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Home My WebLink AboutBUILDING PLAN PAGE 1-16• 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 CONTRACT DOCUMENTS. IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN PTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN ,UP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF STRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN ERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION ED ON THE DRAWING SET, I 1 1� 0 0 028- 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 FILE COPY 3-CANNED BY St. �si� �'RI419 ST. IE'W E COUNTY BU E REVIEWED FOR COMPL CE F� REVIEWE DATE PLANS ANf3 EMIT MUS f EVKILPLLiLBE MA E dirt OR NO LNSPECTIO DESIGN CRITERIA: ABBREVIATIONS REVISIONS INDEX OF DRAWINGS - 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 Vasil=124 MPH • EXPOSURE — C • 1—STORY RESIDENCE — • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES AHV. A/C ADJ. ALT, AMP- BD. CL CAB. CLG. c NC. CPT. C.T. D. DBL. D.G. DIA. DIM. DISP. DP. DR. D.S. DTL. D.W. EA. EEQ.ryA EXH. EXT. F.G./FX . F.G. FIN. FLR. FLUOR. FR. DR. FIG. GA. GAR. GAR. DISP. G.F.I. GL. GYP. BD. H.H. H.C. HDR, HGT. OR HT INSUL. INT. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE BOARD CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH EQUAL�ON EXHAUST EXTERIOR FIXED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING GAUGE GARAGE GARBAGE DISPOSAL GROUND -FAULT CIRCUIT INTERRUPTER GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. M.C. M. MIN. MTD. Mm N.T.S. O.C. PL P B. PH. PIT. PLYWD. PR. P.T. R. RAD. R.A.G. REF. RM. R.O. S.D. S.H. SHT. SHTH. SHWRG SIM. SL SL. GL. STD, SWS SC TEMP. TES• THR. T.O.C. T.O.P. T.O.S. Tn'• U.N.O. V.P. W. W/ WD. WDW. W/H W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURED MINIMUM MOUNTED METAL NOT TO SCALE ON CENTER PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SMOKE DETECTOR SINGLE HUNG SHEEP SHEATHING SHOWER SIMILAR SLIDING SLIDING GLASS STANDARD SHEAR WALL, SECTION SOLID TEMPEREDED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON REV. DATE DESCRIPTION SHEET # DESCRIPTION -- 01 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 Cl—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 Ol 15 / / FBCR 5TH EDITION 20i4 CODE UPDATE __ 07 12 16 QUARTERLY REVISIONS -- Ol 15 16 2017 FBC UPDATE SQ.FT. CALC.'S LIVINGS 1828 so. r-T. GARAGE 430 SQ. r-T. ENTRY 16 SQ. FT. LANAI 88 $Q. Pt. TOTAL 2362 SQ. fit. A/C VOLUME 16086 5 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w CIO w U Is 0 yF W U W A F F: H stmEm ee LOT: CREEKSIDE LOT 55 PROJECT# 04321.000 055R1 acoa� 4EBB "1828—CALI" GARAGE OMMO: LEFT PAGE: COVER PAGE 160 MPH EXP C ARCHITECT - STATE OF FLORIDA 0 D �l 06/01/18 SCALE: 1/4"=1'-0" 8HEET i g 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 6TH - - -- COMPACT TO 95% MAXIMUM DRY DENSITY DETEWINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY I. ENGINEERED WOOD CONSTRUCTION GUIDE EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10. SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, 7. COMPACTION BY FLOODING OR JETTING ISSTRICTLY PROHIBITED. 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO. A. FLOOR LIVE LOADS R301.5 (PSF) Fb =1,100 PSI Fv =175 PSI E = 1,400,000 PSI I. SLEEPING ROOMS 30 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR'HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO; RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, IL ATTICS W/ STORAGE 20 HEADERS, AND POSTS. III. ATTICS W/OUT STORAGE 10 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0' BEYOND NEW FOOTING LINE. IV. POOLROOMS 75 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED V. BALCONIES AND DECKS 40 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. OTHERWISE). VI. STAIRS 40 VII. ALL OTHER ROOMS 40 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, LINO. CONTRACTOR IS TO VERIFY THE ELEVATION 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. OF THE F NISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING B. FLOOR DEAD LOADS R301.4 15 (PSF) JURISDIC rION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. C. ROOF LIVE LOADS R301.6 ** 12. SWIMMING2 POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. I. "*MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 6TH EDITION (2017) D. ROOF DEAD LOAD (PSF) CONCRETE 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6& R802.7. OF THE FBCR 6TH EDITION (2017). I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) 1. ALL CON RETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) IN BUILDIf GS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 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 CENTERAND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. E. WIND LOAD CRITERIA 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE I. BASIC WIND SPEED VULT=160 MPH, VASD=124 MPH STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE II. EXPOSURE CATEGORY G STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS III. WIND DIRECTIONALITY FACTOR (KD) 0.85 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/.". AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS z0.18 4. PROVIDE 61/o AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER, 10. FLOOR SHEATHING SHALL BE APA RATED'/" SUBFLOOR T & G'INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING V. RISK CATEGORY 11 WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED, F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 6TH EDITION (2017). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED. BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC: UNLESS SPECIFICALLY DETAILED. 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24 INCHES PER 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), 3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO, 26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3, RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING, 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/." 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. i 3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN INCH AND NOT MORE THAN 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 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 U240. 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 6Y 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. ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606.2.11. OF THE FBCR 6TH EDITION (2017). 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 6TH EDITION (2017). 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 9/<" PVC (SCHEDULE 40), INSULATED WITH''%" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. REINFORCING STEEL 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017). ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH EDITION (2017). 3. WELDED WIRE FABRIC SHALL BE 6" X 6' - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP EXTERIOR WALL COVERINGS SIDES AND ENDS A MINIMUM OF 120. LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 1, ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL EXTERIOR FINISHES SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: LIMITED TO: A CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _31, ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS B. CONCRETE EXPOSED TO EARTH OR WEATHER: 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS I. #5, W31 OR D31 AND SMALLER 2" PIPE PENETRATION DETAILS VENT PENETRATION DETAILS C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS I. #11 AND SMALLER 3/," CASING BEAD DETAILS - DRIP EDGE DETAILS D. BEAMS, COLUMNS: CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'/° WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE 4. SHALL BE INSTALLED PER ASTM-Cl 063-11AAND R703.7OF 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: EXTERIOR CEILINGS I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION 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 1/4" D. TRUSS PLATE INSTITUTE: TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 auanm ee LOT: CREEKSIDE LOT 55 PROJCCT# 04321.000 055R1 MODAL: 4EBB "1828-CALI" GAP.AGE a'p►1N'G: LEFT PAGE: GENERAL NOTES 160 MPH EXP C ARCHITECT - STATE OF FLORIDA DAB 06/01/18 aCALE: 1 /4"= V - O" aIMIET DOWEL LEGzZND ■ CONT. VERTICAL DOWEL TO LINTEL COURSE SECURE STRAP TO W/ (2) 08xl 1/4 A/C SHT MTL SCREWS UNIT [UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO CONG GONG. W/ (2)-3/16'X2" SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OvF=R HEAD w 12" FROM STRUCTURE 2�2" VTR 00 I\ KITCHEN 1 1/2 i� 1 \ SINK W/ 2' VTR ' 211 \ 1/2" AUTO VENT 1 1/2" IG \ 2°� 1 �_/ 11/2" \ 1 1/2' I 1 WG 1 2' I I/2 �r2LI I/2 LAY ( ' 3' I 1 A v � a 3„ i LAY I 2„ tUB 1 I 311 3" WC 211 211 SHWR 4 r--f 1/2' 31 3" WASHE4r� 7" PLUMBING RISER DIAGRAM a 4' CONC. SLAB ro v m TYP. EXtENo ENp OF PVC CHASE UP 12" ABOVE ,\ HP COND. GONG, PAD VA 1 \\ 24'X24'XI2' GONG. FAD 111/3-*5 BARS�� \ E.I.I.I. ON CHAIRS \\ MIN. 3" COVER \\ 4" PVC \\ ro 4' GONG., REINF. W/ 6'x6" *Im � CHASE\ WIM ON 6-MIL POLY ETHYLENE \\ — VAPOR BARRIER ON ■ \\ WELL -COMPACTED CLEAN \\ TERP IITE TREATEMENT SHALL BORA-CARE I \\ (LUC II \\\ (J x 40'-0" FIN. ELEV. SHWR PAN �\ FIN. CONC. SLAB I W/ENGL. an \ \ ■il L_ r — — 7 \\ I 1 \ \ �� _ ■ \\ 3' 2" Q TT ( WH\ 3 0 ■ BOLLARD AS REQ. PER BLDCs. CODE I TOLa LAIN ■ O c�a � 8 DI ■ 1 2'-a" 1\ >; 1/2" 3'-2" _-'1 1/2' I0'-0 211-4 SLAB 1 1/2' 15'-10" EXTEND SLAB 1 1/2' - 7 ■■ 4'-4" yy.11 4' I fl GONG. ■ w SLAB N 31/2" 10 EXTEND DI SLAB 11/2" I I■ 2X4 WALL 1 W IL�� II OPT.I I — SINK III REFI I II I ■ 11 Pvc CHASE FOR i=Li=C. (� 1 TO ISLAND 4" CONC.