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HomeMy WebLinkAboutBUILDING PLANFl[polo)o�v • STATE OF FLORIDA CERTIFIED BUILDING DESIGN CRITERIA: CONTRACTOR: • FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014) *ALL LOCAL AND STATE CODES D.R. HORTON HOMES 1430 CULVER DRIVE NE PALM BAY, FL 32907 TEL: (321) 733-7092 FAX: (321) 733-7972 • STATE OF FLORIDA PROFESSIONAL ARCHITECT: ROLAND A. ABOUCHACRA AR NO. 93723 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 1 PLAN REVIEW 1 DATE I CHECKED BY: BLVD. •OCCUPANCY •CONSTRUCTION TYPE • MIN. INTERIOR FINISH • BASIC WIND SPEED EXPOSURE •1—STORY RESIDENCE •2—STORY RESIDENCE 1430 CULVER DRIVE NE, PALM BAY, FL 329C7 Tel: (321) 733-7092 Fax: (321) 733-7972 — RESIDENTIAL, GROUP R3 — VB — CLASS B — Vult=150 MPH Vasd=116 MPH —B — MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S LIVING I768 50. FT. GARAGE 432 SQ. FT. ENTRY 38 SQ. FT. LANAI / 80 SQ. FT. TOTAL / 23I8 SQ. FT, A/C VOLUME 15322.6 ABBREVIATIONS ABV. ABOVE LAV. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE MFR. MANUFACTURER AMP. AMPERAGE MIN. MINIMUM BD. BOARD MID. MOUNTED CL CENTER LINE MTL METAL CAB. CABINET N.T.S. NOT TO SCALE CLG. CEILING O.C. ON CENTER CLR. CLEAR PL PROPERTY LINE CONC, CONCRETE P.B. PUSH BUTTON CPT. CARPET PH. PHONE C.T. CERAMIC TIIE PLT. PLATE D. DRYER PLYWD. PLYWOOD DBL DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. RISER DIM. DIMENSION RAD. RADIUS DISP. DISPOSAL R.A.G. RETURN AIR GRILL. DP. DEEP REF. REFRIGERATOR DR. DOOR RM. ROOM D.S. DOWNSPOUT R.O. ROUGH OPENING DTL DETAIL S.D. SMOKE DETECTOR D.W. DISHWASHER S.H. SINGLE HUNG EA. EACH SHT. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL SM. SHOWER M. EXHAUST SIX. SIMILAR EXT. EXTERIOR SL SLIDING F.G./FX . FIXED GLASS SL GL SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SNS SHEAR WALL FLR. FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FIG. FOOTING T! IK THICK GA. GAUGE T.O.C. TOP OF CURB GAR. GARAGE T.O.P. TOP OF PLATE GAR. DISP. GARBAGE DISPOSAL T.O.S. TOP OF SLAB G.F.I. GROUND -FAULT CIRCUIT TYR TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL. GLASS OTHERWISE GYP. BD, GYPSUM BOARD V.P. VAPOR PROOF H.H. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT. OR HT HEIGHT WDW. WINDOW INSUL INSULATION W/H WATER HEATER INT. INTERIOR 11 WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION INDEX OF DRAWINGS SHEET # DESCRIPTION PG Cl—COVER PAGE ._ ^"'UtACTURFS LABLES sHowiNG PG GN—GENERAL NOTES O VwCTORSANDRHGC DE pUANCE TFI FBC ENERGY PG 1 —FOUNDATION PLAN REMAIN ON ALL D CODE MUST Ti DOORS AND DONS PG IA —DOWEL PLAN NSAREAPPROVED PG 1B—LINTEL SCHEDULE PG 1B.1—SAFE LOAD TABLES PG 2 —FLOOR PLAN PG 3D—ELEVATIONS PG 4D—FRAMING PLAN ELEVATION CONCEALED FASTENERS OR ATTACHMENTS PG 4.2—CONNECTOR SCHEDULE ARE THE RESP0NSI8I.I T,'OF THE PG 5—ELECTRICAL PLAN CONTRACTOR QF RECORD PG 6—HVAC PLAN T PG DI —FOUNDATION DETAILS/SECTIONS �•A�•>�N 1 PG D2-1—STORY WALL SECTIONS PG D3-2—STORY WALL SECTIONS PG D4—MISC. DETAILS PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS � I PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS THESE PLANS ANC ALL PROPOSED WORK RRECTIONS ARE S'UUECT 10 ANY o)ECTORS THAT REQUIRED 8Y FIELD INM, _, rO MAY 0CL NlOESSAP.Y I� '' ,,.:C00l9. COMPLY W�'•,a :....�. a SCANNED BY ST LUCIE COUNTY" / 7t2-0 n is nV STLU[ rn'L'.NTy BIZLPrCE P 1 RivlvwEO FOR L ItE1 Ig1V DATE OP R NO [ SPECTION NVILL EPVIIVIT ,T EMADE.®N JOB A R C H I T E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 ti W U W 0 F r*•1 A F F: h rtmi)m ac LOT: CREEKSIDE LOT #135 PROJECT* 04321.000 3W 0DEL: 4EAB "1672—ARIA" GARAGE R9WMG: RIGHT PAGE: COVER PAGE 160 MPH EXP. C ARCHITECT - STATE OF FLORIDA 12 DAB 10/06/17 8CAIM: 1 /4` 11— CI z__H__ CI 7 DEC 2 7 1017 s� BY....... 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS 30 11. ATTICS W/ STORAGE 20 111. ATTICS W/OUT STORAGE 10 IV. POOLROOMS 75 V. BALCONIES AND DECKS 40 VI. STAIRS 40 VII. ALL OTHER ROOMS 40 B FLOOR DEAD LOADS R301.4 15 C. ROOF LIVE LOADS R301.6 I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) 11. CONCRETE TILES 25 (TCDL 15 & BCDL 10) =TAIlkGl IL4Tff_llmafddL1 I. BASIC WIND SPEED VULT=160 MPH, VASD=124 MPH 11, EXPOSURE CATEGORY C III, WIND DIRECTIONALITY FACTOR (KD) 0.85 IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS ±0.18 V. RISK CATEGORY 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, 5TH EDITION (2014). 3. DO NOT SCALE DRAWINGS, THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND, 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 8 THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANT OUT 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 EDRESr WINDOWS SHALL BE 24 INCHES PER FBCR310.1.2. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. 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 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 318 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR 5TH EDITION (2014) 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 5TH EDITION (2014) 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 ASSLMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN YrINCH 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 FORALL 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. 7. BY FLOODING OR PROH 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3'- 0' BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/<". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/4" 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. MASONRY 1. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE 11 OR EQUAL AND, IN ACCORDANCE WITH ASTM 090-1lb, STANDARD SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm = 1500 PSI. C. nrn- I nC Gl I V[IVCCIIGV vvuuu nooVV in IVly . I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER, UNO, Fb=1,100PSI Fv=175PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHEREIN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1,8. OF THE FBCR 5TH EDITION (2014). 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED'/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. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT. SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH -2x STRUCTURAL LUMBER SYP #2. 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED CONSTRUCTION. 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270 082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 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. 5. MORTAR JOINTS FOR ALL QED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR VARY BUT IT SHALL NOT BE LESS THAN INCH AND NOT MORE THAN'/< INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2:1 PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. FOR MORTAR JOINT THICKNESS TOLERANCES. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON" STRONG -TIE BY SIMPSON CO., OR EQUAL. UNLESS ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2, OF THE FBCR 5TH EDITION (2014). NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTSINAILS AS RECOMMENDED BY THE MANUFACTURER IN THE LATEST CATALOG. 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. 19. DRAFTSTOPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH EDITION (2014). 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 PLUMBING HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL, REINFORCING STEEL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 3. CONDENSATION LINES SHALL BE MINIMUM'/." PVC (SCHEDULE 40), INSULATED WITH 1/2" AMAFLEX. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 41 SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X WI A AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SIDES AND ENDS A MINIMUM OF 12'. LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 10. DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SECTION P2603.2 OF THE FBCR 5TH THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EDITION (2014). 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL EXTERIOR WALL COVERINGS SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". 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 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND HOOK AT ENDS. STAGGER SPLICES AT LEAST 25' WHEREVER POSSIBLE. EXTERIOR FINISHES 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" B. CONCRETE EXPOSED TO EARTH OR WEATHER: I. #5, W31 OR D31 AND SMALLER 2" C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: I. #11 AND SMALLER '/," D. BEAMS, COLUMNS: I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1'!" 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE APPROVAL OF THE ARCHITECT. TIMBER 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY NITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: I. NATIONAL DESIGN SPECIFICATIONS (NDS') FOR WOOD CONSTRUCTION C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, 8" THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 112" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1la & ASTM-C1063-12a. 3. LATH & ACCESORIES PER ASTM-C-1 063-1 1A & R703.6.1 OF THE FBCR; 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT LIMITED TO: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS PIPE PENETRATION DETAILS VENT PENETRATION DETAILS WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS CANTILEVER DRIP EDGE DETAILS CORNER BEAD DETAILS WINDOW CASING DETAILS STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS 4. SHALL BE INSTALLED PER ASTM-C1063 -11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD UNDER STAIR PROTECTION: 1, ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. CONTROL DATE: 02/08/17 R. A R C H I T E C T S 61 Design pGpou. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 w w� 0 ti IE 8tmDIV. do LOT: CREEKSIDE LOT #135 Pl?"OJECTyjt 04321.000 MODEL: 4EAB "1672-ARIA" GRAP.AGE 81YMG: RIGHT PAGE: GENERAL NOTES I60 MPH EXP. C moor AR®� STATE OF FLORIDA ©CT112 DATA 10/06/17 SCALD 1/4"=1'-0" 8 G1V �L 2" V.T.R. �--1 1/2° I ` KI C WN I/2 11 AUTO VENT I� 1 2" Y.T.R. 211 I jn �1 1/2" 1 1/2' TUB I I I I/z11 r I LAv I I/2° 2" �� 11/2" �� I I i I I/2° �-----�--r I 2 2��11/2" 2" I 3" 3 WASHER� I WC. 3" r v. 411 LAv. SHWRI 3 TO MAIN FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH 51TE PLAN - FLOOR ELEVATION5 AT REQUIRED EGRESS DOOR SHALL MEET PROvISION OF R3113J OF THE FBCR 5TH EDITION (2014) 4" PLUMBING 3 SLAB SECURE STRAP TO UNIT W/ (2) N'8xl 1/4 SHT MTL SCREWS SIMPSON WB ROLL STRAP OR 1=QUAL SECURE STRAP TO GONG. W/ (2)-3/16"X2" TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN CONE). DRAIN 3/4" DIA. OvER HEAD a 12" FROM STRUCTURE A R C H I T E C T S •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 i F W W U W 0 F 0. U W Q F Q C: ti MMIDIV. & 1,07itil CREEKSIDE LOT #135 PROZMCT* 04321.000 MODEL: 4EAB "1672- ARIA" GARAGE BWMG: RIGHT PAGE: FOUNDATION PLAN 160 MPH EXP. C nA�TIL. 10/06/17 SCAxjL- 1/4"=1'-0" sHEET C4Q� ARCHITECT S Design Grou 12. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigng ooup.com AA #: 0003 www.abdesigngrLoup.com W W 0 a U 4 ti A F ti I]P tmDly. de LOCREEKSIDE LOT #135 ROJECT# 04321.000 ODEL: 4EAB "1672- ARIA" GARAGE BWMG: RIGHT PAGE: DOWEL PLAN t60 MPH EXP, C ARCHITECT STATE OF FLORIDA OCT 10 /06 /17 SCALE: 1 /4"= l'— 0 LANAI W-8' CLG. I I L-5 I L-2 L-2 I a a (2) 3052-SH 6068 S.G.D. ( (2) 3052-SH EGRESS DROOM iff L-s Q 8'-8" cL OWNER'S SUITE Jt 8'-8' CLCs. LIVING ROOM 8'-8" GLCz. RF W.I.C. .I. . 0 I Ln � II e I I 0 II O I - I KITCHEN a F- — 7 I I I I I I NN I M u� 11 8 V\ BDRM.#3 0. I BATH r--- ® 8'-8" CLG, nill UN. I ILCs.—_� BATH # i i r-----� oO 8'-8" GLCx. I I L ----- J aFQ II FOYER GARAGE 8'-8" CLG. 8 -8 C Cx. 3068 W/ 36"XIO" TRANS. BDRM.