLOCK Ix4 P.T. OR %X4' MIN. rgN TAPCONS OR DRIVE PIN TAFCO �-� m SECURE TO �'� INTO BLOCK. INTO BLOCK W/I-1/4' tAFY.ANB OR ❑rEXTEND SECURE THRU FRAME 1 MIN. SHAW, SIZE 445 W/J- TAPOONS OR DRIVE PIN I,Y1 INTO BLOCK MIN. HEAD SIZE 300 � gMiy DRIVE' PIN (MIN. SHANK SITE .I45 , �1 ❑ W/ M4' TAPCONR OR DRIVE MIN. EMBEDMENT I Y1) = DRT'WALL (MIN. SHANK SITE .14b 'CMU MIN. HEAD SITE 300 'DRYWALL PIN (MIN. SHANK SITE .145 WITHIN B' OF EACF+ END 1 IV OG. MAX SPAG * 'X4' OR 1'k2' PS. NAILER MIN. HEAD SIZE 300 MIN. EIMBEDMENT I Ys'> WITHIN w OF EACH END 1 K' DRYWALL 'X4. OR I'M' F.T. NAILER MIN. EmmomENT I W) WITHIN B' OF EACH END 1 ❑ 'X4' OR I'KJ' P.T. NAILER 0 MIN. HEAD BITE 300 HEAD019ESIZE 2X8� ❑ IB' MAX SPACING. ❑ IV O.C. MAX SPACING. MIN. I PEACH SEC:URE 70 BLOCK W/7-jb' k' O1MJ5. X 4' MR OZ. 2X8mm 74' OU3.8. X 4' MIN. WITHIN B' OF END 1 I8' OG, MAX SPACING TAF'GONS OR DRIVE PIN (MIN. SHANK SITE Job DOOR CASING 2X8® SECURE TO BLOCK W/J-9(�.' DOOR CASING SECJUR>M TO BLOCK W/I-I/4' TAPGC7M1lR OR DRIVE PIN DOOR CASING DOOR CASING MIN. HEAD SIZE 3O0 DOOR JAMB OR WINDOW TAPCONS OR DRIVE ION (MIN. SHANK SIZE DOOR JAMB OR WINDOW (MIN. 64ANK SITE .14b DOOR JAMB OR WINDOW DOOR JAMB OR WINDOW MIN. EMDEPMENt 1 49 ATTACH TO 2X PER -145 M� � SIZE 900 A'I-I'AGH 70 2X DER MIN. HEAD SIZE 300 ATTACH TO 2X PER ATtA.G-4 TO 2X PER WITHIN g' OF EACH END M MANUFACTURES DETAILS. MR EMBEDMENT 1 Y1) MANUFACTURER DETAILS. MIN. EMBEDMENT I Y4') MANUFACTURES DETAILS. MANUFACTURES DETAILS. Is' O.G. MAX SPACING, WITHIN B' O= EACH END / WITHIN V OF EACH END 1 NOTE, BFNM AB NEEDED t0 PLUMB NOTE: BRIM AB NEEDED r0 PLUMB NOTES SHIM AS NEEDED 70 PLUMB IV O.C. MAX SPAGMVCz MOTE, SHIM AS NEEDEP TO PLUMD JAMB MO NOt EXGE£DY11 I8' O.C. MAX SPACING. JNIB !DO NOT EXCEED Y<1 JAMB !DO NOT EXCEED Ys'1 JAMB CPO JAM® NOT EXCEED)W) TO HIOCK +1-1R//1,Q" DOOR JAMB TO BLOCK +9" DOOR JAM® 'CO BLOCK +3-7/IB" DOOR JAMB TO BLOCK +9/4 OR +5/4 DOOR IrINDON TO BLOCK +1-LB/18 11DJDOMP TO HIACK +S" /'ni fl1RDOW TO BLOCK +9-7/18" v �RIRDOIP TO BLOCK +B/4 OR +S/4 3ro�.r_®� 2X4m SECURE TO BLOCK W/ W 2X4m 2X4:. 