� I— SLAB i ■ I I 2X12 I ■ _ 2X6 WALLII'L�� WAL LAv. i f I I I I4P NI 1 0'-0' FIN. ELEv. FIN. CON.. SLAB 1 \.2V I L ----� FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE FE3CR &TH EDITION (201"I). 14'-0" ■ r 24'X24"XI2" CONC. PAD 111/3-"5 BARS E.I.I.I. ON CHAIRS MIN. 3' COVER 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 so U W h 4 W A F aysarlr. ae roT: CREEKSIDE LOT 55 PROJECT# 04321.000 055R1 MODEL& 4EBB "1828-CALI" GARAGE SITIMG: LEFT PAGE: FOUNDATION PLAN 160 MPH EXP C aAR� 06/01/18 BCAXM 1/4"=1'-0" ■HEFT ®[7 21, 25'-S° Is'-ol 14'-4" 1�'-0 jl; 2'-4 ■ DOWEL LEGEND ■ CONT. VERTICAL DOLUEL TO LINTEL COURSE 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 v O F 0. U Ell W A F Q F 9VHDIY. de LOT: CREEKSIDE LOT 55 PROJECT* 04321.000 055R1 MODEU 4EBB "1828—CALI" GARAGE STIMM LEFT PAGE: DOWEL PLAN 160 MPH EXP C DF'RINT -I A06/01/18 SCALE: 1/4"=1'-0" 8HEET I L- 3 L- 3 nL-4 44ftZTm4C*9lG79 LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 IT-4' 8F28-I5/IT L 2 4'-6" 8FI6-05/7 L 3 7'-6' 8FI6-15/IT L 4 11'-4' 8F16-15/IT L 5 9'-4' WI(P-15/IT L 6 7'-6' SF24-IBAT L 1 4'-6" 81q--6-05/IT RECESSED (2) 3062-814 L-1 EGRESS L— 3 LINTEL SCHEDULE NOTE: THE LINTELS MAY 5E SU56TITUTI=D UITN LINTELS FROM ANOTHER MANUFACTURER 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 1 AA #: 0003325 N r7 U W 0 F 4 U h W q F A F 13VBDIY. de LOT: CREEKSIDE LOT 55 PROJECT# 04321.000 055R1 �oaEr� 4EBB "1828-CALI" GARAGE 8WING; LEFT PAGE: LINTEL SCHEDULE 160 MPH EXP J ARCMTECT- STATE OF FLORIDA #I 06/01/18 1 SCALE: 1/4"=1"-0" 1 BHEET SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY TYPE LENGTH 8U8 8F8-OB 8F12-OB 8F16-OB 8F20-OB 8F24-OB 8F28-OB 8F32-OB 8F8-1 B 8F12-1 B 8F16-1 B 8F20-1 B 8F24-1 B 8F28-1 B 8F32-1 B 2'-10" (34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 T-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 1 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 1 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 1 4585 1255 2101 3396 5260 7134 8995 6890 7'-6" (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 1 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 1 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13'-4" (160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14' 0" (168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR R 160 300 570 5 870 1250 1660 70 2NR 24'-0" (2$8") PRESTRESSED NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS <AZT4ReM UPLIFT LATERAL LENGTH TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-1T 8F28-1T 8F32-1T 8U8 8F8 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 732-2T 2' 10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2D21 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 1 3171 3913 4658 5406 5' 4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 6-10" (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 1 1684 2192 2703 3216 3732 7'-6" (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4" (112") PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6" (126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11'-4" (136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 0" (144") PRECAST 607* 400 631 816 1001 1186E137212' 494 631 486 818 1209 1514 1799340 13'-4" (160") PRECAST 500* 340 532 686 841 997 398 573 409 682 1004 1367 1637302 14'-0" (168") PRECAST 458* 316 493 635 778 922 286 360 548 378 629 922 1254 1567 1816 14'-8" (176") PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 164" (184") PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17'-4" (208") PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 19'-4" (232") PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 11 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 1 343 418 493 568 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 40"64m" GRAVITY TYPE LENGTH 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-06 8RF30-OB 8RF6-1B 8RF10-16 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B 4'-4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5'-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 1497 2179 2618 3595 2875 8" PRECAST W/ 2" RECESS DOOR U-LINTELS c«W,4.m UPLIFT LATERAL TYPE LENGTH 8RF6-1T 8RF10-1T 8RF14-IT 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-1T 8RU6 8RF6 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 g32 932 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 4643 5453 5' 8" (68") PRECAST 924* 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5' 10" (70") PRECAST 896* 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6'-8" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 956 1468 1987 2509 3035 3563 7' 6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 2690 3157 9'-8" (116") PRECAST 533* 433 808 1123 1413 1704 1995 516 614 533 1 527 1009 1369 1728 2088 2450 TYPE DESIGNATION 8F16- t i NOMINAL WIDTH NOMINAL HEIGHT F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF #5 REBAR AT BOTTOM OF LINTEL CAVITY 1 B/1 T L QUANTITY OF #5 REBAR AT TOP 'REDUCE VALUE BY lb% FOR GRADE 40 FIELD REBAR d L r U Q W = f '. a Y N in z O ` z 7-5/8"ACTUAL 8" NOMINAL WIDTH — #5 REBAR AT TOP MIN. (1) REQ'D 1-1/2" CLEAR GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE LOAD TABLE NOTES MATERIALS GENERAL NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled 1. f'c precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. lintels must be reduced by 20% if bearing length is less than 6-1/2". 2. fc prestressed lintels = 6000 psi. 2. Shore filled lintels as required. Safe loads for all recessed lintels based on 8" nominal bearing. 3. fc 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 1-/360 vertical deflection, except lintels 17'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8" meet or exceed L/180. addional reinforced masonry above the recast lintel. Y p 6. Prestressing strand per ASTM A416 grade 7 l b b d field fi Bo ttom ottom eadded rear to e located at the bottom of the lintel cavity. h d ti i t 7/32" dia meter ameer wire stirrups are welded to the oom steel mechanical anchorage. tom h l i h l f bot 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 270 low relaxation. 7. 7132 wire per ASTM A510. 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 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 Bt LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com L AA #: 0003325 F w W U W 0 0. A E a OtmDTV. CREEKSIDE LOT 55 PIMOJMCT# 04321.000 055R1 MODIMA 4EBB "1828-CALI" GAI AG& OWING: LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP C 06/01/18 SICALE: 1 /4"=1' — 0" BREET FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FIN15HE5 SHALL 5E IN ACCORDANCE WITH SECTION NBC R302.9.1 THROUGH F5C R302.9.4 FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOIR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5 CMMENI NO CLADONG WIN) LOADS BAW VW EVOIRIRE FOR 3 SEOON) OUSTS OPENNGS SOUARE ZONE 160 MPH NO (NO R NAW NO TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWINCs 21 5 32/-42 DR MIN. CRITERIA S.Ca.D. MIN. -12 5 30/-3"1 CRITERIA 80-10 O.H.D. 56 5 30/-38 16070 O.H.P. 112 5 29/-35 SOFFIT N/A 5 31.6/-38.8 -6829/ IF ROOF TILE N/A 3 -58.29 APPLICA5LE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" HAVE BEEN MODIFIED PER FBCR R301.2.1 EPRESSURES ET TESTED ALLOWABLE OR NOMINAL WIND LOAD LUES FROM THE PRODUCT MANUFACTURER. !AILS .1181 a 1 ! k F R a k p i 3 0" 0 r. 464 1 . P I 1 ��' GABLE ROOFS 100 ¢ 0 5 460 GABLE ROOFS 0<_10" Fla S I: I. foot = 304,8 in. n, I degru. 