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HomeMy WebLinkAboutBUILDING PLAN• STATE OF FLORIDA CERTIFIED BUILDING D.R. HORTON HOMES CONTRACTOR 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 REVIEW BY BUILDER CONTRACT DOCUMENTS. ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN B DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER CALLING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT iED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS 2 THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR 'ORMATION) TO THE ARCHITECT OR ENGINEER FOR LRIFICATION. 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. Q Q 8 2 8 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 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 Vasd=124 MPH • EXPOSURE - C • 1-STORY RESIDENCE - • 2-STORY RESIDENCE - MAX. HEIGHT AS PER LOCAL AND STATE CODES ABV. A/C ADJ. ALT. A'' BD. cL CAB, CLG. CLR. CONC. CPT. C.T. D. DBL. D.G. DIA. DIM, DISP. DP. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE HOARD CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC TILE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP LAV. LUM. M.C. M. MIN. MM. mm N.T.S. O.C. PL P.B. PH. PIT. PLYWD. PR. P.T. R. BAD, R.A.G. REF. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM MOUNTED METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR REV. DATE DESCRIPTION SHEET # DESCRIPTION -- 01 29 14 BID SET ISSUED PG Cl-COVER PAGE PG GN-GENERAL NOTES PG 1 -FOUNDATION PLAN PG IA -DOWEL PLAN PG iB—LINTEL SCHEDULE {CAST—CRETE} PG 1B.1-SAFE LOAD TABLES PG 2 -FLOOR PLAN PG 3D-ELEVATIONS °D" PG 4D-FRAMING PLAN PG 4.1-CONNECTOR SCHEDULE PG 5-ELECTRICAL PLAN PG 6-HVAC PLAN -- 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/fll 15 FBCR 5TH EDITION 2014 CODE UPDATE -- 07 12 16 QUARTERLY REVISIONS -- Ol 15 18 2017 FBC UPDATE DR. D.S. DTL. DOOR DOWNSPOUT DETAIL RM. R.O. S.D. ROOM ROUGH OPENING SMOKE DETECTOR PG PG DI -FOUNDATION DETAILS/SECTIONS D2-1-STORY WALL SECTIONS & DETAILS D.W. DISHWASHER S.H. SINGLE HUNG PG D3-2-STORY WALL SECTIONS DETAILLS EA. ELEV.A. EQ. M. EACH ELEVATION EQUAL EXHAUST SHT. SHTHG. SHWR. Sim. SHEET SHEATHING SHOWER SIMILAR PG PG PG D4-MISC. DETAILS D5-PRODUCT APPROVALS WAl-WALL ASSEMBLY DETAILS SQ.FT. CALC. S LIVING GARAGE ENTR'r LANAI TOTAL 1828 $Q. FT. 430 $Q. Ft. I6 $a. FT. 88 60Q FT. 2362 $GM. FT. EXT. F.G./F% . F.G. FIN. FLR• FLUOR, FR. DR. FTG. EXTERIOR FRIED GLASS FUEL GAS FINISH FLOOR FLUORESCENT FRENCH DOOR FOOTING SL. SL. GL. STD. SWS SC TEMP. THK. SLIDING SLIDING GLASS STANDARD SHEAR WALL SECTION SCUD CORE TEMPERED GLASS THICK PG PG PG PG PG WA2-WALL ASSEMBLY DETAILS WA3-WALL ASSEMBLY DETAILS WA4-WALL ASSEMBLY DETAILS WA5-WALL ASSEMBLY DETAILS -WINDOW FLASHING WA6-WALL ASSEMBLY DETAILS -SUB -BAND A/C VOLUME 16086 5 GA. GAR. GAUGE GARAGE T.O.C. T.O.P. TOP OF CURB TOP OF PLATE GAR. DLS'P. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYP. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL. GYP. BD. H.H. B.C. HDR. HGT. OR HT INSUL INT. GLASS GYPSUM BOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR V.P. W. W/ WD. WDW. W/H W.I. OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER HEATER WROUGHT IRON ST. LUCIE COUNTY BIREVIEWED F R COMP REVIEWED y DATE PLANS AN W MI�'� SITE OR Nth tNsaoPg9 s WILL BE MADE FILE COPY 1441 N. RONALD REAGAN BI LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W U O F V w Q F A E4 EtMDIV. & LOT: CREEKSIDE LOT 64 04321.000 060R1 WoDEu 4EBB "1828—CALI" C;AVAGE BWMC;: LEFT PACE: COVER PAGE 160 MPH EXP C ARCHITECT: STATE OF FLORIDA m IROLAND A rasaam a DATE. 06/01/18 BCALE: 1/4"=1'-0" JHEET GENERAL NOTES 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN 8" LAYERS AND E. APA- THE ENGINEERED WOOD ASSOCIATION: 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 DETERMINED IN ACCORDANCE WITH ASTM D1557. THE BUILDING SITE SHALL BE KEPT DRY I. ENGINEERED WOOD CONSTRUCTION GUIDE EDITION (2017) AND IN CONJUNCTION WITH ASCE 7-10, SO THAT EROSION WILL NOT OCCUR IN THE FOUNDATIONS. F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS ARE AS FOLLOWS; 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO, A. FLOOR LIVE LOADS R301.5 (PSF) Fb =1,100 PSI Fv = 175 PSI E=1,400,000 PSI I. SLEEPING ROOMS 30 8. DO NOT 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, II. ATTICS W/ STORAGE 20 HEADERS, AND POSTS. III. ATTICS W/OUT STORAGE 10 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. IV. POOLROOMS 75 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED V. BALCONIES AND DECKS 40 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PERALL LOCAL AND STATE REQUIREMENTS, OTHERWISE). VI. STAIRS 40 VII. ALL OTHER ROOMS 40 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING B. FLOOR DEAD LOADS R301.4 15 (PSF) JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 5. MINIMUM NAILING PER FBCR, 6TH EDITION (2017), SEE TYPICAL NAILING SCHEDULE ON PLANS. C. ROOF LIVE LOADS R301.6 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.60F THE FBCR 6TH EDITION (2017) D. ROOF DEAD LOAD (PSF) CONCRETE 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017). I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 8. FORASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. E. WIND LOAD CRITERIA I. BASIC WIND SPEED II, EXPOSURE CATEGORY III. WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VOLT--160 MPH, VASD=124 MPH C 0.85 ±0.18 11 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. `I HESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION P301.2.1.2 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 24INCHES 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 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017). 3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'/ -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1, REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE, 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/ THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE 3/<". 4. PROVIDE 60/o AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER, 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'!". 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTORIOWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. UAQf) IDV 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 F'm = 1500 PSI. 3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR SIN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN'/< INCH AND NOT MORE THAN 3/, INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606.2.11.OF THE FBCR 6TH EDITION (2017). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 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 HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). REINFORCING STEEL 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - WI A X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP SIDES AND ENDS A MINIMUM OF 124. LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 261 . 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH _T B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER 3/n 0. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 11/2" 7. DO NOT UT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVkL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 6/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED'/" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING SYSTEM. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT, SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION, LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO Lt360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18.. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12.OF THE FBCR 6TH EDITION (2017). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 3. CONDENSATION LINES SHALL BE MINIMUM'/<" PVC (SCHEDULE 40), INSULATED WITH %" AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH, 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017). 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. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH EDITION (2017). EXTERIOR WALL COVERINGS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1063-11A & R703.7 OF THE FBCR, 6TH EDITION (2017). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS 1"FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS - DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-Cl 063-11AAND R703.7OF THE FBCR, 6TH EDITION (2017) FIRE-RESISTANT CONSTRUCTION UNDER STAIR PROTECTION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1t2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 F U w 0 0. w A F a svela=v ae LOTr. CREEKSIDE LOT 64 PROJECT# 04321.000 06OR1 MODEL: 4EBB "1828-CALI" GARAGE I!!VfMG: LEFT PAGE: GENERAL NOTES 160 MPH EXP C ARCHITECT- STATE OF FLORIDA -4 :• -. 14 o{ J nA.j.Ek` 06/01/18 SCALE: 1/4"=1' - 0" 9i3EET DOWEL LEGEND ■ CONT. VERTICAL DOWEL TO L INTEL COURSE SECURE STRAP TO W/ (2) "8xl 1/4 A/C 5HT MTL SCREWS UNIT [UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO GONG. CONC. W/ (2)-3/Iro'X2" SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD A 12" FROM STRUCTURE 2�2° VTR i � It 1/2" \\ jr-1 I/2' \ WG 2'. LAV I LAV jI 1/2' 3' 1 21 3" 1 I I 2' sHWR JJ 1/2' 11 2 WASHER�r/I PLUMBING DIAGRAM KITCHEN 2' SINK W/ VIT AUTO VENT 2 1 1/2' �A LAv, 0 RISER TUB TO 4' CONC. SLAB v m EXTEND END OF PVC ` CHASE UP 12" ABOVE 1 HP `Q COND. CONIC. PAD \\\ 24'X24"XI2" GONG.— \`\ PAD W/3-S BARS \ E.W. ON CHAIRS \\ MIN. 3" COVER 4" PVC \\ c0 4' CONC., REINF. W/ 6'x6" *10 CHASE\ r WW-1 ON 6-MIL POLY ETHYLENE \\ VAPOR BARRIER ON ■ \\ WELL -COMPACTED CLEAN \\ TERMITE TREATEMENT SHALL \\ 5E BORA-CARE I \\ \\ 14'- 3 14,-8" {L0 pia (WG.El X 36'x60" \;\ OL0'-O" FIN. ELEV. SHWR. PAN \\ FIN. GONG. SLAB W/ENCL. a) \ \ I it ■ I(L \\ L- \\ N IC I \J`I 32" 145 ■ - 5 I/2" 44 ( WH\ cv 17' 14 - O' ■ BOLLARD AS REQ. PER BLDG. CODE ■ n 0 -o-'1 1/2' 21'-4" ■ Q CONC. Q SLAB N -I'-O" e,'_2�� 3'-1011 ,L-3 1/2' `EXTEND SLAB 1 1/2" 3'-4" 7 e5 �— 4X4 WHLh=L F -1 i DW�LLa� jj IOPt.I I — 1— — j SINK III I REF I II I" PVC CHASE E �I FOR ELE=G. TO ISLAND I 15'-IC" EXTEND +C SLAB 1 1/2" 3'-2 "-2" SLAB 1 1/2' T -31/2 7411 CONIC.� SLAB — --I ■ L 0 FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED ECsRESS DOOR SHAI-L MEET PROVISION OF SECTION R3113.1 OF THE r-5CR 6TH EDITION (2017). ■ ■ 2'-9' ,' I`-11" ■ \Z LAv. I I I �0'-0' FIN. ELEV. FIN. GONG. SLAB I • -0 11 24'X24"XI2" CONIC. PAD 111/3-"5 BARS E.W. 