2X4=m TAPCONS OR DRIVE ION SECURE TO BLOCK WN<' SECURE to BLOCK W/ �l(�' REC2URE TO BLOCK W/ %, (MIN. SHANK 61M TAPCONB OR DRIVE PIN TAPCONS O2 DRIVE PIN .145 MIN. HEAD SIZE 300 (MIN. SHANK SIZE .145 MINA. SHA , SIZE 345� MIN. EMBEDMENT 149 MR HEAD SIZE 300 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1 Y4') WITHIN MIN. HEAD SITE -400 MIN. EMBEDMENT I YIV UAtI-41N 'WITHIN 8' aK EACH END t UM' O.G. NOTE: STRUCTURAL 2X MUSTMIN. IN a- OF ENT 1 YEN WITHIN 8' OF EACH EG. 1 NOTE: STRUCTURAL 2X MUST V OF EACH END 1 IB' O.C. B' OF EACH END 1 IV 01:. I,lO�= STRUCTURAL 2x MUST MAX SPACING. 2X'dm OUTSIDE 1 SECURED RED IB' O.G. MAX SPACING. ON OUTSIDE 1 SECURED MAX SPACING. MAX SPACING. BE ON OUTSIDE / SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL OU THROUGH W6' TAPCON MIN. I -A' 2X6! 7HROUG4U NCI -STRUCTURAL TP V:• TAPCON MIN. I-Ya SECURE TO BLOCK WO-%' SECURE TO BLOCK w-%' THROUGH NON-STRUCTURAL TAFYAN MIN. I-Y1 W/J-?!4' TAF'GONS OR DRIVE PIN EMBEDMENT INTO BLOCK SECURE TO BLOCK W/1-1/4' TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOCK. TAPCCNIS OR DRIVE PIN TAPC.ON$ OR DRIVE PIN EMBEDMENT INTO BLOCK (MIN. SIZE (MIN. SHANK SITE J45 (MIN. SHANK STYE J45 (MIN. SHANK SIZE U40 .14E HEAD MIN, HEAP SIZE 314 V CIMU MIN. HEAD SIZE MIN. HEAD SIZE 300 MIN, EMDEPMENT I Y1> / MIN. HEAD SIZE -SOO MN. EMBEDMENT I Y1) WITHIN 1 B' OC- : B U`Al MIN. EMBEDMENT I Yl) WITHIN V of EACH END �. DRY1Uq..L I-X4' OR 1'xV P.T. NAILER MIN. EMBBpMFs17 I Yt)-Lr I Y4 WITHIN 8' OF EACH END 1 8' GMU DRYWALL WITHIN V CF EACH END B, q.MU at OF EACH END K' DRYWALL 1 Is' OC. MAX SPACING. 16' OTC. MAX SPACING. 1'X4' OR I'X2' P.T. NAILER I' 10' OL. MAX SPACING. A' DRYWALL MAX SPACING. ❑ I'X4' OR I'X2' Pt. NAILER 2x&m ND 2X SECURE TO MEMBER 2X8mp ' P.T. X 4' MIN. 2xs:m 1'X4' OR i'X2' P.T. NAILER 2X8me OOR CASING SECURE TO BLOCKRUCTUR4L SECURE TO BLOCK W/I-I/4' SECURE 70 BLOCK WQ-j(a' OOR CARING SECURE 70 BLOCK W/1-si(i' tAPCONB OR DRIVE PN WR-il�' tAPCONB ORA2d WITHIN 8' OF EAGFI D 1 6' TO 8' OL. MAX7APCONB tA)aCONR oR DRIVE PIN OOR CARING OR DRIVE PIN SHANK SITE U45 (MIN. SHANK SIZE J4S(MIN. MIN. HEAP SIZE DOOR JAMB OR WINDOW DRIVE PN MIN. SHANK SITE .148OOR k&62 CASING (MIN. SHANK SIZE J45 MIN. HEAD SIZE 300MN. DOOR JAMB O2 WINDOW HEAD SITE 300 DOOR JAMD OR WINDOW .300 MIN. EMBEDMENT t Ys') WITH( ATTACH t0 2X PER MINL HEAD SITE 300OOR JAMB OR WINDOW MIN. EMBEDMENT I Y1)MN. ATTACH 70 2X PER EMB£pMENT I Y4') WITHIN ttAGH TO 2X PER MANUFACTURES DETAILS. B' OF EACH END A 18' O.G. MANUFACTLLREB DETAILS. MINL EMBEDMENT I Y1)TTAGH U 114IN V OF EACH END 1 TO 2X PER MANI.PACTURES DETAILS. WITHIN 8' OF EACH END 1 