0,0175 rad, Note: a - 4, fee' in all cases. I 0. I 1 t v Ip I is yk I 44 10"0s30* ME HIP ROOFS t0@C0-S300 FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES 39' -8" I. 28'-5" II'-011 , -4" HP (2) 3052-SH .. o FLOOR PLAN 'b' - 4' (2) 3052-SW DW 4" 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. -47HER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS TWAN 1 3/S" (35 MM) IN THICKNESS, SOLID ORHONEYCOM5-CORE STEEL DOORS NOT LI=85 THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. v IEXTERIOR M45ONRZY WALL 51l HEIGHTS 1■1■■■■■1111m SQ.FT. 4" 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. -47HER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS TWAN 1 3/S" (35 MM) IN THICKNESS, SOLID ORHONEYCOM5-CORE STEEL DOORS NOT LI=85 THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. v IEXTERIOR M45ONRZY WALL 51l HEIGHTS 1■1■■■■■1111m SQ.FT. CALC.'S LIVING 1828 SQ. FT. GARAGE 430 SQ. Ft. ENTRY 16 50. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 16086.5 A BAR DETAIL SCALE: 6 DIM. vA�IES >=n cn O VANITY 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, U y W A F a L" QUBDIVi a LVT: CREEKSIDE LOT 55 PROJzCT# 04321.000 055R1 MODEL: 4EBB "1828-CALI" G'AR 40111 91YMG: LEFT PAGE: FLOOR PLAN %16160 MPH EXP C ARCHITECT - STATE OF FLORIDA I A ABOl1CH NO 93723 06/01/18 DATE. SCALE: 1/4"=10-0" 8HEET I�6 8' -8' 5RCs HOT, . L 6'-8' 5RCs. OFF RIDGE VENT EAR ELEVATION TEXTURED FINISH I� OFF RIDGE VENT V- IS' -11" 13LDG. 1` 'FON LV12X24 OR EQUIVALENT EQ 8'-8" 5RCs, HGT. 8'-8" 51RG. HGI OPT. COACH - LIGHT 14 WA TYP. ;t CL r � 0'-0' FIN. PLR. 0'-0' FIN. PLR. RIGHT TEXTURED FINISH OFF RODE VENT �- - - ELEVATION OFF ICI® T ALE F ELE VAT I O N TEXTURED FINISH OFF RIDGE t W EQ. ICIICIICIICI �� I II II II I '' ICI ICI ICI ICI - 1 E Q. SHINGLE ROOF E Q. F7PON 5KTIIXI7 OR EQUIVALENT �.� - �IN ■■ Ell IN , , EQUIVALENT . ri - 4" NC III' II�_J �■ 01-01 N— FRONT ELEVATION TEXTURED FINISH NOTE: UJALL FENESTRATION FLASHING AS PER F5CR R103.4 -O° I J- 0'-0' FIN. FLR. . 0'-0' FIN. 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 = .4X 1176 IN UPPER PORTION OF ATTIC = 470.4 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 = 4.09 TOTAL# OF VENTS PROVIDED = 5 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEET OF SOFFIT REQUIRI 67.20 2II _/ry 2 J LOUVER. DETAIL H SCALE: 1/2" = I'-0° 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com AA #: 0003325 h W w 0 y A F A BTJHa=v. a LOT: CREEKSIDE LOT 55 PROJECTyJi 04321.000 055R1 MOaEU 4EBB "1828-CALI" GARAGE 81ING: LEFT PAGE: ELEVATIONS 11 T f) 160 MPH EXP C ARCHITECT= STATE OF FLORIDA N ROLAND A ABOUQHACRA AR NO 937 P Dang ATE:: 06 /01 /18 8CALE: 1/4"=1'-0" 5JI 5J3 Ix4 DIAS. 15-1-M. C440FRO IBRACING, rTr. lx4 57M. 0-40RD 13RACING 72' O.C. MAX, SECURED UJ/ (2) lod COMMON NAILS 0 EA CHORD INTERSECTION, IYF. B E ol IMmil MINIMUM igk19 31=011 /k 3, - 0 11 B, - oll IX4 DIACv. 5TM. CHORD 5RACINCs, TYf2. II II I II II II II II II II ii II I II II IIEJ711 II II ==�7 77�--- i� 22'X54" ATTIC ACCESS j- 3'-0" 1, 3'-0" 1, 2'-8" DECAL-20-\ A8G A7 Aro A5 A4 I'' 1 11 �wask"L AIA- -4 nor. I INS 1-011 \3 -01, \-GA5Lrz END 5RACINds SEE DTL. '4' SWEET 02 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 00 ti 4 Aq ct r r u 0. stmnrv. CREEKSIDE LOT 55 IPROZECT# 04321.000/055R1 molDZU 4EBB "1828-CALI" GAMAG311 BVrJNG: w SIDE 557 31 r LEFT AGM FRAMING PLAN 160 MPH EXP C DATS: 06/01/18 I BCA=: 1/4"=1'-0" MMIM 4D CONNECTOR SCHEDULE II CONTROL DATE: 01-05-17 MiTek USP SIMPSON MiTek USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 META-16 1450 (8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4" (8) IOd 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) 30d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4". (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" (2) HTA-20 2430 (2) HETA-20Ix 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 LGT-2 2150 BLK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d (7) - 1/4" x 2 1/4" TITEN, WOOD (16) 16d LUGT-2 2260 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 DHTA-20 2430 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+ 9960 HGT-3 + 10530 WOOD (8) i0d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R, IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LGT3-SDS2.5 3285 CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25 (12) SDS 1/4"0' TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL LUGT-3 3525 1510 PARALLELTO WALL 1471 PERPENDICULAR W WALL LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL (10) 10d x 11/2" (10) 10d x 1-1/2" LPTA MUGTIS 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 (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 a1260 MTS-12 1000 (14) 10d x 11/2", (14)10d (14)10d X 11/2" HTW 16 HTS-16 1150 (16) 10d X 11/2", (16)10d (16)10d X 11/2" HTS-20 1450 (24) 10d X 11/2", (20) 10d (24) 10d X 11/2" HTW 20 HTW 24 1530 HTS-24 1450 (24) 10d X 11/2", (20) 10d (24) 10d x 11/2" LSTA 12 ++ 930 LSTA-12 ++ 925 (10)10d (10)10d LSTA 18 ++ 1235 LSTA-18 ++ 1235 (14)30d (14)10d MSTA-18++ 1315 (14)10d (14)10d MSTA-18++ 1310 MSTA-24++ 1640 MSTA-24++ 1640 (18) 10d (18) 10d . MSTA-30 ++ 2050 (22)10d (22)10d MSTA-30 ++ 2065 h Q MSTA-36++ 2050 (26)10d (26)10d MSTA-36++ 2065 t; MSTI-36 3800 (36) 10d X 11/2" (36) lOd X 11/2" KSTI236 3890 MSTI-48 5065 (48) 10d X 11/2" (48)10d X 11/2" KTSI248 5140 H6 950 (16) 8d x 11/2", (16) 8d) (8) 8d TO PLATES, (8) 8d TO STUDS LFTA6 1210 SPT24 1030 SP4 885 (6) 10d TO STUDS (6)10d TO PLATE (6) 10d x 11/2" TO STUDS A34 515 IN @ 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. MP34 525 IN F1 @ 160% HCP2 645 (10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12) 10d X 11/2" HHCP2 800 RT16A MUGT15 & PHD4A MUGT15 & PHD4A 1380 4175 4175 H1DA VGT & HDU4 VGT:& HD7B 1140 4565 4940 (9)10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (18) 10d X 11/2" (16)-SDS 1/4"0" TO WOOD, (10)-SDS 1/4"x21/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY (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, (MIN. 7" EMBED) IN CONC., (12) 16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7 EMBED.) IN CONC., (12) 16d TO WOOD 16005 ABU 66Z 2300 12000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7' EMBED.) IN CONC., (12)16d TO WOOD PAU66 2380 O LTT19+++. LTT20B+++ HTT4 1340 1500 4235 (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., (10)30d x 1-1/2 TO WOOD (1) S/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 16d X 2 1/2" (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (8)10d TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONE., (10) 10d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONE., (26) 16d X 2 1/2" LTS19 +++ LTS20B +++ HTT45 1205 1100 4160 m Z HTTS 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY(MIN. 7" EMBED) IN CONC., (26) 16d X 2 1/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONE., (26) 16d X 2 1/2" HTT45 5005 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 W x 2W WOOD SCREWS PHD5A 6525 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTSTO WOOD (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD TDX8 7870 7130 MBHA 3.56/11.25 3475 5330 (1) 1/2"' J-BOLT W MIN 6" EMBED & NOT LESS THAN 4" FROM EDGE OF CONC W/ 3/4" DIA ITW RAMSET/REDHEAD DYNA BOLT SLEEVE ANCHOR 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 NFM35X12U 2580 2710(100%) HUSC412 (WOOD) 3635 2660(100%) (10) 16d TO HEADER, (10) 16d TO WOOD (10) 16d TO HEADER, (10) 16d TO WOOD HUS4121F 3060 3325(125%) 3265(125%) 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) SOd TO WOOD (18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10) 30d TO WOOD: 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: HD210-21F (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) lOd TO WOOD: HD210-31F (CMU) 1950 LGUM26-2 2125 6065 LGUM26-2-SD 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. en +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE S", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" uj F- A.T.R. = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) 't 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/ HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 2015-2016. SOFFIT SHALL COMPLY WITH FBC R703.1.2.1 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MITEK-USP OR EQUAL, U.N.O. _ 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * FOR OPEN WEB TRUSSES -TRUSS TO MASONRY/CONCRETE SHALL BE HTA16 (INCLUDING FLOOR TRUSSES). * FOR FLOOR JOISTS (1-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. TRUSSTO 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 @ i EA. END. CUT PITCH & BEVELTO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 7. EXTEND AND ATTACH WALLSHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. 8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 2017 `BC RESIDENTIAL -SECTION R302.12. 9. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS. l HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x S x 10 x 12 UP TO 51-4" 5'-4" TO 'I'-0" 1'-0' TO 10'-0' 10'-0' AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DBL 2 DBL 2 DBL 2 DBL 2 x 6 x S x 10 x 12 UP TO 5'-0' 5'-0" TO ro'-4' &'-4" TO W-0" 6-0' AND OVER MINIMUM WALL AND HEADER STUD REt4'-Il IREMENTS MAXIMUM 1-41=ADER SPAN lFtUP TO 5'-0' TO S'-0" U.N.O. 1/2" - II 1/2 AND UP NUMBER OF HEADER STUDS SUPPORTING END OF HEADER I 2 3 NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 2 3 2 x 12 CI'2 SYP) �/16" OSB NAIL (3) 12d 6 6"-S" OC TYP. 2x12 BM. f HDR. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.a bdesigngrou p.com AA #: 0003325 E W W P V w O A h A 19=13DIV. dE LOT; CREEKSIDE LOT 55 PROJECT* 04321.000 055R1 WODEia 4EBB "1828-CALI" GARAGE ST#MG: LEFT PAGE: CONNECTOR SCHEDULE 160 MPH EXP C ,I;-asaa+a-a- DATEs 06/01/18 BICALEc 1/4"=1"-0" 4.1 ELECTRICAL LEGENO SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SINGLE POLE 110V OUTLET wv OUTLET 11 OF OUTLET WIRED TO SWITCH IGFI I 110V OUTLET I RESISTS R YPE) I 220V ouTLET 1(4) ww= ca0aECTION I GFI I OUTLET 11ATE'i`®O°FI MTEGROLND RW1lPiEP RT SWITGI-4 BWITC44 I 3-WAY OPM *4 SWIT04 4-WAY OPER i� WALL MOUNTED I� LIGHT CEILING LIGHT VP VAPOR PROOF l0/l LIGHT RECESSED CAN WALL SCONCE PIS -WIRED VENT. PAN I OF" PER SO. PT. VENT. PAN WILIC�"t I Ow PER SO. PT. .L m FIuvE I -CT` 76p MIT (OPEC's TO T ILDER) 'NVOIJN FLUOIGELIGH,T WRAP AROD T FLUOR -SCENT �= = = _ =( 14' PLUORESCENt I I ® I PANEL Ejjj6 1 METER Wt%,Z DETECTOR MATT. BACK-UP W/ 14ARMIRE WALL MOUNTED BATr, BACK-UP Ste• SMOKE DETECTOR W! 41ARDWIRE PENDANT LIGHT I NATURAL GAS fl/ OUTLET ,► '1ELEPI-0-e JACK ©i7 TV. I I TELEVISION JACK TO M SUPPOWEP N (� J-MOX ACCOWANCE Ub MOX MARKED AS Si FOR CEILING FAN/LIGNT(ACCORDANCE W/ SOX MARKED AS SUC14 FOR FLOOD L04T [° l I �PAAD�R'T' PD. PUS4-MUTTON FOR CHIMES use PORT LOCATION OF TV JACKS 4 PHONE OUTLETS 4 FANS TO 5E VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HA51TA5LE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 6TH EDITION (2011). 20 AMP DEDICATED LAUNDRY CIRCUIT. GF1 0 ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL 5AT14ROO`f EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI501.4 F5CR 6TH EDITION (2011). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL 5E NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FrCR 67H�D (2017)6tH�D (2017). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FFCR6THED(201-1). --------------------------- COACH LIGHT ELECTRICAL PLAN PANEL: 8/16 wp crt. breaker FEEDER: 3-#1 Cu THWN & 1-#6 W P Panel MAIN - A VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B 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 I I Circuit I Watts I 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 5304 A/C C.U.-1 35 2 #8 Space 7 8 PANEL: 42 crt. breaker FEEDER: 3-#1 Cu THWN & 1-#6 PANEL - A VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1-#6 Cu (G) in 1 1/2" C. Pole Bkr Description Watts Circuit Circuit 48000 Watts Description Bkr Pole Wire 1 20 Small Appliance 1500 3 Range 50 2 #6 1 20 Microwave / Hood GFI 1800 r 1 20 Small Appliance 1500 5 6 4500 Water Heater 25 2 #10 1 20 Refrigerator 1500 7 8 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 #12 1 20 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 1 #12 4 1 15 Foyer / Hall / Bed. #2 & #3/ Bath #2 AFCI 900 13 14 5000 Dryer GFI 30 2 #10 #14 1 15 Living Room, Lanai Lights AFCI 900 15 16 #14 1 15 Kitchen, Pantry, & Dining Lights & Rcpts AFCI 900 17 18 1500 Washer GFI 20 1 #12 #14 1 15 SD & C/O AFCI 900 19 20 1000 Garage Door Opener GFI 20 1 #12 #12 1 20 Laundry / Bed #4 / Den AFCI 1200 21 22 1200 Garage Lights and Receptacles GFI 20 1 #12 Space 23 24 900 Owner's Suite A FCI 15 1 #14 Space 25 26 900 Owner's Bathroom AFCI 15 1 #14 Space 27 28 900 Exterior Lights and Recept GFI 15 1 #14 Spaca 29 30 1000 Irrigation controls only 20 1 #12 31 32 Space Space 33 34 Space Space 35 36 Space Spaco 37 38 Space #8 2rSpaco A/C AHU-1 (Heater 5 KVA at 65% 5525 39 40 Space 41 42 Space Load subject to demand factor calculations / line 18000 27600 Load subject to demand factor calculations / line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43600 First 10000 watts at 100% 10000 Remaining watts at 40% 13440 Total A/C load 10829 LOAD CALCULATION IS BASED ON WC NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Amps (watts 1240 wits) 142.8 General Lighting & Receptacle Load Total A/C Square Feet 1828 General Us & Rec 3 W / Sq. Ft. 5484 HkHats 1 at 65W/Li ht at 100% 65 Total General Lights & Rec (Watts) 5549 Ckts# watts/ckt Total watts General Us & Rec Panel A 1 9 617 5549 Ia® Al IP ELEGTIRICAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 6TH EDITION (2011), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOT(=D OTHERWISE. POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2'' DIA SCHEDULE: 80 PVC CONDUIT OR PROVIDE: 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. PROVIDE 302/0 CU, THWN + 1% CU IN 2" CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MC5 TELEPHONE SERVICE ENTRANCE: EQUIPMENT INTERSYSTEM 50NDING TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL CAALE TELEVISION SERVICE ENTRANCE EQUIPMENT 104 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5Ci�6TH6TH EDITION (2011)(2011). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Cam. W W U G7 O F 4 U [�I A F Q h ntmDIV. al: LOT: CREEKSIDE LOT 55 PROZRCT# 04321.000 055R1 DdODEL: 4EBB "1828-CALI" GARAGE 9WING: LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP C D a 06/01/18 SCALE: 1 /4'"=1' — 0" SHEET OWNER'S SUITE 12XI2 12x12 10x& 120 GPM 10x6 1"15 CPM i 00 T510CPM (Do. BATH 10X6 75 GPM BDRM. #4/ DEN A 16 6 im LIVING ROOM 4'J 8x W.I.C. j 45 CFM 16 I GPM 8X4 L - - -�45 CFM I I I I FA LANAI DINING ROOM 10X6 120 GPM L 6'11 - - - I 10X6 120 CFM KITCHEN F- O O RA __—_ LL 12X16 I MA 1LOUVER PLANTATION 180-04 2'8' MAX AIR 1694.15 G II II 5' II l I2X8 4"—,/ I \I IOxb b e 'T5 GPM II 11 12XS j PASS I I� t® FOYER ENTRY > BDRM.#3 10X6 T5 CPM Ioxb rt5 GPM BDRM•#2 CALI EQUIPMENT SCI-EDULE 3 TONS MFG CARRIER G.U. 251 5C536A*30f A.44.U. PX4DN(5F)03TL WEAT 5KW SEER 15 SEER TOTAL CAP 34800 ELECTRIC 208/230/114P 5RKR C.U. 35 AA.U. 35 REP LINES 3/4' t 3/8' h W U W 0 4 q ti A 2 1 1 w l3VHDIV. de LOT: CREEKSIDE LOT 55 F 3MOJffiCT# 043321..�000 055R1 MODE i 4EBB deg "-118a/2�8—®®CyA�LII" G�AFLAGE R9 RMG-. LEFT PAGE: H VAC PLAN 160 MPH EXP C rPpnlrr 06/01/18 i9CALE: 1 /4"=1' - 0" w !V 9 REBAR VERTICALLY W/ CONC, Y Y q T FOUR CELL BTUDB OP — MAX SEE ENERGY CODE FORMS FOR M&1LAt10N R-VALUES 1'E ATO STUD W/ z TEXTURED FINISH THI 2800 PSI • 28 DAYS E Q S, G'MU ,,�t. P SLAB W/ i PLATE i0 SEAS W/ ma v < .PLATE TO SLAB W/ }' WASHER I' iv r IA' GYP. ILL. BD. LT W/ 2' WASHER "I' I' NC81 Im" �� /'- D. IPL • OC MAX NAIL . 32' O.C. MAX 6 x 6 - WL4NIIA WWM. WOOD BASE . MIN. s 32' OG MAX 0'-O' FIN° FLR a S7,4' B °•4 REBARNC. ReMFORGED W16'X6'°IALLWFORFISHON 4 REIf'F�ORCED W/ 6'X6' WIAXWL4 4' INFORCED W/ 6'X6' WAXWA ' CONC. REINFORCED W/ 6'X6' WIA)"IIL4 VAPOR RETARDER ON U111F pBERMEBH dN 6-MIL. VAPOR WJF OR FI RMESH ON 6-MIL VAPOR OR FIR ON WEE -C 6-MIL. VAPOR roRCOMPACTED CLEAN FILL. RET ON DELL -COMPACTED CLEAN t j RETARDER UJELL-COMPACTED CLEAN zER ON V.ELL-COMPACTED CLE TE TREATMENT TO BE FILL. TE TREATMENTTO TEE - FILLTERIM ATMENTTO BE - FILL. ITE TPPLIE A TY) BEw L -CARE APPLIED AT Fi3tvMRNG. -a, a BpIRA- APPLIED At FIR/"MIIVG. MOR4' 1'1q° !3'D REBAR ON IEDI AST FR.4MIN& q°_4° r25I� AGiAIRbFY1'MIN.w° z (2) 9 REBAR a4AIR8 REBAR ON CHAIRS I • • FOREGROUND 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING L W/ BLOCK WALL AT L, B. W. (W/ UPLIFT) AT L. B. W. AT L.B.W. (W/ NO- UPLIFT) nJ STAIR DETAIL NOT USED 1 SCALE. Im•r o' G SCALE, la =r o' F 2 u 6C1N E, iR'.r-o � SCALE: 1l2'=I'-0" SCALE: c w o 4' CONC, REIW. W/ 6'x6' WIAX1111,141) WUM ON 6-MIL POLY ETHYLENE VAPOR RETARDER CONC, RIEIINF W/ 6'xB' W.4XWI.4m U)1!'f L > 4" ON WELL -COMPACTED CLEAN FILL TERMITE\\IN ON 6-MIL POLY ETHYLENE VAPOR STUDS N' Or -MAX STUDS 16' O M O Ell TREATMENT SHALL BE BORA-CARE RETARDER ON WELL -COMPACTED CLEAN (1) 9 MBAR CN CHAIRS 4' FILL TERMITESEC TREATMENT SHALL BE URE momm O W/ SECURE BOTTOM O VAAD BECUIRE P. T PLATE AB W/ BORN-CARRE VARI M SIMPSON SP4 ' O SIMPBO 81-4 • , O WI N 3 MAX A THICKEN EDGE GARAGE STEP—UP HEIGHT OF GARAGE SECURE Er O W/ }'x%' HISI641T of GA RAC SECURE ET. o W/ }'x8 SCALE: IA'•I'-O' VARIES WITH SLOPE 2' R T' EMBED. VARES WITH ELOPE 2 R 7' EMBED. TO SLAB W/ IOd 5 NON -BEARING M1N . MA MIN . x MAx RY ' . 