#2 8'-8" GLG. L-7 At ENTRY 8'-8" CLG. L— 2 (2) 3052-SH EGRESS L-1 LINTEL S C HE D U �L�E NOTE: THE LINTELS MAY BE SUi3STITUTED UUITH LINTELS 1=ROM ANOTHER MANUFACTURER AS LONG, AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STATED CAST RET�' LINTEL SCHEDULE LINTEL NO. LENCxtI-4 TYPE COMMENTS L I 17'-4" SF28-IB/IT L 2 B�Ib-IB/IT L 3 - - NOT USED L 4 - - NOT USED L 5 7'-6' 8F24-IB/IT L 6 4'-6" SFIb-0B/IT L 7 4'-6" 8�6-08/It A$V. DOOR ASSEMBLY, BTM. � 8'-0 ARCHITECTS 1441 N. KUNALU HEAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesiogroup.com AA #: 0003325 F W W GEta a U w A F otmDm T LOT:CREEKDE LOT #135 PRAdECT# 04321.000 MODEra 4EAB "1672-ARIA" GARAGE 8W MG: RIGHT PAGE: LINTEL SCHEDULE 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA OCT INT DRA E.. 10/06/17 a9CALE: 1 /4"=1' - 0" SAFE LOAD TA L ,5 FOR GRAVITY, UPLIFT E LATERAL LOADS 5" PREC45T 4 PRE5TRE55ED U-LINTELS 4111MV-44111144M A V f T � TYPE I-ENCxTI-I SUS 8F8-05 SFI2-05 Iro-0 20-0 24-0 28-0 32-0 81=8-I5 8P12-I5 SF16-IB 8F20-IB 81=24-IB SF28-I5 8F32-I5 2'-10" (34") PRECAST 2302 3166 4413 6039 1526 9004 10412 11536 3166 4413 6039 1526 9004 10412 1193ro 3'-(o' (42') PRECAST 2302 3138 3311 4689 6001 1315 8630 IB941 316ro 4413 6039 1526 9004 10412 11936 4'-0" (45") PRECAST 2029 2325 249ro 3461 4438 5410 6384 1356 2646 4413 6039 1526 9004 10412 11936 4'-rb" (54") PRECAST I65i I181 1913 2651 3403 4149 4896 5644 2110 4021 6039 1526 9004 10412 9668 5'-4" (64") PRECAST 1184 1223 1301 1809 2311 282ro 333ro 3646 1665 2889 5051 6OS6 5400 6424 7450 5'-10"( 10") PRECAST 912 1000 1059 1414 1889 2304 2121 3131 1459 2464 4144 5458 4431 5280 6122 (-W) PRECAST 931 1255 2101 3263 1 214ro 3358 3911 4585 1255 2101 3396 5260 1134 8995 6890 1'-6' (90") PRECAST -16-1 1029 1615 2385 1SS4 243E 2886 3333 1029 1615 2610 3839 5596 6613 5041 9'-4" (112") PRECAST brt3 632 1049 1469 1210 1452 1154 2021 168 1212 1818 2544 3469 4030 3121 I0'-(o"(126") PRECAST 4.5ro 482 502 1125 915 1122 1328 1535 658 1025 1514 2051 2114 3130 2404 11'-4" 1136") PRECAST 44ro 598 935 1365 1854 2355 1193 2015 598 935 1365 1554 2441 3155 4044 12'-0" (144") PRECAST 414 545 864 1254 166E 2014 1510 1818 555 864 1254 1693 2211 2632 3590 13'-4" (160") PRECAST 362 427 126 1028 1331 1635 1224 1418 485 148 1016 1435 1855 2343 2520 141-011(1(o8") PRECAST 335 381 648 IBIS 1190 1462 1081 1260 455 100 1003 1335 1114 2153 2666 14'-8" (116") PRE5T55ED N.R. NR NR NR NR NR NR NR 465 165 1310 2045 2610 3185 3165 (184") PRESTRESSED N.R. NR NR NR NR NR NR NR 420 695 1250 1555 2310 2890 3410 (208") PRESTRESSED N NR NR NR NR NR NR NR 310 530 S50 1400 1800 2200 2600 19'-4" (232') PRESTRESSED N.R. NR NR NR NR NR NR NR 240 400 150 1090 1400 1120 2030 21'-4" (256") PRESTRESSED N.R. NR NR NR NR NR NR NR 183 330 610 940 1340 1150 2110 22'-0'(264")PRE5TRES5ED N.R. NR NR NR NR NR NR NR 160 300 510 810 1250 1660 1910 24'-0i288") PRESTRESSED N.R. NR NR NR NR NR NR NR 130 240 410 120 1030 1350 1610 8" PRECAST 4 PRE5TRE55ED U-LINTEL5 4~P4411144" L� f L FT LATERAL T� P LENCxTH SF5-1 12-1T 8F16-17 20-IT 24-It 8F28-IT 8F32-IT SUS 8F8 8-2 12-2t 16-2t 20-2 24-2 28-2 OF32-2T 2'-10"(34") PRECAST 2121 2515 4101 5332 6569 1811 9055 2021 2021 2121 2184 3981 5190 6401 1630 8851 3'-6" (42') PRECAST 2165 2289 3260 4231 521E 6204 11S2 1251 1251 2165 2215 3165 4125 5091 6061 1036 4'-0" (46") PRECAST 1615 ISBS 2832 3680 4532 5381 6245 936 938 1878 M25 2150 3583 4422 5264 6110 PRECAST 1660 1162 2501 3251 4010 4161 5525 121 121 1660 1105 2435 3111 3913 4658 5406 5'-4" (64") PRECAST 1393* 1484 2110 2141 3315 4010 4648 505 505 1393 1431 2050 2610 3293 3920 4549 5'-10"(-10") PRECAST 1212* 1351 1S30 2505 3084 3665 4241 418 418 1212 1315 1815 2441 3010 3583 4151 6'-6" 118") PRECAST 1141* 1200 1133 225O 21ro9 3290 3812 101 58-1 1141 1182 1684 2192 2103 3216 3132 (90") PRECAST 959* S12 1415 1914 2354 2191 3240 591 65-f IB90 1029 1466 Ig01 2351 2191 3245 9'-4" (112") PRECAST 801* 612 980 1265 1560 1852 2144 454 630 801 155 1192 1550 N510 2211 2634 10' -6 "(126 °) PRECAST 116* 498 193 1021 1261 14g6 1131 396 493 116 roll 1039 1389 I111 2034 2358 11'-4" (136") PRECAST 666* 439 696 SIBS 1104 1309 1515 363 556 666 535 905 1295 1595 I89ro 2MI5 12'-0" (144") PRECAST 601* 400 631 616 1001 1186 1312 340 494 631 486 518 1209 1514 1199 2086 13'-4' (160") PRECAST 500* 340 532 686 841 991 1153 302 398 513 40IB 682 1 1004 1361 1631 1891 14'-0"C168") PRECAST 458* 316 493 635 118 922 "" 286 360 548 318 629 922 1254 1561 1816 14'-8' (116") PRESTRESSED 243 295 459 591 124 851 990 NIR 35-1 243 352 582 852 115ro 1491 1142 15'- 4' (184") PRESTRESSED 228 218 430 553 roll 801 925 N.R. 321 228 329 542 191 1012 1351 I61rb Il'-4" (208')PREStRESS)=D 188 236 361 464 561 610 114 N.R.255 166 216 449 649 814 1121 1389 IV-4` (232") PRESTRESSEp 165 201 313 401 490 518 661 N R• 204 165 239 383 550 136 S40 1160 21'-4" (256")PRESTRES8ED 145 186 2113 356 433 512 590 N.R. 172 142 212 33ro 411 635 801 993 22'-0"(264")PRESTRESSED 140 180 268 343 418 493 568 N.R. 161 131 205 322 451 601 111 941 L41-011(28811) PRESTRESSED 121 124 165 186 244 290 312 408 380 538 441 680 515 833 N.R 135 *REDUCE VALUE BY 25% FOR GRADE 40 FIELD REBAR 5" PRECAST UJ/ 2" REGE55 DOOR U-LINTELS A V f T'*r i •i PE 6-0 8RFI0-05 DW14-05 BW18-08 WF22-05 SR1=26- SRF30-05 LEN�3�i-I 8l;PU6 OW6-16 8WIO-15 8RFI4-15 BWIS-15 SRF22-I5 OW26-15 BR--30-I5 4'-4" (5211) PRECAST 148E I59I 3053 2982 3954 492E 5SO4 6880 1821 3412 4982 6412 IS41 9416 10818 4'-6" (54") PRECAST 1351 144E 2182 2114 3600 4481 5315 6264 1-102T 3412 4982 6412 1941 S416 10818 832 1602 1550 2058 2566 3015 3585 5'-8" (68") PRECAST 185 1153 2162 4014 6412 6516 5814 6839 5'- 10" (-109 PRECAST 135 i19 1500 1449 iS24 2400 2816 3352 1103 2051 1 3811 6412 6516 5450 6411 (80')PRECAST 822 901 1611 2933 2516 3223 3812 4522 901 troll 2933 4100 6130 8111 6701 161 1311 2252 1958 2451 2944 3435 (90') PRECAST 6ro5 164 1311 2329 3609 5492 6624 5132 9' - V N lro') PRECAST 311 420 834 1253 1011 1342 1614 1566 535 S28 1491 2119 26171 3595 2815 V PRECAST UY 2" RECESS DOOR U-LINTEL5 4^VrW44M L� f L f F T LATERA TYPE LENGTI4 8RF6-IT 8RF10-IT SW14-IT BRFIS-It 8RF22-IT 8RF26-IT 81qF30-IT SR SRF Si�6-27 SW10-2T SRF14-2T SW18-2T 8RF22-2T 8RF26-2 SRF30-2 4'-4" (52") PRECAST 1244 1513 2413 3260 4112 1 4961 5825 932 932 1244 15i9 2339 3110 4005 4850 596 6 4'-6" (5411) PRECAST 1192 1501 2311 3121 3931 4156 5511 853 853 1192 1 1455 2240 3036 3837 4643 5453 5'-8" ((0811) PRECAST 924* 1112 1195 242.3 3055 3689 4325 501 501 924 1132 1141 2351 2918 3603 4230 5'-10" (10") PRECAST 896* 1138 1142 2352 Zc3r 3581 4198 469 469 896 1O99 169ID 2285 2891 3491 4106 (60")PRECAST 118 $52 1513 2042 2573 3101 3642 830 1100 118 956 1468 1981 2509 3035 3563 1'-6" l909PRECAST 688 691 1325 1610 2280 2163 3221 11ID 941 ro88 849 1302 1162 2225 269ID 3151 (116") PRECAST 533* 433 808 1123 1413 1104 1995 516 614 533 521 1009 1369 1128 2088 2450 T*'rf=E DESIGNATION F = FILLED WITH GROUT / U = UNFILLED QUANTITY OF •5 REBAR AT I r BOTTOM OF LINTEL CAVITY I� IE5/]T NOMINAL WIDTH J L QUANTITY OF wo NOMINAL HEIGHT—1 REf3AR AT TOP *REDUCE VALUE B'I" 15% FCR GFRADE 40 FIELD REBAR "5 REBAR AT TOP MIN. (1) REQ'D ° 1-1/2' CLEAR c.i"f.U. T "5 REBAR AT BOTTOM OF LINTEL CAVITY '1-5/8'ACTUAL BOTTOM REINFORCING PROVIDEI4 IN LINTEL 8" NOMINAL WIDTH (VARIES) 5��� LOAD ���3L� NOi�S 1�I,izlL S GNiR�4L N®TS I. All values based on minimum 4" bearing. Exceptfon: Safe loads for unfilled 1. f'c precast lintels = 3500 pall. 1. Provide full mortar head and bed joints. lintels must be reduced by 209a 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 3/0" aggregate. 3. Installation of lintel must comply with the architectural and/or structural drawings. Z. N.R. =Not Rated. 4. Concrete masonry units (CMU) per ASTM 090 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 sectlon specified. minimum net area compressive strength = 1900 psi. vertical cell reinforcing and grouting. 4. Safe loads based on grade 40 or grade 60 field rebar. 5. Rebar provided in precast lintel per ASTM A615 GR60. 5• All lintels meet or exceed 1-/360 vertical deflection, except lintels 11'-4" and 5. Additional lateral load capacity can be obtained by the designer by providing Field rebar per A5TM A615 GR40 or GR60, longer with a nominal height of 8" meet or exceed L/180. addfonal reinforced masonry above the precast lintel. 6. Prestressing strand per ASTM A416 grade 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 6. One r rebar may be substituted for two S rebars in 8" Ifntels only. 210 low relaxation. 1. 1/32' diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 1. The designer may evaluate concentrated loads from the safe load tables by 1. 1/32 wire per ASTM A510. 8. Gast -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. 6. Mortar per ASTM C210 type M or S. S. Safe load ratings based on rational design analysis per ACI 315 and ACI 530 6. For composite lintel hefghts not shown, use safe load from next lower height. c3. All safe loads in units of pounds per linear foot. A R C H I T E C T S Desi n IOU I pnc. •1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w U W 5Y. 0 F a W A F stmDm a LOT: CREEKSIDE LOT #135 PROJECT# 04321.000 MODELi 4EAB "1672-ARIA" GARAGE SWING: RIGHT PAGE: SAFE LOAD TABLES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA np; 10/06/17 sCA.LM: 1 /4"=1'— 0" 1B. 1 (g)VANITY C VANITY COMPOIW MD CLADDINQ WAD LOAM WC WIND EXPOM FOR 3'SECdlD G119T8 OPDM 90UAF E ZONE 1B0 WH WILD (M) REMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 21 5 32/-42 DR. MIN. CRITERIA S:Gs.D, MIN. 12 5 30/-3-t CRITERIA W10 O.H.D. 56 5 30/-38 16070 O.H.D. 112 5 25/-35 SOFFIT N/A 5 31.6/-38.8 ROOF TILE N/A 3 -68.29/ -$8.29 P APPLICABLE: BASIC WIND SPEED MPH = 160 (Vult) INTERNAL PRESSURE COEFFICENT = t 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-9" HAVE BEEN MODIFIED PER FBCR R612.2 1PRESS.URES TO EET TESTED ALLOWABLE OR NOMINAL WIND AD VALUES FROM THE PRODUCT MANUFACTURER. FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL BE IN ACCORDANCE WITH SECTION F5C R302.S.1 THROUGH F5C R302.9.4 FLAME SPREAD AND SMOKE:-DE:VE:LOPE:D INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5 D O R PLAN -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RI=TURN PLENUM AND RETURN AIR GRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR A55EM512Y TO 5E THE:RMA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEM5LY) - 20 MIN, FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO 5E EQUIPPED W/ SELF -CLOSING: DEvlCE (R302.5.1) F5CR 5TH ED. (2014). SQ.FT. CALC. S LIVING 1-t68 50. FT. GARAGE 432 $0. FT. ENTRY 38 50. FT. LANAI 80 SQ. FT. TOTAL 2318 SQ, FT. A/C VOLUME 15322.6 I EXTERIOR MASONRY I WALL 5Ra. I4EICsl 4tS TOP PLATE PROVIDE: D5L STUD EA. END ccj OF ,MBAR DETAIL SCALE: 1/2'=1'-O' _ c0 CC �ARCH ARCH LNRONALD I T E C T S esign %Up�inc. LD REAGAN BLVD.D, FL 32750 -774-6078 -774-4078 igngroup.com 0003325 F N r U w la 0 F Q. G a F A C: ti moLmv ["1672-ARIA" tmnm $ LOT: 6REEKSIDE LOT #135 ROZECT# 04321.000 ODEr�4EAB GAFtAGZ BVrMG-. RIGHT PACK: FLOOR PLAN t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA OC , I L OLAND A ABOUCHACRA AR NO 93723 DATA 10/06/17 8CAL&: 1 /4"=1' - C F=l'�m:H:4a OPP RIDGE VENT 1 S' -S' 5RG. HGT. 0'-0' FIN. FLR. A, -All gWel. ut t IL. 12 1(' 11E WA3 TYP. r- S OFF RIDGE VENT S'-S' 5RG. HGT. 14B WA3 TYP. OFF RIDGE VENT 0'-0" FIN. FLR. ROOF: S'-S" 5RG. HGT 11-011 0 1=YPON 5KTIIXII OR EQUIVALENT 14B WA3 4" RAISED TYP' BAND (TYP.) 0-0" FIN. FLR jo- EN 07; Ea. +/-IS'-S' 5LDG. HGT. _ FYF'ON 5KTIIXI'I OR EQUIVALENT DECORATIVE: BRACKET m FYPON 1 LV12X24 OR 12 EQUIVALENT 4 6 WA J TYP. 1 —""I WA WA TYP. S'-S" 55G. HGT. ' RAISED 1 1 E A Z 5AND (TYP.) FRONT ELEVATION Trz)<TUREr) FINISH NOTE:: WALL FENESTRATION PLASHING AS PER F5CR R103.8.1 12 6 14A WA3 0'-0" FIN. PLR 0-0" FIN. FLR. -- __ — — — — I WA EA� TYP. TYP. ;13 Iz _ 14A WA 1'� I -�tl 11E 14B ■ = WA3 WA3 ay TYP. TYP. 0'-0" FIN PLR OFF RIDGE VENT OPP RIDGE VENT " SRG. HGt L N — — — 0'-0" FIN. FLR Pt. COACH LIGHT 0'-0' FIN. FLIP, AREA OF ATTIC = 2334 SQ. FT. N ET FREE VENTILATION AREA RI 1/ 300 REQUIRED VENTILATION AREA 2334 /300 = 7.78 SQ. FT. 7.78 = 1120.32 SQ. IN. MIN. REQUIRED VENTILATION = .5X 1120,32 IN UPPER PORTION OF ATTIC = 560.16 SQ. IN. ( BALANCE TO BE PROVIDED IN SOFFIT VENTS) OFF RIDGE VENTILATION AREA 115 SQ. IN. PER VENT(net free area) TOTAL# OF VENTS REQUIRED == 4.87 TOTAL# OF VENTS PROVIDED =- 5 SOFFIT VENTILATION AREA 7 SQ. IN. PER LINEAR FT (net free area) LINEAR FEET OFSOFFIT REQUIRI 80.02 2 I� LOUVER DETAIL ��J SCALE : 1/2' = 1'-0' A R 'CH I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W w 0 hF K U W A F CE SV9DIV. Aa LOT: CREEKSIDE LOT #135 PROJECT# 04321.000 MODEM 4EAB "1672-ARIA" GARAGE 8WMG: RIGHT PAGE: ELEVATIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA RxNT I)ATE: 10/06/17 SCALE: 1/4"=1'-0" I)ENOTE RAT RUN a 10, 0/C MAX. _ = DENOTE 2A 5TROMBACK a 1004 MAX. BRACING LEGEND EXTERIOR rz,45LE TO 5E ® BRACED W/2X4 BLOCKING 4'-0' O.C. BETWEEN TOP CHORD 4 2X4 SYP 02 X-BRACING. REFER TO DETAIL 9/D5 FOR BRACING REQUIREMENTS FASTEN 2X4 SYP 02 OR SPF BEVEL CUT TO TRU65 TOP CHORD W/10ci x 3' NAILS a V O.C. STAGGERED NOTE: REFER TO TRU55 MFR'S SIGNED 4 SEALED DRAWINGS FOR WEB BRACING LOCATION, SIZE 4 REQUIRED FASTENERS. SJI BJ3 BJ5 m (2) 2X12 5M. TO 6X6 POST (2) MSTA-24 4 (1) HTS-I6 POST TO SLAB ABU(o b (TYP. 2) A EJ-1A A10G A A( A2 m ,ry�v BJ IL HUC-410 ==I =�_ _ Q � � Lfi II m Iluc g'� CIGE3 EJ7 II II II II II k31-0' 0" 3' GABLE NO BRACING SEE DTL. '4' SHEET D2 RANEY 0(o/05/14 ,t� m IYl 4f1 to 1) DETAL-20-,�, \ • a (V U U� �0 0@ (tl 4 0� u_ w �z zu 0� �m Q • a OU UO �0 O� 0 `v ni Q �TL o� �z zV Od d� 41& a IX4 DIAL. BTM. CHORD BRACING, TYP. • A R C H I T E C T S Design roup GInc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 40 7-7 74-4078 www.abdesigngroup.com AA #: 0003325 w x W O E~v U W q p ti SUBDIV. & LOT: CREEKSIDE LOT #135 PROJECT# 04321.000 MODEL: 4EAB "1672-ARIA" GARAGE SWING: RIGHT FRAMING PLAN 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA ROLAND A. A AR NO PRINT DATE- 10 06 17 SCALE: 1 /4"=1' — 0" SHEET 4 D CONTROL PATE: 01-05-17 CONNECTOR SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 PTA 16-18 1625 (8) I0d x 1 1/2' I -PLY, (b) 16d 2-PLY, (USP; (10) 10d X 1 1/2" - NO I66 OPTION) (2) META-16 Mee (2) PTA 16-I8 2800 (10) 10d x 1 1/2" I -PLY, (USP: (10) 10d x 1 1/2') 2515 (14) I66 2-PLY (USP; NO 16d OPTION) HETA-16 1810 PTA 16 1810 (9) 10d x 1 1/2' I -PLY, (a) I6d 2-PLY USP: (10) 10d x 1 1/2", NO I6d OPTION PETA-20 1010 PTA 20 1610 (9) 104d x 1 1/2' I -PLY, (0) Ibd 2-PLY USP: (10) 10d x 1 1/2", NO I6d OPTION } x (2) PETA-20 2035 (2J HTA-20 3230 (10) 106 x 1 1/2" I -PLY USP: (10) 10d x 1 1/2" 2500 (12)16d 2-PLY (USP: NO Ibd OPTION) OLGT-2 2150 LUGT-2 1550 (7) - 114" x 2 114' TITEN, 2 (USP: BLK (5) 114' WB, WOOD Orb) 10d 0 DETAL-20 24W OPTA-20 2430 (18) - 10d x 11/2, 1 PLY MGT + 3965 MUGT 4115 (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. IV EMBEP), (22) 10d TO WOOD (USP: (28) 10d TO WOOD) PGT-2 + 1098o PUGT-2 9150 (2) 3/4' A.T.R. IN PIGH STRENGTH EPDXY (MIN. IV EMBED), (16) 10d TO WOOD (USP: WOOp (f) lod) HGT-3 + 10530 HUGT-3 Sabo (2) 3/4' A.T.R. IN PIGH STRENGTP EPDXY (MIN. 12' EMBED), (I6) 10d TO WOOD (USP: WOOD (8) l0d) LGT3-SD52B 3285 LUGT-3 3525 (12) 506 1/4'x3' TO GIRDER, (4) 3/8' x W TITEN PD TO WALL (USP: CONC. (4) 3/8" X 5" WEDGE BOLT, WOOD (12) 11,1525) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) 10d x 1-1/2' (USP: (10) 10d x 1 1/2' VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (1) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), (I6)-SDS 1/4'XV TO WOOD (2) VGT lift NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8" A.T.R IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (32)-5PS 