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Home My WebLink AboutBUILDING PLANS• 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 Is 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 F BUILDER ASSUMES ALL CONTRACT DOCUMENTS. BLVD, IF ANY ASPECT OF THE CONSTRUCTION (AS DESCRIBED IN THIS DRAWING SET) ARE UNCLEAR AND IN NEED OF FURTHER DETAILING OR EXPLANATION IN ORDER TO BUILD THIS PROJECT BASED ON THIS DRAWING SET, THE CORRECT PROCEDURE IS FOR THE BUILDER TO SUBMIT A WRITTEN R.F.I. (REQUEST FOR INFORMATION) TO THE ARCHITECT OR ENGINEER FOR CLARIFICATION. AB DESIGN GROUP WILL RESPOND TO ALL WRITTEN RFI's IN WRITTEN/DRAWN FORMS IN A TIMELY MANNER. AB DESIGN GROUP TAKES NO RESPONSIBILITY FOR INTERPRETATIONS OF CONSTRUCTION BY THE BUILDER WHEN NO RFI's HAVE BEEN GENERATED FOR UNCLEAR ASPECTS OF THE CONSTRUCTION BASED ON THE DRAWING SET. 18 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 AHV. A/C AW. ALT. BM cL CAB. cLG. CLR CONC. CPT. C.T. D. DBL. D.G. DIN' DIM. DISP. DP. DR. D.S. DTL. D.W. EA. ELEV.A. EQ. M. W. F.G./FX . F.G. FIN. FFLUOR FR. DR. FIG. GA. GAR. GAR. DISP. G.F.I. GL. GYP. BD. H.H. H.C. HDR. HGT. OR HT INSUL. INT. ABOVE AIR CONDITIONING ADJUSTABLE ALTERNATE AMPERAGE CENTER LINE CABINET CEILING CLEAR CONCRETE CARPET CERAMIC THE DRYER DOUBLE DUAL GLAZED DIAMETER DIMENSION DISPOSAL DEEP DOOR DOWNSPOUT DETAIL DISHWASHER EACH ELEVATION EQUAL EXHAUST EXTERIOR FLED GLASS FUEL GAS FINISH FLUORESCENT FRENCH DOOR FOOTING GAUGE GARAGE GARBAGE DISPOSAL GROUND —FAULT CIRCUIT INTERRUPTER GLASS GYPSUM HOARD HOSE BIB HOLLOW CORE HEADER HEIGHT INSULATION INTERIOR LAV. LUM. M.C. M. MID. MTL N.T.S. O.C. PL P.B. PH. PLT. PLYWD. PR. P.T. R. RAD. R.A.G. REF. IN. R.O. S.D. S.H. MT. SHTHG. SHWR. SDL SL. SL. GL STD. SWs SC TEMP, THK. T.O.C. T.O.P. T.O.S. TYP• U.N.O. V.P. W. W/ WD. WDW. W/x W.I. LAVATORY LUMINOUS MEDICINE CABINET MANUFACTURER MINIMUM METAL NOT TO SCALE ON CENTER PROPERTY LINE PUSH BUTTON PHONE PLATE PLYWOOD PAIR PRESSURE TREATED RISER RADIUS RETURN AIR GRILL REFRIGERATOR ROOM ROUGH OPENING SMOKE DETECTOR SINGLE HUNG SHEET SHEATHING SHOWER SDHI.AR SLIDING SLIDING GLASS STANDARD SHEAR WALL SOLIDOCORE TEMPERED GLASS THICK TOP OF CURB TOP OF PLATE TOP OF SLAB TYPICAL UNLESS NOTED OTHERWISE VAPOR PROOF WASHER WITH WOOD WINDOW WATER BEATER WROUGHT IRON REV. DATE DESCRIPTION SHEET # DESCRIPTION -- 01 29 14 BID SET ISSUED PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG PG Cl—COVER PAGE GN—GENERAL NOTES 1 —FOUNDATION PLAN IA —DOWEL PLAN 1B—LINTEL SCHEDULE CAST—CRETE ( ) 1B.1—SAFE LOAD TABLES 2 —FLOOR PLAN 3D—ELEVATIONS "D" 4D—FRAMING PLAN 4.1—CONNECTOR SCHEDULE 5—ELECTRICAL PLAN 6—HVAC PLAN DI —FOUNDATION DETAILS SECTIONS D2-1—STORY WALL SECTIONS & DETAILS D3-2—STORY WALL SECTIONS DETAILLS D4—MISC. DETAILS WAI—WALL ASSEMBLY DETAILS WA2—WALL ASSEMBLY DETAILS WA3—WALL ASSEMBLY DETAILS WA4—WALL ASSEMBLY DETAILS WA5—WALL ASSEMBLY DETAILS —WINDOW FLASHING WA6—WALL ASSEMBLY DETAILS —SUB —BAND /j ST. LUC E C UN REVIEWED R REVIEWED DATE PLANS SITE OR O NSF -- 02 27 14 CONSTRUCTION DOCUMENTS COMPLETE 160, C ABS 06 05 14 RANEY 160—C TRUSS ENG. ELEV. C & D -- 12 11 14 A.B. MODEL CLEAN UP — J.M. -- 07/Ol 15 FBCR 5TH EDITION (2014) CODE UPDATE -- 07 12 16 QUARTERLY REVISIONS -- 01 15 18 2017 FBC UPDATE SQ.FT. CALL. S LIVINGS 1828 so. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. F=T. LANAI as so. FT. TOTAL 2362 SQ. FT. A/C VOLUME 16086 5 PT ON JOB .LL BE MADE 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 h W U W 0 E. W A F A UiLL C_] BUBDIV. as LOT: CREEKSIDE LOT 41 PROJECT# 04321.000 110Dzu 4EBB "1828—CALI" GARAGE 8TrMG: RIGHT PAGE: COVER PAGE 160 MPH EXP C ARCHITECT: 2 li✓I( N 1 W ROLA14D A'ABOUCHACRA n PRINT 05/18/18 8CALM: 1/4" =1'- 0" BMEET CI FILE COPY GENERAL NOTES 6. ALL BACKFILL AT STRUCTURES, SLABS, STEPS, AND PAVEMENTS SHALL BE CLEAR OF GRANULAR FILL. PLACE IN-8" LAYERS AND E, ARA- THE ENGINEERED WOOL) 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 AREAS 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 PER ALL LOCAL AND STATE REQUIREMENTS. OTHERWISE). VI. STAIRS 40 VI 1. 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 R301.6 OF THE FBCR 6TH EDITION (2017) D. ROOF DEAD LOAD (PSF) CONCRETE 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.6 & R802.7. OF THE FBCR 6TH EDITION (2017). I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE LI. 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 VULT■160 MPH, VASD=124 MPH C 0.85 ±0.18 II F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 6TH EDITION (2017). 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCRI PANCIES 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 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-318 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS PER R302.5.1 OF FBCR (2017). 3. PER FBCR 6TH EDITION (2017) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 6TH EDITION (2017) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN % -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN'% -INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2, REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3, RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'% THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE/4 11 4. PROVIDE 6°/u 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. 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402/ACI 530/ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm =1500 PSI. 3. OPEN-END BLOCK MAYBE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 318 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN "/4 INCH AND NOT MORE THAN 3/< INCH, REFER TO FBCR 6TH EDITION (2017), SECTION R606.3 FOR MORTAR JOINT THICKNESS TOLERANCES. 6, GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R606 211 OF THE FBCR 6TH EDITION (2017) 9. FOR CEMENT ITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED, ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING OR 7/16 ZIP SHEATHING SYSTEM. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13, PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH N STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW, ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15, TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. 18, ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12.OF THE FBCR 6TH EDITION (2017). 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 8, MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN IS TO BE USED 9 GA. LADDER TYPE 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR REX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 3. CONDENSATION LINES SHALL BE MINIMUM'/a" PVC (SCHEDULE 40), INSULATED WITH W AMAFLEX. 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. REINFORCING STEEL 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE- 1 . ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 7 SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 6TH EDITION (2017). ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 6TH EDITION (2017). 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UN% 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 6TH EDITION (2017). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP EXTERIOR WALL COVERINGS SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL EXTERIOR FINISHES SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %" THICK, OVER FRAMED WALLS APPLIED OVER THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la & HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. 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 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: LIMITED TO: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" = ALL STUCCO CONTROL JOINTS - KICK -OUT DETAILS B. CONCRETE EXPOSED TO EARTH OR,WEATHER: 'L" FLASHING - HORIZONTAL LATH AND PAPER DETAILS I. #5, W31 OR D31 AND SMALLER 2" = PIPE PENETRATION DETAILS - VENT PENETRATION DETAILS C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: = WEEP SCREED DETAILS - CONDUIT PENETRATION DETAILS I. #11 AND SMALLER 3/" = CASING BEAD DETAILS DRIP EDGE DETAILS D. BEAMS, COLUMNS: = CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS I. PRIMARY REINFORCEMENT, TIES: STIRRUPS, SPIRALS 1'/" WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS = WINDOW FLASHING DETAILS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TrU CCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE 4. SHALL BE INSTALLED PERASTM-C1063-11AAND R703.7OF THE FBCR; 6TH EDITION (2017) APPROVAL OF THE ARCHITECT. FIRE-RESISTANT CONSTRUCTION TIMBER UNDER STAIR PROTECTION: 1. ALL WOODS AND WOOD CONSTRUCTION SHALL C LY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE A. AMERICAN INSTITUTE OF TIMBER CONST TION (STANDARDS MANUAL) ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. B. NATIONAL FOREST PRODUCTS ASSOCIATI EXTERIOR CEILINGS I. NATIONAL DESIGN SPECIFICATION (NDS) FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" D. TRUSS PLATE INSTITUTE. TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . I. NATIONAL DESIGN STANDARDS FORLIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 r r w ti 4 w a F stlanm ea LAT: CREEKSIDE LO T 41 PROJECT# 04321.000 3WDELt 4EBB "1828-CALI" GARAGE BVING-. RIGHT PAGE; GENERAL NOTES 160 MPH EXP C ARCHRL=CT STATE OF FLORIDA _ ,-232 ROLANHD A. ABE LK*fACRA AR NO 03123 ■ PRINT A05/18/18 OCALE. 1/4"=1'- 0" SHEET GN POWEL LECsEND ■ CONT. VERTICAL DOWEL TO LINTEL COURSE SECURE STRAP TO UNIT W/ (2) O&A 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO J CONC. W/ (2)-3/1(b'k2" GONG. TAP -CONS SLAB A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4' DIA. OVER HEAD F 12" FROM STRUCTURE 2 VTR 2 /I � KITCHEN VTR SINK W/ 1/2 // I `� AUTO VENT I I/2'� 12 \ �I I/z" 2" / ` / r 1 1/2° 1-I I/2' I , 11/2" r WG ` 2' 2 I LAV i 3' 3'2"I/2 LAB I WC 3' 3 3" 11/2'-� SHWR 2 P WASHER 2° t0 4 PLUMBING RISER MAIN ]DIAGRAM 24"X24"XI2" GONG. PAD W/3-S BARS E.W. ON CHAIRS MIN. 3" COVER w ,P ■�-11 --moo — ■ ■ -10" 4 GONG. u1ILO SLAB p U._ dui -2 -o-3 I/2" ■ pm�m — J s F — —I0 EXTEND DI SLAB 1 1/2' 7'-5" ifl i±t Lx4 WAL-L,(; r-� I- -1- 1OPt. I II JL JL DWG REF III SINK ifl 1" PVC CHASE II FOR ELEC, E TO ISLAND III �1 r 0 LAV. E EXTEND END OF PVC CHASE UP 12" ABOVE COND. GONG. PAD � ( HP / DI) -� — — — — — — — — — — — /-24'X24'XI2" GONG. PAD W/3-"5 BARS E.W. ON CHAIRS �/ I ` ■ MIN. 3' COVER 4" GONG, REINF. W/ ll 010, WWI ON h-MIL POLY ETHYLENE // 4" PVC VAPOR BARRIER ON r CHASE WELL -COMPACTED CLEAN // I ■ TERMITE TREATEMENT SHALL CBE BORA-CARE I4'-5° / • Ng X U N 1/ .