32' O.C. MAX • -m w 7 FOR EXPAN810N 'EPgXYFOR EXPANSION w w a w a w ww > > Q a. W1,401,40 AIWI'1 MIL Y 151 1 ENE V ARD4R ON -COMPACTED CLEAN > � - - .. FILL 1ERMITE 'tREATMFSit &TALL BE I . .. — °. - .. °�_CARE 6-MSREIrFORRK:ED W/ 6'X6'WL4XI" ' CONC. REINFORCED W/ 6'X6' WW WA CON- REINFORCED W/ 6'X6' WIAXWI.4 MT LIF COMPAF 4' AXIUTAO W IM ON F19EFI ESH ON 6-MIL VAPOR . .. OR NOERMEOH ON 6-MIL VAPOR W" R pBERMEBH ON 6-MIL. VAPOR FILL TREATMENT 70 -MI PO Y ET _VAPOR RETARDER z BETA R ON UFLL-COMPACTED CLEAN I-' FE ER ON WELL -COMPACTED CLEAN a }�T ER ON DELL-COMPACTEP CLEAN Z v IREAPPAT F> < A BE BOR LL TER TERMITE -a FIBORA- EAPPLIED ATTIO MRNG. L 2 C a' 4 a" FILL. ITE TREATMENT TO BE L 4 FILL ITE TREATMENT TO BE L (2) 9 ON CHAIRS z ARE m O' 4' SORA- APPLIED AT FRAMING. I'- BORA-CA APPLIED AT PRRAIMM (IJall 9 REBAR ON CHAIRS - !2) 9 REBAR AIRS (3) 9 REBA CHAIRS (2) 9 MBAR CHAR I-a z 4 4 q 3° MER m ° GARAGE STEP-UP 1-STORY FOOTING © RAGE STEP- GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W. AT FRONT PORCHES NON- BEARING 6 L.B.W. W UPLIFT 6 A 2-STORY L.B.W. W UPLIF 6 B L.B. W. W NO UPLIFT W/NO UPLIFT . EXTENDED STEP `E'' •r^o SCALE: 1/2'•I'-0' / SCALE: I� •I'-m' @EK�X�TENDED FOOTING STEMWALL TO of MIN 3 COUFTSES SCALE: GFRApE RECESS FOR SECURE P.T. BT. TO SL W/ v GAI'IAGE DOOR 1n xe Z. za EMBED. MIN. ' OC M (119 W/ CO MOM VERTICALLY N- rV 9 R MAR I Y 4) 'xe' WL4XWA® U)UM SECURE P.T. TE O W1 n POURED CELL WFL / CONC. CO -MIL PO ETHYLENE VAPOR IA'XS' Swim -1W/ G'AJ 8' cm zJ REl �RCF REI.L-COMPACTED . CLE F L TERMITE TREATMENT SHALL - 4' CONC,,, RINF. UV 8'�' W4T)"UTAO UWM ON . 32' A m O 4" a" B" 4' -GAR 6-MIL POLY ETHYLENE VAPOR RETARDER ON w F RL. N- 4 IIELL-COMPACTED CLEAN FILL TERMITE OTE, OPTIONAL USE OF •GARAGE V ° W/ 6'xi' WAJ"UI.N® UAIA'T f Q ��. CO✓CR:TE CURB • GAIRAGE �, O ETERIINED EY 2�- q�� REBAR ON CHAIRS TRREATMENT SHALL RE EORA-CARE ON -M Y ETHYLENE VAPOR BUI ELDER B DIVIEEi`1MINED BY STUCCO DIVISION. (V 9 MBAR ON CHAIRS ON HELL-CO'R•ACTED CLEAN 6TUCK'A STOP C CRETE PAD w ItE TREATMENT SHALL BE STOP IGH7 vAREB 9 1 GARAGE DOOR FOOTING INF. W/ 6'x6' WL4XUAA® WWM - m -CARE w ' 'I - > - ON 6 POLY ETHYLENE VAPOR �' ° w CU1RB FIEKhtT vARiEB w w P ! ER ON W_LL-COMPACTED CLEAN - w q F TERMITE TREATMENT SHALL BE Z .. ON CHAIRS _ r3) 9 Q z > z E r' -CARE L > z - ?= a° YARIEa , 0 4 a" 4' E `U ° ° ,. d' GONC. REINFORCED W/ 6'X6' WL4XW,4 6 I' RECESS FOR ' u ro a 'a OR FIBERIMESN ON 6-MIL VAPOR SOD. TRACK !2) 9 RE ON CHAIRS ' -L' % 0 d 4' CONC, REINFORCED W/ 6'X6' UAXWL4 = a RDER ON WELL -COMPACTED CLEAN FIN16H FLOOR W"F OR FIBEIRMESH ON 6-MIL VAPOR - w ew 9- •- • RLL ITE TREATMENT TO ME w ° a ° 4„ •` -"-: RETARDER ON "ELL -COMPACTED CLEAN ..� BORA- RE APPLIED AT F1iNMINCG° _ a : y m ° a. - FILL TERMITE TREAT('ENt TO BE — AGE STEP-UP 1EORA-CARE APPLIED AT FRAMING- K ii Z K 4' R -O" 4" 4 , a' 6 4 (3) 00 REDA ON C 4AIR6 2-STORY L.B.W. �Q 8: vv�vvv -n) � REBAR ON CFdAARB EXTENDED FOOTING ry o GARAGE STEP—UP 6 SCALE: Irz'.r_®� A°° �,�� y��-v��vvy �,v � i°�/v v ° ✓v�iv!i</ivi � �� 1—STORY L.B.W. W/ UPLIFT 1-STORY FOOTING 2-STORY FOOTING �w EXTENDED FOOTING E SLADIIn' CUM HE 8 AT GARAGE -o 6D � AT GARAGE SLAB AT S.G.D. 2 SHOWER RECESS FOOTER SCALE, 1/2'=I'-0" IRS V ri SCALE: 1/2'=1'-0' 10 SCALE, I'°1'-0' z- !U 9 IRESAR VERTICALLY W/ CCN- L RWUIRED DELL ON bCIL POLY ETHYLENE VAPOR WUM SEE ENERGY INSULATION R- - .'RETARDER ON WELL -COMPACTED CLEAN TEXTURED 1 TERMITE TREAYIfENt SHALL BE CARE 6' cMu z !2) 9 ON CHAIRS 1D' m LAB AT GARAGE GRwED BOND IWAM r VARIES R ELE V. SERVICE DOOR TOE H0 R1`�Iz'.CwAL"EB� 6 E= IR _ _0 Q'-0' FIN. RR REBAR W/ IS' HOOK TIE vERTIGAL TO HORZONT 4 GROUTED BOND SEAM _ ° ° REBAR W/ 101 STUCCO - CAULK AND REAL a VAREB PER ELEV. — ES PER ELEV. z w TOP a 4' CONO. REIFORCED wr 6'X6' NOT USED °° a _ z_ UAXWI,4 UWF OR FIRERMESH ON 1 GA8 LIIN@ z . e < 6-MIL VAPOR RTARDER ON i Ep BOND REAM POURED LINTEL CONT. l7YPJ C m o ;—atl `i�TmrAT�MEN7 to C FILL. I }' SLEEVE g�NOT USED FIRN`1 -CARE APPLIED AT 1WA&-ER 1olk8'CMU FILLED CELL (TYPJ FOR GAO LINE6' PVC CHASE THR! FOOTING a', a' a"4" !39 RE ON CHAIRS 2X WALL FRAMNG S' C-1U(4)K'XT'ANCHOR BOLTS o (4)YIXT' I/1' DRYWALL 0RY °J-BOLTS MIN. S' EMDEDMENT W/ 2'X)'XI/S'(2) 9 MBAR ON GHAIRB AND NUT SPACED EVENLY FROM FLOOR TO BOND BEAT. SET IN JOINTS WOOD SAS (3)) 9 REEAR ON CHAIRS e 2-STORY FOOTING PRIOR TO FILLING. (6LEEVED ANCHOR IN ° . SOLID POUR ACCEPTABLE RETROFIT) ,a 4 13 W BLOCK WALL EXT. /INT. FRAME WALL TO SCALE:In'.r-ra" 15 BLOCK WALL CONNECTION rFOUR Cl-=LL IRVERrICALLYW/CONG SCALE, I/1'.I'-®' . a. SEE ENERGY CODE FORME FOR a _ INSULATION R-VALUES ° S' cm Q CLZ INSPECTION ANOUT REQUIRED q CLEANOUT REOURED /� GAS LINE THRU BLOCK 1/2' GYP. WL led- z FOR INSPECTION 16 , z WOOD RARE 1, 7 NOT USED N a w 4' CONC. RRINF. W/ 61x6' W4mve U L M _ - -� ON 6-MIL POLY ETHYLENE VAPOR z r RE W TARDER ON WELL -COMPACTED CLEAN 0'-01 FIN. FLR FIN. 0'-01 FLR L .I ,., 'U KILL TERMITE tREAIV"t SHALL BE BORA-CARE TIE VERTICAL RESAR `a . ° a IE VERtICAL REBAR n !V 9 REBAR SET IN SIMPSON HIGH a < ° TO HORIZONTAL ° HORIZONTAL STRENGTH EPDXY 6' EMBED. MML a (. (2) 9 REEAR • I -STORY - ° < REEAR W/ 10' HOOK ° z 1 11 (3) 9 REBAR . 2-STORY z I . ° � w ° n OUTSIDE MBAR TO BE 1p 6' PVC CHASE THRU FOOLING 1.4.+� : r. CONTINUOUS 4' CON-, REINF. W/ e'xi' WL4XIIIAQ7 ° .. °�• �v ..r� (1) 9 VERT. DOIEL ° m 00 `� 0 ea . U)u'I ON 6-MIL POLY ETHYLENE " ° 'a :.. LAPPED W/ BOND BEAM - VAPOR RETARDER ON CORNERS !U 9 IREMAR AT I -STORY "ELL -COMPACTED CLEAN PILL ' , . ° . . W1 25' LAP MIN. m 8 4" 4" (2) 9 REBAR ON CHAIRS HORIZONTAL/VERTICAL tEIRMITE TREATMENT 6HE ALL R - I1-4111 2-STORY dORA-GAAE 2'-I" MIN. LAP (3)9111ESAR ort CHAIRS HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR Y" PIPE THROUGH /�� REINFORCING F BEARING CHANGE REBAR LAP AT FOOTING TYP. REBAR LAP 1-STORY FOOTING '-' SCALE, RA'.t^O OMITTED DOWELS �i�1 CORNERS D W BLOCK Wes— E: .rpm ALL EXTEgZIOR F'OOTE]RS AT FINISH SLA]B'S TO BE MIT-%T. 12" BELO-W` UNIDISTTJIZBEID SOIL CONTROL DATE: 07/01/15 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F .4 U W O F Q F A StmDrv. de LOT: CREEKSIDE LOT 55 PROJECT# 04321.000 055R1 MODEL: 4EBB GARAGE GARAGE OWING: LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP C DATE: 06/01/18 SCALE: 1/4$11'—C 18I1EET U F15ERGLA55 SHINGLE - OVER 1130 FELT PAFIM INSTALLED PER F5Cf RRtVBd.1 ON J' 0.62 SHEATHING OR I" CD; PLYWOOD SECUREI PER FASTENEf 5CHEDUL PRE-ENG TRU55 MTL DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EM5ED. STRAP VERIFY W/ TRUSS PLAN I%" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY 1- STORY D15ALE- LOC3 SEE ENERGY CODE FORMS FOR ySULATION R-VALUES GYPSUM 50ARD OR i" HIGH TRENGTH CLG. 50ARD ;ONG. FILLED LINTEL 5LK W/ (U 5 RE5AR CONTINUOUS 'RECAST LINTEL EE ENERGY CODE FORMS FOR ISULATION R-VALUES JINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1)05 RE5AR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS 0 16" O.C. 8" CMU 1/2" GYP. WL. 5D. WOOD SASE F15ERGsLAS6 SHINGLES OVER W30 FELT PAPER INSTALLED PER FSCR RR905.1.1 ON g 0.5.5. SHEATHINGS OR �" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDCxE 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"xS' A.B. w/ 2' DIA, WASHERS, 1' MIN. EM5EDMENT WITHIN 8" OF EA. END, 32' O.G. MAX IN FIELD. CONC. FILLED LINTEL 5LK W/ (U *5 RE5AR CONTINUOUS PRECAST LINTEL 5/8" THICK, 3 GOAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) S RE5AR VERTICALLY W/ CONC. POURED CELL 8" CMU H 1- STORY Q GABLE BLOCK' 2 WALL SCALE: 3/4" =1' -0" 2x4 5LOCKING BETWEEN TRUSSES At FIRST FIVE SAYS 4'-0" O.C. lAT' SHEATHING SEAMS) 5TIPP5ACK At ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) CONT. 2x4 RAT RUN SECURED W/ (2) 12d'S 0 EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/8" GYPSUM 50ARD OR 1/2" HIGH STRENGTH CLG. 5OARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS 'RE -CAST GONG. SILL Ix2 P.T. FURRING STRIPS m 24" O.G. 1/2' GYP. WL. 5D. WOOD BASE 2X4ae 2X4a SECURE TO BLOCK W/ fib' 2x4- SECURE TO BLOCK WNs' TAPCONS OR DRIVE RN SECURE TO BLOCK W/ VA' TAPCONS OR DRIVE PIN (MIN. SHANK 612E .146 TAPCONS OR DRIVE PIN (MIN. SHANK SIZE U45 MIN. HEAD SIZE 300 (MIN. 64AW 617E .146 MIN, HEAD 61ZE 3m0 MIN. EMBEDMENT I Y4') MIN. HEAD SIZE 300 MIN. EMDEDMENT I Y4') NOTE, STRUCTURAL 2X MUST BE 8' CMU WITHIN B' of EAGH END 4 18' OG. MAX 6PACMO. NOTE= STRUCTURAL 2X MUST BE MIN. I'E TBEPMENT 1 Y1) wRHM 8' OF EACH END • NOTE. STRUCTURAL 2X MUST BE WITHIN B' OP EACH END Y ON OUTSIDE Y SECURED J4' DRYUJALL ON OUTSIDE 4 SECURED THROUGH 18 O.C. MAX BPAGMG ON OUTSIDE 4 SECURED 18' O.C. MAX BPACINCx THIQCJGFi NON-STRUCTURAL' 17C4' OR I'X2' P.T. NAILER ZX64se SECUREt0 BLOCK UI/U-�U(�' NON-8TR11CTURAL VW TAPCON MIN. 1-Y4' EMBEDMENT INTO 2X6� THROUGH NON-STRUCTURAL Vw MIN. I-Y<' EMBEDMENT 2X6:� BA-1/4' TO BL[XZC tAPC4N MIN. 144' E fl9EDMENt INTO BLCr.AC Ix4 P.T. OR 9'i X4' MIN. TAPC.ONB OR DRIVE PIN BLpI-K SECURE t0 BLOCK INTO IBN INTO BLOCK WA-1/4' tAPCONB OR ❑ SECURE T4% FRAME 4 (MIN. SHANK SIZE .145 W/U-i(6' TAPC:ONS OR DRIVE PIN EXTEND 144' INTO BLOCK MIN. HEAD SIZE 300 CMU DRIVE PIN (MIN SHANK SIZE JO ' C'1U W/ 96' tAPCCXNB OR DRIVE MIN EMBEDMENT I Y1) : p L (MIN. SHANK SITE U45 'CMU MIN HEAD 61. 