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Home My WebLink Aboutginnytiff5042-01v STATE OF FLORIDA CERTIFIED BUILDING � .. ��i C A_d_�.'j �ate. r-,J � 1430 CULVER DRIVE Nl;, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 SIGN CRITERIA: CONTRACTOR: *FLORIDA BDING CODE, RESIDENTIAL, 5TH EDITII(2014) Is ALL LOCAIID 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: JAMES J. CANTWELL AR NO. 12079 A.B. DESIGN GROUP, INC. 1441 NORTH RONALD REAGAN BLVD LONGWOOD, FLORIDA 32750 Tel: (407) 774-6078 Fax: (407) 774-4078 PLAN REVIEW DATE CHECKED BY: 07/08/15 J.M.—FBCR 2014 CODE UPDATE *OCCUPANCY •CONSTRUCTTYPE • MIN. INTERFINISH • BASIC WINIEED •EXPOSURE *I —STORY PENCE • 2—STORY )ENCE — RESIDENTIAL, GROUP R3 — VB — CLASS B — Vult=160 MPH Vasd=124 MPH —C — MAX. HEIGHT AS PER LOCAL AND STATE CODES SQ.FT. CALC.'S I ---------- AGE o Sa FT. so SQ. 2442 w • ,i- w ABBREVIATIONS ABV. ABOVE LAY. LAVATORY A/C AIR CONDITIONING LUM. LUMINOUS ADJ. ADJUSTABLE M.C. MEDICINE CABINET ALT. ALTERNATE Mm MANUFACTURER AMP. AMPERAGE MIN. MINI M BD. BOARD MTD. 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 THE PLT. PLATE D. DRYER PLYWD. PLYWOOD DBL, DOUBLE PR. PAIR D.G. DUAL GLAZED P.T. PRESSURE TREATED DIA. DIAMETER R. RIM DIM. DDMSION 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 EL EACH SHT. SHEET ELEV.A. ELEVATION SHTHG. SHEATHING EQ. EQUAL am. SHOWER EXH. EXHAUST S'DI. SIMILAR EXT. EXTERIOR SL. SLIDING F.G./FX . FIXED GLASS SL GL. SLIDING GLASS F.G. FUEL GAS STD. STANDARD FIN. FINISH SWS SHEAR WALL FIR. FLOOR SECTION FLUOR. FLUORESCENT SC SOLID CORE FR. DR. FRENCH DOOR TEMP. TEMPERED GLASS FTG. FOOTING THK. 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 TYP. TYPICAL INTERRUPTER U.N.O. UNLESS NOTED GL GLASS OTHERWISE GYP. BD. GYPSUM BOARD V.P. VAPOR PROOF H9. HOSE BIB W. WASHER H.C. HOLLOW CORE W/ WITH HDR. HEADER WD. WOOD HGT, OR HT HEIGHT WDW. WINDOW INSUL. INSULATION Wm WATER HEATER INT. INTERIOR W.L WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION / 7111 ST. LL'CTF COL"N'rY Pilo . 4 nn,,,zTnivt RFYIF.W'EDI<OR LL4%CZ REYI :wt DATE PLANS A Y► RA4TT4U BEja P% EYIV JilIT OR NO JNS!VtC I10N WfrLL BE Yi"L,, Muff CONCEALED FASTENERS ORATTACHMENTS ARE THE RESAONSIB1LITy0FIHE CONTRACTOR OFRECORO -. SU6JEC, """L PROPOSED WORK CAM•:EOUIRED G'- MELD NSPEC70RSOTHA7 P E NECE �:SARV'N ORDER ro LV WIri d ,ALL APPLICABLE CODES. �NIIFACTURES3LE38NYCCM� NGM71h P RN("ALL o0ORSMUST U"L INr,pE AND vMNDED INDEX OF DRAWINGS DESCRIPTION PG Cl—COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG IA —DOWEL PLAN PG 1B—LINTEL SCHEDULE PG 1B.1—SAFE LOADS PG 2 —FLOOR PLAN PG 3D—ELEVATIONS PG 3D.1—WALL ASSEMBLY PG 4D—FRAMING PLAN PG 4.1—CONNECTOR SCHEDULE PG 5—ELECTRICAL PLAN PG 6—HVAC PLAN PG D1—FOUNDATION DETAILS/SECTIONS PG D2-1—STORY WALL SECTIONS & NOTES PG D3-2—STORY WALL SECTIONS PG D3.1-2—STORY WALL SECTIONS PG D4—MISC. DETAILS PG D5—PRODUCT APPROVALS PG WAI—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS PG WA4—WALL ASSEMBLY DETAILS PG WA5—WALL ASSEMBLY DETAILS PG WA6—WALL ASSEMBLY DETAILS A R C H IT EC T S 1 N. RONALD REAGAN BL.VD, LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 _. CLOTREEKSIDE i I)3/29/17 AC :1/4"=1'-0'> c GENERAL NOTES 1 ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10, 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED(WHERE APPLICABLE) E. APA - THE ENGINEERED WOOD ASSOCIATION . 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS; I. ENGINEERED WOOD CONSTRUCTION GUIDE A. FLOOR LIVE LOADS R3015 (PSF) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. F. AMERIC.AN WOOD PRESERVERS ASSOCIATION STANDARDS I. SLEEPING ROOMS 30 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.) MACHINE GRADED LUMBER II. ATTICS W/ STORAGE 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS. STRUCTURAL LUMBER SHALL CONSIST OF BUT NO UNO. Fb =1 100 PSI Fv =175 PSI E 2 (MIN,) PSI III. ATTICS OMS STORAGE 10 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY T T LIMITED TO; RAFTERS, VERTICAL STRONGBAGKS, LEDGERS, BEAMS IV. POOLROOMS 75 HEADERS, AND POSTS. V. BALCONIES AND DECKS 40 OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING HEADERS, VI. STAIRS 40 JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2 OR BETTE VII. ALL OTHER ROOMS 40 OTHERWISE), ) R (UNLESS NOTED 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. 4. ALL LUMBER EXPOSED TO WEATHER, OR AGAINST SOIL B. FLOOR DEAD LOADS R301 4 15 (PSF) CONCRETE , CONCRETE OR MASONRY MUST BE PRESSURE TREATED. C. ROOF LIVE LOADS R3016 ** 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. I. **MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, 11. ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN TACT D. ROOF DEAD LOAD (PSF) ACI 318 6. CON WITH WOOD. I. FIBERGLASS SHINGLES 17 (TCDL 7 & BCDL 10) 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE 7. NOTCHING OR CUTTING OFF Ii. CONCRETE TILES 25 (TCDL 15 & BCDL 10) STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. RAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR 5TH EDITION (2014). E. WIND LOAD CRITERIA 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE'/.". 8 FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7116" OSB EXPOSURE-1 OR 112" CDX PLYWOOD I. BASIC WIND SPEED VOLT=160 MPH. VASD=124 MPH PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD II. EXPOSURE CATEGORY 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. SHEATHING. III. WIND DIRECTIONALITY FACTOR (KD) 085 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD, 5/8" CDX SHEATHING S D SHEATHING. IV. INTERNAL PRESSURE COEFFICIENT (GCPI) 5. BRACE FOUNDATION WALLS, RETAINING WALLS. DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER HALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS ENCLOSED BUILDINGS ±0.18 UNTIL PERMANENT RESTRAINTS ARE INSTALLED. NTER AT ALL UNBLOCKED A ES MINI F PLYWOOD SHEATHING. V. RISK CATEGORY II 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED '/" 10. FLOOR SHEATHING SHALL BE APA RATED'/." SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS; ALL EXTERIOR BUILDING 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS- 11WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED, ON GROUND WHERE INDICATED ON OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION DRAWINGS. SEAMS LAPPED 6INCHES AND SEALED WITH ADHESIVE TAPE. OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND . WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION P301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. EDITION (2014). 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT SQ. 3. DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRA(=TOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK I. MASONRY CONSTRUCTION SHALL BE DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH 2x STRUCTURAL LUMBER SYP #2. PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. PROVISIONS OF TMS 402 / ACI 530 / ASCE 5. H THE PROVISIONS OF SECTION 6C6 OR WITH 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE R EQUAL AND, IN ACCORDANCE WITH ASTM C9011b, STANDARD REVIEW. ALL CALCULATIONS ILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF PSI. CONSTRUCTION. OF THE PROPOSED WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. ONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF Pm = 1500 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, 3. OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS Q OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCEyNITH THE DRAWINGS OR THE REQUIRED CODES. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARDACCORDANCE WITH ANSI A58.1-1982. F HIGHER OR LOWER ROOFS IN 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS SPECIFICATIONS FOR MORTAR FOR MASONRY. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINI SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION UNTIL VARY BUT IT SHALL NOT BE LESS THAN'/< INCH AND NOT MORE THAN THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE CONNECTED WOOD TRUSS CONSTRUCTION. LOADS IN APPENDIX B OF INTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO U240. PERMANENT MEMBERS ARE COMPLETELY INSTALLED. AN'/ INCH, REFER TO FBCR 5TH EDITION (2014), SECTION R607.2.1 E LOAD DEFLECTIONS FOR MORTAR JOINT THICKNESS TOLERANCES. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL SIMILAR CONDITIONS. 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA PAINTED WITH A CORROSION RESISTANT POLYMER PAINT. EATER LUMBER SHALL BE GALVANIZED OR 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FROM THE ARCHITECT/ENGINEER. ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION R609.1.2.OF THE FBCR 5TH EDITION (2014). 18. ALL SHEET METAL FRAMING CONNECTORS SHOWN ON THE PLANS SHALL BE "SIMPSON"STRONG-TIE BY SIMPSON CO., OR EQUAL. UNLESS 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC UNLESS SPECIFICALLY DETAILED 7. FILL CMU CELLS SOLID WITH NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAIL GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORS AND/OR VERTICAL REINFORCING. MANUFACTURER IN THE LATEST CATALOG. S AS RECOMMENDED BY THE 0. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF FBCR R311.3.1. 8. MASONRY WALLS SHALL BE L AID IN A RUNNING BOND HORIZONTAL JOINT REINFORCEMENTS TO BE INSTALLED INRTHEOBED JOINTS C PACED AT 16" ONK BOND PATTERN ICENOTER (MAX)E USED 9 GA. LADDER TYPE PLUMBING 19. TSTPPING SHALL BE PROVIDED IN ACCORDANCE WITH SECTION R302.12. OF THE FBCR 5TH E 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALL BE 24INCHES PER FBCR310.1.2.DITION (2014). 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20 INCHES PER FBCR310.1.3. REINFORCING STEEL 1 SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. 1. ALL CONCRETE AND MASONF�Y STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 2 WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. REINFORCED CONCRETE STRUCTURES; ACI 315: THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 3. CONDENSATION LINES SHALL BE MINIMUM TR PVC (SCHEDULE 40), INSULATED WITH F 3 GPM EA. GARAGES AND CARPORTS ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH: 1. GARAGE DOOR 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. 2. REINFORCING BARS SHALL BCONFORMING TO ASTM A615, GRADE 40 (UNO) E OF INTERMEDIATE GRADE CONF. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1.4 X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014), 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 UNLESS OTHERWISE NOTED ON THE PLANS. 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. 10, DRILLING & NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS SHALL FOLLOW PROVISIONS OF SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALLBE EQUIPPED WITH SOLID WOOD 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED EDITION (2014). SECTION P2603.2 OF THE FBCR 5TH DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN SOLID INCHES THICK, SUPPORTING THE WALL AT THE TOP AND BCELL EXTERIOR WALL COVERINGS OR ORS NOT FIRE -RATED DOORS AND MUST BE EQUIPPED R H SELF -CLOSING DEVICE DOORS NO OF FBCR N 1- . ORIN H THE FOOTING THICKENED SLAB, BEAM NU LINTEL 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL W CAPABLE R RESISTING THE DESIGN P M WITH MINIMUM 10 INCH HOOKSOR BENDS AND SHALL BE CONTINUOUS COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301 ( ) THROUGHOUT THE HEIGHT 9F THE WALL, WITH LAP SPLICES OF AT LEAST 25". PRESSURES SPECIFIED FOR THE WALLS FOR 13. PER FBCR 5TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES2(3), MANUFACTURED SOFFITS THE DWELLING FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL 1" MIN. RIGID HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND EXTERIOR FINISHES 4. ER POSSIBLE. 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS, %"THICK, OVER FRAMED WALLS APPLIED OVER PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NQT LESS THAN 2 COATS, 1/2" THICK 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 F -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE. GARAGES BENEATH HABITABLE ROOMS 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3n, WHERE APPLIED OVER MASONRY OR CONCRETE. 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C92611a & HALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 5 / 8 -INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS AFLOOR-CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL B. CONCRETE EXPOSED TO EARTH OR WEATHER: - ASTM-C106312a. ALSO BE PROTECTED BY NOT LESS THAN 2-INCH GYPSUM BOARD OR EQUIVALENT. I. #5, W31 OR D31 AND SMALLER 3. LATH & ACCESORIES PERASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: 2 LIMITED T0: SITE WORK I. #11 AND SMALLER ALL STUCCO CONTROL JOINTS _ D. BEAMS, COLUMNS: '141 KICK -OUT DETAILS 1. RE EF R TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. L" FLASHING HORIZONTAL LATH AND PAPER DETAILS I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS PIPE PENETRATION DETAILS ---11�� -- -- VENT PENETRATION DETAILS 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE APPROVAL OF THE ARCHITECT, WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE CANTILEVER DRIP EDGE DETAILS IDE CASING BEAD DETAILS DRIP EDGE DETAILS CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DR{ WINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. TIMBER WINDOW CASING DETAILS CORNER BEAD DETAILS -- WINDOW FLASHING DETAILS � -- STUCCO TO SIDING TRANSITION DETAILS IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERR 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON A. WOODS AND OD C 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HE 4 SHALL BE INSTALLED PER ASTM-Cl -11AAND R703:6.1 OF THE FBCR, 5TH EDITION (2014) AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED 2-STORY GYPSUM BOARD OTHERWISE. INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) B. NATIONAL FOREST PRODUCTS ASSOCIATION: UNDER STAIR PROTECTION: I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRUCTION 1 ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT, C. SOUTHERN PINE INSPECTION BUREAU: ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER a NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN''/z THE HORIZONTAL DISTANCE FROM THE 5. NEAREST EDGE OF THE FOOTING. D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MYPEB"W" DRYWALL CREWS ATD12' O.C. EXTERI( PER MAN UFAACTIUR RCS 6 ECIIF CATIONS) IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" A R C R I T E C T S i1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 "mabde'signgrowp.com AA #: 0003325 J CREEKSIDE LOT# 115 4EBB 1828- CALI" RIGHT PIIIC & GENERAL NOTES 160 MPH DR ( ARCHrrECT: STATE OF FLoRIDA 3/29/17 1/4 ■ 12'-4" 24"X24"XI2' CONC. PAP Ill BARS E.W. ON CHAIRS MIN. 3" COVER O PI o W 4" j 5-CONIC. SLAB �T T -2— I DI EXTEND SLAB 1 1/2' I ■ I I �r I 11 1 11 I I IOPT.I I I J JL DWJ I (REF 1 11 SINK L1_J ■ II � II" PVC CHASE II (FOR ELEC. TO 11 ISLAND RV NCsE II OIL 0-0" ELEV. FIN. CONC. SLAB 14' -3" 17'-4' 14' - 3' u X O` SHWR. PAN II - -��I■ LO I4 r--� L _J X � � m ■ ExTEND- 1 I SLAB 1 1/2' I'��`T ��ij� � ■HB 4" 17 SLA CONC. I �%— 3'-2" B ■ I I5 I/2 ° �� — �2Xro WALL �\ IT l ��J ��F�tl\ CHASE \C % LAV., BOLLARD AS REQ. ■ _ DI PER BLDCs. GODS I � I EXTEND END CHASE OF PVC. ABOVE UP 12" cr ■ PADD. CONC. SLAB IDI/2" I p r .3 1/2 I -A ■ I � 4 ■ ■ ■ SLAB ■ ELEV. I ON.GeONG. SLAB u s S -t 1/2" P 1 ■ — F F=7 61 m PI 1 FOUNDATION PLAN pl 2' :5" it -0" NOTES: 14'-0" 4'-4" 21 -4 ^ - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR 5PALL 3g'-all MEET PROVISION OF SECTION R3113-1 Or TUE FBGR 5T44 EDITION (2014). TO k 2„ . R SINK W/ ro SINK U1/ . I/2'' AUTO VENT Iln2 1/2" "r I/2" t>L 1 tfl LAV GO 3' -' ",,� 3 2 VTR /I e / 1 1/2' s r/ I WC >i 211 LAV II I 11/2'� SHWR i 2° � (1 WASHER PLUMBING RISER DIAGRAM SECURE STRAP TO UNIT W/ (2) "Sxl 1/4 A/C SHT MTL SCREWS UNIT SIMPSON WB ROLL STRAP OR EQUAL SECURE STRAP TO J CONC. W/ (2)-3/16"XV COl SLAB TAP -CONS A/C CONNECTION TO PAD DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER HEAP ■ 12" FROM STRUCTURE h.441 N. R€DNALD RFAGAN M LONGWOOD. FL 32750 PH: 407-774-6078 FAX: 407-774-40'78 www.abdesigngroup.com AA #: 0003325 i r= i I CREEKSIDE LOT# 115 29 17 e SCALE. 