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HomeMy WebLinkAboutApproved Plansrs . t. 1430 CULVER DRIVE NE, PALM BAY, FL 32907 Tel: (321) 733-7092 Fax: (321) 733-7972 STATE OF FLORIDA DESIGN CRITERIA: ABBREVIATIONS • CERTIFIED BUILDING CONTRACTOR: • FLORIDA BUILDING CODE, RESIDENTIAL, AB'. ABOVE LAY. LAVATORY 5TH EDITION (2014) A/C ADI CONDITIONING LUM. LUMINOUS • ALL LOCAL AND STATE CODES AD4. ALT. ADJUSTABLE ALTERNATE M.C. M. MEDICINE CABINET MANUFACTURER D.R. HORTON HOMES *OCCUPANCY - RESIDENTIAL, GROUP R3 BD. BBQA GE In. MOUNTED 1430 CULVER DRIVE NE •CONSTRUCTION TYPE — VB CL CAB. CENnR LINE CABINETN.T.T MTL. N.T.S. METAL NOT TO SCALE PALM BAY FL 32907 •�• INTERIOR FINISH — CLASS B CLG. CLR. CEUMG CLEAR O.C. PL ON CENTER PROPERTY LINE • BASIC WIND SPEED — Vult=160 MPH TEL: (3 21) 7 3 3 — 7 0 9 2 Vasd=124 MPH CONC. CONCRETE P.H. PUSH BUTTON CPT. CARPET PH. PHONE FAX: (321) 733-7972 •EXPOSURE - C C.T. CERAMIC TILE PLT. PLATE • 1—STORY RESIDENCE D. DRYER PLYWD. PLYWOOD • 2—STORY RESIDENCE — MAX. HEIGHT AS PER LOCAL AND STATE CODES >.L D.G. DID. DOUBLE DUAL GLAZED DIAMETER PR. P.T.T . R. PAIR PRESSURE TREATED RISER DIM. DIMENSION RAD. RADIUS • STATE OF FLORIDA MR DP. DMPOSAL DEEP R.A.G. REF. RETURN AM GRILL REFRIGERATOR PROFESSIONAL ARCHITECT: DR. D.S. DOOR DOWNSPOUT RM. R.O. ROOM ROUGH OPENING JAMES J. CANTWELL D x DWASHER S S.D.SMOKE OGLE DETECTOR AR NO. 12079 a EI.EV.A. CH ELEVATION SHT. SHTHG. SHEET SHEATHING SQ.FT. CALL. S EQ. IRUAL SHWR. SHOWER Jr. EXHAUST sm. � A.B. DESIGN GROUP, INC. 1DIT. E}LTE};SOR SL. SLIDING F.G./FX . FIND GLASS GL. SLIDING GLASS 1441 NORTH RONALD REAGAN BLVD. F.G. FUEL GAS �• s STANDARD FIN. FI m SWS SAFAR WAu LONGWOOD, FLORIDA 32750 FLR. FLOOR SECTION Tel: (407) 774-6078 FLUOR. FR. DR. FLUORESCENT FRENCH DOOR SC TEMP. SOLID CORE TEMPERED GLASS Fax: (407) 774-4078 LIVING GARAGE 19I6 5Q. PT. 430 5Q. PT. A. GAUGE OC. O of CURB ENTRT 16 5Q. 1=T. GAR. GARAGE T.O.P. TOP OF PLATE LANA[ g0 SQ. FT. GAR. DISP. GAFMGE DISPOSAL T.O.S. TOP OF SLAB TOTAL 2442 5Q. PT. G.F.I. GROUND -FAULT CIRCUIT TYR U.N.O. TYPICAL GUI DENOTED PLAN REVIEW GL. GLASS GYP. BD. H.B. H.C. GYPSUM BOARD HOSE BIB HOLLOW CORE V.P. W. W/ VAPOR PROOF WASHER WITH DATE CHECKED BY: 07/08 15 J.M.—FBCR 2014 CODE UPDATE HDR. HEADER WD. WOOD HOT, OR HT INSUL. HEIGHT INSULATION WDW. W/H WINDOW WATER BEATER W. INTERIOR W.I. WROUGHT IRON REV. I DATE REVISIONS DESCRIPTION Y* o .INDEX Oh DRAWINGS SHEET # DESCRIPTION PG Cl—COVER PAGE PG GN—GENERAL NOTES PG 1 —FOUNDATION PLAN PG PG IA —DOWEL 1B—LINTEL PLAN. SCHEDULE T_P�� °I T f°:p ° PG 2 —FLOOR PLAN _Ii PG 3D—ELEVATIONS PG 3D.2-WALL ASSEMBLY CONCEALED FASTENERS OR ATTACHMENTS PG 4D-FRAMING PLAN ARE THE RESPONSIBILITY OF THE PG 4.1—CONNECTOR SCHEDULE CONTRACTOR OF RECORD PG 5—ELECTRICAL PLAN PG Dl —FOUNDATION DETAILS/SECTIONS PG D2-1—STORY WALL SECTIONS & NOT MANUFAMREsLABLEs%KwNG PG D3-2—STORY WALL SECTIONS U FACTORS AND SHGC COMPUANCE PG D4—MI,SC. DETAILS WITH FBC ENERGY CODE MUST PG D5—PRODUCT APPROVAL AFIDAVIT REMAIN ON ALL DOORS AND WINDOWS UNTIL INSPECTIONS ARE APPROVED PG WA1—WALL ASSEMBLY DETAILS PG WA2—WALL ASSEMBLY DETAILS PG WA3—WALL ASSEMBLY DETAILS THESE PLANS AND ALL PROPOSED WORK PG WA4—WALL ASSEMBLY DE'.TAILS ARE SUBJECT TO ANY CORRECTIONS REQUIRED BY FIELD INSPECTORS THAT PG WA5—WALL ASSEMBLY DETAILS MAY BE NECESSARY IN ORDER TO COMPLY WITH ALL APPLICA81.9 COOKC ST. LUCIE JOUNTY DUll.D►rrG DIVL°ZON REVIEWED FOR C E d��// REVIEWED Y DATE PLANS A04 PE -MUST BE KEPT ON JOB OR NO INSPECTION WILL BE MADE. A R C N IT EC T S 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W h W U O F Q V �7 A F A mom r v8asv CREEKSIDE LOT #103 F OJMC04%21000 ffioa= 4EBB "1828—CALL" GABS i91il�TQ: RIGHT FA@IM COVER PAGE 160 MPH EXP. C MELBOURNE ARCHITECT - STATE OF FLOR DA MAY 0 9 gg . 11/17/16 cI I' � GENERAL NOTES 1. ALL WORK DONE UNDER THIS CONTRACT SHALL BE IN COMPLIANCE WITH THE FLORIDA BUILDING CODE, RESIDENTIAL (FBCR), 5TH EDITION (2014) AND IN CONJUNCTION WITH ASCE 7-10. 2. THE MINIMUM SUPERIMPOSED DESIGN LOADS AREAS FOLLOWS, A. FLOOR LIVE LOADS R301.5 (PSF) I. SLEEPING ROOMS II. ATTICS W/ STORAGE III. ATTICS W/OUT STORAGE IV. POOLROOMS V. BALCONIES AND DECKS VI. STAIRS VII. ALL OTHER ROOMS B. FLOOR DEAD LOADS R301.4 15 (PSF) 30 20 10 75 40 40 40 C. ROOF LIVE LOADS R301.6' I. "MINIMUM ROOF LIVE LOADS SHALL COMPLY WITH TABLE R301.6 OF THE FBCR 5TH EDITION (2014) D. ROOF DEAD LOAD (PSF) I. FIBERGLASS SHINGLES 17 (TCDL 7 & BODL 10) II. CONCRETE TILES 25 (TCDL 15 & BCDL 10) E. WIND LOAD CRITERIA I. BASIC WIND SPEED II. EXPOSURE CATEGORY III, WIND DIRECTIONALITY FACTOR (KD) IV. INTERNAL PRESSURE COEFFICIENT (GCPI) ENCLOSED BUILDINGS V. RISK CATEGORY VULT=160 MPH, VASD=124 MPH C 0.85 ±0.18 I I F. WHERE BUILDING LOCATIONS ARE DETERMINED TO BE IN WIND BORNE DEBRIS REGIONS, ALL EXTERIOR BUILDING OPENINGS SUCH AS WINDOWS AND DOORS SHALL BE PROTECTED AGAINST WIND BORNE DEBRIS BY THE INSTALLATION OF STRUCTURAL PANELS OR IMPACT -RESISTANT GLASS. THESE OPENING PROTECTIONS SHALL BE DESIGNED AND INSTALLED IN ACCORDANCE WITH CHAPTER 3, SECTION R301.2.1.2 OF THE FLORIDA BUILDING CODE, RESIDENTIAL, 5TH EDITION (2014). 3 DO NOT SCALE DRAWINGS. THE CONTRACTOR AND SUBCONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO WORK PERFORMED AND SHALL NOTIFY THE ARCHITECT IF ANY DISCREPANCIES ARE FOUND. 4. THE CONTRACTOR SHALL BRING ERRORS AND OMISSIONS WHICH MAY OCCUR IN CONTRACT DOCUMENTS TO THE ATTENTION OF THE ARCHITECT IN WRITING AND WRITTEN INSTRUCTIONS SHALL BE OBTAINED BEFORE PROCEEDING WITH THE WORK. THE CONTRACTOR WILL BE HELD RESPONSIBLE FOR THE RESULTS OF ANY ERRORS, DISCREPANCIES OR OMISSIONS IN THE CONTRACT DOCUMENTS, OF WHICH THE CONTRACTOR FAILED TO NOTIFY THE ARCHITECT BEFORE CONSTRUCTION AND/OR FABRICATION OF THE WORK. 5. THE ARCHITECT/ENGINEER SHALL NOT BE RESPONSIBLE FOR THE SAFETY AND CONSTRUCTION PROCEDURES, TECHNIQUES, OR THE FAILURE OF THE BUILDER TO CARRY OUT THE WORK IN ACCORDANCE WITH THE DRAWINGS OR THE REQUIRED CODES. 6. THE STRUCTURAL DESIGN IS BASED ON THE INTERACTION OF ALL PARTS OF THE COMPLETED BUILDING. THE CONTRACTOR SHALL SOLELY BEAR THE RISK FOR PROVIDING ADEQUATE STABILITY AND SAFETY OF THE STRUCTURE DURING CONSTRUCTION •UNTIL PERMANENT MEMBERS ARE COMPLETELY INSTALLED. 7. DETAILS SHOWN ON THE DRAWINGS ARE TO BE CONSIDERED TYPICAL FOR ALL 9I7NDITIONS. 8. THE CONTRACTOR SHALL MAKE NO STRUCTURAL CHANGES WITHOUT WRITTEN APPROVAL FRbM THE ARCHITECT/ENGINEER. 9. NO STRUCTURAL MEMBERS ARE TO BE CUT FOR PIPES, DUCTS, ETC. UNLESS SPECIFICALLY DETAILED. -_ At-\ 10. FLOOR ELEVATIONS AT REQUIRED EGRESS DOOR SHALL MEET PROVISION OF F9(R R311.3.1 11. THE MINIMUM NET CLEAR OPENING HEIGHT WIDTH FOR EGRESS WINDOWS SHALIL BE 241NCHES PER FBCR310.12. 12. THE MINIMUM NET CLEAR OPENING WIDTH WIDTH FOR EGRESS WINDOWS SHALL BE 20INCHES PER FBCR310.1.3. GARAGES AND CARPORTS 1. GARAGE DOOR A. ENGINEERED FOR 160 MPH MIN. WIND LOAD. 1 B. DETAIL TO BE SUPPLIED BY GARAGE DOOR SUPPLIER C. DETAIL TO BE ATTACHED TO PERMIT PACKAGE BY BUILDER 2. PER FBCR 5TH EDITION (2014) R302.5.1: OPENINGS FROM A PRIVATE GARAGE DIRECTLY INTO A ROOM USED FOR SLEEPING PURPOSES SHALL NOT BE PERMITTED. OTHER OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WITH SOLID WOOD DOORS NOT LESS THAN 1 3/8 INCHES IN THICKNESS, SOLID OR HONEYCOMB CORE STEEL DOORS NOT LESS THAN 1-3/8 INCHES THICK, OR 20-MINUTE FIRE -RATED DOORS AND MUST BE EQUIPPED W/ A SELF -CLOSING DEVICE PER R302.5.1 OF FBCR (2014). 3. PER FBCR .TH EDITION (2014) R302.5.2: DUCTS IN THE GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE DWELLIIN FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO.26 GAGE (0.48 MM) SHEET STEEL V MIN. RIGID NON-METALLIC CLASS OR CLASS 1 DUCT BOARD OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE GARAGE. 4. PER FBCR 5TH EDITION (2014) R302.6 & TABLE R302.6: THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT LESS THAN'/ -INCH GYPSUM BOARD APPLIED TO THE GARAGE SIDE GARAGES BENEATH HABITABLE ROOMS SHALL BE SEPARATED FROM ALL HABITABLE ROOMS ABOVE BY NOT LESS THAN 6/8-INCH TYPE X GYPSUM BOARD OR EQUIVALENT. WHERE THE SEPARATION IS A FLOOR -CEILING ASSEMBLY, THE STRUCTURE SUPPORTING THE SEPARATION SHALL ALSO BE PROTECTED BY NOT LESS THAN 1/2-INCH GYPSUM BOARD OR EQUIVALENT. SITE WORK 1. REFER TO THE SOILS REPORT FOR SPECIFIC DESIGN REQUIREMENTS. 2. REFER TO THE CIVIL DRAWINGS FOR LOCATION OF BUILDING WORKING POINTS, ROUGH GRADING, ON -SITE UTILITIES, SITE IMPROVEMENTS, SITE RETAINING WALLS, AND SPECIFIC GENERAL NOTES. THE SOILS REPORT AND CIVIL DRAWINGS SHALL OVERRIDE CONFLICTS WITH SITE WORK NOTED HEREIN.SEE LANDSCAPE DRAWINGS FOR FINAL FINISH GRADES, PLANTING AND IRRIGATION. 3. RATIONAL ANALYSIS WAS PERFORMED TO DETERMINE SIZE AND STEEL REINFORCING FOR ALL FOUNDATIONS. DESIGN WAS BASED ON AN ALLOWABLE SOIL BEARING CAPACITY OF 2,000 PSF. TRANSFER REINFORCING (TOP STEEL) HAS BEEN DELETED UNLESS NOTED OTHERWISE. 4. ELEVATIONS SHOWN ON THE SITE DRAWINGS ARE MINIMUM REQUIRED DEPTHS, IF DIFFERENT CONTACT THE ARCHITECT. 5. NO EXCAVATION SHALL BE MADE WHOSE DEPTH BELOW THE FOOTING IS GREATER THAN'/THE HORIZONTAL DISTANCE FROM THE NEAREST EDGE OF THE FOOTING. 7. COMPACTION BY FLOODING OR JETTING IS STRICTLY PROHIBITED. 8. DO NOT BACKFILL UNTIL SLABS HAVE CURED OR HAVE BEEN PROPERLY BRACED. (WHERE APPLICABLE) 9. EXCAVATIONS TO BE A MINIMUM OF 3- 0" BEYOND NEW FOOTING LINE. 10. THE GENERAL CONTRACTOR MUST TAKE MEASURES TO CONTROL SOIL EROSION AS PER ALL LOCAL AND STATE REQUIREMENTS, 11. THIS BUILDING IS NOT DESIGNED TO BE CONSTRUCTED WITHIN A FLOOD ZONE, UNO. CONTRACTOR IS TO VERIFY THE ELEVATION OF THE FINISHED FLOOR SLAB WITH THE SIGNED AND SEALED SURVEY WHICH COMPLIES WITH ALL LOCAL CODES HAVING JURISDICTION, INCLUDING ALL APPLICABLE STATE, CITY, AND COUNTY BUILDING AND ZONING CODES. 12. SWIMMING POOL, DECK, SPA, AND ASSOCIATED WORK IS TO BE PERMITTED SEPARATELY BY ENGINEERED SHOP DRAWINGS. CONCRETE 1. ALL CONCRETE WORK SHALL COMPLY WITH THE LATEST EDITION OF THE STANDARD SPECIFICATION FOR STRUCTURAL CONCRETE IN BUILDINGS, ACI 301, AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI 318-11. 2. ALL CONCRETE FOR THE FOOTINGS, SLABS ON GROUND, AND MISCELLANEOUS ITEMS SHALL HAVE A MINIMUM COMPRESSIVE STRENGTH OF 2500 PSI AFTER 28 DAYS, UNLESS NOTED OTHERWISE ON THE DRAWINGS AND PROVISIONS OF R402.2. 3. ALL AGGREGATES USED IN CONCRETE SHALL CONFORM TO ASTM C33-03. MAXIMUM AGGREGATE SIZE SHALL BE/4". 4. PROVIDE 6% AIR ENTRAINED CONCRETE EXPOSED TO EARTH OR WEATHER. 5. BRACE FOUNDATION WALLS, RETAINING WALLS, DURING BACKFILLING AND TAMPING OPERATIONS. LEAVE BRACING IN POSITION UNTIL PERMANENT RESTRAINTS ARE INSTALLED. 6. ALL EXPOSED EDGES OF CONCRETE SHALL BE CHAMFERED'/." 7. PROVIDE 6-MIL CONTINUOUS POLYETHYLENE VAPOR BARRIER MEMBRANE UNDER ALL SLABS -ON -GROUND WHERE INDICATED ON DRAWINGS. SEAMS LAPPED 6 INCHES AND SEALED WITH ADHESIVE TAPE. 8. CONTRACTOR/OWNER TO PROVIDE SOIL REPORT TO ARCHITECT PRIOR TO ANY CONSTRUCTION. E. APA- THE ENGINEERED WOOD ASSOCIATION: I. ENGINEERED WOOD CONSTRUCTION GUIDE F. AMERICAN WOOD PRESERVERS ASSOCIATION STANDARDS 2. ALL STRUCTURAL LUMBER SHALL BE SOUTHERN YELLOW PINE #2 (MIN.).MACHINE GRADED LUMBER, UNO. Fb =1,100 PSI Fv =175 PSI E = 1,400,000 PSI STRUCTURAL LUMBER SHALL CONSIST OF, BUT NOT LIMITED TO, RAFTERS, VERTICAL STRONGBACKS, LEDGERS, BEAMS, HEADERS, AND POSTS. 3. LUMBER FOR INTERIOR BEARING WALLS OR EXTERIOR WALLS SHALL BE SOUTHERN YELLOW PINE #2 (SYP #2) OR BETTER (UNLESS NOTED OTHERWISE). 4. ALL LUMBER EXPOSED TO'WEATHER, OR AGAINST SOIL, CONCRETE OR MASONRY MUST BE PRESSURE TREATED. 5. MINIMUM NAILING PER FBCR, 5TH EDITION (2014), SEE TYPICAL NAILING SCHEDULE ON PLANS. 6, ALL BOLTS SHALL HAVE MINIMUM 2" SQUARE STANDARD CUT WASHERS UNDER HEADS AND/OR NUTS WHERE IN CONTACT WITH WOOD. 7. NOTCHING OR CUTTING OF FRAMING MEMBERS SHALL CONFORM TO SECTION R602.2.3 & R802.1.8. OF THE FBCR5TH EDITION (2014), 8. FOR ASPHALT SHINGLE ROOFS, SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AND AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 9. FOR CEMENTITIOUS TILE ROOFS, SHEATHING SHALL BE 5/8" CDX PLYWOOD. 5/8" CDX SHEATHING SHALL BE INSTALLED WITH THE STRENGTH AXIS RUNNING PERPENDICULAR TO THE TRUSSES AND SHALL SPAN A MINIMUM OF TWO TRUSS BAYS. PROVIDE PANEL -CLIPS AT MID -SPAN FOR SPANS GREATER THAN 16" ON CENTER AT ALL UNBLOCKED EDGES OF PLYWOOD SHEATHING. 10. FLOOR SHEATHING SHALL BE APA RATED/4" SUBFLOOR T & G INTERIOR PLYWOOD, GLUED AND SCREWED. ADHESIVES CONFORMING WITH PERFORMANCE SPECIFICATION AFG-01 SHALL ONLY BE USED. 11. WALL SHEATHING SHALL BE STRUCTURAL GRADE 7/16" OSB EXPOSURE-1 OR 1/2" CDX PLYWOOD SHEATHING. 12. MINIMUM DIMENSION OF ANY PLYWOOD SHEET SHALL BE 24" AND THE MINIMUM AREA SHALL BE 8 FT . SQ. 13. PROVIDE SOLID BLOCKING UNDER ALL POINT LOADS AND COLUMNS WITH Z< STRUCTURAL LUMBER SYP #2. MASONRY 14. TRUSS MANUFACTURER SHALL PROVIDE COMPLETE CALCULATIONS SHOWING INTERNAL LAYOUT, MEMBER FORCES AND STRESS CONTROL 1. MASONRY CONSTRUCTION SHALL DESIGNED AND CONSTRUCTED IN ACCORDANCE WITH THE PROVISIONS OF SECTION 606 OR WITH POINTS AND SUBMIT TO THE BUILDING DEPARTMENT FOR APPROVAL AND TO THE STRUCTURAL ENGINEER FOR REVIEW. ALL CALCULATIONS PROVISIONS OF TMS 402! ACI 530 /ASCE 5. SHALL BE SIGNED AND SEALED BY A PROFESSIONAL CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE OF THE PROPOSED 2. CONCRETE MASONRY UNITS SHALL BE GRADE "N" TYPE II OR EQUAL AND, IN ACCORDANCE WITH ASTM C90-11b, STANDARD CONSTRUCTION. SPECIFICATIONS FOR HOLLOW LOAD -BEARING CONCRETE MASONRY UNITS, MINIMUM COMPRESSIVE STRENGTH OF F'm =1500 PSI. 3 OPEN-END BLOCK MAY BE SUBSTITUTED FOR STANDARD TWO CELLED BLOCK. 4. MORTAR SHALL BE TYPE M OR S IN ACCORDANCE WITH ASTM C270-082, STANDARD SPECIFICATIONS FOR MORTAR FOR MASONRY. 5. MORTAR JOINTS FOR ALL BED AND HEAD JOINTS ARE TO BE 3/8 INCH THICK. THE BED JOINT OF THE STARTING COURSE MAY VARY BUT IT SHALL NOT BE LESS THAN Y. INCH AND NOT MORE THAN INCH REFER TO FBCR 5TH EDITION 2014 SECTION R607 21 15. TRUSS MANUFACTURER WILL PROVIDE CALCULATIONS INDICATING ADDITIONAL DEAD LOADS FOR THE ROOF LOCATIONS WITH GUSSETS, CRICKETS AND VALLEY LOCATIONS REQUIRING ADDITIONAL ROOF FRAMING FOR INTERSECTIONS OF HIGHER OR LOWER ROOFS IN ACCORDANCE WITH ANSI A58.1-1982. 