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 w r7 W U W 0 F 4 U W O F a F; I SUBDIY. as LOT: CREEKSIDE LOT 64 FROJECTyJi 04321.000 060R1 MODELe 4EBB "1828—CALI" GARAGE 811MG: LEFT PAGIC: FOUNDATION LPLAN 160 MPH EXP C DrRmwT A06/01/18 19CAIM 1/4"=1'-0" 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W V W 4 R f3, A F A F CREEKSIDE LOT 64 PROJECT# 04321.000 060R1 MOaM 4EBB "1828-CALI" GARAGE 9VMG: LEFT PAGE: DOWEL PLAN 160 MPH EXP C 06/01/18 SCALE: 1/4$$=1'-0" 8HEET 1 nL-3 L 4 AST- BETE" LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 li'-4' 8F25-15AT L 2 4'-6" BFlb-05/IT L 3 7'-6' 8FI6-MAT L 4 II'-4' 8FI6-I5/IT L 5 V4' 8FI6-I5/IT L 6 .1'-6' 8F24-15/IT L 7 4'-6" 1 81=6-05/It jFiMCr=8Sr=0 8W6-05AT 81=16-05AT 8FI6-15/It 8F24-15/IT 81=28-15/IT (2) 3052-814 L-1 ECsRE88 L— 3 LIN'IEL SCHEDULE NOTE- THE LINTELS MAY 5r= SUSSTITUTI=D WITl4 LINTELS FROM ANOTPI=R MANUI=ACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR r%IREATER CAPACITY TµAN TµE VALUES STATED 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 ti w cq W U 0 F U W C F Q F: 8tmi)rv. & LOT: CREEKSIDE LOT 64 04321.000 060R1 MoaEr.4 4EBB "1828-CALI" rp ARAGE L° VnN(;:LEFT AGE: 1LINTEL SCHEDULE 160 MPH EXP C ARCHITECT. STATE OF FLORIDA 1 06/01/18 BCALE: 1/4"=1'-0" 1 BIHEET SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS 4^=4494" GRAVITY TYPE LENGTH 8U8 8F8-0B 8F12-0B 8F16-0B 8F20-0B 8F24-OB 8F28-OB 8F32-OB 8F8-1 B 8F12-1 B 8F16-1 B 81720-1 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 3'-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 4473 1 6039 7526 9004 10472 11936 4'-0" (48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4' 6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5' 4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 6096 5400 6424 7450 5'-10" (70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6'-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7' 6" (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 3839 5596 6613 5047 9'-4" (112") PRECAST 573 1049 1469 1210 1482 1754 2027 H76832 1212 1818 2544 3469 4030 3127 10' 6" (126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11'-4" (136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13'-4" (160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14'-0" (168") PRECAST 338 381 648 919 1190 1462 1087 1260 455 1 700 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" (1$4") 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 1 530 950 1400 1800 2200 2600 19'-4" (232") PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 570 870 1 1250 1660 1970 24'-0" (28$") PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 1 470 720 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS Ci�sTigara UPLIFT LATERAL LENGTH TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-1T 81`24-1T 8F28-1T 8F32-1T 8U8 8F8 8F8-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2' 10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 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'-T (54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5' 4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5'-10" (70") PRECAST 1272* 1357 1930 2505 3084 3665P81 418 418 1272 1315 1875 2441 3010 3583 6'-6" (78") PRECAST 1141* 1200 1733 2250 2769 3290 887 1141 1182 1684 2192 2703 3216707 7' 6" (90") PRECAST 959* 912 1475 1914 2354 2797 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 1 1896 2198 12'-0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 13' 4" (160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14'-0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1 1567 1816 14'-8" (176") PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15'-4" (184") PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17'-4" (208") PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 19'-4" (232") PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'-4" (256") PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 22'-0" (264") PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 137 205 322 457 607 771 947 24'-0" (288") PRESTRESSED 124 165 244 312 380 447 515 N.R. 135 12 186 290 408 538 680 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS CaR� GRAVITY LENGTH TYPE 8RU6 8RF6-0B 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-OB 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-113 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 1 4982 6472 1 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 7'-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 4^Wr14ffM UPLIFT LATERAL LENGTH TYPE 8RF6-1T 8RF10-1T 8RF141T 8RF18-1T 8RF22-1T 8RF26-IT 8RF30-1T 8RU6 8RF6 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4'-4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4' 6" (54") PRECAST 1192 1507 2311 3121 3937 4756 5577 853 853 1192 1455 2240 3036 3837 1 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 g30 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 1 516 1 614 533 527 1009 1369 1728 2088 1 2450 TYPE DESIGNATION 8F1 6- NOMINALWIDTH J NOMINAL HEIGHT F = FILLED WITH GROUT / U = UNFILLED r QUANTITY OF#5 REBAR AT + BOTTOM OF LINTEL CAVITY 1 B/1 T L QUANTITY OF #5 REBAR AT TOP "REDUCE VALUE BY 15% FOR GRADE 40 FIELD REBAR #5 REBAR AT TOP MIN. (1) REQ'D ° CLEAR H CO 2 W J Q O y y., (D • - • 7-5/8"ACTUAL 8" NOMINAL WIDTH C.M.U. GROUT #5 REBAR AT BOTTOM OF LINTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) SAFE LOAD TABLE NOTES MATERIALS GENERAL NOTES 1. All values based on minimum 4" bearing. Exception: Safe loads for unfilled 1. fc precast lintels = 3500 psi. 1. Provide full mortar head and bed joints. lintels must be reduced by 20% if bearing length is less than 6-1/2". 2. f'c prestressed lintels = 6000 psi. 2. Shore filled lintels as required. Safe loads for all recessed lintels based on 8" nominal bearing. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. 2. N.R. = Not Rated. 4. Concrete masonry units (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 L1180. addional reinforced masonry above the precast lintel. 6. Prestressing strand per ASTM A416 grade 6. 7. Bottom field added rebar to be located at the bottom of the lintel cavity. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 6. One #7 rebar may be substituted for two #5 rebars in 8" lintels only. 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 BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngrou p.com L AA #: 0003325 F w U W 0 F U A F A atrealy. ee zoT: CREEKSIDE LET 64 PROJECT 04321.000 060R1 >saoaEl� 4EBB /' "1828-CALI" V' 'AiiAGIC ®W'iiWGi LEFT PAGE: SAFE LOAD TABLES 160 MPH EXP C ARCHITECT STATE OF FLORIDA N/ rol D TZ 06/01/18 8CAI.E: 1/4"=1'-0" WHET FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION R3C R302.9.1 THROUGH F5C R302,eA FLAME SPREAD AND 5MOKE-PEVELOPED INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.I THROUGH F5C R302.10.5 COM?OrENI AN) CLADDN13 WILD LOAM BASK WIND EVOSULE FOR 3 SECOND G WM OPENNOS SQUARE ZONE 160 MPH WIND (W R 30AW MD TYPE FODTAOE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR, MIN. CRITERIA SiG.D. MIN. 12 5 30/-3-t CRITERIA 8010 O.H.P. 56 5 30/-35 16010 O.H.D. 112 5 25/-35 SOFFIT N/A 5 31.6/-36-6 -68 IF ROOF TILE N/A 3 -58.29213 APPLIGASLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. PRESSURES HAVE BEEN MODIFIED PER FBCR R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. .Z"7 � ::..�:. 1 1 . F.my 1pp 1+ c I,I 45 c o 1 GABLE ROOFS Ill° < 0 ::5 45° For SE I. foot - 304.8 i irn, 'I. clegree, = 0.0175 rad, Note: a 4 fc . in all caws GABLE ROOFS 05100 i m -4+ HIP ROOFS 10.<0s 30° 100 _ 0 5 lib FIGURE R301.2(7) COMPONENT AND CLADDING PRESSURE ZONES 3' -4' HP (2) 3052-SH -n1I FLOOR PLAN �ai-411 /91 G/Tt2_CI_I Dm7W'7== II'—O" 3'—a° —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. -OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" (35 MM) IN THICKNESS, SOLID ORHONEYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. EXTERIOR MASONRY WALL 51R3. HEIGHTS 8'-8" BRCz. SQ.FT. II'—O" 3'—a° —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. -OTHER OPENINGS 5ETWEEN THE GARAGE AND RESIDENCE SHALL 5E EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8" (35 MM) IN THICKNESS, SOLID ORHONEYCOM5-CORE STEEL DOORS NOT LESS THAN 1 3/8" (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS. EXTERIOR MASONRY WALL 51R3. HEIGHTS 8'-8" BRCz. SQ.FT. CALC.'S LIVING 1528 SQ. FT, GARAGE 430 SQ. FT. ENTRY I6 SQ. Fi. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 16086.5 1' 4" D5L. TOP PLATE A BAR DETAIL SCALE: 1/2" =1' -0" 1I,DIM. VARIES =n >=n O VANITY I O VANITY 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w w 0 0. y A F A I lmDrv. de LOT: CREEKSIDE LOT 64 PROJECT# 04321.000 060R1 MODEU 4EBB "1828-CALI" ®® GARAGE IfiVING: LEFT PAGE: FLOOR PLAN 160 MPH EXP C " ` DATE: 06/01/18 SCALB: 1/4"=1'-0" 93HEET FBI REAR TEXTURED FINISH 0'-0' FIN. F R. L 8'-&' 5R.G. HGT. — 0'-0' FIN. FLR ELEVATION I�b OFF RIDGE: VENT RIGHT TEXTURED FINISH LEFT TEXTURED FINISH +/-18'-II" BLDG. t ICst. FYPON LV12X24 OR EQUIVALENT 8'-8" BRG. HGT. 8'-8" 15 a OPT. c LIGHT 0'-0' FIN. FLR. 0-0' FIN. FLR. OFF RIDGE VENT 01�RI®T Ot�RI�t ELEVATION EQ. U E Q. IL -I IME II' ■ I �I■ _I _I i_I - I I FRONT !YE'LENATION- TE)KTURED NOTE: —A • PER 1=5CR R103.4 I�7 J 8'-8" BRG. HGT. -ID" 0'-0' FIN. FLR. FIN. FLR. SHINGLE'. ROOF FYPON BICTIIXIi OR EG,QUI VALE:NT BRG. HGT_ 16°X62° F'YPON DECO. 14 SHUTTER OR WA EQUIVALENT _I � ( TYP. 4" RAISED r BAND (TYP.) N � _ 0'-0' FIN. FLF, 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 PROW DED = 5 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (netfree area) LINEAR FEETOF SOFFIT REQUIRI 67.20 �r 1 o� J nLOUVER DETAIL �tl SCALE: 1/2' = 1'-0° 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 Q. C F q �J SUBMv. as LOT: CREEKSIDE LOT 64 PROJECT# 04321.000 060R1 MODEZA 4EBB "1828-CALI" GARAGE gVrMG: LEFT PAGE: ELEVATIONS 160 MPH EXP C DATM 06/01/18 SICALM 1/4"=1'-0" 8IMET Ix4 01ACk IBTM. CHORD BRACING, T'rp. c" —1 Ln Ln c() COP 5JI II II II II 5J3 I II II I II 11 liElilli 11 II I 5J3 5irp 5J5 �)r=T L-20 AeG Al A& A4 —A3 (01 (01-01 cn X Z .40 lx4 5TM. 0-40RE) 5RACING Fl. 12' O.C. MAX., SECURED UV (2) 10d COMMON NAILS * EA CHORD INTERSECTION, AIA TTp. 225,I4' ---I ATTIC J— z -q. T I u UC-410 — )7 r.X LU N�N CICs VWL T3,0. 31-01, _�2 IX4 DIAL. 157M. C40� BRACING, TYP. FRAMING GABLE END BRACING SEE OTL. '4' SHEET 02 1441 N. ' �"'7" "Lvu Lu "r LONGWOOD, FL 32750 PH: 407-774-46078 FAX: 407A-774-4O78 www.abdesigngroup.com AA #: 0003325 O ti 1,9UBDrv. & LOT: CREEKSIDE LOT 64 r P3mozmcT# 04321.000 4321.000/060Rl monEr.4 4EBB "1828-CALI" GARAGE 8WWG: LEFT PAGE: FRAMING PLAN 160 MPH EXP C 3DATM. 06/01/18 0 LM: N CA ET CONNECTOR SCHEDULE II CONTROL DATE: 01-05-17 MiTek USP SIMPSON MiTek USP SIMPSON DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER FASTENER HTA 16-18 1625 META-16 1450 (8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED 4" (8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" (2) HTA 16-18 2430 (2) META-16 1985 (12) 10d x 11/2" 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" 1900 (10) 16d 2-PLY, EMBED 4" (14) 16d 2-PLY, EMBED 4" HTA 16 1870 HETA-16 1810 (10) 10d X 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-FLY, (8) 16d 2-PLY, EMBED 4" } Z (2) HTA-20 2430 (2) HETA-20 2035 (12) 10d x 11/2", 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" 2500 (10) 16d 2-PLY, EMBED 4" (12) 16d 2-PLY, EMBED 4" - O LUGT-2 2260 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 Q DHTA-20 2430 DETAL-20 2480 (16) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15+ 4175 MGT+ 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD) (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD HUGT2+ 9790 HGT-2+ 10980 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD HUI + 9860 HGT-3 + 10530 WOOD (8) 10d, MASONRY 12) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LUGT-3 3525 LGT3-SDS2.5 3285 CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25 (12) SDS 1/4"x3" TO GIRDER, (4) 3/8" x 5" TITEN HD TO WALL LPTA 1510 PARALLEL TO WALL 1470 PERPENDICULAR TO WALL LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL (10) 10d x 11/2" (10) 10d x 1-1/2" MUGT15 4175 VGT 4940 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (4) 10d TOP/(6) 10d FACE/(12) 10d BACK OF TRUSS (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) SDS 1/4"x3" HUGT 7185 (2)VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SDS 1/4"x3" MTW 12 1195 MTS-12 1000 (14) 10d x 11/2", (14)10d (14) 10d X 11/2" HTW 16 1260 HTS-16 1150 (16) 10d X 11/2", (16)10d (16) 10d X 11/2" HTW 20 1530 HTS-20 1450 (24) 10d X 11/2'% (20)10d (24) 10d X 11/2" HTW 24 1530 HTS-24 1450 (24) 10d X 11/2", (20)10d (24) 10d x 11/2" LSTA 12++ 930 LSTA-12++ 925 (10)10d (10)10d LSTA 18++ 1235 LSTA-18++ 1235 (14) 10d (14)10d MSTA-18++ 1310 MSTA-18++ 1315 (14) 10d (14) 10d MSTA-24++ 1640 MSTA-24++ 1640 (18)10d (18)10d of MSTA-30++ 2065 MSTA-30++ 2050 (22)10d (22)10d Q MSTA-36++ 2065 MSTA-36++ 2050 (26)10d 126)10d h KSTI236 3890 MSTI-36 3800 (36) 10d X 11/2" 136) 10d X 11/2" KTS1248 5140 MSTI-48 5065 (48) 10d X 11/2" (48) 10d X 11/2" LFTA6 1210 H6 950 (16) 8d x 11/2", (16) 8d) (8) 8d TO PLATES, (8) 8d TO STUDS SPT24 1030 SP4 885 (6) 10d TO STUDS (6)10d TO PLATE (6) 10d x 11/2" TO STUDS MP34 5251N F1 @ 160% A34 5151N Fl @ 160% (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. HHCP2 800 HCP2 645 (10) 10d x 11/2" TO TRUSS, (10) 10d X 11/2" TO PLATE (12) 10d X 11/2" RT16A 1380 H10A 1140 (9) 10d x 11/2" TO TRUSS, (8) 10d X 11/2" TO PLATE (18) 10d X 11/2" MUGT15 & PHD4A 4175 VGT & HDU4 4565 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"0" TO WOOD, (10)-SDS 1/4"x2 1/2" W/ THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHDSA 4175 VGT & HD7B 4940 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/ THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z 2200 6665 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (12) 16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12) 