� h0'-0' FIN. ELEV. FIN. CONC. SLAB i/ = SHWR PAN 0 EXTEND SLAB 1 1/2' F- ( I r- 4' CONC. SLAB OLVI-0' FIN. ELEV. �IFFIN. CONC. SLAB W/ ENCL. r - - 7 a 11-1 a �� I� i `� II■ L--J g I DI DI �✓ 1/2° rW 4 ' 145 7P— Fl _O11 BOLLARDAS REQ. BLDG.CODE • SLAB 1 1/2' I ` L FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED ECsRESS DOOR SHALL MEET PROVISION OF SECTION R3113.1 OF THE PBCR &TI-I EDITION C20tU 4" 4" CONC. SLAB imm a N ( o I • N N I 8 i DI 1 1/2' 21'34° 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W U w 0 F 4 U W A E A L!L sysaxv ae xoT: CREEKSIDE LO T 41 PROJECT# 04321.000 MOaEU 4EBB "1828-CALI" GARAGE 191RNG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP C ARCHITECT - STATE OF FLORIDA D A.ABO6CHACRA ktta AR NO 93723 FaHAIM 05/18/18 1/4"=1'-0" y9HEET DOWEL LEGEND ■ CONT. VERTICAL DOWEL TO LINTEL COUR6E it o� �r 0) m m m e N e N v N DOWEL PLAN 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com Ikk AA #: 0003325 Ir W O yF W A F 4 NUDDIV. de I.oT: CREEKSIDE LO T 41 PROJECT# 04321.000 MODEL 4EBB "1828—CALI" GARAGE OWDCC;: RIGHT PACE: DOWEL PLAN 160 MPH EXP C ARCHITECT: STATE OF FLORIDA JAND A a �lA ABOUCHACRA AR NO 93723 05/18/18 !SCALE: 1/4"=1'— 0faDIAMET: HEET IA L— 3 L— 3 L— 4 !2) 3052-SI-I (2) 3052-5I-I EGRESS CAST- 4916W LINTEL SCHEDULE LINTEL NO. LENGTH TYPE COMMENTS L 1 17'-4' 8F28-15AT L 2 4'-6" SFI6-05AT L 3 1'-6' 8FI6-15/IT L 4 II'-4' 81`I6-15/IT Lb S-4' SPI6-I5/iT L 6 "1'-6' W24-IBAT L 'I 4'-6° I SR=6-05AT jFir=Cr=55E0 812F6-05/IT 81`16-05/IT 8F16-15/IT 8F24-15/IT 8F28-15/IT (2) 3052-SH EG R.ESB L-1 L— 3 LINTYEL SCHEDULE NOTE: THE LINTELS MAY 5E SUBSTITUTED LUITH LINTELS r-Feom ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w W a W c CO 4 Ur4 W A E A E: L9VHDIIT. ac LOT: CREEKSIDE LO T 41 PROJMCT# 04321.000 MODErs 4EBB "1828-CALI" 4ARA03C SWMG-. RIGHT PAGM- LINTEL SCHEDULE 160 MPH EXP C ARCHITECT STATE OF FLORIDA i AR NO 93723 05/18/18 9CAL&: 1/4"=1'-0" E �� # SAFE LOAD TABLES FOR GRAVITY, UPLIFT & LATERAL LOADS 8" PRECAST & PRESTRESSED U-LINTELS GRAVITY TYPE LENGTH 8U8 8F8-OB 8F12-0B 8F16-0B 8F20-OB 8F24-OB 8F28-0B 8F32-OB 8F8-1 B 8F12-1 B 8F16-1 B 8F20-1 B 8F24-1 B 8F28-1 B 8F32-1 B 2'-10" (34") PRECAST 2302 3166 4473 6039 7526 9004 10472 11936 3166 4473 6039 7526 9004 10472 11936 T-6" (42") PRECAST 2302 3138 3377 4689 6001 7315 8630 9947 3166 1 4473 6039 1 7526 9004 1 10472 11936 4'-0" (48") PRECAST 2029 2325 2496 3467 4438 5410 6384 7358 2646 4473 6039 7526 9004 10472 11936 4'-6" (54") PRECAST 1651 1787 1913 2657 3403 4149 4896 5644 2170 4027 6039 7526 9004 10472 9668 5' 4" (64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1665 2889 5057 1 6096 5400 6424 7450 5' 10" (70") PRECAST 972 1000 1059 1474 1889 2304 2721 3137 1459 2464 4144 5458 4437 5280 6122 6'-6" (78") PRECAST 937 1255 2101 3263 2746 3358 3971 4585 1255 2101 3396 5260 7134 8995 6890 7' 6" (90") PRECAST 767 1029 1675 2385 1994 2439 2886 3333 1029 1675 2610 1 3839 5596 6613 5047 9' 4" (112") PRECAST 573 632 1049 1469 1210 1482 1754 2027 768 1212 1818 2544 3469 4030 3127 10' 6" (126") PRECAST 456 482 802 1125 915 1122 1328 1535 658 1025 1514 2081 2774 3130 2404 11' 4" (136") PRECAST 445 598 935 1365 1854 2355 1793 2075 598 935 1365 1854 2441 3155 4044 12' 0" (144") PRECAST 414 545 864 1254 1689 2074 1570 1818 555 864 1254 1693 2211 2832 3590 13' 4" (160") PRECAST 362 427 726 1028 1331 1635 1224 1418 485 748 1076 1438 1855 2343 2920 14' 0" (168"} PRECAST 338 381 648 919 1190 1462 1087 1260 455 700 1003 1335 1714 2153 2666 14'-8" (176") PRESTRESSED N.R. NR NR NR NR NR NR NR 465 765 1370 2045 2610 3185 3765 15'-4" (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1855 2370 2890 3410 17'-4" (208") PRESTRESSED N.R. NR NR NR NR NR NR NR 310 530 950 1400 1800 2200 2600 19'-4" (232") PRESTRESSED N.R NR NR NR NR NR NR NR 240 400 750 1090 1400 1720 2030 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1780 2110 22'-0" (264") PRESTRESSED N.R. NR NR NR NR NR NR NR 160 300 570 870 1250 1660 1970 24-0" (288") PRESTRESSED N R NR NR NR NR NR NR NR 130 240 470 720 1030 1350 1610 8" PRECAST & PRESTRESSED U-LINTELS C�►sr-Ci�era UPLIFT LATERAL LENGTH TYPE 8F8-1T 8F12-1T 8F16-1T 8F20-1T 8F24-IT 8F28-1T 8F32-1T 8U8 8F8 8178-2T 8F12-2T 8F16-2T 8F20-2T 8F24-2T 8F28-2T 8F32-2T 2' 10" (34") PRECAST 2727 2878 4101 5332 6569 7811 9055 2021 2021 2727 2784 3981 5190 6407 7630 8857 3' 6" (42") PRECAST 2165 2289 3260 4237 5219 6204 7192 1257 1257 2165 1 2215 3165 4125 5091 6061 7036 4'-0" (48") PRECAST 1878 1989 2832 3680 4532 5387 6245 938 938 1878 1925 2750 3583 4422 5264 6110 4'-6" (54") PRECAST 1660 1762 2507 3257 4010 4767 5525 727 727 1660 1705 2435 3171 3913 4658 5406 5'-4" (64") PRECAST 1393* 1484 2110 2741 3375 4010 4648 505 505 1393 1437 2050 2670 3293 3920 4549 5-10" (70") PRECAST 1272* 1357 1930 2505 3084 3665 4247 418 418 1272 1315 1875 2441 3010 3583 4157 6'-6" (78") PRECAST 1141* 1200 1733 2250 2769 3290 38129707 887 1141 1182 1684 2192 2703 3216 373 T-6" (90") PRECAST 959* 912 1475 1914 2354 2797 3240 591 657 990 1029 1466 1907 2351 2797 3245 9'-4" (112") PRECAST 801* 612 980 1269 1560 1852 2144 454 630 801 755 1192 1550 1910 2271 2634 10'-6" (126") PRECAST 716* 498 793 1027 1261 1496 1731 396 493 716 611 1039 1389 1711 2034 2358 11' 4" (136") PRECAST 666* 439 696 899 1104 1309 1515 363 556 666 535 905 1295 1595 1896 2198 12' 0" (144") PRECAST 607* 400 631 816 1001 1186 1372 340 494 631 486 818 1209 1514 1799 2086 13' 4" (160") PRECAST 500* 340 532 686 841 997 1153 302 398 573 409 682 1004 1367 1637 1897 14' 0" (168") PRECAST 458* 316 493 635 778 922 1065 286 360 548 378 629 922 1254 1567 1816 14'-8" (176") PRESTRESSED 243 295 459 591 724 857 990 N.R. 357 243 352 582 852 1156 1491 1742 15'-4" (184") PRESTRESSED 228 278 430 553 677 801 925 N.R. 327 228 329 542 791 1072 1381 1676 17'-4" (208") PRESTRESSED 188 236 361 464 567 670 774 N.R. 255 188 276 449 649 874 1121 1389 19'-4" (232") PRESTRESSED 165 207 313 401 490 578 667 N.R. 204 165 239 383 550 736 940 1160 21'-4" (256") PRESTRESSED 145 186 278 356 433 512 590 N.R. 172 142 212 336 477 635 807 993 22'-0" (264") PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 137 205 322 457 607 771 947 24'-0" (288") PRESTRESSED 127 165 244 312 380 447 515 N.R. 135 124 186 290 408 538 680 833 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 8" PRECAST W/ 2" RECESS DOOR U-LINTELS GRAVITY :LEN:G�TH�T�YPE 8RU6 8RF6-OB 8RF10-OB 8RF14-OB 8RF18-OB 8RF22-OB 8RF26-OB 8RF30-06 8RF6-1B 8RF10-1B 8RF14-1B 8RF18-1B 8RF22-1B 8RF26-1B 8RF30-1B 4' 4" (52") PRECAST 1489 1591 3053 2982 3954 4929 5904 6880 1827 3412 4982 6472 7947 9416 10878 4'-6" (54") PRECAST 1357 1449 2782 2714 3600 4487 5375 6264 1702 3412 4982 6472 7947 9416 10878 5'-8" (68") PRECAST 785 832 1602 1550 2058 2566 3075 3585 1153 2162 4074 6472 6516 5814 6839 5-10" (70") PRECAST 735 779 1500 1449 1924 2400 2876 3352 1103 2051 3811 6472 6516 5450 6411 6'-8" (80") PRECAST 822 907 1677 2933 2576 3223 3872 4522 907 1677 2933 4100 6730 8177 1 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 UPLIFT LATERAL LENGTH TYPE 8RF6-IT 8RF10-1T 8RF14-1T 8RF18-1T 8RF22-1T 8RF26-1T 8RF30-1T 8RU6 8RF6 8RF6-2T 8RF10-2T 8RF14-2T 8RF18-2T 8RF22-2T 8RF26-2T 8RF30-2T 4' 4" (52") PRECAST 1244 1573 2413 3260 4112 4967 5825 932 932 1244 1519 2339 3170 4008 4850 5696 4'-6" (54") PRECAST 1507 2311 3121 3937 4756 5577 853 853 1192 1455 221192 40 3036 3837 4643 5453 5'-8" (68") PRECAST 924* 1172 1795 2423 3055 3689 4325 501 501 924 1132 1741 2357 2978 3603 4230 5'-10" (70") PRECAST 896* 1138 1742 2352 2965 3581 4198 469 469 896 1099 1690 2288 2891 3497 4106 6'-8" (80") PRECAST 778 882 1513 2042 2573 3107 3642 830 1100 778 956 1468 1987 2509 3035 3563 7'-6" (90") PRECAST 688 697 1325 1810 2280 2753 3227 710 941 688 849 1302 1762 2225 6690 3157 9'-8" (116") PRECAST 533* 433 808 1123 1413 1704 1995 516 614 533 527 1 1009 1369 1 1728 2088 2450 -Kt UUUt VALUt CY 107o rUK (URAUt 4U FItLU REBAR #5 REBAR AT TOP a MIN. (1) REQ'D 1-1/2' CLEAR TYPE DESIGNATION J Q= F = FILLED WITH GROUT / U = UNFILLED ¢ _ <; C.M.U. QUANTITY OF#5 REBAR AT - J FQ BOTTOM OF LINTEL CAVITY � ? 'n O °. GROUT r 8F16-1 B/1 T z (0 ' #5 REBAR AT BOTTOM OF LINTEL CAVITY NOMINAL WIDTH QUANTITY OF #5 BOTTOM REIN FORCING NOMINAL HEIGHT REBAR AT TOP 7-5/8"ACTUAL PROVIDED IN LINTEL 8" NOMINAL WIDTH (VARIES) MATERIALS GENERAL NOTES SAFE LOAD TABLE 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 L/360 vertical deflection, except lintels 17'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per ASTM A615 GR40 or GR60. longer with a nominal height of 8" meet or exceed L/180. addional reinforced masonry above the precast lintel. 6. Prestressingstrand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. p g 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 6. One e igner may be substituted far two #5 rebao in 8" lintels only. 270 low relaxation. p g 7. The designer may evaluate concentrated loads from the safe load tables by 7. 7/32 wire per ASTM A510. 8. Cast -in -place concrete may be provided in composite lintel in lieu of concrete masonry units. calculating the maximum resisting moment and shear at d-away from the face of support. 8. Mortar per ASTM C270 type M or S. 9. Safe load ratings based on rational design analysis perACI 318 and ACI 530 8. For composite lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com L AA #: 0003325 w r 0 F g U 03 A ti A ti ausa=v. 89 LOT: CREEKSIDE LO T 41 PROJECT# 04321.000 MOaELe 4EBB "1828-CALI11 GARAGE BWMG: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP C ARCHITECT STATE �OF FLORIDA AROL A4. ABOU�u R NO 93723 D � 05/18/18 1 SCALE: 1/4"=1'-0" 1 SHEET FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE: WITH SECTION F5C R302.9.1 THROUGH F5C R302.14A FLAME SPREAD AND SMOKE -DEVELOPED INDEX FOR INSULATION SHALL 5EE IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5 COMN*ENT AND CLADDING WIND LOADS BASIC WIND EM30SURE FOR 3 SECOND GUSTS OPEOM SOUARE ZONE 16Q M11 WAD M lO AEMAPoCS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA S.G.D. MIN. 12 5 30/-3-1 CRITERIA 8010 O.H.D. 56 5 30/-38 16010 O.H.D. 112 5 29/-35 SOFFIT N/A 5 31.6/-38.8 -682S/ IF ROOF TILE N/A 3 -58.29 APPLICABLE BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" PRESSURES HAVE BEVN MODIFIED PER FBCR R301.2.1 TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. WAILS T GABLE ROOFS 0 :51W p r � 6 t 100 < 0 5 45* 10` <� 0 :S 3V GABLEIROOFS ` 100 4 0 �s 450 HIP ROOFS 10` < 0 30* Par SL I. focal - 304.8 trim, 1 degree = O: 0175 rnd. Note: a 4 feet in b11 cases. FIGURE R301.2(1) COMPONENT AND CLADDING PRESSURE ZONES LANAI 8'-6' CLG. I 10'-0" 11-011— I I 6068 S.G.D. - - - - - DINING ROOM HP (2) 3052-SW (2) 3052-514 EGRESS LIVING ROOM CLG. 8'-8' CLG. 0'-111, 4' 6'-2" m A IR-ISH ----- - - C. F b36 V.iKITCHEN 8 -8 CLG. 7 _ -- ---_ ---� ` I OPT. I a a l DWI REF i----- '-10 I b2 SINK — IR-15H 3 ALUCsN. I1 2'-I 8' 10 3' Si20 Qp0� NI PAN. RANGE rI- GL IYI '^ 8'-8" CLCs. `? _ _V. O ARCH. ry L — -1� I d,y�.� 0Lu BDRM•3 8'-8" CLG. _" Cn C.IIV. 2' 4" II 31 4„ 4, 0„ 1 8= A v- �J I" 4L4V. BATH D Q e 5 I I u�u an _2 Ilc N � S'-8" CLG. v V. N9 BDRM.#2 @ � .el s'-8' CLG. 12'-3" OWNER'S SUITE 8'-8" CLG. 81_011 BDRM. #4/ DEN 8' -8' CLG. 0d) Lj WH. r —22'x 4'— I accIs5 I 5OLLARD AS REQ. PER 5LDG. CODE GARAGE V-8" CLG. 8' — -V" cLG. HEADER O v � — ■ -4 V\ --------------------- l2) 3052-5H EGRESS 6' 16'-0" 14' -0" 4'-4" 21'-4" FL00R PLAN 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. ro EXTERIOR MASONRY WALL 5R3. HEIGHTS LLI 8'-8" 5RG SQ.FT. CALC.'S LIVING 1828 5Q. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 88 SQ. FT. TOTAL 2362 SQ. FT. A/C VOLUME 16086.5 �r - 'n TOP PLATE: ro N AR DETAIL O VANITY O VANITY I1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F N U w 0 F U W A F A SUBDM ae LOT: CREEKSIDE LOT 41 PROJECT# 04321.000 MODEL: 4EBB GARAGE GAitAGE SvwQ: RIGHT PAGE: FLOOR ]PLAN 160 MPH EXP C ARCHITECT: STATE OF FLORIJDA s� n MAY N DFRUqT A05/18/18 SCALE: 1/4"=V-0" SHEET 2 W—V" BRG. HGT. I �u a TYP. 0-0" PIN, PLR N � cv :— EAR TEXTURED FINISH a' -a' 51;RG. HGT. — 0-0" PIN. FLR.,-L 0'-0' PIN. FLR its _011 OFF RIDGE VENT OPP RI�NT '� c6 r LEFT TEXTURED FINISH SHINGI ROC FYPON BKTI IXI' EQUIVA 8 -&' 5RG. HGT. &-W 5W- 16"X62" 1 DECO. SI- OR EQUIv 4" R. BAND 0'-O" PIN. PLR 0'-0" Fir OFF RIDGE VENT oPF I41®NT RIGHT TEXTURED FINISH 'IRONT ELEVATION TEXTURED FINISH NOTE: LUALL FENESTRATION PLASHING AS PER F5CR R703.4 OFF RIDGE VENT -- — — — — I_ EL EVA11. r"ION MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) i o r HOT. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 4.09 I -O TOTAL# OF VENTS PROVIDED = 5 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20 _ 0-0" FIN. FLR- 211 I -Ca 211 1 I_4 11 ]LOUVER DETAIL SCALE: I/2' = 1'-0" .� 8'-a, BRG. HGT. I' -0 11 0'-0' FIN PLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 WAq w '.1 U w �o F a U W A E q mmm IM vearv. aLQT: CREEKSIDE LO T 41 ROJZCT* 04321.000 Oa� 4EBB "1828-CALI" GARAGE ia111MG: RIGHT PAGIC: ELEVATIONS „D„ 160 MPH EXP C r,mngT 'I DA 05/18/18 8CALM: 1 /4"=1'- 0" aHEET 3D) LEFT TEXTURED FINISH SHINGI ROC FYPON BKTI IXI' EQUIVA 8 -&' 5RG. HGT. &-W 5W- 16"X62" 1 DECO. SI- OR EQUIv 4" R. BAND 0'-O" PIN. PLR 0'-0" Fir OFF RIDGE VENT oPF I41®NT RIGHT TEXTURED FINISH 'IRONT ELEVATION TEXTURED FINISH NOTE: LUALL FENESTRATION PLASHING AS PER F5CR R703.4 OFF RIDGE VENT -- — — — — I_ EL EVA11. r"ION MODEL 1828-CALI-4EBB AREA OF ATTIC = 2450 SQ. FT. NET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA = 2450 /300 = 8.17 SQ. FT. 8.17 = 1176 SQ. IN. MIN. REQUIRED VENTILATION = AX 1176 IN UPPER PORTION OF ATTIC = 470.4 SQ. IN. (BALANCE TO BE PROVIDED IN SOFFITVENTS) i o r HOT. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT (net free area) TOTAL# OF VENTS REQUIRED = 4.09 I -O TOTAL# OF VENTS PROVIDED = 5 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OF SOFFIT REQUIRI 67.20 _ 0-0" FIN. FLR- 211 I -Ca 211 1 I_4 11 ]LOUVER DETAIL SCALE: I/2' = 1'-0" .