11 q / L8 /, "— a1 ' — ^IWI " -1011 G ■ ■ i0 ■ ■ , I I; I �r x _ — G y F w V V F, r J i 5 I m I b m i cv Y j ;p Y V ■■ ■ II , Sl � 2 1„ i ' DOWEL PLAN jJ.441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 wwwr.abdesigngroup.com AA #t: 0003325 he 67 A q 1 E< �TT N - - It- ARCHITECTS LINTEL SCHEDULE LINTEL LENriTH TYPE CO�IMENT5 LANAI I NO. 517. 1 83 (2) 3052-5�4 1- 2 41-611 a=16-05AT (2) 3052-5�4 EGRESS L_ 3 OF-16-15AT L4 NOT USED (o 0 ro a 5 rso. L E� NOT U5EP 24-15/1r -1 4�4." OW6-� BOOR A55E��Ly DAIR OWNER'S SUITE a' -all cLrz. LIVING ROOM D2 ----- Oo a� 0. BATH TIT W.I.C. 7-7 KITCHEN 6-all cl-G. LAUN. I I ------ cL L -i PAN. 0 0-0 BDRM #4/ DEN II 0-2 Lu II BDRM.#3 r- - - - -- 00 - 70 li 0 II -II BATH #2 8'- 8" CLC%. GARAGE v FOYER BDRM.#2 ENTRY (2) 3052-5�4 t7 *1 8 IINTEL SCHEDULEU. NOTE: THE LINTELS MAY 55 SUBSTITUTED LUITH LINTELS FROM ANOTHER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GREATER CAPACITY THAN THE VALUES STAT;zr-> I N. RONALD REAGAN BLVD. LONGWOOD, FL 327,50 PH: 407-774-6078 FAX: 407-774-4078 vnvw.abdesigngroup.com AA #: 0003325 rsxmDrv. a WT0 CREEKSIDE LOT# 115 177 1: PFIOJ=T 04 3 2 1. 000 WODEIs 4EBB 1828-CALI GZ SVMG'. RIGHT PAZIM LINTEL SCHEDULE 160 MPH EXP. C MELBOURNE AST-�CRET %4.mIC �A �E ARCH i P'i STATE OF FLORIDA V T72 AT 3/114 9 /17 s7c loll WE W 574FE L OAE) TA L S FOR GRAVITY, UF`LIFT E LATERAL LOADS 8" PRECAST � PEE571RESSED J-LINtELS 7,, ��u��AST- RPRESTRESSED u-!_iN-rEl_s 8" PREcAST wi 2" REeEss DooC�LATERALR u->_iNtE>_S LENGTi-I SUS �8-fd8 BFIz-0S 16-fd 20- 24-0 28-21 32-ID ��".�R■� r��l �� SFS-IB SFI2-IB SFIb-IB SF20-IB 81 z4-IB BFzs-IS 8F3z-IB LENCsTI I TYPES -I lz-Ir 8FI6-IT 20-lt 24-1r8F28-IT s1 3z-Ir 3166 4473 6ID39 7526 9004 10472 11936 8-2 12-2T 16-27 20-2 24-2 25-2 SF32-2t 8U8 SFS LENG7 I TYPE 8 68RF6-0 8 10-08 BrsFl4_aBgi lB-OBeIZF22_ BRF26_0 8t�30-08 2'-10 (34) PRECAST 12302 2727 2878 4101 5332 6569 7811 9055 ar 6-IB 8R=10-I5 SRF14-iB BfzFiB_IB 6R=22-1B 8W26-iB OW30-15 3166 4413 6039 7526 9004 10472 11936 2 -i® C34) PRECAST 3138 33?? 4689 6001 7315 8630 99¢7 2727 2?84 3981 519ID 640-T ?63ID 8857 2021 2021 4' -4" (52 ") � PRECAST 1489 1591 3053 2962 3954 4929 5904 688ID 3 -6 (42 ) PRECAST 2302 „ 2le5 2269 3260 4237 5215 6204 7192 1827 3412 4982 6472 7947 9416 &650 3166 4473 6ID39 ?526 90ID4 10472 11936 3 _6 C4'2) PRECAST 4'-0" (48") PRECAST 108,18 2325 2496 3467 4438 5410 6384 7358 2165 2215 3165 4125 5091 bID61 7036 125? 1257 4'-6" (r✓-4") PRECAST 1357 144E 2782 2714 3bID0 4487 5375 6264 2m29 4'-O" (48") PRECAST IS?S 1989 2832 3680 4532 5387 6245 1702 3412 4982 6¢72 7947 9¢i6 IID878 2646 4473 6039 7526 9004 10472 1193b 4'-6" (54") PRECAST 1787 913 2657 34ID3 ¢149 4896 5644 S?8 1925 2750 3583 4422 5264 6110 938 938 5'-8" (68") PRECAST 785 832 16ID2 155ID 2058 2566 3075 3555 1651 4'-6" (54") PRECAST 1660 i762 2507 3257 401ID 4767 5525 1153 2162 4014 6472 6516 5814 6839 2170 4027 6ID39 7526 9004 104-12 9668 C64") PRECAST 1184 1223 1301 1809 2317 2826 3336 3846 1660 I7ID5 2435 3171 3913 4658 5406 72� 12T 51'Im" (T®") PRECAST 735 779 1500 1449 192¢ 2400 2876 3352 IbbS 2889 5051 609b 5400 6424 1450 5'-4" (64") PRECAST 1393• 1484 2110 2?41 3375 4010 4648 1103 205! 3511 6472 6516 545ID 6411 5'-10°(-im"J PRECAST c3-f2 1000 1059 1414 1689 2304 2721 3137 1393 1437 2050 29,70 3293 3920 454E 5m5 5m5 6'-8" (8(Ii"J PRECAST 622 90? 1677 2933 2576 3223 3812 4522 1459 2464 4144 5458 4437 5260 6122 5'-im11C70") PRECAST Z72' 1357 1930 2505 3ID84 3665 4247 907 f677 2933 4100 6730 8177 6?07 PRECAST 93T 1255 2101 3263 2746 3358 3971 4585 1272 1315 1875 2441 3010 3583 4157 418 415 7'-6" (So PRECAST 665R16,4 761 1377 2252 1958 245i 2 1200 1733 2250 2769 3290 3812`344 3439 1255 21IDI 339fo 5260 1134 8995 6890 -�" (�8") PRECAST 141• 1377 2329 3609 5492 6624 5132 1029 1675 2365 1994 2439 2566 3333 114i I182 1684 2192 2703 3216 3732 707 887 9'-8" (116") PRECAST 371 834 1253 1071 1342 16141886 1029 1675 261ID 3839 5596 6613 5047 -�" (90")PRECAST 959• 912 475 1'314 2354 2797324ID 928 1497 2179 2618 35g5 2875 PRECAST 632 1049 I¢69 1210 1482 1754 2027 SSO 1029 1466 1907 2351 279? 3245 591 65-f 573 768 1212 1818 2544 3469 4030 3127 9''4" C112") PRECAST 801• 612 980 1269 1560 1852 2144 8" PREC,45T W/ 2" RECESS DOOR u-LINTELS 10'-6"C126") PRECAST 4rJ6 482 8ID2 1125 915 1122 328 1535 801 755 i92 1550 1910 2271 26,34 45¢ 63m �� 658 1025 1514 2081 2774 313ID 240¢ " 716• 498 793 1027 1261 1496 1731 LATERAL 10 -6 C126) PRECAST 11 -4" (136") PRECAST 598 935 1365 1554 2355 1793 2075 71b 611 IID39 1389 1711 2034 2358 39� 493 TYPE 8f6-iT srl0-IT 81714-Ir SIB-ir az2-Ir 526-Ir 8RF3m-rr 4 45 598 935 1365 1554 2441 3155 4044 I1 - ¢" (136 ") PRECAST 666• 439 696 899 104 1309 1515 LENGTH 81iF6-2T 8 10-27 8RFI4-2T 8RFI8-2T 8RF22-2T OW26-2 81�F3a-2 SRU SRF 12'-0" (144") F=RECAST 414 545 864 1254 1689 2074 1570 1818 b66 535 505 1295 1595 1896 2198 363 556 4 -4 (52) PRECAST 1244 1573 2413 3260 4112 4961 5825 555 864 254 1693 2211 2832 3590 " RECAST 6ID7• ¢00 631 816 001 II86 1372 932 932 12 -� (144) P 1244 1519 233E 3110 4008 4850 5696 r141-0`0608") -4" C100>") PRECAST 3&2 427 726 028 1331 1635 1224 1418 631 486 818 1209 1514 1799 2086 34� 494 4'-6" (54") PRECAST 1192 1501 2311 3121 3937 4756 5577 485 748 1076 1438 1655 2343 2920 13'-4" (IC�(d") PRECAST sue• 340 532 6aC' 841 99l 1153 1192 1455 2240 3036 3837 853 853 381 648 919 119ID 1462 1057 1260 573 409 662 1004 1367 1637 1897 3(d2 398 rj'_g° ((08") PRECAST 524 4643 5453 PRECAST 338 1172 1?95 2423 305E, 3689 4325 455 700 I003 1335 1714 2153 2(c66 I4'_�°(168") PRECAST 458• 316 493 635 ?78 922 1065 924 132 1741 2357 2978 3603 42.30 501 501 14'-8" CI 16"J PRESTR=SSED NR NR NR NR NR NR NR 5¢8 378 629 922 1254 1567 1816 286 36� �j'_1@" (�®") PRECAST SQ6• 1138 1742 2352 2965 3581 2,: N.R. 465 765 1370 2045 2610 3185 3165 243 295 459 591 724 857 990 896 IID99 1690 2288 2891 3497 41456 14'-8" (176") PRESTRESSED 469 469 15'-4" (184") PRESTRESSED NR NR NR NR NR NR NR 243 352 582 852 1156 1491 1742 N.R 35rt 6 -8 CSm) PRECAST " ?78 582 1513 2042 2513 3107 36¢2 420 695 1250 1855 2370 2890 3410 15'-4" (184"J PRESTRESSED 228 278 430 553 671 801 925 778 956 1468 1987 25ID9 3035 35b3 830 1100 I-('-4" (2O8")PRESTRESSED NR NR NR NR NR NR NR 228 329 542 791 1012 1381 1676 N•R 327 -(o (gm J PRECAST6,88 R. 310 53ID 950 1400 ISIDID 2200 2600 RESTRESS=D I88 236 361 464 567 670 7?4 " 658 849 1302 116 221810 �� 2690 3 57 17'-4" C206")P 71ID dS4 19'-4"C232"J PRESTRESSED NR NR NR NR NR NR NR I88 276 449 649 874 1121 1389 N•R 2r�5 9'-8° (I16") PRECAST 533• 433 808 1123 1413 17ID4 1995 N.R. 24ID 40ID 750 109ID 1400 1720 203ID 19'-4" (232"1 PRESTRESSED 165 207 313 401 490 578 667 533 527 1009 1369 i7Z8 2ID88 24$ID 516 21'-4" (256") PRESTRESSED N R. NR NR NR NR NR NR NR 165 239 383 550 136 940 1160 N.R 204 •REDUCE vALUE BY 15q FOR CsRADE 40 FfELD REI3AR 183 330 610 940 1340 ?80 2110 21'-4" (256")PRESTRESSED 145 186 215 356 433 512 590 22'-0"C264"JPREStRESSED N,R. NR NR NR gNR NR NR NR142 212 336 477 635 807 993N.R. i-121N 300 570 1250 1660 1970 22'-O"(264")PRESTRESSED 140 160 268 343 418 493 568 24'-O'C288") PRESTRESSED NR NR NR NR NR NR 137 205 322 457 607 771 9¢7N.R. 161 N.R. 240 470 1030 135ID 1610 24'-0"(288") PRESTRESSED 127 ley 244 3I2 380 447 515 124 186 29ID1 408 538 680 833 N.R. 135 REDUCE VALUE BY 25% FOR GRAZ)E 40 FIELD REBAR I. f'c precast IMtels = 3500 psi. 2- f'c prestressed lintels = 6000 psi. 3. f'c grout = 3000 psi w/ maximum 3/8" aggregate. 4. Concrete masonry units (CMU) per ASTI"i C9O w/ minimum net area compressive strength = 1900 psi. 5. Rebar provided in precast lintel per ASTI`? A615 GR&O. Field rebar per ASTr'i A615 GR40 or GR&O. 6. Prestressing strand per ASTM 4416 grade 2-10 low relaxation. 1. 7/32 wire per A5T1"i A51a 8. Mortar per A5T1" i C270 type M or S. 7Yi: DSiC1�TIOINI F = FILLEO UJITH GROUT / U = UNFILLED QUANTITY OF *5 RE5AR AT BOTTOM OF LINTEL CAVITY aF I 1 / 1 T NOMINAL WID7I-1 -� QUANTITY OF �5 NOMINAL HEIGI-4TJ RE5AR AT TOP I. Provide full mortar head and bed Joints. 2. Shore filled lintels as required. 3. llation of lintel must comply with the architectural and/or structural drawings. 4. LintInstaels are manufactured with 5-1/2" long notches at the ends to accommodate vertical cell reinforcing and grouting. 5. All lintels meet or exceed L136O vertical deflection, except lintels IT-4" and longer with a nominal height of 8" meet or exceed L/180- 6. Bottom field added rebar to be located at the bottom of the lintel cavity. 7. 7/32" diameter wire stirrups are welded to the bottom steel for mechanical anchorage. 8. Cast-fn-place concrete may be provided in composite lintel 9. Safe load ratings based on rational in lieu of concrete masonry units. design analysis per ACI 318 and AGi 530 7-5/8'ACTUAL 8" NOMINAL U11DTI4 "5 RE54R AT TOf�D MIN. (1) REQ'D CLEAR G.M.U. 15 RE5AR AT 50TToM OF LiNTEL CAVITY BOTTOM REINFORCING PROVIDED IN LINTEL (VARIES) eAFE LOAD T45LE NOTEe I. All values based on minimum 4" bearing. Exception: Safe loads for unfilled lintels must be reduced by 20% if bearing length is less than 6-1/2" Safe loads for all recessed lintels 2. N.R. = Not Rated. based on 8" nominal bearing. 3. Safe loads are total superimposed allowable load on the section speclfled. 4. Safe loads based on grade 40 or grade 6O field rebar. 5. Additional lateral load capacity can be obtained by the designer by provfding addional reinforced masonry above the precast lintel. 6. One ''i rebar may be substituted for two15 rebars in 8" lintels only. 7. The designer may evaluate concentrated loads from the safe load tables by calculating the maximum resisting moment and shear at d-away from the face of support. 8. For composite, lintel heights not shown, use safe load from next lower height. 9. All safe loads in units of pounds per linear foot. 2 P, S Al ARCHITECT: 41 N. RONALD REAGAN BLVD, LONGWOOD, FL 32750 Phi: 40 7-774.6078 FAX: 407-774-4078 v"M- abdesi gn grow p. c om AA #: 0003325 Be CREEKSIDE LOT# 115 04321.00 4EBB 1828—CALI" RIGHT &am AFE LOAD TABLES CAST— CRETE) ARCFrrTECT: ATE OF FLORDA 3/29/17 1/4'$=1'-0" 331-011 COWON34T AND CLADDING WIC LOADS BASIC WO D EXiMFE FOR 3 SECOW GU fS OPBigS SQUARE ZOOS 161) MPH WIND (VutO FEMARKS AND TYPE FOOTAGE MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING 18 5 33/-43 DR, MIN. CRITERIA 5.aD, MIN, 41 5 31/-39 CRITERIA 16070 O.H.D. 112 5 29/-35 13ASIC WIND SPEED MPH = 160 (Vult) .INTERNAL PRESSURE COEFFICENT = f 0.18 BLDG. CAT.=II, EXP.=C, MEAN ROOF HT. = 15'-0" PRESSURES HAVE BEEN MODIFIED PER SECTION 612.2 OF THE FBCR 5TH ED. (2014) TO MEET TESTED ALLOWABLE OR NOMINAL WIND LOAD VALUES FROM THE PRODUCT MANUFACTURER. CONTfiOL DATE,3r2o114 SQ.FT. CALC.'S LIVING 1916 SQ. FT. GARAGE 430 SQ. FT. ENTRY 16 SQ. FT. LANAI 80 SQ. FT. TOTAL 2442 SQ. FT. EXTERIOR MASONRY WALL SRC;. HEIGHTS 1111111111113 8'-8' 5RCs, To; DE9L. PLATE O m (iA�2„_1-]E'-A-- a GROUND SNOW LOAD WIND DESIGN SEISMIC DESIGN CATAGOR'r SUBJECT TO DAMAGE FROM WINTER DESIGN TEMP' ICE 5ARRIER UNDERtLAYMENt REQUIRED", 1-LOOD 1-4AZARDS 9 AIR FREEZINCs INDEX ` MEAN ANUAL TEMPI SPEED" (MPH) TOPOCxRAPI-41G EFFECTS`` WEAtI-IERINCx' FROST LINE DEF'THb tERMItE` NA IfoO C NA NEGLIGABLE NA IVERY HEAVY 42 NA SEE SURVEYJ NA I NA FLAME SPREAD AND SMOKE INDEX FOR WALL AND CEILING FINISHES SHALL 5E IN ACCORDANCE WITH SECTION FBG R302.9.1 THROUGH F5C R302.5.4 FLAME SPREAD AND SMOKE-DEVELOPi=D INDEX FOR INSULATION SHALL 5E IN ACCORDANCE WITH SECTION F5C R302.10.1 THROUGH F5C R302.10.5 PLAN NOTE: -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GRILLE- - VERIFY CONDENSER PAP LOCATION WITH SITE PLAN. - FRONT DOOR ASSEM51-Y TO 5E THERMA-TRU 1=15ER31-ASS DOOR W/ TRANSOM (SINGLE A58EM5LY) - 20 MIN. FIRE RATED DOOR FROM GARAGE TO RESIDENCE TO 5E EQUIPPED W/ SELF -CLOSING DEVICE (R302.5.1) F5CR 5TH ED. (2014). I N. RONALD REAGA,N BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com v AA #_: 0003325 ROOF FYF'ON 5KTI1Xf1 OR EQUIVALENT 16"X62" FYF°ON --� DECO. SµUTTER OR EQUIVALENT 4" RAISED LAND (T7F°.J - _ - - - FYfi'ON LV12X24 OR EQUIVALENt iJ EJ °1 E � � g_g' LRCrt. I-ksT. 0'-0' FIN. F� -- - I � -- - OFF R0rzE VENT m■I �i. -V OPT. GOAGI4 L IGL 4T - - AREAOFATTIC. _ - 2364 SQ. FT. FREE VENTILATION AREA REQUIRED _ 1/300 INET REQUIRED VENTILATION AREA = 2364 /300 7.88 'VENTILATION AREAXSQ. INCHES PER FT.