16d TO WOOD PAU66 2380 16005 ABU 66Z 2300 12000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (M IN. 7" EMBED) IN CONC., (12)16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12)16d TO WOOD LTS19+++ 1205 LTT19+++ 1340: -- (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 7" EMBED) IN CONC., (8)10d TO WOOD (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN, 7" EMBED.) IN CONC., (8)10d TO WOOD Ln LTS20B+++ 1100 LTT20B+++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x1-1/2 TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) 10d TO WOOD x HTT45 4160 HTT4 4235 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (18) 16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 2 1/2" Z HTT45 5005 FITTS 5090 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED) IN CONC., (26) 16d X 21/2" (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 7" EMBED,) IN CONC., (26) 16d X 2 1/2" Q UPHD11+ 14395 HHDQ11-SDS 25+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) W53 WOOD SCREWS (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., 124) SDS W x2W WOOD SCREWS PHDSA 6525 HD7B 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC. (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTS TO WOOD TDX8 7870 (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC. (3) 7/8" STUD BOLTS TO WOOD NFM35X12U 2580 7130 MBHA 3.56/11.25 3475 5330 (1) 1/2"' J-BOLT W MIN 6" EMBED & NOT 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 ATJOIST (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM HUS4121F 3060 2710(300%) HUSC412 (WOOD) 3635 2660(100%) (10) 16d TO HEADER, (10) 16d TO WOOD (10) 16d TO HEADER, (10) 16d TO WOOD 3325 (125%) 3265 (125%) oNc uj (D HD410IF (CMU) 1950 5000 HUC410 (CMU) 1800 4500 (18)1/4"" x 3"" WS3 SCREWS, (10)10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) lOd TO WOOD (18) 1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: Z = HD210-21F (CMU) 1950 5000 HUC210-2 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10)10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOD (18) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: HD210-31F (CMU) 1950 5000 HUC210-3 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10)10d TO WOOD. USP (20) 3/16"" TAPPER+, (10)10d TO WOOD (18) 1/4 x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: LGUM26-2 2125 6065 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. +++ MINIMUM EMBEDMENT INTO THE TOP OF BONDBEAM WILL BE S", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" w F- A.T.R. =A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAYAFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THATTHE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING TZ / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153. USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-HWRCAGI6, AND ANCHORING & FASTENING SYSTEMS FOR CONCRETE & MASONRY CATALOG C-SAS-2012 & USP STRUCTURAL CONNECTORS 2015-2016. SOFFIT SHALL COMPLY WITH FBC R703.1.2.1 FRAMING NOTES: 1. HURRICANE STRAPS TO BE MITEK-USP OR EQUAL, U.N.O. 2. TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, U.N.O: * FOR OPEN WEB TRUSSES -TRUSS TO MASONRY /CONCRETE SHALL BE HTA16 (INCLUDING FLOOR TRUSSES). * FOR FLOOR JOISTS (]-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=1S AT 24" ON CENTER MAX. *TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES). 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & M INIMUM WALL & HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES @ EA. END. CUT PITCH & BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 7. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. 8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12. 9. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS. HEADER SPAN CHART SINGLI= STORY APPLICATION SIZE CLEAR SPAN 05L 2 x 6 UP TO V-4' D5L 2 x .5 5'-4" TO "I'-0" D5L 2 x 10 I'-0" TO 10'-0' D5L 2 x 12 10-0' AND OVER TWO STORY APPLICATION DOUN STAIRS SIZE CLEAR SPAN DBL 2 x 6 UP TO 5'-0' DBL 2 x 8 5' -0" TO 6'-4' DBL 2 x 10 6'-4" TO 8"-0" DBL 2 x 12 W-0' AND OVER MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0' TO U.N.O. 4'-11 I/2" -1'-II I/2" AND UP NUMBER OF HEADER STUDS SUPPORTING END OF I-EADER I 2 3 NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER I 2 3 2 X 12 lag SYP) i/16" 055 NAIL (3) 12d 9 ro"-W O.G. TYP. 2x12 BM./HDR. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774,4078 www.abdesigngroup.com L AA #: 0003325 i W P V w O q F q SLTHDrv. de LOT: CREEKSIDE LOT 64 PR.OJECT# 04321.000 060R1 MODEZA 4EBB "1828-CALI" GARAGE SVMNCx: LEFT PAGE: CONNECTOR SCHEDULE 160 MPH EXP C ARCHITECT STATE OF FLORIDA ROLAND A.ABOUCHACRA 6 AR NO 93723 D AT ` 06/01/18 ATE: 8CALE: 1 /4"- V - 0" 4.1 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 126V OUTLET 20 AMP SINGLE POLE 110V OUTLET 110V OUTLET 117 am CUTLET WIRED TO GWITCH GPI IhvV OUTLET EGLLIPED 1110WO FAI1L NTEf40-tER (TAMPER 7 RESISTANT TYPE) 220V OUTLET (4) WIRE CONNECTION EXr. WATERPROOF GR=O FAUI..T OUTLET NTERIBJPTER S WITCH SWITCH 9-WAY OPER 64 SWITCH 4-WAY OPER. WALL MOWTED LIGHT CEILING LIGHT VP VAPOR PROOF `Qi `O\ RECESSED CAN �- WALL SCONCE PR`c-WIRED �VV7 VENT. PAN VENT. PAN W/LIGHT FIXILRE ISPECl6 TW BT HP OWNER'S SUITE € 0--� PRE -WIRED \ CLG FAN \� I Cr" PER SO. Pr.I H S.D. ____... U /jam U I �'7� IJ 2-5LLLe WRAP AROUND 2' FLuoRESCETIT 4'PLUORESCENT 4' TRACK L04T 0 PANEL METER O S.D. j BATT. BAr-K-LLP W/ HARDWIRE eMOKE DETECTOR SD WALL MOWJTED SMOKE DETECTOR 5AM BACK -Ulm W/ HARDWIRE 4LL W A DISTANC NOT LESS THEN 4' PENDANT LIGHT Lr�,,.. IL/ NATURAL GAS OUTLET ► TELEPHONE JACK 11144 WATER HEATER IGNITION Wl BE ELEVATED DISCONNECT TO TELEI ISION JACK CEILING eOx REGUIREI O TO W SUPPORTED IN J_5ax ACCORLW B DANCE OX MARKED AS SUC14 FOR C EILNG AS FLOOD LIGHT OPr. SECURITY KEYPAD �• P.B. PUaH-mrraq FOR CHIMEa --�� Use PORT LOCATION OF TV JACKS 4 PHONE OUTLETS i FANS TO ERE VERIFIED • HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO SE ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF FBCR 6TH EDITION (2011). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI 0 ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO BE LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M1501.4 FBCR 6TH EDITION (2011). LAUNDRY ROOM RECEPTACLE SHALL BE GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FBCR 6TH ED (2011). ALL WORK t0 COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011). 0. BATH LANAI CEILING LIVING ROOM MTD. LIGHT OBE INSTALLED, GFI PROVIDE PRE -WIRED \ / J-BOX FOR CLG FAN \ OPT. FAN 1 DINING I ROOM I I^ 01� uI - W.I.C. / FIELD . FP w1 VP —\ — — r — -1 LAUN. o nl CsI BDRM. #4/ I I owl DEAN PRE -WIRED �. I / STGO CLG FAN / F 7\�,QiC/7 RA O 440 I --- AFF. .B. FOR G I GARAGE DOOR WALL MOUNTED LICzI-It W/611ItGI-4 IN Attic / / MI=tE:R � �I � KEYLESS CLGFIXtURE VERIFY q 0- OUTLET IRRICsATION oUtLET o 48' GARAGE ,,,.Tm„x> H- — — — _OUTLET� IN C � FOR DW ABINET 1 GFI CsFI ` �I ` DWI I REF I SINK \ KITCHEN I� PAN. RANGE � / / I I 1 f 4 I 1 1 1 Sc pp \L• CsFI \ GI -TIMES I COACH LIGHT ELECTRICAL PLAN \\,- -HOOD WIRE W/ OUTLET FOR FUTURE MICRO / PRE -WIRED / CLG FAN cst- n� I BATH #2 \\\ BDRM•#2 1 \� PRE -WIRED GLCs FAN W P Panel MAIN - A PANEL: 8t16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN; 150 Amp M.C.B FEEDER: 3- #1 Cu THWN & 1-#6 Cu (G) in 1 1/2" C. OR 3-#2/0 AL THWN & 1-#6 Cu (G) in 1 1/2" G. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #12 1 20 Exterior Receptacle GFI far TUG 1200 1 2 Space #12 2 20 Irrigation rump 1000 3 4 5304 Space A/C Q.U.-1 5 6 Space 7 g 35 2 #8 PANEL - A PANEL: 42 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3-#1 Cu THWN & 1-#6 Cu (G) in 1 12" C. OR 3-#2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire # 12 1 20 Small Appliance 1500 1 2 8000 Range 50 2 #g #12 1 20 Microwave /Hood GFI 1800 3 4 #12 1 20 Small Appliance 1500 5 8 4500 Water Heater 25 2 #10 #12 #12 1 20 Refrigerator 1500 7 8 #12 1 20 Dining Receptacles AFCI 1500 9 10 1200 Disposal GFI 20 1 1 #12 1 20 Bath GFI Receptacles 1200 11 12 1500 Dishwasher GFI 20 #12 #14 1 15 Foyer /Hall !Bed. #2 & tKil Bath #2 AFCI 900 13 14 5000 Dryer GFI 30 2 #10 #74 1 15 LiNng Room, Lanai Lights AFCI 900 15 18 #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 Space 1200 21 23 22 24 1200 900 Garage Lights and Receptacles GFI Owner's Suite AFCI 20 15 1 1 #12 #14 Space 25 26 900 Owner's Bathroom AFCI 15 1 #14 Space 27 28 9pp Extedor Lights and Recept GFI 15 1 #14 Space 29 30 1000 Irrigation controls only 20 1 #12 Space 31 32 Space Space _ 33 34 Space Space 35 36 Space Space 37 38 Space 08 2 35 A/C AHU-1 (Heater 5 KVA at 65°b 5525 39 40 Space 41 42 Space Load subject to demand factor calculations /line 16000 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°k 10000 Remaining watts at 40% 13440 Total A/C load 10829 LOAD CALCULATION IS BASED ON A!C NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Amps (watts / 240 wits) 142,8 General Lighting 8 Receptacle Load Total A/C Square Feet 1$2$ General Lts 8 Rec 3 W / Sq. Ft. Hi -Hats 1 at 65W/Li Mat 100% 54$4 65 Total General Lights 8 Rec (Watts) 5549 Ckts# watts/ckt Total watts General Us &Rec Panel A 9 617 5549 lam ,41'"IP ELECTfRICr4L RISER Not To SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SMALL COMPLY WITH ELECTRICAL PROVISIONS OF THE: FBGR 6tH EDITION (2017), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. B. ALL CONDUCTORS SHALL BE TYPE THI-IN/tHWN UNLESS NOTED OTHERWISE. TELEPHONE POWER COMPANY TRANSFORMER GRADE INTERSYSTEM PROVIDE 150 AMP, 120/240 VOLT, I PHASE -SECONDARY- ELECTRICAL SERVICE. PROVIDE 3 *I COPPER CCU) IN 1-I/2" DIA SCHEDULE 00 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED BY THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR t0 BID. PROVIDE 302/0 GU, THWN + It'6 GU IN 2° CONDUIT OR 3 04/0 AL, tl-4WN + 1% CU IN 2" CONDUIT. (CONDUIT t0 TERMINATE ABOVE SOFFIT a OVERHANG.) COMBINATION SERVICE: 150 AMP DISCONNECT SWITCH AND 120/240 VOLT ELECTRIC METER IN I PHASENEMA 3R ENCLOSURE I" ILO e O PANEL 150A/2P MCB SERVICE ENTRANCE EQUIPMENT BONDING: TERMINAL AT LOW VOLTAGE CONNECTIONS GABLE TELEVISION SERVICE ENTRANCE EQUIPMENT - 104 CU SERVICE GROUND CONNECTED t0 CONCRETE ENCASED FOOtER STEEL PE=R ELECTRICAL PROVISIONS OF THE FBCR 6TH EDITION C2011U. 5/8" DIA X 8 Ft LONG COPPER COPPER GLAD GROUND ROD 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 1 W r7 U w O F 4 F a ^r 9U9aIV. de LOT: CREEKSIDE LOT 64 PR.OJZCT* 04321.000 060R1 �taoaaLA 4EBB "1828-CALI" G'ARACiM 1911IN'Ci': LEFT PAGE: ELECTRICAL PLAN 160 MPH EXP C DAB; 06/01/18 13iiUET �i CALI EQUIPMENT SCHEDULE 3 TONS MFG CARRIER C.U. 2bH5C536A*30p A.W.U. FX4DNC5,F1031L NEAT 5KW SEER 15 SEER TOTAL GAP 34800 ELECTRIC 208/230/I14P 5RKR G.U. 35 A.N.U. 35 REF LINES 3/4' E 3/8° ] VAC PLAN h rq yrfq W ti ri Q F F stmi)rV. a LOT: CREEKSIDE LOT 64 PROJECT# 04321.000 060R1 MODZU 4EBB "1828-CALI" GARAGE BVFMG: LEFT PAGE: HVAC PLAN 160 MPH EXP C 06/01/18 mcALE: 1/4"=1'-0" 1 SHEET pw V) !U b REBAR VERTICALLY YU GONG POUR CELL 6EE ETIERBY CODE FORMS FOR INSULATION R-VALUES ? TEXI'UED FINISH L v Q B' CI`N IA' GYP' 11L. SP. WOQP BASE S z q STOP ° ° -. 4GONG REUFORCED W/ i'X6' o L I> a WIAXWIA WLF OR FIBwR VW ON 15 ° 6-MIL VAPOR RETARDER ON 0 L - WELL-COMPACTEP CLEAN FlLL. '- ... TERMITE TEAIM04T TO BE BORA-CARE APPLIED AT FRAMING, z T4" 1'-0' 4' . (2) b EDAR ON CHAIRS 1-STORY FOOTING W/ BLOCK WALL 1 SCALE: IA'•I'-®' 4' GONG, REINF. W/ 6'xb' WA)U" PALM ON POLY ETHYLENE VAPOR RETARDER L > i��rt-MIL N DELL -COMPACTED CLEAN FILL VNIMITw TREATMENT SHALL BE BORA-CAFE (U b EISAR CI CHAIRS 4 THICKEN EDGE w� w z�q L a 0 a &'X6' WL4)0.4 CA I-. VAPOR -CC&IMPAGTE CLEAN FILL TREATMENT TO BE 'q . E APPLIED AT MRAMING. b REBAR ON C44AIRB w 4" 4" 1-STORY FOOTING 4A AT FRONT PORCHES 00�9 6Ti1D6 iep2*2;:� MAX S"1° W' A. SE T. P 6L ER W/ }' PLATE TO BLAS UV 10d . PLATELAB W/;' WASHER T T W1ER I' ,, �IN. • OC MAX NAIL 32' O.C. MAX . MOIL 32. AX 4 RERFORCEDW/ 6'X6' WIA)WM WIF F16EWE6H ON 6-MIL. VAPOR 4-' RETA ON DELL-GC7MPAGTEb CLEA FILL TE TREATMENTTO BE m BORA- APPLIED AT FRAMING. q" p_@ q° 1,_$, (2) b REBriR CHAIRS 1—STORY FOOTING AT L. B. W. (W/ UPLIFT) r m 1 n 4' CONC. ER'F. W/ b'x6' YII,4XWIA0 YJJM ON 6-MIL POLY ETHYLENE VAPOR RIETA.APMR ON HE I -COMPACTED CLEAN q 4' Fl�ATEOR`7 S TREATMENT SHALL BE GARAGE STEP-UP 5 NON -BEARING E, S' _ FILL Tt1RMITE TMENT TO SE BOIRA-CARw RED AT FRAMING. 