I8' O.G. MAX SPACING. ANUFAC7URE8 DETAILS. V OF EACH END / 18' O.C. MAX SPACING. , SHIM AS NEEDEP TO PLUMB MAX SPACING. NOTE, SHIM AS NEEDED TO PLUMB JAMB (PO NOt EXC:EE'D Y') B' O.C. MAX SPACING. NC1'IE= 81-VIFf AS NEEDED TO PLUMB ( NOT EXCEED Y') NOTE: SHIM AB NEEDED t0 PLUMB JAMB (DO NOr EXCEED Al) B' cm 1S DRYWALL I'X4' OR I'X2' P.T. NAILER Ix4 P.T. OR 9'1X4' MIN. SECURE THRU FRAME 1 ExtpND I-& INTO BLOCK UV ❑ V TAPCONS OR DRIVE PIN ❑ (MIK SHANK SITE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT 1-41 WITHIN 8' OF EACND H E1 18' O.O. MAX SPACING DOOR CASING DOOR JAMB OR WINDOW ATTACH TO IX PER MANUFACTURES DETAILS. NOTE, SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED A!)DOOR JAMB TO BLOCK +3/4 OR +6/4 r� VWDON TO BLOCK +B/4 OR +S/4 JAMB (DO NOT EXCEED 49 DOOR JAMB TO BLACK +1-1/2" DOOR DOOR JAMB TO BLACK +E ����} " s JAM19 DO s DOOR JAMB TO BLACK +9" DOOR JAMB TO BIDCK +9 9/4' B TO BLOCK +S 9 4" v m TO BLOCK +1-1 i'1 MPINDOW TO BLACK +2 1/4 -1 TO + F SCALE: 3/8'•I'-0' 3/8,2DOW x SCALE: 3l8'=I'-0' N SCALE: 3/8'•I'-0' SCALE 3/8'' z FASTENER SGHEE>ULE NAIL REQUIRE(" IENT5 TOP CORD BLOCKING AT 4' ROOF DIAPHRAGM USE 1/16' O.S.B. OR In' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.G. AT SUPPORTED PANEL EDGES AND "8 RING SHANK GUN NAILS At b" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. LE END FRAME USE "8 GUN NAILS • 4' OG SIZE HEAD I LEWxTHI MIATENSILE STR ad ROUNpJMODIFIED 1 1/8' J13 1i0000 OR T 1 10d ROU,NDMODIFIED 21/8' 1 .128 110000 O.C. MAX IN FIRST 2 FRAMING NOTE: TYP. EXT. SHEATHING ATTAOH scr q SPACES AT EACH END. FOR SHEAR 1 UPLIFT (O.S.B. TO BE STRUCTURAL m RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE i ROOF SHEATHING NOT RE6SUIREp EXCEPT OPENINGS ce ROOF SHEATH 4ING TO GA8 NOTE: NAILS TO BE MFG. BY MEMBER OF INT. EXTERIOR SHEATHING USE 1/2, CDX OR 1/16' OSB PLY WITH 08 RING SHANK GUN NAILS AT 6' STAPLE, NAIL 1 TOOL ASSOCIATION 10113 INCH NINAL SHANK DIAMETER ry ? O.C. AT PANEL SIDES AND "'S RING SHANK GUN NAILS 4' O.G. TOP i 2 RING DIAMETER OF 0ID12 OVER SHANK DIAMETER p BOTTOM PANEL AND "8 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS OR Vir I ZIP SHEATHING SYSTEM 3. 16 TO 20 RINGS PER INC{ 4 ROOF 54 4EAT4 41NG LAYOUT (INSTALLED PER MANUF. SPECS). SEE DETAIL. AS AN 4. 