� 8'-a, BRG. HGT. I' -0 11 0'-0' FIN PLR 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 WAq w '.1 U w �o F a U W A E q mmm IM vearv. aLQT: CREEKSIDE LO T 41 ROJZCT* 04321.000 Oa� 4EBB "1828-CALI" GARAGE ia111MG: RIGHT PAGIC: ELEVATIONS „D„ 160 MPH EXP C r,mngT 'I DA 05/18/18 8CALM: 1 /4"=1'- 0" aHEET 3D) mmm IM vearv. aLQT: CREEKSIDE LO T 41 ROJZCT* 04321.000 Oa� 4EBB "1828-CALI" GARAGE ia111MG: RIGHT PAGIC: ELEVATIONS „D„ 160 MPH EXP C r,mngT 'I DA 05/18/18 8CALM: 1 /4"=1'- 0" aHEET 3D) Cv� eJl 5J3 II II II p II II II II II EJ711 II II I 7 PETAL-20 AeG tl �A AE+ -A5 - A4 - A3 as U CsABLE END BRACING SEE DTL. '4' SHEET D2 I _L11lr'_dtr. G� FRAMING M I ATTIC I -L ACCESS - I I I \ I I I I I I I I IX4 DIAL. 25TM. CHORD BRACINCs, TYP. Ix4 DIAL. BTM. CHORD BRACINO, T1'P. Ix4 BTM. CHORD BRACINCs 12' O.C. MAX SECURED W/ (2) 10d COMMON NAILS • EA. CHORD INTERSECTION, TYP. 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com 1164 AA #: 0003325 F W r U W 0 yF W A Fw. A IstmDrv. ae LOT: CREEKSIDE LO T 41 PROJECT# 04321.000 MODEL: 4EBB "1828-CALI" GARAGE S VrnWG: RIGHT PAGE: FRAMING PLAN 160 MPH EXP C ARCHITECT STATE OF FLORIDA fulAY_ 2 3 . AND A. A AR NO P nnqT D 05/18/18 I3CALE: 1/4"=1'- 0" CONNECTOR SCHEDULE II CONTROL DATE: 01-05-17 SIMPSON FASTENER (8) 10d x 11/2" 1-PLY, (6) 16d 2-PLY, EMBED 4" MiTek USP SIMPSON MiTek USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER HTA 16-18 1625 META-16 1450 (8) 10d X 11/2" 1-PLY, (7) 16d 2-PLY, EMBED (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" (14) 16d 2-PLY, EMBED4" 1900 (10) 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 1112" 1-PLY, (8) 16d 2-PLY, EMBED 4" HTA 20 1870 HETA-20 1810 (10) 10d x 11/2", (8) 16d 2-PLY, EMBED 4" (9) 10d x 11/2" 1-PLY, (8) 16d 2-PLY, EMBED 4" } Z (2) HTA-20 2430 (2) HETA-20 2035 (12) 10d x 11/2", 1-PLY, EMBED 4" (10) 10d x 11/2" 1-PLY, EMBED 4" 2500 (10) 16d 2-PLY, EMBED 4" (12)16d 2-PLY, EMBED 4" O Ln LUGT-2 2260 LGT-2 2150 BLK (5) 1/4"x 3" Wedge-Bolt+Anchors, WOOD (16) 10d (7) -1/4"x 21/4" TITEN, WOOD (16) 16d Q DHTA-20 2430 DETAL-20 2480 (16) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HTA-20 ACCEPTABLE (18) - 10d x 11/2, 1 PLY ALTERNATE USE OF (2) HETA-20 ACCEPTABLE MUGT15+ 4175 MGT+ 3965 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD) (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD HUGT2+ 9790 HGT-2+ 10980 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD HUGT3+ 9860 HGT-3+ 10530 WOOD (8) 10d, MASONRY (2) 3/4" A.T.R (2) 3/4" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16) 10d TO WOOD LUGT-3 3525 LGT3-SDS2.5 3285 CONC (4) 3/8" X 5" Wedge-Bolt+Anchors, WOOD (12) WS25 (12) SIDS 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) lOd 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"0" HUGT 7185 (2) VGT 7185 (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (8) 10d (2) 5/8" A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32) SIDS 1/4"0" 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 N MSTA-30 ++ 2065 MSTA-30 ++ 2050 (22) 10d (22)10d a Q MSTA-36++ 2065 MSTA-36++ 2050 (26) 10d (26) 10d N KST1236 3890 MSTI-36 3800 (36)10d X 11/2" (36) 10d X 11/2" KTSI248 5140 MSTI-48 5065 (48) 10d X 11/2" (48)10d X 11/2" LFTA6 1210 H6 950 (16) 8d x 11/2", (16) 8d) (8) 8d TO PLATES, (8) 8d TO STUDS SPT24 1030 SP4 885 (6) 10d TO STUDS (6)10d TO PLATE (6) 10d x 11/2" TO STUDS MP34 525 IN F1 @ 160% A34 515 IN F1 @ 160% (4) 8d x 11/2" TO BEAM, (4) 8d x 11/2" TO POST. {4} 8d x 11/2" TO BEAM, (4) Sd 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"x21/2" W/THREADED ROD, (2) NUTS/WASHER/2 PLY MUGT15 & PHD4A 4175 VGT & HD713 4940 (28) 10d TO TRUSS, (10) WS3 WOOD SCREWS TO POST W/ 5/8" THREADED ROD (16)-SDS 1/4"x3" TO WOOD, (3)-3/4" STUD BOLTS W/THREADED ROD, (2) NUTS/WASHER/2PLY PAU44 2535 6775 ABU 44Z _ 2200 6665 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (M IN. 7" EMBED) IN CONC., (12) 16d TO WOOD (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (12) 16d TO WOOD PAU66 2380 16005 ABU 66Z 2300 12000 (1) 5/8" A.T.R. IN HIGH STRENGTH EPDXY, (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 LTS19+++ 1205 LTT19+++ 1340 1 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (M IN. 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 C LTS20B+++ 1100 LTT20B+++ 1500 (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED) IN CONC., (10)10d x 1-1/2 TO WOOD (1) 1/2" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (10) 10d TO WOOD O 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 21/2" 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 (MI N. 7" EMBED,) IN CONC., (26) 16d X 21/2" UPHD11 + 14395 HHDQ11-SDS2 5+ 11810 (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED) IN CONC., (24) WS3 WOOD SCREWS (1) 1" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10" EMBED.) IN CONC., (24) SDS'b" x 2h" WOOD SCREWS PHD5A 6525 HD713 6645 (1) 5/8" A.B. IN HIGH STRENGTH EPDXY, (MIN 7" EMBED) IN CONC.. (14) WS3 WOOD SCREWS (1) 7/8" A.B. IN HIGH STRENGTH EPDXY, (MIN. 7" EMBED.) IN CONC., (3) 3/4" STUD BOLTSTO WOOD 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 AT JOIST (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. TOP, (1) 3/4" A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.75" EMBEDMENT) IN C.M.U. FACE, (18) 10d TO BEAM HUS4121F 3060 2710(100%) HUSC412 (WOOD) 3635 2660(100%) (10) 16d TO HEADER, (10) 16d TO WOOD (10)16d TO HEADER, (10) 16d TO WOOD 3325 (125%) 3265 (125%) Cr w HD4101F (CMU) 1950 5000 HUC410 (CMU) 1800 4500 (18) 1/4"" x 3"" WS3 SCREWS, (10)10d TO WOOD. USP (20) 3/16"" TAPPER+, (10) 10d TO WOOp (18)1/4 x 2-3/4.. TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: z = HD210-21F (CMU) 1950 6000 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: H0210-31F (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) lOd TO WOOD: LGUM26-2 2125 _!065 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 SIDS 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" DEER, 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. H +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL BE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 7" LLJ O A.T.R. = A-307 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING TZ/ HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-A153 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2017" , "HIGH WIND -RESISTANT CONSTRUCTION F-C-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 (I -JOISTS) - STRUCTURAL RIM BOARD TO MASONRY /CONCRETE SHALL BE HTA16 AT 32" ON CENTER MAX. STRUCTURAL RIM BOARD W/ PERPENDICULAR I -JOIST STRAP TO MASONRY/CONCRETE SHALL BE HTA16-18 AT 24" ON CENTER MAX. * TRUSS TO WOOD FRAMING SHALL BE MTW12 (INCLUDING FLOOR TRUSSES). 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. V 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART & MINIMUM WALL& HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN 6. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES @ EA. END. CUT PITCH & BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. I 7. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. 8. PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 2017 FBC RESIDENTIAL -SECTION R302.12. 9. REFER TO DETAIL 8 SHEET D4 FOR 1-STORY INTERIOR LOAD BEARING WALL STRAPS & DETAILS. - HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 D5L 2 x 6 x 8 x 10 x 12 UP TO 5'-4' W-4" TO 1'-0' 1'-011 TO 10'-0" 10-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN D5L 2 D5L 2 D5L 2 D5L 2 x Co x 8 x 10 x 12 Ufi TO 5'-O' 5'-0" TO 6'-4' 6'-4" TO 8"-0" 8'-0' AND OVER MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (ft. UP TO 5'-0' TO 8'-0" U111.O. 4'-11 I/2" 7'-II 1!2" AND UP NUM5ER OF HEADER STUDS SUPPORTING END OF 14EADER 2 3 NUM5ER OF FULL LENCsTH STUDS AT EACW END OF HEADER I 2 3 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 F W h W G IN O a F A SVDDrv. de LOT: CREEKSIDE LO T 41 PROJECT* 04321.000 7T-4ODE 4EBB 1828-CALI" GARAGE S7rING: RIGHT PAGE: CONNECTOR SCHEDULE 160 MPH EXP C ARCHITECT STATE \OF FLORIDA M 2 y _"-- ROLAND A.ABOUCHACRA AR NO 93723 DATE DATE: ` 05/18/18 SCALE:1/4" V-0" SHEET 4. ELECTRICAL LEGEND SYMBOL DEFINITION I NOTES 125V OUTLET 20 AMP BINDLE POLE MY OUTLET I IIOV OUTLET I To GIUITTCT4 ET WIPED I GPI I 110V OUTLET I cw p✓ "�"e- r "I INTERUPYER !TAMPER xalAreur ttinxl 220V OUTLET 1(4) WIRE CONNECTION FI I OUTLET �� I M �PTER FAULT GI SWITCI-4 SWITCH I 3-WAY OPER V4 SWITCH 4-WAY OPER. WALL MOUNTED LIG14T CEILING LIGHT �Ql VP VAPOR PROOF � 11 LIGHT hn REECESSED CAN WALL SCONCE PRB_WIRED VENT. FAN I CFM PER so. HT'. VENT. Ic W/LW4TAK I I CFM PER Ba. Fr. FIXTURE COPEC's TBD BY min+ Wl 2-BUL15 WRAP AROUND = =� 1 2' FLUORESCENT ) _ _ _ =z( 14' FLUORESCENT W TRACK LIrA 4T 0 I PANEL METER BATT. BACK-UP • ,rj.D. &1oKE DETECTOR W/ HARDWIRE_ 8D. WALL MOUNTED GATT, BACK-UP SMOKE DETECTOR W/ PARDWIRE I CANONKe MONOkIDEQ R U mECTED SI-VALE 0E A D COMBO OF NOY LE88 THENWEN 4' Ir :1.7_Riie!2!Ri I > NATURAL GAB FI/ OUTLET , 0110, TELEPWONE JACK NEATER TO BE ELEVATED DIOOIR DISCONNECT ..,.� s, .� TV. I I TELEVISION JACK (ACCOWDAW MARKED AS CEILING FAK/LIGI4T(ACCORDANCE W/ BOX MARKED AS SUCH FOR FLOOD LIGHT KP I I KERI' I 106161.4-BUTTON FOR CFNMES .--1'�• USB PORT LOCATION OF TV JACKS E PHONE OUTLETS I FANS TO 5E VERIFIED ® HOMEOWNER PRE -CONSTRUCTION MEETINGS. ALL RECEPTACLES IN ALL HABITABLE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL PROVISIONS OF F5CR 6TH EDITION (2017). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI a ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL BATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION MI501.4 F5CR 6TH EDITION (201-1). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRINGS METHOD SHALL OE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF F5CR 6TH ED (2017). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 6TH ED (2011). ALL LAMPS SHALL 5E SELECTED 5 r BUILDER AND 75% OF LIGHTING MUST 5E CONSERVATION (RESIDENTIAL ENERCsY EFFICIENCY) 2011. bth EDITION R404.1 -------------------- ----- 01 COACH LIGHT ELECTRICAL PLAN WP Panel MAIN - A PANEL: 8/16 Wp crt. breaker VOLTAGE: 12U / 24U V -1 Ph MAIN: 1b0 Amp M.U.ti FEEDER: 3- #1 Cu THWN & 1-#6Cu (G) in 1 10 C. OR 3- #2/0 AL THVVN & 1- #6 Cu (G) in 1 1/2" C. Wire I Pole I Bier I Description I Watts I Circuit I I Circuit I Watts 15304 Description Space Space A/C C.U:1 Bkr 35 I Pals 2 I Wire #8 #12 1 20 Exterior Receptacle GFI for TUG 1200 1 2 *12 2 20 Irrigation Pump 1000 3 4 5 6 Space 7 8 PANEL -A PANEL: 42 Crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.L.O. FEEDER: 3- #1 Cu THWN & 1- #6 Cu (G) in 1 100. OR 3- #2/0 AL THWN & 1- #6 Cu (G) in 1 1/2" C. Wire Pole Bkr Description Watts Circuit Circult 2 4 6 8 10 12 14 1 16 18 20 22 24 26 28 30 32 1 34 36 38 1 40 42 I Watts Description Bkr Pole Wire #12 1 20 Small Appliance 1500 1 BOX Range 50 2 #6 # 12 1 20 Microwave / Hood GFI IWO 3 #12 1 20 Small Appliance 1500 5 450D Water Heater 25 2 #10 # 12 1 20 Refterator 15M 7 # 12 1 20 Dinin Receptacles AFCI 15M 9 12DO Disposal GFI 20 1 #12 #12 1 20 Bath GFI Receptacles 12DD ii 1500 Dishwasher GFI 20 1 #12 #14 1 15 Foyer / Hall / Bed. 02 & #3/ Bath #2 AFCI 9W 13 5D00 Dryer GFI 30 2 #10 #14 1 15 UAng Room, Lanai Lights AFCI 900 1 15 #14 1 15 1 Kitchen, Pantry, & Dining Lights & Rcpts AFCI 900 17 16M Washer GFI 20 1 #12 #14 1 15 ISD & C/O AFCI 900 19 1000 IGarage Door Opener GFI 20 1 #12 912 1 20 Laundry / Bed #4! Den AFCI 1200 21 12DO Garage Lights and Receptacles GFI 20 1 #12 [space 23 900 Owner's Suite AFCI 15 1 #14 Ispace 25 900 Owner's Bathroom AFCI 15 1 #14 Space 27 900 Exterior Lights and Recept GFI 15 1 #14 Space 29 1000 Irrigation controls only 20 1 #12 Space 31 Space Space 33 Space Space 35 Space !;t2 Space 37 Space 35 A/C AHUA (Heater 5 KVA at 65% 5525 39 Space 41 Space Load subject to demand factor calculations! line 16000 276W Load subject to demand factor calculations / line Domand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON-CONCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 43600 ' First 10000 watts at 100% 10000 Remaining watts at 40% 13440 Total A/C load 10829 LOAD CALCULATION IS BASED ON AIC NON -COINCIDENT LOAD Total Connected Load Watts 34269 Total Amps (watts / 240 wks 142.8 150 AMP ELECTfRIGAL R15ER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR &TH EDITION (201-1), LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE POWER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN 1-1/2" DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (AL) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE 15 PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D. PROVIDE 302/0 CU, THWN + I"6 CU IN 2' CONDUIT OR 3 04/0 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE A50VE SOFFIT 0 OVERHANGS.) COMBINATION SERVICE DISCONNECT SWITCH AND M ELECTRIC METER IN NEMA 3R ENCLOSURE 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 5ONDINGS TERMINAL AT LOW VOLTAGE CONNECTIONS 150 AMP 120/240 VOLT I PHASE MLO PANEL CABLE TELEVISION SERVICE ENTRANCE EQUIPMENT �— 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 6TH EDITION (2017). 