16. PREFABRICATED TRUSS TOP AND BOTTOM CHORD LOADS SHALL BE PER THE RECOMMENDED MINIMUM DESIGN LOADS IN APPENDIX B OF THE ANSI/TPI 1-2007 NATIONAL DESIGN STANDARD FOR METAL PLATE'CONNE6fED WOOD TRUSS CONSTRUCTION. LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/360. DEAD PLUS LIVE LOAD DEFLECTIONS SHALL BE LIMITED TO L/240. ( )' FOR MORTAR JOINT THICKNESS TOLERANCES. 17. THE CONNECTIONS FOR ALL TIMBER EXPOSED TO EXTERIOR ELEMENTS OR TO PRESSURE TREATED LUMBER SHALL BE GALVANIZED OR PAINTED WITH A CORROSION RESISTANT POLYMER PAINT 6. GROUT SHALL BE IN ACCORDANCE WITH ASTM C476, STANDARD SPECIFICATIONS FOR GROUT FOR MASONRY, OR 2500 PSI PEA ROCK CONCRETE PER SPECIFICATIONS AND PROVISIONS OF SECTION 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 NOTED OTHERWISE ON PLANS, INSTALL CONNECTIONS WITH THE SIZE AND NUMBER OF BOLTS/NAILS AS RECOMMENDED BY THE 7. FILL CMU CELLS SOLID WITH GROUT AT ALL CELLS TO RECEIVE EXPANSION ANCHORSAND/OR VERTICAL REINFORCING, MANUFACTURER IN THE LATEST CATALOG. 8. MASONRY WALLS SHALL BE LAID IN A RUNNING BOND PATTERN OR, IF A STACK BOND PATTERN 15 TO BE USED 9 GA. LADDER TYPE 19, DRAFTSTOPPING SHALL BE PROVIDED'IN ACCORDANCE WITH SECTION R30'i 2. OF THE FBCR 5TH EDITION (2014). HORIZONTAL JOINT REINFORCEMENT IS TO BE INSTALLED IN THE BED JOINTS SPACED AT 16" ON CENTER (MAX). PLUMBING 1. SANITARY LINES SHALL BE OF CAST IRON OR PVC (SCHEDULE 40) AS APPROVED BY THE BUILDING OFFICIAL. REINFORCING STEEL 2. WATER SUPPLY LINES SHALL BE CPVC OR UPONOR PEX "A" (CROSS -LINKED POLYETHYLENE) WITH F1960 FITTINGS. 1. ALL CONCRETE AND MASONRY STEEL REINFORCEMENTS SHALL CONFORM TO THE MANUAL OF STANDARD PRACTICE FOR DETAILING 3. CONDENSATION LINES SHALL BE MINIMUM'/" PVC (SCHEDULE 40), INSULATED WITH /2 AMAFLEX. REINFORCED CONCRETE STRUCTURES, ACI 315; THE STANDARD SPECIFICATIONS FOR STRUCTURAL CONCRETE IN BUILDINGS, 4. SHOWER HEADS SHALL HAVE A FLOW CONTROL DEVICE TO GIVE A MAXIMUM FLOW OF 3 GPM EACH. ACI 301; AND THE BUILDING CODE REQUIREMENTS FOR REINFORCED CONCRETE, ACI318-11. 5. ALL CLEANOUTS SHALL BE FLUSH WITH GRADE. 6. NO VENT STACKS SHALL PASS THROUGH ROOF CRICKETS, VALLEYS, OR RIDGES. 2. REINFORCING BARS SHALL BE OF INTERMEDIATE GRADE CONFORMING TO ASTM A615, GRADE 40 (UNO). 7. SIZE AND LOCATION OF CLEANOUTS SHALL CONFORM TO SECTION P3005.2 OF THE FBCR 5TH EDITION (2014). 8. FIXTURE SUPPLY SIZES SHALL CONFORM TO SECTION P2903 OF THE FBCR 5TH EDITION (2014). 3. WELDED WIRE FABRIC SHALL BE 6" X 6" - W1:Q X W1.4 AND SUPPLIED IN FLAT SHEETS OR ROLLS CONFORMING TO ASTM A185. LAP 9. THE PLUMBER IS TO DIVERT ALL VENTS TO REAR ELEVATION WHEN POSSIBLE. SIDES AND ENDS A MINIMUM OF 12". LOCATE WWF 2" FROM THE TOP OF THE SLAB, UNLESS OTHERWISE NOTED ON THE PLANS. 10. DRILLING NOTCHING OF WOOD FRAMED STRUCTURAL MEMBERS -SHALL FOLLOW PROVISIONS OF SECTION P2603 2 OF THE FBCR 5TH THIS REINFORCEMENT SHALL BE SUPPORTED PER SECTION R506.2.4 EDITION (2014). EXTERIOR WALL COVERINGS. 4. ALL VERTICAL REINFORCING BARS IN CMU CELLS SHALL BE ANCHORED IN THE FOOTING, THICKENED SLAB, BEAM OR LINTEL 1. ALL EXTERIOR WALL COVERINGS AND SOFFITS SHALL BE CAPABLE OF RESISTING THE DESIGN PRESSURES SPECIFIED FOR THE WALLS FOR SUPPORTING THE WALL AT THE TOP AND BOTTOM WITH MINIMUM 10 INCH HOOKS OR BENDS AND SHALL BE CONTINUOUS COMPONENTS AND CLADDING LOADS IN ACCORDANCE WITH TABLE R301.2(2) AS MODIFIED BY TABLE R301.2(3), MANUFACTURED SOFFITS THROUGHOUT THE HEIGHT OF THE WALL, WITH LAP SPLICES OF AT LEAST 25". SHALL BE TESTED AT 1.5 TIMES THE DESIGN PRESSURE EXTERIOR FINISHES 5. RUN REINFORCING BARS CONTINUOUSLY LAPPED AT SPLICES AND AROUND CORNERS. DOWEL INTO INTERSECTING WALLS AND 1. WHEN PLASTERING WITH CEMENT, PLASTER SHALL NOT BE LESS THAN THREE COATS %" THICK, OVER FRAMED WALLS APPLIED OVER HOOK AT ENDS. STAGGER SPLICES AT LEAST 25" WHEREVER POSSIBLE. PAPER BACKED METAL LATH OR WIRE FABRIC LATH AND WITH TWO LAYERS OF VAPOR BARRIER, NOT LESS THAN 2 COATS, 1/2" THICK, WHERE APPLIED OVER MASONRY OR CONCRETE. 6. CLEARANCE OF MAIN REINFORCING BARS FROM ADJACENT CONCRETE SURFACES SHALL BE: 2. STUCCO OR PORTLAND CEMENT PLASTER SHALL BE INSTALLED, PROPORTIONED AND MIXED IN ACCORDANCE WITH ASTM-C926-1 la & A. CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH 3" ASTM-C1063-12a. B. CONCRETE EXPOSED TO EARTH OR WEATHER: 3. LATH & ACCESORIES"PERASTM-C-1063-11A & R703.6.1 OF THE FBCR, 5TH EDITION (2014). ALL STUCCO APPLICATION DETAILS, INCLUDING BUT NOT I. #5, W31 OR D31 AND SMALLER 2" LIMITED TO. C. CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH GROUND: ALL STUCCO CONTROL JOINTS KICK -OUT DETAILS I. #11 AND SMALLER 3/" "L" FLASHING HORIZONTAL LATH AND PAPER DETAILS D. BEAMS,; COLUMNS: PIPE PENETRATION DETAILS VENT PENETRATION DETAILS I. PRIMARY REINFORCEMENT, TIES, STIRRUPS, SPIRALS 1%11 WEEP SCREED DETAILS CONDUIT PENETRATION DETAILS CASING BEAD DETAILS DRIP EDGE DETAILS 7. DO NOT CUT OR DISPLACE REINFORCING STEEL TO ACCOMMODATE THE INSTALLATION OF EMBEDDED ITEMS WITHOUT THE CANTILEVER DRIP EDGE DETAILS - CORNER BEAD DETAILS APPROVAL OF THE ARCHITECT. WINDOW CASING DETAILS - STUCCO TO SIDING TRANSITION DETAILS WINDOW FLASHING DETAILS TIMBER 4. SHALL BE INSTALLED PER ASTM-C1063 - 11A AND R703.6.1 OF THE FBCR, 5TH EDITION (2014) 2-STORY GYPSUM BOARD 1. ALL WOODS AND WOOD CONSTRUCTION SHALL COMPLY WITH SPECIFICATIONS AND CODES MODIFICATIONS AS SPECIFIED HEREIN: A. AMERICAN INSTITUTE OF TIMBER CONSTRUCTION (STANDARDS MANUAL) UNDER STAIR PROTECTION: B. NATIONAL FOREST PRODUCTS ASSOCIATION: 1. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS, UNDER STAIR SURFACE AND ANY SOFFITS PROTECTED ON THE CT ON ENCLOSED SIDE WITH 1/2" GYPSUM BOARD. FBCR R302.7. I. NATIONAL DESIGN SPECIFICATIONS (NDS) FOR WOOD CONSTRU C. SOUTHERN PINE INSPECTION BUREAU: I. STANDARD GRADING RULES FOR SOUTHERN PINE LUMBER D. TRUSS PLATE INSTITUTE: I. NATIONAL DESIGN STANDARDS FOR LIGHT METAL PLATE CONNECTED WOOD TRUSSES (TPI-1-07) EXTERIOR CEILINGS 1. EXTERIOR CEILING TO BE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD INSTALLED PERPENDICULAR TO THE FRAMING MEMBERS. THE 1/2" GOLD BOND BRAND EXTERIOR SOFFIT BOARD IS TO BE SECURED TO THE FRAMING MEMBERS WITH 1 1/4" TYPE "W" DRYWALL SCREWS AT 12" O.C. (PER MANUFACTURER'S SPECIFICATIONS) . A R C W IT EC T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abd"gngroup.com AA #: 0003325 F Ell 94 mQ 0 Q F IBTJSOZY. at LOT: CREEKSIDE LOT #103 PBOJ=T# 04321.000 Ikeoz) is 4EBB "1828-CALI" GAL% GIC sxtrra: RIGHT PAGW. GENERAL NOTES 160 MPH EXP. C ARCHrrECT: STATE C✓!F FLORIDA MAY 0 9 DpTg; 41/17/16 SC 1/4"=1'-0" m A R C R I T E C T S F t) 24111 I0'-0" 17' ^" 24"X24"XI2" GONG. PAD W/3-*5 BARS E.W. ON CHAIRS MIN. 3" COVER ©p 4 O D1 71 Ip 4" CONC. 4 SLAB 4 DI CONC. DI w ( SLAB -3 1/2" I EXTEND END OF PVC. / DI CHASE UP 12" ABOVE J COND. CONC. f*AP ■ ■ b■ `■1 ■ ■ ml I 1 ■ ■ ■ ■ I DI EXTEND DI I ■ I 51-AB 1 1/2" ■ /�/ 0'-v ELEv. (( I FIN. GONG. SLAB pl d) 4" GONG., REINF. W/ 6"x6" WI.4XWI.4 WWM ON 6-MIL POLY- (/ ■ I ETHrLENE VAPOR RETARDER /( c0 ON WELL -COMPACTED CLEAN // ■ FILL TERMITE TREATMENT SHALL N BE 15ORA-CARE--4 Z 14'-3" -A // } ■ Q .--b � (WC.) ---t/' ° ^� CHASE /( 36'x60" r II as�� SHWR. PANT �pPT.I II L JLJJ DW // r I I II SINK ■ I I9" PVC CHASE II i i I�r _ _��I■ FOR E EC. TO II NEE ' � --J11Ar_- Q a --� °i/ / I 9txA111IDI/2' I \ DI 2" �- • HB 3'-7'-�" / wH • 2X6 I5 I/2" lam` ` � 5 A 1 - F - ( BOLL ND AS REQ. �3 l v� LAY, pl PER 51-Da CODE lu 5LA51NI0I/2" 0 r -31/2' GONG. ■■ ■ I SLAB I ■ FIN. CONC. SLAB @ DI 8 ■ ■ ■ ■ ■ ■ ■ I D1 DI DI DI 3 -411 2'-8" IG -O" 14'-01' 4'-4" 211-4" TYP. I TO MAIN FOUNDATION PLAN NOTES: - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN - FLOOR ELEVATIONS AT REQUIRED EGxRESS DOOR SHALL MEET PROvISION OF SECTION R3113.1 OF THE FBCR 57H EDITION (2014). KITCHEN SINK W/ AUTO VENT PLUMBING DIAGRAM 21, VTR /2° I r WC r I I/2 "1 RISER SLAB SECURE STRAP TO UNIT W/ (2) 06A 1/4 SHT MTL SCREWS 51MP50N WB ROLL STRAP OR EQUAL SECURE STRAP TO GONG. W/ (2)-3/16"X2" TAP -CONS A/C CONNECTION TO PAID DETAIL NOTE: MAIN COND. DRAIN 3/4" DIA. OVER (HEAD 6 12" FROM STRUCTURE :sign Up -Inc. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W rq W 0 F 4 Q2 w A F C co CQ ywx O 8'i. zzmv. LOT: CREEKSIDE LOT #103 P 04�37000 MOaEMA 4EBB "1828-CALI" a„RAOR : RIGHT FOUNDATION FLAN 160 MPH EXP. C MELBOURNE ARCHITECT: STATE OF FLORIDA ► yU9 DAT& 11/17/16 sC 1/4"=1'-0" sKs= A R C N I T E C T S e Design rou inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y W U kl O F g v y A F A C: CREEKSIDE LOT #103 Fr 04 ilcm1 000 moaama 4EBB "1828—CALI" GARAZZ OWING: RIGHT PACIM DOWEL PLAN 160 MPH EXP. C MEL80URNE ARCHITECT STATE OF FLORDA MAYU9 � i DAMES, J. LL AR mnp % 11/17/16 OC 1/4"=l'-0" h�� A R C H IT E C T S (2) 3052-SH (2) 3052-SI-4 EGRESS 4^STN 4194TI9 LINTEL SCHEDULE LINTEL NO. LENGTF4 TYPE COMMENT5 L I I'i'-4' SF28-p3/It L 2 4'-6' 8F16-05/It L 3 7'-ro' SFiro-15/1T L 4 - - NOT USE) 1-5 9'-4" 8FI6-15/IT L ro 7'-6' 8F24-15/IT L 7 4'-roll &W-6-05/IT iA5V. DOOR ASSEMBLY L S 4'-roll 8FI6-I15/It LINTEL NOTE: THE LINTELS MAY 5E 5U5aTITUTED UJIT�4 LINTELS FROM ANOTI 4ER MANUFACTURER AS LONG AS THE LINTELS ARE OF EQUIVALENT OR GRI=ATER CAPACITY Tl 4AN THE VALUES STATED .1 N. RONALD REAGAN BLVD. LONGVWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F N h W 0 F 0. U A F A Iti u CREEKSIDE LOT #103 P�JSMT# 04321.000 4EBB "1828-CALI" aaRAaa 9Wn4a: RIGHT PAaM LINTEL SCHEDULE 160 MPH EXP. C MELBOURNE CAST—CRETE AfK>in ECT. STATE OF FLORtDA g 11/17/16 8CA J: 1/4"=l'—O" 12'-4" m 10'-2° (2) 3052-5H LIVING ROOM 10'-0" '311 qlle ll 311 I I 6X6 POST 1 l2 TYP) 1 LANAI 8'-8' CL3. 121'-0' 10'-2" 8 S.G D. — DINING ROOM CLCs. 2'-8" GONG &'-0" 3_4 (2) 3052-5144 ECIRESS 01) - OWNER'S SUITE 8'-8" 2x8 �'-11" I V�J�22 W.I.C. I '-8" ciKITCHEN wI I_8" GL�.— ----- — &'-8" _ _ �-1-- — -- f � I _T C. V. OPT. o o l DWI I ry.� I �F I �� — L---- -- 51N#C IR-15H 3-S 19 - 3l-a" 2,_4" 3' ro LAUN. 2.8 S 8 0 31 1:I PAN. b36 RANGE b36 r - -8" CLCs. — -- �nl 3- V. ARCH. a •y'� I !Y �� C.I IV. > U E7 3'-4, 1_0. n u� � IIQ BDRM. 3 5,-a, GLCa. n Ll o� r- Q �jl BATH #2 BDRM.#2 8'—S' CII - i'-8' AA--P. C2) 3052-SH ECsl ■ 10'-0" 14'-0" FOYER CLG. 3068 W/ 36'XI0' TRANS. -ENTRY 4'-0" 3'-1011 2 8 4'-4" 39'-8" ATt G s I AGCE98 r ro DSL. TOP PLATE &PAR DETAIL 0. BATH 8'-8" CLCs. O' I_mll 1 1((// r V36 "Vx60' BDRM. #4/ 6 -8' GLG. 0 BOLLARD J AS REQ. PER 5LDCs. GODS -------------------- cqW a a 2._8 FLOOR e caaRcH OARM ARC][ i -2-8 LOUV. DOOR W/ AIR HANDLER ON METAL STAND OR 2-8 SOLID DOOR W/ RETURN PLENUM AND RETURN AIR GxRILLE. - VERIFY CONDENSER PAD LOCATION WITH SITE PLAN. - FRONT DOOR AS5E1" BLY TO 5E THER"IA-TRU FIBERGLASS DOOR W/ TRANSOM (SINGLE ASSEMBLY) - 20 MIN. FIRE: RATED DOOR FROM GARAGE TO RESIDENCE 70 5E EQUIPPED W/ SELF -CLOSING DEVICE: (R302B.1) F50R 5TH ED. (2014). 'vay "y EXTERIOR MASONRY WALL 5R3. HEIGHTS 8'-8" 5RG SQ.FT. CALC.'S LIVING: I'l 50. FT. GARAGE 430 90. FT. ENTRY 16 50. FT. LANAI 80 5Q. FT. TOTAL 2442 SQ. FT. COhPOW AND CLADDING WFD LOADS BASIC WIND EIMFE FOR 3 SECOND GUSTS OPHiIL34 TYPE SOUAfE FOOTLE ZONE M WH WILD NO FillAND MIN. WINDOW 10 5 34/-45 CRITERIA EXTERIOR SWING IS 5 33/-43 DR. MIN, CRITERIA 5.C%.D. MIN, 41 5 31/-39 CRITI=RIA 160-TO O.H.D. 112 5 29/-35 BASIC 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. CONiTiOL DATE 3/20h4 A R C H I T E C T S Design GrouFrn< 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W W U 121 0 F g U c a E 00 8LT8iiIP. de I�CiT. CREEKSIDE LOT #103 Pi�OJiCT� 04321.000 al�coaa� 4EBB "1828—CALI" Ct2 OVUM-. RIGHT PAGXk FLOOR PLAN 160 MPH EXP. C MELBOURNE ARCHITECT - STATE OF FLORIDA Dw Z 11/17/16 1=YPON 5KTllxl,l OR EQUIVALENT 8'-8" 8�3. iiCrtt� L 1_011 16"X62" FYF'ON DEGO. SPUTTER OR EQUIVALENT 4" RAISED BAND (TYF.) 0'-0" FIN. FL Im 0'-O' FIN. FLR. 0'-0" FIN. FLR.- a f:mrfmON LV12X24 OR EQUIVALENT TEXTURED FINISP 11_011 liol —OPT. COACH u LIC%HT FIN. PLR 0-0" FIN. FLR. ELEVATION II OFF RIDGE VENT J- Vil �- I , LEFT TE'.XTURZ-D FINISH OFF RIDGE VENT OFF RIDCaE VENT Y ELEVATION ELEVATION R OFF RICE VENT ro ELEVATION TEXTURED FINISH � 0'-0" r-IN. F=LR. �. 8'-8" BRCS. PST. 0'-0" FIN. FLR. 8'-8' BRG. PGT. tt Ci co Ell � -T A LOUVER, DETAIL SCALE: 1/21 rl 1 1,41011011 1 1 S :sign U Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W w 0 F a A F x S1.Ta=v. a LOT. CREEKSIDE LOT #103 PM 0432�000 NODEMA 4EBB "1828-CALI" GARAGE BVING: RIGHT PACM ELEVATIONS 160 MPH EXP. C MELBOURNE ARCHITECT STATE OF FLORIDA A*TE4 11/17/16 9CAEM 1/4"=1'-0" 1 a�, A R C H I T E C T S !11E� I A3 TYP. FRONT ELEVATION LEFT ELEVATION RIGHT ELEVATION 14B1 'N A3; TYR TY P. TYp.11 7A TYp. 14B NOTE: IF ZIP WALL SHEETHING IS INSTALLED, PLEASE SEE MANUFATURERS INSTALLATION PROCEDURES AND GUIDELINES FOR HORIZONTAL/VERTICAL CONTROL JOINT REQUIREMENTS. Des,n Grou inc. 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 6. W W U W F a f4 w q Ell iBv�1Y• d.' LOT. CREEKSIDE LOT #103 F RDaZCT# 04321.000 moDs%d 4EBB "1828-CALI" G ARAGM OWING: RIGHT pAaMk WALL ASSEMBLY 160 MPH EXP. C MELBOURNE ARCHITECT STATE OF FLORIDA DATE 11/17/16 DCAi. 1 /4"=1' — 0" l CsABLE END SR.4CINCs :SEE DTL. 14' SHEET D2 (2) 2X12 BM. TO 6X6 POST (2) MSTA-24 4 CI) I4TS-16 POST TO SLAB A5U66 (TYP. 2) 1X4 DIAts. STM. CHORD 5RACINCs, TYP. RANE=Y 6/5/14 k A R C H IT E C T S �� 0UPInc. 