1/4"X3' / 2 PLY MTS-12 1000 MTW 12 1195 (14) 10d x 1 1/2' (USP: (14) 106 x 1 1/2', (14) 10d) PTS-16 115o PTW lb 1260 (I6) lod x 1 1/2' (USP: (16) 10d x 1 1/2', (16) Nod) PTS-20 1450 PTW 20 1530 (24) 106 x 1 1/2" CUSP: (24) 10d x 1 1/2', (20) 10d) PTS-24 1450 HTW 24 1530 (24) 106 x 1 1/2' (USP: (24) 10d x 1 1/2", (20)106) LSTA-12 ++ 925 LSTA 12 930 (10) loci USP: (10) lod LSTA-IS ++ 1235 LSTA 18 1235 (14) 10d U5P: (14) 10d META-18 ++ 1315 MSTA-IS 1310 (14) 10d USP; (14) 10d V) MSTA-24 ++ 1640 MSTA-24 1640 (18)106 USP: (18) lod n MSTA-30 ++ 2050 MSTA-30 2065 (22) 10d USP: (22) 10d < Of MSTA-36 ++ 2050 MSTA-36 2065 (26) 106 USP: (26) 10d I— M6TI-36 3800 K5T1 236 3890 (36) 106 x 1 1/2" USP: (36) 10d x 1 1/2" V) MSTI-48 5065 KTSI 248 5140 (48) 10d x 1 1/2" USP: (48) 106 x 1 I/2" (a) Sd TO PLATES, (a) 86 TO STUDS (USP: (16) Sd x 1 1/2', (I6) 86) H6 950 LFTA b 1210 5P4 aft SPT 4 945 (6) 10d x 1 1/2' TO STUDS USP: (6) 10d x 11/2' TO STUDS A34 395 MP 34 380 (4) 8d x 1 1/2' TO BEAM, (4) Sd x 1 1/2" TO POST. USP: (4) 8d x 1 1/2" TO BEAM, (4) Sd x 1 1/2' TO POST. PCP2 645 PPCP 2 Soo (12) 10d x 11/2' USP: (10) 106 x 1 1/2" TO TRUSS, (10) 10d X 1 1/2' TO PLATE P10A 1140 RT I6A 1380 (18) 106 x 1 1/2" USP: (9) 10d x 1 I/2" TO TRUSS, (8) 10d X 1 1/2' TO PLATE VGT 4 PDU4 4940 PPD 4A 5215 Ciro)-SPS 1/4"xV To WOOD, (10)-806 1/4'x2 1/2' W/ TPREAPED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8" ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (10) W63 WOOD SCREWS VGT 4 PD15 4940 Tox 10 10140 (16)-SD5 1/4"x3' TO WOOD, (3)-3/4" STUD 5OLT5 W/ THREADED ROD, (2) NUT5/WA5HER/2PLY USP: 1/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTP EPDXY, (4) 1/8" TPRU-BOLTS ABU 44Z 2200 6665 PAU 44 2535 6115 (1) 5/8' A.T.R. IN HIGH STR5NGTP EPDXY, (MIN. 1' EMBED.) IN CONC., (12) I6d TO WOOD USP: SAME AS SIMPSON (I) 5/8' A.T.R IN PIGH 81 RENGTP EPDXY, (MIN. 1' EMBED.) IN GONG, (12)Ibd TO WOOD USP: SAME AS SIMPSON ABU 66Z 2300 12000 PAU bb 2380 16005 V) LTTI9 +++ 1340 LTS 19 1205 (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC., (8)10d TO WOOD USP: SAME AS SIMP5ON x 0 LTT2015 +++ 1500 LTS 205 1105 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN GONG., (10)10ci TO WOOD USP: 3/4' ATR MIN 1" EMBED SET IN HIGH STRENGTH EPDXY, (10) 106, (10) 10d x 1 1/2" 2-1/2" _ (� HTT4 4455 HTT45 4160 (1) 5/6' A.T.R. IN HIGH STRENGTH EPDXY (MIN 1' EMBED) IN GONG, (18) SDr10 X 1 1/2' CUSP: (20) 16d X 2-1/29 USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 106 x 1-1/2', (20)16d x 2 1/2' Z Q HTT5 5090 PTT45 (1) 5/S' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 1' EMBED,) IN GONG., (26) I66 X 2 1/2' CUSP: (20) Ibd X 2-1/2") USP HAS MORE NAIL OPTIONS: (28) 10d, (28) loci x 1-1/2', (20) I66 x 2 1/2' HPDQII-SPS 2.5+ 11,810 UPPD 11 143W (U 1' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 10' EMBED.) IN GONG, (24) SPS y4' x * WOOD SOWS (USP: (24) WS3 WOOD SCREWS) (1)1/0' A.B. IN HIGP STRENGTH EPDXY, (MIN. 1' EMBED.) IN GONG„ (3) 3/4' STUD BOLTS TO WOOD (USP: (4) 1/8' BOLTS) PD15 6645 TDX 10 10140 N (A(14) MBPA 3.56/1125 3415 5330 NFM35X12U 2580 1130 SIMPSON: (1) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15" EMBEDMENT) IN CM.U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CMLI. FACE, (18Aoci TO BEAM USP: (1) 1/2" J-BOLT W/ MINIMUM 6; EMBEP. 4 NOT LESS THAN 4" FROM EDGE OF CONC W/ 3/4' DIA ITW RAMSET/REDPEAD DYNA SOLT SLEEVE ANCHOR OR EQ. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. 10d AT JOIST Lil 0 PUSC412 (WOOD) 3635 2660 (FLW PUS4121F 3060 2110 (FLR) (10) I6d TO HEADER, (10) Ibd TO WOOD USP: SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) Z �( HUC410 (CMU) law 4920 PD410 IF 1305 5000 (IS) 1/4" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) loci TO WOOD: CUSP: (18) 1/4' x 3" W53 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD = HUC210-2 (CMU) 1800 5085 HP210-21F 1305 5000 (18) 114" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) lod TO WOOD: CUSP: (18) 114' x 3" WS3 SCREWS, (10) 10d TO WOOD. USP (20) 3/I6' TAPPER+, (10) 10d TO WOOD PUG210-3 (CMU) is" 5085 PDZIO-31F 1305 5000 (18) 114" x 2-3/4" TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4' x 3" WS3 SOWS, (10) 106 TO WOOD. USP (20) 3/16' TAPPER+, (10) 10d TO WOOD LGUM26-2-506 1430 5595 LGUM26-2 2125 6065 (4) 3/0' x 4" TITEN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SMS SCREWS TO WOOD, USP (4) 3/8' X 4' WEDGE BOLT+t W63 WOOPSCREWS HIGH STRENGTH EPDXY = 51MPSON 'SET EPDXY -TIE'. CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR U5P - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT IS GREATER THAN 1" DEEP, THE VERTICAL CELL IN CM.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ 106 COMMON NAILS CAN BE SUBSTITUTED WITH lod x 1 1/2" NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT IS REQUIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. Cn +++ MINIMUM EMBEDMENT INTO THE TOP OF A SONDBEAM WILL BE 5', MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE 1' Lai I— 0 A.T.R. = A-301 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 ZMAX / HOG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL BE EVALUATED ON AN INDIVIDUAL BASIS AND MUST PAVE WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER OF: RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON 'WOOD CONSTRUCTION CONNECTORS C-G2011' , "PIGP WIND -RESISTANT CONSTRUCTION F-G-PWRCAGIb, AND ANCPORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-5A5-2012 4 U51P STRUCTURAL CONNECTORS 20115-2016. HEADER SPAN CHART SINGLE STORY APPLICATION SIZE CLEAR SPAN DSL 2 DBL 2 DBL 2 DSL 2 x 6 x 8 x 10 x 12 UP TO 5'-4' 5'-4' TO T-0" 1'-0" TO 10"-0' 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS SIZE CLEAR SPAN DSL 2 DSL 2 DBL 2 DBL 2 x 6 x 8 x 10 x 12 UP TO 5'-0" 5'-0' TO 6'-4" 6'-4' TO 8"-0" V-0' AND OVER FRAMING NOTES: MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (ft.) UP TO 5'-0" TO 8' 0' U.N.O. l'-11 1/2, AND UP NUMBER OF HEADER STUDS SUPPORTING, END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS AT EACH END OF HEADER 1 2 3 TYP. 2x12 BM./HDR. I. HURRICANE STRAPS TO BE MANUFACTURED BY SIMPSON STRONG -TIE OR EQUAL, U.N.O. 2.TYPICAL HURRICANE STRAPS ARE AS FOLLOWS, UN.O: k TRUSS TO MASONRY/CONCRETE SHALL BE META-Iro M FLOOR JOIST TO MASONRY/CONCRETE SHALL BE HETA-16 AT EACH END AND 32" ON CENTER ON JOISTS PARALLEL TO WALL. TRUSS TO WOOD FRAMING SHALL BE MTS-12 3. TRUSS TO TRUSS CONNECTIONS AND HANGERS SHALL BE DESIGNED AND SUPPLIED BY TRUSS MANUFACTURER. 4. REFER TO TRUSS MANUFACTURER'S SIGNED AND SEALED DRAWINGS FOR LOCATIONS, PROFILE, AND SIZE OF ROOF/FLOOR TRUSSES. 5. HEADER SPAN CHART 4 MINIMUM WALL 4 HEADER STUD REQ. ARE STANDARD U.N.O ON FRAMING PLAN b. MIN. 2X4 HIP CUT BLOCKING SECURED W/3-10d GUN NAILS OR 3-12d HAND DRIVES im EA. END. CUT PITCH 8 BEVEL TO FIT TIGHT TO TRUSS AS PER APA REQUIREMENTS. 1. EXTEND AND ATTACH WALL SHEATHING PAST FLOOR TRUSSES TO TOP OF TRUSS BEARING. B.PROVIDE DRAFT STOPPING IN FLOOR TRUSSES AS REQUIRED FOR MAX 1000 SF. COMPARTMENT PER 5TH ED. 2014 FBC RESIDENTIAL -SECTION R302.12. 9.1REFER TO DETAIL 8 SHEET D4 FOR I -STORY INTERIOR LOAD BEARING WALL STRAPS E DETAILS. ARCH I T E C T S Desow Incign Gr. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 wvvw.abdesigngrou p.com AA #: 0003325 W W v W 0 �Fyy Q F A stmDIV. +da LOT: CREEKSIDE LOT #135 PROJECT# 04321.000 MODEL: 4EAB 3)16`72—ARIA" GARAGE 8'11IMG: RIGHT PAGIC.0 CONNECTOR SCHEDULE t60 MPH EXP. C ARCHITECT: STATE OF FLORIDA DRAB., 10/06/17 BCALE: 1 /4"=1' - 0'p MTjI II a 2 ELECTRICAL LEGEND SYMBOL DEFINITION NOTES 125V OUTLET 20 AMP SMCdF POLE 110V OUTLET 110V OUTLET in 0- OUTLET WIRED TO SWITCH GFI Ilov OUTLET EQUIPED WAVilrJD FAUL INTERUPrER (TAMPER RESISTANT TYPE) E@ 22VV OUTLET (4) WIRE CONNECTION GFI OUTLWATERPROOF ET INGROUND 11z SWITCH SWITCH 3-WAY OPER V4 SWITCH 4-WAY OPER WALL MOUNTED LIGHT CEILING LIGHT VP VAPM PRO02 \Nil LIGHT CO) RECESSED CAN WALL SCONCE PRE -WIRED VENT. PAN 10" PER SQ PT. VENT. PAN W/LIGHT I a" PER Sa Pr. 1 FIXTURE (aPEcs reD ®r WILDER) 4'X2' FLUORESCENT 2-151,11-15 WRAP AROUND X rLuomacENT — — — 4' PLUORI=SCENT 4' TRACK LIGHT 0 PANEL METER OSMOKE S.D. MATT. M W/ HARDWIRE DETECTOR WALL MOUNTED MATT. BACK-UP SD SMOKE DETECTOR UI/ HARDWIRE 8/CO CARBOY MONOXI SMOKE DETECTOR G4M80 MATT. BACK-UP V HARDWIRE INTER -CONNECTED SHALL ME A DISTANCE OP NOT LESS THEN 4' `7- 1 LANAI CEILING MTD. LIGHT TO BE I INSTALLED, PROVIDE I J-BOX FOR I OPT. FAN \ WI \ PRE -WIRED �-�( CLCs FAN �-�C LIVING ROOM \ 1 PROVIDE — D5L STUD t EA. END OF IKNEEWALL I SWITCI-I IN CA5INET— I ICTCHEN t 1 PENDANT LIGHT ` BDRM.13— fV' NATURAL GAS CUTLET PRE -WIRED \ I, TELEPHONE JACK o TO BE ELEVATED / GONNtCr CLG FAN A/C AIR. GONDITIONMG 01800 NECT 1 8 TSLEASION JACK 1 CEILING MOX WCUIRM O J_MOX TO ME SUPPORTED IN ACCOI®A W( PDX MARKED ASS SUCH UCH FOR MSPEGTICN — — — — CELING BOX lWQJIF4= CEILING FAN/1-04t TO Be SUPPORTED IN I ACCORDANCE W/ BOX MARKED AS SUCH F0 �� INSPECTIONBATH I FLOOD LIGHT _ ECURITY SECURITY` SE K P.M. PUSH -MUTTON FOR CHIMES Uss PORT LOCATION OF TV JACKS < PHONE OUTLETS B FANS TO 5E VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL HA51TA5LE ROOMS TO 5E ARC FAULT PROTECTED PER / ELECTRICAL PROVISIONS OF FSCR 5TH BDRM #2 / EDITION (2014). / 20 AMP DEDICATED LAUNDRY CIRCUIT. / GFI ® ISLAND (NOT ON KITCHEN CIRCUIT) P.B. FOR DISHWASHER DISCONNECT TO 5E LOCKOUT CHIMES IN PANEL 5ATHROOM EXHAUST FAN TO HAVE MIN. PRE -WIRED CAPACITY OF 50 CFM INTERMITTENT PER CLG FAN ELECTRICAL PROVISIONS OF SECTION M15073 F5CR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL BE NON METALLIC CABLE PER ELECTRICAL PROVISIONS OF FSCR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE i-5CR 5TH ED (2014). 6'-4' / HOOD WIRE W/�Lv / OUTLET FOR / FUTURE MICRO. / 6b I.3� 1-2 LE 0 V71 GP I m 42" OWNER'S SUITE / W.I.C. J GARAGE � F DOOR \\ — 1 L J \ \ WALL MOUNTED \ LIGHT W/SWITCH IN \�\ ATTIC KEYLESS FIXTURE CsFI CLG OUTLET OHD GARAGE OLUH BOLLARD AS REQ. PER 5LPG. CODE IRRIGATION OUTLET a 48" A.F.F. \ lx. j OPT. ` \ ' COACH LIGHT METER FIELD VERIFY LOC. E'LE CTI"ZICAL PLAN WP Panel MAIN -A PANEL: 8/16 wp crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 150 Amp M.C.B FEEDER: 3- #2/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #4/0 AL THWN & 1- #6 Cu (G) IN 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #8 2 35 A/C C.U.-1 5664 1 2 Space N.0 3 4 Space #12 1 20 ExteTr Receptacle GFI 1200 5 6 Space Space 1 1 7 1 8 ISpace PANEL - A PANEL: 40 crt. breaker VOLTAGE: 120 / 240 V -1 Ph MAIN: 160 Amp M.L.O FEEDER: 3- #2/0 Cu THWN & 1- #6 Cu (G) in 2" C. OR 3- #4/0 AL THWN & 1- #6 Cu (G) IN 2" C. Wire Pole Bkr Description Watts Circuit Circuit Watts Description Bkr Pole Wire #6 2 60 AHU-1 (Heater 10 KVA at 65%) 4750 1 2 Space 3 4 Space #6 1 50 Range 4500 5 6 2250 Water Heater GFI 25 1 #10 #6 1 50 Range 4500 7 8 2250 Water Heater GFI 25 1 #10 #10 1 30 1 Dryer GFI 2500 9 10 1200 Washer GFI 20 1 #12 #10 1 30 Dryer GFI 2500 11 12 1500 Laundry AFCI 20 1 #12 #12 1 20 Garage Lights and Recepticles/ GFI 900 13 14 1200 Dishwasher GFI 20 1 #12 #12 1 20 Disposal GFI 500 15 16 1200 Refrigerator 20 1 #12 #12 1 20 Smoke Carbon Monox./AFCI 900 17 18 1500 Exhaust Hood Micro 20 1 #12 #12 1 20 Kitchen Recp/ GFI 900 19 20 900 Kitchen Recp/ AFCI 20 1 #12 #12 1 20 Breakfast Room/AFCI 900 21 22 900 Toilet Room Recepricles / GFI 20 1 #12 #12 1 20 Dining Room /AFCI 900 23 24 900 Owners Suite Lights and Recept./` AFCI 15 1 #12 #12 1 20 Toilet Room Recepricles / GFI 900 25 26 900 BDRM#3 Lights and Recpt/AFCI 15 1 #14 #14 1 15 BDRM #2/Lofts Lights and Recpt/AFCI 900 27 28 2640 Irrigation Controls 15 1 #14 #14 1 15 General Lights and Recpt/AFCI 900 29 30 900 General Ligths and Recpt./AFCI 15 1 #14 #14 1 Space 31 32 Space Spare 33 34 Space Space 35 36 Space Space 37 38 Space Space 1 39 40 Space Load subject to demand factor calculations / line 1 27650 18240 1 Load subject to demand factor calculations ! line Demand Factor Calculations: ABBREVIATIONS: AFCI: ARC FAULT CIRCUIT INTERRUPTER NC: NON -COINCIDENT LOAD GFI: GROUND FAULT INTERRUPTER Total load subject to demand factor 45890 First 10000 watts at 100% 10000 Remaining watts at 40% 14356 Total A/C load 4750 Future Growth = 10% 2910.6 LOAD CALCULATION IS BASED ON A/C NON -COINCIDENT LOAD Total Connected Load Watts 29106 Total Amps (watts / 240 volts) 121.3 General Lighting & Receptacle Load Total A/C Square Feet 1672 General Lts & Rec 3 W / Sq. Ft. 5016 Hi -Hats 0 at 65W/Li ht at 100% 0 Total General Lights & Rec (Watts) 5016 Ckts# Iwafts/cktI Total watts General Lts & Rec Panel A 1 121 4181 5016 lr50 AMP ELECTRICAL RISER NOT TO SCALE. GEN=RAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS NOTED OTHERWISE. POWER COMPANY TRANSFORMER 6RADE PROVIDE 150 AMP, 1201240 VOLT, I PHASE SECONDARY — ELECTRICAL SERVICE. PROVIDE 3 01 COPPER CCU) 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 18 PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D. PROVIDE 3"2/0 CU, THWN + 1% CU IN 2' CONDUIT OR 3 04/0 AL, THWN + ft CU IN 2' CONDUIT. (CONDUIT TO TERMINATE A150V5 SOFFIT a OVERHANG.) 0 00MBINATION SERVICE 150 AMP DISCONNECT SWITCH AND I20/240 VOLT ELECTRIC METER IN I PHASE NEMA 3R ENCLOSURE PANEL 15OA/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM BONDING TERMINAL AT LOW VOLTAGE CONNECTIONS CCALE TELEVISION SERVICE ENTRANCE EQUIPMENT 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). 5/8" DIA X 8 FT LONG COPPER CLAD GROUND ROD ARCHITECTS .