0.280 INCH RILL ROUND HEAD DIAMETER AND ENDUJALL BRACING 5.2 INCH NAIL LENGTH NOTE: -RING SHANK GUN"SHALL BE PERMITTED A rASTIENER PROM ANYR BUILDING LENGTH I —OR C A[�LE 1=NQ 1=RANI INCH -ROOF DESBIGN BASED ON WORST CASE L SCENARIO FOR ZONE 3 — "8 RING SHANK GUN NAILS 4 4' OG. TOF a BOTTOM EDGES �11 LL z O FOER3LA66 SHINGLES OVER 030 FELT PAPER INSTALLED PER F5CR RR905.1.1 ON 4' O.S.S. SHE ACHING OR J" CDX PLYWOOD SECURED PER FASTENER SCHEDULE 11_0" fiYF'. a4 MTL. DRIP EDGE J 2x4 OR 6 FASCIA PER ELEVATIONS VENTED A M. SOFFIT StIFFSAC t ALL UPRIGHTS OVER '-10" HIGH (SEE SEALED G. FOR SIZE 4 CONDItlO 0.55. SHEATHING OR J" CO PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 1/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV P METAL LATH ON FORTIFIBER JUMBOTEX GRADE V' PAPER OVER TYVEK 5UILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED (SEE DETAIL -I/WA2 SECURE GA51-E TO 2x6 P.T. PLATE W/ 126'R 8" OZ. MAX SECURE 2x6 PT. PLATE TO 5L / '4"x9' ANCHOR BOLT W/ 2" W ER SET IN SIMPSON HIGH ST NGTH EPDXY _7" EMSEp. MIN 32' Or, THICK, 3 GO PORTLAND CEMENT FL46TER APPLIED Q DIREC Y TO MASONRY z Q -- ORY GABLE VAULT CLG. LO C K WALL SCALE: 3/4" =1' -I»" m 3N wo �Q Ye 0 wo n� 0 2X6 P.T. SECURED TO MASONRY w/ 1/2'x9" A.B. w/ 2' MIA. WASHERS, 7' MIN. EMBEDMENT WITHIN 8" OF EA END, 32' O.G. MAX IN FIELD. 0 1'8 2' DECK SCREWS ® 6'-S' O.G. MAX a EDGES i 12' O.C. MAX IN FIELD. UNtHREApEp 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T<G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 2x4 BLOCKING 5ETWEEN TRUSSES WHERE "X' 5RACING IS PRESENT PRE-ENG GA5LE TRUSS CONT. 2x4/RESECURED /(2)12d'a 0USSTO 5E INMID. INTOF TRUSS 10'- " O.G.MAX.SEE ENEFORMS FORINSULATIUESGYPSOR }" HIGHSTRENGTARD 2x AILER x4 a 24" O.C. a INTERIOR KNEE WALL CONC. FILLED LINTEL 5LK W/ (1) �► "5 RESAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) *5 RE5AR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS m 16" O.C. " CMU I " GYP. WL. 5D. NOTE: PER F5CR R905.1.1 - FOR ROOF SLO 5 2-12 TO LESS THAN 4:12, A (2) LAYER UNDERLA ENT SYSTEM 15 REQUIRED. FOR ROOF SLOPE F 4:12 OR GREATER, (1) LAYER UNDERLAYME 15 PERMITTED BUT MUST BE PER ASTM D226 TY II, A5TM D 4869 TYPE IV, OR ASTM D 615-t CONC. POURED LINTEL COURSE IX4 SYP LATERAL RE-MFORCING 36" O.G. MAX a TRUSS 5TM. CHORD, SECURE W/(3) 10d NAILS a EA. TRUSS CHORD GABLE END BRACING SCALE: 1/2"= I'-0" `08 RING SHANK GUN NAILS 0 6" 0t. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (0S29. TO E E STRUCTURAL GRADE) 1441 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 moo U w 0 F A F A F h aUBDrv. T: CREEKSIDE LOT 94EC PROJT# 04321.000 094R1 moDrfu 4EBB "1828—CALI" GARAGE i9WMG: RIGHT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP C ARCHITECT: STATE OF FLORIDA A. ABOI"MCHACRA NO 93723 DATE`. 06/01/18 SCALE: 1/4"=1'-0" SHEB.T �2 I5ERGLAS5 SHINGLES VER 030 FELT PAPER I STALLED PER FBCR 2x4 BLOCKING BE N R905.LI ON J' O.5.B. TRUSSES At FIRST l FI RGLASS SHINGLES OVER PROVIpE SAVE SH ATHING OR 4' CDX BAYS 4'-0' O.C. (A 030 FELT PAPER (OR BAFFLE OVER THE TOP P YWOOD SECURED FIRE LASS SHINGLES OVER SHEATHING SEAMS APP OVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER EMBED. STRA *30 LT PAPER INSTALLED ° O. CLEAR VENTILATION SCHEDULE VERIFY W/ T 55 PE FBCR RR905.1.1 ON a, FL COD SECURED P R PER FBEG R402.2.3 PRE- NG WD. TRUSS PLAN O.S.B. EATHING OR J" CDX F STENER SCHEDULE 24" O.C. MAX. PLY OD SECURED PER PRE-ENG TRUSS X.- SHEATHING SYSTEM F TENER SCHEDULE (INSTALLED PER MANUF. MTL. RIP EDGE SEE ENERGY GODS R 1S MTL. p IP EDGE TYP. PRE-ENG D. TRUSS TL. DRIP EDGE �� SEE ENERGY COD FOR"f5 SPECS..) OR WOOD SHEATHING FOR INSULATION R ALUES 2X4 OR 2X6 ASGIA"' 24" O.G. X. 2x4 OR x6 SUB -BAND FOR INSULATION -VALUES. 2X4 OR 2 FASCIA 5/8" GYPSUM Bo OR I/2° PER ELEV LIONS PI= ELEVATIONS 1" GYPSUM 50 OR 2 WRB LAYER 01, PER EL VATIONS HIGH STRENGTH LG. BOARD CONT. 2x4 RAT N SECURED HIGH STRENGT CLG- STUCCO WRAP DOUBLE TOP P ATE VENTED ALUM. S It W/ (2)12d'e o GH TRUSS VENTED UM. SOFFIT BOARD ;: w� LAYER, FORtIFIBER VENTED ALUM. OFFIt o i �. WINDOW HEAD R 812E VARIES I/2" CDX oR i/16" SB SEE ENERGY ODE FORMS FOR ,. ` BUILDING PAPER METAL LATH o.H- PER WINDOW PENING SEE SECURE to WALL P R INSULATION -VALUES * I, 000 UPLIFT SIMP5ON I ti, I... FASTEN TO WOOD STRUCTURAL HEADER SP N CHART FOR FASTENER SCHEDUL 5/8 GYPS BOARD OR ONNEGTOR SP2 E MEMBER • 7' OG. MAX I/2" GpX OR �/16" SB DETAILS ON SHEET D I/2 HIGH RENGtH CLG. 2 SYP "2 2X6 STU ' `' FINISTEXTURED SECURE t0 WALL R FASTENER SCHEDu WINDOW A AGHMENt AS PER OR 7/16' ZIP BOARD DOUBL TOP PLATE D TOP WOOO TYPEJOINT ON SHEET p MANUFA URES SPECIFICATIONS SHEATHING SYSTEM (INSTALLED PER WINDO HEADER SIZE VARIES PLA E IYOGOCOL OR 1/16" ZI WINDOW ILL MANUF. SPECS.) PER NDOW OPENING SEE CONNECTION SEE DETAIL SHEATHING SYSTEM 2x6 