5/8" DIA X 8 FT LONGS COPPER CLAD GROUND ROD 1441 N. RONALD REAGAN Bl. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Ir Imo.. O 4 U Q �F�yy �l z 1 BU IDIV. de LOT: CREEKSIDE LO T 41 PROJECT# 04321.000 MODEL:: E 4EBB 111828-CALI" GARAGE OWING: RIGHT PAGE: ELECTRICAL PLAN 160 MPH EXP C DA �` 05/18/18 SCALE:1/4' [SHEET KIMN W h U W 0 F P G W A F A E: ti stmDrv. de LOT: CREEKSIDE LO T 41 04321.000 MODI A 4EBB "1828—CALI" GARAGE BWMG: RIGHT PAGE: HVAC PLAN 160 MPH EXP C DRINT p05/18/18 SCALE: 1/4 Jv=11- 0" SHEET 6 : gull T141 2600 PSI • 28 DAYS T. P SLAB W/ }' / WASHER T PLATE TO SLAB WV UOd • BLAB RENFORZED W/ D. P,L • OG MAX. NAIL • 32' O.G. MAX I' NOBI Im" 6 x 6 - WL4AUTA WW1M. 0'-0' FML FLR ° e x4 REBAR J 4' INFORGED W/ 6'x6' WL4XWA - ' CGNC. IEW:FORCED W/ 6'X6' WL4XWL4 In' RADI d z WWF OR FI 6N ON 6-MIL VAPOR OR vIIMR'1ES14 ON 6-MIL. VAPOR IX �- OR R ; a w O RETARDER WELL -COMPACTED GLEAN z Q' R ON WELL -COMPACTED IcLtO fF€L. N a TERMITE TREATMENT TO BE FILL. TE TE TREATMENT TO ISE FILL TERMITE ATMEN7 TO BEAlt-IIII BE . BORA_GApE APPLIED AT FRAMING. - / _ _ N m 51 APPLIED AT FRA INCx BORA-GARS RED AT iiRAl' W9 F'501 AF IEp AT FRAMING. z IX 4" , I'-m^ -4" (2) 5 REBAR C4{.gWRB 4' 4(3) 51EBAR ON IRS 4 I ID 4 (2) $IE CFUAIRB m ) -O 12, MIN. > m o 12) 5 REBAR ON CHAIRS 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING �• �1"� W/ BLOCK WALL � AT L. B. W. (W/ UPLIFT) AT L. B. W. (W/ NO —UPLIFT) 3 STAIR DETAIL NOT USED ®' 9GALE: In'=I'-O' �••• SCALE: I/2'•I'-[d° �)_�a_ATLW In'=I'_®' t.J SCALE, 1n'.r- �. `N s • Q ° 4' CONC, REInF. W/ 6'x6' WIAXWUkD WJM ON 6-MIL POLY ETHYLENE VAPOR RETARDER ' L Wj 4" ON MI I -COMPACTED CLEAN FILL TERMITE 4' CONC. REINF. W/ 6'x6' W,4XIUTA4') WJ.M ON 6-MIL POLY ETHYLENE VAPOR STUD$ I6' Or_ MAX STUDIO 16, O AX 0 8, TREATMENT SHALL ME BORA-CARE RETARDER ON WELL -COMPACTED CLEAN (U 5 REBAR 04 CHAIRS ,4" 4' FILL TERMITE TREATMENT SHALL BE SECURE 60T1'OM W/ SECURE BOT(dM O WEAD SECURE P. T PLATE W/ THICKEN EDGE BORA-CAME SIMFI SP4 ' O SIPTP8m OF, • ' O VARI WI M 3 MAX 4 GARAGE STEP—UP HEIGHT OF GAR W sEcuRE BT O W/ kw HEIGHT OF GARAGE 6ECIUE BT. A O W/;'x8' SCALE: In'.I'-0' VARIES WITH SLOPE Z' R 7' EMt�D. VARIES WITH SLOPE 2' -I' EMBED. TO SLAB W/ 10d NON— BEARING m IMF • MA MIN. • oc MAx RY ' 32' O.C. MAX w XY FOR EXPANSION 'E FOR EXPANSION w U BGALE: n'•I'-0' d w m a wTNII > ° ° -a. REINF. W/ 6'x6' W,4)•AA0 U21r1 w w �'POLY ETHYLENE VAPOR ON WELL -COMPACTED CLEAN ' ,,,r ° a FILL YERMIYE TREATMENT 6HALL BE z } - 6'XG' W.4XWIA-GAZE L O _ - FIBS ON 6-MIL. VAPOR w r IEINFORI.ED W/ 6'X6' WL4XW4 ° • ' CONG REWORCED W/ 6'X6' WUGXW,4 ( GONG. tEMFORCED W/ 6'1 NI4XWId 11-1 MET LL-COMPACTED GLEAN y 4' AMUTAO UIIM ON , IX FIBERMEBH OV 6-MIL VAPOR OR FIBER"ESH QV 6-MIL VAPOR FIBERMESH ON G IL. VAPOR FILL TREATMENT TO BE 6-MI PO YET VAPOR RETARDER w BETA R GN WELL -COMPACTED GLEAN z IX !E 'OER ON WELL -COMPACTED GLEAN z il' 1Et ER ON WELL -COMPACTED CLEAN IX > € > r2) 5 ON CHAIRS a RE MPLIED AT FRAMING. LL- CLEAN FILL TERMITE - FILL. TE TE TREATMENT TO BE E FILL. TREATMENT TO IM FILL. ITE TREATMENT TO BE A L ME BORA-CARE ^' -O' 4' BORA-GA APPLIED AT FRAMNG. rn S' 4 4' , BORA- APPLIED At FRAMINA - I'-O" 4" 51 APPLIED AT FRAMING. :n O 4' I' 4" 5 REBAR ON 04AIR6 z IX 11115 REBAR AIRS l3) 5 IEBA CFIAIIE (2) 5 REBAR CHAIRS O FR - GARAGE STEP—UP 1—STORY FOOTING RAGE STEP— GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. /,� 1 AT FRONT PORCHES ON —BEARING 6 L.B.W. W UPLIFT 6 A 2—STORY L B. W. W/ UPLIF B L.B.W. W/NO UPLIFT WNO UPLIFT EXTENDED STEP ' ' '•P °° SCALE. 1/1Y'-O' SCALE: In'=P-ml OC E ENDED FOOTING5 GALE, PZJ STEMWALL TO BE MIN. 3 COUR8E8 SCALES In„ `Y- t1 CACETii :T�' i QVI RECESS FOR 11-01, SECURE P.T. BT. TO SL W/ I a °°. ° m GARA4E DOOR In'XS' T EMBED. IMML 2' OG M (U 5 IEBMR VERTICALLY W/ CONC. (1) 5 REBAR I Y 'x6' WL4XWI.40 WWM POURED CELL tW CONC. -MIL ETHYLENE VAPOR SECURE P.T. rE O W/ B, CMU WELL -COMPACTED ..4' CONC, REIN. W/ 6'x6' W.4XWL40 UL M ON VZ'XS' SHER' T 8' CMU GLE L TERMITE 7REA'IfMENT SHALL ° 6-MIL POLY ETHYLENE VAPOR RETARDER ON EMBED. 32 s z I IX OF O 9" 5" 14' WELL -COMPACTED CLEAN RILL TERMITE w F R NOTE: OPTIONAL USE O= - 4 • GARAGE U .� - 4" 5 REBAR ON CHAIRS TREATMENT SHALL BE ISORA-CARE �, CONCRETE CURB •GARAGE n ETERTINED BY 4 ° . W/ III WIAXWIOR Ulll'T WALLS TO IRE DEIERMINEP B7 DIVISION. > crr -P'I Y ETHYLENE VAPOR STOP C CRETE PAD w < ° R OI HELL -COMPACTED GLEAN n S BUILDER BY DIVISION. STUGCA Q (I) 5 REBAR ON CHAlRRB MF.W/6'x6'W.4kW,4OWA12M + .. FI ITETREATMENT SHALLBE STOP M3MTVAREB v ALF, �- 11 GARAGE DOOR FOOTING > ° ON 6 POLY ETHYLENE VAPOR a -GARS CURB I-EkSW VARIER "' F TM IM TREATMENT SHALTL BE CLEAN . 4 e (3) 5 ON CHAIRS Q ? w a z & 4' conic. REINFORCED WU/ 6'X6' WL4XWL4 SCALE. a z IX > z ° L 8" vARIEB •a. E O • ° a F OR FIBERMEBH ON 6-MIL VAPOR 6' 8GD TRAFOR CK 3 0 4' CONC, REINFORCED W/ 6'X6' WIAXWI,4 = -a - IrER ON WELL FLOOR -COMPACTED CLEAN FMIBH ? l2) 5 IRE ON CHAIRS -m' UA P OR NIMAMESFI ON 6-MIL TREATMENT TO BE VAPOR m � [I15- r - • FlLL ITE a L > • RETARDER ON WELL -COMPACTED CLEAN BORA- APPLIED A7 PI m '� 4�� 9. -- PILL TERMITE TREATMENT TO W , - - ARAGE STEP—UP BORA-CARE APPLIED AT M R.41IN IX 2 —STORY L. B.W. z µ0 4' 4" _ (2) 5 REBAR ON CHAIRS ? . e 4` (3) 5 CHAIR6 a v v EXTENDED FOOTING m_8. GARAGE STEP—UP 1—STORY L.B.W. SCALE: 1/2 xP-W / 1—STORY FOOTING 2—STORY FOOTING/ �D EXTENDED FOOTING CAB 1 w' cW® HE A TES AT GARAGE m o W UPLIFT CA V �� AT GARAGE 10 SLAB AT S.G.D. 2 SHOWER RECESS FOOTER _-ALE: 1/2'=P-0° SCALE: I/2'=1'-0' BGaLE: r=r m' SCALE: r.r-®' (1) 5 REBAR VERTICALLY W/ CANG L! POURED REA'F. W/ 6'xi' WAXWIAO WWU'T ON 6-MIL POLY ETHYLENE VAPOR INSEULA OWN R- '.'4 ' RETARDER ON WELL -COMPACTED CLEAN TEXTURED I TERMITE TREATMENT SHALL BE B CARE e' GMU z fC [Z) 5 ON CHAIRS z 1/2, LAB AT GARAGE GROUTED BONA BEAM r� m r SERVICE DOOR ?o ER IEeAIR VARIER RELEv. E: REAR W/ R'HOTIE VEWWICAL . y TIE HORIYONT GROITED BOND BEAM _ - 1TRE�AR W/ m' TKO NOT USED CAULK AND SEAL VARIES PER ELEV. EB PER ELEv. z w TOP a a 4' GONG RENFORCED W/ 6'X6' L 6 )#A4iL UP'�OR RF .4 ON 1 J_LILITU�/ GAS LINE L-COMPACTED CLEAN FILL. PcuRED ENTREE CONt. (TYPJ 1 1'`J NOT USED 1 tD BOND BEAM ITE TREATMENT TO IM ' I k PVC SLEEVE 1 ( F _ -GARS APPLIED AT V CMIU FILLED CELL (TYPJ FOR GAS LINE Q FR�YM ItWASI-ER 2X WLALL FRAI'1MG6' PVC a4ABE TWRUI FOOTING (3) 5 RE ON CHAIRS (4)100' ANGHOR BOLTS or (4)YPXT' �In' DRYWALL I-STORY2'-O"J-BOLTS MIN. 5'pMBEDMENT W/ 2'M'XI/8' (2) 5 REBAR CN CHAIRS AND NUT SPACED EVENLY FROM TORY FLOOR TO BOND BEAM. SET IN JOINTS �� DASE (385 1EBAIR ON CHAIRS 2—STORY FOOTING PRIOR TO FILLING. ISLEEVEDANCHORIN a, SOLID POUR ACCEPTABLE RETROFIT) - /�� W/ BLOCK WALL EXT. /INT. FRAME WALL TO a scaLE:1�'=I'-®" ��1BLOCK WALL CONNECTION p (UR�I-R�ERTIGALLYW/GONG 1 cJ SCALE. In'.I'-O' SEE ENER"AY CODE FORMS FOR q c. IH �LWATICN R-vAL1 8 4 tl q �T SIRED q CLEANOUT REGA RED 6 GAS LINE THRU BLOCK 1n' GYP. WLBD. Z FOR INSPECTION 1 V z WOOD BASE F ° - ry NOT USED q w 4' CONC. pI. WU 6'x6' WIA>WL40 ULM CNU 6-MIL POLY ETHYLENE VAPOR , IX RETARDER ON WELL -COMPACTED CLEAN 0'-•' FIN. FLR 0'-0' FIN. FLR 0 FILL TER Trr TREATMENT 614ALL SE a a 0 BORA-CARRE s+ ,a ° TIE VERTICAL REBAR - °n ° E yr HORRrICAL IZONTAL BAR (V 5 REBAR SET IN 8MP'BOM HIGH e - a TO HORIZONTAL 6TRENGTH EPDXY 6' EMBED. MIN. <I , (2) 5 RESAIR I -STORY j ° a.; IIII W/ W' HOOK a.:° ° R W/ 10' HOOK L (3) 5 REBAR • 2-STORY Z .I �� r •�' OUTSIDE IFIEI BE `p ° a° 6' PVt CHASE THRU FOOTING z T •�+:�. 9�., a r. r CON NNUOIS = i QQ L > 4' CQNC., IEINF. IW 6'xi' WI.4XW:40 '�LLa �+�' .� (V 5 VERI'. DOWEL a�. WWM ON 6-MIL POLY ETHYLENE a LAFT°ED W/ BOND BEMs IM I-C MPACTSD L lv2 1EBAR AT coRNEIRe - 1-STOW HORIZONTAL/VERTICAL ` °• WELL -CONTACTED GLEAN FILL - W/ 28' LAP MIX ;,� O 4' - 4' (2) 5 IEB.NR ON C-IAIRS TERMITE i1REATTIEN7 eHAR1 BE °� - � � 2-STORY BORA-CAME 2'-I' MIN. LAP ' 4 (3)III 1EBAR ON GHAIIRS HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR PIPE THROUGH REINFORCING F BEARING CHANGE OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING A B LINTEL CORNERS D W BLOCK. WALL SCALE, +�— ALL EXTERIOR FOOTERS Ar7C' ]F'IN]CSaH SLAB'S 70 BE MIN. �L2" BELOW UNIDISTURBEID SOIL CONTROL DATE: 07/01/15 —(V 5 REBAR VERTICALLY Wl CONC. POUR CELL —SEE ENER3Y CODE FORMS FOR INSULATION R-VALUES .—TEXTURED FWNISH ..--8' CMU , In' GYP. W_ BD. —WOOD BASE 4' conk. REIKORc=m WU III WIAXWIA WLF OR F16ERME8H ON 6-MIL VAPOR RETARDER ON WELL -COMPACTED CLEAN FILL. STUDS ATE TO STUD WV • O.C. MAX PLATE TO SLAB UV LT W/ 2' WASHER'I- MIN. • 32' OG MAX B 4 REIK-I W/ 6'X6' WIA)WL4 IX OF FIBER'7ES14 ON 64MIL. VAPOR RETA ON WELL -COMPACTED CLEAN 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w Urq W O 0. U W Q F q ti D r �iFf r qA� � J suan V. 89 LOT: CREEKSIDE LO T 41 PROJECT# 04321.000 MODEU 4EBB "1828-CALI" GARAGE BTaNG: RIGHT PAGE*. MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP C ARCHTECT- STATE OF FLORIDA ROLAND A.ABOUCHACRA AR NO 93723 DA�TZ:, 05/18/18 ®CALM 1/4$,=V-0" WKEET FIBERGLASS SHINGLE" OVER 030 FELT PAPEI INSTALLED PER FBCI RR50511ON 0.52 SHEATHING OR CD PLYWOOD SECUREI PER FASTENEI 5CHEDUL PRE-ENG TRUSS MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT EMBED. STRAP VERIFY W/ TRUSS PLAN %' THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY L z(2� yw �10 O 1—STORY 1 BSCALLOCE: 3K WALL TEE ENERGY CODE FORMS FOR �SULATION R-VALUES 'GYPSUM BOARD OR i" HIGH TRENGTH CLG. BOARD :ONC. FILLED LINTEL BLK W/ (U 5 REBAR CONTINUOUS 'RECAST LINTEL -E ENERGY CODE FORMS FOR SULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U K'5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS A 16' O.G. 8" CMU 1/2' GYP. WL, BD. WOOD BASE FIBERGLASS SHINGLES OVER W FELT PAPER INSTALLED PER FBCR RR905.1.1 ON J' O.S.B. SHEATHING OR CDX PLYWOOD SECURED PER FASTENER SCHEDULE MTL. DRIP EDGE 2x4 OR 2x6 FASCIA PER ELEVATIONS VENTED ALUM. SOFFIT PRE-ENG. GABLE TRUSS WEEP SCREED (SEE DETAIL 5/D3) 2X6 P.T. SECURED TO MASONRY w/ 1/2"x9' A.B. w/ y 2' DIA. WASHERS, I' MIN. EMBEDMENT WITHIN 8' OF EA. END, 32' O.C. MAX IN FIELD. GONG. FILLED LINTEL BLK. W/ lU 05 REBAR CONTINUOUS PRECAST LINTEL 5/8" THICK, 3 COAT PORTLAND CEMENT PLASTER APPLIED DIRECTLY TO MASONRY (1) S REBAR- VERTICALLY W/ CONC, POURED CELL 8" CMU TYP. O.N. zQ 4 1—STORYo GABLE BLOCK � WALL SCALE: 3/4" =1' -0- 2x4 BLOCKING BETWEEN TRUSSES At FIRST FIVE BAYS 4'-0" O.G. (AT SHEATHING SEAMS) STIFFBACK AT ALL UPRIGHTS OVER 4'-10" HIGH (SEE SEALED ENG. FOR SIZE AND CONDITION) WD. TRU55 24" O.C. MAX. CONT. 2x4 RAT RUN SE -CURED W/ M 12d'6 a EACH TRUSS SEE ENERGY CODE FORMS FOR INSULATION R-VALUES 5/8" GYPSUM BOARD OR 1/2" HIGH STRENGTH CLG. BOARD IX2 FIRE -STOP SEE ENERGY CODE FORMS FOR INSULATION R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRE -CAST CONC. SILL -Ix2 P.T. FURRING STRIPS m 24" O.C. 1/2' GYP. WL. BD. WOOD BASE 2X4m SECURE TO BLOCK W/ W 2X4= 2X4� TAPCONS OR DRIVE PIN SECURE TO BLOCK W/ W6' SECLLF4= t0 BLOCK W/Y4' TAPCONB OR DRIVE PIN (MIN. BFIANK SIZE .145 MIN. HEAD SIZE "Is TAPCONB OR DRIVE PIN (MIN. SHANK BIZ(= (MIN. SHANK $ITE .148 MIN. EMBEDMENT I YW .14b MIN, HEAD SIZE 300 MIN. HEAP SIZE 300 b' GMu WITHIN 8' OF EACH END 1 18' OL. MAX &PACING. NOTE: STRUCTURAL 2X MUST BE MIN. EMBEDMENT I Ya') WITHIN 8' OF EACH END 4 NOTE' STRUCTURAL 2X MUST BE MIN. EMBEDMENT 149 WITHIN 8' OF EACH END / NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE 4 SECURED Yt' DRYWALL2Xbm ON OU781DE / SECURED THROUGH 10' O.C. MAX SPACING, ON OUTSIDE 1 SECURED IB' OL. MAX SPACING. THROUGH NON-STRUCTURAL V I'X4' OR PX2' F.T. NAILER Ix4 OR */WX4' MIN. SECURE TO BLOCK W/1-W6' NON-STRUCTURAL Ter TAPCON MIN, I-V EMBEDMENT INTO 2X6= THROUGH NON-STRUCTURAL TAPCON MIN I-Ys' eMBEDMENT 2X6:® SECURE TO BLOCK TAPCON MIN. I-Yi EMWOMENT INTO ❑ P.T. SECURE THRU FRAME 1 TAPCONS OR DRIVE PIN BL«,K (MIN. SHANK SIM J45 SECURE TO BLOCK W/1- ' 7A'GONS OR INTO BLOCK W/I-I/d' TAPCONB OR BLOCK ❑ EXTEND PO INTO BLOCK Ul/ ' tAPGON6 OR DRIVE MIN. HEAD SIZE 300 CMU MIN. EMBEDMENT I Y4') DRIVE PIN (MIN. SHANK 6IYE 'CMU DRIVE PM MIN. SHANK SIZE PM WITHIN B' OF EACH END 4 DRYWALL .145 MIN. HEAD SIZE "0 ' DRYWALL MIN. HEAD STYE 300 o -L (MIN. SIiAt'KG SIZE .148 MIN. HEAD BITE 300 18' OL. MAX SPACING. 