(144) = 1134.72 SQ. IN. MIN. REQUIRED VENTILATION _ .SX 1134.72 IN UPPERPORTION OFATTIC = 567.36 SQ, IN. OFF RIDGE VENTILATION AREA = 115 SQ. IN. PER VENT 567.36 /115 TOTAL N OF VENTS REQUIRED - 0 = 4.93357 OFVENTS PROVIDED = 5 .TOTAL *AREA OF ATTIC 15 THE PERIMITER OF THE HOUSE, LESSTHE OVERHANG (FXrFRIOR OF WALL TO EXTERIOR OF WALL, NO OVERHANGS INCLUDED) OFF RIDGE VENT 6 M- 01-0110'-0" FIN. . �jFLRFIN. FLR —- — - OFF RIDGe VENT LEFT E TEXTUNMED FINI&4 IJE7AT RIDC3E v'1=NT RIGHT ELE"V TEXTURED FINISH ION OFF RIVENT V r REAR ELEVATION TEXTUR1=0 FINISk 12 6 I;� 0'-0' FIN. FLR � 2 �1' a� F- 7I A ,aYYER DETAIL 5GALE: 1/2= 1' -0" _8° pI�3. i' -xT- 0-0' FIN. FLR ARC H I T E C T S Furowp-inc. 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdeM9n9rGuP.c0m AA #: o003325 CREEKSIDE LOT# 115 a 321 0400® coaam 4EBB 711828—CALI" Ew�ac� s are: FIGHT ------------ PAID& ELEVATIO14S 160 BBREVARD ARCHniSTATEcT�A vt 3%9/17 M 1/4"=1'-C 31 R C 14 14 WA3 1l11E.�. \W93 TYP. FRONT ELEVATION F--= LEFT ELEVATION RIGHT ELEVATION o1 all 41L iIa flakil 4�� WA TYP. ELEVATION NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. 1441 N. RONALD REAGAN BLVD LONGWOOD,FL3275O PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 waumoao w ^ CREEKSIDE LOT# 115 3/229 /1"7 ISC :1/4"_1,_®„ O C--� D (2) 2XI2 BM. TO 6X�o POST (2) MSTA-24 POST TO SLAB A51U66 (TY10. 2) BJIL yIi 2X112 BM}1 v BJIL q1�3� EJ A m D2 — U q nu X X'. HUC-410 BJl — II 4� va 5J3 II II II ��`� V411 �p`�v II II II II II 5J5 EJ� EJ-1 DETAL-20 ✓� EJ�A DECAL-20 AI0 _ A9—--�__ — A8 iA ?�� — \ Al _ � = 4 I = � —=— T A5 -0" ' -0" 6'-�" o'-O" F'-0" 6'-0" A4 I I, 3'-011/ I, 3'-0" I, 3'-o" I 3'-0" GABLE END BRACING: SEE DTL. '4' SHEET D2 2222"Xg 44" I AttIC — I ACCESS — — I I I I I I n 3'-01, I, 3'-01, I, 3'-o" I, 3'-01, I 3'-o" I, 3'-011 I 3'- RANEY 6/5/14 BJ I BJ3 BJ5 I N. RONALD REAGAN BLV LONGWOOD, FL 32750 PM: 407-774-6078 FAX: 407-774-4078 www. a bdesi gngro a p. c o m AA �: 0003325 cnFRO K w r� 0 g:. CQ CQ u q � i e q " a,b :3/29/17 j: SC : 1/4"=1'-0„ 4_, VP". U Z U) Ld C.i Q 0 W I— Z CONNECTOR SCHEDULEGONtRoLDA 11 SIMPSON USP DES. UPLIFT GRAVITY DES. UPLIFT GRAVITY FASTENER META-16 1450 PTA Ib-I8 1625 (8) 10d x 1 1/2" I -PLY, (6) I6d 2-PLY, (USP: (10) 10d X 1 1/2' - NO I6d OPTION) (2) META-16 1985 C2) HTA 16-18 2800 (10) 10d x 1 1/2' 1-PLY, (USP: (10) 10d x 1 1/2") 2515 (14) I6d 2-PLY (USP: NO I(od OPTION) HETA-Ib 1810 PTA 16 1810 (9) led x 1 1/2' I -PLY, (8) I6d 2-PLY USP: (10) 10d x 1 1/2', No I6d OPTION HETA-20 1610 HTA 20 1810 (9) I0d x 1 1/2' I -PLY, (8) 16d 2-PLY USP: (10) 10d x 1 1/2', NO I6d OPTION (2) HETA-20 2035 (2) HTA-20 3230 (10) 10d x 1 1/2' 1-PLY USP: (10) 10d x 1 1/2' 2500 (12) I6d 2-PLY (USP: NO I6d OPTION) LGT-2 2150 LUGT-2 1550 (7) - 1/4' x 2 1/4' TITEN, 2 CUSP: 51-K (5) 114" W5, WOOD (16) 10d DETAL-20 24W DPTA-20 2430 (I8) - 10d x 1 1/2, 1 PLY MGT + 3965 MUGT 4115 (1)5/al A.T.R IN HIGH STRENGTP EPDXY (MfN. 12" EMBED), (22) I0d TO WOOD (USP: (28) IOd TO WOOD) HGT-2 + WSW HUGT-2 9190 (2) 3/4' A.T.R. IN PIGH STRENGTH EPDXY (MIN. 12' EMBED), 00 10d TO WOOD (USP: WOOD (8) 1Od) HGT-3 + 10530 HUGT-3 5860 (2) 3/4' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EMBED), 06) IOd TO WOOD (USP: WOOD (8) 10d) LGT3-6DS2.5 3285 LUGT-3 3525 (12) SDS 1/4"x3' TO GIRDER, (4) 3/8" x 5" TITEN PC) TO WALL CUSP: GONG. (4) 3/0' X 5' WEDGE 5OLT, WOOD (12) WS25) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL LPTA 1510 (10) IOd x 1-1/2" CUSP: (10) 10d x 1 1/2" VGT 4940 NO USP CONVERSION FOR SIMPSON VGT (I) 5/8' A.T.R. IN HIGH STRENGTP EPDXY (MIN. 12" EMBED), Oro)-SDS 1/4"X3' TO WOOD (2) VGT 1185 NO USP CONVERSION FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12' EM5EP), (32)-SD5 1/4'X3' / 2 PLY MTS-12 1000 MTW 12 1195 (14) led x 1 1/2" (USP: (I4) led x 1 1/2', (14) 10d) HTS-16 1150 NTW 16 1260 (16) 106 x 1 1/2' (USP: (16) 10d x 1 1/2", (I6) 106) 4TS-20 1450 HTW 20 1530 (24) 10d x 1 1/2' (USP: (24) I0d x 1 1/2', (20) 10d) PTS-24 1450 NTW 24 1530 (24) 10d x 1 1/2" (USP: (24) IOd x 1 1/2', (20) 10d) L5TA-12 ++ WE, LSTA 12 J30 (10) led USP: (10) 10d L5TA-18 ++ 1235 LSTA IS 1235 (14) 10d USP: (14) led MSTA-18 ++ 1315 MSTA-18 1310 (14) 10d USP: (14) 10d MSTA-24 ++ 1640 MSTA-24 I640 (IS) 10d USP: (IS) 10d MSTA-30 ++ 2050 M5TA-30 2065 (22) 10d USp: (22) 10d M5TA-36 ++ 2050 MSTA-36 2065 (26) 10d USp: (26) 10d M5TI-36 3800 KSTI 236 3890 (36) 10d x 1 1/2' USP: (36) loci x I I/2° MSTI-48 5065 KTSI 248 5140 (48) IOd x 1 1/2' USp. (48) 10d x 1 1/2' µb S50 LFTA 6 1210 (S) ad TO PLATES, (8) ad TO STUDS (USP: (I6) ad x 1 1/2", (I6) ad) (b) 10d x 1 1/2" TO STUDS USP: (6) 10d x 1 1/2" TO STUDS Sp4 885 SPT 4 945 A34 395 MP 34 300 (4) 8d x 1 1/2' TO BEAM, (4) ad x 1 1/2' TO POST. USP: (4) ad x 1 1/2' TO SEAM, (4) ad x 1 1/2" TO POST. PCP2 645 HPCP 2 am(12) 10d x 1 1/2" USP: (IO) 10d x 1 1/2' TO TRUSS, (10) 10d X 1 1/2' TO PLATE HIOA 1140 RT 16A 1300 (I8) I0d x 1 1/2' USP: (5) I0d x 1 1/2' TO TRUSS, (a) I0d X 1 1/2" To PLATE VcsT 4 HDU4 4940 PPD 4A 5215 (16)-SDS 1/4'x3' TO WOOD, (10)-SDS 1/4"x2 1/2' W/ THREADED ROD, (2) NUTS/WASHER/2 PLY USP: 5/8' ATR MIN. 1' EMBED SET IN HIGH STRENGTP EPDXY, (10) W63 WOOD SCREWS VGT 4 µD15 4940 TDX 10 10140 (I6)-5D5 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W/ THREADED ROD, (2) NUT5/WAG4ER/2P1LY USP: 1/8" ATR MIN. 1" EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-50LT8 ABU 44Z 2200 6665 PAU 44 2535 6115 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1" E777 IN GONG., (I2) 16d TO WOOD USP: SAME AS SIMPSON A5U 66Z 2300 12000 PAU 66 23W 16005 (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EMBED.) IN CONC., (12)16d TO WOOD USP: SAME AS SIMPSON LTTl9 +++ 1340 LTG 19 1205 (I) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' EM5EP.) IN CONC., (8)10d TO WOOD USP: SAME AS SIMPSON LTT205 +++ 15oo LTS 205 1105 (1) 1/2' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 1' Ef 15ED.) IN GONG, (10)10d TO WOOD USP: 3/4' ATR MIN 1' EMBED SET IN PIGP STRENGTH EPDXY, (10) led, (10) IDd x 1 1/2', 2-1/2' (I) 5/8" A.T.R. IN HIGH STRENGTP EPDXY (MIN, 11 EMBED) IN GONG, (18) SD010 X 11/2' CUSP: (20) 16d X 2-1/2") USP WAS MORE NAIL OPTIONS: (20) 10d, (2(o) 10d x 1-1/2', (20) I6d x 2 1/2' (1) 5/0' A.T.R. IN HIGH STRENGTH EPDXY 0-11N. 1" EMBED,) IN GONG, (26) 16d X 2 1/2' (USP: (20) 16d X 2-1/21) USP HAS MORE NAIL OPTIONS: (28) led, (24) 10d x 1-1/2', (20) I6d x 2 1/2" l U 1' A.T.R IN HIGH STREWTH EPDXY, (MIN. IO' EMBED.) IN GONG, (24) SOS Y4" x A' WOOD SCREWS (USP: (24) W63 WOOD SOWS) (U 1/8" A.S. IN HIGH STRENGTH EPDXY, (MIN. 1" EMBED.) IN CONC., (3) 3/4" STUD BOLTS TO WOOD (USP: (4) 1/8" BOLTS) HTT4 4455 HTT45 4160 HTT5 5090 HTT45 5005 PHDQII-SDS 2.5+ 111810 UPHD 11 14395 HD15 6645 TDX 10 10140 r-IEHA 3.56/11.25 3415 5330 NFM35X12U 2580 1I30 SIMPSON: (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN CJ'1U. TOP, (1) 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C.M.U. FACE, (18)106 TO BEAM USP: (1) 1/2' J-BOLT W/ MINIMUM 6: EMBED. 4 NOT LESS THAN 4' FROM EDGE CI-rw OF ONC W/ 3/4" DIA RAMSET/REDHEAD DYNA 5OLT SLEEVE ANCHOR OR Ea. W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. (I4) led AT JOIST HUSC412 (WOOD) 3635 2660 (FLR) HU84121F 3060 2110 (FLR) (IO) Wool TO HEADER, (10) I6d TO WOOD USP: SAME AS SIMPSON (IS) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 10d TO WOOD: CUSP: (18) 1/4" x 3' U83 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER*, (10) 104d TO WOOD (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) IOd TO WOOD: (USP: (18) 1/4" x 3' W53 SCREWS, (10) led TO WOOD. USP (20) 3/I6' TAPPER+, (10) 10d TO WOOD (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE)) TO CMU, (10) loci TO WOOD: (USP: (18) I/4" x 3' WS3 SOWS, (lo) IOd TO WOOD. USP (20) 3/I6' TAPPER+, (10) loci TO WOOD (4) 3/8' x 4' TITEN HD ANCHORS (2 PER FLANGE) TO CMU, C4) I/4' X 2 I/2" SDS SCREWS 70 WOOD, USP (4) 3/8' X 4" WEDGE BO T+i W83 WOO SG WS 3265 (ROOF) 3325 CROOFJ µUC410 (CMU) lam 4920 HD410 IF 1305 5000 µUG210-2 (CMU) 1800 5085 HD210-21F ]-AM 5000 µUC210-3 (CMU) 1800 5085 1-10210-3IF 1305 50M LGUM26-2-505 1430 5595 LGUM26-2 2125 6065 HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO 5U55TITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WPERE ANCHOR EMBEDMENT 15 GREATER TPAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST 5E FILLED SOLID w/ GROUT. ++ led COMMON NAILS CAN 5E SUBSTITUTED WITH led x 1 1/2' NAILS IN CONJUNCTION WITH A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REGUIRED FOR THIG APPLICATION PRIOR TO INSTALLATION. +++ MINIMUM EMBEDMENT INTO THE TOP OF A 5OND5EAM WILL SE 5", MINIMUM EMBEDMENT INTO THE FOUNDATION WILL 5E 1" A.T.R. = A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) 5ECAUSE OF THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST 5E RESPONSI5LE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / HDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL 5E EVALUATED ON AN INDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM THE ARCPITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C2011" , 'HIGH WIND -RESISTANT CONSTRUCTION F-G-PWRCAG16, AND ANCHORING 4 FASTENING SYSTEMS FOR CONCRETE 4 MASONRY CATALOG C-SAS-2012 4 USP STRUCTURAL CONNECTORS 20115-2016. MINIMUM WALL AND HEADER STUD REQUIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-O" TO 81_0" U.N.O. 4'-11 I/2" 1'-11 I/2" AND UP NUMBER OF HEADER 5TUDS SUPPORTING END OF HEADER 1 2 3 NUMBER OF FULL LENGTH STUDS AT EACH END OF PEADER 1 2 3 1441 N. HUNALU HtAUAN bLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 00033 -5 3/29/1.7 1/4,':=1'-0„ o; w J;i:is A r a m ELECTRICAL LEGEND 5YM50L DEFINITION NOTES 125Y OUTLET 20 AMP SMPLE POLE III OUTLET IIfdV OLLTLE7 IR OF OUTLET WIREp TO SWI'tGN GPI IUAv OUTLET EER61F WJGRYD F nvTElalPrER (TAMR RESISTANT TYPE) E0 220V OUTLET (4) WIRE CONNECTION WATERPROOF CiPI CUTLET INT RRIPI'ERT SWITCI-4 03 SWITCH 3-WAY OPER. �4 SWITCH 4-WAY OP'ER I %1 WALL MOUNTED �/ LIGHT CEILINCs LIGd4T \®1 VP VAPOR PROOF c®) RECESSED CAN WALL SCONCE �_ PR`= -WIRED VENT. FAN I Crm PER 60. FT. VENT. FAN W/LIGI-IT I CFM PER SGL FT. V FIXTURE c6PEG'6 rep or muri xe� 2-euL5 WRAP AROUND T FLUORESCENT 4' FLUORESCENT 9---.ra 4' TRACK uCsHT Il©� PANEL millillim METER SMOKE or W) HARDWRE WALL MOUNTED GATT_ BACK-UP S.Gd. SMCKE DETECTOR UJM HARDWARE 5ATT. BACK-uP UV 5/GO GAR%!ON MNOX[Pro SMOKE DETECTOR �� F{IFCWIFM INTER -CONNECTED SHALL BE A DISTANCE CP NOT LESS THEN 4' FROM PENDANT LIGHT NATURAL GAS OUTLET ® tELEP4GP1E JACK LL-4 WATER HEATER TO ER ELEVATED pISCONNECT M S, A/G AIR CONpItIONING DISCONNECT TELEVISION JACK CEILING BOX REGUIREP TO SE SUPPORTED IN O J-BOX ACCORDANCE W/ BOX MARKED AS SUCH FOR INSPECTION CEILING BOX Fq=GN TO BE 6UPPc`RTED IN CEILING FANLIGHT ACCORDANCE W) EOX MARKED AS SUCH FOR INSPECTION FLOOD Ll&4T OPT, SECURITY KEYPAD P.e. Pu544-e/1TTON FOR CHIMES .--4;• USB PORT aOTE : LOCATION OF TV JACKS t PHONE OUTLETS 1 FANS TO 5E VERIFIED a HOMEOWNER PRE -CONSTRUCTION MEETING. ALL RECEPTACLES IN ALL I4A51TA5LE ROOMS TO 5E ARC FAULT PROTECTED PER ELECTRICAL FDROY15IONS OF F5CR 5TH EDITION (2014). 20 AMP DEDICATED LAUNDRY CIRCUIT. GFI o ISLAND (NOT ON KITCHEN CIRCUIT) DISHWASHER DISCONNECT TO 5E LOCKOUT IN PANEL 5ATHROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CPM INTERI"11TTENT PER ELECTRICAL PROVISIONS OP SECTION M15013 1-5CR 5TH EDITION (2014). LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS WIRING METHOD SHALL 5E NON METALLIC CCALE PER ELECTRICAL PROVISIONS OF F5CR 5TH ED (2014). ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH ED (2014). ALL LAMPS SHALL 5E SELECTED 5Y 5UILDER AND 75% OF LIGHTING MUST 5E ENERG'r EFFICIENT TYPE PER F.B.G. ENERGY CONSERVATION (RESIDENTIAL ENER3r EFFICIENCY) 2014. 5th EDITION R404.1 r r CEILING LANAI IMTD. LIGHT TO 5E INSTALLEDZ"f PROVIDE 13 J-50X FOR I IOPT. FAN 1 LIVING ROOM PRE -WIRED CLG FAN / / 3m \\ I I \ \ 1 SWITCH IN OUTLET ---{� CA5INET 1 FOR DW �I I GFI — C3F1 / i 41 16 REF ISO Dw / fiL KITCHEN SINK / J PANS , 31 v 31 \ RANGE \ -- co 26 � \ HOOD WIRE W/ \ OUTLET FOR 31 I 6 FUTURE MICRO �j I BDRM. 3 3® AL (y26 26 PRE -WIRED \\ � CLG PAN \ I \ I I S � 26 T 31 —�� I 30( ) 2,4 BATH #2 I 13 All / IN BDRNfT#2#2 i DINING., ROOM gn 101RORW )24 SUITE 24 /PRE �" � -WIRED CLG FAN / t5"D�• '' I7 39 ) S/CO 13G P) FA/Cfi R AI L—L-1 L° 0. C ATH I A 1 CsFI 1 25\—V—� BDDREMv #4/ 29� PRE -WIRED CLG FAN Pa FOR) `1&4-v44" 6A`�IUI{1 GARAG5 \ F — Q - DOOR \I _13 \ ZLARP \ AS REQ. \ WALL MOUNTED PER 5LDC \ LIGHT w/sWITCH IN CODE \ ATTIC \ GFI Ig(�13 CLG. KEYLESS" OUTLET FIXTURE n ---I FOYER \ IRRIGATION OUTLET is / \ \ 48" A.F.F. \ 1280--- 3 ENTRY( GARAGE I 13 �( P.5 FOR IZ�TIMES --- \ ----------------- � 13 ------------------------- OPT. COACH LIGHT PROYIDE SQ-D "QO" PANEL LOAD CENTER OR EQUAL SERVICE 120/24OV, 1PH, 3W MINIMUM BREAKER AIC 10K BUS RATING: 200 AMP LOCATION GARAGE RATING MAIN: MAIN LUGS ONLY MOUNTING SURFACE CKTS LOAD DESCRIPTION BKR WIRE SIZE CKT. NO. WIRE SIZE BKR TRIP TRIP AIR HANDLING UNIT 60 6 1 2 8 35 CONDENSER AIR HANDLING UNIT 60 6 3 4 8 35 CONDENSER RANGE 50 6 5 6 10 25 WATER HEATER RANGE 50 6 7 8 10 25 WATER HEATER CLOTHES DRYER 30 10 9 10 12 20 CLOTHES WASHER CLOTHES DRYER 30 10 11 12 12 20 LAUNDRY RECEPTACLE GARAGE LIGHTS AND RECEPTACLES 20 GFCI 12 13,14 12 20 DISH WASHER DISPOSAL 20 12 15 16 12 20 REFRIGERATOR SMOKE / CARBON MONOX. DETECTORS 20 AFCI 12 17 18 12 20 EXHAUST HOOD / MICROWAVE KITCHEN APPLIANCE RECEPTACLES 20 GFCI 12 19 20 12 20 GFCI KITCHEN APPLIANCE RECEPTACLES BREAKFAST ROOM 20 AFCI 12 21 22 12 20 TOILET ROOM RECEPTACLE(S) DINING ROOM RECEPTACLE(S) 20 AFCI 12 23 24 12 15 AFCI MASTR SUITE LIGHTSAND RECEPTACLES TOILET ROOM RECEPTACLE(S) 20 AFCI 12 25 261 14 15 AFCI BDRM. #3 LIGHTS AND RECEPTACLES BDRM. #2 LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 15 IRRIGATION CONTROLS ONLY BDRM. #4/LOFTS LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFCI GENERAL IGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 31 32 SPARE SPARE 33 34 SPARE SPARE 35 36 SPARE SPARE 37 38 SPARE SPARE 139 ISPARE NOTES: A. CONFIRM BREAKER AND WIRE SIZES WITH EQUIPMENT PROVIDED. B. WIRE SHALL BE TYPE "NM" CABLE EXPECT FOR THE AIR HANDLER UNIT WHICH WILL BE TYPE U STYLE SE ROMEX CABLE WHICH IS RATED IN THE 75' COLUMN. C. EACH MULTIWIRE BRANCH CIRCUIT SHALL BE PROVIDED WITH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. D. PHONE & DATA WIRE TO BE CAT 5 E. CABLE TV WIRE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. H. MAIN TO ALWAYS BE LOCATED NEXT TO METER, LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC CODE roe) HOUSE PLAN: MODEL "'CALI" LOAD INFORMATION VA 1828 SQ FT GENERAL LIGHTING X.3 VA PER SQ FT 5484 3000 2 20 AMP APPLIANCE CIRCUIT AT 1500 VA EA. 1. LAUNDRY CIRCUIT 1600 1 RANGE ,AT NAME PLATE RATING OR COOKTOP/OVEN 1 WATER HEATER 12000 4500 1 'DISHWASHER 1 CLOTHES DRYER 1200 5000 600 S DISPOSAL 1 MICROWAVE 1600 1 REFRIGERATOR 1200 SUBTOTAL OF GENERAL LOAD 35884 FH28T 10 KVA OF GENERAL LOAD AT 100% REMAINDER OF GENERAL LOAD AT 40% 28524 VA x .4 10000 10354 TOTAL NET GENERAL LOAD 2 3354 3.5 TON HEAT PUMP (W/ 5KW TMERGENCY REAT STRIP) 21 AMP x 240 VA= --- 3.5 TON COOLING SYSTEM 40 AMP x 240.VA • 95GO NET GENERAL LOAD NET TOTAL HVAC 20354 9800 29954 TOTAL LOAD CALCULATED LOAD FOR SERVICE 29954 VA/240 V= 125 AMP 150 SERVICE *WORST CASE SCENARIO — HTGHEST HVAC LOAD USED FOR CALCULATIONS.