St pS a 16 O.G. MAX W/ HEA ER SPAN CHART FOR ZIP SH THING 15/DI (INSTALLED PER INSUL. SEE ENERGY CODE DEt ILS SYST5M NSTALLI=D RY WALL b' METAL LATH STRIP MANUF. SPECS.) Fo FOR INSULATION WI OW ATTACHMENT AS PER PER MAN SPECS.) DIA ANCHOR BOLT e' WIDE STRIP SELF ADHESIVE FLASHING, GLEAN -1/8' THICK, 3 COAT V UE5 -1/5" THICK 3 COAL NUFACTURES SPECIFICATIONS OR AT 16" O.C. MAX WITH -?" r MASONRY BEFORE APPLYING CEMENT PLASTER t G SUBFLOOR GLUED AND CEMENT PLASTER INDOW SILL WALL EMBEDMENT AND 2" \\�� "' °`' APPLIED t0 METAL REWED AS PER FASTENER APPLIED TO METAL 2x6 STUDS • 16" O.C. MAX W/ SHEATHING DIA. WASHER F N SHTEXTUE• MASONRY LATH OVER 2 LAYERS REDUCE ON SHEET p2 LATH OVER 2 LAYERS INSUL., SEE ENERGY GODS 8' CMu OF GRADE "D" OF GRADE "D' FORMS FOR INSULATION 2x6 SYP *2 SP1 (BUILDING PAPER OR BUILDING PAPER OR R-VALUES WOOD STUDS aaIMP. 2X EA. 2X8 PAPER BACKED LATH PAPER BACKED LATH $ t t G sUBFLOOR GLUED AND AT 12" O.G. MAX STUD VERTICAL CONTROL OVER AN APPROVED HOUSE WRAP A V OVER AN PPRO Ep HOUSE WRAP SCREWED AS PER FASTENER BETWEEN DISSIMILAR SCHEDULE ON SHEET D2 2x6 P.T. 5YP *2 I O SOLE PLATE (1) COURSE TIE -BEAM ATERIALS +-- .„ POURED SOLID WITH �¶ `-II- 5CALE: N.T.S. `�/� DETAIL iB/WA2 PRE-ENG FLOOR TRUSS z CONCRETE. (1) 05 (INSTALL PER MFG. SPECS.) Sol'iB/WA2 Z REBAR HORIZONTALLY CONC. FILLED LINTEL BLK. W/ (1) S REBAR j" GYPSUM BOARD OR }" HIGH STRENGTH GLG. BOARD DETAIL O � >L (L O WEEP SCREED PER ASTM 926-G k 1063-G o PRECAST LINTEL " T t G SUBFLOOR GLUED ND SCREWED AS PER CONTINUOUS Ix2 NAILERIDRAFt Stop PRE-ENG FLOOR TRUSS (INSTALL PER MFGx. SPECS.) � Ul (SEE DETAIL 2/D3 WINDOW ATTACHMENT AS FA ENER SCHEDULE ON SHEET D2 W PER MANUFACTURES GYPSUM BOARD OR }" z SIFE ENERGY GODS FOR`'IS HIGH STRENGTH CLG. BOARD 1u U w _ SPECIFICATIONS FASTEN 2X4 BBON CMU) W/ (5) 12d N 5 FOR INSULATION R-vALUES IX2 NAILER/pRAFT STOP W Q PRECAST SILL PRECAST LINTEL CONC. FILLED LINTEL BLK W/ v z — *5 REBAR � 16 C.C. MAX, IN PRE -EN OR 55 WI OW ATTACHMENT AS PER (1) 05 REBAR CONTINUOUS z ul CONCRETE (INSTALL EC MA FACTURES SPECIFICATIONS EE ENERGY CODE FORMS ff z POURED C L, 2 P.T. I=URRING STRIPS 5/8' THICK 3 GOAL P� AST CONCRETE SILL R INSULATION R-VALUES Q VERIFY F 16" O.G. CONC. F I EL BLK WJ PORTLAND CEMENT IL F_ PLAN. (1 B CONTINUOUS PLASTER APPLIED CAST LINTELL. n 8" Mu DIRECTLY t0 (U "5 BAR VERTICALLY WIND