2X8� ❑ 'X4' OR DO' P•T. NAILER MIN. EMBEDMENT 1 Ys') WITHIN 8' OF EACH END 1 ❑ 'X4' OR I'XV P.T. NAILER MIN' EMBEDMENT I Yt) WITHIN 8' OF EACH END 1 'X4' OR I'X1' P.T. NAILER MIN. EMBEDMENT I-YI SECURE ro BLOOIK wa- 'l4' MIN. IN O.G. MAX SPACING. IB' OL. MAX SPACING. WITHIN 8' OF EACH END 12X8=p TAPGONS OR DRRVE PIN 2X&® 7b' 0,5E. X 4' MIN. 18' ON- MAX SPACING (MIN. BFVANK SIX€ J45 SING SECURE TO BLOCK W/1-a%,' POOR CASING SECURE TO BLOC. WA-I/4' DOOR CASING MIN. HEAD 81ZE 300 'tB OR WINDOW #TTOAQ]�TXO TAPCON6 OR DRIVE PM MI SHNLPCO FOR I6112 LAPIN POOR CASING DOOR JAMB OR WINDOW ATTACH TO 2X PER MIN. EMBEDMENf I Y1) 2X PER WITHIN 8' OF EACH END 4 (MIN. SHA•BC SIZE .148 300 MIN. HEAD SIZE 3 DOOR JAMB OR WINDOW —ATTACH ATTACH TO 2X PER . MIN. HEAD SIYE 900 ADOOR JAMB OR WINDOW MANUFACTURES DETAILS. MANUFACTURES DETAILS. is, O.G. MAX SPACING. MIN. 149 MANUFACTURES DETAILS. MIN. EMBEDMENT I Y4') MA'VUFACI1URE6 DETAILS. NOTE: SHIM AS NEEDED TO PLUMB NOTE. 6HRM AS NEEDED TO PLUMB WItHIN 8' CP EACH END / IB' OL. MAX SPACING. NOTE` 841M AS NEEDED TO PLUMB WITHIN 8' OF EACH END 4 I8' OL• MAX SPACING. NOTE, 84M A6 NEEDED TO PLUMB (PO Ys') JAMB (DO NOT EXCEEDY4'1 JAMB (DO NOT EXCEED A9 JAMB (DO NOT EXCEED V) JAMB NOT EXCEED DOOR JAMB To BLACK +9/4 OR +5/4 DOOR JAMB TO BLOCK +1-15 18" DOOR JAMB TO BLACK +9" DOOR JAMB TO BLOCK +3-7/18" T�1 WINDOW TO BLACK +3/4 OR +6/4 /n•1 WLNDOW TO BLACK +1-15 8" WINDOW TO BLOCK +9" '-6G �\ WINDOW TO BLACK +9-7/18" 31 .'-0 P_®' ZE: 3/8'=I'-0' 2X4M 2Xd:m SECURE, SECURE TO BLOCK W/ %' SECURE 0NS OR DR VE PIN TAPCONB OR DRIVE PIN TSAEPCONS OR D� PINS, (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE MG MIN. HEAD SIZE 300 MIN. HEAD 612E -400 MIN. HEAD 61YE 300 MIN. EMBEDMENT I Y4') WITHIN MM. EMBEDMENT I Y4') WITHIN B' OF EACH END 1 18' WITHIN MIN. EMBEDMENT I Y4') WITHIN 8' OF EACH END / IB' OL. MAX S ACC• NOTE: STRUCTURAL 2X MUST SPACING. MAXX S e' OF EACH END 4 18' OL. NOTE: STRUCTURAL 2X M GT BE ON OUTSIDE / SECURED 2X MAX SPACING. 2C'= BE ON CUTSIDE 4 SECURED SECURE t0 BLOCK THROUGH NON-STRUCTURAL SECURE TO BLOCK W/2-91Iy' TAOURE TO BLOCK-� THROUGH NON-STRUCTURAL wA_I)4,' TAPICCNS OR �(►' TAPCON MIN. I-Y.i TAPCON6 OR DRIVE PIN OR DRIVE PIN �4' TAPC-GN MIN I-X' DPovE PM EMBEDMENT INTO BLOCK (MIN. SHANK SIZE .145 (MIN. SHANK 61YE .145 (MIN.TApG A EMBEDMENT INTO BLOCK (MIN. SWANK SIZE .145 MIN. HEAD size 300 MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 8, C`IJ MIN. EMBEDMENT 1 Y49 MIN. EMBEDMENT I YI) WITHIN 8, CMU MM. EMBEDMENT 149 )S' DRYWALL WITHIN 8' OF EACH END 1 e' Q'1U 8' OF EACH END 4 18' Cr— J4' DRYWA_L WRHIN 8' OF EAGd £ND I , I'X215' 18' OL. MAX SPACING. DRYWALL I'X4' OR I'X2' NAILER MAX SPACING 2X8s1� ❑ PX4' OR DO' P.T. NAILER 1 18' OL. MAX SPACING. 2X8� �41r NEC2X8:m TO BLOCK W/1476- P.T. OOR CASING SECURE TO BLOCK W)2-%' CASING SECURE TO BLOCK 6TURALSECURE W4a WITHIN 8' OF EACH TAPOONS OR DRIVE PIN tAPCONB OR DRIVE PIN W/2-%' TAPCONS OR DRIVE PIN END 1 (MIN, SHANK SIZE .145 MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW (MIN. SHANK 812E J45 MIN. HEAD SIZE 400 DOOR JAMB OR WINDOW (MIN. SHANK. SIZE .145 R CASING MIN. EMBEDMENT I Y4') WITHIN ATTAGFi 70 2X PER MM. EMBE[NMENt I Yd) WITH( ttAG-I TO 2X PER MIN. HEAD SIZE 300 MM. £MB£DMETIt I Y1) DOOR JAMB OR WINDOW TTACH TO 2X PER 8' GF EACH END / ISOL. MMIUFACTLLREB DETAILS. 8' OF EACH END / 18' O.C. MANUFACTURES DETAILS. WITHIN 8' GF EACI-4 END 1 MNJIIFACTUREb DETAILS. MAX SPACING. . SHIM AS NEEDED TO PLUMB MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB U3' O.C. MAX SPACING. NOTE. SNIP'! A8 NEEDED TO PLUMB JAMB (DO NOT EXCEED Y49 JAMS (DO NOT EXCEED Yi) JAMB !DO NOT EXCEED Y; ) DOOR JAMB TO BLACK +1-1 2" DOOR JAMB TO BLACK +2 } DOOR JAMB TO BLACK +9' /a\ ALRDOW TO BLACK +1-1 '-' rn1 WBKDOA ''' TO BLACK +2 1 4 r� W TO H CK 9" SCALE: 3/8'"I'-0' SCALE: 3/8'•I'-0' SCALE- 3/B'=I'-0' FASTENER SCHEE:>ULE 2X4s SECURE TO BLOCK WNs' TAPCONB OR DRWE PIN (MIN. SHANK SIZE J4B MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y<) WITHIN 8' OF EACH END 1 NOTE: STRUCTURAL 2X MUST IS O.G. MAX SPACING. BE ON OUTSIDE 1 SECURED 2X6 THROUGH NON-STRUCTURAL SECURE TO BLOCK W/I-I/4' a%•' 7APCON MIN. I-Y4' TAPCONS OR DRIVE PIN EMBEDMENT INTO BLOQC (MIN. 8HANK SIZE .146 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YV 8• CMU WITHIN 8' OF EACH END 1 JS' DRYWALL W OL. MAX SPACING. ❑ I'X4' OR I'X2' P.T. NAILER 2X8a SECURE TO BLOCK W/1_114' ' P.T. X 4' MIN. TAPCONS OR DRIVE PIN OR CASING (MIN. SHANK SIZE .145 MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y�) DOOR JAMB OR WINDOW WITHIN B OF EACH END / ATTACH TO 2X PER ,ANUFACTUREB DETAILS. I8' O.C. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB JAMB !DO NOT EXCEED V) ROOF DIAPHRAGM NAIL REaUfREMENTS TOP CORD BLOCKING AT 4' USE 1/16' O.S.B. OR 1/2' CDX PLY WITH 08 RING SHANK GUN NAILS AT 4" O.G. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6" O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. ROOF SHEATHING TO GABLE END FRAME USE 08 GUN NAILS • 4' O.G. O.G. MAX. IN FIRST 2 FRAMING SPACES AT EACH END. RAFTER OR TR1155 ROOF SHEATHING EXTERIOR SHEATHING NOTE: NAILS TO BE MFG. BY MEMBER OF INT. USE 1/2' COX OR 1/16' 055 PLY WITH 08 RING SHANK GUN NAILS AT 6' STAPLE, NAIL *TOOL ASSOCIATION O.C. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP 1 1. 0.113 INCH NOMINAL SHANK DIAMETER BOTTOM PANEL AND "8 RING SPANK GUN NAILS AT 6' O.G. AT 2 RING DIAMETER OF 0.012 OVER SHANK DIAMETER INTERMEDIATE SUPPORTS OR 1/I6' ZIP SHEATHING SYSTEM 3.16 TO 20 RINGS PER INCH (INSTALLED PER MANUF. SPECS). SEE DETAIL. 4. 0280 INCP FULL ROUND DEAD DIAMETER NOTE: -RING 614ANK GUN NAILS SHALL BE PERMITTED AS AN 5. 2 INCH NAIL LENGTH ACCEPTABLE PASTENER FROM ANY MANUFACTURER -ROOF DESIGN PRE86URE BASED ON WORST CASE SIZE HEAD LENGTH DIA. TENSILE STR 8d ROUNp1MOpIFIEp 11/v J13 110fD00 OR T 10d ROU*DP'IODIFIED 21/8, .128 T10p00 OR BUILDING LENGTH B' CMU lY DRYWALL I'X4' OR I'X2' P.T. NAILER ❑fMIK Ix4 P.T. OR %'X4' MIN. SECURE THRU FRAME 4 EXTEND 144, INTO BLOCK W/ )1(.' TAPCONS OR DRIVE PIN ❑(MIN. SHANK SIZE .145 HEAD SIZE 300 MIN. EMBEPMENt I-V WITHIN 8' OP EACH END / 18' OL. MAX 8PACMG DOOR CASING DOOR JAMB OR WINDOW ATTACH TO IX PER MANUPACTURES DETAILS. NOTE: SHIM AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Ai ) DOOR JAMB TO BLACK +9 4 OR +6 4 i-r\ WINDOW TO BLOCK +3/ OR +6/ " AL : 3/8'"-0' DOOR JAMB TO BLACK +3 9/4 y iv1 11INDOW TO HIACK +3 9/4" " SCALE: 3/8'=I'-0' N J ZLL L" NOTE : TYP. EXi. SHEATUING ATTACHMENT 4 FOR SHEAR 1 UPLIFT (O.S.B. TO BE STRUCTURAL m GRADE) CONNECTORS PROM STUD TO PLATE ARE Q) NOT REQUIRED EXCEPT ® OPENINGS a Z �ROOF 5�4EATkNG LAYOUT AND ENDWALL 51RACING FOR GAPLrz AND FRAMING •8 RING SHANK GUN NAILS e 4. OG. TOP a BOTTOM EDGES FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBCR RRS05.1.1 ON " O.S.B. SF IEATI IINlx OR" CDX PLYWOOD SECURED PER FASTENER SCHEDULE TO MTL. DRIP EDGE -1 2x4 OR 6 FASCIA PER ELEVATIONS VENTED A M. SOFFIT STIFFBAC T ALL UPRIGHTS OVER '-10" HIGH (5EE SEALED FOR SIZE E CONDITIO O.S.B. SHEATHING OR i" CD PLYWOOD. ATTACHED PER FASTENER SCHEDULE ON SHEET D2 OR 1/16' ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) i/8' THICK, 3 COAT PORTLAND CEMENT PLASTER OVER EXPANDED GALV'D METAL LATH ON FORTIFIBER JUM50TEX GRADE "D' PAPER OVER TYVEK BUILDING WRAP (REFER TO STUCCO SPECS FOR COMPLETE INFORMATION) OR 1116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) WEEP SCREED (SEE DETAIL 7/WA2 SECURE GABLE TO 2x6 P.T. PLATE W/ 12d'b 8" O.C. MAX SECURE 2x6 PT. PLATE TO BL / }"x?J' ANCHOR BOLT W/ 2" W ER SENT IN SIMPSON HIGH 5T NGtH EPDXY I" EMBED. MIN 32'Or, MAX. %' THICK, 3 CO PORTLAND CEMENT PL TER APPLIED uu DIREC Y TO MASONRY 1— ORY GABLE VAULT CLG. LOCK WALL SCALE: 3/4" =1' -0 2X6 P.T. SECURED TO MASONRY w/ 1/2'x9" A$. w/ 2' DIA. WASHERS, 1' MIN. EMBEDMENT WITHIN 8" OF EA, END, 32' O.C. MAX IN FIELD. PJ 08 2' DECK SCREWS a 6'-8' O.C. MAX c EDGES 1 12' O.C. MAX IN FIELD. UNTPREADED 'SHANK TO EXTEND BEYOND' THICKNESS OF SUB -FLOOR SHEATHING TYP. 3/4' TIG SUB -FLOOR DECKING GLUED TO ALL EXPOSED MEMBERS 2x4 BLOCKING BETWEEN TRUSSES WHERE "X' BRACING IS PRESENT PRE-ENG GABLE TRUSS CONT. 2x4 RAT RUN SECURED / (2) 12d'6 6 EACH TRUSS TO BE INSTALLED a MID. DINT OF TRUSS SPAN, OR 10'- " O.C. MAX. _ 5EE ENERGY C E FORMS FOR INSULATION R- ALUES " GYPSUM ARD OR 4" HIGH STRENGT CLG. BOARD x4 a 24" O.C. a INTERIOR KNEE WALL CONC. FILLED LINTEL BLK W/ (1) 1S REBAR CONTINUOUS PRECAST LINTEL WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PRECAST SILL (U *5 REBAR VERTICALLY W/ CONC. POURED CELL Ix2 P.T. FURRING STRIPS a 16" O.C. v" CMU I " GYP• WL. BD. DOTE: PER FBCR RS05.1.1 - FOR ROOF SLO S 2:12 t0 LESS THAN 4:12, A (2) LAYER UNDERLA ENT SYSTEM IS REQUIRED. FOR ROOF SLOPE 4:12 OR GREAT1=R, (1) LAYER UNDER.LAYME 15 PERMITTED BUT MUST BE PER ASTM D226 TY 11, ASTM D 48ro9 TYPE IV, OR ASTM D 6rt5-1 LGEELAN L BTM. CING:. R ' NG'D WOOD (TYP) a 24" X IMPSON ® J I6 YP) VERIFY TRUSS PLAN CONC. POURED LINTEL COURSE v— IX4 SYP LATERAL RE-INFORCING 36, O.G. MAX ® TRUSS BTM. CHORD, SECURE W/(3) Imd NAILS !a EA. TRUSS CHORD GABLE END BRACING m -0" C'8 RING SHANK GUN NAILS • 6' O.C. IN FIELD TYP. EXT. SHEATHING ATTACHMENT FOR ROOF SPEATPING (OSJ3. TO BE 6TRUGTURAL GRADE) 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com 4.AA #: 0003325 w 3 U W 0. w A F SVHDiY. de L/0T: CREEKSIDE LOT 41 PROJECT# 04321.000 WODELa 4EBB "1828-CALI" GARAGE BVMG: RIGHT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP C 05/18/18 OCALJIM 1/4 IBE3EET U 2 I5ERGLA55 SHINGLES VER 030 FELT PAPER I STALLED PER FBGR 2x4 BLOCKING BET N R905.1.1 ON r" O.S.B. TRUSSES AT FIRST C FI RGLASS SHINGLES OVER PROVIDE EAVE SH ATHING OR �" GDx BAYS 4'-0' O.C. (A 030 FELT PAPER (OR BAFFLE OVER THE TOP P YWOOD SECURED SHINGLES OVER SHEATHING SEAMS APP OVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER SCHEDULE EMBED. STRA PER INSTALLED \O.S-B. O.S.B. HEATI-iINGrt OR "CDX CLEAR VENTILATION VERIFY W/ t ss R RRS05.L1 ON PL OOD SECURED PER PER FBEG R4022.3 PRE:- NG WD. TRUSS PLAN tHING OR J' GDX F STENER SCHEDULE 24" O.G. MAX. SECURED PERZIP ENER SCHEDULE PRE-ENG TRUSS SHEATHING SYSTEM MTL. RIP EDGE: SrzE ENERGY CODE ORMSP -C"(INSTALLED E:DGE'. TYP. TL. DRIP EDGE SEE ENERGY GOD FORMS PER MANUF. sPEcs.) OR FOR INSULATION R ALUES o.H. ASCIA SCIA PRE-ENG D. TRUSS2X4 24" O.C. X 2x4 OR x6 SUS -BAND FOR INSULATION -VALUES.w°°p S�+EAT�+IrPER OR 2 FASCIA 5/8" GYPSUM BO OR I/2" PER EIONS EL VATIONS HIGH STRENGTH LG. BOARD PE ELEVATIONS" GYPSUM BO D OR wRB LAYER "I, DOUBLE TOP P ATE VENTED ALUM. S IT CONT. 2x4 RAT SECURED p W/ (2) 12d's g GH TRUSS VENTED UM. SOFFIT HIGH STRENGT GLG. STUCCO WRAP ;: 02, VENTED ALUM. OFFIT �" TYP. WINDOW HEAD R SIZE VARIES SEE ENERGY ODE FORMS FOR BOARD a;, WRB LAYER FORTIFIBER I '= BUILDING PAPER o.H. PER WINDOW PENING SEE I/2" CpX OR I/16" SB SECURE t0 WALL P R INSULATION -VALUES 1,000 UPLIFT SIMPSON METAL LATH 1/2' CDX OR 7/16' SB HEADER SP N CHART FOR FASTENER SCHEDUL 5/$" GYPS BOARD OR ONNECTc: R SP2 'm E FASTEN to WOOD stRuctuRAL SECURE TO WALL R DETAILS ON SHEET D " 1/2 HIGH RENGTH GLG. 2 SYP #2 2X8 STU ti MEMBER • 7' O.C. MAX — FASTENER SCHE:DU WINDOW A AGHME:NT AS PER OR 1/16, ZIP BOARD D TOP p FINISH • W FIN1 H a WOOD ON SHEET p MANUFA URES SPECIFICATIONS SHEATHING SYSTEM DOU$L TOP PLATE WINDO HEADER SIZE: VARIES PLA E - ON 'M' TYPE CONTROL JOINT OR �/16" ZI SHEATHING SYSTEM WINDOW ILL (INSTALLED PER MANUF. SPECS.) PER NDOW OPENING SEE FRAME TO BLOCK CONNECTION SEE DETAIL (INSTALLED PER 2x6 ST DS Q 16 O.G. MAX W/ INSUL. SEE ENERGY CODE HEA ER SPAN CHART FOR DE T ILS ZIP 54-4 THING RY WALL 15/DI s' METAL STRIP MANUF. SPECS.) FO FOR INSULATION WI OW ATTACHMENT AS PER SYSTEM NSTALLED I LATH .