1441 N. RONALD REAGAN BLVD.' LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.abdesigngroup.com AA #: 0003325 J F W W 0 F a U cn A F A F: x ev�� ae soT CREEKSIDE LOT #103 P 04�321 000 moan 4EBB "1828—CALI": RIGHT PA;CFM FRAMING PLAN 160 MPH EXP, NANEY MELBOURNE ARCHITECT: (01STATE OF FLORIDA ml S;p 11/17/16 8CAkLM1/4"=l'-0" 8� A R C H I T E C T S CONNECTOR CHEDULECONTROL PATE: 01-05-11 SCHEDULE SIMPSON USP DES. UPLIFT GRAVITY DES. PTA 16-I8 UPLIFT GRAVITY FASTENER META-16 1450 ICO25 (5) IOd x 1 1/2" I -PLY, (6) I6d 2-PLY, (USP: (10) 1" X 1 1/2' - NO I6d OPTION) (2) META-16 IW5 (2) PTA 16-18 2800 (10) 10d x 1 1/2' I -PLY, (USP: (10) led x 1 1/2") 4515 (14) 16d 2-PLY (USP: NO I6d OPTION) PETA-16 1810 PTA 16 1810 (9) 104:;1 x 1 1/2' I -PLY, (8) I66 2-PLY USP: (10) 10d x 1 1/2', NO I6d OPTION PETA-20 1010 PTA 20 1810 (9) loci x 1 1/2' 1-PLY, (8) I6d 2-PLY USP: (10) IOd x 1 1/2', NO I6d OPTION Z Q v) < (2) PETA-20 2035 (2) PTA-20 LUGT-2 DPTA-20 MUGT PUGT-2 HUGT-3 LUGT-3 LPTA NO USP CONVERSION NO USP CONVERSION 3230 (10) IOd x 1 1/2' 1-PLY USP: (10) 10d x 1 1/2' 2r7O0 (12) I6d 2-PLY (USP: NO I66 OPTION) LGT-2 2150 1550 (i) - 1!4' x 2 I/4' TITEN, Z CUSP: BLK (5) I/4" WE, Woop (I6) loci DETAL-20 24M 2430 (18) - IOd x 1 1/2, 1 PLY MGT + 3%5 4115 (1) 5/8' A.T.R IN HIGH STIRMNGTµ EPDXY (MIN. 12" EMBED), (22) 10d TO WOOD (USP: (26) 10d TO WOOp) PGT-2 + 105W a 190 (2) 3/4' A.T.R. IN HIGH STRENGTP EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP: WOOD (8) 10d) PGT-3 + 10530 9860 (2) 3/4' A.T.R. IN PIGµ STRENGTH EPDXY (MIN. 12' EMBED), (16) 10d TO WOOD (USP; WOOD (8) IOd) LGT3-8082.5 3295 3525 (12) SDS 1/4"x3' TO GIRDER, (4) 3/8" x 5" TITEN PC) TO WALL (USP: CONC. (4) 3/S' X 5' WEDGE BOLT, WOOD (12) WS25) LTA2 1210 PARALLEL TO WALL 1210 PERPENDICULAR TO WALL 1510 (10) 10d x 1-1/2" (USP: (10) IOd x 1 1/2" VGT 4940 FOR SIMPSON VGT (I) 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. 12" EMBED), (16)-SDS 1/4"X3' TO WOOD (2) VGT 7185 FOR SIMPSON (2) VGT) (2) 5/8' A.T.R. IN HIGH STRENGTP EPDXY (MIN. 12' EMBED), (32)-805 1/4'XV / 2 PLY N 0- < I— Ln MTS-12 1000 MTW 12 HTW Ib PTW 20 HTW 24 LSTA 12 LSTA 18 MSTA-18 MSTA-24 MSTA-30 MSTA-36 KSTI 936 KTSI 748 LFTA 6 5pT 4 MP 34 HHCF' 2 RT I&A PHD 4A TDX 10 1195 (14) IOd x 1 1/2" (USP: (14) 10d x 11/2', (14) 10d) PTS-16 1150 1260 CI6) loci x 1 1/2' (USP: (16) IOd x 1 1/2", (16) 1") PTS-20 1450 1530 (24) 10d x 1 1/2' (USP: (24) IOd x 1 1/2', (20) IOd) PTS-24 1450 IS30 (24) IOd x 1 1/2" (USP: (24) 106 x 1 1/2', (20) 10d) LSTA-12 ++ 925 93o (10) 10d USP: (10) loci LSTA-18 ++ 1235 1235 (14) 10d USp: (14) IOd MSTA-18 ++ 1316 1310 (14) IOd Ugp; (14) 10d MSTA-24 ++ 1640 Iro40 (IS) led USp. (IS) led MSTA-30 ++ 2050 2065 (22) 10d Ugp. (22) IOd M5TA-36 ++ 2050 2065 (26) loci USP: d US: (26) 10 MST[-36 3800 3890 (36) 10d x 1 1/2' USP: (36) 10d x 1 1/2, MOTI-48 5065 5140 (48) 10d x 1 1/2' Ugp: (48) IOd x 1 1/2' P& s5o 1210 (8) 8d TO PLATES, (8) 86 TO STUDS (USP: (16) ad x 1 1/2', (16) Sd) SP4 985 945 (b) 10d x 1 1/2" TO STUDS USP: (6) 106 x 1 1/2" TO STUDS A34 395 300 1 (4) ad x 1 1/2' TO BEAM, (4) Sd x 1 1/2' TO POST. USp: (4) ad x 1 1/2' TO REAM, (4) ad x 1 1/2" TO POST. HCP2 645 800 (12) IOd x 1 1/2" USP: (10) IOd x 1 1/2' TO TRUSS, (10) 1" X 1 1/2' TO PLATE PIOA 1140 1380 (18) 10d x 1 1/2' USP: (9) IOd x 1 1/2' TO TRUSS, (8) led X 1 1/2' TO PLATE VGT * HDU4 4940 5215 (16)-SpS 1/4'x3' TO WOOD, (10)-SpS 1/4'x2 1/2' W/ THR/2 EADED ROD, (2) NUTS/WASPERPLY USP: 5/8' ATR MIN. T' EMBED SET IN HIGH STRENGTH EPDXY, (10) W83 WOOD SCREWS VGT * HD113 4940 10140 (I6)-5pS 1/4'x3' TO WOOD, (3)-3/4' STUD BOLTS W1 THREADED ROD, (2) NUTS/WASµER/2PLY USP: 7/8" ATR MIN. 7" EMBED SET IN HIGH STRENGTH EPDXY, (4) 1/8' THRU-BOLTS N © _ U Z Q ABU 44Z 2200 6665 PAU 44 PAU 66 LTS 19 LTS 205 HTT4* PTT4* UPHC) 11 TDX 10 2535 61,15 (1) 5/8' A.T.R. IN PIGH STRENGTH EPDXY, (MIN. 7" Et*15ED.) IN GONG, (12) I6d TO WOOD USP: SAME AS SIMPSON A5U 66Z 23M 120M 2380 16005 (1) 5/5' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 7" EM15EP.) IN CONIC., (12)16d TO WOOD USP: SAME AS SIMPSON LTTI9 +++ 1340 1205 (I) 3/4" A.T.R. IN HIGH STRENGTH EPDXY, (MIN. T' EMBED.) IN CONC., (8)10d TO WOOD USP: SAME AS SIMPSON LTT205 +++ 1500 1105 (1) 1/2' A.T.R. IN HIGµ STRENGTH EPDXY, (MIN. i' EMWD.) IN GONG, (10JI0d TO WOOD USP: 3/4' ATR MIN '7' EMBED SET IN µlGµ STRENGTH EPDXY, (10) led, (10) IOd x 1 1/1', 2-1/2' PTT4 4455 4160 (1) 5/8" A.T.R. IN µlGµ STRENGTP EPDXY (MIN. 7' EMBED) IN GONG, (18) SDOIo X 11/2' (U8P: (20) I6d X 2-1/2") USP HAS MORE NAIL OPTIONS: (20) 10d, (20) 10cl x 1-1/2', (20) I6d x 2 1/2' HTT5 BOW 5005 (U 5/8' A.T.R. IN HIGH STRENGTH EPDXY (MIN. t" EMBED) IN CONC., (26) I6d X 2 1/2' (USP: (20) I6d X 2-1/2') USP HAS MORE NAIL OPTIONS: (28) 10d, (28) 10d x 1-1/2', (20) I(Pd x 2 1/2" HHDQII-SDS 2.5+ 11010 143SS lU I' A.TR IN µIGH STRENGtµ EPDXY, lMIN 10' EMBED.) IN CONC, (24) SDS 4" x A' WOOD SCREWS (USP: (24) W63 WOOD SCREWS) PD75 6645 10140 (1) 1/8" A.B. IN HIGH STRENGTP EPDXY, (MIN. 7" EME*ED.) IN GONG., (3) 3/4" STUD BOLTS TO WOOD (USP: (4)1/8" BOLTS) N � Lil Z Q _ MBPA 3.56/11Z5 3415 5330 NFMi5X12U µUg4i21F µp410 IF Hp11f8-ZIF H0210-31F LGut-126-2 2580 11130 SIMPSON: (1) 3/4' A.T.R IN HIGH STRENGTH EPDXY, (MIN. 6.15, EMBEDMENT) IN CM.U. TOP, (U 3/4' A.T.R. IN HIGH STRENGTH EPDXY, (MIN. 6.15' EMBEDMENT) IN C)"f.U. FACE, (18)loci TO BEAM USP: (U 1/2' J-BOLT W/ MINIMUM 6: EMBED. * NOT LE86 THAN 4' FROM EDGE OF CONC W1 3/4" DIA ITW RAMSET/IQMDHEAD DYNA BOLT SLEEVE ANCHOR OR Ea W/ MIN. 5' EMBED DEPTH INSTALLED IN THE FACE. ) T µUSG412 (HOOP) 3635 2660 (FLR) 3060 2110 (PLR) (10) I6d TO HEADER, (10) I66 TO WOOD LISP: SAME AS SIMPSON 3265 (ROOF) 3325 (ROOF) µUG410 (CMU) lam 492o 1305 5000 (15) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 16 6 TO WOOp: (USP: (18) 1/4" x V WS3 SCREWS, (10) IOd TO WOOD. USP (20) 3/16' TAPPER+, 00) 10d TO WOOD HUG210-2 (CMU) lam 5085 1305 5000 (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (10) 196 TO WOOD: (USP: (18) 114" x 3' W63 SCREWS, (10) 10d TO WOOD. USP (20) 3/16' TAPPER+, 110) 10d TO WOOD WUC210-3 (CMU) 1800 5085 1305 50oo (18) 1/4' x 2-3/4' TITEN (9 PER FLANGE) TO CMU, (lo) IVd TO WOOD: (USP: (16) 114" x 3' WS3 SCREWS, 00) 10d TO WOOD. USP (20) 3l16' TAPPER+, (10) led TO WOOD LGUM26-2-5D5 1430 5595 2125 6065 (4) 3/5' x 4' TrMN HD ANCHORS (2 PER FLANGE) TO CMU, (4) 1/4' X 2 1/2' SDS SOWS TO WOOD, IJBP (4) 3/S' X 4" WE BO T+i WS3 WOODSC WS HIGH STRENGTH EPDXY = SIMPSON 'SET EPDXY -TIE". CONTACT THE ARCHITECT/ENGINEER OF RECORD FOR WRITTEN APPROVAL PRIOR TO SUBSTITUTING FOR SIMILAR EPDXY PRODUCTS OR USP - CIA ADHESIVE ANCHORING SYSTEMS. + WHERE ANCHOR EMBEDMENT 15 GREATER THAN 1' DEEP, THE VERTICAL CELL IN C.M.U. WALL MUST BE FILLED SOLID w/ GROUT. ++ led COMMON NAILS CAN BE SUBSTITUTED WITH loci x 1 1/2' NAILS IN CONJUNCTION WITµ A 23% REDUCTION IN THE ALLOWABLE LOAD. WRITTEN APPROVAL FROM THE ARCHITECT 15 REGIIRED FOR THIS APPLICATION PRIOR TO INSTALLATION. in +++ MINIMUM EMBEDMENT INTO THE TOP OF A BONDBEAM WILL 5E 5% MINIMUM EMBEDMENT INTO THE FOUNDATION WILL BE '1" Ld [--- O A.T.R. - A-301 ALL THREAD ROD (SIZE, PROTECTION TYPE, LENGTH, ETC. VARIES) Z BECAUSE OP THE WIDE VARIETY OF MATERIALS, LOCATIONS, AND CONDITIONS THAT MAY AFFECT CONNECTORS, THE CONTRACTOR MUST BE RESPONSIBLE FOR MAKING SURE THAT THE PROPER CORROSION PROTECTION IS USED. WHEN USING STAINLESS STEEL CONNECTORS, USE STAINLESS STEEL FASTENERS. WHEN USING ZMAX / PDG GALVANIZED CONNECTORS, USE FASTENERS GALVANIZED PER ASTM-AI53 USE OF EXPANSION ANCHORS WILL 5E EVALUATED ON AN fSDIVIDUAL BASIS AND MUST HAVE WRITTEN APPROVAL FROM TPE ARCPITECT/ENGINEER OF RECORD PRIOR TO USE. ALL CONNECTOR VALUES BASED ON SIMPSON "WOOD CONSTRUCTION CONNECTORS C-C201-1" , 'HIGH WIND -RESISTANT CONSTRUCTION F-C-PWRCAGI6, AND ANCPORING *.FASTENING SYSTEMS FOR CONCRETE * MASONRY CATALOG C-5AS-2012 * USP STRUCTURAL CONNECTORS 20115-2016. HEADED SPAN CHART SINGLE STORY APPLICATION 91z1= CLEAR SPAN 05L 2 D5L 2 D5L 2 D5L 2 x 6 x S x 10 x 12 UP TO 5'-4' 5'-4" TO 7'-0" " 11-0' TO 10"-0 10'-0" AND OVER TWO STORY APPLICATION DOWN STAIRS slzE: CLEAR SPAN D5L 2 DSL 2 D5L 2 D5L 2 x 6 x S x 10 x 12 UP TO 5'-0" 5'-0" TO 6'-4" 6'-4" TO 8'-0" 5'-0" AND OVER MINIMUM WALL AND HEADER STUD RE UIREMENTS MAXIMUM HEADER SPAN (Ft.) UP TO 5'-0" TO g _0" F N.C. 4'-11 I/2° 71-11 1/2" AND UP NUh 15ER OF HEADER STUDS SUPPORTING END OF HEADER 1 2 3 NUt-15E:R OF FULL LENGTH STUDS AT EACH END OF PEADER 1 2 3 d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W y W v W may. 0 F 0. v W A h Q Cti r< eyia�G�y q y: ;y e eummv. de %ass: CREEKSIDE LOT #103 Fmon=T# 04321.000 b00sma 4EBB "1828-CALI" QAAAaZ BWnM: RIGHT PAOM CONNECTOR SCHEDULE ARCHITECT STATE OF FLORIDA np 11/17/16 OCALS.- 1/4"=1'-0" 4.1 ELECTRICAL LEGEND SYM50L DEFINITION NOTES 125V OUTLET 20 AMP SMGI.E POLE 110Y OUTLET 4!) Hoy OUTLET T Cr OUTLET WILD Poo sWlTcl-I GFI IIOV OUTLET EOUIPED WKKfRYP FAU TNT EfillpIER (TAI-MR RESISTANT IT 220V OUTLET (4) WIRE 00NI'eOTION CAI TER OUTLWA,PROGF ET GIRDWO INPtERT SWITCH 03 SWITCH 3-WAY OPER u/4 SWITCH 4-WAT OPER /� WALL MOUNTED I�f LIGHT CEILING: LICsl4T \Qi VP LAPOR PROOF `pp\ RECE86ED CAN WALL 6caNOE �- Plm_WILD VENT. PAN I 0 "I PER SQ PT. VENT. FAN W/LIC*4t 1 CFM PER 80. Pr. FIXPTl5 (BPE:G'8 TBD 157 4 FLUOFmBCENT 2-BULB WRAP 1 Ht ARCuND _ 2'FLUORESCENT 4' FLUORESC.Mr 4' TRACK LIGHT 0 PANEL METER & HARDIOM 5-ICKE PETECrOR WALL MOUNTED BUTT. BACK-UP SD. &MCKE DETECTOR W/ HARDWM CA111,5014 rlowxlc)ro 6MOKE DjCTOR COI'IDO BATT. BACK-UP W/ H'N'INVIUM INTER-GCNNEGIEP 814ALL BE A DISTANCE OP NOT LMM THEN 4' PENDANT LIGHT NATURAL GAS OUTLET ► TELEPHONE JACK WATER HEATER IGNITION TO BE ELEVATEDVAI DISCONNECT a/C AIR. CONDITION DlecovNEcr N❑. TELEVISION JACK CEILING BOX REMIRM TO BE BUPPORIEP IN W/ O J_BOX ACCORDANCE BOX CEILING FA)N/LIGHTIAO=OROANCE W/ BOX MARKED AS SUCH FOR FLOOD LIC44T FKP OPT. SEC4RI1_7 KEYPAD P.5. PU814-BUTTON FOR Cd-IIMES Use PORT o LOCATION OF TV JACKS 4 PHONE OUTLETS FANS TO 5E VERIFIED 0 HOMEOWNER PRE -CONSTRUCTION MEETINGS. . ALL RECEPTACLES IN ALL PA51TA5LE ROOMS TO BE ARC FAULT PROTECTED PER ELECTRICAL PROVI5ION8 OF FBCR 5TI-4 EDITION (2014). • 20 AMP DEDICATED LAUNDRY CIRCUIT. . GFI o ISLAND (NOT ON KITCHEN CIRCUIT) DISPWASPER DISCONNECT TO BE LOCKOUT IN PANEL • 5ATPROOM EXHAUST FAN TO HAVE MIN. CAPACITY OF 50 CFM INTERMITTENT PER ELECTRICAL PROVISIONS OF SECTION M15013 F15CR 5TH EDITION (2014). • LAUNDRY ROOM RECEPTACLE SHALL 5E GROUND FAULT CIRCUIT -INTERRUPTER PROTECTION FOR PERSONNEL ON FEEDERS r WIRING: METHOD SHALL 5E NON METALLIC CA5LE PER ELECTRICAL PROVISIONS OF FBCR 5TP EC) (2014). r ALL WORK TO COMPLY WITH ELECTRICAL PROVISIONS OF THE FBCR 5TP ED (2014). CEILING LANAI MTD. LIGHT TO 5E I INSTALLED3" PROVIDE 13 J-SOX FOR 1 OPT. FAN 1 F'I \ c� LIVING ROOM � 31 PRE -WIRED CLG FAN / 30 \\ I d \\ I 1 \\ 1 SWITCH IN OUTLET — — — — GA51NEt FOR DW I 9 GFI CsFI / 1920 — ---- / 4I 1920 / 116 F DW / L KITCHEN —=L / VAN. L — ` 31 \ HOOD WIRE W/�� ,c�, OUTLET FOR FUTURE MICRO �^ BD—Ki.3 26 PRE -WIRED \ CLG FAN \ 1 s Zb Q 2 :f `! BATH # BDRM. PRE --WIRED 27 CLG FAN 1 I 1 2% DINING,. ROOM 51 -6 11 31 1 La llo 31 31 \ \1 / / IT 30 R I 31 — I � I F'-S- FOR - I GARAGE I DOOR I Sr 1 II I I 30 II II I I�I I II /t 31 \ FOYER I — ENTRY / 13W�pp r 13 CaFi 10.5. FOR OWNER'S _ �24 FIRE -WIRED CLG FAN / ATH lJ I BDDREM. #4/ PRE-WIWIRED CLG FAN WH r AFF. 50LLARD \ As REQ. \ WALL MOUNTED PER 5LDC \ LIGHT W/SWITCH IN CODE \ ATTIC \ GFI 13 13 CLG. 1 KEYLESS OUTLET FIXTURE GARAGE IRRIGATION OUTLET a 48" A.F.F. \ 6m I IPo Poll — — — — — — — — — — — — — — — — — — — — \\— — — — — — — — — — — — — — — — — — — — ___�13 OPT. COACH LIGHT 128pusyll will 2,4 13 METER FIELD VERIFY LOC. PROVIDE 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 C . NO. WRE SIZE BKR T RIP TRIP AIR HANDLING UNIT 60 6 1121 8 35 CONDENSER AIR HANDLING UNIT 60 6 3141 8 35 CONDENSER RANGE 50 6 5161 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 UGHTS 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 APPL ANCE 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 LIGHTS AND RECEPTACLES TOILET ROOM RECEPTACLE(S) 20 AFCI 12 25 26 14 15 AFCI BDRM. #3 LIGHTS AND RECEPTACLES BDRM. #2 LIGHTS AND RECEPTACLES 15 AFCI 14 27 28 14 15 RRIGATION CONTROLS ONLY BDRM. #4/LOFTS LIGHTS AND RECEPTACLES 15 AFCI 14 29 30 14 15 AFCI GENERAL LIGHTS AND RECEPTACLES GENERAL LIGHTS AND RECEPTACLES 15 AFCI 14 31 32 SPARE SPARE 33 34 SPARE SPARE 35 36 SPARE SPARE 1371381 SPARE SPARE J391401 SPARE NOTES: A. CONFIRM BREAKER AND WIRE SIZES WITH EQUIPMENT PROVIDED. B. HARE 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 MULIIWRE BRANCH CIRCUIT SHALL BE PROVIDED WTH A MEANS THAT WILL SIMULTANEOUSLY DISCONNECT ALL UNGROUNDED CONDUCTORS AT THE POINT WHERE THE BRANCH CIRCUIT ORIGINATES. D. PHONE h DATA HARE TO BE CAT 5 E. CABLE TV WRE TO BE RG 6 F. MAIN BREAKER TO HOUSE TO BE 22 K AIC. H. MAIN TO ALWAYS BE LOCATED NEXT TO METER, 1E�O A f= ELECTRICAL RISER NOT TO SCALE. GENERAL NOTES: A. ELECTRICAL MATERIALS AND INSTALLATIONS SHALL COMPLY WITH ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014) LOCAL CODES, AND ALL LOCAL POWER COMPANY REQUIREMENTS. 5. ALL CONDUCTORS SHALL 5E TYPE THHN/CHWN UNLESS NOTED OTHERWISE. POUTER COMPANY TRANSFORMER GRADE PROVIDE 150 AMP, 120/240 VOLT, 1 PHASE SECONDARX ELECTRICAL SERVICE. PROVIDE 3 M COPPER (CU) IN 1-1/2'' DIA SCHEDULE 80 PVC CONDUIT OR PROVIDE 3 02/0 ALUMINUM (Al_-) IN 2" DIA SCHEDULE 80 PVC CONDUIT UNLESS SERVICE IS PROVIDED 5Y THE ELECTRIC COMPANY. COORDINATE WITH THE ELECTRIC COMPANY PRIOR TO 51D, LOAD CALCULATIONS ONE FAMILY DWELLING WITH HEAT PUMP (NEC GODS 102) HOUSE PLAN: MODEL "'CALI" LOAD INFORMATION VA 1828 8Q FT GENERAL LIGHTING X 3 VA PER 3Q FT 5484 2 20 AMP APPLIANCE CIRCUIT AT 1600 VA EA. 3000 1 LAUNDRY CDNCUIT 1500 1 RANGE AT NAME PLATE RATING OR CooVmp/OVEN 12000 1 WATER HEATER 4800 1 DISHWASHER 1200 1 CLOTHES DRYER 5000 1 DISPOSAL 600 1 MICROWAVE 1800 1 REFRIGERATOR 1200 SUBTOTAL OF GENERAL LOAD 35884 FIRST 10 KVA OF GENERAL LOAD AT 100% 10000 REMAINDER OF GENERAL LOAD AT 40% 28524 VA x .4 10354 TOTAL NET GENERAL LOAD 20354 3.5 TON HEAT PUMP (W/ 5HW EMERGENCY HEAT STRIP) 21 AMP x 240 VA= S.6 TON COOLING SYSTEM 40 AMP x 240 VA • 9800 '. NET GENERAL LOAD 20354 NET TOTAL HVAC 9800 TOTAL LOAD 29964 CALCULATED LOAD FOR SERVICE 29954 VA/240 V= 126 AMP 150 AMP SERVICE *WORST CASE SCENARIO — HIGHEST RVAC LOAD USED FOR CALCULATIONS.• NEUTRAL CALCULATI LIGHTING, APPLIANCE, LAUNDRY LOADS: 14,283 VA 3000 VA a 100%, REtIAINDER a 35010 NEt LOAD: 6,949 VA RANGE: 12,000 a 10% 8,400 VA DRYER: 5,000 a 10% 3500 VA TOTAL 18045 VA NEUTRAL AMPACITY: 18,485 / 240 = 18 A 02 AL MINIMUM NEUTRAL CONDUCTOR, PROVIDE 302/0 CU,THWN + 1% CU IN 2" CONDUIT OR 3 0410 AL, THWN + 1% CU IN 2' CONDUIT. (CONDUIT TO TERMINATE A50VE SOFPIT a OVERHANG:.) COM51NATION SERVICE 150 AMP DISCONNECT SWITCH AND 120/240 VOLT M ELECTRIC METER IN I PHASE NEI`1A 3R ENCLOSURE MLO PANEL 150A/2P MC5 TELEPHONE SERVICE ENTRANCE EQUIPMENT INTERSYSTEM 50NDINCs TERMINAL AT LOW VOLTACZ CONNECTIONS GABLE TELEVISION SERVICE ENTRANCE EQUIPMENT -- 1 "4 CU SERVICE GROUND CONNECTED TO CONCRETE ENCASED FOOTER STEEL PER ELECTRICAL PROVISIONS OF THE F5CR 5TH EDITION (2014). 