4' 1' 4° (3) b 1EBAR ON IRS 2 0 2-STORY FOOTING (� 1 AT L. B. W. 2 SG4LE:I/2'.I'-0" HEIGHT OF GARAGE VARES WITH SLOPE wN ' Eo �INLD SE M�W B' wP- mEjX EXPAN610N Y REINFORCED W/ 6'X6' wAmm 4' IAXWIAO WlM ON WU- FIBERMESH ON 6-MIL VAPOR 6-MI PO Y ET VAPOR RETARDER zRETA R ON UELL-COM PAGTED CLEA' r1 eAN FILL TERMITE FILL, TE TREATMENTTO BE A L Bw BOP./1-CANE in 4' SORA-CA APPLIED At FRAMING. (u (2)b FIEE A.AIRS ESIBMION-1- RAGE STEP- GE STEP-UP NON -BEARING . W/ UPLIFTEXTENDED STEP TO'IBE MIN. U CO QMG W/ BECUFE P.T. M 04L W/ . C j n'xe' T' Y E1MBP�. 32' A N W > a°" . W/ 6'xb' WAXWIAO WUM w ° ON -M Y ETHYLENE VAPOR R ON DELL -COMPACTED CLEAN INF. WV 6'x6' WIA)WAAO WIfM a FI CARE TREATMENT SHALL Bw % ON 6 POLY ETHYLENE VAPOR ra a" ER ON WELL -COMPACTED CLEAN F TERMITE TREATMENT SHALL SE a z w (3) b ON CHAIRS u z (2) b ON CHAIRS L ARAGE STEP-UP 2-STORY L.B.W. 6E EXTENDED FOOTING GARAGE STEP-UP 1-STORY L.B.W. scALe: I/2'=I'-�^ W/ UPLIFT @EXTENDED FOOTING ° AB "R' 1/2' �66 E6 0►� 6 V SGALE: in'=P-0" z - (1) 45 IEBAR VERTICALLY W/ CONC, L - POuRED DELL EINF. W/ 6'x6' WAXWIAO WLM SERE ENERGY = ° •. a ° ON 6-MIL POLY ETHYLENE VAPOR INSULATION R- • - RETARDER ON DELL -COMPACTED CLEAN tbcTWED I rERMfTE TREATIMENT SHALL EE -CARE Kx (2) b ON G ON m LAB AT GARAGE 7 SERVICE DOOR -0' w 5TOI. & 4' CONC. REW-ORGED W/ 6'Xi' z_ WA)(111I.4 IWF OR FISERMESH ON L < 6-MIL VAPOR RETARDER ON 0L-COMPACTED CLEAN FILL. ITE TREATMENT TO BE -CARE APPLIED AT FRAM (3) b IE ON CHAIRS 2-STORY FOOTING j W/ BLOCK WALL iu scaLE:ln'=r-(o^ (1) b REDAR SET IN GIMPSON HIGIN 6TENGI4 EPDXY 6' WINED. MIN. L 4' GONG, REINF. W/ 6'xb' WIAMUAS a.< WLM ON 6-MIL POLY ETHYLENE VAPOR RETARDER ON ..°6 WELL-COI'MPACTED CLEAN MILL TERMITE TREATMENT &HALL SE BORA-CARE TYP. RETROFIT FOR &qmwaHLs__ b REBAR VERTICALLY W/ COFNG. PONkED CELL V CNN z 1= a NOTE: OPTIONAL use OP _ �I : CONCRETE CURB • GARAGE WALLS TO Bw DETERMINED BY 5�� BUILDER BY DIVISION STOP CUR® HEIGHT VARIES w w e W z >z O 4' CONG REINFORCED UV •'X6' WAXWIA YILF OR MISER'MESH ON 6-MIL. VAPOR _ RETARDER ON YELL -COMPACTED CLEAN _ a FILL. TERMITE TREATMENT TO ME 1 DORA-CARE APPLIED AT FRAMING. 4', 1 -0" 4" (2) b REDAR ON CHAIRS NO o�u r 1-STORY FOOTING �AT GARAGEGARA�E y ' LONG REINFORCED W/ MIL_ WIA.)O11L4 W OR FIIBE N &EL -C OHMIC VAPOR z T RET R ON DELL -COMPACTED CLEA FILL. IV TEATMENT TO BE I O - X APPLIED AT FRAMNG. 1B' (2) b IE CHAIRS 1-STORY FOOTING (� AT L.B.W. (W/ NO -UPLIFT) SCALE, II HEIGHT Cr- GARAGE VAR1E6 WITH SLOPE ° !_ 'LONG R=IPFORCEP Wl 6'X6' WL4XW.4 OR mall; IEBH ON b-MIL. VAPOR z U-' ER ON WELL-COMPACTEP CLEA E FILL. ITE TREATMENT TO DE ,� BORA- APPLED AT f4R1iTMIN16. < 0 C91 b CHAIRS GARAGE STEP-UP 2-STORY L.B. W. W/ UPLIF (63 A SGALE: I/2'=1'-0' I - - IGHT VARE6 a 4' GONG REINMORCED W/ b'X6' WL4XWLi F e ' OR FIMRf'M6H ON 6-MIL VAPOR d R ON WELL -COMPACTED CLEAN ITE TREATMENT TO BE SO IE APPLIED AT FRAMING. F e 8 .4 (3) b QN CHAIRS �F m 2m Y 2—STORY FOOTING RR AT GARAGE�� SCALE; 1/2'=I'-0' - Y - m pa R6BAR .) , , OR R d E3' L 12, MIN. -- 3 STAIR DETAIL SCALE: I'•I'-S' STUDS 16' HEAD Oro z2&Wp61*2&0AY6 K AM RER.FORCED W/ h x 6 - WL4AUTA WlI1M. a w TTE TO BLAB W/ ISd • 32' OG. MAX GONG R'-INFORCEP W/ b'Xi' WIAXWI. a, R FIBERMESH ON 6-MIL. VAPOR i RET ER O4 YELL-COTip'ACTED CLE FILL. ITE TREATMENT TO BE BORA- APPLIED AT FRAMING. GARAGE 1 L.B.W. W/NO (2) b MBAR CHAIRS STEP—UP UPLIFT v� SCALE:I/2'=I'-0' GRADE 'xi' WL4XWAS WLM -MIL ETHYLENE VAPOR I RELL-COMPACTED t w CLE L TERMITE TREATMENT SHALL 2'- 4° b REBAR ON CHAIRS 9 C CRETE PAD I' 6GDZ). TRACK FOR ACK FINI8I4 FLOOR w Y �n�Jl�a 8. aa� aoy ' 1 O SLAB AT S. G. D. 8CALE: 1,4-0, TIE VERTICAL IEBNR 70 HORIZONTAL REBAR W/ 10' HOOK GROUTED BOND BEAM 14 NOT USED OA(LKOLI AND REAL a GAS LINE z POURED LINTEL CONT. t".) I;' Pvc 6LL6vs �NOT USED � �p C a " .. 6' CMU FILLED CELL (TYP.) FOR GA6 LINE 6' PVC CHASE THRJ FOOTING 2X WALL MRAMING O S' cm I-S(4)NxT' ANCHORc2) m3 REBAR ON CHAIN SOLT6 or (4; Nx-T' �112' DRYWALL Y J-BOLT6 M&' 12MSE91'EVt W/ 2'X2'XIAS' (2) b N WASHER AND NUT BRACED EVENLY FROI'M WOOD SAGE 2-STORY FLOOR TO BOND MAM. SET IN JONTS (3) b REBAIR ON CHAIRS PRIOR TO FILLING. (SLEEVEP ANCHOR IN 601-I0 POUR ACCEPtASLE RETROFIT) .. EXT. /INT. FRAME WALL TO a° 15 BLOCK WALL CONNECTION VERTICALLY W/GCNG FVJR CELL SCALE, V)'•I'-S' WE ENERGY CODE FORMS FOR �r ' 16 . . - z WOOD BABE Li , <, 1^J a 4' CONC, REINF. W/ 6'x6' WAkWL40 WYM NOT USED - I< I / N w L ON 6-MIL POLY ETHYLENE VAPOR , RETARDER ON NIELL-COMPACTED CLEAN 'u FILL TERMITE TwATMENT SHALL Bw t0 0 DORA-CANE »° TIE (2) b REBAR 0 I -STORY ds ES (9) b REDAR � 7-STORY �n a OUTSIDE ESAR TO BE tp ° a CON NNUOl6 _ 6' PVC GHA6E THRU FOOTING . 1 45 VIEW. _ L)APPEP BOND (BEAM ° m d (U b EDAR AT CORlER6 L I -STORY a W/ 28' LAP MIN. in 3 4' 8° 4° - (2) b REBAR ON CHAIRS 2-STORK 2'-1" MIN. LAP 0) b "AR ON CHAIRS HORIZONTAL/VERTICAL PIPE THROUGH ('per REINFORCING REBAR LAP AT FOOTING TYP. REBAR LAP 1-STORY FOOTING B C AT WLOK WALL CORNERS E ISL LIB EXTEl:?.IOR FOOTEIRS AT F-INISI-T S]CLAB'S TO BE MINT. 12" BELOW UNIDISTUIZBEID SOIL: NOT USED Nm w a l ° ° - a . G.. REIW W/ 6'x6' UYAXUL41V WUM " -ML POLY ETHYLr E VAPOR TAMPER ON YELL -COMPACTED CLEAN a FILL TERMttw TMATMENT 614AW-Bw -CARE ll t2) b ON CHAIRS L mO 4' I' 4" -a" GARAGE STEP-UP 2-STORY L.B.W. W NO UPLIFT @M,ENDED FOOTING GALE: b2 GARAGE FOR v t*4'00INIC, GARAGE DOOR WINE. W/ 6'x6'WAXWIAS WlM ON MIL POLY ETHYLENE VAPOR RETARDER ON LL-COMPACTED CLEAN FILLTERMItE EATMENT SHALL BE SORA-CAE (1) B RE15AR ON CHAIRB 11 GARAGE DOOR FOOTING SCALE. IG'•I'-0' —` ��UPC p�� REC mall► 0��`a� n Yl t_�1111111111® L FLR 13GI1 RE-DAR - a y 1 HOCK as �C /HO RIZ 0 NTAL/VERTICAL REINFORCING AT r�"� BEARING CHANGE CONTROL, DATE: 07 /01 /15 1 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w U 4 O 0. W F A ti stnmm CREEKSIDE LOT 64 PROJECT�jf 04321.000 06OR1 MODELA. 4EBB /� "1828—CALI" GARAGE v lRn4G- LEFT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP C DA�TZ:: 06/01/18 scALm 1/4"=1'-0" SHEET n1 FIBERGLASS SHINGLE" OVER 030 FELT PAPS INSTALLED PER F5C RR905.1.1 ON a' 01 SHEATHING OR ? CD PLYWOOD SECURE. PER FASTENE' 5CHEDUL PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EM5ED. STRAP VERIFY W/ TRUSS PLAN THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY LH z0 yly 1- STORY LO TB CK KWALL SCALE: 3/4" e' CMU 'DRYWALL I'X4' OR I'X2' P.T. NAILER ❑ II P.T. OR II MIN SECURE THRJ FRAME 4 ❑ EXTEND I-Y1 INTO BLOCK W/ %' TAPCONS OR DRIVE PIN (MIN SHANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT I-Y1 WITHIN V OF EACH END 4 18' O.C. MAX SPACING POOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MANUFACTURES DETAILS. NOTE, SWIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEEDYI) DOOR JAMB TO BIDCK +9 4 OR +6 4 WINDOW TO BLACK +9/ OR +6/ p' , 3/6%I-0• iEE ENERGY CODE FORMS FOR qSULATION R-VALUES GYPSUM BOARD OR J" HIGH TRENGTH CLG. 501 ONC. FILLED LINTEL 5LK W/ (U i RE5AR CONTINUOUS RECAST LINTEL HE ENERGY CODE FORMS FOR SULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) 05 RE5AR VERTICALLY W/ GONG. POURED CELL Ix2 P.T. FURRING STRIPS 0 16" O.G. 8" CMU 1/2" GYP, WL. 5D. WOOD BASE FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER F5CR RRS05.1.1 ON 1g' SHEATHING: OR �" CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ 1/2"x9' A.B. w/ 2' DIA. WASHERS, -I' MIN. EM5EDMENT WITHIN 8" OF EA. END, 32' O.C. MAX IN FIELD. GONG. FILLED LINTEL 5LK W/ (U 05 REBAR CONTINUOUS PRECAST LINTEL 5/8" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) w5 RE5AR VERTICALLY W/ CONC. POURED CELL 8" CMU Q „I rIN mw 1-STORY GABLE BLOCK WALL 5GALE: 3/4" =1' -0" 2x4 BLOCKING BETWEEN TRUSSE5 AT FIRST FIVE BAYS 4'-0' O.G. (AT SHEATHING SEAMS) 5TIFF5ACK AT ALL UPRIGHTS OVER 4'-10' HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) `— CONT. 2x4 RAT RUN SECURED W/ (2) 12d's m EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/8" GYPSUM 5OARD OR 1/2" HIGH STRENGTH CLG:. 50ARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST GONG. SILL -Ix2 P.T. FURRING STRIPS a 24" O.C. 1/2" GYP. WL. 5D. WOOD BASE 2X4m SECURE TO mocK W/ W 2X4o 2X4a1 TAPCONS OR DRIVE PIN SECUIRIE TO BLOCK W/ )W SECURE TO BLOCK wN1 7APCONB OR DRIVE PIN !MINI SHANK SIZE MIN. HEAD 61TE 3000 TOR DRIVE PIN (MIN.IN. SPANK NK BITE (MIN. SHANK SIZE J45 MIN. EMBEDMENT I Y1) .1 MIN HEAD SITE 300 . MINHEAD SIZE 300 8' CMU WITHIN 8' OF EACH END 1 10' P.G. MAX SPACIhKs NOTE: STRUCTURAL 2x MUST BE MIN pNBEPMENT I Y1) WITHIN 8' GF EACH END a EAC44 E NOTE` STRUCTURAL 2X MUST BE MIN EMBEDMENT I Y4'> WITHIN e' OF EACH END 4 NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED lj' pRi'WALL I'X4' N 1 L P.T. NAILER �rlx4 ON OUTSIDE 4 SECURED THROUGH 2X6m NON-STRIJCTLLRAL i(.' TAPCON sT 18' O.C. MAX x CN OUTSIDE a SECURED THROUGH NON-STRUCTURAL 94' 18' O.C. MAX SPACIWC 2XG,s THROUGH NON-87RUCTURAL W6' P.T. OR 4s'X4' MIN. SECURE THRU SECURE TO BLOCK WR-11(�' MIN EMBEDMENT INTO 2X6as TAPCON MIN 144' EMBEDMENT SECURE TO BLOCK 7APCON MIN I Y1 EMBEDMENT INTO BLOCK �fMV&'ATMAPG=DRIvvIA' INTO ��K W/ TAPCONS OR DRIVE PIN BLOCK SECURE TO BLOCK INTO BLOCK W/1-1/4' TAPCONS OR PIN (MIN SHANK SIZE .148 WR-i(y' TAPGONS OR DRIVE PIN (MIN SHANK SIZE J45 MIN HEAD SIZE 300 I DRIVE PIN (MIN SHAW SIZE J45CMU MIN I-EAD SIZE 300 MIN EMBEDMENT I Y1) D1RYUTALL (MIN. SWANK SIZE .145 ' OMU MIN HEAD SIZE 300 ENYsENp WITHIN B' OF EACH END 1 'X4' OR I'k2' P.T. NAILER MIN NEAP 812E 38>0 1f' DRYWALL MIN EMBEDMENT • DRYWALL W HpIN V 1 18' OG. MAX 18' O.C. MAX SPACING. ❑ 2 'm MIN EMBEPI" E I I Y♦') WITHIN V OF EACH END 1 'X4' OR I'X2' P.T. NAILER I. WITHIN V OF EACH END 4 18' O.C. MAX SPACING. 'X4' ORNAILER SPACING SECURE TO BLOCK WQ-a1(r' W6. O$$. X 4' MIN. 18' OG. MAX SPACING. TAPCONfi OR DRIVE PIN DOOR CASING !MINI SHANK SIZE 2X8� SECURE 70 BLOCK WR-' SEC2XSURE SECURE TO BLOCK W/1-I/4' 7b' O$.B. X 4' MIN DOOR CAGING .148 MIN HEAD SIZE 300 DOOR JAMB OR WINDOW MIN EMBEDMENT I Y1) TAPCONS OR DRIVE PIN ITTtt�L SITE U46 DOOR CASING DOOR JAMB OR WINDOW TAPCONS OR DRIVE PIN (MIN SHANK SIZE .14b POOR CASING DOOR JAMB OR WINDOW DOOR AITACµJ O IX MRRNMpANUFACTURES ATTACH TO 2X PER WITHIN 8' CF EACH END 1 MADETAILS. MIN 'a'p 812E 347D ATTACH TO ZX PER MIN HEAP SITE 300 MIN, EMBEDMENT I Y1) AT1'AGH 70 7X PER MANUPACTURE6 DETAILS. DETAILS. 10' O.G. MAX SPACING. 149 MANUFACTURES DETAILS. WITHIN B' OF EACH END 4 NOTE: SHIM AS NEEDED To PLUMS WMN.EMBEDDMI 1 IB' OG. MAX SPACING. � :SHIM AS IW TO PLUMB IV O.G. MAX SPACING. NOTE, SWRT AS NEEDED TO PLUMS Ys) "rr AS NEEDED 40 PLUMB JAMB (DO NOT EXCEED Al) JAMB MDO NOT EX�DY11 JAMB (DO NOT EXCEED JAMB' MDO NOT ExCEED DOOR JAMB TO BLOCK +1-I5/1¢' DOOR JAMB TO BIDCK +3' DOOR JAMB 1q BLACK +3-7/IB' DOOR JAI0 TO BLACK +3/4 OR +5/4 L. WDOx1W TO HIACK +1-15 8 (1 WINDOW TO BIDCK +3" WLNDOW TO BLOCK +3-7/18" /1 WBdDOW TO BLOCK +3/4 OR +5/4 2X4a 2X4:m 2X4:® SECURE TO BLOCK W/ W 2x4= SECURETO DR VE 1 ' SECURE TO BLOCK W( %, OR DRIVE. PIN SECURETO O K TARCONOR TAPCONS OR DRIVE PIN MIPCONS SHANK � MIN OBLOCK PN (MIN. SHANK SIZE .145 (MIN SHANK SITE 0 HEAD SITE 300 (MIN SHAWL SIZE .145 MIN HEAD SIZE 300 0 MIN HEAD BITE 30O MIN EMBEDMENT 1 A') WITHIN MIN HEAD SIZE 300 MIN EMBEDMENT I Y18' WITHIN 8' END 1 IB' O.C. MIN EMBEDMENT I Y') WITHIN( # OG. e' OF EACH END a 18' O.G. MAX SPACING. NOTE, STRUCTURAL 2X MUST MIN EMBEDMENT I Y1) WITHIN V OF EACH END 1 NOiE: STRUCTURAL 2X MOT MAXEACH X SPACING. 8' MAXEACH END 4 18' X SPACING. NOTE: 2X MUST 2X6� BE ON OUTSIDE /SECURED 18' O.G. MAX SPACING. ON OUTSIDE 1 SECURED 2X6,m OUTSIDE 4 BE ON OUTRIDE 1 SECURED SECURE to BLOCK THROUGH NON-STRUCTURAL 2X8m THROUGH THRC4X'aH NON-87RUG'ILIRAL SECURE 70 BLOCK WIR-(1(„' SX&U TO BLOG< W/J-yi(r' THROUGH NON-STRUCTURAL TAPCON MIN I-Y1 W/J-9Ns' TAPGONS OR %' TAPCON MIN I -Al EMBEDMENT INTO BLOCK SECURE TO BLOCK W/1-1/4' W6' TAPCON MIN I-& EMBEDMENT INTO BLOCK TAPCON6 OR DRIVE PIN (MIN SHANK 6IZE J45 TAPCoNB OR DRIVE PIN (MIN SHAW SIZE .148 EMBEDMENT INTO BLOCK DRIVE PIN (MIN SHANK SIZE .145 TAPCONS OR DRIVE PIN (MIN SHANK SITE .145 MIN HEAD SIZE 3M MIN HEAD fiIXE 30!