®! t, , 6 WIDE STRIP SELF I/8" THICK, 3 COAT V LUEs NUFAGTURES SPEGIFIGAtIONs PER MAN SPEGSJ DIA ANCHOR BOLTADHESIVE FLASHING, CLEAN CEMENT PLASTER " 4 G SUBFLOOR GLUED AND 1/8" THICK, 3 GOAT CEMENT PLASTER INDOW SILL OR WALL AT 16" O.C. MAX WITH -V EMBEDMENT AND 2" MASONRY BEFORE APPLYING TEXTURED APPLIED TO METAL LATH OVER 2 LAYERS REWED AS PER FASTENER HEDULE ON SHEET D2 APPLIED to METAL 2x6 STUDS e+ 16" O.G. MAX W/ SHEATHING I-) IA. WASHER FINI514 • MASONRY OF GRADE D" LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE 8' CMU BUILDING PAPER OR OF GRADE "D' FORMS FOR INSULATION 2x8 SYP 02 SPl SIMA. PAPER BACKED LATH BUILDING PAPER OR R-VALUES WOOD STUDS 2X EA. 2X8 OVER AN APPROVED PAPER BACKED LATH T 4 G SUBFLOOR GLUED AND AT 12" O.G. MAX STUD VERTICAL CONTROL HOUSE WRAP OVER ANOUSEAPPROVED SCREWED AS PER FASTENER HOUSE WRAP WRAP SCHEDULE ON SHEET D2 BETWEEN DISSIMILAR 2x8 P.T. SYP 02 A'I'ERIALS O SOLE PLATE (I) COURSE TIE -BEAM •`a POURED SOLID WITH DETAIL 1B/111A2 PRE-ENG FLOOR TRUSS z CONCRETE. CI) "5 SCALE: N.T.S. (INSTALL PER MFG. SPECS.) W Z C Q REBAR HORIZONTALLY GONG. FILLED LINTEL BLK W/ (u REBAR GYPSUM BOARD OR ill HIGH STRENGTH cLG. BOARD DETAIL 7B/wAz O � � WEEP SCREED PER PRECAST LINTEL T E G SUBFLOOR GLUED ND SCREWED AS PER CONTINUOUS O IX2 NAILER/DRAFT STOP O 1 PRE -SANG FLOOR TRUSS (INSTALL PER MFG. SPECS.) IVASTM z ttt Q 926-C 4 1063-C (SEE DETAIL 2/D3 O WINDOW ATTACHMENT AS FA ENER SCHEDULE ON SHEET D2 a. � GYPSUM BOARD OR } " * Z LU PER MANUFACTURES SEE ENERGY CODE FoR1"I5 FOR INSULATION R-VALUES HIGH STRENGTH GLG. BOARD IX2 NAILER/DRAt=T STOP JU U p _ SPECIFICATIONS FASTEN 2X4 5150N CMU) W/ (5) I26 N S m�A�j PRECAST LINTEL u s REBAR tv 16 PRECAST SILL I'dQS CONC. FILLED LINTEL BLK W! "5 II�1l�� O.C. MAX IN DRE EN OR WI OW ATTACHMENT AS PER (1) REBAR CONTINUOUS z IK LU CONCRETE GINS EGSS 5/8' THICK, 3 COAT MA FACTURES SPECIFICATIONS EEE: ENERGY CODE: FORMS(�/ Z POURED G L, 2 P.T. FURRING STRIPS PORTLAND CEMENT PRE: AST CONCRETE SILL R INSULATION R-VALUES 0 VERIFYARNY P � 16" O.G. CONC. F I L BLK W/ PLASTER APPLIED P CAST LINTEL I-_ 11 C1 B CONTINUOUS DIRECTLY TO MASON lIJ 05 BAR VERTICALLY W/ CON POURED CELL WIND ATTACHMENT AS PER MANUF CTURES SPECIFICATIONS -1 Z O R-4.1 I/2" YP. WL. SD. I B B O N 5/8" THICK, 3 OAT O Vzo INS LATION 1x2 P.T.FU ING ' PORTLAND MENT PRE-C T CONCRETE SILL (I) *4 NTINUOUS REBAR FASTENING DET STRIPS 0 O.G. PLAsp R WOOD SE $ GMU TPLIED (1) S REB R VERTICALLY Q O SCALE: 3/4"=1'-0° 1/2" GYP. WL. D. ASONRY W/ GONG. P URED CELL D m z 1*4 RESA 48" LONG ll p WOOD BASE Ix2 P.t. FURR G IX 4 W/6" HOOK 244" O.G., Z a z I 0 -m STRIPS s 24" C. O _ QL MIN. 24 IN 5 B ROOF TRU65 UPLIFT FIN. FLR all CMU Q �„ - � 2'-®" (f IIN. coNNecroR NOT a9I 1/2" GYP. WL. BD. °� SPOWN FOR CLARITY (WE ® WOOD BASE SWOP Durss� j^4 oaf Qo l� FLR W LL -.I a WI.4XWI.40 LUM ON -MIL EXTERIOR WALL C TIO N —'<_ POLY ETHYLENE V POR�Arui �fi 2—STORY 2—STORY t..� . . p OOD 4 a RETARDER ON FASTEN EACH STUD TO DBL_ TOP PLATE av USP SPT24 NAIL _: WELL -COMPACTED CL AN WALL WALL r : FRAME TO } �„ �„ �„ FILL TERMITE TRI=ATM T P�RMANUF.sPEcs. SECTION SECTION LOC]K WALL ® SHALL BE BORA-CARE 2'-0" SECTION AT TOP B (3) "°5 REBAR CONTINUO OF EXTERIOR WALL SCALE: 3/4"=1'-0" SCALE: 3/4°=1'-0° ON CHAIRS n c,J SCALE: NTS FIBE:RGLAS5 5HINGLE5 PRE-ENG GABLE TRU55 FI5ERGLA55 SHINGLES OVER 030 FELT PAPER VE:R #30 FELT PAPER PRE-ENG GABLE TRUSS NOTE - INSTALLED PER FBGR „ O.S.B.PF RR305.1.1 ON B. STIFFBACK (SEE SEALD TRUSS ALLED PER FBGR RR9 I ON O.S.B. SPF STIFFBACK (SEE SEALD TRUSS DIAGONA ACE a XrERIOR WALL STUDS 4 PLACE STRAPS SPACED WALL SHEATHING AND FASTENED AS SHEATHING OR }" GDX ENG. PACK FOR SIZE 4 CONNECTION) SHEATHIN" GDX ENG. PACK FOR SIZE 4 CONNECTION) CENT of TRUSS SHOWN WITP ONE ADDITIONAL S AT PLYWOOD SECURED 2x4 SPF BLOCKING BETWEEN PLYWOOD RED 2x4 SPF BLOCKING BEtWEEE N S OR HIGHEST FASTEN STUD O 6LOCK WALL EACH WINDOW STUD IE4 USP 5T W1rH USP Msr STRAP WITH PER FASTENER TRUSSES AT FIRST (5) BAYS 4 -0 PER FASTS TRUSSES AT FIRST (5) BAYS 4 -0 IDLE. DIAGONAL Fas INstALL SCHEDULE O.G. (AT SHEATHING SEAMS) SCHEDULE O.C. (AT SHEATHING SEAMS) BRACE: TO BE: 0 ANY STRAP • EA. E UN.o/ CI COMMON NAILS NOTE: MTL. DRIP EDGE SPAN 15'-0' OR GREATER REFER TO ePAGE S R MMPHAS 32 �" T tUD (0.148 CIA X 1 U2" _ ) MTL. DRIP EDGE DIAGONAL BRACE tv -i-10 MPH 'B': 32' O W RUBS 24' CENTER R OF TRUSS SPAN OR 2X4 OR 2X6 FASGlA P t S 24 tRJSS ENG. FOR wm MPH 'c': 32 Oc. STRAPS INSTALLED O.C. MAX. HIGHEST RIDGE:. DIAGONAL PER ELEVATIONS ADDITIONAL _50 M W ': 48' 0r— OVER WALL SHEATHINGS Or- 2X4 OR 2X6 FASCIA /F:,Rr=-ENG BRACE to BE a ANY SPAN SECURED W/ l3) I2d HORIZONTAL TRUSS TOP OF STUD WALL PER ELEVATIONS 15'-0" OR GREATER REFER NAILS REINFORCEMENT. SOLE PLATE _ SECURED W/ (3) I2d SECURE t0 TO TRUSS ENG. FOR SEE FASTENER SECURE TO 0'-0' TO 30'-0" (1) FILL ALL REMAINING STRAP HOLES W/ 10d NAILS INTO NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE: ON SHEET TRUSS W/ X-BRACE WOOD f°,AGKING I/2" COX OR i/16" OSB (2) I2d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) I2d 30'-I" to 60'-0" (3) °� SECURE t0 WALL PER NAILS 0'-0" t0 30'-0" (l) FASTENER PATTERN 1/2" CDX OR '1/16" 05B NA X-BRACE lU X-BRAGS TOP DO NOT PLACE SCREW IN TOP HOLE NEAREST TO TOP FASTENER SCHEDULE ON SHEET 02 X-BRACE SECURE TO WALL PER 0 CENTER AND (2) MASONRY WALL OF CMU 15LOCK WALL OR 1/16" ZIP SHEATHING 30'-1" TO 60'-0" (3) FASTENER SCHEDULE BRACE DIVIDED EQUALY FROM CENTER c�' CONNECT 150TTOM OF SYSTEM (INSTALLED PER (1) X-RACE X-RACE B CENTER AND l2) ON SHEET D2 'T/I6" to END - sTR4P To cMu ®LOCK WALL MANUF. SPECS.) R ZIP SHEATHING TAPCON MASONRY WEEP SCREED, SEE -IB, BRACE DIVIDED CONT. 2x4 5PF RAT RUN SECURED W/ EQUALY FROM CENTER SYSTEM (INSTALLE:p PER MANUF. SPECS.) 2x4 5PP RUN SECURED 2—STORY CMU IBLOCK WALL W DETAIL SHEET WA2 +� EACH TRUSS (2) I2d s E t0 END 2X4 W/ 3!8 X 5 LAG (2) I2d s m EACH TRUSS (2) 12 H T ABLE END 2X6 P.T. SECURE W/ I/2'X9" ANCHOR (2) 2x4 M2 S.Y.P. DIAGONAL BRACE W/ GABLE 032' O.C. MAX. SIMP50N C2) 2x4 "2 S.Y.P. DIAGONAL BRACE W/ (3) 12d's • EACH TRUSS DIAGONAL S NAIL GABLE O.C. O 2X6 (3) 12d's w EACH TRUSS DIAGONAL X-BRACING TO COVER 5-TRUSSES X—BRACING 5/8 GYPSUM BOARD OR 1/2 HIGH MST 4 • 32" G. MAX. D TOP PLATE X-BRACING TO COVER 5-TRl6SES 5/8 GYPSUM BOARD OR 1/2HIGH BRA 8 „_ XTERIOR STUD WALL CONNECTIO TO FIRST FLOOR MASONRY WALL W/ I2d NAILS O.G. STRENGTH GLG. BOARD SCALE: 3/4°=1N 2 UD 16 O.C. MAX. STRENGTH CLG. BOARD SCALE. 3/4 - 3 SCALE: NTS MAX. 1441 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W r W 4 0 F 0. U W A E q otmD v de IaoT: CREEKSIDE LOT 41 PROJECT# 04321.000 MOIDELa 4EBB "1828-CALI" GARAGE STaNG: RIGHT PAGE: SHINGLE MONO. 2-STORY WALL SECTIONS & NOTES 160 MPH EXP C ARCHITECT: STATE OF FLORIDA MX1 V ROLAND A.ABOUCHACRA h AR NO 93723 05/18/18 SICAIM: 1/4"=1'-0" L:)4s �� TOP PLATE lb%L O.G. MAX. SECURE 2X4 V 2-1/4k TAPCONS OR DRIVE PIN (MIN. SHANK SITE .145 MIN. HEAD SITE 300 MIN. EMBEDMENT I Y4' W/bL - EA. END NOT TO E 2X4 SOLID IN0 SECURE t ATHING WITH M>P415d PER BLK. EA. END N TS. *NOTE: NAIL. 51 4I=AT4NCx TO ALL 2X 45 PAR EXT. 514i=-AT1 41NCx NAILINCx, 56 411 O.C. MAX EDCzr=S 8 (o"-an O.C. MAX IN TNI= 1=IELD (�A) SECURE 2x6 MIN. TO SLK W/ (2) 'XS' A -BOLTS 4' EMBEDMENT P it GA2RAGE DOOR HPIR. IN JOINS PRIORWASHER AND NUT SPACED EVENLY O �FLOOR TO ILLIMG 5T. EXTERIOR ARCHWAY WITH WINDOW 32' O.C. t 5OTTC I/2' C . BI 1/2' CLG. ARD I/2' D A OOD 7/2X4 00 016' .ON ONT. 2X4 WOOD S STUDS 616' FLOCKING O.G., U.ON. MID -WALL SECURE 5T. PLATE TO I/2' DRYWALL 1/2'k9' A 32' O.G. " W/ 10d MA EASE 32 0 3 NAIL ®32 O MAX SE / ` �CONC. SLAB F DET 1 U'~N ATION ° u ET19IL6 1ST FLOOR INT. BEARING WA NO UPLIFT) Fv D TOP PLATE 2X4 I C MAX SECURE TO WOOD W/2-12d • 6 O.C. STAGGERS SECWREE 2X4 W/ 2-9Wb' TAPCONS OR DRIVE PIN (MN. SHANK SITE J49 MIN. HEAD SIZE 300 MIN. EMBEDMENT I YV WIN 8' EA. END NOT TO EXCEEIy 18' O.C. A(\( 2X4 SOLID 5L GK SECURE TO SHE HINC,y WITH MIN. 2-12d PER MkfI 2 EXTERIOR ARCHWAY 2X4 SECURED TO GABLE ENG W/(2)1 6"-e' or_ L!Sim�z L�i1 L-30 • BLOCKY —2x4 BLOCKING In EA RAFTER EA. H25 EA. RAFTER -2x4 RAFTER 0 24' O.C. (TYPI) rn_'� FRAMED OVERHANG V NtS. 2X4 TOP PLAT GLG. E 1/2, CLG. 2X4 CONT. 1/2' DRYWALLS STRESS BLOCKING MID -WALL SECURE BT.PLAT TO SLAB W/ 10d MASONRY NAIL 32' O.C. MAX 2X4 PT. PLATE :;ONC.SLAB 1-r MAX \ 1ST FLOOR INT. BEARING W (W/ UPLIFT) �I■�r.)�1�1 TRUSS CONT\24 TRACBOTT1/2' D2X4 WDOp CHANSTUDS s24"STUD OZ. LAYER OF 1/2' TYPE GYPSUM WALLBOA ATTACHE EA SIDE ® 12 ONC. SLAB 1ST FLOOR 1ST FLOOR TYP. INT. WALL TYP. INT. WALL METAL STUDS 8 NON-BRG. scALE:I/2'=r-m„ 8C NON—BRG. SCALE: 1/2 =I'-0' TRI185 TO WOOD FRAMING 51MP90N MTS-12 P'RE-ENG TRUSS ® PRE-ENG.TRUSS DO TOP LATE 2 T O STRE55 D5L. 2X TOP PLATE i SP4032' O. MA) ID WALL T/16' OSJ3. 2x S S 16' O.G. MAX, OR 1/16' TIP SPEATHING vN N SYSTEM (INSTALLED PER MANUF. SPECS-) t SUSFLOOR GLUED 2X BLOCKING CREWED AS PER TOP OF A ER SCHEDULE 1/2' CDX z I FLOOR SOOR SUTUDSSTO 2X STUDS ib' O.G. MAX. wl SIMPSON M5TA-36 a 32' 2X $TM. PLATE O.G. MAX 3/4' FLOOR DECKING M5TA-36 32' O.G. MAX PRE- ENGINEERED FLOOR GIRDER PRE -SING FLOOR TRUSS DOUBLE TOP PLATE PRE- ENGINEERED FLOOR TRUSS 2x CONtINOUS STRESS LOCKING MID WALL (D CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK 2 STUDS a 16' O.G. MAX, W/ 1/4' GAP FROM BLK TO OAS. UD . WL. SD. O2 HORIZONTAL 2X 5.PF. STRUCTURAL BLOCKING AT PERIMETER OF O.S.E. TO PPROVIDE CONT. NAIL PATTERd SECU ST. PLATE TO SP4e32' O.C. AX SLAB W 'x'!' ANCHOR 0 REMAINING AREA TO SE SHEATHED FROM D5L. TOP 50LT W/ WASHER SET IN PLATE TO HORIZONTAL BLOCKING. SIMpSON H STRENGTH a EPDXY T' D. MIN. ®SHEATHING TOP OF WOOD FRAMED WALL 70 SE STAG' -EKED MIN. OF IW FROM 5I-EET BELOW • SIMPSON SP4 32' O.G. MAX ® INSTALL ALL SHEETS W/--ACE GRAIN PARALLEL TO STUDS 9 INT. 2-STORY L.B. EXT. WALL SHEATHING SCALE: I/2'=I'-0' 4 SCALE: 1/2' = I' -0' SIZE PER DOOR// WINDOW OPENING I I , TYP. EXTERIOR WINDOW/ 4 DOOR OPENING WD FRAN SCALE: 1/2"=P-0' SECURE 2x4 ONJ FLAT TO BLK W/ CUT NAILS. SIDES: 2X6 GARAGE DOOR BUCK W/ (5) o J9X8' A -BOLTS 4" EMBEDMENT MIN. 0 W/ 2"X2'Xke WASHER AND NUT SPACED EVENLY FROM FLOOR TO GARAGE DOOR HDR IN JOINTS PRIOR TO FILLING. I-2X6 PT BLOCK o CENTER OF DOOR HEADER W/(I)J5'XS" J-BOLTS 0 4" EMBEDMENT W/ 2'X2'XIV WASHER AND NUT. r°' INOTES: ALL ANCHORS SHALL 5E IN ACCORDANCE TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE SUCH INSTRUCTIONS ARE MORE STRINGENT �� GARAGE DOOR / Q \BUCK ATTACHMENT v SCALE: I!1'•I'-0' " CDX PLYWOOD G'-O" OPENING a PRECAST LINTEL ° ° ° — a ° —° ° ° J d I I°p I a O SECURE ED MIN JC11 , L THAN �E ° ° 5E RFALTov CK ° 4° a 4 LOCKS IT BLOCK W/ (2) "x3' ON R DRIVE PIN N ANK 51Z 145) ° C ABED. I }") a T IN 8' OF EACH D AND I O.C. MAX SPACIN ° CMU W L { a °, a ° q a a a ° ARCH WINDOW FRAME SCALE: 3/4" = I'-0" PRE-ENG TRUSSES W/ TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS e " O.C. %vr=SVIPSON LStXr_>E +o r JACK �uTUD, 50T IDES OF OPENI 2x S 5 6 Ib' O.C. MAX W! SH THING. SHEATHING TO BE HIN J' OF WINDOW/ DOOR vf-ENING AND SECURE PER NAILING SCHEDULE KING STUDS (SEE HEADER SPAN CHART FOR DETAILS AND 5PECIFICATION) JACKS (SEE HEADER SPAN CHART FOR DETAILS AND SPECIFICATION) JACK STUD ASSEMBLY TO BE SECURED ONE PLY o A TIME. SE 12d NAILS, WO WITHIN 6" EACH END t NO MORE TH 12' O.G. STAGGERED SP4 H5 • TOP AND 50TT ATE5 e EA. FULL LENGTHS D, 50TH SIDES OF OPENI SHEATHING T AP TO BOTTOM OF NG'D TRUSS BELOW_ SH THING MUST NOT 5REAK 1'- " MIN FROM 2Np FLR. LINE. -ENG TRUSSES OR FRAMED RAFTERS OS.B. SHEAT OR CDX PLYWOOD. TMW PER FASTENER E SHE EWII T P DE T SCUP 0 J�ENS S BAYS D EACH END TOP PLATE 6 s 16, O.G. EVER STUD 4 5T. PLATE DORMER ATTACHMENT 5 S_ALE:112"=I'_0' 2x RIDGE ONE SIZE LARGER THAN RAFTER SIZE MIN. (3) 12d NAILS OR MIN. (4) 10d CAN NAILS 2x4 COLLAR TIE AT EVERY OTHER RAFTER W/ MIN. (3) 12d NAILS OR MIN. (4) 10d GUN NAILS Ix8 NAILER SECURE TO TRUSSES BELOW W/ (2) 12d NAILS OR (3) 10d GUN NAILS ® EA. TRUSS' RAFTER TO TRUSS MTS-12 CREATE VOID FOR STRAP PENETRATION ROOF DECKING OVER PRE-ENG TRUSSES PRE-ENG.TRUSS. ALTERNATE CONNECTION MSTA-24 RAFTER TO 5LK'G BETWEEN TRUSSES HEADER SIZE PER SPAN CHART. Obi TYP. INTERIOR i DOOR OPENING WD 11 Sr-ei F. in.r_a OD RE15AR VERT. IN SOLID GROUTED CELL THICK, 3 COAT CEMENT PLASTER APPLIED pIR-CTLY TO MASONRY 4 CONV. FRAMED ROOF SCALE: 1/2' • P-0' PRE -SING TRUSSES W/TRUSS CONNECTOR VERIFY W/ FRAMING PLAN DOUBLE TOP PLATE CRIPPLE STUDS ® 16, O.C. MAX 5IMP5ON LSTA-12 6 A. JACK BOTH SI OF PE NG. 2 A 16' O.C. MAX W/ PING. SHEATHING TO BE HIN }' 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) CK STUD ASSEMBLY TO BE S RE ONE PLY • A TIME_ USE NAILS, TWO WITHIN 6' FROM E END t NO MODE THAN 12' O. . TTAGERED 1/2'x9' A.B. MIN. r' EM5EDMEN-r 8" CH END t 32' O.C. MAX SP4 OR 145 ® TOP AND BOTTOM PLATES • EA. FULL LENGTH STUD, 50TH SIDES OF OPENING. LINE OF SLAB CORNER BEAD SEALANT t BACKER ROD 8' Cm SEE STRUCTURAL FOR RENFORGEMENr -2x6 P.t. WD ATTACHED TO PILL CELL AS PER PRODUCT SPPROVAL REG. FROM MIAMI-DADS COUNTY WEATHER STRIP Mckl_DING ALL AROUND(BY DOOR MANUF ) C%ALV. STEEL TRACK BRACKETS FASTENED TO WOOD JAMB W/3/16'xl F__� 1/4' LAG GALY.STEEL OVERHEAD DOOR SOWS VERTICAL 7RAdC 1' BY OTHERS 5Y MAUF.SLI FASTENED t0 WRACK BRA2 ROOM W! I/4'-20XI/t' GARAGE DOOR JAMBS 13 SCALE: 1/2' I'-0" AND LOCK AND = PRE-ENGl MTS-12 1/16" 05.B. MTS-12 PRE 16 KNEE W) SCALE: 3/4' _ 2X4 DBL TOP PLATE X4 STUDS 16' TEXT. FIN15H Mi=TA-16 VMU WALL " 1115 UPLIFT SIMPSOM HTSM 0 WA0 I0d TO TRUSS AND (4) 1/4' x 2 1/4' TAPCONS TO CONT POURED LINTEL " Moo UPLIFT (2) SIMPSOM IHTSM20 INSTALLED ON OPPOSITE FACES OF FLOCK WALL W/10 10d TO TRUSS AND (4) 1/4' x 2 1/4' TAPGONS TO COW N TRUSS ANCHOR 12 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 F w W U W `. 