• NEUTRAL CALCULATION: LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,253 VA ' 3000 VA a 1009e, REMAINDER a 35% NET LOAD: 6,9491 VA RANGE: 12,000 a -to% 8,400 VA DRYER: 5,000 im -to% 3500 VA TOTAL 18,849 VA NEUTRAL AAPACITY: 14,4515 / 240 = 18 A 02 AL MINIMUM NEUTRAL CONDUCTOR PROVIDE 302/0 GU, THWN + 1% CU IN 2" CONDUIT OR 3 0410 AL, THWN + 1% CU IN 2" CONDUIT. (CONDUIT TO TERMINATE AE3OVE SOFFIT a OVERHANG.) METER Ism AMP ELECTRICAL R15ER FIELD VERIFY LOC. NOT TO SCALE. COM51NATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT GENERAL NOTES: M ELECTRIC METER IN I PHASE A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL NEMA 3R ENCLOSURE MLO COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH PANEL EDITION (2014) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 150A/210 5. ALL CONDUCTORS SHALL 5E TYPE THHN/THWN UNLESS MC5 NOTED OTHERWISE. TELEPHONE SERVICE CABLE TELEVISION —� ENTRANCE SERVICE ENTRANCE EQUIPMENT EQUIPMENT POWER COMPANY TRANSFORMER INTERSYSTEM 5ONDING TERMINAL At LOW GRADE VOLTAGE CONNECTIONS PROVIDE 150 AMP, 120/240 VOLT, I PHASE SECONDARY - ELECTRICAL SERVICE. PROVIDE 3 01 COPPER (CU) IN ELECTRICALPLAN 142/0 ALIUMINUM AL)EIN DIA SCOH RULE 80 POGIDE 3 CONDUIT UNLESS SERVICE 15 PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO BID. 1 04 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED POOTER STEEL PER ELECTRICAL PROVISIONS OP THE F5CR 5TH EDITION (2014). 5/8" DIA X 8 F-T LONG COPPER CLAD GROUND ROD 0 +°+.L 11. rNW1196iLV RC)1UTAII DLV V. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngroup.com AA #: 0003325 mom OWN RQ a (� 3 Rl Cg A I gg g L01% CREEKSIDE LOT# 115 3/20 //1'7 1/4"=l'-0„ v LANAI DINING ROOM 12x12 LIVING I0x6 ROOM 120 CFM IV I I 1�0 GPM 12oxro 0 GPM b�� r 441FW.LC - -, KITCHEN I20 o r - - i �O a c� , -- I OE---- L I I 12X16 L — — M ITE LOUVER I I 40 9' OWNER'S SUITE IOx& 7" 175 GFM 3X4 X �o GI=61'1 BATH r 4 cr-M ee,BDIRM.44.1 DE- 3 PLANtAt10N BDRM.� 1 16" —180-04 2�8"I 10X6� MAX AIR 75 GFM554.15 GPM 12X5 t u 4 I II II ° Al L 411 J 1OX6 aX4 CFI�i � I I BAT 5 2 12Xa PASS 5 GFM BDRM"#2 FOYER cALI EQUIPM ossc�+EDULE MFC's CARRIER Cu 25HI3G536A — _ Aku FV4GN5006 - GARAGE HEAT 5KU l sEER 15.5 SEER ENTRY 14 TOTAL GAP 35400 ELECTRIC 2fd 3 I 35 A U 35 SRKR GU I4 5R<R 35 REF LINES 3/4' 4 3/8" I: CREEKSIDE LOT# 115 el) b REBAR VERTICALLY W/ GONG �,((\,Y/\r•�'y\�A�\/� /''�\ POUR CELL 6tUp6 I(i' OL. MAX SEE ENERGY CODE FORMS FOR Y INSULATION R-VALUES SECURIFIMPSO Mat 4 08 t0 S ? YEXTURED FINISH 61MP6CN 6P4 2' J` 9741 2 PSI a 20 PAYS Ea BE01R7E BT. TE T SL / INFORCEp W/ ? z EIMBE MIN. 32' OC AX T. ATE TO SLAP W/ 10d I" NP61 I¢�" a @' OMU SE B . A T oLl4 W/ }° 'ejN�OZ T 7' NAIL v 32' OL. MAX i 6 - WIA/WA WII1M. T °WASHER 1' n I 1/2, GYP. ILL. BD. 9N '®' FIN. FLR — WOOD BASE q "4 RE � i p STOP - - 4' GONG. REINFORCED W/ 6'Xb' . as &"V4 WIF OR NEIERMESH ON 4' GONG.I INF{,RGED W/ i'Xb' WAXWIA 4' CONC, R€"�FORCED W/ i'X6' WL4)dUL4 4' OONC RER'FO( D W/ 6'Xb' W QWA ^? P ° 6-MIL. YAR'OF RETARDER ON WlF OR FIBER"MESH UN 6-ttIL. VAPOR WLLF OR FIBER'1ESH ON 6-MIL. VAPOR WLF OR FIBER'4ES 4 ON 6-MIL. VAPOR = t9 Q WELL-(.4PIPAGTED CLEAN FILL. z ° RETARDER ON WELL -COMPACTED CLEAN - RETARDER ON U�LL-COMPACTED CLEAN z . RETARDER ON WELL -LENT TO E CLE • „ TERMITE TR EATNENT TO DE FILL. TERMITE TREATMENT TO BE FILL. TERMITE TREATMENt TO BE FILL TERLMITE tREATf'FNT TO BE BORA-CARE APPLIED AT FRAMNG. - BORA-CARE APPLIED AT FRAMING 0 BOIR4-CAR= APPLIED AT FRAMrN& ;� 0 ( BORA-CARE APPLIED AT FRAM1101 w ro0 I'-p� 4' 4 I'-4" U 4" I' -ID' 4' u. z W l2) 9 MBAR ON CHAIRS (3) b REBAR Oil CHAIRS ° ® a l2) 9 IQEBAR ON CHAIRS } > FI_Ba•_m' I'-e" 12' MIN. OW GRADE • r 0 IN FOREGROUND (2) PJ MBAR ON CHAIRS 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING STAIR DETAIL 1 W BLOCK WALL 2 AT L.B.W. (W/ UPLIFT 2 AT L.B.W. 2B AT LB.W. (W/ NO —UPLIFT) 3 3A NOT USED SCALE, 1/J'.I'-0' SCALE• W.U-0' SCALE: 1/2"PI'-0' SCALE. 1/J'=1'-0' SCALE: P-U-0• C • ° 4' CONC, RENF. W/ WKS' UAXWIAO UAIM ON •"-� . ° . _ 6-MIL POLY ETHYLENIE VAPOR RETARDER w 4' b-MIL ROLL W/ 6'xi• WL4XWL R VIM 4" ON WELL -COMPACTED CLEAN FILL TERMITE � btl}RS 16' O.C. MAX O TREATMENT SHALL BE BORA-CARE ON 6-MIL POLY ETHYLENE VAPOR STUDS 16' O.G. MAX m O 8" RETARDER ON WELL-COMPACrED CLEAN HEAD O= GARAGE e3EGUFiE P.T. BT, PLATE 70 e W1 9 (1) b 1�AR ON CHAIRS 4' 4" FILL TERMITETREATMENT SFIALL BE 6EC11RE BOTtGM PLAYS t0 STUD W/ SECURE BOTTOM RATE TO STIp VARIES WITH SLOPE MA60NRY NAIL w 32° O EfORA_C� SIMF'BON 6P4 w32' OL. MAX SIMPSON 6P4 •32. OG MAx __ THICKEN EDGE HEOPT OP GARAGE SECURE BT. PLATE TO SLAB { xS' HEIGHT OF GARAGE SECURE BT. PLAtE TO S SECURE SL Wd GARAGE STEP— UP ANCHOR BOLT wr 2' i�� VARdEB U"TH eLOPE ANCHOR BOLT W 2' R T M 32' AX i SCALE, IR'•I'-0' NON— BEARING VARIES WIi74 SLOPE MIN. • 32' x MAX. MIN • 32' OC MAX - 5 i EPDXY NOT FEOUI FORE a>oXY N07 '�E ION w BC.N_E NON—BEARING W BOLTS BOLTS ! W w > w:1 '> > 4 ° 4 4' W/ 6'x6' WAXWIAO U. JM N � °a > GN I T' ETNYLEIdE YaPOR Q W n' .. _ I� _P� <.. °a: _ q° a BETA R O4 JELL-ICOMPAGTED CLEAN zaW 0 iEATMENT SHALL BE I P W7 &'X6° WIAXWL4 - _ 4 ° o FILL tERLMITE TR m e - • 4' t;CNC. REINFORCED W16'X6' WIAXWIA 4 °r ° • W CRT. 1C. RENFORCED W/ b'X6' WIAXWIA �' CON.C. REINFORCED W! WX6' W.4XWA _ � BORA-CARE _ f@E SH ON 6-MIL VAPOR w ° -CARE APPLIED AT FRAMNG. ,° 6-MEAN FILL TERMITF A -T SHALL EACTED N VAPOR GAREAR DER m U 4' -O WET WILE OR FIBERMEBH ON 6-MIL. VAPOR W UALF OR FIBERMESH OI`1 6-MIL VAPOR m > a FlLL. RMITE TREATMENT MEP CLEAN W W FILL. RETARDER TO CLEAN E Z 0 Z RETAF�ER ON WELL -COMPACTED CLEAN RETARDER ON LLELL-COMPACTED CLEAN a' - (2) 9 REBAR GN CHAIRS FILL. TERMITE TREATMENT TO BE FILL TERMITE TREATMENT TO BE n ° 4" O 8" 8' 4 BORA-CARE APPLIED AT FRAMING. in 4 1'-P" 4" BORA-CARE APPLIEP AT FRAMING. 4 (U 5 BAR I'-8" 2'-0° I'-8' r_g• (2) "5 MBAR ON CHAIRS z W (2) lb R:BAR ON CHAIRS (3) 5 REBAR ON CHAIRS (Z) 9 REBAR ON GFIAIRS GARAGE STEP—UP Z W 4' � 4' 3 M � ? a 4, m� GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L,B.W. 1—STORY FOOTING �GA AGE STEP—UP L.B.W. W UPLIFT 2—STORY L.B.W. W UPLIFT W NO UPLIFT W/NO UPLIFT AT FRONT PORCHES NON —BEARING 6 6GALE:1/2=1'-� @__L�jr:1/=r-0 EXTENDED FOOTING 4 A n ., I 5 EXTENDED STEP sTE WALL Tn BE n1n m casEs scALE: 112 =1 06 C GRADEREC�zss FOR GAkAeie OR SECURE P.T. BT. PLATE TO p4 VYXS• ANCHOR BOLT W1 1' tlMBED. MM. • 32' (U'5 RE15AR VERTICALLY W/ GONC. - (1) 5 R rDAR VERrICAJ_Y ' Ca IW. W/ 6'xb' WI.4XWIA0 W-1 SECURE P.T. BT. PLATE TO SLAB W/ ° POURED CELL WJ LONG. POURED CEL b IL POLY ETHYLENE VAPOR s @, cmu Jz R ON WELL-COMPACTER CLEAN FILL TERMITE TREATMENT SHALL @ OMU ° &-MIL P4 y ET14Y/LENE VAA�POR RETARDER ON I/1'XS' ANCHOR BOLT W/ 2° Z L Wj B+AINK - EMBEb. MIN. • 32° OC MAX a a/ I . . W/ b'xi' VAPOR UA1P1 Z GOVGI�YE CURB • GARAGE Q - TO I P T3Y 8�� 4�� 4" 5 REBAR ON (.TAPIRS TTA-`-6MIPACTED GLEAN FILL. 1'ERIITE NOTE O 4' w z a NOTE. OPTIONAL USE O= GONG • 2' TMEI.IT SHALL BE B(JRA1-GAFF < 6 M POLY ETHYLENE .I WALL& TO BE DETERMINED BY I ON. (U r5 RE33AR ON CHAIRS w .aa � ER ON WELL-COMPACTEp GLEAN S FSUILDER @Y DIVISION. BYVIXA FILL TERMITE TREATMENT 6HALL BE SrOP STOP cu wHr VARIES CONCRETE P.AD 11 GARAGE D®QR FOOTING I6wl 'x6• WIAXW.40 WIN - ° > 4 ` -ttIL YLENIEVAPOR 6° ° : MORA-CARE m - CURB HEIGS4T VARIES w w _ c &GALE. U2•=1'-0• o RE ON WELL-GOMPACtEp CLEAN - w w .. a z 0 a .. . . ° .. FILL TREATMENT SHALL BE z U (3) Is PMEAR ON CHAIRS 4 > z S' uARIE& be' ° BOR4-CARE z > z r - " L io.0 4' GONG. REINFORCED W/ 6'X6' WI.4XWIA 1' I�CESS FOR • e• 4" L a.' °- a 0 < a WIF OR FIEERME6H ON 6-MIL. VAPOR 6GD. TRAGIC 3' ro O 4' CONC. REINFORCED W/ 61x6' WL4XW1.4 - ° RETARDER ON BELL -COMPACTED CLEAN FINISH FLOOR 2'-0' r a - r (1) 5- Z W (2)+5 REBAR ON CHAIN WWF OR FIBERME6F1 ON b-MIL VAPOR - r • FILL. TERMITE TREATMENT TO BE z w • IMTARDER ON UELL-COMPACTED CLEAN - ,n O I'- 4' n FILL TERMITE TREATMENT TO BE BORA-CARE APPLIED AT FRANTR•ICs. GARAGE STEP—UP 310R 4-CARTE aPPLJED AT FRM ING a w Z a 4 I -m' 4" (3) Is REBAR ON CHAIRS - w (3) "5 MBAR ON CHAIRS 2—STORY L B. W. o f m g 2'-0' a GARAGE STEP—UP @�EX�TENDED PIFOOTING ro g "� a<`�!�� i�i�i�i�A� r✓� 1—STORY L.B.W. 4 °. iiiiii� 1—STORY FOOTING 2—STORY FOOTING .�� ` W UPLIFT AT GARAGE AT GARAGE SLAB AT S.G.D. mz &PXqT/ EXPfeNDED6LA81IR' ' CURBHEI b A SHOWER RECESS FOOTER .E�NDED FOOTING CIO DR `J SCALE4n 0 cALe: 1/2 -1 -0' scALE: 1n'=r-®° SCALE- r=r-0 z; (U "5 REBAR VERTICALLY W/ GONG. \ CONC. Fwlx W/ i'x&' WL4XA40 LLLLn _- POURED CELL SEE ENERGY LADE FOI'S"f8 FOR = :a °., FAr 6-MIL POLY ETHYLENE VAPOR INSULATION R-VALUESTARDER GN DELL -COMPACTED CLEAN PILL MR'"I'E 'R=ATYE\ &HALL BE TEXTURED FINISH BORA-CARE @' CM i (Z) rb MBAR ON CHAIRS a Irz' GYP. WL. Bp. U AB AT GARAGE GROUTED BOND BEAM VARIES PER ELEV. n - WOOD BASE TIE VERTICAL MBAR 19SERVICE DOOR TO HORIZONTAL u2 =r-a ®'.p' FIN. FL1R E REBAR W/ 10• HOOK z TIE VERTICAL REBAR TO HORIZONTAL . a GROUTED BOND BEAM _ � REEUAR W/IV- HOOK NOT USED GAWK AN e ° ° a °° - VARIES PER ELEV. ? O TOP ° . ° e ' . CONC. REINFORCED UJ/ 6'X6' 14 ° ° , ° a ° . i ° A _ T vARIE6 PER ELEv. , L4XIMA OF OR FIBERMESH ON 6-MIL. VAPOR RETARDER ON ° L a a° �O a ueLL-GOMPACIED CLEAN FILL. 1 r'y NOT USED - GROUTED BOND BEAM _ TERMITE TREATMENT TO BE POUND LIN .! J I;• _-VE 1 I C MORA-CARE APPLIED At ,:y, @' CN1U L DINE m Q oy( REBAR ON CHAIR& ,:2X WALL p b° Pvc CHASE 'rHRl FOOTING°I-STORY(4)VXr' ANCHOR BOLTS w (4)14'XT•--^-IA' DRYULat.LJ-BOLTS MN. 5• EMBEDMENT W12•W'XI/8' / !2) •3 REBAR CHAIR&°° WAS-IIER AND NUT SPACED EVENLY RiQ01`I UIOOD BABY 2-STORY a I OOR TO BOND SEMI. SET IN JONT6 !3) 9 REBAR cN CHAIRS - 2 —STORY FOOTING PRIOR TO FILLNG.(SLEEVED ANC4MIN 1 W BLOCK WALL a./INT.SOLD POUR RAME WAABLE W T) C/ 1, 4 TO scA�E< 1n"=r-0' 15 BLOCK WALL CONNECTION n (1URRcE AR v Rr1GALLY W CONC. SCALE: V1'.P-0' . a. SEE ENIERrxY cORE FORMb FOR e ° a' INSULATION R-vALUEB @, O U a GLEANOUt REOUIRkP a CLEANOUT REOUIRER WAS - LINE THRU BLOCK FORNBPEGTIGN a FOR INSPECTION 1n• GYP. W_. BP. z z _® z WOOD RAGE F L a ° .. NOT USED La w 4' CONC,1�"'". W/ 6'xb' Y"A>WAO WU`T ry Q z ON 6-MIL POLY ETHYLENE VAPOR z ( RETARDER ON WELL-CO'IPACIED GLEAN 0'-01 FIN. PL1R 0'-0' FIN. FLR z ( FILL TERMITE TREATMENT SHALL BE A p BORA-GAINE - tit VERTICAL REBAR ° TIE VERTICAL REBAR (1) OD €BAR SET N SIMPSON 4*4 °.I &.. -' ° ° ° ° °a ° t0 HORIZONTAL ° ° °a ° ° 0 HORIZONTAL z STRENGTH EPDXY 6' EMBED. MR I . (2)'b I�AR • 1-BtOR`Y .. . (3) r5 R_BAR • 2-STORY °. RIEDAR W/ UD' HOOK MBAR W/ "A' HOCK ° a Q OUT6IDE MBAR t0 BE ro 6' PVC• Ck AW tHR1 FOOTING zl t �• �� CONTINUOUS . ° 41 aoNa. REINF. W/ 6'x4=' WIAXWL40 a LqPPED W p BEAM ° ° WWM oN RETARDER POLY ETHYLENE ° a HORIZQNTAL/VERTICAL VAPOR RETARDER ON (1) re REDAIR AT CORNERS z I -wow " • . • WELL -COMPACTED CLEAN FILL a° a W/ 25' LAP MN. 0 4" e" 4" TERMITE T�ATMENT 64ALL BE 14 r2) PJ REBldi ON CNAMF6 BORA-CARE (3) b IEBAR ON CHAIRS 2'-I' MIN. LAP HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR PIPE THROUGH KvN1 REINFORCING F BEARING CHANGE 1—STORY FOOTING A OMITTED DOWELS R REBAR LAP AT FOOTING TYP. REBAR LAP W/ BLOCK WALL E''R'='' ®' C AT LINTEL CORNERS D sra SCALE: la'=1'-01 ALL EXTIERIOR F'007F!F?S AT F']CWIS SLAB'S To B7E MIN. 12" BEL©W TU W ID ISTURBE7D SOIL, CONTROL DATE: 07/01/15 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.a bdesigngrou p.com AA #: 0003325 SUBDrV. So LAYk: CREEKSIDE LOT# 115 mw �liga l MODE a 4EBB %828—CALI" GARAGE G: RIGHT PAGE: MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA :i'm 3/29/17 1 SAC 1/4"=1'-0" 1 2x4 BLOCKING BETWEEN TRUSSES FIBERGLASS SHINGLES OVER WHERE "X" BRACING IS PRESENT 030 FELT PAPER INSTALLED PER FBGR R90521 ON �J," OSB. --- FIBERGLASS SHINGLES 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR �" GDX PRE-ENG GABLE TRUSS OVER 030 FELT PAPER AT FIRST FIVE BAYS 4'-0" O.G. PLYWOOD SECURED PER FIBERGLASS SHINGLES INSTALLED PER FBGR (AT SHEATHING SEAMS) FASTENER SCHEDULE —CONT. 2x4 RAT RUN SECURED W/ OVER 030 FELT PAPER R90521 ON 1416" O.S.B. fiYf=. (2) 126's aEACH TRUSS INSTALLED PER FBGR I, o.H. TO BE INSTALLED a MID. POINT R9052.