(1 MIN HEAD SIM 300 8, GI`7U MIN HEAD SIZE 300 MN. EMBEDMENT 149 MIN. EMBEDMENT 149 WAIN 8, I MIN EMBEDMENT 149 )S' DR7WALL MK EMBEDMENT I YV V CMU WITHIN 8' OF EACH END 4 15' MAX SPACING. V CMu V OF EACH END 4 B' OG. �: PRrWALL a IB' WITHLN V Or EACP END OG. MAX SPACING. � I'X4' OR 1'X2' P.T. NAILER g1T01G. MAXOPAGNG. END 1 15' DRYWALL OG. A' DRYWALL MAX SPACING. ❑ I'X4' OR DO' P.T. NAILER 2XB� NO 2X SECURE TO 2X8a ❑ I'X4' OR I'xR' P.T. NAILER 2X8,® I'X4' OR DO' P.T. NAILER OOR CASING 2X8a,s SECURE t0 BLOCK WR-)Yr,' SECURE TO BLOCK STRUCTURAL MEMBER SECURE TO BLOCK W/I ' P.T. X 4' MIN SECURE TO BLOCK W/t-'1(`' TECURE OR W/2-�1(r' TAPCONS OR W/(2A2d WITHIN V OF EACH TAPCONS PIN IN OOR CASING TAPCONB OR DRIVE PIN (MIN. SHANK SITE J45 [POOR (MIN SHANK SI DRIVE PIN END a 6' TO 8' O.G. MAX (MIN SHANK SIZE U48 MIN. HEAD SIM 300 JAMB OR WINDOW MIN HEAD SIZE Lt�4 DOOR JAMB OR WINDOW ATTACH TO 2X !1"IIPL SHANK SITE .145 MIN HEAD SITE 300 OOR CASING DOOR JAMD OR WINDOW MIN HEAD SIZEMIN MIN EMBEDMENT 1 Y<') OW q�,qµOSX EMBEDMENT I Y4•) WTTHIN ttACH t0 2X PER EACH END 4 18' OG. MAKWACTURES DETAILS. MIN EMBEDMEH( V OF EACH ENG. PER MANUFACTURES DETAILS. MIN EMBEDMENT I Y4) TTACH TO 2X PER WITHIN 8OF EACH END 1WITHIN PERVOF ANUFAGTUREB DETAILS. MAx SPACING. . SHIM AS NEEDED TO PLUMS MAX SPACING.NOTE, 04" AS NEEDED TO PLUMB VOF EACH END 1 MANUFACTU ES DETAILS. IV 01 MAX SPACING. NOTE, A9 NEEDED TO PLUMB I8' OG. MAX SPACING. NOT1=, SHIM NEEDED PLUMS JAMB (DO NOT EXCEED Y1) JAMB (DO NOT EXCEED Y1) Do JAMB (DO NOT EXCEEDY<') cr 41 JAMS (PO NOT EXCEED Y1) DOOR JAMB TO BLACK +1-1 2" DOOR JAMB TO BLACK +8 ����} DOOR JAMB TO BLACK +3" DOOR JAMB TO BLOCK +3 3/4" in1 WDIDOW TO BLOCK +1-1� WDiDOW i0 BLACK +2 1/4 WNDOW TO HIACK +3' /� WINDOW TO BI OCK +9 3/4" SCALE, 3/8'.I'-0' " Es 3/8'=1'-4D' '` SCALE: 3/B'=I'-0' 4i SCALE, 3/8'=I'-0' FASTENER SGHE�ULE NAIL REQUIREMENTS TOP CORD BLOCKING AT 4' ROOF DIAPHRAGM C a USE 1/I6' OS.B. OR 1/2' CDX PLY WITH •8 RING SHANK GUN NAILS AT 4" O.G. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT (p" O.G. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE •S GUN NAILS • 4' O.G. SIZE HEAD I LENCPT41 DIA NSILE STR. ad ROUNDMODIFIED 17/8' .113 11 OR T 10d ROUNDlMODIFIED 21/8' 128 I'10000 OR T O.C. MAX IN FIRST 2 FRAMING NOTE e SPACES AT EACH END. TYP. Ex- SHEATHING ATTACHMENT a u RAFTER OR TRUSS FOR SHEAR 4 UPLIFT (O.S.B. TO BE STRUCTURAL o GRADE) CONNECTORS FROM STUD TO PLATE ARE o ROOF SHEATHING NOT REQUIRED EXCEPT s OPENINGS EXTERIOR SHEATHING NOTE: NAILS 'OBE M_G. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL AS OCIATION USE 1/2' CDX OR 1/16' 085 PLY WITH 08 RING SHANK GUN NAILS AT 6' I. 0.113 INCH NOMINAL SHANK DIAMETE kn ? $ O.G. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' . TOP 4 O.C. q ~ BOTTOM PANEL AND 08 RING SHANK GUN NAILS AT 6 O.G. AT 2. RING DIAMETER OF 0012 OVER SHANK DIAMETE R _ 1 q INTERMEDIATE SUPPORTS OR "f/16' ZIP SHEATHING SYSTEM 3. 16 t0 20 RINGS PER INCH -) �3 ROOF 5+4EATHING LA1''OUT (INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 0280 INCH FULL ROUND HEAD DIAMETER NOTE% -RING: SHANK GUN NAILS SHALL BE PERMITTED AS AN ACCEPTABLE FASTENER FROM ANY MANUFACTURER 5. 2 INCH NAIL LENGTH AND ENDWALL BRAG INCx -ROOF DESIGN PRESSURE BASED ON WORST CASE T BUILDING LENGTH �k �OR CSAP LE END r-RAr-NNG td_kNAIDJn Cnv 7rTJC Z •B RING SHANK GUN NAILS Q 4' OD_ TOP 4 50TTOM EDGES N • FIBERGLASS SHINGLES OVER 4130 FELT PAPER INSTALLED PER FSGR RR905.1.1 ON" O.S.B. SHEATHING: OR J" CDX PLYWOOD SECURED PER FASTENER SCHEDULE70, MTL. DRIP EDGE — 2x4 OR 6 FASCIA PER — ELEVATIONS VENTED A M. SOFFIT — STIFFBAC T ALL — UPRIGHTS OVER '-10" HIGH (SEE SEALED G. FOR SIZE 4 CONDITIO O.S.B. SHEATHING OR J' CD PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR I/16 ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 1/8' 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 SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED A (SEE DETAIL I/WA2— SECURE GA5LE TO 2x6 P.T. —) /A2TE W/ 12d's 8" O.G. MAX PT. PLATE TO 5L /R BOLT W/ 2" W ERPSON HIGH ST NGTH" EMSEO. MIN 32" OCMAX.K, 3 CO PORTLANDT PL TER APPLIEDREC Y TO MASONRY ORY GABLEAULT CLG. K WALL SCALE: 3/411=1' -011 0 2X6 P.T. SECURED TO MASONRY w/ 1/2'xV A.B. w/ 2' DIA. WASHERS, 7' MIN. EMBEDMENT WITHIN 8" OF EA. END, 32' O.G. MAX IN FIELD. PJ "S 2' DECK SCREWS • 6'-5' O.G. MAX a EDGES 4 12' O.G. MAX IN FIELD. UNTHREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING \ TYP. 3/4' 74G SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 2x4 BLOCKING Si=TWEEN TRUSSES WHERE "X' BRACING 15 PRESENT •PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED (2) 12d's a EACH TRUSS TO OE INSTALLED MID. IN - OF TRUSS SPAN, OR 10'- ' O.G. MAX. SEE ENERGY C96E FORMS FOR INSULATION R- ALUF9 ,BOARD OR I" HIGH CLG. BOARD 2x AILER x4 1 24" O.C. m INTERIOR KNEE WALL GONC. FILLED LINTEL 5LK W/ (U a� w5 REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (1) w5 RE5AR VERTICALLY W/ CONIC. POURED CELL Ix2 P.T. FURRING STRIPS m 16" O.G. @" CMU I ' GYP. WL. BD. NOTE: PER 1=5CR ReO2) 1.1 - FOR R001= 5LO \ENT LE55 THAN 4,12, A (2) LAYER UNDERL SYSTEM IS REQUIRED. FOR ROOF SLO4:12 OR GREATER, (1) LAYER UNDER PERMITTED BUT MUST BE PER ASTM II, ASTM D 4869 TYPE IV, OR ASTM D 6751 IX4 DIAGONAL BTM. CHORD BRACING. SEE PLAN FOR LOCATION PRE-ENG'D WOOD TRUSS (TYP) 0 24" O.G. MAX SIMP50N o HETA-16 (TYP) VERIFY 7-W/ TRUSS PLAN CONIC. POURED LINTEL COURSE IX4 SYP LATERAL RE-INFORCING 36' O.C. MAX m TRUSS BTM. CHORD, SECURE W/(3) 10d NAILS 0 EA. TRUSS CHORD GABLE END BRACING SCALE: 1/2' = I' -0" e a z w 08 RING SHANK GUN NAILS • 6" OG. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SHEATHING (O.S.B. TO BE STiUCTURAL GRADE) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W U w ti r4 Pi U W 4 F q aysarv. de IJOT: CREEKSIDE LOT 64 PROJECT# 04321.000 060R1 MODELA 4EBB "1828-CALI" GA tAG'E OWING: LEFT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP C DARTED-. 06/01/18 9CALiM 1/4"=1'-0" SHMET I5ERGLASS SHINGLES VER *30 FELT PAPER I STALLED PER FBCR 2x4 BLOCKING BET N 05.1.1 ON J" o.S.5. TRUSSES AT FIRST C F1 RCsLASS SHINGLES OVER PROVIDE EAVE SH ATHING OR �" GDX BAYS 4'-0' O.G. (A 030 FELT PAPER (OR BAFFLE OVER THE TOP P YWOOD SECURED \r-I5gELASS SHINGLES OVER SHEATHING SEAMSPER A OVED EQUIVALENT) ON OF INSULATION FOR FASTENER SCHEDULE EMBED. StRA APER INSTALLED OS(=iI-�EATI-IINCs OR 2 GDX CLEAR VENTILATION VERIFY W/ T 5S R RR905.1.I ON PL OOD SECURED PER PER FBEG R402.2.3PRE- NG WD. TRUSS PLAN T+41NCc OR" CDXF STENER SCHEDULE 24" OC. MAX. D SECURED PER tENER SCHEDULE PRE-ENG TRUSS XIP' SHEATHINGS SYSTEM _0, (INStALLED PER MANUF. MTL. RIP EDGE SEE ENERGY CODE ORMSIP EDGE TYf=. +' PRE-ENG D. TRUSS TL. DRIP EDGE SEE ENERG'r COD FORMS SPECS.) OR CIA 2X4 OR 2 FASCIA FOR INSULATION R ALUES o.H. ;' 2X4 OR 2X6 ASGIA 24 O.G. X. ? 2X4 OR x6 SUB -BAND FOR INSULATION -VALUES. WOOD SHEATHINGS PER EL VAtI 5/8" GYPSUM 50 OR Ial HIGH STRENGTH LG. BOARD PER ELEV LIONS PE ELEVATIONS III GYPSUM BO OR 2 WR9 LAYER *I, DOUBLE TOP P ATE VENTED ALUM. 5 IT CONT. 2x4 RAT SECURED W/ C2) 12d's g TRUSS VENTED UM. SOFFIT HIGH STRENCsT CLCx. STUCCO WRAP ; • WRB LAYER *2, FORTIFI5ER VENTED ALUM. OFFIt �" TYp. WINDOW HEAD R SITE VARIES SEE ENERGY ODE FORMS FOR BOARD F ''' BUILDING PAPER o.. PER WINDOW PENING SEE 1/2" GDX OR 1/16" $B SECURE t0 WALL P R INSULATION -VALUES # 1,000 UPLIFT SIMPSON METAL LATH HEADER SP N CHART FOR FASTENER SGHEDUL 5/8" GYPS 5OARD OR ONNECTOR SP2 g E FASTEN to WOOD STRUCTURAL 'Y.G. 1/2' GDX OR 7/16" SB SECURE TO WALL R DETAILS ON SHEET D 1/211 HIGH RENGtH CLG. 2 SYP *2 2X8 STU MEMBER MAX Il ; ,' O TEXTURED FASTENER SGHEDU WINDOW A ACHMENT AS PER OR 1/16' ZIP BOARD D TOP ,*--7/8' FINISH + WOOD ON SHEET MANUF URES SPECIFICATIONS SHEATHINGSYSTEM DOU5L TOP PLATE WINpO +LEADER SITE VARIES PLA E 'M' TYPE CONTROL JOINT OR 7/I6' ZI SHEATHING SYSTEM WINDOW ILL (INSTALLED PER MANUF. SPECS.) PER NDOW OPENINGS SEE FRAME to BLOCK CONNECTION SEE DETAIL (INSTALLED PER15/01 2x6 ST PS ® 16' O.G. MAX W/ INSUL. SEE ENERGY CODE HE ER SPAN CHART FOR DE I ILS ZIP SH THING 1" RY WALL 6 METAL LATH STRIP MANUF. SPECS.) FO FOR INSULATION WI OW ATTACHMENT AS PER SYSTEM NSTALLEP 2 I ®,' 6' WIDE STRIP SELF t/8" THICK 3 coat V LUES " NUFACTURES SPECIFICATIONS PER MAN SPECS) DIA ANCHOR BOLT u, ADHESIVE FLASHING, CLEAN �/8 THICK, 3 COAT OR AT Iro O.C. MAX WITH 111 MASONRY BEFORE APPLYING CEMENT PLASTER 4 G SU5FLOOR GLUED AND CEMENT PLASTER INDOW SILL WALL EMBEDMENT AND 2" v' t extuRED APPLIED TO METAL LATH OVER 2 LAYERS REWE:D AS PER FASTENER EPULE ON SHEET D2 APPLIED to METAL 2x6 STUDS is 16" O.G. MAX W/ SHEATHING DIA. WASHER FINISH • MASONRY OF GRADE D LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE 8. cMtl BUILDING PAPER OR OF GRADE "D, FORMS FOR INSULATION 2x8 51rP IT SIMPSON PAPER BACKED LATH Pam BUILDINGS PAPER OR R-VALUES WOOp STUDS SSI S5P1 OVER AN APPROVED PAPER BACKED LATH 4 T 4 G SU5FLOOR GLUED AND AT 12 O.G. MAX STUD VERTICAL CONTROL HOUSE WRAP OVER AN APPROVED HOUSE WRAP SCHHEEDDULEAONPSHEET 02NER BETWEEN DISSIMILAR 25 2x8 P.T. SYP "2 PLATE „e (I) COURSE TIE -BEAM TERIALS 4--SOLE POURED 50LID WITH— TME: DETAIL -15/WA2 PRE-ENG FLOOR TRUSS Z CONCRETE. CIJ °� N. .5. (INSTALL PER MFG. SPECS.) w Z IL Q REBAR HORIZONTALLY CONC. FILLED LINTEL' 5LK. W1 (1) *5 RE5AR /� GYPSUM 50ARD OR }" HIGH STRENGTH CLG. BOARD DETAIL 15/lUA2 O WEEP SCREED PER PRECAST LINTEL " T 4 Cs SUBFLOOR GLUED Np SCREWED AS PER CONTINUOUS [ IX2 NAILER/DRAFT SLOP PRE-ENG FLOOR TRUSS (INSTALL PER MFG. SPECS.) {� tu ASTM 926-G a 1063-G O (SEE DETAIL 2/D3 WINDOW ATTACHMENT AS FA ENER SCHEDULE ON SHEET D2 Q° GYPSUM BOARD OR }° z w PER MANUFACTURES SEE ENERCSY CODE FORMS HIGH STRENGTH CLG. BOARD w 5PECIFICATIONS FASTEN 2X4 BBON FOR INSULATION R-VALUES IX2 NAILER/DRAFT STOP O GMU) W/ (5) 126 N 5 A " PRECAST LINTEL u- z � 6 "`5 REBAR 1 PRECAST SILL I1 I%1 GONG. FILLED LINTEL 5LK W/ += w O.C. MAX, IN PRE -EN OR SS WI OW ATTACHMENT AS PER (1) M5 RE5AR CONTINUOUS Z ft w CONCRETE (INSTALL EG 5/8' THICK, 3 COAT FACTURES SPECIFICATIONS MA F ENERGY EE CODE FORMS (L/ Z POURED C L, 2 P.T. FURRING STRIPS PORTLAND CEMENT PRE AST CONCRETE SILL R INSULATION R-VALUES O s) VERIFY P 16" O.G. GONG. F I L BLK W/ PLASTER APPLIED P CAST LINTEL LL LL I1 PLAN. 811 MU C1 B CONTINUOUS DIRECTLY t0 MASONR (1) *5 BAR VERTICALLY W/ CON POURED CELL WIND ATTACHMENT AS PER MANUF GTURES SPECIFICATIONS z o R-4.141 1/2" YP. WL. BD. IB B O N 5/V THICK, 3 OAT o IN CATION IX2 P.T. FL LNG PORTLAND NT PRE-C T CONCRETE SILL (I) �p4 NTINUOUS REBAR FASTENING D E T STRIPS ® „ O.G. PLASTER LIED WOOD 5E�j all DI TLY TO (1) 05 RE5 R VERTICALLY 4 O " SCALE: 3/4"=1'-0" (GMU I/2 GYP. WL. D. ASONRY W/ CONC. P RED CELL 9 m z 11� * 4 REBA 48 LONG Q WOOD BASE Ix2 P•T, FUR R G Qr <[ {� W/6' HOOK 24' O.C., Z ? 0 -m STRIPS a 24' Z. O = r MIN. 24" IN S RooF TRUSS UPLIFT FIN. FLR. 8" CM v = 2'-O" CMIN. GONNEBC 4 o w 1/211 GYP. WL. Bp. 4 IN SLAB) FOOR CLARITYrsEE WOOD BASE - ! SHOP DUICSS-) .� I O" d Z q a 6 ° i � O 4. p •: . a FLR• W LL I 8° II II II 3 1/2 GONG., REI W/ 6 x6 q W C ° W1.4XWI.40 WWM ON -MIL 4- EXTERIOR WALL SHEAtH1fN TIO N — - .