5/8'' DIA X 8 FT LONG COPPER CLAD GROUND ROD A R C H I T E C T S Em 1 N. RONALD REAGAN BL LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F w W U W 0 F V A F 2 CREEKSIDE LOT #t03 F 04 1 000 mo0ma 4EBB %828—CA GARAQS' 9 WEN : RIGHT PAGW. ELECTRICAL PLAN 160 MPH EXP. C MELB_QjJJ_?,AE ARCHITECT: STATE OF FLORIDA vil Dom,; 11/17/16 SC AS 1/4"=1'-0 call. z 12XI2 OWNER'S SUITE 1-t50X6 -1 C-11 5X4 �51GFM i o� �J BATH ICX6 -15 CFM BD DEN#4/ 6 Es 1M 12XI2 DINING ROOM 10x& 0 120 CFM 10X6 120 CFM 001MM: LIVING ROOM I0X6 120 Cr II 5X4 411 (p 45 CFM Iry a I I 10x6 KITCHEN F-, 120 CFM - J L- F 8X4 _ 40 C Q I - - - 1 RA MAOUN I IE I-4RU., 411 1 1 LOUVER 16" PLANTATION IW-04 2'5" BDRM.#3 MAX AIR 10X6 i 554.15 CFM �5 CFM 12X5 00 I I 4, L - J GARAGE HVAC LAYOUT 10X6 6 �% 15 CFM sxCo FM4 �. � 11 12xe BAH #2 1HH1 PASS �T� �- O/ 10X6 I5 CFM FOYER BDRM.#2 CALI EG2UIPMONSSCI�EDULE MFCs CARRIER Cu 25H5C536A — — — AI-IU FV4CN5006 — HEAT 5KW SEER 15.5 SEER ENTRY TOTAL CAP 35400 ELECTRIC 206/230/11-IP 5RKR Cu 35 AI-IU 35 REF LINES 3/4' E 3/5" u F w U w 0 F U a F A aUANW1V. a LOT: CREEKSIDE LOT #103 ffiODmma 4EBB "1828-CALI" GARAOR 9'RWQ: RIGHT PAQM H VAC PLAN 160 MPH EXP. C OU mt 6 0117 RECOPY _ (115 FQMW VERTICALLY W/ CONC. / ` ! N 19 ►/�,^`` `� POUR CELL STUDS W' M - SEE ENERGY CODE FORTS FOR IN86{LATION R-VALUES � TO STD � z • L MAX TEXTUED PNISH SECU T. TO SLAB W/ ' IGK 2500 PSf • iS DAYS L tL. CONC. SLAG IEiNTORCED W/ v ? S• CiMU SE T. PLATE TO SLAB W/ J• W/ 4' YkaBHER 7' MASONRY NAIL • N' O.C. MAX Imd i x 6 - WIAAIRA WWM. �. In' GYP. U_ W. ANCHOR BOLT WV 2' WASHER T' EMBED. • 37' x MAX ° N08!NCs'� WOOD BABE EMBED. MIN. • 32' OC MAX 0'-0' FIN. PLR e R S `) N m z p SLOP d' C-Ow- REINFORCED W/ 6'Xi' a •. e y W - a T WLRXWIA IAW OR FIERMESH ON 4' CONC. IEIWCRMD W/ 6'X6' WAXW,4 4' CONC, REINFORCED W/ 6'X6' WIAML4 4' CONC. REMFODED W/ 6'X6' WIAXWIA IUS L1 tL 6-MIL. VAPOR RETARDER ON W{F OR FICERMESH ON 6-MIL. VAPOR WCF OR FIBERMESH ON 6-MIL- VAPOR WYF OR FlBERMESH ON 6-MIL. VAPOR AMFER YELL-OOMPACTED CLEAN FILL. L' IRETA'RVER ON WELL-COr'IPACTED CLEAN RETARDER ON YELL -COMPACTED CLEAN z w' REtA9®ER ON LLELL-COMPACTED CLEAN • _ -} m FILL TERMftc TREATMENT TO ME - 4 - -4 4' - 0 �„ e, MORA-CARE APPLIED At PRNMING. III( ww '- - TERMITE TREATMENT TO SE L PILL TERMITE TIEATMENT TO IE - 0 PILL TERMITE TREATMENT TO BF L µ 0 BOR4-CARE APPLIED AT KiFIV•iRiCa. ,� 0 N O 0 _�, 4, 4�� m (2/ 5 RE)AR ON CHAIRS (3) 'S REBAR ON CHAIRS 4 a . BORA-CARE APPLIED AT FRAMMING. - 0 BOIS/+-CARE APPLIED AT PRNMINC•. u 4° v v v-m l415 REBAR ON CHAIRS ® Q w z OW L o 4 2' 2"' —r n' MIN. BELOW GRADE IN FOREQ�ROUND (7) 5 REPAIR ON CHAIRS • • rI 1—STORY FOOTING 1—STORY FOOTING 2—STORY FOOTING 1—STORY FOOTING 1 W BLOCK WALL 2 AT L.B.W. (W/ UPLIFT) 2 AT L.B.W. ��AT L.B.W. (W/ NO —UPLIFT) 3 STAIR DETAIL 3A NOT USED SCALE' Rn'.r-® SCALE: Rn'=r ®' SCALE: •` 4' CONC. REW. W/ 6'xb' WI4XWIA0 WJ M ON 6-MIL POLY ETHYLENE VAPOR RETARDER \Y' 4" ON WIE ATME O'MPAL M CLEAN FILL TERMITE 4' b-MILCNr, POLIV%Y W/ YL WL4APOR WIM-I STUDS w or- - O TREATMENT SHALL � BORA-CARE AN 6-MIL POLY EtHTLp'!E VAPOR 8'iUDB li' O,C. MAX m u e" ,ETAI®ER ON YELL -COMPACTED CLEAN HZ01: SECURE P.T. B!U 5 REBAR! ON CHAIRS .4' 4'. FILL TERMITE TREATMENT SHALL LE S 50"OM PLATE T SECURE BOTTGm FL S W/ vMASONRY• ' BOFtA-CAE Sp4 3Z'O SIMPSON SP4EDGE T aF SECURE BT. PLA IGHT 0= EcuE BT. 70 BLAB {'x5'THICKEN .�\GARAGE STEP—UP p WTu`�'eLPEAN O-IORD vARIEB W17H SLOPE T W �EETT �D- eATE r0 SLAB uu oa w15 -E:IR'•I'-®'NON—BEARING '`\`^'\jMFt • 3�'�M • 37. O.C. TAX - 5 SCALE: I =,'_ Y w 'EPDXY?ell EXPANSION EPDXY NOT FOR E)Q'ANSION w K BOLTS 4 W ? a _ - w .. a.. - - \ ONCb MIL POLY ETHYLENE VAPOR 1,40 � L I Q 1'-.-' ' -) - °... - ' .' RETARDER ON IIELL-COMPACTED CLEAN - a FILL TERMITE TREATMENT SHALL BE REIN FVRICED W/ 6'X6' WL4XIUI,4 .. .• ? • `• a °-. • - BOR4-CARE OR MERMESN ON 6-MIL VAPOR w 4' GONG; IERFO�ED W/ 6'X6' WLW6FJIA 4' COR EERFORCED W/ MIL. WIAbIIIA d' COR UNFORCED W/ MIL. WI OR RETARDER ON YELL -COMPACTED CLEAN a C, PEMP. UV b':ai' WIAXWIAO US)M ON I� IWP OR FfBEl8MES4i ON 6-MIL. VAPOR WYF OR Ft[9cRMESH ON 6-MIL. VAPOR W W1F OR PIBERMESH ON 6-MIL VAPOR .. CU 5 REBAR TREATMENT SHALL BORA-CARE U J P -GAME APPLIED AT FleAN11R'IG , 0 a"- ° RETARDER REATMENTITO DED CLEMI RETARDER ON LLEATMENT TO DED CLEAN � w - - (R) 5 REBAR ON CHAIRS FILL TERMITE TREATMENT TO EE Q 6-MIL POLY ETHYLEE VAPOR WTARDER ARDER ON WELL -COMPACTED CLEAN z w W z BiORA-GAZE APPLIED AT FRAFTIWCa. " YELL-OOI"R°ACTED GLEAN FILL TERMITE LL. tERMITE T17EATM9dT TO BE L ? PILL. TERMITE TREATMENT TO BE FILL TERMITE TREATMENT TO BE ,n 0 -4' -m' .4" . BGrRq - a^ 4' BORA-CARE APPLIED AT MAMWf n o .4, I'-°' a^ . BORA-CASE APPLIED AT FRAMING. W 5 IW54R ON CHAIRS v (2) 5 EBAR ON CHAIRS (3) 5 1�4R ON CHAIRS � s � !7) 5 REBAR ON CHAIRS -8 3" MI Z 4' 4 GARAGE STEP—UP LQ p 4 p GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP GARAGE STEP—UP 2—STORY L.B.W. -0 1—STORY FOOTING NON —BEARING 6 L.B.W. W UPLIFT 6��AOLPYI/2'1-11�01 L.B.W. W/ UPLIFT 6B L.B.W. W NO UP W/NO UPLIFT °�: 'I'-@� scALE: 1�ol -0' @EE��ENDED FOOTING 4A AT FRONT PORCHES rJ EXTENDED STEP eTSM%OLLTOBEMIN,3COURSES �' "@ S SCALE: I!1'=1'_0' GRADE �.++-c` EGAD DOOR SECUE P.T. BT O11 In'X5' 1' , m E]'IBED, • ' OC (V 5 REBAR VERTICALLY LW CONC. (1) 5 REBAR! 4' CONC. EINP. W/ 6'xb' (11 4bULAO U ZI F'OYREp CELL W/ CONC. L ON 6-MIL POLY ETHYLENE VAPOR SECURE P.T. BT. PLA O AB 77�) S, z _ RETAfi PER ON DELL -COMPACTED s In'XS' ANCHOR L 6' Cm - CLEAN FILL TER'TITE TREATMENT SHALL 4, Cair- El'IBED. MIX • a> - z L Q : O&BEMIERIMP15y USE OF in BE 00RA CARE T6EM`L POLY ETl-4, WINK 1YLENE VAPOR Fi�-1' ON NOTE, OPTIONAL USE OP - • 6AR6OE COMMPACTED CLEAN PILL TERMAITE 4' b" 4' COyG. EMF. UV 6'x6' W4FXWIAO WLM �' CONotEfE CURB • ciAl•AOE J T 2 -PJ' 4" 5 REBAR CN CHAIRS AT1MEjNT SHALL BE BORA-CARE �, UWLLS TO � DETERMNED BY BY DIVISION. ON 6-MIL POLY ETHYLENE VAPOR ISUILDER BY DIVISION- BTUC..CA (U 5 REBAR ON CHAIRS ■ w ' a . • IETARDEROV WELL-CaMPAGTeD GLEAN a s70P 9 CONCRETE PAD Y a e seALE, In'.r-o GARAGE DOOR FO Q a. EINIP. Wl b'xb' WIAJNAAO WWM FILL TERMITE TREATMENT SHALL BE STOP CURB FEIGFRT VARIES ? ON 6-MIL POLY ETHYLENE VAPOR �,. , pORO" m CUR® HEKaR•iT VARES w w - 11 SCALE. In RETARDER CN WELL -COMPACTED CLEAN 1 - w w rt - - . or PRLL MR'tITE TREATMENT SHALL 5E z w (3) 5 REBAR ON CHAIRS z Q Z L a �. .. . VAR r.W a BORA-GATE n p 4�� g - B'g„ 4° ? o O w�° 'I' COVG. IEPFOROED w b'x6l W~4 �' r IE1A DOMPIL. VA CLEAN W Sicio, TRACK FR00R 6 3 < (I15-�- 1 _ 6'as FINISH z w (Z) 5 1EB.4R ON GHAUQ9 yNF OR P:M ERMESH ON 6-MIL VAPOR F • ' FILL. TER•TITS TREATMENT 70 m L > •. TAI®ER ON YELL-GOMPAiGTED GLEAN BORA-CARE AMILIED AT FRAMNG. �y a - r ' -v 1'-0. 4' a FILL. TERMITE TREATMENT TO BE- u R ? m 2-STORY L.B.W. p 4' GARAGE STEP- � �TORA CARE APPLIED At Ri•N"IIMG. - w \^v\J LL z 4 I'-�" 4" , (81 5 REBAR aN CHAIRS L> 4" _ a o (3) 5 REDAR ON G-LAIRS 7 LQ L0 GARAGE STEP-UP �O�ENDED FOOTINGm m4 =� �° %i i• 1-STORY L.B.W. ALE rr2'=r-0`\i�i�� '!r✓� W UPLIFT 1-STORY FOOTING 2-STORY FOOTING ��'�" EXUDED SLAB „� HErT AREB 8 AT GARAGE 5C GARAGE 10 12 SHOWER RECESS FOOTER E 6 D EXTENDED FOOTING In, DR n . GE SLAB AT S. G. D. SCALE: I/2'=V-0' SCALE: IQ`=1'-0' SCALE, r=r-m, SCALE, I'=1'-0' z � _ (V 5 REBAR VERTICALLY W/ CONC. - 4' GONG, REtl'F. W/ i'xi' WI4XWL40 WW"I POURED CELL `° ON 6-MIL POLY ETHYLENE VAPOR �1BEE ENERGY DOPE - -.a RETARDER ON YELL -Co MPACMD CLEAN 1�:INWLATION IQ VALUES 6 - FILL I FR"I TE TREATMENT SHALL ME TEXtURED PNI614 50RA-CAIM S' GNTII E (2) 5 EBAP ON CHAIIoB GROUTED BCND BEAM L I"' G $ SLAB AT GARAGE q vaRIE6 F£R ELEv. 7 SERVICE DOOR �\^`' TOF��A�EBAR y v7'=1'_O' Y REBAR W/ 10, HOOK TIE VERTICAL REBAR YY a ®'.:0' FIN. FLR °'� 7O HORIZONTAL a GROUTED BOND BEAM ° REBAR W/ I0' HOOK AL , a ' vAREB PER ELEV. - VARIES PER ELEV. ' TOP 9 4' CONC. RENVAORC£D W/ 6'X6' 14 NOT J WI.4 WA WYF OR FI�RMESH ON GAS a a ° - _� a' 6-MIL. VAPOR RETARDER ON WELL -COMPACTED CLEAN PILL. POURED L T. (7YP3 117 NOT USED `'R""�D BOND"M r C •_ _ ��' TERMITE TREATMENT D T 8' GNN F91 1 m CM I (TTP.) R� GAS L ^� 0 6' PVC CHASE THRU FOOTING ., BONA -CARE APPLIED AT : ••. FR6uMINCx 0 q. g S' 4' (3)5 REBAR ON CHAIIE y` 7X WELL PRNMNG 9' OMU I-SYORY <o ANCHOR BOLTS m (4)K'XT' J� r1n' DRYVALL MIN. S' E14 EPMENT W/ 2W'XI/8' / �R�9 R ON CHAIRS _- WABFER AND NUT SPACED EVISICY PW-t WOOD BA{E . FLOOR TO BOND BF.AIM. SET N.IONTS (3) 5 REDAR ON CHAIRS 2—STORY FOOTING PRIOR TO FILLII'13.(SLEEVED A1404ORIN scL13 AMABLA W BLOCK WALL EXT. /INT.D FlommRAME WALL TTO '° !IJ 5 REBAR VF-RrIGALLY W! GONG. SCALE:Ia"=r-0' BLOCK WALL CONNECTION POUR CELL 15 SCALE: U2'.I'-0' SEE ENERGY CODE FORMS FOR q'` INSULATION R-VALUES - - e CMU ° FOR IN6PECCLEANCUT EtIWI'FED Q FOR INOUTSPECTION RECURRED FOR INSPECTION 16 GAS LINE THRU BLOCK I/!'GYP-UL. so. �I' 0 z WOOD BASE F E Ia. NOT USED 4 w 4' COW, perw. W/ 6•xb' WAXWIAO UWM - ON 6-MIL POLT ETHYLENE VAPOR z ( RETARDER ON HELL -COMPACTED GLEAN _ 0'-0' FML FLR J, 0 -0' P.� I FILL TERMITE TREATMENT SHALL BE _ 0 BORA-CARIE 'a TIE VERTICAL REAR �' _ TIE VERTICAL REBAR STRENGTH ENGTH E OX M SIMPSON Fi K . , I � e - TO HORIZONTAL TO HORIZONTAL z � BTENCaTH EPDXY 6' E'IBFD. MM. !7) 5 REBAR • I -STORY .. ' - a.; REBAR Ul/ 10' HOOK !3) 5 REBAR • Z-STORY REBAR UU 10' HOOK Y ' � s n OUTSIDE REBAR TO BE i' PVC CHASE THIeI FOOTING Z z w L 1: 4' CONG. REIW. W/ 6'x6' WIAX611.40 1 (V 5 VEfiT. Cid{EL � A WiLM ON VAPOR ET IL POLY PER R114 rLEME m—• �-' �. .' � 9 LA�� bOJDAR AT �E L T i-STORY • ` �10 WELL -COMPACTED CLEAN PILL - Yr/76'LAPMIhI 'n0 y4 ,'4.' (2)5REBARONCHAIRS HORIZONTAL/VERTICAL TER'IITE TREATMENT SHALL Me - 0 1 _4 2-STORY BORA-� 2'-I'MIN.LAP (3)SREBAIRONCHAIRS HORIZONTAL/VERTICAL REINFORCING AT TYP. RETROFIT FOR PIPE THROUGH � REINFORCING � BEARING CHANGE OMITTED DOWELS REBAR LAP AT FOOTING TYP. REBAR LAP 1—STORY FOOTING �A B SCALE: In'=r-a %� W/ BLOCK WALL _ c AT LINTEL CORNERS D /2 SCALE: n�=r-o� rATT EXTE]l:ZCOR F007E]IRS AT FIl%41SJ-1 SI.AB'S TO BE MIN. 12 BELOW TJWIDlSTUR]BEID SOIL CONTROL DATE: 07/01/15 A R C H I T E C T S .L'".L IV. RVINMLU r(LAUAI)i DLVU. LONGWOOD, FL 32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 N W U W 0 F a y A Fw. A ' / O Qv N r El gKincay. Iilln LOT. CREEKSIDE LOT #103 P 04�32�000 'aoazma 4EBB "1828—CALI" CARAOR ovum: RIGHT PAO& MONOLITHIC FOUNDATION DTLS/SECTIONS 160 MPH EXP. C AFCHITEECT: STATE Or- FLORIDA MAY 09 np� 11717 /16 2x4 BLOCKING BETWEEN TRUSSES F10ERGLASS SHINGLES OVER WHERE "X" BRACING IS PRESENT *30 FELT PAPER INSTALLED PER FBCR R90521 ON �,," O.S.B. FISERGLAS$ SHINGLE$ 2x4 BLOCKING BETWEEN TRUSSES SHEATHING OR i" CDX PRE-ENG GABLE TRUSS OVER W FELT PAPER At FIRST FIVE BAYS 4 -0 O.C. PLYWOOD SECURED PER FIBERGLASS SHINGLES INSTALLED PER FBCR (AT SHEATHING SEAMS) FASTENER SCHEDULE � CONT. 2x4 RAT RUN SECURED W/ OVER "3D FELT PAPER INSTALLED PER FBCR R9052. I ON g O.S B. T�. .�T R9052.� ON �" O.S.B. SHEATHING OR 7 CDX TO 12d'9 w EACH TRUSS o.H. � � -�:�a� ��t0 BE INSTALLED 0 MID. POINT SHEATHING OR ill CDX PLYWOOD SECURED PER MTL. DRIP EDGE OF TRUSS SPAN OR 10 -0 O.C. PLYWOOD SECURED FASTENER SCHEDULE MAX. StIFFBACK At ALL UPRIGHTS i`' PER FASTENER OVER 4'-10" HIGH (SEE SEALED 2x4 OR 2x6 FASCIA PER SCHEDULE ENG. FOR SITE AND CONDITION) ELEVATIONS SEE ENERGY CODE FORMS FOR VENTED ALUM. SOFFIT INSULATION R-VALUES E ' Tyr-. PRE-ENG WD. TRUSS 24" O.G. STIFFBACK AT ALL G OR G OAR I" HIGH SEE ENERGY COPE FORMS FOR MTL. DRIP EDGE off MAX. UPRIGHTS OVER 4'-10" STRENGTH PRE-ENG TRUSS INSULATION R-VALUES 2x4 OR 2x6 FASCIA PER HIGH (SEE SEALED ENG. ELEVATIONS MTL. DRIP EDGE I" GYPSUM BOARD OR HIGH FOR SIZE 4 CONDITION.) 2x4 NAILER STRENGTH CLG. BOARD VENTED ALUM. SOFFIT CONT. 2x4 RAT RUN SECURED W/ OSB. SHEATHING OR Cp?C 4- (2) 12d'S a EACH TRUSS i 24" O.G. m 4 2 a x 2x4 OR 2x6 FASCIA PER PRE-ENG. GABLE TRUSS PLYWOOp. ATTACHED PER INTERIOR KNEE CONC. FILLED LINTEL BLK W/ (1J FASTENER SCHEDULE ON SHEEt p2 WALL ELEVATIONS WEEP $CREED- SEE ENERGY CODE FORMS FOR 05 REBAR CONTINUOUS OR 1/2" ZIP SHEATHING SYSTEM (SEE DETAIL 5/D3) INSULATION R-VALUES (INSTAL -LED PER MANUF. SPECS.) GONG. FILLED LINTEL BLK W/ (I) VENTED ALUM. SOFFIT v-o" PRECAST LINTEL 2X6 P.T. SECURED TO 5/8" GYPSUM BOARD OR I/2" 05 REBAR CONTINUOUS EMel STRAP VERIFY T T F MASONRY ul 1/2"x9" AB HIGH STRENGTH Cl BOARD 1/S" THICK, 3 GOAT PORTLAND W/ TRUSS PLAN o.H, SEE ENERGY CODE FORMS FOR W/ 2" DIA. WASHERS, 7" INSULATION R-VALUES MIN. EMBEDMENT WITHIN IX2 FIRE -STOP CEMENT PLASTER OVER PRECAST LINTEL EXPANDED GALV'p METAL LATH WINDOW ATTACHMENT AS PER a' OF EA. END" 32 O C. SEE ENERGY CODE FORMS FOR ON FORli'l ER JUMBOTEX GRADE WINDOW ATTACHMENT AS PER THICK, 3 COAT MANUFACTURES SPECIFICATIONS MAX IN FIELD. INSULATION R-VALUES 'D" PAPER OVER TYVEK MANUFACTURES SPECIFICATIONS PORTLAND CEMENT BUILDING WRAP CREFER TO PLASTER APPLIED STUCCO SPECS FOR COMPLETE GONG. FILLED LINTEL WINDOW ATTACHMENT AS PER INFORMATION) DIRECTLY t0 MASONRY MANUFACTURES SPECIFICATIONS PRECAST SILL- PRECAST SILL BLK W/ (1) N5 REBAR I pI2 I/2" ZIP SHEATHING SYSTEM CONTINUOUS (INSTALLED PER MANUF. SPECS.) (I) 05 1VERTICALLY Wf (1) 05 REBAR VERTICALLY W/ GONG. POURED CELL PRECAST LINTEL- PRE -CAST CONC. SILL WEEP SCREED (SEE DETAIL 5/1 CONC. POURED CELL Ix2 P.T. FURRING STRIPS o 24" O.G. 5/a" THICK, 3 GOAT Ix2 P.T. FURRING STRIPS o 16" O.C. Ix2 P.T. FURRING STRIPS a I O.G. PORTLAND CEMENT I/2" SECURE GABLE TO 2x6 P.T. -- PILASTER GYP WL BDASTER APPLIED PLATE W/ 1 5' O.G. MAX 8" CMU ,— a' CMU DIRECTLY TO MASONRY WOOD BASE SEGUPRE 2x6 PT. PLATE TO BLK W/ Ali.I/2" GYP. WL. Bp. 1/2' GYP. WL. Bp, (I) I'5 REBAR- �Hxg" ANCHOR BOLT W/ 2' WASHER WOOD BASE WOOD BASE VERTICALLY W/ CONC. -�— SET IN SIMPSON HIGH STRENGTH POURED DELL > f a" CMU- EPdXY EMBED. MIN. r 32 OC � �; MAX. �. S/81' THICK, 3 COAT PORTLAND u1 DEMENT PLASTER APPLIED u Q pIREGTLY TO MASONRY '-` 1-STORY � ,. 