300 ' r4>- L PIN (MIN SHANK SIZE .146 MIN. HEAD SIZE 300 WITHIN 8' OF EACH END 4 IS, OG. MAX SPACING, 'X4' OR I'XZ' P.T. NAILER MIN. HEAD SIRE 900 MIN EMBEDMENT I Y1) WITHIN 8' OF EACH END 4 ' DRYWALL 'X4' OR DO' P.T. NAILER MIN EMISEPMETNT I Y4') WITHIN 8' OF EACH END 4 'X4' oR I'X2' P.t. NAILER IA' 2x8� ❑ IS' OG. MAX SPACING. ❑ MB' O.G. MAX SPACING.11 MIN. EMBEDMENT SECURE TO BLOCK WR-j(i' 74' O.80 X 4' MIN 2XSm Y&I OAS. X 4' MIN WITHIN B' of EACH END 4 18' OG. MAX SpAGING tAPGONB OR DRIVE PIN (MIN. SHANK SIZE .148 DOOR CASMCs 2X8m SECURE TO BLOCK W/2-'1(,,' DOOR CAGING SECURE TO BLOCK WA-1/4' tAPCONB OR DRIVE PIN CASINOS DOOR CASING DOOR JAMB OR WINDOW MIN HEAP SIZE 300 DOOR JAMB OR WINDC%U TAPCONS OR DRIVE PIN (MIN SHANK SIZE .146 DOOR JAMB OR WINDOW (MIN SHANK BITE .146 POOR JAMB OR WINDOW ATtAC.H t0 ZX PER MNL EMBEDMENT 1 41) W17HN 8' OF EAGH END 4 ATTACH TO 2X MIR MAIAPACIUR6 DETAILS. MIN HEAD SIZE 300 A'I'T'AC:H t0 ZX PER MIN HEAD SIZE 300 MIN EMBEDMkTiT 1 Y4 ATTACH TO 2X PER MANUFACTURES DETAILS. MANUFACTURES DETAILS. 10' O.C. MAX SPACING. MIN EMBEDMENT 149 WITHIN 8' On EACH END 4 MANUFACTURES DETAILS. EAC44 END AX 4 NOTE: SHIM AS NEEDED t0 PLU"TB NOTE: SHIM AS NEEDBP TO PLUMB NOT€+ SHIM AS NEEDED TO PLUMB (DO NOT EXCEED A') IB' O.G. MAX BPAGING. NOTE: SHIM AS NEEDED TO PLUM® JAMB (DO NOt EXCEED Y4'1 9I'' OG MTHIN SPAGRNG. JAN9 !DO NOT EXCEEDY<') JA"IB !DO NOT EXCEEDY4'1 DOOR JAMB TO BLOCK +9/4 OR +5/4 JAMS DOOR JAMB TO HTDCK +1-Ib/1�Q' DOOR JAND TO 3LOCK +5 %>� 1ID'IDOW TO BLOCK +3' DOOR JAMB TO BLOCK +3-7/18" ink WIIiDOW TO BLOCK +37/18" WINDOW TO BLOCK +3/4 OR +6/4 �W TO BIDCK +1-ib/l.S \\", A a 3/8 =1' O C+ '_ -0 , 3/S-'=1'-0' E, 2X4:a 2x4 SECURE TO BLOCK W/ V&' TAIK OR DRIVE PIN SECURE E TO BLOCK SECURE O BLOCK W/ W TAPCONS OR DRIVE PIN SECURE TO BLOCK w/')4' TAPCONS OR DRIVE PIN (MIN SHANK 617E .10 SPA t TAPCONS OR DRIVE PIN PI (MIN SHANK SIZE J4S (MIN SHANK SIZE .146 MIN HEAD 8177E 300 MIN EMBEDMENT 1 YV WITHIN INL SPA (MIN SHANK 817E .146 MIN HEAD SIZE 300 MIN HEAD SIZE 300 MIN EMBEDMENT I Y1) WITHIN MIN HEAD SIZE 300 MIN EMBEDMENT I Y1) WITHIN 8' OF EACH END 4 18' O:G. NOTE: STRUCTURAL ZX MUST MIN. EMBEDMENT 1 Y1) WITHIN 8' of EACH END 4 Nam, STRUCTURAL 2X MUST W OF EACH END 4 18' O.C. e' OF EACH END 4 IS' OG. NOTE: STRUCTURAL 2X MUST MAX SPAGI�k3. ZX6� BE ON OUTSIDE 4 SECURED 18' OG. MAX 6PACING. BE ON OUTSIDE 4 SECURED MAX SPACING. MAk SPACINCa BE ON OUTSIDE 4 SECURED SECURE TO BLOCK THROUGH NON-STRUCTURAL 2X6� THROUGH NON-STRUCTURAL ZX6,m SECURE TO BLOCK wa-%, 2X6� SECURE TO BLOCK W/)-')4' V*' TAPCON Cd4 NON-STRUCTURAL 144' ORAL EMBEDMENT AMON ITN O BLOC . SECURE TO BLOCK W/1-1/4' TAPCONSO VE PIN %' TBED�t ITN70 YBLOGK TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN � NTrINTO-YBLOGK DRIVE PIN (MIN SHANK BITE SIZE (MIN SHANK SIZE J45 (MIN SHANK 812E .146 .146 MIN HEAP 617E 300 MM. HEAD SIZE 300 MIN HEAD SIZE 300 MIN EMBEDMENT 149 MIN HEAD SIZE 300 MIN EMBEDMENT I Y1 J WITHIN MIN EMBEDMENT I Y49 8' CMU & DRYWALL MIN EMBEDMENT I V) 8' CMU WITHIN 8' OF EAGH END 4 g• C1.pU 8' OF EACH END 4 18' O.C. 8: GMU WITHIN B' OF EACH END I MAX BPAGINCs. ❑ I'X4' OR 1'x2' P.T. NAILER WITHIN 8' OF EACH END t 18O�MAX SPACING. )S• DRYWALL I'X4' OR I'X2' P.T. NAILER IB' O)±. MAX BPACMG. 1¢' DRYWALL MAX SPACING. 2XS� ❑ PX4D OIQ I'#' P.T. NAILER j ND 2X SECURE TO ❑ ' 2X8:m I'X4' OR I'X2' P.T. NAILER SECURE TO BLOCK wa-Vo OOR CA61NG SEC:UIE TO BLOCK 81'RUGTURAL hIEMDER WKZAZd WITHIN B' CP EAGH BECUUIRE TO BLOCK W/I-V4' PS. X 4' MIN ooR CASING BEGURE TO BLOCZC W/U-J1(4,' OOR CASING TAPCON6 OR DRIVE PIN W/2-%' TAPCONS OR END Y 6' t0 B' OG. MAX tAPC:ON6 OR bRIVE DIN TAPCONS OR DRIVE PIN (MIN SHANK SIZE DRIVE PIN (MIN SHANK SIZE .148 (MIN SHANK SITE .145 ttBL HEAD SIRE 300 DOOR JAMB OR WINDOW .148 MIN HEAD SIZE 300 DOOR JAMB OR WMDGW MIN. SH4V•9K 817E U46 MIN HEAD BITE 300 CASING DOOR JAMB OR WMPOW MIN HEAD 812E 30® MIN EMBEDMENT IY1) DOOR JAMB OR WINDOW MN. EMBEDMENT I Y4') WITHIN ATTACI4 TO 2X PER MANUFACTURES DETAILS. MIN EMBEDMENT I Y1) WITHI B' aF EACH END 1 18' OG. ATTACH 70 2X PER MANUFACTLLREB DETAILS. MM. EIMPMIT 1 Y4') TTACN TO 2X PER WITHIN 8' OF L•AC1 ENP 4 ATTACH TO 2X PER ANUFACTUIES DETAILS. 8' OF EACH END 4 IS' O.G. MAX SPACING. WITHIN 8' OF EACH ENfD / MANUFACTURES DETAILS. 18' oz. MAX SPACINCs, MAX SPACING. , SHIM AB NEEDED t0 PLUMB NOTE, SHIM AS NEEDED TO PLUMB b' O.G. MAX BPAGINCs. NOTE, SHAY AB NEEDED TO PLUMB NOTE, BRIM AS NEEDEA TO PLUMB JAMB (DO NOT EXCEED Y') JAMB (DO Not EXCEED Y41) JAMB (DO NOT Excmp )w JAMB (DO NOT EXCEEDYIJ B CMU , I'X4D OR1'XJ' P.T. NAILER ❑ N4 P.T. OR %'X4' MIN. SECURE THRU FRAME a EXTEND 1-Y1 INTO BLOCK W/ 46' TAPCONS OR DRIVE PIN ❑ (MIN SHANK SIZE .145 MIN. HEAD SIZE 300 MIN EMBEDMENT I-Y4' WITHIN 8' OF EACH END 4 IV OG. MAX SPACING DOOR CAGING POOR JAMB OR WINPOW ATTACH TO X PER MANUFACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Y4') DOOR JAMB TO BLOCK +3 4 OR +5 4 (1 WWDMW T BLOCK +9� / / 4 _ DOOR JAMB TO BIDCK +1-1/2" D00 7AlB TO BLOCK +2 ��} DOOR JAMB TO BLOCK +3" DOOR JAMB TO BT.00K +9 9/4' v B WBIDOW TO HIDCK +1-1 OW TO BLACK +2 1/4 F W TO B H WINDOW '- BLOCK +9 9 4" SCALE, 3/8'-1'-0' D SGAL , 3M'=I'-0' SCALE: SCALE: 3/8'=I'-0' FASTENER SCHEDULE zLL NAIL REQUIREM3=NT8 TOP CORD BLOCKING AT 4' i'7u ROOF DIAPHRAGM USE 1/16' O.S.B. OR 1/2, CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.C. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6" O.G. AT INTERS IEPIATE SUPPORTS, SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS • 4' O.G. SIZE HEAD I LENGTH I DIA. TENSILE STR 8d ROUNDJ"IODIFIED 11/8' A13 170000 OR T 10d ROUND,MODIFIED 21/8' J28 I-T0000 OR T O.C. MAX. IN FIRST 2 FRAMING NOTE: TYP. EXT. SHEATHINGS ATTACHMENT Q SPACES AT EACH END. FOR SHEAR 4 UPLIFT (O.S.5. TO BE STRUCTURAL RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE 5 ROOF SHEATHING NOT REQUIRED EXCEPT a OPENI SS EXTERIOR SHEATHING NOTE: NAILS TO 5E MFG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION USE 1/2' CDX OR 1/16' 065 PLY WITH 08 RING SHANK GUN NAILS AT 6' 10113 INCH NOMINAL SHANK DIAMETER O.C. At PANEL SIDES AND "8 RING SHANK GUN NAILS 4' O.C. TOP 4 2 RING DIAMETER OF 0pJ12 OVER SHANK DIAMETER �, BOTTOM PANEL AND "8 RING SHANK GUN NAILS AT 6' O.C. A7 1. INTERMEDIATE SUPPORTS OR 1/16' ZIP SHEATHING SYSTEM 3.16 TO 20 RINGS PER INCH ROOF5�4EATI4ING LAYOUT (INSTALLED PER MANUR SPECS). SEE DETAIL. 4. 0280 INCH FULL ROUND HEAD DIAMETER NOTE: -RING SHANK GUN NAILS SHALL BE PERMITTED AS AN 5.2 INCH NAIL LENGTHal — AND ENDUTALL 51RAC ING ACCEPT -ROOF DESIIGN PRESSURE BASED ON WORST CABLE FASTENER MOM ANY SE R BUILDING LENGTH TOR G,45LE ENP ERRI NG "5 RING SHANK GUN NAIL5 e 4" OG TOP s SOTTG'M ED) 1_5 • PISEf;eGLASS SHINGLES OVER "30 FELT PAPER INSTALLED PER F5CR RR905.1.1 ON J" O.S.B. SI IEATHINCs OR i" CDX PLYWOOD Or PER FASTENER SCHEDULE TO.k MTL. DRIP EDGE -1 � 2x4 OR 6 FASCIA PER ELEVATIONS VENTED A M. SOFFIT STIFFIBA t ALL UPRIGHTS OVER '-10° HIGH (SEE SEALED FOR SIZE 4 CONplt10 o.55. SHEATHINGS OR J" CD PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR 1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUP. SPECS.) -/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFI5ER JUM50TEX GRADE 'D' PAPER OVER TYVEK BUILDING, WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR '1/16" ZIP SHEATHING SY (INSTALLED PER MANUF. 5PECSSTEM) WEEP SCREED (SEE DETAIL -t/WA2 SECURE GABLE TO 2x6 P.t. PLATE W/ 12d's 8" O.C. MAX SECURE 2x6 PT. PLATE TO 5L / }11x8' ANCHOR 5OLT W/ 2" W ER SET IN SIMPSON HIGH ST NGTH EPDXY 7" EM5ED. MIN 32" OC MAX. THICK, 3 CO PORTLAND CEMENT PL TER APPLIED w 01REC Y TO MASONRY z I- ORY GABLE VAULT CLG. LO C K WALL SCALE: 3/4" =1' -0" W� j0 V% uc o� N S 2x6 P.T. SECURED TO MASONRY w/ 1/2'x9" A.B. w/ V DIA. WASHERS, 1' MIN. EMBEDMENT WITHIN 8" OF EA. END, 32' O.G. MAX IN FIELD. 