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Id w U rq t. 0 a U w Q F ti stmDIV. CREeEKSIDE LOT #135dLO 000 BIPiiOJzCT#A04321. MODEI4EA "1672—A GARAGE 191'IMG: RIGHT PAC�Hi: ELECTRICAL PLAN 160 MPH EXP. C ARCHITECTI STATES OF FLORIDA 12 Dp 10/06/17 SCALM: 1/4 1 — 0" 8H ICT ARIA EQUIPMENT SCHEDULE 2.5 TONS MFG CARRIER Cu 25145C530A AHU pV4CN(5�=)905 HEAT SKLJ SEER 16 SEER TOTAL CAP 29000 ELECTRIC 208/230/I14P 5RKR CU 30 AHU 35 REF LINES 3/4' 4 3/8' H VA C LAYOUT PLAN F W U W 4 F U �W A F 64 19tmnlV. de LOT: CREEKSIDE LOT #135 PROJECT# 04321.000 MODEL 4EAB "1672-ARIA" GANAZIC BW MG: RIGHT PAGE: H VAC PLAN 160 MPH EXP. C OCT DAINT Z10/06/17 MICALM: 1 /4' V - 0" 8HEET CU 9 REBAR VERTICALLY W/ CONIC, POUR CELL ENERCsY CODE FORMS FOR 6TUD9 K' OL. MAkQ INSULATION R-VALUE$ SECURE BOTTOM TO Y z SIMM SP4 7' TEXTURED INI tH1 PSI • 2S DAYS L v S, CMU St. T TE 7 SL T. SECURE B . TE TO W/ wd ? SE 15. A T A13 W i' INKORCED WIN in, (GYP. III W. T WASHER I' MIN. 32, Oc AX. M O MAk 6 6 - UAAUA WMM. WOOD EASE / IN. 'Or MAX i NOBI NG 10" 0' 0' FIN. FLR) a �- ° z p SLOP 4' LONG. REINFORCED -a Wl4XWA UIIF OR KIDERMESH ON ° 4' CONC. REINFORCED W/ 6'1 WIAXWIA 4' CONG WNFORCED IW/ i'X6' WL4XIIlI.4 ° 4' CONC. RENFORCED W/ 6'X6' WAXWIA I N m V ° 6-MIL. VAPOR RETARDER ON W OR FIBER "I ON *-MIL_ VAPOR U LF OR PIBERM 944 ON 6-MIL. VAPOR UAIF OR FIBERMESH ON 6-MIL. VALOR 0.ep e _ 0. O = c° p WELL-GOMPAGTEp CLEAN FILL. z RETARDER ON LLELL-COMPACTED CLEAN - RETARDER ON YELL-COMINNAGYED CLEAN / RETARDER ON SELL -COMPACTED CLE `" i €3 FL©_ 4 n MIS REBAR aH CHAIRS /V\ PILL. TERMITE TI�AYMIENY t0 BE -� j� } FILL TERMITE E 7REATMETIT TO BE KID --CARE APPLILL. TERMITE ED ATTFRa' WRJG. L 0 BORA-CARE APPLIED AT FRAMINff. -`�IIw w j O ° a eoRA-CARE APPLIED AT KRANTIN� m 4' . ° TERMITE TREATMENT To BE BORA-CARE APPLIED AT FRAMING. m' 4' 4 I'-4" q' U 4" I' -ID (Y)'S REBAR ON CHAIRS !7) 9 REBAR ON CHAIRS 13' MrR. OW GRADE > w ~ (2) "S REBAR ON CHAIRS • • N KOIEGROWID 1-STORY FOOTING 1-STORY FOOTING 2-STORY FOOTING 1-STORY FOOTING L_ / %� AT L.B.W. (W/ UPLIFT) /�1 AT L. B. W. ( / ) 3 /�� NOT USED W BLOCK WALL ,� (� � lea AT L.B.W. W NO -UPLIFT STAIR DETAIL SCALE: I'=I'-0• 1 SCALE, Ils'.I'-0' %.. SCALE: In'.I'-0' �•• SCALE: In"=I'-Z)' �/ $GALE. I/A'=1'-®' Uh C �/ 4' CONC, REIFF. UU 6'x6' UAXWIAO VIM ON 6-MIL POLY ETHYLENE VAPOR RETARDER ° L > 4" ON YELL-OV'lPACrM CLEAN KILL TERMITE 4' CONC., REINF. W/ 6'xi' WL4kWR0 UW'T O s^ TREATMENT SHALL 5E BORA-CARE ON b-MIL POLY ETHYLENE VAPOR STUDS 16' O.C. MAX 81111 MAX RETARDER ON YELL-CCMPAGit:'D CLEAN HEAD OK GARAGE SECURE P.T. BT. PLATE TO Vw/ (1) 9 IREBAR ON CHAIRS 4' 4" FILL TERMITE TREATMENT SHALL BE SECURE BOTTOM PLAYS TO 67Up W/ SECURE BOTTOM PLATE 7O STUD VARIES WITH MAIKVI NAIL • 32' O THICKEN EDGE BORA-CARE SIMPSON BP4.32' O.0 Max SIMPSON 61632' Or - EDGE C 4 GARAGE STEP- UP HEK•HT of GARAGE SECURE BT. PLATE TO BLAB x8' HEIGHT GARArxE SECURE MIT. PLATE TO S f ` Y SCALE: IR'.P-0' VARIES W111-V SLOPE MX 0 32 BOLL W/ MAX.4 � VARIES WITH SLOPE ANCHOR 801.T W/ 1' R l $ECUIRE B . O V9al NON -BEARING MN • 37' oc MIN.. BV oc MAX M MAX 'EPDXT' N01' FEGklI E 'EPDXY NOT I ION w ,� w BOLTS 1501 0. w m a w l W/ 6'xb' WIAXWIAO WUM w w K ^a: ? ON I 'LY E11gYLENE VAPOR 4'R ON YELL -COMPACTED GLEAN KILL TERMITE TREATMENT SHALL BE D UV b')46' WL4xWL4 s . • ° _ - a ° _B°. MOR4-CARE IBE SH ON 6-MIL. VAPOR w °4, . 4' CONC RERFORRGED W/ 6'1 WAX 14 °• • 4' CONC. REINFORCED W/ 6'X6' WIAXWIA 4' COW- REINFORCED W/ b'Xb' WL4XUA ° CARE APPLIED AT O USE G. - a _ WEL D AN FILL YE TAR RE OR H ON WELL -COMPACTED -C 6-MIL. VAPOR WUF OR ERP15ON MEH ON 6-MIL. VAPOR RETULFARDER OR DER ON WEER - IN MIL VAPOR 1 FILL. ITS 71REATMEN7 r0 BE 4 6-MIL H F7=TAIRflER O RETARDER ON Y.ELL-GOFII•AGTED CLEAN z RETARDER ON LLELL-COI'1PACTED CLEAN RETA1mER ON DELL-GOM'ACTED CLEAN c fL' (2) 46 RaEBAR ON CHAIRS RET YELL -COMPACTED CLEAN 4'cow, A0 WUM ON .4' K ° 0. FILL TERMITE TREATMENT TO BE L ---k iF� e FILL. N-CARE'TREATMENT r0 i3E L c z FILL. TERMITE TREATMENT TO BE z 0. I,-�; 4,� < gpRA_CAgE "' � 4' O" 4" , ' , O a" -4' q" BORA-CARE APPLIED AT KRAMN(3� p 4' BORA-GAZE APPLIED AT FRNMINfi BORA-CARE APPLIED At FTRAMNG. 0 4" S' O 8 (2) 0B REIBAR ON CHAIRS 3" MIN. L > (2) 9 REBAR ON CHAIRS (3) 45 REBAR ON CHAIRS - M 9 REBAR ON CHAIRS , w cc KR GARAGE STEP-UP 0 Q in I'-qi in ° 1-STORY FOOTING AGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP GARAGE STEP-UP 2-STORY L.B.W. N-BEARING W UPLIFT 2-STORY L.B.W. W/ UPLIFT W/NO UPLIFT W%NO UPLIFT EXTENDED STEP &L�B.uWL 6A SGAL3 : In"=1' @L.B�.W. In' @MTENDED FOOTING g �r� MN.To BE nRN. 3 CCURSEs SCALE: In' = I' -0' GRADE,;., �F v O",a C3+ARAW POOR SECURE P.T. BT. PLATE TO a °q� VMI ANCHOR BOLT W/ T' m EMBED. MN. • 32' \ /--lU tEBAR VERTICALLY W/ COfNC. !U "S fEBAR VERI'ICAI.,I_Y d 'xb' E VAPOR LLUI'M Y POURED CIS 1 W/ C Ric. POUTED COLL MIL ETHYLENE VAPOR SECURE P.T. SIT. PLATE TO SLAB W` ®. CMU �' IRE YELL -COMPACTED m 4' CGNG. REINF. W/ b'x8' WW4kUA.40 YAII'1 ON I/1'XB' ANCHOR BOLT W/ 7' WA§IAEIl� S' CMU CLE F TERMITE TREATMENT SHALL EMBED. MII'L • 37' OC MAX , \ F CARRE ° \Y/ ,� ° ° Z >= 0. NOTE: OPTIONAU.*lm;-=e m 0 4' S' &" 4" 6-MIL POLY ET1-IYLENE VAPOR RETARDER ON w L 0. NOTE. OPTIONAL USE OK 4 GONCR£IE 0 I'-G^' 11ML-COMPACTED CLEAN KILL TERMITE K ° a - Q 'I , CONCRETE CURB • GARAGE WALLS T Y 2'- " 4" 9 REBAR ON CHAIRS TREATMENT 8HALL BE 50RA-CARE 4 ° ' ' W/ b xi' WAXWAO WI ' -� WALLS TO BE DETERMINED BY S WIL N ° 6-ht POLY ETHYLENE VAPOR "' BUILDER BY DIVISION. STUCCO (I)9 IEBAIR ON CHAIRS w / - ER ON UlELL-COMPACTED CLEAR S a ° ° I .b WA)WAIP STOP 9 C CRETE PAD 11 GARAGE DOOR FOOTING KILL TERMITE TREATMENT SHALL BE STOP RUE$ > BOIRA-CARE ,n MIL L HYLENE VAPOR 6` 1.67 CURB HEK•HT YARIES w � w a BCA+LE: V7'=1'-O' RE ON 1ELL-COMPACTED CLEAN I w 0. o KILL YI'EATT"FTIT SHALL BE it le ° BC1RA-GARBS !8) 9 REBAR ON CHAIRS z > z )_ .. �'. > > z E L 4' CONG. RENKORCED W/ i'I WUUXWIA e' VARIES _ w ° .. a a . ° < UAK OR ER ON EBH -C 6-MIL. VAPOR SAD.TRACK , 3 � _O' ro O 4' COR rRELNFORC O W/ 6'k6' WIAkWA = ° FILL WARDER ON TREATMENT TO ME CLEAN 3 £ � !7) 4 REDAR ON CHAIRS � _ � � ° WLF 09i FIBERME6H ON b-MIL VAPOR - �•'� ° � W KM16H FLOOR (U R- 0. NNNI.. FILL. TERMITE TREATMENT TO BE T• Q ,4° I -0" (?) R REBAR ON CHAIR6 W 0 8 2 .O BCIRA-CARE APPLIED AT iiRMMNGt _ a . ` ° y . '� RRETARDER CN HELL -COMPACTED CLEAN m p - 4 a KILL TERMITE TREATMENT TO BE O I' GARAGE STEP-UP BORA-CARE APPLIED AT iRRAIMINQ z a„ q' /\ _ 2-STORY L.B.W. �w ? m r3l�REBARONGi41R& ° a A,� ° FOOTING%��%� ° GARAGE STEP-UP @EX�TENDED1-STORY L.B.W. ALE: ln'•r m',`�;�� / 1-STORY FOOTING 2-STORY FOOTING 6D EXTENDED FFOOTING EXTENDED ICIIRBFEI e DR @���R�� �A AT GARAGE 10 SLAB AT S.G.D. 2 SHOWER RECESS POORER scale, In'=1'-m' sGALe: In _I 0' BGAL.E: I'=I'-0' 6CA1_E: I'=I'-®: z, (1) �S REBAR VERMCALLY W/ CONC. L' POURFI7 CELL GONG., REINF. UP 6'x6' WL4XWIAV W)'T ON 6-MIL POLY ETHYLENE VAPOR INSULATEION CODE FORMS FOR RETARDER ON YELL -COMPACTED CLEAN FILL TERMITE tREATMENT 6HALL BE 1EXi111'ED KIWBN �4_� B' CMLL Z (2) R! IR85ARR ON CHAIRS Z 1/2' GYP. WL B°. AB AT GARAGE `` ROUTEP BOND`S` N d WOOD 6,48E �'�, , 0 YARIES PER ELEV. R� SERVICE DOOR To HORIZONTAL'� - �,0'-0' FIN. FLR REBARR W/ 10' HOOK TIE VERTICAL REBAR ° O HORIZONTAL GROUTED BOND BEAM C_ { ° YREBAR W/ ID' HOOK z w TOP .8 ' .REINFORCED W/ 6'kb' 14 NQ T USED C'�� e ° ° ° a, L ° vAR1E8 PER ELEV - VARIES PER ELEV. L z O l IAkWIA UAIF OR FlBERMESH ON a E - -6-MIL. VAPOR RETARDER ON ° " - e HELL -COMPACTED CLEAN KILL. 1 NOT USED ° O °�� TERMITE TREATMENT TO BE POURED L J 1 i, VE C GROUTED BOND BEAM '- SOW -CARE APPLIED AT �'y; d CMU D LINE pp . FTRMfINGt U i' PVG CHASE THIRi FOOTNCs z p (( (3) 9 REBAR ON C4AIR6 :�'; 7X WALL I O CM1 �a a pp (4))j'XI' ANC14CM BOLTS a (4)YdXT` IA' DRYWALL I -STORY ° ^, U '• 2'-m' WASHER AND NWT SPACED EVENLY XKROM WOOD BASE !38 IREBAR ON CHARS TO BLIND BEAM. SET N WONTB 2-STORY FOOTING OLIIDD TO ACCEPTABLE RREr N QT-/INT. W BLOCK WALL FRAME WALL TO SCALE: In"=I'-m' 15 BLOCK WALL CONNECTION POUR 1 aR VERTICALLY uu GONc SCALE. V)'.I'-0' . a. SEE ENERGY COPE FORM6 FOR °„ INSULATION R-VALUES ° S. cm Q . GI PANOUT WGUIRED 0. CLEANOWT REQUIRED 16 GAS LINE THRU BLOCK W'GYP.W_W- FOR GT1ON �'N$''EGT'GN z z Z WOOD BABE L E a NOT USED L $ w 4' cONc. REII W/ 6'x6' WIAXWIAO UUM a a i< ON 6-MIL POLY ETHYLENE VAPOR E . ,I° RETARDER ON WILL -COMPACTED CLEAN 0'-0' FIN. FILM ®'-®' KIN. FLR KILL TE17'IITE TREATMENT SHALL BE (U 9 REBAR SET N SIMPSON 404 `a g 0_ BOIRA-CARE �tl ° 'a ° °a e ° TO HORIY"Ir'ONTAL �R �- ° ° °a ° TO HORIZONTAL TIE VERTICAL BAR STRENGTH EPDXY i' EMBED. MN. _ <i (Y) b REBAR • I -STORY - °.. ° R MAR W 10' HOOK ° IEBAIR W/ 10' FROLIC (3/ 9 REBAR • 7-STORY - o E I .° ° .. �� �. .ram _ °°. CUISIDE REBAR YO BE ro CCNTNUCUB _ i' PVC CHASE T,HRI FOOTNG 4' GONG, RENF. W/ bMb' WIAXUAO (1) b VER(. DOWEL a °.. WLLM ON 6-MIL POLY ETHYLENE ° °. °. LAPPED W/ BOND BEAM . VAPOUR RETARDER ON !U'5 RREBARR AT cORNERe '-eroRY HORIZONTAL/VERTICAL • °°B UELL-COMPACTED CLEAN FILL a° 1W 78' LAP MIN. O 4" e° 4" (2) 9 REBAR ON CHAIRS TERMITE TREATMkTIr 614ALL BE BORA-CARE i'-I' MIN. LAP y.q 2-STORY r3l�6RE6aeoNCHAIRe HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR PIPE THROUGH /��1 REINFORCING Kv� BEARING CHANGE 1J E. '=I'-0' J_ SCALE: R = 0 OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP 1-STORY FOOTING B BCALE:IR'=1'-m' c AT LINTEL CORNERS D W BLOCK. WALL 6Ga E:rr-ram ALL ]EXrr7ERI0R F007E]IRS .Arr SLAB'S TO 7E31E MIN. 12" BELOW TJTNNN ISTURB]EID SOIL CONTROL DATE: 07/01/15 A R C H I T E C T S qDesignG 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w y bl U W O F 0. V W A F A ti sVBDIV: de LOT: CREEKSIDE LOT #135 PRAJECT# 04321.000 xmDEL: 4EAB 11672-ARIA GARAGE s ra4G": RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 0 12 G R(cX Q A HACRA AR NO 723 DAATTETII : 10/06/17 SCALE: 1/4 Pp=11- 0" sIiEET ijI "I" 2x4 BLOCKING BETWEEN TRUSSES FI5ERGSL4SS, SHINGLES OVER WHERE "X" BRACING IS PRESENT 030 FELT PAPER INSTALLED PER FBCR R9052,1 ON O.S.B. F15ER3LAS5 SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHINGS OR �" CDX PRE-ENG GABLE TRUSS FIBERGLASS SHINGLES OVER 030 FELT PAPER AT FIRST FIVE BAYS 4 -0 O.G. PLYWOOD SECURED PER 30 PELT PAPER OVER r INSTALLED PER PBCR (AT SHEATHINGS SEAMS) FASTENER SCHEDULE CONT. 2x4 RAT RUN SECURED W/ �'-o" INSTALLED PER FBCR R90521 ON a" O.S.B. TYf�. (2) 12d's a EACH TRUSS R90521 ON " O.S.B. SHEATHINGS OR 2"CDX o.H. TO BE INSTALLED a MID. POINT 6 PLYWOODSECURED PER NER SCHEDULE � OF TRUSS SPAN, OR 10'-0" O.G. FASTSHEATHINGS OR }" GDX MTL. DRIP EDGES PLYWOOD SECURED STIFPBACK AT ALL UPRIGHTS PER FASTENER OVER 4'-10' HIGH (SEE SEALED 2x4 OR 2x6 FASCIA PER SCHEDULE ENGS, FOR SIZE AND CONDITION) ELEVATIONS SEE ENI=RGsY CODE FORMS FOR INSULATION R-VALUES O VENTED ALUM. SOFFIT MTL. DRIP EDGE TYP. PRE-ENGS WD. TRUSS 24" O.C. STIFPBACK At ALL GYPSUM BOARD OR }" HIGH SEE ENERGY CODE FORMS FOR o'H' MAX. UPRIGHTS OVER 4'-10" STRENGTH CLG. BOARD PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER ELEVATIONS HIGH(SEE SEALED ENGs. y MTL. DRIP EDGE " GYPSUM BOARD OR J" HIGH CONT. 2x4 RAT RUN SECURED W/ FOR SIZE 4 CONDITION.) 2x4 NAILER STRENGTH CLG. BOARD VENTED ALUM. SOFFIT S,B- SHEATHINGS OR }' CDX (2) 12d'6 a EACH TRUSS O � 2x4 a 24" O.C. a INTERIOR KNEE 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOD, ATTACHED PER WALL ELEVATIONS GONG. FILLED LINTEL BLK W/ (1) WEEP SCREED SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE ON SHEET D2 N5 REBAR CONTINUOUS (SEE DETAIL 5/D3) INSULATION R-VALUES OR 1/16" ZIP SHEATHINGS SYSTEM GONG. FILLED LINTEL BLK W/ CI) VENTED ALUM, SOFFIT (INSTALLED PER MANUF. SPECS,) 'S REBAR CONTINUOUS '-m" PRECAST LINTEL 2X6 P.T. SECURED TO 5/8" GYPSUM BOARD OR 1/2" EMBED. STRAP VERIFY TYP. MASONRY w/ 1/21 A.B. HIGH STRENGTH CLG. BOARD 1/5' THICK, 3 COAT PORTLAND W/ TRUSS PLAN o.H. SEE ENERGY CODE FORMS FOR w/ 2 DIA. WASHERS, 111 CEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN, EMBEDMENT WITHIN IX2 FIRE -STOP EXPANDED GALV'D METAL LATH WINDOW ATTACHMENT AS PER 8' OF EA. END, 32" O.G. SEE ENERGY CODE FORMS FOR ON PORTIFIBER JUMBOTEX GRADE INDOW ATTACHMENT AS PER MAX IN FIELD MANUFACTURES SPECIFICATIONS , V THICK, 3 GOAT INSULATION R-VALUES 'D" PAPER OVER tYVEK ^�/� ANUFAGTURES SPECIFICATIONS PORTLAND CEMENT BUILDINGS WRAP (REFER TO GONG. FILLED LINTEL WINDOW ATTACHMENT AS PER PLASTER APPLIED STUCCO SPECS FOR COMPLETE DIRECTLY TO MASONRY INFORMATION) PRECAST SILL BLK. W/ (1) S REBAR MANUFACTURES SPECIFICATIONS PRECAST SILL OR 1/16" ZIP SHEATHING SYSTEM CONTINUOUS (INSTALLED PER MANUF. SPECS.) ll) "5 REBAR VERTICALLY W/ (1) S REBAR VERTICALLY W/ CONC. POURED CELL PRECAST LINTEL I PRE -CAST GONG. SILL WEEP SCREED CONC, POURED CELL p Ix2 I FURRING STRIPS a 24 O.C. (SEE DETAIL 5/D3) 5/8" THICK, 3 COAT Ix2 P.T. FURRING STRIPS a 16" O.G. PORTLAND CEMENT " SECURE GABLE t0 2x6 P.t Ix2 P.T. FURRING STRIPS a 16" O.C. PLASTER APPLIED I/2GYP WL BD PLATE W/ 12d's 8' O.G. MAX 8' CMU 8' CMU DIRECTLY TO MASONRY WOOD BASE SECURE 2x6 Pt, PLATE TO BLK W/ _ I/2" GYP. WL. BD. I/2' GYP. WL. BD. (1) '"5 REBAR �:"x9" ANCHOR BOLL W/ 2' WASHER WOOD BASE - WOOD BASE VERTICALLY W/ CONIC. SET IN SIMPSON HIGH STRENGTH POURED CELL all CMU ~. all 1" EMBED. MIN. a 32MAX. + eiJ • ° V THICK, 3 GOAT PORTLAND aa ' ILI CEMENT PLASTER APPLIED z aL, DIRECTLY TO MASONRY z A. 1—STORY �o aq t�'VtVttt ,.• ..• 1—STORY GABLE BLOCK~ 1—STORY GABLE o NOTE: BLOCK WALL 2 WALL W/ VAULT C LG. PER 1=BGR 905,2.-1 - FOR ROOF SLOPES 2.12 TO LESS THAN 4:12, A (2) LAYER UNDERLAYMENT SCALE: 3/4" =1'-0" SCALE: 3/4" = I'-0" @)�SSCLALE OCK WALL SYSTEM 15 REQUIRED. FOR ROOF SLOPES OF4:12 OR CxREATER, (1) LAYER UNDERLAYMENT 15 : 3/4"=1'-0" PERMITTED BUT MUST BE PER ASTM D226 TYPE II, A5TM D 4869 TYPE IV, OR ASTM D 6151 2X4r 2X4a IX4 DIAGONAL BTM. sEcu1QE To BLOCK uv i4' 2x4r 2X6 P.T. SECURED t0 TAPI OR DRIVE PN SECURE TO BLOCK W/ W6' SECURE TO BLOCK wN4' CHORD BRACINGS. (MIN. SHANK 817E J48 TAPCONS OR DRIVE PIN TAPCONS OR DRIVE PIN MASCNIRY W/ Irl"x9' A.B. W/ MIN. HEAD SIZE 300 (MIN. 64ANK SIZE .148 0°TN SHANK SITE .146 2 DIA. WASHERS, i MIN, Si PLAN FOR MIN. EMBEDMENT I YW MIN. HEAD SIZE 300 MN. HEAD SIZE 300 8' cMu EMBEDMENT WITHIN S' OF LOCATION WITHIN 6' OF EACH END • ��, STRUCTURAL 2X M187 MN, EMBEDMENT I Y1) NOTE, STRUCTURAL 2X MUST BE WIN Imp N V �NtI1 A,) END ! NOTE: STRUCTURAL. 