1-STORY GABLE BLOCKQ 1= STORY GABLE NOTE: BLOCK WALL WALL W/ VAULT CLG. PER FBCR 905.2.7 - FOR ROOI= SLOPES 2:12 To LESS THAN 4:12, A (2) LAYER UNDERLA1-MENT QSCALE: 3/4°=r-0" SCALE: 3/4"=r-0" BLOCK WALL SYSTEM IS REQUIRED. FOR ROOF SLOPES OF 4:12 OR GREATER, (1) LAYER UNDERLAYMENT IS SCALE: 3=1'-0" PERMITTED BUT MUST BE PER ASTM D226 TYPE 11, ASTM D 486S TYPE IV, OR ASTM D 615-t 2X4a rrAAPP �e OR P i� P�4CLM TO BLOCK W �f.' 28ECIiii�® MASONR l Lu/ / x9RA B T� CP0RD BRACING. ro �4 IX4 DIAGONAL BTM. (MIN. 8F{AKIC 81ZE : TAPGONS OR DRIVE PIN TAPCOINS OR DRIVE PIN (MI HEAD 912E ; lMM'1, 9HA('tlK SIZE J45 (MIN. SHANK OfZE .145 2" DIA. WASHERS, T" MIN. SEE PLAN FOR MINMIN. EMBEDMIENr i YW rim HEAD SIZE Jim MIN. HEAP SIZ-c 300 9' al EMBEDMENT WITHIN 6, OF LOCATION wrrHN w of EACH END 4 NOTE: S7RJCT1JR4L 2X MUST BE MIN. EMBEDMENT I Y<) NOTE: STRIcruRAL 2X MUST BE WRHN 8E 03- r,4 1T II Y4� 4 ON c: STRUCTURAL E MUST BE -y1 DRrR"L.L EA. END, 32" O.G. MAX IN PRE-ENG'D WOOD Is, OIC. MAX SPAO Iii iM W GF EACH END a T4 OUTSIDE 4 SECURED i'k4' OR rx2' P.t. NAILER TRUSS (TYP) ,0 24' )f' ORTWALL O CUTSID 4 BECUI�D THR06KSFI V O.C. MAX SPACING ON OJt91DE t SECURED, 8' OC MAX SPACING THROUGH NON-9TRUCTWR4L i(•' 1x4 P.T. OR 9ik4' MIN BEGtiRE tHRU FIELD. I'X4' OR I'�' P.7. NAILER 2x6m NON-STR4K'NR4L %, TAPOON 2X6m THROUGH NON-STRUGi11RAL ia' 2X6� TA -CON MIT 1-Y4' FMBEDMI7tT ❑ O.C. MAX ❑ IX4 P.T. OR %'S X4' MIN. mCUpe t0 9LOCRl LLV2-ya' MIN. I-Yi W13EPMMT INTO TAPCON MIN. I & EM9E Illill 65061 TO BLOCK INTO BLOCK PRANtE 4 EMEND 1441 INTO 13LOCK W/ BEGUR`c tHRJ FRAME 4 TAPCONS OR DRIVE PIN �OGK 9EC3 TO BLOCK IN BLOCK W/I-1/4' TAfi qQ �L. TAPGON9 OR DRIVE PIN $IMP$ON EXTEND I-16 Y4' IN70 BLOCK (MIT BHAfUG 917� :14b pill ' T coN9 45 MIN. HEAP Sig 300 0 ❑ MIN. HEAP SIZE -BOWDRIVE PIN(MINaim HET V • atiuCMN. SHANK 81YE .145 CTYP) VERIFY W/' tAFCCNS OR DRIVE [MIN. SHANK SITE .145 MIT EMBEDMENT I YE 8' CMU ' CMU WIT EMBEDMENT I-Y4 PIN DRT'UA4LL MIT HEAD SITE 301E � , WITHIN 8' Q= EACH END t MIT HEAD 812E 300 , DRYWALL MIT E^- DRYWALL WITHIN S CF EACH END / 18 O.C. MAX W/ TRUSS PLAN (MIN. SHANK 917E .145 'Xd' OR I'XZ' P.T.NAILER MN. EMBEDMENT 1 Al)T I Ys'J SPACING MIT HEAD SITE 300 18' O.G MAX BPAO e WITHIN 8' OF EACH END / 'X4' OR I'xZ' P.T. NAILER WITHIN 8 OP E,gOH END 4 I'X4' OR I'XZ' P7. NAILER 7X84� ❑ ❑ 18' O.G. MAX 8PAG0'iG. ❑ MIT EMBEDMENT I-Ya 18' OC. MAX 9PACtPg}. WITHN V OF EACH END 4 SECURE TO BLOCK WMIN )6' ObC X 4• MN. 2X844= SECURE 'Yr' OS$. X 4' MN. tAPGONB OR Dil`� PIN DOOR GAi81NCs Is, OG. MAX SPACM (MIT 814AW SLIP .j45 CA81NG SECURE TO BLOCK Wi'l SECORE 70 BLOCK WI-I/4' DOOR CASING riTAFCCN& OR DRIVE PN DOOR J AS1I'Ks POOR JAMB OR WINDOW DOOR GA9NCs MIT HEAD SIZE 31t90 DOOR JAMB OR WINDOW t CR �� PR'1 IMIT 9FI�dPJK SITE .14$ DOOR JAMB OR WINDOW MIT EMBEDMENT 1 Y4) (MIN. SHANK SIZE .145 DOOR JAMB OR WINDOW MN. HEAD a 30t8 ATTACH � MTL . IX PER MANUPACTURE6 ATTACH TO 2X PER ATTArGFi r0 2X PER WITHN 8' OF EAG14 EIYD 4 MANIFACIURE6 DETAILS. MN. HEAD SIZE 300 ATTACHTO 7X PER MANUFACTURES DETAILS. V Or- MAX gwooi G. MIT EMBEDMENT I Y49 MANIFACTUIRS DETAILS. "N• EMWEDMENt I74') MANU 4C%HES DETAILS. WITHN V OF EACH END 4 WTHIN 8r OF EACH END 4 Ni 61 AS NEEDED TO PLUMB Ni SHIM AS NEEDED TO PLUMB FjO , SHIN AS TINOTE: NEEDED TO PLUMB I8' OG. MAX 9PACNCs. SHIM AS NEEDED TO PLUMB IS' O.C. I'1AX SPACING.TE: SFIOY AS NEEDED TO PLUMB JAMB (DO NOT EXCEED Yl) JAMB (DO NOT E7K)♦=ED Yi) JAMB (DO NOT EXCLIYe) JAMB !DO NiNOT EXCEEDV) JAMB (DO NOT Excmp )4') DOOR JAMB TO BLOCK +3/4 OR +5/4 DOOR JAMB TO BLOCK +1-15 p. DOOR JAMB TO BLACK +3" DOOR JAMB TO BLOCK +3-7/16" DOOR JAMB TO BLACK +3/4 OR +6/4 ' /:1 WINDOW TO BLACK +3/4 OR +6/4 G iLiNDOW TO HLDCPC +1-I6 S ^ WINImW TO BLOCR +3" n WINDOW TO BLOCK +3-7/18" /1 WINDOW TO BLACK +3/4 OR +6/4 `y E: 3/8'•I._v. : 3/ _ -0 SCALE: 32'=I'-®' �_0 " Ea 3/b'• I_O: 2X4= 2X4:m 2x4= SECUfiE TO BLOCK IW 2X4= SEa)RE TO BLOCK W/ SEGilim TAPCONS OR DRIVE PIN 9EaJRE TO BLOCK IWYi TAPCONS OR DRIVE PN TAPCONS OR DRIVE PRl (MIN. SHANK 812E J48 tAPtOPdB OR DRIVE P1N CONC. POURED (MIN. SHANK 917E .145 MIT HEAD SIZE 300 (MIT SHANK 91ZE .145 - MIT HEAD SIZE -400 [MIT 9H D s 812E . 0 MN. EMBEDMENT 149 WITHIN MN. HEAD SIZE -400 0 LINTEL COURSE MIT HEAD 91ZE 30'® MIN. EMBEDMENT I OF EACH END t 1018' Y' O.G. WITHIN 8' OF EACMAX SPACH END 4 18' Or -MIT EMBEDMENT I YE)NOTE, STRUCTURAL 2X Ml WMIT EMBEDMENT I Y: J WITHIN NG. NOTE: STRUCTURAL 2X MUST IIATHIN 8' OF EACH END 4 N MAX SPACING. 8' OF EAa4 END 4 IV OG. NOTE: STR CTURAL. 2X MUST 2X6Ae 1E ON OUTSIDE 4 SE06IED 19' O.C. MAX SPACING. MAX SPACING. BE ON OUTSIDE 4 SECURED THROUGH NON-87R)GtURAL BE OI`I OUTSIDE t SEGUR`cD Milli 2X6>= SECURE TO BLOCK 2X64= TWR000I.4 NON-STRUCTURAL SECURE TO BLOCK WR-%' THROUGH NON-STRUCTURAL W/2-$(.' TAPGONS OR ' TAP'C.OM MIT I-Ya' SECURE TO BLOCK W/1-I/4' %' TAPCON MIN. I-Y4' TAPGONS OR DRIVE PIN SECURE TO BLOCK UI/2-'Nr' %' TAPCON MIT 1-Yi EMBEDMENT IN70 CLOCK "a RIN:v BuANK cuN NAILS m a' oc_ (MIN. SHANK 917E .145 TAP 145 PIN IB BEDMENT INTO BLOCK DRIVE PN TAPCONS {2R DRIVE RN E r INTO BLOCK SIZE .146 (MIN. S (MIN, SBA' TOP < eorror, EDcfs IX4 SYP LATERAL K HANK SIZE .145 MIN. HEAD SIZE 300 MIN. HEAD SITE .3010 MIT HEAD 917E 300 8, CM MIT HEAD SIZE 300 MIT EMBEDMENT 141) MIN. EMBEDMENT I Yv WITHN 8, CMU MIT EMBEDMENT I Y1) �' DRYWALL MIT EMBI:.LON'ENt I Y4 J 8' CMU RE-INFORCING 36 O.C. WITHIN 8' OP EACH END 4 e' C'1U 8' Or EACH END 4 �' O.G. WITHN 8' Cr E,4GH END 1'X4' OR I'X2' P.t. NAILER WITHIN 8' C7F EACF+ END 4 X' pIQT.yy�L MAX !0 TRUSS BTM. 18' O.G. MAX SPAGRJCx K, D�UIQLL MAX 9PACING. ❑ ' DIQrIY41_L 4 10' OG. MAX SPACINI ❑ IV O.C. SPACING. ❑ rx4' OR rMa' Px. NAILER CHORD, SECURE W/l3) 10d PX4' OR I'hs' P.T. NAILER 2XB:m PC 2X SECURE TO 2XI)i ❑ 1'X4' OR 1'?Q' ii NAILER 2X9'� R IDW 2XD. E TO BLOCK 9TRUCTURAL. MEMBER 2XGURE Td BLOCK !{✓/I-I/4' ' P.T. X 4' MIT NAILS 6 EA. TRUSS SECURE TO CLOCK lyjFIN CA81NG SEGUE TO BLOCK WPJ-)1(4' Wi i(`' TAPC0PO OR W/l2ZZd WITHIN V OF EAGI-4 TAPCONS OR DRIVE PIN CASM CHORD TAPCONS OR DRIVE PN TAPCONB OR DRIVE PIN PM END 4 6' TO V O.C. MAX MIN. SHANK SITE.14$ (MIN. SPANK IlIEAD9suE.u5 MllIEAQ ZE.81M.145 GABLE END BRACING MIT HEAD 817E 300 DOOR JAMB OR WINDOW MN. HEAD SIZE 300 DOOR JAMB OR WINDOW ti HEM ZE 300 DOOR JAMB OR WINDOW MIT EMBE LENT II Y9 '11 ATTACH t0 2X PER MIT EMBEDMENT I YA.) Ill TTACH TO 2X PER 300 DOOR JAMB ol¢ WINDOW MIT EMBEDMENT 119' WITHIN MIT EMBEDMENT 1 Y49 TTACH TO 2X PER WITHN 9' OP EACH END 4 ATI'A.CH TO 2X PER -1 ' - ' - " S' MAXEACH END 4 18' O.C. MANUFACTURES DETAILS. 8' OP EACH END 4 m' O.C. MANUFACNRE9 DETAILS. WITHIN 8' OP EACH END 4 MANUPACTUji DETAILS. 18' O.G. MAX SPACING. ANLFACTUl. 9 DETAILS. q SCALE: II2 - x SPACING. , SHIM AS NEEDED TO PLUMB MAX SPACINGS. NOTE: SHIM AS NEEDED TO PLUMD 2 18' O.G MAX 9PAiCING. NOTE, SHIM A8 NEEDED TO PLUMB NOTE: SHIM AS NEEDED TO PLUMB JAMB !DO NOT EXGE•PD Y4') JAMB (DO NOT FxCI JV JAMB (PO NOT 0CRED 49 JAMB (DO NOT E)aaD Yi) 7� DOOR JAMB TO BLOCK +1-1 2" DOOR JAMB TO BLACK +2 l DOOR JAn TO BLOCK +3" DOOR JAMB TO BLOCK +3 3/4" 'a � �/�y� WINDOW TO BLOCK +1-1 WINDOW TO BLACK +2 1 4 ��,1 WINDOW 1V BLOCR +3" (� WIRDOW TO BLACK +3 3/4" D ` SCALE: 3/8'=1'_®' "SCALE: 3/8'=1'-0. m Y Q � Q FASTENER SCHE�ULE NAIL REQL�IRE1" fENT5 TOP CORD BLOCKINIG AT 4' jo LL o�rt �IAo�lo ArM �rywlh 'Y USE T/16" O.S.B. OR 1/2' CDX PLY WITH "8 RING SHANK GUN NAILS AT 4' O.C. AT SLLPPORtED PANEL EDCsEB ASP 48 RINKS SHANK GUN NAILS AT Co' OG. ATDMODIFIEP INTERMEDIATE SUPPORTS. SEE DETAIL. SIZE HEAD LENGTH DIA. SILE STIL O.C. MAX. IN FIR5T 2 FRAI"TINCS Y @ O =TYP. EXT. S IEATHING ATTACHMENT '- FOR SHEAR 4 UPLIFT COS$. TO BE STfd4GTUR4L U RAFTER ORETICill GRADE) CCINtNECTORS FROM STUD TO PLATE ARE v of 2? = O "8 2' DECK SCREWS ®6'-8' 9 z w Sid I i/S" 10d ROUND,MODIFIED OR T 2 1/8i -128 110000 ROOF SHEATHING TO GABLE END FRAME ROOF SHEATHING-1 NOT REG7L41RED EXCEPT .OPENING - m r � uq D.G. MAX r EDGES 4 12, O.G. ti nv w crCr n irtiruoennen �� _,.,_ v, - •-•• • • • -, • • ••� - ^O rclixz atY/ril` CZUIV I`tAILD USE 08 GUN NAILS 0 4" O.C. NOTE: NAILS TO 5E MFG. BY Mil OF INT. u ° 'SPANK TO EXTEND BEYOND' z ° 06, O.C. IN FIELD STAPLE, NAIL 4 TOOL ASSOCIATION 0 w� THICKNESS OF SUB -FLOOR Q" EXTERIOR SHEATHINGS I. 0.113 INCH NOMINAL SHANK DIAMETER z USE 1/2' CDX OR IMP' 055 PLY WITH 08 RINGS SHANK GUN NAILS AT 6' O.G. AT F SHEATHING z 2. RING DIAMETER Or 0,012 OVER SPANK DIAMETER PANEL SIDES AND 08 RING SHANK GUN NAILS 4' Or_TOP 4 BOTTOM -3 & PANEL AND 08 RINKS SHANK GUN NAILS AT W O.G. AT 3. 16 TO 20 RING PER INCH INTERMEDIATE SUPPORTS. SEE DETAIL. 4. 0280 INCH FULL ROUND HEAD DIAMETER ° ROOF SIEATI I INCx LA1'OI�T OR 1/2" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) 5. 2 INCH NAIL LENGTH AND ENDLUAI_L. BRACING NOTE: RING SHANK GUN NAILS SHALL BE PERMITTED AS AN BUILDING LENKSTH pR CxA�L E END ERAM�NC� TT EXPOSED/4"TOGEMBERS DECKING GLUED TO TYIP. EXT. SHEATHINGS Ol SHEATHING OATTACHMENT Sr GRADE) ACCEPTABLE FASTENER FROM ANY MANUFACTURER A R C H I T E C T S d N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W r w w �o F 0. w Q ti A ti 9?.TSDZP. a WORN CREEKSIDE LOT #103 P 0432r000 MoDmii a 4EBB "1828-CALI" RIGHT PAQM SHINGLE MONO. SECTIONS & DETAILS 60 MPH EXP. C AFI-11Tl STATE OF FLORiDA Pw 0 D SCAtM1/4"=1'-0" WOOD 5�4EATHING FIBERGLASS 5111NCxL OR ZIP SHEATHING SYSTEM OVER FELT PAPERR (INSTALLED PER MANUF. SPECS.) INSTALLL ED PER FBGR 2x4 BLOCKING BETWEEN Li LAYER �I, RW5.21 ON J' 0.5.5. TRUSSES AT FIRST (5) SHEATHING OR J" CDX BAYS 4'-0" O.G. (AT STUCCO WRAP PLYWOOD SECURED FIBERGLASS SHINGLES OVER SHEATHING SEAMS) % WRB LATER 1*2, FORTIFIBER PER FASTENER _ EMBED. STRAP 030 FELT PAPER INSTALLED BUILDINCx PAPER SCHEDULE VERIFY W/ TRUSS PER FBCR R9ID5.21 ON �° METAL LATI-I PRE-ENG Li TRU55 PLAN O.S.B. SHEATHING OR I' CDX FRAME TO I ' 24" O.C. MAX. PLYWOOD SECURED PER BLOCK ' i FASTEN TO WOOD STRUCTURAL FASTENER SCHEDULE 1_01 CONNECTIONS MEMBER 6 7" O.G. MAX MTL. DRIP EDGE SEE ENERGY CODE FORMS FOR MTL. DRIP EDGE TYP. PRE-ENG WC). TRU55 24" O.0 SEE DETAIL 15/Dl I`� -� INSULATION R-VALUES 2X4 OR 2X6 FASCIA o.H. MAX. i/8" TEXTURED 2X4 OR 2X6 FASCIA, 5/8" GYPSUM BOARD OR 1/2" PER ELEVATIONS WOOD PER ELEVATIONS HIGH STRENGTH GLG. BOARD CONT. 2x4 RAT RUN SECURED pOUBLE TOP PLATE VENTED ALUM. SOFFIT W/ (2) 12d's a EACH TRUSSIx TYPE CONTROL JOINT VENTED ALUM. SOFFIT T''�" WINDOW 4•IEADER SIZE VARIES S€E ENERGY CODE FORMS FOR11 x: I/2' GDX OR 7/i6° INSULATION R-VALUES 6 METAL LATH STRIP o.N. PER WINDOW OPENINGS SEE ROOF TRUSS UPLIFT \ a , f " OSB SECURE t0 HEADER SPAN CHART FOR WALL PER 5/8" GYPSUM BOARD OR CONNECTOR NOT a DETAILS FASTENER I/2 HIGH STRENGTH GLG. ® 6° WIDE STRIP SELF 1/2" CDX OR I/16" 05B 5HOWN FO SECURE t0 WALL PER BOARD CLARITY l51 FASTENER SCHEDULE WINDOW ATTACHMENT AS PER SCHEDULE ON SHOE, Ci ) ON SHEET D2 MANUFACTURES SPECIFICATIONS SHEET D2 DOUBLE TOP PLATE ADI-4ESIV'E FLASI-IINCx, CLEAN OR 1/2' ZIP SHEATHING WINDOW HEADER SIZE VARIES MASONRY BEFORE APPLYING OR I/2" TIP SHEATHING WINDOW SILL SYSTEM (INSTALLED PER WINDOW OPENING SEE /X SYSTEM (INSTALLED PER 2x6 STUpS 1111 16" PAN O.G. MAX W/ PER MANUF. SPECS.) HEADER SCHART FOR , fNSUL, SEE EIiiii Y CODE DETAILS \ MANUF- Si TEXTURED rt/8" THICK, 3 GOAT FORMS FOR INSULATION WINDOW ATTACHMENT AS PER FINIS(-4 MASONRI' �/8 THICK, 3 COAT MANUFACTURES SPECIFICATIONS 8 CMU ERIOR WALL �� CEMENT PLASTER R-VALUES CEMENT PLASTER SHEATHING (SEE APPLIED TO METAL ' T E G OUBFLOOR GLUED AND APPLIED TO METAL WINDOW SILL NOTES) FASTEN EACH SCUD LATH OVER 2 LAYERS OF GRADE V" $CREWED E AS PER FASTENER LATH OVER 2 LAYRS 2x6 STUDS D 16' OZ. MAX W/ TO BE, TOP PLATE BUILDING PAPER OR SCHEDULE ON SHEET D2 OF GRADE "D" INSUL•, SEE ENERGY CODE W/ USP SP724 NAIL PAPER BACKED LATH BUILDING PAPER OR FORMS FOR INSULATION PER MANUF. $PEGS. OVER AN APPROVED PAPER BACKED LATH R-VALUES OVER AN APPROVED HOUSE WRAP HOUSE WRAF' SCREWED AS POER FASTENER GLUED D SECTION AT T O lP SCHEDULE ON SHEET D2 OlF' EXTERIOR WALL VERTICAL CONTROL BETWEEN DETAIL 5 �' SCALE, NT5 q C SSITRUSS ALE: 3" (I MFG. SPECS.) CONC. FILLED LINTEL UM BOARD OR I' HIGH ZIP SI-(EAT✓-IINCx S1'ST'=M (INSTALLED BLK W/ (1) *5 REBAR TRENesTH GLG. BOARD DETAIL 5 � PER MANUF- SPECS.) OR CONTINUOUS IX2 NAILER/DRAFt SLOP WOOD SHEATHING I rl -E F MFG.PECS.) WRB LAYER *11, G M BOARD OR J" HIGH T'UGG0 WRAP SEE Er4ERGY CODE FORMS FOR RENGTH GLG. BOARD INSULATION R-VALUES WRB LAYER #2, 1=ORTIEIBER IX2 NAILER/DRAFT STOP PRECAST LINTEL t5UILDING PAPER Cl FILLED LINTEL BLK W/ (U �`` i'IETAL LA"ill WINDOW ATTACHMENT AS PER °5 REBAR CONTINUOUS 5/8" CHICK, 3 GOAT MANUFACTURES SPECIFICATIONS SEE ENERGY CODE FORMS FOR WOOD 1/8" TEXTURED PORTLAND CEMENT PRE-GABT CONCRETE SILL INSULATION R-VALUES CONSTRUCTION _" ,-�'��FINISI-I a WOOD PLASTER APPLIED PRECAST LINTEL DIRECTLY TO (u REJ3AR VERTICALLY FASTEN TO WOOD STRUCTURAL MASONRY WINDOW ATTACHMENT AS PER " MEMBER rt" O.G. MAX W/ CONC, POURED CELL 5/8' THICK, 3 GOAT MANUFACTURES SPECIFICATIONS i Ix2 P.T. FURRING PORTLAND CEMENT PRE -CAST CONCRETE SILL S GMU lk�. 3/4" T d Cs SUBFLOOR GL D SCRIPS 24" O.C. PLASTER APPLIED yg" TO MID -WALL AND SCREWED AS P all CMU DIRECTLY TO (1) IS REBAR VERTICALLY WEEP SCREED FASTENER SCHEDULE O I/2" GYP: WL. BD. MASONRY W/ GONG. POURED CELL , ■ u WOOD BA5E ix2 P.T. FURRING q SHEET D2 a t rt I rpf_Q)STRIPS m 24' O.G. FIN. FLR. e" CMU AS CH X4 IBBON W/ — o u� 1/2" GYP. WL. BD. C 12 0 EACH TRUSS, °0. v WOOD BASE (o" WIDE STRAP SELF RIBBON TO SE P-T. ID' -ID" ADHE5IVE FLA51-1111i GLEAN PRE-ENG FLOOR TRUSS " _.. FIN. FLR MASONRY BEFORE APPLYING (INSTALL PER MFG. SPECS.) • r [. CONC. FILLED LINTEL BLK W/ TEXTURED (I) 111 REBAR CONTINUOUS 2—STORY 2— STORY FINISH m MASONRY L _..: WALL WALL WEEP SCREED DETAIL @ RIBBON 1 SECTION 2 SECTION 5 WOOD TO BLOCK CONNECTION FASTENING DETAIL SCALE: 3/4" = I' -0" SCALE: 3"=1'-0" CONTROL DATE: 12/13/12 SCALE: FI5ERGLA55 SHINGLES F1BERGLASS SHINGLES PRE-ENG GABLE TRUSS T �,r OVER 030 FELT PAPER OVER �3ID FELT PAPER PRE-ENG GABLE TRUSS 1 INSTALLED PER FBCR INSTALLED PER FBCR NOTE: EXTERIOR WALL STUDS ( PLACE StRAPB BPACED SPF STIFFBACK (SEE Si TRUSS 5PF STIFFBACK (SEE SEALD TRUSS DIAGONAL BRACE A (WALL SHEATHING NOT ^� " AID FAST D AS R9ID5.2.