ATTACHMENT AS PER z R-4.1 1/2 YP. WL. BD. IB B O N MASOIR W/ CON POURED CELL 5/W THICK, 3 CAT MANUF CTURES SPECIFICATIONS O Q u N IN LATION (1) *4 NTINUOUS REBAR FASTENING DET Ix2 P.T. FU RING STRIPS IN " O.G. PORTLAND MENt PRE-C T CONCRETE SILL SE (� 6 PLASTER LIED WOOD SCALE: 3/4" =1'-0" 8" GMU DI tLY t0 (U "5 RE8 R VERTICALLY Q (Q *4 REBA 48' LONG I/21GYP. WL. P. ASONRY W/ GONG. P RED CELL z1. 4 W/6 ° HOOK 24" O.C., WOOD BASE Ix2 P.T. FURR G _ Z MIN. 24" IN 5 B STRIPS m 24" C. Q ROOF rRU66 UPLIFT 8"CMU Q 2 -0(MIN. GONNEctoR NOT &40FOR 1/2" GYP. WL. Bp. SLA ) INpis sum�� WOOD 545E Aa a I W LL a a ° WIAXWI.40 WWM ON -MIL a ExreRIOR WALL j I a' C TIO N — 4_11 o POLY ETHYLENE V FOR SUEATWINU (SEE NorES) FASTEN EACH STUD — 2 STORY 2 —STORY .�a� ; � RETARDER ON O O D WELL -COMPACTED CL AN TO DBL. LOP PLATE W/ USP SPt24 NAIL PE M Ur. SPECS. R APl PE WALL • WALL FRAME TO > ,�° �" FILL TERMITE TREATME T SECTION SECTION B LOCK WALL n ® 21_0� SHALL BE BOR CONTINUO (3)5 REBAR coNTlNuo SECTION AT TOP OF EXTERIOR WALL SCALE: 3/4 -1 -0 - „- SCALE: 3/4 -I -0 ON CHAIRS � J SCALE: NTS FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS FI5ER4LA55 SHINGLES OVER 030 FELL PAPER VER #30 FELL PAPER ALLEp PER FBCR PRE-ENG GABLE TR.155 NOTE: XTERIOR WALL SCUDS A PLACE STRAPS SPACED INSTALLED PER FBCR gpE gTIFFBAGK (SEE SEALp TRUSS RR9 ION �" O.SB. SPF STIF:BACK (SEE SEALD TRUSS DIAGONA ACE ® WALL SHEATHING SHOWAND FASTENED AS WITH E RReO5.1.1 ON J" O.S.B. EKG, PACK FOR SITE t CONNECTION) ENG. PACK FOR SIZE t CONNECTION) CENT OF TRUSS ADDDDITIOONAL S AT SHEATHING OR }" CDX 2x4 SPF BLOCKING BETWEEN SHEATHII }" CDX 2x4 SPF BLOCKING BETWEEN S OR HIGHEST FASTEN STUD O 6LOCK WALL EA04 WINDOW STUD WITH USP MST STRAP WITH PLYWOOD SECURED TRUSSES AT FIRST (5) BATS 4'-0' PLYWOOD S Ep TRUSSES AT FIRST (5) BAYS 4'-0" IDLE. DIAGONAL FASTENERS ASS INSTALL PER FASTENER O.C, (AT SHEATHING SEAMS) PER FAStE 6GHEDULE O.G. (At SHEATHING SEAMS) BRACE t0 BE m ANY � � SCRAP • EA. E SPACE STRAPS uw.o/ 4 (I 0d COMMON NAILS OWS. ' SCHEDULE NOTE: SPAN 15 -0 OR r�iPu c� t TUD (0.148 DIA X 1 1/2" 32 J DRIP EDGE DIAGONAL BRACE MTL. DRIP EDGE 2X4 OR 2X6 FASCIA GREATER REFER t0 TRUSS ENG. FOR -110 MPH 'B'. -I&0 MPH 'C': 32' O.C. STRAPS INSTALLED 32 oPRIE - G WD. t 2 CENTER OF TRUSS SPAN OR PER ELEVATIONS F' 2 ADDITIONAL -I50 MPH 'B': 48' O.G. OVER WALL SI-4EAtHINCs