2X MUST BE 1S' DRYWALL EA. END, 32" O.G. MAX IN PRE-ENG'D WOOD 8' CMU 18 O,G. MAX SPACING. CPI OUTSIDE 4 SECURED THROUGH WITHIN V OF EACH END 4 ON OUTSIDE < SECURED I'X4' OR I'X2' P.T. NAILER TRUSS (TYP) A 24' -LrK' DRYWALL 16' O.C. MAX SPACINGS ON OLLTSIDE 1 SECURED 8' Or- MAX SPACING. THROUGH NON-STRUCTURAL 'IELD. ZXbso hc4 P.T.P7OR Y4 X4 MIN. BEGUN 7HRU 1'X4' OR I'X2' 4, NAILER SECURE TO BLOCK Wn-%' NON--& 0-TJRAL NT INTO 2X6� THROUGH NON-STRUCTURAL ' 2X6>m 7ApGON MIN. I,V4' EMBEDMET(t ❑ IRAI'IE t EXTEND 144' INTO BLOCK W/ O.C. MAX hc4 P.T. OR 3'S X4' MIN. MN I-Y1 SMBEpMENt Nt0 7APCON MIN. 1 4' EMBEDMENT SECURE TO BLOCK INTO BLOCK 9(0,' TAPCONB OR DRIVE PIN SIMPSON ❑ SECURE THRl FRAME 1 TAPCONA OR DRIVE PN BLOCK SECURE TO BLOCK INTO BLOCK W/I-I/4' TAPGONS OR EXTEND IA' INTO BLOCK IMIN. SHANK 812E J48 W/2-9L,' TAPCONS OR rMIN. SHANK SIZE .148 BETA-16 DRIVE PIN ❑ UU/ "11+' TAPGON6 OR DRIVE MIN. HEAD SIZE 300 ,CMU DRIVE PN (MIN. SHANK SIZE J48 MIN. HEAP SIZE 900 o CTYP) VERIFY MIN. EMBEDMENT Y4') . DRYWALL (MIN. SHANK SITE .I45 s. CMU ' CMU MIN. EMBEDMENT IA ION WITHIN 8' CP EACH END 4 MIN HEAD SIZE 300 , MIN. HEAD SIZE 300 'DRYWALL WITHIN 8' OF EACH END 4 IV OTC. MAX W/ TRUSS PLAN (MIN. SHANK SIM .148 18' O.G MAX SPACING. 'X4' OR I'X2' P. NAILER MIN. EMBEDMENT I Y4') DRYWALL MIN. EMBEDMENT I Y4) I'X4' OR I'X/' P.T. NAILER SPACING MN. HEAD SIZE 300 WITHIN 8' OF EACH END 4 'X4' OR I'K?' P.T. NAILER WITHIN V OF EACH END t V40,4�iN NMENT I-Y4'2'�'m 18'OG MAX SPACING. 18' O.G. MAX SPACe' of EACH END 1 SECURE TO BLOCK W/1- '' J4,' OJ3.B. X 4' MIN. 2XBrTAPCON6 OR DRIVE PN 2X8� j{r' Osa X 4' MIN. .JSPACING (MIN. SHANK SIZE J45 DOOR CASING SECURE 70 BLOCK w12 SECURE TO BLOCK W/I-I/4' DooR CASING R CASING DOOR CASING 7APGONS OR DVE PN DOOR CAJ3ING oMIN. HEAD SIZE 300 DOOR JAMB OR WNDOW TAPGONS OR DRIVE PN DOOR JAMB OR WINDOWR JAMB OR WINDOW I,glly pMENT 1 y�) (MN. SHANK SIZE .145 poOlg J,a'1B OR WNDOW (MIN. BHMdC BITE .14b DOOR JAMB OR WINDOW AT 14 TO IX PER MANUPAGTUf�b ATTACH t0 2X PER ATTACH TO 2X PER MIN. HEAD SIZE 3PJ0 ATTACH TO 2X PER DETAILS. WITHN S' OF EACH END 1 MANUFAG7UR`c5 DETAILS. MIN. HEAD SIZE 300 ATTACH 70 2X PER t MANUFACTURE8 DETAILS. 1s. py, MAX SPACING. MIN. EMBEDMENT I W) MANUFACTURES DETAILS. MIN. EMBEDMENT I Y4') MANUFAGTUREB DETAILS. NOTE, SHIM AS NEEDED t0 PLUMB NOTE: SHIM AS NEEDED TO PLUMB WITHN 8' OF EACH END 4 NOTE, SHIM AS NEEDED TO PLUMB WITHIN V OF EACH END 4 NOTE; SHIM AS NEEDED r0 PLUMB NOTE, SHAY A6 NEEDED TO PLUMIB IS' OZ. MAX SPACING. IS' O.G. MAX SPACING. JAMB (DO NOT EXCEED A) JAMB (DO NOT EXCEED Y4') JAMB (DO NOT EXCEED Y.') JAMB !DO NOT EXCEED Ys) JAMB lD0 NOT EXCd=ED Y4'J DOOR JAMB TO BLACK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-16/1a8" DOOR JAMB TO BLACK +3" DOOR JAMB TO BLOCK +3-7/18' DOOR JAMB TO BLACK +6/4 OR +6/4 /1 WINDOW TO BLOCK +33 OR +6./ /n1 WDiDOW TO BIACK +1-16 6 /'c\ WINDOW TO BLOCK +3" ^ WINDOW TO BLACK +9-7/18' /'1 WINDOW TO BLOCK +3/4 OR +6/4 �bG a 3/S�-®' ``:.%C'= - SCALE: 3/B'=i'-0' U'SG , 3/8':'-®' E: 3/8'-I'-PJ' 2X4r SE4CURE TO 15LOOK W/ 2X4� TAPCONS OR DSECURE TO � PINS• RE TO BLOCK W/Y4' TAPCONS OR DRIVE PIN SECURE t0 BLOCK W/ IN (MIN. SHANK SIZE .148 TAPCONS OR DRIVE PIN IM R. SHANK SIZE .I46 TAPCONB CR DRIVE PIN MN, HEAD SIZE 300 (MIN. 81 YANK SIZE J45 MN, HEAP SIZE 300 mi N 6HAMK 61 )4S MIN. HEAD BIYE 300 MN EMBEDMENT I Y.i) WITHIN MIN. HEAD 917E 300 O LINTEL COURSE CONC. POURED MN EMBEDMENT 1 Y4') WITHIN a' CF EACH END 4 IV O.C. MIN. EMBEDMENT I Y4,) 8' OF EACH END t 18' O.G. MIN. EMBEDT'ENT I Y4) WITHIN MAX 6PACNG. NOTE: STRUCTURAL 2X MUST WITHIN V OF EACH END 4 NOTE' BTRUCnPA- 2X MUST MAX SPACING. a. of EACH END 4 Is, O.C. NOTE: STRUCTURAL 2X MUST 2X6� w ON OUTSIDE 4 SECURED IS' O.C. MAX SPACING. SE ON OUTBIDS 4 SECURED MAX SPACING. BE ON OUTSIDE 4 SECURED THROUGH NON-STRUCTURAL THROUGH NON-STRUCTURAL 2X6:m 2X6= SECURE TO BLOCK 2x6m SECURE TO BLOCK Wol THROUGH NON-bTRUG711RAL '3W TAPCON MIN. 144' BSGURS r0 BLOCK WR- W/2-j(,:' TAPCCNS OR SECURE TO BLOCK W/I-I/4' EMBEDMENT EDME N MIN. 1-Y4' ' TAPCON MN I-Yi DRIVE PIN EMBEDMENT INTO BLOCK TAPGONB OR DRIVE PIN EMBEDMENT INTO BLOCK "a riNc, SHANK cuN NAILS o a' oc. TAPGONB OR DRIVE PIN TgpGpNS OR DRIVE PIN TOP e BOTTOM rDGFS (MN. SHANK SIZE .148 (MIN. BH°MIK SIZE J48 EMBEDMENT INTO BLOGTC (MIN. SHANK BITE .148 (MN. SHANK SIZE J45 IX4 SYP LATERAL MIN. HEAD SIZE 300 MIN. HEAP SIM -200 MN, HEAD SIZE 300 V On MN HEAD SIZE 300 MIN. EMBEDMENT I Yi) MIN. EMBEDMENT 149 WITHIN V CMU MN EMBEDMENT I Y4') )S' DRYWALL MIN. EMBEDMENT I Y4') 8' GT11U RE-INFORCING 36' O.C. WITHIN V OP EACH END t V CM V OF EACH END 4 18' O.G. WITHIN V Or EACH END , , WITHIN V OF EACH END 4 18' O.G. MAX SPACING. 1&• DRYWALL MAX SPACING. ❑ -' DRYWALL 4 18' O.C. MAX SPACING. IX4 OR I'X2' P.T. NAILER 10' O.C. MAX SPACING. %S' DRYWALL MAX a TRUSS E W I'X4' OR IX2' P.T. NAILER CHORD, SECURE W/(3) 106 2X8:m ❑ I'X4' OR I'X2' P.T. NAILER 2X8� 1'X4' OR 1'X2' P.T. NAILER 2XD:� 2ND 2k SECURE TO 2X8m . SECURE TO BLOCK W/2-%' OUR CASING BECiR`c TO BLOGc WJ2- ,' OOR CASING BECUIE TO BLOCK STRUCTURAL MEMBER 6ECURE 70 BLOCK W/1-1/4' ' P.T. X 4' MIN. . _ uurz>I2d wrrHN e' of EACH DRIVE NAILS a EA TRUSS TAPCONS MIAPCONS OR � I SPIN MI SHANK SIZE .145 OR DR11PIN DRIVE PIN oR END 4 6' TO V O.G, MAX ( TAI ° 9tZE I48PIN R CASING CHORD MIN. HEAD SIZE 300 CAD OOR JAMB OR WINDOW MN HEAD SIZE 3ID0 DOOR JAMB OR WINDOW (MN SPANK SITE °145 OOR CASING MIN. HEAD SIZE 300 DOOR JAMB OR WINDOW GABLE END B R AC I N G MIN. EMBEDMENT I Y4') WTTHI ttACkV TO 2X PER MN EMBEDMENT I Y<) WITHN ttAC-I TO 2X PER MIN. HSAD SIPS 300 DOOR JAMB OR WINDOW MN EMBEDMENT I) tlf , 0' OF EACH END 1 18' O.C. MANUFACTURES DETAILS. V OF EACH END 4 15' OL_ MANUFACTURES DETAILS. MIN. EMBEDMENT I Y4') ttACFF TO 7X PER WITHIN 8' OF EACH END < ATTACH TO 2X PER J MAX SPACING. WITHIN V OF EACH END 4 MANUPAGTURES DETAILS. IS' O.C. MAX SPACING. ANUFAGTUI 8 DETAILS. MAX SPACING. . SHIM A8 NEEDED TO PLUMB NOT& SHIM AS NEEDED TO PLUMB 18' OG, MAX SPACING, NOTE, 614M AS NEEDED TO PLUMB NOTE, SWIM AS NEEDED TO FLUME Y JAMB (DO NOT EXCEED Y4') JAMB (DO NOT EXCEED 49 JAMB (DO NOT EXCEED Y<') JAMB !DO NOT EXCEED Yi) /1 DOOR JAMB TO BLOCK +1-1 DOOR JAMS TO BLOCK +2 } DOOR JAMB TO BLACK +3' DOOR JAMB TO BLACK +3 3/4" 'v / \ /n1 WINDOW TO BNKC +1-1 " %>1 WINDOW 1C7 BLOCK +2 1 4 /c+1 WINDOW TO BLOCK +S" H WINDOW TO BLACK +3 3 4' e SCALE: 3/S'•I'-0' @l6GALE: 3/8'=1'-0' ` SCALE= 3/8'=1'-0' SCALE, 3/V-I'-iV N FASTENER SGHE�ULE NAIL REOUIREI IENTS TOP CORD BLOCKING AT 4' 40 ` LL It A. Ten � 'V w� USE T/Ib" OS,B. OR 1/2' CDX PLY WITH "8 RING SHANK GUN NAILS AT 4' O.C. AT SUPPORTED PANEL EDGES AND °8 RING SHANK GUN NAILS AT b' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL. SIZE HEAD LENGTH DIA. ENSILE STR O.G. MAX. IN FIRST 2 FRAMING Y @ =TYP. EXT. SHEATHINGS A I I ACHMENT z SPACES AT EACH END. e FOR SHEAR 4 UPLIFT (O,S,B. TO BE STRUCTURAL RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE o u - � 08 2' DECK SCIREWS 6 6'-8' m m z ad ROUNDMODIFIED OR T 17/8" 113 1 10rd00 10d ROUND) tODIPIED OR T -_. 2 I/8' _ 128 170)000 ROOF SHEATHINGS TO !'SABLE END FRAME USE '"'B GUN NAILS . d OL. ROOF SHEATHING NOT R1 GIUIRED EXCEPT ®OPENINGS _-1 _ _ ___ _ ._ J '0 \ • o u .. O.C. MAX • EDGES t 12' OC. .. All �.� �,�� ... , �.��� ...-.- o EXTERIOR SHEATHING NOTE, NAILS TO BE MPG. BY MEMBER OF INT. STAPLE, NAIL 4 TOOL ASSOCIATION USE I/2' CDX OR T/Ib' OSB PLY WITH 08 RING SPANK CsUN NAILS AT 6' O.G. AT PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.C. TO4 I. 0.1INCH NOMINAL SHANK DIAMETER P 2. RING R BOTTOM PANEL AND AND "8 RING SHANK GUN NAILS AT W O_C. AT G DIAMETER OF 0Ja12 OVER SHANK DIAMETE INTERMEDfATE SUPPORTS OR'i/Ib' ZIP SHEATHING SYSTEM 3. 16 TO 20 RINGS PER INCH (INSTALLED PER MANUF, Sfill SEE DETAIL. 4.0280 INCH FI1LL ROUND HEAD DIAMETER NOTE= -RING SHANK GUN NAILS SHALL BE PERMITTED AS AN 5. 2 INCH NAIL LENGTH ACCEPTABLE FASTENER FROM ANY MANUFACTURER -ROOF DESIGN PRE55URE BASED ON WORST CASE SCENARIO FOR ZONE 3 Y' z CJ r p m ROOF &HEAT41NG LA`IrOUT AND ENDIUALL BRAGINCx FOR G,45LE END FRAI" 4INCx —08 RING SHANK GUN NAILS ' SHANK TO EXTEND BEYOND' " • , u b Off. IN FIELD W THICKNESS OF SUB -FLOOR o o o � � SHEATHING ro TYP. 3/4" T4G SUB -FLOOR DECKING GLUED TO TYP. EXT. SHEATHING ATTACHMENT FOR ROOF ALL EXPOSED MEMBERS SHEATHING (Ol To BE STRUCTURAL GRADE) BUILDING LENGTH A R C H I T E C T S 11 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 I A W W U w 0 0. U w Q h q IBVHDIV. da LOT: CREEKSIDE LOT #135 PROZMCT# 04321.000 a[ODELt 4EAB "1672— ARIA" GARAGE 81►IN'G: RIGHT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 10/06/17 SCALM: 1 /4" =1' — 0't FIBERGLASS SHINGLES OVER 030 FELT PAPER INSTALLED PER FBGR 2x4 BLOCKING BETWEEN RWB,2.-t ON r6 O.S.B. TRUSSES AT FIRST (5) FIBERGLASS SHINGLES OVER PROVIDE EAVE SHEATHING OR }" CDX 5AY5 4'-0" O.G. (AT *30 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAMS) APPROVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER SCHEDULE EMBED.r SCRAP 30 FELT PAPER INSTALLED O.S.B. SI-IEAT�-{INCx OR �° CDX CLEAR VENTILATION VERIFY W/ TRUSS PER FBGR R9052.� ON PLYWOOD SECURED PER PER FBEG R402.2.3 PRE-ENG WD. TRUSS PLAN O.S.B. SHEATHING OR J" CDX FASTENER SCHEDULE 24' O.C. MAX. PLYWOOD SECURED PER i FASTENER SCHEDULE PRE-ENG TRUSS MTL, DRIP EDGE SEE ENERGY CODE FORMS MTL. DRIP EDGE Tyr PRE-ENG WD. TR�ISS MTL. DRIP EDGE SEE ENERGY CODE FORMS 2X4 OR 2X6 FASCIA FOR INSULATION R-VALUES o.H. 2X4 OR 2X6 FASCIA 24 X. O.C. MA 2x4 OR 2xro SUB -BAND FOR INSULATION R-VALUES. WOOD SHEATHING PER ELEVATIONS 5/8° GYPSUM BOARD OR I/2° HIGH STRENGTH CLG. BOARD PER ELEVATIONS PER ELEVATIONS " GYPSUM BOARD OR " WRB LAYER M, DOUBLE TOP PLATE VENTED ALUM. SOFFIT CONT. 2x4 RAT RUN B=GLLRE N W/ (2) 12d's m EACH TRUSS VENTED ALUM. SOFFIT I-IIGFi; STRENGTH CLG. F WTRB LAYER 02, FORTIP15ER VENTED ALUM. 50FFtt 1' o'" T'T'P_ WINDOW HEADER SIZE VARIES SEE ENERGY GORE FORMS FOR BOARD °" ING PAPER o.H. PER WINDOW OPENING SEE 1/2" CDX OR 1/16" 055 SECURE TO WALL PER INSULATION R-VALUES 1,000* UPLIFT SIMPSON META ? METAL LATH HEADER SPAN CHART FOR FASTENER SCHEDULE 5/8" GYPSUM BOARD OR CONNECTOR SP2 6 EA. PastEN to wooD stRuctuRAL SE URX OR ALL OSR SECURE to WALL PER DETAILS ON SHEET D2 1/2' HIGH STRENGTH CLG. 2x8 SYP *2 2X8 STUD MEMBER ®�" oC. MAX FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 1/16" ZIP 50ARD DOUBLE TOP PLATE DBL TOP ` FINISH a WUOOD ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM WINDOW HEADER SIZE VARIES PLATE °M" TYPE CONTROL JOINT OR 1/16' ZIP SHEATHING SYSTEM WINDOW SILL (INSTALLED PER MANUF. SPEGSJ PER WINDOW OPENING SEE FRAME TO 5LOCK CONNECTION SEE DETAIL PER 2x6 STUDS 6 16" O.G. MAX W! D R P CHA FOR HEA(INSTALLED ZIP SI-4EATI41NCx I5/DI MANUF. SPECS.) FORM, SEE ENERGY GONE FORS FOR INSULATION DETAILS SYSTEM (INSTALLED DRY WALL 6' METAL LATH STRIP ® THICK 3 GOAT R-VALUES WINDOW ATTACHMENT AS PER MANUFACTURES SPECIFICATIONS PER MANUF. SPECS.) �" DIA ANCHOR BOLT b' WIDE STRIP SELF '' ADHESIVE slvE FLASHING, CLEAN CEMENT PLASTER' T 4 G SUBFLOOR GLUED AND 1/8" THICK, 3 GOAT CEMENT PLASTER WINDOW SILL OR WALL AT 16" O.G. MAX WITH 1" EMBEDMENT AND 2" MASONRY BEPORE APPLYING TEXTURED APPLIED TO METAL LATH OVER 2 LAYERS SCREWED R FASTENER SCHE L 5 EET D2 APPLIED t0 METAL 2x6 STUDS 16" MAX W/ SHEATHING DIA. WASHER FINISH t a MASONRY OF GRADE "D" LATH OVER 2 LAYERS INSUL., SEE E Y ONE 8' cMu F NS AT[ N ON PI BUILDING PAPER OR PAPER BACKED LATH OVER AN APPROVED „ BUILDIN PAPER OR PAPER BACKED LATH R-vvAAS 5 G L R GLUED AND WOOD STUDS AT 12 O.C. MAX g A. X U VERTICAL CONTROL OVER AN APPROVED G D PER FASTENER BETWEEN DISSIMILAR HOUSE WRAP HOUSE WRAP ED L ON SHEET D2 \ 2x6 P.T. 5YP *2 o SOLE PLATE (1) COURSE TIE -BEAM ATERIALS POURED SOLID WITH DETAIL PRE-ENG FLOOR TRUSS z:° CONCRETE. Cl) +'S SCALE: N.T.S. CONG. FIL E LIN L (INSTALL PER MFG. SPECS.) —" GYPSUM BOARD OR HIGH �' 5 Z O 4 REBAR HORIZONTALLY 3!4" T 4 G SUBFLOOR GLUED BLKSTRENGTH us CLG. BOARD — Ix2 NAILER/DRAPT STOP NETAIL PRE-ENG FLOOR TRUSS 0- WEEP SCREE ASTM 926-C 4 ro3 (SEE D I 2/D ) PRECAST LINTEL AND SCREWED AS PER FASTENER SCHEDULE ON (INSTALL PER MPG. SPECS.)J WINDOW ATTACHMENT AS SHEET D2 GYPSUM BOARD OR Z lil PER MANUFACTURES SPECIFICATIONS —SEE: ENERGY CODE FORMS HIGH STRENGTH CLG. BOARD fu 0 FASTEN 2X4 RIBBON (P.T. a FOR INSULATION R-VALUES IX2 NAILER/DRAFT STOP __4p CMU) W! (5) 126 NAILS o E H PRECAST LINTEL z *5 REBAR 6 16' PRECAST SILL TR 5 CONC. FILLED LINTEL BLK W/ C1) S MBAR CONTINUOUS — Z w O.G. MAX, IN PRE-ENG F OR TRUSS WINDOW ATTACHMENT AS PER Ill CONCRETE C INSTALL PE FG. SPECS.) 5/8" THICK, 3 GOAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS (L/ Z POURED CELL, Ix2 P.T. FURRING STRIPS PORTLAND CEMENT PRE -CAST CONCRETE 51LL FOR INSULATION R-VALUES VERIFY PER 16" O.G. GONG. FI(LtILIN L BLKPLASTER APPLIED PRECAST LINTEL �O — PLAN' p Cl "( 8 CMU .5 R CONTINUOUS DIRECTLY TO MASONRY A LY (IJ N5 REBAR VERTICALLY W/ GONG. POURED CELL WINDOW ATTACHMENT AS PER — Z O R-4.1 I/Z" GYP. WL. BD. RIBBON 5/8" THICK, 3 COAT MANUFACTURES SPECIFICATIONS Q U INSULATION Ix2 P.T. FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL (1) *4 CONTINUOUS REBAR FASTENING DETAIL STRIPS a 24" O.G. PLASTER APPLIED WOOD BASE�j 8' GMU DIRECTLY TO (1) "5 REBAR VERTICALLY 4 O SCALE. 