° POLY ETHYLENE V POR eE 2—STORY 2—STORY = L OOD ° RETARDER ON ° TO BLrASTEN _TOP PLACW ATE W/USPSPT24NAIL .r ;°: WELL -COMPACTED GL AN PER MANUF. SPECS. WALL WALL r, ` FRAME TO j �/611 FILL TERMITE TREATME T SECTION SECTION LOCK WALL ° 2 o SHALL BE BORA-CARE SECTION AT TOP B R CONTINUO Of l OF EXTERIOR WALL SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0' CHAIRS SCALE: NtS FIBERGLASS SHINGLES PRE-ENG GABLE: TRUSS F15ERGLA55 SHINGLES OVER *30 FELT PAPER _ VER *30 FELT PAPER PRE-ENG GABLE TRUSS NOTE: INSTALLED PER FBCR RRS05.1.1 ON �" O.S.B. SPF STIFF5AGK (SEE SEALD TRUSS ALLED PER F5CR RRB ION " O.S.5. SPF STIFFBACK (SEE SEALD TRUSS DIAGON AGE m XTERIOR WALL STUDS PLACE STRAPS SPAS WALL SHEATHINGS AND FASTENED AS sHouw ENG. PACK FOR SIZE 4 CONNECTION) ENG. PACK FOR SIZE 4 CONNECTION) CENT of TRUSS wltH ONE SHEATHING OR }" CDX 2x4 SPF BLOCKING BETWEEN $HEAtHIN �° GpX 2x4 SPF BLOCKING BETWEEN S OR HIGHEST FASTEN STUD O ®LOCK WALL EAC 4TwINDOWB s STUD PLYWOOD SECURED PER FASTENER TRUSSES At FIRST (5) 5AYS 4'-0' PLYWOOD RED PER FASTS TRUSSES AT FIRST (5) 5AYS 4'-0" IDGE. DIAGONAL WITH USP MST STRAP WITH FASTENERS AS S . INSTALL SCHEDULENOTE. O.G. (AT SHEATHING SEAMS) D O.G. (AT SHEATHING SEAMS) BRACE: TO BE e ANY STRAP • EA. E UND) (I 0d COMMON NAILS MTL. DRIP EDGE I � SPAN 15 -ID OR GREATER. REFER TO SPACE STRAPS A6 F -110 MPH 'G': 32 OWB� , tuD cm.I4e DIA x 1 In' ) MTL. DRIP EDGE DIAGONAL BRACE CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA f' 4 TRUSS ENG. FOR -160 MPH'c: 32' M ' o— STRAPS INSTALLED OG. MAX. HIGHEST RIDGE. PER ELEVATIONS ADDITIONAL - 14 C:1 4B' oc OVER WALL SHEATHINGS or 2X4 OR 2X6 FASCIA BRACE t0 BE ®ANY SPAN SECURED W/ (3) 12d HORIZONTAL TRUSS TOP OF STUD WALL'- PER ELEVATIONS 15'-0" OR GREATER. REFER NAILS REINFORCEMENT. SOLE PLATE SECURED W/ (3) 12d SECURE TO t0 TRUSS ENG. FOR SEE FASTENER _ SECURE TO 0'-C' TO 30'-0" (1) -T FILL ALL REMAINING STRAP HOLES w/ 10d NAILS INTO NAILS TRUSS W/ 7ADDITIONAL HORIZONTAL 5GHEDULE ON SHEET TRUSS W/ X-5RACE WOOD SACKING 1/2" COX OR 1/16" OSB (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-11, t0 60'-01, (3) SECURE t0 WALL PER NAILS m'-m" t0 3ID'-ID" (l) FASTENER PATTERN 1/2" GDX OR '1/16" 055 NA X-RACE (1) X-5RAGE B DO NOT PLACE BGIqEW IN 1� TOP HOLE NEAsT TO TOP FASTENER SCHEDULE ON SHEET D2 X-BRACE SECURE: TO WALL PER CENTER AND (2) BRAGS DIVIDED MONRY WALL GMU SLOGK WALL e OR 7/16" ZIP SHEATHING 30'-1" TO 60'-01, (3) -BRACE CU X-BRAGS FASTENER SCHEDULE ON SHEET D2 EQUALY FROM GE ENTER CONNECT 5otrorr of STRAP TO GMU 5LOCK WALL (INSTALLED PER0 MANUF. SPECS) CENTER AND (2) R 1/16" TIP SHEATHING t0 END /16• DIA. X I1-1/4'SYSTEM w/ NG (-r) 3TA DI MASONRY WEEP SCREED, SEE BRACE DIVIDED GONT.2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER SYSTEM (INSTALLED PER MANUP. SPECS) CONT. 2x4 5PF RAT RUN SECURED 2—STORY CMFBLOCKWALL s WS DETAIL 15, SHEET WA2 (2) 12d's ® EACH TRUSS TO END 2X4 Wl 3/8" X 5 LAG (2) 12d s a EACH TRUSS ABLE ENDS 2X6 P.T. SECURE W/ 1/2'XV ANCHOR (2) 2x4 *2 S.Y.P. DIAGONAL 5RACE W1 GABLE 632" O.C. MAX. (2) 2x4 *2 5.Y.P. DIAGONAL BRACE W/ (3) 12d's o EACH TRUSS DIAGONAL c s BOLT 32" O.G. MAX NAIL GABLE NA LS 6O OG (3) 12d's a EACH TRUSS DIAGONAL X-5RAGING TO COVER 5-TRU55E5 % 1 X—BRACING " 5/S GYPSUM BOARD OR I/2 HIGH „ , „ SIMPSON MST 4 a 3211 C. MAX. DD OPc Max X-BRACING TO COVER 5-TRUSSES I/2" HIGH BRA 8 II II XTERIOR TO FIRST 3 STUD WALL, CONNECTIO FLOOR MASONRY WALL W1 „ STRENGTH CLG. BOARD - SCALE: 3/4 -1 -0 2 16" STBRENGTH CLGG.. 50ARDR SCALE• 3/4 - - - SCALE: Nt5 MAX. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 N W U w 0 F q F q ti BU]3n v►. ee LOT: CREEKSIDE LOT 64 PROJECT# 04321.000 060R1 DdODEI.4 4EBB "1828—CALI" GARAGE ®'KING: LEFT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES U160 MPH EXP C DA� 06/01/18 SCALE: 1/4"=1'-0" 8HEET M TOP PLATE 2X4 " O.C. MAX. SECURE 2X4 W/ 2-1/4' TAPCONS OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMMPMENT 1 Y4 IWJp�' EA. END NOTTO E 2X4 SOLID ING WCUR= t_Qo6kEATHING WITH t>piiii PER I3LK. EA. END *NOTE.- NAIL SHEATHING TO ALL 2X A5 PER EXT. 5HEATHINCz NAILING, 86 4" O.G. MAX a EDCz1=5 4 O.C. MAX IN THE MELD oIF .�r1�la • :� _■1� gjmll� ■� 5T. EXTERIOR ARCHWAY 1 WITH WINDOW _ 1 SCALE: 1/2"=1'-0' CLOSED VALLEY FLASHING DETAIL N.T.S. '32' O.C. 4 501 I/2' C . B( 1/2' GLG. ARD WOOD UDS 0161 Aiii G., UAN. 2X4 CONT. 2X4 WOOD- STI�SS STUDS 416' 5LOCKING O.C., U.ON MID -WALL PLATES Bt. 1/1'X9 TOOd To I(2' DRYWALL W/ IATE M RY EMBE-3 NAIL • 32 O MAX sE / r-coi 9LA5 F DET II 1ST FLOOR INT. BEARING W. CDX SEC t0 WOOD W/2-I2d s 6 O.G. STAGGERS SECURE 2X4 W! 2-%' TAPCONS OR DRIVE PIN (MIN. SHANK SITE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y4 W/IN 8' EA. END NOT TO EXCEEt� Ia. OG. Ajl`t 2X4 SOLID 5L OK SECURE TO SPE PI WITH MIN. 2-12d PER 06CF, 1/2' GLG. y 2 EXTERIOR ARCHWAY 2X4 SECURED TO GABLE ENG W/(2) 6"-8" O.G. UPRIGHT MRS�.� ♦ P FRAMED OVERHANG V N.tS. 2X4 TOP PLAT GLG. E / 2x4 CONT. 1/2' DRYWALL. STRESS BLOCKING MID -WALL SECURE 5T.PLA1 TO SLAM W/ 10d MASONRY NAIL 32' O.C. MAX 2X4 PT. PLATE ::ONC.SLAB G. MAX 1ST FLOOR INT. BEARING W. (W/ UPLIFT) u_KH: FoTiCONT. TAL— CS, Op 4 BOTTOM 1/2, DRYWAL 2X4 WOOD CHANNEL 81 STUDS e24° STUDS 24' O.G. O.C. LAYER OF In' SfDE a 12 couc. sLaBrNTON R 1ST FLOOR ALL TYP.INT. WALLUDNON—BRG.G,- I 0' TRUSS TO WOOD FRAMING SIMPSON MTS-12 r PRE -EKG's. TRUSS —� DO TOP LATE 2 T O STRESS D5L. 2X TOP PLATE i SP4932' O. MAX I ID WALL Tl16' OSB. a 2x s s 16' O.C. Max, OR IA&' ZIP SHEATHING i _ N SYSTEM /INSTALLED PER MANUF. SPECSJ 4 SU5FLOOR GLUED 2X BLOCKING o SEWED AS PER TOP OF A ER SCHEDULE 1/2' CDX z I FLOOR STUDS TO a FLOOR STUDS 2X STUDS 16' O.G. MAX. w SIMPSON META-36 A 32' 2X 57M. PLATE O.C. MAX 3/4' FLOOR DECKING MSTA-36 32' OG. MAX PRE- ENGINEERED FLOOR GIRDER PRE -LNG FLOOR TRUSS DOUBLE TOP PLATE Pam- ENGINEERED FLOOR TRUSS 2x CONTINOUS STRESS LOCKING MID WALL OI CONTINUOUS SHEATHING TO BEGIN AT TOP OF 5LK. 2 STUDS w 16' O.C. MAX, W/ 1/4' GAP FROM 5LK TO O.S.S. U.O 1/2' I/2' WL. W. O HORIZONTAL 2X Sli STRUCTURAL 5LOCKING AT ST. PLATE TO SECUSP4®32 PERIMETER OF O.O.S. TO PROVIDE CONT. NAIL PATTERN O.G. AX SLA5 W 'xS' ANCHOR 3O REMAINING AREA TO BE SHEATHED FROM DBL. TOP BOLT Will WASHER SET IN PLATE TO HORIZONTAL BLOCKING. 44 SIMPSON H STRENGTH EPDXY 1, E D. MIN. ® SHEATHING a TOP OF WOOD FRAMED WALL TO 5E ° STAGGERED MIN. OF 16' FROM SHEET 5ELOW • .: SIMPSON SP4 32' O.G. MAX ® INSTALL ALL SHEETS W/FAGE GRAM PARALLEL TO STUDS 9 INT. 2—STORY L.B. EXT. WALL SHEATHING SCALE: 1/2'•1'-0' 4 SCALE; 1/2'=l'-O' HE,4h1ER SIZE PER SPAN ART. �pOOR/\ WINDOW OPENING 7 IN o J/ o SECURE 2x4 ON FLAT TO 5LK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR SUCK W/ (5) I] h'XS' A -BOLTS 4" EMBEDMENT MIN. I] W/ 2"X2'X16 WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. 1-2X6 PT BLOCK a CENTER OF DOOR HEADER W/(I)Y2'X8" J-50LTG 4" EMBEDMENT W/ 2"X2'X)W WASHER 0 AND NUT. (NOTES: J R l ALL ANCHORS SHALL BE IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT GARAGE DOOR 3 BUCK ATTACHMENT SCALE: In' • U-0 " CDX PLYWOOD 6'-0" OF ENINCz a—� d. 9 d PRECAST LINTEL q O d a 14 TO SECURE ED MIN jfI , L THAN Id I a d 1 I ', WIND T d SE TO L I d d d 4 LOCKS 4 IT BLOCK W/ (2) "x3" OR DRIVE PIN N ANK 145) d ( ME3ED. 1 I }") IN 8' OF EACH D AND I OJ:. MAX SPACIN ° dJ q CMU W L 1 I d - on 4 a 4 d od d a 4 a O a d d q a d a a d I d 4 a d 4 a a 4 ARCH WINDOW FRAME TYP. EXTERIOR WINDOW/ 4 DOOR OPENING WD FRAMED acne c. in_:_m SCALE: 3/4" = I' -0" PRE-ENG TRUSSES W/ TUSS CONNECTOR VERIFY W71 FRAMING PLAN DOUBLE TOP PLATE G LE STUDS • " O.G. A S PSON LOT -12 G EA. JACK �TUD, BOt IDES OF OPENING 2x ST S o 16' O.G. MAX W/ SH PING. SHEATHING TO BE PIN J' OF WINDOW/ DOOR ENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND SPEGIFIGATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO 5E SECURED ONE PLY • A TIME. SE 12a NAILS, tali WITHIN 6" EACH END 4 NO MORE TP 12' O.O. STAGGERED SP4 P5 a TOP AND 50TT LATES • EA. FULL LENGTHS D, 50TH SIDES OF OPENI SHEATHING T AP TO BOTTOM OF NG'P TRUSS BELOW_ THING MUST NOT BREAK I'- " MIN. FROM 2ND FLR. LINE. 99 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 Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS a EA. TRUSS' RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TRUSSES• PRE-ENG. TRUSS. ALTERNATE CONNECTION META-24 RAFTER TO MLK'G BETWEEN TRUSSES HEADER SIZE PER SPAN CHARt. o� TYP. INTERIOR DOOR OPENING WD 11 SCALE:I/2'=1'-O' S RESAR VERT. IN SOLID GROUTED CELL 5/8' THICK 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY A CONV. FRAMED ROOF SCALE: I/2' - I' -0' PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS o 16, O.C. MAX SIMPSON LSTA-12 A JACK BOTH SI OF FPE NG. 2 • 16O.C. MAX OMAX W/ PING. SHEATHING TO 5E IN }' 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) %LACK STUD ASSEMBLY TO 5E SSE NREp ONE PLY w A TIME. UAILS, TWO WITHIN 6' FROM E END 4 NO MORE THAN 12' O. TA.GGEREP 1/2'x9' A5. MIN. i' EMSEDri 8" F CH END 4 32' O.C. MAX. SP4 OR H5 ® TOP AND BOTTOM PLATES a EA FULL LENGTH STUD, 5OTH SIDES OF OPENING. LINE OF SLAB SEALANT 4 SACKER ROD 8' CMU SEE STRUCTURAL FOR REINFORCEMENT -2x6 P.T. WD ATTACHED TO FILL CELL AS PER PRODUCT SPPROVAL REG. FROM MIAMI-DADS COUNTY WEATHER STRIP MOULDING ALL GALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB W/ 3/16'xl 1/4' LAG GALV. STEEL OVERHEAD DOOR SAWS VERTICAL TRACK I' MIN BY OTHERS 5Y MAUF. SLIDE FASTENED rO t8 Roots uu�i/4` -20X GARAGE DOOR JAMBS CARRIAGE BOLTS 13 SCALE: In'=l'-0" AND LOCK NUTS. PRE-ENisl{ MTS-12fi 7/16" OS.B. OS$. sHEAT OR �' GDX PLYWOOD. D PER FASTENERS PE OR 7lI6' TI SF+E -tT 2 MTS-12 SYSTEM ( R MANNA. S . SGURE =TW _EAYS W/ PRE (GP END /1112*cdl'i 2x DOPLATE 16,O.C. MTR STUD 2x4 5T. PLATE DORMER 16 ATTACHMENT 15 SCALE:1/2"iiii WALL DETAIL 2X4 DBL. TOP PLATE X4 STUDS 16' TEXT. FINISH META-16 +CMU WALL �i " I115 UPLIFT SIMPSOM HTSM20 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 TWOS AND (4) 1/4' x 2 1/4' IS TRUSS ANCHOR �1 RETROFIT N.tS. 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 lNr!a W ti 4 A F q x ti stmE v: as LOT: CREEKSIDE LOT 64 PROJECTi(i 04321.000 06OR1 MOD�Lt 4EBB "1828-CALI" [PAGE: ARAGE OWING: LEFT MISC. DETAILS 160 MPH EXP C aA.•Lum 06/01/18 ®CALM 1/4"=1'-0" I' HEFT D4 Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number 1/4" concrete screw 6" edge distance @ head, 4" edge Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL20461.17 N/A distance @ jamb, 4" each side of transom centerline to bucking. Fastener spacing @ 15" o/c max. @ head and jamb. Min. embedment of all anchors to be 1 1/4" Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon SH Window (+38) / (-48) (+5Q) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R9 Non Impact anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1/4" @ head. 1 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R6 Non Impact from corners, 8 1/2" o/c at jamb, 6" @ head. 1 1/4" Mulled) embedment. Eight additional tapcons top and bottom required horitontally, one midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anchor. 2 1/2" minimum edge SlidingBuilders Glass Door (+33 ) / (41) (+50) / (-50) Ply Gem Series FL14634.2-R3 Non Impact distance. 6" max o/c from corners and 20 3/4" max o/c 4780 elsewhere top, vertically and bottom. 2 1/2" min embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Double Garage Door (+29 ) / (-35) (+46) / (-42) Clopay 16.2x7 73 W6 FL16546.6-R9 N/A Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R10 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 Undedayment Interwrap RhinoRoof U20 FL15216.1-R3 gauge 1'/<" annular ring -shank nails, spaced 6" o.c. at all laps and three staggered rows fastened 12" o.c. in the field of the roll Soffit +31.6, -38.8 (+157) / (-46.1) PlyGem Variform Soffits FL24161.1 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. Less than 6' span (+47) / (-53) panel MFG. 24 GAGE FL16293-R2 edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. 1/4" x 20 stainless steel or ELCO Panelmate with minimum Hurricane Panels 6' Hurricane Storm embedment @ 1 3/4" in concrete / masonry, 2 1/2" min. span or more (+45) / (-50) panel MFG. 24 GAGE FL16293-R2 edge distance, 12" o/c max. spacing. Can be headed screw or all thread but with wing nuts. Zip System Install per manufacturers recommended requirements. Sheathing Huber Wall Sheathing 17147-R2 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 w w U w 0 F 0. U w 0 F A Cti CREEKSIDE LOT 64 04321.000 060R1 MODEU 4EBB "1828-CALI" GARA03C B11ING: LEFT PACE: PRODUCT APPROVALS 160 MPH EXP C ARCHITECT - STATE OF FLORIDA r AID A. A AR NO 06/01/18 1 8CAM 1/4"=1'-0" 1 SHEET NOTE: NOTE. NOTE - IF ZIP SHEATHING SYSTEM IS APPROVED BUILDING WRAP IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4" SELF -ADHERING MEMBRANE 6" 6" a VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE MANUFACTURERS MANUFACTURERS INSTALLATION PROCEDURES ALL ENDSEAMS NEEDTOSE TAPED LATH VERTICAL LAP TO BE I' INSTALLATION PROCEDURES AZONTAL LAPS. PPRO VED D W use �P. \ WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND ONTO PIPE ; V ORLESSPIPE x. ..