-t ON J' O.S.B. ENG. PACK FOR SIZE 4 CONNECTION) R9052.7 ON OS B. SHOIIN FOR CLARITY) I sHouN H ENG. PACK FOR SIZE 4 CONNECTION) CENTER OF TRUSS g AD 1 AL s P AT SHEATHING OR i" CDX 2x4 5PF BLOCKING BETWEEN SHEATHING OR " CDX 2x4 51 BLOCKING BETWEEN SPAN OR HIGHEST ASTEN STUDS to BLLOCK WALL wI oW I STUD PLYWOOD SECURED PLYWOOD SECURED WITH USP MSTA48 STRAP W(7N TRUSSES AT FIRST (5) BAYS 4'-0" TRUSSES AT FIRST C5) BAY RIDGE. DIAGONAL( PER FASTENER PER FASTENER FASTENERS AS Suoluy INSTALL g O-C. CAT SHEATHING Si OZ. (AT SHEATHING BE ) BRACE TO BE ANY stw,P EA END f SPACE ' IN (10 10d COMMON NAILS SCHEDULE SCHEDULE ����. SPAN 15'-0" OR STRAPS AS1-oLLOWg I 1 D (0.148 DIA X I I/2' MTL. DRIP EDGE MTL. DRIP EDGE GREATER REFER t0 -1'10 MPH C': 32' O.C. DIAGONAL BRACE -160 MPH C': 32' OC y CENTER OF TRUSS SPAN OR 2X4 OR 2X6 FASCIA TRUSS EFOR -150 MPH B: 48' oC E PRE- NG 24 NG. HIGHEST RIDGE. DIAGONAL PER ELEVATIONS - TRUSS 2 ADDITIONAL -140 MPH C' 46' O.C. .C. OMAX. C. 2X4 OR 2X6 FASCIA BRACE 70 BE a ANY SPAN SECURED W/ (3) 12d HORIZONTAL TRUSS TOP Or STUD WALL, , „y PER ELEVATIONS 15'-0' OR GREATER. REFER NAILS REINFORCEMENT. SOLE PLATE..x.... SECURED W/ (3) 12d SECURE TO SEE FASTENER FILL ALL REMAININCs STRAP TO TRUSS ENG- FOR SECURE TO 0'-0" TO 3ID'-ID' llI HOLES W/ I" NAILS INTO NAILS TRU55 W/ 7ADDITIONAL HORIZONTAL SCHEDULE ON SHEET TRUSS W/ X-BRACE wooD BACKING TRUSS REINFORCEMENT. (2) 12d 30 -I TO 60 0 (3) DO NOT PLACE SCREW IN I/2" CDX OR 1/16' 05B C2) 12d D2 FOR SHEATHING SECURE TO WALL PER NAILS FASTENER FOATTERN NAILS X-BRACE (I) X-BRACE TOP HOLE NEAREST TO TOP ID'-0" TO 30'-0' (1) 1/2' Cl OR 7/16" 055 CENTER AND (2) h1ATOP of _ OF CMU BLOCK WALL SONRY FASTENER SCHEDULE X-BRACE CURE TO WALL PERDIVIDED OR 1/2" ZIP SHEATHING 0' ot ON SHEET D2 30'-1' TO 6-0' (3) FASTENER SCHEDULE EQUUALY FROMBOTTOM of CENTER ® STRAP to CONNECT BOT BLOCK WALL SYSTEM (INSTALLED PER X-BRACE (I) X-BRACE ON SHEET D2 t0 END W/ (T) 3/16' DIA. X 1-1/4' MANUF. SPECS.) ` �_ 6 CENTER AND (2) OR 1/2' ZIP SHEATHINGS Z? _Zh LONG TAPcoN MASONRY CONBRACE DIVIDED SYSTEM (INSTALLED PER CMU BLOCK WALL SCREWS WEEP SCREED, SEE T. 2x4 5PF RAT RUN SECURED W/ EQUALY FROM CENTER ANUF, SPECS.) GONT. 2x4 SPF RAT RUN SECURED W/ 2-STORY J DETAIL 5, SHEET D3 (2) 12d'e a EACH TRUSS TO END 2x4 W/ 3/8' X 5 LAG (2) 12d s A EACH TRUSS GABLE END 2X6 P.T. SECURE W/ (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ 632" O.C. MAX. OR (2) 2x4 02 S.Y.P. DIAGONAL BRACE W/ tC 1/2"X9' ANCHOR (3) 12d'e a EACH TRUSS DIAGONAL GABLE SIMPSON MSTA-24 6 (3) 12d's ® EACH TRU55 DIAGONAL CROSS BOLT 32" O.G. MAX. X-BRACING TO COVER 5-TRU55ES 32' O.G, MAX. r X-BRACING TO COVER 5-TRUSSES EXTERIOR STUD WALL CONNECTION NAIL GABLE TO 2X6 '� X- BRACING DBL TOP PLATE 5/8" GYPSUM BOARD OR 1/2" HIGH 8 BRACING TO FIRST FLOOR MASONRY WALL W/ 126 NAILS 6" O.G. SGYPSUM BOARD I/2 HIGH SCALE: 3/4"=1'-0" 2X STUD 16' O.G. MAX. STRENGTH CLG- BOARD SCALE: 3/4"=1'-0" 3 MAX. STRENGTH GLG. BOARD SCALE: Nts A R C H I T E C T S Design G1 oulp`%"Inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F y w w 0 F A h t, a U 3++ STJHDIv. de LOT: CREEKSIDE LOT #103 04321.000 MODS'c& 4EBB "1828-CALI" GAR A- RIGHT PAa& SHINGLE MONO. 2—STORY WALL SECTIONS & NOTES Vt4w160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MYx g VA, 11 /17 /16 F: i__T. wWrz,m *NDTE= NAIL SL4EAT4NCx TO ALL 2X AS PER EXT. 5Nr=AT4NI G NAILING, Sd 4" O.G. MAX a IEDCxr=5 E &"-8" D.G. MAX IN TNT MELD 2x RIDGE ONE SIZE LAIR NSECURE 2x6 MIN. TO ELK W/ (2) "XS' A -BOLTS 4' EMBEDMENT MIN. THAN RAFTER SITE A W/ 2'X2" WASHER AND NUT SPACED EVENLY FROM FLOOR TO MIN. (3) 12d NAILS OR GARAGE POOR H IN JOINTS PRIOR TO FILLI 1Cs MIN. (4) 10d GUN NAILS DBL. TOP PLATE 2x4 COLLAR TIE AT EVERY OTHER DBL. TOP PLATE 2X4 16' O.C. MAX. ® RAFTER W/ 2X4 IV O.G. MAX SECURE 2X4 TO 0 0 MIN. (3) 126 NAILS OR WOOD W/2-12d * el MIN. (4) 106 GUN NAILS O.G. STAC4aEI�P �w - - = 2x RAFTERS SECURE 2X4 W/ 2-1/4' SECURE 2X4 W/ 2-W&' IxS NAILER SECURE t0 TRUSSES TAPCONS OR DRIVE PIN TAFI OR DRIVE PIN (MIN. SHANK SITE IV MIN. IMIN. SHANK SIZE .145 MIN. ] © BELOW W/ HEAD SIZE 300 MIN. SECURE 2x4 ON (2) 12d NAILS OR HEAD SIZE 300 MIN. EMBEDMENT IYa' W/IN 8' FLAT TO BILK (3) 10d GUN NAILS ® EA TRUSS EMBEDMENT 141 W/IN S' EA. END NOT TO EXCEED W/ CUT NAILS. EA END NOT TO EXCEED BT. PLA 18' O.C. MAX ARGNUJA*r 16, O.G. MAX SIDES: 2X6 GARAGE DOOR BUCK W/ (5) RAFTER TO TRUSS MTS-12 Bt. PLATE 0 X'X8" A -BOLTS 4' EMBEDMENT MIN. 0 CREATE VOID FOR STRAP 2X4 SOLID W/ 2'X2'XKi WASHER AND NUT PENETRATION SECURE TO t 1/2, COX SPACED EVENLY FROM FLOOR TO7]J ROOF DECKING OVER 2X4 SOLID L 1/2, CDX WITH MIN. 2-12d BLK GARAGE DOOR HDR IN JOINTS PRE-ENG TRUSSES SECU SHE TH E ND PRIOR TO FILLING. I-2X6 Pt BLOCK ® CENTER OF WITH MIN. 2- K - - PRE-ENG. TRUSS E NO EXTERIOR ARCHWAY EXTERIOR ARCHWAY o DOOR HEADER W(1)Yj'x8' J-BOLTS o ALTERNATE CONNECTION 1 WITH WINDOW SCALE: 1/Z'-1 -0 4' EMBEAND DMENT W/ 2 X2 4 WASHER 4 CONV. FRAMED ROOF MSTA-24 RAFTER TO BLK'G SCALE: I/1'=I'-0' BETWEEN TRUSSES SCALE: 2k4 SECURED TO PRE-ENG TRUSSES W/ 7RJSS » IliS UPLIFT GABLE ENG W/(2)126 0 NOTES: CONNECTOR RIFT W/ W/10 10d OSRUSS xz b -8 O.C. ALL ANCHORS SHALL BE IN ACCORDANCE TO FRAMING PLAN 2X4 SECU MANUFACTURER'S INSTALLATION INSTRUCTIONS WHERE GABLE SUCH INSTRUCTIONS ARE MORE STRINGENT ---DOUBLE TOP PLATE AND C4) T x 2 CONT W/C ® U HT RIPPLE STUDS' IS, O.G. TAPCONS TOL � GARAGE DOOR MAX POURED LINTEL 3 BUCK ATTACHMENT HEADER SIZE PER :. SIMPSON LSTA-12 ® EA. JACK " 1900 UPLIFT o SCALE: I/2'•1'-0° SPAN CHART. STUD, BOTH SIDES OF (2) SIMPSoM HTSM20 OPENING, INSTALLED ON OPPOSITE FACES OF BLOCK WALL ' CDX PLYWJOOD Zx STUDS I6' O.C. MAX W/ W/10 10d TO TRUSS TRUSS LOCKING SHEATHING. SHEATHING TO BE AND (4) 1/4' x 2 1/4" �y 2x4 BLOCKING DOOR WITHIN J' OF WINDOW/ DOOR TAPCONS TO CONT \ ' a EA. RAFTER 6'-C" OF'ENINS OPENING OPENING AND SECURE PER POURED LINTEL L- EA NAILING SCHEDULE RAFTER KING STUDS CSEE HEADER H2.5 EA RAFTER ° �%/ SPAN CHART FOR DETAILS PRE-ENG tRl48S �// AND SPECIFICATION) TER a a 24' O.G. d ° ° JACKS (SEE HEADER SPAN CONTINUOUS 4 PRECAST LINTEL a !i CHART FOR DETAILS AND BOND BEAM FRAMING ° / / SPEI<��I uADTIONSEMBLT t0 BE CTYP) CLOSED VALLEY FLASHING DETAIL FRAMED OVERHANG%. SECURED ONE PLY ®A TIME. //%, USE 12d NAILS, TWO WITHIN 6' 5 6 xrs.TIA, /THAN 1? �o c s"rDac`NO MORE N.TS. �� 2X4 DBL. 5P4�32' O.C. MAX -2X4 DBL. 2X4 TOP PLATE I a I ° V2"x9' AB. MIN. 1' TAP GONE 70P PLATE TOP ! BOTT TOP PL TE I/2 CLG. BOARD TO SECUR= TO FRAMING, EMBEDP'IENMT 8' FROM EACH MIN Z' COVER NEED MIN 1 1/2', LESS THAN TYP. INTERIOR END a 32' OZ. MAX. r APART I14 1 1/2', WINDOW MUST BE _FAg 5P4 OR H5 •TOP AND r,2X4 PRE FAB PRE-FAB SEcuR D To BLOCK DOOR OPENING WD FRAA 1/2' CLG. BOARD TRUSS IR CLG. BOARD TRL18S TI�JBS C LENGTPSTUD BOTH SIDES L 11 SCALE: TRUSS ANCHOR 1/2" CLG. BOARD CONT. METAL 1/2' DRYWALL TRACKS, TOP < 2x4 BLOCKS OF OPENING. 12 RETROFIT N TS. STUDS� ®Or-rom a LINE OF SLAB OEt�`� I!1' DRYWALL I/2" DRYWALL 2X4 WooD -2x4 GONT. I ° SECURE 2x TO 5LOGK W/ (2) STUDS 0161, SCm-se a'x3' TAPGONS OR DRIVE PIN B REBAR VERT. IN /�GorayERBEAD SOLID GROUTED CELL —� SEALANT E CHANNEL SNAPPED BACKER ROD O,G., UAN. BLOCKING zx4 WOOD (MIN SHANK SIZE .145) / — OGKING St11D8 24' O.G. W/ MID -WALL MID -WALL SECURE BT. PLATE STUDS o24' LAYER OF 1/2' (MIN EMBEP. 1 4") TO SLAB W/ 10d/8' THICK 3 COAT O.C.. TYPE GYPSUM WITHIN 8" OF EACH END AND APPLIED t PLASTER ,�� j /— STRUCTURAL FOR PLATEVCMU SEE SECURBT. 32, O.C.A.B. APPLIED MASONRY NAIL 0 'LY TO \ /; ' REINFORCEMENT PLATE TO S I/2' DRYtUALL 3Z' O.T' WALLBOARD a IS O.G. MAX SiSPACING. 32" O.G. MAX ATTACHED TO EACH MASONRY \ / —2x6 P.T. W� W/ 10d M EMBEDMENT / NAIL ®32' 2k4 Pt. SIDE • 12' OC. / MAX SEE FOUNDATION PLATE D O FILL GONG. SLAB FOR DETAILS -GONG. SLAB CELL AS PER GMU WALL � � x� k � � i PRocuct CCNC. SLAB SPPROVAL f�G7. ° �� r FROM MIAMI-DADS ::.j COUNTY G. SLAB ° 4 `1I ✓ WEATHER STRIP a O. _ O-. n a �: SEE FOUNDATION a _ ° , MOULDING ALL FOR DETAILS Si O.G. MAX ° a ° �� X �� DOOR M (BY 1—STORY ° 1—STORY 1—STORY 1—STORY TYP. INT. WALL TRACGA-vK 5RA °° a � � � _ ° ° tR4CK S��c-xEra INT. BEARING WALL INT. BEARING WALL TYP. INT. WALL METAL STUDS �"" `` '� '�� a — a — FWOOOD JA IIQW/ (NO UPLIFT {W/ UPLIFT) &1A N-BRG.) NON-BRG. 3/16'x1114' vERticaL RACK orR EAD DOOR _ BT MAUF. 8 SCALE: I/2'=1'-0" 8 SCALE: 1/2 =1' 0"LE: I� I 0 SCALE: 1/Z _I-0 7ARCH WINDOW FRAME SLIDE FASTENED r0 ROOM TRACK BRACKETS SCALE. 3/4"=1'-0" 1111/4'-20XIA' 13 GARAGE DOOR JAMBS CARRIAGE BOLTS SCALE: 1/2'=I'-0' AND LOOK NUTS. TRUSS TO WOOD FRAMING SIMPSON MTS-12 PRE-ENG TRUSSES W/ Tftl{5S CONNECTOR VERIFY W/ PRE-ENG TRUSS PRE-ENG. TRUSS FRAMING PLAN DOUBLE TOP PLATE DOUBLE T LAT PRE-ENG TRUSSES OR 2x CONTINOU5 5TW55 DBL. 2X TOP PLATE z CONY. FRAMED RAFTERS SP4+32' OZ. MAX-1BLOCKING MID WALL T/16' OS$. a CRI TU I OG. 2x STUDS a 16' O.G. MAX, OR I/2' ZIP SHEATHING *� M SYSTEM (INSTALLED PER HEADER SIZE PER MP 5 - a EA JACK P>�-ENGTRU55Ep U.O.N.MANI SPECS. SPAN CHART. STUD, IDES OF ' T t G SUBFLOOR GLUED 2X BLOCKING s NI - M -12 AND SCREWED AS PER TOP aF FASTNER SCHEDULE I/2' GDX TUDS s I6" O.G. MAX W/ Y SHEATHING. SHEATHING TO BE IST FLOOR STUDS TO 2X STUDS I6' O.C. MAX 2X 2ND FLOUDS DOOR/ WITHIN OF WINDOW/ POOR SI T -36 • 32' 2X STM. PLATE WINDOW OPENING AND SECURE PER 0�� e OPENI NAILING SCHEDULE 3/4' FLOOR DECKING MSTA-36 32' OG.KING STUDS (SEE HEADER MAX TN,/�_ �SPAN CHART POR DETAILS Pam_ E� AND SPECIFICATION) F�ER �/%/�/��i 2X4 4 STUDS 16" O.C. PRE-ENG FLOOR TRU58 �17„ 7!� JACKS (SEE HEADER SPAN 1} OSB. SHEET OR j" DOUBLE TOP PLATE �'� 1NEEfED �� �� ✓ �', CHART FOR DETAILS AND COX PLYWOOD. T ED $ ti= FLOOR TRUSS SPECIFICATION) PER F)zF)i, CHE LE 1All 0&5. 2x CONTNNOUS STRESS BLOCKING MID WALL JACK STUD ASSEMBLY TO B= 1TTHIING 2 MT5-12- Q CONTINUOUS SHEATHING TO BEGIN AT TOP OF BLK ,/ i SECURED ONE PLY +� A TIME. Zx STUDS *o Ib' OG. MAX, W/ I/4" GAP FROM BLK TO OSB. i SED PER TEXT. i=1NISH 1� ; , / USE 12d NAILS, TWO WITHIN 6' A' GYP. WL. BD. 2 HORIZONTAL 2X SPF. STRUCTURAL BLOCKING AT % ��� 'i�/ FROM EACH END < NO MOB BLOCKING UNDER Q /� THAN 12' O.C. STAGGERED ALL STUDS SCUIE ETA-16 PERIMETER O- OS.B. TO PROVIDE T. NAIL PATTERN SECURE BT. PLATE TO SP4 OR H5 m TOP AND TWEEN TRUSS SAYS W/ EERED Sill O.G. MAX SLAB W/ }'x9" ANCHOR {J3 REMAINING AREA TO BE SHEATHED FROM DBL. TOP ��/,�j%'� / BOTTOM PLATES s EA FULL (3) I2db EACH END TRUSS Ag BOLT W/ 2' WASHER SET M PLATE TO HORIZONTAL BLOCKING. G /�1 ' CMU WALL SIMPSON HIGH STRENGTH LENGTH STUD, BOTH SIDES 2x DOUBLE TOP PLATE EPDXY 1" EMBED. MIN. Q SHEATHING s TOP OF WOOD FR MED WALL TO BE / OF OPENING. STAGGERED MIN. OF IS' FROM SHEET BELOW �� SHEATHING TO LAP TO STUDS a 16' O.C. • SIMPSON Si ® BOTTOM OF PRE-ENG'D MTS-12 r EVER STUD 32' O.G. MAX Q INSTALL ALL SHEETS W/FACE GRAIN PARALLEL TRUSS BELOW_ SHEATHING TO STUDS MUST NOT BREAK 1'-4' MIN. 2X4 BT. PLATE FROM 2ND FLR LINE. �� KNEE WALL DETAIL @ ENTRY INT. 2-STORY L.B.W. EXT. WALL SHEATHING TYP. EXTERIOR WINDOW/ DORMER � �' v 4CALE: 3/4'=1'-O' SCAL�:1a'=r-0' SiscALE: 1/z"=r-0' 14 DOOR OPENING WD FRAMED 15 ATTACHMENT sCALE:I/2'=1'-0' SCALE:I/2'=I'-0' CONTROL DATE: 07/01/15 A R C H IT EC T S 1 N. RONALD REAGAN BLVD. LONGWWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 F W rQW U W 0 0. w A h A h summ. a! LOT. CREEKSIDE LOT #103 PROJMT# 04321.000 XoDmu 4EBB "1828-CALI" aaRAOR SWMG: RIGHT PAO& MISC. DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA np 11/17/16 scAum 1/4"=V-0" I.7II I'�I 3� 1y� Building Permit # Planning & Development Services Department Building & Regulations Division Product Review Affidavit Owners Name Applicant Product Opening Design Product Rated Manufacturer Model # Product Approval Glass Type Method of Attachment Pressure Design Pressure Number Concrete tapcon anchor, 1/4", 6" max o/c spacing in top Swing door (+36) / (-47) (+67) / (-67) Therma-Tru Smooth Star FL5891.2-R5 N/A right and left corners, 14" max. spacing elsewhere horizontally and vertically. 1 1/4" embedment. Type 1: 3/16" or 1/4" ELCO Ultracon anchor 6" max. from corners, 11 3/4" o/c at jamb, 16" @ head. 1 1/4" embedment. Type Ili 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. 1 1/4" embedment. SH Window (Integral Type II: 3/16" or 1/4" ITW concrete tapcon anchor. 6" max. +38 / (-51) () (+50) / (-55) Ply Gem PI Gem 1500 y FL16100.1-R5 on pact NImpact from corners, 81/2" o/c at jamb, 6" @ head. 1 1/4" 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 atjamb, 16" @ head/sill. 11/4" embedment. Type II: 3/16" or 1/4" ITW concrete tapcon Picture Window (+38) / (-51) (+SS) / (-55) ply Gem Ply Gem 1500 FL16104.1-R3 Non Impact anchor. 6" max. from corners, 8 1/2" o/c Att)amb, 10 1/2" @ head/sill. 11/4" embedment. Five additional tapcons top and bottom required horitontally,tWo midspan vertically each side. Install per manUfacturers recommended re uiremen 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) J (-50) Therma-Tru Smooth Star FL15037.1-R2 N/A max o/c for corners as well as each side of sidelite. sidelights (1 or 2) Tapcon needed at top and bottom middle of opening for door panel and sidelite. 14" vertical max O/C elsewhere. 1 1/4" embedment. 1/4" concrete tapcon anchor. 6" max o/c for corners. Tapcon required 3" each side of center of opening top and Opaque double door (+36) / (-47) (+50) / (-50) Therma-Tru Smooth Star FL15225.5-R3 N/A bottom. Top and bottom centerline of each door slab get without sidelights tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment 1/4" concrete tapcon anchor. 6" max o c for corners. Tapcon required 3" each side of center of opening top and Opaque single door (+36) / (-47) (+47) / (-47) Therma-Tru Smooth Star FL14985.1-R2 N/A bottom. Top and bottom centerline of each door slab get with transom tapcon. Rest of vertical o/c spacing is 14" max. 1 1/4" embedment. 