0 0. 0 Ell F A F SUBMv. ae LOT: CREEKSIDE LO T 41 PROJECT# 04321.000 �[ODELc 4EBB "1828-CALI" GARAGE a�1'11ING: RIGHT PAGE: MISC. DETAILS 160 MPH EXP C rA 05/18/18 k 1/4"T _N 4 r Planning & Development Services Department t Building & Regulations Division Product Review Affidavit Building Permit # 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 Ultracan anchor 6" max. from corners, 11 3J4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3J16" or 1/4" ITW concrete tapcon anchor. 6" max. from corners, 7 1/4" o/c at jamb, 10 1J4" SH Window (+38) / (-48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R9 Non Impact @ head. 11/4" embedment. Two additional tapcans midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3J16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3J16" 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 comers, 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 Sliding Glass Door (+33) / (-41) (+50) / (-50) Ply Gem Builders 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. Tapton 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 6-1J8" 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 Underlayment 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 Panel mate 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 1 AA #: 0003325 F w U w 0 0. U w A F A F» x IPuBnrv. & LOT: CREEKSIDE LOT 41 ROJECT# 04321.000 OLDEU 4EBB "1828-CALI" GARAGE 8WING: RIGHT PAGE: PRODUCT APPROVALS 160 MPH EXP C I DATM 05/18/18l 1 DCAGEw 1/4""=1"-0"' 1 NOTE: ANOTE- 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 MEM51III L �\ 6" a VERTICAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE% MANUFACTURERS MANUFACTURERS ENDS) < 6' a HORIZONTAL LAPS. WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED TO 5E TAPED LATH VERTICAL LAP TO 5E I' INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH PORT15ER SHEATHING TAPE .� FLASHING: TO EXTEND ONTO PIPE �\L / 1" OR LESS PIPE \ 7 x —6'x6' SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT THICK, 3 GOAT CEMENT PENETRATION FLASHING (COMPATI5LE W/ HOUSE \ PLASTER WRAP MATERIAL) OVER 4'x4' FLANGE aF CONTROL JOINTS t z SELF -ADHERING MEMBRANE 5E WIRED TIED t0 LATH a S' WI LAYER 02, FORTINISER / \ FLASHING OVER APPROVED HOUSE WRAP. NOT FASTEN CONTROL OL JOINT TO TO BUILDING PAPER / MIN. LAP METAL LATH \ � ; FLASHING To EXPEND ONTO PIPE I" WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH fib' LEG MAY BE USED TO TEMP. FASTENED 61' (VERT.) O.G. MAXI—X X X I SECURE CONTROL JOINT AT SUPPORTSCUT AND OVERLAP ONE X X X DURING INSTALLATION WR5 LAYER M, SELF -ADHERING MEM5RANEE OF FASTENERS TO BE SPACED STUCCO WRAP METAL LATH FLASHING —CUT AND OVERLAP ONE SIDE GF SELF -ADHERING MEMBRANE a 1' 'OZ. MAX VERTICALLY STEP STEP *2 WOOD SHEATHING FLASHING OR 1/16' ZIP SHEATHING / WRB LAYER "I, >}' THICK, 3 COAT CEMENT LAYER 01, SYSTEM t(��INSTALLED PER \ STUCCO WRAP PLASTER STUCCO CO WRAP MAW 5PEC5.) "''II 6" MIN FADER LAP 6ELOW ONLY / METAL LATH WRB LAYER 01, FORTIFIBER WI LAYER W2, FORTIFI5ER WILDING WRB LAYER 11, FORTIFISER BUILDING PAPER BUILDING PAPER METAL PAPER TH STUCCO WRAP LAYER F` 6"x6' SELF -ADHERING MEMBRANE STUCCO r1l §" TO d' INSTALL FASTENERS (CLIPS, FLASHIG OVER MEMBRANE LATH SHALL NOt GAP MIN. LASHING OVER APPROVED LA CONTINUOUS 6" To e" 6' TO a° WOOD SHEATHING SCRAPS, 87TO EC AS HOUSE WRAP• OR1/16'ZIP SHEATHING REQUIRED TO SECURE FLASHING TO EXTEND ONTO PIPE M F SPECS) PIPE/ WIRE t0 FRAMING4'x4' SELF -ADHERING MEMBRANE THROUGH CONTROL MIN. Mw. SYSTEM (INSTALLED PER JOINTS BUT SHALL \ „ e ,j _, w+r a ,x:_ s; s,c.,y,, 5E STOPPED AND FLASHING OVER APPROVED SE WRAP - TIED At EACH SIDE. PROVIDE 2X4 5LOCKING I' MIN LATH FLASHING O EXTEND ONTO PIPE PER ASTM GI063 PLACED FLAT MAX. 6' TO 5' AALL LAP R 1.10.14 FROM CONTROL JOINT WHEN CONTROL JOINT FALLS ON APER LAP CONT. SEAR OF SEALANT NOTE: CONTROL FOR LATH TO BE NAILS OR i / STRUCTURAL STUD SCALE: I I/2'=I'-0' INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASTM CI063 INFILTRATION 5ARRIER OVER 2. WIRE TIES t0 5E (NO. 15) 00415' WIDE / SHEATHING 3. BLOCKNNG SHOWN MAY 5E IN ADDITION ELASTOMERIC COATING OVER STUCCO/ t0 WALL STUDIO REQUIRED PER PLAN 1 \ G.V. FINISH (SEE TYP WALL SECTION) VERTICAL LATH & PAPER DETAIL \ / WOOD STUDS i SECTION PER SECTION R703.7 �. Exterior lathing and plastering N07E. SHEATHING ` Exterior use of Portland cement plaster SIDE LAPS OF METAL comply aPP OR'1/16' ZIP SHEATHINGS com SYSTEM shall with the lication PLASTER BASES SHALL (INSTALLED PER MANUF. SPECS.) requirements of ASTM C 926-12A. 5E SECURED TO BUILDING NOTE: ' 6° MIN. Installation of exterior lathing and framin O„ „ FRAMING MEMBERS. PAPER LAP IF ZIP SHEATHING: SYSTEM 18 9 s M TYPE CONTROL JOINT THEY SHALL 5E TIED shall comply with ASTM C 1063-12A. 1 5ETWEEN SUPPORTS INSTALLED, PLEAS SEE WITH 0.0415-IN. (1.21-MM) STUCCO 4° LAP ® LATH MANUFACTURERS WIRE At INTERVALS NOT $ s° LAP PAPER INSTALLATION PROCEDURES MORE THAN S' (225-MM). AS PER ASTM GI063�NTRTI®�� O I. FOLD INWARD • PT. A O I. FOLD INWARD • PT. A ®FOLD 7. CREASE a Pr. 18 4 K I C K O U T Nam: ® O FOR REPAIR OF TEARSIN HORIZONTAL LATH DETAIL MAY Y55E PATCH1DA� & PAPER DETAIL W/HOUSE WRAP TAPE PER MANUF. SPEC. OR wLD PEEL ! STICK • 48, A_ ® 1/116" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR O I.p Ire . O L FOLD INWARD . PT. A 4'' WRBWOOD AYER SHEATHINCH OR CMU Pr. A ''/ 7. GREASE Pt. 5 2' `' M. $ STUCCO WRAP (FRAME ONLY) 3. CREASE • Pr. c . 3. CREASE • PT. C :•` 4. FOLD Pr. C OVER PT. 5 TILL PT. C TOUCHES`" L 8" L.2 TRICK, 3 COAT CEMENT ® f ® PLASTER (FRAME), 1/2" 2 COAT E CEMENT PLASTER (CMU)L� N r(� METAL LATH (FRAME ONLY)�i "'��I ® @FOLD LAP WRB E TAPE OVER I�? f N)4C PLN UJR5 xaNGE ROOF/WALL SCREED`�'� #1, STUCCO UJR,�i�� a Tl' SOTrcm WATER TIGHT NOTE- SEAL. FOLD, eQ IF ZIP SHEATHING: SYSTEM IS tLcur. INSTALLED, PLEASE SEE d' THICK 3 COAT CEMENT 51X5" "L' TYPE CONTINUOUS LURES LA*r jR #2 (FORT F 18 R — — — — — — PLASTER (FRAM), 1/2' 2 -CAT GALV. METAL FLASHING MANUFACTURERS CEM134TPLAOTER(C ) (NAIL TO ROOF DECK, NOT - F 5U ILU INCH F AFER) INSTALLATION PROCEDURES WRB LAYER 02, FORTIFISER BUILDING PAPER(FRAME ONLY) WALL SHEATHING:) WR5LAY15Rw, i, — CAP SHINGLE - DO NOT NAIL, 1~IETAL LATE X X X X STUCCO WRAP(FRArta cwLY) LAP LAYERS, OF 5UILDING WRAP INSTALL WITH ROOF CEMENT OVER NAILW, FLAY.£, STOP ., �.� STUCCO E� a L FRAMOR ISM 4 7 :. • . extERIOR ROOF CEMENT 6xSWALL FLASHING s ROOF PER ELEVATION5 WOO� SI DTI INC OR 7116" ZIP SHEATHING SYSTEM .�FgQo n AILLI)JT FLAB NNCs (SEE g �. 7 (INSTALLED PER MANU1=. SPECS.) a NOTE: SELF- AT:)4ESIVFL ASS 41NGz — — — — — — x�... IF ZIP SHEATHING: SYSTEM IS NOTE:INSTALLED, PLEASE SEE MANUFACTURERS 1IETAL LATH: LATI=1 TO 5E {=ER SECTION FELT AYMETI7 WATERTIGHT SEAL (SE+vD OR \ INSTALLATION PROCEDURES /� --- 7 SOLDER DONarCUT RT03.7.1 / ASTIl C-841-09 1*1'1N, 2.� LBS. fly INSTALL KIOKOUT SµMCsLE ROOFING Q FLASFNNG AT BOTTOM OF ROOF 4 EDGE, OVERLAP 9', WALL INTERSECrIar•18 F E R S Q. 'r A RU (U T I L I T� O R N O I I N A L DRIP EMEND 1/2' BELOW SI-IEAhiMG, MEC44ANrC,4LLY PASCIA WRAP L T N D O 5 N O T i"' T S P C 1 I C, T IONS) FASTEN 4' OG. MAX " L" F L AS � I N 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 W U W O a U W 4 F ti BUDDrv. ao LOT: CREEKSIDE LOT 41 PROJECT# 04321.000 MODEU 4EBB "1828—CALI" GARA03C OWMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C ARCHITECT- STATE OF FLORIDA ROLAND A. ABOUdHACRA AR NO 93723 05/18/18 ®CA J& 1/4" V-0" 1 WAI NOTE: IF ZIP Si-4 tHINCx SYSTEM 15 INSTALLED, LEASE SEE MANUFACTUR RS INSTALLATION ROCEDURE5 BACKER ROD BACKER ROD WRB LAYER 01, STUCCO WRAP X. DRYER VENT V CMU INSTALL 6" SELF -AD I MEMBRANE FLASHING TOP, 51DE(S) AND BO FLANGES OF NON -MO) FRAME OF THE EXHAL VEIIll IS ESE SET IN BED OF AL T T TOP AND 51 SEALANT IS TO BE T L AS TO DEFLECT AY FROM JOINTS. AD ALL AROUND ,^N APPLY SEALANT ALL ',�J,G TS AND INTERSECTIONS 1 LY SEALANT AT PERIMETER OF / ON FRAME AND STUCCO ON ALL spES, Ill CAULKING ® JOINT PER SECTION R703.7 Exterior lathing and plastering Exterior use of portland cement plaster shall comply with the application requirements of ASTM C 926-12A. In Ilation of exterior lathing and framing shal omoly with ASTM C 1063-12A. HOODED VE T g' THICK, 3 GOA PLASTER METAL LATH WRI5 LAYER ll FOF BUILDING PAPER WOOD SHEATHING (FRAME OR WV LAYER "I, S 1 UGGO WRAP WRB LAYER , FORTIFIBER 5UI ING P R LATH Y YL CASING: BEAD 6' RAISED BAND Ye' TOYS" MID -WALL Ujr--EP SOR W WIDE STRIP SELF ADHESIVE FLASHING, GLEAN MASONRY BEFORE APPLYNG Z FLASHING OVER 9CRATCH COAT W/STONE VENEER ( FRAME TO BLOCK) LEGEND � DRAINAGE PLANE (UJRB LATER 11, STUCCO UJRAP) WR5 LAYER #2 (I=ORTIfIBER - - - - - 5UILDING PAPER) i" IETAL LATI4 x—x—x—x STUCCO.. WOOD SlIl4EATNING F,, OR 7/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPEC5.) SELF-ADHESIVE FLAS+-SING — — — — NOTE: METAL LATI-I: LATI-I TO BE PER SECTION R103.1.1 / ASTI"I C-541-09, MIN. 2.5 L55. PER SQ. `r'ARD (UTILIT`t' OR Nor IINAL LATH DOES NOT MEET 5PEc;IPICATION6) ELEC. METEF VERIFY LO 6B DRYER BUILDING PAPER OVER "QUICK STUCCO EINISI-4 ro" SELF ADHESIVE OVER TOP # SIDES SELF FLASHING UNIT PREh'IANUF. DRYER VENT GAP (SET IN CONT. SEALANT) SEALANT a TOP E SIDES BLOCK FLASH" PIPE THROUGH / WALL 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS.) BUILDING PAPER — UNDER 'QUICK FLASH" / ZIP IF Z F ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE 5EE MANUFACTURERS INSTALLATION PROCEDURES VENT PENETRATION ri SCALE: N.T.S. ,z,N1=AA I v rt,�MW.>= I Y = STUCCO SCRATCH COAT 4 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. I" IETER INSTALLATION METER FIELD =Y LOCATION •l CONSTRUCT( 1/16' ZIP SHEATHING SY EM (INSTALLED PER MAN . SPECS.) OR WOOD SI-4EATHI G _R a'2, FORt11=1BER PAPER THICK, 3 COAT CEMENT ASTER TO Ye" MID -WALL ro" SEL 1=LASH WOOD WALL RAME TO FRAME SIVE NOTE: IF ZIP SHEATHING: SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES Y STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALLING ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLYBLEND FOAM • �� "� ct' ��° 'lR SIMILAR) APPLY A SILICON BASE SEALANT At POINT THAT ELEC. WIRE PENETRATES ::O SCRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRA'PION CUT OPENING: IN APPROVED HOU5EWRAP FOR BOX INSTALLATION WR5 LAYER l STUCCO WRAP WOOD SHEATHING APPROVED HOUSEWRAP BELOW CUT SUCH TPA NO MEMBRANE ENTERS BOX, APPLY TO FA( EDGE 5TP #3 APPl E-z 5EAD .o.o•o•e OVEN' 60 MIN o •o.e.e o GRAPE "D" ° • - • ° •o o• FELT -PROVIDE o. .e SEALANT AT ALL o° :o JOINTS AND o °. ° o INTERSECTIONS o° .,.