O.G. MAX HIGHEST RIDGE. DIAGONAL SECURED W/ (3) 12d. HORIZONTAL TRUSS -140 MPH Cl 48' O.C. TOP C7F STUD L 2X4 OR 2X6 FASCIA BRACE TO BE 0 ANY SPAN NAILS REINFORCEMENT. _ SOLE PLAN PER ELEVATIONS 15'-0" OR GREATER. REFER FILL ALL REMAINING STRAP SECURED W/ (3) 12d SECURE 70 TO TRUSS ENG. FOR SEE FASTENER SECURE TO 10 0'-0' t0 30'-0" CU HOLES W/ IOd NAILS INTO NAILS TRUSS W/ 7ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS WJ X-BRACE WOOD SACKING 1/2' COX OR 1/16" 055 (2) 12d TRUSS REINFORCEMENT. P2 FOR SHEATHING (2) 12d 30'-1" TO 60'-0" (3) DO NOT PLACE SCREW IN SECURE TO WALL PER NAILS 0'-0" t0 30'-0" (l) FASTENER PATTERN COXURE OR W/16" 085 NA X-BRACE (1) X-BRACE a CENTER AND (2) top aF MASONRY WALL - TOP Or GMIOI ENEIBLOCREST TO TOP WALL FASTENER SCHEDULE ON SHEET D2 X-BRACE SE SECURE t0 WALL PER -R BRACE DIVIDED Goru�tect BOTTOM of OR 1/16' ZIP SHEATHING 30'-1" t0 60'-0" (3) FASTENER SCHEDULE EQUALY FROM CENTER = STRAP To CMU BLOCK WALL SYSTEM (INSTALLED PER X-BRACE (U X-BRACE ON SHEET D2 TO END W/ CT) 3/16' DIA X 1-1/4' 1 MANUF. SPECS.) a CENTER AND (2) R 7/16" ZIP SHEATHING CMU ELOCK WALL rAPGON MAsoNRY WS WEEP SCREED, SEE GONt. 2x4 SPF RAT RUN SECURED BRACE plvlpED W/ EQUALY FROM CENTER SYSTEM (INSTALLED PER MANUF. SPECS.) CONT. 2x4 SPF RAT RUN SECURED 2—STORY J DETAIL 75, SHEET WA2 (2) 12d's • EACH TRUSS t0 END 2X4 WJ 3/8" X 5 LAG (2) 12d'a a EACH TRUSS �� ABLE D 2X6 P.T. SECURE W/ (2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ GABLE 632" O.C. MAX. SIMPSON MST 4 a (2) 2x4 02 S.Y.P. DIAGONAL BRACE (3) 12d's ® EACH TRUSS DIAGONAL W/ S I/2'X9" ANCHOR BOLT 32" O.G. MAX. (3) 12d's a EACH TRUSS DIAGONAL X-BRACING t0 COVER 5-TRUSSES X—BRACINGBRA � 32° C. MAX. p TOP X-BRACING TO COVER 5-TRUSSES 5/8' GYPSUM OR 1/2' HIGH XTERIOR STUD WALL CONNECTIO FIRST FLOOR MASONRY WALL NAIL GABLE 70 2X6 W/ 12d NAILS 6 O.G. wa, GYPSUM BOARD OR 1/2" gtRENCsTH CLG. BOARD HIGH "- " SCALE: 3/4 -I -0 PLATE 2 UD 16" OC, MAX, BOARD STRENGTH CLG. BOARD „_TO (:8) SCALE: 3/4 - ,� SCALE: Nt8 MAX. 1441 N. RONALD REAGAN 131 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w r7 U w 0 0. U w a F A I otmn V. ee LOT: CREEKSIDE LOT 94 PROJECT* 04321.000 094R1 MODEL: 4EBB "1828—CALI" GARAGE ®wMCk RIGHT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP C ARCHITECT: STATE OF FLORIDA `4 NO A. A AR NO 06/01/18 BCAILE: 1/4"=1'-0" 1