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) t lopay 16.20 73 W6 FL16107.03 N/A 3/8" x 2-3/4" Hilti sleeve anchors 6" from ends 22" O/C Single Garage door (+30) / (-38) (+38) J (-44) Clopay 8X7 73 W6 FL16707.24 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 FL17801 gauge 1'/<" amular 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 @ 7/8" Hurricane Panels +or - 20 p.s.f. Global Protection 24 GAGE FL15076.2 in poured concrete or 1 1/2" total if stucco should exist, Less than 6' span can be headed screw or all thread but with wing nuts 1/4" x 20 stainless steel with minimum embedment @ 7/8" Hurricane Panels 6' +or - 20 p.s.f. Global Protection 24 GAGE FL15076.2 in poured concrete or 11/2" total if stucco should exist, span or more can be headed screw or all thread but with wing nuts Zip System Huber Wall Sheathing 17147-Rl Install per manufacturers recommended requirements. Sheathing A R C R I T E C T S R inn�� inc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W W 0 0. CS v W A F A r%imm ae LOT. CREEKSIDE LOT #103 P 0432�000 MOD= 4EBB "1828-CALI" RIGHT PAID& PRODUCT APPROVALS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA LIMY 0 2ni DA 1' m/16 I'3C .1/4"=1'-0" NOTE: NOTE: IF ZIP SHEATHING 51'5TEM 15 APPROVED BUILDING WRAP IF ZIP SHEATHINGS SYSTEM 15 SHALL BE LAPPED A MINIMUM OF INSTALLED, PLEASE SEE 4'x4' SELF -ADHERING MEMBRANES INSTALLED, PLEASE SEE 6' a VEKtNCAL LAPS (ROLL FLASHING (COMPATIBLE W/ HOUSE \ MANUFACTURERS ENDS) 4 6' • HORIZONTAL LAPS. MANUFACTURERS WRAP MATERIAL) OVER INSTALLATION PROCEDURES ALL SEAMS NEED TO BE TAPED LATH VERTICAL LAP TO BE P INSTALLATION PROCEDURES APPROVED HOUSE WRAP. \ / WITH FORTIBER SHEATHING TAPE FLASHING TO EXTEND TO PIPE / 1' OR LESS PIPE �`� �`+ � - 6'x6' SELF -ADHERING MEMBRANE PENETRATION PLASHING (COMPATIBLE W/ HOUSE PREFORMED CONTROL JOINT �' THICK 3 COAT CEMENT R 4"x4 FLANGE OF CONTROL JOINTS T / \ PLASTER \ \ SE FL PADHERINCs MEMBRANE II BE WIRED TIED t0 LATH • 9 WRS LAYER N2, FORTIFIBER PLASHING OVER APPROVED O.C. MAX (VERT.). NOTE: DO BUILDING PAPER I° MIN. Lap v METaL L-TH V �� �U`SE WRAP, NOT FASTEN CONTROL JOINT TO / ` / FLASHING TO EXTEND ONTO PIPE WALL EVEN IF STUD EXISTS MEYOND EXCEPT STAPLES W/ APPROVED METAL LATH V LEG MAY BE USED TO TEMP. FASTENED 01' (VERT.) O.G. MAX fX X X X I SECURE CONTROL JOINT AT SUPPORTS X X DURING INSTALLATION WRB LAYER �I, � CUT AND OVERLAP ONE SIDE OF / \ PA5TENER5 TO BE SPACED STUCCO WRAP I METAL LATH SEFLASµi ERING MEMBRANE -CUT AND OVERLAP ONE SIDE OF • T' O.G. MAX VERTICALLY I SELF -ADHERING MEMBRANE WOOD SHEATHING �� / ! / S STEP FLASHING OR 1/2' ZIP SHEATHNG i WRIB LAYER M, 'THICK 3 GOAT CEMENT i SYSTEM qNNSTALLED PER % STUCCO WRAP PLASTER STUCCO NG MANUIF 9. CS.I METAL LATH 6' MIN FADER LAP BELOUI ONLY / WRB LATER M2, FORTIFIBER U+9iB LAYER 01, PORiIPISER WRB LAYER 02, FORTPOER I �y pING pAPER BUILDING PAPER i iUILDING PAPER WRB LAYER "h r —EAL LATH / I 6'x6' SELF -ADHERING MEMBRMIE /� �, i / , - _ -� STUCCO WRAP , PLASHING OVER 4'x4' SELF -ADHERING MEMBRANE FLASHING OVER APPROVED A' ro }^ INSTALL FASTENERS (CLIPS, HOUSE WRAP. GaP MIN. WOOD SHEATHING REQUIRE STAPLES) AS [ATPSHALL NOT 6. ro a° 6^ TO 5' OR I/1' ZIP S 4EAtHIhKsREQl11RED TO SECURE PLASHING TO EXTEND ONTO PIPE NTtNU0U5 �iSYSTEM (INSTALLED PER 4"x4" SELF -ADHERING MEMBRANE MIN. MIN. PIPE/ WIRE 70 FRAMING GH CONTROL M UP. SPECS.) BUT SHALL "' " `-." 'k FLASHING OVER APPROVED OED AND HOUSE WRAP. T EACH SIDE. PROVIDE 2X4 BLOCKING I° MIN LATvSTM GI(d63 PLACED PLAT MAX. 6' TO 5' _ -atea" °''`PLASHING t0 EXTEND ONTO PI p¢D I CONTROL JOINT WHEN ALL LACONTROL JOINT FALLS ON APER LAP %' GONT. BEAD OP SEALANT / STRUCTURAL STUD SCALE: 1 1/2'=I'-& ENERS FOR LATH TO EIE NAILS OR �' INSTALL APPROVED HOU5EWRAP AIR ES IN COMPLIANCE W/ ASTM CI®63INFILTRATION BARRIER OVER 6HEATHING E TIES t0 BE M IS) E IN A 'WIRE / ELASTOMERIC COATING OVER STUCCO/ CKING SHOWN MAY BE IN ADDITIOj LL STUDS REQUIRED PER PLAN / ' C.V. FINISH (5EE TYP WAIL SECTION) VERTICAL LATH &_ PAPER DETAIL WOOD STUDS 6 SECTION PER FBC R703.6.1 \ / Exterior lathing and plastering NOTE: SHEATHING Exterior use of portland cement plaster SIDE LAPS OF METAL OR I/2' ZIP SHEATHING SYSTEM shall comply with the application PLASTER j3AgEg ${..{ALL (INSTALLED PER MANUP. BPECS.) J requirements of ASTM C 926-12A. BE SECURED TO BUILDING NOTE: FRAMING NrzmeeRS. PAPER / 6° MI"' IF ZIP SHEATHINGS SYSTEM 15 Installation of exte or lathing and framing "M" TYPE CONTROL JOINT THEY $HAL LBEtIES `AP INSTALLED, PLEASE SEE shall comply withASTM106312A. WITH 0.0415-IN (ICI-MM) STUCCO LAP ® LATH MANUFACTURERS WIRE AT INTERVALS NOT "^ s° LAP PAPeR INSTALLATION PROCEDURES MORE THAN S' (22S-MM). AS PER ASTM cve3 OI. FOLD NWARD • PT. A j G J L i-0L.D INWARD • PT. A "j�J /�'� �I "j" T r� ��•I• j s.C�ASE •Pr.e /O¶ JCl�I� JLlC� V 1 NOTE: I O� ®FOLD FOR REPAIR of TEARS HORIZONTAL LATH ® IN WRB LAYERS, TEARS DETAIL DETAIL MAY BE F"ATCHED & PAPER IIETAIL W/PPER M E WRAP TAPE . PER ANUP, SPEC. OR r-0LD PEEL 4 STICK • 4b ® 1/2" ZIP SHEATHING SYSTEM (INSTALLED PER MANUF. SPECS.) OR O LFOLD INWARD• ( Q ) 1. FOLD INWARD• Pr. A FrA FOOD A�I�"�RTH1NCs '' G ° "'r" B s. cREAOE • Pr. c STUCCO USAF 3. GI�ASE • PT. G 4. FOLD PT. G OVER FT. (DN-.'T B TILL PT. C TOYCFBS BoroMFLAVGE ® / "THICK 3 COAT CEMENT k PLASTER METAL LATH LEGEND ® ®FOLD ® LAP LURE 4 TAPE OVER DRAINAC;E FLANE (LiR5 TT, ROOF/UJALL SCREED Elat'rom/� WATER TIGHT1 �rE�R #1, 51ih0WRR 00 ) NOTE: OE �CLD' 22 IF ZIP SHEATHINGa SYSTEM 15 e�a,T. z 5"X5" "L" TYPE CONTINUOUS INSTALLED, PLEASE SEE GALV. METAL FLASHING MR8 L A�� R *2 «CRT I 15 R — — — — — — MANUFACTURERS INSTALLATION PROCEDURES i' THICK, 3 GOAT c5-SNT (NAIL TO ROOF DECK, NOT 5U I L D ING RARER) PLASTER LUALL SHEATI-41NCs) WRB LAYER 02, pORTIPIBER = BUILDING PAPER CAP SHINGLE - DO NOT NAIL, r"IETAL LAT�4 %< X X X WR3 LAYER M, INSTALL LUITH ROOF CEMENT STUCCO WRAP LAP LAYERS OF ®WILDING WRAP 5 T fir L/ C ® a OVER NAILING FLANGE, STOP �M AC X 119 AWYE \ ROOF CEMENT WALL FLA�T� \\I SHINGLE ROOFING 1J00D 5� Y4TI�INC� i a OR 1/2" ZIP SHEATHING SYSTE=-1 DETAI aT FLAOHNG (SEE DETAIL) R.i ( INSTALLED PER I" (ANUF. SPECS,) "J' �%` �� NOTE: &ELF-AD�EeIVE FLAS4ING — �\ \ IF ZIP SHEATHINGS SYSTEM 15 NOTE, - - INSTALLED, PLEASE SEE ;E MANUFACTURERS >�ETAL LATI4: LAT�4 TO 5E �EfR FSC FELTuriDer�AmENr�� �tt�� — WATER TriHT OVAL (BVrw OR INSTALLATION PROCEDURES /� /'� //�� �7 �+ SOLDER, DO Not CLLrJ Ri 03.(o.1 / A STrl C - 8 — SG/�, Nf I N. 2 wr�o MOM; INOTALL <GKOWT BHINCsLE ROOFING (1! FLAIN4 NGS AT BOTTOM OF ROOF 1 �,tV I I T T WALL NTERSECTIONB fE 5Q. �J�-�l�D C 1.�1 I J� I I OR DRIP EDGE' OVERLAP S' EXTEND IS,MFC4OW LATLI D0 5 NOT 1„EET 5FECIFICATION5) SHEATH 4' MECHANICALLY FASCIA WRAP 7) 7 7 FLASHING . FASTETI 4' O.G. MAX N.T.S. A R C H I T E C T S 1 N. RONALD REAGAN BLND. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774.4078 www.ab,designgroup.com AA #: 0003325 F PWAI W U h 0. V W p F A ST.7HMV. a LOT: CREEKSIDE LOT #103 04321.000 �IdOB�Ee 4EBB "1828-CALI" RIGHT PAQM WALL ASSEMBLY DETAILS 160 MPH EXP. C AFK>IITI=C'r: STATE OF FLORIDA MAY 0 DAfiE- 11/17/16 8C1/4"=1'-0" x•;'I:—If a NOTE: INSTALL 6' SELF -ADHERING NOTE: IF ZIP SHEATHING SYSTEM IS MEMBRANE FLASHING OVER STUCCO IF ZIP 5HEATHING 5`I'5TEM 15 INSTALLED, INSTALLED, PLEASE SEE TOP, SIDES) AND BOTTOM MANUFACTURERS FLANGES OF NON -MOVABLE FINISH PLEASE SEE MANUFACTURERS INSTALLATION INSTALLATION PROCEDURES FRAME OF THE EXHAUST. 6" SELF ADHESIVE WOOD CONSTRUCTION PROCEDURES SEQUENCE OF FLASHING TO BE: OVER TOP E SIDES I, BOTTOM. 2. SIDES, 3. TOP 1/2" ZIP SHEATHING SYSTEM 1/2" ZIP SHEATHING SYSTEM !INSTALLED PER MANUF. SPECS.) OR (INSTALLEp PER MANUF. SPECS.) OR Xi/ VENT CAP IS TO BE SET IN BED SELF WOOD SHEATHIING WOOD SHEATHING X OF SEALANT TOP AND FLAW-IINC� STUGCOYWRAP SIDES . SE ANT 15 To BE �� UNIT WRB LAYER "I, t.�,�i r� o, t nvti crt WE AIW JOINTS. I �1,_�_ {� MANU _DRYER I / I I I°� I 1 / �EyW D NCs PAPER LAYER 02, !FIBER LL AROUND ' NT Y SEALANT ALL VENT GAP (SET IN METAL LATH Nt AND INTERSECTIONS CONT. SEALANT) { WR8 LAYS F RTI 18ER woop/e' tEx7uRED LY SEALANT At PERIMETER OF 5 1LDING E CONSTRUCTION FINISH ®WOOD SACKER ROD NON -MOVABLE FRAME AND STUCCO FASTEN TO WOop STRUCTURAL oN ALL SIDES, Y4" CAULKING 4 JOINT SEALANT' MEMBER ® 1' O.G. MAX ALL AROUND TOP d SIDES �" s' crlu I COAT CEMENT a+ PER FBC R703.6.1 L T R EEP 5CRE LL Exterior lathing and plastering I *; BAROD Exterior use of portland cement plaster — A CKER shall comply with the application DRYER VENT (B LO C K) /a TO e Mip-WAS �X requirements of ASTM WEEP C 926-12A. SCREED 6" WIDE STRIP SELF ADHESIVE FLASHING, CLEAN 1 x Installation of exterior lathing and framingMASONRY BEFORE APPLYING shall comply with ASTM C 1063-12A. „ f x I 6 SELF-ADI-4E5IVE WRB LAYER *I, „ X STUCCO WRAP FLASHING TExtuRED FINISH a MASONRY HOODED VENT $L1ILDING PAPER x OVER 'QulcK WOOD 'FRAMED PLasCK, 3 GOAT CEMENT FLASH" f — — — —1 WALL B HORIZONTAL WEEP SCREED x METAL LATH 7A HORIZONTAL WEEP SCREED (FRAME TO BLOC WRB LAYER 02, FORTIFIBER PIPE THROUGH � FRAME TO FRAME BUILDING PAPER WALL NOTE: WOOD SHEATHING NOTE: IF ZIP SHEAtHiNG SYSTEM IS ' INSTALLED, PLEASE SEE IF ZIP SHEATHING SYSTEM IS INSTALLED, MANUFACTURERS PLEASE SEE MANUFACTURERS INSTALLATION PROCEDURESDRYER VENT (FRAME) ;/'. INSTALLATION PROCEDURES 6 SELF ADHESIVE FLASHING (INSTALL PER MANUF. SPECS.) all OR 1/2' ZIP SHEA PING SYSTEM BUILDING PAPER !INSTALLED PER MANS• SPECS-) WOOD SHEATHING UNDER "QUICK FLASH" LURE LAYER 01, NOTE: WRB LAYER I= STUCCO WRAF'' IF ZIP SHEATHING SYSTEM 15 GUT OPENING IN STUCCO WRAP HOU5EWRAF jt� WRB LAYER 02, FORTIFIBER INSTALLED, PLEASE SEE APPROVED BUILDING PAPER MANUFACTURERS FOR BOA INSTALLATION ON WOOONstucnoN INSTALLATION PROCEDURES GUT "X" INTO rl A VENT PENETRATION WRB LAYER *I, SELF -ADHERING META A SCALE. NT5 STUCCO UURAP MEMBRANE FLASHING e' CMU C I EAD APPLY SELF -ADHERING RA SAND MEMBRANE FLASHING Ye 1 WOOD SNEAT4SHEATHINGTOXMID-WALL AP -'ER 15OX AND OVER PROVED Ill LAYER WEEP REED �I 57f' *1 STEF 2 6' WIDE STRIP SELF ADHESIVE pLSHING, CLEAN MASONRY SEFORE APPLYING APPROVED Z FLASHING - — HOUSEWRAP WRB LAYER "pI, BELOW STUCCO WRAP ELEC. METER I=1ELD I STONE VENEEFR YERIF-Y LOCATION ELEC. METER FIELD OVER scRATc.H COAT VERIFY LOCATION CUT SUCH THAT APPLY 60 MIN SELF -ADHERING NO r1r=MSRAN5 GRADE 'D" FELT MEM15RANE FLASHING i ENTIERS BOX, OVER APfFLY t0 FACE SELF -ADHERING APPLY STUCCO SCRATCH GOAT PPL R EDPE O FLASHING G OVER L SHIN 7C HORIZONTAL WEEP SCNEED Al ONE (1) LAYER OF PAINT APROVED W /STONE VENEER PRIOR TO INSTALLING ELEC. P HOUSEWRAL- III /. METER WRB LAYER 02, FORTIFIBER (FRAME TO BLOCK)% CAVITY TO BE FILLED BUILDING PAPER WITH RIGID POLYMERIC eT f � 5T E f .Zr LE ND ISOCYANOTE-POLYBLEND FOAM JL ®I � '�V CGMAT 5TUFF" OR 51M1LAR) ELAstoMERlc ,A A t7IL.IG IN DRAINAGE PLANE (UURB SASE SEALANT AT POINT LAYER #I, STUCCO UJRAP) THAT ELEC. WIRE PENETRATES APPLY E-Z BEAD Ll LAYER #2 (EORTII=IBEIR — — — — — e MIN GRRADE �D11 BULD1NCz PAPER) AREA TO RECEIVE EAL N TATDALL STUCCO SCRATCH COAT METAL LATH x—x—x—x E 1 COAT OF PAINT L BACK- JOINTS AND ROLL PRIOR TO INTERsEctlol STUCCO= ELEC. METER INSTALLATION PROVIDE STUCCO SCRATCH COAT LARGER THAN THE ELEC. •o•o•o•o o •o•o•o 0 .o e. o. a 0 0. o• O •o o• O• ° •O O O. o• o. 0 0 O .O.O.O O .0.0.0.0 r COATING OVER n STUCCO/ C.V. FINISH (SEE TYPICAL WALL _:•' SECTION) , METAL LATH s. .y WOOD 5HEATHINCH % METER METRO AN OR METER ER RAN AND � OR i/2 ZIP SHEATHING SYSTEM SELF- A-D+L-E51VE FL45HINC-z — -- — — — DIScoNNEGT 5T E F eT NOTE: ELECTRICAL, RECEPTACLE METAL LATH: LATH TO SE PER EBC ELECTRICAL CONDUIT R103.6.1 / ASTM C-841-0e, MIN. 2.5 LBS. 8 PENETRATION PER 5Q. WARD (UTILITY OR NOMINAL LATH DOES NOT MEET 5PECIr-ICATION5) A R C H I T E C T S 11 N. RONALD REAGAN BLVD. LONGWOOD,FL32750 PH: 407-774-6078 FAX:407-774-4078 www.abdesigngroup.com AA #: 0003325 h w W 0 F 4 w q q icy . J / ev�rw ae LOT: CREEKSIDE LOT #103 FrROnMT# 04321.000 il[0D=- 4EBB "1828—CALI" GARAGE 871MG-. RIGHT PIR4R: WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT STATE OF FLORIDA MAY 0 11 /1"7 /16 1 SCAM 1/4-=1.-0- 1 IZ WOOD SHEATHINGEXT, WOOD FRAMED COLUMN SHEATHING WALL WRB LAYER "I, SUS -FLOOR DEGKINGs ! "BARRIER MWEATHER RESISTIVE STUCCO WRAP 3" X 3' 26 CAA. GsALV. %� +� WEAtµER RESISTIVE [CONSTRUCTION OOD WR 3 LAYER *2, FORtIFIBER FINISH LAYER l2 LAYER METAL DRIP EDGE � - BUILDING: PAPER PRE-ENG D TRUSS „ BARRIER "2 PEEL 4 STICK) SET IN FULL BED OF s/4' HAT CHANNEL 8" THICK, 3 COAT CEMENT 6" PEEL < — — SEALANT, Y�" MIN. 6" SAF. WEATHER RESISTIVE WAlel" TYPE 'X' DRYWALIDDED L PLASTER BARRIER " SPACE FROM DRIP PEEL 4 STICK 6" SAP. m WEEP SCREED WEATHER RESISTIVE STICK DRIP % TO 5FI IND WEEP SCREED BARRIER "1 /�' EDGE t0 PACE TO TREX J 1 XYxV 'L' FLASHING / ' `�� 4" O IT[ J' THICK, 3 GOAT CEMENT) V RIE DECK `.'; i \ INROOFLLY : PLASTER WOOD SHEATHING x . METAL LATH I E' X 3' RI E Cs E WRB LAYER "I, r • Y4 GAP FOR BACKER � � � �� METAL DRIP EDGE E r I %�"XI s/a" P.T.OR SIMULATED ' ROD < SEALANT Y4" GAP FOR BACKER SET IN FULL BED OF STUCCO WRAP ' WOOD SHEATHING SEALANT,14" MIN. WOOD (TREX) FILLER, ROD 4 SEALANT " THICK, 3 GOAT CEMENT r ` CONTINUOUS VINYL CASING: BEAD SPACE FROM DRIP FACE TO TREX WEATHER RESISTIVE PLASTER (oil WATER PROOPINGx let WEATHER RESISTIVE VINYL CASING: BEAD % BARRIER 01 AM6E+-WFWC-780 CUSTOM 51N • 5EADi i FLASHINGa WRAPPED I r I EXTERIOR GRADE LAYER l2 LAYER PEEL 4 BARR ER "1 x WEATHER RESISTIVE TOP OF WEEP SCREED DRY WALL STICK) WRAPPED FROM 1 BARRIER 02 TO SHEATHING BELOW L' 5ARRIER RESISTIVE WATER PROOFING I I BALCONY DECK t0 BARRIER "2 LAYER (2 LAYER PEEL --='� EX R COLUMN CANTILEVER WRB LAYER NI, " THICK, 3 COAT CEMENT°P°` °°"" ' + 4 STICK) n—aer"'P01111Ac RrYY UM HEATHINGs STUCCO WRAP I T If IN PLASTER 0 1 SC —VINYL CORNER BEAD 6 PEEL 4 STICK a DECK MEMBRANE, DRIP EpCsE TO DECK '� s T _ I EXt1=ND RIP \PEEL d STICK WRB LAYER 02, FORTIFIBER NO CHAP IN FIELD VINYL CASINGs BEAD SU$ FLOOR EDGE �,, 2"xV "L" FLASHING � BUILDING: PAPER (SHOWN FOR CLARIFICATION OF c ® FULLY EMBEDDED IN ---- ----- ---- i SEPARATE ACCESSORIES ONLY) 3 3 26 A. ALV. SUB FLOOR CEMENT I Cs ROOF D E rii ��i� 6" SE � ; ;;. - ,i� ,; SE N F L BED OF ��" X 3" 26 GA. CzALV. �� i FLASHING WRAPPED I VXI -Y4' P.T. OR SIMULATED t, O MIN, METAL DRIP EDGE WRB LAYER *I, WOOD (TSEX) FILLER ACE FROM DRIP SET IN FULL BED OF S COR`JER OF CANTILEVERNo STUCCO WRAP ` ; _ CONTINUOUS AGE t0 TREX I "O l OR 15URLATED 4 POSITIVE