-a- 6'xb' SI=LF-AD+-ERING MEMBRANE TES FLASHING (COMPATIBLE W/ HOUSE PREFORMED CONTROL JOINT �" THICK 3 COAT CEMENT WRAP MATERIAL) OVER 4'x4' FLANGE OF CONTROL JOINTS T PLASTER / \ SELF -ADHERING MEMBRANE BE WIRED TIED t0 LATH a 9' UJRS LAYER wl, FORTIFIBER FLASHING OVER APPROVED O.G. MAX (VERT.). NOTE: DO BUILDING PAPER MIN. LAP ®MErAL LATH j HOUSE WRAP. NOT FASTEN CONTROL JOINT TO / \ FLASHING t0 EXTEND ONTO PIP IF STLL EXISTS WALL EVEN D BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH %, LEG MAY BE USED TO TEMP. FASTENED ai' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS X X X DURING INSTALLATION WRS LATER "1 CUT AND OVERLAP ONE SIDE OF METAL LATH SELF -ADHERING MEMBRANE _ FASTENERS TO BE SPACED STUCCO WRAP FLASHING CUTANDOVERLAP VESELF-ADHERING PONE SIDE OF A T' O.C. MAX VERTICALLY R 1/1 SHEATHING `STEP �1 STEP �'2 FLASHING OR i/16' ZIP SHEATHING � WRB LATER Of, �' THICK, 3 GOAT CEMENT PLASTER WRB LAYER M, I 8YB'rl=M g(�INSTALLED PER , , STUCCO WRAP giUGGO WRAP MANIP S,fl�GS.) METAL LATH MIN PAPER LAP BELOW ONLY /WR5 tvI WRB LAYER ^2, FORTIFISER WRB LAYER V, FORTIFISER BUILDING LAYER P FORTIFIBER BUILDING PAPER BUILDING PAPER � DPI ATH PER \ / WRB LATER 01, I 6'x6' SELF -ADHERING MEMBRANE STUCCO WRAP /FLASHING OVER 4'x4' SELF -ADHERING MEMBRANE To }' INSTALL FASTENERS (CLIPS, FLASHING OVER APPROVED GAP MIK WOOD SHEATHING STRAPS, STAPLES) AS HOUSE WRAP. LATH SHALL NOT OR ZIP SHEATHING FLASHING TO EXTEND ONTO PIPE BE CONTINUOUS 6 IN e° 6 IN e° PIPE/ WIRE T O FRAMING 4'x4' SELF -ADHERING MEMBRANE THROUGH CONTROL MIN. MIN. SYSTEM !INSTALLED PER JOINTS BUT SHALL r SPECS)BE STOPPED AND TIED AT EACH 51DE. LATu FHOUSE WRAP_ LASHING OVER APPROVED PER ASTM Gt063 PROVIDE 2X4 BLOCKING FLASHING O EXTEND ONTO PIPE ° OVETIOt4 PLACED FLAT MAX. 6' TO 8' LAP FROM CONTROL FALLJOINWHEN ' GONT. BEAD OF SEALANT CONTROL JOINT FALLS ON APER LAP NOTE: \ ' STRUCTURAL- STUp SCALE: I I/7'=i'-®' INSTALL APPROVED HOUSEWRAP AIR I. FASTENERS FOR LATH TO SE NAILS OR STAPLES IN COMPLIANCE W/ ASTM C1063 INFILTRATION BARRIER OVER 2. WIRE TIES TO BE (NO. 18) 00475' WIRE / SHEATHING 3. SLOCKING SHOWN MAT BE IN ADDITIOf�I \ ELASTOiERIC COATING OVER STUCCO/ TO WALL STUDS REQUIRED PER PLAN / G.V. FINISH (SEE TTP WALL SECTION) i VERTICAL LATH & PAPER DETAIL \ / WOOD STUDS SECTION PER SECTION R703.7 Exterior lathing and plastering SHEATHING Exterior use of Portland cement plaster SIDE CLAPS OF METAL OR �/16, ZIP SHEATHING SYSTEM shall comply with the application PLASTER SASE$ SHALL (INSTALLED PER MANUF. SPECS.) requirements of ASTM C 926 12A. SE SECURED TO BUILDING NOTE: M TYPE CONTROL JOINT �,"MIN. IF ZIP SHEATHING C.�YC.7TI=M IC.7 Installation of exterior lathin9 and framin INSTALLED, PLI=ASE SEE shall comply with ASTM C 1063-12A, 1 THEY SHALL BFRAMING MEMBERS. PAPER LAP 9 O BE TIED BETWEEN SUPPORTS WITH 00415-IN" (1.21-MM) STUCCO < k° LAP . LATu MANUFACTURERS WIRE AT INTERVALS NOT 3° LAP w PAPER INSTALLATION PROCEDURES MORE THAN 9' (229-MM). A �$A$PERASTMG1063 I. FOLD IN�I� F N TRATION DETAIL (FRAr'1 ) ® O WARD • PI'. A O I. FOLD INWARD • PT. '1• 7. GREASE a Pr. KI C KO U T . B 4 N� 3 A FOLD ® O FOR REPAIR OF TEARSIN HORIZONTAL LATH I mil. I .5. DETAIL MAT TSSE PATCHEDA� & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR FOLD PEEL a STICK •4 ® 1/1ro" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR SHE Pr. 1. NYAAt�• L FOLD O z cw> asE..� B A WOOWRB�LAYER T"'I INCx OR CMU Pr. A 2. GIRrASE • PT. B 3. CREASE • PT. c 3. GREASE • PT. C STUCCO WRAP (FRAME ONLY) <:•. 4. FOLD PT - COVER PT. B TILL PT. G TOUCHES BOTTOM FLANGE ®" THICK, 3 COAT CEMENT ® PLASTER (FRAME), 1/2" 2 COAT CEMENT PLASTER (GMU)LEGEN DMETAL LATH (FRAME ONLY)A ® ® © LAP WRB 4 TAPE OVER �}R,�(N,�� FL,�N(uJlR • �, ROOF/U1ALL SCREED t0M WATERT1rA4T LA�T/R #1/ STUCCO WRAF) NOTE: SEAL FOLD, ve IF ZIP SHEATHING SYSTEM IS eQjcur• INSTALLED, PLEASE SEE �' THICK 3 GOAT CEMENT z >�"x�° "L" TYPE coNTINuoUS WIR5 L A*r R #2 ( FORT I� I BE R ...... - - PLASTER (p+eArrE) v�' a coAr CxAL V. METAL FLASHING MANUFACTURERS cEMENr aER 02, F 7U' (NAIL TO ROOF DECK, NOT 5LU I L D I NCP fi AFE R) INSTALLATION PROCEDURES uJ� LAYER n. FORTIFIBER � BUILDING PAPER (FRAME ONLY) WALL SHEATHING) WRIB LAYER w, N CAP SHINGLE - DO NOT NAIL, 1'4 1r= TAL LATH X X X X STUCCO WRAPMeahE ONLY/ INSTALL WITH ROOF CEMENT LAP LAYERS OF BUILDING WRAP OVER "LNG FLANGE, STOP I /'` �` NGL ze STUCCO � L./:/ABOYY�E h V T VF O e a 4 PRAS OR CM �yfOF L SCRf?ED �J ROOF CEMENT VisWALLPLASuIW* , ROOF PER ELEVATIONS WOOD 5i 4EAT4NG =ado OR rt/1(oll ZIP SHEATHING SYSTEM " KICK -CUT FLAe1-IINGfbl� (INSTALLED PER MANUF. e4==C5.) DETAtU � o NOTE: d4 SELF—ADSIV FLA514ING — — — — — — IF ZIP SHEATHING SYSTEM IS NOTE:INSTALLED, PLEASE SEE MANUFACTURERS t„IETAL LAT+4: LATE TO 5E f=Ef;R 5ECTION FELT UNDERLAY ENT INSTALLATION PROCEDURES WATER TIGHT SEAL (BEND OR //�,�r ^v� M r/� SOLDER DO NOT cut) R103.�'.1 / A5TI l C-BT7-0e I III `4. 2,E� L55, d�E INSTALL KICKC1IT SFINGLE I DOPINI5 d�0 PLASHING AT BOTTOM OF ROOF 4 DRIP EDGES OVERLAP 9' WALL INTER CTIONS PER SQ. �T ARD (UTILITI' OR NOl" CINAL EXTEND I!P BELOW IL� SHEATPING, MECHANICALLY FASCIA WRAP L Y4T l 4 DOES NOT 1I E E T S C I I C l'�/� k`� IONS) FASTEN 4' O.C. MAX L FLAB SING N.T.S. 1441 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W r7 U W 0 Ell A F aysD=v. ai: LrOT: CREEKSIDE LOT 64 PROJECT# 04321.000 060R1 MODEXA 4EBB "1828-CALI" GARAGE STaNG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C 06/01/18 1 9CALIM 1/4" V-0" 1 8HZET WAI N01')=: IF ZIP SH THINGS SrSTEM IS INSTALLED, LEASE SEE MANUFACTUR RS INSTALLATION ROCEDURE5 BACKER ROD BACKER ROD WRB LAYER *IP, STUCCO WRA �H INSTALL 6" SELF—ADi— MEMBRANE PLASHING TOP, SIDE(S) AND SC FLANGES OF NON —MO' FRAME of THE Ex4 � e.euaru.. yr r r-rir�cs I. OTTOM 2. SI S - tOe VENT IS BE SET IN BED OF AL T T TOP AND 1 X SI SEALANT IS t0 BE " t L AS TO DEFLECT AY FROM JOINTS. ' E- AD ALL AROUND N APPLY SEALANT ALL X TS AND INTERSECTIONS A , LY SEALANT At PERIMETER OF 51 ON -MOVABLE FRAME AND STUCCO ' OON ARSIDES. 4" CAULKING, ID JOINT ALLI ND I PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application X, requirements of ASTM C 926-12A. �I In Ilation of exterior lathing and framing ' X shall mply with ASTM C 1063-12A. �Z 1j,X DRYER VENT all CMU HOODED VE T ' t"I ICK, 3 COA PLASTER METAL LATH WR15 LAYER *2, FOF BUILDING, PAPER WOOD SHEATHING, (FRAME (INSTALLED PER MAWUR CSa OR WOOD ;H51ATHINGs WRB LAYER *I, STUCCO WRAP WRB LAYER , FORTIPIBER 5UIL.aING P R V) LATH V YL CASING, BEAD 6' RAISED BAND NO' TO Xt" WEEP S( 6" WIDE STRIP SELF ADHESIVE FLASHING,, CLEAN MASONRY BEFORE APPLYING, Z FLASHING, STONLvENEER OVER RATCH COAT W/STONE VENEER (FRAME TO BLOC LEGEND DRAINAGE PLANE (LURB LATER #1, STUCCO UJRAP) UJRS LAVER #2 (1=0RTI1=I5ER BUILDING PAFER) METAL LATH STUCCO Xr—X—x—x UJOOD 5HEATHING OR 1/16' ZIP SHEATHINGS SYSTEM (INSTALLED PER MANUF. SPECS.) 5ELI=-ADHESIVE I=LA5HING— NOTE: 1" FETAL LATH: LATH TO BE PER SECTION R103.1.1 / AST(" 1 C-8,47-09, MIN. 2.5 LBS. PER SQ. YARD (UTILIT'r OR NOI" IINAL LATH DOES NOT MEET SPEC11=1GATION5) ELEC. t lIET=f VERIFY LC STUCCO FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES SELF FLAS+-I INCs UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES BLOCK BUILDING, PAPER OVER "QUICK FLASH" PIPE TI-4ROUCsN WALL l\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDINGS PAPER — UNDER 'QUICK PLASH" / NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES &KN TPENETRATION SCALE: N.T.S. Hl�,>=H I V ram,=4.)=I Y>= STUCCO SCRATCH COAT 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION LUOOD CON5TRUCTI WIN&' ZIP SHEATHING, SY EM 1/16" ZIP SHEATHINGS SYSTEM (INSTALLED PER MAN . SPECSJ OR (INSTALL PER MANUF. SPECS.) OR WOOD 5HEATHI Cz WOOD SHEATHING, WF2B LAYER *I, WRB L R ", T:� STUCCO WRAP STUCC 7' P WRB LAYER *2, PORTIFIBER io BUILDIN@ PAPER ER 'M2, FORTIFIBER I METAL LATH Cx PAPER WOOD FINISH TEXTURED CONSTRUCTION �—FINISµ ®WOOD FASTEN TO WOOD STRUCTURAL MEMBER a 7" O.C. MAX " Tl 41CK, 3 COAT CEMENT 5, CMU LASTER /-76' TOX�' MID -WALL WEEP SCREED TO Ya" MID -WALL P SCREED V WIDE STRIP SELF ADHESIVE FLASHING,, CLEAN MASONRY BEFORE APPLYING, 6" SEL D�4E51VE �tEXTURED FLASHING, FINISH MASONRY WOOD FRA D ry p HORIZONTAL WEEP SCREED WALL (FRAME TO BLOCK) TI T1 T [^I /-1 T T DAME TO FRAME NOTE: IF ZIP SHEATHINGS SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING, ELEC. METER CAVITY TO RE FILLED WIT(-4 RIGID POLYMERIC I50CYANOTE-POLY5LEND FOAM A-r r_t' 11-_i8 ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENINGS IN APPROVED HOUSEWRAP FOR E30X INSTALLATION WR5 LAYER *1, STUCCO WRAP WOOD 514EATHINGx APPROVED HOUSEWRAP 1:3ELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E—Z OVER 60 MI GRADE "D" FELT—PROVI: SEALANT AT JOINTS AND INTERSECTIC NOTE: IF ZIP SHEATHINGS SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *I, STUCCO WRAP CUT "X" INTO SELF —ADHERING MEMBRANE FLASHING APPLY SELF —ADHERING, MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER *I 5T '*I - APPLY 60 MIN — GRADE 'D' FELT OVER SELF —ADHERING, FLASHING OVER APROVED HOUSEWRAP 5T E #3 eT E f #2 Li WRB LAYER *I, STUCCO WRAP SELF -ADHERING, MEMBRANE FLASHING, WRB LAYER *2, FORTIFIBER EUILDINGS PAPER ST F #4 ELASTOMERIC COATING, OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 'E5 STEP #�o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 UJOOD 5HEATHING OR 1/16' ZIP SHEATHINGS SYSTEM (INSTALLED PER MANUF. SPECS.) 5ELI=-ADHESIVE I=LA5HING— NOTE: 1" FETAL LATH: LATH TO BE PER SECTION R103.1.1 / AST(" 1 C-8,47-09, MIN. 2.5 LBS. PER SQ. YARD (UTILIT'r OR NOI" IINAL LATH DOES NOT MEET SPEC11=1GATION5) ELEC. t lIET=f VERIFY LC STUCCO FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES SELF FLAS+-I INCs UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT TOP 4 SIDES BLOCK BUILDING, PAPER OVER "QUICK FLASH" PIPE TI-4ROUCsN WALL l\ 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDINGS PAPER — UNDER 'QUICK PLASH" / NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES &KN TPENETRATION SCALE: N.T.S. Hl�,>=H I V ram,=4.)=I Y>= STUCCO SCRATCH COAT 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION METER FIELD =Y LOCATION LUOOD CON5TRUCTI WIN&' ZIP SHEATHING, SY EM 1/16" ZIP SHEATHINGS SYSTEM (INSTALLED PER MAN . SPECSJ OR (INSTALL PER MANUF. SPECS.) OR WOOD 5HEATHI Cz WOOD SHEATHING, WF2B LAYER *I, WRB L R ", T:� STUCCO WRAP STUCC 7' P WRB LAYER *2, PORTIFIBER io BUILDIN@ PAPER ER 'M2, FORTIFIBER I METAL LATH Cx PAPER WOOD FINISH TEXTURED CONSTRUCTION �—FINISµ ®WOOD FASTEN TO WOOD STRUCTURAL MEMBER a 7" O.C. MAX " Tl 41CK, 3 COAT CEMENT 5, CMU LASTER /-76' TOX�' MID -WALL WEEP SCREED TO Ya" MID -WALL P SCREED V WIDE STRIP SELF ADHESIVE FLASHING,, CLEAN MASONRY BEFORE APPLYING, 6" SEL D�4E51VE �tEXTURED FLASHING, FINISH MASONRY WOOD FRA D ry p HORIZONTAL WEEP SCREED WALL (FRAME TO BLOCK) TI T1 T [^I /-1 T T DAME TO FRAME NOTE: IF ZIP SHEATHINGS SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING, ELEC. METER CAVITY TO RE FILLED WIT(-4 RIGID POLYMERIC I50CYANOTE-POLY5LEND FOAM A-r r_t' 11-_i8 ')R SIMILAR) APPLY A SILICON BASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENINGS IN APPROVED HOUSEWRAP FOR E30X INSTALLATION WR5 LAYER *1, STUCCO WRAP WOOD 514EATHINGx APPROVED HOUSEWRAP 1:3ELOW CUT SUCH THA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE APPLY E—Z OVER 60 MI GRADE "D" FELT—PROVI: SEALANT AT JOINTS AND INTERSECTIC NOTE: IF ZIP SHEATHINGS SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER *I, STUCCO WRAP CUT "X" INTO SELF —ADHERING MEMBRANE FLASHING APPLY SELF —ADHERING, MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRBLAYER *I 5T '*I - APPLY 60 MIN — GRADE 'D' FELT OVER SELF —ADHERING, FLASHING OVER APROVED HOUSEWRAP 5T E #3 eT E f #2 Li WRB LAYER *I, STUCCO WRAP SELF -ADHERING, MEMBRANE FLASHING, WRB LAYER *2, FORTIFIBER EUILDINGS PAPER ST F #4 ELASTOMERIC COATING, OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP 'E5 STEP #�o OELECTRICAL RECEPTACLE 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w W h 4 19 R F IBU' HDT IV.. da LO: CREEKSIDE LOT 64 PitOJzCT# 04321.000 060R1 MODEL,: 4EBB "1828-CALI" GAP tGE 81 .ENG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C DATE: 08/01/18 BCALM 1/4 ISHMET HIT VN WRB LAYER "I, STUCCO WRAP WOODWRB LAYER •2, FOR ER CONSTRUCTBUILDING PAPER �4" HAT CHA" THICK, 3 COAT MENT W/'.6" TYPE PLASTER 6' SAF. TOP WEEP SCREED TO SHYING EHIND WEEP SCREED WOOD SHEATHING 1 S WRB LAYER 01 STUCCO WRAP , ' THICK, 3 COAT CEMENT i PLASTER _ 6' SELF-ADHEREING AM66-11FWC-180 CUSTOM CASING EA T FLASHING WRAPPED • �) •�: ® TOP OF WEEP SCREED Nk t0 SHEATHING BELOW WI LAYER "I, X ' ` STUCCO WRAP WRB LAYER #2, FORTIFIE BUILDING PAPER W SELF-ADHEREING WRB LAYER 01, _ FLASHING WRAPPED a CORNER OF CANTILEVER STUCCO WRAP ` % 4° POSITIVP nwAIN AMICO AM66-WFWC-780 �.