� ON 6" OS.B. SHEATHING OR GDX --. PLYWOOD SECURED PER MTL. DRIP EDGE OF TRUSS SPAN, OR 10'-0" O.G. FASTENER SCHEDULE STIFFBACK AT ALL UPRIGHTS MAX. SHEATHING GDX PLYWOOD SECURED 2x4 OR 2x6 FASCIA PER PER FASTENER OVER 4'-10" HIGH (SEE SEALED ELEVATIONS SEE ENERGY CODE FORMS FOR SCHEDULE ENG. FOR SIZE AND CONDITION) VENTED ALUM. SOFFIT INSULATION R-VALUES C I" GYPSUM BOARD OR I" HIGH fiY�. PRE-ENG WD. TRUSS 24" O.G. STIFFBACK AT ALL STRE TH GL. OA I GE G B RD MTL. DRIP EDGE i � �� SEE ENERGY CODE FORMS FOR MAX. UPRIGHTS OVER 4 -10 _ PRE-ENG TRUSS - INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER C% r .'; 3 HIGH (SEE SEALED ENG. ELEVATIONS FOR SIZE 4 CONDITION.) x4 I R MTL. DRIP EDGE " GYPSUM BOARD OR ? HIGH - CONT. 2x4 RAT RUN SECURED W/ J VENTED ALUM. SOFFIT OS.B- SHEATHING H 'GDX STRENGTH CLG. BOARD (2J 12d s g EACH TRUSS g 24 O.C. a INTERIOR KNEE G T SS PLYWOOD. ATTACHED PER ALL . PRE-ENG. ABLE RU 2x4 OR 2x6 FASCIA PER ELEVATIONS GONG. FILLED LINTEL BLK W/ (l) WEEP SCREED SEE ENERGY CODE FORMS FOR FASTENER SCHEDULE ON SHEET p2 Pro REBAR CONTINUOUS INSULATION R-VALUES OR TL ZIP SHEATHING SYSTEM GONG. FILLED LINTEL BLK W/ (I) VENTED ALUM. SOFFIT (SEE DETAIL 5/D3) - (INSTAALLED PER MANUF. SPECS.) EMBED. SCRAP VERIFY T 2X6 P.T. SECURED TO 5/8" GYPSUM BOARD OR 1/2" 05 REBAR CONTINUOUS PRECAST LINTEL MASONRY w/ I/Vx9" A.B. HIGH STRENGTH CLG. BOARD 1/8" THICK, 3 GOAT PORTLAND W/ TRUSS PLAN o.14 SEE ENERGY CODE FORMS FOR w/ 2" DIA. WASHERS, T IX2 FIRE -STOP CEMENT PLASTER OVER PRECAST LINTEL INSULATION R-VALUES MIN. EMBEDMENT WITHIN EXPANDED GALV'D METAL LATH WINDOW ATTACHMENT AS PER 8' OF EA. END, 32" O.G. SEE ENERGY CODE FORMS FOR ON FORTIFIBER JUM50TEX GRADE WINDOW ATTACHMENT AS PER MAX IN FIELD. INSULATION R-VALUES 'D" PAPER OVER TY MANUFACTURES SPECIFICATIONS I%` THICK, 3 COAT MANUFACTURES SPECIFICATIONS BUILDING WRAP (REF T PORTLAND CEMENT PLASTER APPLIED WINDOW ATTACHMENT AS PER STUCCO SPECS FOR co DIRECTLY TO MASONRY GONG. FILLED LINTEL INFORMAL NJ PRECAST SILL PRECAST SILL BLK SW/ 11) REBAR MANUFACTURES SPECIFICATIONS OR 1/16" TIP SHEATHING SY M CONTINUOUS (INSTALLED PER MANUF. SPECS.) ll) +'5 REBAR VERTICALLY W/ (1) 15 REBAR VERTICALLY W/ GONG. POURED CELL PRECAST LINTEL PRE -CAST GONG. SILL WEEP SCREED Ix2 P.T. FURRING STRIPS A 24" O.G. (SEE DETAIL 5/D3) GONG. POURF_D CELL We' THICK, 3 GOAT Ix2 P.T. FURRING SCRIPS 16" D.G. PORTLAND CEMENT SECURE GABLE TO 2x6 P.T. �- Ix2 P.T. FURRING SCRIPS a 16" O.C. `— PLASTER APPLIED I/2" GYP. WL. BD. PLATE W/ 126's 8' O.C. MAX 8" GMU 8' GMU DIRECTLY TO MASONRY WOOD BASE I/2" GYP WL BD I/2' GYP. WL. BD. CI) "5 REBAR SECURE 2x6 PT. PLATE TO BLK W1 WOOD BASE VERTICALLY W/ GONG."x9" ANCHOR BOLT W/ 2' WASHER WOOD BASE POURED CELL EFOXY- SET IN MEMBEDI MIIN 032" OC IY 8 CMU MAX. ? p ss" THICK, 3 COAT PORTLAND a CEMENT PLASTER APPLIED - DIRECTLY t0 MASONRY ` <1 fl L S� 1—STORY �o ': r . �� GABLE BLOCK~ 1--STORY GABLE NOTE: 1—STORY (DIFALES WALL W/ VAULT CLG. P 5 T A 2"A (2)LAYEROUNDERLAYMENT 4"=1'-0" SCALE: 3/4"=1'-®" 3 BLOCK WALL SYSTEM IS REQUIRED.F=OR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYt-LENT IS SCALE: 3/4"=1'-0" PERMITTED BUT MUST BE PER A5TM D226 TYPE II, ASTTl D 486S TYPE ICU, OR ASTM D rort51 2x4a 2x4a SECURE To BLd-K 2 � BEGur, TO BLOC uN.i 2X6 P.T. SECURED t0 IX4 DIAGONAL B TAPGONS OR DTQIVE PIN SECURE TO BLOCC W/ i(`' MASONRY w/ 1/2"x9' A.B. w/ CHORD BRAGINCx. (MIN. SHANK SIZE .145 TAPGONS OR DRIVE PIN (MI S oR DRIVE PIN MIN. HEAD SIM .3� lMIK:HANK sIYE .I4a AAUC sIM .145 2" DIA. WASHERS, 7" MIN. SEE PLAN FOR MIN. HEAD size 3oo a' CMU EMBEDMENT WITHIN S OF LOCATION MIN. EMBEDMENT 1 Y%) MIN. HEAD SIZE 300 MIN. EMBEDMENT I Y%) NOTE: STRUCTURAL 2X MUST BE K' DRYWALL PRE-ENG'D WOOD WITHIN 8' EACH END < NOTE: STRUCTURAL 2X MUST BE MIN. EMBEDMENT 1 Ya') NOTE: STRUCTURAL 2X MUST BE WITHIN 8' OF EACH END t Oµ OUTSIDE t SECURED 1'k4' OR I'X2' P.T. NAILER EA, END, 32" O.G. MAX IN TRUSS (TYP) 24' 8' CMII w O.G. MAX:PAGING- WITHIN 8' OF EACH END t FIELD. _LrK' DRYWALL ON OUTSIDE + SECURMO THROUGH 18' O.C. MAX SPACING OUTSIDE < SECURED 8' OG MAX SPACING THROUGH NON-STRUCTURAL ib' Ix4 P.T. OR 94'X4' MIN. SECURE THRU O.C. MAX 2X6 NON-STRUCTURAL %' TAPCON THROUGH NCN-STRUCTURAL )6' 2X6 TAPCON MIN. I-Ys' EMBEDMENT I'X4' OR I'X'J' P.T. NAILER �2_s�' 2xb� ❑ FRAME < EMEND I i% INTO BLOCK W/ SIMPgOPt SECURE TO BLOT MIN I-Y% EMBEDMENT INTO INTO BLOCK. MIK IA' EMBEDMENT SECURE t0 BLOCK INTO BLOCK. Ix4 P.T. OR $'%X4' MIN. TAPCONS OR DR1� PIN BLOCC SECURE t0 BLOCK INTO BLOCK W/I-I/4' tAPGONB OR �G,' TAPGONS OR DRIVE PIN SECURE THR! FRAME t (MIK SHANK SIZE .145 Wn-%' TAPCONS OR DRIVE PIN ® lMIK SHANK SIZE J45 8 BETA-tb EXTEND I-Y% INTO BLOCK >pp DRIVE PIN MIN HEAD SIZE 300 (TYP) VERIFY ® MIN. HEAD SIZE - ' CMU (MIK SHMUC SIZE .148 W/ %' TAPCONS OR DRIVE MIN. EMBEDMENT, 1 Ya') DRYWALL (MIN SHANK SIZE .145 a' CMU MIN. HEAP STYE 300 8' CMU MIN EMBEDMENT 1-Y% W/ TRUSS PLAN PIN WITHIN B' OF EAcT1 END t MIN HEAD SIZE 300 'DRYWALL WITHIN 8' OF EACH END t Is' OL. MAX (MIN. SHANK SIZE .145 'X4' OR I'XJ' P.T. NAILER 'DRYWALL MIN. EMBEDMENT I Y%) SPACING 18' O.C. MAX SPACING. MIN EMBEDMENT I Y') 'X4' OR DO P.T_ NAILER WITHIN B' Op EACµ END t I'X4' OR I'X2' P.T. NAILER MINHEAD SIZE 300 2k&.� ❑ WITHIN 8' GP EACH END 1 ❑ I8' OL. MAX SPACING:. VWI"��OiN IB'OL. MAX SPACING.T6' OF EACH END t SECUI� 70 BLO!-K W/2'�)(`' 'OS$. X 4'MIN. 2XSm SECUR ]{y' OS$. X 4' MIN.'L7APGON6 OR Df@IVE PIN DOR CASING SECURE TO BLOCK W/1-1/4' DOOR CASING (MIN. SHANK SIZE .145 SECURE TO BLOCK w/J-'14` DOOR CASING TAPGCNS OR DRIVE PIN DOOR CASING DOOR JAMB OR WINDOW OR TAPCGNb OR DRIVE PINMIN. HEAD SIZE 300 DOOR JAMB OR WINDOW (MIN. SHANK SIZE .14.t DOOR JN`18 OR WINDOW ATTACH TO IX PER MANUrACTUPiES DOR JAMB OR WINDOW MIN. EMBEDMENT I Y<') ATTACH i0 2X PER (MIN. SHANK SIZE J45 DOOR JNMB OR WINDOW MIN. HEAD SIZE 300 ATTACH t0 ZX PER DETAILS. ATTACH TO 2X PER WITHIN 8' OP EACH END + MIN HEAD SIZE 300 ATTAG-4 t0 2x PER MANUFACTURES DETAILS. 18' O.G. MAX SPACING. MANUFACTURES PETALS. MIN EMBEDMENT I Y%) MANUFACTURES DETAILS. MIN. EMBEDMENT I Y4') MANUFACTURE-S DETAILS. ., WITHIN S' OF EACH END t WITHIN 8 OF EACH END t NOTE, SHIM AS NEEDED TO PLUMB NOTE. SHM"I AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB 18' OL. MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB 18' Of, MAX SPACING. JArm (DO NOT EXCEEDY!) JN"IB (DO NOT EXCEEDY4') l JATTB (DO NOT EXCEED A') JAMB (DO Nor EXCEED Y4) JA M IS (DO NOT EXCEED A') DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK 4-1-15118" DOOR JAMB TO BLOCK +3" DOOR JAMB TO BLOCK +3-7/18" DOOR JAMB TO BLACK +3/4 OR +5/4 WIMLDOW TO BLOCK +3/4 OR +6/d C, WINDOW TO HIACK +1-I6 18" iL\ WIIiDOW TO BLACK +3" G. WINDOW TO BLACK +3-7 18" %i WINDOW TO HIACK +3/4 OR +5/4 : 3/8 = -0 SCALE: 3/B'=1'-0 R SCALE: 3/8 ='-0' BGALE- 3/8'"1'-0' 2X4:- SECU SECURE To BLOCK W/ Vw' 2X4:- SECURE To BLOCK WPIN 2k4� SECURE TO BLIX,.K W/ IN (MIN. OR DRIVE PIN SECURE Tp BLOCK PI 114, TAPCONS OR DRIVE PIN TAPGON9 OR DRIVE PIN (MIN. SHANK M .10 (MIN. OR DRIVE PIN "�„1 GONG. POURED MIN SHANK SIZE .145 MIN. HEAD 61XE 300 RTIK aFdNJK SIYE .14a MIN. HEAD STYE 300 MIN. SHANK SIZE ) V MIN. EMBEDMENT I Y4') WITHIN MIN. HEAD SIZE 300 MIN. HEAD SIZE 300 0 "�.,, LINTEL COURSE MIN. EMBEDMENT 1 Al) WITHIN MIK EMBEDMENT I Y4') WITHIN 0' OF EACH END t 18' O.C. NOTE: STRUCTURAL 2X MUST MIK EMBEDMENT I Y4,) µOS; STRUCTURAL 2X MUST a' OF EACH END + 18' OL. MAx SPACING. WITHIN 8' OF EACH END t e' OF EAC44 END + la' O.C. NOTE: STRUCTURAL 2X MUST BE ON OUTSIDE t SECURED BE ON OUTSIDE t SECURED MAX SPACING. 2X6:® 18' O.G. MAX SPACING. MAX SPACING. THROUGH ON OUTSIDE +SECURED SECURE t0 BLOCK THROUGH NON-STRUCTURAL 2X6 THROUGH NON-STRUCTURAL 2X6:m 2X6 THROUGH NON-STRUCTURAL �((,' TAPCON MIN. 1-4' SECURE TO BLOCK WR-%' sEGW� TO BL00K W/2 %' %' TAPCON MM IA' uu2-i4' TAPGONb OR SECURE -T0 BLOCK W/I-I/4' �M T DMEN MINI. I-B =8 RINe SH.aNK aUN Nay-._= m 4' ac_ TAPO" OR DRIVE PIN TAPGONS OR DRIVE PIN DRIVE PIN EMBEDMENT INTO BLOCK 7APGRJ4 OR DRIVE PIN EMBEDMENT INTO BLOCK ____ _ TO- s BOTTON EraES (MIK SHANK SIZE .10 (MIN. SHANK SIZE .145 EMBEDMENT INTO BLOCK (MIN. SHANK SIZE .I4a (MIN. SHANK SIZE .145 IX4 SYP LATERAL MIK HEAD SIZE 300 MIN. HEAD SIZE -400 MIN. HEAD SIZE 300 9' GMU MIN. HEAD 61YE 300 RE-INFORCING 36' O.G. MIN. EMBEDMENT 1 Y%) WITHIN , _ _ _ _ MIN. EMBEDMENT i Ya) a CMU MIN. EMBEDMENT I Y%) �, D�,,�L MIN. EMBEDMENT' I Y%) 8' C'1U I MAX ®TRUSS BTM. WITHIN 8' OP EACH END + a' CMU 8 OF EACH END t 1- O.C. y�' DRYWALL + WITHIN IOC. MAX PS ACING. rl I'X4' OR I'X2' P.T. NAILER WITHIN MAX SPACING. + Yi' DRYWALL 1 18' O.C. MAX SPACING:. K' DRYWALL MAX SPACING. ❑ _ 2X8:m ❑ I'X4' OR I'X2' P.T. NAILER 2X8� I'X4' OR I'X2' P.T. NAILER 2X8:® 2ND 2X SECURE TO I'X4' OR I'X2' P.T.P.t. NAILER CHORD, SEGO / 3 0 SECURE TO MOCK W/2-i(r' OOR CASING SECURE TO 15LOCK W/2-%' COR CASING SECURE TO BLOCK STRUCTURAL MEMBER SECURE t0 BLOCK WA-1/4' ❑ ' P.T. X 4' MIK NAILS '6 EA. TRUSS tAPCONS OR DRIVE PIN W12-fit' TAPCONS OR ENl2 4 WITHIN B' r- EACH TAPCONS OR DRIVE PIN OOR CASING CHORD SECURE TO DRIVE PIN pRVE PIN END + b' TO 8' O.C. MAX (MIN. SHANK SIZE J45 (MIN. SHANK SIZE .145 (MIN. SHANK SIZE .10 MR HEAD SIZE 300 DOOR JAMB OR WINDOW MR HEAD SIZE 300 DOOR JAMB OR WINDOW (MIN. HEM SIZE 3 0 D e 0R WINDOW M K HEAD GABLE END B R AC I N G TTAGH.TO 2X PER MIN. EMBEDMENT 141) WITHIN ITACH TO 2X PER DOOR JAMB X WINDOW 8'1 OF EACH END N. EmamEDMMENT 1 18' or_. MANUFACTURES DETAILS. B' OF EACH END t IB' OL. MANUFACTURES DETAILS. Mil EMBEDMENT 1 Y4') TTACH TO 2X PER WITHIN 8' OP EACH END t ATTACH TO ZX PER WITHIN 8' OP EACd END + MANUFACTURES DETAILS. is' O.G. MAX SPACING. ANU'♦=AC'fUT S DETAILS. SCALE: I/2 - I 0 MAX SPACING. : SHIM AS NEEDED t0 PLUMB MAX SPACING. NOTE: SHIM AS NEEDED TO PLUMB Is' OL. MAX SPACING- NOTE: SHIM AS NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB z JAMB (DO NOT EXCEED YV) JAMB (DO NOT EXCEED YV JAMB (DO NOT EXCEED Y%) JAMB (DO NOT EXCEED )w DOOR JAMB TO BLOCK +i-1//2" DOOR JAMB TO BLACK +2 ��" DOOR JAMB TO BLACK +3" DOOR JAMB TO HIACK +3 3/4" "a- inl WINDOW TO BLOCK +1-1/2' WINDOW TO BLOCK +2 1/4 (V WINDOW TO BLOCK +3" iv1 WLNDOW TO HIACK +9 3/4" m Y SCALE: 3/8'•I'-0' '� SCALE: 3/8'=1'-0' '"• SCALE: 3/8'=1'-0' "SCALE: 3/8'=I'-0' y fl FASTE(VER SCHEC7ULE ,b U- NAIL REQUIRI=M�NT5 TOP CORD BLOCKING: AT 4' w Qz t � DIAFM�l-' USE i/16" O.S.S. OR 1/2' CDX PLY WITH 06 RING SHANK GUN NAILS AT 4' O.G. AT SUPPORTED PANEL EDGES AND 08 RING SHANK GUN NAILS AT 6' O.C. AT INTERMEDIATE SUPPORTS. SEE DETAIL SIZE HEAD LENGTH DIA. ENSILE STR O.G. MAX. IN FIRST 2 FRAMING - TYP. EXT. SHEATHING ATTACHMENT a SPACES G D. FOR SHEAR #UPLIFT COSJ3. TO BE STRUCTURAL m ° RAFTER OR TRUSS GRADE) CONNECTORS FROM STUD TO PLATE ARE s ----\ z +OPENINGS Qzj ff 08 2' DECK SCREWS ®6'-8' O.G. MAX ®EDCsES t 12' OG. z w ni c 8d ROUNp11OpIFIEP OR T I T/8" 113 170fd00 106 ROUND MODIFIED 2 I/8' @8 10000 R(3r-P AWPATWINr T(7 rvAM P F•NM FRAME OR T ROOF SHEATHING-� NOT RECdIJIREp EXCEPT 8 II w MAX IN FIELD. UNTHREADED n 7 w •8 RINCs SWANK GLLN Ndll_S USE 08 GUN NAILS to 4" O.G. NOTE: NAILS TO BE MFG. BY MEMBER OF INT. _ V ° SHANK TO EXTEND BEYOND' z ° ® 6' O.G. IN FIELD STAPLE, NAIL i TOOL ASSOCIATION ui THICKNESS OF SUB -FLOOR EXTERIOR SHEATHING I. 0.113 INCH NOMINAL SHANK DIAMETER J- "— z : SHEATHING USE 1/2' GDX OR 1116' OSB PLY WITH 08 RING SHANK GUN NAILS AT W O.G. AT 2. RING DIAMETER OF 0.012 OVER SHANK DIAMETER ~ PANEL SIDES AND 08 RING SHANK GUN NAILS 4' O.G. TOP 4 BOTTOM J 3. I6 TO 20 RINGS PER INCH �- PANEL AND 08 RING SHANK GUN NAILS AT 6' O.G. AT 4.0280 INCH FULL ROUND HEAD DIAMETER ROOD SIEAiIINCx LAYOUT INTE SUPPORTS. SEE DETAIL AND ND� J- SR �G IN OR 7/16/I6" ZIP TIP SHEATHING: SYSTEM (INSTALLED PER MANUF. SPECS.)5. 2 INCH NAIL LENGTH I TYP. 3/4" TOG SUB -FLOOR PECKING GLUED TO TYP. EXT. SHEATHING ATTgC}.7MENT FOR ROOF NOTE: RING SHANK GUN NAILS SHALL SE PER`TITTED AS AN BUILDING: LENGTH �. I=cR G,45LE rzND r-R INCH -- ALL EXPOSED MEMBERS SHEATHING: (OS.B. TO BE STRUCTURAL GRAPE) ACCEPTABLE FASTENER FROM ANY MANUFACTURER A R C H IT E C T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 opm N cnl d) V w O � F 0. � w A (L h r A � r- 8VHD1V. de LOT: CREEKSIDE LOT# 115 PROJECT# 04321.000 MODET A 4EBB /,� " 18 2 8—C�A�gL�/I�" GARAGE 87 MGoo RIGHT PAGE: SHINGLE MONO. SECTIONS & DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA 3/29/17 1/4"=1'-0$1 FIBERGLASS SHINGLES OVER "30 FELT PAPER INSTALLED PER FBCR 2x4 BLOCKING BETWEEN R905.21 ON r' O.S.B. TRUSSES At FIRST (5) FIBERCsLASS SHINGLES OVER PROVIDE EAVE SHEATHING OR �" CDX BAYS 4'-0" O.C. (AT 030 FELT PAPER (OR BAFFLE OVER THE TOP PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAMS) APPROVED EQUIVALENT) ON OF INSULATION FOR PER FASTENER EM53=D. STRAP 030 FELT PAPER INSTALLED 0.5.5. SHEATHING OR i" CDX CLEAR VENTILATION SCHEDULE VERIFY W1 TRUSS PER FBCR R905.21 ON J' PLYWOOD SECURED PER PER FBEEG R402.2-3 PRE-ENG WD. TRUSS — PLAN O.S.B. SHEATHING OR J" CDX FASTENER SCHEDULE 24' O.C. MAX. PLYWOOD SECURED PER FASTENER SCHEDULE PRE-ENCx TRUSS MTL. DRIP EDGE SEE ENERGY CODE FORMS MTL. DRIP EDGE 71'P PRE-ENG WD. TRUSS MTL. DRIP EDCsE SEE ENi=RCx1' CODE FORMS WOOD SHEATHING FOR INSULATION R-VALUES 2X4 OR 2X6 FASCIA a.H. 24' O.C. MAX. 2x4 OR 2x6 SUB -RAND FOR INSULATION R-VALUES. 2x4 OR 2x6 FASCIA 5/8" GYPSUM BOARD OR v2" PER ELEVATIONS" GYPSUM BOARD OR WRB LAYER MI, PER ELEVATIONS PER ELEVATIONS HIGH STRENGTH CLG. BOARD 2tm CONT. 2x4 RAT RUN SECURED HIGH STRENGTH CLG- STUCCO WRAP W/ (2) 12d's • EACH TRUSS VENTED ALUM. SOFFIT WRIS LAYER n, FORTIFIBER 0„ DOUBLE ToF PLATE VENTED ALUM. SOFFIT BOARD VENTED ALUM. SOFFIT r ' TY�. WINDOW HEADER SIZE VARIES I/2" CDX OR �/16" OSB SEE ENERGY GODS FORMS FOR BUILDING PAPER o.N. PER WINDOW OPENING SEE INSULATION R-VALUES 1,0000 UPLIFT METAL LATH SECURE TO WALL PER SIMPSONFASTEN TO HEADER SPAN CHART FOR 5/8" GYPSUM BOARD OR CONNECTOR 5P2 a EA. MEMBER ® 1" O.C. MAX STRUCTURAL FASTENER SCHEDULE 1/2' CDX OR 1116' 0SB DETAILS I/2" HIGH STRENGTH CLG. ZX8 STUD t/8 TEXTURED SECURE t0 WALL PER ON SHEET D2 BOARD FINISH SYP *12 FINISH ® WOOD FASTENER SCHEDULE WINDOW ATTACHMENT AS PER OR 1/16 ZIP DBL TOP ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEATHING SYSTEM ON TOP PLATE "M' TYPE CONTROL JOINT OR 1116' ZIP WINDOW SILL (INSTALLED PER WINDOW HEADER SIZE VARIES PLATE FRAME TO BLOCK SHEATHING SYSTEM MANUF. SPECS.) PER WINDOW OPENING SEE CONNEctION SEE DETAIL 2x6 STUDS • 16" O.C. MAX W/ HEADER SPAN CHART FOR ZIP SHEATHINGS 15/DI (INSTALLED PER INSUL., SEE ENERGY CODE DETAILS SYSTEM (INSTALLED z" DRY WALL �' METAL LATH SCRIP MANUF. SPECS.) FoRP?S FOR INSULATION ° WINDOW ATTACHMENT AS PER PER MANUF. SPECS.) � pfA ANCHOR SOLI 6' WIDE STRIP SELF �. ADHESIVE FLASHING, GLEAN R-VALUES MANUFACTURES SPECIFICATIONS ° 1 1 —MASONRY BEFORE APPLYING �/8" THICK, 3 GOAT �/8" THICK, 3 GOAT OR AT I(o O.G. MAX WITH � CEMENT PLASTER' T E G SUBFLOOR GLUED AND CEMENT PLASTER WINDOW SILL WALL EMBEDMENT AND 2" ;; TEXTURED APPLIED TO METAL SCREWED AS PER FASTENER APPLIED t0 METAL 2x6 StU175 • 16" O.G. MAX W/ DIA. WASHER "" FINISH • MASONRY LATH OVER Z LAYERS SCHEDULE ON SHEET D2 LATH OVER 2 LAYERS INSUL., SEE ENERGY CODE SHEATHING - a' CMU „ OF GRADE Dn OF GRADE 'D" - FORMS FOR INSULATION 2x8 SYP 02 "ON PI BUILDING PAPER OR BUILDING PAP1=R OR ` R-VALUES WOOD STUDS"- m /�,, X PAPER BACKED LATH PAPER BACKED LATH U VERTICAL CONTROL OVER AN APPROVED OVER AN APPROVED SCREWED AS PER FASTENER D AT 12" O.G. MAX�p HOUSE WRAP HOUSE WRAP LSCHEDULE ON SHEET D2 BETWEEN2 DISSIMILAR 2x8 P.T. SYP * r O SOLE PLATE (1) COURSE TIE: -BEAM ATERIALS �/% POURED SOLID WITH -I DETAIL 5 PRE-ENG F TR S Z CONCRETE. (1) 05 SCALE: N.T.S. (INSTAL . s Ecs.J C z RESAR HORIZONTALLY GONG. FILLED LINTEL " PS OR HIGH Imo, 0 4 ��`. �� 3/4" T G SUBFLOOR CxLU=p BLK. W/ lU Ea RESAR RE t c . BOARD DETAIL 5— \ WEEP SCREE PRECAST LINTEL AND SCREWED AS PtR CONTINUOUS IX2 N ER/DRAFT Stop PRE-ENG FLO SS z to ASTM 92ro-C 63 C: FASTENER SCHEDULE ON (INSTALL PE s.) (SEED I 2/D ? WINDOW ATTACHMENT AS SHEET D2 —„ GY Z to _ PER MANUFACTURES SEE ENERfsY CODE FORMS HIG St ��. BOARD loll _ SPECIFICATIONS FASTEN 2X4 RIBBO CF FOR INSULATION R-VALUES I NAILS RAFT stop p GMU) W/ C5) 12d NAILS EA 1L PRECAST SILL S PRECAST LINTEL C C. FILLED LINTEL BLK W/ ct w O.G MAXRIN 16 PR Cs FLOOR TRUSS WINDOW Att AGHMENt AS PER "5 RESAR CONTINUOUS Z �/ I" IINDOW ArrA S MENT SPECIFICATIONS LLI CONCRETE ( INS L P MFCs. SPECS.) SEE ENEtaGY GODS FORMS jk z POURED CELL, Ix2 P.T. FURRINGx STRIPS THICK, t O a� 16" O.G. FI ED LINTEL SLK W/ PORTLAND ENT PRE -CAST CONCRETE SILL FOR INSULATION R-VALUES O VERIFY PER PLASTER A PLIED PRECAST LINTEL L1 Q PLAN. allCMU CI RESAR CONTINUOUS DIRECTLY TO (1J "5BA� VERTICALLY Z MASONRY WINDOW ATTACHMENT AS PER J 1/2 GYP. WL. BD. \ RIBBON W/ GONG. POURED CELL O R-4.1 Y' 5/8" THICK, 3 A MANUFACTURES SPECIFICATIONS Q . Ix2 P.T. FURRING V INSULATION (1) 04 CONTINUOUS REGAR PORTLAND CEM T PRE-CA$t CONCRETE SILL (� ,FASTENING DETAIL STRIPS • 24" O.C. PLASTER APPL D -P WOOD BASE E ) a' CMU SCALE: 3/4" =1' , 0" DIRECTLY TO (1) "5 REPAIR VERTICALLY 4 0 a ° 1/2" GYP. WL. BD. MASONRY W/ GONG. POURED CELL m z 4 RESAR 48 LONGS WOOD BASE Ix2 P.T. FURRING Q I� Z C1 W/6 HOOK 24 C.C., ? 