3/4"=1'-0 " 1/2' GYP. WL. BD. MASONRY W/ GONG. POURED CELL Q� z uua *4 REBAR 48" LONG a WOOD BASE °,f Ix2 P.T. FURRING 4 W/6" HOOK a 24" O.G., z 1 a z — 0 -rd STRIPS a 24 O.C. O I 1^11N. 24" IN SLAB RooF TRUSS UPLIFT P(N.FLR 8' GMU CL 2'-0" (MIN. CONNECTOR NOT w 1/2' GYP. WL. BD. IJ IN 5LA5) CLAR�IITY (OWN � SHOP DU1Css.) WOOD BA5E " ' I F1N FL R WALL i : a o' 3 1/2" GONG., REINF. W/ 6 "x6" iL ° SECTION �� ° W1.4XWI.40 WWM ON 6-MIL EX-MRIOR WALL SHEATHING (SEE — - POLY ETHYLENE VAPOR NOTES) 2—STORY 2—STORY ° ^' r ° WOOD �° RETARDER ON TO DBL OP PLATE W/USPSPT24NAIL a°; WELL -COMPACTED CLEAN PER MANUF. SPECS. WALL '° WALL r — �" G " G ° FRAME TO } �° FILL TERMITE TREATMENT SECTION SECTION 2 LOCK WALL 2'-0" SHALL BE BORA-CARE (3) *5 REBAR CONTINUOUS TION AT TOP SCALE: 3/4"=1'-0" SCALE: 3/4"=1'-0" ON CHAIRS EXTERIOR WALL $CALE: NT FIBERGLASS SHINGLES PRE-ENG GABLE TRUSS F155RGLAS5 SHINGLES OVER W30 FELT PAPER OVER #30 FELT PAPER PRE-ENG GABLE TRUSS NOTE: - INSTALLED PER FBCR R905.21 ON 1' 0.8.5. SPF STIPFBAGK (SEE SEALN TRUSS INSTALLED PER FBCR R905.2.-t ON a" OS.B SPF STIFFBACK (SEE SEALD TRUSS DIAGONAL BRAGS g EXTERIOR WALL (WALL SHEATHING stubs PLACE STRAPS SPADED NOT AND FASTENED AS SHEATHING OR J" CDX ENG, PACK FOR SIZE 4 CONNECTION) SHEATHING OR }° GNX ENG. PACK FOR SIZE 4 CONNECTION) CENTER OF TRUSS SHOWY FOR CLARITY) SHOWN WITH ONE ADDITIONAL STRAP At PLYWOOD SECURED 2x4 SPF BLOCKING BETWEEN PLYWOOD SECURED 2x4 SPF BLOCKING BETWEEN 5PAN OR HIGHEST FASTEN STUDS TO BLOCK WALL EACH WINDOW KING STUD WITH USPRSMST 48 STRAPWITH PER FASTENER TRUSSES At FIRST (5) 5AY5 4'-0" PER FASTENER TRUSSES At FIRST (5) BAYS 4' 0- RIDGE. DIAGONAL Fg AS ALL SCHEDULESCHEDULE O.C.CAT SHEATHING SEAMS) NOTE: O.C. (AT SHEATHING SEAMS) BRACE TO BE 6 ANY SPAN 15'-0" OR STRAP • EA. END (UN.0) 1 IN l ) 10d ON NAILS SPACE STRAPS AS FOLLOWS, i O 9 l 48 DIA X I IR' MtL. DRIP EDGE DIAGONAL BRACE S MtL. DRIP EDGE GREATER. REFER TO -1T0 MPH 'C': 32' O.C. ONG) -160 MPH 'C': 32' O.C. P -E WN. S 2 CENTER OF TRUSS SPAN R 2X4 OR 2X6 FASCIA P W t 24 TRUSS ENG. FOR -150 MPH 'B': 48' O.C. MPH 'C' O.G. MAX. HIGHEST RIDGE. DIAGONAL PER ELEVATIONS ADDITIONAL -140 4S' O.C. 2X4 OR 2X6 FASCIA BRACE TO BE a ANY SPAN SECURED W/ (3) 12d HORIZONTAL TRUSS TOP OF STUD WALL PER ELEVATIONS 15'-O' OR GREATER. REFER NAILS REINFORCEMENT. SOLE PLATS SECURED W/ (3) 12d SECURE t0 TO TRUSS ENG. FOR 5EE FASTENER SECURE TO 0'-0" TO 30'-0' (I) v FILL ALL REMAINING STRAP HOLES W/ 10d NAILS INTO NAILS TRU55 W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE WOOD BACKING 1/2" CDX OR 1116' OSB (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1" t0 60'-0" (3) SECURE TO WALL PER NAILS 0'-0° TO 30'-0' CI) FASTENER PATTERN I/2' CDX OR �/16" OSB NAILS X-BRACE (1) X-BRACE Top of DO NOT PLACE SCREW IN TOP HOLE NEAREST TO TOP FASTENER SCHEDULE ON SHEET D2 X-BRACE SECURE TO WALL PER a CENTER AND l2) MASONRY WALL OF GMU BLOCK WALL OR i/16° ZIP SHEATHING 30'-I' t0 60'-0' (3) FASTENER SCHEDULE EQ ALYDRODMEGpENtER ONNE SOT M Or SYSTEM (INSTALLED PER X-BRACE CIJ X-BRACE ON SHEET D2 t0 END STRACONNECT WALL w/ ( I) 3/16' DIA X 1- 1/4' MANUF. SPECS.) s r s CENTER AND (2) OR 1/16' ZIP SHEATHING - LONG TAPCON MASONRY WEEP SCREED, SEE BRACE DIVIDED CONT. 2x4 SPF RAT RUN SECURED W/ EQUALY FROM CENTER SYSTEM (INSTALLED PER ANUF. SPECS.) CONT. Zx4 SPF RAT RUN SECURED W/ 2 —STORY CM u B CK LL SCREWS DETAIL 5, SHEET D3 (2) 126's a EACH TRUSS TO END 2X4 W/ 3/8' X 5 LAG (2) 12d s a EACH TRU55 GABLE END —� 2X6 P.T. SECURE W/ In"X9' ANCHOR (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ GABLE 632" O.G. MAX. OR (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ (3) 12d'® m TRUSS EACH DIAGONAL CROSS BOLT 32' O.C. MAX. NAIL GABLE TO 2X6 (3) 12d's 0 EACH TRUSS DIAGONAL X-BRACING TO COVER 5-TRU55ES X—BRACING SIMPSON MSTA-24 a 32' O.G. MAX. DBL TOP PLATE X-BRACING TO COVER 5-TRUSSES 5/8" GYPSUM BOARD OR 1/2" HIGH 8 BRACING EXTERIOR STUD WALL CONNECTION TO FIRST FLOOR MASONRY WALL GYPSUM BOARD OR I/2 HIGH 3 W/ 12d NAILS 6" O.C. STRENGTH STRENGTH CLG. BOARD SCALE: 3/4" =1' -0° 2X STUD 16' O.G. MAX. STRENGTH CLG. BOARD SCALE: 3/4" =1'-0" SCALE: Nts IlIkk MAX. ARCH I T E C T S 6 Design Group�"Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w (y 04 U 0 W51 a A ®LJ8D1'Y. de LOT: CREEKSIDE LOT #135 Pl?AJECT# 04321.000 MODEL: 4EAB "1672- ARIA" GARAGE t9V MG: RIGHT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES 160 MPH EXP. C ARCHITECT STATE OF FLORIDA CT 12 7 �I RO'- D A ABOUCHACRA AR NO 93723 inaT-E--. 10/06/17 BAALE: 1 /4"=1'— 0'° *NOTE: NAIL 81 4EEATNING TO ALL 2X AS PER EXT. SN=-ATNING NAILING, Sd 4' O.C. MAX r=DG=5 4 6"-S" O.G. MAX IN T-4r= f=l=L_D 2x RIDGE ONE SIZE LARGER _ SECURE 2x6 MIN. TO BLK W/ (2) °XS' A -BOLTS 4' EMBEDMENT MIN THAN RAFTER SIZE W/ 2'X2"XYs WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) I2d NAILS OR GARAGE DOOR H IN JOINT$ PRIOR TO FILLI Ifs MIN. (4) 10d GUN NAILS — DBL. TOP PLATE COL. TOP PLATE 2X4 16" O.C. MAX. 0 2x4 COLLAR TIE AT EVERY OTHER 2x4 16' OZ. MAX SECURE 2X4 to 00 O ® © MIN. (3) 12dNAILS ER W1 WOOD W/2-I2d o 6'-S' MIN. (4) 10d GUN NAILS O.C. STAGGERED �nw 2x RAFTERS SECURE 2X4 W/ 2-I/4' CONS O 2x4 W/ 2- Ix8 NAILER SECURE t0 TRUSSES o tAPGONB OR DRIVE PMAN- tAPCONB OR DRIVE PIN (MIN. SHANK SIZE .145 MIN. (MIN. SHANK SIZE .145 MIN 0 O BELOW W/ HEAD SIZE 300 MIN (2) I2d NAILS OR HEAD SIZE 3ID0 MIN. SECURE 2x4 ON EMBEDMENT 1 Y4 TWIN EMBEDMENT I Ya' W/IN 8' FLAT TO BLK (3) 10d GUN NAILS ® EA. TRUSS EA, END NOT TO EXCE EA. END NOT TO EXCEED W/ GUT NAILS. 16I BT. PLA 18 O.G. MAX ARC UJA r SIDES: 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTB-12 BT. PLATE © N"" A -BOLTS 4' EMBEDMENT MIN. CREATE VOID FOR STRAP 2X4 SOLI L NG W/ 2'X2'A WASHER AND NUT PENETRATION BEGU To A IAV CD X SPACED EVENLY FROM FLOOR TO I/2' CDX WITH MI . B GARAGE DOOR HDR IN JOINTS ROOF BE t HEAtHINNGG END PRIOR TO FILLING. PRED ENGI TRUSSES WITH M 2-I2d PER BLK 1-2X6 PT BLOCK o CENTER OF EA. END EXTERIOR ARCHWAY EXTERIOR ARCHWAY DOOR HEADER WKI)1'XS' J-BOLTS PRE-ENG. TRUSS 1 WITH WINDOW - SCALE:I/2"=I'-0' 4' EMBEDMENT w/ 2"X2'A' WASHER L0° ALTERNATE CONNECTION CONV. FRAMED ROOF BETWEEN AND NUT. META-24 BE�EEN TRUSSES SCALE: 1/2' = I'-0' SCALE: I/2'=I'-0 2X4 SECURED TO GAB NG W/(2)12d O NOTES: 0 PRE-ENG TRUSSES W/ TRUSS " II 15 UPLIFT k O ALL ANCHORS SHALL 5E IN ACCORDANCE t0ECONNECTOR VERIFY W/ SIMPSOM HTSM20 2X CU D TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE FRAMING PLAN W/10 10d TO TRUSS GAB SUCH INSTRUCTIONS ARE MORE STRINGENT —DOUBLE TOP PLATE AND (4) 1/4' x 2 1/4' TAPGONS To Conk W 2)I EA. UPRIGHT POURED LINTEL GARAGE DOOR MRIPPLE STUDS s 16 oG. (�)BUCK ATTACHMENT HEADER SIZE PER :SIMPSON LSTA-12 • EA. JACK " IWO UPLIFT (2) $IMPSOM HTSM20 LE: I/2'=I'-0" SPAN CHART. STUD, OPENIBOTH SIDES OF INSTALLED ON OPPOSITE L-� ° FACES OF BLOCK WALL GABLE BLOCKING GDX PLYWOOD 2x STUDS i 16' O.G. MAX W/ W/10 10d TO TRUSS TRUSS SHEATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4' \ ! EBLOCKING A RAFTER DOOR WITHIN J' OF WINDOW/ DOOR TAPGONS TO CONT L-30 EA e,�-0` OPENING OPENING OPENING AND SECURE PER POURED LINTEL \ RAFTER NAILING SCHEDULE 142.5 EA. KING STUDS (SEE HEADER \ RAFTER SPAN CHART FOR DETAILS PRE-ENG TRUSS 2x4 RAFTER ° a 4 AND SPECIFICATION) a ° a I ® 24' D.C. 4 2x4 JACKS (SEE HEADER SPAN CONTINUOUS FRAMING ji PRECAST LINTEL ° ° CHART FOR DETAILS AND BOND BEAM (TYP) SPECIFICATION) 7JACK STUD ASSEMBLY t0 BE 5CLOSED VALLEY FLASHING DETAIL � FRAMED OVERHANG � SECURED ONE PLY ®A TIME. USE 12d NAILS, TWO WITHIN 6' N TS. V N•TS• " I FROM EACH END : NO MORE 2X4 DEL. $P4632' OC. MAX 2X4 DBL. 2X4 TOP PLATE I THAN 12' OC. STAGGERED Hu TOP PLATE TOP t BOTT TOP PL T5 1/2" CLG. BOARD I ° 1/2'x9' A.B. MIN. iTAP CONS ' y�— TO EC IN 1 /2 FRAQ NCs, EMBEDMENMT S' FROM EACH MIN. 2' COVER I� a NEED MIN 1 I/2' SBE END E 32' O.G. MAX. 2' APART PRE-FAB I I/2 , WIND M BE dTYP. INTERIOR P -i 4B PRE-F4B 1/2" CLG. BOARD TRUSS PRE-FAB SECURED MLO K Uj--11�DOOR OPENING WD FRA SP4 OR H5 • TOP AND TRUSS 1/2, CLG. BOARD TRUSS TRUSS 4 SCALE: I/2"=1'-0' EDTTOM PLATES o EA. FULL TRUSS ANCHOR I/2" CLG. BOARD CONT. METAL LENGTH STUD, BOTH SIDES 2x4 WOOD irz' DRYWALL TRACKS. TOP 4 O I a OF OPENING. 12 RETROFIT STUDS 016' BOTTOM 2x4 BLOCKS P . °LINE OF SLAB I/2" DRYWALL 1/2" DRYWALLT. 2X4 WOOD T. CURE 2x 70 BLOCK W1 (2)STUDS 016, S6 5 REBAR VERT- IN CORNER BEAD O.C„ U.Ox OCKING 2X4 WOOD CHANNEL SNAPPED 3' TAPGONS OR DRIVE PIN SOLID GROUTED CELL � SEALANT E LL MID -WALL ® STUDS 24' O (MIN SHANK SIZE .145) BACKER ROD MID -WALL SECURE BT, PLATE STLLDS 24 LAYER (MIN EMBED. I "J 5�-BM�NtGp ASTERt S' CMU SEE SECURE Bt. In'Xgl gr� To SLAB w/ 1®d oG. WITHIN S" OF E END AND PLATE TO /2' DRYWALL 32' MASONRY NAfL • APPLIED STRUCTURAL FOR W/ 10d EI' T 32" O.G. MAX ° IS O.C. MAX SPAGINCs. DIRECTLY TO REINFORCEMENT ATT D TO EACH MM C. 2X4 PT. BID o 12' O.G. O ° _ ° { MASONRY , ,.. ,...:. ,. AttACHED t0 FILL SEE FOUNDATION PLATE GONG. SLAB FOR DETAILS GONG SLAB CMU WALL ° CELL AS PER CONIC. SLAB PRODUCT a SPPROVAL REOL ° ° -DA FROM MIAMI-DADS W ° ° a �;. COUNTY °'. WEATHERSTRIP SEE FOUNDATION C ' G. SLAB ° ° ° a ° ° °° I °a FOR DETAILS SP4®32' OZ=. MA ° ° ° °g MOULDING ALL 1-STORY OD 1-STORY 1-STORY ° G4LV.StEEL DI TYP..WALL INT. BEARING WALL INT. BEARING WALL TYP.INT.WALL METAL STUDS �-` tl"� —''� -- — — — F'AT�To Ta (NO UPLIFT) {W/ UPLIFT) 8 (NON-BRG.) 3/1`OOD 66-W 1/4'gr/ GALv.8TEEL �OVERHEADDOOR gyINPON-BRIG.)$GALE: IR'=I'-0" ARCH WINDOW FRAME sews VERTICAL TRACK 1' MIN BY OTHERS w FA MAUF. SLIDE TCKIETS Room w/I14'`-2mCRAXIt2* 11111 GARAGE DOOR JAMBS CARRIAGE BOLT$ U SCALE: I/2"=1'-0' AND LOCK NUTS. TRUSS TO WOOD FRAMING SIMPSON Mr5-12 PRE-ENG TRUSSES W/ TRUSS PRE-ENG TRUSS CONNNECTOR VERIFY W/ DOUBLE TOP PLATE PRE-ENG. TRUSS FRAMING PLAN 2x CONTINOUS STRESS DBL. 2X TOP PLATE z DOLLBLE TOP PLATE PRE-ENG TRUSSES OR CONY. FRAMED RAFTERS SP4*32. O.G. MAXBLOCKING MID WALL -I/16' OS.B. a CRIPPLE STUDS s 16' D.G. 2x STUDS • 16' O.C. MAX, OR T/I6' ZIP SHEATHING aN MAX SYSTEM (INSTALLED PER PRE-ENCxINEERED UON. MANUF. SPECS-) HEADER SIZE PER 51MP$ON - EA JACK TRUSS ' T i G SUBFLOOR GLUED 2X BLOCKING a SPAN CHART. STLLD, O IDES AND SCREWED AS PER TOP FASTNER $GHEDULE Ip Mt5-12O MAX W1 IST FLOOR STUDS TO SFd T I S EATHING TO BE 2ND SCUDS 2X STUDS 16' O.C. MAX w DOOR/ ITH WINDOW/ DOOR L All ,ZMaR'DO -36 A 32' 2X BTM. PLATE WINDOW AND SECURE PER 2X �511 3/4' FLOOR DECKING e OPENING AfLING SCHEDULE PLATE MSTA-36 32' O.G. KING STUDS (SEE HEADER 7/16' 05.5. MAX SPAN CHART FOR DETAILS PRE- ENGINEERED AND SPECIFICATION) O FLOOR GIRDER — PRE-ENG FLOOR TR51SS JACKS (SEE HEADER SPAN OFiu?� OR �" 2X4 X4 STUDS 16° OG DOUBLE TOP PLATE Pam- ENGINEERED CHART FOR DETAILS AND GDX PLY ATTACHED sTM. FLOOR TRUSS SPECIFICATION) PLATE 2x OCKI NOUB SWRES6 PER FA5 ER SCHEDULE �/16" 08.5. BLOCKING MID WALL �� JACK STUD ASSEMBLY TO BE ON SHEET D2 t5- QI CONTINUOUS SHEATHING TO BEGIN AT TOP OF ELK. OR T/16' ZIP 8HEATHING 2x STUDDS • 16' OG. MAX, SECURED ONE PLY o A TIME. SYSTEM (INSTALLED PER TEXT. 1-M&4 W/ I/4" GAP FROM BLK TO OSB. USE 12d NAILS, TWO WITHIN 6' UICER UON. MANUF. SPECS.) 1/2' GYP. WL. BD. O2 HORIZONTAL 2X S.PF. STRUCTURAL BLOCKING AT — FROM EACH END t NO MORE SECURE BT. PLATE TO PERIMETER OF OS.B. TO PROVIDE CONT. NAIL PATTERN L THAN 12' O.C. STAGGERED 2x4 AL C1-11STUDS SCURF WALL STUDS SCURF ETA-16 SP4�32' OC. MAX—,,_" $LAB W/ Ij'x9" ANCHOR SP4 OR H5 0 TOP AND BETWEEN TRUSS BAYS W/ PRE-ENCxINEERED Q REMAINING AREA TO BE SHEATHED FROM DBL. TOP O BOTTOM PLATES • EA. FULL (3) 12d's EACH END TRUSS " GMU WALL BOLT W/ 2 WASHER SET IN PLATE TO HORIZONTAL BLOCKING. LENGTH STUD, BOTH SIDES SIN" IPSON HIGH STRENGTH 2x DOUBLE TOP PLATE EPDXY 7" EMBED. MIN. ®SHEATHING ®TOP OF WOOD FRAMED WALL TO BE F1 OF OPENING. STAGGERED MIN. OF 16' FROM SHEET BELOW SHEATHING TO LAP TO STUDS a 16, O.G. • ~ 32MPSON SP4 ® O BOTTOM PRE-ENG'D MtS-12 ®EVER STUD TRUSS BELOW_ SHEATHING BOTTOM 5 INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TO STUDS MUST NOT BREAK 1'-4' MIN. 2X4 BT. PLATE �� n INT. 2-STORY L.B.W. 4 EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER KNEE WALL DETAIL Cep ENTRY SCALE! In ID =P-' FROM 2ND FLR LINE. SCALE: 1/2"0'-0' 14 DOOR OPENING WD FRAMED ATTACHMENT 1 V SCALE, 3/4'=r-ID' $GALE: 1/2'=1'-0' 15 SCALE; 1/2'=I'-O' CONTROL DATE: 07/01/15 k R C H I T E C T S Inc. LONGWOOD, FL 32750 - - PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h W U W 0 F A F 4 ti SVHDM de LrOT: CREEKSIDE LOT #135 PROJECT# 04321.000 MODETA 4EAB 1672- ARIA" GARAGE SWMG: RIGHT PAGIC: MISC. DETAILS 160 MPH EXP. C ARCHITECT- STATE OF FLORIDA 6`�3 DATA: 10/06/17 BCA=: 1/4 )1=1' — 0" 8I1EET D 4 Planning & Development Services Department p Building & Regulations Division o e 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 Concrete tapcon anchor, 1J4", 6" max o/c spacing in top Swing door (+36 ) J (47 ) (+67 ) / ( 67 ) Therma-Tru Smooth Star FL5891.2-R5 N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon SH Window (+38) / (48) (+50) / (-50) Ply Gem Ply Gem 1500 FL16103.1-R8 Non Impact anchor. 6" max, from corners, 7 1/4" o/c at jamb, 10 1/4" @ head. 1 iJ4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. SH Window (Integral (+38) / (-48) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R5 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. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 16" @head / sill. 1 1/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon Picture Window (+38 ) / (48 ) ( +55 ) / ( 55 ) Ply Gem Ply Gem 1500 FL16104.2-R3 Non Impact anchor. 6" max. from corners, 8 1/2" o/c at jamb, 10 1/2" @ head / sill. 1 1/4" embedment. Five additional tapcons top and bottom required horitontally,two midspan vertically each side. Install per manufacturers recommended requirements. 1/4" concrete tapcon anther. 