� 1 Elm SCREED CUSTOM CASING BEAD ,� NO GAP IN FI (SHOWN FOR/CLARIFICATION OF NOTE: SEPARAt ACCESSORIES ONLY) IF ZIP SHEATHIN SYSTEM IS ASING BEAD INSTALLED, PLEA 5EE DTL.® CANT MANUFACTURERS . cloA INSTALLATION PROC URES SCALE: I I/2"=1'-V NOTE: METAL LATH: LATH TO B1=- PER SEGTI R103.7.1 / ,45Th'I G-841-09, MIN. 2.5 S. PER SQ. YARD (UTILITY OR NOM AL L,XH DOES NOT MEET SaEGF ?IONS) NOTE` Y OD CONSTRUCTION IF ZIP SHEAt ING SY IS INSTALLED, EASE SE MANUFACTU R5 WEATHER RESISTIVE INSTALLATION PROCED RES BARRIER 01 3/4 RESILI t WEATHER RESISTIVE HAT CHANNEL BARRIER 02 vINYL GA5 A I• �" THICK, 3 COAT CEMENT PLASTER METAL LATH " THICK?/3 COAT CEMENT VINYL CASING BEAD 11D DRIP EDGE INSTALLATION ivv i C: IF ZIP SHEATHING 5 STEM 15 INSTALLED, PLEASE SHE MANUFACTU R5 INSTALLATION PRO E URES 5/8" TYPE 'X' DRYWALL UPTEXTURED 4 PAINTED FINISH THICK, 3 COAT CEMENT PLASTER VINYL CASING BEAD (SHOWN FOR GLARIFICATIOI-�,OF SEPARATE ACCESSORIES Y) WOOD CON StRUGItON WEATHER RESISTIVE DARRIER Ml WEATHER RESISTIVE BARRIER •2 " THICK, 3 COAT CEMENT u" PLASTER �METAL LATH {,j�� tOIR�771AT6LL�p��4rfT%4 SYSTEM HEADEt�/BEAMANUr. SPECS-) VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED _ NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXT. WALL PRE-ENG'D S: WEATHER RESIStI BARRIER WEATHER RESISTIVE BARRIER "2 J' THICK, 3 COAT CEMEN' PLASTER METAL LATH WOOD SHEATHING 4" POSITIVE DRAIN WEEP SCREED L (SHOWN FOR SEPARATE .4 ION OF ONLY) w EXTERIOR GRADE DRY WALL THICK, 3 COAT CEME PLASTER VINYL CORNER BEAD 0—ACANTILEVER DR EDGE � e W ,l DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) UJRB LAYER 02 (1:ORTF1Br=R- 51JILDING FAFER) 1" IETAL LATH x x x x STUCCO a a: UJOOD 5I4EAT+41NG OR 7/1611 ZIP SHEATHING SYSTEM (INSTALLED PER MANUF- SPECS-) SELF —ADI4ESIVE FLAS+41NG 3' X 3" 26 GA. GAVV FINISH LAYER (2 LAYER METAL DRIP E EEL t STICK) SET IN FULL B OF 6' EL 4 SEALANT,15' 5tl +� DRIP SPACE FRO DRIP ED O FACE t0 t X PECK Y4" G FOR BACKER RO 4SEALANT I VXI 3/4" 11 SIMULATED WOOD (TREX) LER, CONTINUOUS INYL CASING BEAD WATER PROOFING I i1 WEATHER RESISTIVE LAYER (2 LAYER L 4\, i BARRIER 01 STICK) WRAPPED FRO WEATHER RESISTIVE BALCONY DECK TO BARRIER 02 CANTILEVER ^' a t r 6 PEEL 4 STICK 6` DECK MEMBRANE, DRIP EDGE TO DECK EXTEND OVER DRIP SUB FLOOR i EDGE ®® 3" X 3' 26 GA. GAL V. METAL DRIP EDGE SET IN FULL BED OF I) XI 3/4" P-t- OR I At SEALANT, �" MIN. WOOD ITREX) N E SPACE FROM DRIP CONTINUOUS FACE t0 TREX )W GAP FO NY CABIN B A ROD 4 SEAL W TER PROOFING Iet FINISH LAYER AYER TLA R (2 LAYER PEEL 4 PEEL 4 STICK) $TIC WRAPPED FROM 3/4 RESILIEN BALC Y DECK TO HAT CHANN CANTIL R VINYL CA51N BEA' THICK, COAT CEMENT F°LASTER METAL LATH 5/8" TYPE DRYWALL WOOD SHEAT W/TEXTU 4 PAINTED WEATHER RESIS VE FINISH BARRIER "I WEATHER RESIST[ 8" THIC , 3 COAT CEMENT BARRIER 02 PLAS R 4' POSITIVI= DRAIN VINY COFI BEAD WEEP SCREED VX/YL CASING BEAD NO GAP IN FIELD (SHOIIN FOR CLARIFICATION Or - SEPARATE ACCESSORIES ONLY) BALCONY DRIP 11A EDGE INSTALLATION 2x 1=RAMIING MEMBER TH1C1<, 3 COAT Cyr PLASTER FASTS 51-IEATI-4ING e I °e6. X. W LAYER #I, UCCO WRAP W D SHEATHING `F METAL ATH WRB LAVE 02, 1=0Rt11=15ER BUILDING-� PA R X4" GAP FOR BACKER ROD 4 SEALANT — VINYL CASING BEAD WATER PROOF( Glet- LAYER (2 LAYER PEE 4 STICK) WOOD SHEATHING WRB LAYER 01, — STUCCO WRAP WRI LAYER 02, ORT BUILDING PAPS — METAL LATH " THICK, 3 COAT CEt PLASTER 6"SELF-ADHERING 1=LABHING DRIP CAP WINDOW FLANGrz 14 ORNER BEAD @) F AME 2 1/2" �I Moo j I� CORNER BEAD (1=A5TENER 4 SPACING T' O.G.) CMU No` THIC<, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY � L®C \ PEEL t SUB F\LOtJR- COLUMN SHEATHING WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER "2 6' SAP. -PEEL 4 ST `CK —I Vx3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT I V X 3" 26 GA. GALV. METAL DRIP EDGE SET IN FULL BED Or - SEALANT, XL"hJ Y�\RIf Rlf SPACE FRO'/i FACE TO T9WX I YAWIII7 !1 R 51MULo WOOR (TFOX) FILLER, S X4' FOR SEALANT OPT ACKER ROD. - M IFIED 90 /4 RESILIENT HAT CHANNEL WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER "2 EXTERIOR COLUMN -COLUMN SHEATHING Ii6" S.A.F. -1 X2"x3' 'L' FLASHING 'FULLY EMBEDDED IN ROOF CEMENT I X' X 3' 26 GA. GAL V. METAL DRIP EDGE SET IN FULL BED OF SEALANT, N MIN. SPACE FROM DRIP 'FACE TO TREX VINYL CASING BEAD WATER PROOFING let LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO \:METAATH R COAT CEMENT 5/8" TYPE 'X'DRYWALL \ W/TEXTURED 4 PAINTED FINISHATHING J" THICK, 3 COAT CEMENT 4" POSIT( RAIN PLASTER WEEP SG NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFI LION OF VINYL CASING BEAD SEPARATE ACCESSOR S ONLY BALCONY DRIP 11C EDGE INSTALLATION (Q COLUMN (wr L" FLASHING) SCALE: NTS iTi NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATHING a; . i IFIBER MENT i � 1 a � r DRIP CAP WINDOW FLANGE — 1�� CA ING BEAD G (FRAME. NO WRB' LAYER el, StUCGWRAP WRB LAYU 02, T BUILDIN -, METAL L J" THICK/3 COAT GE PLAST 6"S LF-ADHERING F 5HING WINDOW 1441 N. RONALD REAGAN BLVD! LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y v W 0 A F A ti ausD=v ae LOT: CREEKSIDE LOT 64 PROJECT# 04321.000 060R1 KoDEu 4EBB "1828—CALI" GARAt7'E a111111111MG: LEFT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C ARCHITECT: STATE OF FLORIDA JUN • DrRTNT A06/01/18 8CALE: 1/4"=1"-0" �1HEET F W00:51 SHEATHING WRB LAYwl, STUCCO WR WRB LAYERN�=-IFIBEBUILDING P METAL LATH " THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING V INY�ANGLED CASING BEAD DRIP CAP WINDOW FLANGE NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEA-r 4 WRB LOVWAER STUCCP WRB LER 02, FORTH=1BER PUIL APER LLATI- - COAT CEMENT PLASTER AYFX#I, 'CURB LAYER "2, FORTIF�E BUILDING PAPERI�\ METAL \1-Atl-4 " THICK, 3 GOAT CEMENT PLASTER 6"SELF-ADHERING� FLASHING J\� DR G�J WINDOW FLANGE CASING BEAD C WINDOW C (]FRAME, W/BAND) 5�4EATHING METAL LAT WRB LAYER 1, STUCCO WRAP WRB LAYER #2, FORTIFIBE BUILDING PAPER " THICK, 3 COAT CEMENT PLASTER VINYL ANGLED CASING BEAD VINYL CASING BEAD NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES ! (EXPLODED VIEW FOR CLARITY) UJOOD 51�1�,4� Y4" GAF 77 P CA51NS BEAD TO TRiI-1 IX TRI MBER tv STUCCO SIDING TRAN ION SIDING r . 1- WRB LAYER "I, STUCCO WRAP O " THICK, 3 COAT G Nt I PLASTER METAL LATH ER "2, FORTIFIBER I f� kIVING PAPER ! `WOOD SHEATHING 1 WRB LAYER "I, STUCCO WRAP 6" SEL DHEREING FLASHING PEEL 4 STICK SIDING TO S TUC O CASING BEAD (CROSS SECTION) WOO CONSTRUCTION—� BEYONp WOOD SHEATHING —� WEATHER RESISTIVE \\BARRIER "1 WLL THEIR RESISTIVE BARR11221ER 02 h' X I 'LAP SIDING—� /6' RE 6' SELF -AD ING FLASHING STARTER STRIP / GALV'D METAL z' FLASHING I Y, X 6' SIMUL WOOD TRIM ME' 6' SELF -ADHERING FLASHING WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER "2 / 6' SELF -ADHERING FLASHING GALVD METAL 'Z' FLASHING DO NOT CAULK OR SEAL OPENING x 6" SIMULATED )D TRIM MEMBER L GAP W/CAULKING APPROVED SEALANT NOTE: METAL LATI4: LATN TO BE PER SECTION R- 03.11 / ASTM C-54-T-09, M1N. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LAT4-4 DOES NOT MEET SfPECIFICATIONS) y� GO WR�P WOOD SH THING / WEATHER STIVE-- BARRIER M WEATHER RESIST[ I' Ij g��,, BARRIER 02 WR5 LAT'ER "2, FORTIFIE R UT6 LPSIDMG 5U I L D f NG f'APE R 6' SELF -ADHERING FLASHING �IE AL L AT�4 STARTER STRIPDO NOT AULK —�/ SA IL OLIPENYI G OR TACK, 3 COAT GEiwlr=NT � WINDOW SEALANT 2X FRAMING MEMBER 0 HER RESISTIVE 6�IE 'ABOVE OP r / OF "Z' FLASHING r r I � r I WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE / BARRIER "2 r GALV'D METAL I Z' FLASHING / � 10O WOE TOFF CAULK OR AJTER GALV'DMETAL-�N /�� UZATHERRESISTIVE "Z' FLASHING BARRIER *I TO LAP CASING BEAD Ca)RAISED 1 7 A BAND (FRAME) 5GAI-E. 1 1/2"=1'-0" I Y' x go' SIMULATED W MIN. ABOVE TOP W�OD TRIM MEMBER W PLASHING E-Z BEAD vINYL CASING I Ya' X 6' SIMULATED (WIV FLEXIBLE PVC / WOOD TRIM MEMBER BACKER ROD) \ / " SELF -ADHERING 6' SELF -ADHERING FLASHING \ 7fi' THICK 3 COAT \I SEAL AP W/CAULKING GEMEVt PLASTER OR AP VED SEALANT WEATHER RESISTIVE WEATHER SISTIVE BARRIER "I BARRIER M WEATHER RESIE-Z W VIN CASING BARRIER 02 (W/V FLEXIBLE BACKER ROD) SIDING TO STUCCO uJEATHER RESISTIVE 0P FRAME TO FRAME BARRIER "2 in TRANSITION " THICK, 3 COAT CEMENT PLASTER METAL LATH ........................................................... E-Z BEAD VINYL CA (W/3/8" FLEXIBLE PVC WRB LA'7 R 02, EORTIEIBER IBUILDINO PAPER R ROD) WRB LAYER #I, UCCO WRAP, WRAPPED AR ND FRAMING MEMBER ro" L A HESIVE FLASHING EATH ING I i \ET IK) ELOW EXPLODED i O R CLARITY i ---------------------------- 4 TT" THICK, 3 COAT CEMENT w E qD PLASTER SEALANT � WINDOW METAL LATH � WRB LAYER "2, FORTIFIBER UILDING PAPER WINDOW FRAME W D SHEATHING WRB LAYER POI, STUCCO WRA \� 6" WIDE PEEL 4 STI OVER FLANGE )OW FLANGE \ �E-Z BEAD VINYL CASING 2X FRAMING / (W/3/8" FLEXIBLE PVC BACk MEMBER i *APPLY FULL BED OF SEALANT BE / FLANGE 4 BUILDING WRAP BUILDING WRAP LEGEND DRAINAGE PLANE (WRB LAYER #1, STUCCO WRAP) WRB LAYER #2 (FORTIFIBEIR - - - - BUILDING PAPER) METAL LAT44 x-x-x-x STUCCO WOOD 514EATI 41NG OR 1/I6' ZIP 5HEA441NG SYSTEM (INSTALLED PER MANUF. SF-ECS.) SELF-ADHESIVE FLASHING - - - - ROD) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w w 0 4 w q F A h SVBDIY. ae LOT: CREEKSIDE LOT 64 PitOJECT# 04321.000 060R1 MODEr1 4EBB "1828-CALI" GARAGE BTnNG: LEFT PAGE: WALL ASSEMBLY DETAILS 6.160 MPH EXP C JDA06/01/18 ®CALF: 1/4$,=1'-0" aI�ET CUT HC AT 45' MOpFIEp 'r OUT IN HOUSEWRAP LINE CF WINPOW- OPENNG APPROVED HOUSEWRAP OVER SHEATHING OVER WD STUD WALL STEP 1 INSTALL 6' SELF-AP+eRNG FLASHING: OVER NAILING FLANGE AT JAMBS EXTEND FLASHNG MIN I' BELOW SILL FLEXIBLE FLA54NG 00 NOT SEAL BOTTOM FIN STEP 6 NOTE: IF Zf 5�4ATEfN 5`rST �l le INSTALL , FILEAeE 5E f N6TALLAT f ON OCIDL�5 APPLY MEMBRANE FLASHING OVER JOINT 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h w L4 U W ti. 0 F U A F F: D., �J ou]3DIV. de LOT: CREEKSIDE LOT 64 PROJECT# 04321.000 060R1 MODEL: 4EBB "1828-CALI" GARAGE BVMG: LEFT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP C DATE:, 06/01/18 8CALE: 1/4"=1'-0" 81iiEET 2x(o 5U5-5AND W/I "x4" NOTCH a END, WRAPPED IN PFFL 4 STICK DRIP EDGE 1/5" TEXTURED FINISH gal WOOD 1/2" TEXTURED FINISH a CMU METAL FA 1� I� I� I� I I � 2X6 SUB f I � METAL FASCIA � WRAP Ys" FROM STUCCO, I" FROM WOOD WALL EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2Xro SUB BAND ONLY @ELEEVATION- ROOF KICK OUT REMOVED FOR CLARITY —ROOF DECK (BEYOND) 'rt DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) 1-1/0" TEXTURED FINISH a WOOD, 1/2" TEXTURED �i FINISH 's CMU `, 2xro SUB -BAND W/I"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH ® UIOOO, 1/2" TEXTURIIED FINISH ® CMU METAL LATH LUOOD SI-IEATI INCz OR CMU WR5 LAY(=R "I, STUCCO WRAP (FRAME ONLY) UJR5 LAYER 02, FORTIP15ER WILDING PAFER (FRAME: ONLY) ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE: IF ZIP SHEATHING S'r5TEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PRE-ENG'D TRUSS TO BE CUT tv WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 211x4"x4' _0Il SCABBED TO TRUSS W/126 NAILS roll-8" O.G. MAX. 2x SUB -BAND WA"x4" NOTCH 6 END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL C WALL SUB BAND DETAIL @) WALL W/KICK- OUT FRAME OR CMU FELT PAPER DRIP EDGE (REFERENCE POINT ONLY', FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/(�"x4" NOTCH 6 END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT -a ROOF EDGE OMITTED FOR CLARITY FRAME OR CMU WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN./4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND WIV22"x4' NOTCH a END, WRAPPED IN PEEL k STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w U W 0 a A F a x stminv. as LrOT: CREEKSIDE LOT ' 64 PROJECT# 04321.000 060R1 MOaELt 4EBB "1828-CALI" GARAGE 8VaNG: LEFT PAGE: WALL ASSEMBLY DETAILS: SUB -BAND Q160 MPH EXP C D E: 06/01/1$ 8CALM 1/4"=1'-0" mwa