0 M8 2' DECK SCREWS 0 6'-8' O.C. MAX a EDGES 4 12' O.G. MAX IN FIELD. UNT145SADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' T4G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 2x4 5LOCKINGs BETWEEN TRUSSES WHERE "X' 5RACINCs IS PRESENT PRE-ENG GA5LE TRUSS CONT. 2x4 RAT RUN SECURED / (2) 12d'e 6 EACH TRUSS TO 5E INSTALLED a MID. INT OF TRUSS SPAN, OR 10'- " OG MAX. SEE ENERGY CgVE FORMS FOR INSULATION R-)/ALUES 40ARD OR }" HIGH CLG. 50ARD 2x AILER x4 a 24" O.G. INTERIOR KNEE WALL GONG. FILLED LINTEL 5LK W/ (I) a "5 RE CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 RE5AR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS a 16" O.G. I VGU ' GMYP. WL. 5D. NOTE: PER 1=5CR R905.1.1 - 1=CR ROOF SLO S 2.12 TO LESS THAN 4:12, A (2) LAYER UNDERLA ENT SYSTEMDF IS REQUIRE. FOR ROOF SLOPE 4.12 OR GREATER, (1) LAYER UNDERLAYME IS PERMITTED BUT MUST 5E PER ASTM D226 TY 11, ASTM D 486S TYPE IV, OR ASTM D 615-t IX4 DIAGONAL 5TM. CHORD BRACING. SEE PLAN FOR LOCATION FIRE-ENG'D WOOD TRUSS (TYP) a 24" O.C. MAX SIMPSON 8 BETA-16 (TYP) VERIFY 7-W/ TRUSS PLAN CONIC, POURED LINTEL COURSE `'— IX4 SYP LATERAL RE-INFORCING 36" O.C. MAX a TRUSS BTM. CHORD, SECURE W/(3) 10d NAILS ® EA. TRUSS CHORD GABLE END BRACING SCALE: 1/2' = I'-0" 08 RING SHANK GUN NAILS • Co" Ot. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.SU3. TO BE STRUCTURAL GRADE) 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 lliiih AA #: 0003325 ti w w I. 0F Rh, r Enw A 64 A F 8U'HDiV. Aa LOT: CREEKSIDE LOT 55 P1iOJ'mcT# 04321.000 055R1 MODICU 4EBB "1828-CALI" GARAG& 8111MG: LEFT PAGE:: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP C DAB=: 06/01/18 IBCALM 1/4"=1'-0" 9IZIET ij2 i —OV 15ERGLA56 SHINGLES VER 030 FELT PAPER I STALLED PER F5CR 2x4 5LOCKINCs 5E N R905.1.1 ON" OSB. TRUSSES At FIRST l SH A:HING OR 1" GDX SAYS 4'-0' O.G. (A P YWOOD SECURED F15E LASS SHINGLES OVER SHEATHING SEAMS PER FASTENER Z EME5EP. STRA 030 LT PAPER INSTALLED SCHEDULE VERIFY W/ T SS PE F5CR RR905.1.1 ON Ij' PRE- NG WE). TRUSS PLAN O.S.5. EATHING OR i" CDX 24' O.G. MAX. PLY OD SECURED PER - F TENER SCHEDULE 11_011, MTL. RIP EDGE: SEE ENERGY CODE ORMS MTL. D IP EDGE TYP. PRE-ENG D. TRUSS FOR INSULATION R ALUES 2X4 OR 2X6 ASCIA o" 24" O.G. X. 2X4 OR 2 FASCIA 5/8" GYPSUM 50 OR 1/2' PER ELEV LIONS PER EL YATIONS HIGH STRENGTH LG. BOARD CON:. 2x4 RAT N SECURED pOU5LE TOP P A:E vEN:ED ALUM. S fT W/ (2) 12d's a CH TRUSS VENTED ALUM. OFFIt �' TYI=. WINDOW HEAD R SIZE VARIES 1/2" CDX OR i/16" 55 SEE ENERGY ODE FORMS FOR INSULATION-vALUES PER WINDOW PENING SEE SECURE TO WALL P R HEADER SP N CHART FOR FASTENER SCHEDUL 5/8" GYPS 50ARD OR 1/2" CDX OR -/16" S5 DETAILS ON SHEET D I/2" HIGH RENGTH GLG. SECURE t0 WALL R WINDOW A ACHMENT AS PER OR 1/16' ZIP 50ARD FASTENER SCHEDU ON SHEET D MANUFA URES SPECIFICATIONS SHEATHING SYSTEM DOU5L TOP PLATE WINDO HEADER SIZE VARIES OR 1/16" ZI WINDOW ILL (INSTALLED PER MANUF. SPECS.) PER NDOW OPENING SEE SHEATHING SYSTEM 2x6 ST DS m 16' O.G. MAX W/ HEA ER SPAN CHART FOR (INSTALLED PER INSUL. SEE ENERGY CODE DET ILS MANUF. SPECS.) FO FOR INSULATION W11 DOW ATTACHMENT AS PER V LUES NUFACTURES SPECIFICATIONS 1/8" THICK, 3 GOAT 1/8" THICK, 3 COAT CEMENT PLASTER t G SU5FLOOR GLUED AND CEMENT PLASTER IN OW SILL APPLIED TO METAL REWED AS PER FASTENER APPLIED TO METAL 2x6 STUDS a 16" O.G. MAX W/ LATH OVER 2 LAYERS HEDULE ON SHEET D2 LATH OVER 2 LAYERS INSUL., SEE ENERCSY CODE OF GRADE "D" OF GRADE V' FORMS FOR INSULATION BUILDING PAPER OR 5UILDING PAPER OR R-VALUES PAPER 5ACKED LATH PAPER SACKED LATH J' T t G SU5FLOOR GLUED AND OVER AN APPROVED OVER AN APPROVED SCREWEDAS PERFA T NER HOUSE WRAP HOUSE WRAP , ;' SCHEDULE l� DETAIL I5/WA2 CONC. FILLED LINTEL 5LK W/ (1) 05 RE5AR coNTlNuous 5/8' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY :O 2-STORY WALL SECTION SCALE: 3/4" =1' - 0" OVER 030 FELT PAPER INSTALLED PER F5CR RR005.1.1 ON a" O.S.R. SHEATHINGS OR }" GDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2X4 OR 2X6 FASCIA PER ELEVATIONS SECURED W/ (3) 12d NAILS 1/2" CDX OR 1/16" 085 SECURE TO WALL PER FASTENER SCHEDULE ON SHEET D2 OR 1/16" ZIP SHEATHINGS SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED, SEE—'r DETAIL 15, SHEET WA2 2X6 P.T. SECURE W/ 1/2'XV ANCHOR — 5OLT 32' O.G. MAX. NAIL GA5LE TO 2X6 W/ 12d NAILS 6" O.C. PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) t" GYPSUM 150ARD OR �, HIGH STRENGTH GLG, 50ARD IX2 NAILER✓PRAFT STOP SEE ENE(-zY CODE FORMS FOR INSULATION R-VALUES PRECAST LINTEL WI OW ATTACHMENT AS PER M ACTURES SPECIFICATIONS PRE AST CONCRETE SILL (1) "5 5AR VERTICALLY W/ CON POURED CELL Ix2 P.T. FU RING STRIPS m " O.G. 8" GMU 1/2' GYP. WL. P. ,I. WOOD 5ASE 1 , 0'-0' L.. FIN. FLR. SECURE :O TRUSS W/ (2) 12d NAILS PRE-ENG GA5LE TRUSS DETAIL '15/WA2 �o 5/8" THICK, 3 OAT PORTLAND MENT PLASTER APPLIED DIRStITLY TO 2- STORY WALL SECTION SCALE: 3/4" =1' -0" SPF STIFF5ACK (SEE SEALD TRUSS ENO, }PACK FOR SIZE 4 CONNECTION) 2x4 SPF BLOCKING 5ETWEEN TRUSSES AT FIRST (5) 5AYS 4'-0' O.C. (AT SHEATHING SEAMS) I--1-�F-=IY4 O.G. MAX. CON:. 2x4 SPF RAT RUN SECURED W/ (2) 12d's ® EACH TRUSS (2) 2x4 *2 S.Y.P. DIAGONAL BRACE W/ (3) 12d's e EACH TRUSS DIAGONAL X-5RACINGs TO COVER 5-TRU55ES 5/8" GYPSUM 50ARO OR 1/2" HIGH STRENGTH GLG. 50ARD - PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) - I" GYPSUM 50ARD OR }" HIGH STRENGTH GLG. 50ARD - IX2 NAILER/DRAFT STOP -GONG. FILLED LINTEL 5LK W/ (1) S RE5AR CONTINUOUS EE'. E:NERGY CODE FORMS R INSULATION R-VALUES - P CAST LINTEL WIND ATTACHMENT AS PER MANUF CTURES SPECIFICATIONS PRE-C T CONCRETE SILL (U "5 RE5 R VERTICALLY W/ GONG. P URED CELL Ix2 P.T. FURR G STRIPS a 24' C. s" CI" Iu 1/2" GYP. WL. 5D. WOOD 5ASE FLR. VER 030 FELT PAPER RSZ&LED PER F5CR RR9 I ON a" O.S.5. SHEA:HIN }" CDX PLYUJOOD sest.LRED PER FASTE NOTE: SCHEDULE DIAGONAL 5RACE 6 MTL. DRIP EDGE CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA HIGHEST RIDGE. DIAGONAL PER ELEVATIONS 5RACE TO 5E a ANY SPAN SECURED W/ (3) 12d 15'-0" OR GREATER. REFER NAILS TO TRUSS ENG. FOR SEE FASTENER ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS REINFORCEMENT. D2 FOR SHEATHINGS FASTENER PATTERN -0" TO 30'-0" (1) 1/2" CDX OR 1/16' 055 X-BRACE SECURE TO WALL PER 304 :O 60-0" (3) FASTENER SCHEDULE X-BRACE (1) X-BRACE ON SHEET D2 6 CENTER AND (2) OR 1/16" ZIP SHEATHING BRACE DIVIDED SYSTEM (INSTALLED PER r EQUALY FROM CENTER ANUF. SPECS.) TO END 2X4 W/ 3/8" X 5 LAGS 632" O.G. MAX. GABLE SIMPSON MST 4 a 3T .C. MAX. X-BRACING P TOP PLATE SCALE: 3/4"=1'-0" 2 UD 16' O.C, MAX, FICKRGLASS SHINGLES OVER *30 FELT PAPER (OR AP OVED EQUIVALENT) ON " O.S.B. I-4EATHING OR 2" CDX PL OOD SECURED PER F STENER SCHEDULE PRE-ENG TRUSS TL. DRIP EDGE 2x4 OR x6 SU5-5AND PE ELEVATIONS VENTED UM. SOFFIT 1,000* UPLIFT ONNECTOR 2 SYP *2 D TOP PLA E ZIP SH THING SYSTEM NSTALL3=D PER MAN SPECS.) OR WALL SHEATHING 2x8 SYP *2 WOOD STUDS AT 12" O.G. MAX 2x8 P.T. SYP *2 O SOLE PLATE z tz Q O (L w WEEP SCREED PER ASTM 926-G d 1063-C O tu (SEE DETAIL 2/D3 flj z of _ RE5AR i1 16 O.C. MAX, IN fuu GONGRETE z POURED C L, O VERIFY P I.L PLAN. 00 cn v INS LATION �m z c z Z � W LL = CTION -' OOD FRAME TO } ,BLOCK WALL � ° PROVIDE EAVE BAFFLE OVER THE TOP OF INSULATION FOR CLEAR VENTILATION / PER F5EC R402.2.3 SEE ENERGY GOD FORMS FOR INSULATION -VALUES. a" GYPSUP? 50 D OR " HIGH 5TREGG17GLG. BOARD SIMPSON SP2 6 E 2X8 STU " RY WALL DIA ANGI40R BOLT AT 16" O.C. MAX WITH -1 EMBEDMENT AND 2' DIA. WASI4E R SIMPSON SPl a EA. 2X8 STUD (1) COURSE TIE -BEAM POURED SOLID WIT;-4 CONCRETE. (1) *5 RE5AR I-40RIZONTALLY PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS /—PRECAST SILL ZIP SPEATWNG SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHIWa WIRE, LAYER M, STUCCO WRAP WRB LAYER 02, FORTIFI5ER HUILDIW:; PAPER METAL LATI4 FASTEN TO WOOD STRUCTURAL MEMBER a T' O.G. MAX --1/8' TEXTURED FINISH a WOOD 'M' TYPE CONTROL JOINT FRAME TO BLOCK CONNECTION SEE DETAIL 15/DI t W METAL LATH STRIP 6' WIDE STRIP SELF ADHESIVE FLASHING, CLEAN \ MASONRY BEFORE APPLYINCs \`TEXTURED KNISH o MASONRY 8' CMU VERTICAL CONTROL BETWEEN DISSIMILAR MTERIALS LE: N.T.S. " T 8 G SU5FLOOR GLUED ND SCREWED AS PER FA EVER SGH4EDULE ON SHEET D2 1=ASTEN 2X4' CMU) W/ (5) 126 PRE -EN OOR SS (INSTALL � EG URRING STRIPS . CONC. F I EL 5LK W/ \1/2'P. (1 5 CONTINUOUS WL. DD. IB�BON NTINUOUS RE5AR FASTENING- DET WOOD SE v SCALE: 3/4" = I' - 0" *4 REDA 48' LONG W/6" HOOK 24" O.G., MIN. 24" IN S 5 ROOF TRUSS UPLIFT 2 - M CONNECTOR NOT IN eL,45) FOR CLARITY SHOP DWGSJ Ia . 