2 1/2" minimum edge Sliding Glass Door (+33) / (-41) (+25) / (-50) Ply Gem Builders Series FL14634.1-R2 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. 1J4" concrete tapcon anchor. 6" max o/c for comers. Vertical o/c 14" max. Top and bottom get a tapcon in center of opening. 1 1/4" embedment. Opaque slab with or Single door with sidelite. 1J4" concrete tapcon anchor. 3" without impact (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15037.1-R2 N/A max o/c for corners as well as each side of sidelite. sidelights (1 or 2) Tapcon needed at top and bottom middle of opening for door panel and sidelite. 14" vertical max o/c elsewhere. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque double door (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15225.5-R3 N/A bottom. Top and bottom centerline of each door slab et g without sidelights tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Double Garage Door (+29) / (-35) (+46) / (-42) Clopay 16.20 73 W6 FL16546,6 N/A Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" die. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-R9 shingle placed 6-1/8" above the butt edge, approx. 1" and 13" from each end and 1/2" above each cutout. Drive nails straight so that nail head is flush with, but not cutting into shingle surface. Miami -Dade approved corrosion resistant tin -caps and 12 Underlayment Interwrap Rhino U10/20 FL17801 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) Veriform Triple 4 FL17673.1 R-1 1/4" x 20 stainless steel or ELCO Paneirnate with minimum Hurricane Panels Hurricane Storm embedment @ 1 3/4" in concrete /masonry, 2 1J2" min. Less than 6' span (+47) / (-53) panel MFG. 24 GAGE FL16293-RI 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 3f4" in concrete /masonry, 2 1/2" min. span or more (+45) / (-50) panel MFG. 24 GAGE FL16293-RI 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-R1 ARCH I T E71- ) I op� A�ej ' Design YOU Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-7746078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 Ica W �o F A F A F; ti Isvaa=v. as Loz: CREEKSIDE LOT #135 PliOJBiCT# 04321.000 MOaEIe 4EAB "1672-ARIA" GARAGE i9'1►IN:i: RIGHT PAGE: PRODUCT APPROVALS 160 MPH EXP. C 10/06/17 NOTE: NOTE NOTE: IF ZIP 514EATI41NG SYSTEM 15 APPROVED BUILDING WRAP IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANE L 6" 6' ® VERTICAL LAPS (ROLL MANUFACTURERS MANUFACTURERS ENDS) a 6' • HORIZONTAL LAPS. WWRAP MATER gOVELRE W/ HOUSE INSTALLATION PROCEDURES ALL SEAMS NEED TO SE T__ LATH VERTICAL LAP TO BE 1" INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FORTIBER SHEATHINFLASHING TO EXTEND ONTO PIPE / I' OR LESS PIPE 6'xb' SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT i THICK, 3 COAT CEMENT PENETRATION I j \ pLAStER /FLASHING, (COMPATIBLE W/ HOUSE WRAP MATERIAL) OVER 4"x4" FLANGE OF CONTROL JOINTS t 6EI-rPLAS-ZING OVER APPROVED BE WIRED TIED TO LATH a 9" �. WRB LAYER w1, FORTIFIBER � �� I \ SELF -ADHERING MEMBRANE O.C. MAX (VERT.). NOTE: DO BUILDING PAPER HOUSE WRAP. nIN. LAP a ETFLASHING 70 EXTEN ONTO PI NOT FASTEN GONT�L JOINT TO WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH %" LEG MAY BE USED TO TEMP. FASTENED oT' (VERT.) O.G. MAX SECURE CONTROL JOINT AT SUPPORTS X X X = -- DURING INSTALLATION WRB LAYER 01, �— GUT AND OVERLAP ONE SIDE OF / FASTENERS TO BE SPACED STUCCO WRAP METAL LATH SELF -ADHERING MEMBRANE a T' O.C, MAX VERTICALLY I FLASHING STEP P *1 STEP "2 SELF AND ER�APMEMBE SIDE of WOOD SHEATHING FLASHING OR 1/16' TIP SHEATHING WRB LAYER 01, THICK, 3 COAT CEMENT I SYSTEM gINSTALLED PER STUCCO WRAP PLASTER STUCCO TW 5LLAAYERR M, MANUF S G5.) /METAL LATH 6' 1N PAPER LAP BELOW ONLY I {URB LAYER 02, FORM MEMBER WRB L 02, RTIF R �.' WRB LAYER 02, FORTIFIBER BUILDING PAPER HgpE BUILDING PAPER STUCCO WRAP j 5HI YER 4'x4' WRB LAYER 01, x6' LF- µERING MEMBRANE SE - HERING, MEMBRANE GAF MIN. I INSTALL FASTENERS (CLIPS, F SHING OVER APPROVED LATH SHALL NOT WOOD SHEATHING BE CONTINUOUS 6° ro a° ^ TO V OR 1/16' ZIP SHEATHING STRAPS, STAPLES) AS Rc'QUfi�p 70 SECURE I FLASHH WRAP.ING TO EXTEND ONTO PlfM PER PIPE/ WIRE TO FRAMING JOINTSS THRTHROUGHM OF SPECS.) CONTROL MI . MIN. SYSTEM (INSTALLED 4"x4" SELF -ADHERING MEMBRANE BUT SHALL \ '' ti'"'' =" w }' `"".. PPRO ESE STOPPED AND FLASHING OVER AVED / TIED AT EACH SIDE. PER ASTM C1063 PROVIDE 2X4 BLOCKING L4P, 41, OVER FPLA51EH O EXTEND ONTO PIPS L10.14 PLACED FLAT MAX. 6' TO 8 ALL LAP FROM CONTROL JOINT WHEN NOTE; CONTROL JOINT FALLS ON (_?)PAPER LAP' CONT. BEAD or SEALANT I. FASTENERS FOR LATH TO BE NAILS OR ti STRi1CtLLRAL STUD SCALE: 1 I/2 I -0 INSTALL APPROVED HOUSEWRAP AIR STAPLES IN COMPLIANCE W/ ASTM C1063 INFILTRATION BARRIER OVER 2. WIRE TIES TO BE (NO. 18) 0.04'T6' WIRE / SHEATHING 3. BLOCKING SHOWN MAY BE IN ADDITION, j TO WALL STUDS REQUIRED PER PLAN / \ ELASTOMERIC COATING OVER STUCCO/ G.V. FINISH (SEE TYP WALL SECTION) <.. + ,,: _ •:,:>f k ,:-:;, „,P x ,.je. VERTICAL LATH & PAPER DETAIL x WOOD STUDS •, SECTION PER FBC R703.6.1 "= Exterior lathinq and plastering NOTE: SHEATHING °; Exterior use of portland cement plaster OR 7/16' ZIP SHEATHNG SYSTEM SIDE LAPS OF METAL shall comply with the application (INSTALLED PER MANUF. SPECS.) PLASTER BASES SHALL requirements of ASTM C 926-12A. BE SECURED TO BUILDING NOTE: r " MIN. ++ ++ FRAMING MEMBERS. PAPER LAP IF ZIP SHEATHING SYSTEM IS Installation of exterior lathing and framing M TYPE CONTROL JOINT THEY SHALL RETIED shall comply with ASTMC1063-12A. INSTALLED, PLEASE SEE BETWEEN SUPPORTS "` MANUFACTURERS WITH 0.AT INT R ALS NOT stucco ' 4 LAP ° Af-rATH INSTALLATION PROCEDURES WIRE At INTERVALS NOt +i s LAP ®PAPER a MORE THAN S' (220-MM). AS PER ASTM C1063 OI. FOLD NWARD • PT. A ( J 1 I. FOLD NWARP • Pr. A ® 2. CEASE • PT. 19 ® ]K I C T O UT FOR REPAIR OFS TEARS HORIZONTAL LATH ) � N T A T 1 ��Nl T A `LIN WRB LAYERS, TEARS I �l I DETAIL MAY BE PATCHED & PAPER DETAIL W/I R USEMA WRAP O N.T.S. PER MANUF. SPEC.C. OR FoLo PEEL d STICK . 4ffi / � � 7/Ifb" ZIP SI-4EAT1-11NCx SYSTEM (INSTALLED PER MANUF. SPECS.) OR OL FOLD INWARD . ® LPOLO NIi . Pr. A WOOD SHEATHING 2. OIREASE • P?. D 7. f,.REASE • Pr.9 WRB LAYER #I, 3• CREME a M. G `' STUCCO WRAP 3. CREASE • Pi. G 4. FOLD Pr. C OVER FM 50tTOM FLANGE 6 ® ® THICK, 3 COAT CEMENT PLASTER METAL LATH LE G E N 1D_ ® FOLD ® ;�1, LAP WRF TAPE OVER D f RA I NAG FLAN (l"lJi�'t' 5 .,,• ROOF/WALL SCREED uArERA'r� #1, STUCCO 1.U1<'A�)) OLP, NOTE: eEAL FOLD, 02 -.. IF ZIP SHEAT1-41NG SYSTEM 15INSTALG� MANUFACTURERS LED, PLEASE 5EE z 5"X5" 11LII TYPE CONTINUOUS �,� �j �� «Ofi��iIIB1R — — — — — — GALV, METAL FLASHING MANUFACTURERSINSTALLATION PROCEDURES i' THICK 3 coAT cEMENT (NAIL TO ROOF DECK, NOT - PLASTER WALL 54-{EAT4-4INCx) UILD INCH FA EfR) WRS LAYER 02, FORTIFIBER BUILDINCsPAPER —CAP 51­41NGLE - DO NOT NAIL, METAL LATT 4 X X X X WRB LAYER M, INSTALL WITH ROOF CEMENT STUCCO WRAP LAP LAYERS OF BUILDING WRAW A WRB APPROX IN ABOVE +r� eHINGLEe T �' FOOOFNALL 6CED_ �I Z ROOF CEMENT ..2x. exs WALL rLA&AM a 8141NGLE ROOFING OR �/ � MZIP OOD SHEATHING 5'r5TEM KICK-OUTFLA614N6/9EE DETAIL) 4 j (INSTALLED PER MANUr. 5PEC5.) �\ Ip :. FO IP 51 AT44INCa SYSTEM 15 SELF-ADH Sf VE FLA5�IING — — — — — — INSTALLED, PLEASE SEE NOTE: MANUFACTURERS r ITAL �. AT4 4: LATT 4 TO 5E FEIR P5G FELT uNDERLAYMENT tlGWT INSTALLATION PROCEDURES \ �' SOLD R DO NNOOTT QAL Ur WO OR fi�Q�3.6.1 / A5fi1"I C-87-09, 1"IIN, 2.5 1�85. `p FLAS44N(b AT NeTALL KICKOVi 1 �,t\ I t fit\ DRIF E ROOFING �,ZO WALL CTWM of ROOF , � iR 5 G2. NTA iPD C U T I L I I N' O fR N Or -I I N A L DRIP EDGE. OVERLAP 3', 1 EXTEND 1/2' BELOW ' O.G. MAX 7 ! SNEAT4VMECHANICALLY FASCIA FAS'IEr( 414RAP S TT L A T� D O 5 NOT r' I E E T 5 F E C I� I C A T I ON 5 ! !FLA A R C H I T E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W 119 74 a U W 0 F 0. U W Q h A L~ h 7 UBDM 1!a LOT: CREEKSIDE LOT #135 PROJECT# 04321.000 MODEL: 4EAB "1672— ARIA" GARAGE SIVMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ool ARCHITECT: STATE OF FLORIDA DATA: 10/06/17 SCALE: 1 /4" =1'- 0' A R C H I T E C T S NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES INSTALL 6' SELF -ADHERING: MEMBRANE FLASHING OVER TOP, SIDES) AND BOTTOM FLANGES OF NON -MOVABLE FRAME OF THE EXHAUST. SEQUENCE OF FLASHING: TO BE: I. BOTTOM, 2. SIDES. 3. TOP VENT CAP IS TO BE SET IN BED OF SEALANT AT TOP AND SIDES ONLY. SEALANT IS TO BE TOOLED SO AS TO DEFLECT WATER AWAY FR INTS. E-Z BEAD ALL OUN VENt-APP E NT L JOINTS KITE ONS AP SE AOA7 PERIMETER OF BACKER ROD 5 N - FRAME AND STUCCO ON ALL IDES, Yd CAULKING 4v JOINT LL UND R FBC R703.6.1 Exterior lathing and plastering BACKER ROD Exterior use of portland cement plaster shall comply with the application I requirements of ASTM C 926-12A. X Installation of exterior lathing and framing x' shall comply with ASTM C 1063-12A. WRB LAYER 01, i', x STUCCO WRAP ; HOODED VENT X J' THICK, 3 COAT CEMENT PLASTER METAL LATH WRB LAYER 02, FORTIFIBER BUILDINGS PAPER WOOD SHEATHING 6 DRYER VENT (FRAME) plat -1/16' ZIP SNEATµING SYSTEM (INSTALLED PER MANUF. SPECS.) WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING PAPER WOOD GONSTUCTION , -" METAL H 8' CMU6V LI ASI AND C) HORIZONTAL WEEP SCREED W/STONE VENEER (FRAME TO BLOCK LEGEND DRAINAGE PLANE (WRB LAYER 01, 5TUCCO WRAF) WRRB LAYER *2 (PORTIF15ER - - - - - BUILD INCH PAPEi;P-) METAL LATH x—x—x—x STUCCO WOOD SIHEATHING i OR 1/16" ZIP SHEATHINGS SYSTEM (INSTALLED PER MANUF. SPECS,) SELF-ADHESIVE PLASHINr-z - — — — - NOTE: 1 iETAL LATH: LATH TO SE PER FBC R103.6.1 / ASTM C-541-09, MIN. 2.5 L55. PER 5a. YARD (UTILITY OR Nct%IINAL LATH DOES NOT t IEET 6f=EGIFIGATION5) BUILDING: PAPER OVER 'QUICK FLASH" PIPE THROUGH — WALL I 6" SELF ADHESIVE — FLASHING (INSTALL PER MANUF. SPECS-) BUILDINGS PAPER — UNDER "QUICK FLASH" ELEC. METEF VERIFY LO STUCCO FINISH 6" SELF ADHESIVE OVER TOP 4 SIDES SELF FLASHING UNIT PREMANUF. DRYER VENT CAP (SET IN CONT. SEALANT) SEALANT 6 TOP 4 SIDES T NOTE: IF ZIP SHEATHING SYSTEM 15 INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES A VENT PENETRATION SCALE: N.T.S. STUCCO SCRATCH COAT E 1 COAT OF PAINT W/BACK- ROLL PRIOR TO ELEC. METER INSTALLATION :C. METER FIELD 2IFY LOCATION 1100D CONSTRUCTION 1/16" ZIP SHEATHINGS SYSTEM (INSTALLED PER MANUF. SPECS.) OR WooD SHEATHING: WRB LAYER 01, STUCCO WRAP W� ORTIFIBER �U ER JVT'HICK, 3 COAT CEMENT PLASTER TO Ye" MID -WALL WEEP 5CREED —6" SELF-ADHESIVE FLASHING WOOD FRAMED WALL HORIZONTAL WEEP SCREED ( FRAME TO FRAME NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES 'LY STUCCO SCRATCH COAT AND ONE (1) LAYER OF PAINT PRIOR TO INSTALL INr-z ELEC. METER CAVITY TO BE FILLED WITH RIGID POLYMERIC ISOCYANOTE-POLY5LEND FOAM i r_e�� nt Ct11CC ") SIMILAR) APPLY A SILICON EASE SEALANT AT POINT THAT ELEC. WIRE PENETRATES :.O 5CRATCH COAT LARGER THAN THE ELEC. METER CAN OR METER CAN COMBO OR METER CAN AND DISCONNECT O ELECTRICAL CONDUIT PENETRATION CUT OPENINGS IN APPROVED HOU5EWRAP FOR BOX INSTALLATION WRB LAYER *I, STUCCO WRAP WOOD SHEATHING 1/16' ZIP SHEATHING: SYSTEM (INSTALLED PER MANUF. SPECS.) OR WOOD SHEATHING: Fj WRB LAYER NI, STUCCO WRAP WRB LAYER 02, FORTIFIBER BUILDING: PAPER I."': METAL LATH WOOD CONSTRUCTION 1/8' TEXTl1RED `a ��t�INISH a WOOD FAStkTI TO WOOD STRUCTURAL MEM13ER a i' O.G. MAX 8' Cr1u ; � icy' TO V MID -WALL I WEEP SCREED tg- 6" WIDE STRIP SELF ADHESIVE FLASHING, CLEAN MASONRY BEFORE APPLYING 71 HORIZONTAL WEEP SCREED (FRAME TO BLOCK) ST F '*1 APPROVED _ HOUSEWRAP BELOW CUT SUCH THAT NO MEMBRANE ENTERS BOX, APPLY TO FACE EDGE STF #3 APPLY E-Z BEAD e•oO•o•o ° OVER 60 MIN °•°•.O .o e• GSRADE "D" . o •o • FELT -PROVIDE o.9100 o SEALANT AT ALL o o JOINTS AND u •• INTERSECTIONS NOTE: IF ZIP SHEATHINGS SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES WRB LAYER "I, STUCCO WRAP CUT "X" INTO SELF -ADHERING MEMBRANE FLASHING APPLY SELF -ADHERINCS MEMBRANE FLASHING OVER BOX AND OVER APPROVED WRB LAYER +M APPLY (00 MIN - GRADE "D" FELT OVER SELF -ADHERING FLASHING OVER APROVED HOUSEWRAP 8" WRB LAYER °I, STUCCO WRAP SELF-ADHERINCS MEMBRANE FLASHING: WRB LAYER 02, FORTIFIBER BUILDINGS PAPER STEP' '* STEM #E5 &TEF (� ELECTRICAL RECEPTACLE ELASTOMERIC COATINGS OVER STUCCO/ C.V. FINISH (SEE TYPICAL WALL SECTION) METAL LATH ,sign Up Inc. 1TT11Y. 1\V I•IILV 1\LI"\V lll• Y LONGWOOD, FL 32750 PH: 407-77"078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w U w 0 0. a W a F A ti ARCHITECT: STATE OF FLORIDA OCT 2 K i j)pTE; 10/06/17 3CALM: 1/4"=1'-0' 13HEET EXT. WOOD FRAMED COLUMN SI IEAtI�INCs WOOD SHEATHING WALL WRB LAYER "I, SUB -FLOOR DECKING - .WEATHER RESISTIVE STUCCO WRAP BARRIER "I WRB LAYER "2, FORRIFI$ER 3" X 3' 26 GA. GALV. WEATHER RESISTIVE WOOD FINISH LAYER l2 LAYER BUILDING PAPER PRE-ENG'D TRUSS METAL DRIP EDGE BARRIER "2 CONSTRUCTION PEEL 4 STICK) SET IN FULL BED OF 3/a' HAT CHANNEL 'To THICK, 3 GOA CEMENT WEATHER RESISTIVE 6" PEEL 4 SEALANT,X2" MIN. - 6" SAP. \ LUA/e' TYPE 'X' DRYWALL PLASTER BARRIER "I St(GK a DRIP SPACE FROM DRIP % PEEL t STICK 6' SAF. P P SCREED WEATHER RESISTIVE FACE t0 RREX TO S T ING P WEEP SCREED BARRIER 02 EDGE TO I FULLY 'L' FLASHING ' THICK, 3 COAT CEMENT) V RIBS DECK FULLY EMBEDDED �e O51 IN f � IN ROOF CEMENT WOOD SHEATHING PLASTER S I )J' X 3' 26 GA. GALV. r \ METAL LATH Ya" GAP FOR BACKER Ya" GAP FOR BACKER METAL DRIP EDGE WRB LAYER 01, ' \ � \ WOOD SPEAtI(NG I � XI 3/a P.t. OR SIMULATED ROD 4 SEALANT SET IN FULL BED OF 5RUGG0 WRAP ROD 4 SEALANT WOOD ItREX) FILLER, SEALANT, i4" MIN. " THICK, 3 GOAT CEMENT r ` VINYL CASING $EAD SPACE FROM DRIP PLASTER CONTINUOUS t FACE TO TREX WEATHER RESISTIVE AP'166-WFWC-'180 GUSTO 51BEAD_" �� 6 SELF-ADHEREING WATER PROOFING Ist WEA R SISTIVE VINYL CASING MAD ' BARRIER 01 FLASHING WRAPPED LAYER (2 LAYER PEEL <` I