0'-0" STRIPS • 24" O.C. O r MIN. 24" IN SLAB ROOF TRUSS uPLII r 1 i FIN. FLR 8' CMU - l°1 2'-�" (MIN. SHOWN FOR F CONNECTOR NOT LLII/2' GYP. WL. BD. IN 5LAS) CLARITY DwSEE Q , z q WOOD BASE OL 0'-0' z a �a ' a 0 4`� FIN. FLR WALL 4 3 1/2" CONC., RE:INF. W/ 61x6" • • a W1.4XW1.40 WWM ON 6-MIL exTeRIOR WALL SECTION POLY ETHYLENE VAPOR s�EaTHiNO (SE ) �+ FASTEN EAGI-4 STUD 2—STORY WOOD p ° • RETARDER ON W/ DBE. top PLATE ., ' �-� W/ USP SPi'Z4 NAIL 2—STORY WELL -COMPACTED CLEAN PER MANUF. SPECS. WAIL WALL FRAME TO FILL TERMITE TREATMENT SHALL BE BORA-CARE SECTION 2 SECTION LOCK WALL ° 2'-�" (3) W5 RESAR CONTINUOUS SECTION IO TOP 1 °= B OF EXTERIOR WALL SCALE: 3/4 -1 -0 SCALE: 3/4'=V-011 ON CHAIRS ,�- SCALE: NTS� FIBERGLA55 SHINGLES FIBERPsLASS SHINGLES OVER 030 FELT PAPER PRE-ENG GABLE TRUSS OVER 030 FELT PAPER INSTALLED PER FBCR PRE _ENG GABLE TRUSS NOTE: EXTERIOR WALL STUDS PLACA STRAPS SPACED SPF STIFFBACK (SEE SEALD TRUSS INSTALLED PER FBCR AND FASTENED AS SPF STIFFL3ACK (SEE SEALD TRUSS DIAGONAL BRAGS • (WALL SHEATHINGS NOT R905.2.� ON 0.5.5. J" O.5a 3. SHou: t FOR CLARITY) SHOWN WITH O T R90$.2.� ON ENG. PACK FOR SIZE < CONNECTION) ENG. PACK FOR SIZE r CONNECTION) CENTER OF TRUSS ADDITIONAL STRAP At SHEATHING OR CDX SHEATHING OR CDx SPAN OR HIGHEST FASTEN STUDS TO BLOCK WALL EACH WINDOW KINGS STUD 2x4 SPF BLOCKING BETWEEN 2x4 SPF BLOCKING BETWEEN WITH USP MSTA48 STRAP WITH PLYWOOD SECURED PLYWOOD SECURED TRUSSES At FIRST (5) BAYS 4'-0„ TRUSSES At FIRST (5) BAYS 4 -0 RIDGE. DIAGONAL FASTENERS AS SHOWN. INSTALL PER FASTENER O.G. (At SHEATHING SEAMPER FASTENER S) O.G. (At SHEATHING SEAMS) BRACE t0 BE ®ANY STRAP • EA. END (uN.o) 4 - - --: (I�+) COMMON NAILS SCHEDULE SCHEDULE „ OR SPACE STRAPS AS FOLLOWS L It MTL. DRIP EDGEI NOTE: GREATER. REFER t0 sew s uD m-14s DIA x I 1/2,MTL. DRIP EDGE DIAGONAL BRACE • 2X4 OR 2X6 FASCIA -IB0 MPH 'c: 32' o.C. PRE- D. TRUSS 24" -- CENTER OF TRUSS SPAN OR ADDITIONAL OR -115� MPH c 48' o.C. HIGHEST RIDGE. DIAGONAL PER ELEVATIONS s� 2X4 OR 2X6 FASCIA O.G. MAX. O. . HORIZONTAL TRUSS TOP of STUD WALL PER ELEVATIONS BRACT= t0 PE • ANY SPAN SECURED W/ l3) NAILS r L$ REINFORCEMENT. SOLE PLATE FILL ALL REMAINING STRAP 15'-0' OR GREATER REFER SEE FASTENER' HOLES W/ 10d NAILS INTO SECURED W/ l3) 12d SECURE TO TO TRUSS ENG. FOR SECURE t0 0 -0„ t0 30-0(U v NAILS TRUSS W/ ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE wooD BAGGING 1/2" CDX OR 1/16' OSB (2) 12d TRUSS REINFORCEMENT. D2 FOR SHEATHING (2) 12d 30'-1' TO (00'-0' (3) DO NOT PLACE SCREW IN SECURE to WALL PER NAILS FASTENER PATTERN NAILS X-BRACE (1) X-BRACE TOP OF TOP HOLE NEAREST TO TOP FASTENER SCHEDULE 0-0" TO 30'-0' (1) 1/2, CDx OR 1/16' OSB • CENTER AND (2) nAsoNRY WALL__ of CMU BLOCK WALL ZIP SHEET D2 X-BRACE SECURE TO WALL PER BRACE DIVIDED cONNEct BottoM of OR �/16° ZIP SHEATHING 30'-I' t0 60'-0' (3) FASTENER SCHEDULE _ SYSTEM (INSTALLED PER X-BRACE (IJ X-BRACE ON SHEET D2 EQUALY FROM CENTER STRAP t0 C I BLocK WALL MANUF. SPECS.) • CENTER AND (2) OR '1/16' ZIP SHEATHING TO END wi CT) sue' PIA. x I-I/4' WEEP SCREED, SEE BRACE DIVIDED SYSTEM (INSTALLED PER - 2-STORY LONG TAPGON MASONRY WALL SCREWS CONT. 2x4 SPF RAT RUN SECURED W/ CONT. 2x4 SPF RAT RUN SECURED W/ EOUALY FROM CENTER MANUF. 3/8' X) GABLE END DETAIL 5, SHEET. D3 (2) 12d's •EACH TRUSS TO END 2X4 W! 3/8' X 5 LAG (2) 12d s •EACH TRt,ISS 2X6 P.T. SECURE W/ (2) 2x4 02 S.Y.P. DIAGONAL BRACE W1 032' O.C. MAX. OR (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ I/2"X9' ANCHOR (3) 12d's • EACH TRUSS DIAGONAL GABLE SIMPSON MSTA-24 • f x) 12d's NGAC COVER 5DIIAGONAs CROSS EXTERIOR STUD WALL CONNECTION BOLT 32 O.G. MAX. X-BRACING TO COVER 5-TRUS5ES X- BRACING 32 O.C. MAX. BRACING NAIL GABLE TO 2x6 „ DBL TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH 8 „_ ,— 1 1 FIRST FLOOR MASONRY WALL 5/8 GYPSUM BOARD OR I/2 HIGH SCALE: 3/4 = I 0 W/ 12d NAILS 6" O.C. STRENGTH CLG. BOARD SCALE: 3/4"=1'-0° 2x STUD 16' Q:C. MAX. STRENGTH CLAS, BOARD SCALE: NTS MAX. ARCH IT EC1'S 1441 N. RONALD REAGAN BLVD.1 LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 SUBDIV. da 3wL0 : CREEKSIDE LOT# I15 MOD IA 4EBB "1828—CALAI" GABAGE G: RIGHT PAGE: SHINGLE MONO. 2—STORY WALL SECTIONS L&NOTJESMPHXP. ARCHITECT: STATE OF FLORIDA JUL 12 DA = 3/29/17 19C :1/4"=1'-0'° -11 c V #NOTE.- NAIL 5l 4EAT4NG TO ALL 2X A5 PER EXT. 5NEATI41NG NAILING, 56 4" C)?rNX EDGE5 4 h"-8" O.C. MAX IN THE I=IELD 2x RIDGE ONE SIZE LARGER SECURE 2x6 MIN. TO BLK W/ (2) "XS' A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SIZE A W/ 2'k2"XI's WASHER AND NUT SPACED EVENLY FROM FLOOR 70 MIN. (3) 12d NAILS OR GARAGE DOOR H IN JOINTS PRIOR TO FILLI lG MIN. (4) 10d GUN NAILS ® DBL. TOP PLATE 2x4 COLLAR TIE AT EVERT OTHER �� DBL. TOP PLATE 2X4 lib"X." O.C. MA RAFTER W/ ---.._ 2X4 16' O.G. MAX. SECURE 2x4 TO 0 ° 0 MIN. (3) 12d NAILS ORHH _-- WOOD W/2-12d a 6'-V MIN. (4) 10d GUN NAILS O.C. STAGGEREp SECURE 2X4 W/ 2-1/4' — SECURE 2X4 W/ 2-�' 2x RAFTERS �� p TAFCON6 OR DRIVE PIN TAPSHA SIZE DRIVE PIN - Ix$ NAILER SECURE TO TRUSSES W/ / (MIN- SHANK SITE .145 MIN. 0 O BELOW R �,,•^' (MIN- 64ANK SIRE 00 MIN. HEAD SITE 300 SECURE 2x4 ON (2) 12d NAILS OR HEAD SIRE 900 MIN. EMBEDMENT I Y4 /IN 9' FLAT TO BILK (3) 10d GUN NAILS EA, TRUSS EMBEDMENT 1 Ya' WAN EA. END NOT E EED W/ CUT NAILS. EA END Not i$ EXGE BT. PLA1 - ISO AX AR�.I- WA ri4 SIDES: ji 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 BT. PLATE 0 VXS" A -BOLTS 4' EMBEDMENT MIN. 0 CREATE VOID FOR STRAP 2x4 SO BLOGKfNG W/ 2'X2'A WASHER AND NUT PENETRATION SECURE SHEATHINGS 1/2, CPX SPACED EVENLY FROM FLOOR TO ROOF DECKING OVER 2 BLOCKING 1/2' COX WITH MN. 2-12d PER BLK GARAGE DOOR HDR IN JOINTS 5E T HEATHING EA. END PRIOR TO FILLING PRE-ENG TRUSSES WITH M 2-12d F'EIR BLK I-2X6 PT BLOCK a CENTER of PRE-ENG. TRUSS EA END EXTERIOR ARCHWAY rc3_1EXTERIOR ARCHWAY - D OR HEADEREMBEu� X�'xss -50LTS o ALTERNATE coNNECTION CONY. FRAMED ROOF 1 WITH WINDOW �- ScaLE: 1n°=r-m' AND NUT. Lj SCALE: V2'=1'-0' MSTA-24 RAFTER TO BLK'G BETWEEN TRUSSES SCALE: I/2'=1'-0' 2X4 SECURED TO 01115 UPLFFI' GAB NG W/(2)126 7 SS NOTES: 0 CONNECTOR VERIFY WJ�I SIMPvOM HTSM20 j- 6' ' ® ALL ANCHORS SHALL BE IN ACCORDANCE TO 2X CU 0 TO MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE FRAMING PLAN ANDW/10 I4d TO TRUSS GAB SUCH INSTRUCTIONS ARE MORE STRINGENT --DOUBLE TOP PLATE APPC(ONS TO CONT W 2)I EA. UPRIGHT RIPPLE STUDS a 16' O.C. GARAGE DOOR TF:E MAX POURED LINTEL BUCK ATTACHMENT HEADER SIZE PER SIMPSON LSTA-12 a EA. JACK " Moe UPLIFT SPAN CHART. STUp, BOTH SIDES OF (2) SIMPSOM HTSM V \ _ u SCALE: I/2'=1'-0" OPENING. INSTALLED ON OPPOSITE BLOCKING CDX PLYWOOD 2x STUD5 a 16O.G. MAX W/ a ' ' FACES OF BLOCK WALL GABLE BLOCKING WA/ 10d TO TRUSS 6 SHEATHING. SHEATHING TO BE �DOOR WITHIN;' of WIN TRUSS DOW/ DOOR TAPCONS TO CONT RA�EEA.R x5ARAFTER '-0" 0F`ENING OPENING OPENING AND SECURE PER POURED LINTEL NAILING SCHEDULE KING STUDS (SEE HEADER H2.6 EA. SPAN CHART FOR DETAILS �F'RE-ENG TRUSS 2x4 RAFTER GRArTER 1, a �• °�� ° AND SPECIFICATION) a 24' O . ° ° a a ° ° ° ° JACKS (SEE HEADER SPAN /-CONTINUOUS 2x4- FRAMING PRECAST LINTEL a CHART FOR DETAILS AND ®BOND BEAM SPECIFICATION) JACK STUD ASSEMBLY TO BE CLQSED VALLEY FLASHING DETAIL FRAMED OVERHANG SECURED ONE PLY a A TIME.USE 12d NAILS, TWO WITHIN 6' N.T.S. N TA ° a FROM EACH END r NO MORE 2X4 DBL. 5P4a32" O.G. MAX 2X9 DBL. 2X4 TOP PLATE THAN @' OL_ STAGGERED TOP PLATE TOP < BOTT Tod PL tE I/2" GLG. BOARD I I ° I/1"x9' AB. MIN. i' \ TAP CONS TO SECUt� TO FRAMING,, NEED MIN I I/2', LESS tHAN EEND ��. MAX.I EACH l—<iIN4PA�TR / 1 t/= WINDOW Must BE TYP. INTERIOR PREFAB '=-FAB 1/2 CLG. BOARD TRUSS PRE FAs SECURED TO BLOCK gt�9_�SCMITI WD FRA SP4 OR H5 • TOP AND TRUE 1/2' CLG. BOARD TMISS TRU55 0' BOTTOM PLATES®EA. FULL TRUSS ANCHOR LENGTH STUD, BOTH SIDES I!2" GLG. BOARD CONT. METAL o OF OPENING:. 12 R TROFIT ® 1/t' DRYWALL- TRACKS, TOP 4 I a S a16' BOTTOM a 2x4 BLOCKS LINE OF SLAB N.TA O.G., U.AN- YYY 1/2" DRYWALL—,,,,1/2" DRYWALL 2X4 CONT. 2X4 WOOD T. STUDS a16" SS SECURE 2x TO BLOCK W/ (2) x3 TAPGONS OR DRIVE PIN "5 REBAR v€RT'- IN CORNER BEAD STRESS O.C„ U.O.N._OCKING 2X4 WOOp CHANNEL SNAPPED SOLID GROUTED CELL SEALANT t BLOCKING STUDS 24' Og� / (MIN SHANK SIZE .146) BACKER ROD MID -WALL MID -WALL SECURE BT. PLATE 57UDS a24' �\ SEP 1/2'X9' 70 SLAB W/ 10d O.G. LAYER Y MIHIN S OF EACH END AND CEMENT THICK 3 COAT STRUCTURAL FOR PLA TO SLAB (q-I: MASONRY NAIL a i]P JMYYY °° APPLIED LA9�ER 8' CMLL SEE W/ 106 MASONRY I/2' DRYWALL2' 1T 32" O.C.MAX AT T D TO EACH 1$ O.C. MAX SPACINGS. DIRECTLY TOIEMENT NAIL a 32' O.G. 2X4- SID a 12' O.C- 1 MASONRY 2x6 P.T. WD MAX SEE FOUNDATION PLATE O ° ATTACHED R FILL CELL AS PER Cm WALL ° PRODUCT GONG. SLAB FOR DETAILS GONG. SLAB GONG. SLABS ° gppROVAL �q• <° ° I -DADS ° • ° e ° - ° ° 4 COUNTY SEE FOUNDIAM e. a o C. SLAB ° 4 ° ° WEATHER STRIP ATION ° e � ° ° I ° a° MOULDING: ALL F DETAILS SP4a32' O.C. MAX ° ° ° ° ° AROUND (BY 1-STORY ° ° ° 4 °a &ALVDOOR MANUF.) 1—STORY 1—STORY 1—STORY TYP.INT. WALL a ° ° K5RAC4TS INT. BEARING WALL INT. BEARING WALL TYP.INT. WALL METAL STUDS a a — FASTENED TO (NO UPLIFT) (W/ UPLIFT) ff(bN�ON—BRG.) NON—BRG.) �oD JArB W/ VrRtI S'EE3OOD JA LACx VERHEAD DOOR SCALE: I!1°=1'_0' �c " SOUS 5RrIGA. TRACK 1' MIN BY OTHERS SCALE: I/2 .I'-0 v SCALE: lfi'=1' !A 6GALE: I/Z .I -0 BY MAUF. SLIDE ARCH WINDOW FRAME FASTENED TO TRACK BRACKETS ROOM SCALD: 3/4"=1'-m" W/1/4'-20XI/2' 13 GARAGE DOOR JAMBS CARRIAGE BOLTS AND LOCK NUTSCALE: S. TRUSS TO WOOD FRAMING SIMPSON MT5-12 PRE-E SSES W/ TRUSS PRE-ENG TRUSS GON TOR RIFY W/ PRE-ENG TRUSS MI PLA DOUBLE TOP PLATE DO LE OP LATE PRE-ENG TRUSSES OR 2x GONTINOUS STRESS DBL. 2X 70P PLATE i CONY. FRAMED RAFTERS SP4032' O.C. MAX /BLOCKING MID WALL 7/16' OSB. - a E TUps a 16, O.C. 2x STUDS a 16' O.G. MAX, OR T/I6' ZIP SHEATHING vN A-ENGzINEEREG7 SYSTEM (INSTALLED PER _ 1155 UAN MANUFSYSTEM (INSTALLED HEADER SIZE PER - SON LStA-12 • EA JACK q' T 4 G SUBFLOOR GLUED 2X BLOCKING • SPAN CHART, STUD, BDTH SIDES OF AND SCREWED OPENING. AS PER TOP CI WYE MT5-12 - rA~ SCHEDULE I/2' GDX = 2x STUDB a I6" OG. MAX W/ R STUDS TO SHEATHING. SHEATHING TO BE OOR STUDS 2X STUDS 16, O.C_ M ° WITHIN }' OF WINDOW/ POOR O.C. MAN M5TA-36 • 32' ZX_BTM. PLA O ING NAILINGSCHEDULESNING CHEDULE RE PER O PLAT3 3/4' FLOnECKING—__—_ � 2X MSTA-36 32' O.G. m KING STUDS (SEE HEADER MAX SPAN CHART FOR DETAILS NGINEERED AND SF'EGIFIGATION) X4 STUDS 16" O.0 FLOOR GIRDER JACKS (SEE HEADER SPAN PRE-ENG FLOOR TRUSS DOUBLE TOP PLATE PRE- ENGINEERED \ _ - r SDID. I T H }" 2X`i J" CHART FOR DETAILS AND D PLY D. TACHED 5TM' FLOOR TRUSS SPECIFICATION) R FAS ER SCHEDULE PLATE �/16" 0513. 2x BLOCKING MI STRESS JACK STUD ASSEMBLY TO ON SHEET D2 TS- BLOGCING MID WALL (: CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK SECURED ONE PLY a A TIME. 6' ZIP SHEATHINGS SYSTEM (INSTALLED PER TEXT. FINf51 1 2x STUDS a 16' OG. MAX, W/ I/4" GAP FROM BLK t0 OSB. USE 12d NAILS, TWO WITHIN 6' MANUF. SPECS.) U.O.N. FROM EACH END 4 NO MORE 1/2' GYP. WL. BD. d HORIZONTAL 2X SP'P. STRUCTURAL BLOCKING AT 2x4 BLOCKING UNDER PERIMETER OF OSB. TO PROVIDE CONT. NAIL PATTERN THAN 12' O.G. STAGGERED WALL STUDS c�� ETA-16 SECURE Bt. PLATE TO SP4 OR H5 a TOP AND BETWEEN TRUSS BAYS W/ PRE-ENCi1NEERr=D 5P4a32' O.C. MAX SLAB W/ }'x9" ANCHOR 0 REMAINING AREA TO BE SHEATHED FROM DBL. TOP O BOTTOM PLATES a EA. FULL (3) 12d's EACH END TRU55 BOLT W/ 2' WASHER SET IN PLATE TO HORIZONTAL BLOCKING. GMU WALL SIMPSON HIGH STRENGTH LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE EPDXY -to EMBED_ MIN. ®SHEATHING a TOP OF WOOD FRAMED WALL TO BE OF OPENING. STUDS a 16, O.G. STAG-03ERED MIN. OF 16' FROM SHEET BELOW SHEATHING TO LAP 70 • • ' SIMPSON SP4 a BOTTOM OF FIRE-ENG'D MTS-12 a EVER STUD 32' O.G. MAX O INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TRUSS BELOW_ SHEATHING 7 TO STUDS MUST NOT BREAK I'-4' MIN. 2X4 BT. PLATE INT. 2-STORY L.B.W. FROM 2ND FLR. LINE, EXT, WALL SHEATHING TYP. EXTERIOR WINDOW) DORMER n_*� KNEE WALL DETAIL @ ENTRY SCALE: IR'=I 0 „_ 1 V 1'-0 SCALE; 1/2 _I m' 14 DOOR OPENING WD FRAMED ATTACHMENT �� SCALE: 1/2'=r-0' USCALE;SCALE: 3/4'= 1/2'=r-0' CONTR0 L DATE: 07/01/15 A R C H IT EC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 sumarv. a6 T: CREEKSIDE LOT# 115 !4 _ elf Jul 17 mA T� 3/29/17 8C :1/4"=1'-0'° F= Planning & Development Services Department Building & Regulations Division RNA �1540W 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, 1/4", 6" max o/c spacing in top Swing door (+36) / (-47) (+67) / (-67) Therma-Tru i 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) / (-50) (+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 1/4" embedment. Two additional tapcons midspan and one at lower frame required vertically each side. Install per manufacturers recommended requirements. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 14" o/c at jamb, 10" @ head. 11/4" embedment. SH Window (Integral Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. Mulled) (+38) / (-51) (+50) / (-55) Ply Gem Ply Gem 1500 FL16100.1-R5 Non Impact from corners, 8 1/2" o/t at jamb 6" " � @ head. 11/4 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) / (-51) (+55) / (-55) Ply Gem Ply Gem 1500 FL16104.1-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 anchor. 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. 1/4" concrete tapcon anchor. 6" max o/c for corners. 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. 1/4" 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. Tapcon sidelights (1 or 2) 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. Opaque double Tapcon required 3" each side of center of opening top and door without (+36) J (-47) (+50) / (-50) Therma-Tru Smooth Star FL15225.5-R3 N/A bottom. Top and bottom centerline of each door slab get 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. Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Glazed single door (+29.5) / (-32.1) (+50) / (-50) Therma-Tru Smooth Star FL7630.1-R6 Impact right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Double Garage Door (+29) / (-35) (+46) / (-42) Clopay 16.2x7 73 W6 FL16107.03 N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Use galvanized (zinc coated) roofing nails, 11 or 12 gauge, with at least 3/8" dia. heads, long enough to penetrate through plywood or 3/4" into boards. Use 4 nails per Roof IKO Cambridge FL7006.1-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 Rhino U10/20 FL17841 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 (+75) / (-75) Alside 2T FL15272.1 1/4" x 20 stainless steel with minimum embedment @ Hurricane Panels + or - 20 ps.f. Global Protection 24 GAGE FL15076.2 7/8" in poured concrete or 1 1/2" total if stucco should Less than 6' span exist, can be headed screw or all thread but with wing nuts 1/4" x 20 stainless steel with minimum embedment @ Hurricane Panels 6' + or - 20 p.s.f. Global Protection 24 GAGE FLT5076.2 7/8" in poured concrete or 1 1/2" total if stucco should span or more exist, can be headed screw or all thread but with wing nuts Zip System Sheathing Huber Wall Sheathing 17147-R1 Install per manufacturers recommended requirements. 1 - A R C H IT EC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 StmDrv. U } LOM CREEKSIDE r- -• r: 1� _ JUL12 29v DA E: 3/29/17 SCALE: 1/4"=1'-0" ) I NOTE: NOTE: IF ZIP e4 4EATHING SYSTEM IS APPROVED BUILDING WRAP F ZIP 5HE4T-41NCs 875T=^1 15 INSTALLED, PLEASE SEE SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' 5ELP-ADHERING Ml=-MBRANE--\ / 6 r IANUFACTURERS 6' W VERTICAL LAPS (ROLL FLASHING !COMPATIBLE W/ HOUSE MANUFACTURERS 4• ENDS) t 6' W HORIZONTAL LAPS. WRAP MATERIAL) OVER � INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE I- INSTALLATION PROCEDURES APPROVED HOUSE WRAP. WITH FORTIBER SHEATHING TAPE FLASHINQ TO EXTEND ONTO PIPE ` / I' OR LESS PIPE - Y III SELF -ADHERING MEMBRANE PREFORMED CONTROL JOINT' THICK, 3 COAT CEMENT PENETRATION PLASHING (COMPATIBLE W/ HOUSE FLANGE OP CONTROL JOINTS T \ PLASTER WRAP MATERIAL) OVER 4"x4" I SELF -ADHERING MEMBRANE BE WIRED TIED TO LATH W J, WRB LAYER 02, FORTIFIBER / \ �,i PLASHING OVER APPROVED O.G. MAX (VERT.). NOTE: DO BUILDING PAPER I° MIN LAP , METAL LATH t HOUSE WRAP. NOT FASTEN CONTROL JOINT TO / -- --- -- - \ FLASHING TO EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS BEYOND EXCEPT STAPLES W/ APPROVED METAL LATH �XX X X LEG MAY BE USED TO TEMP. FASTENED W-I' (VERT.) O.C. MAX SECURE CONTROL JOINT AT SUPPORTS X X X — DURING INSTALLATION WRB LATER "I, CUT AND OVERLAP ONE SIDE OF FASTENERS TO BE SPACED STUCCO WRAP METAL LATI 4 SELF -ADHERING MEMBRANE CUT AND OVERLAP ONE SIDE OF PLASHING SELF -ADHERING MEMBRANE r O.C. MAX VERTICALLY I WOOD SHEATHING STEP M STEP 02 FLASHING ;' � / �� % � � ,1 OR 1/16' ZIP SHEATHING WRB LAYER M, �' THICK, 3 COAT CEMENT WRB LAYER M, 5T51 EM qNSTALLED PER � STUCCO WRAP PLASTER STUCCO WRAP MANUF. 9. CS.) - 6 ' MIN PAPER LAP 13ELOWIOMi / METAL LATH j WRB LAYER 02, FORTIFIBER WRB LAYBE ER 02, FORTIFIR _ WgRuBL LAYER 4, PORiIPIBER BUILDING PAPER I BUILDING PAPER - MEIf� NLGYEATFIAPER WRB LAYER 01, I PLASHING OVER 4'x4' STUCCO WRAP — 6'x6' SELF -ADHERING MSMBRANE SELF -ADHERING MEMBRANE \ To }° I FLASHING OVER APPROVED [AT" SHALL Not GAP MIN' INSTALL FASTENERS (CLIPS, WOOD SHEATHING STRAPS, STAPLES) AS HOUSE WRAP. 6° rc a° 6° TO e- OR'1/I6' ZIP SHEATHING REQUIRED TO SECURE FLASHING TO EXTEND ONTO PIPE CONTINUOUS MIN. MIN. SYSTEM (INSTALLED PER ROUCxH CONTROL - MANUF. SPECS.) PIPE/ WIRE TO TRAMMING —FLASHING OVER A ING MEM5RANEINTS BUT SHALL STOPPED AND �,. ;; _�'EDD AT EACH 51DE. MIN LAT HOUSE WRAPPROVIDE 2X4 BLOCKING / J PLASHING t0 EXTENDR ASTM C1063 PLACED PLAT MAX. 6' TO 8'LaP.a.I.4 FROM CONTROL JOINT WHEN ( ALL _- _ - ----------INSTALL -- \ � CONTROL JOINT FALLS ON � APER LAP �' CONT. BEAD OF SEALANT O = STRUCTURAL STUD SCALE: 1 1/2'=1,-0" FASTENERS FOR LATH TO BE NAILS OR -� / INSTALL APPROVED HOUSEWRAP AIR TAPLES IN COMPLIANCE W/ ASTM C1063 INFILTRATION BARRIER OVER WIRE TIES TO BE (NO. IS) 004T5' WIRE / I ' , SHEATHING . BLOCKING SHOWN MAY BE IN ADDITIOf \ - - - O WALL STUDC.VAPWISHR(5EE COATINGTYP (-) ER S �GGO/ S R G2UIR D PER PLAN / _.. VERTICAL LATH & PAPER DETAIL z__7 - �, WOOD STUDS.SECTION EMen� FB lathing and plastering V PER C R703.6.1 NOTE: SHEATHING Exterior use of Portland cbment plaster SIDE LAPS OF METAL OR 1/16' ZIP SHEATHING SY511=M shall comply with the appgcation PLASTER BASES SHALL (INSTALLED PER MANUP. 5PEG5J NOTE. requirements of ASTM C U26-12A. BE SECUR=D TO BUILDING -- i' „ „ FRAMING MEMBERS. PAPER 6�A"P IF ZIP SHEATHING SYSTEM 15 Installation of exterior lathing and framing shall comply with ASTM Q 1063-12A. O M TYPE CONTROL JOINT THEY SHALL BE TIED --- INSTALLED, PLEASE SEE — _ _ 5ETwEEN SUPPORTS t,MANUFACTURERS WITH 0m47t5-IN. (121-MM) STUCCO V LAP • LATH WIRE AT INTERVALS NOT 3' LAP • PAPER INSTALLATION PROCEDURES MOIRE THAN T' (22-3-MM). AS PER ASTM C106.3 - 1 L FOLD INWARD • K. A 0 1. FOLD AWARD • PT. A S 1 ® 7. Cl . Pr. 5 ® ]KI C ]KO U T NOTE: FOLD ® FOR REPAIR of TEARS f' N T, T f O�Nl: LA I L DETAIL IN WRB LAYERS, TEARS HORIZONTAL LATH MAY BE PATCI IED & PAPER DETAIL W/I WRAP CAPE ` I . $ PERR MA MANUk, SPEC. OR FpLD PEEL t STICK II��I • 45. Aw ® -1/16" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR OLFOLD INWARD • O I. FOLD INWARD • PT. A t. WOOD 5HEATHING Pr. A c�i� z. CREA5E • fW7. 13 s. CREASE • PT. B ; WRB LAYER *I, 3. STUCCO WRAP 3. GREASE • PT. G- 4. FOLD PT. C OVER PT. B TILL PT. C TOUCHES aCrl FLANGE THICK, 3 COAT CEMENT } PLASTER � Tn Imo' �;I►METAL LATH LEGEND ~ ® ©FOLD ® LAP UJRB TAPE OVER D RA I NAG FLAN (UJR5 .,,. BOTTOM ROOF/IUALL SCREED NOTE: FLANGE WA� ors LANrER #1, &TUCCO WRAF) IF ZIP SHEAT1-41NG SYSTEM IS t cur. Z 1 $"X$" "L" TYPE CONTINUOUS # INSTALLED, PLEASE SEE CxALV. METAL FLASHING VR5 >�A� R 2 (FORTIFIBER — — — — — — i" IANUFACTURERS }�I INSTALLATION PROCEDURES i, Tpic R3 GOAT CEMENT (NAIL TO ROOT= DECK, NOT N..a U I L D INCH R,�RE R) Will LAYER 02, FORTIF15ER WALL SHEATHINCs) BUILDING PAPER N —CAP SHINGLE - DO NOT NAIL, rwIETAL LATH X X X X WRB LAYER M, INSTALL WITH ROOF CEMENT STUCCO WRAP LAP LAYERS OM BUILDING WRAP CAR �NAIL,pINKG LANGEE,8VTOP as 15 A7S CEMEN M29M UALL SCREED Y \` ROOF T 5xSWALL FLASHING SHINCsLE ROOFING WOOD 5HEATHING OR ZIP SHEATHING SYSTEM n KICK -OUT FLAORNG fbEE DETAIL) �^n' \ ( INSTALLED PER MANUI=. SPECS.) — NOTE: -- 5ELF-AE:)I=4EeIVE FLAeHING =- IF ZIP SHEATHING SYSTEM IS NOT: r' n INSTALLED, PLEASE SEE FELT uNDERLAYMMANUFACTURERS 1 ETAL LAVA: LATH TO E3E RER 1=BC Evr v . • WATER TIGHr SEAL IBExD OR INSTALLATION PROCEDURES e�> ", j llMTALL KIGKGUT SOLDIER Do NOT DNOT CUT) R.1 103.l / 45iM' C-8 �'-09, r-1'IN. 2.E5 LE35. �V Vr SHINGLE RooFING �% �TI`Tr� DRIP EDGE, OVERLAP 3'� R SG. YARD C U7I I T'r' ON0„f I NA ExiENDVY'BELGW Ll��4 D05 NOT i„C 51=CIIC>IONS� SHEATHING, MECHANICALLY FASCIA WRAP FLASHING FASTEN 4' OL. MAX � ! ! ! ! N.T.5. A R C H I T E C T S 6 Design Grou i2. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W n W t z W Cn o U F � 0. W 0- A h r q 0 t- mmmmm StIDDIV. el: LOT: CREEKSIDE LOT# 115 PROZMCT# 04321.000 XODETA 4EBB "1828-CALI" GARAGE 93VIMG: RIGHT PAGE: WALL ASSEMBLY DETAILS WO MPH EXP. C ARCHITECT: STATE OF FLORIDA JUL 12 'BA `. 3/29/17 SHEET r .� NOTE: INSTALL 6' SELF -ADHERING IF ZIP SNEATI ING SYSTEM IS MEMBRANE FLASHING OVER STUCCO INSTALLED, PLEASE SEE TOP, SIDE(S) AND BOTTOM FINISI-I MANUFACTURERS FLANGES OF NON -MOVABLE INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 6 SELF AD�ESIVE WOOD CONSTRUCTION 7�16' ZIP SI4EAt1�INGs SYSTEM SEQUENCE OF FLASHING TO ESE OVER TOP E SIDES �/I6' TIP SHEATHING SYSTEM I. BOTTOM, 2. SIDES, 3. TOP (INSTALLED PER MANUF. SPECS.) OR (INSTALLED PER MANUF. SPECS.) OR WOOD 81-4EATHINCs t woOp SHEATHING X: VENT CAP IS TO RE SET IN RED SELF WRR LAYER MK, OF SEALANT At TOP AND FLAW-IINCz WRB LAYER 01, stucGO WRAP X SIDES ONLY. S t IS TO BE UNIT . COOLED SO T EFLEGT STUCCO WRAP LAYER "2, FORTIFIBER i WATER Y M OINTS. BUILDING PAPER E-Z A ALL UND PREMANUF. DRYER METAL LATH 1 t- L S ALANT ALL VENT CAP (SET IN WRB L =0 TIF1BER JOINTS NTERSECTIONS CONT. SEALANT) BUI I CON5pTRUGTION —ENISI . UJOOP j APP Y SEALANT At PERIMETER OF . FASTEN TO WOOD STRUCTURAL BACKER ROD ?': -MOVABLE FRAME AND STUCCO ON ALL SIDE&Y4" CAULKING . JOINT SEALANT MEMBER ®1' O.C. MAX ALL AROUND �K, 3 GOAT CEMENT a' GMu I TOP E SIDES Y Ye' TO h" MID -WALL PLASTER WEEP SCREED— PER FBG R703.6.1 I, Exterior lathing and plastering (BLOCK) = Za BACKER ROD Exterior use of portland cement plaster DRYER VENT � shall comply with the application/g' t0 �/g" MID -WA) ff requirements of ASTM C 926-12A. WEEP SCREED q 6" WIDE STRIPS F X- EL A H SI F A � I D E vE LA6HINCs CLEAN X Installation of exterior lathing and framing MASONRY BEFORE APPLYINCs 'r' X shall comply with ASTM G 1063-12A. (o" 5ELF-ADHE5IVE TEXTURE- — FLASHING FINISHpMASONRY WRR LAYER *I, X STUCCO WRAP HOODED VENT BUILDINCz PAPER WOOD FRAMED x OVER 'QUICK HORIZONTAL WEEP SCREED " THICK, 3 COAT CEMENT FLASH" F- — — WALL X _ (FRAME TO BLOCK) METAL 1-ATH - — HORIZONTAL WEEP SCREED LAYER ""1, FORtIFIBER PIPE THROUGH FRAME TO FRAME NOTE: 5UILWRB LA WALL ) WR5 L Y PAPER NOTE; IF ZIP LSHEATHING PLEASE SYSTEM IS WOOD 4HEATPIN� INSTALLED, PLEASE SEE _ IF ZIP 51••EEAtI-�IINCs SYSTEM IS INStAI.LED, MANUFACTURERS DRYER VENT (FRAME). PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURE$ 6 SELF ADHESIVE INSTALLATION PROCEDURES FLASHING (INSTALL PER MANUF. SPECS.) Tnb° Zip 5HEATHING srsreM (ixsraLLEp 5,IILDINCx PAPER WOOD SHEAATHINCaR UNDER "QUICK FLASH' WRS LAYER *1I, WRB LAYER +"I, NOTE: CUT OPENING: IN STUCCO LURAP STUCCO WRAP IF ZIP SHEATHINGS SYSTEM IS APPROVED HOUSEWRAP WRB LAYER 02, FORTIFIBER INSTALLED, PLEASE SEE FOR BOX INSTALLATION BUILDINCx PAPER MANUFACTURERS WOOD INSTALLATION PROCEDURES t r +, CUT "X" INTO coNstucTloN VENT PENETRATION WRB LAYER *1, SELF -ADHERING METa H ,� STUCCO WRAP MEMSRANE FLASHING SCALE: N.TS. e' CMu V L ASI D APPLY SELF -ADHERING {" 6 IS AR4p WOOD SI-IATI-EINCx MEMBRANE FLASHING OVER BOX AND OVER " $GMID_IIJALL """ APPROVED WRB LAYER EEI- REED 1 M eTEF #2 6' WIDE STRIP SELF ADHESIVE FLADHING, CLEAN MASONRY BEFPRE APPLYING APPROVED z FLASHING HOUSEWRAP WRB LAYER "'I, B'EL®W STUCCO WRAP ELEC. METER MELD I T R VERIFY LOCATION �ELEC. METER FIELD SUCH THAT = APPLY 60 MIN STONE KNEE VERIFY LOCATION Cut —SELF-ADHERING -N OVER scRAl COAT MEMBRANE PLASHING MEMBRANE GRADE D FELT ENTERS BOX, OVER ERING APPLY STUCCO SCRATCI EDI= -I COAT APf r= t0 FACE FLASHING OR ER HORIZONTAL WEEP SCREED AND ONE (1) LAYER OF PAINT APROVED 7C W /STONE VENEER PRIOR TO INSTALLINCz ELEC. HOUSEWRAP J METER WRB LAYER "2, FORTIFIBER (FRAME TO BLOCK)_ BUILDING PAPER CAVITY TO BE FILLED WITH RIGID POLYMERIC �� JLV �T� ISOCYANOTE-POLYBLEND FOAM (RGREAT STUFF" OR SIMILAR) APPLY C A SILICON LAE COATING INCs O OVER DRAINAGE PLANE (U)RB BASE SEALANT AT POINT STUCCO/ C.V. FINISH LAYER #I, STUCCO WRAP) THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD . o • e. o. o (SEE TYPICAL WALL OVER 60 MIN o . o . o . o o SECTION) UJRB LAYER *2 0=ORTIFIBER - - - - - AREA TO RECEIVEGRADE ID o" e°e METAL LATH 5UILDINCH PAPER) FEALANT T A STUCCO SGRATCI� GOAT SEALANT At ALL 0; ;p METAL LATH X— X—X—x 4 1 GOAT OF JOINTS AND a• PAINT W/BACK- ROLL PRIOR TO INTERSECTIONS a e. o .s.a.e.s 5TU000 ELEC. METER INSTALLATION PROVIDE STUCCO 5CRATCI4 COAT LARGER THAN THE ELEC. WOOD SHEATHING METER CAN OR METER CAN OR i/16" ZIP SHEATHING SYSTEM COMBO OR METER CAN AND (INSTALLED PER MANUF. SPECS.) DISCONNECT 5T �7 6T F SELF-ADHE5IVE FLASHING NOTE- — — — — — NOTE: ELECTRICAL RECEPTACLE I" IETAL LATH: LATH TO BE PER 1=5G ELECTRICAL CONDUIT R103.6.1 / A5T1"M G-841-09, MIN. 2.5 L55. PENETRATION PER 5O. YARD (UTILITY OR NOMINAL LATH 12OE5 NOT 1" IEET 5PEGIj=IGATI0N5) 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. a bd esi gn gro u p. com AA #: 0003325 I W w U � w h 0. W Q A q r s r)rv. ac LOT: CREEKSIDE LOT# I15 URM NF�rAu SC :1/4"=V-0$1 WA2 . lefe � "PIS, EXT. WOOD FRAMED COLUMN SHEATHINGS WOOD SHEATHINGS WALL WRB LAYER •I, WEATHER RESISTIVE STUCCO WRAP SUB -FLOOR DECKING !" Trlr—WEATH;=R BARRIER wl 3" X 3' 26 GA. GzALV. / WOOD WRB AAYER "2, FORTIFIBER FINISH LAYER (2 LAYER METAL DRIP EDGE / RESISTIVE CONSTRUCTION BUILDINGS PAPER PRE-ENG'D TRUSS PEEL < St(GK) / BARRIER "2 SET IN FULL BED OF / = k 6" SAP. �'4 PAT CI4ANNEL 8" t4IICK, 3 GOA MENT WEATHER RESISTIVE - 1 `� SEALANT,)j" MIN. W/5/s" TYPE 'X' DRYWALL PLASTER BARRIER 01 6 PEEL 4 SPACE FROM DRIP /� PEEL 4 STICK STICK m DRIP FACE TO TREX I 6" SAP. P P SCREED WEATHER RESISTIVE EDGE TO 1 Nz"x3" 'L' FLASHING r TC S T INCS H WEEP SCREED BARRIER "2 FULLY EMBEDDr= \ e _ 051 IN THICK, 3 COAT CEMENT-�'J, � R!F=S DECK - \; � IN ROOF CEMENT PLASTER WOOD SHEATHING 41NCs S I /4" GAP FOR BACKER ME' AL DRIP GA. . METAL LATH Ya" GAP FOR BACKER SET IN FULL BED Or - STUCCO LAYER •I, ; \ \ i ROD 4 SEALANT t WOOD SHEATHINGS I Xt"XI 5/a" P.T. OR SIMULATED SEALANT,14" MIN. WRAP " THICK 3 GOAT CEMENT \ WOOD (tREX) FILLER ROD 4 SEALANT SPACE FROM DRIP VINYL CASINGS BEAD CONTINUOUS �s FACE TO TREX WEATHER RESISTIVE PLASTER 6" SELF-ADHEREINCs ,� �- WEA- R 51;StIVE VINYL CASINGS BEAD BARRIER •I WATER PROOFING let AM66-WIC-780 GUSTO 91 A FLASHING WRAPPED EXTERIOR GRADE LAYER (2 LAYER PEEL < R "1 „ TO SHEATHING INCx BELOW TOP Or- WEEP D _�= �I / W RESISTIVE � DRY WALL STICK) WRAPPED FROM WATER ING lot/ BALCONY DECK TO n R 1 02 SISTIVE LAYER (2RLLAYER PEER X RIE COLUMN \ WRB LAYER 01, " THICK 3 COAT CEMENT CANTILEVER '°"`rFO '+'1°TM 4 STICK) A 0raARlY STUCCO WRAP 4" POSITIVE DRAIN PLASTER 6" PEEL 4 STICK ® SHEATHINGS WEEP SCREED E MEMBRANE, VINYL CORNER BEAD DRIP EDGE to DECK END OVER DRIP PEEL 4 STIC - — WRB LAYER 'w2, FORTIFIBER -- ' -� VINYL CASINGS BEAD 5UB FLOOR BUILDINGS PAPER NO GAP IN FIELD EDGE I Xz x3' 'L' FAASHINCS (SHOWN FOR CLARIFICATION OF ®® 3' X 3' 26 GSA. GALV. SUB FLOOR ! FULLY EMBEDDED IN 7�p ---- - i SEPARATE ACCESSORIES ONLY) CEMENT --- --- -----' - --'-------- - METAL DRIP EDGE ROOF - SET IN FULL BED OF \ 6" SELF-ADHEREINCS T. R SI ACED I SEALANT, J� MIN. .......... �_:-- " --- .... V X 3 26 GSA. GsAL V. METAL DRIP EDGE _FLASHINCs WRAPPED I }�t XI 5/a 1 SET fN FULL BED OFWRB LAYER P �® COMER OF CANTILEVER WO ( REX) ILL R SPACE FROM DRIPSTUCCO WRAP ! 