°.,°; •o.o•o•0 'I/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING WR5 LAYER M, STUCCO IURAP WR5 LAYER 02, FORTIFI5ER BUILDING PAPER METAL LATH CONS coNsrizucrloN +,` FNISµ a uk;kOP FASTEN TO Ill STRUCTURAL MEMBER ® i" O.C. MAX a, CMU I;'< 7e' TO V MID -WALL FT: ' S WEEP SCIREED I F: 6' WIDE STRIP SELF ADHESIVE FLASHING:, GLEAN MASONRY BEFORE APPLYING: FINISH A MASONRY HORIZONTAL WEEP SCREED (FRAME TO BLOCK) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WR5 LAYER 0E, STUCCO WRAP CUT "X" INTO SELF-ADPERING MEMBRANE FLASHING APPLY SELF -ADHERING; MEMBRANE FLASHING OVER BOX AND OVER APPROVED Ul LAYER "I APPLY 60 MIN - GsRADE "D' FELT OVER SELF -ADHERING: FLASHING OVER APROVED POU5EURAP all 5TP WR5 LAYER 01, STUCCO WRAP SELF -ADHERING: MEMBRANE FLASHING: WR5 LAYER 02, FORTIFI5ER BUILDING PAPER &T P �4 ELASTOMERIC COATING OVER STUCCO/ C.v. FINISH (SEE TYPICAL WALL SECTION) METAL LATH STEP "5 SfiEP #/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 W Q F a F A x ti IE�Iveary as LOT: CREEKSIDE LO T 41 PROJZCT# 04321.000 MODRLt 4EBB "1828-CALI" GARAGE EWING ; RIGHT PACE: WALL ASSEMBLY DETAILS 160 MPH EXP C ARCHITECT: STATE OF FLORIDA [MA 2 .2 S ROLAAC A.A80UCHACRA AR NO 93723 DrRINT A05/18/18 8CAL"e: 1/4 1,=1' — 0" F��r w,_ WOOD SHEATHING WRB LAYER 01, STUCCO WRAP WOOD WRB LAYER "2, FORtIF ER CONSTRUCTION BUILDING PAPER 3/a' HAT CHANNEL i" THICK, 3 COAT ENT W/%` TYPE "X' DRYWAL PLASTER 6' SAP. TOP WEEP SCREED TO 5{ INCs EHIND WE SCREED oAtPl WOOD SHEATHING 1 �\ S i WRB LAYER 01, STUCCO WRAP i' THICK, 3 GOAT CEMENT % i PLASTER 6' SELF-ADHEREING AM66-WFWC-1CUSTOM CASING A FLASHING WRAPPED A TOP OF WEEP SCREED TO SHEATHING BELOW WRB LAYER 1, STUCCO WRAP � t � � � I —WRB LAYER +'2, FORtIFIB BUILDING: PAPER ----- ---- -------� nl i 6' SELF-ADHEREING WRB LAYER M, \� FLASHING WRAPPED STUCCO WRAP ` -v is CORNER OF CANTILEVER AMIGO AM66-WFWC-780 \\ 1 2 EEF, SITCIRE DRAIN CUSTOM CASING BEAD ------ ' NO GAP IN FI (SHOWN POP/CLARIFICATION OF NOTE: SEPARAT ACCESSORIES ONLY) IF ZIP 6I-4EATHII SYSTEM IS ASING BEAD INSTALLED, PLEA 5EE 10A DTL.0P CANT. MANUFACTURERS INSTALLATION PROC URE5 SCALE: 1 1/2"= I'-0" NOTE: METAL LATH: LATH TO BE PER SECTI R703.7.1 / ASTM G-847-09, MIN. 2.5 5. PER 50. YARD FUTILITY OR NOM AL LASH DOSS NOT MEET SLEGIFI ?IONS) 7' OD CONSTRUCTION IF ZIP SHEAT ING SY 15 INSTALLED, EASE E MANUFACTURERS WEATHER RESISTIVE INSTALLATION PROCEP RES BARRIER "I 3/4 RESILI t WEATHER RESISTIVE HAT CHANNEL BARRIER 02 VINYL CA$1116 5EA Ilk my THICK, 3 COAT CEMENT PLASTER 5/8' Ty WALL METAL LATH W/TEXTU AINTED WOOD SHEATHING FINI Or�-r10Z' ZIF �"=EIeATHNG SYSTEM 21 2x�pF+EADERC) i" THIC COAT CEMENT VINYL CORNER BEAD VINYL CASING BEAD 11D DRIP EDGE INSTALLATION NOTE: IF ZIP SHEATHING 551mm IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES VINYL CASING BEAD- L 5/8" TYPE 'X" DRYWALL W/TEXTURED 4 PAINTED FINISH J' THICK, 3 COAT CEMENT PLASTER VINYL CASING BEAD 11 EbRIP EDGE (SHOWN FOR CLARfF(CATIOtyOF SEPARATE ACCESSORIES ONLY) WOOD CONSTRUCITON WEATHER RESISTIVE BARRIER M WEATHER RESISTIVE BARRIER "2 " THICK, 3 COAT CEMENT PLASTER �MEETTApL gLµA�T�Ht�..{I rCRO�7i*/fipb�' �Zppp�_pp3NRREAn�y7H{% SYSTEM HEaDER/BEA! f SPEM-) VINYL CORP. 4' POSITIVE DRAIN WEEP SCREED NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) EXT. TD FRAMED WALL FINISH I LAYER (2 LAYER 3 X 3" 26 CsA. C;A V. PRE-ENG'D SS EEL 4 STICK) 3METAL ' X 3 DLRL B CC; OF �ti WEATHER RE51STI `�\ SEALANT, V BARRIER Stl E� pR(P SPACE FRO DRIP WEATHER RESISTIVE PACE TO t X BARRIER "2 EDG O ' THICK, 3 COAT CEMENT DECK ? PLASTER Y RIES ....... _... METAL LATH � Ya" G FOR BACKER WOOD SHEATHING I i XI 3/a P.T. SIMULATED RO < SEALANT Ya" GAP FOR BACKER WOOD (TREX) LER, ROD 4 SEALANT CONTINUOUS IN CASING EAD WATER PROOFING I t \ WEATHER RESISTIVE VINYL CASING BEAD EXTERIOR GRADE LAYER (2 LAYER P L 4\• BARRIER 01 DRY WALL SLICK) WRAPPED PRO WEATHER RESISTIVE WATER PROOFING \let BALCONY DECK TO BARRIER 02 LAYER (2 LAYER PEEL CANTILEVER ^' 4 R THICK, 3 GOAT CEMENT 4 STICK) 4" POSITIVE DRAIN ,�+� PLASTER t % WEEP SCREED (v\ 6" PEEL 4 STICK ® ` DECK MEMBRANE, VINYL CORNER BEAD DRIP EDGE TO DECK EXTEND OVER DRIP PEEL 4 N A FIEL VINYL CASING BEAD SUB FLOOR ,EDGE (SHOWN FOR I ATION ®® 3" X 3' 26 GA. GALV. SUB FLO - SEPARATE ACC IES ONLY) METAL DRIP EDGE - ' --- ------ - --- ---- -------------------------- SET IN FULL BED OF - -- -- - ----- 1 VXI 3/a" P.T. OR I At 'SEALANT Yin MIN. WOOD (TREX) FI E SPACE PROM DRIP CONTINUOUS FACE TO TRE>< 1 1 0-liCANTILEVER DR EDGE IRKNI Ili► �I DRAINAGE PLANE (WRB LATER #1, STUCCO WRAP) UJRB LAN'ER 02 (FORTIfIBER- BUILDING PAPER) 1" IETAL LATH x x x x STUCCO UJOOD 5HEATHING OR 1116" ZIP SHEATHING SYSTEM ( INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE FLASHING - 14 WEATHER RESISTIVE BARRIER "1 WEATHER RESISTIVE BARRIER #2 EXTERIOR COLUMN -COLUMN SHEATHING �6" S.A.P. -1 K;"x3' 'L' FLASHING `FULLY EMBEDDED IN ROOF CEMENT 1 ,z' X 3' 26 CA. GALV, METAL DRIP EDGE SET IN FULL BED OF 5EALANT,,�" MIN. SPACE FROM DRIP 'FACE TO TREX VINYL CASING BEAD WATER PROOFING lot LAYER (2 LAYER PEEL 4 STICK) WRAPPED FROM BALCONY DECK TO ANTILEVER " ICK, 3 COAT CEMENT PL TER W/TEXTURE 4 PAINTED 5/8' TYPE 'X' DRYWALL \ METAL ATH FINISH $ARRIER "I W/TEXTURED 4 PAINTED WEATHER RESISTI FINISH WOOD S ATHING i" THIC 3 COAT CEMENT BARRIER 02 PLAS R 4' F_OSItIVE DRAIN in THICK, 3 COAT CEMENT 4" POSITI DRAIN VINY CORNS EA WEEP SCREED PLASTER SCREffw V Y GASI A NO GAP IN FIELD VINYL CORNER BEAD NSHOWN FORICLARIFI LION OF (SHOWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE AGGESSOR S ONLY SEPARATE ACCESSORIES ONLY) BALCONY DRIP BALCONY DRIP 011C EDGE INSTALLATION EDGE INSTALLATION c� COLUMN 0 ( W/$1 L" FLAS HING ) ;OLUMN SHEATHING WEATHER RESISTIVE BARRIER "1 WEATI-IER RESISTIVE BARRIER "2 v' S.A.P. -PEEL 4 STICK � 1 X2'x3" "L" FLASHING FULLY EMBEDDED IN ROOF CEMENT ,1 V X 3" 26 GA. GALV. METAL DRIP EDG3= SET IN FULL BED or - SEALANT, MJ1Q1 SPACE FRO\RIPII / PAGE TO TI9C Ya° GAP PO [NY CA51N EAD (t 5) FILLER, ROD 4 SEAL W TER PROOFING lot FINISH LAYER AYER LA R (2 LAYER PEEL 4 Ya' FOR SEALANT PEEL 4 STICK) $TIC WRAPPED FROM OFT AGKER ROD. - 3!4 RESILIEN BALG Y DECK TO M (PIED 90 HAT CHA CANTIL R /4 RESILIENT VINYL CA51N EA' THICK, COAL CEMENT HAT CHANNEL PLASTER INYL CASING BEAD METAL LATH 5/8, TYPE "~M DRYWALL WOOD SHEAT G WEATHER RESIS VE 2x PRAMING MEMBER $° THICK, 3 COAT cEr PLASTER / 2 /2 cc)FzN� FASTESHEATHING o i ° X. XP4 W LAYER *I, ;. UCCO WRAP W D SHEATHING METAL ATH WRB LAVE 02, FORTIFIBER BUILDING PA R I SCALE: NT5 WOOD SHEATHING NOTE: IF ZIP 54EATHING SYSTEM IS INSTALLED, PLEASE SEE WRB LAYER "I, MANUFACTURERS STUCCO WRAP INSTALLATION PROCEDURES s WOOD SHEATHING WRB LAYER t12, OfRT BUILDING PAPE METAL LATH J" THICK, 3 COAT CEP PLASTER 6 "SELF -ADHERING FLASHING DRIP CAP WINDOW FLANGE ORNER BEAD � AME 2 1121 1 AIP1CORNER BEAD CORNER BEAD (FASTENER 4 SPACING -8 I" O.G.) CI" IU V THICK, 3 COAT CEMENT PLASTER APPLIED DIRECTLY TO MASONRY BLOCK WRB LAYER 01, STUCCO WRA WRB LAY 02, FORTIFIBER BUILDIN PAPER META ATH s T ICK, 3 COAT CEMENT e, i DRIP WINDOW FLANGE 15 cA ING BEAD ®R)WINDOW ( FRAME, NO BAND) WRB•LA'YER "I, STUGG WRAP WRB LAY 02, TIFIBE D BUILIN METAL LA I s' THICK COAT CEMENT PLAAT (0"5kLF-ADHERING FLASHING 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 mo 04 W 0 F a F A ti SVBDIY. ae LOT: CREEKSIDE LOT 41 PROJECT# 04321.000 adODZU 4EBB "1828-CALI" GARAGE 3MU40: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP C ARCHITECT STATE OF FLORIDA DDAT E: 05/18/18 SCALE1/4" =1' - 0" SHEET LJOON SHEATHING WR5 LAY *I, \ STUCCO WR WRB LAYER *2, F TIFI5ER BUILDING PAPER METAL LATH " THICK, 3 COAT CEMENT PLASTER 6 "SELF -ADHERING FLASHING VINYL ANGLED % CASING BEAD DRIP CAP WINDOW FLANGE CASING B 15c (FRAM SHEATHING METAL LA NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WOOD SHEATI4 WRB LAVER stucco W P WRB L ER 02, FORTIFIBER BUIL G PAPER �E AL LATI-I 8✓" T1-41CK, 3 GOAT CEMENT PLASTER n 'CURB LAYER *2, FORT 5UILDING PAPER` METAL LATH " THICK, 3 COAT CEh PLASTER 6 "SELF-ADI-4ERING FLASHING DRIP CAP WINDOW FLANGE EAD C WINDOW E, W/BAND) NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES f �• I •r � •i UJOOD SI-SEAT IX TRIr 6 STUC SIDING SIDING WR5 LAYER "I, sTUGCO WRAP O Y4" GAR TYR S,45ING BEAD TO TRIM 6 ii" THICK, 3 COAT C NT PLASTER METAL LATH L ER "2, FORTIFICiER I ING f APER 'WOOD SHEATHING WRB LAYER 01, STUCCO WRAP � 6" SEL DHEREING FLASHING PEEL E STICK SIDING TO S Tt CIS CASING BEAD (CROSS SECTION) WOOD CONSTRUCTION BEYOND WOOD SHEATHING — WEATHER RESISTIVE BARRIER "1 T4- RESISTIVE- 5A IER •2 tUib' RE� b' SELF-L FLASI-41NCx STARTER GALV'D METAL °z' FLASHING I Y' X b' SIMUL, W$OD TRIM ME I;I Ik im, - X b" SIMULATED 7D TRIM MEMBER L GAP W/CAULKING APPROVED SEALANT NOTE: METAL LATH: LATH TO BE PER SECTION R703.1.1 / ASTI"i G-54-1-09, MIN. 2.5 LBS. PER SQ. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECII=ICATIONS) GO �III� WI\pAP WOOD Sµ TNING�_ WEATHER StIVE--.�, BARRIER "1 WEATHER RESISTI IIIIII �/ �j $ p`� BARRIER 02 wI�II I5 LAI I IR p`, FOIRI IFI5F6RE�ALPSIDINCs 5 U I L D I I` G �,4I E b' SELF -ADHERING FLASHING METAL L A I fi4 STARTER STRIP DO NOT CAULK OR SEAL OPENNG 8° ICK, 3 GOAT C I" PENT � 15 L+ I� GALV'D METAL Z' FLASHING I Y4' X W SIMULATED—�� WDOD TRIM MEMBER CASING BEAD (�P RAISED 7 BAND (FRAME) SCALE: 1 1/2"=I'-(T" SEALANT WINDOW I i 2X FRAMING MEMBER b' )'' µER RESISTIVE �IABOVE TM To opOF "Z' FLASHING WEATHER RESISTIVE BARRIER "IWEATHER RESISTIVE BARRIER M2 GALV'D METAL Z'FLASHING OSEA OP NE 1!riQ WEATHER RESISTIVE BARRIER M TO LAP b' MIN. ABOVE TOP I Z' FLASHING 1 4' X b' SIMULATED (W/9i(," FLEXIBLE PVC / WOOp TRIM MEMBER BACKER ROD) \ / SELF -ADHERING b' SELF -ADHERING I ., ; I I SHING FLASHING \ 76' THICK, 3 COAT \1 I SEAL AP W/CAULKING CEMENT PLASTER I OR A VED SEALANT II,EATNER SISTIVE WEATHER RESISTIVE BARRIER M BARRIER 01 WEATHER RESISE-Z 5E4D VIN c1le BARRIER 02 (Wft" FLEXIBLE BACKER ROD) SIDING TO STUCCO II4EATPERRESISTIVE C9) FRAME TO FRAME BARRIER 02 TRANSITION SEALANT WINDOW FRAME INDOW FLANGE 2X FRAMING MEM5E R BUILDING WRAP ' im T T'rP C: 5EAD \D UJO�� g" T1-41CK, 3 COAT CEMENT PLASTER METAL LATH E-Z E3EAD VINYL CA. (W/3/5" FLEXIBLE PVC WRB LAY 02, FORTIF15ER BUILDIN PAP;=R ROD) WRB LAYER *I, UCGO WRAP, WRAPPED AR ND FRAMING MEMBER 6" L A HE51VE FLASHING EATH ING ELOW EXPLODED O R CLARITY J' JJ " tI41GK, 3 COAT CEMENT PLASTER METAL LATI4 WRB LAYER a2, FORTIFIBER UILI PAPER W D 5I4EATI41NG WRB LAYER *I; STUCCO WRAP 6" WIDE PEEL E 5TIC OVER FLANGE E-Z BEAD VINYL CASING (W/3/B" FLEXIBLE PVC 5AC •APPLY FULL BED OF SEALANT B FLANGE E BUILDING WRAP LEGEND DRAINAGE PLANE (WRB LAYER 01, STUCCO WRAP) WRB LAYER *2 (FORTIRBER ...... — BUILDING PAPER) METAL LATH X—X—X—X STUCCO WOOD SHEATHING ; / //i OR 1/I6' ZIP SHI4 ATHING SYSTEM (INSTALLED FEZ MANUF. SPECS.) SELF-ADHESIVE FLASHING — — — ROD) 1441 N. RONALD REAGAN BLVD LONGWOOD, FL 32750 PH: 407-774-6078m 30FAX: 407-774-4 www.abdesigngroup AA #: 000325 w U w ti a F OtTBDIV. dt LOT: CREEKSIDE LOT 41 PROJECT 04321.000 ' MODEL: 4EBB "1828-CA GARAZE L WnfG: RIGHT PAGE: ASSEMBLY DETAILS 160 MPH EXP C nmwor A 05/18/18 ®CALF: 1/4"=1'-0" MODIFIEp -1- O IN HOUSEWRAP APPROVED HOUSEWRAP OVER SHEATHING OVER UV STUD WALL STEP 1 INSTALL 6' SELF-AP4-eRNCs FLA844M OVER NAILING FLANGE AT JAMBS EMEND FLASHING MIN I' BELOW SILL FLEXIBLE FLASHNG DO NOT SEAL BOTTOM FN STEP 6 NOTE IF Zf 3�4AT�4fN 5�ST 15 IN5TALLEID, FLEA5E 5EE 1 IANUFA %fREfR5 f NeTALLAT ION f=fROCEID6 APLY T EMBPRANE LASHING ER JOINT 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w U W 0 F U W A F A F; BU]3n V, da LOT: CREEKSIDE LO T 41 PROJECT# 04321.000 lonELe 4EBB "1828-CALI" GARAGE BVMG: RIGHT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP C n 05/18/18 SCALE: 1/4"=1'-0" SHEET 1I 1 2x(o SUB-BANb W/i "x4" NOTCH a END, WRAPPED IN PEEL 4 STICK DRIP EDGE 1/8" TEXTURED FINISH a WOOD 1/2" TEXTURED FINISH a CMU METAL FL f� I� I� I� 1 � 2X6 sup METAL FASCIA � O WRAP Ysll FROM STUCCO, I" FROM WOOD WALL \� EXTERIOR WALL (FRAME OR CMU) NOTE: NOTCH FOR 2XC SUB BAND ONLY i \ I ( )ELEVAT�ON_ —ROOF KICK OUT REMOVED FOR CLARITY ',—ROOF DECK (BE-r'OND) �rtDRIP EDGE, I" OFF WALL (NOT INTO STUCCO) 1-1/8" TEXTURED FINISH a WOOD, 1/2" TEXTURED FINISH a CMU `-,� 2x6 SUB -BAND W/I"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8' TEXTURED FINISH o WOOO, 1/2" TEXTURED FINISH * CMU METAL LATH LUOOD SHEATHINCs OR CMU LURE LAYER 01, STUCCO LURMO (FRAME ONLY) WRB LAYER 02, FORTIF15ER BUILDING PAPER (FRAME ONLY) ROOFING CEMENT DRIP Er)GE METAL KICK OUT NOTE: IF ZIP 6HEAT+41NG 51'5TEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE GUT a WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' -0" SCABBED TO TRU55 W/126 NAILS roll-8" O.C. MAX. 2x SUB -BAND W/V2"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR CMU) SUB BAND DETAIL @ WALL SUB BAND DETAIL Cap 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/V2Ix4" NOTCH a END, WRAPPED IN PEEL E 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, Y4" ABOVE BOTTOM OF DRIP EDGE 2x SUB -BAND W/IYz"x4" NOTCH a END, WRAPPED IN PEEL 4 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 F W w U w Ia 4 F 0. U W A F q ev�Lanr. ae s�oT: CREEKSIDE LOT 41 PR �o OJECT# 04321.000 Dzu 4EBB "1828—CALI" GARAGE 8VnNG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP C ARCHITECT STATE OF FLOPoDA AY LOLAND A.ABOUCHACRA AR NO 93723 DATE 05/18/18 1 (CALM 1/4J,-V-0" "wiTimol