R "I EXTERIOR GRADE X' • TOP OF WEEP SCREED STICK) WRAPPED FROM RESISTIVE TO SHEATHING BELOW ca�orxePW1Ec ARTIE 02 SIStIVE SAYER (2 LAYER IPEEL ='� XT I COLUMN DRY WALL IE w1 r, L BALCONY DECK TO ` ' \ CANTILEVER ^^�FM�* *� WR$ LAYER 01, THICK 3 COAT CEMENT 4 STICK) AMAWwMCLAFQ r N SHEATHING ' 4° POSITIVE DRAIN X: \ STUCCO WRAP PLASTER 6" PEEL 4 STICK O q I WEEP SCREED VINYL CORNER BEAD 1 E MEMBRANE, i � � � , ,� n{ :• i , � DRIP EDGE TO DECK 6 S.A.F. NO GAP IN FIELD VINYL CASING $EAD SUB FLOOR EDGE D OVER DRIP PEEL t STIC �1 I LUiB LAYER +'2, FORTIFIBER i X2"x3' "L" FLASHING BUILDING PAPER (SHOWN FOR CLARIFICATION CF ®® 1i FULLY EMBEDDED IN 3 X 3 26 GA. GALV. SUB FLOOR - ROOF DEMENT ----- --- --- i SEPARATE ACCESSORIES ONLY) - �— P F b' SELF-ADHEREING i .. N FDULL BED OF I ` X 3" 26 GA. GALV. � � 1 i�'Xl 3/a' .R. SI ATE D � SEALANT V MIN. ............... .... .. r FLASHING WRAPPED l REX ILL R, METAL DRIP EDGE WRB LAYER W R'M, I a CORNER OF CANTILEVER ' SPACE FROM DRIP SET IN FULL BED OF STUCCO WRAP w ON N S i � , XI .T. OR SIMULATED ' 4' P051RIVE DRAIN FACE TO tRG OD TREX) FILLER, SEALANT, J4 MIN. AMICO AM66-WFWG-i80 `. " �- SPACE FROM DRIP � WEEP SCREED FOR BACKER VINYL C SING BEAD NRINUOUS CUSTOM CASING BEAD p 4 SEALANT WATER PROOFING let ya" GAP FOR 5EALANt ./PACE TO VINYL CASING BEAD -_-_ _ FI SH LAYER (2 LAYER LAYER l2 LAYER PEEL t OPT. BACKER ROD. D PEEL 4 STICK) STICK) WRAPPED FROM WATER PROOFING ISt CANT 1 ]LE ZTE R 1 3/4 RESILIENT BALCONY DECKTO MODIFIED 90 LAYER (2 LAYER PEEL 4 NO GAP IN FIELD HAT CHANNEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE; 10 7 /� VINYL CASING BEAD a" THICK, 3 COAT CEMENT HAT CHANNEL BALCONY DECK TO SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING SYSTEM IS E D E PLASTER VINYL CASING $EAD I ICANTILEVER CASING BEAD INSTALLED, PLEASE SEE METAL LATH tl-41CK, 3 GOAT CEMENT DTL. C� CANT. MANUFACTURERS 5/8' TYPE "x" DRYWALL WOOD SHEATHING PLASTER 10 A INSTALLATION PROCEDURES �{ W/TEXtURED 4 PAINTED WEARIER RESISTIVE 6/8" TYPE "X° DRYWALL METAL LATH II ) II I BARRIER "I SCALE: I I/2'=I'-0' FINISI WEATHER RESISTIVE W/1EXTURED t PAINTED WOOD SHEATHING J" THICK, 3 COAT CEMENT BARRIER M2 FINISH PLASTER 4" POSITIVE DRAIN J" THICK, 3 GOAT CEMENT 4' POSITIVE DRAIN NOT : DRAINAGE FLANS (WRB VINYL CORNER BEAD WE �S�P7 PLASTER NO GWEEP SCRE AP N FIELDED #1, S�I�GGO I.URP) VINYL CASING BEAD NO GAP IN FIELD VINYL CORNER BEAD (SHOWN FOR CLARIFICATION OF 1"I�T,4L LATH: LATE TO 5E PEiR W PBG (SPAWN FOR CLARIFICATION OF VINYL CASING BEAD SEPARATE ACCESSORIES ONLY III t� R103.6.1 / ASTM G ®S,4T - 0e, 1" fi 1N. 2.5 L55. RB Lr4YER 1*2 (FOIRr IF IBER ...... — _ SEPARATE ACCESSORIES ONLY) E'ER 5a, *IrARD (UTUT%T' OR N01" 11NAL 5UILDING FAFER) BALCONY DRIP BALCONY DRIP LATE DOE5 NOT 1"1 ET 5F' G1F1C;ATION5) METAL LATE x x x x 11A EDGE INSTALLATION 11C EDGE INSTALLATION C COLUMN (W/" L" FLASHING) SCALE: NT5 NOTE: WOOD TION STI,IGGO WOOD SHEATHING NOTE: IF ZIP SPEATPIING SY IS (IINNSiALI.SD ftRMA ®6MCS.) IF ZIP SHEATHING SYSTEM IS INSTALLED, P EASE INSTALLED, PLEASE SEE MANUFACTURE MANUFACTURERS tI R IstivE 2x 1=RAMINCz MEMBER WRi3 LAYER *I' I RS INSRALLATIO PROLE RES f LUOOD S�i.4T INCx %�' �� , /� , STUCCO WRAP -;1 INSTALLATION PROCEDURES 3/4 RESILIENT HER RESISTIVE �" 3 COAT CEMENT WOOD SHEATHINCx HAT CHANNEL $AIORIER "2 THICK, 5OLI==4D511/ FLr45lINC VINYL CASING $EAD — — — — PLASTER WRB LAYER 02, FORTIFIBER > 01 ,i" THICK, 3 COAT CEMENT BUILDING PAPER PLASTER 2 1/2" CORNER BEAD> iz C WRB LAYER 01, 5/9" TYPE 'x" �LL METAL LATH FASTENED TO SHEATHING METAL LATH � STUCGG7 WRAP X�X� _ -6 It' O.G. MAX. W!I EXtU PAI n�r�p SH 4THfNG _ �F x WRB LAYER '"1 1=0RT11=1BER FINI as 7 ZIP tug ersren THICK, 3 COAT CEMENT crtaetav rraw�. ecs� 7 ' C2) 2x12 1 FADER N PLASTER I BUILDINGS PAPER HI At CEMENT I, i WRB LAYER 01,"S F-ADH INCx'� ' 4" P SITIVE DRAIN EL ER , METAL LATH VINYL CORNER $EAD WEEpa SCREED STUCCO WRAP FLASHING 1 LLnL BEAD NO GAP IN FIELD X' WOOD SI-4EATHING ( I VINYL CASING �~ (EXPLODED $ THICK, 3 COAT CEMENT (SHOWN ES FOR CLARIFICATION OF ' VIEW FOR PLAST SEPARATE AGCE55ORIES ONLY) '' CLARITY) METAL LATH DRIP GAP -� Nt Lv 11 D DRIP EDGE WRB LAYER *2, FORTIF15ER INSTALLATION BUILDING PAPER WINDOW FLANGE — NOTE: j� WRBB L YER 01, ' IF ZIP SHE HINDS S E, 1 15 WOOD CONSTRUCITON CORNER BEAD � E R AM E STUCG W I'm INSTALLED, PLEASE SEE MANUFACTURERS 2 1 /2 INSTALLATION PRO E URES WEATHER RESISTIVE�= BARRIER "I , CORNER BEAD YE , FORTIFIBER WEATHER RESISTIVE (1=ASTENER 4 5PACING rt" O.GJ OrNG PAPER x BARRIER "2 , I ETAL LATH VINYL CASING BEAD 1 1 �' tIIGk, 3 COAT CEMENT � PLASTER THICK, 3 COAT CEMENT , 5/0, TYPE "X' DRYWALL METAL LATH PLASTER W/TEXTURED 4 PAINTED FINISH �u �..�ISG SYSTEM �o "SELi=-ADP-IERINCz \ f �r i�L�'90p� A' Yf VIF ' sPEcS.� THICK, 3 COAT CEMENT I�DEIw1ANUF. CMU FLASHING , PLASTER VINYL CORNER BEAD VI✓NY �• 4' TRICK, 3 COAT CEMENT DRIP GAP oP SfTIVE DRAIN PLASTER APPLIED _ ' WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD l' GAP IN FIELP_ (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) 14B CORNER BEAD k0E_�Y\ BLOCK 15B CASING BEAD @ WINDOW @DRIP EDGE INSTALLATION ]FRAME, NO BAND A R C H I T E C T S pDesiPn 10U Inc. d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W h w 0 F y A F q ti now BLJHDIV. & LOT: CREEKSIDE LOT #135 PROJECT# 04321.000 MODEL: 4EAB "1672- ARIA" GARAGE 817f DIG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 12 10 /06 /17 SCALE: 1/4"=l'-0" 1 NOTE: --- -------------------------•------------------ IF ZIP EEAt+-IfNCs SYSTEM IS y4 SAP TYP ° t�IICiG, 3 GOAT CEMENT ------------------------------------- �' 4••4(CK 3 COAT CEMENT WOOp SHEATHING INSTALLED, PLEASE SSE T CASING BEAD P R S MANUFACTURERS TO TRIM TAL ATH /% SEALANT PLASTER INSTALLATION PROCEDURES IX TRIM MEMBER \\ WRB LAYER #I, a STUCCO TO � ! METAL LATH STUCCO WRAP SIDING TRANSITION I UIL LATER *2, F RTIFIBER If ., WOOD SHEATHING ` SIDING WRB LAYER 02, FORTIFIBER / � WOOD SHEATHING BUILDING PAPER WRB LATER 01, , .... m .« �.N. STUCCO WRAP I WINDOW FRAME METAL LATH �;; .. - � � !, ....... ...... WRB LAYER *2, FORTIFIBER WRB L YE BUILDING PAPER " THICK, 3 COAT CEMENT X WRB LAYER #2, 1=0R�(1=f8ER WRB LAYER 01, % I PLASTER ' BUILDING PAPER st c W STUCCO WRAP I \ - BEAD VINYL CASING (o°SELF-ADHERING ~` METAL LATH — CASING BEAD I ...... ., ,,, ........... CW/3/8" FLEXIBLE PVC BACKER ROD) FLASHING - " .. +:o' SELF-ADHEREING VINYL ANGLED THI 3 COAT CEMENT FLASHING OR PEEL 4 STICK CASING BEAD 1 VIEW FOR P E SIDING- T O STUCCO STUCCO WRAP, CLARITY) ; WRB LAYER *1, ' WRAPPED AROUND FRAMING BEAD CASING � I MEMBER DRIP CAP 1 (CROSS SECTION) 6" SELF ADHESIVE FLASHING WI WOOD SHEATHING I WINDOW FLANGE WRB LAVE I, - S UccO WRA ; 2X FRAMING % , NY ANGLED WOOD CONSTRucTION �,� MEMBER DETAIL BELOW EXPLODED 0 G ING BEAD WOOD SHEATI-(ING / _ FOR CLARITY WRB LAYER 02, FORTIFIBFR ' ' ` BARRIERR RESISTIVE l BUILDING PAPER , { ARRIERRESISTIVE / I / `------------------------------------ - METAL LATH I j� I" x iYa" LAP SIDING 6" SELfi-ADHERING--------------------------------------- — " THICK, 3 COAT CEMENT ------------- / FLASHING DHERING / FLASHING r. yq" �AP TYP �n `'`•` PLASTER I WEATHER RESISTIVE 8 TI-41CIG, 3 COAT CEMENT / SArER MGASINCs BEAD PLASTER (o °SELF-APHERING`\ .� .) ; STARTER STRIP \ BARRIER RESISTIVE ' FLASHING Do NOT c K a I I \ SEALANT TO UJIi�DOUJ METAL LATH �j 6" SELF -ADHERING �1 A O NING If` / FLASHING DRIP GAf�' ® GALV' AL— �AL�'D METAL `�.� './ Z' FLA I Z FLASHING I LA ER *2, FORTIFIBER4 j DO NOT CAULK OR UIL G PAPER -'11 T Mu� � `\ SEAL OPENING I WINDOW FRAME WINDOW FLANGE ST CAS - `\ OOD SHEATHING BE D � e / \ � CASING BEAD � WINDOW / I Y' X 6' SIMULATED Ill D TRIM MEMBER (FRAME15C, W/BA�NTD) \� � L GAPAPPRWIn ANT..ATa \ �' ,�, STUCCO CASING BEAD SIDING TO STUCCO WRB LAYER1, NOTE- C5) BLOCK TO FRAME STUCCO WRAP IF ZIP SHEATHING SYSTEM IS TRANSITION WOOD SHEATHING INSTALLED, PLEASE SEE 19 i 6" WIDE PEEL 4 STICK MANUFACTURERS OVER FLANGE PROCEDURES WINDOW FLANGE METAL LATH NOTE: METAL LATH: LATH TO BE PER 1=15G E-Z BEAD VINYL CASING I 2X FRAMING (W/3/$" FLEXIBLE PVC BACKER ROD) I WRB LAYER 111, R703.6.1 / ASTt I C-84-1-09, MIN. 2.5 LBS. MEMBER STUCCO WRAP 1,000D Sd��IINC PER SQ. YARD (UTILITY OR NOMINAL \ APPLY FULL BED OF SEALANT BETWEEN LATH DOES NOT MEET SPECIFICATIONS) BUILDING FLANGE E BUILDING WRAP WRB LAYER 1*2, FORTIP15ER WRAP BUILDING PAPER >1. WOOD CONSTRucTION ING----------------- - ------------------------------------------------------------------ U J f R5 L A� r E R 11 BEYOND 6' SELF -ADHERING g" THICK, 3 COAT CEMENT 'f I ` IIJWOOD SHEATHING I FLASHING J' TUGCO UfRAf= WEATHER RESISTIVE PLASTER / ! BARRIER "1 ./ WEATHER RESISTIVE 13ARRIER'M TO LAP �g,T i WEATHER RESISTIVE / 6' ABOVE TOP Ez BEAD V G I N D O W CASING —X UJIR5 LA IR �/ F0fRTl�If5EfR Xx1'v AAPSIDING //// I/ i \� T ASHING �J�( �/t/ / WE R RESISTIVE 16A VINYL ANGLED i E3U ILD INCH P,4PfiR FLASHING DHERING z , :K IER ~I CASING BEAD / \ \ / SARRIER�SISTIVE 1„IETAL LATE \ STARTER STRIP VINYL CA51NG BEAD , I / GAI.V'D METAL \ DO NOT CAULK OR I I �/ M °� ,, 'Z" FLASHING �f n I I CK 3 COAT G I I N I SAL OPENING \ 00 OEAL T C OR (EXPLODED g FLASHING J� G VIEW FOR I=1�AeTEfR GALV'D METAL LEGEND '2' WEATHER RESISTIVE BARRIER'M TO LAP CLARITY) I Y' X Co' SIMULATED —'� 6" MIN. ABOVE TOP WOOD TRIM MEMBER OP Z PLASHING VIN I IY' x 6' SIMULATED DRAINAGE PLANE (WRB SAC FLEXIBLE \ / i WOOD TRIM MEMBER LAYER #I, STUCCO WRAP) BACKER ROD) \ / 6ELfi-ADHERING 6' SELF -ADHERING I I , I FLASHING fijLASHI 3 COAT \\, ' SEAL GAP W/CAULKING WRB LAYER *2 (FORTIF15ER CEMENT PLASTER �\ OR APPROVED SEALANT BUILDING PAPER) — — WEATHER RESISTIVE WEATHER RESISTIVE CA SING BEAD � RAISED 5A�01IER BARRIER Of METAL LATH x-x-x-x WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER 02 11114' FLEXIBLE PVC MACKER ROD) 1Y�j /� BAND (FIT AME) SIDING TO STUCCO u.JEATHERRE98TIVE / STUCCO 0 II A C BARRIER "2 FRAME TO FRAME WOOD SHEATHING KI SCALE: 1 1/2"=1'-sa" TRANSITION OR 7/16" ZIP SHEATHING SYSTEM 1 g (INSTALLED PER MANUF. SPECS.) SELF-ADHESIVE r-LASHING — — — — H I T E C T S .1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrou p.com AA #: 0003325 w w ti. 0 a U w q F UBDIV. da LOT: CREEKSIDE LOT #135 PROJECT# 04321.000 MODEL: 4EAB "1672- ARIA" GARAGE J9VMG: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 2 DATSL 10/06/17 DCALE: 1 /4" =1' — 0' SHEET CUT-iOtSEWZ AT 45' ANGLE MC=1ED '�' C:lt IN-Cl.8ELLF2.4P LINE OF I OPENING APPROVED WOUSEWRAP OVER & EATHWVG OVER LLD STUD WALL STEP 1 INSTALL 6 SELF-0604 FLASHING NAILING FL JAMBS EXTEND K I' 5ELOW E FLEXIBLE DO NOT & FIN ME IPORARILY FOLD -UP i SEC HOUSELLR2AP (O TUCK FLAP UND at HEAD FOLD POUSEU IN AT JAMBS 4 SLOPE SILL R. ALIGN FLASHING W/ INT. EDGE OF BILL R.O. MECHANICALLY FASTEN FANNED EDGE$.(CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TI, FLASHING AT THE FOLD DOWN DIASC ACRO WINDC 'PLY 46' NOM.— )NTINUOUB SEAD SEALANT AT MBB AND HEAD a 'PLY TO BACK OF CCLU NAILING 4NGE IN LINE W r=-PUNCHED ALES OR SLOTS. TIDE ADHESIVE EXIBLE FLASHINL VER DRIP GAP 'ECTO-W1RAP EQUI V) WINDOW FLASHING INSTALLATION DETAILS (C2) (FULL WR 5GALE: NT5 NOTE IF Lf 5�4ATE f N &* >eT le f eTAL L , FO 5 IN: PL Ar Me WR IN Y Nsm VG MT T IS THE CONTACTORS RESPONSIBILTY TO VERIFT THE COMPATIBILITY OP ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CCN sTRUGTioN. INSTALL ALL MA1ERIAI-8 PER MMIUFACTURI=RS WRITTEN SPECIFICATIONS %WNG; SEALANTS MAY REACT ADVERSELY IF NOT N AND SEAL JAMBS TO SILL JOINTS WITH 1199 FOLLOWING COMPLETION or- RIOR RETROFIT WORK NOTE: PAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANT A R C H I T E C T S Design YOU Inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y W ti W �o F U W p F A F ti BMW & LOT: CREEKSIDE LOT #135 PROJECT# 04321.000 MODEI,a 4EAB "1672-JH " GARAGE RIG PAGE: WA ASSEM DETA WINDOW F t60 MPH ARCHITECT STATE OF FLORIDA r avaa� a DATE; 10/06/17 3CALM: 1 /4" =11-0 " L,_ J 2x& SUB-BANb W/1 "x4" NOTCI-I a END, WRAPPED IN PEEL E STICK DRIP EDGE 7/5' TEXTURED FINISH 6 WOOD %' TEXTURED FINISH Q GMU METAL F,1 I\ {\ I\ I\ I \ I \ 2X6 SUB I \ \ METAL FASCIA \ O WRAP Ys" FROM \ STUCCO, 1' FROM \\ WOOD WALL i EXTERIOR WALL \ (FRAME OR GMU) \\ NOTE, NOTCH FOR 2X& N, SUS BAND ONLY � ELE�/�4filON i \ ROOF KICK OUT REMOVED \\ FOR CLARITY \ ROOF DECK (BEYOND) \ DRIP EDGE, 1" OFF WALL NOT INTO STUCCO) - �s" 3-GOAT PLASTER i -- -BAND W/1"x4" NOTCH a 2X6 SUB END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL 1/8, TEXTURED FINISH o WOOD METAL LATH WOOD SHEATHING WRB LAYER 01, STUCCO WRAF' WR5 LAYER 02, FORTIFIBER BUILDING PAPER ROOFING CEMENT DRIP I=_0G= METAL KICK OUT NOTE: IF ZIP SHEATHING SYSTEM IS INSTALLED, PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURES PRE-ENG'D TRUSS TO BE CUT 6 WALL LINE TO AVOID CONTACT W/TEXTURED FINISH 2 "x4"x4' _0ll SCABBED TO TRUSS W/126 NAILS 6"-8" O.C. MAX. 2x SUB -BAND W/lY"x4" NOTCH a END METAL FASCIA WRAP DRIP EDGE EXTERIOR WALL (FRAM3= OR CMU) I SUB BAND DETAIL @ WALL SUB BAND DETAIL Cap WALL W/KIC K—OUT 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/lY"x4" NOTCH w END, WRAPPED IN PEEL 4 STICK ROOF CEMENT ROOF EDGE OMITTED FOR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL OFF SET OF COMPONENTS) METAL PLASHING, WRAPPED MIN.4" A50VE BOTTOM OF DRIP EDGE 2x SUB -BAND W/ly"x4" NOTCH a END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT a ROOF EDGE OMITTED FOR CLARITY A R C H I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 Ia w 0 U w a h q x mulmrv. ae LOT: CREEKSIDE LOT #135 PROJECT# 04321.000 MODEL 4EAB "1672-ARIA" GARAGE 811'xNG: RIGHT PAGE: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCHITECT. STATE OF FLORIDA ffCT ROLAND A ABOUCHACRA 14*4 AR NO 93723 aATff- 10/06/177 SCAXM: 1/4 pp=1' - 0,1 rill I'- I