4' POSITIVE DRAIN ON N S FAGS t0 tREX "XI t. OR SIMULATED SPACE FROM DRIP 1 " VINYL CASINGS BEADOD tREx) FILLERAMIGO AM66-WFWC-150.� ,• WEEP SCREED FOR BACKE NtINUOUS CUSTOM CASING BEAD SEALANT WATER PROOFING lot /FACE TO TREX FI SH LAYER (2 LAYER LAYER (2 LAYER PEEL 4 Y4" GSAP FOR SEAAANt VINYL CASINGS BEAD PEEL 4 STICK) STICK) WRAPPED FROM OPT' BACKER ROD' WATER PROOFING lot NO GAP IN FIELD ffANT 1LE V]E R R 1 3/4 RESILIENT BALCONY DECK t0 MODIFIED 90 LAYER (2 LAYER PEEL 4 (SHOWN FOR CLARIFICATION OF NOTE: HAT CHANNEL CANTILEVER 314 RESILIENT STICK) WRAPP1=p FROM SEPARATE ACCESSORIES ONLY) IF ZIP SHEATHING 5'T eTEM IS EI � G �I VINYL GA51NCs BEAD P TRICK, 3 GOAT CEMENT HAt CHANNEL BALCONY DECK TO PLASTER VINYL CASINGS BEAD " CANTILEVER CASING BEAD INSTALLED, PLEASE SEE — METAL LATH MANUFACTURERS l.WOdP SHEATHING; a' tHIGK, 3 COAT CEMENT �j�1 �1 �1 5/8' TYPE "X" DRYWALL PLASTER 1®A Ir1 u ri �� WrEXTURED 4 PAINTED 5/8" TYPE "X" DRYWALL METAL LATH INSTALLATION PROCEDURES II 1 I,I, 1" '�--�I I,I, 1" WI=AfiHER RESISTIVE SCALE: I I/2'=1'-0" FINISH BARRIER sl W/iExtURED 4 PAINTED WEATHER RESISTIVE FINISH WOOD SHEATHINGS DRAINAGE PLANE CIURB P THICK, 3 GOAT CEMENT BARRIER •z 4°�QSITIVE DRAIN �� 4' POSITIVE DRAIN PLASTER WEEfv- SCREED PLASTER3 COAL CEMENT WEEP 5CREED {NOTE.. VINYL CORNER BEAD -N0 GxAP IN FIELD IE AL LATH; LATH H I O 5E FEfR p5c L'�`�E�` #1' STUCCO �RAP) VINYL CASING BEAD NO GsAP IN FIELD VINYL CORNER BEAD (SHouN FOR CLARIFICATION OF - Og, — — (SHOWN FOR CLARIFICATION OF VINYL CASINGS BEAD SEPARATE ACCESSORIES ONLY = CJ MIN. 2.5 L55- WRB LATER *2 (FORTIFIBER --- SEPARATE AGcESSORIE§ ONLY) fi 'ER SCQ. YARD (UTILITY OR NOMINAL BUILDING PAPER) BALCONY DRIP BALCONY DRIP 11A EDGE INSTALLATION 11C EDGE INSTALLATION G COLUMN L� �-I DOSS NOT 1'�? fi Sim OI IG� IONS METAL LATHx x x x (wrL" FLASHING SCALE: NTS NOTE: wQop ctloN STUCCO 4 WOOD SHEATHING NOTE. ED,IF ZIP SHEAt INCS SY E IS IF ZIP SHEATHING SYSTEM IS INSTAMANUt= ACTU PLEASE E INSTALLED, PLEASE SEE MANUFAGtU R5 tH R IStIVE WR3 LAYER 0, ; MANUFACTURERS INStALLATlO PROGE RE5 I WOOD ��! 4TIINCx 2x FRAMING MEMBER STUCCO WRAP ?ta INSTALLATION PROCEDURES RESILIENT HER RESISTIVE HA HAT CHANNEL BARRIER "'1 SELI==,4D kE�I YE FLASHING a Ti�ICK, 3 COAT (EMI=NT , WOOD SI-4EATI-41NG VINYL CASINGS BEAD — — — — — PLASTER WRB LAYER 4'02, FORTIFIBER " THICK 3 GOAT CEMENT �; � BUILDINGx PAP(=R � - PLASTER 2 1/2"11 CORNER BEAD"_ SR5 LAYER 01 5/S" TYPE 'X" ALL METAL LATH W/tExtu PAI FASTENED�ATO 5F IEAT�I INCH i .. METAL LATH ; = CO WRAP W OD 5H ATHINGs FIN( Snb zIf- s A*NING srSTIE x� x. c- x '.sc-x- -x _ rmttrAu�ar RMANUr.W-SCs. THICK, 3 COAT CEMENT x HI At CEMENT C2J 2x12 HEADER PLASTER BRUBIDINCz PAPER RTIFIBER j . WRB LAYER #1, �a"SELF-ADIHERINCx" ° 4" POSITIVE DRAIN ?+t� , METAL LAtN VINYL CORNER BEAD WEEP SCREED JJ STUCCO WRAP FLASHINCm 1 J x ° f i \� . (EXPLODED $ TNIGK, 3 GOAT CEMENT VINYL CASINGS BEAD NO CsAP I FIELD WOOD SNEAT4-4INIS ,� \, vlEw FOR PLASTER (SHOWN FOR CLARIFICATION OF 1 '� CLARITY) SEPARATE ACCESSORIES ONLY) I METAL LATH DRIP GAP I, 11D DRIP EDGE WRB LAYER 02, FORTIPIBER INSTALLATION v BUILDING PAPER WINDOW FLANGE NOTE: wRB� L YER 01, 14 A coRNER BEAD FRAME IF ZIP SHEATHING S S EM IS WOOD GONSTRUCIION STUGG WRAP � INSTALLED, PLEASES E Q MANUFAGtU RS WEATHER RESISTIVE 2 1/2 II INSTALLATION PRO E URES BARRIER �I— wR8 LAYER 02, FORTIPIBER -- CORNER BEAD BUILDING PAPER _.—WEATHER RESISTIVE (FASTENER 4 SPACING rt O.CJ BARRIER "2 , 1 METAL LATH VINYL CASINGS BEAD "� A� THICK 3 COAT CEMENT T1 PLASTER j' THICK, 3 COAT CEMENT 5/8' TYPE "X' DRYWALL METAL LATH PLASTER FINISHtURED 4 PAINTED �JQ�?,iIF+A}1ICS srsrErr .y. ��"SELF-AD�4ERINCs` ; ; ' THICK, 3 GOAT CEMENT � � CMU FLA54NG ; PLASTER VINYL CORNER BEAD VINYL CORP. 4" 5/a" TI-41CK, 3 COAT CEMENT ' POSITIVE DRAIN PLASTER APPLIED DRIP CAP •� ILEe WEEP SCREED DIRECTLY TO MASONRY WINDOW j=LANGxE VINYL CASINGS BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) �¶ C O JL !, N E R BEAD � BLOCK � � � CASING BEAD WINDOW @DRIP EDGE INSTALLATION L ( FRAME, NO BAND A R C H IT 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 stmD=v. as 3LOn CREEKSIDE LOT# 115 u 1- MODETe 4EBB „1828-CALI" GARAGE G: RIGHT PAGE, WALL ASSEMBLY DETAILS 160 MPH EXP, C Ilk - ARCHITECT: STATE OF FLORIDA JUL 12 2917 DXM 3/29/17 93C z 1/4'-1'-0" NOTE: ,_--------------------------------------------------- IF ZIP SHEATHINGSY%'4 St�M IS �SQP i� � tI�IG!G, 3 GOAT CEMENT i" THICK, 3 COAT CEMENT - fii WOOD 5HEATHINC-s INSTALLED, PLEASE SEE CASING BEAD P R PLASTER r1ANUFACTURERS To TRIM TAL AT�4 ;' SEALANT INSTALLP ATION ROCEDURES IX TRIM MEMBER METAL LATH WRB LAYER *I, a STUCCO TO i SIDING TRANSITION LAYER "2,ORt11 1B�R ; STUCCO WRAPSi UILDING PAPER WOOD SHEATHING SIDING WOOD &4EATHINCS WRB LAYER "2, FORTIFIBER ' BUILDING: PAPER i WRB LATER #1 I --- ' �,""u�,""��° ,..�,� m��."�°.� � WINDOW FRAME - I ! ! STUCCO WRAP -------------------------------------••• - -- WRB LATER , ;=ORTIFIBER METAL LATH _-_ BUILDING PAPER " THICK, 3 COAT CEMENT LAYER 01, WRB LAYER #2, FORTH=IBER 5r C, YU1 STUCCO WRAP i - BEAD VINYL CASING PLASTER BUILDING PAPER I — -- W/3/s" FLEXIBLE PVC BACKER ROD) 6"SELF-ADHERING ~� I METAL LATH CASING BEAD FLASHING ? L: J �I ro° SELI=-ADHEREING TNICK, 3 COAT CEMENT FLASHING OR PEEL d STICK VINYL ANGLED ! IEXPLODED $ M VIEW FOR PLASTER WRB LAYER 1, STUCCO WRAP CASING BEAD CLARITY) SIDING STUCCO WRAPPED AROUND FRAMING CASING BEAD MEMBER 6" SELF ADHESIVE FLASHING DRIP CAP �(CROSS SECTION) WINDOW FLANGE WRB LAYER *I, —'; — II 2X FRAMING WOOD SHEATHING i STUCCO WRAP % ' Ar `� , vINYL ANGLED a o� NSTRUGTION MEMRI R DETAIL , BELOW EXPLODED ; CASING BEAR WOOD SHEATHINGS—_ \•, F ®� CLARITY , WEATHER RESISTIVE �\ WRB LAYER "2, FORTIFIBER ` BARRIER 01 BUILDI\ PAPER : wEArHER RESISTIVE- r'----------------------------------------------------- ---------------------------=--------------F' BARRIER 02 � I I + I° X I Ya" LAP SIDING e // \ METAL LATI-4 �� ! /6'REVEAL i 6"SELF-ADHERINCx ---------------------------------------------------------------------------------=------------ r' ; r 6' SELF -ADHERING r i FLASHINCs — " THICK, 3 COA1 CI=MENt " THICK, 3 COAT CEMENT �� y4 �x�P �'� \ 1 FLASHING y I I WEATHER RESISTIVE ; PLASTER PLASTER "�' : I � BARRIER"1 � CASN�a �FA� � 1 ' i STARTER STRIP WEATHER RESISTIVE ; SEALANT TO WINDOU.J METAL LATH 6 "SELF-APHr::RING \ .� /` \\ BARRIER 02 \ r DO NOT C44 K I I o/ 6" SELF-ADHERINGS FLASHING — / SEAL OPEN I i / FLASHING i �) . — GALVP METAL I LA ER #2 FORTIFIBER /- GAL AL 'r FLASHING: ; UfL Cs PAPR DRIP CAP — i-, Do NOT CAULK R �' 1 a MULATED SEAL OPENINGS I UJINDOW FRAME WO T MEMBER WINDOW FL/V'�GE OOD SI-IEATI-61NCz I SST I CASING BEAD � WINDOW / a I �� 4 It I Y' x S. SI f ATFD ' .. W�OD TRI rrE Q�y (FRAME, W/BAND} ° .R� . 5 \/ � �, SEAL GAP W/GAULKINrs .`.. -.'�. , '� % R APPROVED SEALANT \ . BTucco CASINGS I SIDING TO STUCCO SE D \ STTUBCCOrWRAP ® BLOCK TO FRAME NOTE: ' WOOD SI-IEATNINCa I>° ZIP SHEATHING SYSTEM RANSITION I5 �� T I INSTALLED, PLEASE SEE 6" WIDE PEEL STICK NjANUFAGTURERS OVER FLANGE INSTALLATION PROCEDURES I WINDOW FLANGE METAL LATH NOTE: E-Z BEAD VINYL CASING METAL LATH: LATH TO BE PER FBC j (W/Ns" FLEXIBLE PVC BACKER ROD) I R103.6_I / A5TM C-541-09, MIN. 2.5 LBS. ' 2X FRAMING WRE3 LAYER #I, STUCCO WRAP UJOOD 5I4EATd4INe PER 50. YARD (UTILITr OR NOMINAL MEMBER APPLY FULL BEp OF SEALANT BETWEEN LATH DOES NOT MEET SPECIFICATIONS) FLANGE BUILDING WRAP BUILDING WRB LATER #2, FORTIFIBEIR - r WRAP , BUILDING PAPER— - r ! WOOD CONSTF WCTION G � $kI BEYOND FL SELF-ADHERINGs _ FLASHING ! g" — WOOD SHEATHING THICK, 3 COAT CEMENT WEATHER RESISTIVE II' WEATHERISISTIVE PLASTER I BARRIER 01 rY \ BARRIER 01 TO LAP B BIER RESISTIVE / / f� I \` 6' 'X AASHINGs �P II W A WINDOW_C A A_.� I N G _x x I WF5 LA-i- R *2, F0FTII=IPEi2 IU%6REVEAAPSIDINCs //� I Q " WE RRESISTIVe t6A 5U I LD ING i=APE% LASELr- HERINGs z I\ tt ATHER RESISTIVE VINYL ANGLED - CASING BEAD I I� T L j-ll STARTER STRIP tilt BARRtER'2 VINYL CASING BEAD r T i T' FLASHING METAL DO NOT CAULK OR ! I z" FLasHINCs SAL OPENINGS DO NOT CAULK R �" TI4ICK, 3 CCAT CEI" LENT \ SEAL OPENING (EXPLODED gp ��++ p GSALV'D METAL WEATHER RESISTIVE LE E VIEW FOR L=A-JT fR 7 FLASHINGs BARRIER M TO LAP I Ys' X ND- 6' SIMULATED 6" MIN. ABOVE TOP CLARITr) WOOD TRIM MEMBER OF 'z" FLASHING x E-:BEADyl AS[, IY' X 6' SIMULATED DRAINAGE PLANE (WRB (w/%, FLEXIBLE / LscOD TRIM MEMBER I, BACKER ROD) �'' / SELF-ADHERINLATER # 1, STUCCO WRAP) CS 6' SELF-ADWERINGS .. i I FLASHING FLASHm1KG I WRB LATER #2 (FORTIFIBER — — — — CEM1 NT PLASTER \\N ORAAPPROVED AP SEAL_ANr BUILDING PAPER) WEATHER RESISTIVE WEATHER RESISTIVE BARRIER 01 BARRIER "t METAL LATH X—X—X—x CASING IBM A D � A I S E-I D WEATHER RESISTIVE E-z BEAD VINYL CASING BARRIER 02 (W/K FLEXIBLE PVC BACKER ROD) STUCCO � BAND (F�A.ME) SIDING TO STUCCO 15ARRIERRESIsrIVE 1 7 A - (L FRAME TO FRAME BARRI R 02 SCALE: 1 1/2"=1'-m" WDOD SI-IEATI-41NG TRANSITION OR Tile" D PER MAINCx SPECS. (INSTALLED PER MANUF. SPECS.) 9 SELF-ADHESIVE FLASHING — — — — ARCH I T E C T S 1 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www,a bdesigngrou p.com AA #: 0003325 sumnm ac EOF CREEKSIDE LOT# 115 -�� _ ,_�� X0nEU 4EBB "1828-CALI" GARAGE s G: RIGHT PAGE: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA TIP 12 a)a�c: 3/29/17 SCALE: 1/4"-1'-0' rf CUT HOUSEM AT 4S' ANGLE MOpIPIEp 11, CUT IN HOUSEWRAP LINE OP l OPENING APPROVED HOUSEWRAP OVER SHEATHING OVER WO STUD WALL STEP 1 INSTALL 6' SELF-ApHp PLASHING ( NAILING PL, JAMBS EXTEND FL I' BELOW S FLEXIBLEF DO NOT W PIN TEMPORARILY FOLD -UP E SEC HOUSEWRAP(0 TUCK FLAP UND at HEAD POLD HOUSEWI IN AT JAMBS 4 SLOPE SILL R NSTALL 6' 5ELP-ADHERING =LASHING OVER VINYL HEAD =LASHING (WITH END TAMS) NAILING =LANCE =_XTEND SELF -ADHERING =LASHING I' MIN BEYOND JAMS =LASHING INSTALL VINYL DRIP CAP STEP 7 MIN ALIGN I=LASHING W/ INT. EDGE OP SILL P.O. MECHANICALLY FASTEN PANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT PLEXWRAP AS TH PLASHING AT THE FOLD DOWN DIAGO ACRO WINDC IPPLY 46' NOM. :ONTINUOUS BE. P SEALANT AT AMSS AND HEo kPPLY TO SAC IINDOW NAILING LANGE IN LINE 'RE -PUNCHED TOLES OR SLO1 IIDE ADHESIVE :xISL€ FLASHIN VER DRIP CAP ECTd=WRAP Ea;Iv) WINDOW ]FILAS--IING INSTALLATION DETAILS FULL WRAP 5GALE: NT5 IF ZfF= SHEATHING 15 INSTALLED, PLEAeE SEE INSTALLATION PROGEDURES INSTALL PLUMS, L AND SGM, MANLM-AO WRITTEN INSTRUCT Y ANE NG PINT NOTE: L IT IS THE CONTACTORS R SPONSIBILTY TO VERIPY THE COMPATIBILITY OP ALL PRODUC178 INCLUDING HOUSEWRAP,SEALANTS 4GELP-ADHERING PLASHING MATERIALS USED DURING CON.+°TRUCTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WARNING: SEALANTS MAY FACT ADVERSELY IP NOT COMPATIBLE. N AND SEAL JAMB TO SILL JOINTS WITH 1195 r-OLLOWING COMPLETION OF RIOR l;ir=TROFIT WORK REPAIR SCHEME SHOWN SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION 5ELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERIMETER OF WINDOW WITH SEALANt A R C H I T E C T S l N. KVNALU KtAUAN bLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 �T7'9 dC I10T: CREEKSIDE LOT# 115 PI'�OJECT# 04321.000 �OD�Ts 4EBB "1828-CALL" E a: RIGI-IT PAGE: WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT STATE OF FLORIDA JUL 12 3)AT�a 3/29/17 aC :1/4"=1'-0" BMET � VV A5 le 6 a \ 2x6 SUB-BANb W/1"x4" NOTCH m END, WRAPPED IN PEEL 4 STICK DRIP EDGE\� I\ 1/5" TEXTURED I FINISH m WOOD I \� No' TEXTURED �� \ FINISH m CMU / \\ METAL FASCIA \\ WRAP Ye" FROM \ STUCCO, 1" FROM \\ WOOD WALL \ EXTERIOR WALL \ (FRAME OR CMU) \\ \ \ NOTE: NOTCH FOR 2X(o \\ \\ SUB BAND ONL'r' \ \ \ \ \ 17�rfII7TII Il - - lZT. l -72 \ )ELEVATION I"11=TAL FASCIA WRAF 2X6 5U5 BAND —ROOF KICK OUT REMOVED \\ FOR CLARITY TROOF DECK (BEYOND) \DRIP EDGE, I" OFF WALL -�� V NOT INTO 5TUCCO) —s" 3-COAT PLASTER / �� 2x6 SUB -BAND W/1"x4' NOTCH m END, WRAPPED IN PEEL 4 STICK METAL FASCIA WRAP 1" OFF WOOD WALL- SUB BAND 2" OFF WOOD WALL 1/5" TEXTURED FINISH s WOOD ^IETAL LATH WOOD SHEATHING WRB LAYER "I, STUCCO WRAP WRB LAYER 02, FORTIFIBER 5UILDING PAPER ROOFINCz CEMENT DRIP EDGE I" ETAL KICK OUT x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x x � x x x x x x x x x x x x x X X X X X- X X X X X X x x x x x x x x x x - x x x x x x x X x x X X X X X X X X x / / I �y SUB BAND DETAIL CD WALL NOTE: IF ZIP SHEATHING SYSTEI" 115 INSTALLED, PLEASE SEE MANUFACTURERS IN5TALLAT ION SUB BAND DETAIL 01 WALL KICK- OUT T 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 m END, WRAPPED IN PEEL E STlc:K *ROOF CEMENT IT ROOF EDGE OMITTED F-OR CLARITY WALL KICK -OUT FLA54NG FELT PAPER DRIP EDGE (REFERENCE POINT ONLY, FOR WALL O}� SET OF COMPONENTS) METAL FLASHING, WRAPPED MIN.4" ABOVE BOTTOM Or - DRIP EDGE 2x SUB -BAND W/>y"x4" NOTCH m END, WRAPPED IN PEEL i STICK *ROOF CEMENT m ROOF EDGE OMITTED FOR CLARITY A R C H I T E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.a bdesigngrou p.com AA #: 0003325 W y a o N w o U cl a h r e r otlmIV. & LOT: CREEKSIDE LOT# 115 PRo"CT# 04321.000 Moamrr.9 4EBB "1828-CALI" GARAGM S1VMG: RIGHT PAGm: WALL ASSEMBLY DETAILS: SUB —BAND 160 MPH EXP. C ARCH(TECT STATE OF FLORIDA JUL 12 DATA: 3/29/17 SCALE:1/4" 1'-0" ,zie