DRAIN SEALANT, J4' MIN. AMIGO AM66-WFWC-780 \ WEEP SCREED Y4" GAP FOR BACKER VINYL CASING BEAD G t UOUS CUSTOM GA51NCz BEAD �` 6 ROD < SEAL t WATER PROOFING let SPACE FROM DRIP "GA FOR SEALANT !FACE t0 TREX _ FINISµ LA l2 LAYER LAYER (2 LAYER PEEL t Pt. BACKER ROD. VINYL CASING BEAD '--- PEEL 4 5 G STICK) WRAPPED FROM WATER PROOFING let CANT1]LEV]ER DR1]P MODIFIED 3/ IENT BALCONY DECK TO LAYER (2 LAYER PEEL 4 NO GAP IN FIELD 10 CH NEL CANTILEVER 3/4 RESILIENT STICK) WRAPPED FROM (SHOWN FOR CLARIFICATION OF NOTE: VI L S Cs EAD s t1 IIGK, 3 GOAT CEMENT HAT CHANNEL $ALCONY DECK TO 5EPARATE ACCESSORIES ONLY) PLASTER VINYL CASING: $EAD IF ZIP SHEATHING SYSTEM IS � D � � ', CANTILEVER METAL LATH CASING BEAD INSTALLED, PLEASE SEE — THICK, 3 COAT CEMENT MANUFt4CTURERS al,/a,PE "X" DRYWALL WOOD SHEATHING PLASTER 10 A DTL, ® CANT. INSTALLATION PROCEDURES JLL._dd �j II � JL W/TEXTURED 4 PAINTED WEATHER RESISTIVE: 5/8" TYPE "X" DRYWALL I METAL LATH SCALE: 1 I/2'=1'-0" N�� FINISµ BARRIER 01 W/TEXTURED t PAINTED ' WEATHER RESISTIVE FINISH WOOD SHEATHING " THICK, 3 COAT CEMENT $ARRIEiR w2 PLASTER 4" POSITIVE DRAIN J" THICK, 3 COAT CEMENT 4' POSITIVE DRAIN i� VINYL CORNER BEAD WEEt� SCREED WEEP SCREED DRA IN�C��tIPL III RL�1+ PLASTER _NO CsgP IN FIELD 1�10��' 1=ANrER #I, S UCCO WRAP/ VINYL GORIER BEAD (SHOWN FOR CLARIFICATION OF �E AL LATI I, LATI TO f5� Fprz� F5c VINYL CASING BEAD NO CLUN IN FIELD SEPARATE ACCESSORIES ONLY I I t`=f �t 1� I,t y� t� I ISHOWN FOR CLARIFICATION OFVINYL CASINCs BEAD C - B�+ = Oe, I I � mot. 2,r ��5. �RB ����R � C�ORT IF- I5ER — — — — — SEPARATE ACCESSORIES ONLY) PEfiR SQ, Y,�fiRD (U'`�ILIT� OR NOl"II1�1,�1� BI�ILDING� P�4PER) BALCONY DRIP BALCONY DRIP LATI� DOSS NOT 1"IET SPGIFIGATIONS) MET,4L L,4T� x x x x 11A EDGE INSTALLATION 11C EDGE INSTALLATION C COLUMN (W/" L" FLASHING SCALE: NTS NOTE: CONSTRUCTION STUCCO WOOD SHEATHING NOTE: IF ZIP SHE:At INGs 5Y E IS IF ZIP SHEATHING SYSTEM IS INSTALLED, P EASE E INSTALLED, PLEASE: SEE MANUFACTURERS WMATHER RESISTIVE — 2x FRAMING MEMBER WRS LAYER •1, MANUFACTURERS INSTALLAtlO PROLE RE:S BARRIER 01 WOOD 5HE,4T1� INCH �i�� I a STUCCO WRAP x, INSTALLATION PROCEDURES HA RIESILICHANNEL WEATHER RE515tIVE I WOOD SHEATHING; HAT CHANNEL BARRIER 02 SL1=-,4D�ESIVE FL�,SLIII1�1C-� 8" THICK, 3 GOAT CEMENT VINY ASI BEAD j PLASTER WRS LAYER "2, FORTIFIBE R I THICK,NCs 3 coar CEMENT 2 I/? CORNER BEAD SUILDPAPER ! I WRB LAYER #1, BLASTER DRYWALL METAL LATH FASTENED TO SHEATHING f 1 f I STUCCO WRAP /I URED 4 PAINTED OOp SHEATHING -I ° O.G. MAX, METAL LATH I 1 r , 0 IR ZIP &IMATµIWA SYSIVI M==) . M ...x�x '.X—x-'^—x� _ �" J' THICK, 3 COAT CEMENT ! " WRB LAYER *2, FORTIFIBER ( reTAu�c EeDr=R er�ce. ! BU LD INCs PAPER " THICK, 3 COAT CEMENT () 2x12 HEADER PLASTER ' PLASTER 4" POSITIVE DRAIN WRB LAYER 01, ro "SELF -ADHERING h' TAL LATH VINYL GORIER BEAD STUCCO WRAP FLASHING � J u,EP SCREED WOOD SNEATI-IINC� I ,.IExPLODEp $ THICK, 3 GOAT CEMENT VINYL CASING BEAD NO GAP IN FIELD VIEW FOR PLANER (SHOWN FPR CLARIFICATION OF CLARITY) SEPARATE ACCESSORIES ONLY) METAL LATi•4 DRIP GAP It § r • I 11 D DRIP EDGE WRB LAYER *2, FORTIF15EIR INSTALLATION BUILDING: PAPER WINDOW FLANGE NOTE: �p jp ��pp jj��I j� WRS L TER 01, / IF ZIP SHEATHING S S EM IS WOOD CONSTRUGITON � � � C O R N E R BEAD � JL' R AM E 57UCC�WR4P INSTALLED, PLEA S E MANUFACTU RS % I/� " \ INSTALLATIONPR != URES WEATHER RESISTIVE WRB LAYER "2, FORTIFIBEER BARRIER CORNER BEAD WEATHER RESISTIVE (FASTENER 8 SPACING 'a" O.CJ BUILDING; PAPER BARRIER *2 o � METAL LATH VINYL CASING BEAD ' THICK, 3 GOAT CEMENTCA' 1 ' PLASTER �' THICK, 3 COAT CEMENT 5/8' TYPE "X' DRYWALL METAL LATH PLASTER W/TEXTURED 4 PAINTED ` 6"SELF-AD�4ER(NCs\ ' % TI µ SYSTEM FINISH I � �� THICK, 3 COAT CEMENT ' r��SrgL��pR Iyavu�. sPEcs.� CMU FLASHING I F�+EADER/B3=AI'I PLASTER V THICK, 3 COAT CEMENT DRIP GAP . I VINYL CORNER BEAD VINYL CORP. 4 PLASTER APPLIED POSITIVE DRAIN WEEP SCREED DIRECTLY TO MASONRY WINDOW FLANGE VINYL CASING BEAD NO GAP IN FIELD (SHOWN FOR CLARIFICATION OF SEPARATE ACCESSORIES ONLY) CORNER BEAD C B ]LOCK CASING BEAD C) WI N D O W 4- B � 5 5 FRAME, NO BAND ) COEDRIP EDGE INSTALLATION (- A R C W IT E C T S 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 W rn W U w 0 Q, U W A A ti nVilzmV: de LOT. CREEKSIDE LOT #103 p 0i amm000 a[oD� 4EBB "1828—CALI" QARAQZ OWING: RIGHT PIAM WALL ASSEMBLY DETAILS 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA tAA gj 11/17/16 SC 1/4"=1'-0" NOTE IF ZIP SHEATHING SYSTEM 15 I" tH(G OAT CEMENT WOOD SHEATHING IINC� INSTALLED, PLI=ASE SEE Y,4 5�� r� " :cASIN i�EAD PL R g THICK, 3 COAT CEMENT MANUFACTURERS to t�iM t r5EAANT PLASTER l INSTALLATION PROCEDURES 1X TRIM MEMBER ; \ WR5 LAYER "I, a STUCCO TO METAL LA STUCCO WRAP SIDING TRANSITION ' LAYER 02, FORtIF(BER / 1 WOOD 514EATI41NG UILDING PAPER I WR5 LAYER 02, FORTIFIBER SIDING- WOOD SHEATHING T BUILDING PAPER I - .! WR5 LATER 01, r� STUCCO WRAP / WINDOW FRAME �!� ...............-----•-• ••-- - WR5 LAYER *2, FORTIFIBER METAL LATH ; " BUILDING PAPER L WRB LATER 02 F0RT11=1BER STUCCO WRAP s E \ WR5 LAYER 01, THICK, 3 GOAT CEMENT '� E-Z BEAD VINYL CASING PLASTER BUILDINCx PAPER 10 EL (W/3/8" FLEXIBLE PVC BACKER ROD) 6"SELF-ADHERING ``' ` i METAL LATH CASING BEAD l FLASHING .•I J 6° SELF-AD(-IEREING /- THICK, 3 GOAT CEMENT FLASHING OR PEEL 4 STICK VINYAL ANGLED —.EXPLODED CASING BEAD VIEW FOR PLASTER SIDING TO S T C C O WR5 LAYER *1, Stucco WRAP, CLARITY) i \ WRAPPED AROUND FRAMING I �., CASING BEAD / MEMBER DRIP GAP' _ ~ (CROSS SECTION) / \ ro° SELF ADHESIVE FLASHING �—'WOOD SHEATHING I WINDOW FLANGE y WR5 LAYER *I, STUCCO WRAP , 2X FRAMING WOOD CONSTRUCTION \,` MEMBER DETAIL BELOW EXPLODED VINYAL ANGLED BEYOND / / A51NG BEAP- % � , � \ WOOD SHEATHING FOR CLARITY ``. WEATHER RESISTIVE `. FORtIFIBER ------ -------------------------------------- WRB LAYER *2, BARRIER �I i--------------------------------- BUILDI�f�lCs PAPER + ; / I EARRleR slsrlvE— /'/ \ --- -. 1 I" X 7 Ya" LAP SIDING — METAL / \ LATI I �. I 16' REVEAL 6" WI-r- DHERIWx---------- ---- --------------------------------------------- IL THICK, 3 GOAT CEMENT ,� ! 6' SELF -ADHERING g" THIICK, 3 CO.AT C)=MENT " i j PLASHING y WEATHER RESISTIVE i Y4 l!� T F� PLASTER '� \ I = BARRIER MOA�INC BEAD PLASTER ` _ 1\ '� STARTER STRIP / \ \ `. - WEATHER RESISTIVE % SEALANT TO WINDOW METAL LATHH 6"SEBARRIER LF-ADHr RING i" FLASHING — •• Do Nor cAu K I �i 6' SELF -ADHERING �� � / SEAL OPENING I � ` / PLASHING i lI GAL GAL GALV'D METAL W AY R *2, FORTIFIBER Z PLASI-IING DRIP CAP - _ f'' z DO NOor o5&1LK OR I WINDOWFRAME " D APER M MEMBER WINDOW FLANGE % D SHEATHING I SBFAD. CASING / \ j CASING BEAD C� WINDOW I Y< X 6' SIMULATED �[ i, (FRAME, W/ JL3 A N D) z 1 WOOD GRIM MEMBER \ SEAL GAP VED-Sl KING -- ..... r \/� � " / OR APPROVED-v�ALANT I 'C".,ll�I I I I STUCCO CASING —WR5 LAYER *1, SIDING TO STUCCO Stucco WRAP @3 BLOCK TO FRAME NOTE: WOOD SHEATHING INSTALLED, ZIP SHEATHINGS SYSTEM( IS 19 TRANSITION / \ STALLED PLEASE SEE = 6' WIDE PEEL 4 STICK Ifs , MANUFACTURERS 1�jSTALLATION PROCEDURES OVER FLANGE WINDOW FLANGE METAL LATI4 NOTE: % E-Z BEAD VINYL CASING METAL LATI 4: LATH TO BE PER F-BC 2X FRAMING �� � � (W/3/s" FLEXIBLE PVC BACKER ROD) I WR5 LAYER #I, R703.6.1 / ASTM G-84�-m9, MIN. 2.5 LBS. �, MEMBER ,;' \� •APfi'LY FULL BED OF SEALANT BETWEEN ' STUCCO WRAP LJOOD 5I4EATHINC PER SCE. YARD (UTILITY OR NOMINAL LATH DOES NOT MEET SPECIFICATIONS) � FLANGE 4 BUILDING WRAP BUILDING ; WRB LAYER *2, FORTIFIBER 1 WRAP -�------------------------------ WQQD CONSTRUcros ----------------------------------------------------------- BUILDINCx PAPER ��Q ��� a #, BEfoNp 9L LF--ADHERING LJ I� WOOD SHEATHINGri� — 8" THICK, 3 GOAT CEMENT STUCCO UJfR,4}= WEATHER RESIsrrVE / I WEATHER RESISTIVE PLASTER BAR{¢IER * \ IER M TO LAP WEATHER RESISTIVE / 6 M ABOVE TOP III yp E2 BEAD WINDOWCASING \` T' LASHING x, ' WfR5 L� EIR 'L, FOIRTIF15EIR W%6REv:ALPSIDING /// ' II A r> R } / 1 ATHER RESISTIVE 1-6 B U I U D I NCH P P S LP -ADHERING BARRIER M VINYL ANGLED PLAING Z \ uATHERRESISTIVE CASING BEAD "� stA / a \\ \ \ // BARRIER "2 RTER STRIP GALV'D METAL VINYL CASING BEAD '` I ; I 'Z" r=LASHING _i E��_NOo CAULK OR DO NOT CAULK OR II T H I GIG, 3 COAT C 1 «N T @EAL OPENING LEGEND (EXPLODED 8 GALV'D METAL WEATHER RESISTIVE VIEW FOR PL✓45TE I\ Z' PLASHING BARRIER "I r0 LAP I Y4 X 6' SIMULATED 6" MIN. ABOVE TOP — CLARITY) WOOD TRIM ME R oP 'Z" PLASHING " Cx VI Y r I Y<' X 6' SIMULATED DRAINAGE PLANE (WR5 (W/3j' FLEXIBLE \ / WOOD TRIM MEMBER BACKER ROD) I v / / SEEP -ADHERING LAYER 1*1, STUCCO WRAP) FLA�SHiry� DHERING \ 1 I PLASHING WRB LAYER *2 (FORTIFIBER — — — lb' THICK, 3 GOAT \\ I SEAL GAP W CAULKING CEMENT PLASTER f OR APPROVED SEALANT BUILDING PAPER) WEATHER RESISTIVE \y'' WEATHER RESISTIVE CASING ' II i r1D OP �, AI S E D BARRIER "I BARRIER "I METAL LAT� i %�—%�—%<—%< WEATHER RESISTIVE E-Z BEAD VINYL CASING BARRIER 02 (W/%' FLEXIBLE PVC BAND ( FRAME) SIDING TO STUCCO WEATPE �D) STUCCO WEATHER RESISTIVE BARRIER 02 WOOD SH4EATH4ING SCALE: 1 i/2"=1'-m" @ FRAME TO FRAME OR I/2' ZIP &4EAT1-IING SYSTEM TRANSITION (INSTALLED PER MANUr-. SPECS.) SELF-ADHESIVE FLASI-41NG — A R C H IT E C T S U N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-774-4078 www.abdesigngroup.com AA #: 0003325 w inz U w 0. w q F A h 0 z U 42 d c i ®1JHiV. de LOT. CREEKBIDE LOT #103 F 04�32�000 NOZ)EMA 4EBB "1828-CALI" QAAA0Z 9WZN ': RIGHT PAC& WALL ASSEMBLY DETAILS 160 MPH EXR C ARCHITECT: STATE OF FLORIDA ml 0 9 Dnz' 11/17 /16 1/4"=1'-0" T tA'fY' W '�I' gwo OUT HOUSEWR/ AT 45' ANGLE MODIFIED 11, CUT RN HOUSEWRAP LINE OF I OPENING APPROVED HOUSEWRAP OVER SHEATHING OYER = STUD WALL STEP 1 INSTALL 6' SELF-ADHp FLASHING c NAILING FL. JAM56 EXTEND FL I' BELOW S FLEXIELE I DO NOT SE FIN TEMPORARILY FOLD -UP i SEC 1-I0618EMWO (OI TUCK FLAP UND at HEAD FOLD HOUMA IN AT JAMBS A INSTALL b' SELF-ADHE FLASHING C YINYL HEAL FLASHING (I DAMS) NAIL FLANGE EXTEND SELF-ADHE FLASHING I' BEYOND Jo FLASHING INSTALL VIP CAP ALIGN FLASHING W/ INT. EDGE OF SILL RO. MECHANICALLY FASTEN FANNED EDGES. (CAP NAILS, STAPLES) INSTALL DUPONT FLEXWRAP AS TH FLASHING AT THE APPLY 46' NOM.— :ONTINUOUS BEAD ;F SEALANT AT IAMBS AND HEAD of APPLY' TO EAC:K OF JINDOIU NAILING LANGIE IN LINE W/ VRE-PUNCHED SOLES OR SLOTS. STEP 4 FOLD DOWN DIAGC ACRO WINDO JIDE ,ADHESIVE :XIBLF= FLASHIN VER E- RIP CAP 'ECTO-WRAP EOUI V) WINDOW F L,ASI-11-ING INSTALLATION DETAILS (FULL, ��AP) — O�2 SCALE: NTs NOfi€: F SIP SHEATHING; SYSTEM IS INSTALLED, PLEASE &EE MANUFACTURERS INSTALLATION PROCEDURES INSTALL PLUMB, I AND Sa MANUFAC WRITTEN INSTRUCT Y M1E NG DINT NOTE: I. IT 15 THE CONTACTORS RESPONSIBILTY TO VERIFY THE COMPATIBILITY OF ALL PRODUCTS INCLUDING HOUSEWRAP, SEALANTS 4 SELF -ADHERING FLASHING MATERIALS USED DURING CONSTRICTION. 2. INSTALL ALL MATERIALS PER MANUFACTURERS WRITTEN SPECIFICATIONS WAf5;iI G; SEALANTS MAY RtACT ADVERSELY IF NOT COMPATIBLE. NOTE, CLEAN AND SEAL JAMIS TO SILL JOINTS WITH i DOW 119E FOLLOWING COMPLETION OF ,EXTERIOR RETROFIT WORD NOTE- REPAIR SCHEME SHOW SHALL BE IMPLEMENTED AT ALL WINDOWS WITH EVIDENCE OF WATER INTRUSION BELOW THE WINDOW OPENING NOTE: SEAL INTERIOR PERiME,TER OF WINDOW WITH SEALANT A R C H I T E C T S 6 si n Ru0nc. 1441 N. RONALD REAGAN BLVD. LONGWOOD, FL 32750 PH: 407-774.6078 FAX: 407-774-44078 www.abdesigngrou p.com AA #: 0003325 F W h V W 0 F 0. A F A FF h BLTBD=P. dC LOT: CREEKSIDE LOT #103 F 0MCCT 000 NoDsLs 4EBB "1828-CALI" awe$ OWngG: RIGHT PAO& WALL ASSEMBLY DETAILS: WINDOW FLASHING 160 MPH EXP. C ARCHITECT: STATE OF FLORIDA MAI 0 9 gg 11/17/16 BICAT .1/4"=1'-0" Bi ET 1 I i I 11 2x�o SUB -BAND W/1 "x4" NOTGI4 6 END, WRAPPED IN PFI�'L 4 STICK DRIP EDGE -T/S" TEXTURED FINISH I WOOD 5/s11 TEXTURED FIN15H s V' 1U I\ I\ I \ I\ I \ I \ I \ 1 \ J \\ METAL 1=ASGIA \ WRAP Ye° PROM \ STUCCO, 1" FROM \\ WOOD WALL \ EXTERIOR WALL \ \ (FRAI 1E OR Cl" fU) \ NOTE. NOTCH+ FOR 2X6 SUS BAND ONLY )ELEVATION - METAL FASCIA WRAP 2X6 SUB BAND \ -11V TEXTURED FINISH ® WOOD METAL LATH SHEAtHINCs 6 ; LAYER �'l, J\\N:::LUR5 STUCCO WRAP WRB LAYER 02, FORTIFIBER a BUILDING PAPER ROOF KICK OUT REMOVED FOR GLARITY ROOF DECK (BEYOND) DRIP EDGE, I" OFF WALL (NOT INTO STUCCO) 3-GOAT PLASTER `! 2x6 SUB -BAND W/1"x4" NOTG14 a END, WRAPPED IN PEEL. 8 5TICK METAL FASCIA WRAP I" OFF WOOD WALL. SUB BAND 2" OFF WOOD WALL ROOFING CEMENT DRIP EDGE METAL KICK OUT NOTE. IF ZIP 8NEATJ-41NG PLEASE SEE f" IAI PROGEDURES PRE-ENG'D TRU5S TO BE GUT 's WALL LINE TO AVOID CONTACT W/TEXTURED FINIS} 2 °x4"x4' -m" SCABBED TO TRUSS W/126 NAILS (o"-S" O.C. MAX. 2x 5U5-5AND W/Iy"x4" NOTC+4 0 END METAL FA5CIA WRAP DRIP EDGE EXTERIOR WALL (FRAME OR C1" IU) SU13 BAND DETAIL C WALL SUB BAND DETAIL (i�) WALL W,KICK—OUT FELT PAPER DRIP EDGE (REFERENCE POINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL 1=LA5NINGx, WRAPPED MIN. Y4" ABOVE BOTTOM OF DRIP EDGE 2x SU5-5,4ND W/Iy"x4" NQTc:H e END, WRAFbPED IN PEEL E STICK *ROOF CEMENT ROOF EDGE OMITTED r-OR CLARITY WALL KICK -OUT FLASHING FELT PAPER DRIP EDGE (REFERENCE FDOINT ONLY FOR WALL OFF SET OF COMPONENTS) METAL PLA5141NG, WRAPPED MIN. Y4' ABOVE BOTTOI 1 OF: DRIP EDG;= 2x SUB -BAND W/Vx4" NOTG14 -S END, WRAPPED IN PEEL 4 STICK *ROOF CEMENT 'a ROOF EDGE 0P 11TTED FOR CLARITY A R C H I T E C T S Nsi. n rou Inc. •1 N. RONALD REAGAN Bl LONGWOOD, FL 32750 PH: 407-774-6078 FAX: 407-7744078 www.abdesigngrow p.com AA #: 0003325 F w w 0 0. w a h x 19wumv. al LOT: CREEKSIDE LOT #103 P 04321000 MODAMA 4EBB "1828-CALI" GAR&OR ew5ia: RIGHT PAGE WALL ASSEMBLY DETAILS: SUB -BAND Vc.160 MPH EXP. C ARCHITECT STATE OF FLORDA MAY v9 DATB� l�j(17/16 8OA4M 1/4"=1'-0" IMvsk 7 (ALTERNATE 1 1 (LOCATION) I 10 - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - \ I I I I I i I I I I I I LIVING ROOM -- — DINING ROOM I I I t I ( I I i I I ' I I - 00 OPT, LARGE LIVING ROOM CALI EQUIPMENT SCHEDULE 3 TON MFG CARRIER C.U. 25HBC536A A.H.0 FV4CNB006 HEAT 5KW SEER 15.5 SEER TOTALCAP 35400 ELECTRIC 208/230/1PH BRKR C.U.35 A.H.0 35 REF LINES 3/4- & 3/8" F W V w 0 a W A F Q ti sXmDIV. & LOT: PROJECT# MODEL: 4EBB "1828- CALI" GARAGE SWING: RIGHT PAGE: H VAC LAYOUT PLAN DR �T 09 /07 /16 SCALE: 1/4"=1'-0" SHEET L3j;i � 10-_