3 1 /2 " GONG., RE I W/ 6 "Xro " ° WIAXWI.40 UWAWWrml ON -MIL EXTERIOR WALL a POLY ETHYLENE V FOR SHEATHING (SEE NOTES) FASTEN EACH STUD RETARDER ON TO DBL. TOP PLATE WELL -COMPACTED CL AN MRMANUr SPECS. p FILL TERMITE TREATME T SHALL BE BORA-CARE SECTION AT TOP 2 _O (3) s RE5AR CONTINUO �OF EXTERIOR WALL ON CHAIRS L 4f SCALE: NTS PRE-ENG GA5LE TRUSS NOTE: SPF STIFF5ACK (SEE SEALD TRUSS DIAGONA ACE 6 ENG. PACK FOR SIZE 4 CONNECTION) GENT OF TRUSS 2x4 SPF 5LOCKING 5ETWEEN S OR HIGHEST TRUSSES At FIRST (5) 5AYS 4'-0" IDLE. DIAGONAL O.G. (AT SHEATHING SEAMS) BRACE TO 5E + ANY SPAN 15'-0' OR GREATER. REFER TO TRUSS ENG. FOR P TRUSS 24' ADDITIONAL HORIZONTAL TRUSS REINFORCEMENT. SECURE TO 0'-0' TO 30-0" (1) TRUSS W/ X-5RACE (2) 12d 30'-I" t0 60-0" (3) NA X-5RNACE (AND -$RAGE 5RACE DIVIDED EQUALY FROM CENTER t0 END CONT. 2x4 SPF RAT RUN SECURED 2—STORY (2) 12d's A EACH TRUSS ABLE END (2) 2x4 02 S.Y.P. DIAGONAL BRACE: W/ S (3) 12d's a EACH TRUSS DIAGONAL X-5RAGING TO COVER 5-TRUSSE6 BRA , 5/8' GYPSUM 50ARP OR 1/2" HIGH STRENGTH GLG. BOARD SCALE: 3/4" XTERIOR WALL STUDS t WALL SPEATHING FASTEN STUD O BLOCK WALL WITH LISP MST STRAP WITH FASTENERS AS 8 INSTALL STRAP a EA. E UN.0) 4 SPACE STRAPS AS OWS, 410 MPH 'C'" 32 -110 MPH 'B'" 32' O -160 MPH 'C" 32' O.G. -150 MPH 'B': 48' O.G. -140 MPH 'C' 48' O.C. TOP OF STUD WALL SOLE PLATE TOP OF _ MA6ONRY WALL CMU BLOCK PLACE STRAPS SPACED AND FASTENED AS SHOWN WITH ONE ADDITIONAL S AT EAC-4 WINDOW STUD ( COMMON NAILS T TUD (0J48 DIA X 1 1/2" J STRAPS INSTALLED OVER WALL SHEATHING FILL ALL REMAINING STRAP HOLES W/ 10d NAILS INTO WOOD 5AGKING DO NOT PLACE SCREW IN TOP HOLE NEAREST TO TOP OF CMU BLOCK WALL CONNECT BOTTOM OF STRAP TO CMU BLOCK WALL W/ (T) 3/16' DIA X 1-1/4' 'SONG TAPCON MASONRY XTERIOR STUD WALL CONNECTIO TO FIRST FLOOR MASONRY WALL 3 BGALE: NTS 1441 N. RONALD REAGAN BLVD L 0LONGWOOD, F3275mPH: 407-7746070FQX: 407-774 47 oupwww.abdesigngrAA #: 0003325 W W U W ti a U w A F h Su3n as LOT: CREEKSIDE LOT 55 PROJECTIf 043321.000 055R1 MOYMILA 4EBB "1828-CALI" GARAGE owngG: LEFT PAGE: SHINGLE MONO. 2-STORY WALL SECTIONS & NOTES 160 MPH EXP C ARCHITECT: STATE OF FLORDA it/N V D : 06/01/18 SCAM: 1/4"=1'-0" 82MET ij3 � TOP PLATE 1II�OC. MAX. SECURE 2X4 W/ 2-1/4k TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MM. EMBEDMENT 1 Y4' W EA. END NOT TO E *NO-r=: NAIL 5I4EAta-IING TO ALL 2X AS PER EXt. 6I4EAT4NG NAILING, Sd 411 O.C. MAX EDGES 4 (o°-8" O.G. MAX IN tNE 1-IELD SECURE 2x6 MIN. TO BLK W/ (2) 'XB' A -BOLTS 4' EMBEDMENT P A W/ 2'X2'XYm WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR PpR. IN JOINTS PRIOR TO NLLI D TOP PLATE 0 BT. SECURE ID ATHING WITH NG MIN. 2d PER BLK. EA. END EXTERIOR ARCHWAY WITH WINDOW i 1 SCALE: 1/2"=1'-0' NEB__ CLOSED VALLEY FLASHING DETAIL N.TS. /— 2X4 DBL. P4*32' O.G. MAX / taP�LAt P < BOTTOM 1/2' - . BC 1/2' GLG, ARD 1/2' D AI WOOD 00 UoS "I6' .C., U.Ox 2X4 CONT. 2X4 WOOD - STRESS STUDS •I6' BLOCKING OG UAN MID -WALL SECURE BT. 1/2'X9' A PLATE TO SJJJJJJ��QQQQqq15 I/2' DRYWALL 32' O.G. W/ 10d MA EMB NAIL a 32 O MAX r CONC. SLAB DET I ' ..'o.,; ° NUNATION ET ILS 1ST FLOOR INT. BEARING WA (NO UPLIFT) SP4*3a' MSTA-36 32' MAX SP4*32' O.G. YX_ 2X4 1 C. MAX: SECURE To WOOD W/2-12d m 6 O.C. STAGGERS SECURE 2X4 W/ 2-W6 . TAPCONS OR DRIVE PIN (MIN. SHANK SIM .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Ys' W/IN 8' EA. END NOT TO EXCEECy 18' Ng D.G. A(\(\ 2X4 SOLID BL G SECURE TO SHE WI WITH MN. 2-12d PER Ive1C 2 EXTERIOR ARCHWAY scALE= 1/2'=r-m' W25 EA RAFTER \ x4 RAFTER ® 24' O.G. 2x4 FRAMING (TYP) 6 FRAMED OVERHANG N.T.S. 2X4 TOP PLAT GLG. 1/2' CLG. / 2X4 CONT. 1/2' DRYWALL STRESS BLOCKING MID -WALL SECURE BT. PLAT TO SLAB W/ 10d MASONRY NAIL • 32' O.C. MAX 2X4 PT. PLATE cONC.SLAB Ic MAX 1ST FLOOR INT. BEARING W (W/ UPLIFT) 2X4 SECURED TO GABLE ENG WK2) 6"-8" oz. UPRIGHT TRUSS CONT. TAL TRACKS, OP # BOTTOM 1/2, DRYWAL 2X4 WOOD CHANNEL SHA STUDS ®24° STUDS 24' O.C. OL LAYER OF 1/2' TYPE GYPSUM WALLBOA ATTACEE E SIDE ® 12 GONC. SLA CONC. SLAB 1ST FLOOR 1ST FLOOR TYP.INT. WALL TYP.INT. WALL METAL STUDS 8 (NON-BRG.) NON-BRG. 6CALE:1/2'=I'-0° 8C SCALE: ' Ruse TO WOOD FRAMING SIMPSON MTS-12 PRE -ENG TRUSS ® DO TOP LATE z 2 T STRESS DBL. 2X TOP PLATE I ID WALL ^2x 1/16' O.SB. OR 7A6' ZIP SHEATHING "N 8 8 I6' O.C. MAX, SYSTEM (INSTALLED PER N MANUF. SPECS-) i SUBFLOOR GLUED 2X BLOCKING a CREWED AS PER TOP OF A ER SCHEDULE 1/2' COX ?_ I FLOOR STUDS TO 2X STUDS IV O.C. MAX. w FLOOR STUDS SIMPSON MSTA-36 • 32' 2X BTM. PLATE O.G. MAX 3/4' FLOOR DECKING PRE- ENGINEERED FLOOR GIRDER PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE PRE- ENGINEERED FLOOR TRUSS 2x CONTINOUS 61 MESS LOCKING MID WALL OI CONTINUOUS SHEATHING TO BEGIN AT TOP OF MILK. -2 TUDS ' 16' O.G. MAX, W/ 1/4' GAP FROM BLK TO OS-B. U.O I/2 ' WL. ED. 1/2' U2 HORIZONTAL 2X S.P.F. STRUCTURAL BLOCKING AT PERIMETER OF OS$. TO PROVIDE CONT. NAIL PATTERN ^oE BT. PLATE TO SLAB W 'x9' ANCHOR Q3 REMAINING AREA TO BE SHEATHED FROM DBL, TOP BOLT W/ WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMPSON H 8TRENGTW EPDXY T' E D. MIN. ® SHEATHING • TOP OF WOOD FRAMED WALL TO BE �SIMPSON STAGGERED MIN. OF 16' FROM SHEET BELOW 8104 O INSTALL ALL SHEETS W/FACE GRAIN PARALLEL 32, O.G. MAX TO STUDS 2-STORY L.B. EXT. WALL SHEATHING E SGAL:I/2'=I'-0' 4 SCALE:1/2'=1'-O' SIZE PER DOOR/\ WINDOW OPENING SECURE 2x4 ONJ 0 FLAT TO BLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK IU/ (5) IK i$'X8' A -BOLTS 4" EMBEDMENT MIN. W/ 2"X2'A WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR. IN JOINTS PRIOR TO FILLING. I-2X(p PT BLOCK a CENTER OF DOOR HEADER W/fl)A'X8" J-BOLTS 0 4" EMBEDMENT W/ 2'X2'X6' WASHER AND NUT. r NOTES: I ° C ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTION$ WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 3 BUCK ATTACHMENT SCALE: " CDX PLYWOOD OPENING 4 ° PRECAST LINTEL ° ° -°_ a °t c 4 ITO SECUREM ED MIN ki THAN I ° a ° �L SE TO L CK a ° I° 4 LOCKS IT BLOCK "X3" OR DRIVE PIN N ANK SIT 145) ( MBED. I J") T IN 8' OF EACH D ANp I O C. MAX SPACIN ° ° GMU W L 1 ° ° Q ° Q ° J ` a 4 d ° O° ° ° ° ° ° q' 4 ° s...a..r — — — K'/__,�ARCH WINDOW FRAME TYP. EXTERIOR WINDOW/ ,� DOOR OPENING WD FRAMED `t arei P. I/2"=P_m' PRE-ENG TRUSSES W/ CONNECTOR VERIFY TRUSS/W/ FRAMING PLAN DOUBLE TOP PLATE C LE STUDS o " O.G. S PEON LST -12 s EA JACK ' TUD, BO IDES OF OPENING 2x ST S • 16' O.C. MAX W/ SH PING. SHEATHING TO BE WIN J' OF WINDOW/ DOOR ENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY o A TIME. SE 126 NAILS, TWO WITHIN 6" EACH END < NO MORE TN Iz' OC. STAGGERED SP4 H5 • TOP AND 50TT LATES • EA. FULL LENGTHS D, BOTH SIDES OF OPENI SHEATHING T AP TO BOTTOM OF NG'D TRUSS BELOW_ SH THING MUST NOT BREAK I'- " MIN. FROM 2ND FLR. LINE, -ENG TRUSSES OR FRAMED RAFTERS 0.S9. SHEA OR 3' CDX PLYWOOD. D PER FASTENER OWE EET z OR'1/I6' ZI SH WI SYSTEM ( R MANUF. S 2x4 DER STU SCURE BETWEEN S BAYS W/ (3) 12d' EACH END 2x DOUB TOP PLATE UDS ' MT -12 ® EVER STUD 2X4 BT. PLATE DORMER ATTACHMENT 15 SCALE: 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x4 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS 2x RAFTERS NO NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS • EA. TRUSS - RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TRUSSES PRE-ENG. TRUSS - ALTERNATE CONNECTION MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES HEADER SIZE PER SPAN CHART. TYP. INTERIOR 1"DOOR OPENING WD 4 CONV. FRAMED ROOF SCALE: 1/2'.I'-0' PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS + 16' O.C. MAX SIMPSON LSTA-12 s A JACK BOTH SI OF PE NG. 2 a 16, O.C. MAX W/ HIND. SHEATHING TO BE WIN }' OF WINDOW/ DOOR OPENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) -JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) STUD ASSEMBLY TO BE 8 RED ONE PLY • A TIME. USE NAILS, TWO WITHIN 6' FROM E END < NO MORE TWAN 12' O. TAGGERED 1/2'x9' A.B. MIN. i' EMBEDMENMT 8" H -END E 32' O.G. MAX SP4 OR W5 ® TOP AND » 111157 UPLIFT SIMPSOM PTSM20 W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL » Moo UPLIFT (2) SIMPSOM HTSM20 INSTALLED ON OPPOSITE FACES OF BLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT -POURED LINTEL PRE-ENG TRUSS CONTINUOUS BOND BEAM BOTTOM PLATES • EA FULL TRUSS ANCHOR LENGTH STUD, BOTH SIDES 12 RETROFIT - OF OPENING. -LINE OF SLAB 5 REBAR VERT. IN —COR4ER BEAD SOLID GROUTED CELL SEALANT e BACKER ROP OAT 5/8' THICK 3 COAT_ 8' SEE CEMENT PLASTL=R STRUCUCTURAL FOR APPLIED REINFORCEMENT DIRECTLY TO MASONRY 2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT SPPROVAL REQ. . •,�. FROM MIAMI-DADS COUNTY /WEATHER STRIP / MOULDING ALL AROUND MY DOOR MAKW.) GALV. 5tEEL TRACK BRACKETS FASTENED TO WOOD JAMB W/ GALv. STEEL 3/16'xl 1/4' LAG OVERHEAD DOOR SGWS vIERTICAL TRACK � I' MIN. DY OTHERS BY MAUF. AUF. SLIDE FASTENED r0 ROOMROOM TRACK BRACKE JAMBS au 1/4'-20XI4' GARAGE DOOR E CARRIAGBOLTS 13 SCALE: 1/2'=1'-O" AND LOCK NUTS. PRE-ENCx`I� MTS-12 Viro" COB. MTS-12 WALL DETAIL 2X4 DBL. TOP PLATE 2X4 STUDS fro' OS.B. -TEXT. FIN15H -��.MEtA-16 '�CMU UUALL CONTROL DATE: 07/01/15 J 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 lfc- W 0 F W y q F ti �sysa=v ae Los: CREEKSIDE LOT 55(: PROJECT 04321.000 055R1 MODZI o 4EBB "1828-CALI" GARAGE ®1r'1 O: LEFT PAGE: MISC. DETAILS 160 MPH EXP C rARCHITECT: 2lTATE OF FLORIDA ROLAND A. AR N apA 06/01/18 ®CALF: 1/4"=1'-0 SHEET D 4